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TC Packet 01-13-2026 Part 21 From: Juergen Kliem Sent: Monday, November 10, 2025 12:10 PM To: Matt Pielsticker; Jena Skinner Cc: Karin Kliem Subject: Urgent: Would you please forward our email in regards to the P & Z meeting today To all Members of the Avon Planning Zoning Commission, Thank you for your service to Avon and the Vail valley. Additional Height Traer Creek is asking that there be additional height in planning area C and D, going from 48 feet to 74 feet. No specific justification is provided to allow for this additional height and therefore we recommend that the commission denies this request. Additional Density Density and height were of significant concern for the Eaglebend neighborhood during the initial PUD agreement. For Planning area C and D, it was agreed to limit the density to 18 units per acre and height to 48 feet. Traer Creek is asking to more than double the density and increase the height to 74 feet, over 50% taller.. Both, Heigth and Density will totally change the look and feel for the area. Therefore we recommend to deny those changes in planning area C and D. Best Regards Juergen Kliem Karin Kliem ATTACHMENT C Nov. 10, 2025 Dear Planning and Zoning Commission, In 2014, I was one of many citizens who participated in supporting the Town during the contentious former Amendment of the Traer Creek PUD. At the time, the Town and Traer Creek were embroiled in a law suit created when Traer Creek had stopped paying the Town the required tax monies per the initial agreements with the Town. Citizens sat through hours and hours and hours of public hearings, P & Z meetings, Town Council meetings, land use discussions, oratory from Traer Creeks attorney, bond sessions, BHP bank analysis, etc. These meetings lasted over many months. During that time certain land use density and height decisions were agreed upon between the the Town Council and Traer Creek and the citizens. Specifically, land use, density, and building height was of concern to residents living on the Valley floor. Much time was spent reaching compromises on the the amended agreement. Certain conditions were agreed to between the Town, Traer Creek and citizens. That said, it feels like we are being subected to a bait and switch. Things everyone agreeed to are being thrown out the window. The developer keeps coming back for more and more. What about the people of Avon who have been paying taxes to the Town for decades? Do we count? Specifically the changes to Parcel D have significant negative impacts on the residents of Eaglebend Drive. The land use and density on Parcel D was intentionally designed to provide a transition from detached homes to Traer Creek. It was designed to provide a variation in housing denisty and type as required by the review criteria. Please restore the agreed upon density, height and parcel boundaries. Please deny the Amended PUD. The amended PUD fails to comply with the following REVIEW CRITERIA. Criteria 1. Increased choice of living and housing\environments. Please Deny The PUD Amendments do exactly the opposite. By increasing the building heights to 60’ and density on Parcel D from 18 per acre to 40 per acre, the PUD eliminates a less dense option for housing that could provide housing such as town homes or condos similar to Stone Bridge or Canyon Run for permanent residents. Not everyone wants to live in a 5-10 story apartment building. Criteria 4 . Who knows if it complies? Facilities and services (including roads, and transportataion water , gas, electric, police, and fire as applicable) will be available to serve ATTACHMENT C the subject property. This is just not a matter of someone’s opinion. Where are the numbers and studies showing how many people the development will produce on the Valley Floor? What additional police will be needed? Can the valley floor traffic circles handle the additional resident vehicles during high use times such as ski traffic in the morning and afternoon? Where are the ameded studies? 6. Does not comply. Please Deny. Compared to the underlying zoning, the PUD rezoning is not likely to result in significant adverse impacts in the vicinity of the subjec tract. The increased height and density will definitely cause adverse impacts on the homes on Eaglebend Drive : loss of views, light pollution, noise, and tall buildings looking into their homes and yards. 7. Does not comply. Please Deny. Future uses on the subject tract will be compatible in scale with uses or potential uses on other properties in the vicinity of the subject tract. The homes on Eaglebend Drive backing to the PUD Parcel D are approximately 30’ high and are detached homes. 60’ buidings sitting on higher ground with 40 per acre are not compatible. I have reviewed the Traer Creek PUD ammendments and CARDA to the extent possible over the past several days. The 284 page packet is a bit more than any normal citizen can synthyize in a few days time even though I spent several hours a day over four days reading and cross referencing . I am assuming (hoping) you all had a similar experience. I request that tonight’s Public Hearing be continued and there be a second opportunity for input and information gathering after staff gives their presentation and citizens have a chance to speak and you have a chance to ask questions. There is so much here to understand and consider and until residents thorougly understand the information it is difficut to testify in a meaningful way. A recent press release from Traer Creek indicates this amendment has been in the works for three years. Did anyone during that time think to reach out the the neighborhoods whose homes immediately abut the Traer Creek Property? Bette Todd 4920 Eaglebend Drive Avon, CO 81620 ATTACHMENT C 970.748.4088 predmond@avon.org TO: Honorable Mayor Underwood and Council Members FROM: Paul Redmond, Chief Financial Officer RE: Village (at Avon) Financial Overview DATE: January 8, 2026 SUMMARY: This is an informative report on the financial aspect of the Consolidated, Amended and Restated Annexation and Development Agreement for the Village (at Avon) (“CARADA”). This report provides a general overview of the tax credit financial structure of the CARADA, an update on recent issuance of debt, and current status of outstanding debt and debt repayment. The original 1998 Annexation and Development Agreement approved extensive tax credit to support development of public infrastructure, including a pledge of Avon’s 4% Sales Tax, 4% Lodging Tax, 2% Real Estate Transfer Tax, Avon’s water tap fees ($4,000 per single family equivalent) and a “pre-pledge” of a Use Tax if Avon ever adopted a Use Tax, which we did in 2024. Traer Creek formed the Traer Creek Metropolitan District and Village Metropolitan Districts which provide tax exempt public financing for public infrastructure. Traer Creek Metropolitan District is a thirty-five acre Service District and is controlled by Traer Creek LLC and/or its affiliates, which grants an undivided interest in this parcel to whomever it chooses for the TCMD Board of Directors. The Village Metropolitan District is the “working metro district” and encompasses the remainder of the Village (at Avon) PUD property. Under an intergovernmental agreement, TCMD prepares VMD’s annual budget. TCMD manages municipal bond financing, private Developer Advance loans, and construction of Public Improvements within the VMD service area. The financial structure for the construction of Public Improvements is as follows: •Traer Creek created a Residential Public Improvement Company and a Commercial Public Improvement Company, known as “PICs”. These PICs are non-profit corporations that have specific powers to impose private fees pursuant to the recorded covenants. •The covenants for the Village (at Avon) allow the PICs to impose a “Retail Sales Fee”, “Accommodations Fee”, and a “Real Estate Transfer Fee”, known as Public Improvement Company Fees (“PIC Fees”). These fees are imposed by private covenant between Traer Creek and whomever purchases property or leases property within the Village (at Avon). •The CARADA states that Avon shall provide a credit for Avon’s Sales Tax, Accommodations Tax, Real Estate Transfer Tax and Use Tax so long as the PIC Fees are in place. The CARADA also states that the Town shall pledge the Town’s $4,000 water tap fee per single family equivalent unit. •The PICs pledge the PIC Fees by contract to Traer Creek Metropolitan District. •Traer Creek Metropolitan District uses the pledged PIC Fees as the revenue stream to support the issuance of tax-exempt municipal bonds as well as for the repayment of past Development Advances. The 2012 Settlement resulted in the CARADA. This new agreement capped the amount of debt eligible for repayment through Avon’s Tax Credits at $96,000,000 in principal. The recent 2025 TCMD bond issuance issued the remaining amount of the $96M Credit PIF Cap. ATTACHMENT D Page 2 of 8 The existing balance of outstanding debt, including both principal and accrued interest on past Developer Advances, is $75.9M. Since 2003 when WalMart and Home Depot first opened, the Retail Sales Fee has been the principal revenue source. Water tap fees are only paid once at the time a building permit is issued, and Real Estate Transfer Fees have been minimal due to lack of condominium development and limited property transfers. In 2024, the Retail Sales Fee generated $5,759,133 while water tap fees and Real Estate Transfer Fees have only generated $1,359,650 and $303,024, respectively, since the inception of the agreement. The first Accommodations Fees began in 2024 with the completion of the dual-brand hotel. We estimate the annual revenue from all PIC Fees will be approximately $6M per year. Credit PIF Principal Cap $96,000,000.00 Capital Projects Amount Year Refinance of Original Bonds: I-70 Interchange, Post Blvd. connection to US6, Utilities, Traer Creek Plaza Garage $52,100,000.00 2004-2014 Traer Creek Water Storage Tank $ 7,200,000.00 2014 Past Developer Advances $12,047,736.00 2006-2011 Developer Asphalt Overlay Contributions $ 114,745.50 2015-2017 PA-J Wagon Wheel Trail $ 2,710,382.93 2019 Sewer Line Ext./Crescent Hill Rd/EBCB Phase II $ 3,000,000.00 2019 Asphalt-Wagon Trail Road $ 170,483.58 2021 EBCB Phase I/Nottingham Ditch $ 1,793,777.20 2021 EBCB Phase 1 Continuation $ 3,431,299.50 2024 Crescent Hill Road $ 4,739,186.01 2024 2025 Series Revenue Bonds $ 8,692,389.28 2025 $96,000,000.00 Remaining Credit PIF Principal Cap $ 0.00 Debt Balances: 10-31-2025 (Projected) Amount Interest Rate Developer Advances $ 3,522,309.00 1.5% Interest on Developer Advances $ 1,352,265.21 TOTAL DEVELOPER ADVANCES $ 4,874,574.21 Past Bonds (I-70 Interchange, Post Blvd., Traer Creek Plaza Parking, Water Tank) $43,105,000.00 4.15-5.0% Series 2025 Revenue Bonds $27,940,000.00 6.5% Remaining Credit PIF Principal Cap $0.00 TBD TOTAL OUTSTANDING AND REMAINING DEBT BALANCE 10-2025 $75,919,574.21 OUTSTANDING DEBT: The current outstanding debt is comprised of the remaining Past Developer Advances, 2020 Bonds, and 2025 Bonds. Developer Advances include private debt financing provided by ATTACHMENT D Page 3 of 8 the Developer from 2003 through 2011. The 2020 Bonds refinanced the outstanding debt from early public improvements, including a portion of Past Developer Advances that were accruing interest at 8%, and issued additional debt for new public improvements. Early public improvements included the construction of the I-70 interchange and construction of Post Boulevard including the crossing under the rail road tracks, construction of the Traer Creek Plaza parking garage, and then as part of the 2012 Settlement, construction of the water storage tank. Recent public improvements include Phase I and Phase II of the East Beaver Creek Boulevard improvements and construction of Wagon Trail Road. These improvements also include, the HWY 6 roundabout, Faucet Road, Yonder Road, the northern roundabout/Swift Gulch Road, and installation of water, sanitary sewer and stormwater infrastructure within those roadways to serve the Home Depot, Walmart, and Traer Creek Plaza. The Series 2025 Revenue Bonds, issued in September of 2025, utilized the remaining $8,692,389 in unissued Credit PIF Principal Cap to fund future infrastructure and paid-off the remaining Past Developer Advances that were accruing interest at eight percent (8%). The 2025 Bond issuance has a 30-year term. However, additional development that generates additional revenues could be used to refinance outstanding bonds for lower interest rate and could be used to accelerate full-repayment of the outstanding debts. Bond debt must be repaid annually according to a fixed payment schedule established at the time of issuance while past Developer Advances are subject to simple interest and continue to accrue until paid down. The CARADA establishes a priority payment structure for outstanding debts and sets an annual Operation and Maintenance Budget for Traer Creek Metropolitan District of $450,000 per year. CARADA, Exhibit F. 14. After annual bond payments and funding of general operations and maintenance, any remaining funds must be applied toward outstanding Developer Advances. Due to the financial health of Traer Creek Metropolitan District, a payment of $9,077,575 was made in 2023 to reduce the balance on the 2003 Funding and Reimbursement Agreement. This payment included $3,476,751.84 in principal and $5,600,823.86 in accrued interest. Current Outstanding Developer Advances Principal Current Total Total Description Amount Interest Rate Accrued Interest Outstanding 2003 Funding Agreement 1,541,784.00 1.50% - 1,541,784.00 2006 Operations Funding Agreement 576,310.00 1.50% 458,317.28 1,034,627.28 2007 Operations Funding Agreement 841,980.00 1.50% 589,185.79 1,431,165.79 2008 Operations Funding Agreement 279,116.00 1.50% 178,106.04 457,222.04 2009 Operations Funding Agreement 87,694.00 1.50% 45,874.38 133,568.38 2010 Operations Funding Agreement 122,743.00 1.50% 54,389.72 177,132.72 2011 Operations Funding Agreement 72,682.00 1.50% 26,392.00 99,074.00 Total Outstanding Developer Advances 3,522,309.00 1,352,265.21 4,874,574.21 ATTACHMENT D Page 4 of 8 Developer Advances Paid since 2023 Description Principal Amount Interest Rate Total Accrued Interest Total Paid 2003 Funding and Reimbursement Agreement (2023) 3,476,751.84 8.00% 5,517,000.63 8,993,752.47 2003 Funding and Reimbursement Agreement (2025) 1,018,889.00 8.00% 3,108,211.98 4,127,100.98 2005 Buffalo Ridge (2025) 4,029,786.00 8.00% 6,610,394.71 10,640,180.71 2003 Funding and Reimbursement Agreement (Interest Only in 2025) 0.00 1.50% 254,395.25 - Total Developer Advances Payments 8,525,426,84 15,490,002.56 23,761,034.16 The outstanding Developer Advances, previously accruing 8% annual interest, were refinanced through the Series 2025 Revenue Bonds. Prioritizing repayment of these advances helps reduce ongoing interest costs. The 2020 Bonds annual payment is $2,875,895. The payment schedule slowly increases through 2049 to $3,076,500 and may vary due to the terms which allow a variable interest rate between 4.15% and 5%. The Series 2025 Revenue Bonds require annual interest-only payments of approximately $1.6 million through 2048. Beginning in 2049, annual payments will increase to about $4.6 million. The bonds are callable starting in 2030. Assuming PIC Fees from existing development total at least $6,000,000 annually beginning in 2026, the projected use of revenues would include approximately $3,000,000 for the 2020 Bond, $1,606,550 for the 2025 Bond, and $450,000 for Traer Creek Metropolitan District’s annual operations. This would leave an estimated $900,000 per year available to pay down outstanding debt obligations. COST TO TOWN: Avon has an obligation to provide Municipal Services. Paragraph 4.1 of the CARADA states, 4.1 Municipal Services. The Town shall have the ongoing responsibility and obligation to provide all municipal services to the Property and the Project including, without limitation, police protection, snow removal and road maintenance, maintenance (including repair and replacement) of streetscape improvements and landscaping within public road rights-of-way, bus ATTACHMENT D Page 5 of 8 transportation services, asphalt overlay of public roads, building code enforcement and other administrative services equivalent (except as expressly modified or qualified by Sections 3.3(b), 3.4, 4.2(c) and 4.2(d)) to those services provided to any other area of the Town on a uniform and non-discriminatory basis (collectively, the “Municipal Services”). The Parties acknowledge the Town provides public transit services as part of the Municipal Services based on a variety of factors including demand, the Town's transit planning policies, funding availability and similar considerations and, accordingly, does not provide public transit service within all areas of the Town or make a representation or commitment regarding when and to what extent the Town may provide public transit service within the Property. As such, the Town shall not deny any Development Application based on a lack of transit services or the inability of the Town to provide transit services, and no approval of a Development Application shall be conditioned upon any party or entity other than the Town providing transit services. The Town's receipt of Municipal Payments during the Term as generally described in Section 6.5, together with the additional revenues described in Section 6.16, is in consideration of the Town’s providing Municipal Services. The Municipal Payments and additional revenues described in Section 6.16 shall be conclusively deemed and construed to fully offset the Town’s cost of performing its Municipal Services obligations pursuant to this Development Agreement, such that no Party shall assert or claim that such Municipal Payments revenues are either inadequate or excessive, no Party shall assert or claim any right to an increase in or a reduction of such Municipal Payments revenues, and the Town shall not withhold, suspend or terminate the provision of any of the Town’s Municipal Services obligations pursuant to this Development Agreement. [Emphasis added]. After expiration of the Term, the Town shall continue to provide Municipal Services in accordance with the Town’s general obligation to provide municipal services throughout the Town. The 2012 CARADA established a dedicated revenue source for Municipal Payments in the form of 0.75% Add-On Public Improvement Fee on retail sales transactions. The Town receives 100% of the net revenues generated from imposition and collection of the 0.75% Add-On PIF to offset its cost of providing Municipal Services. The emphasized statement is intended to clarify that neither Avon nor Traer Creek can assert that Municipal Payments are too high or too low for the purposes of performance and compliance with the terms of the CARADA. This cost analysis is not intended to suggest non-compliance with terms of the CARADA; rather, it is meant to illustrate the current financial status of revenues received and services provided for the purposes of budgeting and financial planning. There are more layers of fiscal modelling and analysis that are not conducted in this report, including recognition that residential properties generate very little revenue directly but are a source of retail spending that boosts sales at commercial properties. Avon’s direct revenue sources from development at the Village (at Avon) include the .75% Add-On PIF, the “tax on the PIF” (Avon’s 4% sales tax applied to the PIC’s 4% PIF and the .75% Add-On PIF), share-back of 15% of the Eagle County one cent sales tax, Avon’s property tax, building permit fees and other development related fees. Building permits are one-time revenues and are not recurring each year. ATTACHMENT D Page 6 of 8 Direct Revenues (2024): The following table depicts Direct Revenues received from the Village (at Avon): Direct Tax Revenues from Village (at Avon) Add-On .75% PIF $ 1,050,161 Avon Sales Tax on PIC Sales Fee $ 266,041 Eagle County Sales Tax (15% rebate) $ 327,650 Property Tax $ 206,224 TOTAL $ 1,850,075 Expenses (2025): The following table indicates direct expenses incurred by Town of Avon to provide Municipal Services. The primary municipal services provided are Police, Transit and Street maintenance. Avon also provides many other indirect services that benefit the general public, including administration, finance, human resources, Community Development planning, Community Housing, free community concerts, arts and culture, improvements and programming at Harry A. Nottingham Park, climate action investments and programs and the recreation facility. Direct Services Police $ 794,418 Transit $ 576,883 Road Maintenance $ 667,328 TOTAL $ 2,038,629 NET $ (188,554) Direct Revenues with Spring Hill Suites and Bosk Apartments $ 2,000,075 (includes estimated $151,000 in taxes and fees that Town collects, building permits are excluded) Direct Services (with Bosk Apartments) Police $ 1,004,418 Transit $ 576,883 Road Maintenance (includes Cresent Hill Road) $ 667,328 TOTAL $ 2,248,629 NET $ (248,554) Capital Improvements: Avon invests in capital improvements in addition to providing municipal services in the Village (at Avon). Under the CARADA, an Asphalt Overlay Escrow Fund was established with contributions from Avon, Traer Creek Metropolitan District and Traer Creek to support street overlay and ATTACHMENT D Page 7 of 8 repairs in the Village (at Avon). This fund was used for the overlay of Fawcett Road and Yoder Road and is now fully depleted. Avon is responsible for maintaining streets, streetscape and landscaping in public rights-of-way, as well as constructing and maintaining parks such as PA-B and P1. Planned capital improvements over the next three years include the following: Capital Improvements P1 Trail Grading (estimate) $ 250,000 Retaining Wall Repair $ 100,000 Post Blvd Overlay (estimate for 2027) $ 2,750,000 Nottingham Puder Ditch Headgate (estimate) $ 1,575,000 Irrigation (estimate) $ 75,000 TOTAL $ 4,750,000 Although neither PA-B nor P1 has been fully designed, a general rule of thumb estimates park construction costs at approximately $1.5 million per acre. This cost estimate can vary depending on the proportion of the park dedicated to playfields and natural landscaping versus built structures for recreational and public use. P3 (the large regional park area to the north of Spring Hill Suites) is not included in this cost estimating. Park Construction PA-B (Park) (4 acres x $1.5M/acre) $ 6,000,000 P1 Park (3 acres x $1.5M/acre) $ 4,500,000 TOTAL $ 10,500,000 The proposed primary revenue source for capital improvements in the Village (at Avon) is tax increment financing through the Avon Downtown Development Authority. The amount of tax increment financing revenues is dependent on the timing and valuation of new construction in the Village (at Avon). A maximum of ½ of the Avon DDA tax increment revenues can be spent on general improvements and at least ½ of the Avon DDA revenues must be spent on Community Housing. The Capital Improvements Fund may be used to finance the development of parks and other capital projects within the Village (at Avon). This fund is supported by revenues from the Real Estate Transfer Tax (“RETT”) collected in Avon but outside of the Village (at Avon). Avon is planning to use CIP funds for the overlay of Post Boulevard. AVON DOWNTOWN DEVELOPMENT AUTHORITY: The Town of Avon formed the Avon Downtown Development Authority (“Avon DDA”) in fall of 2023. PA-A PA-B, PA-C, PA-D, PA-E, PA-J and P1 are within the boundaries of the Avon DDA. The Avon DDA captures increased property taxes from new construction, known as tax increment financing (“TIF”). The Avon DDA is budgeted to generate $510,000 in TIF revenue in 2026. The TIF revenue is projected to increase as the development of the area continues. This will include a national grocery store, and apartment complex and a residential housing condominium building. The Avon DDA states that at least 50% of its revenues must go to Community ATTACHMENT D Page 8 of 8 Housing. The Avon DDA is currently contributing to the construction of the Eagle Valley Childcare Center. This support includes an annual contribution of $200,000 in 2025 and 2026. The Avon DDA TIF revenues are likely to be important and appropriate for the development of Community Housing on PA-E and for the development of parks and public amenities on PA-B and P1. NOTE: The Avon DDA also captures Avon’s property tax in portions of the Village (at Avon) such that future construction will not increase Avon’s property tax revenues to support Municipal Services. FINANCIAL CONNECTION: Additional development in the Village (at Avon) will enhance the annual revenues that are pledged to repayment of outstanding debts and the repayment of issuance of the remaining authorized debt. Specifically, additional revenue generating development in the Village (at Avon) will accelerate the satisfaction of the Town’s tax credit pledge. Additional retail development will also enhance the .75% Add-On PIF and .15% County Sales Tax rebate revenues. Thanks, Paul ATTACHMENT D 970.748.4001 mjauregui@avon.org TO: Honorable Mayor Underwood and Council members FROM: Miguel Jauregui Casanueva, Town Clerk RE: ORD 25-18: Enacting Chapter 5.14 – Private Parking Lots DATE: January 07, 2025 SUMMARY: This report presents Ordinance 25-18 (“Attachment A”) for Council consideration, on second reading. It includes a redline of amendments directed by Council ahead of second reading (“Attachment B”). It also includes public feedback received by email (“Attachment C”). Ordinance 25-18 enacts Chapter 5.14 of the Avon Municipal Code, establishing a regulatory and licensing framework for private parking lots in Avon. The Ordinance aims to promote public health, safety, and welfare by setting clear requirements for signage, operations, licensing, maintenance, and enforcement for private parking lot operators. BACKGROUND: The Town of Avon, as a home rule municipality, has the authority under Article XX, Section 6 of the Colorado Constitution and C.R.S. §31-15-103 and §31-15-104 to regulate businesses and enact ordinances for the safety and welfare of its residents. Recent community feedback and analysis by Town Staff highlighted concerns regarding private parking lot operations, including lack of signage clarity, fee transparency, and consumer protections. Legal review by the Avon Town Attorney confirms that while Avon has broad police powers to regulate businesses and land use, the regulation of private parking lots is a matter of mixed local and statewide concern. The ordinance is designed to be reasonable, proportional, and defensible, avoiding excessive regulation or fee capping, which could be legally challenged. PROPOSED CHANGES: Ordinance 25-18 enacts Chapter 5.14 of the Avon Municipal Code, which includes: • Definitions and Applicability: Establishes what constitutes a private parking lot and outlines exemptions and maintenance requirements (e.g., repair garages, residential lots, special event lots, government-owned lots). • Signage Requirements: Mandates clear, illuminated signage at each entrance, displaying operator information, hours, rates (including maximum rates), payment instructions, and Town contact information for complaints. • Operational Standards: Prohibits charging more than posted rates, improper parking practices, unauthorized vehicle use, and towing/immobilization without owner consent. • Liability: Operators remain liable for negligence during posted business hours. • Licensing: Requires all private parking lot operators to obtain a license from the Town Clerk, with annual renewal, non-transferability, and local representation requirements. • Enforcement: Details grounds for license suspension or revocation, appeal procedures, and penalties for non-compliance. SUMMARY OF ADDITIONAL CHANGES, FROM FIRST TO SECOND READING: • New maintenance requirement added — §5.14.130 Lot maintenance. • Appeal/decision sections renumbered and reorganized. Here, the renumbering itself is clerical, but the added §5.14.130 makes compliance and enforcement more explicit by linking to general property maintenance standards. • Signage contact information expanded — §5.14.080(d)(2) & (3): Now requires both a physical address and a mailing address (previously “physical mailing address”). This increases the contact transparency requirements for operators. EEOP – Ordinance 24-03 Page 2 of 2 • Violation item broadened — §5.14.90(1). Prohibits charging more than posted on signs at the entrance or within the Parking Lot (Before referenced entrance only). This closes a potential loophole where interior rate signs differ from entrance signs. RECOMMENDATION: Staff recommends that Council approve the second reading of Ordinance 25-18, enacting Chapter 5.14 of the Avon Municipal Code to regulate and license private parking lots, thereby enhancing consumer protections and ensuring fair business practices. PROPOSED MOTION: “I move to approve second reading of Ordinance 25-18, Enacting Avon Muncipal Code Chapter 5.14 - Private Parking Lots.” Thank you, Miguel ATTACHMENT A: ORDINANCE 25-18 ENACTING AVON MUNICIPAL CODE CHAPTER 5.14 “PRIVATE PARKING LOTS”. ATTACHMENT B: ORDINANCE 25-18 – FIRST v. SECOND READING REDLINE. ATTACHMENT C: PUBLIC COMMENT. Ord 25-18 – Enacting Chapter 5.14 – Private Parking Lots January 13, 2026 Page 1 of 7 ORDINANCE 25-18 ENACTING AVON MUNICIPAL CODE CHAPTER 5.14 - PRIVATE PARKING LOTS WHEREAS, pursuant to C.R.S. §31-15-103 and §31-15-104, and pursuant to the home rule powers of the Town of Avon, Colorado (“Avon”), the Avon Town Council (“Council”) has the power to make and publish ordinances necessary and proper to provide for the safety, preserve the health, promote the prosperity, and improve the morals, order, comfort, and convenience of its inhabitants; and WHEREAS, pursuant to such authority, the Town has previously adopted Title 5 of the Avon Municipal Code (“Code”), which governs “Business Taxes, Licenses and Regulations” within the Town; and WHEREAS, based upon business, community, resident property owner, customer and visitor input and impact, as well as thorough analysis and recommendation by Avon staff and appointed officials, Council recommends that private parking lots are added to Title 5 of the Code, to be incorporated as a business that warrants inclusion for specified regulation and licensing; and WHEREAS, Council finds that enacting a new Chapter 5.14 regulating and providing a licensing framework for private parking lots will promote the health, safety and general welfare of the Avon community; and WHEREAS, approval of this Ordinance on first reading is intended only to confirm that Council desires to comply with the requirement of Section 6.5(d) of the Avon Home Rule Charter by setting a public hearing in order to provide the public an opportunity to present testimony and evidence and that approval of this Ordinance on first reading does not constitute a representation that the Council, or any member of the Council, has determined to take final action on this Ordinance prior to concluding the public hearing on second reading. NOW, THEREFORE, BE IT ORDAINED BY THE TOWN COUNCIL OF THE TOWN OF AVON, COLORADO the following: Section 1. Recitals Incorporated. The above and foregoing recitals are incorporated herein by reference and adopted as findings and determinations of Council. Section 2. Enacting Chapter 5.14 of the Avon Municipal Code. A new Chapter 5.14, “Private Parking Lots,” of the Avon Municipal Code is hereby enacted and added to read as set forth in Exhibit A: Enacting Chapter 5.14, “Private Parking Lots,” of Title 5, “Business Taxes, Licenses and Regulations” of the Avon Municipal Code, attached hereto. ATTACHMENT A Ord 25-18 – Enacting Chapter 5.14 – Private Parking Lots January 13, 2026 Page 2 of 7 Section 3. Severability. If any provision of this Ordinance, or the application of such provision to any person or circumstance, is for any reason held to be invalid, such invalidity shall not affect other provisions or applications of this Ordinance which can be given effect without the invalid provision or application, and to this end the provisions of this Ordinance are declared to be severable. Council hereby declares that it would have passed this Ordinance and each provision thereof, even though any one of the provisions might be declared unconstitutional or invalid. As used in this Section, the term “provision” means and includes any part, division, subdivision, section, subsection, sentence, clause or phrase; the term “application” means and includes an application of an ordinance or any part thereof, whether considered or construed alone or together with another ordinance or ordinances, or part thereof, of Avon. Section 4. Effective Date. This Ordinance shall take effect May 9, 2026. Section 5. Safety Clause. Council hereby finds, determines and declares that this Ordinance is promulgated under the general police power of Avon, that it is promulgated for the health, safety and welfare of the public, and that this Ordinance is necessary for the preservation of health and safety and for the protection of public convenience and welfare. Council further determines that the Ordinance bears a rational relation to the proper legislative object sought to be obtained. Section 6. Codification of Amendments. The codifier of the Avon’s Municipal Code, Colorado Code Publishing, is hereby authorized to make such numerical and formatting changes as may be necessary to incorporate the provisions of this Ordinance within the Code. The Town Clerk is authorized to correct, or approve the correction by the codifier, of any typographical error in the enacted regulations, provided that such correction shall not substantively change any provision of the regulations adopted in this Ordinance. Such corrections may include spelling, reference, citation, enumeration, and grammatical errors. Section 7. Publication by Posting. The Town Clerk is ordered to publish this Ordinance in accordance with Chapter 1.16 of the Code. INTRODUCED AND ADOPTED ON FIRST READING AND REFERRED TO PUBLIC HEARING by the Avon Town Council on December 9, 2025 and setting such public hearing for January 13, 2026 at the Council Chambers of the Avon Municipal Building, located at One Hundred Mikaela Way, Avon, Colorado. BY: ATTEST: ____________________________ ___________________________________ Tamra N. Underwood, Mayor Miguel Jauregui Casanueva, Town Clerk Ord 25-18 – Enacting Chapter 5.14 – Private Parking Lots January 13, 2026 Page 3 of 7 ADOPTED ON SECOND AND FINAL READING by the Avon Town Council on January 13, 2026. BY: ATTEST: ____________________________ ___________________________________ Tamra N. Underwood, Mayor Miguel Jauregui Casanueva, Town Clerk APPROVED AS TO FORM: ____________________________ Nina P. Williams, Town Attorney Ord 25-18 – Enacting Chapter 5.14 – Private Parking Lots January 13, 2026 Page 4 of 7 EXHIBIT A Enacting Chapter 5.14, “Private Parking Lots,” of Title 5, “Business Taxes, Licenses and Regulations” of the Avon Municipal Code Chapter 5.14 – Private Parking Lots 5.14.010 – Purpose The purpose of Chapter 5.14 Private Parking Lots is to establish regulations which allow for the operation of private parking lots open to the general public which charge a fee for use while requiring a business license specific to this commercial activity and setting minimum standards that benefit and protect the general public. 5.14.020 – Applicability The requirements of this Chapter 5.14 Private Parking Lots shall apply to any parking lot within the Town that: (a) is not on property or right-of-way owned or controlled by the Town or another governmental entity; (b) allows parking by the general public; and, (c) charges a fee, fine or penalty in any amount for the privilege of parking in such Parking Lot. 5.14.030 – Definitions As used in this Chapter, the following word(s) and term(s) shall be defined as follows: Parking Lot means any private place, lot, parcel, yard, structure, building or enclosure used in whole or in part for the storing of parking three (3) or more motor vehicles where a storage or parking fee is charged by a private business, corporation, entity or person. 5.14.040 – Exemptions from chapter provisions. The following shall be exempt from the requirements of this Chapter: (a) All repair or service garages and other places where motor vehicles are stored while awaiting only repair or servicing and when no fee for storage or parking is charged. (b) Special event parking lots for which a temporary use permit has been obtained in accordance with the provisions of Section 7.24.080. Ord 25-18 – Enacting Chapter 5.14 – Private Parking Lots January 13, 2026 Page 5 of 7 (c) Any paid parking lots or areas owned or managed by the Town or any other local government. 5.14.050 – License - required. No person shall conduct, operate or maintain a Parking Lot without first obtaining a license therefore from the Finance Division of the General Government Department. 5.14.060 – License – application and requirements. (a) Application for a license to operate a private Parking Lot for a charge shall be made to the Finance Division of the General Government Department. (b) No license shall be issued under this Chapter until satisfactory proof has been made to that the Parking Lot is laid out and constructed and will be maintained in accordance with this Code, this Chapter and the ordinances and regulations of the Town, as well as all requirements set forth in the applicable license and application. (c) Application for Parking Lot licenses shall set forth the following: the name and address of the applicant, and if a partnership, the names and addresses of all partners, and, if a corporation, the name, date and state under which incorporated, and the names and addresses of the officers, and, if a limited liability corporation, the name, date and state where formed and the names and addresses of the members. (d) It is the duty of each licensee to ensure that all of the information provided in a license application is kept up to date at all times, and it shall be unlawful for a licensee to fail to provide updated information to the Town within fifteen (15) days after the date upon which any information provided is no longer accurate. (e) Each license issued under this Chapter shall be issued on an annual basis. (f) No license issued under this Chapter shall be transferable and no license is valid as to any person or entity other than the person or entity named thereon. (g) There shall be a representative or agent who is on call full-time to manage the Parking Lot during any period which the licensed premises is utilized as a paid Parking Lot. The representative or agent shall be required to respond to a complaint within twenty-four (24) hours by phone or in-person. Said representative or agent must be a live human being, and not a computer or AI chat bot. (h) Compliance with this Chapter, the Code and other applicable ordinances and regulations of the Town is required in order to issue a license to operate a Parking Lot. Ord 25-18 – Enacting Chapter 5.14 – Private Parking Lots January 13, 2026 Page 6 of 7 5.14.070 – License – application and renewal – fees. Application and license fees under this Chapter, as well as annual renewal license fees, shall be as provided by Council within the Town’s Fee Schedule, adopted by Resolution and as may be amended from time to time. 5.14.080 – Signage. (a) Each licensee under this Chapter shall install and maintain required Parking Lot signs with at least the minimum information and in the required format set forth in this Section. (b) Required Parking Lot signs shall be installed at each entrance to a Parking Lot and in one location that is central and convenient within the Parking Lot area for viewing by Parking Lot patrons. (c) Each sign shall be clear and visible, using lettering with high contrast with the background, using lettering that is at least 1 inch high unless otherwise stated in this Section, and shall be illuminated with down cast lighting, which can be from approved parking lot lighting or other approved sources, during open hours between sunset and sunrise. (d) The required Parking Lot signage shall include the following information: (1) Parking Lot Sign Title. Signage must include a top line title reading “Parking Lot Rules” with a minimum 3 inches high lettering (2) Licensee name. Signage must state: “Private Paid Parking Lot Managed by [name of applicable company/entity].” The contact information of the Licensee must be provided, including telephone number, email address, physical address and mailing address. (3) Contact information for appeal or dispute of charge, fee, penalty or fine. The contact information to appeal or dispute any charge, fee, penalty or fine shall be provided, including the name, title, telephone number, email address,physical address and mailing address. (4) Hours. The hours of the day or night during which the Parking Lot is open for business and/or charging customers and visitors. (5) Rates. The rates charged for parking of motor vehicles. Where more than one (1) rate is charged, figures of each rate shall be of the same size and dimensions; all figures and letters regarding rates and closing hours shall not be less than two (2) inches in height. Ord 25-18 – Enacting Chapter 5.14 – Private Parking Lots January 13, 2026 Page 7 of 7 (6) Maximum Rate, Fee, Penalty or Fine. The maximum dollar amount that can, may or will be charged or assessed during a singular visit must be clearly posted and identified by numerical value. This includes any total amount charged to a customer or individual, whether such dollar amount is called a rate, charge, cost, fee, penalty, fine, assessment, failure to register penalty, or the like. The language must read, “Failure to pay parking lot fees may result in a maximum fine [or charge] of $xxx per day.” (7) Separate rates for parking at different times of the day. Separate rates, if any, that are charged for parking at different times of the day. (8) Payment instructions. Detailed instructions as to methods of payment for Parking Lots that are not attended. (e) The Avon Community Development Department shall review and approve the proposed text, formatting and the locations for any required Parking Lot signs prior to installation of such signs. The Avon Community Development Department may administratively adopt such additional information, criteria, guidance or sample templates for required Parking Lot signs. (f) Any amendments or updates to the required Parking Lot signs shall be presented to the Avon Community Development Department for review and approval and shall be posted before any change in the rules, rates or contact information takes effect. 5.14.90 – Violations by operator. It shall be unlawful for any licensee under this Chapter to: (1) Charge any greater sum for parking a motor vehicle or for any purpose or reason than is provided for on the sign placed at the entrance of or within the Parking Lot; (2) Park or allow any motor vehicle to be parked on or within six (6) inches of the property line; (3) Park, or allow to be parked, any motor vehicle on private property outside the approved and designated parking area as shown on the site development plan approved by the Town; (4) Park, or allow to be parked, any motor vehicle on any public sidewalks, pedestrian ways, streets, other public rights-of-way or other public property; (5) Use any motor vehicle parked on the Parking Lot for any purpose whatsoever unless authorized in writing by the owner or operator of such vehicle and in compliance with the Code and other applicable ordinances, laws and regulations; or, Ord 25-18 – Enacting Chapter 5.14 – Private Parking Lots January 13, 2026 Page 8 of 7 (6) Tow away or immobilize a vehicle in a manner that fails to comply with the Code and other applicable ordinances, laws and regulations. 5.14.100 – License – application – decision – appeal. Town shall approve or deny the license within thirty-five (35) days of receipt of a complete application for a Parking Lot license. The approval or denial of a license shall be in writing. The applicant for a Parking Lot license may appeal a decision to deny a license to the Town Council. A request for appeal shall be provided in writing to the Town Clerk within ten (10) days of the date of denial of the license application. The Town Council shall consider an appeal of the Town decision to deny the license within forty-five (45) days of receipt of a proper and timely written request to appeal a denial decision. The decision of the Town Council shall be final. 5.14.110 – Suspension or revocation of license. (a) Any license issued pursuant to this Chapter may be suspended or revoked by the Town Council after conducting a public hearing, with at least ten (10) days’ written notice of such public hearing. The licensee may waive in writing the minimum ten (10) day notice period. The notice of public hearing must be sent via United States Postal Service to the licensee or their designated agent, sent to the business address of the operator or agent as shown on their license. The public hearing notice shall state the contemplated action and the grounds therefor, which may include one or more of the following reasons: (1) Violation of this Chapter or of any provision of the Avon Municipal Code or of any law or regulation that pertains to the requirements of the application, the licensed property, or terms of the license; (2) Violation of any of the terms of the license issued under this Chapter; (3) Violation of any requirements of, or terms of agreement with, the Colorado Attorney General’s office or similar consumer protection organization with legal and governmental jurisdiction and authority over the licensee; (4) Violation of any provision of the Colorado Privacy Act (CRS 6-1-1301 et seq.) or of the Colorado Privacy Act Rules (4 CCR 904-3); (5) Failure to pay any applicable taxes pursuant to this Code, or the annual license fee established by Town; (6) False statement of material fact contained in the application or knowingly providing false information to the Town in conjunction with an application for license; Ord 25-18 – Enacting Chapter 5.14 – Private Parking Lots January 13, 2026 Page 9 of 7 (7) Failure to file any report or provide or furnish any other information that may be required by the provisions relating to this Chapter; or (8) The occurrence or disclosure of any fact or condition after the license is granted which, if such fact or condition had been existed or had been known to exist at the time of the application for such license, would have warranted the refusal of the issuance of such license. (b) The decision of the Town Council shall be final. (c) If a license is suspended pursuant to this Section, such suspension shall be in effect for a minimum of one (1) month and a maximum of one (1) year, and shall apply to subsidiaries, affiliates, assigns, successors or entities controlled by the same individuals as who controlled the revoked licensee. (d) If a license is revoked pursuant to this Section, such revocation shall be in effect for one (1) year from the date of revocation, and shall apply to subsidiaries, affiliates, assigns, successors or entities controlled by the same individuals as who controlled the revoked licensee. 5.14.120 – Compliance required. It shall be unlawful for any private property owner, lessee, person, or entity to operate a private Parking Lot without first obtaining a license from the Town pursuant to the provisions of this Chapter, or to operate private Parking Lot when such license is suspended or revoked, or operate a Parking Lot without complying with this Chapter or any conditions of an approved Parking Lot license and, upon conviction, shall be guilty of a misdemeanor and shall be punished in accordance with the provisions of Section 1.08.010 of this Code. 5.14.130 – Lot maintenance. Each Parking Lot subject to this Chapter shall be maintained in accordance with Section 7.28.020(k) of this Code. Ord 25-18 – Enacting Chapter 5.14 – Private Parking Lots November 11, 2025January 13, 2026 Page 1 of 7 ORDINANCE 25-18 ENACTING AVON MUNICIPAL CODE CHAPTER 5.14 - PRIVATE PARKING LOTS WHEREAS, pursuant to C.R.S. §31-15-103 and §31-15-104, and pursuant to the home rule powers of the Town of Avon, Colorado (“Avon”), the Avon Town Council (“Council”) has the power to make and publish ordinances necessary and proper to provide for the safety, preserve the health, promote the prosperity, and improve the morals, order, comfort, and convenience of its inhabitants; and WHEREAS, pursuant to such authority, the Town has previously adopted Title 5 of the Avon Municipal Code (“Code”), which governs “Business Taxes, Licenses and Regulations” within the Town; and WHEREAS, based upon business, community, resident property owner, customer and visitor input and impact, as well as thorough analysis and recommendation by Avon staff and appointed officials, Council recommends that private parking lots are added to Title 5 of the Code, to be incorporated as a business that warrants inclusion for specified regulation and licensing; and WHEREAS, Council finds that enacting a new Chapter 5.14 regulating and providing a licensing framework for private parking lots will promote the health, safety and general welfare of the Avon community; and WHEREAS, approval of this Ordinance on first reading is intended only to confirm that Council desires to comply with the requirement of Section 6.5(d) of the Avon Home Rule Charter by setting a public hearing in order to provide the public an opportunity to present testimony and evidence and that approval of this Ordinance on first reading does not constitute a representation that the Council, or any member of the Council, has determined to take final action on this Ordinance prior to concluding the public hearing on second reading. NOW, THEREFORE, BE IT ORDAINED BY THE TOWN COUNCIL OF THE TOWN OF AVON, COLORADO the following: Section 1. Recitals Incorporated. The above and foregoing recitals are incorporated herein by reference and adopted as findings and determinations of Council. Section 2. Enacting Chapter 5.14 of the Avon Municipal Code. A new Chapter 5.14, “Private Parking Lots,” of the Avon Municipal Code is hereby enacted and added to read as set forth in Exhibit A: Enacting Chapter 5.14, “Private Parking Lots,” of Title 5, “Business Taxers, Licenses and Regulations” of the Avon Municipal Code, attached hereto. ATTACHMENT B Ord 25-18 – Enacting Chapter 5.14 – Private Parking Lots November 11, 2025January 13, 2026 Page 2 of 7 Section 3. Severability. If any provision of this Ordinance, or the application of such provision to any person or circumstance, is for any reason held to be invalid, such invalidity shall not affect other provisions or applications of this Ordinance which can be given effect without the invalid provision or application, and to this end the provisions of this Ordinance are declared to be severable. Council hereby declares that it would have passed this Ordinance and each provision thereof, even though any one of the provisions might be declared unconstitutional or invalid. As used in this Section, the term “provision” means and includes any part, division, subdivision, section, subsection, sentence, clause or phrase; the term “application” means and includes an application of an ordinance or any part thereof, whether considered or construed alone or together with another ordinance or ordinances, or part thereof, of Avon. Section 4. Effective Date. This Ordinance shall take effect May 9, 2026. Section 5. Safety Clause. Council hereby finds, determines and declares that this Ordinance is promulgated under the general police power of Avon, that it is promulgated for the health, safety and welfare of the public, and that this Ordinance is necessary for the preservation of health and safety and for the protection of public convenience and welfare. Council further determines that the Ordinance bears a rational relation to the proper legislative object sought to be obtained. Section 6. Codification of Amendments. The codifier of the Avon’s Municipal Code, Colorado Code Publishing, is hereby authorized to make such numerical and formatting changes as may be necessary to incorporate the provisions of this Ordinance within the Code. The Town Clerk is authorized to correct, or approve the correction by the codifier, of any typographical error in the enacted regulations, provided that such correction shall not substantively change any provision of the regulations adopted in this Ordinance. Such corrections may include spelling, reference, citation, enumeration, and grammatical errors. Section 7. Publication by Posting. The Town Clerk is ordered to publish this Ordinance in accordance with Chapter 1.16 of the Code. INTRODUCED AND ADOPTED ON FIRST READING AND REFERRED TO PUBLIC HEARING by the Avon Town Council on December 9, 2025 and setting such public hearing for January 13, 2026 at the Council Chambers of the Avon Municipal Building, located at One Hundred Mikaela Way, Avon, Colorado. BY: ATTEST: ____________________________ ___________________________________ Tamra N. Underwood, Mayor Miguel Jauregui Casanueva, Town Clerk Ord 25-18 – Enacting Chapter 5.14 – Private Parking Lots November 11, 2025January 13, 2026 Page 3 of 7 ADOPTED ON SECOND AND FINAL READING by the Avon Town Council on January 13, 2026. BY: ATTEST: ____________________________ ___________________________________ Tamra N. Underwood, Mayor Miguel Jauregui Casanueva, Town Clerk APPROVED AS TO FORM: ____________________________ Nina P. Williams, Town Attorney Ord 25-18 – Enacting Chapter 5.14 – Private Parking Lots November 11, 2025January 13, 2026 Page 4 of 7 EXHIBIT A Enacting Chapter 5.14, “Private Parking Lots,” of Title 5, “Business Taxes, Licenses and Regulations” of the Avon Municipal Code Chapter 5.14 – Private Parking Lots 5.14.010 – Purpose The purpose of Chapter 5.14 Private Parking Lots is to establish regulations which allow for the operation of private parking lots open to the general public which charge a fee for use while requiring a business license specific to this commercial activity and setting minimum standards that benefit and protect the general public. 5.14.020 – Applicability The requirements of this Chapter 5.14 Private Parking Lots shall apply to any parking lot within the Town that: (a) is not on property or right-of-way owned or controlled by the Town or another governmental entity; (b) allows parking by the general public; and, (c) charges a fee, fine or penalty in any amount for the privilege of parking in such Parking Lot. 5.14.030 – Definitions As used in this Chapter, the following word(s) and term(s) shall be defined as follows: Parking Lot means any private place, lot, parcel, yard, structure, building or enclosure used in whole or in part for the storing of parking three (3) or more motor vehicles where a storage or parking fee is charged by a private business, corporation, entity or person. 5.14.040 – Exemptions from chapter provisions. The following shall be exempt from the requirements of this Chapter: (a) All repair or service garages and other places where motor vehicles are stored while awaiting only repair or servicing and when no fee for storage or parking is charged. (b) Special event parking lots for which a temporary use permit has been obtained in accordance with the provisions of Section 7.24.080. Ord 25-18 – Enacting Chapter 5.14 – Private Parking Lots November 11, 2025January 13, 2026 Page 5 of 7 (c) Any paid parking lots or areas owned or managed by the Town or any other local government. 5.14.050 – License - required. No person shall conduct, operate or maintain a Pparking Llot without first obtaining a license therefore from the Finance Division of the General Government Department. 5.14.060 – License – application and requirements. (a) Application for a license to operate a private Parking Lot for a charge shall be made to the Finance Division of the General Government Department. (b) No license shall be issued under this Chapter until satisfactory proof has been made to that the Parking Lot is laid out and constructed and will be maintained in accordance with this Code, this Chapter and the ordinances and regulations of the Town, as well as all requirements set forth in the applicable license and application. (c) Application for Pparking Llot licenses shall set forth the following: the name and address of the applicant, and if a partnership, the names and addresses of all partners, and, if a corporation, the name, date and state under which incorporated, and the names and addresses of the officers, and, if a limited liability corporation, the name, date and state where formed and the names and addresses of the members. (d) It is the duty of each licensee to ensure that all of the information provided in a license application is kept up to date at all times, and it shall be unlawful for a licensee to fail to provide updated information to the Town within fifteen (15) days after the date upon which any information provided is no longer accurate. (e) Each license issued under this Chapter shall be issued on an annual basis. (f) No license issued under this Chapter shall be transferable and no license is valid as to any person or entity other than the person or entity named thereon. (g) There shall be a representative or agent who is on call full-time to manage the Pparking Llot during any period which the licensed premises is utilized as a paid Pparking Llot. The representative or agent shall be required to respond to a complaint within twenty- four (24) hours by phone or in-person. Said representative or agent must be a live human being, and not a computer or AI chat bot. (h) Compliance with this Chapter, the Code and other applicable ordinances and regulations of the Town is required in order to issue a license to operate a Parking Lot. Ord 25-18 – Enacting Chapter 5.14 – Private Parking Lots November 11, 2025January 13, 2026 Page 6 of 7 5.14.070 – License – application and renewal – fees. Application and license fees under this Chapter, as well as annual renewal license fees, shall be as provided by Council within the Town’s Fee Schedule, adopted by Resolution and as may be amended from time to time. 5.14.080 – Signage. (a) Each licensee under this Chapter shall install and maintain required Parking Lot signs with at least the minimum information and in the required format set forth in this Ssection. (b) Required Parking Lot signs shall be installed at each entrance to a Parking Lot and in one location that is central and convenient within the Parking Lot area for viewing by Parking Lot patrons. (c) Each sign shall be clear and visible, using lettering with high contrast with the background, using lettering that is at least 1 inch” high unless otherwise stated in this Section, and shall be illuminated with down cast lighting, which can be from approved parking lot lighting or other approved sources, during open hours between sunset and sunrise. (d) The required Parking Lot signage shall include the following information: (1) Parking Lot Sign Title. Signage must include a top line title reading “Parking Lot Rules” with a minimum 3 inches” high lettering (2) Licensee name. Signage must state: “Private Paid Parking Lot Managed by [name of applicable company/entity].” The contact information of the Licensee must be provided, including telephone number, email address, and physical address and mailing address. (3) Contact information for appeal or dispute of charge, fee, penalty or fine. The contact information to appeal or dispute any charge, fee, penalty or fine shall be provided, including the name, title, telephone number, email address, and physical address and mailing address. (4) Hours. The hours of the day or night during which the Pparking Llot is open for business and/or charging customers and visitors. (5) Rates. The rates charged for parking of motor vehicles. Where more than one (1) rate is charged, figures of each rate shall be of the same size and dimensions; all figures and letters regarding rates and closing hours shall not be less than two (2) inches in height. Ord 25-18 – Enacting Chapter 5.14 – Private Parking Lots November 11, 2025January 13, 2026 Page 7 of 7 (6) Maximum Rate, Fee, Penalty or Fine. The maximum dollar amount that can, may or will be charged or assessed during a singular visit must be clearly posted and identified by numerical value. This includes any total amount charged to a customer or individual, whether such dollar amount is called a rate, charge, cost, fee, penalty, fine, assessment, failure to register penalty, or the like. The language must read, “Failure to pay parking lot fees may result in a maximum fine [or charge] of $xxx per day.” (7) Separate rates for parking at different times of the day. Separate rates, if any, that are charged for parking at different times of the day. (8) Payment instructions. Detailed instructions as to methods of payment for Parking Lots that are not attended. (e) The Avon Community Development Department shall review and approve the proposed text, formatting and the locations for any required Parking Lot signs prior to installation of such signs. The Avon Community Development Department may administratively adopt such additional information, criteria, guidance or sample templates for required Parking Lot signs. (f) Any amendments or updates to the required Parking Lot signs shall be presented to the Avon Community Development Department for review and approval and shall be posted before any change in the rules, rates or contact information takes effect. 5.14.9100 – Violations by operator. It shall be unlawful for any licensee under this Chapter to: (1) Charge any greater sum for parking a motor vehicle or for any purpose or reason than is provided for on the sign placed at the entrance of or within the Pparking Llot; (2) Park or allow any motor vehicle to be parked on or within six (6) inches of the property line; (3) Park, or allow to be parked, any motor vehicle on private property outside the approved and designated parking area as shown on the site development plan approved by the Town; (4) Park, or allow to be parked, any motor vehicle on any public sidewalks, pedestrian ways, streets, other public rights-of-way or other public property; (5) Use any motor vehicle parked on the Parking Lot for any purpose whatsoever unless authorized in writing by the owner or operator of such vehicle and in compliance with the Code and other applicable ordinances, laws and regulations; or, Ord 25-18 – Enacting Chapter 5.14 – Private Parking Lots November 11, 2025January 13, 2026 Page 8 of 7 (6) Tow away or immobilize a vehicle in a manner that fails to comply with the Code and other applicable ordinances, laws and regulations. 5.14.10090 – License – application – decision – appeal. Town shall approve or deny the license within thirty-five (35) days of receipt of a complete application for a Parking Lot license. The approval or denial of a license shall be in writing. The applicant for a Parking Lot license may appeal a decision to deny a license to the Town Council. A request for appeal shall be provided in writing to the Town Clerk within ten (10) days of the date of denial of the license application. The Town Council shall consider an appeal of the Town decision to deny the license within forty-five (45) days of receipt of a proper and timely written request to appeal a denial decision. The decision of the Town Council shall be final. 5.14.1100 – Suspension or revocation of license. (a) Any license issued pursuant to this Chapter may be suspended or revoked by the Town Council after conducting a public hearing, with at least ten (10) days’ written notice of such public hearing. The licensee may waive in writing the minimum ten (10) day notice period. The notice of public hearing must be sent via United States Postal Service to the licensee or their designated agent, sent to the business address of the operator or agent as shown on their license. The public hearing notice shall state the contemplated action and the grounds therefor, which may include one or more of the following reasons: (1) Violation of this Chapter or of any provision of the Avon Municipal Code or of any law or regulation that pertains to the requirements of the application, the licensed property, or terms of the license; (2) Violation of any of the terms of the license issued under this Chapter; (3) Violation of any requirements of, or terms of agreement with, the Colorado Attorney General’s office or similar consumer protection organization with legal and governmental jurisdiction and authority over the licensee; (4) Violation of any provision of the Colorado Privacy Act (CRS 6-1-1301 et seq.) or of the Colorado Privacy Act Rules (4 CCR 904-3); (5) Failure to pay any applicable taxes pursuant to this Code, or the annual license fee established by Town; (6) False statement of material fact contained in the application or knowingly providing false information to the Town in conjunction with an application for license; Ord 25-18 – Enacting Chapter 5.14 – Private Parking Lots November 11, 2025January 13, 2026 Page 9 of 7 (7) Failure to file any report or provide or furnish any other information that may be required by the provisions relating to this Chapter; or (8) The occurrence or disclosure of any fact or condition after the license is granted which, if such fact or condition had been existed or had been known to exist at the time of the application for such license, would have warranted the refusal of the issuance of such license. (b) The decision of the Town Council shall be final. (c) If a license is suspended pursuant to this Section, such suspension shall be in effect for a minimum of one (1) month and a maximum of one (1) year, and shall apply to subsidiaries, affiliates, assigns, successors or entities controlled by the same individuals as who controlled the revoked licensee. (d) If a license is revoked pursuant to this Section, such revocation shall be in effect for one (1) year from the date of revocation, and shall apply to subsidiaries, affiliates, assigns, successors or entities controlled by the same individuals as who controlled the revoked licensee. 5.14.1210 – Compliance required. It shall be unlawful for any private property owner, lessee, person, or entity to operate a private Parking Lot without first obtaining a license from the Town pursuant to the provisions of this Chapter, or to operate private Parking Lot when such license is suspended or revoked, or operate a Parking Lot without complying with this Chapter or any conditions of an approved Parking Lot license and, upon conviction, shall be guilty of a misdemeanor and shall be punished in accordance with the provisions of Section 1.08.010 of this Code. 5.14.130 – Lot maintenance. Each Parking Lot subject to this Chapter shall be maintained in accordance with Section 7.28.020(k) of this Code. Formatted: Space After: 12 pt Formatted: Font: Bold Formatted: Font: Bold From: Tom Ruemmler Sent: Friday, December 26, 2025 5:55 PM To: Council Subject: Free Parking Approach Paid Parking: Background, Impacts, and an Alternative Free Parking Approach Background The discussion of paid on-street parking in Avon began at a Town Council work session in May 2021. In October and November 2021, Town staff produced a Paid Parking Program Analysis. That analysis did not meaningfully address potential unintended consequences. The flrst reading of Ordinance 23-05 occurred in September 2023. As is often the case, government processes moved slowly, while private businesses acted quickly. In November 2023, paid parking was implemented in a lot of privately owned spaces controlled by Hoffmann Commercial Real Estate. This timeline raises important questions. Did Hoffmann Properties anticipate that Avon’s paid 2023 parking ordinance would push a signiflcant number of vehicles off public streets and into privately owned lots, effectively forcing changes to their parking operations? What Problem Was Avon Trying to Solve? It remains unclear what speciflc parking problem the Town was attempting to resolve. Who initially raised concerns? Was it local businesses, those that generate sales tax revenue for governmental agencies? Were the businesses complaining that skiers were occupying parking spaces intended for customers and diners? What were the intended objectives of Avon’s paid parking ordinance? •To discourage skiers from using parking intended for shoppers and restaurants? •To generate additional revenue? •Or some combination of both or something else? According to The Vail Daily, “staff came up with the creative approach after hearing constant feedback from the community that private paid parking needed to be addressed.” The mayor further stated that “it’s really a consumer protection issue and (impacts) the reputation of the town out in the world,” explaining her support for regulating private parking lots. ATTACHMENT C Was there a perception that Avon lacked sufficient free parking for skiers, leading them to use spaces intended for shopping, dining and other services, that could ultimately reducing local sales tax revenue. Current Impacts In addition to my own current prference, others have stated that they now avoid shopping or dining in Avon due to the inconvenience of paid parking. The need to register vehicles, uncertainty over whether registration worked properly, and the risk of flnes all discourage visits. Less shopping, dining and services activity may be counterproductive to the Town’s goals. A Practical Alternative Solution A more collaborative and less adversarial approach would be to eliminate paid parking altogether and instead identify low-cost solutions for expanded free parking served by shuttle or bus routes connecting Avon, Beaver Creek, and Vail ski resorts. For example: • Could Avon negotiate with Hoffmann Properties to lease a portion of the large lot south of the City Market parking area that is served by two bus stops? • Would skiers who park there be more likely to shop or dine in Avon after skiing? • Would businesses be more inclined to renew Hoffmann leases if paid parking was eliminated? • Could Hoffmann earn the same or greater revenue through a lease arrangement than from net paid-parking income? • Would Avon recover the lease cost of parking spaces through increased sales tax revenue? Additionally, Avon could consider plowing and utilizing vacant land it already owns to provide free parking. Conclusion Collaboration between local government and private businesses offers a far better solution than imposing a rigid ordinance that risks economic harm and potential litigation. Avon has previously lost court cases, and a cooperative, incentive-based approach would reduce legal risk while supporting local businesses, residents, and visitors alike. From: J Reed Roesler Sent: Tuesday, December 23, 2025 6:19 PM To: Tamra Underwood Subject: Regulation of Parking on Private Property I just read the Vail Daily article on the Town of Avon's proposal to regulate parking on private property, prompted by the many complaints received on account of the system put in place by Hoffman Commercial Real Estate. The article recites that the Town Council is interested in additional feedback but I failed to see any direction on how that additional feedback should be submitted. And so I come to you. I am an Edwards resident and have a fiip phone. I have no way of registering my car under the Hoffman Commercial Real Estate's system. I avoid Avon at every opportunity for this reason. J. R. Roesler Edwards, CO -----Original Message----- From: Scott Raub Sent: Wednesday, December 24, 2025 11:03 AM To: Tamra Underwood Subject: Avon Parking Hi Mayor Nottingham Underwood, I would like to thank you and the Town Council for your efforts to address the parking issues in our Town. I was happy to read the article in the Vail Daily on 12/23/2025. It was timely since last week I received and paid a notice from a collection agency, Valor Intelligent Processing on behalf of PRRC. I paid the $87 despite the fact that I believe the information they provided me was not correct. On 2/20/2025 I parked and dined at Fiesta Jalisco. I entered the lot and registered my vehicle using the QR code. From the information I was emailed by Valor, I entered at 17:59pm. My CC receipt from Fiesta Jalisco indicated that I was there at 6:38pm. The Parking company indicated my exit at 21:31pm. I did not have a 3.5 hour dinner. Besides the restaurant would have been closed by that time. My assumption is that there may have been something wrong with the surveillance camera or time stamp. There was no notiflcation of a parking infraction from February or that I had been sent to collections until last week. I received a text that to me looked like phishing and a second one a few days later prompted me to research. I am a Wildridge homeowner and have worked in the valley for 26 years. The current parking situation makes supporting our local businesses more challenging. As an example, today I went to our new Ace Hardware (so happy they are here) and went inside to ask if I needed to register my car to be in compliance. I am confldent that you and our Town Council will flgure out a solution to improve our commercial parking problems. Thanks, Scott Raub 970-748-4023 jskinner@avon.org TO: Honorable Mayor Underwood and Town Council Members FROM: Jena Skinner, AICP, Planning Manager RE: QUASI-JUDICIAL PUBLIC HEARING Lot B, The Summit - MJR25003 Major Development Plan; DEB25001 Development Bonus DATE: January 8, 2026 STAFF REPORT OVERVIEW: This report presents a Major Development Plan (“MJR”) and Development Bonus (“DB”)applications to the Town Council (“TC”) for the design evaluation and review of a residential apartment complex adjacent to the Avon Center and Town Hall. The Avon Planning and Zoning Commission (“PZC”) has provided a recommendation to the Avon Town Council, and the Avon Town Council will take final action on these applications. After two (2) meetings first held on November 17, 2025, and December 8, 2025, the PZC voted 6-0 to recommend approval of these applications, incorporating several conditions. The proposed project will consist of 164 residential rental units and 4,000 square feet of commercial space, proposed to be conveyed to the Town of Avon. The property is situated between West Beaver Creek Blvd. and the Pedestrian Mall. Located within the Town Core, this development proposes a height of 100’ feet at its highest point and will include various (private) residential amenities such as a co-working space, a fitness center, and a mailroom. Additionally, there will be a three-level parking garage, resulting in a five- level structure on the south side (near the Avon Pedestrian Mall) that increases to eight levels on the north side (along West Beaver Creek Blvd). Andrew Lane of Zehren and Associates is representing Grand Peaks Properties, Inc., the developer applying for development of this property. The property is owned by Avon Hotel Property, LLC. The owner has granted permission to proceed through development review. As part of this development plan, the applicants are also seeking a Development Bonus, which will be evaluated by the Town Council as the project progresses. The Development Bonus application seeks to increase building height and reduce setbacks and parking and is proposing public amenity benefits in the form of a 4,000 sq ft Community Workshop space for arts and culture activation, a pedestrian connection through this property from West Beaver Creek Boulevard to the Pedestrian Mall, and dedication of a portion of the property adjacent to Avon Town Hall to allow the construction of a semi-circle Civic Plaza. NOTE: AVON URBAN RENEWAL AUTHORITY AND DOWNTOWN DEVELOPMENT AUTHORITY: Portions of this project are presented as a public-private partnership whereby the Town of Avon would offer tax increment financing to pay for the cost of construction of the public benefits, including the pedestrian connection, Community Workshop/coffee shop space and adjacent public patio and landscaping, and potential deed restrictions on some portion of the apartment units. This public-private partnership funding is dependent on a separate development agreement and actions by the Avon Urban Renewal Authority and Avon Downtown Development Authority in addition to approvals by Council. This process is anticipated to run in parallel to the development plan review process. Please see Attachment C: Town Manager Report for more information. BACKGROUND: Lot B is related to the original Avon Center development that is located on Lot A. Avon Center was constructed in 1980 and is one of the oldest buildings in the Town of Avon. It is a mixed-use building featuring commercial spaces on the first floor and some residential units (converted from commercial spaces) on the second floor, and six upper floors of residential condominiums. Currently, Lot B serves as a private surface parking lot and provides access to the underground parking garage beneath the Avon Center building. MJR25002, DEB25001 the Summit January 8, 2026 Page 2 of 26 There is a longstanding parking commitment between Lot B and Lot A. In 1988, a restrictive plat note was established, requiring Lot B to dedicate parking spaces for the benefit of Lot A. The restrictive plat note states: This plat is approved by the Town of Avon on the condition that adequate parking to satisfy the requirements of Lot A be available on Lot B. These requirements may be met through either surface or structured parking. The Town of Avon will solely determine whether any additional development of Lot B meets these requirements. Staff’s review of the Town’s approval of Avon Center in 1980 also includes a condition that the development of Lot B must provide 80 parking spaces for the benefit and use of Avon Center (Lot A). In 2016, an application for a 142 room hotel was approved on Lot B. After a series of Development Plan approval extensions, the approvals expired in 2021, and the project was discontinued. An Image of the former project can be seen, below. To the west, Lot 3 of the Sheraton Mountain Vista (formerly Lot C of the Avon Center) has a longstanding relationship with Lot B, as the approved condo-hotel on Lot 3 is required to share driveway access with Lot B upon development. Additionally, both developments share drainage easements along their western property lines. Since Lot 3, Lot B, and Lot A are interconnected, the parties involved are communicating about this project. The Town of Avon, which owns the Pedestrian Mall, is also coordinating with The Summit to enhance connections to this important pathway. MJR25002, DEB25001 the Summit January 8, 2026 Page 3 of 26 Property Address: 0130 W Beaver Creek Blvd. Property Zoning: Town Center (“TC”) Property Size: 1.53 AC SUMMARY OF APPLICATIONS: MAJOR DEVELOPMENT PLAN: Major Development Plan is for the purpose of reviewing compliance with the development and design standards outlined in the Avon Municipal Code. This application will be assessed to ensure it aligns with the goals and objectives of the Avon Comprehensive Plan, the design standards of Title 7, and the criteria specified in Section 7.16.080. DEVELOPMENT BONUS: The Development Bonus process allows an applicant to apply for an increase to building height, reduction to setbacks and reduction to parking by providing public benefits in the form of Community Housing, economic benefits, or improvements to public or civic space. The Summit is proposing a building height that exceeds the maximum allowed height, reduces setbacks, and reduces the required parking. The Summit is proposing the following public benefits: 1. Creation of public pedestrian connection across the site from West Beaver Creek Boulevard to the Pedestrian Mall. 2. Construction and conveyance to Town of Avon of a 4,000 sq.ft. arts and culture space to enhance activation on the Pedestrian Mall. This commercial space would also include a sizable patio with landscaping that would connect this space with the adjacent Pedestrian Mall. 3. Dedication of a portion of land on the southwest corner sufficient for the Town to construct a semi- circle civic plaza. 4. Deed Restriction on some portion of the residential apartments to restrict the rents to 120% Area MJR25002, DEB25001 the Summit January 8, 2026 Page 4 of 26 Median Income affordability. The number of apartments to be restricted is under discussion depending upon available project financing and funding gaps. At this time it is anticipated that 10- 20 apartments would be subject to a deed restriction. 5. Installation of a new art mural. Please see the accompanying Attachment C: Town Manager Report regarding the anticipated funding of the pedestrian connection, Community Workshop space and adjacent patio and landscaping. PROPERTY DESCRIPTION: The subject property is one of the few vacant lots left in Town Center. The property is zoned Town Center which allows mixed-used buildings up to 80’ high. The property slopes to the south and there is approximately 8’ of grade change between West Beaver Creek Boulevard on the north side to the Pedestrian Mall on the south side. The property is primarily paved and used as a parking lot. This property has several trees (cottonwoods) that will be removed upon development. There are 129 existing surface parking spots for the entirety of Lot B currently. This number is estimated, as this parking lot is not striped. There are approximately 40 + 6 ADA spaces near Bob’s main access of Avon Center. Please note that the row of parking spaces parallel to the Avon Center are located on Lot A, not Lot B, included in this number. PROCESS: (Major) Development Plan applications are typically reviewed exclusively by the Planning and Zoning Commission. However, due to the project's location, the Town Council will also review this application as required by Section 7.16.080(e), which mandates Council approval for developments of this size within the Town Core. Additionally, Council will assess the Development Bonus request, which is necessary for this project to proceed to building permit with the proposed design. PUBLIC NOTIFICATION & COMMENTS: Notice of the public hearing was published in the Vail Daily December 29, 2025 in accordance with Section 7.16.020(d) of the Avon Development Code (ADC). Mailed notice is required for the Development Bonus application. This notice was sent to property owners within 300 feet of this development on December 29, 2025. The previous notice as required by the PZC resulted in public comments, attached as Attachment B. One (1) additional comment has been received resulting from the second published and mailed notice. DISCUSSION: The PZC reviewed these applications twice. At the initial meeting, the PZC requested additional information, leading to a continuation on November 17. The main concerns included overall building height, roofline and articulation, the transition to Lot 3 (shadowing), and, most notably, the proposed parking, which is at least 47% below Code requirements. The PZC also appreciated the integration with the Pedestrian Mall, shared access with Lot 3, and the pedestrian connection from West Beaver Creek Blvd. to the Pedestrian Mall. At the November 17 meeting, the applicants presented a 5-foot reduction in building height (from 105 to 100 feet), a study of roof dormer modifications, and improved balcony lighting by proposing low-level downcast fixtures instead of visible wall-mounted lights. They also provided more details on deliveries and STAFF ANALYSIS & REPORT PZC PUBLIC HEARING RECOMMENDATION 11/17/2025 & 12/8/2025 TOWN COUNCIL PUBLIC HEARING 1/13/2025 TOWN COUNCIL PUBLIC HEARING TBD MJR25002, DEB25001 the Summit January 8, 2026 Page 5 of 26 discussed the potential for increased parking if Avon Center determines it has excess capacity due to the additional allocation of spaces, as referenced on Page 1. During final deliberations, the PZC further discussed parking concerns, building height, and massing/articulation. Condition 13 was added, requesting that the applicants consider reducing the number of units near the Pedestrian Mall to lower the building height and improve the step-down effect toward the Pedestrian Mall. Reducing units would also decrease the associated parking requirement. The updated design package reflecting these outcomes is attached as Attachment C. While several downtown urbanized areas have either eliminated or decreased parking requirements that may be functioning well in a city environment, Avon does not share the same components (of a city) that can handle a significant parking shortfall for residential projects. Namely, permitting overnight parking, having a public parking garage, and or several residential side streets or alleys that accommodate overnight parking. With the PZC’s concern that insufficient parking could lead to the Town inheriting parking issues for this rental project, the applicants have increased the number of parking spaces to 1.2 spaces per unit- similar to The Seasons. While occupancy challenges due to limited parking are ultimately the developer’s responsibility, increasing the proposed number of parking spaces may alleviate the PZC's parking concerns. PLANNING ANALYSIS Development Plan applications require analysis to establish compliance with all applicable development and design standards set forth in the Code, including but not limited to the provisions in Chapter 7.20, Zone Districts and Official Zoning Map, Chapter 7.24, Use Regulations and Chapter 7.28, Development Standards. Chapter 7.20 Zone Districts and Official Zoning Map: Table 7.20-9 Dimensions for the Town Center District Min. Lot Size (acres or sq. ft.) Min. Lot Width (feet) Max. Lot Coverage (%) Min. Landscape Area (%) Min. Front Setback (feet) Min. Side Setback (feet) Min. Rear Setback (feet) Max. Building Height (feet) n/a n/a 80 20 0 [1, 4] 7.5 [2] 10 [3] 80 [1] Infill development shall match the smallest setback of existing, adjacent structures. [2] TC abutting a residential district shall match the side yard setback standards of that district. (N/A) [3] When abutting a public street, alley or public right-of-way. The rear setback for TC abutting a residential district shall be 20 feet, regardless of the location of any street, alley or ROW. (N/A) [4] Nonresidential development that incorporates public space such as a plaza or courtyard into the building design may increase the front setback by up to 20 feet to accommodate that area up to 40% of the front building line. (N/A) MJR25002, DEB25001 the Summit January 8, 2026 Page 6 of 26 Project Development Summary: AMC PROVIDED Lot Sized in square feet and acres N/a 66,925 sf / 1.5364 ac Lot Coverage (Structures) 80% 42.7% or 28,578 sf Landscaping - See also proposed water budget calculations as part of the application materials 20% 20.1% or 15,640 sf of The Summit area. There is additional landscaping that will be located offsite on Lot A and potentially along the Pedestrian Mall. Total irrigated area 100% or 15,640 sf Total spray irrigated area 34.7%5, or 436 sf Total drip irrigated area 65.2% or 10,204 sf Setbacks: North (West Beaver Creek Road) - FRONT 0’ 0+ – 10+ FT East (Lot A) - SIDE 7.5’ *Min. 5 FT South (Town Hall/Lot 3) - SIDE 7.5’ *Min. 7.5+ FT West (Avon Pedestrian mall) - REAR 10’ Min 5+ FT Building Height: Measured at ridgeline to grade, per AMC 80’ Max height to the tallest point on the roof is 100’ Stories *Includes roof as a separate story N/a 7 (8*) – North side (W BC Blvd) 5 (flat roof) – South side (Pedestrian Mall) 8 (9*) – West side (Lot 3) Lot Coverage: • This project achieves conformance with lot coverage limitations. Landscaping: • This project achieves conformance with the landscaping limitations. Per the water budget calculator, the proposed Gal/sf/Season water use is 0.84, which would exceed the water budget limitations of Appendix B Water Efficient Landscape Design Budget Calculator of 0.75 Gal /Sf /Season. However, some of the calculated landscaping area is located on Lot A as detailed on application page 12 Hydrozones Water Use of the application materials. Although the exact calculations are not broken out per property, assumptions that Lot B is in conformance with this limitation are being made with this project. • Avon Staff indicated that the proposed landscaping on portions of the property to be dedicated to Town of Avon are not consistent with the Town's plantings in other nearby public spaces. A condition is proposed that landscaping on the portion of property to be dedicated Town as public space must conform to direction by Avon Staff so that it is consistent with nearby public landscaping. Setbacks: • There are minimal encroachments regarding setbacks. The applicants have produced a diagram that shows these encroachments as part of their application (see below and next page). MJR25002, DEB25001 the Summit January 8, 2026 Page 7 of 26 Encroachments include: • East Side: Roof and On-Grade Parking encroachment onto Lot A. Includes property line encroachment (in orange circle) – see image next page • South/Pedestrian Mall: Balcony and Roof Encroachment • West: Retaining wall setback encroachment in the side setback (in orange circle) • North: No setback encroachments • The Summit is also proposing encroachments into the westside easements. Agreement for these encroachments is between the two landowners as the easements are shared and private between Lot B and Lot 3 without an interest of the Town of Avon. Setbacks: Lot A / Lot B Connection Lot B Roof Overhang onto Lot A MJR25002, DEB25001 the Summit January 8, 2026 Page 8 of 26 Budling Height: • The applicants state that the building maximum is 100’ from grade. Recognized as a sloping lot, portions of the building will have varying height, depending on grade (see larger drawings in Attachment C). Avon calculates building height as the distance measured vertically from the existing grade or finished grade (whichever is more restrictive) at any given point outside the building to the top of a flat roof, mansard roof or sloping roof. Within a building, height shall be measured vertically from any point on a flat roof, mansard roof or sloping roof to the existing grade or finished grade directly below said point. • The applicants are proposing a pitched roof as part of their design. Other buildings in Avon feature a similar roof style, where the roof is integrated into the top level of the structure. The PZC questioned whether the roof's overall size can be reduced to lower the overall height of the building, as height and massing were a PZC concern. In comparison, the Avon Center and the Sheraton are close to 100 feet tall but with “squarer shapes”, unlike the elongated design of The Summit. The proposed design may create a tunnel effect with the Lot 3 condo-hotel or resemble a wall if the building does not include adequate articulation, as is recommended by the design standards in the Code. The PZC conditions include further study for the existing design. Uses: Pursuant to Section 7.24.010 Table Of Allowed Uses, “Multi-family” and commercial uses are permitted use within the Town Center Zoning. 7.20.100 Employee Mitigation: The Application is subject to the Code Employee Housing Mitigation standards. Per the calculation, The Summit is required to mitigate 9.02 employees, based on 164 units. The applicants are proposing a combination of unit dedication (for rent at 120% AMI), plus additional cash in lieu, permitted when you have less than one (1) employee. The preference of the Town is to create Deed Restrictive housing units. Since these units are rentals, the property would have to have an agreement to provide rent-capped units, much like at Buffalo Ridge or Six West in Edwards. As the calculation yields 9 employees per calculation in Table 7.20-20 Employee Housing Mitigation Formulas, the applicants propose offering four (4) 2-bedroom units plus the remaining 0.2 of an employee mitigated as a fee in lieu payment of $1,749. Onsite employees would be given first priority for these units. The Summit would be subject to yearly compliance for the proposed restricted units. MJR25002, DEB25001 the Summit January 8, 2026 Page 9 of 26 Formula: Four (4) units x 2 bedroom units (972 sf) @ 120% AMI. 4 x 2.25 employees = 9 employees Cash in lieu: (9.02 – 9.0 employees) * $87,438 = $1,749 PZC is recommends approval of the proposed Employee Housing Mitigation Plan. According to Section 7.20.100(h), Council must certify the approval, approve with conditions, or deny the Employee Housing Mitigation Plan as presented and or any amendments to it. This decision will be based on compliance with the provisions of this chapter. 7.28.020 Parking and Loading: The applicants are proposing a very comprehensive parking and operations plan with 268 parking spaces total for the residents and guests of Lots A and B, plus spaces for commercial uses. The Town’s previous approval of the Avon Center development on Lot A included a requirement that the development of Lot B would include 80 parking spaces for the benefit of Lot A/Avon Center. The applicant is proposing a total of 80 parking spaces that would be dedicated for use by Lot A/Avon Center. Staff calculates the required parking for the residential and commercial space as 320 total parking spaces (not including the 80 required for Lot A/Avon Center). The Applicant is proposing to reduce the parking required by Code by 132 parking spaces to 188 parking spaces to serve the Lot B development plus 80 dedicated to Lot A/Avon Center for a total of 268 parking spaces. The applicant is proposing a parking management plan that would charge non-residents for parking and allow for vouchers from commercial patrons. No long-term parking is being offered. • The proposed parking management plan will be a requirement of this approval given the need for shared parking arrangement. • Lot A has provided an informal acceptance/acknowledgement of the proposed parking plan and number of spaces being shared, from the Owners Association. Staff has also added a condition that a parking management plan agreement be recorded as a covenant on both Lots B and A, formalizing the shared parking arrangement. • The proposed number of parking does not meet the minimum Code requirements and is dependent upon approval of the proposed Development Bonus which allows a reduction of parking. Staff does acknowledge that use of the Avon Municipal Lot or other on-street parking in the Town Core may be a viable option for the proposed community commercial space patron parking as a potential alternative than onsite- for that use. Parking Calculations – Required/Code: Use Category Use Type Parking Requirement Actual required Residential Residential Dwelling, Multi-Family Studio/ Lockoff/ - 1 per unit 1 bedroom/ - 1.5 per unit All others- 2 per unit Residential dwelling, multi-family: Studio - 1 per unit: 4 x 1 = 4 spaces 1 bedroom - 1.5 per unit: 60 x 1.5 = 90 spaces All others - 2 per unit: 100 x 2 = 200 spaces 294 residential spaces required Guest Parking for Multi-Family Over 25 units - 7 spaces plus 1 space for each 5 units in excess of 25 up to a maximum of 10 additional spaces. Over 25 units - 7 spaces plus 1 space for each 5 units in excess of 25 up to a maximum of 10 additional spaces based on 164 units: 10 guest spaces required MJR25002, DEB25001 the Summit January 8, 2026 Page 10 of 26 POTENTIAL Public/Commercial Space Community Space / General Commercial Uses - unless otherwise stated 4 per 1,000 sq. ft. GFA 4000 sq ft 16 spaces required TOTAL 320 Spaces Required* *Staff calculated the parking needs for the commercial space slightly different from the applicants ADA Parking Spot Requirement example (per ADA.Gov): Total Parking Spaces Min. Accessible Spaces Required Min. Van-Accessible Spaces Required 1–25 1 1 26–50 2 1 51–75 3 1 76–100 4 1 101–150 5 1 151–200 6 1 301–400 8 2 The applicants have not specified the number of accessible parking spaces. Unlike electric vehicle (EV) spaces or loading areas, which may be shared or regulated for certain hours, accessible (ADA) spaces cannot be designated as interchangeable parking spots. Proposed EV Spots: EV Installed: 4 commercial spaces (1 accessible) + 10 residential spaces = 5% of 42+4 commercial spaces + 5% of 184 residential spaces EV Ready: 19 residential spaces = 10% of 184 residential spaces (18” space allotment provided at nose of car for future-mounted equipment) EV Capable: Electrical load provided, for 40% of all parking. Proposed for Lot B: Source: Grand Peaks *Please see narrative for Development Bonus with the attached application for commentary regarding this parking justification. **Between PZC and Council, the applicants have added 28 additional parking spaces. The original proposal formerly proposed 240 parking spaces. The current proposal results in a 1.1 parking space ratio. The Summit - Proposed Location Number of Spaces Lot B at Grade (Avon Center) 38 Lot B Below Grade Structure Residential 184 TOA Commercial 4* Avon Center 42 Total Proposed on Lot B 268** MJR25002, DEB25001 the Summit January 8, 2026 Page 11 of 26 • A comparison of Council’s parking requirement approval of other multi-family projects is set forth as follows: NUMBER OF UNITS SPACES PER UNIT GUEST OTHER/ NOTES TOTAL SPACES Frontgate 81 2 10 17 Bike 172 Seasons- Residential 104 1.2 Garage 124 Lot 3 - Hotel 111 1.4 N/a Valet/Garage 157 Wyndham 58 1 N/a Garage 58 One Riverfront 40 1.2 Garage 48 7.28.070(b)(3) Retaining Walls: A retaining wall shall not exceed seven (7) feet in height unless approved by the PZC and it is demonstrated that no alternative site layout is functional. • There is at least one (1) wall that will be seven feet. Staff feels this wall is necessary to support this site design and proposed layout given the grade changes of the property. • The Planning Commission accepted/approved the proposed retaining wall with this application. DESIGN STANDARDS ANALYSIS: Chapter 7.28 – Development Standards 7.28.010 Purpose and applicability. (a) Purpose. The purpose of the development standards in this Chapter is to establish the minimum requirements for design and development within the Town. The development and design standards in this Chapter shall apply to the physical layout and design of all development, unless exempted by this Development Code. These provisions address the physical relationship between development and adjacent properties, public streets, neighborhoods and the natural environment in order to implement the Comprehensive Plan vision for a more attractive, efficient and livable community. (b) Applicability. The general applicability of the provisions of this Chapter are more completely defined in this Section. All new development shall comply with the standards of this Chapter. Any modification to an existing development that is nonconforming to the regulations of this Chapter which results in an addition or removal of fifty percent (50%) or more of the development shall require the entire development to come into compliance. Chapter 7.28 is the most significant Code aspect used in examining a Development Plan. The following is the analysis of The Summit and how it complies with this chapter. 7.28.090 Design Standards: General Purpose. The general intent of the design standards is to implement the Avon Comprehensive Plan vision of an attractive, efficient and livable community that features stable neighborhoods and promotes a mix of uses in well-designed community focal points. Importantly, to ensure a high quality appearance for residents and visitors of Avon and promote good design while allowing flexibility, MJR25002, DEB25001 the Summit January 8, 2026 Page 12 of 26 individuality, creativity and artistic expression; while also protecting and enhancing the unique mountain character and economic development of Avon by encouraging physical development that is of high quality and is compatible with the character, scale and function of its surrounding area. This section will focus on key aspects of these standards, typical in reviewing a Major Development Plan. Solar Access: Staff requested and received a solar analysis from the applicant (see attached materials). It demonstrates that solar access on the drive path shared with Lot 3 will be shaded almost 100% percent of the time, all year long. Proposed to utilize a snowmelt system, it will be imperative to have this system be operation during the winter months for safety reasons. Building Design, Building Materials and Colors: The proposed materials include a combination of rock veneer accents, square metal panels, composite paneling (masonry), and wood-look siding/trim, with timber and other structural accents – similar to those materials proposed for the neighboring condo-hotel. Avon Development Code Section 7.28.090(c)(3), Building Materials, requires the use of “high quality, durable building materials”, and “preferred materials reflect the Town’s sub-alpine character such as native stone, wood siding, masonry or timbers.” All of these materials are considered with this design. • While the Avon Municipal Code does not specifically have a color chart and requires indigenous natural or earth tones, such as brown, tan, grey, green, blue or red, in muted, flat colors, use of the proposed color scheme may be considered a bit dark- especially along the western side, which will be shaded and backlit effectively the majority of the day, all year long. MJR25002, DEB25001 the Summit January 8, 2026 Page 13 of 26 • See Solar Study attached/within the application materials • Contrast has been a topic of discussion recently with other projects. While reflective value of 60 is limiting for some paint colors, the colors proposed may be considered very close and not offer or add to the appearance of articulation. 4-Sided Design: The building is elongated, ending in an “L” at the south and incorporating a varied peaked roof. The building itself has wall features (“stripes”, for a lack of a better term). The structure does not have significant articulation along its length but uses the roofline overhang and certain vertical architectural features to create visual relief. MJR25002, DEB25001 the Summit January 8, 2026 Page 14 of 26 Scale and Massing: Per Code, “…buildings greater than two stories or thirty (30) feet in height shall be designed to reduce apparent mass and visually anchor the building to the site by including a clearly identifiable base, body and top, with horizontal elements separating these components.” While the south end of the building consists of less floors and becomes more relatable to the open area of the pedestrian mall, the majority of the complex is vertical in design and does not have an identifiable base along the east and west elevations. Further, the linear aspects are not pronounced nor have significant recesses and projections, as you see with Lot 3, without any step backs. Development Transitions: This Code section recognizes that there is a relationship to neighboring buildings as things develop. Where the open pedestrian mall and integrations have a relationship with the Avon Center, there appears to be no acknowledgement of the proposed development to the pending condo-hotel on Lot 3. • The concerns are centered on solar access and overall life and safety issues related to the valet parking system in Lot 3. The system is tightly configured, which may lead to potential conflicts with residents exiting the development onto West Beaver Creek Blvd. The elongated western elevation lacks proper articulation, presenting an opportunity to modify the structure. Such modifications could help alleviate potential conflicts and enhance safety at the shared access points for entering and exiting the area. MJR25002, DEB25001 the Summit January 8, 2026 Page 15 of 26 • Please see the proposed condition requiring an improved design and or plan for this shared access. Additional detail is required. If Council deems the proposed design acceptable, this condition should be removed. Water Use: ERWSD has not had the opportunity to review the needs of this development. According to communication with the District, the Applicants were encouraged to submit materials for preliminary review in August. Although there has been no indication that water will not be available for this project, it will be required to coordinate with the existing infrastructure of the District prior to building permit. Snow Storage: Snow storage will be nil, as most of the exterior surface areas will be heated or covered by building or hardscape. Much like the neighboring condo-hotel on Lot 3, snowmelt systems will be utilized to maintain an ongoing snow-free area for pedestrians and users of the civic space. However, as the proposed surface lot is not snow melted, this parking lot will necessitate proper snow storage or an alternative method of snow removal. Landscaping: Landscape plans are included in the attached packet. The landscape plan meets the minimum requirements and utilizes drip for all disturbed areas; however, portions of landscaping are offsite on the Avon Center property. The landscaping plan should acknowledge onsite and offsite areas. Roof Material and Pitch: The roof material and pitch were reviewed for compliance with Sec. 7.28.090(c) (4) Roofs. On the top level, the distinct roof is “articulated” or broken up using architectural accents, and the small portion of flat roof on the southwest side shows distinct variation of this secondary roofline. As such, the proposed design is not singular or monotonous and provides an acceptable visual appeal overall. Exterior Lighting: The exterior light fixture selected for the project is predominantly down cast, modern fixture style and in compliance with the Outdoor Lighting Ordinance and Section 15.30.040. • The lighting shown consists of full cutoff fixture or downcast fixtures engineered to minimize light glare upward into the night sky. • All windows that are lit from corridor lighting need to be glazed or tinted to prevent glare. • A complete lighting/photovoltaic plan has been submitted and is part of the attached application materials. • Concerned with light trespass from balconies, the Applicants modified their plans as an outcome of the PZC meetings to use a low-level deck light that will help in preserving DarkSky concerns. MJR25002, DEB25001 the Summit January 8, 2026 Page 16 of 26 7.28.090. (j) Mixed-Use and Nonresidential Design Standards. See also Appendix A- Mixed Use for more detailed examples Purpose. The mixed-use and nonresidential design standards are intended to protect and preserve the quality and character of the built environment in the Town. More specifically, the purposes of this Section are to: (i) Encourage high quality development as a strategy for investing in the Town's future; (ii) Emphasize the Town's unique community character while maintaining and enhancing the quality of life for the Town's citizens; (iii) Enhance the Town's sense of place by shaping the appearance, aesthetic quality and spatial form of structures and developments; (iv) Protect and enhance property values; (v) Minimize negative impacts of development on the natural environment; (vi) Provide property owners, developers, architects, builders, business owners and others with a clear and equitable set of parameters for developing land; (vii) Encourage a pedestrian-friendly and bicyclist-friendly environment; (viii) Ensure greater public safety, convenience and accessibility through the physical design and location of land use activities; and (ix) Promote both the sustainability of the structure and the overall community. Building Layout and Design: The design of this structure generally conforms to Section 7.28.090(j) and offers a significant pedestrian corridor connecting West Beaver Creek Blvd. to the Pedestrian Mall, as previously mentioned. There are entrance points on both the north and south ends of the complex, and commercial located along the mall. • Parking is underground with limited surface parking on the upper area of Lot B. • It is unclear how deliveries will be made to the commercial area along the Pedestrian Mall, as the Avon Municipal lot at Town Hall does not have a designated loading zone. • The applicants are offering a loading zone along West Beaver Creek Blvd. to replace the existing on-street parking. It is unclear whether this loading area will have time restrictions, such as allowing parking outside of delivery hours, which is common in other jurisdictions; the reserved fire lane will prohibit parking. It is worth noting that the Town has faced challenges with the nearby Sheraton property due to the absence of a defined loading area. Often large delivery trucks park in the middle of the boulevard affecting traffic and creating unsafe conditions. Currently, deliveries to the Avon Center unload in the unobstructed parking lot, which will be eliminated as part of this development. Establishing a shared loading zone capable of accommodating an 18-wheeler would be a significant advantage- especially with the development plans for Lot 3, and future redevelopment plans for the Sun Road redevelopment area. MJR25002, DEB25001 the Summit January 8, 2026 Page 17 of 26 Storefronts and Pedestrian Entrances. The building does not include a commercial, at sidewalk grade, storefront on West Beaver Creek Boulevard. An entrance/lobby area is proposed on the sub-ground floor and there is a second floor exercise and lounge area proposed to face West Beaver Creek Boulevard. The entrance is approximately 4’ below the sidewalk grade on West Beaver Creek Boulevard. The developer is proposing this grade for construction efficiency across the site from north to south. The interface on the south side is much stronger and is intentionally designed to connect to the Pedestrian Mall as one of the public benefits. Section 7.28.090(j)(4)(vii) Storefronts and Pedestrian Entrances contains design criteria which is reprinted below: Looking South from W BC Blvd. Pedestrian Mall Elevation MJR25002, DEB25001 the Summit January 8, 2026 Page 18 of 26 (vii) Storefronts and Pedestrian Entrances. (A) The first floor of all new buildings shall provide: a pedestrian-friendly environment, with human-scale and natural building materials; extensive storefront windows for display and views into the business; and access directly from adjacent sidewalks. (B) When transparency is in conflict with internal functions of the building, other means shall be used to activate the street-facing facades, such as public art, architectural ornamentation or details or color patterns. (C) To encourage activity along the building frontage, entrances shall be located at intervals of a maximum of thirty-two (32) feet. (D) The primary access to retail spaces on Benchmark Road, Main Street and W. Beaver Creek Boulevard shall be from the sidewalk. [Emphasis added]. (E) New buildings should relate to the public space through architectural frontages that provide direct access into them and a transition between their private space and public streetscape. (1) New buildings shall be designed with frontages that activate the street by providing direct access to ground-floor commercial spaces. [Emphasis added]. (2) To the maximum extent feasible, the principal building entrance shall face an adjacent public street, public plaza or primary public walkway. In cases where the principal entrance does not face the principal street, the entrance shall be connected to the street and adjacent parking areas with a sidewalk. (F) In order to ensure that building entrances are welcoming to pedestrians, easily identifiable and accessible from streets and sidewalks, primary entries shall be clearly visible from the street and accentuated from the overall building facade by: (1) Differentiated roof, awning or portico; (2) Covered walkways or arcades; (3) Projecting or recessed entries from the surrounding building facade; (4) Detailed doors and doorways with transoms, sidelights, trim details and/or framing; (5) Windows within doorways equivalent in size to fifty percent (50%) of door surface area; and (6) Decorative nighttime lighting where appropriate. (G) Secondary entrances shall have minor architectural detailing that adds visual interest to that portion of the facade. (H) Public doors and entryways shall be a combination of glass and metal or wood or solid wood. The Application meets nearly all criteria for storefronts and pedestrian entrances with the exception that it does not provide ground floor commercial space at sidewalk grade on West Beaver Creek Boulevard. The proposed entrance that is 4’ below grade is designed to respond to the requirement to provide parking for Lot A/Avon Center and to provide a commercial space facing the Pedestrian Mall which is within 2’ of the grade of the Pedestrian Mall (which avoids the need for railings on the public patio). The MJR25002, DEB25001 the Summit January 8, 2026 Page 19 of 26 nature of the site along with the parking and amenity commitments to Lot A/Avon Center and the requirements to match the parking garage levels with the Lot 3 development and the existing entrance to the Lot A/Avon Center parking structure present a lot of design constraints and challenges. Staff supports the proposed entrance on West Beaver Creek Boulevard that is 4’ below sidewalk grade because the entrance is still very visible, the apartment building use is not expected to have a retail frontage, providing parking for Lot A/Avon Center presents unique challenges and constraints, and the overall design allows for a better design of the commercial space on the Pedestrian Mall. MAJOR DEVELOPMENT PLAN – REVIEW CRITERIA: § 7.16.080(g), Development Plan 1. Evidence of substantial compliance with the purpose of the Development Code as specified in §7.04.030, Purposes; Staff Response: The application generally complies with the applicable purpose statements outlined in the Development Code. Purpose (l) states, “Promote architectural design which is compatible, functional, practical and complimentary checking to Avon's sub-alpine environment.” The "mountain modern aesthetic" in architecture is compatible with other hotel developments, such as the Westin, the Wyndham, and the proposed Lot 3, which utilize similar materials like stone, wood-like siding, metal, and timber accents. However, as noted in the analysis, one consideration is that the colors and materials may not provide enough contrast and may be too dark for such a large building, particularly on the elongated and shaded west side. 2. The design conforms with the Avon Comprehensive Plan and other applicable, adopted plan documents; Staff Response: The site is located in the Town Core District (District 1 of the Comprehensive Plan), which states, “The Town Center District serves as the heart of the community. A mix of lodging, residential, government services, civic facilities, and commercial uses complement social, cultural, political, and recreational gatherings in the District. It provides a diversity of land uses in vertically mixed-use buildings to be the common ground between full-time residents, part-time residents, and destination guests. The Town Center District will continue as the primary focus for mixed use, pedestrian-oriented residential and lodging development within the Town. The size of the parcels provides an opportunity for a variety of redevelopment opportunities. Avon should encourage redevelopment opportunities when they provide community benefit, improve street patterns, and create more direct pedestrian walkways and bike paths.” The planning principles outlined for District 1 emphasize a mix of residential, lodging, and other uses. While this development is intended to be mixed-use, it predominantly consists of residential units. The proposed architectural design is compatible with the Avon Town Core, and this development aligns with the intentions of the Comprehensive Plan. If this property is used for short-term rentals, Avon could benefit from funding for Community Housing, much like that received from the Avon Center or the Wyndham. However, without a significant commercial component, the revenue potential is mainly limited to property taxes within the Avon Urban Renewal Area and, after its expiration, the Downtown Development Authority. 3. Consistency with any previously approved and not revoked subdivision plat, planned development, or any other precedent plan or land use approval for the property as applicable; MJR25002, DEB25001 the Summit January 8, 2026 Page 20 of 26 Staff Response: The application demonstrates the original intention of the Avon Center development. This project will complete the planned shared access with Lot 3 and provide parking for the Avon Center, a long-considered aspect of the project. Therefore, this project aligns with the objectives of the original approvals. 4. Compliance with all applicable development and design standards set forth in this Code, including but not limited to the provisions in Chapter 7.20, Zone Districts and Official Zoning Map, Chapter 7.24, Use Regulations, and Chapter 7.28, Development Standards; Staff Response: The application does not comply with Code pertaining to height, parking, and setbacks; however, with approval of the Development Bonus these modifications will be acceptable. 5. That the development can be adequately served by city services including but not limited to roads, water, wastewater, fire protection, and emergency medical services; and Staff Response: The Engineering Department is working on all technical aspects of this project with the applicants. Water will be provided by the ERWSD. The establishment of how many water taps will be needed is still pending. However, there has been no indication there will be an issue in providing water service for this project. The Engineering Department has recommended additional analysis and design for the shared parking garage ramp access that will serve Lot B, Lot 3 and the Avon Center parking garage. This recommendation is included in the proposed conditions. 6. The development design conforms with the character of the surrounding community; or, where redevelopment is anticipated, relates the development to the character of Avon as a whole. Staff Response: The property is situated in the Town Core. The proposed building height is similar to Avon Center and Sheraton Mountain Vista (approximate 100’), but is several floors taller than the current approved, but not built, development on Lot 3 (73’). The overall design of this development aligns with the architectural styles of similar projects, featuring design elements such as high-end building materials, civic enhancements, and appropriate intensity of use. MJR25002, DEB25001 the Summit January 8, 2026 Page 21 of 26 DEVELOPMENT BONUS: § 7.16.170(e) Review Criteria 1. Impacts do not outweigh benefits. External impacts of requested development bonuses on the public, adjacent property owners, or the Avon community do not outweigh the public benefits. Staff Response: This project is significant in its design. The height proposed in this particular area of Town Core of 100’ will be clustered with the Sheraton (99’), Avon Center (90’-98’), The Seasons (84’), Wyndham (80’), and Lot 3 (73’). The proposed public benefits of this project include: • A pedestrian connection across the property connecting West Beaver Creek Boulevard to the Pedestrian Mall. • A 4,000 sq. ft Community Workshop/coffee shop space for arts and culture activations along with a sizeable public patio and landscaping connection to the Pedestrian Mall. • Dedication of portion of land to allow the construction of a Civic Plaza between the Town Hall and Pedestrian Mall (SW corner of Lot B) • Activation of the Pedestrian Mall with integrated improvements with Lots A and B • A colorful art mural Council will need to weigh the impacts of increased building height and reduced parking with the public benefits offered. Staff recognizes that the location and configuration of Lot B is uniquely associated with the public benefits in that there are no other properties that can provide the public benefits offered by this property. Specifically, there is not another opportunity for a strong pedestrian connection between West Beaver Creek Boulevard and the Pedestrian Mall, a dedication of a portion of Lot B is necessary for the semi-circle Civic Plaza design at Town Hall, and this project represents the last significant opportunity to create activation and place making on the Pedestrian Mall. 2. Mitigation of impacts. If impacts are presented by the requested development bonus, they shall be mitigated by the Applicant to the extent practicable. Town may require an analysis and may require mitigation of the impacts on all public facilities, infrastructure, and services which serve the property, including but not limited to public infrastructure, streets, additional water rights required to serve the development, fire protection, ambulance services, transit, parks, and recreation. Conditions to granting a development bonus may be necessary to ensure harmony with the community. Staff Response: There are conditions that are required with this application. Internal concerns identified to date largely concern parking, engineering, and implementing the Development Agreement. Items that have not been finalized like the loading space replacing on street parking, water taps/service, water use, rent-capped employee housing units, the pedestrian connection, and the improvements on the Pedestrian Mall, will need to be captured in future agreements. Please see Attachment C: Town Manager Report. 3. Location and design. The location and design of any contribution towards public parking, transit, pedestrian enhancement, streetscape improvement, or civic facilities shall take into MJR25002, DEB25001 the Summit January 8, 2026 Page 22 of 26 consideration functionality, current and projected demand, and long-term maintenance and operation costs, and shall include such legal documents as are deemed necessary and acceptable to the Town. Staff Response: The Town of Avon will need to address maintenance of the pedestrian connection and the coordination with the developer on the integrated improvements along the Pedestrian Mall, and with the four (4) proposed parking spaces within the structure. At present, the Town’s design consultants and the developer’s design consultants are coordinating on these improvements; however, no formal agreements have been executed. This will be similar for the proposed Community Workshop space. Staff anticipates this will be discussed with Council and captured in Agreements. Please see Attachment C: Town Manager Report. GENERAL REVIEW CRITERIA: §7.16.020(f)(1), General Criteria, which provides criteria that are applicable to all development applications: (1) Review Criteria. The reviewing authority shall be Director when the Director has the authority to administratively approve a development application. The reviewing authority shall be the PZC and/or Town Council for all development applications which are subject to public hearing. The reviewing authority shall review development applications for compliance with all relevant standards and criteria as set forth in the specific procedures for the particular application in this Development Code, as well as the following general criteria which shall apply to all development applications: (i) The development application is deemed complete; Staff Response: The applicants have supplied sufficient materials, necessary to make a completeness determination for this application. (ii) The development application provides sufficient information to allow the reviewing authority to determine that the development application complies with the relevant review criteria including a complete narrative with additional application materials; Staff Response: The applicants have provided adequate materials to support this finding, allowing the project to proceed forward in completing all studies and designs prior to submitting for a building permit. (iii) The development application complies with the goals and policies of the Avon Comprehensive Plan; Staff Response: The anticipated development within this area is recognized as appropriate and in general compliance with the Comprehensive Plan. This compliance is based on the initial development approvals for the Avon Center, which once contemplated development at this location as a phase of development. (iv) The demand for public services or infrastructure has been mitigated through the ongoing development permits. Staff Response: The applicants have supplied sufficient materials necessary for establishing service for this development and is an acceptable and complete application. MJR25002, DEB25001 the Summit January 8, 2026 Page 23 of 26 RECOMMENDED FINDINGS: MJR25003 §7.16.080(g) – Development Plan Review Criteria 1. Evidence of substantial compliance with the purpose of the Development Code as specified in Section 7.04.030, Purposes has been provided and is generally sufficient for this review; 2. With conditions and the approval of the associated Development Bonus, the application is sufficient for analysis; 3. The application provides sufficient information to allow Council to determine that the application complies with the relevant review criteria (or not); 4. The development is in compliance with most of the applicable development and design standards set forth in this Code, including but not limited to the provisions in Chapter 7.20, Zone Districts and Official Zoning Map, Chapter 7.24, Use Regulations and Chapter 7.28, Development Standards, and remains generally consistent with the previous approval for the Avon Center. 5. The mixed-use and nonresidential design standards sufficiently protect and preserve the quality and character of the built environment in the Town with respect to the impacts of its design upon the community; 6. The development can be adequately served by city services, including but not limited to roads, water, wastewater, fire protection and emergency medical services; and 7. The development design conforms with the character of the surrounding community; or, where redevelopment is anticipated, relates the development to the character of Avon as a whole. DEB25001 §7.16.170(e) – Review Criteria 1. The potential impacts of this infill development do not outweigh the public benefit provided with this development project in introducing additional residential activity in this area, the potential offset in promoting greater economic sustainability, the increased demand for new or improved commercial demand in Town Core, and the potential for enhanced community engagement in this area. 2. The Applicant is proposing a reduced number of required parking. Mitigation of the impacts on public facilities, infrastructure, and services which serve the property, including but not limited to public infrastructure, streets, deliveries, water required to serve the development, fire protection, ambulance services, and the public pedestrian connection appear to be sufficient. 3. The development's location and design provide a welcome pedestrian connection from West Beaver Creek Blvd. to the Avon Pedestrian Mall, continuing to Nottingham Park or Lettuce Shed Lane, transit, and the gondola. Greater activation of the Pedestrian Mall is beneficial, as is much needed community space. GENERAL CRITERIA FINDINGS §7.16.020(f)(1) – General Criteria 1. The development applications are complete; 2. The development applications provide sufficient information to allow PZC to determine if it complies with the relevant review criteria; MJR25002, DEB25001 the Summit January 8, 2026 Page 24 of 26 3. The development applications comply with the goals and policies of the Avon Comprehensive Plan; and 4. The demand for public services or infrastructure exceeding current capacity (e.g., water, sewer, and storm drainage) does not require mitigation at this time and will be coordinating prior and during the next phase for the building permit. OPTIONS: Council has the following options: • Approve the application with conditions as presented • Approve the application with modified findings or conditions • Continue the public hearing to a specific date • Recommend denial, with findings PROPOSED CONDITIONS: Note: If Council accepts the design as presented then conditions 3 and 13 should be deleted as part of the motion for an approval. 1. The Employee Mitigation program will require a Deed Restriction Agreement to memorialize this requirement, ensuring compliance with AMC §7.20.100. 2. Engineering approval for all site access points, the acceptance of the loading space design, and drainage shall be required prior to the issuance of a building permit. 3. An alternative roof design is required to reduce the height of the proposed structure, specifically in consideration of Lot 3 on the west elevation, prior to submitting a building permit application. The design should include options such as stepping back the upper levels as it relates to Town Hall and Lot 3 and or enhancing the articulation of these elevations. These changes aim to increase sunlight exposure and reduce the length of the building's façade. Approval for this design change will be processed through a Minor Development Plan application and reviewed by PZC prior to building permit. 4. Lights installed in recessed lighting fixtures must not cause glare or disturbances for neighboring property owners. If any glare is detected, lower wattages or diffusers will be required for all fixtures. Additionally, all windows in illuminated corridors must be glazed or tinted to prevent glare and to ensure that light from these areas cannot be seen from neighboring properties, which could be considered nuisance lighting. 5. An on-site building material mock-up shall be reviewed and approved by PZC before completion of framing. 6. The proposed parking management system shall be an operational requirement for this development. A Parking Management Plan Agreement shall be recorded as a covenant between Lots A and B. 7. Accessible parking spaces shall be provided in accordance with all applicable accessibility standards of the prevailing Americans with Disabilities Act (ADA), Federal Fair Housing Act (FFHA) and MJR25002, DEB25001 the Summit January 8, 2026 Page 25 of 26 International Building Code (IBC). The required number of spaces are in addition to the proposed number of typical parking spaces provided by the developer. 8. Long-term maintenance and operation costs of the pedestrian improvements shall be captured in an agreement deemed acceptable to the Town. 9. The developer shall coordinate design and construction efforts with the Town of Avon on the Avon Pedestrian Mall. All improvements installed by the developer must be accepted by the Town of Avon prior to the issuance of the residential Certificate of Occupancy. 10. The final landscaping plan must include plants and other vegetative materials approved by the Town of Avon Master Gardener for the proposed civic space, ensuring consistency with the Town's other plantings. 11. A Sign Plan will be required to be submitted with the building permit. If Lot B is not going to use the Sign Plan/Program of the Avon Center, they will need to create and achieve approval of an independent sign program. 12. A detailed plan and or proposed design for the whole intersection…” at West Beaver Creek Blvd/Sun Road must be provided to and approved by the Town of Avon Engineering Department prior to the submittal for a building permit. 13. South of the elevator core on levels 7 and 8, the building will be dropped back down to code height (decreasing the total number of units to 160). 14. A Development Agreement that addresses funding through the Avon Urban Renewal Authority and Avon Downtown Development Authority must be prepared, reviewed and approved by Council, Avon URA Board of Directors, the Avon DDA Board of Directors and the applicant prior to issuance of a building permit. RECOMMENDATION: Staff first recognizes that this project is very complex with a variety of interrelated details, and for this reason, recommends that Council continue the public hearing to January 27, 2026 or February 10, 2026 to allow time for Council to fully understand the complete application. Staff finds that the application meets most of the design criteria and that the public benefits are significant and unique to this property and therefore recommends approval of the application. If additional information is needed, the applications may be continued to a future date in accordance with Code §7.16.020(e) Public Hearings. If Council finds that all concerns have been addressed, approval with conditions is recommended. If further review or materials are required, a motion to continue is included below. RECOMMENDED MOTIONS (Optional): “I move to continue this application to with direction for the applicant to [example] amend the application reflecting on building design and in addressing/satisfying some of the proposed conditions concerning access, parking, and other design requirements.” Or MJR25002, DEB25001 the Summit January 8, 2026 Page 26 of 26 “I move to approve applications MJR25003 and DEB25001 based on the proposed findings as found in §7.16.080 Development Plan, §7.16.170 Development Bonus and §7.16.010(f)(1) General Criteria (for an application) with inclusion of the conditions as proposed.” Thank you, Jena ATTACHMENT: A – Developer Application B – Public Comments C – Town Manager Report 970-748-4078 kfraser@avon.org TO: Planning & Zoning Commission Members FROM: Keith Fraser, Senior Engineer RE: QUASI-JUDICIAL PUBLIC HEARING (continued) Lot B, “The Summit” - MJR25003 Major Development Plan; DEB25001 Development Bonus Access and Traffic DATE: December 8, 2025 STAFF REPORT OVERVIEW: This report summarizes traffic and vehicular access information received by the Town as part of the above referenced Major Development Plan / Development Bonus application to the Planning and Zoning Commission (“PZC”). It compares access and traffic information for relevant developments along West Beaver Creek Blvd. This report itself does not call for a motion from PZC. It is intended to provide additional Engineering information to supplement the Community Development Dept report on the above referenced application. BACKGROUND: Lot B is part of the Avon Center development, which also includes the existing Avon Center located on Lot A. Currently, Lot B serves as a private surface parking lot with approximately 129 existing surface parking spots. It also provides access to the underground parking garage beneath the Avon Center. Contiguous Lot 3 was created as part of the Mountain Vista Resort Subdivision, or as it is more familiar, the Sheraton Mountain Vista. Created in 2001 and more recently updated in 2020 by plat, Lot 3 is situated directly between Lot B and the Sheraton Mountain Vista property. In April 2023, Lot 3 Mountain Vista LLC (“Lot 3 Developer”) applied to develop Lot 3 as 158-key hotel with an underground valet operated parking garage, accessed from West Beaver Creek Blvd (“WBCB”). A Traffic Impact Study (“TIS-1”) was compiled as part of this application, dated April 2023. The Major Development Plan (“MJR”) application was subsequently approved by Town with conditions. In March 2025, Lot 3 Developer applied to alter the development to a 111-key Condo-hotel, with essentially the same access from WBCB to their proposed underground garage. An updated Traffic Impact Study (“TIS- 2”) was conducted in May 2025. The proposed changes were deemed consistent with the original MJR. This developer has since applied for a building permit, which is currently under review. Grand Peaks Properties, Inc (“Lot B Developer”) is currently applying to develop a 164-unit apartment building “The Summit” with an underground parking garage that will share the same access that the Lot 3 developer is constructing to access their garage from WBCB. EXISTING ACCESS: Lot B (and Lot A’s underground garage) is currently accessed from West Beaver Creek Blvd “WBCB” by a two lane paved full access, without any turning lanes, just east of the Sun Rd access. Lot A is also accessed from WBCB by a two lane paved partial access that restricts ‘left-out’ westbound traffic. Traffic entering Lot A from the east has a dedicated ‘left-in’ turning lane. FirstBank, on the opposite side of WBCB has a two lane paved partial access that is intended to restrict ‘left- out’ eastbound traffic, but the reality is drivers occasionally make this turn anyway. MJR25002, DEB25001 the Summit – Traffic and Access December 8, 2025 Page 2 of 3 Sun Road is a three lane paved full access with a dedicated ‘left-out’ turning lane, eastbound onto WBCB. There are no traffic signals on WBCB. PROPOSED ACCESS: The Lot B Developer is proposing to abandon the existing access and share the Lot 3 garage access from WBCB to access a proposed underground garage and through it, Lot A’s existing underground garage. Additionally, Lot B proposes to construct a new restricted ‘right-in right-out’ paved access to a smaller surface parking lot approximately 120ft further east, just west of the existing Lot A access. FINDINGS: 1. The Lot B Developer commissioned a Traffic Impact Study (“TIS-3”) in September 2025 as part of this MJR application, however TIS-3 did not consider the existing FirstBank access nor the proposed Lot B surface lot access in the analysis. 2.TIS-3 uses the same traffic volumes collected for TIS-2 (for Lot 3) and was produced by the same Professional Engineer. These traffic counts were reported to have been taken during peak hours on Thursday May 1, 2025, and Saturday May 3, 2025. 3.TIS-4, an update produced in November 2025, estimates vehicular traffic to and from the bank using the ITE Trip Generation Manual to add the FirstBank access to the existing conditions. 4.TIS-4 also includes the proposed Lot B surface lot access as “Commercial Access” for Lot A. 5.Lot 3 Developer has expressed written concern that the Lot B application “…does not include a traffic study to verify that the anticipated vehicle volume for the Shared Access Drive (“SAD”) aligns with its design capacity and the intersection at West Beaver Creek Blvd.” 6.Engineering Staff have determined that TIS-4 does calculate anticipated volume for the shared access and the associated Levels of Service (“LOS”) at the intersection with WBCB: “Background” in the above table assumes construction on the Lot 3 development is complete in 2027. MJR25002, DEB25001 the Summit – Traffic and Access December 8, 2025 Page 3 of 3 South Bound (SB) Left indicates the LOS for vehicles turning east off Sun Rd (from the Post Office, Walgreens) onto West Beaver Creek Blvd. TIS-4 identifies this as the worst affected maneuver. 7.LOS for unsignalized intersections are presented below. TIS-4 concludes that the Lot B development will increase delays from 15-25 seconds/vehicle to 25-35 seconds/vehicle for traffic turning east off Sun Rd by 2045. It should be noted that a dedicated turning lane exists on Sun Rd for this maneuver. 8.West Bound (WB) represents traffic turning into the shared access drive from WBCB. While this maneuver is predicted to have a LOS of A through 2045, it should be noted that vehicles waiting to turn left into the drive affect North Bound (NB) vehicles on WBCB, as no left turning lane is proposed here. This impact is reported as 15-25 seconds delay per vehicle by 2045 with or without the proposed development on Lot B. 9.While the average predicted delays appear reasonable for all cases, it should be noted that TIS-4 does not consider vehicle operations on the shared access by Lot 3, where a valet service is intended to park guests’ vehicles. It is understood that there will be a passenger loading and unloading lane on the inbound (Lot 3) side only and that guests leaving will have to make a U-turn within the driveway to access WBCB. The impact of this maneuver on vehicles entering the driveway has not been considered in any of the Traffic Impact Studies presented. RECOMMENDATIONS: Engineering recommends that the respective Engineers from the two developments collaborate closely to model the proposed vehicle operations as accurately as possible and agree on a design for the shared access drive and the intersection with West Beaver Creek Blvd that has sufficient capacity for both developments. Thanks, Keith Presented by: Zehren and Associates January 13th, 2026 Prepared For: Town of Avon Project: Lot B - Avon, Colorado ZEHREN AND ASSOCIATES, INC. ARCHITECTURE PLANNING INTERIORS LANDSCAPE ARCHITECTURE PO Box 1976, Avon Colorado P. (970) 949-0257 www.zehren.com Town Council Meeting #1The Summit at Avon Apartments ATTACHMENT A © 2025 Zehren and Associates, Inc. ZEHREN AND ASSOCIATES, INC. ARCHITECTURE PLANNING INTERIORS LANDSCAPE ARCHITECTURE PO Box 1976, Avon Colorado P. (970) 949-0257 www.zehren.com THE SUMMIT APARTMENTS - TOWN COUNCIL PACKAGE 01.13.26 2 THE SUMMIT APARTMENTS - PLANNING AND ZONING - REVISED 12.08.25ZEHREN AND ASSOCIATES, INC. ARCHITECTURE PLANNING INTERIORS LANDSCAPE ARCHITECTURE PO Box 1976, Avon Colorado P. (970) 949-0257 www.zehren.com Building Height 100’ 99’ 98’ 84’ 73’ 80’ BUILDING HEIGHTS © 2025 Zehren and Associates, Inc. ZEHREN AND ASSOCIATES, INC. ARCHITECTURE PLANNING INTERIORS LANDSCAPE ARCHITECTURE PO Box 1976, Avon Colorado P. (970) 949-0257 www.zehren.com THE SUMMIT APARTMENTS - TOWN COUNCIL PACKAGE 01.13.26 3 ILLUSTRATIVE SITE PLAN © 2025 Zehren and Associates, Inc. ZEHREN AND ASSOCIATES, INC. ARCHITECTURE PLANNING INTERIORS LANDSCAPE ARCHITECTURE PO Box 1976, Avon Colorado P. (970) 949-0257 www.zehren.com THE SUMMIT APARTMENTS - TOWN COUNCIL PACKAGE 01.13.26 4 PROPOSED MASSING- MAIN BUILDING 8 FLOORS & 5 FLOORS AT PEDESTRIAN MALL TOTAL UNITS= 164 MASSING STUDY- WHOLE BUILDING 7 FLOORS TOTAL UNITS- 160 MASSING STUDY 62’ 100’ 89.5’ 89.5’ A © 2025 Zehren and Associates, Inc. ZEHREN AND ASSOCIATES, INC. ARCHITECTURE PLANNING INTERIORS LANDSCAPE ARCHITECTURE PO Box 1976, Avon Colorado P. (970) 949-0257 www.zehren.com THE SUMMIT APARTMENTS - TOWN COUNCIL PACKAGE 01.13.26 4 MASSING STUDY- WHOLE BUILDING 7 FLOORS- FLAT ROOF TOTAL UNITS- 160 MASSING STUDY 80’ 80’ B © 2025 Zehren and Associates, Inc. ZEHREN AND ASSOCIATES, INC. ARCHITECTURE PLANNING INTERIORS LANDSCAPE ARCHITECTURE PO Box 1976, Avon Colorado P. (970) 949-0257 www.zehren.com THE SUMMIT APARTMENTS - TOWN COUNCIL PACKAGE 01.13.26 5 PERSPECTIVE AT WEST BEAVER CREEK BLVD © 2025 Zehren and Associates, Inc. ZEHREN AND ASSOCIATES, INC. ARCHITECTURE PLANNING INTERIORS LANDSCAPE ARCHITECTURE PO Box 1976, Avon Colorado P. (970) 949-0257 www.zehren.com THE SUMMIT APARTMENTS - TOWN COUNCIL PACKAGE 01.13.26 6 PERSPECTIVE AT PEDESTRIAN MALL © 2025 Zehren and Associates, Inc. ZEHREN AND ASSOCIATES, INC. ARCHITECTURE PLANNING INTERIORS LANDSCAPE ARCHITECTURE PO Box 1976, Avon Colorado P. (970) 949-0257 www.zehren.com THE SUMMIT APARTMENTS - TOWN COUNCIL PACKAGE 01.13.26 7 APPROXIMATE LINE OF DISTURBANCE © 2025 Zehren and Associates, Inc. ZEHREN AND ASSOCIATES, INC. ARCHITECTURE PLANNING INTERIORS LANDSCAPE ARCHITECTURE PO Box 1976, Avon Colorado P. (970) 949-0257 www.zehren.com THE SUMMIT APARTMENTS - TOWN COUNCIL PACKAGE 01.13.26 8 UG E SS SS SS SS SS SS SS SS SD S D S D S D S D S D S D S D SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D S D S D SD W UGE UGE W W W W W W W W W W W W W CB L CB L CBL CBL CBL SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD UG E CB L C B L C B L C B L CBL CBL CBL CBL CBL UGE UGE UGE U G E U G E UG E U G E 200057467.416OVERHANG B 200067460.447BUILDING CORNER B 200077459.174BUILDING CORNER E 200087467.293OVERHANG 200097459.952BUILDING CORNER B 200107457.007BUILDING CORNER 200117457.007BUILDING CORNER E 200127457.007OVERHANG 200137457.007OVERHANG 200147467.315OVERHANG 200157467.228OVERHANG 200167467.346OVERHANG 200177467.270OVERHANG E 200187456.731BUILDING CORNER B 200197455.951BUILDING CORNER B 200207456.725BUILDING CORNER B 200217456.731BUILDING CORNER 200227456.731BUILDING CORNER R 200237455.951BUILDING CORNER 200247455.951 BUILDING CORNER R 200257456.725BUILDING CORNER 200267456.725BUILDING CORNER R 200277455.854GRADE BREAK B 200287456.684GRADE BREAK 200297456.333GRADE BREAK CLS 200307455.412GRADE BREAK B 200317456.019GRADE BREAK 200327455.782GRADE BREAK CLS 200337456.759EDGE OF CONCRETE B SC 200347456.716EDGE OF CONCRETE POC 200357456.655EDGE OF CONCRETE POC 200367456.592EDGE OF CONCRETE POC 200377456.526EDGE OF CONCRETE EC 200387456.374EDGE OF CONCRETE SC 200397456.091EDGE OF CONCRETE POC 200407455.822EDGE OF CONCRETE POC 200417455.595EDGE OF CONCRETE POC 200427455.491EDGE OF CONCRETE EC 200437454.912EDGE OF CONCRETE E 200447454.470EDGE OF CONCRETE B 200457454.864EDGE OF CONCRETE 200467455.914EDGE OF CONCRETE200477455.888EDGE OF CONCRETE 200487455.930EDGE OF CONCRETE SC 200497455.963EDGE OF CONCRETE POC 200507456.021EDGE OF CONCRETE POC 200517456.070EDGE OF CONCRETE EC 200527456.464EDGE OF CONCRETE 200537460.100EDGE OF CONCRETE 200547460.309EDGE OF CONCRETE 200557460.593EDGE OF CONCRETE SC 200567460.680EDGE OF CONCRETE POC 200577460.743EDGE OF 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200847453.663 EDGE OF CONCRETE H.42 V0 200857452.843EDGE OF CONCRETE B 200867453.447EDGE OF CONCRETE 200877453.586EDGE OF CONCRETE 200887453.455EDGE OF CONCRETE 200897453.488EDGE OF CONCRETE E 200907453.335TOP OF BANK B 200917453.143TOP OF BANK 200927453.043TOP OF BANK 200937452.637TOP OF BANK 200947452.653TOP OF BANK 200957452.814TOP OF BANK 200967453.081 TOP OF BANK 200977453.281TOP OF BANK 200987453.083TOP OF BANK 200997452.820TOP OF BANK 201007452.988TOP OF BANK 201017452.972TOP OF BANK E 201027452.338TOE OF BANK B 201037451.042TOE OF BANK 201047450.134TOE OF BANK 201057449.296TOE OF BANK 201067448.746TOE OF BANK 201077447.942TOE OF BANK 201087447.529TOE OF BANK 201097447.083TOE OF BANK 201107446.013TOE OF BANK 201117445.703TOE OF BANK 201127445.789TOE OF BANK 201137445.683TOE OF BANK 201147446.008TOE OF BANK 201157445.815TOE OF BANK 201167445.965TOE OF BANK 201177446.390TOE OF BANK E 201187447.437EDGE OF ASPHALT B 201197447.227EDGE OF ASPHALT 201207448.569EDGE OF ASPHALT 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H-.58 V.5 201547459.326EDGE OF CONCRETE 201557459.471EDGE OF CONCRETE POC 201567459.613EDGE OF CONCRETE 201577459.737EDGE OF CONCRETE E H.92 V-.1 H-.21 V.48 H-.58 V.5 20158 7459.682EDGE OF CONCRETE B 201597460.623EDGE OF CONCRETE 201607460.705 EDGE OF CONCRETE 201617460.252EDGE OF CONCRETE 201627460.218EDGE OF CONCRETE 201637460.611EDGE OF CONCRETE 201647460.500EDGE OF CONCRETE 20165 7459.868EDGE OF CONCRETE E 201667459.749GUTTER B 201677460.501GUTTER SC 201687460.572GUTTER POC 201697460.635GUTTER EC 201707460.975GUTTER E 201717460.306GUTTER SC B G1 B SC 201727460.357GUTTER POC 201737460.427GUTTER POC 201747460.558GUTTER POC 201757460.639GUTTER POC201767460.713GUTTER POC 201777460.726GUTTER EC 201787461.030GUTTER E 201797460.231GUTTER POC 201807460.132GUTTER EC 201817460.070GUTTER E 201827460.124GRADE BREAK B 201837460.139GRADE BREAK 201847460.171GRADE BREAK 201857460.187GRADE BREAK CLS 201867460.097GUTTER B SC 20187 7460.159GUTTER POC 201887460.198GUTTER POC 201897460.219GUTTER EC E G SC B 201907460.260GUTTER POC 201917460.316GUTTER POC201927460.408GUTTER POC 201937460.463GUTTER POC 201947460.508GUTTER POC 201957460.515GUTTER EC 201967460.856GUTTER E 201977460.916GUTTER B 201987460.433GUTTER SC 201997460.395GUTTER POC202007460.375GUTTER EC 202017459.879GUTTER E 202027460.407GRADE BREAK B NZ 202037460.505GRADE BREAK NZ 202047460.529GRADE BREAK NZ 202057460.435GRADE BREAK CLS NZ 202067460.598GRADE BREAK B NZ 202077460.718GRADE BREAK NZ 202087460.745GRADE BREAK NZ 202097460.705GRADE BREAK CLS NZ 202107460.229EDGE OF CONCRETE B H.42 V0 202117461.017EDGE OF CONCRETE SC H.42 V0 202127461.021EDGE OF CONCRETE POC H.42 V0 202137461.032EDGE OF CONCRETE EC H.42 V0 202147460.955EDGE OF CONCRETE SC H.42 V0 GB B 202157461.043EDGE OF CONCRETE POC 202167461.065EDGE OF CONCRETE POC 202177461.179EDGE OF CONCRETE POC 202187461.311EDGE OF CONCRETE EC E 202197461.230EDGE OF CONCRETE B SC 202207461.221EDGE OF CONCRETE POC 202217461.232WATER VALVE 202227461.183EDGE OF CONCRETE POC 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203837449.685AREA DRAIN STMM5 203847456.693AREA DRAIN STMM5 D 203857460.363STORM DRAIN MANHOLE STMM5 E 7457.91 NOMATCH STIV 203877460.269AREA DRAIN203887460.277 GRADE BREAK B 203897460.283GRADE BREAK 203907460.300GRADE BREAK 203917460.286GRADE BREAK CLS D 203927460.541STORM DRAIN MANHOLE STMM4 B STMM5 B 203937459.387AREA DRAIN 203947459.417GRADE BREAK B 203957459.389GRADE BREAK 203967459.390GRADE BREAK 203977459.447GRADE BREAK CLS7456.69 NOMATCH STIV 203997460.023AREA DRAIN STMM4 E 204007460.083AREA DRAIN STMM7 B 204067461.553LIGHT POLE 204077461.262LIGHT POLE 204087461.306LIGHT POLE D 204097460.525STORM DRAIN MANHOLE STMM5 STMM7 E 204107461.056LIGHT POLE 204117460.903WATER VALVE 204127465.266FIRE HYDRANT 204137461.211LIGHT POLE 204147459.852GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 204157459.233GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 204167459.252GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 204177459.262GUTTER E H.92 V-.1 H-.21 V.48 H-.58 V.5 204187459.599GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 204197459.436GUTTER SC H.92 V-.1 H-.21 V.48 H-.58 V.5 204207459.426GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204217459.417GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5204227459.418GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204237459.385GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204247459.623GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204257459.786GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204267459.863GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204277459.943GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204287460.092GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204297460.311GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204307460.385GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204317460.460GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204327460.522GUTTER EC H.92 V-.1 H-.21 V.48 H-.58 V.5 204337460.874GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 204347461.015GUTTER E H.92 V-.1 H-.21 V.48 H-.58 V.5 20435 7460.969" MISC. 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CONCRETE 204597451.892EDGE OF CONCRETE E 204607451.768GUTTER E 204617452.022EDGE OF CONCRETE E 204627453.218EDGE OF CONCRETE SC B 204637453.392EDGE OF CONCRETE POC 204647453.114EDGE OF CONCRETE POC 204657453.089EDGE OF CONCRETE POC 204667453.096EDGE OF CONCRETE POC 204677453.112EDGE OF CONCRETE EC 204687452.959EDGE OF CONCRETE SC204697452.885EDGE OF CONCRETE POC 204707452.827EDGE OF CONCRETE POC 204717452.844EDGE OF CONCRETE POC 204727452.987EDGE OF CONCRETE EC CLSE204737453.092ELECTRIC BOX /KEY PAD GARAGE 204747453.220EDGE OF CONCRETE B 204757454.470EDGE OF CONCRETE E 204767453.219GUTTER B 204777454.470GUTTER E 204787456.759EDGE OF CONCRETE B 204797456.926EDGE OF CONCRETE 204807456.892EDGE OF CONCRETE204817456.892EDGE OF CONCRETE204827456.892EDGE OF CONCRETE 204837456.689EDGE OF CONCRETE 204847456.689EDGE OF CONCRETE 204857456.638EDGE OF CONCRETE204867456.638EDGE OF CONCRETE 204877456.670EDGE OF CONCRETE 204887456.672EDGE OF CONCRETE 204897456.671EDGE OF CONCRETE 204907456.699EDGE OF CONCRETE 204917456.724 EDGE OF CONCRETE 204927457.032EDGE OF CONCRETE E 204937467.270OVERHANG B 204947468.089OVERHANG E 204957457.007BUILDING CORNER B 204967468.089BUILDING CORNER 204977464.287NATURAL GROUND NZ 204987465.808NATURAL GROUND NZ 204997464.287BUILDING CORNER 205007466.125BUILDING CORNER 205017448.943GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 205027448.825GUTTER 205047448.757GUTTER POC 205057448.819GUTTER 205067449.177GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205077449.094GUTTER CLS H.92 V-.1 H-.21 V.48 H-.58 V.5 205087449.329LIGHT POLE 205097447.437EDGE OF ASPHALT B 205107448.230EDGE OF ASPHALT 205117448.435EDGE OF ASPHALT 205127448.946EDGE OF ASPHALT 20513 7449.262EDGE OF ASPHALT 205147448.989EDGE OF ASPHALT 205157449.201EDGE OF ASPHALT 205167449.094EDGE OF ASPHALT 205177449.030EDGE OF ASPHALT 205187449.274EDGE OF ASPHALT 205197450.222EDGE OF ASPHALT 205207450.476EDGE OF ASPHALT 205217450.969EDGE OF ASPHALT 205227451.167EDGE OF ASPHALT 205237451.250EDGE OF ASPHALT 205247452.213EDGE OF ASPHALT 205257452.686EDGE OF ASPHALT 205267453.186EDGE OF ASPHALT 205277453.816EDGE OF ASPHALT 205287454.440EDGE OF ASPHALT 205297454.718EDGE OF ASPHALT 205307454.899EDGE OF ASPHALT 205317455.142EDGE OF ASPHALT 205327455.309EDGE OF ASPHALT 205337455.483EDGE OF ASPHALT E 205347455.389EDGE OF ASPHALT B 205357455.281EDGE OF ASPHALT 205367455.204EDGE OF ASPHALT 205377455.031EDGE OF ASPHALT 205387454.532EDGE OF ASPHALT 205397453.055EDGE OF ASPHALT 205407452.690EDGE OF ASPHALT 205417452.474EDGE OF ASPHALT 205427452.248EDGE OF ASPHALT 205437451.822EDGE OF ASPHALT 205447451.283EDGE OF ASPHALT 205457450.910EDGE OF ASPHALT E 205467450.898GUTTER B H-.92 V-.1 H.21 V.48 H.58 V.5 205477450.787GUTTER H-.92 V-.1 H.21 V.48 H.58 V.5 205487450.787GUTTER E H-.92 V-.1 H.21 V.48 H.58 V.5 205497450.542GUTTER B H-.92 V-.1 H.21 V.48 H.58 V.5 205507450.731GUTTER H-.92 V-.1 H.21 V.48 H.58 V.5 205517450.744GUTTER H-.92 V-.1 H.21 V.48 H.58 V.5 205527449.832GUTTER H-.92 V-.1 H.21 V.48 H.58 V.5 205537450.178GUTTER E H-.92 V-.1 H.21 V.48 H.58 V.5 205547447.909LIGHT POLE 205557451.905LIGHT POLE 205567455.483 NATURAL GROUND NZ 0.75 205577453.235GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 205587453.181GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205597452.254GUTTER 205617452.343GUTTER POC 205627452.064GUTTER 205637452.177GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205647451.550GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205657446.974GUTTER E H.92 V-.1 H-.21 V.48 H-.58 V.5 205667450.990LIGHT POLE 205677456.425OVERHANG B 205687456.459OVERHANG E 205697446.280GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 205707446.308GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205717446.719GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205727449.814GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205737450.178GUTTER E H.92 V-.1 H-.21 V.48 H-.58 V.5 205747445.899EDGE OF CONCRETE B FF ELEV. = 7445.52± 205767445.413EDGE OF CONCRETE B 205777445.578EDGE OF CONCRETE EOC2 B 205787445.505EDGE OF CONCRETE 205797445.564EDGE OF CONCRETE 205807445.591EDGE OF CONCRETE 205817448.452EDGE OF CONCRETE 205827448.174EDGE OF CONCRETE 205837445.879EDGE OF CONCRETE EOC E 205847445.579EDGE OF CONCRETE E EOC1 205857445.624EDGE OF CONCRETE 205867445.593EDGE OF CONCRETE205877445.593EDGE OF CONCRETE 205887445.595EDGE OF CONCRETE FF ELEV. = 7445.55± 205907445.537EDGE OF CONCRETE CLS 205927445.391GRADE BREAK B 205937445.443GRADE BREAK 205947445.513GRADE BREAK 205957445.539GRADE BREAK CLS 205967445.499EDGE OF CONCRETE B 205977445.613EDGE OF CONCRETE E 205987456.670 EDGE OF CONCRETE E 205997455.335NATURAL GROUND NZ 206007455.336NATURAL GROUND NZ 206017455.335BUILDING CORNER 206027455.336BUILDING CORNER206037455.336BUILDING CORNER 206047455.321BUILDING CORNER 206057455.321BUILDING CORNER 206067455.321BUILDING CORNER 206077455.321BUILDING CORNER 206087455.738BUILDING CORNER E /CONTINUES UNDERGROUND 206097453.607SIGN 206107453.877SIGN 206117454.025SIGN 206127453.920SIGN 206137454.283SIGN 206147454.747SIGN 206157456.472" MISC. TREE 206167453.033" MISC. TREE 206177453.750" MISC. TREE 206187453.395" MISC. TREE 206197450.027" MISC. TREE 206207449.354" MISC. TREE 206217449.780" MISC. TREE 206227452.823" MISC. TREE 206237451.346" MISC. TREE 206247452.785" MISC. TREE 206257453.986LIGHT POLE 206267454.121LIGHT POLE 206277453.574LIGHT POLE 206287453.633LIGHT POLE 206297454.271LIGHT POLE 206307453.566LIGHT POLE 206317454.289" MISC. TREE 206327454.439" MISC. TREE 206337454.295" MISC. TREE 206347454.187" MISC. TREE 206367453.497EDGE OF CONCRETE CIR 206377453.497EDGE OF CONCRETE 206387453.509EDGE OF CONCRETE 206397453.600EDGE OF CONCRETE B 206407453.627EDGE OF CONCRETE 206417453.596EDGE OF CONCRETE R 206427466.125BUILDING CORNER 206437466.125BUILDING CORNER 206447443.531AREA DRAIN TRENCH B 206457443.643AREA DRAIN TRENCH E 206467456.873CONC. WALL B H.67 V0 206477456.860CONC. WALL H.67 V0 206487456.799CONC. WALL H.67 V0 206497456.547CONC. WALL H.67 V0 206517457.077WOOD FENCE B 206527456.871EDGE OF BRICK B 206537456.872EDGE OF BRICK 206547456.795EDGE OF BRICK 206557456.782EDGE OF BRICK 206567456.865 EDGE OF BRICK 206577456.883EDGE OF BRICK 206587456.673EDGE OF BRICK 206597456.868WOOD FENCE 206607457.098WOOD FENCE 206617457.006EDGE OF BRICK 206627457.134EDGE OF BRICK206637457.132WOOD FENCE 206647456.959WOOD FENCE 206657456.851EDGE OF BRICK 206667457.077 EDGE OF BRICK 206677457.074WOOD FENCE 206687457.278EDGE OF BRICK EOB1 B206697457.206WOOD FENCE 206707457.095WOOD FENCE 206717457.175EDGE OF BRICK 206727456.947EDGE OF BRICK CLS206737456.947WOOD FENCE E 206747458.333" MISC. TREE 206757458.331" MISC. TREE 206767458.274" MISC. TREE 206777458.112" MISC. TREE 206787457.224" MISC. TREE 206797456.733UG ELECT. LINE B 206807456.693UG ELECT. LINE206817456.713UG ELECT. LINE 206827456.653UG ELECT. LINE 206837452.747UG ELECT. LINE 206847452.109UG ELECT. LINE E 206857455.373EDGE OF CONCRETE B 206867455.389EDGE OF CONCRETE 20687 7455.397EDGE OF CONCRETE 206887455.199EDGE OF CONCRETE SC 206897455.123EDGE OF CONCRETE POC 206907454.887EDGE OF CONCRETE POC 206917454.502EDGE OF CONCRETE POC 206927454.184EDGE OF CONCRETE POC 206937453.926NATURAL GROUND 20694 7453.931EDGE OF CONCRETE B SC 206957453.926EDGE OF CONCRETE EC E 206967454.175EDGE OF CONCRETE POC 206977454.388EDGE OF CONCRETE POC 206987454.538EDGE OF CONCRETE POC 206997454.849EDGE OF CONCRETE POC 207007455.117NATURAL GROUND 207017455.117EDGE OF CONCRETE POC 207027455.117EDGE OF CONCRETE POC 207037455.832EDGE OF CONCRETE EC 207047455.991EDGE OF CONCRETE 207057456.334EDGE OF CONCRETE SC 207067456.689EDGE OF CONCRETE POC 207077456.861EDGE OF CONCRETE POC 207087456.951EDGE OF CONCRETE EC 207097457.037EDGE OF CONCRETE 207107457.014EDGE OF CONCRETE 207117456.965EDGE OF CONCRETE SC 207127456.890EDGE OF CONCRETE POC 207137456.812EDGE OF BRICK 207147456.796EDGE OF BRICK 207157457.175EDGE OF BRICK E 207167457.083EDGE OF CONCRETE POC 207177456.577EDGE OF CONCRETE POC 207187456.344EDGE OF CONCRETE POC 207197455.969EDGE OF CONCRETE POC 207207455.702EDGE OF CONCRETE POC 207217454.856NATURAL GROUND 207227455.417EDGE OF CONCRETE POC 207237455.117NATURAL GROUND 207247455.283NATURAL GROUND 207257455.383EDGE OF CONCRETE POC 207267455.373EDGE OF CONCRETE EC E 207277455.146" MISC. TREE 20728 7455.227" MISC. TREE 207297454.989" MISC. TREE 207307454.742" MISC. TREE 207317454.524" MISC. TREE 207327453.479EDGE OF ASPHALT SC B 207337453.731EDGE OF ASPHALT POC207347453.829EDGE OF ASPHALT POC 207357453.856 EDGE OF ASPHALT POC 207367453.873EDGE OF ASPHALT EC 207377454.105EDGE OF ASPHALT 207387454.227EDGE OF ASPHALT SC 207397454.223EDGE OF ASPHALT POC 207407454.159EDGE OF ASPHALT POC 207417454.095EDGE OF ASPHALT EC 207427453.865EDGE OF ASPHALT SC 207437453.764EDGE OF ASPHALT POC 207447453.542EDGE OF ASPHALT POC 207457453.549EDGE OF ASPHALT EC 207467453.574EDGE OF ASPHALT 207477453.589EDGE OF ASPHALT 207487453.580EDGE OF ASPHALT 207497453.567EDGE OF ASPHALT207507453.631EDGE OF ASPHALT207517453.646EDGE OF ASPHALT207527453.618EDGE OF ASPHALT 207537453.602EDGE OF ASPHALT 207547453.561EDGE OF ASPHALT 207557453.552EDGE OF ASPHALT 207567453.634EDGE OF ASPHALT 207577453.804EDGE OF ASPHALT SC 207587453.912EDGE OF ASPHALT POC 207597454.040EDGE OF ASPHALT POC 207607454.093EDGE OF ASPHALT POC 207617454.102EDGE OF ASPHALT EC 207627454.145EDGE OF ASPHALT 207637454.089EDGE OF ASPHALT 207647454.120EDGE OF ASPHALT 207657454.080EDGE OF ASPHALT 207667453.932EDGE OF ASPHALT 207677453.792EDGE OF ASPHALT 207687453.541EDGE OF ASPHALT 207697453.227 EDGE OF ASPHALT 207707452.997EDGE OF ASPHALT 207717452.887EDGE OF ASPHALT SC 207727452.849EDGE OF ASPHALT POC 207737452.833EDGE OF ASPHALT POC 207747452.817EDGE OF ASPHALT EC 207757452.843EDGE OF ASPHALT 207817452.708EDGE OF ASPHALT POC 207827452.675EDGE OF ASPHALT POC 207837452.621EDGE OF ASPHALT EC E 207847452.965WATER VALVE 207857454.268FIRE HYDRANT 207887452.901UG ELECT. LINE 207897452.980UG ELECT. LINE 207907453.076UG WATER LINE UGW1 B 207917452.454UG WATER LINE E 207927453.492UG ELECT. LINE 207937453.590UG ELECT. LINE 207947453.851UG ELECT. LINE 207957454.023UG WATER LINE 207967453.946UG ELECT. LINE 207977454.082UG ELECT. LINE 207987454.127UG ELECT. LINE 207997454.086UG ELECT. LINE 208007454.271UG ELECT. LINE 208017454.052UG ELECT. LINE 208027454.144UG ELECT. LINE 208037454.110UG ELECT. LINE 208047454.038UG ELECT. LINE 208057453.958UG ELECT. LINE 208067453.859UG ELECT. LINE 208077453.599UG ELECT. LINE 208087453.543UG ELECT. LINE 208097453.521UG ELECT. LINE 208107453.559UG WATER LINE 208117453.502UG ELECT. LINE 208127453.387UG ELECT. LINE 208137453.343UG ELECT. LINE 208147453.764UG ELECT. LINE 208157453.905UG ELECT. LINE 208167453.957UG ELECT. LINE 208177454.132UG ELECT. LINE 208187454.123UG ELECT. LINE 208197454.182UG ELECT. LINE 208207453.970UG ELECT. LINE 208217453.953UG ELECT. LINE 208227453.795UG ELECT. LINE 208237453.795UG ELECT. LINE 208247453.479UG ELECT. LINE 208257453.561UG ELECT. LINE 208267453.502UG ELECT. LINE 208277453.504UG ELECT. LINE 208287453.266UG ELECT. LINE E 208297453.039EDGE OF ASPHALT B 208307453.185EDGE OF ASPHALT 208317453.350EDGE OF ASPHALT 208327453.380EDGE OF ASPHALT 208337453.465EDGE OF ASPHALT 208347453.589EDGE OF ASPHALT 208357453.689EDGE OF ASPHALT 208367454.333UG WATER LINE E 208377453.758EDGE OF ASPHALT SC 208387453.832EDGE OF ASPHALT POC 208397453.871EDGE OF ASPHALT POC 208407453.841EDGE OF ASPHALT POC 208417453.870EDGE OF ASPHALT POC 208427453.813EDGE OF ASPHALT EC 208437453.597EDGE OF ASPHALT SC 208447453.545EDGE OF ASPHALT POC 208457453.372EDGE OF ASPHALT POC 208467453.305EDGE OF ASPHALT POC 208477453.266EDGE OF ASPHALT EC 208487453.287EDGE OF ASPHALT 208497453.481EDGE OF ASPHALT SC 208507453.760EDGE OF ASPHALT POC 208517453.849EDGE OF ASPHALT POC 208527453.835EDGE OF ASPHALT EC 208537453.818EDGE OF ASPHALT 208547453.649EDGE OF ASPHALT 208557453.430EDGE OF ASPHALT SC 208567453.223EDGE OF ASPHALT POC 208577452.973EDGE OF ASPHALT POC 208587452.831EDGE OF ASPHALT EC E 208597453.615UG TELEPHONE MARKER B 208607453.825UG TELEPHONE MARKER 208617453.825UG TELEPHONE MARKER 208627453.972UG TELEPHONE MARKER 208637453.701UG TELEPHONE MARKER 208647453.546UG TELEPHONE MARKER 208657453.569UG TELEPHONE MARKER 208667453.758UG TELEPHONE MARKER E 208677454.103WATER VALVE 208687453.926EDGE OF CONCRETE SC B 208697454.055WATER VALVE 208707453.617WATER VALVE 208717454.026WATER VALVE 208727454.026WATER VALVE D 208747453.599STORM DRAIN MANHOLE STMM1 STMM8 B S 208757453.397SAN. SEWER MANHOLE SAMM B 208767453.816EDGE OF CONCRETE POC208777453.791EDGE OF CONCRETE EC 208787453.720EDGE OF CONCRETE 208797453.479EDGE OF CONCRETE SC 208807453.407EDGE OF CONCRETE POC 208817453.301EDGE OF CONCRETE POC 208827453.222EDGE OF CONCRETE POC 208837453.112EDGE OF CONCRETE POC 208847453.039EDGE OF CONCRETE POC 208857452.983EDGE OF CONCRETE EC E 20886 7453.931EDGE OF CONCRETE B SC 208877453.902EDGE OF CONCRETE POC 208887453.894EDGE OF CONCRETE POC 208897453.910EDGE OF CONCRETE POC 208907453.875EDGE OF CONCRETE EC 208917454.029EDGE OF CONCRETE 208927454.291EDGE OF CONCRETE 208937454.002EDGE OF CONCRETE 208947453.944EDGE OF CONCRETE 208957454.400EDGE OF CONCRETE EOC1 B 208967453.944EDGE OF CONCRETE 208977454.549EDGE OF CONCRETE R 208987454.521EDGE OF CONCRETE SC 208997454.689EDGE OF CONCRETE POC 209007454.829EDGE OF CONCRETE POC 209017454.955EDGE OF CONCRETE POC 209027455.163EDGE OF CONCRETE POC 209037455.354EDGE OF CONCRETE POC 209047455.051EDGE OF CONCRETE B 209057454.865EDGE OF CONCRETE SC 209067454.848EDGE OF CONCRETE POC 209077454.864EDGE OF CONCRETE POC 209087454.963EDGE OF CONCRETE EC 209097455.018EDGE OF CONCRETE SC 209107455.210EDGE OF CONCRETE POC 209117455.391EDGE OF CONCRETE POC 209127455.643EDGE OF CONCRETE POC 209137456.044EDGE OF CONCRETE EC E 209147455.743EDGE OF CONCRETE POC 209157456.144EDGE OF CONCRETE EC E 209167454.297AREA DRAIN STMM1 E 209177454.456GRADE BREAK B 209187454.445GRADE BREAK 209197454.473GRADE BREAK R 209207454.845EDGE OF CONCRETE B 209217454.164EDGE OF CONCRETE SC 209227453.978EDGE OF CONCRETE POC 209237453.823EDGE OF CONCRETE POC 209247453.702EDGE OF CONCRETE POC 209257453.641EDGE OF CONCRETE POC 209267453.593EDGE OF CONCRETE EC 209277453.593EDGE OF CONCRETE E 209287454.922UG ELECT. LINE B E 209297454.488ELECTRIC BOX UGE 209307454.753UG ELECT. LINE 209317454.423LIGHT POLE UGE 209327453.825UG ELECT. LINE 209337453.862LIGHT POLE UGE 209347453.826UG ELECT. LINE 209357453.622UG ELECT. LINE UGE1 B E 209367454.489ELECTRIC BOX UGE1 E 209377453.753LIGHT POLE UGE E C 209387454.794COMM BOX UGT B 209397453.993UG TELEPHONE MARKER 209407453.737UG TELEPHONE MARKER E 209417457.057" MISC. TREE 209427457.453" MISC. TREE 209437456.546" MISC. TREE 209447457.615" MISC. TREE 209457457.609" MISC. TREE209467457.626" MISC. TREE 209477459.266" MISC. TREE 209487459.770" MISC. TREE 209497460.233" MISC. TREE 209507457.073BUILDING CORNER 209517456.966BUILDING CORNER E 209527456.929EDGE OF CONCRETE B 209537456.672EDGE OF CONCRETE 209547456.679EDGE OF CONCRETE 209557456.804 EDGE OF CONCRETE E 209577457.073BUILDING CORNER B 209587457.073BUILDING CORNER 209597457.073BUILDING CORNER 209607457.073BUILDING CORNER E 209617454.319UG ELECT. LINE B209627454.252UG ELECT. LINE 209637453.980UG ELECT. LINE 209647453.554UG ELECT. LINE 209657453.244UG ELECT. LINE E 209677454.941UG TELEPHONE MARKER B 209687456.057UG TELEPHONE MARKER 209697454.726UG TELEPHONE MARKER 209707454.588UG TELEPHONE MARKER 209717454.146UG TELEPHONE MARKER 209727454.184UG TELEPHONE MARKER 209737454.794UG TELEPHONE MARKER E 209747456.845" MISC. TREE 209757456.621" MISC. TREE 209767457.488" MISC. TREE 209777457.699" MISC. TREE 209787457.715" MISC. TREE 209797457.819" MISC. TREE 209807457.546" MISC. TREE 209817457.073EDGE OF BRICK B 209827456.831EDGE OF BRICK E 209837456.732EDGE OF BRICK B H2.0 V0 209847456.808EDGE OF BRICK H2.0 V0 209857457.034EDGE OF BRICK H2.0 V0 209867457.151EDGE OF BRICK H2.0 V0 209877457.134EDGE OF BRICK H2.0 V0 209887457.158EDGE OF BRICK H2.0 V0 209897457.073EDGE OF BRICK H2.0 V0 209907457.103EDGE OF BRICK H2.0 V0 209917456.920EDGE OF BRICK H2.0 V0 209927456.775EDGE OF BRICK H2.0 V0 209937456.781EDGE OF BRICK E H2.0 V0 209947457.005EDGE OF BRICK B 20995 7457.088EDGE OF BRICK 209967457.015EDGE OF BRICK R FF ELEV. = 7457.07± 209987455.529WATER VALVE E 209997456.029ELECTRIC BOX UGE B 210007454.029UG ELECT. LINE E 210077451.254GRADE BREAK B 210087451.239GRADE BREAK 210097451.211 GRADE BREAK R 210107451.136AREA DRAIN STMM8 E 210117451.631GRADE BREAK B 210127451.700GRADE BREAK 210137451.641GRADE BREAK R 210147451.563AREA DRAIN 210157453.363UG ELECT. LINE B 210167453.433UG ELECT. LINE 210177453.384UG ELECT. LINE 210187453.041UG ELECT. LINE 210197453.521UG ELECT. LINE B 210207453.487UG ELECT. LINE 210217453.376UG ELECT. LINE 210227452.980UG ELECT. LINE 210237452.060UG ELECT. LINE 210247452.012UG ELECT. LINE 210257449.384UG ELECT. LINE210267449.390UG ELECT. LINE 210277449.059UG ELECT. LINE 210287449.086UG ELECT. LINE 210297448.873UG ELECT. LINE 210307449.279UG ELECT. LINE 210317449.272UG ELECT. LINE E 210327448.901UG ELECT. LINE 210337449.277UG ELECT. LINE 210347449.277UG ELECT. LINE E 210357450.919UG ELECT. LINE B 210367450.969UG TELEPHONE MARKER B 210377448.573UG TELEPHONE MARKER 210387448.602UG ELECT. LINE 210397448.145UG TELEPHONE MARKER 210407447.998UG ELECT. LINE 210417447.733UG ELECT. LINE 210427448.050UG ELECT. LINE 210437447.805UG ELECT. LINE 210447447.758UG TELEPHONE MARKER 210457447.403UG TELEPHONE MARKER E 210467447.344UG ELECT. LINE E 210477459.364GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 210487459.599GUTTER E H.92 V-.1 H-.21 V.48 H-.58 V.5210497459.599EDGE OF ASPHALT B 210507459.364EDGE OF ASPHALT 21051 7459.262EDGE OF ASPHALT 210527459.233EDGE OF ASPHALT E 210537461.211UG ELECT. LINE B 210547460.580UG ELECT. LINE 210557460.942UG ELECT. LINE 210567460.651UG ELECT. LINE 210577461.182UG ELECT. LINE 210587460.839UG ELECT. LINE 210597460.997UG ELECT. LINE 210607460.994UG ELECT. LINE 210617460.989UG ELECT. LINE 210627460.972UG ELECT. LINE 210637461.262UG ELECT. LINE 210647461.262UG ELECT. LINE 210657461.149UG ELECT. LINE 210667461.171UG ELECT. LINE 210677461.419UG ELECT. LINE 210687461.294UG ELECT. LINE 210737459.195" MISC. TREE210747459.144" MISC. TREE 210757461.175" MISC. TREE 210897457.454EDGE OF ASPHALT POC 210907457.251EDGE OF ASPHALT POC 210917457.033EDGE OF ASPHALT POC 210927456.776EDGE OF ASPHALT POC 210937456.600EDGE OF ASPHALT POC 210947456.495EDGE OF ASPHALT POC 210957456.382EDGE OF ASPHALT POC 210967456.297EDGE OF ASPHALT EC210977456.301EDGE OF ASPHALT 210987456.287EDGE OF ASPHALT 210997456.279EDGE OF ASPHALT 21100 7456.279GRADE BREAK B 211017456.279GRADE BREAK 211027456.379GRADE BREAK 211037456.379GRADE BREAK CLS 211117456.675GRADE BREAK 211127456.375GRADE BREAK E 211137456.373GUTTER 211147456.373GUTTER E 211807457.849EDGE OF CONCRETE POC H.5 V0 211817457.668EDGE OF CONCRETE POC H.5 V0 211827457.426EDGE OF CONCRETE POC H.5 V0 211837457.214EDGE OF CONCRETE POC H.5 V0 211847457.005EDGE OF CONCRETE POC H.5 V0 211857456.868EDGE OF CONCRETE POC H.5 V0 211867456.780EDGE OF CONCRETE POC H.5 V0 211877456.716EDGE OF CONCRETE EC H.5 V0 211887456.699EDGE OF CONCRETE E H.5 V0211897456.708EDGE OF CONCRETE B 211907456.732EDGE OF CONCRETE E 211927460.447BUILDING CORNER B 211937461.349BUILDING CORNER 211947468.013BUILDING CORNER 211957467.966BUILDING CORNER 211967466.502BUILDING CORNER BLDC4 B 212067456.681BUILDING CORNER R 212107466.502BUILDING CORNER 212117466.502BUILDING CORNER R 212127461.428BUILDING CORNER B 212137461.556BUILDING CORNER 212147461.556BUILDING CORNER R 212177456.231AREA DRAIN 212517458.398STONE WALL H1 V0 212527458.336STONE WALL E H1 V0 SD SD S D C B L C B L C B L C B L C B L C B L C B L C B L C B L S D UG E UGE U G E U G E U G E U G E U G E U G E W W W W W W W W W W W W W W W W W W W W W W W W W W UGE UGE UGE UGE UGE UGE UGE U G E U G E U G E U G E EXI S T I N G P A T I O EXI S T I N G P A T I O BOULDER WALL P5 P6 P6 P6 P4 P4 P1 P4 P4 P1 BOLLARD LIGHT (TYP.) REF LIGHTING PLAN P2 P6 P1 P5 P5 MATCH TO EXISTING PATH L3 . 3 P M 1 P5 P5 L3 . 8 1 P M L3 . 8 1 P M P2 P5 P5 P4 P4 P2 P2 P5 P5 9'- 2 1 4" 8'-2" 1 6 ' 9'-8 1 8" Cu s t o m Bo u l d e r 1 125" Cu s t o m Bo u l d e r 2 3' - 1 5 8 "4'-7 1 8 " 7'- 61 8" 4'-9 3 8" 8' 5' 24" 44" 55" P7 P7 CUSTOM CLIMBING FEATURES BY IDS, REF L3.51 PM - L3.59 SI M L3.22 PM 2 L3 . 2 2 P M 2 L3 . 2 2 P M 4 L3 . 2 2 P M 4 L3 . 2 2 P M 2 1 8 ' - 0 " 2 4 ' - 0 " 1 8 ' - 0 " 9 ' - 0 " 5 ' - 6 " 10'-0 " 10 ' - 0 " 21 ' - 2 " 2.0 % 5.0% 5.0% 1 . 0 % 1.0% 5. 0 % 5.0% 4.7% 5 . 0 % 8 . 0 % 8 0 ' - 5 " 12'- 1 0 " 5'-0 " 5'-0 " 2 0 ' - 3 " 2 4 ' - 0 " 8 ' - 0 " 11'-1 1 " 6'-7 " 7 ' - 0 " 6'-2 " 5'-8 " 10 ' - 9 " 14'-0" 6'- 0 " 7'- 1 0 " 8'-0" 8' - 1 " 10 ' - 8 " 16 ' - 0 " 24 ' - 1 " 1 0 ' - 7 " 1 6 ' - 3 " 17'-6 " 1 2 ' - 4 " 8'-9 " 8 ' - 3 " 5'-0 " 5 ' - 0 " 7'-0" 24'- 5 " 7 ' - 4 " 7'-8" 6 ' - 1 0 " 5 ' - 2 " 9 ' - 3 " 8 ' - 4 " 6 ' - 7 " 1 0 ' - 0 " 12'- 8 " 2 4 ' - 0 " 25'-0 " 5. 0 % 1 ' - 6 " 1'-6" 2 . 0 % 2.0% 5.0% 0 . 0 4 % 0.3% 1 2 3 38 37 36 35 34 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 32 33 GAR A G E ENT R A N C E PRO P O S E D S H A R E D ROA D PLANTER WALLS 24" TALL TERRACED SEATING W E S T B E A V E R C R E E K B L V D . BOBS PLACE PATIO PAVER PATH TO MATCH THE PEDESTRIAN MALL LODGE AT AVON CENTER AVON TOWN HALL PROPOSED BUILDING AV O N P E D E S T R I A N M A L L PR O P E R T Y L I N E SE T B A C K L I N E SETB A C K L I N E SET B A C K L I N E PRO P E R T Y L I N E EAS E M E N T L I N E EAS E M E N T L I N E PAT I O PAT I O PAT I O PAT I O COMMERCIAL PATIO GARAGE BELOW GARAGE BELOW DECORATIVE PANELS GUARDRAILS AROUND HOT TUB AREA EAS E M E N T L I N E PRO P E R T Y L I N E UTIL I T Y E A S E M E N T L I N E EAS E M E N T L I N E EAS E M E N T L I N E SET B A C K L I N E PROP E R T Y L I N E SYNTHETIC TURF +TW 60 +TW 59.5 TW 59.5+ LE T T U C E S H E D L A N E ROOF OVERHANG ROOF OVERHANG PROPOSED LOT 3 ROOF OVERHANG GARAGE BELOW ROOF OVERHANG F I R E L A N E FDC ACCESS PAT I O TRASH DUMPSTERS TRANSPLANT 5 EXISTING SHUBERT CHOKECHERRY ROOF OVERHANG ENTRANCE PLAZA 12'x8' 12'x8' 12'x8' B I K E L A N E B I K E L A N E GATES INTO HOT TUB AREA SPA LIFT CONDENSERS GENERATOR TRANSFORMERS DRA I N A G E E A S E M E N T L I N E COMMERCIAL PATIO PLANTER WALLS 24" TALL PROP E R T Y L I N E 38 PARKING SPOTS BIKE RACKS (4) BIKE RACKS (4) BIKE RACKS (4) PEDESTRIAN WALKWAY BIKE RACKS (4) PROTECTED CURB SPACE FOR WHEEL OVERHANG PROTECTED CURB SPACE FOR WHEEL OVERHANG CORTEN PANEL PLANTER WALL (280 LF) +FFE 57.07 +(53.9) FFE 55.5+ BW 54.55+ +(61) FFE 57.5+ FFE 57.5+ +(61) +BW 57.5 +(60.7) +(61) +(61) FFE 57.5+ +FFE 55.5 +FFE 55.5 +FFE 55.5 +FFE 55.5 BW(53.96)++55.5 + (53.5) 55.5+ +59.74 +57.5 TW 60.9+ TW 59.5+ +TW 59.5 +TW 59.5 TW 59.5+ TW 59.5+ PLANTER WALLS 24" TALL +TS 55.3 +54.67 +TW 59.5 +TW 60.9 +TW 59.5 +60 +60 +TW 59.5 (53.26)+ PLANTER WALLS 30" TALL PLANTER WALLS 30" TALL RIVER ROCK AREA PLANTER WALLS 30" TALL PLANTER WALLS 24"-30" TALL + BS 54.3 +45 +45.12 +45.17 +50 +55 +60 +61 +62 +62 +61 +TW 61 +TW 62.32 +BW 59.26 TW 62.35+ TW 62.39+ TW 62.39+ +BW 45.75 +BW 45.75 TW 50.42+ +62 +62 56.05+ + 57.5 (54.6)+ TW 56.05+ BW 54.46+ + 57.26 57.29+ TW 56.05+ TW 57.05+ TW 55.5+ +TW 55.5 +BW 53.5 TW 55.5+ +TW 55.5 +TW 55.5 +TW 57.8 +BW 57.5 +TW 59.5 TW 59.5+ TW 59.5+ TW 59.5+ TW 59.5+ TW 59.5+ TW 59.5+ +TW 59.5 +BW 59.5 BW 59.5+ TW 61+ +TW 61 +BW 61 BW 61+ TW 59.5+ +TW 59.5 +BW 57.5 BW 57.5+ +BW 57.5 TW 59.5+ BW 57.5+ TW 61+ BW 57.5+ +BW 57.5 +TW 61 +BW 61 TW 61+ BW 61+ +TW 61 +BW 61 57.5+ (59.95) + + 57.17 + 57.5 TW 59.5+ BW 57.08+ +57.26 +FFE 57.07 +BW 57.5 +BW 57.5 BW 57.5+ BW 57.5+ BW 57.5+ TW 60.9+ +BW 57.5 BW 57.5+ (57.0) + BW 55.5+ +BW 55.5 TW 55.5 + +TS 55.5 +TS 55.0 +TS 54.5 +TS 54.0BW 53.5+ BW 53.5+ + BW 53.5 TW 56.05 + BW 57.3+ +TW 59.5 +BW 57.47 TW 59.5 + +BW 57.5 + BW 57.13 FFE 57.5+ +57.12 +TS 57.0 +TS 56.5 +TS 56.0 BW 55.5+ +TW 60 +BW 59.5 8'-8 " +(60.85) CORTEN PANEL PLANTER WALL (280 LF) 5' TALL GUARDRAIL SEATING OVERLOOK +TW 57.8 +BW 55.5 4 ' - 6 " 4 ' - 1 " 12'- 2 " GATES INTO HOT TUB AREA 6'-6" Symbol Key Botanical Common Name QTY Size Spacing Notes Shrubs Eac Euonymus alatus "Compactus' Dwarf Burning Bush 3 Layout to be approved by R.L.A. prior to installation and planting5 gal.Varies Rw Rosa woodsii Woods' Rose 12 Varies Layout to be approved by R.L.A. prior to installation and planting5 gal. Aar Amelanchier alnifolia 'Regent' Regent Serviceberry 8 Varies Layout to be approved by R.L.A. prior to installation and planting5 gal. So Symphoricarpos oreophilus Mountain Snowberry 15 Layout to be approved by R.L.A. prior to installation and planting5 gal.Varies Jc Juniperus communis Common Juniper 1 Layout to be approved by R.L.A. prior to installation and planting5 gal.Varies Csaf Cornus sericea 'Arctic Fire' Arctic Fire Dogwood 11 Varies Layout to be approved by R.L.A. prior to installation and planting5 gal. Spn Salix purpurea nana Arctic Willow 11 Layout to be approved by R.L.A. prior to installation and planting5 gal.Varies Cakf Calamagrostis acutiflora 'Karl Forester' Feather Reed Grass Symbol Key Botanical Common Name QTY Size Spacing Notes Ornamental Grasses Layout to be approved by R.L.A. prior to installation and planting 37BgBoutelouagracilisBlue Grama Grass 1 gal.Layout to be approved by R.L.A. prior to installation and planting 5 gal. Varies Varies76 Fg Festuca glauca Blue Fescue Layout to be approved by R.L.A. prior to installation and planting1 gal.Varies37 Hs Helioctotrichon sempervirens Blue Avena Grass Layout to be approved by R.L.A. prior to installation and planting5 gal.Varies32 Rnw Rosa 'Nearly Wild' Nearly Wild Rose 12 Varies5 gal. Csb Cornus sericea "Baileyi' Bailey Redtwig Dogwood 7 5 gal.Varies Ral Ribes alpinum Alpine Currant 7 Varies5 gal. Pt Populus tremuloides Quaking Aspen 8 2.5" cal. as shown THE SUMMIT PLANTING PLAN SCHEDULE Symbol Key Botanical Common Name QTY Size Spacing Notes Trees single stem Ppbe Picea pungens 'Baby Blue Eyes" Baby Blue Eyes Spruce 6 8' ht. as shown Ms Malus 'Spring Snow' Spring Snow Crabapple 2 2.5" cal. as shown Perennials Mixed Species (See Sun/Part Sun Perennial List) 2,342 SF Symbol Common Name Total Area Container Size 1 gal. Spacing 15" OC QTY 1,121 Groundcover Symbol Common Name Total Area Material / Product Depth / Rate Supplier Shady Perennials (See Shady Perennial List) 1 gal.15" OC801 SF 270 Native Seed 5,931 SF 50% Low grow Mix 50% Rocky Mtn. Wildflower Mix 1 lbs/ 1000 sf Arkansas Valley Seed Athw Acer tataricum 'Hot Wings' Hot Wings Tatarian Maple 4 2.5" cal. as shown single stem single stem REMOVED EXISTING TREES- 20 TREES PRESERVED EXISTING TREES- 15 TREES DECORATIVE PARASOLEIL PERFORATED SCREENS (3'X4') = 154 LF CONCRETE UNIT PAVERS, PAVESTONE PLAZA STONE SERIES, - 16,735 SF STANDARD "GRAY" CONCRETE SLAB ON GRADE - 1,870 SF ASPHALT PAVING- 13,003 SF STAMPED CONCRETE HOT TUB DECK-BUTTERFIELD COLOR- GILPIN'S FALL BRIDGE PLANT- WALNUT COLOR - 1,056 SF THE SUMMIT AREA CROSSWALK MATERIAL HATCHES SYNTHETIC TURF - 872 SF RIVER ROCK - 630 SF CONCRETE UNIT PAVERS, PAVESTONE PLAZA STONE SERIES, 6"x6"x60mm, Co p y r i g h t © 2 0 2 5 b y Z e h r e n & A s s o c i a t e s I n c . Co p y r i g h t © 2 0 2 5 b y Z e h r e n & A s s o c i a t e s I n c . Z: \ 2 0 2 5 \ 2 5 3 1 7 2 \ I V . C u r r e n t D o c u m e n t s \ 0 4 . P l o t S h e e t s \ L a n d s c a p e P l o t S h e e t s \ L 1 . 0 0 O V E R A L L S I T E P L A N . d w g , 1 1 / 5 / 2 0 2 5 1 1 : 1 5 : 1 3 A M , DW G T o P D F . p c 3 OWNERSHIP AREAS DIAGRAM LOT B PROPERTY AREA= 66,925 SF GRAND PEAKS OWNS =66,656 SF TOWN OF AVON OWNS = 11,468 SF LODGE AT AVON CENTER OWNS= 6,006 SF LOT 3 OWNS= 7,847 SF AREA OF OWNERSHIP DIAGRAM © 2025 Zehren and Associates, Inc. ZEHREN AND ASSOCIATES, INC. ARCHITECTURE PLANNING INTERIORS LANDSCAPE ARCHITECTURE PO Box 1976, Avon Colorado P. (970) 949-0257 www.zehren.com THE SUMMIT APARTMENTS - TOWN COUNCIL PACKAGE 01.13.26 9 APPROXIMATE AREA OF THE SUMMIT THE SUMMIT AREA DIAGRAM LOT B PROPERTY AREA= 66,925 SF GRAND PEAKS OWN AND LODGE AT AVON OWNED- THE SUMMIT=78,662 SF THE SUMMIT AREA OF DISTURBANCE= 78,662 * Grand Peaks and Lodge at Avon owned areas (highlighted in yellow) will only be calculated for lot coverage, snowmelt, snow removal, and irrigation. This is the designed area for The Summit UG E SS SS SS SS SS SS SS SS SD S D S D S D S D S D S D S D SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D S D S D SD W UGE UGE W W W W W W W W W W W W W CB L CB L CBL CBL CBL SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD UG E CB L C B L C B L C B L CBL CBL CBL CBL CBL UGE UGE UGE U G E U G E UG E U G E 200057467.416OVERHANG B 200067460.447BUILDING CORNER B 200077459.174BUILDING CORNER E 200087467.293OVERHANG 200097459.952BUILDING CORNER B 200107457.007BUILDING CORNER 200117457.007BUILDING CORNER E 200127457.007OVERHANG 200137457.007OVERHANG 200147467.315OVERHANG 200157467.228OVERHANG 200167467.346OVERHANG 200177467.270OVERHANG E 200187456.731BUILDING CORNER B 200197455.951BUILDING CORNER B 200207456.725BUILDING CORNER B 200217456.731BUILDING CORNER 200227456.731BUILDING CORNER R 200237455.951BUILDING CORNER 200247455.951BUILDING CORNER R 200257456.725BUILDING CORNER 200267456.725BUILDING CORNER R 200277455.854GRADE BREAK B 200287456.684GRADE BREAK 200297456.333GRADE BREAK CLS 200307455.412GRADE BREAK B 200317456.019GRADE BREAK 200327455.782GRADE BREAK CLS 200337456.759EDGE OF CONCRETE B SC 200347456.716EDGE OF CONCRETE POC 200357456.655EDGE OF CONCRETE POC 200367456.592EDGE OF CONCRETE POC 200377456.526EDGE OF CONCRETE EC 200387456.374EDGE OF CONCRETE SC 200397456.091EDGE OF CONCRETE POC 200407455.822EDGE OF CONCRETE POC 200417455.595EDGE OF CONCRETE POC 200427455.491EDGE OF CONCRETE EC 200437454.912EDGE OF CONCRETE E 200447454.470EDGE OF CONCRETE B 200457454.864EDGE OF CONCRETE 200467455.914EDGE OF CONCRETE200477455.888EDGE OF CONCRETE 200487455.930EDGE OF CONCRETE SC 200497455.963EDGE OF CONCRETE POC 200507456.021EDGE OF CONCRETE POC 200517456.070EDGE OF CONCRETE EC 200527456.464EDGE OF CONCRETE 200537460.100EDGE OF CONCRETE 200547460.309EDGE OF CONCRETE 200557460.593EDGE OF CONCRETE SC 200567460.680EDGE OF CONCRETE POC 200577460.743EDGE OF CONCRETE POC 200587460.992EDGE OF CONCRETE POC 200597460.970EDGE OF CONCRETE POC 200607460.990EDGE OF CONCRETE POC 200617461.010EDGE OF CONCRETE EC 200627461.059EDGE OF CONCRETE SC 200637461.105EDGE OF CONCRETE POC 200647461.115EDGE OF CONCRETE POC 200657461.078EDGE OF CONCRETE EC 200667460.993EDGE OF CONCRETE E 200677461.072EDGE OF CONCRETE B H.38 V0 200687460.917EDGE OF CONCRETE H.38 V0 200697460.590EDGE OF CONCRETE H.42 V0 200707459.151EDGE OF CONCRETE H.42 V0 200717456.953EDGE OF CONCRETE H.42 V0 200727456.443EDGE OF CONCRETE SC H.42 V0 200737456.397EDGE OF CONCRETE POC H.42 V0 200747456.251EDGE OF CONCRETE POC H.42 V0 200757456.060EDGE OF CONCRETE POC H.42 V0200767455.875EDGE OF CONCRETE POC H.42 V0 200777455.643EDGE OF CONCRETE POC H.42 V0 200787455.537EDGE OF CONCRETE POC H.42 V0 200797455.393EDGE OF CONCRETE POC H.42 V0 200807455.412EDGE OF CONCRETE EC H.42 V0 200817455.807EDGE OF CONCRETE H.42 V0 200827455.092EDGE OF CONCRETE H.42 V0 200837454.942EDGE OF CONCRETE H.42 V0 200847453.663EDGE OF CONCRETE H.42 V0 200857452.843EDGE OF CONCRETE B 200867453.447EDGE OF CONCRETE 20087 7453.586EDGE OF CONCRETE 200887453.455EDGE OF CONCRETE 200897453.488EDGE OF CONCRETE E 200907453.335TOP OF BANK B 200917453.143TOP OF BANK 200927453.043TOP OF BANK 200937452.637TOP OF BANK 200947452.653TOP OF BANK 200957452.814 TOP OF BANK 200967453.081TOP OF BANK 200977453.281TOP OF BANK 200987453.083TOP OF BANK 200997452.820 TOP OF BANK 201007452.988TOP OF BANK 201017452.972TOP OF BANK E 201027452.338TOE OF BANK B 201037451.042TOE OF BANK 201047450.134TOE OF BANK 201057449.296TOE OF BANK 201067448.746TOE OF BANK 201077447.942TOE OF BANK 201087447.529TOE OF BANK 201097447.083TOE OF BANK 201107446.013TOE OF BANK 201117445.703TOE OF BANK 201127445.789TOE OF BANK 201137445.683TOE OF BANK 201147446.008TOE OF BANK 201157445.815TOE OF BANK 201167445.965TOE OF BANK 201177446.390TOE OF BANK E 201187447.437EDGE OF ASPHALT B 201197447.227EDGE OF ASPHALT 201207448.569EDGE OF ASPHALT 201217448.527LIGHT POLE 201227449.360EDGE OF ASPHALT 201237451.235EDGE OF ASPHALT 201247451.893EDGE OF ASPHALT E 201257452.069SPOT GRADE PAV 201267451.985EDGE OF ASPHALT B 201277453.241EDGE OF ASPHALT 201287454.397EDGE OF ASPHALT 201297454.498LIGHT POLE 201307455.907EDGE OF ASPHALT 201317457.571EDGE OF ASPHALT 201327458.945EDGE OF ASPHALT E 201337457.730EDGE OF GRAVEL B EOG1 B 201347457.549EDGE OF GRAVEL 201357457.700EDGE OF GRAVEL 201367458.078EDGE OF GRAVEL SC 201377458.325EDGE OF GRAVEL POC 201387458.543EDGE OF GRAVEL POC 201397458.628 EDGE OF GRAVEL POC 201407458.509EDGE OF GRAVEL EC 201417457.392EDGE OF GRAVEL E 201427458.347EDGE OF GRAVEL 201437458.874EDGE OF GRAVEL SC 201447459.238EDGE OF GRAVEL POC 201457459.348EDGE OF GRAVEL POC 201467459.346EDGE OF GRAVEL POC 201477459.140EDGE OF GRAVEL EC 201487457.806EDGE OF GRAVEL E 201497456.859GRADE BREAK B 201507456.799GRADE BREAK 201517456.740GRADE BREAK 201527456.792GRADE BREAK CLS 201537459.028EDGE OF CONCRETE B H.92 V-.1 H-.21 V.48 H-.58 V.5 201547459.326EDGE OF CONCRETE 201557459.471EDGE OF CONCRETE POC 201567459.613EDGE OF CONCRETE 201577459.737EDGE OF CONCRETE E H.92 V-.1 H-.21 V.48 H-.58 V.5 201587459.682EDGE OF CONCRETE B 201597460.623EDGE OF CONCRETE 201607460.705EDGE OF CONCRETE 201617460.252EDGE OF CONCRETE 201627460.218EDGE OF CONCRETE 201637460.611EDGE OF CONCRETE 201647460.500EDGE OF CONCRETE 201657459.868EDGE OF CONCRETE E 201667459.749GUTTER B 201677460.501GUTTER SC 201687460.572GUTTER POC 201697460.635GUTTER EC 201707460.975GUTTER E 201717460.306GUTTER SC B G1 B SC 201727460.357GUTTER POC 201737460.427GUTTER POC 201747460.558GUTTER POC 201757460.639GUTTER POC201767460.713GUTTER POC 201777460.726GUTTER EC 201787461.030GUTTER E 201797460.231GUTTER POC 201807460.132GUTTER EC 201817460.070GUTTER E 201827460.124GRADE BREAK B 201837460.139GRADE BREAK 201847460.171GRADE BREAK 201857460.187GRADE BREAK CLS 201867460.097GUTTER B SC 201877460.159GUTTER POC 201887460.198 GUTTER POC 201897460.219GUTTER EC E G SC B 201907460.260GUTTER POC 201917460.316GUTTER POC 201927460.408GUTTER POC 201937460.463GUTTER POC 201947460.508GUTTER POC 201957460.515GUTTER EC 201967460.856GUTTER E 201977460.916GUTTER B 201987460.433GUTTER SC 201997460.395GUTTER POC202007460.375GUTTER EC 202017459.879GUTTER E 202027460.407GRADE BREAK B NZ 202037460.505GRADE BREAK NZ 202047460.529GRADE BREAK NZ 202057460.435GRADE BREAK CLS NZ 202067460.598GRADE BREAK B NZ 202077460.718GRADE BREAK NZ 202087460.745GRADE BREAK NZ 202097460.705GRADE BREAK CLS NZ 202107460.229EDGE OF CONCRETE B H.42 V0 202117461.017EDGE OF CONCRETE SC H.42 V0 202127461.021EDGE OF CONCRETE POC H.42 V0 202137461.032EDGE OF CONCRETE EC H.42 V0 202147460.955EDGE OF CONCRETE SC H.42 V0 GB B 202157461.043EDGE OF CONCRETE POC 202167461.065EDGE OF CONCRETE POC 202177461.179EDGE OF CONCRETE POC 202187461.311EDGE OF CONCRETE EC E 202197461.230EDGE OF CONCRETE B SC 202207461.221EDGE OF CONCRETE POC 202217461.232WATER VALVE 202227461.183EDGE OF CONCRETE POC 202237461.092EDGE OF CONCRETE POC 202247461.069EDGE OF CONCRETE EC H.42 V0 GB E 202257461.134EDGE OF CONCRETE SC H.42 V0202267461.119EDGE OF CONCRETE POC H.42 V0 202277461.114EDGE OF CONCRETE POC H.42 V0 202287460.998EDGE OF CONCRETE POC H.42 V0 202297460.953EDGE OF CONCRETE POC H.42 V0 202307460.866 EDGE OF CONCRETE POC H.42 V0 202317460.851EDGE OF CONCRETE POC H.42 V0 202327460.551EDGE OF CONCRETE EC H.42 V0202337460.027EDGE OF CONCRETE GB B 202347460.247GRADE BREAK E 202357460.081EDGE OF CONCRETE GB B 202367460.229GRADE BREAK E 202377460.763EDGE OF CONCRETE SC H.42 V0 202387460.759EDGE OF CONCRETE POC H.42 V0 202397460.868EDGE OF CONCRETE POC H.42 V0 202407461.107EDGE OF CONCRETE EC E H.42 V0 202417460.581GUTTER B SC 202427460.446GUTTER POC 202437460.326GUTTER POC 202447460.306GUTTER EC E 202457460.730EDGE OF CONCRETE B SC 202467460.562EDGE OF CONCRETE POC 202477460.404EDGE OF CONCRETE POC 202487460.385EDGE OF CONCRETE POC 202497460.320EDGE OF CONCRETE POC 202507460.261EDGE OF CONCRETE EC 202517460.142EDGE OF CONCRETE SC 202527460.222EDGE OF CONCRETE POC 202537460.355EDGE OF CONCRETE POC 202547460.487EDGE OF CONCRETE POC 202557460.422EDGE OF CONCRETE EC 202567460.281EDGE OF CONCRETE 202577460.302EDGE OF CONCRETE 202587460.368EDGE OF CONCRETE SC 202597460.374EDGE OF CONCRETE POC 202607460.517EDGE OF CONCRETE POC 202617460.527EDGE OF CONCRETE POC 202627460.664EDGE OF CONCRETE POC 202857461.228EDGE OF CONCRETE POC 202867461.175EDGE OF CONCRETE POC 202877461.065EDGE OF CONCRETE POC 202887461.000EDGE OF CONCRETE EC 202897461.091EDGE OF CONCRETE 202907461.060EDGE OF CONCRETE E 202917461.021ELECTRIC MANHOLE 202927461.033EDGE OF CONCRETE 202937461.041EDGE OF CONCRETE SC 202947461.185EDGE OF CONCRETE POC 202957461.166EDGE OF CONCRETE POC 202967461.020EDGE OF CONCRETE POC 202977460.926EDGE OF CONCRETE EC H.42 V0 GB B 202987460.852EDGE OF CONCRETE SC H.42 V0 202997460.853EDGE OF CONCRETE POC H.42 V0203007460.848EDGE OF CONCRETE EC H.42 V0 203017460.354EDGE OF CONCRETE E H.42 V0 203027460.797EDGE OF CONCRETE B 203037461.135EDGE OF CONCRETE SC 203047461.037EDGE OF CONCRETE POC 20305 7460.936EDGE OF CONCRETE EC 203067460.733EDGE OF CONCRETE B 203077460.758EDGE OF CONCRETE 203087460.707EDGE OF CONCRETE 203097460.700EDGE OF CONCRETE EOC E 203107460.681EDGE OF CONCRETE E EOC B H.42 V0 203117460.865EDGE OF CONCRETE SC H.42 V0 203127460.796EDGE OF CONCRETE POC H.42 V0 20313 7460.792EDGE OF CONCRETE POC H.42 V0 203147460.695EDGE OF CONCRETE EC H.42 V0 203157460.559EDGE OF CONCRETE H.42 V0 203167459.961EDGE OF CONCRETE GB 1 B 203177460.185GRADE BREAK 1 E 203187459.953EDGE OF CONCRETE GB 1 B 203197460.159GRADE BREAK 1 E 203207460.663EDGE OF CONCRETE SC H.42 V0 203217460.698EDGE OF CONCRETE POC H.42 V0 203227460.824EDGE OF CONCRETE POC H.42 V0203237460.858EDGE OF CONCRETE POC H.42 V0 203247460.937EDGE OF CONCRETE POC H.42 V0203257460.947EDGE OF CONCRETE POC H.42 V0 203267460.963EDGE OF CONCRETE EC H.42 V0 203277460.874EDGE OF CONCRETE SC H.42 V0 GB E 203287460.882EDGE OF CONCRETE POC 203297461.076SPOT GRADE PAV 203307461.076EDGE OF CONCRETE EC 20331 7460.792EDGE OF CONCRETE E 203427460.967EDGE OF CONCRETE POC H.42 V0 203437460.883EDGE OF CONCRETE POC H.42 V0 203447460.859EDGE OF CONCRETE POC H.42 V0 203457460.715EDGE OF CONCRETE POC H.42 V0 203467460.691EDGE OF CONCRETE EC H.42 V0 203477460.733EDGE OF CONCRETE E H.42 V0 203487460.236GUTTER SC B 203497460.377GUTTER POC 203507460.397GUTTER POC 203517460.357GUTTER EC 203527460.175GUTTER 203537460.129GUTTER E 203547460.119GUTTER B 203557460.202GUTTER SC 203567460.303GUTTER POC 203577460.410GUTTER POC 203587460.481GUTTER POC 203597460.548GUTTER POC 203707461.227ROAD CL POC 203717461.031ROAD CL POC 203727460.910ROAD CL POC 203737460.726ROAD CL POC 203747460.569ROAD CL POC 203757460.514ROAD CL POC 203767460.661ROAD CL POC D 203787451.709STORM DRAIN MANHOLE STMM5 B 203797444.585AREA DRAIN STMM5 203807444.557EDGE OF CONCRETE CIR 203817444.616EDGE OF CONCRETE 203827444.628EDGE OF CONCRETE 203837449.685AREA DRAIN STMM5 203847456.693AREA DRAIN STMM5 D 203857460.363STORM DRAIN MANHOLE STMM5 E 7457.91 NOMATCH STIV 203877460.269AREA DRAIN203887460.277 GRADE BREAK B 203897460.283GRADE BREAK 203907460.300GRADE BREAK 203917460.286GRADE BREAK CLS D 203927460.541STORM DRAIN MANHOLE STMM4 B STMM5 B 203937459.387AREA DRAIN 203947459.417GRADE BREAK B 203957459.389GRADE BREAK 203967459.390GRADE BREAK 203977459.447GRADE BREAK CLS7456.69 NOMATCH STIV 203997460.023AREA DRAIN STMM4 E 204007460.083AREA DRAIN STMM7 B 204067461.553LIGHT POLE 204077461.262LIGHT POLE 20408 7461.306LIGHT POLE D 204097460.525STORM DRAIN MANHOLE STMM5 STMM7 E 204107461.056LIGHT POLE 204117460.903WATER VALVE 204127465.266FIRE HYDRANT 204137461.211 LIGHT POLE 204147459.852GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 204157459.233GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 204167459.252GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 204177459.262GUTTER E H.92 V-.1 H-.21 V.48 H-.58 V.5 204187459.599GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 204197459.436GUTTER SC H.92 V-.1 H-.21 V.48 H-.58 V.5 204207459.426GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204217459.417GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5204227459.418GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5204237459.385GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204247459.623GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204257459.786GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204267459.863GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204277459.943GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204287460.092GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204297460.311GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204307460.385GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204317460.460GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204327460.522GUTTER EC H.92 V-.1 H-.21 V.48 H-.58 V.5 204337460.874GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 204347461.015GUTTER E H.92 V-.1 H-.21 V.48 H-.58 V.5 204357460.969" MISC. TREE 204367461.143" MISC. TREE 204377457.231GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 204387457.149GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 204397456.725GUTTER SC H.92 V-.1 H-.21 V.48 H-.58 V.5 204407456.750GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204417456.686GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5204427456.670GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204437456.725GUTTER EC H.92 V-.1 H-.21 V.48 H-.58 V.5 204447457.800GUTTER SC H.92 V-.1 H-.21 V.48 H-.58 V.5 204457457.896GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204467457.881GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204477457.825GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204487457.804GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204497457.758GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204507457.681GUTTER EC H.92 V-.1 H-.21 V.48 H-.58 V.5 204517457.360GUTTER CLS H.92 V-.1 H-.21 V.48 H-.58 V.5 20452 7457.564LIGHT POLE 204537453.227GUTTER B 204547453.418EDGE OF CONCRETE B 204557453.249EDGE OF CONCRETE B 204567452.533EDGE OF CONCRETE 204577452.298GUTTER 204587452.558EDGE OF CONCRETE 204597451.892EDGE OF CONCRETE E 204607451.768GUTTER E 204617452.022EDGE OF CONCRETE E 204627453.218EDGE OF CONCRETE SC B 204637453.392EDGE OF CONCRETE POC 204647453.114EDGE OF CONCRETE POC 204657453.089EDGE OF CONCRETE POC 204667453.096EDGE OF CONCRETE POC 204677453.112EDGE OF CONCRETE EC 204687452.959EDGE OF CONCRETE SC204697452.885EDGE OF CONCRETE POC 204707452.827EDGE OF CONCRETE POC 204717452.844EDGE OF CONCRETE POC 204727452.987EDGE OF CONCRETE EC CLSE204737453.092ELECTRIC BOX /KEY PAD GARAGE 204747453.220EDGE OF CONCRETE B 204757454.470EDGE OF CONCRETE E 204767453.219GUTTER B 204777454.470GUTTER E 204787456.759EDGE OF CONCRETE B 204797456.926EDGE OF CONCRETE 204807456.892EDGE OF CONCRETE204817456.892EDGE OF CONCRETE204827456.892EDGE OF CONCRETE 204837456.689EDGE OF CONCRETE 204847456.689EDGE OF CONCRETE 204857456.638EDGE OF CONCRETE204867456.638EDGE OF CONCRETE 204877456.670EDGE OF CONCRETE 204887456.672EDGE OF CONCRETE 204897456.671EDGE OF CONCRETE 204907456.699EDGE OF CONCRETE 204917456.724 EDGE OF CONCRETE 204927457.032EDGE OF CONCRETE E 204937467.270OVERHANG B 204947468.089OVERHANG E 204957457.007BUILDING CORNER B 204967468.089 BUILDING CORNER 204977464.287NATURAL GROUND NZ 204987465.808NATURAL GROUND NZ 204997464.287BUILDING CORNER 20500 7466.125BUILDING CORNER 205017448.943GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 205027448.825GUTTER 205047448.757GUTTER POC 205057448.819GUTTER 205067449.177GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205077449.094GUTTER CLS H.92 V-.1 H-.21 V.48 H-.58 V.5 205087449.329LIGHT POLE 205097447.437EDGE OF ASPHALT B 205107448.230EDGE OF ASPHALT 205117448.435EDGE OF ASPHALT 205127448.946EDGE OF ASPHALT 205137449.262EDGE OF ASPHALT 205147448.989EDGE OF ASPHALT 205157449.201EDGE OF ASPHALT 205167449.094EDGE OF ASPHALT 205177449.030EDGE OF ASPHALT 205187449.274EDGE OF ASPHALT 205197450.222EDGE OF ASPHALT 205207450.476EDGE OF ASPHALT 205217450.969EDGE OF ASPHALT 205227451.167EDGE OF ASPHALT 205237451.250EDGE OF ASPHALT 205247452.213EDGE OF ASPHALT 205257452.686EDGE OF ASPHALT 205267453.186EDGE OF ASPHALT 205277453.816EDGE OF ASPHALT 205287454.440EDGE OF ASPHALT 205297454.718EDGE OF ASPHALT 205307454.899EDGE OF ASPHALT 205317455.142EDGE OF ASPHALT 205327455.309EDGE OF ASPHALT 205337455.483EDGE OF ASPHALT E 205347455.389EDGE OF ASPHALT B 205357455.281EDGE OF ASPHALT 205367455.204EDGE OF ASPHALT 205377455.031EDGE OF ASPHALT 205387454.532EDGE OF ASPHALT 205397453.055EDGE OF ASPHALT 20540 7452.690EDGE OF ASPHALT 205417452.474EDGE OF ASPHALT 205427452.248EDGE OF ASPHALT 205437451.822EDGE OF ASPHALT 205447451.283EDGE OF ASPHALT 205457450.910EDGE OF ASPHALT E 205467450.898 GUTTER B H-.92 V-.1 H.21 V.48 H.58 V.5 205477450.787GUTTER H-.92 V-.1 H.21 V.48 H.58 V.5 205487450.787GUTTER E H-.92 V-.1 H.21 V.48 H.58 V.5 205497450.542GUTTER B H-.92 V-.1 H.21 V.48 H.58 V.5 205507450.731GUTTER H-.92 V-.1 H.21 V.48 H.58 V.5 205517450.744GUTTER H-.92 V-.1 H.21 V.48 H.58 V.5 205527449.832GUTTER H-.92 V-.1 H.21 V.48 H.58 V.5 205537450.178GUTTER E H-.92 V-.1 H.21 V.48 H.58 V.5 205547447.909LIGHT POLE 20555 7451.905LIGHT POLE 205567455.483NATURAL GROUND NZ 0.75 205577453.235GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 205587453.181GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205597452.254GUTTER 205617452.343GUTTER POC 205627452.064GUTTER 205637452.177GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205647451.550GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205657446.974GUTTER E H.92 V-.1 H-.21 V.48 H-.58 V.5 205667450.990LIGHT POLE 205677456.425OVERHANG B 205687456.459OVERHANG E 205697446.280GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 205707446.308GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205717446.719GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205727449.814GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205737450.178GUTTER E H.92 V-.1 H-.21 V.48 H-.58 V.5 205747445.899 EDGE OF CONCRETE B FF ELEV. = 7445.52± 205767445.413EDGE OF CONCRETE B 205777445.578EDGE OF CONCRETE EOC2 B 205787445.505EDGE OF CONCRETE 205797445.564EDGE OF CONCRETE 205807445.591EDGE OF CONCRETE 205817448.452EDGE OF CONCRETE 205827448.174EDGE OF CONCRETE 205837445.879EDGE OF CONCRETE EOC E 205847445.579EDGE OF CONCRETE E EOC1 205857445.624EDGE OF CONCRETE 205867445.593EDGE OF CONCRETE205877445.593EDGE OF CONCRETE 20588 7445.595EDGE OF CONCRETE FF ELEV. = 7445.55± 205907445.537EDGE OF CONCRETE CLS 205927445.391GRADE BREAK B 205937445.443GRADE BREAK 205947445.513GRADE BREAK 205957445.539GRADE BREAK CLS 205967445.499EDGE OF CONCRETE B 205977445.613EDGE OF CONCRETE E 205987456.670EDGE OF CONCRETE E 205997455.335NATURAL GROUND NZ 206007455.336NATURAL GROUND NZ 206017455.335BUILDING CORNER 206027455.336BUILDING CORNER206037455.336BUILDING CORNER 206047455.321BUILDING CORNER 206057455.321BUILDING CORNER 206067455.321BUILDING CORNER 206077455.321BUILDING CORNER 206087455.738BUILDING CORNER E /CONTINUES UNDERGROUND 206097453.607SIGN 206107453.877SIGN 206117454.025SIGN 206127453.920SIGN 206137454.283SIGN 206147454.747SIGN 206157456.472" MISC. TREE 206167453.033" MISC. TREE 206177453.750" MISC. TREE 206187453.395" MISC. TREE 206197450.027" MISC. TREE 206207449.354" MISC. TREE 206217449.780" MISC. TREE 206227452.823" MISC. TREE 206237451.346" MISC. TREE 206247452.785" MISC. TREE 206257453.986LIGHT POLE 206267454.121LIGHT POLE 206277453.574LIGHT POLE 206287453.633LIGHT POLE 206297454.271LIGHT POLE 206307453.566LIGHT POLE 206317454.289" MISC. TREE 206327454.439" MISC. TREE 206337454.295" MISC. TREE 206347454.187" MISC. TREE 206367453.497EDGE OF CONCRETE CIR 206377453.497EDGE OF CONCRETE 206387453.509EDGE OF CONCRETE 206397453.600EDGE OF CONCRETE B 206407453.627EDGE OF CONCRETE 206417453.596EDGE OF CONCRETE R 206427466.125BUILDING CORNER206437466.125BUILDING CORNER 206447443.531AREA DRAIN TRENCH B 206457443.643AREA DRAIN TRENCH E 206467456.873CONC. WALL B H.67 V0 206477456.860CONC. WALL H.67 V0 206487456.799CONC. WALL H.67 V0 206497456.547CONC. WALL H.67 V0 20651 7457.077WOOD FENCE B 206527456.871EDGE OF BRICK B 206537456.872EDGE OF BRICK 206547456.795EDGE OF BRICK 206557456.782EDGE OF BRICK 206567456.865EDGE OF BRICK 206577456.883EDGE OF BRICK 206587456.673EDGE OF BRICK 206597456.868WOOD FENCE 206607457.098WOOD FENCE 206617457.006EDGE OF BRICK 206627457.134EDGE OF BRICK206637457.132WOOD FENCE 206647456.959WOOD FENCE 206657456.851EDGE OF BRICK 206667457.077EDGE OF BRICK 206677457.074WOOD FENCE 206687457.278EDGE OF BRICK EOB1 B206697457.206WOOD FENCE 206707457.095WOOD FENCE 206717457.175EDGE OF BRICK 206727456.947EDGE OF BRICK CLS206737456.947WOOD FENCE E 206747458.333" MISC. TREE 206757458.331" MISC. TREE 206767458.274" MISC. TREE 206777458.112" MISC. TREE 206787457.224" MISC. TREE 206797456.733UG ELECT. LINE B 206807456.693UG ELECT. LINE206817456.713UG ELECT. LINE 206827456.653UG ELECT. LINE 206837452.747UG ELECT. LINE 206847452.109UG ELECT. LINE E 206857455.373EDGE OF CONCRETE B 206867455.389EDGE OF CONCRETE 206877455.397EDGE OF CONCRETE 206887455.199EDGE OF CONCRETE SC 206897455.123EDGE OF CONCRETE POC 206907454.887EDGE OF CONCRETE POC 206917454.502EDGE OF CONCRETE POC 206927454.184EDGE OF CONCRETE POC 206937453.926NATURAL GROUND 206947453.931EDGE OF CONCRETE B SC 206957453.926EDGE OF CONCRETE EC E 206967454.175EDGE OF CONCRETE POC 206977454.388EDGE OF CONCRETE POC 206987454.538EDGE OF CONCRETE POC 206997454.849EDGE OF CONCRETE POC 207007455.117NATURAL GROUND 207017455.117EDGE OF CONCRETE POC 207027455.117EDGE OF CONCRETE POC 207037455.832EDGE OF CONCRETE EC 207047455.991EDGE OF CONCRETE 207057456.334EDGE OF CONCRETE SC 207067456.689EDGE OF CONCRETE POC 207077456.861EDGE OF CONCRETE POC 207087456.951EDGE OF CONCRETE EC 207097457.037EDGE OF CONCRETE 207107457.014EDGE OF CONCRETE 207117456.965EDGE OF CONCRETE SC 207127456.890EDGE OF CONCRETE POC 207137456.812EDGE OF BRICK 207147456.796EDGE OF BRICK 207157457.175EDGE OF BRICK E 207167457.083EDGE OF CONCRETE POC 207177456.577EDGE OF CONCRETE POC 207187456.344EDGE OF CONCRETE POC 207197455.969EDGE OF CONCRETE POC 207207455.702EDGE OF CONCRETE POC 207217454.856NATURAL GROUND 207227455.417EDGE OF CONCRETE POC 207237455.117NATURAL GROUND 207247455.283NATURAL GROUND 207257455.383EDGE OF CONCRETE POC 207267455.373EDGE OF CONCRETE EC E 207277455.146" MISC. TREE 207287455.227" MISC. TREE 207297454.989" MISC. TREE 207307454.742" MISC. TREE 207317454.524" MISC. TREE 207327453.479EDGE OF ASPHALT SC B 207337453.731 EDGE OF ASPHALT POC 207347453.829 EDGE OF ASPHALT POC 207357453.856EDGE OF ASPHALT POC 207367453.873EDGE OF ASPHALT EC 207377454.105EDGE OF ASPHALT 207387454.227EDGE OF ASPHALT SC 207397454.223EDGE OF ASPHALT POC 207407454.159EDGE OF ASPHALT POC 207417454.095EDGE OF ASPHALT EC 207427453.865EDGE OF ASPHALT SC 207437453.764EDGE OF ASPHALT POC 207447453.542EDGE OF ASPHALT POC 207457453.549EDGE OF ASPHALT EC 207467453.574EDGE OF ASPHALT 207477453.589EDGE OF ASPHALT 207487453.580EDGE OF ASPHALT 207497453.567EDGE OF ASPHALT207507453.631EDGE OF ASPHALT207517453.646EDGE OF ASPHALT207527453.618EDGE OF ASPHALT 207537453.602EDGE OF ASPHALT 207547453.561EDGE OF ASPHALT 207557453.552EDGE OF ASPHALT 207567453.634EDGE OF ASPHALT 207577453.804EDGE OF ASPHALT SC 207587453.912EDGE OF ASPHALT POC 207597454.040EDGE OF ASPHALT POC 207607454.093EDGE OF ASPHALT POC 207617454.102EDGE OF ASPHALT EC 207627454.145EDGE OF ASPHALT 207637454.089EDGE OF ASPHALT 207647454.120EDGE OF ASPHALT 207657454.080EDGE OF ASPHALT 207667453.932EDGE OF ASPHALT 207677453.792EDGE OF ASPHALT 207687453.541EDGE OF ASPHALT 207697453.227EDGE OF ASPHALT 207707452.997EDGE OF ASPHALT 207717452.887EDGE OF ASPHALT SC 207727452.849EDGE OF ASPHALT POC 207737452.833EDGE OF ASPHALT POC 207747452.817EDGE OF ASPHALT EC 207757452.843EDGE OF ASPHALT 207817452.708EDGE OF ASPHALT POC 207827452.675EDGE OF ASPHALT POC 207837452.621EDGE OF ASPHALT EC E 207847452.965WATER VALVE 207857454.268FIRE HYDRANT 207887452.901UG ELECT. LINE 207897452.980UG ELECT. LINE 207907453.076UG WATER LINE UGW1 B 20791 7452.454UG WATER LINE E 207927453.492UG ELECT. LINE 207937453.590UG ELECT. LINE 207947453.851UG ELECT. LINE 207957454.023UG WATER LINE 207967453.946UG ELECT. LINE 207977454.082UG ELECT. LINE 207987454.127UG ELECT. LINE 207997454.086UG ELECT. LINE 208007454.271UG ELECT. LINE 208017454.052UG ELECT. LINE 208027454.144UG ELECT. LINE 208037454.110UG ELECT. LINE 208047454.038UG ELECT. LINE 208057453.958UG ELECT. LINE 208067453.859UG ELECT. LINE 208077453.599UG ELECT. LINE 208087453.543UG ELECT. LINE 208097453.521UG ELECT. LINE 208107453.559UG WATER LINE 208117453.502UG ELECT. LINE 208127453.387UG ELECT. LINE 208137453.343UG ELECT. LINE 208147453.764UG ELECT. LINE 208157453.905UG ELECT. LINE 208167453.957UG ELECT. LINE 208177454.132UG ELECT. LINE 208187454.123UG ELECT. LINE 208197454.182UG ELECT. LINE 208207453.970UG ELECT. LINE 208217453.953UG ELECT. LINE 208227453.795UG ELECT. LINE 208237453.795UG ELECT. LINE 208247453.479UG ELECT. LINE 208257453.561UG ELECT. LINE 208267453.502UG ELECT. LINE 208277453.504UG ELECT. LINE 208287453.266UG ELECT. LINE E 208297453.039EDGE OF ASPHALT B 208307453.185EDGE OF ASPHALT 208317453.350EDGE OF ASPHALT 208327453.380EDGE OF ASPHALT 208337453.465EDGE OF ASPHALT 208347453.589EDGE OF ASPHALT 208357453.689EDGE OF ASPHALT 208367454.333UG WATER LINE E 208377453.758EDGE OF ASPHALT SC 208387453.832EDGE OF ASPHALT POC 208397453.871EDGE OF ASPHALT POC 208407453.841EDGE OF ASPHALT POC 208417453.870EDGE OF ASPHALT POC 208427453.813EDGE OF ASPHALT EC 208437453.597EDGE OF ASPHALT SC 208447453.545EDGE OF ASPHALT POC 208457453.372EDGE OF ASPHALT POC 208467453.305EDGE OF ASPHALT POC 208477453.266EDGE OF ASPHALT EC 208487453.287EDGE OF ASPHALT 208497453.481EDGE OF ASPHALT SC 208507453.760EDGE OF ASPHALT POC 208517453.849EDGE OF ASPHALT POC 208527453.835EDGE OF ASPHALT EC 208537453.818EDGE OF ASPHALT 208547453.649EDGE OF ASPHALT 208557453.430EDGE OF ASPHALT SC 208567453.223EDGE OF ASPHALT POC 208577452.973EDGE OF ASPHALT POC 208587452.831EDGE OF ASPHALT EC E 208597453.615UG TELEPHONE MARKER B 208607453.825UG TELEPHONE MARKER 208617453.825UG TELEPHONE MARKER 208627453.972UG TELEPHONE MARKER 208637453.701UG TELEPHONE MARKER 208647453.546UG TELEPHONE MARKER 208657453.569UG TELEPHONE MARKER 208667453.758UG TELEPHONE MARKER E 208677454.103WATER VALVE 208687453.926EDGE OF CONCRETE SC B 208697454.055WATER VALVE 208707453.617WATER VALVE 208717454.026WATER VALVE 208727454.026WATER VALVE D 208747453.599STORM DRAIN MANHOLE STMM1 STMM8 B S 208757453.397SAN. SEWER MANHOLE SAMM B 208767453.816EDGE OF CONCRETE POC208777453.791EDGE OF CONCRETE EC 208787453.720EDGE OF CONCRETE 208797453.479EDGE OF CONCRETE SC 208807453.407EDGE OF CONCRETE POC 208817453.301EDGE OF CONCRETE POC 208827453.222EDGE OF CONCRETE POC 208837453.112EDGE OF CONCRETE POC 208847453.039EDGE OF CONCRETE POC 208857452.983EDGE OF CONCRETE EC E 208867453.931EDGE OF CONCRETE B SC 208877453.902 EDGE OF CONCRETE POC 208887453.894EDGE OF CONCRETE POC 208897453.910EDGE OF CONCRETE POC 208907453.875EDGE OF CONCRETE EC 208917454.029EDGE OF CONCRETE 208927454.291EDGE OF CONCRETE 208937454.002EDGE OF CONCRETE 208947453.944EDGE OF CONCRETE 208957454.400EDGE OF CONCRETE EOC1 B 208967453.944EDGE OF CONCRETE 208977454.549EDGE OF CONCRETE R 208987454.521EDGE OF CONCRETE SC 208997454.689EDGE OF CONCRETE POC 209007454.829EDGE OF CONCRETE POC 209017454.955EDGE OF CONCRETE POC 209027455.163EDGE OF CONCRETE POC 209037455.354EDGE OF CONCRETE POC 209047455.051EDGE OF CONCRETE B 209057454.865EDGE OF CONCRETE SC 209067454.848EDGE OF CONCRETE POC 209077454.864EDGE OF CONCRETE POC 209087454.963EDGE OF CONCRETE EC 209097455.018EDGE OF CONCRETE SC 209107455.210EDGE OF CONCRETE POC 209117455.391EDGE OF CONCRETE POC 209127455.643EDGE OF CONCRETE POC 209137456.044EDGE OF CONCRETE EC E 209147455.743EDGE OF CONCRETE POC 209157456.144EDGE OF CONCRETE EC E 209167454.297AREA DRAIN STMM1 E 209177454.456GRADE BREAK B 209187454.445GRADE BREAK 209197454.473GRADE BREAK R 209207454.845EDGE OF CONCRETE B 209217454.164EDGE OF CONCRETE SC 209227453.978EDGE OF CONCRETE POC 209237453.823EDGE OF CONCRETE POC 209247453.702EDGE OF CONCRETE POC 209257453.641EDGE OF CONCRETE POC 209267453.593EDGE OF CONCRETE EC 209277453.593EDGE OF CONCRETE E 209287454.922UG ELECT. LINE B E 209297454.488ELECTRIC BOX UGE 209307454.753UG ELECT. LINE 209317454.423LIGHT POLE UGE 209327453.825UG ELECT. LINE 209337453.862LIGHT POLE UGE 209347453.826UG ELECT. LINE 209357453.622UG ELECT. LINE UGE1 B E 209367454.489ELECTRIC BOX UGE1 E 209377453.753LIGHT POLE UGE E C 209387454.794COMM BOX UGT B 209397453.993UG TELEPHONE MARKER 209407453.737UG TELEPHONE MARKER E 209417457.057" MISC. TREE 209427457.453" MISC. TREE 209437456.546" MISC. TREE 209447457.615" MISC. TREE 209457457.609" MISC. TREE209467457.626" MISC. TREE 209477459.266" MISC. TREE 209487459.770" MISC. TREE 209497460.233" MISC. TREE 20950 7457.073BUILDING CORNER 209517456.966BUILDING CORNER E 209527456.929EDGE OF CONCRETE B 209537456.672EDGE OF CONCRETE 209547456.679EDGE OF CONCRETE 209557456.804EDGE OF CONCRETE E 209577457.073BUILDING CORNER B 209587457.073BUILDING CORNER 209597457.073BUILDING CORNER 209607457.073BUILDING CORNER E 209617454.319UG ELECT. LINE B209627454.252UG ELECT. LINE 209637453.980UG ELECT. LINE 209647453.554UG ELECT. LINE 209657453.244UG ELECT. LINE E 209677454.941UG TELEPHONE MARKER B 209687456.057UG TELEPHONE MARKER 20969 7454.726UG TELEPHONE MARKER 209707454.588UG TELEPHONE MARKER 209717454.146UG TELEPHONE MARKER 209727454.184UG TELEPHONE MARKER 209737454.794UG TELEPHONE MARKER E 209747456.845" MISC. TREE 209757456.621" MISC. TREE 209767457.488" MISC. TREE 209777457.699" MISC. TREE 209787457.715" MISC. TREE 209797457.819" MISC. TREE 209807457.546" MISC. TREE 209817457.073EDGE OF BRICK B 209827456.831EDGE OF BRICK E 209837456.732EDGE OF BRICK B H2.0 V0 209847456.808EDGE OF BRICK H2.0 V0 209857457.034EDGE OF BRICK H2.0 V0 209867457.151EDGE OF BRICK H2.0 V0 209877457.134EDGE OF BRICK H2.0 V0 209887457.158EDGE OF BRICK H2.0 V0 209897457.073EDGE OF BRICK H2.0 V0 209907457.103EDGE OF BRICK H2.0 V0 209917456.920EDGE OF BRICK H2.0 V0 209927456.775EDGE OF BRICK H2.0 V0 209937456.781EDGE OF BRICK E H2.0 V0 209947457.005EDGE OF BRICK B 209957457.088EDGE OF BRICK 209967457.015EDGE OF BRICK R FF ELEV. = 7457.07± 209987455.529WATER VALVE E 209997456.029 ELECTRIC BOX UGE B 210007454.029UG ELECT. LINE E 210077451.254GRADE BREAK B 210087451.239GRADE BREAK 210097451.211GRADE BREAK R 210107451.136AREA DRAIN STMM8 E 210117451.631GRADE BREAK B 210127451.700GRADE BREAK 210137451.641GRADE BREAK R 210147451.563AREA DRAIN 210157453.363UG ELECT. LINE B 210167453.433UG ELECT. LINE 210177453.384UG ELECT. LINE 210187453.041UG ELECT. LINE 210197453.521UG ELECT. LINE B 210207453.487UG ELECT. LINE 210217453.376UG ELECT. LINE 210227452.980UG ELECT. LINE 210237452.060UG ELECT. LINE 210247452.012UG ELECT. LINE 210257449.384UG ELECT. LINE210267449.390UG ELECT. LINE 210277449.059UG ELECT. LINE 210287449.086UG ELECT. LINE 210297448.873UG ELECT. LINE 210307449.279UG ELECT. LINE 210317449.272UG ELECT. LINE E 210327448.901UG ELECT. LINE 210337449.277UG ELECT. LINE 210347449.277UG ELECT. LINE E 210357450.919 UG ELECT. LINE B 210367450.969UG TELEPHONE MARKER B 210377448.573UG TELEPHONE MARKER210387448.602UG ELECT. LINE 210397448.145UG TELEPHONE MARKER 210407447.998UG ELECT. LINE 210417447.733UG ELECT. LINE 210427448.050UG ELECT. LINE 210437447.805UG ELECT. LINE 210447447.758UG TELEPHONE MARKER 210457447.403UG TELEPHONE MARKER E 210467447.344UG ELECT. LINE E 210477459.364GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 210487459.599GUTTER E H.92 V-.1 H-.21 V.48 H-.58 V.5210497459.599EDGE OF ASPHALT B 210507459.364EDGE OF ASPHALT 210517459.262EDGE OF ASPHALT 210527459.233EDGE OF ASPHALT E 210537461.211 UG ELECT. LINE B 210547460.580UG ELECT. LINE 210557460.942UG ELECT. LINE 210567460.651UG ELECT. LINE 210577461.182UG ELECT. LINE 210587460.839UG ELECT. LINE 210597460.997UG ELECT. LINE 210607460.994UG ELECT. LINE 210617460.989UG ELECT. LINE 210627460.972UG ELECT. LINE 210637461.262UG ELECT. LINE 210647461.262UG ELECT. LINE 210657461.149UG ELECT. LINE 210667461.171UG ELECT. LINE 210677461.419UG ELECT. LINE 210687461.294UG ELECT. LINE 210737459.195" MISC. TREE210747459.144" MISC. TREE 210757461.175" MISC. TREE 210897457.454EDGE OF ASPHALT POC 210907457.251EDGE OF ASPHALT POC 210917457.033EDGE OF ASPHALT POC 210927456.776EDGE OF ASPHALT POC 210937456.600EDGE OF ASPHALT POC 210947456.495EDGE OF ASPHALT POC 210957456.382EDGE OF ASPHALT POC 210967456.297EDGE OF ASPHALT EC210977456.301 EDGE OF ASPHALT 21098 7456.287EDGE OF ASPHALT 210997456.279EDGE OF ASPHALT 211007456.279GRADE BREAK B 211017456.279GRADE BREAK 211027456.379GRADE BREAK 211037456.379GRADE BREAK CLS 211117456.675GRADE BREAK 211127456.375GRADE BREAK E 211137456.373GUTTER 211147456.373GUTTER E 211807457.849EDGE OF CONCRETE POC H.5 V0 211817457.668EDGE OF CONCRETE POC H.5 V0 211827457.426EDGE OF CONCRETE POC H.5 V0 211837457.214EDGE OF CONCRETE POC H.5 V0 211847457.005EDGE OF CONCRETE POC H.5 V0 211857456.868EDGE OF CONCRETE POC H.5 V0 211867456.780EDGE OF CONCRETE POC H.5 V0 211877456.716EDGE OF CONCRETE EC H.5 V0 211887456.699EDGE OF CONCRETE E H.5 V0211897456.708EDGE OF CONCRETE B 211907456.732EDGE OF CONCRETE E 211927460.447BUILDING CORNER B 21193 7461.349BUILDING CORNER 211947468.013BUILDING CORNER 211957467.966BUILDING CORNER 211967466.502BUILDING CORNER BLDC4 B 212067456.681BUILDING CORNER R 212107466.502BUILDING CORNER 212117466.502BUILDING CORNER R 212127461.428BUILDING CORNER B 212137461.556BUILDING CORNER 212147461.556BUILDING CORNER R 212177456.231AREA DRAIN 212517458.398STONE WALL H1 V0 212527458.336STONE WALL E H1 V0 SD SD S D C B L C B L C B L C B L C B L C B L C B L C B L C B L S D UG E UGE U G E U G E U G E U G E U G E U G E W W W W W W W W W W W W W W W W W W W W W W W W W W UGE UGE UGE UGE UGE UGE UGE U G E U G E U G E U G E EXI S T I N G P A T I O EXI S T I N G P A T I O BOULDER WALL P5 P6 P6 P6 P4 P4 P1 P4 P4 P1 BOLLARD LIGHT (TYP.) REF LIGHTING PLAN P2 P6 P1 P5 P5 MATCH TO EXISTING PATH L3 . 3 P M 1 P5 P5 L3 . 8 1 P M L3 . 8 1 P M P2 P5 P5 P4 P4 P2 P2 P5 P5 9'- 2 1 4" 8'-2" 1 6 ' 9'-8 1 8" Cu s t o m Bo u l d e r 1 125" Cu s t o m Bo u l d e r 2 3' - 1 5 8 "4'-7 1 8 " 7'-61 8" 4'- 9 3 8" 8' 5' 24" 44" 55" P7 P7 CUSTOM CLIMBING FEATURES BY IDS, REF L3.51 PM - L3.59 SI M L3.22 PM 2 L3 . 2 2 P M 2 L3 . 2 2 P M 4 L3 . 2 2 P M 4 L3 . 2 2 P M 2 1 8 ' - 0 " 2 4 ' - 0 " 1 8 ' - 0 " 9 ' - 0 " 5 ' - 6 " 10'-0 " 10 ' - 0 " 21 ' - 2 " 2.0 % 5.0% 5.0% 1 . 0 % 1.0% 5. 0 % 5.0% 4.7% 5 . 0 % 8 . 0 % 8 0 ' - 5 " 12'- 1 0 " 5'-0 " 5'-0 " 2 0 ' - 3 " 2 4 ' - 0 " 8 ' - 0 " 11'-1 1 " 6'-7 " 7 ' - 0 " 6'-2" 5'-8 " 10 ' - 9 " 14'-0" 6'- 0 " 7'- 1 0 " 8'-0" 8' - 1 " 10 ' - 8 " 16 ' - 0 " 24 ' - 1 " 1 0 ' - 7 " 1 6 ' - 3 " 17'-6 " 1 2 ' - 4 " 8'-9 " 8 ' - 3 " 5'-0 " 5 ' - 0 " 7'-0" 24'- 5 " 7 ' - 4 " 7'-8" 6 ' - 1 0 " 5 ' - 2 " 9 ' - 3 " 8 ' - 4 " 6 ' - 7 " 1 0 ' - 0 " 12'- 8 " 2 4 ' - 0 " 25'-0 " 5. 0 % 1 ' - 6 " 1'-6" 2 . 0 % 2.0% 5.0% 0 . 0 4 % 0.3% 1 2 3 38 37 36 35 34 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 32 33 GAR A G E ENT R A N C E PRO P O S E D S H A R E D ROA D PLANTER WALLS 24" TALL TERRACED SEATING W E S T B E A V E R C R E E K B L V D . BOBS PLACE PATIO PAVER PATH TO MATCH THE PEDESTRIAN MALL LODGE AT AVON CENTER AVON TOWN HALL PROPOSED BUILDING AV O N P E D E S T R I A N M A L L PR O P E R T Y L I N E SE T B A C K L I N E SETB A C K L I N E SET B A C K L I N E PRO P E R T Y L I N E EAS E M E N T L I N E EAS E M E N T L I N E PAT I O PAT I O PAT I O PAT I O COMMERCIAL PATIO GARAGE BELOW GARAGE BELOW DECORATIVE PANELS GUARDRAILS AROUND HOT TUB AREA EAS E M E N T L I N E PRO P E R T Y L I N E UTIL I T Y E A S E M E N T L I N E EAS E M E N T L I N E EAS E M E N T L I N E SET B A C K L I N E PROP E R T Y L I N E SYNTHETIC TURF +TW 60 +TW 59.5 TW 59.5+ LE T T U C E S H E D L A N E ROOF OVERHANG ROOF OVERHANG PROPOSED LOT 3 ROOF OVERHANG GARAGE BELOW ROOF OVERHANG F I R E L A N E FDC ACCESS PAT I O TRASH DUMPSTERS TRANSPLANT 5 EXISTING SHUBERT CHOKECHERRY ROOF OVERHANG ENTRANCE PLAZA 12'x8' 12'x8' 12'x8' B I K E L A N E B I K E L A N E GATES INTO HOT TUB AREA SPA LIFT CONDENSERS GENERATOR TRANSFORMERS DRA I N A G E E A S E M E N T L I N E COMMERCIAL PATIO PLANTER WALLS 24" TALL PROP E R T Y L I N E 38 PARKING SPOTS BIKE RACKS (4) BIKE RACKS (4) BIKE RACKS (4) PEDESTRIAN WALKWAY BIKE RACKS (4) PROTECTED CURB SPACE FOR WHEEL OVERHANG PROTECTED CURB SPACE FOR WHEEL OVERHANG CORTEN PANEL PLANTER WALL (280 LF) +FFE 57.07 +(53.9) FFE 55.5+ BW 54.55+ +(61) FFE 57.5+ FFE 57.5+ +(61) +BW 57.5 +(60.7) +(61) +(61) FFE 57.5+ +FFE 55.5 +FFE 55.5 +FFE 55.5 +FFE 55.5 BW(53.96)++55.5 + (53.5) 55.5+ +59.74 +57.5 TW 60.9+ TW 59.5+ +TW 59.5 +TW 59.5 TW 59.5+ TW 59.5+ PLANTER WALLS 24" TALL +TS 55.3 +54.67 +TW 59.5 +TW 60.9 +TW 59.5 +60 +60 +TW 59.5 (53.26)+ PLANTER WALLS 30" TALL PLANTER WALLS 30" TALL RIVER ROCK AREA PLANTER WALLS 30" TALL PLANTER WALLS 24"-30" TALL + BS 54.3 +45 +45.12 +45.17 +50 +55 +60 +61 +62 +62 +61 +TW 61 +TW 62.32 +BW 59.26 TW 62.35+ TW 62.39+ TW 62.39+ +BW 45.75 +BW 45.75 TW 50.42+ +62 +62 56.05+ + 57.5 (54.6)+ TW 56.05+ BW 54.46+ + 57.26 57.29+ TW 56.05+ TW 57.05+ TW 55.5+ +TW 55.5 +BW 53.5 TW 55.5+ +TW 55.5 +TW 55.5 +TW 57.8 +BW 57.5 +TW 59.5 TW 59.5+ TW 59.5+ TW 59.5+ TW 59.5+ TW 59.5+ TW 59.5+ +TW 59.5 +BW 59.5 BW 59.5+ TW 61+ +TW 61 +BW 61 BW 61+ TW 59.5+ +TW 59.5 +BW 57.5 BW 57.5+ +BW 57.5 TW 59.5+ BW 57.5+ TW 61+ BW 57.5+ +BW 57.5 +TW 61 +BW 61 TW 61+ BW 61+ +TW 61 +BW 61 57.5+ (59.95) + + 57.17 + 57.5 TW 59.5+ BW 57.08+ +57.26 +FFE 57.07 +BW 57.5 +BW 57.5 BW 57.5+ BW 57.5+ BW 57.5+ TW 60.9+ +BW 57.5 BW 57.5+ (57.0) + BW 55.5+ +BW 55.5 TW 55.5 + +TS 55.5 +TS 55.0 +TS 54.5 +TS 54.0BW 53.5+ BW 53.5+ + BW 53.5 TW 56.05 + BW 57.3+ +TW 59.5 +BW 57.47 TW 59.5 + +BW 57.5 + BW 57.13 FFE 57.5+ +57.12 +TS 57.0 +TS 56.5 +TS 56.0 BW 55.5+ +TW 60 +BW 59.5 8'-8 " +(60.85) CORTEN PANEL PLANTER WALL (280 LF) 5' TALL GUARDRAIL SEATING OVERLOOK +TW 57.8 +BW 55.5 4 ' - 6 " 4 ' - 1 " 12'- 2 " GATES INTO HOT TUB AREA 6'-6" Symbol Key Botanical Common Name QTY Size Spacing Notes Shrubs Eac Euonymus alatus "Compactus' Dwarf Burning Bush 3 Layout to be approved by R.L.A. prior to installation and planting5 gal.Varies Rw Rosa woodsii Woods' Rose 12 Varies Layout to be approved by R.L.A. prior to installation and planting5 gal. Aar Amelanchier alnifolia 'Regent' Regent Serviceberry 8 Varies Layout to be approved by R.L.A. prior to installation and planting5 gal. So Symphoricarpos oreophilus Mountain Snowberry 15 Layout to be approved by R.L.A. prior to installation and planting5 gal.Varies Jc Juniperus communis Common Juniper 1 Layout to be approved by R.L.A. prior to installation and planting5 gal.Varies Csaf Cornus sericea 'Arctic Fire' Arctic Fire Dogwood 11 Varies Layout to be approved by R.L.A. prior to installation and planting5 gal. Spn Salix purpurea nana Arctic Willow 11 Layout to be approved by R.L.A. prior to installation and planting5 gal.Varies Cakf Calamagrostis acutiflora 'Karl Forester' Feather Reed Grass Symbol Key Botanical Common Name QTY Size Spacing Notes Ornamental Grasses Layout to be approved by R.L.A. prior to installation and planting 37BgBouteloua gracilis Blue Grama Grass 1 gal.Layout to be approved by R.L.A. prior to installation and planting 5 gal. Varies Varies76 Fg Festuca glauca Blue Fescue Layout to be approved by R.L.A. prior to installation and planting1 gal.Varies37 Hs Helioctotrichon sempervirens Blue Avena Grass Layout to be approved by R.L.A. prior to installation and planting5 gal.Varies32 Rnw Rosa 'Nearly Wild' Nearly Wild Rose 12 Varies5 gal. Csb Cornus sericea "Baileyi' Bailey Redtwig Dogwood 7 5 gal.Varies Ral Ribes alpinum Alpine Currant 7 Varies5 gal. Pt Populus tremuloides Quaking Aspen 8 2.5" cal. as shown THE SUMMIT PLANTING PLAN SCHEDULE Symbol Key Botanical Common Name QTY Size Spacing Notes Trees single stem Ppbe Picea pungens 'Baby Blue Eyes" Baby Blue Eyes Spruce 6 8' ht. as shown Ms Malus 'Spring Snow' Spring Snow Crabapple 2 2.5" cal. as shown Perennials Mixed Species (See Sun/Part Sun Perennial List) 2,342 SF Symbol Common Name Total Area Container Size 1 gal. Spacing 15" OC QTY 1,121 Groundcover Symbol Common Name Total Area Material / Product Depth / Rate Supplier Shady Perennials (See Shady Perennial List) 1 gal.15" OC801 SF 270 Native Seed 5,931 SF 50% Low grow Mix 50% Rocky Mtn. Wildflower Mix 1 lbs/ 1000 sf Arkansas Valley Seed Athw Acer tataricum 'Hot Wings' Hot Wings Tatarian Maple 4 2.5" cal. as shown single stem single stem REMOVED EXISTING TREES- 20 TREES PRESERVED EXISTING TREES- 15 TREES DECORATIVE PARASOLEIL PERFORATED SCREENS (3'X4') = 154 LF CONCRETE UNIT PAVERS, PAVESTONE PLAZA STONE SERIES, - 16,735 SF STANDARD "GRAY" CONCRETE SLAB ON GRADE - 1,870 SF ASPHALT PAVING- 13,003 SF STAMPED CONCRETE HOT TUB DECK-BUTTERFIELD COLOR- GILPIN'S FALL BRIDGE PLANT- WALNUT COLOR - 1,056 SF THE SUMMIT AREA CROSSWALK MATERIAL HATCHES SYNTHETIC TURF - 872 SF RIVER ROCK - 630 SF CONCRETE UNIT PAVERS, PAVESTONE PLAZA STONE SERIES, 6"x6"x60mm, Co p y r i g h t © 2 0 2 5 b y Z e h r e n & A s s o c i a t e s I n c . Co p y r i g h t © 2 0 2 5 b y Z e h r e n & A s s o c i a t e s I n c . Z: \ 2 0 2 5 \ 2 5 3 1 7 2 \ I V . C u r r e n t D o c u m e n t s \ 0 4 . P l o t S h e e t s \ L a n d s c a p e P l o t S h e e t s \ L 1 . 0 0 O V E R A L L S I T E P L A N . d w g , 1 1 / 5 / 2 0 2 5 1 1 : 1 5 : 1 3 A M , DW G T o P D F . p c 3 © 2025 Zehren and Associates, Inc. ZEHREN AND ASSOCIATES, INC. ARCHITECTURE PLANNING INTERIORS LANDSCAPE ARCHITECTURE PO Box 1976, Avon Colorado P. (970) 949-0257 www.zehren.com THE SUMMIT APARTMENTS - TOWN COUNCIL PACKAGE 01.13.26 10 UG E SS SS SS SS SS SS SS SS SD S D S D S D S D S D S D S D SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D S D S D SD W UGE UGE W W W W W W W W W W W W W CB L CB L CBL CBL CBL SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD UG E CB L C B L C B L C B L CBL CBL CBL CBL CBL UGE UGE UGE U G E U G E UG E U G E 200057467.416OVERHANG B 200067460.447BUILDING CORNER B 200077459.174BUILDING CORNER E 200087467.293OVERHANG 200097459.952BUILDING CORNER B 200107457.007BUILDING CORNER 200117457.007BUILDING CORNER E 200127457.007OVERHANG 200137457.007OVERHANG 200147467.315OVERHANG 200157467.228OVERHANG 200167467.346OVERHANG 200177467.270OVERHANG E 200187456.731BUILDING CORNER B 200197455.951BUILDING CORNER B 200207456.725BUILDING CORNER B 200217456.731BUILDING CORNER 200227456.731BUILDING CORNER R 200237455.951BUILDING CORNER 200247455.951BUILDING CORNER R 200257456.725BUILDING CORNER 200267456.725BUILDING CORNER R 200277455.854GRADE BREAK B 200287456.684GRADE BREAK 200297456.333GRADE BREAK CLS 200307455.412GRADE BREAK B 200317456.019GRADE BREAK 200327455.782GRADE BREAK CLS 200337456.759EDGE OF CONCRETE B SC 200347456.716EDGE OF CONCRETE POC 200357456.655EDGE OF CONCRETE POC 200367456.592EDGE OF CONCRETE POC 200377456.526EDGE OF CONCRETE EC 200387456.374EDGE OF CONCRETE SC 200397456.091EDGE OF CONCRETE POC 200407455.822EDGE OF CONCRETE POC 200417455.595EDGE OF CONCRETE POC 200427455.491EDGE OF CONCRETE EC 200437454.912EDGE OF CONCRETE E 200447454.470EDGE OF CONCRETE B 200457454.864EDGE OF CONCRETE 200467455.914EDGE OF CONCRETE200477455.888EDGE OF CONCRETE 200487455.930EDGE OF CONCRETE SC 200497455.963EDGE OF CONCRETE POC 200507456.021EDGE OF CONCRETE POC 200517456.070EDGE OF CONCRETE EC 200527456.464EDGE OF CONCRETE 200537460.100EDGE OF CONCRETE 200547460.309EDGE OF CONCRETE 200557460.593EDGE OF CONCRETE SC 200567460.680EDGE OF CONCRETE POC 200577460.743EDGE OF 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OF ASPHALT 205257452.686EDGE OF ASPHALT 205267453.186EDGE OF ASPHALT 205277453.816EDGE OF ASPHALT 205287454.440EDGE OF ASPHALT 205297454.718EDGE OF ASPHALT 205307454.899EDGE OF ASPHALT 205317455.142EDGE OF ASPHALT 205327455.309EDGE OF ASPHALT 205337455.483EDGE OF ASPHALT E 205347455.389EDGE OF ASPHALT B 205357455.281EDGE OF ASPHALT 205367455.204EDGE OF ASPHALT 205377455.031EDGE OF ASPHALT 205387454.532EDGE OF ASPHALT 205397453.055EDGE OF ASPHALT 205407452.690EDGE OF ASPHALT 205417452.474EDGE OF ASPHALT 205427452.248EDGE OF ASPHALT 205437451.822EDGE OF ASPHALT 205447451.283EDGE OF ASPHALT 205457450.910EDGE OF ASPHALT E 205467450.898GUTTER B H-.92 V-.1 H.21 V.48 H.58 V.5 205477450.787GUTTER H-.92 V-.1 H.21 V.48 H.58 V.5 205487450.787GUTTER E H-.92 V-.1 H.21 V.48 H.58 V.5 205497450.542GUTTER B H-.92 V-.1 H.21 V.48 H.58 V.5 205507450.731GUTTER H-.92 V-.1 H.21 V.48 H.58 V.5 205517450.744GUTTER H-.92 V-.1 H.21 V.48 H.58 V.5 205527449.832GUTTER H-.92 V-.1 H.21 V.48 H.58 V.5 205537450.178GUTTER E H-.92 V-.1 H.21 V.48 H.58 V.5 205547447.909LIGHT POLE 205557451.905LIGHT POLE 205567455.483NATURAL GROUND NZ 0.75 205577453.235GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 205587453.181GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205597452.254GUTTER 205617452.343GUTTER POC 205627452.064GUTTER 205637452.177GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205647451.550GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205657446.974GUTTER E H.92 V-.1 H-.21 V.48 H-.58 V.5 205667450.990LIGHT POLE 205677456.425OVERHANG B 205687456.459OVERHANG E 205697446.280GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 205707446.308GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205717446.719GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205727449.814GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205737450.178GUTTER E H.92 V-.1 H-.21 V.48 H-.58 V.5 205747445.899EDGE OF CONCRETE B FF ELEV. = 7445.52± 205767445.413EDGE OF CONCRETE B 205777445.578EDGE OF CONCRETE EOC2 B 205787445.505EDGE OF CONCRETE 205797445.564EDGE OF CONCRETE 205807445.591EDGE OF CONCRETE 205817448.452EDGE OF CONCRETE 205827448.174EDGE OF CONCRETE 205837445.879EDGE OF CONCRETE EOC E 205847445.579EDGE OF CONCRETE E EOC1 205857445.624EDGE OF CONCRETE 205867445.593EDGE OF CONCRETE205877445.593EDGE OF CONCRETE 205887445.595EDGE OF CONCRETE FF ELEV. = 7445.55± 205907445.537EDGE OF CONCRETE CLS 205927445.391GRADE BREAK B 205937445.443GRADE BREAK 205947445.513GRADE BREAK 205957445.539GRADE BREAK CLS 205967445.499EDGE OF CONCRETE B 205977445.613EDGE OF CONCRETE E 205987456.670EDGE OF CONCRETE E 205997455.335NATURAL GROUND NZ 206007455.336NATURAL GROUND NZ 206017455.335BUILDING CORNER 206027455.336BUILDING CORNER206037455.336BUILDING CORNER 206047455.321BUILDING CORNER 206057455.321BUILDING CORNER 206067455.321BUILDING CORNER 206077455.321BUILDING CORNER 206087455.738BUILDING CORNER E /CONTINUES UNDERGROUND 206097453.607SIGN 206107453.877SIGN 206117454.025SIGN 206127453.920SIGN 206137454.283SIGN 206147454.747SIGN 206157456.472" MISC. TREE 206167453.033" MISC. TREE 206177453.750" MISC. TREE 206187453.395" MISC. TREE 206197450.027" MISC. TREE 206207449.354" MISC. TREE 206217449.780" MISC. TREE 206227452.823" MISC. TREE 206237451.346" MISC. TREE 206247452.785" MISC. TREE 206257453.986LIGHT POLE 206267454.121LIGHT POLE 206277453.574LIGHT POLE 206287453.633LIGHT POLE 206297454.271LIGHT POLE 206307453.566LIGHT POLE 206317454.289" MISC. TREE 206327454.439" MISC. TREE 206337454.295" MISC. TREE 206347454.187" MISC. TREE 206367453.497EDGE OF CONCRETE CIR 206377453.497EDGE OF CONCRETE 206387453.509EDGE OF CONCRETE 206397453.600EDGE OF CONCRETE B 206407453.627EDGE OF CONCRETE 206417453.596EDGE OF CONCRETE R 206427466.125BUILDING CORNER 206437466.125BUILDING CORNER 206447443.531AREA DRAIN TRENCH B 206457443.643AREA DRAIN TRENCH E 206467456.873CONC. WALL B H.67 V0 206477456.860CONC. WALL H.67 V0 206487456.799CONC. WALL H.67 V0 206497456.547CONC. WALL H.67 V0 206517457.077WOOD FENCE B 206527456.871EDGE OF BRICK B 206537456.872EDGE OF BRICK 206547456.795EDGE OF BRICK 206557456.782EDGE OF BRICK 206567456.865EDGE OF BRICK 206577456.883EDGE OF BRICK 206587456.673EDGE OF BRICK 206597456.868WOOD FENCE 206607457.098WOOD FENCE 206617457.006EDGE OF BRICK 206627457.134EDGE OF BRICK206637457.132WOOD FENCE 206647456.959WOOD FENCE 206657456.851EDGE OF BRICK 206667457.077EDGE OF BRICK 206677457.074WOOD FENCE 206687457.278EDGE OF BRICK EOB1 B206697457.206WOOD FENCE 206707457.095WOOD FENCE 206717457.175EDGE OF BRICK 206727456.947EDGE OF BRICK CLS206737456.947WOOD FENCE E 206747458.333" MISC. TREE 206757458.331" MISC. TREE 206767458.274" MISC. TREE 206777458.112" MISC. TREE 206787457.224" MISC. TREE 206797456.733UG ELECT. LINE B 206807456.693UG ELECT. LINE206817456.713UG ELECT. LINE 206827456.653UG ELECT. LINE 206837452.747UG ELECT. LINE 206847452.109UG ELECT. LINE E 206857455.373EDGE OF CONCRETE B 206867455.389EDGE OF CONCRETE 206877455.397EDGE OF CONCRETE 206887455.199EDGE OF CONCRETE SC 206897455.123EDGE OF CONCRETE POC 206907454.887EDGE OF CONCRETE POC 206917454.502EDGE OF CONCRETE POC 206927454.184EDGE OF CONCRETE POC 206937453.926NATURAL GROUND 206947453.931EDGE OF CONCRETE B SC 206957453.926EDGE OF CONCRETE EC E 206967454.175EDGE OF CONCRETE POC 206977454.388EDGE OF CONCRETE POC 206987454.538EDGE OF CONCRETE POC 206997454.849EDGE OF CONCRETE POC 207007455.117NATURAL GROUND 207017455.117EDGE OF CONCRETE POC 207027455.117EDGE OF CONCRETE POC 207037455.832EDGE OF CONCRETE EC 207047455.991EDGE OF CONCRETE 207057456.334EDGE OF CONCRETE SC 207067456.689EDGE OF CONCRETE POC 207077456.861EDGE OF CONCRETE POC 207087456.951EDGE OF CONCRETE EC 207097457.037EDGE OF CONCRETE 207107457.014EDGE OF CONCRETE 207117456.965EDGE OF CONCRETE SC 207127456.890EDGE OF CONCRETE POC 207137456.812EDGE OF BRICK 207147456.796EDGE OF BRICK 207157457.175EDGE OF BRICK E 207167457.083EDGE OF CONCRETE POC 207177456.577EDGE OF CONCRETE POC 207187456.344EDGE OF CONCRETE POC 207197455.969EDGE OF CONCRETE POC 207207455.702EDGE OF CONCRETE POC 207217454.856NATURAL GROUND 207227455.417EDGE OF CONCRETE POC 207237455.117NATURAL GROUND 207247455.283NATURAL GROUND 207257455.383EDGE OF CONCRETE POC 207267455.373EDGE OF CONCRETE EC E 207277455.146" MISC. TREE 207287455.227" MISC. TREE 207297454.989" MISC. TREE 207307454.742" MISC. TREE 207317454.524" MISC. TREE 207327453.479EDGE OF ASPHALT SC B 207337453.731EDGE OF ASPHALT POC207347453.829EDGE OF ASPHALT POC 207357453.856EDGE OF ASPHALT POC 207367453.873EDGE OF ASPHALT EC 207377454.105EDGE OF ASPHALT 207387454.227EDGE OF ASPHALT SC 207397454.223EDGE OF ASPHALT POC 207407454.159EDGE OF ASPHALT POC 207417454.095EDGE OF ASPHALT EC 207427453.865EDGE OF ASPHALT SC 207437453.764EDGE OF ASPHALT POC 207447453.542EDGE OF ASPHALT POC 207457453.549EDGE OF ASPHALT EC 207467453.574EDGE OF ASPHALT 207477453.589EDGE OF ASPHALT 207487453.580EDGE OF ASPHALT 207497453.567EDGE OF ASPHALT207507453.631EDGE OF ASPHALT207517453.646EDGE OF ASPHALT207527453.618EDGE OF ASPHALT 207537453.602EDGE OF ASPHALT 207547453.561EDGE OF ASPHALT 207557453.552EDGE OF ASPHALT 207567453.634EDGE OF ASPHALT 207577453.804EDGE OF ASPHALT SC 207587453.912EDGE OF ASPHALT POC 207597454.040EDGE OF ASPHALT POC 207607454.093EDGE OF ASPHALT POC 207617454.102EDGE OF ASPHALT EC 207627454.145EDGE OF ASPHALT 207637454.089EDGE OF ASPHALT 207647454.120EDGE OF ASPHALT 207657454.080EDGE OF ASPHALT 207667453.932EDGE OF ASPHALT 207677453.792EDGE OF ASPHALT 207687453.541EDGE OF ASPHALT 207697453.227EDGE OF ASPHALT 207707452.997EDGE OF ASPHALT 207717452.887EDGE OF ASPHALT SC 207727452.849EDGE OF ASPHALT POC 207737452.833EDGE OF ASPHALT POC 207747452.817EDGE OF ASPHALT EC 207757452.843EDGE OF ASPHALT EDGE OF ASPHALT POC 207827452.675EDGE OF ASPHALT POC 207837452.621EDGE OF ASPHALT EC E 207847452.965WATER VALVE 207857454.268FIRE HYDRANT 207887452.901UG ELECT. LINE 207897452.980UG ELECT. LINE 207907453.076UG WATER LINE UGW1 B 207917452.454UG WATER LINE E 207927453.492UG ELECT. LINE 207937453.590UG ELECT. LINE 207947453.851UG ELECT. LINE 207957454.023UG WATER LINE 207967453.946UG ELECT. LINE 207977454.082UG ELECT. LINE 207987454.127UG ELECT. LINE 207997454.086UG ELECT. LINE 208007454.271UG ELECT. LINE 208017454.052UG ELECT. LINE 208027454.144UG ELECT. LINE 208037454.110UG ELECT. LINE 208047454.038UG ELECT. LINE 208057453.958UG ELECT. LINE 208067453.859UG ELECT. LINE 208077453.599UG ELECT. LINE 208087453.543UG ELECT. LINE 208097453.521UG ELECT. LINE 208107453.559UG WATER LINE 208117453.502UG ELECT. LINE 208127453.387UG ELECT. LINE 208137453.343UG ELECT. LINE 208147453.764UG ELECT. LINE 208157453.905UG ELECT. LINE 208167453.957UG ELECT. LINE 208177454.132UG ELECT. LINE 208187454.123UG ELECT. LINE 208197454.182UG ELECT. LINE 208207453.970UG ELECT. LINE 208217453.953UG ELECT. LINE 208227453.795UG ELECT. LINE 208237453.795UG ELECT. LINE 208247453.479UG ELECT. LINE 208257453.561UG ELECT. LINE 208267453.502UG ELECT. LINE 208277453.504UG ELECT. LINE 208287453.266UG ELECT. LINE E 208297453.039EDGE OF ASPHALT B 208307453.185EDGE OF ASPHALT 208317453.350EDGE OF ASPHALT 208327453.380EDGE OF ASPHALT 208337453.465EDGE OF ASPHALT 208347453.589EDGE OF ASPHALT 208357453.689EDGE OF ASPHALT 208367454.333UG WATER LINE E 208377453.758EDGE OF ASPHALT SC 208387453.832EDGE OF ASPHALT POC 208397453.871EDGE OF ASPHALT POC 208407453.841EDGE OF ASPHALT POC 208417453.870EDGE OF ASPHALT POC 208427453.813EDGE OF ASPHALT EC 208437453.597EDGE OF ASPHALT SC 208447453.545EDGE OF ASPHALT POC 208457453.372EDGE OF ASPHALT POC 208467453.305EDGE OF ASPHALT POC 208477453.266EDGE OF ASPHALT EC 208487453.287EDGE OF ASPHALT 208497453.481EDGE OF ASPHALT SC 208507453.760EDGE OF ASPHALT POC 208517453.849EDGE OF ASPHALT POC 208527453.835EDGE OF ASPHALT EC 208537453.818EDGE OF ASPHALT 208547453.649EDGE OF ASPHALT 208557453.430EDGE OF ASPHALT SC 208567453.223EDGE OF ASPHALT POC 208577452.973EDGE OF ASPHALT POC 208587452.831EDGE OF ASPHALT EC E 208597453.615UG TELEPHONE MARKER B 208607453.825UG TELEPHONE MARKER 208617453.825UG TELEPHONE MARKER 208627453.972UG TELEPHONE MARKER 208637453.701UG TELEPHONE MARKER 208647453.546UG TELEPHONE MARKER 208657453.569UG TELEPHONE MARKER 208667453.758UG TELEPHONE MARKER E 208677454.103WATER VALVE 208687453.926EDGE OF CONCRETE SC B 208697454.055WATER VALVE 208707453.617WATER VALVE 208717454.026WATER VALVE 208727454.026WATER VALVE D 208747453.599STORM DRAIN MANHOLE STMM1 STMM8 B S 208757453.397SAN. SEWER MANHOLE SAMM B 208767453.816EDGE OF CONCRETE POC208777453.791EDGE OF CONCRETE EC 208787453.720EDGE OF CONCRETE 208797453.479EDGE OF CONCRETE SC 208807453.407EDGE OF CONCRETE POC 208817453.301EDGE OF CONCRETE POC 208827453.222EDGE OF CONCRETE POC 208837453.112EDGE OF CONCRETE POC 208847453.039EDGE OF CONCRETE POC 208857452.983EDGE OF CONCRETE EC E 208867453.931EDGE OF CONCRETE B SC 208877453.902EDGE OF CONCRETE POC 208887453.894EDGE OF CONCRETE POC 208897453.910EDGE OF CONCRETE POC 208907453.875EDGE OF CONCRETE EC 208917454.029EDGE OF CONCRETE 208927454.291EDGE OF CONCRETE 208937454.002EDGE OF CONCRETE 208947453.944EDGE OF CONCRETE 208957454.400EDGE OF CONCRETE EOC1 B 208967453.944EDGE OF CONCRETE 208977454.549EDGE OF CONCRETE R 208987454.521EDGE OF CONCRETE SC 208997454.689EDGE OF CONCRETE POC 209007454.829EDGE OF CONCRETE POC 209017454.955EDGE OF CONCRETE POC 209027455.163EDGE OF CONCRETE POC 209037455.354EDGE OF CONCRETE POC 209047455.051EDGE OF CONCRETE B 209057454.865EDGE OF CONCRETE SC 209067454.848EDGE OF CONCRETE POC 209077454.864EDGE OF CONCRETE POC 209087454.963EDGE OF CONCRETE EC 209097455.018EDGE OF CONCRETE SC 209107455.210EDGE OF CONCRETE POC 209117455.391EDGE OF CONCRETE POC 209127455.643EDGE OF CONCRETE POC 209137456.044EDGE OF CONCRETE EC E 209147455.743EDGE OF CONCRETE POC 209157456.144EDGE OF CONCRETE EC E 209167454.297AREA DRAIN STMM1 E 209177454.456GRADE BREAK B 209187454.445GRADE BREAK 209197454.473GRADE BREAK R 209207454.845EDGE OF CONCRETE B 209217454.164EDGE OF CONCRETE SC 209227453.978EDGE OF CONCRETE POC 209237453.823EDGE OF CONCRETE POC 209247453.702EDGE OF CONCRETE POC 209257453.641EDGE OF CONCRETE POC 209267453.593EDGE OF CONCRETE EC 209277453.593EDGE OF CONCRETE E 209287454.922UG ELECT. LINE B E 209297454.488ELECTRIC BOX UGE 209307454.753UG ELECT. LINE 209317454.423LIGHT POLE UGE 209327453.825UG ELECT. LINE 209337453.862LIGHT POLE UGE 209347453.826UG ELECT. LINE 209357453.622UG ELECT. LINE UGE1 B E 209367454.489ELECTRIC BOX UGE1 E 209377453.753LIGHT POLE UGE E C 209387454.794COMM BOX UGT B 209397453.993UG TELEPHONE MARKER 209407453.737UG TELEPHONE MARKER E 209417457.057" MISC. TREE 209427457.453" MISC. TREE 209437456.546" MISC. TREE 209447457.615" MISC. TREE 209457457.609" MISC. TREE 209467457.626" MISC. TREE 209477459.266" MISC. TREE 209487459.770" MISC. TREE 209497460.233" MISC. TREE 209507457.073BUILDING CORNER 209517456.966BUILDING CORNER E 209527456.929EDGE OF CONCRETE B 209537456.672EDGE OF CONCRETE 209547456.679EDGE OF CONCRETE 209557456.804EDGE OF CONCRETE E 209577457.073BUILDING CORNER B 209587457.073BUILDING CORNER 209597457.073BUILDING CORNER 209607457.073BUILDING CORNER E 209617454.319UG ELECT. LINE B 209627454.252UG ELECT. LINE 209637453.980UG ELECT. LINE 209647453.554UG ELECT. LINE 209657453.244UG ELECT. LINE E 209677454.941UG TELEPHONE MARKER B 209687456.057UG TELEPHONE MARKER 209697454.726UG TELEPHONE MARKER 209707454.588UG TELEPHONE MARKER 209717454.146UG TELEPHONE MARKER 209727454.184UG TELEPHONE MARKER 209737454.794UG TELEPHONE MARKER E 209747456.845" MISC. TREE 209757456.621" MISC. TREE 209767457.488" MISC. TREE 209777457.699" MISC. TREE 209787457.715" MISC. TREE 209797457.819" MISC. TREE 209807457.546" MISC. TREE 209817457.073EDGE OF BRICK B 209827456.831EDGE OF BRICK E 209837456.732EDGE OF BRICK B H2.0 V0 209847456.808EDGE OF BRICK H2.0 V0 209857457.034EDGE OF BRICK H2.0 V0 209867457.151EDGE OF BRICK H2.0 V0 209877457.134EDGE OF BRICK H2.0 V0 209887457.158EDGE OF BRICK H2.0 V0 209897457.073EDGE OF BRICK H2.0 V0 209907457.103EDGE OF BRICK H2.0 V0 209917456.920EDGE OF BRICK H2.0 V0 209927456.775EDGE OF BRICK H2.0 V0 209937456.781EDGE OF BRICK E H2.0 V0 209947457.005EDGE OF BRICK B 209957457.088EDGE OF BRICK 209967457.015EDGE OF BRICK R FF ELEV. = 7457.07± 209987455.529WATER VALVE E 209997456.029ELECTRIC BOX UGE B 210007454.029UG ELECT. LINE E 210077451.254GRADE BREAK B 210087451.239GRADE BREAK 210097451.211GRADE BREAK R 210107451.136AREA DRAIN STMM8 E 210117451.631GRADE BREAK B 210127451.700GRADE BREAK 210137451.641GRADE BREAK R 210147451.563AREA DRAIN 210157453.363UG ELECT. LINE B 210167453.433UG ELECT. LINE 210177453.384UG ELECT. LINE 210187453.041UG ELECT. LINE 210197453.521UG ELECT. LINE B 210207453.487UG ELECT. LINE 210217453.376UG ELECT. LINE 210227452.980UG ELECT. LINE 210237452.060UG ELECT. LINE 210247452.012UG ELECT. LINE 210257449.384UG ELECT. LINE210267449.390UG ELECT. LINE 210277449.059UG ELECT. LINE 210287449.086UG ELECT. LINE 210297448.873UG ELECT. LINE 210307449.279UG ELECT. LINE 210317449.272UG ELECT. LINE E 210327448.901UG ELECT. LINE 210337449.277UG ELECT. LINE 210347449.277UG ELECT. LINE E 210357450.919UG ELECT. LINE B 210367450.969UG TELEPHONE MARKER B 210377448.573UG TELEPHONE MARKER 210387448.602UG ELECT. LINE 210397448.145UG TELEPHONE MARKER 210407447.998UG ELECT. LINE 210417447.733UG ELECT. LINE 210427448.050UG ELECT. LINE 210437447.805UG ELECT. LINE 210447447.758UG TELEPHONE MARKER 210457447.403UG TELEPHONE MARKER E 210467447.344UG ELECT. LINE E 210477459.364GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 210487459.599GUTTER E H.92 V-.1 H-.21 V.48 H-.58 V.5210497459.599EDGE OF ASPHALT B 210507459.364EDGE OF ASPHALT 210517459.262EDGE OF ASPHALT 210527459.233EDGE OF ASPHALT E 210537461.211UG ELECT. LINE B 210547460.580UG ELECT. LINE 210557460.942UG ELECT. LINE 210567460.651UG ELECT. LINE 210577461.182UG ELECT. LINE 210587460.839UG ELECT. LINE 210597460.997UG ELECT. LINE 210607460.994UG ELECT. LINE 210617460.989UG ELECT. LINE 210627460.972UG ELECT. LINE 210637461.262UG ELECT. LINE 210647461.262UG ELECT. LINE 210657461.149UG ELECT. LINE 210667461.171UG ELECT. LINE 210677461.419UG ELECT. LINE 210687461.294UG ELECT. LINE 210737459.195" MISC. TREE210747459.144" MISC. TREE 210757461.175" MISC. TREE 210897457.454EDGE OF ASPHALT POC 210907457.251EDGE OF ASPHALT POC 210917457.033EDGE OF ASPHALT POC 210927456.776EDGE OF ASPHALT POC 210937456.600EDGE OF ASPHALT POC 210947456.495EDGE OF ASPHALT POC 210957456.382EDGE OF ASPHALT POC 210967456.297EDGE OF ASPHALT EC210977456.301EDGE OF ASPHALT 210987456.287EDGE OF ASPHALT 210997456.279EDGE OF ASPHALT 211007456.279GRADE BREAK B 211017456.279GRADE BREAK 211027456.379GRADE BREAK 211037456.379GRADE BREAK CLS 211117456.675GRADE BREAK 211127456.375GRADE BREAK E 211137456.373GUTTER 211147456.373GUTTER E 211807457.849EDGE OF CONCRETE POC H.5 V0 211817457.668EDGE OF CONCRETE POC H.5 V0 211827457.426EDGE OF CONCRETE POC H.5 V0 211837457.214EDGE OF CONCRETE POC H.5 V0 211847457.005EDGE OF CONCRETE POC H.5 V0 211857456.868EDGE OF CONCRETE POC H.5 V0 211867456.780EDGE OF CONCRETE POC H.5 V0 211877456.716EDGE OF CONCRETE EC H.5 V0 211887456.699EDGE OF CONCRETE E H.5 V0211897456.708EDGE OF CONCRETE B 211907456.732EDGE OF CONCRETE E 211927460.447BUILDING CORNER B 211937461.349BUILDING CORNER 211947468.013BUILDING CORNER 211957467.966BUILDING CORNER 211967466.502BUILDING CORNER BLDC4 B 212067456.681BUILDING CORNER R 212107466.502BUILDING CORNER 212117466.502BUILDING CORNER R 212127461.428BUILDING CORNER B 212137461.556BUILDING CORNER 212147461.556BUILDING CORNER R 212177456.231AREA DRAIN 212517458.398STONE WALL H1 V0 212527458.336STONE WALL E H1 V0 SD SD S D C B L C B L C B L C B L C B L C B L C B L C B L C B L S D UG E UGE U G E U G E U G E U G E U G E U G E W W W W W W W W W W W W W W W W W W W W W W W W W W UGE UGE UGE UGE UGE UGE UGE U G E U G E U G E U G E EXI S T I N G P A T I O EXI S T I N G P A T I O BOULDER WALL P5 P6 P6 P6 P4 P4 P1 P4 P4 P1 BOLLARD LIGHT (TYP.) REF LIGHTING PLAN P2 P6 P1 P5 P5 MATCH TO EXISTING PATH L3 . 3 P M 1 P5 P5 L3 . 8 1 P M L3 . 8 1 P M P2 P5 P5 P4 P4 P2 P2 P5 P5 9'- 2 1 4" 8'-2 " 1 6 ' 9'-8 1 8" Cu s t o m Bo u l d e r 1 125" Cu s t o m Bo u l d e r 2 3' - 1 5 8 "4'-7 1 8 " 7'- 61 8" 4'-9 3 8" 8' 5' 24" 44" 55" P7 P7 CUSTOM CLIMBING FEATURES BY IDS, REF L3.51 PM - L3.59 SI M L3.22 PM 2 L3 . 2 2 P M 2 L3 . 2 2 P M 4 L3 . 2 2 P M 4 L3 . 2 2 P M 2 2.0 % 5.0% 1 . 0 % 1.0% 5. 0 % 5.0% 5 . 0 % 8 . 0 % (3) Ms (3) Bg (3) Hs (3) Ms (3) Bg (3) Aar (3) Spn (3) Spn (4) Rnw (7) Cakf (3) So (4) Rnw (3) So (3) Cakf (3) Csaf (1) Ag (3) So (7) Hs (5) HS (5) Csaf (3) Rnw (7) Ms (2) Fo (1) Athw (7) Fg (3) Pt (3) Pt (3) Eac (2) Athw (3) Ppbe (1) Csb (2) Csb (2) Pmt(3) So (3) Rw (11) Fg (2) Rw (3) So (3) Csb (3) Aar 5. 0 % (6) Bg (3) Cakf (3) Bg (3) Bg 2.0% 5.0% 1 2 3 38 37 36 35 34 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 32 33 GAR A G E ENT R A N C E PRO P O S E D S H A R E D ROA D PLANTER WALLS 24" TALL TERRACED SEATING W E S T B E A V E R C R E E K B L V D . BOBS PLACE PATIO PAVER PATH TO MATCH THE PEDESTRIAN MALL LODGE AT AVON CENTER AVON TOWN HALL PROPOSED BUILDING AV O N P E D E S T R I A N M A L L PR O P E R T Y L I N E SE T B A C K L I N E SETB A C K L I N E SET B A C K L I N E PRO P E R T Y L I N E EAS E M E N T L I N E EAS E M E N T L I N E PAT I O PAT I O PAT I O PAT I O COMMERCIAL PATIO GARAGE BELOW GARAGE BELOW DECORATIVE PANELS GUARDRAILS AROUND HOT TUB AREA EAS E M E N T L I N E PRO P E R T Y L I N E UTIL I T Y E A S E M E N T L I N E EAS E M E N T L I N E EAS E M E N T L I N E SET B A C K L I N E PROP E R T Y L I N E SYNTHETIC TURF +TW 59.5 LE T T U C E S H E D L A N E ROOF OVERHANG ROOF OVERHANG PROPOSED LOT 3 ROOF OVERHANG GARAGE BELOW ROOF OVERHANG F I R E L A N E FDC ACCESS PAT I O TRASH DUMPSTERS TRANSPLANT 5 EXISTING SHUBERT CHOKECHERRY ROOF OVERHANG ENTRANCE PLAZA 12'x8' 12'x8' 12'x8' B I K E L A N E B I K E L A N E GATES INTO HOT TUB AREA SPA LIFT CONDENSERS TRANSFORMERS DRA I N A G E E A S E M E N T L I N E COMMERCIAL PATIO PLANTER WALLS 24" TALL PROP E R T Y L I N E 38 PARKING SPOTS BIKE RACKS (4) BIKE RACKS (4) BIKE RACKS (4) PEDESTRIAN WALKWAY BIKE RACKS (4) PROTECTED CURB SPACE FOR WHEEL OVERHANG PROTECTED CURB SPACE FOR WHEEL OVERHANG (5) Cakf 5' TALL GUARDRAIL SEATING OVERLOOK GATES INTO HOT TUB AREA SEASONS AT AVON CLUB WYNDHAM RESORT AT AVON LE T T U C E S H E D L A N E EAS E M E N T L I N E (7) Ms (6) Bg (6) Bg (3) Mi (2) Mss (3) Pt (59.95) + (3) Fo (5) Bg (4) Hs (6) Ms (5) Cakf (2) Pt (5) Cakf PRIVATE PROPERTY: DO NOT ENTER SIGN +(61.22) TOWN PLAZA TO W N O F A V O N SP A C E L. O . W LIMIT OF WORK L. O . W L.O . W L. O . W L.O. W (1) Pa (2) Pt Symbol Key Botanical Common Name QTY Size Spacing Notes Shrubs Eac Euonymus alatus "Compactus' Dwarf Burning Bush 3 Layout to be approved by R.L.A. prior to installation and planting5 gal.Varies Rw Rosa woodsii Woods' Rose 12 Varies Layout to be approved by R.L.A. prior to installation and planting5 gal. Aar Amelanchier alnifolia 'Regent' Regent Serviceberry 8 Varies Layout to be approved by R.L.A. prior to installation and planting5 gal. So Symphoricarpos oreophilus Mountain Snowberry 15 Layout to be approved by R.L.A. prior to installation and planting5 gal.Varies Csaf Cornus sericea 'Arctic Fire' Arctic Fire Dogwood 8 Varies Layout to be approved by R.L.A. prior to installation and planting5 gal. Spn Salix purpurea nana Arctic Willow 11 Layout to be approved by R.L.A. prior to installation and planting5 gal.Varies Cakf Calamagrostis acutiflora 'Karl Forester' Feather Reed Grass Symbol Key Botanical Common Name QTY Size Spacing Notes Ornamental Grasses Layout to be approved by R.L.A. prior to installation and planting 37BgBouteloua gracilis Blue Grama Grass 1 gal.Layout to be approved by R.L.A. prior to installation and planting 5 gal. Varies Varies76 Fg Festuca glauca Blue Fescue Layout to be approved by R.L.A. prior to installation and planting1 gal.Varies32 Hs Helioctotrichon sempervirens Blue Avena Grass Layout to be approved by R.L.A. prior to installation and planting5 gal.Varies32 Rnw Rosa 'Nearly Wild' Nearly Wild Rose 12 Varies5 gal. Csb Cornus sericea "Baileyi' Bailey Redtwig Dogwood 7 5 gal.Varies Ral Ribes alpinum Alpine Currant 6 Varies5 gal. Mi Malus ioensis Prairie Rose Crabapple 4 2.5" cal. as shown THE SUMMIT PLANTING PLAN SCHEDULE Symbol Key Botanical Common Name QTY Size Spacing Notes Trees single stem Mss Malus 'Spring Snow' Spring Snow Crabapple 3 2.5" cal. as shown Athw Acer tataricum 'Hot Wings' Hot Wings Tatarian Maple 4 2.5" cal. as shown single stem single stem Ms Miscanthus sinensis Gracillimus Maiden Grass Layout to be approved by R.L.A. prior to installation and planting5 gal.Varies32 Ag Acer ginnala 'Flame'Amur Maple 1 10' ht as shown Multi- stem B&B Clump Pt Populus tremuloides Quaking Aspen 10 2.5" cal. as shown single stem Ppbe Picea pungens 'Baby Blue Eyes" Baby Blue Eyes Spruce 3 8' ht. as shown Pmt Pinus mugo Tannenbaum Dwarf Mugo Pine 2 8' ht. as shown Pa Picea abies Pyramidal Norway Spruce 1 8' ht. as shown Fo Frazinus ornus Green Emerald Ash 2 2.5" cal. as shown single stem REMOVED EXISTING TREES- 20 TREES PRESERVED EXISTING TREES- 15 TREES SHADY PERENNIAL PLANT LIST: BOTANICAL NAME COMMON NAME Aconitum napellus MONKSHOOD' Alchemillia mollis THRILLER' LADY'S MANTLE Aneome hybrid SEPTEMBER CHARM' WINDFLOWER Aruncus diocus GOATS BEARD Astilbe hybrida AUGUST LIGHT FALSE SPIREA Astilbe hybrida DEUTSCHLAND' Bergenia cordifolia HEARTLEAF SAXIFRAGE Dicentra spectabilis alba WHITE BLEEDING HEART Dicentra spectabilis OLD FASHIONED BLEEDING HEART Dryopteris filix mas ROBUSTA' MALE FERN Heuchera pulchella SANDIA MTN.CORAL BELLS Hosta hybrid FRANCES WILLIAMS' HOSTA Hosta hybrid ELEGANS' HOSTA Hosta hybrid 'GUACAMOLE' HOSTA Hosta hybrid 'SUM AND SUBSTANCE' HOSTA Ligularia stenochephala THE ROCKET' LEOPARD PLANT Thalictrum rochebrunianum MEADOW RUE PERENNIAL PLANT LIST: BOTANICAL NAME COMMON NAME Agastache hybrida BLUE FORTUNE' HUMMING BIRD MINT Allium aflatunense Allium Purple Sensation Achillea millefolium COLORADO' YARROW Alcea rosea 'Single Mix'Single Mix Hollyhock Aquilegia coerulea Rocky Mountain Columbine Aquilegia 'White Star'White Star Columbine Delphinium x Pacific Giant GALAHAD' LARKSPUR Geranium ROZANNE CRANESBILL Geum chiloense LADY STRATHEDEN Heliopsis helanthoides 'Tuscan Sun'TUSCAN SUNFLOWER Leucanthemum x superbum SHASTA DAISY Liatris spicata 'Kobold'GAYFEATHER Lupinus polyphyllus RUSSEL MIX LUPINE Monarda didyma 'Pardon My Cerise'RED BEE BALM Nepeta racemosa WALKER'S LOW CATMINT Penstemon eatonii FIRECRACKER PENSTEMON Penstemon strictus ROCKY MOUNTAIN PENSTEMON Phlox subulata EMERALD CUSHION BLUE- CREEPING PHLOX Phlox subulata SCARLET FLAME- CREEPING PHLOX Rudbeckia fulgida GOLDSTRUM' BLACK EYED SUSAN Salvia caradonna WOODLAND SAGE Sedum hybrida DAZZLEBERRY' STONECROP Sedum rupestre ANGELINA STONECROP SCALE: 1"=20' 0 10' 20' 40' Co p y r i g h t © 2 0 2 5 b y Z e h r e n & A s s o c i a t e s I n c . Z: \ 2 0 2 5 \ 2 5 3 1 7 2 \ I V . C u r r e n t D o c u m e n t s \ 0 4 . P l o t S h e e t s \ L a n d s c a p e P l o t S h e e t s \ L 2 . 0 1 L A N D S C A P E P L A N . d w g , 1 2 / 8 / 2 0 2 5 4 : 1 4 : 1 3 P M , D W G To P D F . p c 3 LANDSCAPE PLAN © 2025 Zehren and Associates, Inc. ZEHREN AND ASSOCIATES, INC. ARCHITECTURE PLANNING INTERIORS LANDSCAPE ARCHITECTURE PO Box 1976, Avon Colorado P. (970) 949-0257 www.zehren.com THE SUMMIT APARTMENTS - TOWN COUNCIL PACKAGE 01.13.26 11 UG E SS SS SS SS SS SS SS SS SD S D S D S D S D S D S D S D SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D S D S D SD W UGE UGE W W W W W W W W W W W W W CB L CB L CBL CBL CBL SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD UG E CB L C B L C B L C B L CBL CBL CBL CBL CBL UGE UGE UGE U G E U G E UG E U G E 200057467.416OVERHANG B 200067460.447BUILDING CORNER B 200077459.174BUILDING CORNER E 200087467.293OVERHANG 20009 7459.952BUILDING CORNER B 200107457.007BUILDING CORNER 200117457.007BUILDING CORNER E 200127457.007OVERHANG 200137457.007OVERHANG 200147467.315OVERHANG 200157467.228OVERHANG 200167467.346OVERHANG 200177467.270OVERHANG E 200187456.731BUILDING CORNER B 200197455.951BUILDING CORNER B 200207456.725BUILDING CORNER B 200217456.731BUILDING CORNER 200227456.731BUILDING CORNER R 200237455.951BUILDING CORNER 200247455.951BUILDING CORNER R 200257456.725BUILDING CORNER 200267456.725BUILDING CORNER R 200277455.854GRADE BREAK B 200287456.684GRADE BREAK 200297456.333GRADE BREAK CLS 200307455.412GRADE BREAK B 200317456.019GRADE BREAK 200327455.782GRADE BREAK CLS 200337456.759EDGE OF CONCRETE B SC 200347456.716EDGE OF CONCRETE POC 200357456.655EDGE OF CONCRETE POC 200367456.592EDGE OF CONCRETE POC 200377456.526EDGE OF CONCRETE EC 200387456.374EDGE OF CONCRETE SC 200397456.091EDGE OF CONCRETE POC 200407455.822EDGE OF CONCRETE POC 200417455.595EDGE OF CONCRETE POC 200427455.491EDGE OF CONCRETE EC 200437454.912EDGE OF CONCRETE E 200447454.470EDGE OF CONCRETE B 200457454.864EDGE OF CONCRETE 200467455.914EDGE OF CONCRETE200477455.888EDGE OF CONCRETE 200487455.930EDGE OF CONCRETE SC 200497455.963EDGE OF CONCRETE POC 200507456.021EDGE OF CONCRETE POC 200517456.070EDGE OF CONCRETE EC 200527456.464EDGE OF CONCRETE 200537460.100EDGE OF CONCRETE 200547460.309EDGE OF CONCRETE 200557460.593EDGE OF CONCRETE SC 200567460.680EDGE OF CONCRETE POC 200577460.743EDGE OF 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E H.42 V0 203027460.797EDGE OF CONCRETE B 203037461.135EDGE OF CONCRETE SC 203047461.037EDGE OF CONCRETE POC 203057460.936EDGE OF CONCRETE EC 203067460.733EDGE OF CONCRETE B 203077460.758EDGE OF CONCRETE 203087460.707EDGE OF CONCRETE 203097460.700EDGE OF CONCRETE EOC E 203107460.681EDGE OF CONCRETE E EOC B H.42 V0 203117460.865EDGE OF CONCRETE SC H.42 V0 203127460.796EDGE OF CONCRETE POC H.42 V0 203137460.792EDGE OF CONCRETE POC H.42 V0 203147460.695EDGE OF CONCRETE EC H.42 V0 203157460.559EDGE OF CONCRETE H.42 V0 203167459.961EDGE OF CONCRETE GB 1 B 203177460.185GRADE BREAK 1 E 203187459.953EDGE OF CONCRETE GB 1 B 203197460.159GRADE BREAK 1 E 203207460.663EDGE OF CONCRETE SC H.42 V0 203217460.698EDGE OF CONCRETE POC H.42 V0 203227460.824EDGE OF CONCRETE POC H.42 V0203237460.858EDGE OF CONCRETE POC H.42 V0 203247460.937EDGE OF CONCRETE POC H.42 V0203257460.947EDGE OF CONCRETE POC H.42 V0 203267460.963EDGE OF CONCRETE EC H.42 V0 203277460.874EDGE OF CONCRETE SC H.42 V0 GB E 203287460.882EDGE OF CONCRETE POC 203297461.076SPOT GRADE PAV 203307461.076EDGE OF CONCRETE EC 203317460.792EDGE OF CONCRETE E 203427460.967EDGE OF CONCRETE POC H.42 V0 203437460.883EDGE OF CONCRETE POC H.42 V0 203447460.859EDGE OF CONCRETE POC H.42 V0 203457460.715EDGE OF CONCRETE POC H.42 V0 203467460.691EDGE OF CONCRETE EC H.42 V0 203477460.733EDGE OF CONCRETE E H.42 V0 203487460.236GUTTER SC B 203497460.377GUTTER POC 203507460.397GUTTER POC 203517460.357GUTTER EC 203527460.175GUTTER 203537460.129GUTTER E 203547460.119GUTTER B 203557460.202GUTTER SC 203567460.303GUTTER POC 203577460.410GUTTER POC 203587460.481GUTTER POC 203597460.548GUTTER POC 203707461.227ROAD CL POC 203717461.031ROAD CL POC 203727460.910ROAD CL POC 203737460.726ROAD CL POC 203747460.569ROAD CL POC 203757460.514ROAD CL POC 203767460.661 ROAD CL POC D 203787451.709STORM DRAIN MANHOLE STMM5 B 203797444.585AREA DRAIN STMM5 203807444.557EDGE OF CONCRETE CIR 203817444.616EDGE OF CONCRETE 203827444.628EDGE OF CONCRETE 203837449.685AREA DRAIN STMM5 203847456.693AREA DRAIN STMM5 D 203857460.363STORM DRAIN MANHOLE STMM5 E 7457.91 NOMATCH STIV 203877460.269AREA DRAIN203887460.277GRADE BREAK B 203897460.283GRADE BREAK 203907460.300GRADE BREAK 203917460.286GRADE BREAK CLS D 203927460.541STORM DRAIN MANHOLE STMM4 B STMM5 B 203937459.387AREA DRAIN 203947459.417GRADE BREAK B 203957459.389GRADE BREAK 203967459.390GRADE BREAK 203977459.447GRADE BREAK CLS7456.69 NOMATCH STIV 203997460.023AREA DRAIN STMM4 E 204007460.083AREA DRAIN STMM7 B 204067461.553LIGHT POLE 204077461.262LIGHT POLE 204087461.306LIGHT POLE D 204097460.525STORM DRAIN MANHOLE STMM5 STMM7 E 204107461.056LIGHT POLE 204117460.903WATER VALVE 204127465.266FIRE HYDRANT 204137461.211LIGHT POLE 204147459.852GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 204157459.233GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 204167459.252GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 204177459.262GUTTER E H.92 V-.1 H-.21 V.48 H-.58 V.5 204187459.599GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 204197459.436GUTTER SC H.92 V-.1 H-.21 V.48 H-.58 V.5 204207459.426GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204217459.417GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5204227459.418GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204237459.385GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204247459.623GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204257459.786GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204267459.863GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204277459.943GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204287460.092GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204297460.311GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204307460.385GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204317460.460GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204327460.522GUTTER EC H.92 V-.1 H-.21 V.48 H-.58 V.5 204337460.874GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 204347461.015GUTTER E H.92 V-.1 H-.21 V.48 H-.58 V.5 204357460.969" MISC. TREE 204367461.143" MISC. TREE 204377457.231GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 204387457.149GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 204397456.725GUTTER SC H.92 V-.1 H-.21 V.48 H-.58 V.5 204407456.750GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204417456.686GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5204427456.670GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204437456.725GUTTER EC H.92 V-.1 H-.21 V.48 H-.58 V.5 204447457.800GUTTER SC H.92 V-.1 H-.21 V.48 H-.58 V.5 204457457.896GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204467457.881GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204477457.825GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204487457.804GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204497457.758GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204507457.681GUTTER EC H.92 V-.1 H-.21 V.48 H-.58 V.5 204517457.360GUTTER CLS H.92 V-.1 H-.21 V.48 H-.58 V.5 20452 7457.564LIGHT POLE 204537453.227GUTTER B 204547453.418EDGE OF CONCRETE B 204557453.249EDGE OF CONCRETE B 204567452.533EDGE OF CONCRETE 204577452.298GUTTER 204587452.558EDGE OF CONCRETE 204597451.892EDGE OF CONCRETE E 204607451.768GUTTER E 204617452.022EDGE OF CONCRETE E 204627453.218EDGE OF CONCRETE SC B 204637453.392EDGE OF CONCRETE POC 204647453.114EDGE OF CONCRETE POC 204657453.089EDGE OF CONCRETE POC 204667453.096EDGE OF CONCRETE POC 204677453.112EDGE OF CONCRETE EC 204687452.959EDGE OF CONCRETE SC204697452.885EDGE OF CONCRETE POC 204707452.827EDGE OF CONCRETE POC 204717452.844EDGE OF CONCRETE POC 204727452.987EDGE OF CONCRETE EC CLSE204737453.092ELECTRIC BOX /KEY PAD GARAGE 204747453.220EDGE OF CONCRETE B 204757454.470EDGE OF CONCRETE E 204767453.219GUTTER B 204777454.470GUTTER E 204787456.759EDGE OF CONCRETE B 204797456.926EDGE OF CONCRETE 204807456.892EDGE OF CONCRETE204817456.892EDGE OF CONCRETE204827456.892EDGE OF CONCRETE 204837456.689EDGE OF CONCRETE 204847456.689EDGE OF CONCRETE 204857456.638EDGE OF CONCRETE204867456.638EDGE OF CONCRETE 204877456.670EDGE OF CONCRETE 204887456.672EDGE OF CONCRETE 204897456.671EDGE OF CONCRETE 204907456.699EDGE OF CONCRETE 204917456.724EDGE OF CONCRETE 204927457.032EDGE OF CONCRETE E 204937467.270OVERHANG B 204947468.089OVERHANG E 204957457.007BUILDING CORNER B 204967468.089BUILDING CORNER 204977464.287NATURAL GROUND NZ 204987465.808 NATURAL GROUND NZ 204997464.287BUILDING CORNER 205007466.125BUILDING CORNER 205017448.943GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 205027448.825GUTTER 205047448.757GUTTER POC 205057448.819GUTTER 205067449.177GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205077449.094GUTTER CLS H.92 V-.1 H-.21 V.48 H-.58 V.5 205087449.329LIGHT POLE 20509 7447.437EDGE OF ASPHALT B 205107448.230EDGE OF ASPHALT 205117448.435EDGE OF ASPHALT 205127448.946EDGE OF ASPHALT 205137449.262EDGE OF ASPHALT 205147448.989EDGE OF ASPHALT 205157449.201EDGE OF ASPHALT 205167449.094EDGE OF ASPHALT 205177449.030EDGE OF ASPHALT 205187449.274EDGE OF ASPHALT 205197450.222EDGE OF ASPHALT 205207450.476EDGE OF ASPHALT 205217450.969EDGE OF ASPHALT 205227451.167EDGE OF ASPHALT 205237451.250 EDGE OF ASPHALT 205247452.213EDGE OF ASPHALT 205257452.686EDGE OF ASPHALT 205267453.186EDGE OF ASPHALT 205277453.816EDGE OF ASPHALT 205287454.440EDGE OF ASPHALT 205297454.718EDGE OF ASPHALT 205307454.899EDGE OF ASPHALT 205317455.142EDGE OF ASPHALT 205327455.309EDGE OF ASPHALT 205337455.483EDGE OF ASPHALT E 205347455.389EDGE OF ASPHALT B 205357455.281EDGE OF ASPHALT 205367455.204EDGE OF ASPHALT 205377455.031EDGE OF ASPHALT 205387454.532EDGE OF ASPHALT 205397453.055EDGE OF ASPHALT 205407452.690EDGE OF ASPHALT 205417452.474EDGE OF ASPHALT 205427452.248EDGE OF ASPHALT 205437451.822EDGE OF ASPHALT 205447451.283EDGE OF ASPHALT 205457450.910EDGE OF ASPHALT E 205467450.898GUTTER B H-.92 V-.1 H.21 V.48 H.58 V.5 205477450.787GUTTER H-.92 V-.1 H.21 V.48 H.58 V.5 205487450.787GUTTER E H-.92 V-.1 H.21 V.48 H.58 V.5 205497450.542GUTTER B H-.92 V-.1 H.21 V.48 H.58 V.5 205507450.731GUTTER H-.92 V-.1 H.21 V.48 H.58 V.5 205517450.744GUTTER H-.92 V-.1 H.21 V.48 H.58 V.5 205527449.832GUTTER H-.92 V-.1 H.21 V.48 H.58 V.5 205537450.178GUTTER E H-.92 V-.1 H.21 V.48 H.58 V.5 205547447.909LIGHT POLE 205557451.905LIGHT POLE 205567455.483NATURAL GROUND NZ 0.75 205577453.235GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 205587453.181GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205597452.254GUTTER 205617452.343GUTTER POC 205627452.064GUTTER 205637452.177GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205647451.550GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205657446.974GUTTER E H.92 V-.1 H-.21 V.48 H-.58 V.5 205667450.990LIGHT POLE 205677456.425OVERHANG B 205687456.459OVERHANG E 205697446.280GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 205707446.308GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205717446.719GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 20572 7449.814GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205737450.178GUTTER E H.92 V-.1 H-.21 V.48 H-.58 V.5 205747445.899EDGE OF CONCRETE B FF ELEV. = 7445.52± 205767445.413EDGE OF CONCRETE B 205777445.578EDGE OF CONCRETE EOC2 B 205787445.505EDGE OF CONCRETE 205797445.564EDGE OF CONCRETE 205807445.591EDGE OF CONCRETE 205817448.452EDGE OF CONCRETE 205827448.174EDGE OF CONCRETE 205837445.879EDGE OF CONCRETE EOC E 205847445.579EDGE OF CONCRETE E EOC1 205857445.624EDGE OF CONCRETE 205867445.593EDGE OF CONCRETE205877445.593EDGE OF CONCRETE 205887445.595EDGE OF CONCRETE FF ELEV. = 7445.55± 205907445.537EDGE OF CONCRETE CLS 205927445.391GRADE BREAK B 205937445.443GRADE BREAK 205947445.513GRADE BREAK 205957445.539GRADE BREAK CLS 205967445.499EDGE OF CONCRETE B 205977445.613EDGE OF CONCRETE E 205987456.670EDGE OF CONCRETE E 205997455.335NATURAL GROUND NZ 206007455.336NATURAL GROUND NZ 206017455.335BUILDING CORNER 206027455.336BUILDING CORNER206037455.336BUILDING CORNER 206047455.321BUILDING CORNER 206057455.321BUILDING CORNER 206067455.321BUILDING CORNER 206077455.321BUILDING CORNER 206087455.738BUILDING CORNER E /CONTINUES UNDERGROUND 206097453.607SIGN 206107453.877SIGN 206117454.025SIGN 206127453.920SIGN 206137454.283SIGN 206147454.747SIGN 206157456.472" MISC. TREE 206167453.033" MISC. TREE 206177453.750" MISC. TREE 206187453.395" MISC. TREE 206197450.027" MISC. TREE 206207449.354" MISC. TREE 206217449.780" MISC. TREE 206227452.823" MISC. TREE 206237451.346" MISC. TREE 206247452.785" MISC. TREE 206257453.986LIGHT POLE 206267454.121LIGHT POLE 206277453.574LIGHT POLE 206287453.633LIGHT POLE 206297454.271LIGHT POLE 206307453.566LIGHT POLE 206317454.289" MISC. TREE 206327454.439" MISC. TREE 206337454.295" MISC. TREE 206347454.187" MISC. TREE 206367453.497EDGE OF CONCRETE CIR 206377453.497EDGE OF CONCRETE 206387453.509EDGE OF CONCRETE 206397453.600EDGE OF CONCRETE B 206407453.627EDGE OF CONCRETE 206417453.596EDGE OF CONCRETE R 206427466.125BUILDING CORNER206437466.125BUILDING CORNER 206447443.531AREA DRAIN TRENCH B 206457443.643AREA DRAIN TRENCH E 206467456.873CONC. WALL B H.67 V0 206477456.860CONC. WALL H.67 V0 206487456.799CONC. WALL H.67 V0 206497456.547CONC. WALL H.67 V0 206517457.077WOOD FENCE B 206527456.871EDGE OF BRICK B 206537456.872EDGE OF BRICK 206547456.795EDGE OF BRICK 206557456.782EDGE OF BRICK 206567456.865 EDGE OF BRICK 206577456.883EDGE OF BRICK 206587456.673EDGE OF BRICK 206597456.868WOOD FENCE 206607457.098WOOD FENCE 206617457.006EDGE OF BRICK 206627457.134EDGE OF BRICK206637457.132WOOD FENCE 206647456.959WOOD FENCE 206657456.851EDGE OF BRICK 206667457.077EDGE OF BRICK 206677457.074WOOD FENCE 206687457.278EDGE OF BRICK EOB1 B206697457.206WOOD FENCE 206707457.095WOOD FENCE 206717457.175EDGE OF BRICK 206727456.947EDGE OF BRICK CLS206737456.947WOOD FENCE E 206747458.333" MISC. TREE 206757458.331" MISC. TREE 206767458.274" MISC. TREE 206777458.112" MISC. TREE 206787457.224" MISC. TREE 206797456.733UG ELECT. LINE B 206807456.693UG ELECT. LINE206817456.713UG ELECT. LINE 206827456.653UG ELECT. LINE 206837452.747UG ELECT. LINE 206847452.109UG ELECT. LINE E 206857455.373EDGE OF CONCRETE B 206867455.389EDGE OF CONCRETE 206877455.397EDGE OF CONCRETE 206887455.199EDGE OF CONCRETE SC 20689 7455.123EDGE OF CONCRETE POC 206907454.887EDGE OF CONCRETE POC 206917454.502EDGE OF CONCRETE POC 206927454.184EDGE OF CONCRETE POC 206937453.926NATURAL GROUND 206947453.931EDGE OF CONCRETE B SC 206957453.926EDGE OF CONCRETE EC E 206967454.175EDGE OF CONCRETE POC 206977454.388EDGE OF CONCRETE POC 206987454.538EDGE OF CONCRETE POC 206997454.849EDGE OF CONCRETE POC 207007455.117NATURAL GROUND 207017455.117EDGE OF CONCRETE POC 207027455.117EDGE OF CONCRETE POC 207037455.832EDGE OF CONCRETE EC 207047455.991EDGE OF CONCRETE 207057456.334EDGE OF CONCRETE SC 207067456.689EDGE OF CONCRETE POC 207077456.861EDGE OF CONCRETE POC 207087456.951EDGE OF CONCRETE EC 207097457.037EDGE OF CONCRETE 207107457.014EDGE OF CONCRETE 207117456.965EDGE OF CONCRETE SC 207127456.890EDGE OF CONCRETE POC 207137456.812EDGE OF BRICK 207147456.796EDGE OF BRICK 207157457.175EDGE OF BRICK E 207167457.083EDGE OF CONCRETE POC 207177456.577EDGE OF CONCRETE POC 207187456.344EDGE OF CONCRETE POC 207197455.969EDGE OF CONCRETE POC 207207455.702EDGE OF CONCRETE POC 207217454.856NATURAL GROUND 207227455.417EDGE OF CONCRETE POC 207237455.117NATURAL GROUND 207247455.283NATURAL GROUND 207257455.383EDGE OF CONCRETE POC 207267455.373EDGE OF CONCRETE EC E 207277455.146" MISC. TREE 207287455.227" MISC. TREE 207297454.989" MISC. TREE 207307454.742" MISC. TREE 207317454.524" MISC. TREE 207327453.479EDGE OF ASPHALT SC B 207337453.731EDGE OF ASPHALT POC207347453.829EDGE OF ASPHALT POC 207357453.856EDGE OF ASPHALT POC 207367453.873EDGE OF ASPHALT EC 207377454.105EDGE OF ASPHALT 207387454.227EDGE OF ASPHALT SC 207397454.223EDGE OF ASPHALT POC 207407454.159EDGE OF ASPHALT POC 207417454.095EDGE OF ASPHALT EC 207427453.865EDGE OF ASPHALT SC 207437453.764EDGE OF ASPHALT POC 207447453.542EDGE OF ASPHALT POC 207457453.549EDGE OF ASPHALT EC 207467453.574EDGE OF ASPHALT 207477453.589EDGE OF ASPHALT 207487453.580EDGE OF ASPHALT 207497453.567EDGE OF ASPHALT 207507453.631EDGE OF ASPHALT207517453.646EDGE OF ASPHALT207527453.618EDGE OF ASPHALT 207537453.602EDGE OF ASPHALT 207547453.561EDGE OF ASPHALT 207557453.552EDGE OF ASPHALT 207567453.634EDGE OF ASPHALT 207577453.804EDGE OF ASPHALT SC 207587453.912EDGE OF ASPHALT POC 207597454.040EDGE OF ASPHALT POC 207607454.093EDGE OF ASPHALT POC 207617454.102EDGE OF ASPHALT EC 207627454.145EDGE OF ASPHALT 207637454.089EDGE OF ASPHALT 207647454.120EDGE OF ASPHALT 207657454.080EDGE OF ASPHALT 207667453.932EDGE OF ASPHALT 207677453.792EDGE OF ASPHALT 207687453.541EDGE OF ASPHALT 207697453.227EDGE OF ASPHALT 207707452.997EDGE OF ASPHALT 207717452.887EDGE OF ASPHALT SC 207727452.849EDGE OF ASPHALT POC 207737452.833EDGE OF ASPHALT POC 207747452.817EDGE OF ASPHALT EC 207757452.843EDGE OF ASPHALT 207817452.708EDGE OF ASPHALT POC 207827452.675EDGE OF ASPHALT POC 207837452.621EDGE OF ASPHALT EC E 207847452.965WATER VALVE 207857454.268FIRE HYDRANT 207887452.901UG ELECT. LINE 207897452.980UG ELECT. LINE 207907453.076UG WATER LINE UGW1 B 207917452.454UG WATER LINE E 207927453.492UG ELECT. LINE 207937453.590UG ELECT. LINE 207947453.851UG ELECT. LINE 20795 7454.023UG WATER LINE 207967453.946UG ELECT. LINE 207977454.082UG ELECT. LINE 207987454.127UG ELECT. LINE 207997454.086UG ELECT. LINE 208007454.271UG ELECT. LINE 208017454.052UG ELECT. LINE 208027454.144UG ELECT. LINE 208037454.110UG ELECT. LINE 208047454.038UG ELECT. LINE 208057453.958UG ELECT. LINE 208067453.859UG ELECT. LINE 208077453.599UG ELECT. LINE 208087453.543UG ELECT. LINE 208097453.521UG ELECT. LINE 208107453.559UG WATER LINE 208117453.502UG ELECT. LINE 208127453.387UG ELECT. LINE 208137453.343UG ELECT. LINE 208147453.764UG ELECT. LINE 208157453.905UG ELECT. LINE 208167453.957UG ELECT. LINE 208177454.132UG ELECT. LINE 208187454.123UG ELECT. LINE 208197454.182UG ELECT. LINE 208207453.970UG ELECT. LINE 208217453.953UG ELECT. LINE 208227453.795UG ELECT. LINE 208237453.795UG ELECT. LINE 208247453.479UG ELECT. LINE 208257453.561UG ELECT. LINE 208267453.502UG ELECT. LINE 208277453.504UG ELECT. LINE 208287453.266UG ELECT. LINE E 208297453.039EDGE OF ASPHALT B 208307453.185EDGE OF ASPHALT 208317453.350EDGE OF ASPHALT 208327453.380EDGE OF ASPHALT 208337453.465EDGE OF ASPHALT 208347453.589EDGE OF ASPHALT 208357453.689EDGE OF ASPHALT 208367454.333UG WATER LINE E 208377453.758EDGE OF ASPHALT SC 208387453.832EDGE OF ASPHALT POC 208397453.871EDGE OF ASPHALT POC 208407453.841EDGE OF ASPHALT POC 208417453.870EDGE OF ASPHALT POC 208427453.813EDGE OF ASPHALT EC 208437453.597EDGE OF ASPHALT SC 208447453.545EDGE OF ASPHALT POC 208457453.372EDGE OF ASPHALT POC 208467453.305EDGE OF ASPHALT POC 208477453.266EDGE OF ASPHALT EC 208487453.287EDGE OF ASPHALT 208497453.481EDGE OF ASPHALT SC 208507453.760EDGE OF ASPHALT POC 208517453.849EDGE OF ASPHALT POC 208527453.835EDGE OF ASPHALT EC 208537453.818EDGE OF ASPHALT 208547453.649EDGE OF ASPHALT 208557453.430EDGE OF ASPHALT SC 208567453.223EDGE OF ASPHALT POC 208577452.973EDGE OF ASPHALT POC 208587452.831EDGE OF ASPHALT EC E 208597453.615UG TELEPHONE MARKER B 208607453.825UG TELEPHONE MARKER 208617453.825UG TELEPHONE MARKER 208627453.972UG TELEPHONE MARKER 208637453.701UG TELEPHONE MARKER 208647453.546UG TELEPHONE MARKER 208657453.569UG TELEPHONE MARKER 208667453.758UG TELEPHONE MARKER E 208677454.103WATER VALVE 208687453.926EDGE OF CONCRETE SC B 208697454.055WATER VALVE 208707453.617WATER VALVE 208717454.026WATER VALVE 208727454.026WATER VALVE D 208747453.599STORM DRAIN MANHOLE STMM1 STMM8 B S 208757453.397SAN. SEWER MANHOLE SAMM B 208767453.816EDGE OF CONCRETE POC208777453.791EDGE OF CONCRETE EC 208787453.720EDGE OF CONCRETE 208797453.479EDGE OF CONCRETE SC 208807453.407EDGE OF CONCRETE POC 208817453.301EDGE OF CONCRETE POC 208827453.222EDGE OF CONCRETE POC 208837453.112EDGE OF CONCRETE POC 208847453.039EDGE OF CONCRETE POC 208857452.983EDGE OF CONCRETE EC E 208867453.931EDGE OF CONCRETE B SC 208877453.902EDGE OF CONCRETE POC 208887453.894EDGE OF CONCRETE POC 208897453.910EDGE OF CONCRETE POC 208907453.875EDGE OF CONCRETE EC 208917454.029EDGE OF CONCRETE 208927454.291EDGE OF CONCRETE 208937454.002EDGE OF CONCRETE 208947453.944EDGE OF CONCRETE 208957454.400EDGE OF CONCRETE EOC1 B 208967453.944EDGE OF CONCRETE 208977454.549EDGE OF CONCRETE R 208987454.521EDGE OF CONCRETE SC 208997454.689EDGE OF CONCRETE POC 209007454.829EDGE OF CONCRETE POC 209017454.955EDGE OF CONCRETE POC 209027455.163EDGE OF CONCRETE POC 209037455.354EDGE OF CONCRETE POC 209047455.051EDGE OF CONCRETE B 209057454.865EDGE OF CONCRETE SC 209067454.848EDGE OF CONCRETE POC 209077454.864EDGE OF CONCRETE POC 209087454.963EDGE OF CONCRETE EC 209097455.018EDGE OF CONCRETE SC 209107455.210EDGE OF CONCRETE POC 209117455.391EDGE OF CONCRETE POC 209127455.643EDGE OF CONCRETE POC 209137456.044EDGE OF CONCRETE EC E 209147455.743EDGE OF CONCRETE POC 209157456.144EDGE OF CONCRETE EC E 20916 7454.297AREA DRAIN STMM1 E 209177454.456GRADE BREAK B 209187454.445GRADE BREAK 209197454.473GRADE BREAK R 209207454.845EDGE OF CONCRETE B 209217454.164EDGE OF CONCRETE SC 209227453.978EDGE OF CONCRETE POC 209237453.823EDGE OF CONCRETE POC 209247453.702EDGE OF CONCRETE POC 209257453.641EDGE OF CONCRETE POC 209267453.593EDGE OF CONCRETE EC 209277453.593EDGE OF CONCRETE E 209287454.922UG ELECT. LINE B E 209297454.488ELECTRIC BOX UGE 209307454.753UG ELECT. LINE 209317454.423LIGHT POLE UGE 209327453.825UG ELECT. LINE 209337453.862LIGHT POLE UGE 209347453.826UG ELECT. LINE 209357453.622UG ELECT. LINE UGE1 B E 209367454.489ELECTRIC BOX UGE1 E 209377453.753LIGHT POLE UGE E C 209387454.794COMM BOX UGT B 209397453.993UG TELEPHONE MARKER 209407453.737UG TELEPHONE MARKER E 209417457.057" MISC. TREE 209427457.453" MISC. TREE 209437456.546" MISC. TREE 209447457.615" MISC. TREE 209457457.609" MISC. TREE 209467457.626" MISC. TREE 209477459.266" MISC. TREE 209487459.770" MISC. TREE 209497460.233" MISC. TREE 209507457.073BUILDING CORNER 209517456.966BUILDING CORNER E 209527456.929EDGE OF CONCRETE B 209537456.672EDGE OF CONCRETE 209547456.679 EDGE OF CONCRETE 209557456.804EDGE OF CONCRETE E 209577457.073BUILDING CORNER B 209587457.073BUILDING CORNER 209597457.073BUILDING CORNER 209607457.073BUILDING CORNER E 209617454.319UG ELECT. LINE B209627454.252UG ELECT. LINE 209637453.980UG ELECT. LINE 209647453.554UG ELECT. LINE 209657453.244UG ELECT. LINE E 209677454.941UG TELEPHONE MARKER B 209687456.057UG TELEPHONE MARKER 209697454.726UG TELEPHONE MARKER 209707454.588UG TELEPHONE MARKER 209717454.146UG TELEPHONE MARKER 209727454.184UG TELEPHONE MARKER 209737454.794UG TELEPHONE MARKER E 209747456.845" MISC. TREE 209757456.621" MISC. TREE 209767457.488" MISC. TREE 20977 7457.699" MISC. TREE 209787457.715" MISC. TREE 209797457.819" MISC. TREE 209807457.546" MISC. TREE 209817457.073EDGE OF BRICK B 209827456.831EDGE OF BRICK E 209837456.732EDGE OF BRICK B H2.0 V0 209847456.808EDGE OF BRICK H2.0 V0 209857457.034EDGE OF BRICK H2.0 V0 209867457.151EDGE OF BRICK H2.0 V0 209877457.134EDGE OF BRICK H2.0 V0 209887457.158EDGE OF BRICK H2.0 V0 209897457.073EDGE OF BRICK H2.0 V0 209907457.103EDGE OF BRICK H2.0 V0 209917456.920EDGE OF BRICK H2.0 V0 209927456.775EDGE OF BRICK H2.0 V0 209937456.781EDGE OF BRICK E H2.0 V0 209947457.005EDGE OF BRICK B 209957457.088EDGE OF BRICK 209967457.015EDGE OF BRICK R FF ELEV. = 7457.07± 209987455.529WATER VALVE E 209997456.029ELECTRIC BOX UGE B 210007454.029UG ELECT. LINE E 210077451.254GRADE BREAK B 210087451.239GRADE BREAK 210097451.211GRADE BREAK R 210107451.136AREA DRAIN STMM8 E 210117451.631GRADE BREAK B 210127451.700GRADE BREAK 210137451.641GRADE BREAK R 210147451.563AREA DRAIN 210157453.363UG ELECT. LINE B 210167453.433UG ELECT. LINE 210177453.384UG ELECT. LINE 210187453.041UG ELECT. LINE 210197453.521UG ELECT. LINE B 210207453.487UG ELECT. LINE 210217453.376UG ELECT. LINE 210227452.980UG ELECT. LINE 210237452.060UG ELECT. LINE 210247452.012UG ELECT. LINE 210257449.384UG ELECT. LINE210267449.390UG ELECT. LINE 210277449.059UG ELECT. LINE 210287449.086UG ELECT. LINE 210297448.873UG ELECT. LINE 210307449.279UG ELECT. LINE 210317449.272UG ELECT. LINE E 210327448.901UG ELECT. LINE 210337449.277 UG ELECT. LINE 21034 7449.277UG ELECT. LINE E 210357450.919UG ELECT. LINE B 210367450.969UG TELEPHONE MARKER B 210377448.573UG TELEPHONE MARKER210387448.602UG ELECT. LINE 210397448.145UG TELEPHONE MARKER 210407447.998UG ELECT. LINE 210417447.733UG ELECT. LINE 210427448.050UG ELECT. LINE 210437447.805UG ELECT. LINE 210447447.758UG TELEPHONE MARKER 210457447.403UG TELEPHONE MARKER E 21046 7447.344UG ELECT. LINE E 210477459.364GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 210487459.599GUTTER E H.92 V-.1 H-.21 V.48 H-.58 V.5210497459.599EDGE OF ASPHALT B 210507459.364EDGE OF ASPHALT 210517459.262EDGE OF ASPHALT 210527459.233EDGE OF ASPHALT E 210537461.211UG ELECT. LINE B 210547460.580UG ELECT. LINE 210557460.942UG ELECT. LINE 210567460.651UG ELECT. LINE 210577461.182UG ELECT. LINE 210587460.839UG ELECT. LINE 210597460.997UG ELECT. LINE 210607460.994UG ELECT. LINE 210617460.989UG ELECT. LINE 210627460.972UG ELECT. LINE 210637461.262UG ELECT. LINE 210647461.262UG ELECT. LINE 210657461.149UG ELECT. LINE 210667461.171UG ELECT. LINE 210677461.419UG ELECT. LINE 210687461.294UG ELECT. LINE 210737459.195" MISC. TREE210747459.144" MISC. TREE 210757461.175" MISC. TREE 210897457.454EDGE OF ASPHALT POC 210907457.251EDGE OF ASPHALT POC 210917457.033EDGE OF ASPHALT POC 210927456.776EDGE OF ASPHALT POC 210937456.600EDGE OF ASPHALT POC 210947456.495EDGE OF ASPHALT POC 210957456.382EDGE OF ASPHALT POC 210967456.297EDGE OF ASPHALT EC210977456.301EDGE OF ASPHALT 210987456.287EDGE OF ASPHALT 210997456.279EDGE OF ASPHALT 211007456.279GRADE BREAK B 211017456.279GRADE BREAK 211027456.379GRADE BREAK 211037456.379GRADE BREAK CLS 211117456.675GRADE BREAK 211127456.375GRADE BREAK E 211137456.373GUTTER 211147456.373GUTTER E 211807457.849EDGE OF CONCRETE POC H.5 V0 211817457.668EDGE OF CONCRETE POC H.5 V0 211827457.426EDGE OF CONCRETE POC H.5 V0 211837457.214EDGE OF CONCRETE POC H.5 V0 211847457.005EDGE OF CONCRETE POC H.5 V0 211857456.868EDGE OF CONCRETE POC H.5 V0 211867456.780EDGE OF CONCRETE POC H.5 V0 211877456.716EDGE OF CONCRETE EC H.5 V0 211887456.699EDGE OF CONCRETE E H.5 V0211897456.708EDGE OF CONCRETE B 211907456.732EDGE OF CONCRETE E 211927460.447BUILDING CORNER B 211937461.349BUILDING CORNER 211947468.013BUILDING CORNER 211957467.966BUILDING CORNER 211967466.502BUILDING CORNER BLDC4 B 212067456.681BUILDING CORNER R 212107466.502BUILDING CORNER 212117466.502BUILDING CORNER R 212127461.428BUILDING CORNER B 212137461.556BUILDING CORNER 212147461.556BUILDING CORNER R 212177456.231AREA DRAIN 212517458.398STONE WALL H1 V0 212527458.336STONE WALL E H1 V0 SD SD S D C B L C B L C B L C B L C B L C B L C B L C B L C B L S D UG E UGE U G E U G E U G E U G E U G E U G E W W W W W W W W W W W W W W W W W W W W W W W W W W UGE UGE UGE UGE UGE UGE UGE U G E U G E U G E U G E EXI S T I N G P A T I O EXI S T I N G P A T I O BOULDER WALL P5 P6 P6 P6 P4 P4 P1 P4 P4 P1 BOLLARD LIGHT (TYP.) REF LIGHTING PLAN P2 P6 P1 P5 P5 MATCH TO EXISTING PATH L3 . 3 P M 1 P5 P5 L3 . 8 1 P M L3 . 8 1 P M P2 P5 P5 P4 P4 P2 P2 P5 P5 9'- 2 1 4" 8'-2" 1 6 ' 9'-8 1 8" Cu s t o m Bo u l d e r 1 125" Cu s t o m Bo u l d e r 2 3' - 1 5 8 "4'-7 1 8 " 7'- 61 8" 4'-9 3 8" 8' 5' 24" 44" 55" P7 P7 CUSTOM CLIMBING FEATURES BY IDS, REF L3.51 PM - L3.59 SI M L3.22 PM 2 L3 . 2 2 P M 2 L3 . 2 2 P M 4 L3 . 2 2 P M 4 L3 . 2 2 P M 2 1 8 ' - 0 " 2 4 ' - 0 " 1 8 ' - 0 " 9 ' - 0 " 5 ' - 6 " 10'-0 " 10 ' - 0 " 21 ' - 2 " 2.0 % 5.0% 5.0% 1 . 0 % 1.0% 5. 0 % 5.0% 4.7% 5 . 0 % 8 . 0 % 8 0 ' - 5 " 12'- 1 0 " 5'-0 " 5'-0 " 2 0 ' - 3 " 2 4 ' - 0 " 8 ' - 0 " 11'-1 1 " 6'-7 " 7 ' - 0 " 6'-2 " 5'-8 " 10 ' - 9 " 14'-0" 6'- 0 " 7'- 1 0 " 8'-0" 8' - 1 " 10 ' - 8 " 16 ' - 0 " 24 ' - 1 " 1 0 ' - 7 " 1 6 ' - 3 " 17'-6 " 1 2 ' - 4 " 8'-9 " 8 ' - 3 " 5'-0 " 5 ' - 0 " 7'-0" 24'- 5 " 7 ' - 4 " 7'-8" 6 ' - 1 0 " 5 ' - 2 " 9 ' - 3 " 8 ' - 4 " 6 ' - 7 " 1 0 ' - 0 " 12'- 8 " 2 4 ' - 0 " 25'-0 " 5. 0 % 1 ' - 6 " 1'-6" 2 . 0 % 2.0% 5.0% 0 . 0 4 % 0.3% 1 2 3 38 37 36 35 34 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 32 33 GAR A G E ENT R A N C E PRO P O S E D S H A R E D ROA D PLANTER WALLS 24" TALL TERRACED SEATING W E S T B E A V E R C R E E K B L V D . BOBS PLACE PATIO PAVER PATH TO MATCH THE PEDESTRIAN MALL LODGE AT AVON CENTER AVON TOWN HALL PROPOSED BUILDING AV O N P E D E S T R I A N M A L L PR O P E R T Y L I N E SE T B A C K L I N E SETB A C K L I N E SET B A C K L I N E PRO P E R T Y L I N E EAS E M E N T L I N E EAS E M E N T L I N E PAT I O PAT I O PAT I O PAT I O COMMERCIAL PATIO GARAGE BELOW GARAGE BELOW DECORATIVE PANELS GUARDRAILS AROUND HOT TUB AREA EAS E M E N T L I N E PRO P E R T Y L I N E UTIL I T Y E A S E M E N T L I N E EAS E M E N T L I N E EAS E M E N T L I N E SET B A C K L I N E PROP E R T Y L I N E SYNTHETIC TURF +TW 60 +TW 59.5 TW 59.5+ LE T T U C E S H E D L A N E ROOF OVERHANG ROOF OVERHANG PROPOSED LOT 3 ROOF OVERHANG GARAGE BELOW ROOF OVERHANG F I R E L A N E FDC ACCESS PAT I O TRASH DUMPSTERS TRANSPLANT 5 EXISTING SHUBERT CHOKECHERRY ROOF OVERHANG ENTRANCE PLAZA 12'x8' 12'x8' 12'x8' B I K E L A N E B I K E L A N E GATES INTO HOT TUB AREA SPA LIFT CONDENSERS GENERATOR TRANSFORMERS DRA I N A G E E A S E M E N T L I N E COMMERCIAL PATIO PLANTER WALLS 24" TALL PROP E R T Y L I N E 38 PARKING SPOTS BIKE RACKS (4) BIKE RACKS (4) BIKE RACKS (4) PEDESTRIAN WALKWAY BIKE RACKS (4) PROTECTED CURB SPACE FOR WHEEL OVERHANG PROTECTED CURB SPACE FOR WHEEL OVERHANG CORTEN PANEL PLANTER WALL (280 LF) +FFE 57.07 +(53.9) FFE 55.5+ BW 54.55+ +(61) FFE 57.5+ FFE 57.5+ +(61) +BW 57.5 +(60.7) +(61) +(61) FFE 57.5+ +FFE 55.5 +FFE 55.5 +FFE 55.5 +FFE 55.5 BW(53.96)++55.5 + (53.5) 55.5+ +59.74 +57.5 TW 60.9+ TW 59.5+ +TW 59.5 +TW 59.5 TW 59.5+ TW 59.5+ PLANTER WALLS 24" TALL +TS 55.3 +54.67 +TW 59.5 +TW 60.9 +TW 59.5 +60 +60 +TW 59.5 (53.26)+ PLANTER WALLS 30" TALL PLANTER WALLS 30" TALL RIVER ROCK AREA PLANTER WALLS 30" TALL PLANTER WALLS 24"-30" TALL + BS 54.3 +45 +45.12 +45.17 +50 +55 +60 +61 +62 +62 +61 +TW 61 +TW 62.32 +BW 59.26 TW 62.35+ TW 62.39+ TW 62.39+ +BW 45.75 +BW 45.75 TW 50.42+ +62 +62 56.05+ + 57.5 (54.6)+ TW 56.05+ BW 54.46+ + 57.26 57.29+ TW 56.05+ TW 57.05+ TW 55.5+ +TW 55.5 +BW 53.5 TW 55.5+ +TW 55.5 +TW 55.5 +TW 57.8 +BW 57.5 +TW 59.5 TW 59.5+ TW 59.5+ TW 59.5+ TW 59.5+ TW 59.5+ TW 59.5+ +TW 59.5 +BW 59.5 BW 59.5+ TW 61+ +TW 61 +BW 61 BW 61+ TW 59.5+ +TW 59.5 +BW 57.5 BW 57.5+ +BW 57.5 TW 59.5+ BW 57.5+ TW 61+ BW 57.5+ +BW 57.5 +TW 61 +BW 61 TW 61+ BW 61+ +TW 61 +BW 61 57.5+ (59.95) + + 57.17 + 57.5 TW 59.5+ BW 57.08+ +57.26 +FFE 57.07 +BW 57.5 +BW 57.5 BW 57.5+ BW 57.5+ BW 57.5+ TW 60.9+ +BW 57.5 BW 57.5+ (57.0) + BW 55.5+ +BW 55.5 TW 55.5 + +TS 55.5 +TS 55.0 +TS 54.5 +TS 54.0BW 53.5+ BW 53.5+ + BW 53.5 TW 56.05 + BW 57.3+ +TW 59.5 +BW 57.47 TW 59.5 + +BW 57.5 + BW 57.13 FFE 57.5+ +57.12 +TS 57.0 +TS 56.5 +TS 56.0 BW 55.5+ +TW 60 +BW 59.5 8'-8 " +(60.85) CORTEN PANEL PLANTER WALL (280 LF) 5' TALL GUARDRAIL SEATING OVERLOOK +TW 57.8 +BW 55.5 4 ' - 6 " 4 ' - 1 " 12'- 2 " GATES INTO HOT TUB AREA 6'-6" Symbol Key Botanical Common Name QTY Size Spacing Notes Shrubs Eac Euonymus alatus "Compactus' Dwarf Burning Bush 3 Layout to be approved by R.L.A. prior to installation and planting5 gal.Varies Rw Rosa woodsii Woods' Rose 12 Varies Layout to be approved by R.L.A. prior to installation and planting5 gal. Aar Amelanchier alnifolia 'Regent' Regent Serviceberry 8 Varies Layout to be approved by R.L.A. prior to installation and planting5 gal. So Symphoricarpos oreophilus Mountain Snowberry 15 Layout to be approved by R.L.A. prior to installation and planting5 gal.Varies Jc Juniperus communis Common Juniper 1 Layout to be approved by R.L.A. prior to installation and planting5 gal.Varies Csaf Cornus sericea 'Arctic Fire' Arctic Fire Dogwood 11 Varies Layout to be approved by R.L.A. prior to installation and planting5 gal. Spn Salix purpurea nana Arctic Willow 11 Layout to be approved by R.L.A. prior to installation and planting5 gal.Varies Cakf Calamagrostis acutiflora 'Karl Forester' Feather Reed Grass Symbol Key Botanical Common Name QTY Size Spacing Notes Ornamental Grasses Layout to be approved by R.L.A. prior to installation and planting 37BgBouteloua gracilis Blue Grama Grass 1 gal.Layout to be approved by R.L.A. prior to installation and planting 5 gal. Varies Varies76 Fg Festuca glauca Blue Fescue Layout to be approved by R.L.A. prior to installation and planting1 gal.Varies37 Hs Helioctotrichon sempervirens Blue Avena Grass Layout to be approved by R.L.A. prior to installation and planting5 gal.Varies32 Rnw Rosa 'Nearly Wild' Nearly Wild Rose 12 Varies5 gal. Csb Cornus sericea "Baileyi' Bailey Redtwig Dogwood 7 5 gal.Varies Ral Ribes alpinum Alpine Currant 7 Varies5 gal. Pt Populus tremuloides Quaking Aspen 8 2.5" cal. as shown THE SUMMIT PLANTING PLAN SCHEDULE Symbol Key Botanical Common Name QTY Size Spacing Notes Trees single stem Ppbe Picea pungens 'Baby Blue Eyes" Baby Blue Eyes Spruce 6 8' ht. as shown Ms Malus 'Spring Snow' Spring Snow Crabapple 2 2.5" cal. as shown Perennials Mixed Species (See Sun/Part Sun Perennial List) 2,342 SF Symbol Common Name Total Area Container Size 1 gal. Spacing 15" OC QTY 1,121 Groundcover Symbol Common Name Total Area Material / Product Depth / Rate Supplier Shady Perennials (See Shady Perennial List) 1 gal.15" OC801 SF 270 Native Seed 5,931 SF 50% Low grow Mix 50% Rocky Mtn. Wildflower Mix 1 lbs/ 1000 sf Arkansas Valley Seed Athw Acer tataricum 'Hot Wings' Hot Wings Tatarian Maple 4 2.5" cal. as shown single stem single stem REMOVED EXISTING TREES- 20 TREES PRESERVED EXISTING TREES- 15 TREES DECORATIVE PARASOLEIL PERFORATED SCREENS (3'X4') = 154 LF CONCRETE UNIT PAVERS, PAVESTONE PLAZA STONE SERIES, - 16,735 SF STANDARD "GRAY" CONCRETE SLAB ON GRADE - 1,870 SF ASPHALT PAVING- 13,003 SF STAMPED CONCRETE HOT TUB DECK-BUTTERFIELD COLOR- GILPIN'S FALL BRIDGE PLANT- WALNUT COLOR - 1,056 SF THE SUMMIT AREA CROSSWALK MATERIAL HATCHES SYNTHETIC TURF - 872 SF RIVER ROCK - 630 SF CONCRETE UNIT PAVERS, PAVESTONE PLAZA STONE SERIES, 6"x6"x60mm, Co p y r i g h t © 2 0 2 5 b y Z e h r e n & A s s o c i a t e s I n c . Co p y r i g h t © 2 0 2 5 b y Z e h r e n & A s s o c i a t e s I n c . Z: \ 2 0 2 5 \ 2 5 3 1 7 2 \ I V . C u r r e n t D o c u m e n t s \ 0 4 . P l o t S h e e t s \ L a n d s c a p e P l o t S h e e t s \ L 1 . 0 0 O V E R A L L S I T E P L A N . d w g , 1 1 / 5 / 2 0 2 5 1 1 : 1 5 : 1 3 A M , DW G T o P D F . p c 3 LOT B PROPERTY AREA= 66,925 SF THE SUMMIT AREA OF DISTURBANCE= 78,662 SF BUILDING FOOTPRINT AREA= 28,578 SF= 36.5% OF THE SUMMIT AREA IMPERVIOUS AREA= 32,918 SF= 41.8% OF THE SUMMIT AREA TOTAL IMPERVIOUS AREA= 61,496 SF= 78.2% OF THE SUMMIT AREA LANDSCAPE AREA= 17,166 SF = 21.8 % OF THE SUMMIT AREA TOTAL PAVED AREA (HEATED AND UNHEATED)= 31,428 SF= 39.95% OF THE SUMMIT AREA UG E SS SS SS SS SS SS SS SS SD S D S D S D S D S D S D S D SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D S D S D SD W UGE UGE W W W W W W W W W W W W W CB L CB L CBL CBL CBL SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD UG E CB L C B L C B L C B L CBL CBL CBL CBL CBL UGE UGE UGE U G E U G E UG E U G E U G E 200057467.416OVERHANG B 200067460.447BUILDING CORNER B 200077459.174BUILDING CORNER E 200087467.293OVERHANG 200097459.952BUILDING CORNER B 200107457.007BUILDING CORNER 200117457.007BUILDING CORNER E 200127457.007OVERHANG 200137457.007OVERHANG 200147467.315OVERHANG 200157467.228OVERHANG 200167467.346OVERHANG 200177467.270OVERHANG E 200187456.731BUILDING CORNER B 200197455.951BUILDING CORNER B 200207456.725BUILDING CORNER B 200217456.731BUILDING CORNER 200227456.731BUILDING CORNER R 200237455.951BUILDING CORNER 200247455.951BUILDING CORNER R 200257456.725BUILDING CORNER 200267456.725BUILDING CORNER R 200277455.854GRADE BREAK B 200287456.684GRADE BREAK 200297456.333GRADE BREAK CLS 200307455.412GRADE BREAK B 200317456.019GRADE BREAK 200327455.782GRADE BREAK CLS 200337456.759EDGE OF CONCRETE B SC 200347456.716EDGE OF CONCRETE POC 200357456.655EDGE OF CONCRETE POC 200367456.592EDGE OF CONCRETE POC 200377456.526EDGE OF CONCRETE EC 200387456.374EDGE OF CONCRETE SC 200397456.091EDGE OF CONCRETE POC 200407455.822EDGE OF CONCRETE POC 200417455.595EDGE OF CONCRETE POC 200427455.491EDGE OF CONCRETE EC 200437454.912EDGE OF CONCRETE E 200447454.470EDGE OF CONCRETE B 200457454.864EDGE OF CONCRETE 200467455.914EDGE OF CONCRETE200477455.888EDGE OF CONCRETE 200487455.930EDGE OF CONCRETE SC 200497455.963EDGE OF CONCRETE POC 200507456.021EDGE OF CONCRETE POC 200517456.070EDGE OF CONCRETE EC 200527456.464EDGE OF CONCRETE 200537460.100EDGE OF CONCRETE 200547460.309EDGE OF CONCRETE 200557460.593EDGE OF CONCRETE SC 200567460.680EDGE OF CONCRETE POC 200577460.743EDGE OF CONCRETE POC 200587460.992EDGE OF CONCRETE POC 200597460.970EDGE OF CONCRETE POC 200607460.990EDGE OF CONCRETE POC 200617461.010EDGE OF CONCRETE EC 200627461.059EDGE OF CONCRETE SC 200637461.105EDGE OF CONCRETE POC 200647461.115EDGE OF CONCRETE POC 200657461.078EDGE OF CONCRETE EC 200667460.993EDGE OF CONCRETE E 200677461.072EDGE OF CONCRETE B H.38 V0 200687460.917EDGE OF CONCRETE H.38 V0 200697460.590EDGE OF CONCRETE H.42 V0 200707459.151EDGE OF CONCRETE H.42 V0 200717456.953EDGE OF CONCRETE H.42 V0 200727456.443EDGE OF CONCRETE SC H.42 V0 200737456.397EDGE OF CONCRETE POC H.42 V0 200747456.251EDGE OF CONCRETE POC H.42 V0 200757456.060EDGE OF CONCRETE POC H.42 V0200767455.875EDGE OF CONCRETE POC H.42 V0 200777455.643EDGE OF CONCRETE POC H.42 V0 200787455.537EDGE OF CONCRETE POC H.42 V0 200797455.393EDGE OF CONCRETE POC H.42 V0 200807455.412EDGE OF CONCRETE EC H.42 V0 200817455.807EDGE OF CONCRETE H.42 V0 200827455.092EDGE OF CONCRETE H.42 V0 200837454.942EDGE OF CONCRETE H.42 V0 200847453.663EDGE OF CONCRETE H.42 V0 200857452.843EDGE OF CONCRETE B 200867453.447EDGE OF CONCRETE 200877453.586EDGE OF CONCRETE 200887453.455EDGE OF CONCRETE 200897453.488EDGE OF CONCRETE E 200907453.335TOP OF BANK B 200917453.143TOP OF BANK 200927453.043TOP OF BANK 200937452.637TOP OF BANK 200947452.653TOP OF BANK 200957452.814TOP OF BANK 200967453.081TOP OF BANK 200977453.281TOP OF BANK 200987453.083TOP OF BANK 200997452.820TOP OF BANK 201007452.988TOP OF BANK 201017452.972TOP OF BANK E 201027452.338TOE OF BANK B 201037451.042TOE OF BANK 201047450.134TOE OF BANK 201057449.296TOE OF BANK 201067448.746TOE OF BANK 201077447.942TOE OF BANK 201087447.529TOE OF BANK 201097447.083TOE OF BANK 201107446.013TOE OF BANK 201117445.703TOE OF BANK 201127445.789TOE OF BANK 201137445.683TOE OF BANK 201147446.008TOE OF BANK 201157445.815TOE OF BANK 201167445.965TOE OF BANK 201177446.390TOE OF BANK E 201187447.437EDGE OF ASPHALT B 201197447.227EDGE OF ASPHALT 201207448.569EDGE OF ASPHALT 201217448.527LIGHT POLE 201227449.360EDGE OF ASPHALT 201237451.235EDGE OF ASPHALT 201247451.893EDGE OF ASPHALT E 201257452.069SPOT GRADE PAV 201267451.985EDGE OF ASPHALT B 201277453.241EDGE OF ASPHALT 201287454.397EDGE OF ASPHALT 201297454.498LIGHT POLE 201307455.907EDGE OF ASPHALT 201317457.571EDGE OF ASPHALT 201327458.945EDGE OF ASPHALT E 201337457.730EDGE OF GRAVEL B EOG1 B 201347457.549EDGE OF GRAVEL 201357457.700EDGE OF GRAVEL 201367458.078EDGE OF GRAVEL SC 201377458.325EDGE OF GRAVEL POC 201387458.543EDGE OF GRAVEL POC 201397458.628EDGE OF GRAVEL POC 201407458.509EDGE OF GRAVEL EC 201417457.392EDGE OF GRAVEL E 201427458.347EDGE OF GRAVEL 201437458.874EDGE OF GRAVEL SC 201447459.238EDGE OF GRAVEL POC 201457459.348EDGE OF GRAVEL POC 201467459.346EDGE OF GRAVEL POC 201477459.140EDGE OF GRAVEL EC 201487457.806EDGE OF GRAVEL E 201497456.859GRADE BREAK B 201507456.799GRADE BREAK 201517456.740GRADE BREAK 201527456.792GRADE BREAK CLS 201537459.028EDGE OF CONCRETE B H.92 V-.1 H-.21 V.48 H-.58 V.5 201547459.326EDGE OF CONCRETE 201557459.471EDGE OF CONCRETE POC 201567459.613EDGE OF CONCRETE 201577459.737EDGE OF CONCRETE E H.92 V-.1 H-.21 V.48 H-.58 V.5 201587459.682EDGE OF CONCRETE B 201597460.623EDGE OF CONCRETE 201607460.705EDGE OF CONCRETE 201617460.252EDGE OF CONCRETE 201627460.218EDGE OF CONCRETE 201637460.611EDGE OF CONCRETE 201647460.500EDGE OF CONCRETE 201657459.868EDGE OF CONCRETE E 201667459.749GUTTER B 201677460.501GUTTER SC 201687460.572GUTTER POC 201697460.635GUTTER EC 201707460.975GUTTER E 201717460.306GUTTER SC B G1 B SC 201727460.357GUTTER POC 201737460.427GUTTER POC 201747460.558GUTTER POC 201757460.639GUTTER POC201767460.713GUTTER POC 201777460.726GUTTER EC 201787461.030GUTTER E 201797460.231GUTTER POC 201807460.132GUTTER EC 201817460.070GUTTER E 201827460.124GRADE BREAK B 201837460.139GRADE BREAK 201847460.171GRADE BREAK 201857460.187GRADE BREAK CLS 201867460.097GUTTER B SC 201877460.159GUTTER POC 201887460.198GUTTER POC 201897460.219GUTTER EC E G SC B 201907460.260GUTTER POC 201917460.316GUTTER POC 201927460.408GUTTER POC 201937460.463GUTTER POC 201947460.508GUTTER POC 201957460.515GUTTER EC 201967460.856GUTTER E 201977460.916GUTTER B 201987460.433GUTTER SC 201997460.395GUTTER POC202007460.375GUTTER EC 202017459.879GUTTER E 202027460.407GRADE BREAK B NZ 202037460.505GRADE BREAK NZ 202047460.529GRADE BREAK NZ 202057460.435GRADE BREAK CLS NZ 202067460.598GRADE BREAK B NZ 202077460.718GRADE BREAK NZ 202087460.745GRADE BREAK NZ 202097460.705GRADE BREAK CLS NZ 202107460.229EDGE OF CONCRETE B H.42 V0 202117461.017EDGE OF CONCRETE SC H.42 V0 202127461.021EDGE OF CONCRETE POC H.42 V0 202137461.032EDGE OF CONCRETE EC H.42 V0 202147460.955EDGE OF CONCRETE SC H.42 V0 GB B 202157461.043EDGE OF CONCRETE POC 202167461.065EDGE OF CONCRETE POC 202177461.179EDGE OF CONCRETE POC 202187461.311EDGE OF CONCRETE EC E 202197461.230EDGE OF CONCRETE B SC 202207461.221EDGE OF CONCRETE POC 202217461.232WATER VALVE 202227461.183EDGE OF CONCRETE POC 202237461.092EDGE OF CONCRETE POC 202247461.069EDGE OF CONCRETE EC H.42 V0 GB E 202257461.134EDGE OF CONCRETE SC H.42 V0202267461.119EDGE OF CONCRETE POC H.42 V0 202277461.114EDGE OF CONCRETE POC H.42 V0 202287460.998EDGE OF CONCRETE POC H.42 V0 202297460.953EDGE OF CONCRETE POC H.42 V0 202307460.866EDGE OF CONCRETE POC H.42 V0 202317460.851EDGE OF CONCRETE POC H.42 V0 202327460.551EDGE OF CONCRETE EC H.42 V0202337460.027EDGE OF CONCRETE GB B 202347460.247GRADE BREAK E 202357460.081EDGE OF CONCRETE GB B 202367460.229GRADE BREAK E 202377460.763EDGE OF CONCRETE SC H.42 V0 202387460.759EDGE OF CONCRETE POC H.42 V0 202397460.868EDGE OF CONCRETE POC H.42 V0 202407461.107EDGE OF CONCRETE EC E H.42 V0 202417460.581GUTTER B SC 202427460.446GUTTER POC 202437460.326GUTTER POC 202447460.306GUTTER EC E 202457460.730EDGE OF CONCRETE B SC 202467460.562EDGE OF CONCRETE POC 202477460.404EDGE OF CONCRETE POC 202487460.385EDGE OF CONCRETE POC 202497460.320EDGE OF CONCRETE POC 202507460.261EDGE OF CONCRETE EC 202517460.142EDGE OF CONCRETE SC 202527460.222EDGE OF CONCRETE POC 202537460.355EDGE OF CONCRETE POC 202547460.487EDGE OF CONCRETE POC 202557460.422EDGE OF CONCRETE EC 202567460.281EDGE OF CONCRETE 202577460.302EDGE OF CONCRETE 202587460.368EDGE OF CONCRETE SC 202597460.374EDGE OF CONCRETE POC 202607460.517EDGE OF CONCRETE POC 202617460.527EDGE OF CONCRETE POC 202627460.664EDGE OF CONCRETE POC 202637460.766EDGE OF CONCRETE EC 202647460.818EDGE OF CONCRETE 202727461.052EDGE OF CONCRETE B 202737461.396EDGE OF CONCRETE 202837461.519EDGE OF CONCRETE POC 202847461.522EDGE OF CONCRETE POC 202857461.228EDGE OF CONCRETE POC 202867461.175EDGE OF CONCRETE POC 202877461.065EDGE OF CONCRETE POC 202887461.000EDGE OF CONCRETE EC 202897461.091EDGE OF CONCRETE 202907461.060EDGE OF CONCRETE E 202917461.021ELECTRIC MANHOLE 202927461.033EDGE OF CONCRETE 202937461.041EDGE OF CONCRETE SC 202947461.185EDGE OF CONCRETE POC 202957461.166EDGE OF CONCRETE POC 202967461.020EDGE OF CONCRETE POC 202977460.926EDGE OF CONCRETE EC H.42 V0 GB B 202987460.852EDGE OF CONCRETE SC H.42 V0 202997460.853EDGE OF CONCRETE POC H.42 V0203007460.848EDGE OF CONCRETE EC H.42 V0 203017460.354EDGE OF CONCRETE E H.42 V0 203027460.797EDGE OF CONCRETE B 203037461.135EDGE OF CONCRETE SC 203047461.037EDGE OF CONCRETE POC 203057460.936EDGE OF CONCRETE EC 203067460.733EDGE OF CONCRETE B 203077460.758EDGE OF CONCRETE 203087460.707EDGE OF CONCRETE 203097460.700EDGE OF CONCRETE EOC E 203107460.681EDGE OF CONCRETE E EOC B H.42 V0 203117460.865EDGE OF CONCRETE SC H.42 V0 203127460.796EDGE OF CONCRETE POC H.42 V0 203137460.792EDGE OF CONCRETE POC H.42 V0 203147460.695EDGE OF CONCRETE EC H.42 V0 203157460.559EDGE OF CONCRETE H.42 V0 203167459.961EDGE OF CONCRETE GB 1 B 203177460.185GRADE BREAK 1 E 203187459.953EDGE OF CONCRETE GB 1 B 203197460.159GRADE BREAK 1 E 203207460.663EDGE OF CONCRETE SC H.42 V0 203217460.698EDGE OF CONCRETE POC H.42 V0 203227460.824EDGE OF CONCRETE POC H.42 V0203237460.858EDGE OF CONCRETE POC H.42 V0 203247460.937EDGE OF CONCRETE POC H.42 V0203257460.947EDGE OF CONCRETE POC H.42 V0 203267460.963EDGE OF CONCRETE EC H.42 V0 203277460.874EDGE OF CONCRETE SC H.42 V0 GB E 203287460.882EDGE OF CONCRETE POC 203297461.076SPOT GRADE PAV 203307461.076EDGE OF CONCRETE EC 203317460.792EDGE OF CONCRETE E 203407460.988EDGE OF CONCRETE H.42 V0 203417461.085EDGE OF CONCRETE SC H.42 V0 203427460.967EDGE OF CONCRETE POC H.42 V0 203437460.883EDGE OF CONCRETE POC H.42 V0 203447460.859EDGE OF CONCRETE POC H.42 V0 203457460.715EDGE OF CONCRETE POC H.42 V0 203467460.691EDGE OF CONCRETE EC H.42 V0 203477460.733EDGE OF CONCRETE E H.42 V0 203487460.236GUTTER SC B 203497460.377GUTTER POC 203507460.397GUTTER POC 203517460.357GUTTER EC 203527460.175GUTTER 203537460.129GUTTER E 203547460.119GUTTER B 203557460.202GUTTER SC 203567460.303GUTTER POC 203577460.410GUTTER POC 203587460.481GUTTER POC 203597460.548GUTTER POC 203607460.667GUTTER EC 203617460.713GUTTER 203707461.227ROAD CL POC 203717461.031ROAD CL POC 203727460.910ROAD CL POC 203737460.726ROAD CL POC 203747460.569ROAD CL POC 203757460.514ROAD CL POC 203767460.661ROAD CL POC 203777460.881ROAD CL EC E D 203787451.709STORM DRAIN MANHOLE STMM5 B 203797444.585AREA DRAIN STMM5 203807444.557EDGE OF CONCRETE CIR 203817444.616EDGE OF CONCRETE 203827444.628EDGE OF CONCRETE 203837449.685AREA DRAIN STMM5 203847456.693AREA DRAIN STMM5 D 203857460.363STORM DRAIN MANHOLE STMM5 E 7457.91 NOMATCH STIV 203877460.269AREA DRAIN203887460.277GRADE BREAK B 203897460.283GRADE BREAK 203907460.300GRADE BREAK 203917460.286GRADE BREAK CLS D 203927460.541STORM DRAIN MANHOLE STMM4 B STMM5 B 203937459.387AREA DRAIN 203947459.417GRADE BREAK B 203957459.389GRADE BREAK 203967459.390GRADE BREAK 203977459.447GRADE BREAK CLS7456.69 NOMATCH STIV 203997460.023AREA DRAIN STMM4 E 204007460.083AREA DRAIN STMM7 B 204067461.553LIGHT POLE 204077461.262LIGHT POLE 204087461.306LIGHT POLE D 204097460.525STORM DRAIN MANHOLE STMM5 STMM7 E 204107461.056LIGHT POLE 204117460.903WATER VALVE 204127465.266FIRE HYDRANT 204137461.211LIGHT POLE 204147459.852GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 204157459.233GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 204167459.252GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 204177459.262GUTTER E H.92 V-.1 H-.21 V.48 H-.58 V.5 20418 7459.599GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 204197459.436 GUTTER SC H.92 V-.1 H-.21 V.48 H-.58 V.5 204207459.426GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204217459.417GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5204227459.418 GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204237459.385GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204247459.623GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204257459.786GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204267459.863GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204277459.943GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204287460.092GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204297460.311GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204307460.385GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204317460.460GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204327460.522GUTTER EC H.92 V-.1 H-.21 V.48 H-.58 V.5 204337460.874GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 204347461.015GUTTER E H.92 V-.1 H-.21 V.48 H-.58 V.5 204357460.969" MISC. TREE 204367461.143" MISC. TREE 204377457.231GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 204387457.149GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 204397456.725GUTTER SC H.92 V-.1 H-.21 V.48 H-.58 V.5 204407456.750GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204417456.686GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5204427456.670GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204437456.725GUTTER EC H.92 V-.1 H-.21 V.48 H-.58 V.5 204447457.800GUTTER SC H.92 V-.1 H-.21 V.48 H-.58 V.5 204457457.896GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204467457.881GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204477457.825GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204487457.804GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204497457.758GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204507457.681GUTTER EC H.92 V-.1 H-.21 V.48 H-.58 V.5 204517457.360GUTTER CLS H.92 V-.1 H-.21 V.48 H-.58 V.5 204527457.564LIGHT POLE 204537453.227GUTTER B 204547453.418EDGE OF CONCRETE B 204557453.249EDGE OF CONCRETE B 204567452.533EDGE OF CONCRETE 204577452.298GUTTER 204587452.558EDGE OF CONCRETE 204597451.892EDGE OF CONCRETE E 204607451.768GUTTER E 204617452.022EDGE OF CONCRETE E 204627453.218EDGE OF CONCRETE SC B 204637453.392EDGE OF CONCRETE POC 204647453.114EDGE OF CONCRETE POC 204657453.089EDGE OF CONCRETE POC 204667453.096EDGE OF CONCRETE POC 204677453.112EDGE OF CONCRETE EC 204687452.959EDGE OF CONCRETE SC204697452.885EDGE OF CONCRETE POC 204707452.827EDGE OF CONCRETE POC 204717452.844EDGE OF CONCRETE POC 204727452.987EDGE OF CONCRETE EC CLSE204737453.092ELECTRIC BOX /KEY PAD GARAGE 204747453.220EDGE OF CONCRETE B 204757454.470EDGE OF CONCRETE E 204767453.219GUTTER B 204777454.470GUTTER E 204787456.759EDGE OF CONCRETE B 204797456.926EDGE OF CONCRETE 204807456.892EDGE OF CONCRETE204817456.892EDGE OF CONCRETE204827456.892EDGE OF CONCRETE 204837456.689EDGE OF CONCRETE 204847456.689EDGE OF CONCRETE 204857456.638EDGE OF CONCRETE20486 7456.638EDGE OF CONCRETE 204877456.670EDGE OF CONCRETE 204887456.672EDGE OF CONCRETE 204897456.671EDGE OF CONCRETE 204907456.699EDGE OF CONCRETE 204917456.724EDGE OF CONCRETE 204927457.032EDGE OF CONCRETE E 204937467.270OVERHANG B 204947468.089OVERHANG E 204957457.007BUILDING CORNER B 204967468.089BUILDING CORNER 204977464.287NATURAL GROUND NZ 204987465.808NATURAL GROUND NZ 204997464.287BUILDING CORNER 205007466.125BUILDING CORNER 205017448.943GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 205027448.825GUTTER 205047448.757GUTTER POC 205057448.819 GUTTER 205067449.177GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205077449.094GUTTER CLS H.92 V-.1 H-.21 V.48 H-.58 V.5 205087449.329LIGHT POLE 205097447.437EDGE OF ASPHALT B 205107448.230EDGE OF ASPHALT 205117448.435EDGE OF ASPHALT 205127448.946EDGE OF ASPHALT 205137449.262EDGE OF ASPHALT 205147448.989EDGE OF ASPHALT 205157449.201EDGE OF ASPHALT 205167449.094EDGE OF ASPHALT 205177449.030EDGE OF ASPHALT 205187449.274EDGE OF ASPHALT 205197450.222EDGE OF ASPHALT 205207450.476EDGE OF ASPHALT 205217450.969EDGE OF ASPHALT 205227451.167EDGE OF ASPHALT 205237451.250EDGE OF ASPHALT 205247452.213EDGE OF ASPHALT 205257452.686EDGE OF ASPHALT 205267453.186EDGE OF ASPHALT 205277453.816EDGE OF ASPHALT 205287454.440EDGE OF ASPHALT 205297454.718EDGE OF ASPHALT 205307454.899EDGE OF ASPHALT 205317455.142EDGE OF ASPHALT 205327455.309EDGE OF ASPHALT 205337455.483EDGE OF ASPHALT E 205347455.389EDGE OF ASPHALT B 205357455.281EDGE OF ASPHALT 205367455.204EDGE OF ASPHALT 205377455.031EDGE OF ASPHALT 205387454.532EDGE OF ASPHALT 205397453.055EDGE OF ASPHALT 205407452.690EDGE OF ASPHALT 205417452.474EDGE OF ASPHALT 205427452.248EDGE OF ASPHALT 205437451.822EDGE OF ASPHALT 205447451.283EDGE OF ASPHALT 205457450.910EDGE OF ASPHALT E 205467450.898GUTTER B H-.92 V-.1 H.21 V.48 H.58 V.5 205477450.787GUTTER H-.92 V-.1 H.21 V.48 H.58 V.5 205487450.787GUTTER E H-.92 V-.1 H.21 V.48 H.58 V.5 205497450.542GUTTER B H-.92 V-.1 H.21 V.48 H.58 V.5 205507450.731GUTTER H-.92 V-.1 H.21 V.48 H.58 V.5 205517450.744GUTTER H-.92 V-.1 H.21 V.48 H.58 V.5 205527449.832GUTTER H-.92 V-.1 H.21 V.48 H.58 V.5 205537450.178GUTTER E H-.92 V-.1 H.21 V.48 H.58 V.5 205547447.909LIGHT POLE 205557451.905LIGHT POLE 205567455.483NATURAL GROUND NZ 0.75 205577453.235GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 205587453.181GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205597452.254GUTTER 205617452.343GUTTER POC 205627452.064GUTTER 205637452.177GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205647451.550GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205657446.974GUTTER E H.92 V-.1 H-.21 V.48 H-.58 V.5 205667450.990LIGHT POLE 205677456.425OVERHANG B 205687456.459OVERHANG E 205697446.280GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 205707446.308GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205717446.719GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205727449.814GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205737450.178GUTTER E H.92 V-.1 H-.21 V.48 H-.58 V.5 205747445.899EDGE OF CONCRETE B FF ELEV. = 7445.52± 205767445.413EDGE OF CONCRETE B 205777445.578EDGE OF CONCRETE EOC2 B 205787445.505EDGE OF CONCRETE 205797445.564EDGE OF CONCRETE 205807445.591EDGE OF CONCRETE 205817448.452EDGE OF CONCRETE 205827448.174EDGE OF CONCRETE 205837445.879EDGE OF CONCRETE EOC E 205847445.579EDGE OF CONCRETE E EOC1 205857445.624EDGE OF CONCRETE 205867445.593EDGE OF CONCRETE205877445.593EDGE OF CONCRETE 205887445.595EDGE OF CONCRETE FF ELEV. = 7445.55± 205907445.537EDGE OF CONCRETE CLS 205927445.391GRADE BREAK B 205937445.443GRADE BREAK 205947445.513GRADE BREAK 205957445.539GRADE BREAK CLS 205967445.499EDGE OF CONCRETE B 205977445.613EDGE OF CONCRETE E 205987456.670EDGE OF CONCRETE E 205997455.335NATURAL GROUND NZ 206007455.336NATURAL GROUND NZ 206017455.335BUILDING CORNER 206027455.336BUILDING CORNER206037455.336BUILDING CORNER 206047455.321BUILDING CORNER 206057455.321BUILDING CORNER 206067455.321BUILDING CORNER 206077455.321BUILDING CORNER 206087455.738BUILDING CORNER E /CONTINUES UNDERGROUND 206097453.607SIGN 206107453.877SIGN 206117454.025SIGN 206127453.920SIGN 206137454.283SIGN 206147454.747SIGN 206157456.472" MISC. TREE 206167453.033" MISC. TREE 206177453.750" MISC. TREE 206187453.395" MISC. TREE 206197450.027" MISC. TREE 206207449.354" MISC. TREE 206217449.780" MISC. TREE 206227452.823" MISC. TREE 206237451.346" MISC. TREE 206247452.785" MISC. TREE 206257453.986LIGHT POLE 206267454.121LIGHT POLE 206277453.574LIGHT POLE 206287453.633LIGHT POLE 206297454.271LIGHT POLE 206307453.566LIGHT POLE 206317454.289" MISC. TREE 206327454.439" MISC. TREE 206337454.295" MISC. TREE 206347454.187" MISC. TREE 206367453.497EDGE OF CONCRETE CIR 206377453.497EDGE OF CONCRETE 206387453.509EDGE OF CONCRETE 206397453.600EDGE OF CONCRETE B 206407453.627EDGE OF CONCRETE 206417453.596EDGE OF CONCRETE R 206427466.125BUILDING CORNER 206437466.125BUILDING CORNER 206447443.531AREA DRAIN TRENCH B 206457443.643AREA DRAIN TRENCH E 206467456.873CONC. WALL B H.67 V0 206477456.860CONC. WALL H.67 V0 206487456.799CONC. WALL H.67 V0 206497456.547CONC. WALL H.67 V0 206517457.077WOOD FENCE B 206527456.871EDGE OF BRICK B 206537456.872EDGE OF BRICK 206547456.795EDGE OF BRICK 206557456.782EDGE OF BRICK 206567456.865EDGE OF BRICK 206577456.883EDGE OF BRICK 206587456.673EDGE OF BRICK 206597456.868WOOD FENCE 206607457.098WOOD FENCE 206617457.006EDGE OF BRICK 206627457.134EDGE OF BRICK206637457.132WOOD FENCE 206647456.959WOOD FENCE 206657456.851EDGE OF BRICK 206667457.077EDGE OF BRICK 206677457.074WOOD FENCE 206687457.278EDGE OF BRICK EOB1 B206697457.206WOOD FENCE 206707457.095WOOD FENCE 206717457.175EDGE OF BRICK 206727456.947EDGE OF BRICK CLS206737456.947WOOD FENCE E 206747458.333" MISC. TREE 206757458.331" MISC. TREE 206767458.274" MISC. TREE 206777458.112" MISC. TREE 206787457.224" MISC. TREE 206797456.733UG ELECT. LINE B 206807456.693UG ELECT. LINE206817456.713UG ELECT. LINE 206827456.653UG ELECT. LINE 206837452.747UG ELECT. LINE 206847452.109UG ELECT. LINE E 206857455.373EDGE OF CONCRETE B 206867455.389EDGE OF CONCRETE 206877455.397EDGE OF CONCRETE 206887455.199EDGE OF CONCRETE SC 206897455.123EDGE OF CONCRETE POC 206907454.887EDGE OF CONCRETE POC 206917454.502EDGE OF CONCRETE POC 206927454.184EDGE OF CONCRETE POC 206937453.926NATURAL GROUND 206947453.931EDGE OF CONCRETE B SC 206957453.926EDGE OF CONCRETE EC E 206967454.175EDGE OF CONCRETE POC 206977454.388EDGE OF CONCRETE POC 206987454.538EDGE OF CONCRETE POC 206997454.849EDGE OF CONCRETE POC 207007455.117NATURAL GROUND 207017455.117EDGE OF CONCRETE POC 207027455.117EDGE OF CONCRETE POC 207037455.832EDGE OF CONCRETE EC 207047455.991EDGE OF CONCRETE 207057456.334EDGE OF CONCRETE SC 207067456.689EDGE OF CONCRETE POC 207077456.861EDGE OF CONCRETE POC 207087456.951EDGE OF CONCRETE EC 207097457.037EDGE OF CONCRETE 207107457.014EDGE OF CONCRETE 207117456.965EDGE OF CONCRETE SC 207127456.890EDGE OF CONCRETE POC 207137456.812EDGE OF BRICK 207147456.796EDGE OF BRICK 207157457.175EDGE OF BRICK E 207167457.083EDGE OF CONCRETE POC 207177456.577EDGE OF CONCRETE POC 207187456.344EDGE OF CONCRETE POC 207197455.969EDGE OF CONCRETE POC 207207455.702EDGE OF CONCRETE POC 207217454.856NATURAL GROUND 207227455.417EDGE OF CONCRETE POC 207237455.117NATURAL GROUND 207247455.283NATURAL GROUND 207257455.383EDGE OF CONCRETE POC 207267455.373EDGE OF CONCRETE EC E 207277455.146" MISC. TREE 207287455.227" MISC. TREE 207297454.989" MISC. TREE 207307454.742" MISC. TREE 207317454.524" MISC. TREE 207327453.479EDGE OF ASPHALT SC B 207337453.731EDGE OF ASPHALT POC207347453.829EDGE OF ASPHALT POC 207357453.856EDGE OF ASPHALT POC 207367453.873EDGE OF ASPHALT EC 207377454.105EDGE OF ASPHALT 207387454.227EDGE OF ASPHALT SC 207397454.223EDGE OF ASPHALT POC 207407454.159EDGE OF ASPHALT POC 207417454.095EDGE OF ASPHALT EC 207427453.865EDGE OF ASPHALT SC 207437453.764EDGE OF ASPHALT POC 207447453.542EDGE OF ASPHALT POC 207457453.549EDGE OF ASPHALT EC 207467453.574EDGE OF ASPHALT 207477453.589EDGE OF ASPHALT 207487453.580EDGE OF ASPHALT 207497453.567EDGE OF ASPHALT 207507453.631EDGE OF ASPHALT207517453.646EDGE OF ASPHALT207527453.618EDGE OF ASPHALT 207537453.602EDGE OF ASPHALT 207547453.561EDGE OF ASPHALT 207557453.552EDGE OF ASPHALT 207567453.634EDGE OF ASPHALT 207577453.804EDGE OF ASPHALT SC 207587453.912EDGE OF ASPHALT POC 207597454.040EDGE OF ASPHALT POC 207607454.093EDGE OF ASPHALT POC 207617454.102EDGE OF ASPHALT EC 207627454.145EDGE OF ASPHALT 207637454.089EDGE OF ASPHALT 207647454.120EDGE OF ASPHALT 207657454.080EDGE OF ASPHALT 207667453.932EDGE OF ASPHALT 207677453.792EDGE OF ASPHALT 207687453.541EDGE OF ASPHALT 207697453.227EDGE OF ASPHALT 207707452.997EDGE OF ASPHALT 207717452.887EDGE OF ASPHALT SC 207727452.849EDGE OF ASPHALT POC 207737452.833EDGE OF ASPHALT POC 207747452.817EDGE OF ASPHALT EC 207757452.843EDGE OF ASPHALT 207767452.823EDGE OF ASPHALT E 207787452.679EDGE OF ASPHALT 207797452.702EDGE OF ASPHALT 207807452.716EDGE OF ASPHALT SC 207817452.708EDGE OF ASPHALT POC 207827452.675EDGE OF ASPHALT POC 207837452.621EDGE OF ASPHALT EC E 207847452.965WATER VALVE 207857454.268FIRE HYDRANT 207867452.769UG WATER LINE B 207877452.891UG ELECT. LINE B 207887452.901UG ELECT. LINE 207897452.980UG ELECT. LINE 207907453.076UG WATER LINE UGW1 B 207917452.454UG WATER LINE E 207927453.492UG ELECT. LINE 207937453.590UG ELECT. LINE 207947453.851UG ELECT. LINE 207957454.023UG WATER LINE 207967453.946UG ELECT. LINE 207977454.082UG ELECT. LINE 207987454.127UG ELECT. LINE 207997454.086UG ELECT. LINE 208007454.271UG ELECT. LINE 208017454.052UG ELECT. LINE 208027454.144UG ELECT. LINE 208037454.110UG ELECT. LINE 208047454.038UG ELECT. LINE 208057453.958UG ELECT. LINE 208067453.859UG ELECT. LINE 208077453.599UG ELECT. LINE 208087453.543UG ELECT. LINE 208097453.521UG ELECT. LINE 208107453.559UG WATER LINE 208117453.502UG ELECT. LINE 208127453.387UG ELECT. LINE 208137453.343UG ELECT. LINE 208147453.764UG ELECT. LINE 208157453.905UG ELECT. LINE 208167453.957UG ELECT. LINE 208177454.132UG ELECT. LINE 208187454.123UG ELECT. LINE 208197454.182UG ELECT. LINE 208207453.970UG ELECT. LINE 208217453.953UG ELECT. LINE 208227453.795UG ELECT. LINE 208237453.795UG ELECT. LINE 208247453.479UG ELECT. LINE 208257453.561UG ELECT. LINE 208267453.502UG ELECT. LINE 208277453.504UG ELECT. LINE 208287453.266UG ELECT. LINE E 208297453.039EDGE OF ASPHALT B 208307453.185EDGE OF ASPHALT 208317453.350EDGE OF ASPHALT 208327453.380EDGE OF ASPHALT 208337453.465 EDGE OF ASPHALT 208347453.589EDGE OF ASPHALT 208357453.689EDGE OF ASPHALT 20836 7454.333UG WATER LINE E 208377453.758EDGE OF ASPHALT SC 208387453.832EDGE OF ASPHALT POC 208397453.871EDGE OF ASPHALT POC 208407453.841EDGE OF ASPHALT POC 208417453.870EDGE OF ASPHALT POC 208427453.813EDGE OF ASPHALT EC 208437453.597EDGE OF ASPHALT SC 208447453.545EDGE OF ASPHALT POC 208457453.372EDGE OF ASPHALT POC 208467453.305EDGE OF ASPHALT POC 208477453.266EDGE OF ASPHALT EC 208487453.287EDGE OF ASPHALT 208497453.481EDGE OF ASPHALT SC 208507453.760EDGE OF ASPHALT POC 208517453.849EDGE OF ASPHALT POC 208527453.835EDGE OF ASPHALT EC 208537453.818EDGE OF ASPHALT 208547453.649EDGE OF ASPHALT 208557453.430EDGE OF ASPHALT SC 208567453.223EDGE OF ASPHALT POC 208577452.973EDGE OF ASPHALT POC 208587452.831EDGE OF ASPHALT EC E 208597453.615UG TELEPHONE MARKER B 208607453.825UG TELEPHONE MARKER 208617453.825UG TELEPHONE MARKER 208627453.972UG TELEPHONE MARKER 208637453.701UG TELEPHONE MARKER 208647453.546UG TELEPHONE MARKER 208657453.569UG TELEPHONE MARKER 208667453.758UG TELEPHONE MARKER E 208677454.103WATER VALVE 208687453.926EDGE OF CONCRETE SC B 208697454.055WATER VALVE 208707453.617WATER VALVE 208717454.026WATER VALVE 208727454.026WATER VALVE D 208747453.599STORM DRAIN MANHOLE STMM1 STMM8 B S 208757453.397SAN. SEWER MANHOLE SAMM B 208767453.816EDGE OF CONCRETE POC208777453.791EDGE OF CONCRETE EC 208787453.720EDGE OF CONCRETE 208797453.479EDGE OF CONCRETE SC 208807453.407EDGE OF CONCRETE POC 208817453.301EDGE OF CONCRETE POC 208827453.222EDGE OF CONCRETE POC 208837453.112EDGE OF CONCRETE POC 208847453.039EDGE OF CONCRETE POC 208857452.983EDGE OF CONCRETE EC E 208867453.931EDGE OF CONCRETE B SC 208877453.902EDGE OF CONCRETE POC 208887453.894EDGE OF CONCRETE POC 208897453.910EDGE OF CONCRETE POC 208907453.875EDGE OF CONCRETE EC 208917454.029EDGE OF CONCRETE 208927454.291EDGE OF CONCRETE 208937454.002EDGE OF CONCRETE 208947453.944EDGE OF CONCRETE 208957454.400EDGE OF CONCRETE EOC1 B 208967453.944EDGE OF CONCRETE 208977454.549EDGE OF CONCRETE R 208987454.521EDGE OF CONCRETE SC 208997454.689EDGE OF CONCRETE POC 209007454.829EDGE OF CONCRETE POC 209017454.955EDGE OF CONCRETE POC 209027455.163EDGE OF CONCRETE POC 209037455.354EDGE OF CONCRETE POC 209047455.051EDGE OF CONCRETE B 209057454.865EDGE OF CONCRETE SC 209067454.848EDGE OF CONCRETE POC 209077454.864EDGE OF CONCRETE POC 209087454.963EDGE OF CONCRETE EC 209097455.018EDGE OF CONCRETE SC 209107455.210EDGE OF CONCRETE POC 209117455.391EDGE OF CONCRETE POC 209127455.643EDGE OF CONCRETE POC 209137456.044EDGE OF CONCRETE EC E 209147455.743EDGE OF CONCRETE POC 209157456.144EDGE OF CONCRETE EC E 209167454.297AREA DRAIN STMM1 E 209177454.456GRADE BREAK B 209187454.445GRADE BREAK 209197454.473GRADE BREAK R 209207454.845EDGE OF CONCRETE B 209217454.164EDGE OF CONCRETE SC 209227453.978EDGE OF CONCRETE POC 209237453.823EDGE OF CONCRETE POC 209247453.702EDGE OF CONCRETE POC 209257453.641EDGE OF CONCRETE POC 209267453.593EDGE OF CONCRETE EC 209277453.593EDGE OF CONCRETE E 209287454.922UG ELECT. LINE B E 209297454.488ELECTRIC BOX UGE 209307454.753UG ELECT. LINE 209317454.423LIGHT POLE UGE 209327453.825UG ELECT. LINE 209337453.862LIGHT POLE UGE 209347453.826UG ELECT. LINE 209357453.622UG ELECT. LINE UGE1 B E 209367454.489ELECTRIC BOX UGE1 E 209377453.753LIGHT POLE UGE E C 209387454.794COMM BOX UGT B 209397453.993UG TELEPHONE MARKER 209407453.737UG TELEPHONE MARKER E 209417457.057" MISC. TREE 209427457.453" MISC. TREE 209437456.546" MISC. TREE 209447457.615" MISC. TREE 209457457.609" MISC. TREE 209467457.626" MISC. TREE 209477459.266" MISC. TREE 209487459.770" MISC. TREE 209497460.233" MISC. TREE 209507457.073BUILDING CORNER 209517456.966BUILDING CORNER E 209527456.929EDGE OF CONCRETE B 209537456.672EDGE OF CONCRETE 209547456.679EDGE OF CONCRETE 209557456.804EDGE OF CONCRETE E 209577457.073BUILDING CORNER B 209587457.073BUILDING CORNER 209597457.073BUILDING CORNER 209607457.073BUILDING CORNER E 209617454.319UG ELECT. LINE B209627454.252UG ELECT. LINE 209637453.980UG ELECT. LINE 209647453.554UG ELECT. LINE 209657453.244UG ELECT. LINE E 209677454.941UG TELEPHONE MARKER B 209687456.057UG TELEPHONE MARKER 209697454.726UG TELEPHONE MARKER 209707454.588UG TELEPHONE MARKER 209717454.146UG TELEPHONE MARKER 209727454.184UG TELEPHONE MARKER 209737454.794UG TELEPHONE MARKER E 209747456.845" MISC. TREE 209757456.621" MISC. TREE 209767457.488" MISC. TREE 209777457.699" MISC. TREE 209787457.715" MISC. TREE 209797457.819" MISC. TREE 209807457.546" MISC. TREE 209817457.073EDGE OF BRICK B 209827456.831EDGE OF BRICK E 209837456.732EDGE OF BRICK B H2.0 V0 209847456.808EDGE OF BRICK H2.0 V0 209857457.034EDGE OF BRICK H2.0 V0 209867457.151EDGE OF BRICK H2.0 V0 209877457.134EDGE OF BRICK H2.0 V0 209887457.158EDGE OF BRICK H2.0 V0 209897457.073EDGE OF BRICK H2.0 V0 209907457.103EDGE OF BRICK H2.0 V0 209917456.920EDGE OF BRICK H2.0 V0 209927456.775EDGE OF BRICK H2.0 V0 209937456.781EDGE OF BRICK E H2.0 V0 209947457.005EDGE OF BRICK B 209957457.088EDGE OF BRICK 209967457.015EDGE OF BRICK R FF ELEV. = 7457.07± 209987455.529WATER VALVE E 209997456.029ELECTRIC BOX UGE B 210007454.029UG ELECT. LINE E 210077451.254GRADE BREAK B 210087451.239GRADE BREAK 210097451.211GRADE BREAK R 210107451.136AREA DRAIN STMM8 E 210117451.631GRADE BREAK B 210127451.700GRADE BREAK 210137451.641GRADE BREAK R 210147451.563AREA DRAIN 210157453.363UG ELECT. LINE B 210167453.433UG ELECT. LINE 210177453.384UG ELECT. LINE 210187453.041UG ELECT. LINE 210197453.521UG ELECT. LINE B 210207453.487UG ELECT. LINE 210217453.376UG ELECT. LINE 210227452.980UG ELECT. LINE 210237452.060UG ELECT. LINE 210247452.012UG ELECT. LINE 210257449.384UG ELECT. LINE210267449.390UG ELECT. LINE 210277449.059UG ELECT. LINE 210287449.086UG ELECT. LINE 210297448.873UG ELECT. LINE 210307449.279UG ELECT. LINE 210317449.272UG ELECT. LINE E 210327448.901UG ELECT. LINE 210337449.277UG ELECT. LINE 210347449.277UG ELECT. LINE E 210357450.919UG ELECT. LINE B 210367450.969UG TELEPHONE MARKER B 210377448.573UG TELEPHONE MARKER210387448.602UG ELECT. LINE 210397448.145UG TELEPHONE MARKER 210407447.998UG ELECT. LINE 210417447.733UG ELECT. LINE 210427448.050UG ELECT. LINE 210437447.805UG ELECT. LINE 210447447.758UG TELEPHONE MARKER 210457447.403UG TELEPHONE MARKER E 210467447.344UG ELECT. LINE E 210477459.364GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 210487459.599GUTTER E H.92 V-.1 H-.21 V.48 H-.58 V.5210497459.599EDGE OF ASPHALT B 210507459.364EDGE OF ASPHALT 210517459.262EDGE OF ASPHALT 210527459.233EDGE OF ASPHALT E 210537461.211UG ELECT. LINE B 210547460.580UG ELECT. LINE 210557460.942UG ELECT. LINE 210567460.651UG ELECT. LINE 210577461.182UG ELECT. LINE 210587460.839UG ELECT. LINE 210597460.997UG ELECT. LINE 210607460.994UG ELECT. LINE 210617460.989UG ELECT. LINE 210627460.972UG ELECT. LINE 210637461.262UG ELECT. LINE 210647461.262UG ELECT. LINE 210657461.149UG ELECT. LINE 210667461.171UG ELECT. LINE 210677461.419UG ELECT. LINE 210687461.294UG ELECT. LINE 210727461.574" MISC. TREE 210737459.195" MISC. TREE210747459.144" MISC. TREE 210757461.175" MISC. TREE 210767461.953" MISC. TREE 210867458.113EDGE OF ASPHALT POC210877457.945EDGE OF ASPHALT POC 210887457.700EDGE OF ASPHALT POC 210897457.454EDGE OF ASPHALT POC 210907457.251EDGE OF ASPHALT POC 210917457.033EDGE OF ASPHALT POC 210927456.776EDGE OF ASPHALT POC 210937456.600EDGE OF ASPHALT POC 210947456.495EDGE OF ASPHALT POC 210957456.382EDGE OF ASPHALT POC 210967456.297EDGE OF ASPHALT EC210977456.301EDGE OF ASPHALT 210987456.287EDGE OF ASPHALT 210997456.279EDGE OF ASPHALT 211007456.279GRADE BREAK B 211017456.279GRADE BREAK 211027456.379GRADE BREAK 211037456.379GRADE BREAK CLS 211047456.231EDGE OF ASPHALT E 211057456.343GUTTER B 211067456.574GRADE BREAK B 211077456.681GRADE BREAK 211087456.366GUTTER 211097456.681GRADE BREAK E 211107456.681GRADE BREAK B 211117456.675GRADE BREAK 211127456.375GRADE BREAK E 211137456.373GUTTER 211147456.373GUTTER E 211167456.703EDGE OF ASPHALT SC 211177456.680EDGE OF ASPHALT POC 211187456.675EDGE OF ASPHALT POC 211197456.942EDGE OF ASPHALT POC 211207457.257EDGE OF ASPHALT POC 211467458.436GUTTER 211617457.227GUTTER POC H-.25 V.47 H-.58 V.5 POC H.42 V0 211627456.967GUTTER POC H-.25 V.47 H-.58 V.5 POC H.42 V0 211637456.753GUTTER POC H-.25 V.47 H-.58 V.5 POC H.42 V0 211647456.743GUTTER POC H-.25 V.47 H-.58 V.5 POC H.42 V0 211657456.740GUTTER EC H-.25 V.47 H-.58 V.5 POC H.42 V0 211777458.495EDGE OF CONCRETE POC H.5 V0211787458.281EDGE OF CONCRETE POC H.5 V0 211797458.097EDGE OF CONCRETE POC H.5 V0 211807457.849EDGE OF CONCRETE POC H.5 V0 211817457.668EDGE OF CONCRETE POC H.5 V0 211827457.426EDGE OF CONCRETE POC H.5 V0 211837457.214EDGE OF CONCRETE POC H.5 V0 211847457.005EDGE OF CONCRETE POC H.5 V0 211857456.868EDGE OF CONCRETE POC H.5 V0 211867456.780EDGE OF CONCRETE POC H.5 V0 211877456.716EDGE OF CONCRETE EC H.5 V0 211887456.699EDGE OF CONCRETE E H.5 V0211897456.708EDGE OF CONCRETE B 211907456.732EDGE OF CONCRETE E D 211917457.288STORM DRAIN MANHOLE STMM5 E 211927460.447BUILDING CORNER B 211937461.349BUILDING CORNER 211947468.013BUILDING CORNER 211957467.966BUILDING CORNER 211967466.502BUILDING CORNER BLDC4 B 211977464.772BUILDING CORNER BLDC1 B 211997464.772BUILDING CORNER 212007464.772BUILDING CORNER R 212047464.164BUILDING CORNER B 212057464.164BUILDING CORNER BLDC3 212067456.681BUILDING CORNER R 212077464.783NATURAL GROUND NZ212097464.783BUILDING CORNER E 212107466.502BUILDING CORNER 212117466.502BUILDING CORNER R 212127461.428BUILDING CORNER B 212137461.556BUILDING CORNER 212147461.556BUILDING CORNER R 212177456.231AREA DRAIN 212477461.050STONE WALL H1 V0 212487460.394STONE WALL H1 V0 212497459.526STONE WALL H1 V0 212507459.808STONE WALL H1 V0 212517458.398STONE WALL H1 V0 212527458.336STONE WALL E H1 V0 SD SD S D C B L C B L C B L C B L C B L C B L C B L C B L C B L S D UG E UGE U G E U G E U G E U G E U G E U G E W W W W W W W W W W W W W W W W W W W W W W W W W W UGE UGE UGE UGE UGE UGE UGE U G E U G E U G E U G E UG E SS SS SS SS SS SS SS SS SD S D S D S D S D S D S D S D SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D S D S D SD W UGE UGE W W W W W W W W W W W W W CB L CB L CBL CBL CBL SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD UG E CB L C B L C B L C B L CBL CBL CBL CBL CBL UGE UGE UGE U G E U G E UG E U G E U G E 200057467.416OVERHANG B 200067460.447BUILDING CORNER B 200077459.174BUILDING CORNER E 200087467.293OVERHANG 200097459.952BUILDING CORNER B 200107457.007BUILDING CORNER 200117457.007BUILDING CORNER E 200127457.007OVERHANG 200137457.007OVERHANG 200147467.315OVERHANG 200157467.228OVERHANG 200167467.346OVERHANG 200177467.270OVERHANG E 200187456.731BUILDING CORNER B 200197455.951BUILDING CORNER B 200207456.725BUILDING CORNER B 200217456.731BUILDING CORNER 200227456.731BUILDING CORNER R 200237455.951BUILDING CORNER 200247455.951BUILDING CORNER R 200257456.725BUILDING CORNER 200267456.725BUILDING CORNER R 200277455.854GRADE BREAK B 200287456.684GRADE BREAK 200297456.333GRADE BREAK CLS 200307455.412GRADE BREAK B 200317456.019GRADE BREAK 200327455.782GRADE BREAK CLS 200337456.759EDGE OF CONCRETE B SC 200347456.716EDGE OF CONCRETE POC 200357456.655EDGE OF CONCRETE POC 200367456.592EDGE OF CONCRETE POC 200377456.526EDGE OF CONCRETE EC 200387456.374EDGE OF CONCRETE SC 200397456.091EDGE OF CONCRETE POC 200407455.822EDGE OF CONCRETE POC 200417455.595EDGE OF CONCRETE POC 200427455.491EDGE OF CONCRETE EC 200437454.912EDGE OF CONCRETE E 200447454.470EDGE OF CONCRETE B 200457454.864EDGE OF CONCRETE 200467455.914EDGE OF CONCRETE200477455.888EDGE OF CONCRETE 200487455.930EDGE OF CONCRETE SC 200497455.963EDGE OF CONCRETE POC 200507456.021EDGE OF CONCRETE POC 200517456.070EDGE OF CONCRETE EC 200527456.464EDGE OF CONCRETE 200537460.100EDGE OF CONCRETE 200547460.309EDGE OF CONCRETE 200557460.593EDGE OF CONCRETE SC 200567460.680EDGE OF CONCRETE POC 200577460.743EDGE OF CONCRETE POC 200587460.992EDGE OF CONCRETE POC 200597460.970EDGE OF CONCRETE POC 200607460.990EDGE OF CONCRETE POC 200617461.010EDGE OF CONCRETE EC 200627461.059EDGE OF CONCRETE SC 200637461.105EDGE OF CONCRETE POC 200647461.115EDGE OF CONCRETE POC 200657461.078EDGE OF CONCRETE EC 200667460.993EDGE OF CONCRETE E 200677461.072EDGE OF CONCRETE B H.38 V0 200687460.917EDGE OF CONCRETE H.38 V0 200697460.590EDGE OF CONCRETE H.42 V0 200707459.151EDGE OF CONCRETE H.42 V0 200717456.953EDGE OF CONCRETE H.42 V0 200727456.443EDGE OF CONCRETE SC H.42 V0 200737456.397EDGE OF CONCRETE POC H.42 V0 200747456.251EDGE OF CONCRETE POC H.42 V0 200757456.060EDGE OF CONCRETE POC H.42 V0200767455.875EDGE OF CONCRETE POC H.42 V0 200777455.643EDGE OF CONCRETE POC H.42 V0 200787455.537EDGE OF CONCRETE POC H.42 V0 200797455.393EDGE OF CONCRETE POC H.42 V0 200807455.412EDGE OF CONCRETE EC H.42 V0 200817455.807EDGE OF CONCRETE H.42 V0 200827455.092EDGE OF CONCRETE H.42 V0 200837454.942EDGE OF CONCRETE H.42 V0 200847453.663EDGE OF CONCRETE H.42 V0 200857452.843EDGE OF CONCRETE B 200867453.447EDGE OF CONCRETE 200877453.586EDGE OF CONCRETE 200887453.455EDGE OF CONCRETE 200897453.488EDGE OF CONCRETE E 200907453.335TOP OF BANK B 200917453.143TOP OF BANK 200927453.043TOP OF BANK 200937452.637TOP OF BANK 200947452.653TOP OF BANK 200957452.814TOP OF BANK 200967453.081TOP OF BANK 200977453.281TOP OF BANK 200987453.083TOP OF BANK 200997452.820TOP OF BANK 201007452.988TOP OF BANK 201017452.972TOP OF BANK E 201027452.338TOE OF BANK B 201037451.042TOE OF BANK 201047450.134TOE OF BANK 201057449.296TOE OF BANK 201067448.746TOE OF BANK 201077447.942TOE OF BANK 201087447.529TOE OF BANK 201097447.083TOE OF BANK 201107446.013TOE OF BANK 201117445.703TOE OF BANK 201127445.789TOE OF BANK 201137445.683TOE OF BANK 201147446.008TOE OF BANK 201157445.815TOE OF BANK 201167445.965TOE OF BANK 201177446.390TOE OF BANK E 201187447.437EDGE OF ASPHALT B 201197447.227EDGE OF ASPHALT 201207448.569EDGE OF ASPHALT 201217448.527LIGHT POLE 201227449.360EDGE OF ASPHALT 201237451.235EDGE OF ASPHALT 201247451.893EDGE OF ASPHALT E 201257452.069SPOT GRADE PAV 201267451.985EDGE OF ASPHALT B 201277453.241EDGE OF ASPHALT 201287454.397EDGE OF ASPHALT 201297454.498LIGHT POLE 201307455.907EDGE OF ASPHALT 201317457.571EDGE OF ASPHALT 201327458.945EDGE OF ASPHALT E 201337457.730EDGE OF GRAVEL B EOG1 B 201347457.549EDGE OF GRAVEL 201357457.700EDGE OF GRAVEL 201367458.078EDGE OF GRAVEL SC 201377458.325EDGE OF GRAVEL POC 201387458.543EDGE OF GRAVEL POC 201397458.628EDGE OF GRAVEL POC 201407458.509EDGE OF GRAVEL EC 201417457.392EDGE OF GRAVEL E 201427458.347EDGE OF GRAVEL 201437458.874EDGE OF GRAVEL SC 201447459.238EDGE OF GRAVEL POC 201457459.348EDGE OF GRAVEL POC 201467459.346EDGE OF GRAVEL POC 201477459.140EDGE OF GRAVEL EC 201487457.806EDGE OF GRAVEL E 201497456.859GRADE BREAK B 201507456.799GRADE BREAK 201517456.740GRADE BREAK 201527456.792GRADE BREAK CLS 201537459.028EDGE OF CONCRETE B H.92 V-.1 H-.21 V.48 H-.58 V.5 201547459.326EDGE OF CONCRETE 201557459.471EDGE OF CONCRETE POC 201567459.613EDGE OF CONCRETE 201577459.737EDGE OF CONCRETE E H.92 V-.1 H-.21 V.48 H-.58 V.5 201587459.682EDGE OF CONCRETE B 201597460.623EDGE OF CONCRETE 201607460.705EDGE OF CONCRETE 201617460.252EDGE OF CONCRETE 201627460.218EDGE OF CONCRETE 201637460.611EDGE OF CONCRETE 201647460.500EDGE OF CONCRETE 201657459.868EDGE OF CONCRETE E 201667459.749GUTTER B 201677460.501GUTTER SC 201687460.572GUTTER POC 201697460.635GUTTER EC 201707460.975GUTTER E 201717460.306GUTTER SC B G1 B SC 201727460.357GUTTER POC 201737460.427GUTTER POC 201747460.558GUTTER POC 201757460.639GUTTER POC201767460.713GUTTER POC 201777460.726GUTTER EC 201787461.030GUTTER E 201797460.231GUTTER POC 201807460.132GUTTER EC 201817460.070GUTTER E 201827460.124GRADE BREAK B 201837460.139GRADE BREAK 201847460.171GRADE BREAK 201857460.187GRADE BREAK CLS 201867460.097GUTTER B SC 201877460.159GUTTER POC 201887460.198GUTTER POC 201897460.219GUTTER EC E G SC B 201907460.260GUTTER POC 201917460.316GUTTER POC 201927460.408GUTTER POC 201937460.463GUTTER POC 201947460.508GUTTER POC 201957460.515GUTTER EC 201967460.856GUTTER E 201977460.916GUTTER B 201987460.433GUTTER SC 201997460.395GUTTER POC202007460.375GUTTER EC 202017459.879GUTTER E 202027460.407GRADE BREAK B NZ 202037460.505GRADE BREAK NZ 202047460.529GRADE BREAK NZ 202057460.435GRADE BREAK CLS NZ 202067460.598GRADE BREAK B NZ 202077460.718GRADE BREAK NZ 202087460.745GRADE BREAK NZ 202097460.705GRADE BREAK CLS NZ 202107460.229EDGE OF CONCRETE B H.42 V0 202117461.017EDGE OF CONCRETE SC H.42 V0 202127461.021EDGE OF CONCRETE POC H.42 V0 202137461.032EDGE OF CONCRETE EC H.42 V0 202147460.955EDGE OF CONCRETE SC H.42 V0 GB B 202157461.043EDGE OF CONCRETE POC 202167461.065EDGE OF CONCRETE POC 202177461.179EDGE OF CONCRETE POC 202187461.311EDGE OF CONCRETE EC E 202197461.230EDGE OF CONCRETE B SC 202207461.221EDGE OF CONCRETE POC 202217461.232WATER VALVE 202227461.183EDGE OF CONCRETE POC 202237461.092EDGE OF CONCRETE POC 202247461.069EDGE OF CONCRETE EC H.42 V0 GB E 202257461.134EDGE OF CONCRETE SC H.42 V0202267461.119EDGE OF CONCRETE POC H.42 V0 202277461.114EDGE OF CONCRETE POC H.42 V0 202287460.998EDGE OF CONCRETE POC H.42 V0 202297460.953EDGE OF CONCRETE POC H.42 V0 202307460.866EDGE OF CONCRETE POC H.42 V0 202317460.851EDGE OF CONCRETE POC H.42 V0 202327460.551EDGE OF CONCRETE EC H.42 V0202337460.027EDGE OF CONCRETE GB B 202347460.247GRADE BREAK E 202357460.081EDGE OF CONCRETE GB B 202367460.229GRADE BREAK E 202377460.763EDGE OF CONCRETE SC H.42 V0 202387460.759EDGE OF CONCRETE POC H.42 V0 202397460.868EDGE OF CONCRETE POC H.42 V0 202407461.107EDGE OF CONCRETE EC E H.42 V0 202417460.581GUTTER B SC 202427460.446GUTTER POC 202437460.326GUTTER POC 202447460.306GUTTER EC E 202457460.730EDGE OF CONCRETE B SC 202467460.562EDGE OF CONCRETE POC 202477460.404EDGE OF CONCRETE POC 202487460.385EDGE OF CONCRETE POC 202497460.320EDGE OF CONCRETE POC 202507460.261EDGE OF CONCRETE EC 202517460.142EDGE OF CONCRETE SC 202527460.222EDGE OF CONCRETE POC 202537460.355EDGE OF CONCRETE POC 202547460.487EDGE OF CONCRETE POC 202557460.422EDGE OF CONCRETE EC 202567460.281EDGE OF CONCRETE 202577460.302EDGE OF CONCRETE 202587460.368EDGE OF CONCRETE SC 202597460.374EDGE OF CONCRETE POC 202607460.517EDGE OF CONCRETE POC 202617460.527EDGE OF CONCRETE POC 202627460.664EDGE OF CONCRETE POC 202637460.766EDGE OF CONCRETE EC 202647460.818EDGE OF CONCRETE 202727461.052EDGE OF CONCRETE B 202737461.396EDGE OF CONCRETE 202837461.519EDGE OF CONCRETE POC 202847461.522EDGE OF CONCRETE POC 202857461.228EDGE OF CONCRETE POC 202867461.175EDGE OF CONCRETE POC 202877461.065EDGE OF CONCRETE POC 202887461.000EDGE OF CONCRETE EC 202897461.091EDGE OF CONCRETE 202907461.060EDGE OF CONCRETE E 202917461.021ELECTRIC MANHOLE 202927461.033EDGE OF CONCRETE 202937461.041EDGE OF CONCRETE SC 202947461.185EDGE OF CONCRETE POC 202957461.166EDGE OF CONCRETE POC 202967461.020EDGE OF CONCRETE POC 202977460.926EDGE OF CONCRETE EC H.42 V0 GB B 202987460.852EDGE OF CONCRETE SC H.42 V0 202997460.853EDGE OF CONCRETE POC H.42 V0203007460.848EDGE OF CONCRETE EC H.42 V0 203017460.354EDGE OF CONCRETE E H.42 V0 203027460.797EDGE OF CONCRETE B 203037461.135EDGE OF CONCRETE SC 203047461.037EDGE OF CONCRETE POC 203057460.936EDGE OF CONCRETE EC 203067460.733EDGE OF CONCRETE B 203077460.758EDGE OF CONCRETE 203087460.707EDGE OF CONCRETE 203097460.700EDGE OF CONCRETE EOC E 203107460.681EDGE OF CONCRETE E EOC B H.42 V0 203117460.865EDGE OF CONCRETE SC H.42 V0 203127460.796EDGE OF CONCRETE POC H.42 V0 203137460.792EDGE OF CONCRETE POC H.42 V0 203147460.695EDGE OF CONCRETE EC H.42 V0 203157460.559EDGE OF CONCRETE H.42 V0 203167459.961EDGE OF CONCRETE GB 1 B 203177460.185GRADE BREAK 1 E 203187459.953EDGE OF CONCRETE GB 1 B 203197460.159GRADE BREAK 1 E 203207460.663EDGE OF CONCRETE SC H.42 V0 203217460.698EDGE OF CONCRETE POC H.42 V0 203227460.824EDGE OF CONCRETE POC H.42 V0203237460.858EDGE OF CONCRETE POC H.42 V0 203247460.937EDGE OF CONCRETE POC H.42 V0203257460.947EDGE OF CONCRETE POC H.42 V0 203267460.963EDGE OF CONCRETE EC H.42 V0 203277460.874EDGE OF CONCRETE SC H.42 V0 GB E 203287460.882EDGE OF CONCRETE POC 203297461.076SPOT GRADE PAV 203307461.076EDGE OF CONCRETE EC 203317460.792EDGE OF CONCRETE E 203407460.988EDGE OF CONCRETE H.42 V0 203417461.085EDGE OF CONCRETE SC H.42 V0 203427460.967EDGE OF CONCRETE POC H.42 V0 203437460.883EDGE OF CONCRETE POC H.42 V0 203447460.859EDGE OF CONCRETE POC H.42 V0 203457460.715EDGE OF CONCRETE POC H.42 V0 203467460.691EDGE OF CONCRETE EC H.42 V0 203477460.733EDGE OF CONCRETE E H.42 V0 203487460.236GUTTER SC B 203497460.377GUTTER POC 203507460.397GUTTER POC 203517460.357GUTTER EC 203527460.175GUTTER 203537460.129GUTTER E 203547460.119GUTTER B 203557460.202GUTTER SC 203567460.303GUTTER POC 203577460.410GUTTER POC 203587460.481GUTTER POC 203597460.548GUTTER POC 203607460.667GUTTER EC 203617460.713GUTTER 203707461.227ROAD CL POC 203717461.031ROAD CL POC 203727460.910ROAD CL POC 203737460.726ROAD CL POC 203747460.569ROAD CL POC 203757460.514ROAD CL POC 203767460.661ROAD CL POC 203777460.881ROAD CL EC E D 203787451.709STORM DRAIN MANHOLE STMM5 B 203797444.585AREA DRAIN STMM5 203807444.557EDGE OF CONCRETE CIR 203817444.616EDGE OF CONCRETE 203827444.628EDGE OF CONCRETE 203837449.685AREA DRAIN STMM5 203847456.693AREA DRAIN STMM5 D 203857460.363STORM DRAIN MANHOLE STMM5 E 7457.91 NOMATCH STIV 203877460.269AREA DRAIN203887460.277GRADE BREAK B 203897460.283GRADE BREAK 203907460.300GRADE BREAK 203917460.286GRADE BREAK CLS D 203927460.541STORM DRAIN MANHOLE STMM4 B STMM5 B 203937459.387AREA DRAIN 203947459.417GRADE BREAK B 203957459.389GRADE BREAK 203967459.390GRADE BREAK 203977459.447GRADE BREAK CLS7456.69 NOMATCH STIV 203997460.023AREA DRAIN STMM4 E 204007460.083AREA DRAIN STMM7 B 204067461.553LIGHT POLE 204077461.262LIGHT POLE 204087461.306LIGHT POLE D 204097460.525STORM DRAIN MANHOLE STMM5 STMM7 E 204107461.056LIGHT POLE 204117460.903WATER VALVE 204127465.266FIRE HYDRANT 204137461.211LIGHT POLE 204147459.852GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 204157459.233GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 204167459.252GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 204177459.262GUTTER E H.92 V-.1 H-.21 V.48 H-.58 V.5 20418 7459.599GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 204197459.436 GUTTER SC H.92 V-.1 H-.21 V.48 H-.58 V.5 204207459.426GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204217459.417GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5204227459.418 GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204237459.385GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204247459.623GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204257459.786GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204267459.863GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204277459.943GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204287460.092GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204297460.311GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204307460.385GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204317460.460GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204327460.522GUTTER EC H.92 V-.1 H-.21 V.48 H-.58 V.5 204337460.874GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 204347461.015GUTTER E H.92 V-.1 H-.21 V.48 H-.58 V.5 204357460.969" MISC. TREE 204367461.143" MISC. TREE 204377457.231GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 204387457.149GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 204397456.725GUTTER SC H.92 V-.1 H-.21 V.48 H-.58 V.5 204407456.750GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204417456.686GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5204427456.670GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204437456.725GUTTER EC H.92 V-.1 H-.21 V.48 H-.58 V.5 204447457.800GUTTER SC H.92 V-.1 H-.21 V.48 H-.58 V.5 204457457.896GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204467457.881GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204477457.825GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204487457.804GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204497457.758GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204507457.681GUTTER EC H.92 V-.1 H-.21 V.48 H-.58 V.5 204517457.360GUTTER CLS H.92 V-.1 H-.21 V.48 H-.58 V.5 204527457.564LIGHT POLE 204537453.227GUTTER B 204547453.418EDGE OF CONCRETE B 204557453.249EDGE OF CONCRETE B 204567452.533EDGE OF CONCRETE 204577452.298GUTTER 204587452.558EDGE OF CONCRETE 204597451.892EDGE OF CONCRETE E 204607451.768GUTTER E 204617452.022EDGE OF CONCRETE E 204627453.218EDGE OF CONCRETE SC B 204637453.392EDGE OF CONCRETE POC 204647453.114EDGE OF CONCRETE POC 204657453.089EDGE OF CONCRETE POC 204667453.096EDGE OF CONCRETE POC 204677453.112EDGE OF CONCRETE EC 204687452.959EDGE OF CONCRETE SC204697452.885EDGE OF CONCRETE POC 204707452.827EDGE OF CONCRETE POC 204717452.844EDGE OF CONCRETE POC 204727452.987EDGE OF CONCRETE EC CLSE204737453.092ELECTRIC BOX /KEY PAD GARAGE 204747453.220EDGE OF CONCRETE B 204757454.470EDGE OF CONCRETE E 204767453.219GUTTER B 204777454.470GUTTER E 204787456.759EDGE OF CONCRETE B 204797456.926EDGE OF CONCRETE 204807456.892EDGE OF CONCRETE204817456.892EDGE OF CONCRETE204827456.892EDGE OF CONCRETE 204837456.689EDGE OF CONCRETE 204847456.689EDGE OF CONCRETE 204857456.638EDGE OF CONCRETE20486 7456.638EDGE OF CONCRETE 204877456.670EDGE OF CONCRETE 204887456.672EDGE OF CONCRETE 204897456.671EDGE OF CONCRETE 204907456.699EDGE OF CONCRETE 204917456.724EDGE OF CONCRETE 204927457.032EDGE OF CONCRETE E 204937467.270OVERHANG B 204947468.089OVERHANG E 204957457.007BUILDING CORNER B 204967468.089BUILDING CORNER 204977464.287NATURAL GROUND NZ 204987465.808NATURAL GROUND NZ 204997464.287BUILDING CORNER 205007466.125BUILDING CORNER 205017448.943GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 205027448.825GUTTER 205047448.757GUTTER POC 205057448.819 GUTTER 205067449.177GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205077449.094GUTTER CLS H.92 V-.1 H-.21 V.48 H-.58 V.5 205087449.329LIGHT POLE 205097447.437EDGE OF ASPHALT B 205107448.230EDGE OF ASPHALT 205117448.435EDGE OF ASPHALT 205127448.946EDGE OF ASPHALT 205137449.262EDGE OF ASPHALT 205147448.989EDGE OF ASPHALT 205157449.201EDGE OF ASPHALT 205167449.094EDGE OF ASPHALT 205177449.030EDGE OF ASPHALT 205187449.274EDGE OF ASPHALT 205197450.222EDGE OF ASPHALT 205207450.476EDGE OF ASPHALT 205217450.969EDGE OF ASPHALT 205227451.167EDGE OF ASPHALT 205237451.250EDGE OF ASPHALT 205247452.213EDGE OF ASPHALT 205257452.686EDGE OF ASPHALT 205267453.186EDGE OF ASPHALT 205277453.816EDGE OF ASPHALT 205287454.440EDGE OF ASPHALT 205297454.718EDGE OF ASPHALT 205307454.899EDGE OF ASPHALT 205317455.142EDGE OF ASPHALT 205327455.309EDGE OF ASPHALT 205337455.483EDGE OF ASPHALT E 205347455.389EDGE OF ASPHALT B 205357455.281EDGE OF ASPHALT 205367455.204EDGE OF ASPHALT 205377455.031EDGE OF ASPHALT 205387454.532EDGE OF ASPHALT 205397453.055EDGE OF ASPHALT 205407452.690EDGE OF ASPHALT 205417452.474EDGE OF ASPHALT 205427452.248EDGE OF ASPHALT 205437451.822EDGE OF ASPHALT 205447451.283EDGE OF ASPHALT 205457450.910EDGE OF ASPHALT E 205467450.898GUTTER B H-.92 V-.1 H.21 V.48 H.58 V.5 205477450.787GUTTER H-.92 V-.1 H.21 V.48 H.58 V.5 205487450.787GUTTER E H-.92 V-.1 H.21 V.48 H.58 V.5 205497450.542GUTTER B H-.92 V-.1 H.21 V.48 H.58 V.5 205507450.731GUTTER H-.92 V-.1 H.21 V.48 H.58 V.5 205517450.744GUTTER H-.92 V-.1 H.21 V.48 H.58 V.5 205527449.832GUTTER H-.92 V-.1 H.21 V.48 H.58 V.5 205537450.178GUTTER E H-.92 V-.1 H.21 V.48 H.58 V.5 205547447.909LIGHT POLE 205557451.905LIGHT POLE 205567455.483NATURAL GROUND NZ 0.75 205577453.235GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 205587453.181GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205597452.254GUTTER 205617452.343GUTTER POC 205627452.064GUTTER 205637452.177GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205647451.550GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205657446.974GUTTER E H.92 V-.1 H-.21 V.48 H-.58 V.5 205667450.990LIGHT POLE 205677456.425OVERHANG B 205687456.459OVERHANG E 205697446.280GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 205707446.308GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205717446.719GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205727449.814GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205737450.178GUTTER E H.92 V-.1 H-.21 V.48 H-.58 V.5 205747445.899EDGE OF CONCRETE B FF ELEV. = 7445.52± 205767445.413EDGE OF CONCRETE B 205777445.578EDGE OF CONCRETE EOC2 B 205787445.505EDGE OF CONCRETE 205797445.564EDGE OF CONCRETE 205807445.591EDGE OF CONCRETE 205817448.452EDGE OF CONCRETE 205827448.174EDGE OF CONCRETE 205837445.879EDGE OF CONCRETE EOC E 205847445.579EDGE OF CONCRETE E EOC1 205857445.624EDGE OF CONCRETE 205867445.593EDGE OF CONCRETE205877445.593EDGE OF CONCRETE 205887445.595EDGE OF CONCRETE FF ELEV. = 7445.55± 205907445.537EDGE OF CONCRETE CLS 205927445.391GRADE BREAK B 205937445.443GRADE BREAK 205947445.513GRADE BREAK 205957445.539GRADE BREAK CLS 205967445.499EDGE OF CONCRETE B 205977445.613EDGE OF CONCRETE E 205987456.670EDGE OF CONCRETE E 205997455.335NATURAL GROUND NZ 206007455.336NATURAL GROUND NZ 206017455.335BUILDING CORNER 206027455.336BUILDING CORNER206037455.336BUILDING CORNER 206047455.321BUILDING CORNER 206057455.321BUILDING CORNER 206067455.321BUILDING CORNER 206077455.321BUILDING CORNER 206087455.738BUILDING CORNER E /CONTINUES UNDERGROUND 206097453.607SIGN 206107453.877SIGN 206117454.025SIGN 206127453.920SIGN 206137454.283SIGN 206147454.747SIGN 206157456.472" MISC. TREE 206167453.033" MISC. TREE 206177453.750" MISC. TREE 206187453.395" MISC. TREE 206197450.027" MISC. TREE 206207449.354" MISC. TREE 206217449.780" MISC. TREE 206227452.823" MISC. TREE 206237451.346" MISC. TREE 206247452.785" MISC. TREE 206257453.986LIGHT POLE 206267454.121LIGHT POLE 206277453.574LIGHT POLE 206287453.633LIGHT POLE 206297454.271LIGHT POLE 206307453.566LIGHT POLE 206317454.289" MISC. TREE 206327454.439" MISC. TREE 206337454.295" MISC. TREE 206347454.187" MISC. TREE 206367453.497EDGE OF CONCRETE CIR 206377453.497EDGE OF CONCRETE 206387453.509EDGE OF CONCRETE 206397453.600EDGE OF CONCRETE B 206407453.627EDGE OF CONCRETE 206417453.596EDGE OF CONCRETE R 206427466.125BUILDING CORNER 206437466.125BUILDING CORNER 206447443.531AREA DRAIN TRENCH B 206457443.643AREA DRAIN TRENCH E 206467456.873CONC. WALL B H.67 V0 206477456.860CONC. WALL H.67 V0 206487456.799CONC. WALL H.67 V0 206497456.547CONC. WALL H.67 V0 206517457.077WOOD FENCE B 206527456.871EDGE OF BRICK B 206537456.872EDGE OF BRICK 206547456.795EDGE OF BRICK 206557456.782EDGE OF BRICK 206567456.865EDGE OF BRICK 206577456.883EDGE OF BRICK 206587456.673EDGE OF BRICK 206597456.868WOOD FENCE 206607457.098WOOD FENCE 206617457.006EDGE OF BRICK 206627457.134EDGE OF BRICK206637457.132WOOD FENCE 206647456.959WOOD FENCE 206657456.851EDGE OF BRICK 206667457.077EDGE OF BRICK 206677457.074WOOD FENCE 206687457.278EDGE OF BRICK EOB1 B206697457.206WOOD FENCE 206707457.095WOOD FENCE 206717457.175EDGE OF BRICK 206727456.947EDGE OF BRICK CLS206737456.947WOOD FENCE E 206747458.333" MISC. TREE 206757458.331" MISC. TREE 206767458.274" MISC. TREE 206777458.112" MISC. TREE 206787457.224" MISC. TREE 206797456.733UG ELECT. LINE B 206807456.693UG ELECT. LINE206817456.713UG ELECT. LINE 206827456.653UG ELECT. LINE 206837452.747UG ELECT. LINE 206847452.109UG ELECT. LINE E 206857455.373EDGE OF CONCRETE B 206867455.389EDGE OF CONCRETE 206877455.397EDGE OF CONCRETE 206887455.199EDGE OF CONCRETE SC 206897455.123EDGE OF CONCRETE POC 206907454.887EDGE OF CONCRETE POC 206917454.502EDGE OF CONCRETE POC 206927454.184EDGE OF CONCRETE POC 206937453.926NATURAL GROUND 206947453.931EDGE OF CONCRETE B SC 206957453.926EDGE OF CONCRETE EC E 206967454.175EDGE OF CONCRETE POC 206977454.388EDGE OF CONCRETE POC 206987454.538EDGE OF CONCRETE POC 206997454.849EDGE OF CONCRETE POC 207007455.117NATURAL GROUND 207017455.117EDGE OF CONCRETE POC 207027455.117EDGE OF CONCRETE POC 207037455.832EDGE OF CONCRETE EC 207047455.991EDGE OF CONCRETE 207057456.334EDGE OF CONCRETE SC 207067456.689EDGE OF CONCRETE POC 207077456.861EDGE OF CONCRETE POC 207087456.951EDGE OF CONCRETE EC 207097457.037EDGE OF CONCRETE 207107457.014EDGE OF CONCRETE 207117456.965EDGE OF CONCRETE SC 207127456.890EDGE OF CONCRETE POC 207137456.812EDGE OF BRICK 207147456.796EDGE OF BRICK 207157457.175EDGE OF BRICK E 207167457.083EDGE OF CONCRETE POC 207177456.577EDGE OF CONCRETE POC 207187456.344EDGE OF CONCRETE POC 207197455.969EDGE OF CONCRETE POC 207207455.702EDGE OF CONCRETE POC 207217454.856NATURAL GROUND 207227455.417EDGE OF CONCRETE POC 207237455.117NATURAL GROUND 207247455.283NATURAL GROUND 207257455.383EDGE OF CONCRETE POC 207267455.373EDGE OF CONCRETE EC E 207277455.146" MISC. TREE 207287455.227" MISC. TREE 207297454.989" MISC. TREE 207307454.742" MISC. TREE 207317454.524" MISC. TREE 207327453.479EDGE OF ASPHALT SC B 207337453.731EDGE OF ASPHALT POC207347453.829EDGE OF ASPHALT POC 207357453.856EDGE OF ASPHALT POC 207367453.873EDGE OF ASPHALT EC 207377454.105EDGE OF ASPHALT 207387454.227EDGE OF ASPHALT SC 207397454.223EDGE OF ASPHALT POC 207407454.159EDGE OF ASPHALT POC 207417454.095EDGE OF ASPHALT EC 207427453.865EDGE OF ASPHALT SC 207437453.764EDGE OF ASPHALT POC 207447453.542EDGE OF ASPHALT POC 207457453.549EDGE OF ASPHALT EC 207467453.574EDGE OF ASPHALT 207477453.589EDGE OF ASPHALT 207487453.580EDGE OF ASPHALT 207497453.567EDGE OF ASPHALT 207507453.631EDGE OF ASPHALT207517453.646EDGE OF ASPHALT207527453.618EDGE OF ASPHALT 207537453.602EDGE OF ASPHALT 207547453.561EDGE OF ASPHALT 207557453.552EDGE OF ASPHALT 207567453.634EDGE OF ASPHALT 207577453.804EDGE OF ASPHALT SC 207587453.912EDGE OF ASPHALT POC 207597454.040EDGE OF ASPHALT POC 207607454.093EDGE OF ASPHALT POC 207617454.102EDGE OF ASPHALT EC 207627454.145EDGE OF ASPHALT 207637454.089EDGE OF ASPHALT 207647454.120EDGE OF ASPHALT 207657454.080EDGE OF ASPHALT 207667453.932EDGE OF ASPHALT 207677453.792EDGE OF ASPHALT 207687453.541EDGE OF ASPHALT 207697453.227EDGE OF ASPHALT 207707452.997EDGE OF ASPHALT 207717452.887EDGE OF ASPHALT SC 207727452.849EDGE OF ASPHALT POC 207737452.833EDGE OF ASPHALT POC 207747452.817EDGE OF ASPHALT EC 207757452.843EDGE OF ASPHALT 207767452.823EDGE OF ASPHALT E 207787452.679EDGE OF ASPHALT 207797452.702EDGE OF ASPHALT 207807452.716EDGE OF ASPHALT SC 207817452.708EDGE OF ASPHALT POC 207827452.675EDGE OF ASPHALT POC 207837452.621EDGE OF ASPHALT EC E 207847452.965WATER VALVE 207857454.268FIRE HYDRANT 207867452.769UG WATER LINE B 207877452.891UG ELECT. LINE B 207887452.901UG ELECT. LINE 207897452.980UG ELECT. LINE 207907453.076UG WATER LINE UGW1 B 207917452.454UG WATER LINE E 207927453.492UG ELECT. LINE 207937453.590UG ELECT. LINE 207947453.851UG ELECT. LINE 207957454.023UG WATER LINE 207967453.946UG ELECT. LINE 207977454.082UG ELECT. LINE 207987454.127UG ELECT. LINE 207997454.086UG ELECT. LINE 208007454.271UG ELECT. LINE 208017454.052UG ELECT. LINE 208027454.144UG ELECT. LINE 208037454.110UG ELECT. LINE 208047454.038UG ELECT. LINE 208057453.958UG ELECT. LINE 208067453.859UG ELECT. LINE 208077453.599UG ELECT. LINE 208087453.543UG ELECT. LINE 208097453.521UG ELECT. LINE 208107453.559UG WATER LINE 208117453.502UG ELECT. LINE 208127453.387UG ELECT. LINE 208137453.343UG ELECT. LINE 208147453.764UG ELECT. LINE 208157453.905UG ELECT. LINE 208167453.957UG ELECT. LINE 208177454.132UG ELECT. LINE 208187454.123UG ELECT. LINE 208197454.182UG ELECT. LINE 208207453.970UG ELECT. LINE 208217453.953UG ELECT. LINE 208227453.795UG ELECT. LINE 208237453.795UG ELECT. LINE 208247453.479UG ELECT. LINE 208257453.561UG ELECT. LINE 208267453.502UG ELECT. LINE 208277453.504UG ELECT. LINE 208287453.266UG ELECT. LINE E 208297453.039EDGE OF ASPHALT B 208307453.185EDGE OF ASPHALT 208317453.350EDGE OF ASPHALT 208327453.380EDGE OF ASPHALT 208337453.465 EDGE OF ASPHALT 208347453.589EDGE OF ASPHALT 208357453.689EDGE OF ASPHALT 20836 7454.333UG WATER LINE E 208377453.758EDGE OF ASPHALT SC 208387453.832EDGE OF ASPHALT POC 208397453.871EDGE OF ASPHALT POC 208407453.841EDGE OF ASPHALT POC 208417453.870EDGE OF ASPHALT POC 208427453.813EDGE OF ASPHALT EC 208437453.597EDGE OF ASPHALT SC 208447453.545EDGE OF ASPHALT POC 208457453.372EDGE OF ASPHALT POC 208467453.305EDGE OF ASPHALT POC 208477453.266EDGE OF ASPHALT EC 208487453.287EDGE OF ASPHALT 208497453.481EDGE OF ASPHALT SC 208507453.760EDGE OF ASPHALT POC 208517453.849EDGE OF ASPHALT POC 208527453.835EDGE OF ASPHALT EC 208537453.818EDGE OF ASPHALT 208547453.649EDGE OF ASPHALT 208557453.430EDGE OF ASPHALT SC 208567453.223EDGE OF ASPHALT POC 208577452.973EDGE OF ASPHALT POC 208587452.831EDGE OF ASPHALT EC E 208597453.615UG TELEPHONE MARKER B 208607453.825UG TELEPHONE MARKER 208617453.825UG TELEPHONE MARKER 208627453.972UG TELEPHONE MARKER 208637453.701UG TELEPHONE MARKER 208647453.546UG TELEPHONE MARKER 208657453.569UG TELEPHONE MARKER 208667453.758UG TELEPHONE MARKER E 208677454.103WATER VALVE 208687453.926EDGE OF CONCRETE SC B 208697454.055WATER VALVE 208707453.617WATER VALVE 208717454.026WATER VALVE 208727454.026WATER VALVE D 208747453.599STORM DRAIN MANHOLE STMM1 STMM8 B S 208757453.397SAN. SEWER MANHOLE SAMM B 208767453.816EDGE OF CONCRETE POC208777453.791EDGE OF CONCRETE EC 208787453.720EDGE OF CONCRETE 208797453.479EDGE OF CONCRETE SC 208807453.407EDGE OF CONCRETE POC 208817453.301EDGE OF CONCRETE POC 208827453.222EDGE OF CONCRETE POC 208837453.112EDGE OF CONCRETE POC 208847453.039EDGE OF CONCRETE POC 208857452.983EDGE OF CONCRETE EC E 208867453.931EDGE OF CONCRETE B SC 208877453.902EDGE OF CONCRETE POC 208887453.894EDGE OF CONCRETE POC 208897453.910EDGE OF CONCRETE POC 208907453.875EDGE OF CONCRETE EC 208917454.029EDGE OF CONCRETE 208927454.291EDGE OF CONCRETE 208937454.002EDGE OF CONCRETE 208947453.944EDGE OF CONCRETE 208957454.400EDGE OF CONCRETE EOC1 B 208967453.944EDGE OF CONCRETE 208977454.549EDGE OF CONCRETE R 208987454.521EDGE OF CONCRETE SC 208997454.689EDGE OF CONCRETE POC 209007454.829EDGE OF CONCRETE POC 209017454.955EDGE OF CONCRETE POC 209027455.163EDGE OF CONCRETE POC 209037455.354EDGE OF CONCRETE POC 209047455.051EDGE OF CONCRETE B 209057454.865EDGE OF CONCRETE SC 209067454.848EDGE OF CONCRETE POC 209077454.864EDGE OF CONCRETE POC 209087454.963EDGE OF CONCRETE EC 209097455.018EDGE OF CONCRETE SC 209107455.210EDGE OF CONCRETE POC 209117455.391EDGE OF CONCRETE POC 209127455.643EDGE OF CONCRETE POC 209137456.044EDGE OF CONCRETE EC E 209147455.743EDGE OF CONCRETE POC 209157456.144EDGE OF CONCRETE EC E 209167454.297AREA DRAIN STMM1 E 209177454.456GRADE BREAK B 209187454.445GRADE BREAK 209197454.473GRADE BREAK R 209207454.845EDGE OF CONCRETE B 209217454.164EDGE OF CONCRETE SC 209227453.978EDGE OF CONCRETE POC 209237453.823EDGE OF CONCRETE POC 209247453.702EDGE OF CONCRETE POC 209257453.641EDGE OF CONCRETE POC 209267453.593EDGE OF CONCRETE EC 209277453.593EDGE OF CONCRETE E 209287454.922UG ELECT. LINE B E 209297454.488ELECTRIC BOX UGE 209307454.753UG ELECT. LINE 209317454.423LIGHT POLE UGE 209327453.825UG ELECT. LINE 209337453.862LIGHT POLE UGE 209347453.826UG ELECT. LINE 209357453.622UG ELECT. LINE UGE1 B E 209367454.489ELECTRIC BOX UGE1 E 209377453.753LIGHT POLE UGE E C 209387454.794COMM BOX UGT B 209397453.993UG TELEPHONE MARKER 209407453.737UG TELEPHONE MARKER E 209417457.057" MISC. TREE 209427457.453" MISC. TREE 209437456.546" MISC. TREE 209447457.615" MISC. TREE 209457457.609" MISC. TREE 209467457.626" MISC. TREE 209477459.266" MISC. TREE 209487459.770" MISC. TREE 209497460.233" MISC. TREE 209507457.073BUILDING CORNER 209517456.966BUILDING CORNER E 209527456.929EDGE OF CONCRETE B 209537456.672EDGE OF CONCRETE 209547456.679EDGE OF CONCRETE 209557456.804EDGE OF CONCRETE E 209577457.073BUILDING CORNER B 209587457.073BUILDING CORNER 209597457.073BUILDING CORNER 209607457.073BUILDING CORNER E 209617454.319UG ELECT. LINE B209627454.252UG ELECT. LINE 209637453.980UG ELECT. LINE 209647453.554UG ELECT. LINE 209657453.244UG ELECT. LINE E 209677454.941UG TELEPHONE MARKER B 209687456.057UG TELEPHONE MARKER 209697454.726UG TELEPHONE MARKER 209707454.588UG TELEPHONE MARKER 209717454.146UG TELEPHONE MARKER 209727454.184UG TELEPHONE MARKER 209737454.794UG TELEPHONE MARKER E 209747456.845" MISC. TREE 209757456.621" MISC. TREE 209767457.488" MISC. TREE 209777457.699" MISC. TREE 209787457.715" MISC. TREE 209797457.819" MISC. TREE 209807457.546" MISC. TREE 209817457.073EDGE OF BRICK B 209827456.831EDGE OF BRICK E 209837456.732EDGE OF BRICK B H2.0 V0 209847456.808EDGE OF BRICK H2.0 V0 209857457.034EDGE OF BRICK H2.0 V0 209867457.151EDGE OF BRICK H2.0 V0 209877457.134EDGE OF BRICK H2.0 V0 209887457.158EDGE OF BRICK H2.0 V0 209897457.073EDGE OF BRICK H2.0 V0 209907457.103EDGE OF BRICK H2.0 V0 209917456.920EDGE OF BRICK H2.0 V0 209927456.775EDGE OF BRICK H2.0 V0 209937456.781EDGE OF BRICK E H2.0 V0 209947457.005EDGE OF BRICK B 209957457.088EDGE OF BRICK 209967457.015EDGE OF BRICK R FF ELEV. = 7457.07± 209987455.529WATER VALVE E 209997456.029ELECTRIC BOX UGE B 210007454.029UG ELECT. LINE E 210077451.254GRADE BREAK B 210087451.239GRADE BREAK 210097451.211GRADE BREAK R 210107451.136AREA DRAIN STMM8 E 210117451.631GRADE BREAK B 210127451.700GRADE BREAK 210137451.641GRADE BREAK R 210147451.563AREA DRAIN 210157453.363UG ELECT. LINE B 210167453.433UG ELECT. LINE 210177453.384UG ELECT. LINE 210187453.041UG ELECT. LINE 210197453.521UG ELECT. LINE B 210207453.487UG ELECT. LINE 210217453.376UG ELECT. LINE 210227452.980UG ELECT. LINE 210237452.060UG ELECT. LINE 210247452.012UG ELECT. LINE 210257449.384UG ELECT. LINE210267449.390UG ELECT. LINE 210277449.059UG ELECT. LINE 210287449.086UG ELECT. LINE 210297448.873UG ELECT. LINE 210307449.279UG ELECT. LINE 210317449.272UG ELECT. LINE E 210327448.901UG ELECT. LINE 210337449.277UG ELECT. LINE 210347449.277UG ELECT. LINE E 210357450.919UG ELECT. LINE B 210367450.969UG TELEPHONE MARKER B 210377448.573UG TELEPHONE MARKER210387448.602UG ELECT. LINE 210397448.145UG TELEPHONE MARKER 210407447.998UG ELECT. LINE 210417447.733UG ELECT. LINE 210427448.050UG ELECT. LINE 210437447.805UG ELECT. LINE 210447447.758UG TELEPHONE MARKER 210457447.403UG TELEPHONE MARKER E 210467447.344UG ELECT. LINE E 210477459.364GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 210487459.599GUTTER E H.92 V-.1 H-.21 V.48 H-.58 V.5210497459.599EDGE OF ASPHALT B 210507459.364EDGE OF ASPHALT 210517459.262EDGE OF ASPHALT 210527459.233EDGE OF ASPHALT E 210537461.211UG ELECT. LINE B 210547460.580UG ELECT. LINE 210557460.942UG ELECT. LINE 210567460.651UG ELECT. LINE 210577461.182UG ELECT. LINE 210587460.839UG ELECT. LINE 210597460.997UG ELECT. LINE 210607460.994UG ELECT. LINE 210617460.989UG ELECT. LINE 210627460.972UG ELECT. LINE 210637461.262UG ELECT. LINE 210647461.262UG ELECT. LINE 210657461.149UG ELECT. LINE 210667461.171UG ELECT. LINE 210677461.419UG ELECT. LINE 210687461.294UG ELECT. LINE 210727461.574" MISC. TREE 210737459.195" MISC. TREE210747459.144" MISC. TREE 210757461.175" MISC. TREE 210767461.953" MISC. TREE 210867458.113EDGE OF ASPHALT POC210877457.945EDGE OF ASPHALT POC 210887457.700EDGE OF ASPHALT POC 210897457.454EDGE OF ASPHALT POC 210907457.251EDGE OF ASPHALT POC 210917457.033EDGE OF ASPHALT POC 210927456.776EDGE OF ASPHALT POC 210937456.600EDGE OF ASPHALT POC 210947456.495EDGE OF ASPHALT POC 210957456.382EDGE OF ASPHALT POC 210967456.297EDGE OF ASPHALT EC210977456.301EDGE OF ASPHALT 210987456.287EDGE OF ASPHALT 210997456.279EDGE OF ASPHALT 211007456.279GRADE BREAK B 211017456.279GRADE BREAK 211027456.379GRADE BREAK 211037456.379GRADE BREAK CLS 211047456.231EDGE OF ASPHALT E 211057456.343GUTTER B 211067456.574GRADE BREAK B 211077456.681GRADE BREAK 211087456.366GUTTER 211097456.681GRADE BREAK E 211107456.681GRADE BREAK B 211117456.675GRADE BREAK 211127456.375GRADE BREAK E 211137456.373GUTTER 211147456.373GUTTER E 211167456.703EDGE OF ASPHALT SC 211177456.680EDGE OF ASPHALT POC 211187456.675EDGE OF ASPHALT POC 211197456.942EDGE OF ASPHALT POC 211207457.257EDGE OF ASPHALT POC 211467458.436GUTTER 211617457.227GUTTER POC H-.25 V.47 H-.58 V.5 POC H.42 V0 211627456.967GUTTER POC H-.25 V.47 H-.58 V.5 POC H.42 V0 211637456.753GUTTER POC H-.25 V.47 H-.58 V.5 POC H.42 V0 211647456.743GUTTER POC H-.25 V.47 H-.58 V.5 POC H.42 V0 211657456.740GUTTER EC H-.25 V.47 H-.58 V.5 POC H.42 V0 211777458.495EDGE OF CONCRETE POC H.5 V0211787458.281EDGE OF CONCRETE POC H.5 V0 211797458.097EDGE OF CONCRETE POC H.5 V0 211807457.849EDGE OF CONCRETE POC H.5 V0 211817457.668EDGE OF CONCRETE POC H.5 V0 211827457.426EDGE OF CONCRETE POC H.5 V0 211837457.214EDGE OF CONCRETE POC H.5 V0 211847457.005EDGE OF CONCRETE POC H.5 V0 211857456.868EDGE OF CONCRETE POC H.5 V0 211867456.780EDGE OF CONCRETE POC H.5 V0 211877456.716EDGE OF CONCRETE EC H.5 V0 211887456.699EDGE OF CONCRETE E H.5 V0211897456.708EDGE OF CONCRETE B 211907456.732EDGE OF CONCRETE E D 211917457.288STORM DRAIN MANHOLE STMM5 E 211927460.447BUILDING CORNER B 211937461.349BUILDING CORNER 211947468.013BUILDING CORNER 211957467.966BUILDING CORNER 211967466.502BUILDING CORNER BLDC4 B 211977464.772BUILDING CORNER BLDC1 B 211997464.772BUILDING CORNER 212007464.772BUILDING CORNER R 212047464.164BUILDING CORNER B 212057464.164BUILDING CORNER BLDC3 212067456.681BUILDING CORNER R 212077464.783NATURAL GROUND NZ212097464.783BUILDING CORNER E 212107466.502BUILDING CORNER 212117466.502BUILDING CORNER R 212127461.428BUILDING CORNER B 212137461.556BUILDING CORNER 212147461.556BUILDING CORNER R 212177456.231AREA DRAIN 212477461.050STONE WALL H1 V0 212487460.394STONE WALL H1 V0 212497459.526STONE WALL H1 V0 212507459.808STONE WALL H1 V0 212517458.398STONE WALL H1 V0 212527458.336STONE WALL E H1 V0 SD SD S D C B L C B L C B L C B L C B L C B L C B L C B L C B L S D UG E UGE U G E U G E U G E U G E U G E U G E W W W W W W W W W W W W W W W W W W W W W W W W W W UGE UGE UGE UGE UGE UGE UGE U G E U G E U G E U G E EXI S T I N G P A T I O EXI S T I N G P A T I O BOULDER WALL P5 P6 P6 P6 P4 P4 P1 P4 P4 P1 BOLLARD LIGHT (TYP.) REF LIGHTING PLAN P2 P6 P1 P5 P5 MATCH TO EXISTING PATH L3 . 3 P M 1 P5 P5 L3 . 8 1 P M L3 . 8 1 P M P2 P5 P5 P4 P4 P2 P2 P5 P5 9'- 2 1 4" 8'-2 " 1 6 ' 9'-8 1 8" Cu s t o m Bo u l d e r 1 125" Cu s t o m Bo u l d e r 2 3' - 1 5 8"4'-7 1 8" 7'- 61 8" 4'-9 3 8" 8 ' 5' 24" 44" 55" P7 P7 CUSTOM CLIMBING FEATURES BY IDS, REF L3.51 PM - L3.59 SI M L3.22 PM 2 L3 . 2 2 P M 2 L3 . 2 2 P M 4 L3 . 2 2 P M 4 L3 . 2 2 P M 2 1 8 ' - 0 " 2 4 ' - 0 " 1 8 ' - 0 " 9 ' - 0 " 1 0 ' - 0 " 9 ' - 0 " 10'-0 " 10'- 0 " 1919 19 ' - 1 " 2.0 % 5.0% 8.0% 2 . 0 % 2.5% 2.8 % 2.5 % 5. 0 % 5.0% 4.7% 5 . 0 % 2. 0 % 8 . 0 % 3.8 % 212077464.783 NATURAL GROUND NZ 5 5 ' - 1 0 " 9'-0 "5'-0 " 5'-0 " 1 2 3 38 37 36 35 34 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 32 33GAR A G E ENT R A N C E PRO P O S E D S H A R E D ROA D PLANTER WALLS 24" TALL TERRACED SEATING W E S T B E A V E R C R E E K B L V D . BOBS PLACE PATIO PAVER PATH TO MATCH THE PEDESTRIAN MALL LODGE AT AVON CENTER AVON TOWN HALL PROPOSED BUILDING AV O N P E D E S T R I A N M A L L PR O P E R T Y L I N E SE T B A C K L I N E SETB A C K L I N E SET B A C K L I N E PRO P E R T Y L I N E EAS E M E N T L I N E EAS E M E N T L I N E PROP E R T Y L I N E PAT I O PAT I O PAT I O PAT I O COMMERCIAL PATIO GARAGE BELOW GARAGE BELOW +FFE 57.07 +FFE 56.34 +(54) FFE 55.8+ 54.54+ + 54.55 +(56.60) +(61) DECORATIVE PANELS GUARDRAILS AROUND HOT TUB AREA FFE 57.5+ FFE 57.5+ +(61) +56.72 +57.5 +59 +57.5 +(56.62) +(61) +56.47 +(61) +(61) EAS E M E N T L I N E PRO P E R T Y L I N E UTIL I T Y E A S E M E N T L I N E EAS E M E N T L I N E EAS E M E N T L I N E SET B A C K L I N E PROP E R T Y L I N E +(61) FFE 57.5+ +56.47 57.5+ +FFE 55.8 +FFE 55.8 +FFE 55.8 +FFE 55.8 (53.96)++55.8 +55.8 + (53.5) 55.8+ +59.74 +(61) +57.5 +57.5 +57.5 57.5+ +60.9 SYNTHETIC TURF TW 59.5+ TW 59.5+ +TW 59.5 +TW 59.5 +TW 59.5 +TW 59.5 +TW 59.5 +TW 59.5 +TW 59.5 TW 59.5+ TW 59.5+ +TW 59.5 +TW 59.5 TW 59.5+ TW 59.5+ +TW 59.5 +TW 59.5 +TW 61 TW 61+ LE T T U C E S H E D L A N E DECORATIVE PANELS DECORATIVE PANELS ROOF OVERHANG ROOF OVERHANG PROPOSED LOT 3 ROOF OVERHANG GARAGE BELOW ROOF OVERHANG 57.5+ L O A D I N G Z O N E FDC ACCESS 39 PAT I O PLANTER WALLS 24" TALL + 54.20 54.70+ + 54.20 TRASH DUMPSTERS COMMERCIAL PATIO TRANSPLANT 5 EXISTING SHUBERT CHOKECHERRY +TW 59.5 ROOF OVERHANG ENTRANCE PLAZA +60.9 +60.9 +TW 59.5 12'x8' +TW 59.5 12'x8' 12'x8' B I K E L A N E B I K E L A N E GATES INTO HOT TUB AREA +60 +60 SPA LIFT CONDENSERS GENERATOR TRANSFORMERS 2 1 ' - 4 " UTIL I T Y E A S E M E N T L I N E 2 0 ' - 0 " 8 ' - 0 " 11'-1 1 " 6'-7 " 7 ' - 0 " 6'-2" 5'-8 " 10 ' - 9 " 14'-0" 6'- 0 " 7'- 1 0 " 6'-0" 6' - 1 " 10 ' - 2 " 32 ' - 6 " 24 ' - 0 " 9'-8" 25'-6 " 4'-1" 7 ' - 0 " 18'-6 " 1 2 ' - 3 " 18'-0 " 1 2 ' - 4 " 8'-9" 8 ' - 3 " 5'-0 " 5 ' - 0 " 7'-0 " 24'- 5 " 7 ' - 4 " 10'-5" 6 ' - 1 0 " 5 ' - 2 " 1 1 ' - 5 " 1 1 ' - 6 " 6 ' - 7 " 1 0 ' - 0 " 8 ' - 0 " 8'-1 "8'-2 " Symbol Key Botanical Common Name QTY Size Spacing Notes Shrubs Eac Euonymus alatus "Compactus' Dwarf Burning Bush 4 Layout to be approved by R.L.A. prior to installation and planting5 gal.Varies Rw Rosa woodsii Woods' Rose 7 Varies Layout to be approved by R.L.A. prior to installation and planting5 gal. Aar Amelanchier alnifolia 'Regent' Regent Serviceberry 9 Varies Layout to be approved by R.L.A. prior to installation and planting5 gal. So Symphoricarpos oreophilus Mountain Snowberry 9 Layout to be approved by R.L.A. prior to installation and planting5 gal.Varies Jc Juniperus communis Common Juniper 1 Layout to be approved by R.L.A. prior to installation and planting5 gal.Varies Csaf Cornus sericea 'Arctic Fire' Arctic Fire Dogwood 9 Varies Layout to be approved by R.L.A. prior to installation and planting5 gal. Spn Salix purpurea nana Arctic Willow 15 Layout to be approved by R.L.A. prior to installation and planting5 gal.Varies Cakf Calamagrostis acutiflora 'Karl Forester' Feather Reed Grass Symbol Key Botanical Common Name QTY Size Spacing Notes Ornamental Grasses Layout to be approved by R.L.A. prior to installation and planting 30BgBouteloua gracilis Blue Grama Grass 1 gal.Layout to be approved by R.L.A. prior to installation and planting 5 gal. Varies Varies103 Fg Festuca glauca Blue Fescue Layout to be approved by R.L.A. prior to installation and planting1 gal.Varies21 Hs Helioctotrichon sempervirens Blue Avena Grass Layout to be approved by R.L.A. prior to installation and planting5 gal.Varies48 Rnw Rosa 'Nearly Wild' Nearly Wild Rose 15 Varies5 gal. Csb Cornus sericea "Baileyi' Bailey Redtwig Dogwood 4 5 gal.Varies Ral Ribes alpinum Alpine Currant 3 Varies5 gal. Pt Populus tremuloides Quaking Aspen 7 2.5" cal. as shown PLANTING PLAN SCHEDULE Symbol Key Botanical Common Name QTY Size Spacing Notes Trees single stem Ppbe Picea pungens 'Baby Blue Eyes" Baby Blue Eyes Spruce 3 8' ht. as shown Ag Acer ginnala 'Flame'Amur Maple 1 10' ht as shown Multi- stem B&B Clump Perennials Mixed Species (See Sun/Part Sun Perennial List) 3,364 SF Symbol Common Name Total Area Container Size 1 gal. Spacing 15" OC QTY 1,121 Groundcover Symbol Common Name Total Area Material / Product Depth / Rate Supplier Shady Perennials (See Shady Perennial List) 1 gal.15" OC801 SF 270 Native Seed 6,614 SF 50% Low grow Mix 50% Rocky Mtn. Wildflower Mix 1 lbs/ 1000 sf Arkansas Valley Seed Athw Acer tataricum 'Hot Wings' Hot Wings Tatarian Maple 4 2.5" cal. as shown single stem REMOVED EXISTING TREES- 17 TREES PRESERVED EXISTING TREES- 15 TREES PERENNIAL PLANT LIST: BOTANICAL NAME COMMON NAME Aster alpinus Alpine Aster Alcea rosea 'Single Mix'Single Mix Hollyhock Aquilegia coerulea Rocky Mountain Columbine Aquilegia 'White Star'White Star Columbine Campanula persicifolia Peach-Leaved Bellflower Delphinium grandiflorum 'Butterfly'Dwarf Blue Larkspur Geranium 'Johnson's Blue'JOHNSON'S BLUE GERANIUM Heliopsis helanthoides 'Tuscan Sun'TUSCAN SUNFLOWER Hemerocallis 'Autumn Red'RED DAYLILY Leucanthemum x superbum SHASTA DAISY Liatris spicata 'Kobold'GAYFEATHER Lupinus pernnia SUNDIAL LUPINE Monarda didyma 'Pardon My Cerise'RED BEE BALM Penstemon eatonii FIRECRACKER PENSTEMON Penstemon strictus ROCKY MOUNTAIN PENSTEMON Salvia nemorosa 'Blue Marvel'BLUE MARVEL SALVIA SHADY PERENNIAL PLANT LIST: BOTANICAL NAME COMMON NAME Astilbe x arendsii ASTILBE 'FANAL' Bergenia cordifolia HEARTLEAF SAXIFRAGE Heuchera hybrid PRIMO 'PEACHBERRY ICE' CORAL BELLS Heuchera hybrid DOLCE 'SILVER GUMDROP' CORAL BELLS 7 Heuchera pulchella SANDIA MTN.CORAL BELLS Hosta hybrid 'AUGUST MOON' HOSTA Hosta hybrid 'AUTUMN FROST' HOSTA Hosta hybrid 'BLUE ANGEL HOSTA Hosta hybrid 'EMPRESS WU' HOSTA Hosta hybrid 'WHEEE!' HOSTA Ligularia hybrid 'BOTTLE ROCKET' LIGULARIA Matteuccia pennsylvanica OSTRICH FERN Ophiopogan planiscapus BLACK MONDOGRASS Tiarella 'Cutting Edge''CUTTING EDGE' FOAMFLOWER DECORATIVE PARASOLEIL PERFORATED SCREENS (3'X4') = 441 LF CONCRETE UNIT PAVERS, PAVESTONE PLAZA STONE SERIES, 3"x6"x60mm, 4"x6"x60mm, 6"x6"x60mm, 6"x9"x60mm, and 9"x11"x60mm, IN COLORS 50% SIERRA BLEND AND 50% 3 TONE BROWN, PLAZA I, II, AND GIANT RANDOM PATTERN. PROVIDE PAVESTONE POLYSAND POLYMERIC JOINT SAND IN COLOR TAN. - 16,735 SF STANDARD "GRAY" CONCRETE SLAB ON GRADE - 1,870 SF ASPHALT PAVING- 13,003 SF STAMPED CONCRETE HOT TUB DECK-BUTTERFIELD COLOR- GILPIN'S FALL BRIDGE PLANT- WALNUT COLOR - 1,056 SF APPROXIMATE LINE OF DISTURBANCE CROSSWALK MATERIAL HATCHES SYNTHETIC TURF - 872 SF RIVER ROCK - 422 SF SCALE: 1"=20' 0 10' 20' 40' 7.20.080- MIXED-USE AND COMMERCIAL DISTRICT PURPOSE STATEMENTS THE SUMMIT - SITE COVERAGE DIAGRAM © 2025 Zehren and Associates, Inc. ZEHREN AND ASSOCIATES, INC. ARCHITECTURE PLANNING INTERIORS LANDSCAPE ARCHITECTURE PO Box 1976, Avon Colorado P. (970) 949-0257 www.zehren.com THE SUMMIT APARTMENTS - TOWN COUNCIL PACKAGE 01.13.26 12 UG E SS SS SS SS S D S D S D S D S D S D S D SD SD SD SD SD SD SD S D S D SD UGE W W W W W W W SD SD SD SD SD SD SD SD SD SD SD SD SD UG E CB L C B L C B L C B L U G E UG E U G E U G E U G E UG E 200057467.416OVERHANG B 200067460.447BUILDING CORNER B 200077459.174BUILDING CORNER E 200087467.293OVERHANG 200097459.952BUILDING CORNER B 200107457.007BUILDING CORNER 200117457.007BUILDING CORNER E 200127457.007OVERHANG 200137457.007OVERHANG 200147467.315OVERHANG 200157467.228OVERHANG 200167467.346OVERHANG 200177467.270OVERHANG E 200187456.731BUILDING CORNER B 200197455.951BUILDING CORNER B 200207456.725BUILDING CORNER B 200217456.731BUILDING CORNER 200227456.731BUILDING CORNER R 200237455.951BUILDING CORNER 200247455.951BUILDING CORNER R 200257456.725BUILDING CORNER 200267456.725BUILDING CORNER R 200277455.854GRADE BREAK B 200287456.684GRADE BREAK 200297456.333GRADE BREAK CLS 200307455.412GRADE BREAK B 200317456.019GRADE BREAK 200327455.782GRADE BREAK CLS 200337456.759EDGE OF CONCRETE B SC 200347456.716EDGE OF CONCRETE POC 200357456.655EDGE OF CONCRETE POC 200367456.592EDGE OF CONCRETE POC 200377456.526EDGE OF CONCRETE EC 200387456.374EDGE OF CONCRETE SC 200397456.091EDGE OF CONCRETE POC 200407455.822EDGE OF CONCRETE POC 200417455.595EDGE OF CONCRETE POC 200427455.491EDGE OF CONCRETE EC 200437454.912EDGE OF CONCRETE E 200447454.470EDGE OF CONCRETE B 200457454.864EDGE OF CONCRETE 200467455.914EDGE OF CONCRETE200477455.888EDGE OF CONCRETE 200487455.930EDGE OF CONCRETE SC 200497455.963EDGE OF CONCRETE POC 200507456.021EDGE OF CONCRETE POC 200517456.070EDGE OF CONCRETE EC 200527456.464EDGE OF CONCRETE 200537460.100EDGE OF CONCRETE 200547460.309EDGE OF CONCRETE 200557460.593EDGE OF CONCRETE SC 200567460.680EDGE OF CONCRETE POC 200577460.743EDGE OF CONCRETE POC 200587460.992EDGE OF CONCRETE POC 200597460.970EDGE OF CONCRETE POC 200607460.990EDGE OF CONCRETE POC 200617461.010EDGE OF CONCRETE EC 200627461.059EDGE OF CONCRETE SC 200637461.105EDGE OF CONCRETE POC 200647461.115EDGE OF CONCRETE POC 200657461.078EDGE OF CONCRETE EC 200667460.993EDGE OF CONCRETE E 200677461.072EDGE OF CONCRETE B H.38 V0 200687460.917EDGE OF CONCRETE H.38 V0 200697460.590EDGE OF CONCRETE H.42 V0 20070 7459.151EDGE OF CONCRETE H.42 V0 20071 7456.953EDGE OF CONCRETE H.42 V0 200727456.443EDGE OF CONCRETE SC H.42 V0 200737456.397EDGE OF CONCRETE POC H.42 V0 200747456.251EDGE OF CONCRETE POC H.42 V0 200757456.060EDGE OF CONCRETE POC H.42 V0200767455.875EDGE OF CONCRETE POC H.42 V0 200777455.643EDGE OF CONCRETE POC H.42 V0 200787455.537EDGE OF CONCRETE POC H.42 V0 200797455.393EDGE OF CONCRETE POC H.42 V0 200807455.412EDGE OF CONCRETE EC H.42 V0 200817455.807EDGE OF CONCRETE H.42 V0 200827455.092EDGE OF CONCRETE H.42 V0 200837454.942EDGE OF CONCRETE H.42 V0 200847453.663EDGE OF CONCRETE H.42 V0 201207448.569EDGE OF ASPHALT 201217448.527LIGHT POLE 201227449.360 EDGE OF ASPHALT 201237451.235EDGE OF ASPHALT 201247451.893EDGE OF ASPHALT E 201257452.069SPOT GRADE PAV 201267451.985EDGE OF ASPHALT B 201277453.241EDGE OF ASPHALT 201287454.397EDGE OF ASPHALT 201297454.498LIGHT POLE 201307455.907EDGE OF ASPHALT 201657459.868EDGE OF CONCRETE E 20197 7460.916GUTTER B 202017459.879GUTTER E 202547460.487EDGE OF CONCRETE POC 202557460.422EDGE OF CONCRETE EC 202567460.281EDGE OF CONCRETE 202577460.302EDGE OF CONCRETE 202587460.368EDGE OF CONCRETE SC 202597460.374EDGE OF CONCRETE POC 202607460.517EDGE OF CONCRETE POC 202617460.527EDGE OF CONCRETE POC 202627460.664EDGE OF CONCRETE POC 202637460.766EDGE OF CONCRETE EC 202647460.818EDGE OF CONCRETE 202657461.137EDGE OF CONCRETE SC 202667461.055EDGE OF CONCRETE POC 202677461.034EDGE OF CONCRETE POC 202687461.023EDGE OF CONCRETE EC 202697461.004EDGE OF CONCRETE 202707461.084EDGE OF CONCRETE 202717461.091EDGE OF CONCRETE E 202727461.052EDGE OF CONCRETE B 202737461.396EDGE OF CONCRETE 202747461.415EDGE OF CONCRETE SC 202757461.415EDGE OF CONCRETE POC 202767461.466EDGE OF CONCRETE POC 202777461.490EDGE OF CONCRETE EC 202787461.486EDGE OF CONCRETE E 202797461.560EDGE OF CONCRETE B 202807461.572 EDGE OF CONCRETE SC 202817461.516EDGE OF CONCRETE POC 202827461.499EDGE OF CONCRETE POC 202837461.519EDGE OF CONCRETE POC 202847461.522EDGE OF CONCRETE POC 202857461.228EDGE OF CONCRETE POC 202867461.175EDGE OF CONCRETE POC 202877461.065EDGE OF CONCRETE POC 202887461.000EDGE OF CONCRETE EC 202897461.091EDGE OF CONCRETE 202907461.060EDGE OF CONCRETE E 202917461.021ELECTRIC MANHOLE 20292 7461.033EDGE OF CONCRETE 202937461.041EDGE OF CONCRETE SC 202947461.185EDGE OF CONCRETE POC 202957461.166EDGE OF CONCRETE POC 202967461.020EDGE OF CONCRETE POC 202977460.926EDGE OF CONCRETE EC H.42 V0 GB B 203017460.354EDGE OF CONCRETE E H.42 V0 203027460.797EDGE OF CONCRETE B 203037461.135EDGE OF CONCRETE SC 203047461.037EDGE OF CONCRETE POC 203057460.936EDGE OF CONCRETE EC 203067460.733EDGE OF CONCRETE B 203077460.758EDGE OF CONCRETE 203087460.707EDGE OF CONCRETE 203097460.700EDGE OF CONCRETE EOC E 203107460.681EDGE OF CONCRETE E EOC B H.42 V0 203117460.865EDGE OF CONCRETE SC H.42 V0 203127460.796EDGE OF CONCRETE POC H.42 V0 203137460.792EDGE OF CONCRETE POC H.42 V0 203287460.882EDGE OF CONCRETE POC 203297461.076SPOT GRADE PAV 203307461.076EDGE OF CONCRETE EC 203317460.792EDGE OF CONCRETE E 203327461.412EDGE OF CONCRETE B 203337461.390EDGE OF CONCRETE 203347461.351EDGE OF CONCRETE 203357461.365EDGE OF CONCRETE H.42 V0 203367461.356EDGE OF CONCRETE SC H.42 V0 203377461.338 EDGE OF CONCRETE POC H.42 V0 203387461.337EDGE OF CONCRETE POC H.42 V0 203397461.118 EDGE OF CONCRETE EC H.42 V0 203407460.988EDGE OF CONCRETE H.42 V0 203417461.085EDGE OF CONCRETE SC H.42 V0 203427460.967EDGE OF CONCRETE POC H.42 V0 203437460.883EDGE OF CONCRETE POC H.42 V0 203447460.859EDGE OF CONCRETE POC H.42 V0 203457460.715EDGE OF CONCRETE POC H.42 V0 203467460.691EDGE OF CONCRETE EC H.42 V0 203477460.733EDGE OF CONCRETE E H.42 V0 203497460.377GUTTER POC 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TREE 204367461.143" MISC. TREE 204377457.231GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 204387457.149GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 204397456.725GUTTER SC H.92 V-.1 H-.21 V.48 H-.58 V.5 204407456.750GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204417456.686GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5204427456.670GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204437456.725GUTTER EC H.92 V-.1 H-.21 V.48 H-.58 V.5 204447457.800GUTTER SC H.92 V-.1 H-.21 V.48 H-.58 V.5 204457457.896 GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204467457.881GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204477457.825GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204487457.804GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204497457.758GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204507457.681GUTTER EC H.92 V-.1 H-.21 V.48 H-.58 V.5 204517457.360GUTTER CLS H.92 V-.1 H-.21 V.48 H-.58 V.5 204527457.564LIGHT POLE 204537453.227GUTTER B 20454 7453.418EDGE OF CONCRETE B 204557453.249EDGE OF CONCRETE B 204567452.533EDGE OF CONCRETE 204577452.298GUTTER 204587452.558EDGE OF CONCRETE 204597451.892EDGE OF CONCRETE E 204607451.768GUTTER E 204617452.022EDGE OF CONCRETE E 204627453.218EDGE OF CONCRETE SC B 204637453.392EDGE OF CONCRETE POC 204647453.114EDGE OF CONCRETE POC 204657453.089EDGE OF CONCRETE POC 204667453.096EDGE OF CONCRETE POC 204677453.112EDGE OF CONCRETE EC 204687452.959EDGE OF CONCRETE SC204697452.885EDGE OF CONCRETE POC 204707452.827EDGE OF CONCRETE POC 204717452.844EDGE OF CONCRETE POC 204727452.987EDGE OF CONCRETE EC CLSE204737453.092ELECTRIC BOX /KEY PAD GARAGE 204747453.220EDGE OF CONCRETE B 204757454.470EDGE OF CONCRETE E 204767453.219GUTTER B 204777454.470GUTTER E 204787456.759EDGE OF CONCRETE B 204797456.926EDGE OF CONCRETE 204807456.892EDGE OF CONCRETE204817456.892EDGE OF CONCRETE204827456.892EDGE OF CONCRETE 204837456.689EDGE OF CONCRETE 204847456.689EDGE OF CONCRETE 204857456.638EDGE OF CONCRETE204867456.638EDGE OF CONCRETE 204877456.670EDGE OF CONCRETE 204887456.672EDGE OF CONCRETE 204897456.671EDGE OF CONCRETE 204907456.699EDGE 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ASPHALT E 205347455.389 EDGE OF ASPHALT B 205357455.281EDGE OF ASPHALT 205367455.204EDGE OF ASPHALT 205377455.031EDGE OF ASPHALT 205387454.532EDGE OF ASPHALT 205397453.055EDGE OF ASPHALT 205407452.690EDGE OF ASPHALT 205417452.474EDGE OF ASPHALT 205427452.248EDGE OF ASPHALT 205437451.822EDGE OF ASPHALT 205447451.283EDGE OF ASPHALT 205457450.910EDGE OF ASPHALT E 205467450.898GUTTER B H-.92 V-.1 H.21 V.48 H.58 V.5 205477450.787GUTTER H-.92 V-.1 H.21 V.48 H.58 V.5 205487450.787GUTTER E H-.92 V-.1 H.21 V.48 H.58 V.5 205497450.542GUTTER B H-.92 V-.1 H.21 V.48 H.58 V.5 205507450.731GUTTER H-.92 V-.1 H.21 V.48 H.58 V.5 205517450.744GUTTER H-.92 V-.1 H.21 V.48 H.58 V.5 205527449.832GUTTER H-.92 V-.1 H.21 V.48 H.58 V.5 205537450.178GUTTER E H-.92 V-.1 H.21 V.48 H.58 V.5 205557451.905LIGHT POLE 205567455.483NATURAL GROUND NZ 0.75 205577453.235GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 205587453.181GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205597452.254GUTTER 20561 7452.343GUTTER POC 205627452.064GUTTER 205637452.177GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205647451.550GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205657446.974GUTTER E H.92 V-.1 H-.21 V.48 H-.58 V.5 205667450.990LIGHT POLE 205677456.425OVERHANG B 205687456.459OVERHANG E 205697446.280GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 205707446.308GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205717446.719GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205727449.814GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205737450.178GUTTER E H.92 V-.1 H-.21 V.48 H-.58 V.5 205747445.899EDGE OF CONCRETE B FF ELEV. = 7445.52± 205767445.413EDGE OF CONCRETE B 205777445.578EDGE OF CONCRETE EOC2 B 205787445.505EDGE OF CONCRETE 205797445.564EDGE OF CONCRETE 205807445.591EDGE OF CONCRETE 205817448.452EDGE OF CONCRETE 205827448.174EDGE OF CONCRETE 205837445.879EDGE OF CONCRETE EOC E 205847445.579EDGE OF CONCRETE E EOC1 205857445.624EDGE OF CONCRETE 205867445.593EDGE OF CONCRETE205877445.593EDGE OF CONCRETE 205887445.595EDGE OF CONCRETE FF ELEV. = 7445.55± 205907445.537EDGE OF CONCRETE CLS 205927445.391GRADE BREAK B 205937445.443GRADE BREAK 205947445.513GRADE BREAK 205957445.539GRADE BREAK CLS 20596 7445.499EDGE OF CONCRETE B 205977445.613EDGE OF CONCRETE E 205987456.670EDGE OF CONCRETE E 205997455.335NATURAL GROUND NZ 206007455.336NATURAL GROUND NZ 206017455.335BUILDING CORNER 206027455.336BUILDING CORNER206037455.336BUILDING CORNER 206047455.321BUILDING CORNER 20605 7455.321BUILDING CORNER 206067455.321BUILDING CORNER 20607 7455.321BUILDING CORNER 206087455.738BUILDING CORNER E /CONTINUES UNDERGROUND 206097453.607SIGN 206107453.877SIGN 206117454.025SIGN 206127453.920SIGN 206137454.283SIGN 206147454.747SIGN 206157456.472" MISC. 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WALL H.67 V0 206517457.077WOOD FENCE B 206527456.871EDGE OF BRICK B 206537456.872EDGE OF BRICK 206547456.795EDGE OF BRICK 206557456.782EDGE OF BRICK 206567456.865EDGE OF BRICK 206577456.883EDGE OF BRICK 206587456.673EDGE OF BRICK 206597456.868WOOD FENCE 206607457.098WOOD FENCE 206617457.006EDGE OF BRICK 206627457.134EDGE OF BRICK206637457.132WOOD FENCE 206647456.959WOOD FENCE 206657456.851EDGE OF BRICK 206667457.077EDGE OF BRICK 206677457.074WOOD FENCE 206687457.278EDGE OF BRICK EOB1 B206697457.206WOOD FENCE 206707457.095WOOD FENCE 206717457.175EDGE OF BRICK 206727456.947EDGE OF BRICK CLS206737456.947WOOD FENCE E 206747458.333" MISC. TREE 206757458.331" MISC. TREE 206767458.274" MISC. TREE 206777458.112" MISC. TREE 206787457.224" MISC. TREE 206797456.733UG ELECT. LINE B 206807456.693UG ELECT. LINE206817456.713UG ELECT. LINE 206827456.653UG ELECT. LINE 206837452.747UG ELECT. LINE 206847452.109UG ELECT. 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TREE 207287455.227 " MISC. TREE 207297454.989" MISC. TREE 207307454.742" MISC. TREE 207317454.524" MISC. TREE 207327453.479EDGE OF ASPHALT SC B 207337453.731EDGE OF ASPHALT POC207347453.829EDGE OF ASPHALT POC 207357453.856EDGE OF ASPHALT POC 207367453.873EDGE OF ASPHALT EC 207377454.105EDGE OF ASPHALT 207387454.227EDGE OF ASPHALT SC 207397454.223EDGE OF ASPHALT POC 207407454.159EDGE OF ASPHALT POC 207417454.095EDGE OF ASPHALT EC 207427453.865EDGE OF ASPHALT SC 207437453.764EDGE OF ASPHALT POC 207447453.542EDGE OF ASPHALT POC 208127453.387UG ELECT. LINE 208137453.343UG ELECT. LINE 208147453.764UG ELECT. LINE 208157453.905UG ELECT. LINE 208167453.957UG ELECT. LINE 208177454.132UG ELECT. LINE 208187454.123UG ELECT. LINE 208197454.182UG ELECT. LINE 208207453.970UG ELECT. LINE 208217453.953UG ELECT. LINE 208227453.795UG ELECT. LINE 208237453.795UG ELECT. LINE 208247453.479UG ELECT. LINE 208257453.561UG ELECT. LINE 208267453.502UG ELECT. LINE 208277453.504UG ELECT. 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LINE B E 209297454.488ELECTRIC BOX UGE 209307454.753UG ELECT. LINE 209317454.423LIGHT POLE UGE 209327453.825UG ELECT. LINE 209337453.862LIGHT POLE UGE 209347453.826UG ELECT. LINE 209357453.622UG ELECT. LINE UGE1 B E 209367454.489ELECTRIC BOX UGE1 E 209377453.753LIGHT POLE UGE E C 209387454.794COMM BOX UGT B 209397453.993UG TELEPHONE MARKER 209407453.737UG TELEPHONE MARKER E 209417457.057" MISC. TREE 209427457.453" MISC. TREE 209437456.546" MISC. TREE 209447457.615" MISC. TREE 209457457.609" MISC. TREE209467457.626" MISC. TREE 209477459.266" MISC. TREE 209487459.770" MISC. TREE 209497460.233" MISC. TREE 209507457.073BUILDING CORNER 209517456.966BUILDING CORNER E 209527456.929EDGE OF CONCRETE B 209537456.672EDGE OF CONCRETE 209547456.679EDGE OF CONCRETE 209557456.804EDGE OF CONCRETE E 209577457.073BUILDING CORNER B 209587457.073BUILDING CORNER 209597457.073BUILDING CORNER 209607457.073BUILDING CORNER E 209617454.319UG ELECT. LINE B20962 7454.252UG ELECT. LINE 209637453.980UG ELECT. LINE 209647453.554UG ELECT. LINE 209657453.244UG ELECT. LINE E 209677454.941UG TELEPHONE MARKER B 209687456.057UG TELEPHONE MARKER 209697454.726UG TELEPHONE MARKER 209707454.588UG TELEPHONE MARKER 209717454.146UG TELEPHONE MARKER 209727454.184UG TELEPHONE MARKER 209737454.794UG TELEPHONE MARKER E 209747456.845" MISC. TREE 209757456.621" MISC. TREE 209767457.488" MISC. TREE 209777457.699" MISC. TREE 209787457.715" MISC. TREE 209797457.819" MISC. TREE 209807457.546" MISC. TREE 209817457.073EDGE OF BRICK B 209827456.831EDGE OF BRICK E 209837456.732EDGE OF BRICK B H2.0 V0 209847456.808EDGE OF BRICK H2.0 V0 209857457.034EDGE OF BRICK H2.0 V0 209867457.151EDGE OF BRICK H2.0 V0 209877457.134EDGE OF BRICK H2.0 V0 209887457.158EDGE OF BRICK H2.0 V0 209897457.073EDGE OF BRICK H2.0 V0 209907457.103EDGE OF BRICK H2.0 V0 209917456.920EDGE OF BRICK H2.0 V0 209927456.775EDGE OF BRICK H2.0 V0 209937456.781EDGE OF BRICK E H2.0 V0 209947457.005EDGE OF BRICK B 209957457.088EDGE OF BRICK 209967457.015EDGE OF BRICK R FF ELEV. = 7457.07± 209987455.529WATER VALVE E 209997456.029ELECTRIC BOX UGE B 210007454.029UG ELECT. LINE E 21011 7451.631GRADE BREAK B 21012 7451.700GRADE BREAK 210137451.641GRADE BREAK R 210147451.563AREA DRAIN 7453.384UG ELECT. LINE 210187453.041UG ELECT. LINE 210197453.521UG ELECT. LINE B UG ELECT. LINE 210217453.376UG ELECT. LINE 210227452.980UG ELECT. LINE 210237452.060UG ELECT. LINE 210247452.012UG ELECT. LINE 210257449.384UG ELECT. LINE210267449.390UG ELECT. LINE 210277449.059UG ELECT. LINE 210287449.086UG ELECT. LINE 210297448.873UG ELECT. LINE 210307449.279UG ELECT. LINE 210317449.272UG ELECT. LINE E 210327448.901UG ELECT. LINE 210337449.277UG ELECT. LINE 210347449.277UG ELECT. LINE E 210477459.364GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 210487459.599GUTTER E H.92 V-.1 H-.21 V.48 H-.58 V.5210497459.599EDGE OF ASPHALT B 210507459.364EDGE OF ASPHALT 210517459.262 EDGE OF ASPHALT 210527459.233EDGE OF ASPHALT E 210557460.942UG ELECT. LINE 210567460.651UG ELECT. LINE 21057 7461.182UG ELECT. LINE 210587460.839UG ELECT. LINE 210597460.997UG ELECT. LINE 210607460.994UG ELECT. LINE 210617460.989UG ELECT. LINE 210627460.972UG ELECT. LINE 210637461.262UG ELECT. LINE 210647461.262UG ELECT. LINE 210657461.149UG ELECT. LINE 210667461.171UG ELECT. LINE 210677461.419UG ELECT. LINE 210687461.294UG ELECT. LINE 210697461.419UG ELECT. LINE E E 210707461.257ELECTRIC BOX 210717461.205" MISC. TREE 21072 7461.574" MISC. TREE 210737459.195" MISC. TREE210747459.144" MISC. TREE 210757461.175" MISC. TREE 210767461.953" MISC. TREE 210777461.111" MISC. TREE 210787459.353EDGE OF ASPHALT B 210797459.226EDGE OF ASPHALT 210807459.154EDGE OF ASPHALT SC 210817459.071EDGE OF ASPHALT POC 210827458.884EDGE OF ASPHALT POC 210837458.691EDGE OF ASPHALT POC 210847458.548EDGE OF ASPHALT POC 210857458.302EDGE OF ASPHALT POC 210867458.113EDGE OF ASPHALT POC210877457.945EDGE OF ASPHALT POC 21088 7457.700EDGE OF ASPHALT POC 210897457.454EDGE OF ASPHALT POC 210907457.251EDGE OF ASPHALT POC 210917457.033EDGE OF ASPHALT POC 210927456.776EDGE OF ASPHALT POC 210937456.600EDGE OF ASPHALT POC 210947456.495EDGE OF ASPHALT POC 210957456.382EDGE OF ASPHALT POC 210967456.297EDGE OF ASPHALT EC210977456.301EDGE OF ASPHALT 210987456.287EDGE OF ASPHALT 210997456.279EDGE OF ASPHALT 211007456.279GRADE BREAK B 211017456.279GRADE BREAK 211027456.379GRADE BREAK 211037456.379GRADE BREAK CLS 211047456.231EDGE OF ASPHALT E211057456.343GUTTER B 211067456.574GRADE BREAK B 211077456.681GRADE BREAK 211087456.366GUTTER 211097456.681GRADE BREAK E 211107456.681GRADE BREAK B 211117456.675GRADE BREAK 211127456.375GRADE BREAK E 211137456.373GUTTER 211147456.373GUTTER E 211157456.631EDGE OF ASPHALT B 211167456.703EDGE OF ASPHALT SC 211177456.680EDGE OF ASPHALT POC 211187456.675EDGE OF ASPHALT POC 211197456.942EDGE OF ASPHALT POC 211207457.257EDGE OF ASPHALT POC 211217457.661EDGE OF ASPHALT POC 211227457.933EDGE OF ASPHALT POC 21123 7458.183EDGE OF ASPHALT POC 211247458.443EDGE OF ASPHALT POC 211257458.664EDGE OF ASPHALT POC 211267458.795EDGE OF ASPHALT POC 211277458.846 EDGE OF ASPHALT POC 211287458.876EDGE OF ASPHALT POC 211297458.821EDGE OF ASPHALT POC 211307458.786EDGE OF ASPHALT EC 211317458.710EDGE OF ASPHALT 211327458.493EDGE OF ASPHALT 211337458.316EDGE OF ASPHALT 211347457.989EDGE OF ASPHALT 211357458.009EDGE OF ASPHALT 211367457.645NATURAL GROUND NZ 211377457.889NATURAL GROUND NZ 211387457.975NATURAL GROUND NZ 211397457.645NATURAL GROUND NZ 211407458.009EDGE OF ASPHALT E 211417456.999GUTTER B H-.25 V.47 H-.58 V.5 H.42 V0 211427457.644GUTTER 211437457.895GUTTER 211447457.933GUTTER 211457458.234GUTTER 211467458.436GUTTER 211477458.648GUTTER 211487458.805GUTTER 211497458.802GUTTER SC H-.25 V.47 H-.58 V.5 POC H.42 V0211507458.804GUTTER POC H-.25 V.47 H-.58 V.5 POC H.42 V0 21151 7458.807GUTTER POC H-.25 V.47 H-.58 V.5 POC H.42 V0 211527458.811GUTTER POC H-.25 V.47 H-.58 V.5 POC H.42 V0 211537458.804GUTTER POC H-.25 V.47 H-.58 V.5 POC H.42 V0 211547458.753GUTTER POC H-.25 V.47 H-.58 V.5 POC H.42 V0 211557458.728GUTTER EC H-.25 V.47 H-.58 V.5 POC H.42 V0 211567458.679GUTTER SC H-.25 V.47 H-.58 V.5 POC H.42 V0 211577458.423GUTTER POC H-.25 V.47 H-.58 V.5 POC H.42 V0 211587458.148GUTTER POC H-.25 V.47 H-.58 V.5 POC H.42 V0 211597457.892GUTTER POC H-.25 V.47 H-.58 V.5 POC H.42 V0 211607457.650GUTTER POC H-.25 V.47 H-.58 V.5 POC H.42 V0 211617457.227GUTTER POC H-.25 V.47 H-.58 V.5 POC H.42 V0 211627456.967GUTTER POC H-.25 V.47 H-.58 V.5 POC H.42 V0 211637456.753GUTTER POC H-.25 V.47 H-.58 V.5 POC H.42 V0 211647456.743GUTTER POC H-.25 V.47 H-.58 V.5 POC H.42 V0 211657456.740GUTTER EC H-.25 V.47 H-.58 V.5 POC H.42 V0 211667456.701GUTTER H-.25 V.47 H-.58 V.5 POC H.42 V0 211677456.668GUTTER H-.25 V.47 H-.58 V.5 POC H.42 V0 211687456.668GUTTER CLS H-.25 V.47 H-.58 V.5 POC H.42 V0 211697459.696EDGE OF CONCRETE B H.5 V0 211707459.821EDGE OF CONCRETE H.5 V0 211717459.547EDGE OF CONCRETE SC H.5 V0 211727459.423 EDGE OF CONCRETE POC H.5 V0 211737459.241EDGE OF CONCRETE POC H.5 V0 211747459.032EDGE OF CONCRETE POC H.5 V0 211757458.866EDGE OF CONCRETE POC H.5 V0 211767458.678EDGE OF CONCRETE POC H.5 V0 211777458.495EDGE OF CONCRETE POC H.5 V0211787458.281 EDGE OF CONCRETE POC H.5 V0 211797458.097EDGE OF CONCRETE POC H.5 V0 211807457.849EDGE OF CONCRETE POC H.5 V0 211817457.668 EDGE OF CONCRETE POC H.5 V0 211827457.426EDGE OF CONCRETE POC H.5 V0 211837457.214EDGE OF CONCRETE POC H.5 V0 211847457.005EDGE OF CONCRETE POC H.5 V0 211857456.868EDGE OF CONCRETE POC H.5 V0 211867456.780EDGE OF CONCRETE POC H.5 V0 211877456.716EDGE OF CONCRETE EC H.5 V0 211887456.699 EDGE OF CONCRETE E H.5 V0 211897456.708EDGE OF CONCRETE B 211907456.732EDGE OF CONCRETE E D 211917457.288STORM DRAIN MANHOLE STMM5 E 211927460.447BUILDING CORNER B 211937461.349BUILDING CORNER 211947468.013BUILDING CORNER 21195 7467.966BUILDING CORNER 211967466.502BUILDING CORNER BLDC4 B 211977464.772BUILDING CORNER BLDC1 B 211987464.772BUILDING CORNER BLDC2 B 211997464.772 BUILDING CORNER 212007464.772BUILDING CORNER R 212017464.772BUILDING CORNER 212027464.772BUILDING CORNER 212037464.772BUILDING CORNER R 212047464.164BUILDING CORNER B 212057464.164BUILDING CORNER BLDC3 212067456.681BUILDING CORNER R 212077464.783NATURAL GROUND NZ 212097464.783BUILDING CORNER E 212107466.502BUILDING CORNER 212117466.502BUILDING CORNER R 212127461.428BUILDING CORNER B 212137461.556 BUILDING CORNER 212147461.556BUILDING CORNER R 212157459.353EDGE OF ASPHALT B 212167459.696EDGE OF CONCRETE SC B H-.5 V0 212177456.231AREA DRAIN 212187459.354EDGE OF ASPHALT SC 212197459.358EDGE OF ASPHALT POC 212207459.684EDGE OF CONCRETE POC H-.5 V0 212217459.623EDGE OF CONCRETE POC H-.5 V0 212227459.644EDGE OF CONCRETE POC H-.5 V0 212237459.754EDGE OF CONCRETE EC H-.5 V0 212247460.600EDGE OF CONCRETE H-.5 V0 212257460.692EDGE OF CONCRETE H-.5 V0 212267460.739EDGE OF CONCRETE H-.5 V0 212277460.739EDGE OF CONCRETE H-.5 V0 212287460.871EDGE OF CONCRETE H-.5 V0 212297460.764EDGE OF CONCRETE E H-.5 V0 212307459.396EDGE OF ASPHALT POC 212317459.492EDGE OF ASPHALT POC 212327459.580EDGE OF ASPHALT EC 212337460.190EDGE OF ASPHALT 212347460.377EDGE OF ASPHALT 212357460.302EDGE OF ASPHALT 212367460.601EDGE OF ASPHALT 212377460.429EDGE OF ASPHALT E 212387461.237LIGHT POLE 212397461.169" MISC. TREE 212407460.115STONE WALL B H1 V0 212417460.750STONE WALL H1 V0 212427461.050STONE WALL H1 V0 212437460.697STONE WALL H1 V0 212447460.491STONE WALL H1 V0 212457460.239STONE WALL H1 V0 212467460.856STONE WALL H1 V0 212477461.050STONE WALL H1 V0 212487460.394STONE WALL H1 V0 212497459.526STONE WALL H1 V0 212507459.808STONE WALL H1 V0 212517458.398STONE WALL H1 V0 212527458.336STONE WALL E H1 V0 212537458.257PARKING STRIPE B 21254 7458.480PARKING STRIPE E 212557457.964PARKING STRIPE B 212567457.964PARKING STRIPE E 212577459.862PARKING STRIPE B 212587460.273PARKING STRIPE E S D C B L C B L C B L C B L C B L C B L UG E UGE U G E U G E U G E U G E W W W W W W W W W W W W W W UGE UGE UGE UGE UGE UGE U G E U G E U G E U G E 10 ' - 0 " EXI S T I N G P A T I O EXI S T I N G P A T I O BOULDER WALL P5 P6 P6 P4 P4 P1 P1 R 2 0 ' - 0 " 3 5 ' - 6 " 8 ' - 4 " P4 P4 P4 P1 BOLLARD LIGHT (TYP.) REF LIGHTING PLAN BOLLARD LIGHT (TYP.) R20'- 0 " 14'-0" 6'-0"4'-3" M I N 1' - 6 " R12'-0" R24'-0" 9'-6" 47 ° R1 2 ' - 0 " 1 5 ' - 0 " 1' - 6 " 5'-0" ( T Y P ) 8'-0" 6 ' - 0 " ( T Y P ) 10'-0 " R 5 ' - 0 " P2 P1 P1 P5 P5 P5 P1 P1 P2 P2 P2 P4 P4 P4 P4 P5 P5 P5 P5 L1.32 PM 1 MATCH TO EXISTING PATH L3 . 3 P M 1 P5 P5 L3 . 8 1 P M L3 . 8 1 P M 5 ' - 0 " ( T Y P ) MATCH TO EXISTING PAVEMENT EDGE L3.82 PM P2 P2 P2 P2 P2 P2 P2 P4 P4 P4 P4 P4 P4 P4 P4 P4 P5 P5 P5 P5 P5 P5 P5 WORK POINT P5 P5 P5 P5 P4 P4 P1 P2 P1 P5 P2 P2 P2 P2 P2 P4 P4 P4 P4 P4 P4 P4 P4 P4 P4 P4 P5 P5 P5 P5 P5 P5 P5 P5 P5 P5 P5 9'- 2 1 4" 8'-2 " 1 6 ' 9'-8 1 8" Cu s t o m Bo u l d e r 1 125" Cu s t o m Bo u l d e r 2 3' - 1 5 8"4'-7 1 8" 7'- 61 8" 4'-9 3 8" 8 ' 5' 24" 44" 55" P5 P4 P4 P5 P5 P4 P4 P5 P5 P5 P5 P7 P7 EQ EQ EQ23° (TYP) EQ EQ R 4 2 ' - 0 " R3 1 ' - 0 " 90 ° 10'-0 " 2'- 0 " TY P R42'- 8 " 11 ' - 0 " 10'- 0 " 1'-6 " 2'-0 " 10' - 0 " 2'-0 " 10'- 0 " R8 ' - 0 " 42° 3'- 1 " 10° 16° 16° 47 ° 8'-4" 2'-0" 13'-0" 2'-0" 2'-0" 13'-0" 13'-0" 1'-0" R42'-0" CUSTOM CLIMBING FEATURES BY IDS, REF L3.51 PM - L3.59 L3.22 PM 1 L3.22 PM 6 L3.22 PM 5 L3.22 PM 4 L3.22 PM 3 L3.22 PM 2 SI M L3.22 PM 2 L3 . 2 2 P M 2 L3 . 2 2 P M 4 L3 . 2 2 P M 4 L3 . 2 2 P M 2 P8P8 P8 1 8 ' - 0 " 2 4 ' - 0 " 1 8 ' - 0 " 9 ' - 0 " 1 0 ' - 0 " 5 ' - 6 " 10'-0 " 10'- 0 " 21 ' - 2 " 2.0 % 5.0% 5.0% 1 . 0 % 1.0% 5. 0 % 5.0% 5 . 0 % 8 . 0 % E E 21207 7464.783NATURAL GROUND NZ 8 0 ' - 5 " 5'-0 " 5'-0 " 2 4 ' - 0 " 8 ' - 0 " 11'-1 1 " 6'-7 " 7 ' - 0 " 6'-2 " 5'-8 " 10 ' - 9 " 14'-0" 6'- 0 " 7'- 1 0 " 8'-0" 10 ' - 8 " 16 ' - 0 " 24 ' - 1 " 1 0 ' - 7 " 1 6 ' - 3 " 17'-6 " 1 2 ' - 4 " 8'-9 " 8 ' - 3 " 5'-0 " 5 ' - 0 " 7'-0" 24'- 5 " 7 ' - 4 " 7'-8" 6 ' - 1 0 " 5 ' - 2 " 9 ' - 3 " 8 ' - 4 " 6 ' - 7 " 1 0 ' - 0 " 5. 0 % 1 ' - 6 " 1'-6" 2 . 0 % 2.0% 5.0% 0 . 0 4 % 0.3% 1 2 3 38 37 36 35 34 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 32 33 GAR A G E ENT R A N C E PRO P O S E D S H A R E D ROA D PLANTER WALLS 24" TALL TERRACED SEATING W E S T B E A V E R C R E E K B L V D . BOBS PLACE PATIO PAVER PATH TO MATCH THE PEDESTRIAN MALL LODGE AT AVON CENTER AV O N P E D E S T R I A N M A L L SETB A C K L I N E EAS E M E N T L I N E PAT I O PAT I O PAT I O PAT I O COMMERCIAL PATIO GARAGE BELOW GARAGE BELOW DECORATIVE PANELS GUARDRAILS AROUND HOT TUB AREA UTIL I T Y E A S E M E N T L I N E EAS E M E N T L I N E EAS E M E N T L I N E SET B A C K L I N E PROP E R T Y L I N E SYNTHETIC TURF +TW 60 +TW 59.5 TW 59.5+ LE T T U C E S H E D L A N E ROOF OVERHANG ROOF OVERHANG PROPOSED LOT 3 ROOF OVERHANG GARAGE BELOW ROOF OVERHANG F I R E L A N E PAT I O TRASH DUMPSTERS TRANSPLANT 5 EXISTING SHUBERT CHOKECHERRY ROOF OVERHANG ENTRANCE PLAZA 12'x8' 12'x8' 12'x8' B I K E L A N E GATES INTO HOT TUB AREA SPA LIFT CONDENSERS TRANSFORMERS COMMERCIA L PATIO PLANTER WALLS 24" TALL PROP E R T Y L I N E 38 PARKING SPOTS BIKE RACKS (4) BIKE RACKS (4) BIKE RACKS (4) PEDESTRIAN WALKWAY BIKE RACKS (4) PROTECTED CURB SPACE FOR WHEEL OVERHANG PROTECTED CURB SPACE FOR WHEEL OVERHANG CORTEN PANEL PLANTER WALL (280 LF) +FFE 57.07 +(53.9) FFE 55.5+ BW 54.55+ +(61) FFE 57.5+ FFE 57.5+ +BW 57.5 +(60.7) +(61) FFE 57.5++FFE 55.5 +FFE 55.5 +FFE 55.5 + (53.5) 55.5+ +57.5 TW 60.9+ TW 59.5+ +TW 59.5 +TW 59.5 TW 59.5+ TW 59.5+ PLANTER WALLS 24" TALL +TS 55.3 +54.67 +TW 59.5 +TW 60.9 +TW 59.5 +60 +60 +TW 59.5 PLANTER WALLS 30" TALL PLANTER WALLS 30" TALL RIVER ROCK AREA PLANTER WALLS 30" TALL PLANTER WALLS 24"-30" TALL + BS 54.3 +50 +55 +60 +61 +61 +TW 62.32 +BW 59.26 TW 62.35+ 56.05+ + 57.5 (54.6)+ TW 56.05+ BW 54.46+ + 57.26 57.29+ TW 56.05+ TW 57.05+ TW 55.5+ +TW 55.5 +BW 53.5 TW 55.5+ +TW 57.8 +BW 57.5 +TW 59.5 TW 59.5+ TW 59.5+ TW 59.5+ TW 59.5+ TW 59.5+ TW 59.5+ +TW 59.5 +BW 59.5 BW 59.5+ TW 61+ +TW 61 +BW 61 BW 61+ TW 59.5+ +TW 59.5 +BW 57.5 BW 57.5+ +BW 57.5 TW 59.5+ BW 57.5+ TW 61+ BW 57.5+ +BW 57.5 +TW 61 +BW 61 TW 61+ BW 61+ +TW 61 +BW 61 57.5+ (59.95) + + 57.17 + 57.5 TW 59.5+ BW 57.08+ +57.26 +FFE 57.07 +BW 57.5 +BW 57.5 BW 57.5+ BW 57.5+ BW 57.5+ TW 60.9+ +BW 57.5 BW 57.5+ (57.0) + BW 55.5+ +TS 55.5 +TS 55.0 +TS 54.5 +TS 54.0BW 53.5+ BW 53.5+ TW 56.05 + BW 57.3+ +TW 59.5 +BW 57.47 TW 59.5 + +BW 57.5 + BW 57.13 FFE 57.5+ +57.12 +TS 57.0 +TS 56.5 +TS 56.0 BW 55.5+ +TW 60 +BW 59.5 +(60.85) CORTEN PANEL PLANTER WALL (280 LF) SEATING OVERLOOK P2 P2 P3 P4 P1 P1 P2 P3 P3 P3 P3 P3 P3 P4 P4 P5 P6 P6 P7 P8 P9 P4 P7 P8 P2 P2 P2 P2 +TW 57.8 +BW 55.5 4 ' - 6 " GATES INTO HOT TUB AREA 6'-6" Symbol Key Botanical Common Name QTY Size Spacing Notes Shrubs Eac Euonymus alatus "Compactus' Dwarf Burning Bush 3 Layout to be approved by R.L.A. prior to installation and planting5 gal.Varies Rw Rosa woodsii Woods' Rose 12 Varies Layout to be approved by R.L.A. prior to installation and planting5 gal. Aar Amelanchier alnifolia 'Regent' Regent Serviceberry 8 Varies Layout to be approved by R.L.A. prior to installation and planting5 gal. So Symphoricarpos oreophilus Mountain Snowberry 15 Layout to be approved by R.L.A. prior to installation and planting5 gal.Varies Jc Juniperus communis Common Juniper 1 Layout to be approved by R.L.A. prior to installation and planting5 gal.Varies Csaf Cornus sericea 'Arctic Fire' Arctic Fire Dogwood 11 Varies Layout to be approved by R.L.A. prior to installation and planting5 gal. Spn Salix purpurea nana Arctic Willow 11 Layout to be approved by R.L.A. prior to installation and planting5 gal.Varies Cakf Calamagrostis acutiflora 'Karl Forester' Feather Reed Grass Symbol Key Botanical Common Name QTY Size Spacing Notes Ornamental Grasses Layout to be approved by R.L.A. prior to installation and planting 37BgBoutelouagracilisBlue Grama Grass 1 gal.Layout to be approved by R.L.A. prior to installation and planting 5 gal. Varies Varies76 Fg Festuca glauca Blue Fescue Layout to be approved by R.L.A. prior to installation and planting1 gal.Varies37 Hs Helioctotrichon sempervirens Blue Avena Grass Layout to be approved by R.L.A. prior to installation and planting5 gal.Varies32 Rnw Rosa 'Nearly Wild' Nearly Wild Rose 12 Varies5 gal. Csb Cornus sericea "Baileyi' Bailey Redtwig Dogwood 7 5 gal.Varies Ral Ribes alpinum Alpine Currant 7 Varies5 gal. Pt Populus tremuloides Quaking Aspen 8 2.5" cal. as shown THE SUMMIT PLANTING PLAN SCHEDULE Symbol Key Botanical Common Name QTY Size Spacing Notes Trees single stem Ppbe Picea pungens 'Baby Blue Eyes" Baby Blue Eyes Spruce 6 8' ht. as shown Ms Malus 'Spring Snow' Spring Snow Crabapple 2 2.5" cal. as shown Perennials Mixed Species (See Sun/Part Sun Perennial List) 2,342 SF Symbol Common Name Total Area Container Size 1 gal. Spacing 15" OC QTY 1,121 Groundcover Symbol Common Name Total Area Material / Product Depth / Rate Supplier Shady Perennials (See Shady Perennial List) 1 gal.15" OC801 SF 270 Native Seed 5,931 SF 50% Low grow Mix 50% Rocky Mtn. Wildflower Mix 1 lbs/ 1000 sf Arkansas Valley Seed Athw Acer tataricum 'Hot Wings' Hot Wings Tatarian Maple 4 2.5" cal. as shown single stem single stem REMOVED EXISTING TREES- 20 TREES PRESERVED EXISTING TREES- 15 TREES PERENNIAL PLANT LIST: BOTANICAL NAME COMMON NAME Aster alpinus Alpine Aster Alcea rosea 'Single Mix'Single Mix Hollyhock Aquilegia coerulea Rocky Mountain Columbine Aquilegia 'White Star'White Star Columbine Campanula persicifolia Peach-Leaved Bellflower Delphinium grandiflorum 'Butterfly'Dwarf Blue Larkspur Geranium 'Johnson's Blue'JOHNSON'S BLUE GERANIUM Heliopsis helanthoides 'Tuscan Sun'TUSCAN SUNFLOWER Hemerocallis 'Autumn Red'RED DAYLILY Leucanthemum x superbum SHASTA DAISY Liatris spicata 'Kobold'GAYFEATHER Lupinus pernnia SUNDIAL LUPINE Monarda didyma 'Pardon My Cerise'RED BEE BALM Penstemon eatonii FIRECRACKER PENSTEMON Penstemon strictus ROCKY MOUNTAIN PENSTEMON Salvia nemorosa 'Blue Marvel'BLUE MARVEL SALVIA SHADY PERENNIAL PLANT LIST: BOTANICAL NAME COMMON NAME Astilbe x arendsii ASTILBE 'FANAL' Bergenia cordifolia HEARTLEAF SAXIFRAGE Heuchera hybrid PRIMO 'PEACHBERRY ICE' CORAL BELLS Heuchera hybrid DOLCE 'SILVER GUMDROP' CORAL BELLS 7 Heuchera pulchella SANDIA MTN.CORAL BELLS Hosta hybrid 'AUGUST MOON' HOSTA Hosta hybrid 'AUTUMN FROST' HOSTA Hosta hybrid 'BLUE ANGEL HOSTA Hosta hybrid 'EMPRESS WU' HOSTA Hosta hybrid 'WHEEE!' HOSTA Ligularia hybrid 'BOTTLE ROCKET' LIGULARIA Matteuccia pennsylvanica OSTRICH FERN Ophiopogan planiscapus BLACK MONDOGRASS Tiarella 'Cutting Edge''CUTTING EDGE' FOAMFLOWER DECORATIVE PARASOLEIL PERFORATED SCREENS (3'X4') = 154 LF CONCRETE UNIT PAVERS, PAVESTONE PLAZA STONE SERIES, - 16,735 SF STANDARD "GRAY" CONCRETE SLAB ON GRADE - 1,870 SF ASPHALT PAVING- 13,003 SF STAMPED CONCRETE HOT TUB DECK-BUTTERFIELD COLOR- GILPIN'S FALL BRIDGE PLANT- WALNUT COLOR - 1,056 SF MATERIAL HATCHES SYNTHETIC TURF - 872 SF RIVER ROCK - 630 SF CONCRETE UNIT PAVERS, PAVESTONE PLAZA STONE SERIES, 6"x6"x60mm, SCALE: 1"=20' 0 10' 20' 40' Z: \ 2 0 2 5 \ 2 5 3 1 7 2 \ I V . C u r r e n t D o c u m e n t s \ 0 1 . D r a w i n g s \ 0 3 . C u r r e n t L an d s c a p e \ 3 1 7 2 S i t e P l a n . d w g , 1 1 / 4 / 2 0 2 5 2 : 0 3 : 2 9 P M , D W G T o P D F . p c3 APPROXIMATE LODGE AT AVON OWNED LOT= 45,723 SF THE SUMMIT AREA OF DISTURBANCE= 78,185 LODGE AT AVON CENTER AREA ON THE SUMMIT= 6,006 SF= 13.1% OF LODGE AT AVON OWNED LOT APPROXIMATE LODGE AT AOVN BUILDING AREA= 31,792 SF= 69.5% OF LODGE AT AVON AREA APPROXIMATE HARDSCAPE AREA AT LODGE AT AVON= 8,857.4 SF= 19.4% APPROXIMATE TOTAL IMPERVIOUS AREA= 40,650 SF=88.9 % OF THE LODGE AT AVON AREA APPROXIMATE LANDSCAPE AREA= 5,073.6 SF= 11.9 % OF THE LODGE AT AVON AREA APPROXIMATE LODGE AT AVON SITE COVERAGE DIAGRAM © 2025 Zehren and Associates, Inc. ZEHREN AND ASSOCIATES, INC. ARCHITECTURE PLANNING INTERIORS LANDSCAPE ARCHITECTURE PO Box 1976, Avon Colorado P. (970) 949-0257 www.zehren.com THE SUMMIT APARTMENTS - TOWN COUNCIL PACKAGE 01.13.26 13 UG E SS SS SS SS SS SS SS SS SD S D S D S D S D S D S D S D SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D S D S D SD W UGE UGE W W W W W W W W W W W W W CB L CB L CBL CBL CBL SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD UG E CB L C B L C B L C B L CBL CBL CBL CBL CBL UGE UGE UGE U G E U G E UG E U G E 200057467.416OVERHANG B 200067460.447BUILDING CORNER B 200077459.174BUILDING CORNER E 200087467.293OVERHANG 200097459.952BUILDING CORNER B 200107457.007BUILDING CORNER 200117457.007BUILDING CORNER E 200127457.007OVERHANG 200137457.007OVERHANG 200147467.315OVERHANG 200157467.228OVERHANG 200167467.346OVERHANG 20017 7467.270OVERHANG E 200187456.731BUILDING CORNER B 200197455.951BUILDING CORNER B 200207456.725BUILDING CORNER B 200217456.731BUILDING CORNER 200227456.731BUILDING CORNER R 200237455.951BUILDING CORNER 200247455.951 BUILDING CORNER R 200257456.725BUILDING CORNER 200267456.725BUILDING CORNER R 200277455.854GRADE BREAK B 200287456.684GRADE BREAK 200297456.333GRADE BREAK CLS 200307455.412GRADE BREAK B 200317456.019GRADE BREAK 200327455.782GRADE BREAK CLS 200337456.759EDGE OF CONCRETE B SC 200347456.716EDGE OF CONCRETE POC 200357456.655EDGE OF CONCRETE POC 200367456.592EDGE OF CONCRETE POC 200377456.526EDGE OF CONCRETE EC 200387456.374EDGE OF CONCRETE SC 200397456.091EDGE OF CONCRETE POC 200407455.822EDGE OF CONCRETE POC 200417455.595EDGE OF CONCRETE POC 200427455.491EDGE OF CONCRETE EC 200437454.912EDGE OF CONCRETE E 200447454.470EDGE OF CONCRETE B 200457454.864EDGE OF CONCRETE 200467455.914EDGE OF CONCRETE200477455.888EDGE OF CONCRETE 200487455.930EDGE OF CONCRETE SC 200497455.963EDGE OF CONCRETE POC 200507456.021EDGE OF CONCRETE POC 200517456.070EDGE OF CONCRETE EC 200527456.464EDGE OF CONCRETE 200537460.100EDGE OF CONCRETE 200547460.309EDGE OF CONCRETE 200557460.593EDGE OF CONCRETE SC 200567460.680EDGE OF CONCRETE POC 200577460.743EDGE OF CONCRETE POC 200587460.992EDGE OF CONCRETE POC 200597460.970EDGE OF CONCRETE POC 200607460.990EDGE OF CONCRETE POC 200617461.010EDGE OF CONCRETE EC 200627461.059EDGE OF CONCRETE SC 200637461.105EDGE OF CONCRETE POC 200647461.115EDGE OF CONCRETE POC 200657461.078EDGE OF CONCRETE EC 200667460.993EDGE OF CONCRETE E 200677461.072EDGE OF CONCRETE B H.38 V0 200687460.917EDGE OF CONCRETE H.38 V0 20069 7460.590EDGE OF CONCRETE H.42 V0 200707459.151EDGE OF CONCRETE H.42 V0 200717456.953EDGE OF CONCRETE H.42 V0 200727456.443EDGE OF CONCRETE SC H.42 V0 200737456.397EDGE OF CONCRETE POC H.42 V0 200747456.251EDGE OF CONCRETE POC H.42 V0 200757456.060EDGE OF CONCRETE POC H.42 V0200767455.875EDGE OF CONCRETE POC H.42 V0 200777455.643EDGE OF CONCRETE POC H.42 V0 200787455.537EDGE OF CONCRETE POC H.42 V0 200797455.393EDGE OF CONCRETE POC H.42 V0 200807455.412EDGE OF CONCRETE EC H.42 V0 200817455.807EDGE OF CONCRETE H.42 V0 200827455.092EDGE OF CONCRETE H.42 V0 200837454.942EDGE OF CONCRETE H.42 V0 200847453.663EDGE OF CONCRETE H.42 V0 200857452.843EDGE OF CONCRETE B 200867453.447EDGE OF CONCRETE 200877453.586EDGE OF CONCRETE 200887453.455EDGE OF CONCRETE 200897453.488EDGE OF CONCRETE E 200907453.335TOP OF BANK B 200917453.143TOP OF BANK 200927453.043TOP OF BANK 200937452.637TOP OF BANK 200947452.653TOP OF BANK 200957452.814TOP OF BANK 200967453.081TOP OF BANK 200977453.281TOP OF BANK 200987453.083TOP OF BANK 200997452.820TOP OF BANK 201007452.988TOP OF BANK 201017452.972TOP OF BANK E 201027452.338TOE OF BANK B 201037451.042TOE OF BANK 201047450.134TOE OF BANK 201057449.296TOE OF BANK 201067448.746TOE OF BANK 201077447.942TOE OF BANK 201087447.529TOE OF BANK 201097447.083TOE OF BANK 201107446.013TOE OF BANK 201117445.703 TOE OF BANK 201127445.789TOE OF BANK 201137445.683TOE OF BANK 201147446.008TOE OF BANK 201157445.815TOE OF BANK 201167445.965TOE OF BANK 201177446.390TOE OF BANK E 20118 7447.437EDGE OF ASPHALT B 201197447.227EDGE OF ASPHALT 201207448.569EDGE OF ASPHALT 201217448.527LIGHT POLE 201227449.360EDGE OF ASPHALT 201237451.235EDGE OF ASPHALT 201247451.893EDGE OF ASPHALT E 201257452.069SPOT GRADE PAV 201267451.985EDGE OF ASPHALT B 20127 7453.241EDGE OF ASPHALT 201287454.397EDGE OF ASPHALT 201297454.498LIGHT POLE 201307455.907EDGE OF ASPHALT 201317457.571EDGE OF ASPHALT 201327458.945EDGE OF ASPHALT E 20133 7457.730EDGE OF GRAVEL B EOG1 B 201347457.549EDGE OF GRAVEL 20135 7457.700EDGE OF GRAVEL 201367458.078EDGE OF GRAVEL SC 201377458.325EDGE OF GRAVEL POC 201387458.543EDGE OF GRAVEL POC 201397458.628EDGE OF GRAVEL POC 201407458.509EDGE OF GRAVEL EC 201417457.392EDGE OF GRAVEL E 201427458.347EDGE OF GRAVEL 201437458.874EDGE OF GRAVEL SC 201447459.238EDGE OF GRAVEL POC 201457459.348EDGE OF GRAVEL POC 201467459.346EDGE OF GRAVEL POC 201477459.140EDGE OF GRAVEL EC 201487457.806EDGE OF GRAVEL E 201497456.859GRADE BREAK B 201507456.799GRADE BREAK 201517456.740GRADE BREAK 201527456.792GRADE BREAK CLS 201537459.028EDGE OF CONCRETE B H.92 V-.1 H-.21 V.48 H-.58 V.5 201547459.326EDGE OF CONCRETE 201557459.471EDGE OF CONCRETE POC 201567459.613EDGE OF CONCRETE 201577459.737EDGE OF CONCRETE E H.92 V-.1 H-.21 V.48 H-.58 V.5 201587459.682EDGE OF CONCRETE B 201597460.623EDGE OF CONCRETE 201607460.705EDGE OF CONCRETE 201617460.252EDGE OF CONCRETE 201627460.218EDGE OF CONCRETE 201637460.611EDGE OF CONCRETE 201647460.500EDGE OF CONCRETE 201657459.868EDGE OF CONCRETE E 201667459.749GUTTER B 201677460.501GUTTER SC 201687460.572GUTTER POC 201697460.635GUTTER EC 201707460.975GUTTER E 201717460.306GUTTER SC B G1 B SC 201727460.357GUTTER POC 201737460.427GUTTER POC 201747460.558GUTTER POC 20175 7460.639GUTTER POC201767460.713GUTTER POC 201777460.726GUTTER EC 201787461.030GUTTER E 201797460.231GUTTER POC 201807460.132GUTTER EC 201817460.070GUTTER E 201827460.124GRADE BREAK B 201837460.139GRADE BREAK 201847460.171GRADE BREAK 201857460.187GRADE BREAK CLS 201867460.097GUTTER B SC 201877460.159GUTTER POC 201887460.198GUTTER POC 201897460.219GUTTER EC E G SC B 201907460.260GUTTER POC 201917460.316GUTTER POC 201927460.408GUTTER POC 201937460.463GUTTER POC 201947460.508GUTTER POC 201957460.515GUTTER EC 201967460.856GUTTER E 201977460.916GUTTER B 201987460.433GUTTER SC 201997460.395GUTTER POC202007460.375GUTTER EC 202017459.879GUTTER E 202027460.407GRADE BREAK B NZ 202037460.505GRADE BREAK NZ 202047460.529GRADE BREAK NZ 202057460.435GRADE BREAK CLS NZ 202067460.598GRADE BREAK B NZ 202077460.718GRADE BREAK NZ 202087460.745GRADE BREAK NZ 202097460.705GRADE BREAK CLS NZ 202107460.229 EDGE OF CONCRETE B H.42 V0 202117461.017EDGE OF CONCRETE SC H.42 V0 202127461.021EDGE OF CONCRETE POC H.42 V0 202137461.032EDGE OF CONCRETE EC H.42 V0 202147460.955EDGE OF CONCRETE SC H.42 V0 GB B 202157461.043EDGE OF CONCRETE POC 202167461.065EDGE OF CONCRETE POC 202177461.179EDGE OF CONCRETE POC 202187461.311EDGE OF CONCRETE EC E 202197461.230EDGE OF CONCRETE B SC 202207461.221EDGE OF CONCRETE POC 202217461.232WATER VALVE 202227461.183EDGE OF CONCRETE POC 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CONCRETE EC 202517460.142EDGE OF CONCRETE SC 202527460.222EDGE OF CONCRETE POC 202537460.355EDGE OF CONCRETE POC 202547460.487EDGE OF CONCRETE POC 202557460.422EDGE OF CONCRETE EC 202567460.281EDGE OF CONCRETE 202577460.302EDGE OF CONCRETE 20258 7460.368EDGE OF CONCRETE SC 202597460.374EDGE OF CONCRETE POC 202607460.517EDGE OF CONCRETE POC 202617460.527EDGE OF CONCRETE POC 202627460.664EDGE OF CONCRETE POC 202857461.228EDGE OF CONCRETE POC 202867461.175 EDGE OF CONCRETE POC 202877461.065EDGE OF CONCRETE POC 202887461.000EDGE OF CONCRETE EC 202897461.091EDGE OF CONCRETE 202907461.060EDGE OF CONCRETE E 202917461.021ELECTRIC MANHOLE 202927461.033EDGE OF CONCRETE 20293 7461.041EDGE OF CONCRETE SC 202947461.185EDGE OF CONCRETE POC 202957461.166EDGE OF CONCRETE POC 202967461.020EDGE OF CONCRETE POC 202977460.926EDGE OF CONCRETE EC H.42 V0 GB B 202987460.852EDGE OF CONCRETE SC H.42 V0 202997460.853EDGE OF CONCRETE POC H.42 V0203007460.848EDGE OF CONCRETE EC H.42 V0 203017460.354EDGE OF CONCRETE E H.42 V0 203027460.797EDGE OF CONCRETE B 203037461.135 EDGE OF CONCRETE SC 203047461.037EDGE OF CONCRETE POC 203057460.936EDGE OF CONCRETE EC 203067460.733EDGE OF CONCRETE B 203077460.758EDGE OF CONCRETE 203087460.707EDGE OF CONCRETE 203097460.700EDGE OF CONCRETE EOC E 203107460.681EDGE OF CONCRETE E EOC B H.42 V0 203117460.865EDGE OF CONCRETE SC H.42 V0 203127460.796EDGE OF CONCRETE POC H.42 V0 203137460.792EDGE OF CONCRETE POC H.42 V0 203147460.695EDGE OF CONCRETE EC H.42 V0 203157460.559EDGE OF CONCRETE H.42 V0 203167459.961EDGE OF CONCRETE GB 1 B 203177460.185GRADE BREAK 1 E 203187459.953EDGE OF CONCRETE GB 1 B 203197460.159GRADE BREAK 1 E 203207460.663EDGE OF CONCRETE SC H.42 V0 203217460.698EDGE OF CONCRETE POC H.42 V0 203227460.824EDGE OF CONCRETE POC H.42 V0203237460.858EDGE OF CONCRETE POC H.42 V0 203247460.937EDGE OF CONCRETE POC H.42 V0203257460.947EDGE OF CONCRETE POC H.42 V0 203267460.963EDGE OF CONCRETE EC H.42 V0 203277460.874EDGE OF CONCRETE SC H.42 V0 GB E 203287460.882EDGE OF CONCRETE POC 203297461.076SPOT GRADE PAV 203307461.076EDGE OF CONCRETE EC 203317460.792EDGE OF CONCRETE E 203427460.967EDGE OF CONCRETE POC H.42 V0 203437460.883EDGE OF CONCRETE POC H.42 V0 203447460.859EDGE OF CONCRETE POC H.42 V0 203457460.715EDGE OF CONCRETE POC H.42 V0 203467460.691EDGE OF CONCRETE EC H.42 V0 203477460.733EDGE OF CONCRETE E H.42 V0 203487460.236GUTTER SC B 203497460.377GUTTER POC 203507460.397GUTTER POC 203517460.357GUTTER EC 203527460.175GUTTER 203537460.129GUTTER E 203547460.119GUTTER B 203557460.202GUTTER SC 203567460.303GUTTER POC 203577460.410GUTTER POC 203587460.481GUTTER POC 203597460.548GUTTER POC 203707461.227ROAD CL POC 203717461.031ROAD CL POC 203727460.910ROAD CL POC 203737460.726ROAD CL POC 203747460.569ROAD CL POC 203757460.514ROAD CL POC 203767460.661ROAD CL POC D 203787451.709STORM DRAIN MANHOLE STMM5 B 203797444.585AREA DRAIN STMM5 203807444.557 EDGE OF CONCRETE CIR 203817444.616EDGE OF CONCRETE 203827444.628EDGE OF CONCRETE 203837449.685AREA DRAIN STMM5 203847456.693AREA DRAIN STMM5 D 203857460.363STORM DRAIN MANHOLE STMM5 E 7457.91 NOMATCH STIV 203877460.269AREA DRAIN203887460.277GRADE BREAK B 203897460.283GRADE BREAK 203907460.300GRADE BREAK 203917460.286GRADE BREAK CLS D 203927460.541STORM DRAIN MANHOLE STMM4 B STMM5 B 203937459.387AREA DRAIN 203947459.417GRADE BREAK B 203957459.389GRADE BREAK 203967459.390GRADE BREAK 203977459.447GRADE BREAK CLS7456.69 NOMATCH STIV 203997460.023AREA DRAIN STMM4 E 204007460.083AREA DRAIN STMM7 B 204067461.553LIGHT POLE 204077461.262LIGHT POLE 204087461.306LIGHT POLE D 204097460.525STORM DRAIN MANHOLE STMM5 STMM7 E 204107461.056LIGHT POLE 204117460.903WATER VALVE 204127465.266FIRE HYDRANT 204137461.211LIGHT POLE 204147459.852GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 204157459.233GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 204167459.252GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 204177459.262GUTTER E H.92 V-.1 H-.21 V.48 H-.58 V.5 204187459.599GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 204197459.436GUTTER SC H.92 V-.1 H-.21 V.48 H-.58 V.5 204207459.426GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204217459.417GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5204227459.418GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204237459.385GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204247459.623GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204257459.786GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204267459.863GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204277459.943GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204287460.092GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204297460.311GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204307460.385GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204317460.460GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204327460.522GUTTER EC H.92 V-.1 H-.21 V.48 H-.58 V.5 204337460.874GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 204347461.015GUTTER E H.92 V-.1 H-.21 V.48 H-.58 V.5 204357460.969" MISC. TREE 204367461.143" MISC. TREE 204377457.231GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 204387457.149GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 204397456.725GUTTER SC H.92 V-.1 H-.21 V.48 H-.58 V.5 204407456.750GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204417456.686GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5204427456.670GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204437456.725GUTTER EC H.92 V-.1 H-.21 V.48 H-.58 V.5 204447457.800GUTTER SC H.92 V-.1 H-.21 V.48 H-.58 V.5 204457457.896GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204467457.881GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204477457.825GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204487457.804GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204497457.758GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204507457.681GUTTER EC H.92 V-.1 H-.21 V.48 H-.58 V.5 204517457.360GUTTER CLS H.92 V-.1 H-.21 V.48 H-.58 V.5 204527457.564LIGHT POLE 204537453.227GUTTER B 204547453.418EDGE OF CONCRETE B 204557453.249EDGE OF CONCRETE B 204567452.533EDGE OF CONCRETE 204577452.298GUTTER 204587452.558EDGE OF CONCRETE 204597451.892EDGE OF CONCRETE E 204607451.768GUTTER E 204617452.022EDGE OF CONCRETE E 204627453.218 EDGE OF CONCRETE SC B 204637453.392EDGE OF CONCRETE POC 204647453.114 EDGE OF CONCRETE POC 204657453.089EDGE OF CONCRETE POC 204667453.096EDGE OF CONCRETE POC 204677453.112EDGE OF CONCRETE EC 20468 7452.959EDGE OF CONCRETE SC204697452.885EDGE OF CONCRETE POC 204707452.827EDGE OF CONCRETE POC 204717452.844EDGE OF CONCRETE POC 204727452.987EDGE OF CONCRETE EC CLSE204737453.092ELECTRIC BOX /KEY PAD GARAGE 204747453.220EDGE OF CONCRETE B 204757454.470EDGE OF CONCRETE E 204767453.219GUTTER B 204777454.470GUTTER E 204787456.759EDGE OF CONCRETE B 204797456.926 EDGE OF CONCRETE 204807456.892EDGE OF CONCRETE204817456.892EDGE OF CONCRETE204827456.892EDGE OF CONCRETE 204837456.689EDGE OF CONCRETE 204847456.689EDGE OF CONCRETE 204857456.638EDGE OF CONCRETE20486 7456.638EDGE OF CONCRETE 204877456.670EDGE OF CONCRETE 204887456.672EDGE OF CONCRETE 204897456.671EDGE OF CONCRETE 204907456.699EDGE OF CONCRETE 204917456.724EDGE OF CONCRETE 204927457.032EDGE OF CONCRETE E 20493 7467.270OVERHANG B 204947468.089OVERHANG E 204957457.007BUILDING CORNER B 204967468.089BUILDING CORNER 204977464.287NATURAL GROUND NZ 204987465.808NATURAL GROUND NZ 204997464.287BUILDING CORNER 205007466.125BUILDING CORNER 205017448.943GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 205027448.825GUTTER 205047448.757GUTTER POC 205057448.819GUTTER 205067449.177GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205077449.094GUTTER CLS H.92 V-.1 H-.21 V.48 H-.58 V.5 205087449.329LIGHT POLE 20509 7447.437EDGE OF ASPHALT B 205107448.230EDGE OF ASPHALT 205117448.435EDGE OF ASPHALT 205127448.946EDGE OF ASPHALT 205137449.262EDGE OF ASPHALT 205147448.989EDGE OF ASPHALT 205157449.201EDGE OF ASPHALT 205167449.094EDGE OF ASPHALT 205177449.030EDGE OF ASPHALT 205187449.274EDGE OF ASPHALT 205197450.222EDGE OF ASPHALT 205207450.476EDGE OF ASPHALT 205217450.969EDGE OF ASPHALT 205227451.167EDGE OF ASPHALT 205237451.250EDGE OF ASPHALT 205247452.213EDGE OF ASPHALT 205257452.686EDGE OF ASPHALT 205267453.186EDGE OF ASPHALT 205277453.816EDGE OF ASPHALT 205287454.440EDGE OF ASPHALT 205297454.718EDGE OF ASPHALT 205307454.899EDGE OF ASPHALT 205317455.142EDGE OF ASPHALT 205327455.309EDGE OF ASPHALT 205337455.483EDGE OF ASPHALT E 205347455.389EDGE OF ASPHALT B 205357455.281EDGE OF ASPHALT 205367455.204EDGE OF ASPHALT 205377455.031EDGE OF ASPHALT 205387454.532EDGE OF ASPHALT 205397453.055EDGE OF ASPHALT 205407452.690EDGE OF ASPHALT 205417452.474EDGE OF ASPHALT 205427452.248EDGE OF ASPHALT 205437451.822EDGE OF ASPHALT 205447451.283EDGE OF ASPHALT 205457450.910EDGE OF ASPHALT E 205467450.898 GUTTER B H-.92 V-.1 H.21 V.48 H.58 V.5 205477450.787GUTTER H-.92 V-.1 H.21 V.48 H.58 V.5 205487450.787GUTTER E H-.92 V-.1 H.21 V.48 H.58 V.5 205497450.542GUTTER B H-.92 V-.1 H.21 V.48 H.58 V.5 205507450.731GUTTER H-.92 V-.1 H.21 V.48 H.58 V.5 205517450.744GUTTER H-.92 V-.1 H.21 V.48 H.58 V.5 205527449.832GUTTER H-.92 V-.1 H.21 V.48 H.58 V.5 205537450.178GUTTER E H-.92 V-.1 H.21 V.48 H.58 V.5 205547447.909 LIGHT POLE 20555 7451.905LIGHT POLE 205567455.483NATURAL GROUND NZ 0.75 205577453.235GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 205587453.181GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205597452.254GUTTER 205617452.343GUTTER POC 205627452.064GUTTER 205637452.177GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205647451.550 GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205657446.974GUTTER E H.92 V-.1 H-.21 V.48 H-.58 V.5 205667450.990LIGHT POLE 205677456.425OVERHANG B 205687456.459OVERHANG E 205697446.280GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 205707446.308GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205717446.719GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 20572 7449.814GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205737450.178GUTTER E H.92 V-.1 H-.21 V.48 H-.58 V.5 205747445.899EDGE OF CONCRETE B FF ELEV. = 7445.52± 205767445.413 EDGE OF CONCRETE B 205777445.578EDGE OF CONCRETE EOC2 B 205787445.505EDGE OF CONCRETE 205797445.564EDGE OF CONCRETE 205807445.591EDGE OF CONCRETE 205817448.452EDGE OF CONCRETE 205827448.174EDGE OF CONCRETE 205837445.879EDGE OF CONCRETE EOC E 205847445.579EDGE OF CONCRETE E EOC1 205857445.624EDGE OF CONCRETE 205867445.593EDGE OF CONCRETE205877445.593EDGE OF CONCRETE 205887445.595EDGE OF CONCRETE FF ELEV. = 7445.55± 205907445.537EDGE OF CONCRETE CLS 205927445.391GRADE BREAK B 205937445.443GRADE BREAK 205947445.513GRADE BREAK 205957445.539GRADE BREAK CLS 205967445.499EDGE OF CONCRETE B 205977445.613EDGE OF CONCRETE E 205987456.670EDGE OF CONCRETE E 205997455.335NATURAL GROUND NZ 206007455.336NATURAL GROUND NZ 206017455.335BUILDING CORNER 206027455.336BUILDING CORNER206037455.336BUILDING CORNER 206047455.321BUILDING CORNER 206057455.321BUILDING CORNER 206067455.321BUILDING CORNER 206077455.321BUILDING CORNER 206087455.738BUILDING CORNER E /CONTINUES UNDERGROUND 206097453.607SIGN 206107453.877SIGN 206117454.025SIGN 206127453.920SIGN 206137454.283SIGN 206147454.747SIGN 206157456.472" MISC. TREE 206167453.033" MISC. TREE 206177453.750" MISC. TREE 206187453.395" MISC. TREE 206197450.027" MISC. TREE 206207449.354" MISC. TREE 206217449.780" MISC. TREE 206227452.823" MISC. TREE 206237451.346" MISC. TREE 206247452.785" MISC. TREE 206257453.986LIGHT POLE 206267454.121LIGHT POLE 206277453.574LIGHT POLE 206287453.633LIGHT POLE 206297454.271LIGHT POLE 206307453.566LIGHT POLE 206317454.289" MISC. TREE 206327454.439" MISC. TREE 206337454.295" MISC. TREE 206347454.187" MISC. TREE 206367453.497EDGE OF CONCRETE CIR 206377453.497EDGE OF CONCRETE 206387453.509EDGE OF CONCRETE 206397453.600EDGE OF CONCRETE B 206407453.627EDGE OF CONCRETE 206417453.596EDGE OF CONCRETE R 206427466.125BUILDING CORNER 206437466.125BUILDING CORNER 206447443.531AREA DRAIN TRENCH B 206457443.643AREA DRAIN TRENCH E 206467456.873CONC. WALL B H.67 V0 206477456.860CONC. WALL H.67 V0 206487456.799CONC. WALL H.67 V0 206497456.547CONC. WALL H.67 V0 206517457.077WOOD FENCE B 206527456.871EDGE OF BRICK B 206537456.872EDGE OF BRICK 206547456.795EDGE OF BRICK 206557456.782 EDGE OF BRICK 206567456.865EDGE OF BRICK 206577456.883EDGE OF BRICK 206587456.673EDGE OF BRICK 206597456.868WOOD FENCE 206607457.098WOOD FENCE 206617457.006EDGE OF BRICK 206627457.134EDGE OF BRICK206637457.132WOOD FENCE 206647456.959WOOD FENCE 206657456.851EDGE OF BRICK 206667457.077 EDGE OF BRICK 206677457.074WOOD FENCE 206687457.278EDGE OF BRICK EOB1 B206697457.206WOOD FENCE 206707457.095WOOD FENCE 206717457.175EDGE OF BRICK 206727456.947EDGE OF BRICK CLS206737456.947WOOD FENCE E 206747458.333" MISC. TREE 206757458.331" MISC. TREE 206767458.274" MISC. TREE 206777458.112" MISC. TREE 206787457.224" MISC. TREE 206797456.733UG ELECT. LINE B 206807456.693UG ELECT. LINE206817456.713UG ELECT. LINE 206827456.653UG ELECT. LINE 206837452.747UG ELECT. LINE 206847452.109UG ELECT. LINE E 206857455.373EDGE OF CONCRETE B 206867455.389EDGE OF CONCRETE 206877455.397EDGE OF CONCRETE 206887455.199EDGE OF CONCRETE SC 206897455.123EDGE OF CONCRETE POC 206907454.887EDGE OF CONCRETE POC 206917454.502EDGE OF CONCRETE POC 206927454.184EDGE OF CONCRETE POC 206937453.926NATURAL GROUND 206947453.931EDGE OF CONCRETE B SC 206957453.926EDGE OF CONCRETE EC E 206967454.175EDGE OF CONCRETE POC 206977454.388EDGE OF CONCRETE POC 206987454.538EDGE OF CONCRETE POC 206997454.849EDGE OF CONCRETE POC 207007455.117NATURAL GROUND 207017455.117EDGE OF CONCRETE POC 207027455.117EDGE OF CONCRETE POC 207037455.832EDGE OF CONCRETE EC 207047455.991EDGE OF CONCRETE 207057456.334EDGE OF CONCRETE SC 207067456.689EDGE OF CONCRETE POC 207077456.861EDGE OF CONCRETE POC 207087456.951EDGE OF CONCRETE EC 207097457.037EDGE OF CONCRETE 207107457.014EDGE OF CONCRETE 207117456.965EDGE OF CONCRETE SC 207127456.890EDGE OF CONCRETE POC 207137456.812EDGE OF BRICK 207147456.796EDGE OF BRICK 207157457.175EDGE OF BRICK E 207167457.083EDGE OF CONCRETE POC 207177456.577EDGE OF CONCRETE POC 207187456.344EDGE OF CONCRETE POC 207197455.969EDGE OF CONCRETE POC 207207455.702EDGE OF CONCRETE POC 207217454.856NATURAL GROUND 207227455.417EDGE OF CONCRETE POC 207237455.117NATURAL GROUND 207247455.283NATURAL GROUND 207257455.383EDGE OF CONCRETE POC 207267455.373EDGE OF CONCRETE EC E 207277455.146" MISC. TREE 207287455.227" MISC. TREE 207297454.989" MISC. TREE 207307454.742" MISC. TREE 207317454.524" MISC. TREE 207327453.479EDGE OF ASPHALT SC B 207337453.731EDGE OF ASPHALT POC207347453.829EDGE OF ASPHALT POC 207357453.856EDGE OF ASPHALT POC 207367453.873EDGE OF ASPHALT EC 207377454.105EDGE OF ASPHALT 207387454.227EDGE OF ASPHALT SC 207397454.223 EDGE OF ASPHALT POC 207407454.159EDGE OF ASPHALT POC 207417454.095EDGE OF ASPHALT EC 207427453.865EDGE OF ASPHALT SC 207437453.764EDGE OF ASPHALT POC 207447453.542EDGE OF ASPHALT POC 207457453.549EDGE OF ASPHALT EC 207467453.574EDGE OF ASPHALT 207477453.589EDGE OF ASPHALT 207487453.580EDGE OF ASPHALT 207497453.567EDGE OF ASPHALT207507453.631EDGE OF ASPHALT207517453.646EDGE OF ASPHALT207527453.618EDGE OF ASPHALT 207537453.602EDGE OF ASPHALT 207547453.561EDGE OF ASPHALT 207557453.552EDGE OF ASPHALT 207567453.634EDGE OF ASPHALT 207577453.804EDGE OF ASPHALT SC 207587453.912 EDGE OF ASPHALT POC 207597454.040EDGE OF ASPHALT POC 207607454.093 EDGE OF ASPHALT POC 207617454.102EDGE OF ASPHALT EC 207627454.145EDGE OF ASPHALT 207637454.089EDGE OF ASPHALT 207647454.120EDGE OF ASPHALT 207657454.080EDGE OF ASPHALT 207667453.932EDGE OF ASPHALT 207677453.792EDGE OF ASPHALT 207687453.541 EDGE OF ASPHALT 207697453.227EDGE OF ASPHALT 207707452.997EDGE OF ASPHALT 207717452.887EDGE OF ASPHALT SC 207727452.849EDGE OF ASPHALT POC 207737452.833EDGE OF ASPHALT POC 207747452.817EDGE OF ASPHALT EC 207757452.843EDGE OF ASPHALT 207817452.708EDGE OF ASPHALT POC 207827452.675EDGE OF ASPHALT POC 207837452.621EDGE OF ASPHALT EC E 207847452.965WATER VALVE 207857454.268FIRE HYDRANT 207887452.901UG ELECT. LINE 207897452.980UG ELECT. LINE 207907453.076UG WATER LINE UGW1 B 207917452.454UG WATER LINE E 207927453.492UG ELECT. LINE 207937453.590UG ELECT. LINE 207947453.851UG ELECT. LINE 207957454.023UG WATER LINE 207967453.946UG ELECT. LINE 207977454.082UG ELECT. LINE 207987454.127UG ELECT. LINE 207997454.086UG ELECT. LINE 208007454.271UG ELECT. LINE 208017454.052UG ELECT. LINE 208027454.144UG ELECT. LINE 208037454.110UG ELECT. LINE 208047454.038UG ELECT. LINE 208057453.958UG ELECT. LINE 208067453.859UG ELECT. LINE 208077453.599UG ELECT. LINE 208087453.543UG ELECT. LINE 208097453.521UG ELECT. LINE 208107453.559UG WATER LINE 208117453.502UG ELECT. LINE 208127453.387UG ELECT. LINE 208137453.343UG ELECT. LINE 208147453.764UG ELECT. LINE 208157453.905UG ELECT. LINE 208167453.957UG ELECT. LINE 208177454.132UG ELECT. LINE 208187454.123UG ELECT. LINE 208197454.182UG ELECT. LINE 208207453.970UG ELECT. LINE 208217453.953UG ELECT. LINE 208227453.795UG ELECT. LINE 208237453.795UG ELECT. LINE 208247453.479UG ELECT. LINE 208257453.561UG ELECT. LINE 208267453.502UG ELECT. LINE 208277453.504UG ELECT. LINE 208287453.266UG ELECT. LINE E 208297453.039EDGE OF ASPHALT B 208307453.185EDGE OF ASPHALT 208317453.350EDGE OF ASPHALT 208327453.380EDGE OF ASPHALT 208337453.465EDGE OF ASPHALT 208347453.589EDGE OF ASPHALT 208357453.689EDGE OF ASPHALT 208367454.333UG WATER LINE E 208377453.758EDGE OF ASPHALT SC 208387453.832EDGE OF ASPHALT POC 208397453.871EDGE OF ASPHALT POC 208407453.841EDGE OF ASPHALT POC 208417453.870EDGE OF ASPHALT POC 208427453.813EDGE OF ASPHALT EC 208437453.597EDGE OF ASPHALT SC 208447453.545EDGE OF ASPHALT POC 208457453.372EDGE OF ASPHALT POC 208467453.305EDGE OF ASPHALT POC 208477453.266EDGE OF ASPHALT EC 208487453.287EDGE OF ASPHALT 208497453.481EDGE OF ASPHALT SC 208507453.760EDGE OF ASPHALT POC 208517453.849 EDGE OF ASPHALT POC 208527453.835EDGE OF ASPHALT EC 208537453.818EDGE OF ASPHALT 208547453.649EDGE OF ASPHALT 208557453.430EDGE OF ASPHALT SC 208567453.223EDGE OF ASPHALT POC 208577452.973EDGE OF ASPHALT POC 208587452.831EDGE OF ASPHALT EC E 208597453.615UG TELEPHONE MARKER B 208607453.825UG TELEPHONE MARKER 208617453.825UG TELEPHONE MARKER 208627453.972UG TELEPHONE MARKER 208637453.701UG TELEPHONE MARKER 208647453.546UG TELEPHONE MARKER 208657453.569UG TELEPHONE MARKER 208667453.758UG TELEPHONE MARKER E 208677454.103WATER VALVE 208687453.926EDGE OF CONCRETE SC B 208697454.055WATER VALVE 208707453.617WATER VALVE 208717454.026WATER VALVE 208727454.026WATER VALVE D 208747453.599STORM DRAIN MANHOLE STMM1 STMM8 B S 208757453.397SAN. SEWER MANHOLE SAMM B 208767453.816EDGE OF CONCRETE POC208777453.791EDGE OF CONCRETE EC 208787453.720EDGE OF CONCRETE 208797453.479EDGE OF CONCRETE SC 208807453.407EDGE OF CONCRETE POC 208817453.301EDGE OF CONCRETE POC 208827453.222EDGE OF CONCRETE POC 208837453.112EDGE OF CONCRETE POC 208847453.039EDGE OF CONCRETE POC 208857452.983EDGE OF CONCRETE EC E 208867453.931EDGE OF CONCRETE B SC 208877453.902EDGE OF CONCRETE POC 208887453.894EDGE OF CONCRETE POC 208897453.910EDGE OF CONCRETE POC 208907453.875EDGE OF CONCRETE EC 208917454.029EDGE OF CONCRETE 208927454.291EDGE OF CONCRETE 208937454.002EDGE OF CONCRETE 208947453.944EDGE OF CONCRETE 208957454.400EDGE OF CONCRETE EOC1 B 208967453.944EDGE OF CONCRETE 208977454.549EDGE OF CONCRETE R 208987454.521 EDGE OF CONCRETE SC 208997454.689EDGE OF CONCRETE POC 209007454.829EDGE OF CONCRETE POC 209017454.955EDGE OF CONCRETE POC 209027455.163EDGE OF CONCRETE POC 209037455.354EDGE OF CONCRETE POC 209047455.051EDGE OF CONCRETE B 209057454.865EDGE OF CONCRETE SC 209067454.848EDGE OF CONCRETE POC 209077454.864EDGE OF CONCRETE POC 209087454.963EDGE OF CONCRETE EC 209097455.018EDGE OF CONCRETE SC 209107455.210EDGE OF CONCRETE POC 209117455.391EDGE OF CONCRETE POC 209127455.643EDGE OF CONCRETE POC 209137456.044EDGE OF CONCRETE EC E 209147455.743EDGE OF CONCRETE POC 209157456.144EDGE OF CONCRETE EC E 209167454.297AREA DRAIN STMM1 E 209177454.456GRADE BREAK B 209187454.445GRADE BREAK 209197454.473GRADE BREAK R 209207454.845EDGE OF CONCRETE B 209217454.164EDGE OF CONCRETE SC 209227453.978EDGE OF CONCRETE POC 209237453.823EDGE OF CONCRETE POC 209247453.702EDGE OF CONCRETE POC 209257453.641EDGE OF CONCRETE POC 209267453.593EDGE OF CONCRETE EC 209277453.593EDGE OF CONCRETE E 209287454.922UG ELECT. LINE B E 209297454.488ELECTRIC BOX UGE 209307454.753UG ELECT. LINE 209317454.423LIGHT POLE UGE 209327453.825UG ELECT. LINE 209337453.862LIGHT POLE UGE 209347453.826UG ELECT. LINE 209357453.622UG ELECT. LINE UGE1 B E 209367454.489ELECTRIC BOX UGE1 E 209377453.753LIGHT POLE UGE E C 209387454.794COMM BOX UGT B 209397453.993UG TELEPHONE MARKER 209407453.737UG TELEPHONE MARKER E 209417457.057" MISC. TREE 209427457.453" MISC. TREE 209437456.546" MISC. TREE 209447457.615" MISC. TREE 209457457.609" MISC. TREE 209467457.626" MISC. TREE 209477459.266" MISC. TREE 209487459.770" MISC. TREE 209497460.233" MISC. TREE 209507457.073BUILDING CORNER 209517456.966BUILDING CORNER E 209527456.929EDGE OF CONCRETE B 209537456.672EDGE OF CONCRETE 209547456.679EDGE OF CONCRETE 209557456.804EDGE OF CONCRETE E 209577457.073BUILDING CORNER B 209587457.073BUILDING CORNER 209597457.073BUILDING CORNER 209607457.073BUILDING CORNER E 209617454.319UG ELECT. LINE B 209627454.252UG ELECT. LINE 209637453.980UG ELECT. LINE 209647453.554UG ELECT. LINE 209657453.244UG ELECT. LINE E 209677454.941UG TELEPHONE MARKER B 209687456.057UG TELEPHONE MARKER 209697454.726UG TELEPHONE MARKER 209707454.588UG TELEPHONE MARKER 209717454.146UG TELEPHONE MARKER 209727454.184UG TELEPHONE MARKER 209737454.794UG TELEPHONE MARKER E 209747456.845" MISC. TREE 209757456.621" MISC. TREE 209767457.488" MISC. TREE 209777457.699" MISC. TREE 209787457.715" MISC. TREE 209797457.819" MISC. TREE 209807457.546" MISC. TREE 209817457.073EDGE OF BRICK B 209827456.831EDGE OF BRICK E 209837456.732EDGE OF BRICK B H2.0 V0 209847456.808EDGE OF BRICK H2.0 V0 209857457.034EDGE OF BRICK H2.0 V0 209867457.151EDGE OF BRICK H2.0 V0 209877457.134EDGE OF BRICK H2.0 V0 209887457.158EDGE OF BRICK H2.0 V0 20989 7457.073EDGE OF BRICK H2.0 V0 209907457.103EDGE OF BRICK H2.0 V0 209917456.920EDGE OF BRICK H2.0 V0 209927456.775EDGE OF BRICK H2.0 V0 209937456.781EDGE OF BRICK E H2.0 V0 209947457.005EDGE OF BRICK B 209957457.088EDGE OF BRICK 209967457.015EDGE OF BRICK R FF ELEV. = 7457.07± 209987455.529WATER VALVE E 209997456.029 ELECTRIC BOX UGE B 210007454.029 UG ELECT. LINE E 210077451.254GRADE BREAK B 210087451.239GRADE BREAK 210097451.211GRADE BREAK R 210107451.136AREA DRAIN STMM8 E 210117451.631GRADE BREAK B 210127451.700GRADE BREAK 210137451.641GRADE BREAK R 21014 7451.563AREA DRAIN 210157453.363UG ELECT. LINE B 210167453.433UG ELECT. LINE 210177453.384UG ELECT. LINE 210187453.041UG ELECT. LINE 210197453.521UG ELECT. LINE B 210207453.487UG ELECT. LINE 210217453.376UG ELECT. LINE 210227452.980UG ELECT. LINE 210237452.060UG ELECT. LINE 210247452.012UG ELECT. LINE 210257449.384UG ELECT. LINE210267449.390UG ELECT. LINE 210277449.059UG ELECT. LINE 210287449.086UG ELECT. LINE 210297448.873UG ELECT. LINE 210307449.279UG ELECT. LINE 210317449.272UG ELECT. LINE E 210327448.901UG ELECT. LINE 210337449.277UG ELECT. LINE 210347449.277UG ELECT. LINE E 210357450.919UG ELECT. LINE B 210367450.969UG TELEPHONE MARKER B 210377448.573UG TELEPHONE MARKER 210387448.602UG ELECT. LINE 210397448.145UG TELEPHONE MARKER 210407447.998UG ELECT. LINE 210417447.733UG ELECT. LINE 210427448.050UG ELECT. LINE 210437447.805UG ELECT. LINE 210447447.758UG TELEPHONE MARKER 210457447.403UG TELEPHONE MARKER E 210467447.344UG ELECT. LINE E 210477459.364GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 210487459.599GUTTER E H.92 V-.1 H-.21 V.48 H-.58 V.5210497459.599EDGE OF ASPHALT B 210507459.364EDGE OF ASPHALT 210517459.262EDGE OF ASPHALT 210527459.233EDGE OF ASPHALT E 210537461.211UG ELECT. LINE B 210547460.580UG ELECT. LINE 210557460.942UG ELECT. LINE 210567460.651UG ELECT. LINE 210577461.182UG ELECT. LINE 210587460.839UG ELECT. LINE 210597460.997UG ELECT. LINE 210607460.994UG ELECT. LINE 210617460.989UG ELECT. LINE 210627460.972UG ELECT. LINE 210637461.262UG ELECT. LINE 210647461.262UG ELECT. LINE 210657461.149UG ELECT. LINE 210667461.171UG ELECT. LINE 210677461.419UG ELECT. LINE 210687461.294UG ELECT. LINE 210737459.195" MISC. TREE210747459.144" MISC. TREE 210757461.175" MISC. TREE 210897457.454EDGE OF ASPHALT POC 210907457.251EDGE OF ASPHALT POC 210917457.033EDGE OF ASPHALT POC 210927456.776EDGE OF ASPHALT POC 210937456.600EDGE OF ASPHALT POC 210947456.495EDGE OF ASPHALT POC 210957456.382EDGE OF ASPHALT POC 210967456.297EDGE OF ASPHALT EC210977456.301EDGE OF ASPHALT 210987456.287EDGE OF ASPHALT 210997456.279EDGE OF ASPHALT 211007456.279GRADE BREAK B 211017456.279GRADE BREAK 211027456.379GRADE BREAK 211037456.379GRADE BREAK CLS 211117456.675GRADE BREAK 211127456.375GRADE BREAK E 211137456.373GUTTER 211147456.373 GUTTER E 211807457.849EDGE OF CONCRETE POC H.5 V0 211817457.668EDGE OF CONCRETE POC H.5 V0 211827457.426EDGE OF CONCRETE POC H.5 V0 211837457.214EDGE OF CONCRETE POC H.5 V0 211847457.005EDGE OF CONCRETE POC H.5 V0 211857456.868EDGE OF CONCRETE POC H.5 V0 211867456.780EDGE OF CONCRETE POC H.5 V0 211877456.716EDGE OF CONCRETE EC H.5 V0 211887456.699EDGE OF CONCRETE E H.5 V0211897456.708EDGE OF CONCRETE B 211907456.732EDGE OF CONCRETE E 211927460.447BUILDING CORNER B 211937461.349BUILDING CORNER 211947468.013BUILDING CORNER 211957467.966BUILDING CORNER 211967466.502BUILDING CORNER BLDC4 B 212067456.681BUILDING CORNER R 212107466.502BUILDING CORNER 212117466.502BUILDING CORNER R 212127461.428BUILDING CORNER B 212137461.556BUILDING CORNER 212147461.556BUILDING CORNER R 212177456.231AREA DRAIN 212517458.398STONE WALL H1 V0 212527458.336STONE WALL E H1 V0 SD SD S D C B L C B L C B L C B L C B L C B L C B L C B L C B L S D UG E UGE U G E U G E U G E U G E U G E U G E W W W W W W W W W W W W W W W W W W W W W W W W W W UGE UGE UGE UGE UGE UGE UGE U G E U G E U G E U G E EXI S T I N G P A T I O EXI S T I N G P A T I O BOULDER WALL P5 P6 P6 P6 P4 P4 P1 P4 P4 P1 BOLLARD LIGHT (TYP.) REF LIGHTING PLAN P2 P6 P1 P5 P5 MATCH TO EXISTING PATH L3 . 3 P M 1 P5 P5 L3 . 8 1 P M L3 . 8 1 P M P2 P5 P5 P4 P4 P2 P2 P5 P5 9'- 2 1 4" 8'-2" 1 6 ' 9'-8 1 8" Cu s t o m Bo u l d e r 1 125" Cu s t o m Bo u l d e r 2 3' - 1 5 8 "4'-7 1 8 " 7'- 61 8" 4'-9 3 8" 8 ' 5' 24" 44" 55" P7 P7 CUSTOM CLIMBING FEATURES BY IDS, REF L3.51 PM - L3.59 SI M L3.22 PM 2 L3 . 2 2 P M 2 L3 . 2 2 P M 4 L3 . 2 2 P M 4 L3 . 2 2 P M 2 1 8 ' - 0 " 2 4 ' - 0 " 1 8 ' - 0 " 9 ' - 0 " 5 ' - 6 " 10'-0 " 10 ' - 0 " 21 ' - 2 " 2.0 % 5.0% 5.0% 1 . 0 % 1.0% 5. 0 % 5.0% 4.7% 5 . 0 % 8 . 0 % 8 0 ' - 5 " 12'- 1 0 " 5'-0 " 5'-0 " 2 0 ' - 3 " 2 4 ' - 0 " 8 ' - 0 " 11'-1 1 " 6'-7 " 7 ' - 0 " 6'-2 " 5'-8" 10 ' - 9 " 14'-0" 6'- 0 " 7'- 1 0 " 8'-0" 8' - 1 " 10 ' - 8 " 16 ' - 0 " 24 ' - 1 " 1 0 ' - 7 " 1 6 ' - 3 " 17'-6 " 1 2 ' - 4 " 8'-9 " 8 ' - 3 " 5'-0 " 5 ' - 0 " 7'-0" 24'- 5 " 7 ' - 4 " 7'-8" 6 ' - 1 0 " 5 ' - 2 " 9 ' - 3 " 8 ' - 4 " 6 ' - 7 " 1 0 ' - 0 " 12'- 8 " 2 4 ' - 0 " 25'-0 " 5. 0 % 1 ' - 6 " 1'-6" 2 . 0 % 2.0% 5.0% 0 . 0 4 % 0.3% 1 2 3 38 37 36 35 34 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 32 33 GAR A G E ENT R A N C E PRO P O S E D S H A R E D ROA D PLANTER WALLS 24" TALL TERRACED SEATING W E S T B E A V E R C R E E K B L V D . BOBS PLACE PATIO PAVER PATH TO MATCH THE PEDESTRIAN MALL LODGE AT AVON CENTER AVON TOWN HALL PROPOSED BUILDING AV O N P E D E S T R I A N M A L L PR O P E R T Y L I N E SE T B A C K L I N E SETB A C K L I N E SET B A C K L I N E PRO P E R T Y L I N E EAS E M E N T L I N E EAS E M E N T L I N E PAT I O PAT I O PAT I O PAT I O COMMERCIA L PATIO GARAGE BELOW GARAGE BELOW DECORATIVE PANELS GUARDRAILS AROUND HOT TUB AREA EAS E M E N T L I N E PRO P E R T Y L I N E UTIL I T Y E A S E M E N T L I N E EAS E M E N T L I N E EAS E M E N T L I N E SET B A C K L I N E PROP E R T Y L I N E SYNTHETIC TURF +TW 60 +TW 59.5 TW 59.5+ LE T T U C E S H E D L A N E ROOF OVERHANG ROOF OVERHANG PROPOSED LOT 3 ROOF OVERHANG GARAGE BELOW ROOF OVERHANG F I R E L A N E FDC ACCESS PAT I O TRASH DUMPSTERS TRANSPLANT 5 EXISTING SHUBERT CHOKECHERRY ROOF OVERHANG ENTRANCE PLAZA 12'x8' 12'x8' 12'x8' B I K E L A N E B I K E L A N E GATES INTO HOT TUB AREA SPA LIFT CONDENSERS GENERATOR TRANSFORMERS DRA I N A G E E A S E M E N T L I N E COMMERCIAL PATIO PLANTER WALLS 24" TALL PROP E R T Y L I N E 38 PARKING SPOTS BIKE RACKS (4) BIKE RACKS (4) BIKE RACKS (4) PEDESTRIAN WALKWAY BIKE RACKS (4) PROTECTED CURB SPACE FOR WHEEL OVERHANG PROTECTED CURB SPACE FOR WHEEL OVERHANG CORTEN PANEL PLANTER WALL (280 LF) +FFE 57.07 +(53.9) FFE 55.5+ BW 54.55+ +(61) FFE 57.5+ FFE 57.5+ +(61) +BW 57.5 +(60.7) +(61) +(61) FFE 57.5+ +FFE 55.5 +FFE 55.5 +FFE 55.5 +FFE 55.5 BW(53.96)++55.5 + (53.5) 55.5+ +59.74 +57.5 TW 60.9+ TW 59.5+ +TW 59.5 +TW 59.5 TW 59.5+ TW 59.5+ PLANTER WALLS 24" TALL +TS 55.3 +54.67 +TW 59.5 +TW 60.9 +TW 59.5 +60 +60 +TW 59.5 (53.26)+ PLANTER WALLS 30" TALL PLANTER WALLS 30" TALL RIVER ROCK AREA PLANTER WALLS 30" TALL PLANTER WALLS 24"-30" TALL + BS 54.3 +45 +45.12 +45.17 +50 +55 +60 +61 +62 +62 +61 +TW 61 +TW 62.32 +BW 59.26 TW 62.35+ TW 62.39+ TW 62.39+ +BW 45.75 +BW 45.75 TW 50.42+ +62 +62 56.05+ + 57.5 (54.6)+ TW 56.05+ BW 54.46+ + 57.26 57.29+ TW 56.05+ TW 57.05+ TW 55.5+ +TW 55.5 +BW 53.5 TW 55.5+ +TW 55.5 +TW 55.5 +TW 57.8 +BW 57.5 +TW 59.5 TW 59.5+ TW 59.5+ TW 59.5+ TW 59.5+ TW 59.5+ TW 59.5+ +TW 59.5 +BW 59.5 BW 59.5+ TW 61+ +TW 61 +BW 61 BW 61+ TW 59.5+ +TW 59.5 +BW 57.5 BW 57.5+ +BW 57.5 TW 59.5+ BW 57.5+ TW 61+ BW 57.5+ +BW 57.5 +TW 61 +BW 61 TW 61+ BW 61+ +TW 61 +BW 61 57.5+ (59.95) + + 57.17 + 57.5 TW 59.5+ BW 57.08+ +57.26 +FFE 57.07 +BW 57.5 +BW 57.5 BW 57.5+ BW 57.5+ BW 57.5+ TW 60.9+ +BW 57.5 BW 57.5+ (57.0) + BW 55.5+ +BW 55.5 TW 55.5 + +TS 55.5 +TS 55.0 +TS 54.5 +TS 54.0BW 53.5+ BW 53.5+ + BW 53.5 TW 56.05 + BW 57.3+ +TW 59.5 +BW 57.47 TW 59.5 + +BW 57.5 + BW 57.13 FFE 57.5+ +57.12 +TS 57.0 +TS 56.5 +TS 56.0 BW 55.5+ +TW 60 +BW 59.5 8'-8 " +(60.85) CORTEN PANEL PLANTER WALL (280 LF) 5' TALL GUARDRAIL SEATING OVERLOOK +TW 57.8 +BW 55.5 4 ' - 6 " 4 ' - 1 " 12'-2 " GATES INTO HOT TUB AREA 6'-6" Symbol Key Botanical Common Name QTY Size Spacing Notes Shrubs Eac Euonymus alatus "Compactus' Dwarf Burning Bush 3 Layout to be approved by R.L.A. prior to installation and planting5 gal.Varies Rw Rosa woodsii Woods' Rose 12 Varies Layout to be approved by R.L.A. prior to installation and planting5 gal. Aar Amelanchier alnifolia 'Regent' Regent Serviceberry 8 Varies Layout to be approved by R.L.A. prior to installation and planting5 gal. So Symphoricarpos oreophilus Mountain Snowberry 15 Layout to be approved by R.L.A. prior to installation and planting5 gal.Varies Jc Juniperus communis Common Juniper 1 Layout to be approved by R.L.A. prior to installation and planting5 gal.Varies Csaf Cornus sericea 'Arctic Fire' Arctic Fire Dogwood 11 Varies Layout to be approved by R.L.A. prior to installation and planting5 gal. Spn Salix purpurea nana Arctic Willow 11 Layout to be approved by R.L.A. prior to installation and planting5 gal.Varies Cakf Calamagrostis acutiflora 'Karl Forester' Feather Reed Grass Symbol Key Botanical Common Name QTY Size Spacing Notes Ornamental Grasses Layout to be approved by R.L.A. prior to installation and planting 37BgBouteloua gracilis Blue Grama Grass 1 gal.Layout to be approved by R.L.A. prior to installation and planting 5 gal. Varies Varies76 Fg Festuca glauca Blue Fescue Layout to be approved by R.L.A. prior to installation and planting1 gal.Varies37 Hs Helioctotrichon sempervirens Blue Avena Grass Layout to be approved by R.L.A. prior to installation and planting5 gal.Varies32 Rnw Rosa 'Nearly Wild' Nearly Wild Rose 12 Varies5 gal. Csb Cornus sericea "Baileyi' Bailey Redtwig Dogwood 7 5 gal.Varies Ral Ribes alpinum Alpine Currant 7 Varies5 gal. Pt Populus tremuloides Quaking Aspen 8 2.5" cal. as shown THE SUMMIT PLANTING PLAN SCHEDULE Symbol Key Botanical Common Name QTY Size Spacing Notes Trees single stem Ppbe Picea pungens 'Baby Blue Eyes" Baby Blue Eyes Spruce 6 8' ht. as shown Ms Malus 'Spring Snow' Spring Snow Crabapple 2 2.5" cal. as shown Perennials Mixed Species (See Sun/Part Sun Perennial List) 2,342 SF Symbol Common Name Total Area Container Size 1 gal. Spacing 15" OC QTY 1,121 Groundcover Symbol Common Name Total Area Material / Product Depth / Rate Supplier Shady Perennials (See Shady Perennial List) 1 gal.15" OC801 SF 270 Native Seed 5,931 SF 50% Low grow Mix 50% Rocky Mtn. Wildflower Mix 1 lbs/ 1000 sf Arkansas Valley Seed Athw Acer tataricum 'Hot Wings' Hot Wings Tatarian Maple 4 2.5" cal. as shown single stem single stem REMOVED EXISTING TREES- 20 TREES PRESERVED EXISTING TREES- 15 TREES DECORATIVE PARASOLEIL PERFORATED SCREENS (3'X4') = 154 LF CONCRETE UNIT PAVERS, PAVESTONE PLAZA STONE SERIES, - 16,735 SF STANDARD "GRAY" CONCRETE SLAB ON GRADE - 1,870 SF ASPHALT PAVING- 13,003 SF STAMPED CONCRETE HOT TUB DECK-BUTTERFIELD COLOR- GILPIN'S FALL BRIDGE PLANT- WALNUT COLOR - 1,056 SF THE SUMMIT AREA CROSSWALK MATERIAL HATCHES SYNTHETIC TURF - 872 SF RIVER ROCK - 630 SF CONCRETE UNIT PAVERS, PAVESTONE PLAZA STONE SERIES, 6"x6"x60mm, Co p y r i g h t © 2 0 2 5 b y Z e h r e n & A s s o c i a t e s I n c . Co p y r i g h t © 2 0 2 5 b y Z e h r e n & A s s o c i a t e s I n c . Z: \ 2 0 2 5 \ 2 5 3 1 7 2 \ I V . C u r r e n t D o c u m e n t s \ 0 4 . P l o t S h e e t s \ L a n d s c a p e P l o t S h e e t s \ L 1 . 0 0 O V E R A L L S I T E P L A N . d w g , 1 1 / 5 / 2 0 2 5 1 1 : 1 5 : 1 3 A M , DW G T o P D F . p c 3 LOT B PROPERTY AREA= 66,925 SF THE SUMMIT AREA OF DISTURBANCE= 78,662 TOWN OF AVON OWNS= 11,468 SF TOTAL IMPERVIOUS AREA= 9,293 SF=81% OF THE TOWN OF AVON AREA LANDSCAPE AREA= 2,175 SF= 18.9% OF THE TOWN OF AVON AREA TOWN OF AVON - SITE COVERAGE DIAGRAM © 2025 Zehren and Associates, Inc. ZEHREN AND ASSOCIATES, INC. ARCHITECTURE PLANNING INTERIORS LANDSCAPE ARCHITECTURE PO Box 1976, Avon Colorado P. (970) 949-0257 www.zehren.com THE SUMMIT APARTMENTS - TOWN COUNCIL PACKAGE 01.13.26 14 UG E SS SS SS SS SS SS SS SS SD S D S D S D S D S D S D S D SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D S D S D SD W UGE UGE W W W W W W W W W W W W W CB L CB L CBL CBL CBL SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD UG E CB L C B L C B L C B L CBL CBL CBL CBL CBL UGE UGE UGE U G E U G E UG E U G E 200057467.416OVERHANG B 200067460.447BUILDING CORNER B 200077459.174BUILDING CORNER E 200087467.293OVERHANG 200097459.952BUILDING CORNER B 200107457.007BUILDING CORNER 200117457.007BUILDING CORNER E 200127457.007OVERHANG 200137457.007OVERHANG 200147467.315OVERHANG 200157467.228OVERHANG 200167467.346OVERHANG 200177467.270OVERHANG E 200187456.731BUILDING CORNER B 200197455.951BUILDING CORNER B 200207456.725BUILDING CORNER B 200217456.731BUILDING CORNER 200227456.731BUILDING CORNER R 200237455.951BUILDING CORNER 200247455.951BUILDING CORNER R 200257456.725BUILDING CORNER 200267456.725BUILDING CORNER R 200277455.854GRADE BREAK B 200287456.684GRADE BREAK 200297456.333GRADE BREAK CLS 200307455.412GRADE BREAK B 200317456.019GRADE BREAK 200327455.782GRADE BREAK CLS 200337456.759EDGE OF CONCRETE B SC 200347456.716EDGE OF CONCRETE POC 200357456.655EDGE OF CONCRETE POC 200367456.592EDGE OF CONCRETE POC 200377456.526EDGE OF CONCRETE EC 200387456.374EDGE OF CONCRETE SC 200397456.091EDGE OF CONCRETE POC 200407455.822EDGE OF CONCRETE POC 200417455.595EDGE OF CONCRETE POC 200427455.491EDGE OF CONCRETE EC 200437454.912EDGE OF CONCRETE E 200447454.470EDGE OF CONCRETE B 200457454.864EDGE OF CONCRETE 200467455.914EDGE OF CONCRETE200477455.888EDGE OF CONCRETE 200487455.930EDGE OF CONCRETE SC 200497455.963EDGE OF CONCRETE POC 200507456.021EDGE OF CONCRETE POC 200517456.070EDGE OF CONCRETE EC 200527456.464EDGE OF CONCRETE 200537460.100EDGE OF CONCRETE 200547460.309EDGE OF CONCRETE 200557460.593EDGE OF CONCRETE SC 200567460.680EDGE OF CONCRETE POC 200577460.743EDGE OF 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200847453.663EDGE OF CONCRETE H.42 V0 200857452.843EDGE OF CONCRETE B 200867453.447EDGE OF CONCRETE 200877453.586EDGE OF CONCRETE 200887453.455EDGE OF CONCRETE 200897453.488EDGE OF CONCRETE E 200907453.335TOP OF BANK B 200917453.143TOP OF BANK 200927453.043TOP OF BANK 200937452.637TOP OF BANK 200947452.653TOP OF BANK 200957452.814TOP OF BANK 200967453.081TOP OF BANK 200977453.281TOP OF BANK 200987453.083TOP OF BANK 200997452.820TOP OF BANK 201007452.988TOP OF BANK 201017452.972TOP OF BANK E 201027452.338TOE OF BANK B 201037451.042TOE OF BANK 201047450.134TOE OF BANK 201057449.296TOE OF BANK 201067448.746TOE OF BANK 201077447.942TOE OF BANK 201087447.529TOE OF BANK 201097447.083TOE OF BANK 201107446.013TOE OF BANK 201117445.703TOE OF BANK 201127445.789TOE OF BANK 201137445.683TOE OF BANK 201147446.008TOE OF BANK 201157445.815TOE OF BANK 201167445.965 TOE OF BANK 201177446.390TOE OF BANK E 201187447.437EDGE OF ASPHALT B 201197447.227EDGE OF ASPHALT 201207448.569EDGE OF ASPHALT 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SC B 201907460.260GUTTER POC 201917460.316GUTTER POC 201927460.408GUTTER POC 201937460.463GUTTER POC 201947460.508GUTTER POC 201957460.515GUTTER EC 201967460.856GUTTER E 201977460.916GUTTER B 201987460.433GUTTER SC 201997460.395GUTTER POC202007460.375GUTTER EC 202017459.879GUTTER E 202027460.407GRADE BREAK B NZ 202037460.505GRADE BREAK NZ 202047460.529GRADE BREAK NZ 202057460.435GRADE BREAK CLS NZ 202067460.598GRADE BREAK B NZ 202077460.718GRADE BREAK NZ 202087460.745GRADE BREAK NZ 202097460.705GRADE BREAK CLS NZ 202107460.229EDGE OF CONCRETE B H.42 V0 202117461.017EDGE OF CONCRETE SC H.42 V0 202127461.021EDGE OF CONCRETE POC H.42 V0 202137461.032EDGE OF CONCRETE EC H.42 V0 202147460.955EDGE OF CONCRETE SC H.42 V0 GB B 202157461.043EDGE OF CONCRETE POC 202167461.065EDGE OF CONCRETE POC 202177461.179EDGE OF CONCRETE POC 202187461.311EDGE OF CONCRETE EC E 202197461.230EDGE OF CONCRETE B SC 202207461.221EDGE OF CONCRETE POC 202217461.232WATER VALVE 202227461.183EDGE OF CONCRETE POC 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CONCRETE EC 202517460.142EDGE OF CONCRETE SC 202527460.222EDGE OF CONCRETE POC 202537460.355EDGE OF CONCRETE POC 202547460.487EDGE OF CONCRETE POC 202557460.422EDGE OF CONCRETE EC 202567460.281EDGE OF CONCRETE 202577460.302EDGE OF CONCRETE 202587460.368EDGE OF CONCRETE SC 202597460.374EDGE OF CONCRETE POC 202607460.517EDGE OF CONCRETE POC 202617460.527EDGE OF CONCRETE POC 202627460.664EDGE OF CONCRETE POC 202857461.228EDGE OF CONCRETE POC 202867461.175 EDGE OF CONCRETE POC 202877461.065EDGE OF CONCRETE POC 202887461.000EDGE OF CONCRETE EC 202897461.091EDGE OF CONCRETE 202907461.060EDGE OF CONCRETE E 202917461.021ELECTRIC MANHOLE 202927461.033EDGE OF CONCRETE 202937461.041EDGE OF CONCRETE SC 202947461.185EDGE OF CONCRETE POC 202957461.166EDGE OF CONCRETE POC 202967461.020EDGE OF CONCRETE POC 202977460.926EDGE OF CONCRETE EC H.42 V0 GB B 202987460.852EDGE OF CONCRETE SC H.42 V0 202997460.853EDGE OF CONCRETE POC H.42 V0203007460.848EDGE OF CONCRETE EC H.42 V0 203017460.354EDGE OF CONCRETE E H.42 V0 203027460.797EDGE OF CONCRETE B 203037461.135EDGE OF CONCRETE SC 203047461.037EDGE OF CONCRETE POC 203057460.936EDGE OF CONCRETE EC 203067460.733EDGE OF CONCRETE B 203077460.758EDGE OF CONCRETE 203087460.707EDGE OF CONCRETE 203097460.700EDGE OF CONCRETE EOC E 203107460.681EDGE OF CONCRETE E EOC B H.42 V0 203117460.865EDGE OF CONCRETE SC H.42 V0 203127460.796EDGE OF CONCRETE POC H.42 V0 203137460.792EDGE OF CONCRETE POC H.42 V0 203147460.695EDGE OF CONCRETE EC H.42 V0 203157460.559EDGE OF CONCRETE H.42 V0 203167459.961EDGE OF CONCRETE GB 1 B 203177460.185GRADE BREAK 1 E 203187459.953EDGE OF CONCRETE GB 1 B 203197460.159GRADE BREAK 1 E 203207460.663EDGE OF CONCRETE SC H.42 V0 203217460.698EDGE OF CONCRETE POC H.42 V0 203227460.824EDGE OF CONCRETE POC H.42 V0203237460.858EDGE OF CONCRETE POC H.42 V0 203247460.937EDGE OF CONCRETE POC H.42 V0203257460.947EDGE OF CONCRETE POC H.42 V0 203267460.963EDGE OF CONCRETE EC H.42 V0 203277460.874EDGE OF CONCRETE SC H.42 V0 GB E 203287460.882EDGE OF CONCRETE POC 203297461.076SPOT GRADE PAV 203307461.076EDGE OF CONCRETE EC 203317460.792EDGE OF CONCRETE E 203427460.967EDGE OF CONCRETE POC H.42 V0 203437460.883EDGE OF CONCRETE POC H.42 V0 203447460.859EDGE OF CONCRETE POC H.42 V0 203457460.715EDGE OF CONCRETE POC H.42 V0 203467460.691EDGE OF CONCRETE EC H.42 V0 203477460.733EDGE OF CONCRETE E H.42 V0 203487460.236GUTTER SC B 203497460.377GUTTER POC 203507460.397GUTTER POC 203517460.357GUTTER EC 203527460.175GUTTER 203537460.129GUTTER E 203547460.119GUTTER B 203557460.202GUTTER SC 203567460.303GUTTER POC 203577460.410GUTTER POC 203587460.481GUTTER POC 203597460.548GUTTER POC 203707461.227ROAD CL POC 203717461.031ROAD CL POC 203727460.910ROAD CL POC 203737460.726ROAD CL POC 203747460.569ROAD CL POC 203757460.514ROAD CL POC 203767460.661ROAD CL POC D 203787451.709STORM DRAIN MANHOLE STMM5 B 203797444.585AREA DRAIN STMM5 203807444.557EDGE OF CONCRETE CIR 203817444.616EDGE OF CONCRETE 203827444.628EDGE OF CONCRETE 203837449.685AREA DRAIN STMM5 203847456.693AREA DRAIN STMM5 D 203857460.363STORM DRAIN MANHOLE STMM5 E 7457.91 NOMATCH STIV 203877460.269AREA DRAIN203887460.277GRADE BREAK B 203897460.283GRADE BREAK 203907460.300GRADE BREAK 203917460.286GRADE BREAK CLS D 203927460.541STORM DRAIN MANHOLE STMM4 B STMM5 B 203937459.387AREA DRAIN 203947459.417GRADE BREAK B 203957459.389GRADE BREAK 203967459.390GRADE BREAK 203977459.447GRADE BREAK CLS7456.69 NOMATCH STIV 203997460.023AREA DRAIN STMM4 E 204007460.083AREA DRAIN STMM7 B 204067461.553LIGHT POLE 204077461.262LIGHT POLE 204087461.306LIGHT POLE D 204097460.525STORM DRAIN MANHOLE STMM5 STMM7 E 204107461.056LIGHT POLE 204117460.903WATER VALVE 204127465.266FIRE HYDRANT 204137461.211LIGHT POLE 204147459.852GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 204157459.233GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 204167459.252GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 204177459.262GUTTER E H.92 V-.1 H-.21 V.48 H-.58 V.5 204187459.599GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 204197459.436GUTTER SC H.92 V-.1 H-.21 V.48 H-.58 V.5 204207459.426GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204217459.417GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5204227459.418GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5204237459.385GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204247459.623GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204257459.786GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204267459.863GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204277459.943GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204287460.092GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204297460.311GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204307460.385GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204317460.460GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204327460.522GUTTER EC H.92 V-.1 H-.21 V.48 H-.58 V.5 204337460.874GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 204347461.015GUTTER E H.92 V-.1 H-.21 V.48 H-.58 V.5 204357460.969" MISC. TREE 204367461.143" MISC. TREE 204377457.231GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 204387457.149GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 204397456.725GUTTER SC H.92 V-.1 H-.21 V.48 H-.58 V.5 204407456.750GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204417456.686GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5204427456.670GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204437456.725GUTTER EC H.92 V-.1 H-.21 V.48 H-.58 V.5 204447457.800GUTTER SC H.92 V-.1 H-.21 V.48 H-.58 V.5 204457457.896GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204467457.881GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204477457.825GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204487457.804GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204497457.758GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204507457.681GUTTER EC H.92 V-.1 H-.21 V.48 H-.58 V.5 204517457.360GUTTER CLS H.92 V-.1 H-.21 V.48 H-.58 V.5 204527457.564LIGHT POLE 204537453.227GUTTER B 204547453.418EDGE OF CONCRETE B 204557453.249EDGE OF CONCRETE B 204567452.533EDGE OF CONCRETE 204577452.298GUTTER 204587452.558EDGE OF CONCRETE 204597451.892EDGE OF CONCRETE E 204607451.768GUTTER E 204617452.022EDGE OF CONCRETE E 204627453.218EDGE OF CONCRETE SC B 204637453.392EDGE OF CONCRETE POC 204647453.114EDGE OF CONCRETE POC 204657453.089EDGE OF CONCRETE POC 204667453.096EDGE OF CONCRETE POC 204677453.112EDGE OF CONCRETE EC 204687452.959EDGE OF CONCRETE SC204697452.885EDGE OF CONCRETE POC 204707452.827EDGE OF CONCRETE POC 204717452.844EDGE OF CONCRETE POC 20472 7452.987EDGE OF CONCRETE EC CLSE204737453.092ELECTRIC BOX /KEY PAD GARAGE 204747453.220EDGE OF CONCRETE B 204757454.470EDGE OF CONCRETE E 204767453.219GUTTER B 204777454.470GUTTER E 204787456.759EDGE OF CONCRETE B 204797456.926EDGE OF CONCRETE 204807456.892EDGE OF CONCRETE204817456.892EDGE OF CONCRETE204827456.892EDGE OF CONCRETE 204837456.689EDGE OF CONCRETE 204847456.689EDGE OF CONCRETE 204857456.638EDGE OF CONCRETE204867456.638EDGE OF CONCRETE 204877456.670EDGE OF CONCRETE 204887456.672EDGE OF CONCRETE 204897456.671EDGE OF CONCRETE 204907456.699EDGE OF CONCRETE 204917456.724EDGE OF CONCRETE 204927457.032EDGE OF CONCRETE E 204937467.270OVERHANG B 204947468.089OVERHANG E 204957457.007BUILDING CORNER B 204967468.089BUILDING CORNER 204977464.287NATURAL GROUND NZ 204987465.808NATURAL GROUND NZ 204997464.287BUILDING CORNER 205007466.125BUILDING CORNER 205017448.943GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 205027448.825GUTTER 205047448.757GUTTER POC 205057448.819GUTTER 205067449.177GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205077449.094GUTTER CLS H.92 V-.1 H-.21 V.48 H-.58 V.5 205087449.329LIGHT POLE 205097447.437EDGE OF ASPHALT B 205107448.230EDGE OF ASPHALT 205117448.435EDGE OF ASPHALT 205127448.946EDGE OF ASPHALT 205137449.262EDGE OF ASPHALT 205147448.989EDGE OF ASPHALT 205157449.201EDGE OF ASPHALT 205167449.094EDGE OF ASPHALT 205177449.030EDGE OF ASPHALT 205187449.274EDGE OF ASPHALT 205197450.222EDGE OF ASPHALT 205207450.476EDGE OF ASPHALT 205217450.969EDGE OF ASPHALT 205227451.167EDGE OF ASPHALT 205237451.250EDGE OF ASPHALT 205247452.213EDGE OF ASPHALT 205257452.686EDGE OF ASPHALT 205267453.186EDGE OF ASPHALT 205277453.816EDGE OF ASPHALT 205287454.440EDGE OF ASPHALT 205297454.718EDGE OF ASPHALT 205307454.899EDGE OF ASPHALT 205317455.142EDGE OF ASPHALT 205327455.309EDGE OF ASPHALT 205337455.483EDGE OF ASPHALT E 205347455.389EDGE OF ASPHALT B 205357455.281EDGE OF ASPHALT 205367455.204EDGE OF ASPHALT 205377455.031EDGE OF ASPHALT 205387454.532EDGE OF ASPHALT 205397453.055EDGE OF ASPHALT 205407452.690EDGE OF ASPHALT 205417452.474EDGE OF ASPHALT 205427452.248EDGE OF ASPHALT 205437451.822EDGE OF ASPHALT 205447451.283EDGE OF ASPHALT 205457450.910EDGE OF ASPHALT E 205467450.898GUTTER B H-.92 V-.1 H.21 V.48 H.58 V.5 205477450.787GUTTER H-.92 V-.1 H.21 V.48 H.58 V.5 205487450.787GUTTER E H-.92 V-.1 H.21 V.48 H.58 V.5 205497450.542GUTTER B H-.92 V-.1 H.21 V.48 H.58 V.5 205507450.731GUTTER H-.92 V-.1 H.21 V.48 H.58 V.5 205517450.744GUTTER H-.92 V-.1 H.21 V.48 H.58 V.5 205527449.832GUTTER H-.92 V-.1 H.21 V.48 H.58 V.5 205537450.178GUTTER E H-.92 V-.1 H.21 V.48 H.58 V.5 205547447.909LIGHT POLE 205557451.905LIGHT POLE 205567455.483NATURAL GROUND NZ 0.75 205577453.235GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 205587453.181GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205597452.254GUTTER 205617452.343GUTTER POC 205627452.064GUTTER 205637452.177GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205647451.550 GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205657446.974GUTTER E H.92 V-.1 H-.21 V.48 H-.58 V.5 205667450.990LIGHT POLE 205677456.425OVERHANG B 205687456.459OVERHANG E 205697446.280GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 205707446.308GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205717446.719GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205727449.814GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205737450.178GUTTER E H.92 V-.1 H-.21 V.48 H-.58 V.5 205747445.899EDGE OF CONCRETE B FF ELEV. = 7445.52± 205767445.413EDGE OF CONCRETE B 205777445.578EDGE OF CONCRETE EOC2 B 205787445.505EDGE OF CONCRETE 205797445.564EDGE OF CONCRETE 205807445.591EDGE OF CONCRETE 205817448.452EDGE OF CONCRETE 205827448.174EDGE OF CONCRETE 20583 7445.879EDGE OF CONCRETE EOC E 205847445.579EDGE OF CONCRETE E EOC1 205857445.624EDGE OF CONCRETE 205867445.593EDGE OF CONCRETE205877445.593EDGE OF CONCRETE 205887445.595EDGE OF CONCRETE FF ELEV. = 7445.55± 205907445.537EDGE OF CONCRETE CLS 205927445.391GRADE BREAK B 205937445.443GRADE BREAK 205947445.513GRADE BREAK 205957445.539GRADE BREAK CLS 205967445.499EDGE OF CONCRETE B 205977445.613EDGE OF CONCRETE E 205987456.670EDGE OF CONCRETE E 205997455.335NATURAL GROUND NZ 206007455.336NATURAL GROUND NZ 206017455.335BUILDING CORNER 206027455.336BUILDING CORNER206037455.336BUILDING CORNER 206047455.321BUILDING CORNER 206057455.321BUILDING CORNER 206067455.321BUILDING CORNER 206077455.321BUILDING CORNER 206087455.738BUILDING CORNER E /CONTINUES UNDERGROUND 206097453.607SIGN 206107453.877SIGN 206117454.025SIGN 206127453.920SIGN 206137454.283SIGN 206147454.747SIGN 206157456.472" MISC. TREE 206167453.033" MISC. TREE 206177453.750" MISC. TREE 206187453.395" MISC. TREE 206197450.027" MISC. TREE 206207449.354" MISC. TREE 206217449.780" MISC. TREE 206227452.823" MISC. TREE 206237451.346" MISC. TREE 206247452.785" MISC. TREE 206257453.986LIGHT POLE 206267454.121LIGHT POLE 206277453.574LIGHT POLE 206287453.633LIGHT POLE 206297454.271LIGHT POLE 206307453.566LIGHT POLE 206317454.289" MISC. TREE 206327454.439" MISC. TREE 206337454.295" MISC. TREE 206347454.187" MISC. TREE 206367453.497EDGE OF CONCRETE CIR 206377453.497EDGE OF CONCRETE 206387453.509EDGE OF CONCRETE 206397453.600EDGE OF CONCRETE B 206407453.627EDGE OF CONCRETE 206417453.596EDGE OF CONCRETE R 206427466.125BUILDING CORNER 206437466.125BUILDING CORNER 206447443.531AREA DRAIN TRENCH B 206457443.643AREA DRAIN TRENCH E 206467456.873CONC. WALL B H.67 V0 20647 7456.860CONC. WALL H.67 V0 206487456.799CONC. WALL H.67 V0 206497456.547CONC. WALL H.67 V0 206517457.077WOOD FENCE B 206527456.871EDGE OF BRICK B 206537456.872EDGE OF BRICK 206547456.795EDGE OF BRICK 206557456.782EDGE OF BRICK 206567456.865EDGE OF BRICK 206577456.883EDGE OF BRICK 206587456.673EDGE OF BRICK 206597456.868WOOD FENCE 206607457.098WOOD FENCE 206617457.006EDGE OF BRICK 206627457.134EDGE OF BRICK206637457.132WOOD FENCE 206647456.959WOOD FENCE 206657456.851EDGE OF BRICK 206667457.077EDGE OF BRICK 206677457.074WOOD FENCE 206687457.278EDGE OF BRICK EOB1 B206697457.206WOOD FENCE 206707457.095WOOD FENCE 206717457.175EDGE OF BRICK 206727456.947EDGE OF BRICK CLS206737456.947WOOD FENCE E 206747458.333" MISC. TREE 206757458.331" MISC. TREE 206767458.274" MISC. TREE 206777458.112" MISC. TREE 206787457.224" MISC. TREE 206797456.733UG ELECT. LINE B 206807456.693UG ELECT. LINE206817456.713UG ELECT. LINE 206827456.653UG ELECT. LINE 206837452.747UG ELECT. LINE 206847452.109UG ELECT. LINE E 206857455.373EDGE OF CONCRETE B 206867455.389EDGE OF CONCRETE 206877455.397EDGE OF CONCRETE 206887455.199EDGE OF CONCRETE SC 206897455.123EDGE OF CONCRETE POC 206907454.887EDGE OF CONCRETE POC 206917454.502EDGE OF CONCRETE POC 206927454.184EDGE OF CONCRETE POC 206937453.926NATURAL GROUND 206947453.931EDGE OF CONCRETE B SC 206957453.926EDGE OF CONCRETE EC E 206967454.175EDGE OF CONCRETE POC 206977454.388EDGE OF CONCRETE POC 206987454.538EDGE OF CONCRETE POC 206997454.849EDGE OF CONCRETE POC 207007455.117NATURAL GROUND 207017455.117EDGE OF CONCRETE POC 207027455.117EDGE OF CONCRETE POC 207037455.832EDGE OF CONCRETE EC 207047455.991EDGE OF CONCRETE 207057456.334EDGE OF CONCRETE SC 207067456.689EDGE OF CONCRETE POC 207077456.861EDGE OF CONCRETE POC 207087456.951EDGE OF CONCRETE EC 207097457.037EDGE OF CONCRETE 207107457.014EDGE OF CONCRETE 207117456.965EDGE OF CONCRETE SC 207127456.890EDGE OF CONCRETE POC 207137456.812EDGE OF BRICK 207147456.796EDGE OF BRICK 207157457.175EDGE OF BRICK E 207167457.083EDGE OF CONCRETE POC 207177456.577EDGE OF CONCRETE POC 207187456.344EDGE OF CONCRETE POC 207197455.969EDGE OF CONCRETE POC 207207455.702EDGE OF CONCRETE POC 207217454.856NATURAL GROUND 207227455.417EDGE OF CONCRETE POC 207237455.117NATURAL GROUND 207247455.283NATURAL GROUND 207257455.383EDGE OF CONCRETE POC 207267455.373EDGE OF CONCRETE EC E 207277455.146" MISC. TREE 207287455.227" MISC. TREE 207297454.989" MISC. TREE 207307454.742" MISC. TREE 207317454.524" MISC. TREE 207327453.479EDGE OF ASPHALT SC B 207337453.731EDGE OF ASPHALT POC207347453.829EDGE OF ASPHALT POC 207357453.856EDGE OF ASPHALT POC 207367453.873EDGE OF ASPHALT EC 207377454.105EDGE OF ASPHALT 207387454.227EDGE OF ASPHALT SC 207397454.223EDGE OF ASPHALT POC 207407454.159EDGE OF ASPHALT POC 207417454.095EDGE OF ASPHALT EC 207427453.865EDGE OF ASPHALT SC 207437453.764EDGE OF ASPHALT POC 207447453.542EDGE OF ASPHALT POC 207457453.549EDGE OF ASPHALT EC 207467453.574EDGE OF ASPHALT 207477453.589EDGE OF ASPHALT 207487453.580EDGE OF ASPHALT 207497453.567EDGE OF ASPHALT 207507453.631EDGE OF ASPHALT207517453.646EDGE OF ASPHALT207527453.618EDGE OF ASPHALT 207537453.602EDGE OF ASPHALT 207547453.561EDGE OF ASPHALT 207557453.552EDGE OF ASPHALT 207567453.634EDGE OF ASPHALT 207577453.804EDGE OF ASPHALT SC 207587453.912EDGE OF ASPHALT POC 207597454.040EDGE OF ASPHALT POC 207607454.093EDGE OF ASPHALT POC 207617454.102EDGE OF ASPHALT EC 207627454.145EDGE OF ASPHALT 207637454.089EDGE OF ASPHALT 207647454.120EDGE OF ASPHALT 207657454.080EDGE OF ASPHALT 207667453.932EDGE OF ASPHALT 207677453.792EDGE OF ASPHALT 207687453.541EDGE OF ASPHALT 207697453.227EDGE OF ASPHALT 207707452.997EDGE OF ASPHALT 207717452.887EDGE OF ASPHALT SC 207727452.849EDGE OF ASPHALT POC 207737452.833EDGE OF ASPHALT POC 207747452.817EDGE OF ASPHALT EC 207757452.843EDGE OF ASPHALT 207817452.708EDGE OF ASPHALT POC 207827452.675EDGE OF ASPHALT POC 207837452.621EDGE OF ASPHALT EC E 207847452.965WATER VALVE 207857454.268FIRE HYDRANT 207887452.901UG ELECT. LINE 207897452.980UG ELECT. LINE 207907453.076UG WATER LINE UGW1 B 207917452.454UG WATER LINE E 207927453.492UG ELECT. LINE 207937453.590UG ELECT. LINE 207947453.851UG ELECT. LINE 207957454.023UG WATER LINE 207967453.946UG ELECT. LINE 207977454.082UG ELECT. LINE 207987454.127UG ELECT. LINE 207997454.086UG ELECT. LINE 208007454.271UG ELECT. LINE 208017454.052UG ELECT. LINE 208027454.144UG ELECT. LINE 208037454.110UG ELECT. LINE 208047454.038UG ELECT. LINE 208057453.958UG ELECT. LINE 208067453.859UG ELECT. LINE 208077453.599UG ELECT. LINE 208087453.543UG ELECT. LINE 208097453.521UG ELECT. LINE 208107453.559UG WATER LINE 208117453.502UG ELECT. LINE 208127453.387UG ELECT. LINE 208137453.343UG ELECT. LINE 208147453.764UG ELECT. LINE 208157453.905UG ELECT. LINE 208167453.957UG ELECT. LINE 208177454.132UG ELECT. LINE 208187454.123UG ELECT. LINE 208197454.182UG ELECT. LINE 208207453.970UG ELECT. LINE 208217453.953UG ELECT. LINE 208227453.795UG ELECT. LINE 208237453.795UG ELECT. LINE 208247453.479UG ELECT. LINE 208257453.561UG ELECT. LINE 208267453.502UG ELECT. LINE 208277453.504UG ELECT. LINE 208287453.266UG ELECT. LINE E 208297453.039EDGE OF ASPHALT B 208307453.185EDGE OF ASPHALT 208317453.350EDGE OF ASPHALT 208327453.380EDGE OF ASPHALT 208337453.465EDGE OF ASPHALT 208347453.589EDGE OF ASPHALT 208357453.689EDGE OF ASPHALT 208367454.333UG WATER LINE E 208377453.758EDGE OF ASPHALT SC 208387453.832EDGE OF ASPHALT POC 208397453.871EDGE OF ASPHALT POC 208407453.841EDGE OF ASPHALT POC 208417453.870EDGE OF ASPHALT POC 208427453.813EDGE OF ASPHALT EC 208437453.597EDGE OF ASPHALT SC 208447453.545EDGE OF ASPHALT POC 208457453.372EDGE OF ASPHALT POC 208467453.305EDGE OF ASPHALT POC 208477453.266EDGE OF ASPHALT EC 208487453.287EDGE OF ASPHALT 208497453.481EDGE OF ASPHALT SC 208507453.760EDGE OF ASPHALT POC 208517453.849EDGE OF ASPHALT POC 208527453.835EDGE OF ASPHALT EC 208537453.818EDGE OF ASPHALT 208547453.649EDGE OF ASPHALT 208557453.430EDGE OF ASPHALT SC 208567453.223EDGE OF ASPHALT POC 208577452.973EDGE OF ASPHALT POC 208587452.831EDGE OF ASPHALT EC E 208597453.615UG TELEPHONE MARKER B 208607453.825UG TELEPHONE MARKER 208617453.825UG TELEPHONE MARKER 208627453.972UG TELEPHONE MARKER 208637453.701UG TELEPHONE MARKER 208647453.546UG TELEPHONE MARKER 208657453.569UG TELEPHONE MARKER 208667453.758UG TELEPHONE MARKER E 208677454.103WATER VALVE 208687453.926EDGE OF CONCRETE SC B 208697454.055WATER VALVE 208707453.617WATER VALVE 208717454.026WATER VALVE 208727454.026WATER VALVE D 208747453.599STORM DRAIN MANHOLE STMM1 STMM8 B S 208757453.397SAN. SEWER MANHOLE SAMM B 208767453.816EDGE OF CONCRETE POC208777453.791EDGE OF CONCRETE EC 208787453.720EDGE OF CONCRETE 208797453.479EDGE OF CONCRETE SC 208807453.407EDGE OF CONCRETE POC 208817453.301EDGE OF CONCRETE POC 208827453.222EDGE OF CONCRETE POC 208837453.112EDGE OF CONCRETE POC 208847453.039EDGE OF CONCRETE POC 208857452.983EDGE OF CONCRETE EC E 208867453.931EDGE OF CONCRETE B SC 208877453.902EDGE OF CONCRETE POC 208887453.894EDGE OF CONCRETE POC 208897453.910EDGE OF CONCRETE POC 20890 7453.875EDGE OF CONCRETE EC 208917454.029EDGE OF CONCRETE 208927454.291EDGE OF CONCRETE 208937454.002EDGE OF CONCRETE 208947453.944EDGE OF CONCRETE 208957454.400EDGE OF CONCRETE EOC1 B 208967453.944EDGE OF CONCRETE 208977454.549EDGE OF CONCRETE R 208987454.521EDGE OF CONCRETE SC 208997454.689EDGE OF CONCRETE POC 209007454.829EDGE OF CONCRETE POC 209017454.955EDGE OF CONCRETE POC 209027455.163EDGE OF CONCRETE POC 209037455.354EDGE OF CONCRETE POC 209047455.051EDGE OF CONCRETE B 209057454.865EDGE OF CONCRETE SC 209067454.848EDGE OF CONCRETE POC 209077454.864EDGE OF CONCRETE POC 209087454.963EDGE OF CONCRETE EC 209097455.018EDGE OF CONCRETE SC 209107455.210EDGE OF CONCRETE POC 209117455.391EDGE OF CONCRETE POC 209127455.643EDGE OF CONCRETE POC 209137456.044EDGE OF CONCRETE EC E 209147455.743EDGE OF CONCRETE POC 209157456.144EDGE OF CONCRETE EC E 209167454.297AREA DRAIN STMM1 E 209177454.456GRADE BREAK B 209187454.445GRADE BREAK 209197454.473GRADE BREAK R 209207454.845EDGE OF CONCRETE B 209217454.164EDGE OF CONCRETE SC 209227453.978EDGE OF CONCRETE POC 209237453.823EDGE OF CONCRETE POC 209247453.702EDGE OF CONCRETE POC 209257453.641EDGE OF CONCRETE POC 209267453.593EDGE OF CONCRETE EC 209277453.593EDGE OF CONCRETE E 209287454.922UG ELECT. LINE B E 209297454.488ELECTRIC BOX UGE 209307454.753UG ELECT. LINE 209317454.423LIGHT POLE UGE 209327453.825UG ELECT. LINE 209337453.862LIGHT POLE UGE 209347453.826UG ELECT. LINE 209357453.622UG ELECT. LINE UGE1 B E 209367454.489ELECTRIC BOX UGE1 E 20937 7453.753LIGHT POLE UGE E C 209387454.794COMM BOX UGT B 209397453.993UG TELEPHONE MARKER 209407453.737UG TELEPHONE MARKER E 209417457.057" MISC. TREE 209427457.453" MISC. TREE 209437456.546" MISC. TREE 209447457.615" MISC. TREE 209457457.609" MISC. TREE209467457.626" MISC. TREE 209477459.266 " MISC. TREE 209487459.770" MISC. TREE 209497460.233" MISC. TREE 209507457.073BUILDING CORNER 209517456.966BUILDING CORNER E 209527456.929EDGE OF CONCRETE B 209537456.672EDGE OF CONCRETE 209547456.679EDGE OF CONCRETE 209557456.804EDGE OF CONCRETE E 209577457.073BUILDING CORNER B 209587457.073BUILDING CORNER 209597457.073BUILDING CORNER 209607457.073BUILDING CORNER E 209617454.319UG ELECT. LINE B 209627454.252UG ELECT. LINE 209637453.980UG ELECT. LINE 209647453.554UG ELECT. LINE 209657453.244UG ELECT. LINE E 209677454.941UG TELEPHONE MARKER B 209687456.057UG TELEPHONE MARKER 209697454.726UG TELEPHONE MARKER 209707454.588UG TELEPHONE MARKER 209717454.146UG TELEPHONE MARKER 209727454.184UG TELEPHONE MARKER 209737454.794UG TELEPHONE MARKER E 209747456.845" MISC. TREE 209757456.621" MISC. TREE 209767457.488" MISC. TREE 209777457.699" MISC. TREE 209787457.715" MISC. TREE 209797457.819" MISC. TREE 209807457.546" MISC. TREE 209817457.073EDGE OF BRICK B 209827456.831EDGE OF BRICK E 209837456.732EDGE OF BRICK B H2.0 V0 209847456.808EDGE OF BRICK H2.0 V0 209857457.034EDGE OF BRICK H2.0 V0 209867457.151EDGE OF BRICK H2.0 V0 209877457.134EDGE OF BRICK H2.0 V0 209887457.158EDGE OF BRICK H2.0 V0 209897457.073EDGE OF BRICK H2.0 V0 20990 7457.103EDGE OF BRICK H2.0 V0 209917456.920EDGE OF BRICK H2.0 V0 209927456.775EDGE OF BRICK H2.0 V0 209937456.781EDGE OF BRICK E H2.0 V0 209947457.005EDGE OF BRICK B 209957457.088EDGE OF BRICK 209967457.015EDGE OF BRICK R FF ELEV. = 7457.07± 209987455.529WATER VALVE E 209997456.029ELECTRIC BOX UGE B 210007454.029UG ELECT. LINE E 210077451.254GRADE BREAK B 210087451.239GRADE BREAK 210097451.211GRADE BREAK R 210107451.136AREA DRAIN STMM8 E 210117451.631GRADE BREAK B 210127451.700GRADE BREAK 210137451.641GRADE BREAK R 210147451.563AREA DRAIN 210157453.363UG ELECT. LINE B 210167453.433UG ELECT. LINE 210177453.384UG ELECT. LINE 210187453.041UG ELECT. LINE 210197453.521UG ELECT. LINE B 210207453.487UG ELECT. LINE 210217453.376UG ELECT. LINE 210227452.980UG ELECT. LINE 210237452.060UG ELECT. LINE 210247452.012UG ELECT. LINE 210257449.384UG ELECT. LINE210267449.390UG ELECT. LINE 210277449.059UG ELECT. LINE 210287449.086UG ELECT. LINE 210297448.873UG ELECT. LINE 210307449.279UG ELECT. LINE 210317449.272UG ELECT. LINE E 210327448.901UG ELECT. LINE 210337449.277UG ELECT. LINE 210347449.277UG ELECT. LINE E 210357450.919UG ELECT. LINE B 210367450.969UG TELEPHONE MARKER B 210377448.573UG TELEPHONE MARKER 210387448.602UG ELECT. LINE 210397448.145UG TELEPHONE MARKER 210407447.998UG ELECT. LINE 210417447.733UG ELECT. LINE 210427448.050UG ELECT. LINE 210437447.805UG ELECT. LINE 210447447.758UG TELEPHONE MARKER 210457447.403UG TELEPHONE MARKER E 210467447.344UG ELECT. LINE E 210477459.364GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 210487459.599GUTTER E H.92 V-.1 H-.21 V.48 H-.58 V.5210497459.599EDGE OF ASPHALT B 210507459.364EDGE OF ASPHALT 210517459.262EDGE OF ASPHALT 210527459.233EDGE OF ASPHALT E 210537461.211UG ELECT. LINE B 210547460.580UG ELECT. LINE 210557460.942UG ELECT. LINE 210567460.651UG ELECT. LINE 210577461.182UG ELECT. LINE 210587460.839UG ELECT. LINE 210597460.997UG ELECT. LINE 210607460.994UG ELECT. LINE 210617460.989UG ELECT. LINE 210627460.972UG ELECT. LINE 210637461.262UG ELECT. LINE 210647461.262UG ELECT. LINE 210657461.149UG ELECT. LINE 210667461.171UG ELECT. LINE 210677461.419UG ELECT. LINE 210687461.294UG ELECT. LINE 210737459.195" MISC. TREE210747459.144" MISC. TREE 210757461.175" MISC. TREE 210897457.454EDGE OF ASPHALT POC 210907457.251EDGE OF ASPHALT POC 210917457.033EDGE OF ASPHALT POC 210927456.776EDGE OF ASPHALT POC 210937456.600EDGE OF ASPHALT POC 210947456.495EDGE OF ASPHALT POC 210957456.382EDGE OF ASPHALT POC 210967456.297EDGE OF ASPHALT EC210977456.301EDGE OF ASPHALT 21098 7456.287EDGE OF ASPHALT 210997456.279EDGE OF ASPHALT 211007456.279GRADE BREAK B 211017456.279GRADE BREAK 211027456.379GRADE BREAK 21103 7456.379GRADE BREAK CLS 211117456.675GRADE BREAK 211127456.375GRADE BREAK E 211137456.373GUTTER 211147456.373GUTTER E 211807457.849EDGE OF CONCRETE POC H.5 V0 211817457.668EDGE OF CONCRETE POC H.5 V0 211827457.426EDGE OF CONCRETE POC H.5 V0 211837457.214EDGE OF CONCRETE POC H.5 V0 211847457.005EDGE OF CONCRETE POC H.5 V0 211857456.868EDGE OF CONCRETE POC H.5 V0 211867456.780EDGE OF CONCRETE POC H.5 V0 211877456.716EDGE OF CONCRETE EC H.5 V0 211887456.699EDGE OF CONCRETE E H.5 V0211897456.708EDGE OF CONCRETE B 211907456.732EDGE OF CONCRETE E 211927460.447BUILDING CORNER B 211937461.349BUILDING CORNER 211947468.013BUILDING CORNER 211957467.966BUILDING CORNER 211967466.502BUILDING CORNER BLDC4 B 212067456.681BUILDING CORNER R 212107466.502BUILDING CORNER 212117466.502BUILDING CORNER R 212127461.428BUILDING CORNER B 212137461.556BUILDING CORNER 212147461.556BUILDING CORNER R 212177456.231AREA DRAIN 212517458.398STONE WALL H1 V0 212527458.336STONE WALL E H1 V0 SD SD S D C B L C B L C B L C B L C B L C B L C B L C B L C B L S D UG E UGE U G E U G E U G E U G E U G E U G E W W W W W W W W W W W W W W W W W W W W W W W W W W UGE UGE UGE UGE UGE UGE UGE U G E U G E U G E U G E EXI S T I N G P A T I O EXI S T I N G P A T I O BOULDER WALL P5 P6 P6 P6 P4 P4 P1 P4 P4 P1 BOLLARD LIGHT (TYP.) REF LIGHTING PLAN P2 P6 P1 P5 P5 MATCH TO EXISTING PATH L3 . 3 P M 1 P5 P5 L3 . 8 1 P M L3 . 8 1 P M P2 P5 P5 P4 P4 P2 P2 P5 P5 9'- 2 1 4" 8'-2" 1 6 ' 9'-8 1 8" Cu s t o m Bo u l d e r 1 125" Cu s t o m Bo u l d e r 2 3' - 1 5 8 "4'-7 1 8 " 7'- 61 8" 4'-9 3 8" 8 ' 5' 24" 44" 55" P7 P7 CUSTOM CLIMBING FEATURES BY IDS, REF L3.51 PM - L3.59 SI M L3.22 PM 2 L3 . 2 2 P M 2 L3 . 2 2 P M 4 L3 . 2 2 P M 4 L3 . 2 2 P M 2 1 8 ' - 0 " 2 4 ' - 0 " 1 8 ' - 0 " 9 ' - 0 " 5 ' - 6 " 10'-0 " 10' - 0 " 21 ' - 2 " 2.0 % 5.0% 5.0% 1 . 0 % 1.0% 5. 0 % 5.0% 4.7% 5 . 0 % 8 . 0 % 8 0 ' - 5 " 12'- 1 0 " 5'-0 " 5'-0 " 2 0 ' - 3 " 2 4 ' - 0 " 8 ' - 0 " 11'-1 1 " 6'-7 " 7 ' - 0 " 6'-2" 5'-8 " 10 ' - 9 " 14'-0" 6'- 0 " 7'- 1 0 " 8'-0" 8' - 1 " 10 ' - 8 " 16 ' - 0 " 24 ' - 1 " 1 0 ' - 7 " 1 6 ' - 3 " 17'-6 " 1 2 ' - 4 " 8'-9 " 8 ' - 3 " 5'-0 " 5 ' - 0 " 7'-0" 24'- 5 " 7 ' - 4 " 7'-8" 6 ' - 1 0 " 5 ' - 2 " 9 ' - 3 " 8 ' - 4 " 6 ' - 7 " 1 0 ' - 0 " 12'- 8 " 2 4 ' - 0 " 25'-0 " 5. 0 % 1 ' - 6 " 1'-6" 2 . 0 % 2.0% 5.0% 0 . 0 4 % 0.3% 1 2 3 38 37 36 35 34 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 32 33 GAR A G E ENT R A N C E PRO P O S E D S H A R E D ROA D PLANTER WALLS 24" TALL TERRACED SEATING W E S T B E A V E R C R E E K B L V D . BOBS PLACE PATIO PAVER PATH TO MATCH THE PEDESTRIAN MALL LODGE AT AVON CENTER AVON TOWN HALL PROPOSED BUILDING AV O N P E D E S T R I A N M A L L PR O P E R T Y L I N E SE T B A C K L I N E SETB A C K L I N E SET B A C K L I N E PRO P E R T Y L I N E EAS E M E N T L I N E EAS E M E N T L I N E PAT I O PAT I O PAT I O PAT I O COMMERCIA L PATIO GARAGE BELOW GARAGE BELOW DECORATIVE PANELS GUARDRAILS AROUND HOT TUB AREA EAS E M E N T L I N E PRO P E R T Y L I N E UTIL I T Y E A S E M E N T L I N E EAS E M E N T L I N E EAS E M E N T L I N E SET B A C K L I N E PROP E R T Y L I N E SYNTHETIC TURF +TW 60 +TW 59.5 TW 59.5+ LE T T U C E S H E D L A N E ROOF OVERHANG ROOF OVERHANG PROPOSED LOT 3 ROOF OVERHANG GARAGE BELOW ROOF OVERHANG F I R E L A N E FDC ACCESS PAT I O TRASH DUMPSTERS TRANSPLANT 5 EXISTING SHUBERT CHOKECHERRY ROOF OVERHANG ENTRANCE PLAZA 12'x8' 12'x8' 12'x8' B I K E L A N E B I K E L A N E GATES INTO HOT TUB AREA SPA LIFT CONDENSERS GENERATOR TRANSFORMERS DRA I N A G E E A S E M E N T L I N E COMMERCIAL PATIO PLANTER WALLS 24" TALL PROP E R T Y L I N E 38 PARKING SPOTS BIKE RACKS (4) BIKE RACKS (4) BIKE RACKS (4) PEDESTRIAN WALKWAY BIKE RACKS (4) PROTECTED CURB SPACE FOR WHEEL OVERHANG PROTECTED CURB SPACE FOR WHEEL OVERHANG CORTEN PANEL PLANTER WALL (280 LF) +FFE 57.07 +(53.9) FFE 55.5+ BW 54.55+ +(61) FFE 57.5+ FFE 57.5+ +(61) +BW 57.5 +(60.7) +(61) +(61) FFE 57.5+ +FFE 55.5 +FFE 55.5 +FFE 55.5 +FFE 55.5 BW(53.96)++55.5 + (53.5) 55.5+ +59.74 +57.5 TW 60.9+ TW 59.5+ +TW 59.5 +TW 59.5 TW 59.5+ TW 59.5+ PLANTER WALLS 24" TALL +TS 55.3 +54.67 +TW 59.5 +TW 60.9 +TW 59.5 +60 +60 +TW 59.5 (53.26)+ PLANTER WALLS 30" TALL PLANTER WALLS 30" TALL RIVER ROCK AREA PLANTER WALLS 30" TALL PLANTER WALLS 24"-30" TALL + BS 54.3 +45 +45.12 +45.17 +50 +55 +60 +61 +62 +62 +61 +TW 61 +TW 62.32 +BW 59.26 TW 62.35+ TW 62.39+ TW 62.39+ +BW 45.75 +BW 45.75 TW 50.42+ +62 +62 56.05+ + 57.5 (54.6)+ TW 56.05+ BW 54.46+ + 57.26 57.29+ TW 56.05+ TW 57.05+ TW 55.5+ +TW 55.5 +BW 53.5 TW 55.5+ +TW 55.5 +TW 55.5 +TW 57.8 +BW 57.5 +TW 59.5 TW 59.5+ TW 59.5+ TW 59.5+ TW 59.5+ TW 59.5+ TW 59.5+ +TW 59.5 +BW 59.5 BW 59.5+ TW 61+ +TW 61 +BW 61 BW 61+ TW 59.5+ +TW 59.5 +BW 57.5 BW 57.5+ +BW 57.5 TW 59.5+ BW 57.5+ TW 61+ BW 57.5+ +BW 57.5 +TW 61 +BW 61 TW 61+ BW 61+ +TW 61 +BW 61 57.5+ (59.95) + + 57.17 + 57.5 TW 59.5+ BW 57.08+ +57.26 +FFE 57.07 +BW 57.5 +BW 57.5 BW 57.5+ BW 57.5+ BW 57.5+ TW 60.9+ +BW 57.5 BW 57.5+ (57.0) + BW 55.5+ +BW 55.5 TW 55.5 + +TS 55.5 +TS 55.0 +TS 54.5 +TS 54.0BW 53.5+ BW 53.5+ + BW 53.5 TW 56.05 + BW 57.3+ +TW 59.5 +BW 57.47 TW 59.5 + +BW 57.5 + BW 57.13 FFE 57.5+ +57.12 +TS 57.0 +TS 56.5 +TS 56.0 BW 55.5+ +TW 60 +BW 59.5 8'-8 " +(60.85) CORTEN PANEL PLANTER WALL (280 LF) 5' TALL GUARDRAIL SEATING OVERLOOK +TW 57.8 +BW 55.5 4 ' - 6 " 4 ' - 1 " 12'- 2 " GATES INTO HOT TUB AREA 6'-6" Symbol Key Botanical Common Name QTY Size Spacing Notes Shrubs Eac Euonymus alatus "Compactus' Dwarf Burning Bush 3 Layout to be approved by R.L.A. prior to installation and planting5 gal.Varies Rw Rosa woodsii Woods' Rose 12 Varies Layout to be approved by R.L.A. prior to installation and planting5 gal. Aar Amelanchier alnifolia 'Regent' Regent Serviceberry 8 Varies Layout to be approved by R.L.A. prior to installation and planting5 gal. So Symphoricarpos oreophilus Mountain Snowberry 15 Layout to be approved by R.L.A. prior to installation and planting5 gal.Varies Jc Juniperus communis Common Juniper 1 Layout to be approved by R.L.A. prior to installation and planting5 gal.Varies Csaf Cornus sericea 'Arctic Fire' Arctic Fire Dogwood 11 Varies Layout to be approved by R.L.A. prior to installation and planting5 gal. Spn Salix purpurea nana Arctic Willow 11 Layout to be approved by R.L.A. prior to installation and planting5 gal.Varies Cakf Calamagrostis acutiflora 'Karl Forester' Feather Reed Grass Symbol Key Botanical Common Name QTY Size Spacing Notes Ornamental Grasses Layout to be approved by R.L.A. prior to installation and planting 37BgBouteloua gracilis Blue Grama Grass 1 gal.Layout to be approved by R.L.A. prior to installation and planting 5 gal. Varies Varies76 Fg Festuca glauca Blue Fescue Layout to be approved by R.L.A. prior to installation and planting1 gal.Varies37 Hs Helioctotrichon sempervirens Blue Avena Grass Layout to be approved by R.L.A. prior to installation and planting5 gal.Varies32 Rnw Rosa 'Nearly Wild' Nearly Wild Rose 12 Varies5 gal. Csb Cornus sericea "Baileyi' Bailey Redtwig Dogwood 7 5 gal.Varies Ral Ribes alpinum Alpine Currant 7 Varies5 gal. Pt Populus tremuloides Quaking Aspen 8 2.5" cal. as shown THE SUMMIT PLANTING PLAN SCHEDULE Symbol Key Botanical Common Name QTY Size Spacing Notes Trees single stem Ppbe Picea pungens 'Baby Blue Eyes" Baby Blue Eyes Spruce 6 8' ht. as shown Ms Malus 'Spring Snow' Spring Snow Crabapple 2 2.5" cal. as shown Perennials Mixed Species (See Sun/Part Sun Perennial List) 2,342 SF Symbol Common Name Total Area Container Size 1 gal. Spacing 15" OC QTY 1,121 Groundcover Symbol Common Name Total Area Material / Product Depth / Rate Supplier Shady Perennials (See Shady Perennial List) 1 gal.15" OC801 SF 270 Native Seed 5,931 SF 50% Low grow Mix 50% Rocky Mtn. Wildflower Mix 1 lbs/ 1000 sf Arkansas Valley Seed Athw Acer tataricum 'Hot Wings' Hot Wings Tatarian Maple 4 2.5" cal. as shown single stem single stem REMOVED EXISTING TREES- 20 TREES PRESERVED EXISTING TREES- 15 TREES DECORATIVE PARASOLEIL PERFORATED SCREENS (3'X4') = 154 LF CONCRETE UNIT PAVERS, PAVESTONE PLAZA STONE SERIES, - 16,735 SF STANDARD "GRAY" CONCRETE SLAB ON GRADE - 1,870 SF ASPHALT PAVING- 13,003 SF STAMPED CONCRETE HOT TUB DECK-BUTTERFIELD COLOR- GILPIN'S FALL BRIDGE PLANT- WALNUT COLOR - 1,056 SF THE SUMMIT AREA CROSSWALK MATERIAL HATCHES SYNTHETIC TURF - 872 SF RIVER ROCK - 630 SF CONCRETE UNIT PAVERS, PAVESTONE PLAZA STONE SERIES, 6"x6"x60mm, Co p y r i g h t © 2 0 2 5 b y Z e h r e n & A s s o c i a t e s I n c . Co p y r i g h t © 2 0 2 5 b y Z e h r e n & A s s o c i a t e s I n c . Z: \ 2 0 2 5 \ 2 5 3 1 7 2 \ I V . C u r r e n t D o c u m e n t s \ 0 4 . P l o t S h e e t s \ L a n d s c a p e P l o t S h e e t s \ L 1 . 0 0 O V E R A L L S I T E P L A N . d w g , 1 1 / 5 / 2 0 2 5 1 1 : 1 5 : 1 3 A M , DW G T o P D F . p c 3 LOT B PROPERTY AREA= 66,925 SF THE SUMMIT AREA OF DISTURBANCE= 78,662 GRAND PEAKS OWNED PAVED AREA (HEATED)= 5,127 SF= 6.5% OF THE SUMMIT AREA TOWN OF AVON N/S WALKWAY PAVED AREA (HEATED)= 4,172 SF= 5.3% OF THE SUMMIT AREA THE SUMMIT PAVED AREA AND WALKWAY (HEATED) = 9,299 SF= 11.8% OF THE SUMMIT AREA SHARED DRIVEWAY (HEATED) = 3,699 SF= 4.7% OF THE SUMMIT AREA TOTAL PAVED AREA (HEATED)= 12,998 SF= 16.5% OF THE SUMMIT AREA 80 15.27.050-EXTERIOR ENERGY USE REQUIREMENTS AND CREDITS UG E SS SS SS SS SS SS SS SS SD S D S D S D S D S D S D S D SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D S D S D SD W UGE UGE W W W W W W W W W W W W W CB L CB L CBL CBL CBL SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD UG E CB L C B L C B L C B L CBL CBL CBL CBL CBL UGE UGE UGE U G E U G E UG E U G E U G E 200057467.416OVERHANG B 20006 7460.447BUILDING CORNER B 200077459.174BUILDING CORNER E 200087467.293OVERHANG 200097459.952BUILDING CORNER B 200107457.007BUILDING CORNER 200117457.007BUILDING CORNER E 200127457.007OVERHANG 200137457.007OVERHANG 200147467.315OVERHANG 200157467.228OVERHANG 200167467.346OVERHANG 200177467.270OVERHANG E 200187456.731BUILDING CORNER B 200197455.951BUILDING CORNER B 200207456.725BUILDING CORNER B 20021 7456.731BUILDING CORNER 200227456.731BUILDING CORNER R 20023 7455.951BUILDING CORNER 200247455.951BUILDING CORNER R 200257456.725BUILDING CORNER 200267456.725BUILDING CORNER R 200277455.854GRADE BREAK B 200287456.684GRADE BREAK 200297456.333GRADE BREAK CLS 200307455.412GRADE BREAK B 200317456.019GRADE BREAK 200327455.782GRADE BREAK CLS 200337456.759EDGE OF CONCRETE B SC 20034 7456.716EDGE OF CONCRETE POC 200357456.655EDGE OF CONCRETE POC 200367456.592 EDGE OF CONCRETE POC 200377456.526EDGE OF CONCRETE EC 200387456.374EDGE OF CONCRETE SC 200397456.091EDGE OF CONCRETE POC 20040 7455.822EDGE OF CONCRETE POC 200417455.595EDGE OF CONCRETE POC 20042 7455.491EDGE OF CONCRETE EC 200437454.912EDGE OF CONCRETE E 200447454.470EDGE OF CONCRETE B 200457454.864EDGE OF CONCRETE 20046 7455.914EDGE OF CONCRETE200477455.888EDGE OF CONCRETE 200487455.930 EDGE OF CONCRETE SC 200497455.963EDGE OF CONCRETE POC 200507456.021EDGE OF CONCRETE POC 20051 7456.070EDGE OF CONCRETE EC 200527456.464EDGE OF CONCRETE 200537460.100EDGE OF CONCRETE 200547460.309EDGE OF CONCRETE 200557460.593EDGE OF CONCRETE SC 200567460.680EDGE OF CONCRETE POC 200577460.743EDGE OF CONCRETE POC 200587460.992EDGE OF CONCRETE POC 200597460.970EDGE OF CONCRETE POC 200607460.990EDGE OF CONCRETE POC 200617461.010EDGE OF CONCRETE EC 200627461.059EDGE OF CONCRETE SC 200637461.105EDGE OF CONCRETE POC 200647461.115EDGE OF CONCRETE POC 200657461.078EDGE OF CONCRETE EC 200667460.993EDGE OF CONCRETE E 200677461.072EDGE OF CONCRETE B H.38 V0 200687460.917EDGE OF CONCRETE H.38 V0 200697460.590EDGE OF CONCRETE H.42 V0 200707459.151EDGE OF CONCRETE H.42 V0 200717456.953EDGE OF CONCRETE H.42 V0 200727456.443EDGE OF CONCRETE SC H.42 V0 200737456.397EDGE OF CONCRETE POC H.42 V0 200747456.251EDGE OF CONCRETE POC H.42 V0 200757456.060EDGE OF CONCRETE POC H.42 V0200767455.875EDGE OF CONCRETE POC H.42 V0 200777455.643EDGE OF CONCRETE POC H.42 V0 200787455.537EDGE OF CONCRETE POC H.42 V0 200797455.393EDGE OF CONCRETE POC H.42 V0 200807455.412EDGE OF CONCRETE EC H.42 V0 200817455.807EDGE OF CONCRETE H.42 V0 200827455.092EDGE OF CONCRETE H.42 V0 200837454.942EDGE OF CONCRETE H.42 V0 200847453.663EDGE OF CONCRETE H.42 V0 200857452.843EDGE OF CONCRETE B 200867453.447EDGE OF CONCRETE 200877453.586EDGE OF CONCRETE 200887453.455EDGE OF CONCRETE 200897453.488EDGE OF CONCRETE E 200907453.335TOP OF BANK B 200917453.143TOP OF BANK 200927453.043TOP OF BANK 200937452.637TOP OF BANK 200947452.653TOP OF BANK 200957452.814TOP OF BANK 200967453.081TOP OF BANK 200977453.281TOP OF BANK 200987453.083TOP OF BANK 200997452.820TOP OF BANK 201007452.988TOP OF BANK 201017452.972TOP OF BANK E 201027452.338TOE OF BANK B 201037451.042TOE OF BANK 201047450.134TOE OF BANK 201057449.296TOE OF BANK 20106 7448.746TOE OF BANK 201077447.942TOE OF BANK 201087447.529TOE OF BANK 201097447.083TOE OF BANK 201107446.013TOE OF BANK 201117445.703TOE OF BANK 201127445.789TOE OF BANK 201137445.683TOE OF BANK 201147446.008TOE OF BANK 201157445.815TOE OF BANK 201167445.965TOE OF BANK 201177446.390TOE OF BANK E 201187447.437EDGE OF ASPHALT B 201197447.227EDGE OF ASPHALT 201207448.569EDGE OF ASPHALT 201217448.527 LIGHT POLE 201227449.360EDGE OF ASPHALT 201237451.235EDGE OF ASPHALT 201247451.893EDGE OF ASPHALT E 201257452.069SPOT GRADE PAV 201267451.985EDGE OF ASPHALT B 201277453.241EDGE OF ASPHALT 201287454.397EDGE OF ASPHALT 201297454.498LIGHT POLE 201307455.907EDGE OF ASPHALT 201317457.571EDGE OF ASPHALT 201327458.945EDGE OF ASPHALT E 201337457.730EDGE OF GRAVEL B EOG1 B 201347457.549EDGE OF GRAVEL 201357457.700EDGE OF GRAVEL 201367458.078EDGE OF GRAVEL SC 201377458.325EDGE OF GRAVEL POC 201387458.543EDGE OF GRAVEL POC 201397458.628EDGE OF GRAVEL POC 201407458.509EDGE OF GRAVEL EC 201417457.392EDGE OF GRAVEL E 201427458.347EDGE OF GRAVEL 201437458.874EDGE OF GRAVEL SC 201447459.238EDGE OF GRAVEL POC 201457459.348EDGE OF GRAVEL POC 201467459.346EDGE OF GRAVEL POC 201477459.140EDGE OF GRAVEL EC 201487457.806EDGE OF GRAVEL E 201497456.859GRADE BREAK B 201507456.799GRADE BREAK 201517456.740GRADE BREAK 201527456.792GRADE BREAK CLS 201537459.028EDGE OF CONCRETE B H.92 V-.1 H-.21 V.48 H-.58 V.5 201547459.326EDGE OF CONCRETE 201557459.471EDGE OF CONCRETE POC 201567459.613EDGE OF CONCRETE 201577459.737EDGE OF CONCRETE E H.92 V-.1 H-.21 V.48 H-.58 V.5 201587459.682EDGE OF CONCRETE B 201597460.623EDGE OF CONCRETE 201607460.705EDGE OF CONCRETE 201617460.252EDGE OF CONCRETE 201627460.218EDGE OF CONCRETE 201637460.611EDGE OF CONCRETE 201647460.500EDGE OF CONCRETE 201657459.868EDGE OF CONCRETE E 201667459.749GUTTER B 201677460.501GUTTER SC 201687460.572GUTTER POC 201697460.635GUTTER EC 201707460.975GUTTER E 201717460.306GUTTER SC B G1 B SC 201727460.357GUTTER POC 201737460.427GUTTER POC 201747460.558GUTTER POC 201757460.639GUTTER POC201767460.713GUTTER POC 201777460.726GUTTER EC 201787461.030GUTTER E 201797460.231GUTTER POC 201807460.132GUTTER EC 201817460.070GUTTER E 201827460.124GRADE BREAK B 201837460.139GRADE BREAK 201847460.171GRADE BREAK 201857460.187GRADE BREAK CLS 201867460.097GUTTER B SC 201877460.159GUTTER POC 201887460.198GUTTER POC 201897460.219GUTTER EC E G SC B 201907460.260GUTTER POC 201917460.316GUTTER POC 201927460.408GUTTER POC 201937460.463GUTTER POC 201947460.508GUTTER POC 201957460.515GUTTER EC 201967460.856GUTTER E 201977460.916GUTTER B 201987460.433GUTTER SC 201997460.395GUTTER POC202007460.375GUTTER EC 202017459.879GUTTER E 202027460.407GRADE BREAK B NZ 202037460.505GRADE BREAK NZ 202047460.529GRADE BREAK NZ 202057460.435GRADE BREAK CLS NZ 202067460.598GRADE BREAK B NZ 202077460.718GRADE BREAK NZ 202087460.745GRADE BREAK NZ 202097460.705GRADE BREAK CLS NZ 202107460.229EDGE OF CONCRETE B H.42 V0 202117461.017EDGE OF CONCRETE SC H.42 V0 202127461.021EDGE OF CONCRETE POC H.42 V0 202137461.032EDGE OF CONCRETE EC H.42 V0 202147460.955EDGE OF CONCRETE SC H.42 V0 GB B 202157461.043EDGE OF CONCRETE POC 202167461.065EDGE OF CONCRETE POC 202177461.179EDGE OF CONCRETE POC 202187461.311EDGE OF CONCRETE EC E 202197461.230EDGE OF CONCRETE B SC 202207461.221EDGE OF CONCRETE POC 202217461.232WATER VALVE 202227461.183EDGE OF CONCRETE POC 202237461.092EDGE OF CONCRETE POC 202247461.069EDGE OF CONCRETE EC H.42 V0 GB E 202257461.134EDGE OF CONCRETE SC H.42 V0202267461.119EDGE OF CONCRETE POC H.42 V0 202277461.114EDGE OF CONCRETE POC H.42 V0 202287460.998EDGE OF CONCRETE POC H.42 V0 202297460.953EDGE OF CONCRETE POC H.42 V0 202307460.866EDGE OF CONCRETE POC H.42 V0 202317460.851EDGE OF CONCRETE POC H.42 V0 202327460.551EDGE OF CONCRETE EC H.42 V0202337460.027EDGE OF CONCRETE GB B 202347460.247GRADE BREAK E 202357460.081EDGE OF CONCRETE GB B 202367460.229GRADE BREAK E 202377460.763EDGE OF CONCRETE SC H.42 V0 202387460.759EDGE OF CONCRETE POC H.42 V0 202397460.868EDGE OF CONCRETE POC H.42 V0 202407461.107EDGE OF CONCRETE EC E H.42 V0 202417460.581GUTTER B SC 202427460.446GUTTER POC 202437460.326GUTTER POC 202447460.306GUTTER EC E 202457460.730EDGE OF CONCRETE B SC 202467460.562EDGE OF CONCRETE POC 202477460.404EDGE OF CONCRETE POC 202487460.385EDGE OF CONCRETE POC 202497460.320EDGE OF CONCRETE POC 202507460.261EDGE OF CONCRETE EC 202517460.142EDGE OF CONCRETE SC 202527460.222EDGE OF CONCRETE POC 202537460.355EDGE OF CONCRETE POC 202547460.487EDGE OF CONCRETE POC 202557460.422EDGE OF CONCRETE EC 202567460.281EDGE OF CONCRETE 202577460.302EDGE OF CONCRETE 202587460.368EDGE OF CONCRETE SC 202597460.374EDGE OF CONCRETE POC 202607460.517EDGE OF CONCRETE POC 202617460.527EDGE OF CONCRETE POC 202627460.664 EDGE OF CONCRETE POC 202637460.766 EDGE OF CONCRETE EC 20264 7460.818EDGE OF CONCRETE 202727461.052 EDGE OF CONCRETE B 202737461.396EDGE OF CONCRETE 202837461.519EDGE OF CONCRETE POC 202847461.522 EDGE OF CONCRETE POC 202857461.228EDGE OF CONCRETE POC 202867461.175EDGE OF CONCRETE POC 20287 7461.065EDGE OF CONCRETE POC 202887461.000EDGE OF CONCRETE EC 202897461.091EDGE OF CONCRETE 202907461.060EDGE OF CONCRETE E 202917461.021ELECTRIC MANHOLE 20292 7461.033EDGE OF CONCRETE 202937461.041EDGE OF CONCRETE SC 202947461.185EDGE OF CONCRETE POC 202957461.166EDGE OF CONCRETE POC 202967461.020EDGE OF CONCRETE POC 202977460.926EDGE OF CONCRETE EC H.42 V0 GB B 202987460.852EDGE OF CONCRETE SC H.42 V0 202997460.853EDGE OF CONCRETE POC H.42 V0203007460.848EDGE OF CONCRETE EC H.42 V0 203017460.354EDGE OF CONCRETE E H.42 V0 203027460.797EDGE OF CONCRETE B 203037461.135EDGE OF CONCRETE SC 203047461.037EDGE OF CONCRETE POC 203057460.936EDGE OF CONCRETE EC 203067460.733EDGE OF CONCRETE B 203077460.758EDGE OF CONCRETE 203087460.707EDGE OF CONCRETE 203097460.700EDGE OF CONCRETE EOC E 203107460.681EDGE OF CONCRETE E EOC B H.42 V0 203117460.865EDGE OF CONCRETE SC H.42 V0 203127460.796EDGE OF CONCRETE POC H.42 V0 203137460.792EDGE OF CONCRETE POC H.42 V0 203147460.695EDGE OF CONCRETE EC H.42 V0 203157460.559EDGE OF CONCRETE H.42 V0 203167459.961EDGE OF CONCRETE GB 1 B 203177460.185GRADE BREAK 1 E 203187459.953EDGE OF CONCRETE GB 1 B 203197460.159GRADE BREAK 1 E 203207460.663EDGE OF CONCRETE SC H.42 V0 203217460.698EDGE OF CONCRETE POC H.42 V0 203227460.824EDGE OF CONCRETE POC H.42 V0203237460.858EDGE OF CONCRETE POC H.42 V0 203247460.937EDGE OF CONCRETE POC H.42 V0203257460.947EDGE OF CONCRETE POC H.42 V0 203267460.963EDGE OF CONCRETE EC H.42 V0 203277460.874EDGE OF CONCRETE SC H.42 V0 GB E 203287460.882EDGE OF CONCRETE POC 203297461.076SPOT GRADE PAV 203307461.076EDGE OF CONCRETE EC 203317460.792EDGE OF CONCRETE E 203407460.988EDGE OF CONCRETE H.42 V0 203417461.085EDGE OF CONCRETE SC H.42 V0 203427460.967 EDGE OF CONCRETE POC H.42 V0 203437460.883EDGE OF CONCRETE POC H.42 V0 203447460.859EDGE OF CONCRETE POC H.42 V0 203457460.715EDGE OF CONCRETE POC H.42 V0 203467460.691EDGE OF CONCRETE EC H.42 V0 203477460.733EDGE OF CONCRETE E H.42 V0 203487460.236GUTTER SC B 203497460.377GUTTER POC 203507460.397GUTTER POC 203517460.357GUTTER EC 203527460.175GUTTER 203537460.129GUTTER E 203547460.119GUTTER B 203557460.202GUTTER SC 203567460.303GUTTER POC 203577460.410GUTTER POC 203587460.481GUTTER POC 203597460.548GUTTER POC 203607460.667GUTTER EC 203617460.713GUTTER 203707461.227ROAD CL POC 203717461.031ROAD CL POC 203727460.910ROAD CL POC 203737460.726ROAD CL POC 203747460.569ROAD CL POC 203757460.514ROAD CL POC 203767460.661ROAD CL POC 203777460.881ROAD CL EC E D 203787451.709STORM DRAIN MANHOLE STMM5 B 203797444.585AREA DRAIN STMM5 203807444.557EDGE OF CONCRETE CIR 203817444.616EDGE OF CONCRETE 203827444.628EDGE OF CONCRETE 203837449.685AREA DRAIN STMM5 203847456.693AREA DRAIN STMM5 D 203857460.363STORM DRAIN MANHOLE STMM5 E 7457.91 NOMATCH STIV 203877460.269AREA DRAIN203887460.277GRADE BREAK B 20389 7460.283GRADE BREAK 203907460.300GRADE BREAK 203917460.286 GRADE BREAK CLS D 203927460.541STORM DRAIN MANHOLE STMM4 B STMM5 B 203937459.387AREA DRAIN 203947459.417GRADE BREAK B 203957459.389GRADE BREAK 203967459.390GRADE BREAK 203977459.447GRADE BREAK CLS7456.69 NOMATCH STIV 203997460.023AREA DRAIN STMM4 E 204007460.083AREA DRAIN STMM7 B 204067461.553LIGHT POLE 204077461.262 LIGHT POLE 204087461.306 LIGHT POLE D 204097460.525STORM DRAIN MANHOLE STMM5 STMM7 E 20410 7461.056LIGHT POLE 204117460.903WATER VALVE 20412 7465.266FIRE HYDRANT 204137461.211LIGHT POLE 20414 7459.852GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 204157459.233GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 204167459.252GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 204177459.262GUTTER E H.92 V-.1 H-.21 V.48 H-.58 V.5 204187459.599GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 204197459.436GUTTER SC H.92 V-.1 H-.21 V.48 H-.58 V.5 204207459.426GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204217459.417GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5204227459.418GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204237459.385GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204247459.623GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204257459.786GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204267459.863GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204277459.943GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204287460.092GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204297460.311GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204307460.385GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204317460.460GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204327460.522GUTTER EC H.92 V-.1 H-.21 V.48 H-.58 V.5 204337460.874GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 204347461.015GUTTER E H.92 V-.1 H-.21 V.48 H-.58 V.5 204357460.969" MISC. TREE 204367461.143" MISC. TREE 204377457.231GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 204387457.149GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 204397456.725GUTTER SC H.92 V-.1 H-.21 V.48 H-.58 V.5 204407456.750GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204417456.686GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5204427456.670GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204437456.725GUTTER EC H.92 V-.1 H-.21 V.48 H-.58 V.5 204447457.800GUTTER SC H.92 V-.1 H-.21 V.48 H-.58 V.5 204457457.896 GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204467457.881GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204477457.825GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204487457.804GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204497457.758GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204507457.681GUTTER EC H.92 V-.1 H-.21 V.48 H-.58 V.5 204517457.360GUTTER CLS H.92 V-.1 H-.21 V.48 H-.58 V.5 204527457.564 LIGHT POLE 204537453.227GUTTER B 204547453.418EDGE OF CONCRETE B 204557453.249EDGE OF CONCRETE B 204567452.533EDGE OF CONCRETE 204577452.298GUTTER 204587452.558EDGE OF CONCRETE 204597451.892EDGE OF CONCRETE E 204607451.768GUTTER E 204617452.022EDGE OF CONCRETE E 204627453.218EDGE OF CONCRETE SC B 204637453.392EDGE OF CONCRETE POC 204647453.114EDGE OF CONCRETE POC 204657453.089EDGE OF CONCRETE POC 204667453.096EDGE OF CONCRETE POC 204677453.112EDGE OF CONCRETE EC 204687452.959EDGE OF CONCRETE SC204697452.885EDGE OF CONCRETE POC 204707452.827EDGE OF CONCRETE POC 204717452.844EDGE OF CONCRETE POC 204727452.987EDGE OF CONCRETE EC CLSE204737453.092ELECTRIC BOX /KEY PAD GARAGE 204747453.220EDGE OF CONCRETE B 204757454.470EDGE OF CONCRETE E 204767453.219GUTTER B 204777454.470GUTTER E 204787456.759EDGE OF CONCRETE B 204797456.926EDGE OF CONCRETE 204807456.892EDGE OF CONCRETE204817456.892EDGE OF CONCRETE204827456.892EDGE OF CONCRETE 204837456.689EDGE OF CONCRETE 204847456.689EDGE OF CONCRETE 204857456.638EDGE OF CONCRETE204867456.638EDGE OF CONCRETE 204877456.670EDGE OF CONCRETE 204887456.672EDGE OF CONCRETE 204897456.671EDGE OF CONCRETE 204907456.699EDGE OF CONCRETE 204917456.724EDGE OF CONCRETE 204927457.032EDGE OF CONCRETE E 204937467.270OVERHANG B 204947468.089OVERHANG E 204957457.007BUILDING CORNER B 204967468.089BUILDING CORNER 204977464.287NATURAL GROUND NZ 204987465.808NATURAL GROUND NZ 204997464.287BUILDING CORNER 205007466.125BUILDING CORNER 205017448.943GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 205027448.825GUTTER 205047448.757GUTTER POC 205057448.819GUTTER 205067449.177GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205077449.094GUTTER CLS H.92 V-.1 H-.21 V.48 H-.58 V.5 205087449.329LIGHT POLE 205097447.437EDGE OF ASPHALT B 205107448.230EDGE OF ASPHALT 205117448.435EDGE OF ASPHALT 205127448.946EDGE OF ASPHALT 205137449.262EDGE OF ASPHALT 20514 7448.989EDGE OF ASPHALT 205157449.201EDGE OF ASPHALT 205167449.094 EDGE OF ASPHALT 205177449.030EDGE OF ASPHALT 20518 7449.274EDGE OF ASPHALT 205197450.222EDGE OF ASPHALT 205207450.476EDGE OF ASPHALT 205217450.969EDGE OF ASPHALT 205227451.167EDGE OF ASPHALT 205237451.250EDGE OF ASPHALT 205247452.213EDGE OF ASPHALT 205257452.686EDGE OF ASPHALT 205267453.186EDGE OF ASPHALT 205277453.816EDGE OF ASPHALT 205287454.440EDGE OF ASPHALT 205297454.718EDGE OF ASPHALT 205307454.899EDGE OF ASPHALT 205317455.142EDGE OF ASPHALT 205327455.309EDGE OF ASPHALT 205337455.483EDGE OF ASPHALT E 205347455.389EDGE OF ASPHALT B 205357455.281EDGE OF ASPHALT 205367455.204EDGE OF ASPHALT 205377455.031EDGE OF ASPHALT 205387454.532EDGE OF ASPHALT 205397453.055EDGE OF ASPHALT 205407452.690EDGE OF ASPHALT 205417452.474 EDGE OF ASPHALT 205427452.248EDGE OF ASPHALT 205437451.822EDGE OF ASPHALT 205447451.283EDGE OF ASPHALT 205457450.910EDGE OF ASPHALT E 205467450.898GUTTER B H-.92 V-.1 H.21 V.48 H.58 V.5 205477450.787GUTTER H-.92 V-.1 H.21 V.48 H.58 V.5 205487450.787 GUTTER E H-.92 V-.1 H.21 V.48 H.58 V.5 205497450.542GUTTER B H-.92 V-.1 H.21 V.48 H.58 V.5 205507450.731 GUTTER H-.92 V-.1 H.21 V.48 H.58 V.5 205517450.744GUTTER H-.92 V-.1 H.21 V.48 H.58 V.5 205527449.832GUTTER H-.92 V-.1 H.21 V.48 H.58 V.5 205537450.178GUTTER E H-.92 V-.1 H.21 V.48 H.58 V.5 205547447.909LIGHT POLE 205557451.905LIGHT POLE 205567455.483NATURAL GROUND NZ 0.75 205577453.235GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 205587453.181GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205597452.254GUTTER 205617452.343GUTTER POC 205627452.064GUTTER 205637452.177GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205647451.550GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205657446.974GUTTER E H.92 V-.1 H-.21 V.48 H-.58 V.5 205667450.990LIGHT POLE 205677456.425OVERHANG B 205687456.459OVERHANG E 205697446.280GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 205707446.308GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205717446.719GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205727449.814GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205737450.178GUTTER E H.92 V-.1 H-.21 V.48 H-.58 V.5 205747445.899EDGE OF CONCRETE B FF ELEV. = 7445.52± 205767445.413EDGE OF CONCRETE B 205777445.578EDGE OF CONCRETE EOC2 B 205787445.505EDGE OF CONCRETE 205797445.564 EDGE OF CONCRETE 205807445.591EDGE OF CONCRETE 205817448.452EDGE OF CONCRETE 205827448.174EDGE OF CONCRETE 205837445.879EDGE OF CONCRETE EOC E 205847445.579EDGE OF CONCRETE E EOC1 205857445.624EDGE OF CONCRETE 205867445.593 EDGE OF CONCRETE205877445.593EDGE OF CONCRETE 205887445.595EDGE OF CONCRETE FF ELEV. = 7445.55± 20590 7445.537EDGE OF CONCRETE CLS 205927445.391GRADE BREAK B 205937445.443GRADE BREAK 205947445.513GRADE BREAK 205957445.539GRADE BREAK CLS 205967445.499EDGE OF CONCRETE B 205977445.613EDGE OF CONCRETE E 205987456.670EDGE OF CONCRETE E 205997455.335NATURAL GROUND NZ 206007455.336NATURAL GROUND NZ 20601 7455.335BUILDING CORNER 206027455.336BUILDING CORNER206037455.336BUILDING CORNER 206047455.321BUILDING CORNER 206057455.321BUILDING CORNER 206067455.321BUILDING CORNER 206077455.321BUILDING CORNER 206087455.738BUILDING CORNER E /CONTINUES UNDERGROUND 206097453.607SIGN 206107453.877SIGN 206117454.025 SIGN 206127453.920SIGN 206137454.283SIGN 206147454.747SIGN 206157456.472 " MISC. TREE 206167453.033" MISC. TREE 20617 7453.750" MISC. TREE 206187453.395 " MISC. TREE 206197450.027" MISC. TREE 206207449.354" MISC. TREE 206217449.780" MISC. TREE 206227452.823 " MISC. TREE 206237451.346" MISC. TREE 206247452.785" MISC. TREE 206257453.986LIGHT POLE 206267454.121LIGHT POLE 206277453.574LIGHT POLE 206287453.633LIGHT POLE 206297454.271 LIGHT POLE 206307453.566LIGHT POLE 206317454.289" MISC. TREE 206327454.439" MISC. TREE 206337454.295" MISC. TREE 206347454.187" MISC. TREE 206367453.497EDGE OF CONCRETE CIR 206377453.497EDGE OF CONCRETE 206387453.509EDGE OF CONCRETE 206397453.600EDGE OF CONCRETE B 206407453.627EDGE OF CONCRETE 206417453.596EDGE OF CONCRETE R 206427466.125BUILDING CORNER206437466.125BUILDING CORNER 206447443.531AREA DRAIN TRENCH B 206457443.643AREA DRAIN TRENCH E 206467456.873CONC. WALL B H.67 V0 206477456.860CONC. WALL H.67 V0 206487456.799CONC. WALL H.67 V0 206497456.547CONC. WALL H.67 V0 206517457.077WOOD FENCE B 206527456.871 EDGE OF BRICK B 206537456.872EDGE OF BRICK 206547456.795EDGE OF BRICK 206557456.782EDGE OF BRICK 206567456.865EDGE OF BRICK 206577456.883EDGE OF BRICK 206587456.673EDGE OF BRICK 20659 7456.868WOOD FENCE 206607457.098WOOD FENCE 206617457.006EDGE OF BRICK 206627457.134 EDGE OF BRICK206637457.132WOOD FENCE 206647456.959WOOD FENCE 206657456.851EDGE OF BRICK 206667457.077EDGE OF BRICK 206677457.074WOOD FENCE 206687457.278EDGE OF BRICK EOB1 B206697457.206WOOD FENCE 206707457.095 WOOD FENCE 206717457.175EDGE OF BRICK 206727456.947EDGE OF BRICK CLS20673 7456.947WOOD FENCE E 206747458.333" MISC. TREE 206757458.331" MISC. TREE 206767458.274" MISC. TREE 206777458.112 " MISC. TREE 206787457.224" MISC. TREE 206797456.733UG ELECT. LINE B 206807456.693UG ELECT. LINE206817456.713UG ELECT. LINE 206827456.653UG ELECT. LINE 206837452.747UG ELECT. LINE 206847452.109UG ELECT. LINE E 206857455.373EDGE OF CONCRETE B 206867455.389 EDGE OF CONCRETE 206877455.397EDGE OF CONCRETE 20688 7455.199EDGE OF CONCRETE SC 206897455.123 EDGE OF CONCRETE POC 206907454.887 EDGE OF CONCRETE POC 206917454.502EDGE OF CONCRETE POC 206927454.184EDGE OF CONCRETE POC 206937453.926NATURAL GROUND 206947453.931EDGE OF CONCRETE B SC 206957453.926EDGE OF CONCRETE EC E 206967454.175EDGE OF CONCRETE POC 206977454.388 EDGE OF CONCRETE POC 206987454.538EDGE OF CONCRETE POC 206997454.849 EDGE OF CONCRETE POC 207007455.117NATURAL GROUND 207017455.117EDGE OF CONCRETE POC 207027455.117 EDGE OF CONCRETE POC 207037455.832EDGE OF CONCRETE EC 207047455.991EDGE OF CONCRETE 207057456.334EDGE OF CONCRETE SC 207067456.689EDGE OF CONCRETE POC 207077456.861EDGE OF CONCRETE POC 207087456.951EDGE OF CONCRETE EC 207097457.037EDGE OF CONCRETE 207107457.014EDGE OF CONCRETE 207117456.965EDGE OF CONCRETE SC 207127456.890EDGE OF CONCRETE POC 207137456.812EDGE OF BRICK 207147456.796EDGE OF BRICK 207157457.175EDGE OF BRICK E 207167457.083EDGE OF CONCRETE POC 207177456.577EDGE OF CONCRETE POC 207187456.344EDGE OF CONCRETE POC 207197455.969EDGE OF CONCRETE POC 207207455.702EDGE OF CONCRETE POC 207217454.856NATURAL GROUND 207227455.417EDGE OF CONCRETE POC 207237455.117NATURAL GROUND 207247455.283NATURAL GROUND 207257455.383EDGE OF CONCRETE POC 207267455.373EDGE OF CONCRETE EC E 207277455.146" MISC. TREE 207287455.227" MISC. TREE 20729 7454.989" MISC. TREE 207307454.742" MISC. TREE 207317454.524" MISC. TREE 207327453.479EDGE OF ASPHALT SC B 207337453.731EDGE OF ASPHALT POC207347453.829EDGE OF ASPHALT POC 207357453.856EDGE OF ASPHALT POC 20736 7453.873EDGE OF ASPHALT EC 207377454.105EDGE OF ASPHALT 207387454.227EDGE OF ASPHALT SC 207397454.223EDGE OF ASPHALT POC 207407454.159EDGE OF ASPHALT POC 207417454.095EDGE OF ASPHALT EC 207427453.865EDGE OF ASPHALT SC 207437453.764EDGE OF ASPHALT POC 207447453.542EDGE OF ASPHALT POC 207457453.549EDGE OF ASPHALT EC 207467453.574EDGE OF ASPHALT 207477453.589EDGE OF ASPHALT 207487453.580EDGE OF ASPHALT 207497453.567EDGE OF ASPHALT 207507453.631EDGE OF ASPHALT207517453.646EDGE OF ASPHALT207527453.618EDGE OF ASPHALT 207537453.602EDGE OF ASPHALT 207547453.561EDGE OF ASPHALT 207557453.552EDGE OF ASPHALT 207567453.634EDGE OF ASPHALT 207577453.804EDGE OF ASPHALT SC 207587453.912EDGE OF ASPHALT POC 207597454.040EDGE OF ASPHALT POC 207607454.093EDGE OF ASPHALT POC 207617454.102EDGE OF ASPHALT EC 207627454.145EDGE OF ASPHALT 207637454.089EDGE OF ASPHALT 207647454.120EDGE OF ASPHALT 207657454.080EDGE OF ASPHALT 207667453.932EDGE OF ASPHALT 207677453.792EDGE OF ASPHALT 207687453.541EDGE OF ASPHALT 207697453.227EDGE OF ASPHALT 207707452.997EDGE OF ASPHALT 207717452.887EDGE OF ASPHALT SC 207727452.849EDGE OF ASPHALT POC 207737452.833EDGE OF ASPHALT POC 207747452.817EDGE OF ASPHALT EC 207757452.843EDGE OF ASPHALT 207767452.823EDGE OF ASPHALT E 207787452.679EDGE OF ASPHALT 207797452.702EDGE OF ASPHALT 207807452.716EDGE OF ASPHALT SC 207817452.708EDGE OF ASPHALT POC 207827452.675EDGE OF ASPHALT POC 207837452.621EDGE OF ASPHALT EC E 207847452.965WATER VALVE 207857454.268 FIRE HYDRANT 207867452.769UG WATER LINE B 207877452.891UG ELECT. LINE B 207887452.901UG ELECT. LINE 207897452.980UG ELECT. LINE 207907453.076UG WATER LINE UGW1 B 207917452.454UG WATER LINE E 207927453.492UG ELECT. LINE 207937453.590UG ELECT. LINE 207947453.851UG ELECT. LINE 207957454.023 UG WATER LINE 207967453.946UG ELECT. LINE 207977454.082UG ELECT. LINE 207987454.127UG ELECT. LINE 207997454.086UG ELECT. LINE 208007454.271 UG ELECT. LINE 208017454.052UG ELECT. LINE 208027454.144UG ELECT. LINE 208037454.110UG ELECT. LINE 208047454.038UG ELECT. LINE 208057453.958UG ELECT. LINE 208067453.859UG ELECT. LINE 20807 7453.599UG ELECT. LINE 208087453.543UG ELECT. LINE 208097453.521UG ELECT. LINE 208107453.559UG WATER LINE 208117453.502UG ELECT. LINE 208127453.387UG ELECT. LINE 208137453.343UG ELECT. LINE 208147453.764UG ELECT. LINE 208157453.905UG ELECT. LINE 208167453.957UG ELECT. LINE 208177454.132UG ELECT. LINE 208187454.123UG ELECT. LINE 208197454.182UG ELECT. LINE 208207453.970UG ELECT. LINE 208217453.953UG ELECT. LINE 208227453.795UG ELECT. LINE 208237453.795UG ELECT. LINE 208247453.479UG ELECT. LINE 208257453.561UG ELECT. LINE 208267453.502UG ELECT. LINE 208277453.504UG ELECT. LINE 208287453.266UG ELECT. LINE E 208297453.039EDGE OF ASPHALT B 208307453.185EDGE OF ASPHALT 208317453.350EDGE OF ASPHALT 208327453.380EDGE OF ASPHALT 208337453.465EDGE OF ASPHALT 208347453.589EDGE OF ASPHALT 208357453.689EDGE OF ASPHALT 208367454.333UG WATER LINE E 208377453.758EDGE OF ASPHALT SC 208387453.832EDGE OF ASPHALT POC 208397453.871EDGE OF ASPHALT POC 208407453.841EDGE OF ASPHALT POC 208417453.870EDGE OF ASPHALT POC 208427453.813EDGE OF ASPHALT EC 208437453.597EDGE OF ASPHALT SC 208447453.545EDGE OF ASPHALT POC 208457453.372EDGE OF ASPHALT POC 208467453.305EDGE OF ASPHALT POC 208477453.266EDGE OF ASPHALT EC 208487453.287EDGE OF ASPHALT 208497453.481EDGE OF ASPHALT SC 208507453.760EDGE OF ASPHALT POC 208517453.849EDGE OF ASPHALT POC 208527453.835 EDGE OF ASPHALT EC 20853 7453.818EDGE OF ASPHALT 208547453.649 EDGE OF ASPHALT 208557453.430EDGE OF ASPHALT SC 208567453.223EDGE OF ASPHALT POC 208577452.973 EDGE OF ASPHALT POC 208587452.831EDGE OF ASPHALT EC E 208597453.615UG TELEPHONE MARKER B 208607453.825UG TELEPHONE MARKER 208617453.825UG TELEPHONE MARKER 208627453.972UG TELEPHONE MARKER 208637453.701UG TELEPHONE MARKER 208647453.546UG TELEPHONE MARKER 20865 7453.569UG TELEPHONE MARKER 208667453.758 UG TELEPHONE MARKER E 208677454.103WATER VALVE 208687453.926EDGE OF CONCRETE SC B 208697454.055WATER VALVE 208707453.617WATER VALVE 208717454.026WATER VALVE 208727454.026WATER VALVE D 20874 7453.599STORM DRAIN MANHOLE STMM1 STMM8 B S 208757453.397SAN. SEWER MANHOLE SAMM B 208767453.816EDGE OF CONCRETE POC208777453.791EDGE OF CONCRETE EC 208787453.720EDGE OF CONCRETE 208797453.479EDGE OF CONCRETE SC 208807453.407EDGE OF CONCRETE POC 208817453.301EDGE OF CONCRETE POC 208827453.222EDGE OF CONCRETE POC 208837453.112EDGE OF CONCRETE POC 208847453.039EDGE OF CONCRETE POC 208857452.983EDGE OF CONCRETE EC E 208867453.931EDGE OF CONCRETE B SC 208877453.902EDGE OF CONCRETE POC 208887453.894EDGE OF CONCRETE POC 208897453.910EDGE OF CONCRETE POC 208907453.875EDGE OF CONCRETE EC 208917454.029EDGE OF CONCRETE 208927454.291EDGE OF CONCRETE 208937454.002EDGE OF CONCRETE 208947453.944EDGE OF CONCRETE 208957454.400 EDGE OF CONCRETE EOC1 B 208967453.944EDGE OF CONCRETE 208977454.549EDGE OF CONCRETE R 208987454.521EDGE OF CONCRETE SC 208997454.689EDGE OF CONCRETE POC 209007454.829EDGE OF CONCRETE POC 209017454.955EDGE OF CONCRETE POC 209027455.163EDGE OF CONCRETE POC 209037455.354EDGE OF CONCRETE POC 209047455.051EDGE OF CONCRETE B 209057454.865EDGE OF CONCRETE SC 209067454.848EDGE OF CONCRETE POC 209077454.864EDGE OF CONCRETE POC 209087454.963EDGE OF CONCRETE EC 209097455.018EDGE OF CONCRETE SC 209107455.210EDGE OF CONCRETE POC 209117455.391EDGE OF CONCRETE POC 209127455.643EDGE OF CONCRETE POC 209137456.044EDGE OF CONCRETE EC E 209147455.743EDGE OF CONCRETE POC 209157456.144EDGE OF CONCRETE EC E 209167454.297AREA DRAIN STMM1 E 209177454.456GRADE BREAK B 209187454.445GRADE BREAK 209197454.473GRADE BREAK R 209207454.845EDGE OF CONCRETE B 209217454.164EDGE OF CONCRETE SC 209227453.978EDGE OF CONCRETE POC 209237453.823EDGE OF CONCRETE POC 209247453.702EDGE OF CONCRETE POC 209257453.641EDGE OF CONCRETE POC 209267453.593EDGE OF CONCRETE EC 209277453.593EDGE OF CONCRETE E 209287454.922UG ELECT. LINE B E 209297454.488ELECTRIC BOX UGE 209307454.753UG ELECT. LINE 209317454.423LIGHT POLE UGE 209327453.825UG ELECT. LINE 209337453.862LIGHT POLE UGE 209347453.826UG ELECT. LINE 209357453.622UG ELECT. LINE UGE1 B E 20936 7454.489ELECTRIC BOX UGE1 E 209377453.753 LIGHT POLE UGE E C 209387454.794COMM BOX UGT B 209397453.993 UG TELEPHONE MARKER 209407453.737UG TELEPHONE MARKER E 209417457.057" MISC. TREE 209427457.453" MISC. TREE 209437456.546" MISC. TREE 209447457.615" MISC. TREE 209457457.609" MISC. TREE 209467457.626" MISC. TREE 209477459.266" MISC. TREE 209487459.770 " MISC. TREE 209497460.233" MISC. TREE 209507457.073BUILDING CORNER 20951 7456.966BUILDING CORNER E 209527456.929EDGE OF CONCRETE B 209537456.672EDGE OF CONCRETE 209547456.679EDGE OF CONCRETE 209557456.804EDGE OF CONCRETE E 20957 7457.073BUILDING CORNER B 209587457.073BUILDING CORNER 209597457.073 BUILDING CORNER 209607457.073BUILDING CORNER E 209617454.319UG ELECT. LINE B 209627454.252UG ELECT. LINE 209637453.980UG ELECT. LINE 209647453.554UG ELECT. LINE 209657453.244UG ELECT. LINE E 209677454.941UG TELEPHONE MARKER B 20968 7456.057UG TELEPHONE MARKER 209697454.726UG TELEPHONE MARKER 209707454.588UG TELEPHONE MARKER 209717454.146UG TELEPHONE MARKER 209727454.184UG TELEPHONE MARKER 209737454.794UG TELEPHONE MARKER E 20974 7456.845" MISC. TREE 209757456.621 " MISC. TREE 209767457.488" MISC. TREE 209777457.699" MISC. TREE 209787457.715 " MISC. TREE 209797457.819" MISC. TREE 209807457.546" MISC. TREE 209817457.073EDGE OF BRICK B 209827456.831EDGE OF BRICK E 209837456.732EDGE OF BRICK B H2.0 V0 209847456.808EDGE OF BRICK H2.0 V0 209857457.034EDGE OF BRICK H2.0 V0 209867457.151EDGE OF BRICK H2.0 V0 209877457.134EDGE OF BRICK H2.0 V0 209887457.158EDGE OF BRICK H2.0 V0 209897457.073EDGE OF BRICK H2.0 V0 209907457.103EDGE OF BRICK H2.0 V0 209917456.920EDGE OF BRICK H2.0 V0 209927456.775EDGE OF BRICK H2.0 V0 209937456.781EDGE OF BRICK E H2.0 V0 209947457.005EDGE OF BRICK B 209957457.088EDGE OF BRICK 209967457.015EDGE OF BRICK R FF ELEV. = 7457.07± 209987455.529 WATER VALVE E 209997456.029ELECTRIC BOX UGE B 210007454.029UG ELECT. LINE E 210077451.254GRADE BREAK B 210087451.239GRADE BREAK 210097451.211GRADE BREAK R 210107451.136AREA DRAIN STMM8 E 21011 7451.631GRADE BREAK B 210127451.700GRADE BREAK 210137451.641GRADE BREAK R 210147451.563AREA DRAIN 210157453.363UG ELECT. LINE B 210167453.433UG ELECT. LINE 210177453.384UG ELECT. LINE 210187453.041UG ELECT. LINE 210197453.521UG ELECT. LINE B 210207453.487UG ELECT. LINE 210217453.376UG ELECT. LINE 210227452.980UG ELECT. LINE 210237452.060UG ELECT. LINE 210247452.012UG ELECT. LINE 210257449.384UG ELECT. LINE210267449.390UG ELECT. LINE 210277449.059UG ELECT. LINE 210287449.086UG ELECT. LINE 210297448.873UG ELECT. LINE 210307449.279UG ELECT. LINE 210317449.272UG ELECT. LINE E 210327448.901UG ELECT. LINE 210337449.277UG ELECT. LINE 210347449.277UG ELECT. LINE E 210357450.919UG ELECT. LINE B 210367450.969UG TELEPHONE MARKER B 210377448.573UG TELEPHONE MARKER210387448.602UG ELECT. LINE 210397448.145UG TELEPHONE MARKER 210407447.998UG ELECT. LINE 210417447.733UG ELECT. LINE 210427448.050UG ELECT. LINE 210437447.805UG ELECT. LINE 210447447.758UG TELEPHONE MARKER 210457447.403UG TELEPHONE MARKER E 210467447.344UG ELECT. LINE E 210477459.364GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 210487459.599GUTTER E H.92 V-.1 H-.21 V.48 H-.58 V.5210497459.599EDGE OF ASPHALT B 210507459.364EDGE OF ASPHALT 210517459.262EDGE OF ASPHALT 210527459.233EDGE OF ASPHALT E 210537461.211UG ELECT. LINE B 210547460.580UG ELECT. LINE 210557460.942UG ELECT. LINE 210567460.651UG ELECT. LINE 210577461.182UG ELECT. LINE 210587460.839UG ELECT. LINE 210597460.997UG ELECT. LINE 210607460.994UG ELECT. LINE 210617460.989UG ELECT. LINE 210627460.972UG ELECT. LINE 210637461.262UG ELECT. LINE 210647461.262UG ELECT. LINE 210657461.149UG ELECT. LINE 210667461.171UG ELECT. LINE 210677461.419UG ELECT. LINE 210687461.294UG ELECT. LINE 21072 7461.574" MISC. TREE 210737459.195" MISC. TREE210747459.144" MISC. TREE 210757461.175" MISC. TREE 21076 7461.953" MISC. TREE 210867458.113EDGE OF ASPHALT POC210877457.945EDGE OF ASPHALT POC 210887457.700EDGE OF ASPHALT POC 210897457.454EDGE OF ASPHALT POC 21090 7457.251EDGE OF ASPHALT POC 210917457.033EDGE OF ASPHALT POC 210927456.776EDGE OF ASPHALT POC 210937456.600EDGE OF ASPHALT POC 210947456.495EDGE OF ASPHALT POC 210957456.382EDGE OF ASPHALT POC 210967456.297EDGE OF ASPHALT EC210977456.301EDGE OF ASPHALT 210987456.287EDGE OF ASPHALT 210997456.279EDGE OF ASPHALT 211007456.279GRADE BREAK B 211017456.279GRADE BREAK 211027456.379GRADE BREAK 211037456.379GRADE BREAK CLS 211047456.231EDGE OF ASPHALT E211057456.343GUTTER B 211067456.574GRADE BREAK B 211077456.681GRADE BREAK 211087456.366GUTTER 211097456.681GRADE BREAK E 211107456.681GRADE BREAK B 211117456.675GRADE BREAK 211127456.375GRADE BREAK E 211137456.373GUTTER 211147456.373GUTTER E 211167456.703EDGE OF ASPHALT SC 21117 7456.680EDGE OF ASPHALT POC 211187456.675EDGE OF ASPHALT POC 211197456.942 EDGE OF ASPHALT POC 211207457.257EDGE OF ASPHALT POC 211467458.436GUTTER 211617457.227 GUTTER POC H-.25 V.47 H-.58 V.5 POC H.42 V0 211627456.967GUTTER POC H-.25 V.47 H-.58 V.5 POC H.42 V0 211637456.753GUTTER POC H-.25 V.47 H-.58 V.5 POC H.42 V0 21164 7456.743GUTTER POC H-.25 V.47 H-.58 V.5 POC H.42 V0 211657456.740GUTTER EC H-.25 V.47 H-.58 V.5 POC H.42 V0 211777458.495EDGE OF CONCRETE POC H.5 V0211787458.281EDGE OF CONCRETE POC H.5 V0 21179 7458.097EDGE OF CONCRETE POC H.5 V0 211807457.849EDGE OF CONCRETE POC H.5 V0 211817457.668EDGE OF CONCRETE POC H.5 V0 211827457.426EDGE OF CONCRETE POC H.5 V0 211837457.214EDGE OF CONCRETE POC H.5 V0 211847457.005EDGE OF CONCRETE POC H.5 V0 211857456.868EDGE OF CONCRETE POC H.5 V0 211867456.780EDGE OF CONCRETE POC H.5 V0 211877456.716EDGE OF CONCRETE EC H.5 V0 211887456.699 EDGE OF CONCRETE E H.5 V0 211897456.708EDGE OF CONCRETE B 21190 7456.732EDGE OF CONCRETE E D 211917457.288STORM DRAIN MANHOLE STMM5 E 211927460.447BUILDING CORNER B 211937461.349BUILDING CORNER 211947468.013 BUILDING CORNER 211957467.966BUILDING CORNER 21196 7466.502BUILDING CORNER BLDC4 B 211977464.772BUILDING CORNER BLDC1 B 211997464.772BUILDING CORNER 212007464.772BUILDING CORNER R 212047464.164BUILDING CORNER B 212057464.164BUILDING CORNER BLDC3 212067456.681BUILDING CORNER R 212077464.783NATURAL GROUND NZ212097464.783BUILDING CORNER E 212107466.502BUILDING CORNER 212117466.502 BUILDING CORNER R 212127461.428BUILDING CORNER B 212137461.556BUILDING CORNER 212147461.556BUILDING CORNER R 21217 7456.231AREA DRAIN 212477461.050STONE WALL H1 V0 212487460.394STONE WALL H1 V0 212497459.526STONE WALL H1 V0 212507459.808STONE WALL H1 V0 212517458.398STONE WALL H1 V0 212527458.336STONE WALL E H1 V0 SD SD S D C B L C B L C B L C B L C B L C B L C B L C B L C B L S D UG E UGE U G E U G E U G E U G E U G E U G E W W W W W W W W W W W W W W W W W W W W W W W W W W UGE UGE UGE UGE UGE UGE UGE U G E U G E U G E U G E UG E SS SS SS SS SS SS SS SS SD S D S D S D S D S D S D S D SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D S D S D SD W UGE UGE W W W W W W W W W W W W W CB L CB L CBL CBL CBL SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD UG E CB L C B L C B L C B L CBL CBL CBL CBL CBL UGE UGE UGE U G E U G E UG E U G E U G E 200057467.416OVERHANG B 20006 7460.447BUILDING CORNER B 200077459.174BUILDING CORNER E 200087467.293OVERHANG 200097459.952BUILDING CORNER B 200107457.007BUILDING CORNER 200117457.007BUILDING CORNER E 200127457.007OVERHANG 200137457.007OVERHANG 200147467.315OVERHANG 200157467.228OVERHANG 200167467.346OVERHANG 200177467.270OVERHANG E 200187456.731BUILDING CORNER B 200197455.951BUILDING CORNER B 200207456.725BUILDING CORNER B 20021 7456.731BUILDING CORNER 200227456.731BUILDING CORNER R 20023 7455.951BUILDING CORNER 200247455.951BUILDING CORNER R 200257456.725BUILDING CORNER 200267456.725BUILDING CORNER R 200277455.854GRADE BREAK B 200287456.684GRADE BREAK 200297456.333GRADE BREAK CLS 200307455.412GRADE BREAK B 200317456.019GRADE BREAK 200327455.782GRADE BREAK CLS 200337456.759EDGE OF CONCRETE B SC 20034 7456.716EDGE OF CONCRETE POC 200357456.655EDGE OF CONCRETE POC 200367456.592 EDGE OF CONCRETE POC 200377456.526EDGE OF CONCRETE EC 200387456.374EDGE OF CONCRETE SC 200397456.091EDGE OF CONCRETE POC 20040 7455.822EDGE OF CONCRETE POC 200417455.595EDGE OF CONCRETE POC 20042 7455.491EDGE OF CONCRETE EC 200437454.912EDGE OF CONCRETE E 200447454.470EDGE OF CONCRETE B 200457454.864EDGE OF CONCRETE 20046 7455.914EDGE OF CONCRETE200477455.888EDGE OF CONCRETE 200487455.930 EDGE OF CONCRETE SC 200497455.963EDGE OF CONCRETE POC 200507456.021EDGE OF CONCRETE POC 20051 7456.070EDGE OF CONCRETE EC 200527456.464EDGE OF CONCRETE 200537460.100EDGE OF CONCRETE 200547460.309EDGE OF CONCRETE 200557460.593EDGE OF CONCRETE SC 200567460.680EDGE OF CONCRETE POC 200577460.743EDGE OF CONCRETE POC 200587460.992EDGE OF CONCRETE POC 200597460.970EDGE OF CONCRETE POC 200607460.990EDGE OF CONCRETE POC 200617461.010EDGE OF CONCRETE EC 200627461.059EDGE OF CONCRETE SC 200637461.105EDGE OF CONCRETE POC 200647461.115EDGE OF CONCRETE POC 20065 7461.078EDGE OF CONCRETE EC 200667460.993EDGE OF CONCRETE E 200677461.072EDGE OF CONCRETE B H.38 V0 20068 7460.917EDGE OF CONCRETE H.38 V0 200697460.590 EDGE OF CONCRETE H.42 V0 200707459.151EDGE OF CONCRETE H.42 V0 200717456.953EDGE OF CONCRETE H.42 V0 200727456.443EDGE OF CONCRETE SC H.42 V0 200737456.397EDGE OF CONCRETE POC H.42 V0 200747456.251EDGE OF CONCRETE POC H.42 V0 200757456.060EDGE OF CONCRETE POC H.42 V0200767455.875EDGE OF CONCRETE POC H.42 V0 200777455.643EDGE OF CONCRETE POC H.42 V0 200787455.537EDGE OF CONCRETE POC H.42 V0 200797455.393EDGE OF CONCRETE POC H.42 V0 200807455.412EDGE OF CONCRETE EC H.42 V0 200817455.807EDGE OF CONCRETE H.42 V0 200827455.092EDGE OF CONCRETE H.42 V0 200837454.942EDGE OF CONCRETE H.42 V0 200847453.663EDGE OF CONCRETE H.42 V0 200857452.843EDGE OF CONCRETE B 200867453.447EDGE OF CONCRETE 200877453.586EDGE OF CONCRETE 200887453.455EDGE OF CONCRETE 200897453.488EDGE OF CONCRETE E 200907453.335TOP OF BANK B 200917453.143TOP OF BANK 200927453.043TOP OF BANK 200937452.637TOP OF BANK 200947452.653 TOP OF BANK 200957452.814TOP OF BANK 200967453.081TOP OF BANK 200977453.281TOP OF BANK 200987453.083TOP OF BANK 200997452.820TOP OF BANK 201007452.988TOP OF BANK 201017452.972TOP OF BANK E 201027452.338TOE OF BANK B 201037451.042TOE OF BANK 201047450.134TOE OF BANK 201057449.296TOE OF BANK 201067448.746TOE OF BANK 201077447.942TOE OF BANK 201087447.529TOE OF BANK 201097447.083TOE OF BANK 201107446.013TOE OF BANK 201117445.703TOE OF BANK 201127445.789TOE OF BANK 20113 7445.683TOE OF BANK 201147446.008TOE OF BANK 201157445.815TOE OF BANK 201167445.965TOE OF BANK 201177446.390TOE OF BANK E 201187447.437EDGE OF ASPHALT B 20119 7447.227EDGE OF ASPHALT 201207448.569EDGE OF ASPHALT 201217448.527 LIGHT POLE 201227449.360EDGE OF ASPHALT 201237451.235EDGE OF ASPHALT 201247451.893EDGE OF ASPHALT E 201257452.069SPOT GRADE PAV 201267451.985EDGE OF ASPHALT B 201277453.241EDGE OF ASPHALT 201287454.397EDGE OF ASPHALT 201297454.498LIGHT POLE 201307455.907EDGE OF ASPHALT 201317457.571EDGE OF ASPHALT 201327458.945EDGE OF ASPHALT E 201337457.730EDGE OF GRAVEL B EOG1 B 201347457.549EDGE OF GRAVEL 201357457.700EDGE OF GRAVEL 201367458.078EDGE OF GRAVEL SC 201377458.325EDGE OF GRAVEL POC 201387458.543EDGE OF GRAVEL POC 201397458.628EDGE OF GRAVEL POC 201407458.509EDGE OF GRAVEL EC 201417457.392EDGE OF GRAVEL E 201427458.347EDGE OF GRAVEL 201437458.874EDGE OF GRAVEL SC 201447459.238EDGE OF GRAVEL POC 201457459.348EDGE OF GRAVEL POC 201467459.346EDGE OF GRAVEL POC 201477459.140EDGE OF GRAVEL EC 201487457.806EDGE OF GRAVEL E 201497456.859GRADE BREAK B 201507456.799GRADE BREAK 201517456.740GRADE BREAK 201527456.792GRADE BREAK CLS 201537459.028EDGE OF CONCRETE B H.92 V-.1 H-.21 V.48 H-.58 V.5 201547459.326EDGE OF CONCRETE 201557459.471EDGE OF CONCRETE POC 201567459.613EDGE OF CONCRETE 201577459.737EDGE OF CONCRETE E H.92 V-.1 H-.21 V.48 H-.58 V.5 201587459.682EDGE OF CONCRETE B 201597460.623EDGE OF CONCRETE 201607460.705EDGE OF CONCRETE 201617460.252EDGE OF CONCRETE 201627460.218EDGE OF CONCRETE 201637460.611EDGE OF CONCRETE 201647460.500EDGE OF CONCRETE 201657459.868EDGE OF CONCRETE E 201667459.749GUTTER B 201677460.501GUTTER SC 201687460.572GUTTER POC 201697460.635GUTTER EC 201707460.975GUTTER E 201717460.306GUTTER SC B G1 B SC 201727460.357GUTTER POC 201737460.427GUTTER POC 201747460.558GUTTER POC 201757460.639GUTTER POC201767460.713GUTTER POC 201777460.726GUTTER EC 201787461.030GUTTER E 201797460.231GUTTER POC 201807460.132GUTTER EC 201817460.070GUTTER E 201827460.124GRADE BREAK B 201837460.139GRADE BREAK 201847460.171GRADE BREAK 201857460.187GRADE BREAK CLS 201867460.097GUTTER B SC 201877460.159GUTTER POC 201887460.198GUTTER POC 201897460.219GUTTER EC E G SC B 201907460.260GUTTER POC 201917460.316GUTTER POC 201927460.408GUTTER POC 201937460.463GUTTER POC 201947460.508GUTTER POC 201957460.515GUTTER EC 201967460.856GUTTER E 201977460.916GUTTER B 201987460.433GUTTER SC 201997460.395GUTTER POC202007460.375GUTTER EC 202017459.879GUTTER E 202027460.407GRADE BREAK B NZ 202037460.505GRADE BREAK NZ 202047460.529GRADE BREAK NZ 202057460.435GRADE BREAK CLS NZ 202067460.598GRADE BREAK B NZ 202077460.718GRADE BREAK NZ 202087460.745GRADE BREAK NZ 202097460.705GRADE BREAK CLS NZ 202107460.229EDGE OF CONCRETE B H.42 V0 202117461.017EDGE OF CONCRETE SC H.42 V0 202127461.021EDGE OF CONCRETE POC H.42 V0 202137461.032EDGE OF CONCRETE EC H.42 V0 202147460.955EDGE OF CONCRETE SC H.42 V0 GB B 202157461.043EDGE OF CONCRETE POC 202167461.065EDGE OF CONCRETE POC 202177461.179EDGE OF CONCRETE POC 202187461.311EDGE OF CONCRETE EC E 202197461.230EDGE OF CONCRETE B SC 202207461.221EDGE OF CONCRETE POC 202217461.232WATER VALVE 202227461.183EDGE OF CONCRETE POC 202237461.092EDGE OF CONCRETE POC 202247461.069EDGE OF CONCRETE EC H.42 V0 GB E 202257461.134EDGE OF CONCRETE SC H.42 V0202267461.119EDGE OF CONCRETE POC H.42 V0 202277461.114EDGE OF CONCRETE POC H.42 V0 202287460.998EDGE OF CONCRETE POC H.42 V0 202297460.953EDGE OF CONCRETE POC H.42 V0 202307460.866EDGE OF CONCRETE POC H.42 V0 202317460.851EDGE OF CONCRETE POC H.42 V0 202327460.551EDGE OF CONCRETE EC H.42 V0202337460.027EDGE OF CONCRETE GB B 202347460.247GRADE BREAK E 202357460.081EDGE OF CONCRETE GB B 202367460.229GRADE BREAK E 202377460.763EDGE OF CONCRETE SC H.42 V0 202387460.759EDGE OF CONCRETE POC H.42 V0 202397460.868EDGE OF CONCRETE POC H.42 V0 202407461.107EDGE OF CONCRETE EC E H.42 V0 202417460.581GUTTER B SC 202427460.446GUTTER POC 202437460.326GUTTER POC 202447460.306GUTTER EC E 202457460.730EDGE OF CONCRETE B SC 202467460.562EDGE OF CONCRETE POC 202477460.404EDGE OF CONCRETE POC 202487460.385EDGE OF CONCRETE POC 202497460.320EDGE OF CONCRETE POC 202507460.261EDGE OF CONCRETE EC 202517460.142EDGE OF CONCRETE SC 202527460.222EDGE OF CONCRETE POC 202537460.355EDGE OF CONCRETE POC 202547460.487EDGE OF CONCRETE POC 202557460.422EDGE OF CONCRETE EC 202567460.281EDGE OF CONCRETE 202577460.302EDGE OF CONCRETE 202587460.368EDGE OF CONCRETE SC 202597460.374EDGE OF CONCRETE POC 202607460.517EDGE OF CONCRETE POC 202617460.527EDGE OF CONCRETE POC 202627460.664 EDGE OF CONCRETE POC 202637460.766 EDGE OF CONCRETE EC 20264 7460.818EDGE OF CONCRETE 202727461.052 EDGE OF CONCRETE B 202737461.396EDGE OF CONCRETE 202837461.519EDGE OF CONCRETE POC 202847461.522 EDGE OF CONCRETE POC 202857461.228EDGE OF CONCRETE POC 202867461.175EDGE OF CONCRETE POC 20287 7461.065EDGE OF CONCRETE POC 202887461.000EDGE OF CONCRETE EC 202897461.091EDGE OF CONCRETE 202907461.060EDGE OF CONCRETE E 202917461.021ELECTRIC MANHOLE 20292 7461.033EDGE OF CONCRETE 202937461.041EDGE OF CONCRETE SC 202947461.185EDGE OF CONCRETE POC 202957461.166EDGE OF CONCRETE POC 202967461.020EDGE OF CONCRETE POC 202977460.926EDGE OF CONCRETE EC H.42 V0 GB B 202987460.852EDGE OF CONCRETE SC H.42 V0 202997460.853EDGE OF CONCRETE POC H.42 V0203007460.848EDGE OF CONCRETE EC H.42 V0 203017460.354EDGE OF CONCRETE E H.42 V0 203027460.797EDGE OF CONCRETE B 203037461.135EDGE OF CONCRETE SC 203047461.037EDGE OF CONCRETE POC 203057460.936EDGE OF CONCRETE EC 203067460.733EDGE OF CONCRETE B 203077460.758EDGE OF CONCRETE 203087460.707EDGE OF CONCRETE 203097460.700EDGE OF CONCRETE EOC E 203107460.681EDGE OF CONCRETE E EOC B H.42 V0 203117460.865EDGE OF CONCRETE SC H.42 V0 203127460.796EDGE OF CONCRETE POC H.42 V0 203137460.792EDGE OF CONCRETE POC H.42 V0 203147460.695EDGE OF CONCRETE EC H.42 V0 203157460.559EDGE OF CONCRETE H.42 V0 203167459.961EDGE OF CONCRETE GB 1 B 203177460.185GRADE BREAK 1 E 203187459.953EDGE OF CONCRETE GB 1 B 203197460.159GRADE BREAK 1 E 203207460.663EDGE OF CONCRETE SC H.42 V0 203217460.698EDGE OF CONCRETE POC H.42 V0 203227460.824EDGE OF CONCRETE POC H.42 V0203237460.858EDGE OF CONCRETE POC H.42 V0 203247460.937EDGE OF CONCRETE POC H.42 V0203257460.947EDGE OF CONCRETE POC H.42 V0 203267460.963EDGE OF CONCRETE EC H.42 V0 203277460.874EDGE OF CONCRETE SC H.42 V0 GB E 203287460.882EDGE OF CONCRETE POC 203297461.076SPOT GRADE PAV 203307461.076EDGE OF CONCRETE EC 203317460.792EDGE OF CONCRETE E 203407460.988EDGE OF CONCRETE H.42 V0 203417461.085EDGE OF CONCRETE SC H.42 V0 203427460.967 EDGE OF CONCRETE POC H.42 V0 203437460.883EDGE OF CONCRETE POC H.42 V0 203447460.859EDGE OF CONCRETE POC H.42 V0 203457460.715EDGE OF CONCRETE POC H.42 V0 203467460.691EDGE OF CONCRETE EC H.42 V0 203477460.733EDGE OF CONCRETE E H.42 V0 203487460.236GUTTER SC B 203497460.377GUTTER POC 203507460.397GUTTER POC 203517460.357GUTTER EC 203527460.175GUTTER 203537460.129GUTTER E 203547460.119GUTTER B 203557460.202GUTTER SC 203567460.303GUTTER POC 203577460.410GUTTER POC 203587460.481GUTTER POC 203597460.548GUTTER POC 203607460.667GUTTER EC 203617460.713GUTTER 203707461.227ROAD CL POC 203717461.031ROAD CL POC 203727460.910ROAD CL POC 203737460.726ROAD CL POC 203747460.569ROAD CL POC 203757460.514ROAD CL POC 203767460.661ROAD CL POC 203777460.881ROAD CL EC E D 203787451.709STORM DRAIN MANHOLE STMM5 B 203797444.585AREA DRAIN STMM5 203807444.557EDGE OF CONCRETE CIR 203817444.616EDGE OF CONCRETE 203827444.628EDGE OF CONCRETE 203837449.685AREA DRAIN STMM5 203847456.693AREA DRAIN STMM5 D 203857460.363STORM DRAIN MANHOLE STMM5 E 7457.91 NOMATCH STIV 203877460.269AREA DRAIN203887460.277GRADE BREAK B 20389 7460.283GRADE BREAK 203907460.300GRADE BREAK 203917460.286 GRADE BREAK CLS D 203927460.541STORM DRAIN MANHOLE STMM4 B STMM5 B 203937459.387AREA DRAIN 203947459.417GRADE BREAK B 203957459.389GRADE BREAK 203967459.390GRADE BREAK 203977459.447GRADE BREAK CLS7456.69 NOMATCH STIV 203997460.023AREA DRAIN STMM4 E 204007460.083AREA DRAIN STMM7 B 204067461.553LIGHT POLE 204077461.262 LIGHT POLE 204087461.306 LIGHT POLE D 204097460.525STORM DRAIN MANHOLE STMM5 STMM7 E 20410 7461.056LIGHT POLE 204117460.903WATER VALVE 20412 7465.266FIRE HYDRANT 204137461.211LIGHT POLE 20414 7459.852GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 204157459.233GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 204167459.252GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 204177459.262GUTTER E H.92 V-.1 H-.21 V.48 H-.58 V.5 204187459.599GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 204197459.436GUTTER SC H.92 V-.1 H-.21 V.48 H-.58 V.5 204207459.426GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204217459.417GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5204227459.418GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204237459.385GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204247459.623GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204257459.786GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204267459.863GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204277459.943GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204287460.092GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204297460.311GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204307460.385GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204317460.460GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204327460.522GUTTER EC H.92 V-.1 H-.21 V.48 H-.58 V.5 204337460.874GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 204347461.015GUTTER E H.92 V-.1 H-.21 V.48 H-.58 V.5 204357460.969" MISC. TREE 204367461.143" MISC. TREE 204377457.231GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 204387457.149GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 204397456.725GUTTER SC H.92 V-.1 H-.21 V.48 H-.58 V.5 204407456.750GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204417456.686GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5204427456.670GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204437456.725GUTTER EC H.92 V-.1 H-.21 V.48 H-.58 V.5 204447457.800GUTTER SC H.92 V-.1 H-.21 V.48 H-.58 V.5 204457457.896 GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204467457.881GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204477457.825GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204487457.804GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204497457.758GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204507457.681GUTTER EC H.92 V-.1 H-.21 V.48 H-.58 V.5 204517457.360GUTTER CLS H.92 V-.1 H-.21 V.48 H-.58 V.5 204527457.564 LIGHT POLE 204537453.227GUTTER B 204547453.418EDGE OF CONCRETE B 204557453.249EDGE OF CONCRETE B 204567452.533EDGE OF CONCRETE 204577452.298GUTTER 204587452.558EDGE OF CONCRETE 204597451.892EDGE OF CONCRETE E 204607451.768GUTTER E 204617452.022EDGE OF CONCRETE E 204627453.218EDGE OF CONCRETE SC B 204637453.392EDGE OF CONCRETE POC 204647453.114EDGE OF CONCRETE POC 204657453.089EDGE OF CONCRETE POC 204667453.096EDGE OF CONCRETE POC 204677453.112EDGE OF CONCRETE EC 204687452.959EDGE OF CONCRETE SC204697452.885EDGE OF CONCRETE POC 204707452.827EDGE OF CONCRETE POC 204717452.844EDGE OF CONCRETE POC 204727452.987EDGE OF CONCRETE EC CLSE204737453.092ELECTRIC BOX /KEY PAD GARAGE 204747453.220EDGE OF CONCRETE B 204757454.470EDGE OF CONCRETE E 204767453.219GUTTER B 204777454.470GUTTER E 204787456.759EDGE OF CONCRETE B 204797456.926EDGE OF CONCRETE 204807456.892EDGE OF CONCRETE204817456.892EDGE OF CONCRETE204827456.892EDGE OF CONCRETE 204837456.689EDGE OF CONCRETE 204847456.689EDGE OF CONCRETE 204857456.638EDGE OF CONCRETE204867456.638EDGE OF CONCRETE 204877456.670EDGE OF CONCRETE 204887456.672EDGE OF CONCRETE 204897456.671EDGE OF CONCRETE 204907456.699EDGE OF CONCRETE 204917456.724EDGE OF CONCRETE 204927457.032EDGE OF CONCRETE E 204937467.270OVERHANG B 204947468.089OVERHANG E 204957457.007BUILDING CORNER B 204967468.089BUILDING CORNER 204977464.287NATURAL GROUND NZ 204987465.808NATURAL GROUND NZ 204997464.287BUILDING CORNER 205007466.125BUILDING CORNER 205017448.943GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 205027448.825GUTTER 205047448.757GUTTER POC 205057448.819GUTTER 205067449.177GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205077449.094GUTTER CLS H.92 V-.1 H-.21 V.48 H-.58 V.5 205087449.329LIGHT POLE 205097447.437EDGE OF ASPHALT B 205107448.230EDGE OF ASPHALT 205117448.435EDGE OF ASPHALT 205127448.946EDGE OF ASPHALT 205137449.262EDGE OF ASPHALT 20514 7448.989EDGE OF ASPHALT 205157449.201EDGE OF ASPHALT 205167449.094 EDGE OF ASPHALT 205177449.030EDGE OF ASPHALT 20518 7449.274EDGE OF ASPHALT 205197450.222EDGE OF ASPHALT 205207450.476EDGE OF ASPHALT 205217450.969EDGE OF ASPHALT 205227451.167EDGE OF ASPHALT 205237451.250EDGE OF ASPHALT 205247452.213EDGE OF ASPHALT 205257452.686EDGE OF ASPHALT 205267453.186EDGE OF ASPHALT 205277453.816EDGE OF ASPHALT 205287454.440EDGE OF ASPHALT 205297454.718EDGE OF ASPHALT 205307454.899EDGE OF ASPHALT 205317455.142EDGE OF ASPHALT 205327455.309EDGE OF ASPHALT 205337455.483EDGE OF ASPHALT E 205347455.389EDGE OF ASPHALT B 205357455.281EDGE OF ASPHALT 205367455.204EDGE OF ASPHALT 205377455.031EDGE OF ASPHALT 205387454.532EDGE OF ASPHALT 205397453.055EDGE OF ASPHALT 205407452.690EDGE OF ASPHALT 205417452.474 EDGE OF ASPHALT 205427452.248EDGE OF ASPHALT 205437451.822EDGE OF ASPHALT 205447451.283EDGE OF ASPHALT 205457450.910EDGE OF ASPHALT E 205467450.898GUTTER B H-.92 V-.1 H.21 V.48 H.58 V.5 205477450.787GUTTER H-.92 V-.1 H.21 V.48 H.58 V.5 205487450.787 GUTTER E H-.92 V-.1 H.21 V.48 H.58 V.5 205497450.542GUTTER B H-.92 V-.1 H.21 V.48 H.58 V.5 205507450.731 GUTTER H-.92 V-.1 H.21 V.48 H.58 V.5 205517450.744GUTTER H-.92 V-.1 H.21 V.48 H.58 V.5 205527449.832GUTTER H-.92 V-.1 H.21 V.48 H.58 V.5 205537450.178GUTTER E H-.92 V-.1 H.21 V.48 H.58 V.5 205547447.909LIGHT POLE 205557451.905LIGHT POLE 205567455.483NATURAL GROUND NZ 0.75 205577453.235GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 205587453.181GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205597452.254GUTTER 205617452.343GUTTER POC 205627452.064GUTTER 205637452.177GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205647451.550GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205657446.974GUTTER E H.92 V-.1 H-.21 V.48 H-.58 V.5 205667450.990LIGHT POLE 205677456.425OVERHANG B 205687456.459OVERHANG E 205697446.280GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 205707446.308GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205717446.719GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205727449.814GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205737450.178GUTTER E H.92 V-.1 H-.21 V.48 H-.58 V.5 205747445.899EDGE OF CONCRETE B FF ELEV. = 7445.52± 205767445.413EDGE OF CONCRETE B 205777445.578EDGE OF CONCRETE EOC2 B 205787445.505EDGE OF CONCRETE 205797445.564 EDGE OF CONCRETE 205807445.591EDGE OF CONCRETE 205817448.452EDGE OF CONCRETE 205827448.174EDGE OF CONCRETE 205837445.879EDGE OF CONCRETE EOC E 205847445.579EDGE OF CONCRETE E EOC1 205857445.624EDGE OF CONCRETE 205867445.593 EDGE OF CONCRETE205877445.593EDGE OF CONCRETE 205887445.595EDGE OF CONCRETE FF ELEV. = 7445.55± 20590 7445.537EDGE OF CONCRETE CLS 205927445.391GRADE BREAK B 205937445.443GRADE BREAK 205947445.513GRADE BREAK 205957445.539GRADE BREAK CLS 205967445.499EDGE OF CONCRETE B 205977445.613EDGE OF CONCRETE E 205987456.670EDGE OF CONCRETE E 205997455.335NATURAL GROUND NZ 206007455.336NATURAL GROUND NZ 20601 7455.335BUILDING CORNER 206027455.336BUILDING CORNER206037455.336BUILDING CORNER 206047455.321BUILDING CORNER 206057455.321BUILDING CORNER 206067455.321BUILDING CORNER 206077455.321BUILDING CORNER 206087455.738BUILDING CORNER E /CONTINUES UNDERGROUND 206097453.607SIGN 206107453.877SIGN 206117454.025 SIGN 206127453.920SIGN 206137454.283SIGN 206147454.747SIGN 206157456.472 " MISC. TREE 206167453.033" MISC. TREE 20617 7453.750" MISC. TREE 206187453.395 " MISC. TREE 206197450.027" MISC. TREE 206207449.354" MISC. TREE 206217449.780" MISC. TREE 206227452.823 " MISC. TREE 206237451.346" MISC. TREE 206247452.785" MISC. TREE 206257453.986LIGHT POLE 206267454.121LIGHT POLE 206277453.574LIGHT POLE 206287453.633LIGHT POLE 206297454.271 LIGHT POLE 206307453.566LIGHT POLE 206317454.289" MISC. TREE 206327454.439" MISC. TREE 206337454.295" MISC. TREE 206347454.187" MISC. TREE 206367453.497EDGE OF CONCRETE CIR 206377453.497EDGE OF CONCRETE 206387453.509EDGE OF CONCRETE 206397453.600EDGE OF CONCRETE B 206407453.627EDGE OF CONCRETE 206417453.596EDGE OF CONCRETE R 206427466.125BUILDING CORNER206437466.125BUILDING CORNER 206447443.531AREA DRAIN TRENCH B 206457443.643AREA DRAIN TRENCH E 206467456.873CONC. WALL B H.67 V0 206477456.860CONC. WALL H.67 V0 206487456.799CONC. WALL H.67 V0 206497456.547CONC. WALL H.67 V0 206517457.077WOOD FENCE B 206527456.871 EDGE OF BRICK B 206537456.872EDGE OF BRICK 206547456.795EDGE OF BRICK 206557456.782EDGE OF BRICK 206567456.865EDGE OF BRICK 206577456.883EDGE OF BRICK 206587456.673EDGE OF BRICK 20659 7456.868WOOD FENCE 206607457.098WOOD FENCE 206617457.006EDGE OF BRICK 206627457.134 EDGE OF BRICK206637457.132WOOD FENCE 206647456.959WOOD FENCE 206657456.851EDGE OF BRICK 206667457.077EDGE OF BRICK 206677457.074WOOD FENCE 206687457.278EDGE OF BRICK EOB1 B206697457.206WOOD FENCE 206707457.095 WOOD FENCE 206717457.175EDGE OF BRICK 206727456.947EDGE OF BRICK CLS20673 7456.947WOOD FENCE E 206747458.333" MISC. TREE 206757458.331" MISC. TREE 206767458.274" MISC. TREE 206777458.112 " MISC. TREE 206787457.224" MISC. TREE 206797456.733UG ELECT. LINE B 206807456.693UG ELECT. LINE206817456.713UG ELECT. LINE 206827456.653UG ELECT. LINE 206837452.747UG ELECT. LINE 206847452.109UG ELECT. LINE E 206857455.373EDGE OF CONCRETE B 206867455.389 EDGE OF CONCRETE 206877455.397EDGE OF CONCRETE 20688 7455.199EDGE OF CONCRETE SC 206897455.123 EDGE OF CONCRETE POC 206907454.887 EDGE OF CONCRETE POC 206917454.502EDGE OF CONCRETE POC 206927454.184EDGE OF CONCRETE POC 206937453.926NATURAL GROUND 206947453.931EDGE OF CONCRETE B SC 206957453.926EDGE OF CONCRETE EC E 206967454.175EDGE OF CONCRETE POC 206977454.388 EDGE OF CONCRETE POC 206987454.538EDGE OF CONCRETE POC 206997454.849 EDGE OF CONCRETE POC 207007455.117NATURAL GROUND 207017455.117EDGE OF CONCRETE POC 207027455.117 EDGE OF CONCRETE POC 207037455.832EDGE OF CONCRETE EC 207047455.991EDGE OF CONCRETE 207057456.334EDGE OF CONCRETE SC 207067456.689EDGE OF CONCRETE POC 207077456.861EDGE OF CONCRETE POC 207087456.951EDGE OF CONCRETE EC 207097457.037EDGE OF CONCRETE 207107457.014EDGE OF CONCRETE 207117456.965EDGE OF CONCRETE SC 207127456.890EDGE OF CONCRETE POC 207137456.812EDGE OF BRICK 207147456.796EDGE OF BRICK 207157457.175EDGE OF BRICK E 207167457.083EDGE OF CONCRETE POC 207177456.577EDGE OF CONCRETE POC 207187456.344EDGE OF CONCRETE POC 207197455.969EDGE OF CONCRETE POC 207207455.702EDGE OF CONCRETE POC 207217454.856NATURAL GROUND 207227455.417EDGE OF CONCRETE POC 207237455.117NATURAL GROUND 207247455.283NATURAL GROUND 207257455.383EDGE OF CONCRETE POC 207267455.373EDGE OF CONCRETE EC E 207277455.146" MISC. TREE 207287455.227" MISC. TREE 20729 7454.989" MISC. TREE 207307454.742" MISC. TREE 207317454.524" MISC. TREE 207327453.479EDGE OF ASPHALT SC B 207337453.731EDGE OF ASPHALT POC207347453.829EDGE OF ASPHALT POC 207357453.856EDGE OF ASPHALT POC 20736 7453.873EDGE OF ASPHALT EC 207377454.105EDGE OF ASPHALT 207387454.227EDGE OF ASPHALT SC 207397454.223EDGE OF ASPHALT POC 207407454.159EDGE OF ASPHALT POC 207417454.095EDGE OF ASPHALT EC 207427453.865EDGE OF ASPHALT SC 207437453.764EDGE OF ASPHALT POC 207447453.542EDGE OF ASPHALT POC 207457453.549EDGE OF ASPHALT EC 207467453.574EDGE OF ASPHALT 207477453.589EDGE OF ASPHALT 207487453.580EDGE OF ASPHALT 207497453.567EDGE OF ASPHALT 207507453.631EDGE OF ASPHALT207517453.646EDGE OF ASPHALT207527453.618EDGE OF ASPHALT 207537453.602EDGE OF ASPHALT 207547453.561EDGE OF ASPHALT 207557453.552EDGE OF ASPHALT 207567453.634EDGE OF ASPHALT 207577453.804EDGE OF ASPHALT SC 207587453.912EDGE OF ASPHALT POC 207597454.040EDGE OF ASPHALT POC 207607454.093EDGE OF ASPHALT POC 207617454.102EDGE OF ASPHALT EC 207627454.145EDGE OF ASPHALT 207637454.089EDGE OF ASPHALT 207647454.120EDGE OF ASPHALT 207657454.080EDGE OF ASPHALT 207667453.932EDGE OF ASPHALT 207677453.792EDGE OF ASPHALT 207687453.541EDGE OF ASPHALT 207697453.227EDGE OF ASPHALT 207707452.997EDGE OF ASPHALT 207717452.887EDGE OF ASPHALT SC 207727452.849EDGE OF ASPHALT POC 207737452.833EDGE OF ASPHALT POC 207747452.817EDGE OF ASPHALT EC 207757452.843EDGE OF ASPHALT 207767452.823EDGE OF ASPHALT E 207787452.679EDGE OF ASPHALT 207797452.702EDGE OF ASPHALT 207807452.716EDGE OF ASPHALT SC 207817452.708EDGE OF ASPHALT POC 207827452.675EDGE OF ASPHALT POC 207837452.621EDGE OF ASPHALT EC E 207847452.965WATER VALVE 207857454.268 FIRE HYDRANT 207867452.769UG WATER LINE B 207877452.891UG ELECT. LINE B 207887452.901UG ELECT. LINE 207897452.980UG ELECT. LINE 207907453.076UG WATER LINE UGW1 B 207917452.454UG WATER LINE E 207927453.492UG ELECT. LINE 207937453.590UG ELECT. LINE 207947453.851UG ELECT. LINE 207957454.023 UG WATER LINE 207967453.946UG ELECT. LINE 207977454.082UG ELECT. LINE 207987454.127UG ELECT. LINE 207997454.086UG ELECT. LINE 208007454.271 UG ELECT. LINE 208017454.052UG ELECT. LINE 208027454.144UG ELECT. LINE 208037454.110UG ELECT. LINE 208047454.038UG ELECT. LINE 208057453.958UG ELECT. LINE 208067453.859UG ELECT. LINE 20807 7453.599UG ELECT. LINE 208087453.543UG ELECT. LINE 208097453.521UG ELECT. LINE 208107453.559UG WATER LINE 208117453.502UG ELECT. LINE 208127453.387UG ELECT. LINE 208137453.343UG ELECT. LINE 208147453.764UG ELECT. LINE 208157453.905UG ELECT. LINE 208167453.957UG ELECT. LINE 208177454.132UG ELECT. LINE 208187454.123UG ELECT. LINE 208197454.182UG ELECT. LINE 208207453.970UG ELECT. LINE 208217453.953UG ELECT. LINE 208227453.795UG ELECT. LINE 208237453.795UG ELECT. LINE 208247453.479UG ELECT. LINE 208257453.561UG ELECT. LINE 208267453.502UG ELECT. LINE 208277453.504UG ELECT. LINE 208287453.266UG ELECT. LINE E 208297453.039EDGE OF ASPHALT B 208307453.185EDGE OF ASPHALT 208317453.350EDGE OF ASPHALT 208327453.380EDGE OF ASPHALT 208337453.465EDGE OF ASPHALT 208347453.589EDGE OF ASPHALT 208357453.689EDGE OF ASPHALT 208367454.333UG WATER LINE E 208377453.758EDGE OF ASPHALT SC 208387453.832EDGE OF ASPHALT POC 208397453.871EDGE OF ASPHALT POC 208407453.841EDGE OF ASPHALT POC 208417453.870EDGE OF ASPHALT POC 208427453.813EDGE OF ASPHALT EC 208437453.597EDGE OF ASPHALT SC 208447453.545EDGE OF ASPHALT POC 208457453.372EDGE OF ASPHALT POC 208467453.305EDGE OF ASPHALT POC 208477453.266EDGE OF ASPHALT EC 208487453.287EDGE OF ASPHALT 208497453.481EDGE OF ASPHALT SC 208507453.760EDGE OF ASPHALT POC 208517453.849EDGE OF ASPHALT POC 208527453.835 EDGE OF ASPHALT EC 20853 7453.818EDGE OF ASPHALT 208547453.649 EDGE OF ASPHALT 208557453.430EDGE OF ASPHALT SC 208567453.223EDGE OF ASPHALT POC 208577452.973 EDGE OF ASPHALT POC 208587452.831EDGE OF ASPHALT EC E 208597453.615UG TELEPHONE MARKER B 208607453.825UG TELEPHONE MARKER 208617453.825UG TELEPHONE MARKER 208627453.972UG TELEPHONE MARKER 208637453.701UG TELEPHONE MARKER 208647453.546UG TELEPHONE MARKER 20865 7453.569UG TELEPHONE MARKER 208667453.758 UG TELEPHONE MARKER E 208677454.103WATER VALVE 208687453.926EDGE OF CONCRETE SC B 208697454.055WATER VALVE 208707453.617WATER VALVE 208717454.026WATER VALVE 208727454.026WATER VALVE D 20874 7453.599STORM DRAIN MANHOLE STMM1 STMM8 B S 208757453.397SAN. SEWER MANHOLE SAMM B 208767453.816EDGE OF CONCRETE POC208777453.791EDGE OF CONCRETE EC 208787453.720EDGE OF CONCRETE 208797453.479EDGE OF CONCRETE SC 208807453.407EDGE OF CONCRETE POC 208817453.301EDGE OF CONCRETE POC 208827453.222EDGE OF CONCRETE POC 208837453.112EDGE OF CONCRETE POC 208847453.039EDGE OF CONCRETE POC 208857452.983EDGE OF CONCRETE EC E 208867453.931EDGE OF CONCRETE B SC 208877453.902EDGE OF CONCRETE POC 208887453.894EDGE OF CONCRETE POC 208897453.910EDGE OF CONCRETE POC 208907453.875EDGE OF CONCRETE EC 208917454.029EDGE OF CONCRETE 208927454.291EDGE OF CONCRETE 208937454.002EDGE OF CONCRETE 208947453.944EDGE OF CONCRETE 208957454.400 EDGE OF CONCRETE EOC1 B 208967453.944EDGE OF CONCRETE 208977454.549EDGE OF CONCRETE R 208987454.521EDGE OF CONCRETE SC 208997454.689EDGE OF CONCRETE POC 209007454.829EDGE OF CONCRETE POC 209017454.955EDGE OF CONCRETE POC 209027455.163EDGE OF CONCRETE POC 209037455.354EDGE OF CONCRETE POC 209047455.051EDGE OF CONCRETE B 209057454.865EDGE OF CONCRETE SC 209067454.848EDGE OF CONCRETE POC 209077454.864EDGE OF CONCRETE POC 209087454.963EDGE OF CONCRETE EC 209097455.018EDGE OF CONCRETE SC 209107455.210EDGE OF CONCRETE POC 209117455.391EDGE OF CONCRETE POC 209127455.643EDGE OF CONCRETE POC 209137456.044EDGE OF CONCRETE EC E 209147455.743EDGE OF CONCRETE POC 209157456.144EDGE OF CONCRETE EC E 209167454.297AREA DRAIN STMM1 E 209177454.456GRADE BREAK B 209187454.445GRADE BREAK 209197454.473GRADE BREAK R 209207454.845EDGE OF CONCRETE B 209217454.164EDGE OF CONCRETE SC 209227453.978EDGE OF CONCRETE POC 209237453.823EDGE OF CONCRETE POC 209247453.702EDGE OF CONCRETE POC 209257453.641EDGE OF CONCRETE POC 209267453.593EDGE OF CONCRETE EC 209277453.593EDGE OF CONCRETE E 209287454.922UG ELECT. LINE B E 209297454.488ELECTRIC BOX UGE 209307454.753UG ELECT. LINE 209317454.423LIGHT POLE UGE 209327453.825UG ELECT. LINE 209337453.862LIGHT POLE UGE 209347453.826UG ELECT. LINE 209357453.622UG ELECT. LINE UGE1 B E 20936 7454.489ELECTRIC BOX UGE1 E 209377453.753 LIGHT POLE UGE E C 209387454.794COMM BOX UGT B 209397453.993 UG TELEPHONE MARKER 209407453.737UG TELEPHONE MARKER E 209417457.057" MISC. TREE 209427457.453" MISC. TREE 209437456.546" MISC. TREE 209447457.615" MISC. TREE 209457457.609" MISC. TREE 209467457.626" MISC. TREE 209477459.266" MISC. TREE 209487459.770 " MISC. TREE 209497460.233" MISC. TREE 209507457.073BUILDING CORNER 20951 7456.966BUILDING CORNER E 209527456.929EDGE OF CONCRETE B 209537456.672EDGE OF CONCRETE 209547456.679EDGE OF CONCRETE 209557456.804EDGE OF CONCRETE E 20957 7457.073BUILDING CORNER B 209587457.073BUILDING CORNER 209597457.073 BUILDING CORNER 209607457.073BUILDING CORNER E 209617454.319UG ELECT. LINE B 209627454.252UG ELECT. LINE 209637453.980UG ELECT. LINE 209647453.554UG ELECT. LINE 209657453.244UG ELECT. LINE E 209677454.941UG TELEPHONE MARKER B 20968 7456.057UG TELEPHONE MARKER 209697454.726UG TELEPHONE MARKER 209707454.588UG TELEPHONE MARKER 209717454.146UG TELEPHONE MARKER 209727454.184UG TELEPHONE MARKER 209737454.794UG TELEPHONE MARKER E 20974 7456.845" MISC. TREE 209757456.621 " MISC. TREE 209767457.488" MISC. TREE 209777457.699" MISC. TREE 209787457.715 " MISC. TREE 209797457.819" MISC. TREE 209807457.546" MISC. TREE 209817457.073EDGE OF BRICK B 209827456.831EDGE OF BRICK E 209837456.732EDGE OF BRICK B H2.0 V0 209847456.808EDGE OF BRICK H2.0 V0 209857457.034EDGE OF BRICK H2.0 V0 209867457.151EDGE OF BRICK H2.0 V0 209877457.134EDGE OF BRICK H2.0 V0 209887457.158EDGE OF BRICK H2.0 V0 209897457.073EDGE OF BRICK H2.0 V0 209907457.103EDGE OF BRICK H2.0 V0 209917456.920EDGE OF BRICK H2.0 V0 209927456.775EDGE OF BRICK H2.0 V0 209937456.781EDGE OF BRICK E H2.0 V0 209947457.005EDGE OF BRICK B 209957457.088EDGE OF BRICK 209967457.015EDGE OF BRICK R FF ELEV. = 7457.07± 209987455.529 WATER VALVE E 209997456.029ELECTRIC BOX UGE B 210007454.029UG ELECT. LINE E 210077451.254GRADE BREAK B 210087451.239GRADE BREAK 210097451.211GRADE BREAK R 210107451.136AREA DRAIN STMM8 E 21011 7451.631GRADE BREAK B 210127451.700GRADE BREAK 210137451.641GRADE BREAK R 210147451.563AREA DRAIN 210157453.363UG ELECT. LINE B 210167453.433UG ELECT. LINE 210177453.384UG ELECT. LINE 210187453.041UG ELECT. LINE 210197453.521UG ELECT. LINE B 210207453.487UG ELECT. LINE 210217453.376UG ELECT. LINE 210227452.980UG ELECT. LINE 210237452.060UG ELECT. LINE 210247452.012UG ELECT. LINE 210257449.384UG ELECT. LINE210267449.390UG ELECT. LINE 210277449.059UG ELECT. LINE 210287449.086UG ELECT. LINE 210297448.873UG ELECT. LINE 210307449.279UG ELECT. LINE 210317449.272UG ELECT. LINE E 210327448.901UG ELECT. LINE 210337449.277UG ELECT. LINE 210347449.277UG ELECT. LINE E 210357450.919UG ELECT. LINE B 210367450.969UG TELEPHONE MARKER B 210377448.573UG TELEPHONE MARKER210387448.602UG ELECT. LINE 210397448.145UG TELEPHONE MARKER 210407447.998UG ELECT. LINE 210417447.733UG ELECT. LINE 210427448.050UG ELECT. LINE 210437447.805UG ELECT. LINE 210447447.758UG TELEPHONE MARKER 210457447.403UG TELEPHONE MARKER E 210467447.344UG ELECT. LINE E 210477459.364GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 210487459.599GUTTER E H.92 V-.1 H-.21 V.48 H-.58 V.5210497459.599EDGE OF ASPHALT B 210507459.364EDGE OF ASPHALT 210517459.262EDGE OF ASPHALT 210527459.233EDGE OF ASPHALT E 210537461.211UG ELECT. LINE B 210547460.580UG ELECT. LINE 210557460.942UG ELECT. LINE 210567460.651UG ELECT. LINE 210577461.182UG ELECT. LINE 210587460.839UG ELECT. LINE 210597460.997UG ELECT. LINE 210607460.994UG ELECT. LINE 210617460.989UG ELECT. LINE 210627460.972UG ELECT. LINE 210637461.262UG ELECT. LINE 210647461.262UG ELECT. LINE 210657461.149UG ELECT. LINE 210667461.171UG ELECT. LINE 210677461.419UG ELECT. LINE 210687461.294UG ELECT. LINE 21072 7461.574" MISC. TREE 210737459.195" MISC. TREE210747459.144" MISC. TREE 210757461.175" MISC. TREE 21076 7461.953" MISC. TREE 210867458.113EDGE OF ASPHALT POC210877457.945EDGE OF ASPHALT POC 210887457.700EDGE OF ASPHALT POC 210897457.454EDGE OF ASPHALT POC 21090 7457.251EDGE OF ASPHALT POC 210917457.033EDGE OF ASPHALT POC 210927456.776EDGE OF ASPHALT POC 210937456.600EDGE OF ASPHALT POC 210947456.495EDGE OF ASPHALT POC 210957456.382EDGE OF ASPHALT POC 210967456.297EDGE OF ASPHALT EC210977456.301EDGE OF ASPHALT 210987456.287EDGE OF ASPHALT 210997456.279EDGE OF ASPHALT 211007456.279GRADE BREAK B 211017456.279GRADE BREAK 211027456.379GRADE BREAK 211037456.379GRADE BREAK CLS 211047456.231EDGE OF ASPHALT E211057456.343GUTTER B 211067456.574GRADE BREAK B 211077456.681GRADE BREAK 211087456.366GUTTER 211097456.681GRADE BREAK E 211107456.681GRADE BREAK B 211117456.675GRADE BREAK 211127456.375GRADE BREAK E 211137456.373GUTTER 211147456.373GUTTER E 211167456.703EDGE OF ASPHALT SC 21117 7456.680EDGE OF ASPHALT POC 211187456.675EDGE OF ASPHALT POC 211197456.942 EDGE OF ASPHALT POC 211207457.257EDGE OF ASPHALT POC 211467458.436GUTTER 211617457.227 GUTTER POC H-.25 V.47 H-.58 V.5 POC H.42 V0 211627456.967GUTTER POC H-.25 V.47 H-.58 V.5 POC H.42 V0 211637456.753GUTTER POC H-.25 V.47 H-.58 V.5 POC H.42 V0 21164 7456.743GUTTER POC H-.25 V.47 H-.58 V.5 POC H.42 V0 211657456.740GUTTER EC H-.25 V.47 H-.58 V.5 POC H.42 V0 211777458.495EDGE OF CONCRETE POC H.5 V0211787458.281EDGE OF CONCRETE POC H.5 V0 21179 7458.097EDGE OF CONCRETE POC H.5 V0 211807457.849EDGE OF CONCRETE POC H.5 V0 211817457.668EDGE OF CONCRETE POC H.5 V0 211827457.426EDGE OF CONCRETE POC H.5 V0 211837457.214EDGE OF CONCRETE POC H.5 V0 211847457.005EDGE OF CONCRETE POC H.5 V0 211857456.868EDGE OF CONCRETE POC H.5 V0 211867456.780EDGE OF CONCRETE POC H.5 V0 211877456.716EDGE OF CONCRETE EC H.5 V0 211887456.699 EDGE OF CONCRETE E H.5 V0 211897456.708EDGE OF CONCRETE B 21190 7456.732EDGE OF CONCRETE E D 211917457.288STORM DRAIN MANHOLE STMM5 E 211927460.447BUILDING CORNER B 211937461.349BUILDING CORNER 211947468.013 BUILDING CORNER 211957467.966BUILDING CORNER 21196 7466.502BUILDING CORNER BLDC4 B 211977464.772BUILDING CORNER BLDC1 B 211997464.772BUILDING CORNER 212007464.772BUILDING CORNER R 212047464.164BUILDING CORNER B 212057464.164BUILDING CORNER BLDC3 212067456.681BUILDING CORNER R 212077464.783NATURAL GROUND NZ212097464.783BUILDING CORNER E 212107466.502BUILDING CORNER 212117466.502 BUILDING CORNER R 212127461.428BUILDING CORNER B 212137461.556BUILDING CORNER 212147461.556BUILDING CORNER R 21217 7456.231AREA DRAIN 212477461.050STONE WALL H1 V0 212487460.394STONE WALL H1 V0 212497459.526STONE WALL H1 V0 212507459.808STONE WALL H1 V0 212517458.398STONE WALL H1 V0 212527458.336STONE WALL E H1 V0 SD SD S D C B L C B L C B L C B L C B L C B L C B L C B L C B L S D UG E UGE U G E U G E U G E U G E U G E U G E W W W W W W W W W W W W W W W W W W W W W W W W W W UGE UGE UGE UGE UGE UGE UGE U G E U G E U G E U G E EXI S T I N G P A T I O EXI S T I N G P A T I O BOULDER WALL P5 P6 P6 P6 P4 P4 P1 P4 P4 P1 BOLLARD LIGHT (TYP.) REF LIGHTING PLAN P2 P6 P1 P5 P5 MATCH TO EXISTING PATH L3 . 3 P M 1 P5 P5 L3 . 8 1 P M L3 . 8 1 P M P2 P5 P5 P4 P4 P2 P2 P5 P5 9'- 2 1 4" 8'-2 " 1 6 ' 9'-8 1 8" Cu s t o m Bo u l d e r 1 125" Cu s t o m Bo u l d e r 2 3' - 1 5 8"4'-7 1 8" 7'- 61 8" 4'-9 3 8" 8 ' 5' 24" 44" 55" P7 P7 CUSTOM CLIMBING FEATURES BY IDS, REF L3.51 PM - L3.59 SI M L3.22 PM 2 L3 . 2 2 P M 2 L3 . 2 2 P M 4 L3 . 2 2 P M 4 L3 . 2 2 P M 2 1 8 ' - 0 " 2 4 ' - 0 " 1 8 ' - 0 " 9 ' - 0 " 1 0 ' - 0 " 9 ' - 0 " 10'-0 " 10'- 0 " 1919 19 ' - 1 " 2.0 % 5.0% 8.0% 2 . 0 % 2.5% 2.8 % 2.5 % 5. 0 % 5.0% 4.7% 5 . 0 % 2. 0 % 8 . 0 % 3.8 % 21207 7464.783 NATURAL GROUND NZ 5 5 ' - 1 0 " 9'-0 "5'-0 " 5'-0 " 1 2 3 38 37 36 35 34 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 32 33GAR A G E ENT R A N C E PRO P O S E D S H A R E D ROA D PLANTER WALLS 24" TALL TERRACED SEATING W E S T B E A V E R C R E E K B L V D . BOBS PLACE PATIO PAVER PATH TO MATCH THE PEDESTRIAN MALL LODGE AT AVON CENTER AVON TOWN HALL PROPOSED BUILDING AV O N P E D E S T R I A N M A L L PR O P E R T Y L I N E SE T B A C K L I N E SETB A C K L I N E SET B A C K L I N E PRO P E R T Y L I N E EAS E M E N T L I N E EAS E M E N T L I N E PROP E R T Y L I N E PAT I O PAT I O PAT I O PAT I O COMMERCIAL PATIO GARAGE BELOW GARAGE BELOW +FFE 57.07 +FFE 56.34 +(54) FFE 55.8+ 54.54+ + 54.55 +(56.60) +(61) DECORATIVE PANELS GUARDRAILS AROUND HOT TUB AREA FFE 57.5+ FFE 57.5+ +(61) +56.72 +57.5 +59 +57.5 +(56.62) +(61) +56.47 +(61) +(61) EAS E M E N T L I N E PRO P E R T Y L I N E UTIL I T Y E A S E M E N T L I N E EAS E M E N T L I N E EAS E M E N T L I N E SET B A C K L I N E PROP E R T Y L I N E +(61) FFE 57.5+ +56.47 57.5+ +FFE 55.8 +FFE 55.8 +FFE 55.8 +FFE 55.8 (53.96)++55.8 +55.8 + (53.5) 55.8+ +59.74 +(61) +57.5 +57.5 +57.5 57.5+ +60.9 SYNTHETIC TURF TW 59.5+ TW 59.5+ +TW 59.5 +TW 59.5 +TW 59.5 +TW 59.5 +TW 59.5 +TW 59.5 +TW 59.5 TW 59.5+ TW 59.5+ +TW 59.5 +TW 59.5 TW 59.5+ TW 59.5+ +TW 59.5 +TW 59.5 +TW 61 TW 61+ LE T T U C E S H E D L A N E DECORATIVE PANELS DECORATIVE PANELS ROOF OVERHANG ROOF OVERHANG PROPOSED LOT 3 ROOF OVERHANG GARAGE BELOW ROOF OVERHANG 57.5+ L O A D I N G Z O N E FDC ACCESS 39 PAT I O PLANTER WALLS 24" TALL + 54.20 54.70+ + 54.20 TRASH DUMPSTERS COMMERCIAL PATIO TRANSPLANT 5 EXISTING SHUBERT CHOKECHERRY +TW 59.5 ROOF OVERHANG ENTRANCE PLAZA +60.9 +60.9 +TW 59.5 12'x8' +TW 59.5 12'x8' 12'x8' B I K E L A N E B I K E L A N E GATES INTO HOT TUB AREA +60 +60 SPA LIFT CONDENSERS GENERATOR TRANSFORMERS 2 1 ' - 4 " UTIL I T Y E A S E M E N T L I N E 2 0 ' - 0 " 8 ' - 0 " 11'-1 1 " 6'-7 " 7 ' - 0 " 6'-2 " 5'-8 " 10 ' - 9 " 14'-0" 6'- 0 " 7'- 1 0 " 6'-0 " 6' - 1 " 10 ' - 2 " 32 ' - 6 " 24 ' - 0 " 9'-8" 25'-6 " 4'-1" 7 ' - 0 " 18'-6 " 1 2 ' - 3 " 18'-0 " 1 2 ' - 4 " 8'-9 " 8 ' - 3 " 5'-0 " 5 ' - 0 " 7'-0 " 24'- 5 " 7 ' - 4 " 10'-5" 6 ' - 1 0 " 5 ' - 2 " 1 1 ' - 5 " 1 1 ' - 6 " 6 ' - 7 " 1 0 ' - 0 " 8 ' - 0 " 8'-1 "8'-2 " Symbol Key Botanical Common Name QTY Size Spacing Notes Shrubs Eac Euonymus alatus "Compactus' Dwarf Burning Bush 4 Layout to be approved by R.L.A. prior to installation and planting5 gal.Varies Rw Rosa woodsii Woods' Rose 7 Varies Layout to be approved by R.L.A. prior to installation and planting5 gal. Aar Amelanchier alnifolia 'Regent' Regent Serviceberry 9 Varies Layout to be approved by R.L.A. prior to installation and planting5 gal. So Symphoricarpos oreophilus Mountain Snowberry 9 Layout to be approved by R.L.A. prior to installation and planting5 gal.Varies Jc Juniperus communis Common Juniper 1 Layout to be approved by R.L.A. prior to installation and planting5 gal.Varies Csaf Cornus sericea 'Arctic Fire' Arctic Fire Dogwood 9 Varies Layout to be approved by R.L.A. prior to installation and planting5 gal. Spn Salix purpurea nana Arctic Willow 15 Layout to be approved by R.L.A. prior to installation and planting5 gal.Varies Cakf Calamagrostis acutiflora 'Karl Forester' Feather Reed Grass Symbol Key Botanical Common Name QTY Size Spacing Notes Ornamental Grasses Layout to be approved by R.L.A. prior to installation and planting 30BgBouteloua gracilis Blue Grama Grass 1 gal.Layout to be approved by R.L.A. prior to installation and planting 5 gal. Varies Varies103 Fg Festuca glauca Blue Fescue Layout to be approved by R.L.A. prior to installation and planting1 gal.Varies21 Hs Helioctotrichon sempervirens Blue Avena Grass Layout to be approved by R.L.A. prior to installation and planting5 gal.Varies48 Rnw Rosa 'Nearly Wild' Nearly Wild Rose 15 Varies5 gal. Csb Cornus sericea "Baileyi' Bailey Redtwig Dogwood 4 5 gal.Varies Ral Ribes alpinum Alpine Currant 3 Varies5 gal. Pt Populus tremuloides Quaking Aspen 7 2.5" cal. as shown PLANTING PLAN SCHEDULE Symbol Key Botanical Common Name QTY Size Spacing Notes Trees single stem Ppbe Picea pungens 'Baby Blue Eyes" Baby Blue Eyes Spruce 3 8' ht. as shown Ag Acer ginnala 'Flame'Amur Maple 1 10' ht as shown Multi- stem B&B Clump Perennials Mixed Species (See Sun/Part Sun Perennial List) 3,364 SF Symbol Common Name Total Area Container Size 1 gal. Spacing 15" OC QTY 1,121 Groundcover Symbol Common Name Total Area Material / Product Depth / Rate Supplier Shady Perennials (See Shady Perennial List) 1 gal.15" OC801 SF 270 Native Seed 6,614 SF 50% Low grow Mix 50% Rocky Mtn. Wildflower Mix 1 lbs/ 1000 sf Arkansas Valley Seed Athw Acer tataricum 'Hot Wings' Hot Wings Tatarian Maple 4 2.5" cal. as shown single stem REMOVED EXISTING TREES- 17 TREES PRESERVED EXISTING TREES- 15 TREES PERENNIAL PLANT LIST: BOTANICAL NAME COMMON NAME Aster alpinus Alpine Aster Alcea rosea 'Single Mix'Single Mix Hollyhock Aquilegia coerulea Rocky Mountain Columbine Aquilegia 'White Star'White Star Columbine Campanula persicifolia Peach-Leaved Bellflower Delphinium grandiflorum 'Butterfly'Dwarf Blue Larkspur Geranium 'Johnson's Blue'JOHNSON'S BLUE GERANIUM Heliopsis helanthoides 'Tuscan Sun'TUSCAN SUNFLOWER Hemerocallis 'Autumn Red'RED DAYLILY Leucanthemum x superbum SHASTA DAISY Liatris spicata 'Kobold'GAYFEATHER Lupinus pernnia SUNDIAL LUPINE Monarda didyma 'Pardon My Cerise'RED BEE BALM Penstemon eatonii FIRECRACKER PENSTEMON Penstemon strictus ROCKY MOUNTAIN PENSTEMON Salvia nemorosa 'Blue Marvel'BLUE MARVEL SALVIA SHADY PERENNIAL PLANT LIST: BOTANICAL NAME COMMON NAME Astilbe x arendsii ASTILBE 'FANAL' Bergenia cordifolia HEARTLEAF SAXIFRAGE Heuchera hybrid PRIMO 'PEACHBERRY ICE' CORAL BELLS Heuchera hybrid DOLCE 'SILVER GUMDROP' CORAL BELLS 7 Heuchera pulchella SANDIA MTN.CORAL BELLS Hosta hybrid 'AUGUST MOON' HOSTA Hosta hybrid 'AUTUMN FROST' HOSTA Hosta hybrid 'BLUE ANGEL HOSTA Hosta hybrid 'EMPRESS WU' HOSTA Hosta hybrid 'WHEEE!' HOSTA Ligularia hybrid 'BOTTLE ROCKET' LIGULARIA Matteuccia pennsylvanica OSTRICH FERN Ophiopogan planiscapus BLACK MONDOGRASS Tiarella 'Cutting Edge''CUTTING EDGE' FOAMFLOWER DECORATIVE PARASOLEIL PERFORATED SCREENS (3'X4') = 441 LF CONCRETE UNIT PAVERS, PAVESTONE PLAZA STONE SERIES, 3"x6"x60mm, 4"x6"x60mm, 6"x6"x60mm, 6"x9"x60mm, and 9"x11"x60mm, IN COLORS 50% SIERRA BLEND AND 50% 3 TONE BROWN, PLAZA I, II, AND GIANT RANDOM PATTERN. PROVIDE PAVESTONE POLYSAND POLYMERIC JOINT SAND IN COLOR TAN. - 16,735 SF STANDARD "GRAY" CONCRETE SLAB ON GRADE - 1,870 SF ASPHALT PAVING- 13,003 SF STAMPED CONCRETE HOT TUB DECK-BUTTERFIELD COLOR- GILPIN'S FALL BRIDGE PLANT- WALNUT COLOR - 1,056 SF APPROXIMATE LINE OF DISTURBANCE CROSSWALK MATERIAL HATCHES SYNTHETIC TURF - 872 SF RIVER ROCK - 422 SF SCALE: 1"=20' 0 10' 20' 40' THE SUMMIT - SNOW MELT DIAGRAM © 2025 Zehren and Associates, Inc. ZEHREN AND ASSOCIATES, INC. ARCHITECTURE PLANNING INTERIORS LANDSCAPE ARCHITECTURE PO Box 1976, Avon Colorado P. (970) 949-0257 www.zehren.com THE SUMMIT APARTMENTS - TOWN COUNCIL PACKAGE 01.13.26 15 THE SUMMIT - SNOW REMOVAL AND STORAGE DIAGRAM UG E SS SS SS SS SS SS SS SS SD S D S D S D S D S D S D S D SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D S D S D SD W UGE UGE W W W W W W W W W W W W W CB L CB L CBL CBL CBL SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD UG E CB L C B L C B L C B L CBL CBL CBL CBL CBL UGE UGE UGE U G E U G E UG E U G E 200057467.416OVERHANG B 200067460.447BUILDING CORNER B 200077459.174BUILDING CORNER E 200087467.293OVERHANG 200097459.952BUILDING CORNER B 200107457.007BUILDING CORNER 200117457.007BUILDING CORNER E 200127457.007OVERHANG 200137457.007OVERHANG 200147467.315OVERHANG 200157467.228OVERHANG 200167467.346OVERHANG 200177467.270OVERHANG E 200187456.731BUILDING CORNER B 200197455.951BUILDING CORNER B 200207456.725BUILDING CORNER B 200217456.731BUILDING CORNER 200227456.731BUILDING CORNER R 200237455.951BUILDING CORNER 200247455.951BUILDING CORNER R 200257456.725BUILDING CORNER 200267456.725BUILDING CORNER R 200277455.854GRADE BREAK B 200287456.684GRADE BREAK 200297456.333GRADE BREAK CLS 200307455.412GRADE BREAK B 200317456.019GRADE BREAK 200327455.782GRADE BREAK CLS 200337456.759EDGE OF CONCRETE B SC 200347456.716EDGE OF CONCRETE POC 200357456.655EDGE OF CONCRETE POC 200367456.592EDGE OF CONCRETE POC 200377456.526EDGE OF CONCRETE EC 200387456.374EDGE OF CONCRETE SC 200397456.091EDGE OF CONCRETE POC 200407455.822EDGE OF CONCRETE POC 200417455.595EDGE OF CONCRETE POC 200427455.491EDGE OF CONCRETE EC 200437454.912EDGE OF CONCRETE E 200447454.470EDGE OF CONCRETE B 200457454.864EDGE OF CONCRETE 200467455.914EDGE OF CONCRETE200477455.888EDGE OF CONCRETE 200487455.930EDGE OF CONCRETE SC 200497455.963EDGE OF CONCRETE POC 200507456.021EDGE OF CONCRETE POC 200517456.070EDGE OF CONCRETE EC 200527456.464EDGE OF CONCRETE 200537460.100EDGE OF CONCRETE 200547460.309EDGE OF CONCRETE 200557460.593EDGE OF CONCRETE SC 200567460.680EDGE OF CONCRETE POC 200577460.743EDGE OF CONCRETE POC 200587460.992EDGE OF CONCRETE POC 200597460.970EDGE OF CONCRETE POC 200607460.990EDGE OF CONCRETE POC 200617461.010EDGE OF CONCRETE EC 200627461.059EDGE OF CONCRETE SC 200637461.105EDGE OF CONCRETE POC 200647461.115EDGE OF CONCRETE POC 200657461.078EDGE OF CONCRETE EC 200667460.993EDGE OF CONCRETE E 200677461.072EDGE OF CONCRETE B H.38 V0 200687460.917EDGE OF CONCRETE H.38 V0 200697460.590EDGE OF CONCRETE H.42 V0 200707459.151EDGE OF CONCRETE H.42 V0 200717456.953EDGE OF CONCRETE H.42 V0 200727456.443EDGE OF CONCRETE SC H.42 V0 200737456.397EDGE OF CONCRETE POC H.42 V0 200747456.251EDGE OF CONCRETE POC H.42 V0 200757456.060EDGE OF CONCRETE POC H.42 V0200767455.875EDGE OF CONCRETE POC H.42 V0 200777455.643EDGE OF CONCRETE POC H.42 V0 200787455.537EDGE OF CONCRETE POC H.42 V0 200797455.393EDGE OF CONCRETE POC H.42 V0 200807455.412EDGE OF CONCRETE EC H.42 V0 200817455.807EDGE OF CONCRETE H.42 V0 200827455.092EDGE OF CONCRETE H.42 V0 200837454.942EDGE OF CONCRETE H.42 V0 200847453.663EDGE OF CONCRETE H.42 V0 200857452.843EDGE OF CONCRETE B 200867453.447EDGE OF CONCRETE 200877453.586EDGE OF CONCRETE 200887453.455EDGE OF CONCRETE 200897453.488EDGE OF CONCRETE E 200907453.335TOP OF BANK B 200917453.143TOP OF BANK 200927453.043TOP OF BANK 200937452.637TOP OF BANK 200947452.653TOP OF BANK 200957452.814TOP OF BANK 200967453.081TOP OF BANK 200977453.281TOP OF BANK 200987453.083TOP OF BANK 200997452.820TOP OF BANK 201007452.988TOP OF BANK 201017452.972TOP OF BANK E 201027452.338TOE OF BANK B 201037451.042TOE OF BANK 201047450.134TOE OF BANK 201057449.296TOE OF BANK 201067448.746TOE OF BANK 201077447.942TOE OF BANK 201087447.529TOE OF BANK 201097447.083TOE OF BANK 201107446.013TOE OF BANK 201117445.703TOE OF BANK 201127445.789TOE OF BANK 201137445.683TOE OF BANK 201147446.008TOE OF BANK 201157445.815TOE OF BANK 201167445.965TOE OF BANK 201177446.390TOE OF BANK E 201187447.437EDGE OF ASPHALT B 201197447.227EDGE OF ASPHALT 201207448.569EDGE OF ASPHALT 201217448.527LIGHT POLE 201227449.360EDGE OF ASPHALT 201237451.235EDGE OF ASPHALT 201247451.893EDGE OF ASPHALT E 201257452.069SPOT GRADE PAV 201267451.985EDGE OF ASPHALT B 201277453.241EDGE OF ASPHALT 201287454.397EDGE OF ASPHALT 201297454.498LIGHT POLE 201307455.907EDGE OF ASPHALT 201317457.571EDGE OF ASPHALT 201327458.945EDGE OF ASPHALT E 201337457.730EDGE OF GRAVEL B EOG1 B 201347457.549EDGE OF GRAVEL 201357457.700EDGE OF GRAVEL 201367458.078EDGE OF GRAVEL SC 201377458.325EDGE OF GRAVEL POC 201387458.543EDGE OF GRAVEL POC 201397458.628EDGE OF GRAVEL POC 201407458.509EDGE OF GRAVEL EC 201417457.392EDGE OF GRAVEL E 201427458.347EDGE OF GRAVEL 201437458.874EDGE OF GRAVEL SC 201447459.238EDGE OF GRAVEL POC 201457459.348EDGE OF GRAVEL POC 201467459.346EDGE OF GRAVEL POC 201477459.140EDGE OF GRAVEL EC 201487457.806EDGE OF GRAVEL E 201497456.859GRADE BREAK B 201507456.799GRADE BREAK 201517456.740GRADE BREAK 201527456.792GRADE BREAK CLS 201537459.028EDGE OF CONCRETE B H.92 V-.1 H-.21 V.48 H-.58 V.5 201547459.326EDGE OF CONCRETE 201557459.471EDGE OF CONCRETE POC 201567459.613EDGE OF CONCRETE 201577459.737EDGE OF CONCRETE E H.92 V-.1 H-.21 V.48 H-.58 V.5 201587459.682EDGE OF CONCRETE B 201597460.623EDGE OF CONCRETE 201607460.705EDGE OF CONCRETE 201617460.252EDGE OF CONCRETE 201627460.218EDGE OF CONCRETE 201637460.611EDGE OF CONCRETE 201647460.500EDGE OF CONCRETE 201657459.868EDGE OF CONCRETE E 201667459.749GUTTER B 201677460.501GUTTER SC 201687460.572GUTTER POC 201697460.635GUTTER EC 201707460.975GUTTER E 201717460.306GUTTER SC B G1 B SC 201727460.357GUTTER POC 201737460.427GUTTER POC 201747460.558GUTTER POC 201757460.639GUTTER POC201767460.713GUTTER POC 201777460.726GUTTER EC 201787461.030GUTTER E 201797460.231GUTTER POC 201807460.132GUTTER EC 201817460.070GUTTER E 201827460.124GRADE BREAK B 201837460.139GRADE BREAK 201847460.171GRADE BREAK 201857460.187GRADE BREAK CLS 201867460.097GUTTER B SC 201877460.159GUTTER POC 201887460.198GUTTER POC 201897460.219GUTTER EC E G SC B 201907460.260GUTTER POC 201917460.316GUTTER POC201927460.408GUTTER POC 201937460.463GUTTER POC 201947460.508GUTTER POC 201957460.515GUTTER EC 201967460.856GUTTER E 201977460.916GUTTER B 201987460.433GUTTER SC 201997460.395GUTTER POC202007460.375GUTTER EC 202017459.879GUTTER E 202027460.407GRADE BREAK B NZ 202037460.505GRADE BREAK NZ 202047460.529GRADE BREAK NZ 202057460.435GRADE BREAK CLS NZ 202067460.598GRADE BREAK B NZ 202077460.718GRADE BREAK NZ 202087460.745GRADE BREAK NZ 202097460.705GRADE BREAK CLS NZ 202107460.229EDGE OF CONCRETE B H.42 V0 202117461.017EDGE OF CONCRETE SC H.42 V0 202127461.021EDGE OF CONCRETE POC H.42 V0 202137461.032EDGE OF CONCRETE EC H.42 V0 202147460.955EDGE OF CONCRETE SC H.42 V0 GB B 202157461.043EDGE OF CONCRETE POC 202167461.065EDGE OF CONCRETE POC 202177461.179EDGE OF CONCRETE POC 202187461.311EDGE OF CONCRETE EC E 202197461.230EDGE OF CONCRETE B SC 202207461.221EDGE OF CONCRETE POC 202217461.232WATER VALVE 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V0 203017460.354EDGE OF CONCRETE E H.42 V0 203027460.797EDGE OF CONCRETE B 203037461.135EDGE OF CONCRETE SC 203047461.037EDGE OF CONCRETE POC 203057460.936EDGE OF CONCRETE EC 203067460.733EDGE OF CONCRETE B 203077460.758EDGE OF CONCRETE 203087460.707EDGE OF CONCRETE 203097460.700EDGE OF CONCRETE EOC E 203107460.681EDGE OF CONCRETE E EOC B H.42 V0 203117460.865EDGE OF CONCRETE SC H.42 V0 203127460.796EDGE OF CONCRETE POC H.42 V0 203137460.792EDGE OF CONCRETE POC H.42 V0 203147460.695EDGE OF CONCRETE EC H.42 V0 203157460.559EDGE OF CONCRETE H.42 V0 203167459.961EDGE OF CONCRETE GB 1 B 203177460.185GRADE BREAK 1 E 203187459.953EDGE OF CONCRETE GB 1 B 203197460.159GRADE BREAK 1 E 203207460.663EDGE OF CONCRETE SC H.42 V0 203217460.698EDGE OF CONCRETE POC H.42 V0 203227460.824EDGE OF CONCRETE POC H.42 V0203237460.858EDGE OF CONCRETE POC H.42 V0 203247460.937EDGE OF CONCRETE POC H.42 V0203257460.947EDGE OF CONCRETE POC H.42 V0 203267460.963EDGE OF CONCRETE EC H.42 V0 203277460.874EDGE OF 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203827444.628EDGE OF CONCRETE 203837449.685AREA DRAIN STMM5 203847456.693AREA DRAIN STMM5 D 203857460.363STORM DRAIN MANHOLE STMM5 E 7457.91 NOMATCH STIV 203877460.269AREA DRAIN203887460.277GRADE BREAK B 203897460.283GRADE BREAK 203907460.300GRADE BREAK 203917460.286GRADE BREAK CLS D 203927460.541STORM DRAIN MANHOLE STMM4 B STMM5 B 203937459.387AREA DRAIN 203947459.417GRADE BREAK B 203957459.389GRADE BREAK 203967459.390GRADE BREAK 203977459.447GRADE BREAK CLS7456.69 NOMATCH STIV 203997460.023AREA DRAIN STMM4 E 204007460.083AREA DRAIN STMM7 B 204067461.553LIGHT POLE 204077461.262LIGHT POLE 204087461.306LIGHT POLE D 204097460.525STORM DRAIN MANHOLE STMM5 STMM7 E 204107461.056LIGHT POLE 204117460.903WATER VALVE 204127465.266FIRE HYDRANT 204137461.211LIGHT POLE 204147459.852GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 204157459.233GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 204167459.252GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 204177459.262GUTTER E H.92 V-.1 H-.21 V.48 H-.58 V.5 204187459.599GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 204197459.436GUTTER SC H.92 V-.1 H-.21 V.48 H-.58 V.5 204207459.426GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204217459.417GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5204227459.418GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204237459.385GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204247459.623GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204257459.786GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204267459.863GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204277459.943GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204287460.092GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204297460.311GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204307460.385GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204317460.460GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204327460.522GUTTER EC H.92 V-.1 H-.21 V.48 H-.58 V.5 204337460.874GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 204347461.015GUTTER E H.92 V-.1 H-.21 V.48 H-.58 V.5 204357460.969" MISC. TREE 204367461.143" MISC. TREE 204377457.231GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 204387457.149GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 204397456.725GUTTER SC H.92 V-.1 H-.21 V.48 H-.58 V.5 204407456.750GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204417456.686GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5204427456.670GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204437456.725GUTTER EC H.92 V-.1 H-.21 V.48 H-.58 V.5 204447457.800GUTTER SC H.92 V-.1 H-.21 V.48 H-.58 V.5 204457457.896GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204467457.881GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204477457.825GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204487457.804GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204497457.758GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204507457.681GUTTER EC H.92 V-.1 H-.21 V.48 H-.58 V.5 204517457.360GUTTER CLS H.92 V-.1 H-.21 V.48 H-.58 V.5 204527457.564LIGHT POLE 204537453.227GUTTER B 204547453.418EDGE OF CONCRETE B 204557453.249EDGE OF CONCRETE B 204567452.533EDGE OF CONCRETE 204577452.298GUTTER 204587452.558EDGE OF CONCRETE 204597451.892EDGE OF CONCRETE E 204607451.768GUTTER E 204617452.022EDGE OF CONCRETE E 204627453.218EDGE OF CONCRETE SC B 204637453.392EDGE OF CONCRETE POC 204647453.114EDGE OF CONCRETE POC 204657453.089EDGE OF CONCRETE POC 204667453.096EDGE OF CONCRETE POC 204677453.112EDGE OF CONCRETE EC 204687452.959EDGE OF CONCRETE SC204697452.885EDGE OF CONCRETE POC 204707452.827EDGE OF CONCRETE POC 204717452.844EDGE OF CONCRETE POC 204727452.987EDGE OF CONCRETE EC CLSE204737453.092ELECTRIC BOX /KEY PAD GARAGE 204747453.220EDGE OF CONCRETE B 204757454.470EDGE OF CONCRETE E 204767453.219GUTTER B 204777454.470GUTTER E 204787456.759EDGE OF CONCRETE B 204797456.926EDGE OF CONCRETE 204807456.892EDGE OF CONCRETE204817456.892EDGE OF CONCRETE204827456.892EDGE OF CONCRETE 204837456.689EDGE OF CONCRETE 204847456.689EDGE OF CONCRETE 204857456.638EDGE OF CONCRETE204867456.638EDGE OF CONCRETE 204877456.670EDGE OF CONCRETE 204887456.672EDGE OF CONCRETE 204897456.671EDGE OF CONCRETE 204907456.699EDGE OF 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OF ASPHALT 205257452.686EDGE OF ASPHALT 205267453.186EDGE OF ASPHALT 205277453.816EDGE OF ASPHALT 205287454.440EDGE OF ASPHALT 205297454.718EDGE OF ASPHALT 205307454.899EDGE OF ASPHALT 205317455.142EDGE OF ASPHALT 205327455.309EDGE OF ASPHALT 205337455.483EDGE OF ASPHALT E 205347455.389EDGE OF ASPHALT B 205357455.281EDGE OF ASPHALT 205367455.204EDGE OF ASPHALT 205377455.031EDGE OF ASPHALT 205387454.532EDGE OF ASPHALT 205397453.055EDGE OF ASPHALT 205407452.690EDGE OF ASPHALT 205417452.474EDGE OF ASPHALT 205427452.248EDGE OF ASPHALT 205437451.822EDGE OF ASPHALT 205447451.283EDGE OF ASPHALT 205457450.910EDGE OF ASPHALT E 205467450.898GUTTER B H-.92 V-.1 H.21 V.48 H.58 V.5 205477450.787GUTTER H-.92 V-.1 H.21 V.48 H.58 V.5 205487450.787GUTTER E H-.92 V-.1 H.21 V.48 H.58 V.5 205497450.542GUTTER B H-.92 V-.1 H.21 V.48 H.58 V.5 205507450.731GUTTER H-.92 V-.1 H.21 V.48 H.58 V.5 205517450.744GUTTER H-.92 V-.1 H.21 V.48 H.58 V.5 205527449.832GUTTER H-.92 V-.1 H.21 V.48 H.58 V.5 205537450.178GUTTER E H-.92 V-.1 H.21 V.48 H.58 V.5 205547447.909LIGHT POLE 205557451.905LIGHT POLE 205567455.483NATURAL GROUND NZ 0.75 205577453.235GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 205587453.181GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205597452.254GUTTER 205617452.343GUTTER POC 205627452.064GUTTER 205637452.177GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205647451.550GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205657446.974GUTTER E H.92 V-.1 H-.21 V.48 H-.58 V.5 205667450.990LIGHT POLE 205677456.425OVERHANG B 205687456.459OVERHANG E 205697446.280GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 205707446.308GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205717446.719GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205727449.814GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205737450.178GUTTER E H.92 V-.1 H-.21 V.48 H-.58 V.5 205747445.899EDGE OF CONCRETE B FF ELEV. = 7445.52± 205767445.413EDGE OF CONCRETE B 205777445.578EDGE OF CONCRETE EOC2 B 205787445.505EDGE OF CONCRETE 205797445.564EDGE OF CONCRETE 205807445.591EDGE OF CONCRETE 205817448.452EDGE OF CONCRETE 205827448.174EDGE OF CONCRETE 205837445.879EDGE OF CONCRETE EOC E 205847445.579EDGE OF CONCRETE E EOC1 205857445.624EDGE OF CONCRETE 205867445.593EDGE OF CONCRETE205877445.593EDGE OF CONCRETE 205887445.595EDGE OF CONCRETE FF ELEV. = 7445.55± 205907445.537EDGE OF CONCRETE CLS 205927445.391GRADE BREAK B 205937445.443GRADE BREAK 205947445.513GRADE BREAK 205957445.539GRADE BREAK CLS 205967445.499EDGE OF CONCRETE B 205977445.613EDGE OF CONCRETE E 205987456.670EDGE OF CONCRETE E 205997455.335NATURAL GROUND NZ 206007455.336NATURAL GROUND NZ 206017455.335BUILDING CORNER 206027455.336BUILDING CORNER206037455.336BUILDING CORNER 206047455.321BUILDING CORNER 206057455.321BUILDING CORNER 206067455.321BUILDING CORNER 206077455.321BUILDING CORNER 206087455.738BUILDING CORNER E /CONTINUES UNDERGROUND 206097453.607SIGN 206107453.877SIGN 206117454.025SIGN 206127453.920SIGN 206137454.283SIGN 206147454.747SIGN 206157456.472" MISC. TREE 206167453.033" MISC. TREE 206177453.750" MISC. TREE 206187453.395" MISC. TREE 206197450.027" MISC. TREE 206207449.354" MISC. TREE 206217449.780" MISC. TREE 206227452.823" MISC. TREE 206237451.346" MISC. TREE 206247452.785" MISC. TREE 206257453.986LIGHT POLE 206267454.121LIGHT POLE 206277453.574LIGHT POLE 206287453.633LIGHT POLE 206297454.271LIGHT POLE 206307453.566LIGHT POLE 206317454.289" MISC. TREE 206327454.439" MISC. TREE 206337454.295" MISC. TREE 206347454.187" MISC. TREE 206367453.497EDGE OF CONCRETE CIR 206377453.497EDGE OF CONCRETE 206387453.509EDGE OF CONCRETE 206397453.600EDGE OF CONCRETE B 206407453.627EDGE OF CONCRETE 206417453.596EDGE OF CONCRETE R 206427466.125BUILDING CORNER206437466.125BUILDING CORNER 206447443.531AREA DRAIN TRENCH B 206457443.643AREA DRAIN TRENCH E 206467456.873CONC. WALL B H.67 V0 206477456.860CONC. WALL H.67 V0 206487456.799CONC. WALL H.67 V0 206497456.547CONC. WALL H.67 V0 206517457.077WOOD FENCE B 206527456.871EDGE OF BRICK B 206537456.872EDGE OF BRICK 206547456.795EDGE OF BRICK 206557456.782EDGE OF BRICK 206567456.865EDGE OF BRICK 206577456.883EDGE OF BRICK 206587456.673EDGE OF BRICK 206597456.868WOOD FENCE 206607457.098WOOD FENCE 206617457.006EDGE OF BRICK 206627457.134EDGE OF BRICK206637457.132WOOD FENCE 206647456.959WOOD FENCE 206657456.851EDGE OF BRICK 206667457.077EDGE OF BRICK 206677457.074WOOD FENCE 206687457.278EDGE OF BRICK EOB1 B206697457.206WOOD FENCE 206707457.095WOOD FENCE 206717457.175EDGE OF BRICK 206727456.947EDGE OF BRICK CLS206737456.947WOOD FENCE E 206747458.333" MISC. TREE 206757458.331" MISC. TREE 206767458.274" MISC. TREE 206777458.112" MISC. TREE 206787457.224" MISC. TREE 206797456.733UG ELECT. LINE B 206807456.693UG ELECT. LINE206817456.713UG ELECT. LINE 206827456.653UG ELECT. LINE 206837452.747UG ELECT. LINE 206847452.109UG ELECT. LINE E 206857455.373EDGE OF CONCRETE B 206867455.389EDGE OF CONCRETE 206877455.397EDGE OF CONCRETE 206887455.199EDGE OF CONCRETE SC 206897455.123EDGE OF CONCRETE POC 206907454.887EDGE OF CONCRETE POC 206917454.502EDGE OF CONCRETE POC 206927454.184EDGE OF CONCRETE POC 206937453.926NATURAL GROUND 206947453.931EDGE OF CONCRETE B SC 206957453.926EDGE OF CONCRETE EC E 206967454.175EDGE OF CONCRETE POC 206977454.388EDGE OF CONCRETE POC 206987454.538EDGE OF CONCRETE POC 206997454.849EDGE OF CONCRETE POC 207007455.117NATURAL GROUND 207017455.117EDGE OF CONCRETE POC 207027455.117EDGE OF CONCRETE POC 207037455.832EDGE OF CONCRETE EC 207047455.991EDGE OF CONCRETE 207057456.334EDGE OF CONCRETE SC 207067456.689EDGE OF CONCRETE POC 207077456.861EDGE OF CONCRETE POC 207087456.951EDGE OF CONCRETE EC 207097457.037EDGE OF CONCRETE 207107457.014EDGE OF CONCRETE 207117456.965EDGE OF CONCRETE SC 207127456.890EDGE OF CONCRETE POC 207137456.812EDGE OF BRICK 207147456.796EDGE OF BRICK 207157457.175EDGE OF BRICK E 207167457.083EDGE OF CONCRETE POC 207177456.577EDGE OF CONCRETE POC 207187456.344EDGE OF CONCRETE POC 207197455.969EDGE OF CONCRETE POC 207207455.702EDGE OF CONCRETE POC 207217454.856NATURAL GROUND 207227455.417EDGE OF CONCRETE POC 207237455.117NATURAL GROUND 207247455.283NATURAL GROUND 207257455.383EDGE OF CONCRETE POC 207267455.373EDGE OF CONCRETE EC E 207277455.146" MISC. TREE 207287455.227" MISC. TREE 207297454.989" MISC. TREE 207307454.742" MISC. TREE 207317454.524" MISC. TREE 207327453.479EDGE OF ASPHALT SC B 207337453.731EDGE OF ASPHALT POC207347453.829EDGE OF ASPHALT POC 207357453.856EDGE OF ASPHALT POC 207367453.873EDGE OF ASPHALT EC 207377454.105EDGE OF ASPHALT 207387454.227EDGE OF ASPHALT SC 207397454.223EDGE OF ASPHALT POC 207407454.159EDGE OF ASPHALT POC 207417454.095EDGE OF ASPHALT EC 207427453.865EDGE OF ASPHALT SC 207437453.764EDGE OF ASPHALT POC 207447453.542EDGE OF ASPHALT POC 207457453.549EDGE OF ASPHALT EC 207467453.574EDGE OF ASPHALT 207477453.589EDGE OF ASPHALT 207487453.580EDGE OF ASPHALT 207497453.567EDGE OF ASPHALT 207507453.631EDGE OF ASPHALT207517453.646EDGE OF ASPHALT207527453.618EDGE OF ASPHALT 207537453.602EDGE OF ASPHALT 207547453.561EDGE OF ASPHALT 207557453.552EDGE OF ASPHALT 207567453.634EDGE OF ASPHALT 207577453.804EDGE OF ASPHALT SC 207587453.912EDGE OF ASPHALT POC 207597454.040EDGE OF ASPHALT POC 207607454.093EDGE OF ASPHALT POC 207617454.102EDGE OF ASPHALT EC 207627454.145EDGE OF ASPHALT 207637454.089EDGE OF ASPHALT 207647454.120EDGE OF ASPHALT 207657454.080EDGE OF ASPHALT 207667453.932EDGE OF ASPHALT 207677453.792EDGE OF ASPHALT 207687453.541EDGE OF ASPHALT 207697453.227EDGE OF ASPHALT 207707452.997EDGE OF ASPHALT 207717452.887EDGE OF ASPHALT SC 207727452.849EDGE OF ASPHALT POC 207737452.833EDGE OF ASPHALT POC 207747452.817EDGE OF ASPHALT EC 207757452.843EDGE OF ASPHALT 207817452.708EDGE OF ASPHALT POC 207827452.675EDGE OF ASPHALT POC 207837452.621EDGE OF ASPHALT EC E 207847452.965WATER VALVE 207857454.268FIRE HYDRANT 207887452.901UG ELECT. LINE 207897452.980UG ELECT. LINE 207907453.076UG WATER LINE UGW1 B 207917452.454UG WATER LINE E 207927453.492UG ELECT. LINE 207937453.590UG ELECT. LINE 207947453.851UG ELECT. LINE 207957454.023UG WATER LINE 207967453.946UG ELECT. LINE 207977454.082UG ELECT. LINE 207987454.127UG ELECT. LINE 207997454.086UG ELECT. LINE 208007454.271UG ELECT. LINE 208017454.052UG ELECT. LINE 208027454.144UG ELECT. LINE 208037454.110UG ELECT. LINE 208047454.038UG ELECT. LINE 208057453.958UG ELECT. LINE 208067453.859UG ELECT. LINE 208077453.599UG ELECT. LINE 208087453.543UG ELECT. LINE 208097453.521UG ELECT. LINE 208107453.559UG WATER LINE 208117453.502UG ELECT. LINE 208127453.387UG ELECT. LINE 208137453.343UG ELECT. LINE 208147453.764UG ELECT. LINE 208157453.905UG ELECT. LINE 208167453.957UG ELECT. LINE 208177454.132UG ELECT. LINE 208187454.123UG ELECT. LINE 208197454.182UG ELECT. LINE 208207453.970UG ELECT. LINE 208217453.953UG ELECT. LINE 208227453.795UG ELECT. LINE 208237453.795UG ELECT. LINE 208247453.479UG ELECT. LINE 208257453.561UG ELECT. LINE 208267453.502UG ELECT. LINE 208277453.504UG ELECT. LINE 208287453.266UG ELECT. LINE E 208297453.039EDGE OF ASPHALT B 208307453.185EDGE OF ASPHALT 208317453.350EDGE OF ASPHALT 208327453.380EDGE OF ASPHALT 208337453.465EDGE OF ASPHALT 208347453.589EDGE OF ASPHALT 208357453.689EDGE OF ASPHALT 208367454.333UG WATER LINE E 208377453.758EDGE OF ASPHALT SC 208387453.832EDGE OF ASPHALT POC 208397453.871EDGE OF ASPHALT POC 208407453.841EDGE OF ASPHALT POC 208417453.870EDGE OF ASPHALT POC 208427453.813EDGE OF ASPHALT EC 208437453.597EDGE OF ASPHALT SC 208447453.545EDGE OF ASPHALT POC 208457453.372EDGE OF ASPHALT POC 208467453.305EDGE OF ASPHALT POC 208477453.266EDGE OF ASPHALT EC 208487453.287EDGE OF ASPHALT 208497453.481EDGE OF ASPHALT SC 208507453.760EDGE OF ASPHALT POC 208517453.849EDGE OF ASPHALT POC 208527453.835EDGE OF ASPHALT EC 208537453.818EDGE OF ASPHALT 208547453.649EDGE OF ASPHALT 208557453.430EDGE OF ASPHALT SC 208567453.223EDGE OF ASPHALT POC 208577452.973EDGE OF ASPHALT POC 208587452.831EDGE OF ASPHALT EC E 208597453.615UG TELEPHONE MARKER B 208607453.825UG TELEPHONE MARKER 208617453.825UG TELEPHONE MARKER 208627453.972UG TELEPHONE MARKER 208637453.701UG TELEPHONE MARKER 208647453.546UG TELEPHONE MARKER 208657453.569UG TELEPHONE MARKER 208667453.758UG TELEPHONE MARKER E 208677454.103WATER VALVE 208687453.926EDGE OF CONCRETE SC B 208697454.055WATER VALVE 208707453.617WATER VALVE 208717454.026WATER VALVE 208727454.026WATER VALVE D 208747453.599STORM DRAIN MANHOLE STMM1 STMM8 B S 208757453.397SAN. SEWER MANHOLE SAMM B 208767453.816EDGE OF CONCRETE POC208777453.791EDGE OF CONCRETE EC 208787453.720EDGE OF CONCRETE 208797453.479EDGE OF CONCRETE SC 208807453.407EDGE OF CONCRETE POC 208817453.301EDGE OF CONCRETE POC 208827453.222EDGE OF CONCRETE POC 208837453.112EDGE OF CONCRETE POC 208847453.039EDGE OF CONCRETE POC 208857452.983EDGE OF CONCRETE EC E 208867453.931EDGE OF CONCRETE B SC 208877453.902EDGE OF CONCRETE POC 208887453.894EDGE OF CONCRETE POC 208897453.910EDGE OF CONCRETE POC 208907453.875EDGE OF CONCRETE EC 208917454.029EDGE OF CONCRETE 208927454.291EDGE OF CONCRETE 208937454.002EDGE OF CONCRETE 208947453.944EDGE OF CONCRETE 208957454.400EDGE OF CONCRETE EOC1 B 208967453.944EDGE OF CONCRETE 208977454.549EDGE OF CONCRETE R 208987454.521EDGE OF CONCRETE SC 208997454.689EDGE OF CONCRETE POC 209007454.829EDGE OF CONCRETE POC 209017454.955EDGE OF CONCRETE POC 209027455.163EDGE OF CONCRETE POC 209037455.354EDGE OF CONCRETE POC 209047455.051EDGE OF CONCRETE B 209057454.865EDGE OF CONCRETE SC 209067454.848EDGE OF CONCRETE POC 209077454.864EDGE OF CONCRETE POC 209087454.963EDGE OF CONCRETE EC 209097455.018EDGE OF CONCRETE SC 209107455.210EDGE OF CONCRETE POC 209117455.391EDGE OF CONCRETE POC 209127455.643EDGE OF CONCRETE POC 209137456.044EDGE OF CONCRETE EC E 209147455.743EDGE OF CONCRETE POC 209157456.144EDGE OF CONCRETE EC E 209167454.297AREA DRAIN STMM1 E 209177454.456GRADE BREAK B 209187454.445GRADE BREAK 209197454.473GRADE BREAK R 209207454.845EDGE OF CONCRETE B 209217454.164EDGE OF CONCRETE SC 209227453.978EDGE OF CONCRETE POC 209237453.823EDGE OF CONCRETE POC 209247453.702EDGE OF CONCRETE POC 209257453.641EDGE OF CONCRETE POC 209267453.593EDGE OF CONCRETE EC 209277453.593EDGE OF CONCRETE E 209287454.922UG ELECT. LINE B E 209297454.488ELECTRIC BOX UGE 209307454.753UG ELECT. LINE 209317454.423LIGHT POLE UGE 209327453.825UG ELECT. LINE 209337453.862LIGHT POLE UGE 209347453.826UG ELECT. LINE 209357453.622UG ELECT. LINE UGE1 B E 209367454.489ELECTRIC BOX UGE1 E 209377453.753LIGHT POLE UGE E C 209387454.794COMM BOX UGT B 209397453.993UG TELEPHONE MARKER 209407453.737UG TELEPHONE MARKER E 209417457.057" MISC. TREE 209427457.453" MISC. TREE 209437456.546" MISC. TREE 209447457.615" MISC. TREE 209457457.609" MISC. TREE209467457.626" MISC. TREE 209477459.266" MISC. TREE 209487459.770" MISC. TREE 209497460.233" MISC. TREE 209507457.073BUILDING CORNER 209517456.966BUILDING CORNER E 209527456.929EDGE OF CONCRETE B 209537456.672EDGE OF CONCRETE 209547456.679EDGE OF CONCRETE 209557456.804EDGE OF CONCRETE E 209577457.073BUILDING CORNER B 209587457.073BUILDING CORNER 209597457.073BUILDING CORNER 209607457.073BUILDING CORNER E 209617454.319UG ELECT. LINE B209627454.252UG ELECT. LINE 209637453.980UG ELECT. LINE 209647453.554UG ELECT. LINE 209657453.244UG ELECT. LINE E 209677454.941UG TELEPHONE MARKER B 209687456.057UG TELEPHONE MARKER 209697454.726UG TELEPHONE MARKER 209707454.588UG TELEPHONE MARKER 209717454.146UG TELEPHONE MARKER 209727454.184UG TELEPHONE MARKER 209737454.794UG TELEPHONE MARKER E 209747456.845" MISC. TREE 209757456.621" MISC. TREE 209767457.488" MISC. TREE 209777457.699" MISC. TREE 209787457.715" MISC. TREE 209797457.819" MISC. TREE 209807457.546" MISC. TREE 209817457.073EDGE OF BRICK B 209827456.831EDGE OF BRICK E 209837456.732EDGE OF BRICK B H2.0 V0 209847456.808EDGE OF BRICK H2.0 V0 209857457.034EDGE OF BRICK H2.0 V0 209867457.151EDGE OF BRICK H2.0 V0 209877457.134EDGE OF BRICK H2.0 V0 209887457.158EDGE OF BRICK H2.0 V0 209897457.073EDGE OF BRICK H2.0 V0 209907457.103EDGE OF BRICK H2.0 V0 209917456.920EDGE OF BRICK H2.0 V0 209927456.775EDGE OF BRICK H2.0 V0 209937456.781EDGE OF BRICK E H2.0 V0 209947457.005EDGE OF BRICK B 209957457.088EDGE OF BRICK 209967457.015EDGE OF BRICK R FF ELEV. = 7457.07± 209987455.529WATER VALVE E 209997456.029ELECTRIC BOX UGE B 210007454.029UG ELECT. LINE E 210077451.254GRADE BREAK B 210087451.239GRADE BREAK 210097451.211GRADE BREAK R 210107451.136AREA DRAIN STMM8 E 210117451.631GRADE BREAK B 210127451.700GRADE BREAK 210137451.641GRADE BREAK R 210147451.563AREA DRAIN 210157453.363UG ELECT. LINE B 210167453.433UG ELECT. LINE 210177453.384UG ELECT. LINE 210187453.041UG ELECT. LINE 210197453.521UG ELECT. LINE B 210207453.487UG ELECT. LINE 210217453.376UG ELECT. LINE 210227452.980UG ELECT. LINE 210237452.060UG ELECT. LINE 210247452.012UG ELECT. LINE 210257449.384UG ELECT. LINE210267449.390UG ELECT. LINE 210277449.059UG ELECT. LINE 210287449.086UG ELECT. LINE 210297448.873UG ELECT. LINE 210307449.279UG ELECT. LINE 210317449.272UG ELECT. LINE E 210327448.901UG ELECT. LINE 210337449.277UG ELECT. LINE 210347449.277UG ELECT. LINE E 210357450.919UG ELECT. LINE B210367450.969UG TELEPHONE MARKER B 210377448.573UG TELEPHONE MARKER 210387448.602UG ELECT. LINE 210397448.145UG TELEPHONE MARKER 210407447.998UG ELECT. LINE 210417447.733UG ELECT. LINE 210427448.050UG ELECT. LINE 210437447.805UG ELECT. LINE 210447447.758UG TELEPHONE MARKER 210457447.403UG TELEPHONE MARKER E 210467447.344UG ELECT. LINE E 210477459.364GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 210487459.599GUTTER E H.92 V-.1 H-.21 V.48 H-.58 V.5210497459.599EDGE OF ASPHALT B 210507459.364EDGE OF ASPHALT 210517459.262EDGE OF ASPHALT 210527459.233EDGE OF ASPHALT E 210537461.211UG ELECT. LINE B 210547460.580UG ELECT. LINE 210557460.942UG ELECT. LINE 210567460.651UG ELECT. LINE 210577461.182UG ELECT. LINE 210587460.839UG ELECT. LINE 210597460.997UG ELECT. LINE 210607460.994UG ELECT. LINE 210617460.989UG ELECT. LINE 210627460.972UG ELECT. LINE 210637461.262UG ELECT. LINE 210647461.262UG ELECT. LINE 210657461.149UG ELECT. LINE 210667461.171UG ELECT. LINE 210677461.419UG ELECT. LINE 210687461.294UG ELECT. LINE 210737459.195" MISC. TREE210747459.144" MISC. TREE 210757461.175" MISC. TREE 210897457.454EDGE OF ASPHALT POC 210907457.251EDGE OF ASPHALT POC 210917457.033EDGE OF ASPHALT POC 210927456.776EDGE OF ASPHALT POC 210937456.600EDGE OF ASPHALT POC 210947456.495EDGE OF ASPHALT POC 210957456.382EDGE OF ASPHALT POC 210967456.297EDGE OF ASPHALT EC210977456.301EDGE OF ASPHALT 210987456.287EDGE OF ASPHALT 210997456.279EDGE OF ASPHALT 211007456.279GRADE BREAK B 211017456.279GRADE BREAK 211027456.379GRADE BREAK 211037456.379GRADE BREAK CLS 211117456.675GRADE BREAK 211127456.375GRADE BREAK E 211137456.373GUTTER 211147456.373GUTTER E 211807457.849EDGE OF CONCRETE POC H.5 V0 211817457.668EDGE OF CONCRETE POC H.5 V0 211827457.426EDGE OF CONCRETE POC H.5 V0 211837457.214EDGE OF CONCRETE POC H.5 V0 211847457.005EDGE OF CONCRETE POC H.5 V0 211857456.868EDGE OF CONCRETE POC H.5 V0 211867456.780EDGE OF CONCRETE POC H.5 V0 211877456.716EDGE OF CONCRETE EC H.5 V0 211887456.699EDGE OF CONCRETE E H.5 V0211897456.708EDGE OF CONCRETE B 211907456.732EDGE OF CONCRETE E 211927460.447BUILDING CORNER B 211937461.349BUILDING CORNER 211947468.013BUILDING CORNER 211957467.966BUILDING CORNER 211967466.502BUILDING CORNER BLDC4 B 212067456.681BUILDING CORNER R 212107466.502BUILDING CORNER 212117466.502BUILDING CORNER R 212127461.428BUILDING CORNER B 212137461.556BUILDING CORNER 212147461.556BUILDING CORNER R 212177456.231AREA DRAIN 212517458.398STONE WALL H1 V0 212527458.336STONE WALL E H1 V0 SD SD S D C B L C B L C B L C B L C B L C B L C B L C B L C B L S D UG E UGE U G E U G E U G E U G E U G E U G E W W W W W W W W W W W W W W W W W W W W W W W W W W UGE UGE UGE UGE UGE UGE UGE U G E U G E U G E U G E EXI S T I N G P A T I O EXI S T I N G P A T I O BOULDER WALL P5 P6 P6 P6 P4 P4 P1 P4 P4 P1 BOLLARD LIGHT (TYP.) REF LIGHTING PLAN P2 P6 P1 P5 P5 MATCH TO EXISTING PATH L3 . 3 P M 1 P5 P5 L3 . 8 1 P M L3 . 8 1 P M P2 P5 P5 P4 P4 P2 P2 P5 P5 9'- 2 1 4" 8'-2" 1 6 ' 9'-8 1 8" Cu s t o m Bo u l d e r 1 125" Cu s t o m Bo u l d e r 2 3' - 1 5 8 "4'-7 1 8 " 7'- 61 8" 4'-9 3 8" 8' 5' 24" 44" 55" P7 P7 CUSTOM CLIMBING FEATURES BY IDS, REF L3.51 PM - L3.59 SI M L3.22 PM 2 L3 . 2 2 P M 2 L3 . 2 2 P M 4 L3 . 2 2 P M 4 L3 . 2 2 P M 2 1 8 ' - 0 " 2 4 ' - 0 " 1 8 ' - 0 " 9 ' - 0 " 5 ' - 6 " 10'-0 " 10' - 0 " 21 ' - 2 " 2.0 % 5.0% 5.0% 1 . 0 % 1.0% 5. 0 % 5.0% 4.7% 5 . 0 % 8 . 0 % 8 0 ' - 5 " 12'- 1 0 " 5'-0 " 5'-0 " 2 0 ' - 3 " 2 4 ' - 0 " 8 ' - 0 " 11'-1 1 " 6'-7 " 7 ' - 0 " 6'-2" 5'-8" 10 ' - 9 " 14'-0" 6'- 0 " 7'- 1 0 " 8'-0" 8' - 1 " 10 ' - 8 " 16 ' - 0 " 24 ' - 1 " 1 0 ' - 7 " 1 6 ' - 3 " 17'-6 " 1 2 ' - 4 " 8'-9" 8 ' - 3 " 5'-0 " 5 ' - 0 " 7'-0" 24'- 5 " 7 ' - 4 " 7'-8" 6 ' - 1 0 " 5 ' - 2 " 9 ' - 3 " 8 ' - 4 " 6 ' - 7 " 1 0 ' - 0 " 12'- 8 " 2 4 ' - 0 " 25'- 0 " 5. 0 % 1 ' - 6 " 1'-6" 2 . 0 % 2.0% 5.0% 0 . 0 4 % 0.3% 1 2 3 38 37 36 35 34 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 32 33 GAR A G E ENT R A N C E PRO P O S E D S H A R E D ROA D PLANTER WALLS 24" TALL TERRACED SEATING W E S T B E A V E R C R E E K B L V D . BOBS PLACE PATIO PAVER PATH TO MATCH THE PEDESTRIAN MALL LODGE AT AVON CENTER AVON TOWN HALL PROPOSED BUILDING AV O N P E D E S T R I A N M A L L PR O P E R T Y L I N E SE T B A C K L I N E SETB A C K L I N E SET B A C K L I N E PRO P E R T Y L I N E EAS E M E N T L I N E EAS E M E N T L I N E PAT I O PAT I O PAT I O PAT I O COMMERCIAL PATIO GARAGE BELOW GARAGE BELOW DECORATIVE PANELS GUARDRAILS AROUND HOT TUB AREA EAS E M E N T L I N E PRO P E R T Y L I N E UTIL I T Y E A S E M E N T L I N E EAS E M E N T L I N E EAS E M E N T L I N E SET B A C K L I N E PROP E R T Y L I N E SYNTHETIC TURF +TW 60 +TW 59.5 TW 59.5+ LE T T U C E S H E D L A N E ROOF OVERHANG ROOF OVERHANG PROPOSED LOT 3 ROOF OVERHANG GARAGE BELOW ROOF OVERHANG F I R E L A N E FDC ACCESS PAT I O TRASH DUMPSTERS TRANSPLANT 5 EXISTING SHUBERT CHOKECHERRY ROOF OVERHANG ENTRANCE PLAZA 12'x8' 12'x8' 12'x8' B I K E L A N E B I K E L A N E GATES INTO HOT TUB AREA SPA LIFT CONDENSERS GENERATOR TRANSFORMERS DRA I N A G E E A S E M E N T L I N E COMMERCIAL PATIO PLANTER WALLS 24" TALL PROP E R T Y L I N E 38 PARKING SPOTS BIKE RACKS (4) BIKE RACKS (4) BIKE RACKS (4) PEDESTRIAN WALKWAY BIKE RACKS (4) PROTECTED CURB SPACE FOR WHEEL OVERHANG PROTECTED CURB SPACE FOR WHEEL OVERHANG CORTEN PANEL PLANTER WALL (280 LF) +FFE 57.07 +(53.9) FFE 55.5+ BW 54.55+ +(61) FFE 57.5+ FFE 57.5+ +(61) +BW 57.5 +(60.7) +(61) +(61) FFE 57.5+ +FFE 55.5 +FFE 55.5 +FFE 55.5 +FFE 55.5 BW(53.96)++55.5 + (53.5) 55.5+ +59.74 +57.5 TW 60.9+ TW 59.5+ +TW 59.5 +TW 59.5 TW 59.5+ TW 59.5+ PLANTER WALLS 24" TALL +TS 55.3 +54.67 +TW 59.5 +TW 60.9 +TW 59.5 +60 +60 +TW 59.5 (53.26)+ PLANTER WALLS 30" TALL PLANTER WALLS 30" TALL RIVER ROCK AREA PLANTER WALLS 30" TALL PLANTER WALLS 24"-30" TALL + BS 54.3 +45 +45.12 +45.17 +50 +55 +60 +61 +62 +62 +61 +TW 61 +TW 62.32 +BW 59.26 TW 62.35+ TW 62.39+ TW 62.39+ +BW 45.75 +BW 45.75 TW 50.42+ +62 +62 56.05+ + 57.5 (54.6)+ TW 56.05+ BW 54.46+ + 57.26 57.29+ TW 56.05+ TW 57.05+ TW 55.5+ +TW 55.5 +BW 53.5 TW 55.5+ +TW 55.5 +TW 55.5 +TW 57.8 +BW 57.5 +TW 59.5 TW 59.5+ TW 59.5+ TW 59.5+ TW 59.5+ TW 59.5+ TW 59.5+ +TW 59.5 +BW 59.5 BW 59.5+ TW 61+ +TW 61 +BW 61 BW 61+ TW 59.5+ +TW 59.5 +BW 57.5 BW 57.5+ +BW 57.5 TW 59.5+ BW 57.5+ TW 61+ BW 57.5+ +BW 57.5 +TW 61 +BW 61 TW 61+ BW 61+ +TW 61 +BW 61 57.5+ (59.95) + + 57.17 + 57.5 TW 59.5+ BW 57.08+ +57.26 +FFE 57.07 +BW 57.5 +BW 57.5 BW 57.5+ BW 57.5+ BW 57.5+ TW 60.9+ +BW 57.5 BW 57.5+ (57.0) + BW 55.5+ +BW 55.5 TW 55.5 + +TS 55.5 +TS 55.0 +TS 54.5 +TS 54.0BW 53.5+ BW 53.5+ + BW 53.5 TW 56.05 + BW 57.3+ +TW 59.5 +BW 57.47 TW 59.5 + +BW 57.5 + BW 57.13 FFE 57.5+ +57.12 +TS 57.0 +TS 56.5 +TS 56.0 BW 55.5+ +TW 60 +BW 59.5 8'-8 " +(60.85) CORTEN PANEL PLANTER WALL (280 LF) 5' TALL GUARDRAIL SEATING OVERLOOK +TW 57.8 +BW 55.5 4 ' - 6 " 4 ' - 1 " 12'- 2 " GATES INTO HOT TUB AREA 6'-6" Symbol Key Botanical Common Name QTY Size Spacing Notes Shrubs Eac Euonymus alatus "Compactus' Dwarf Burning Bush 3 Layout to be approved by R.L.A. prior to installation and planting5 gal.Varies Rw Rosa woodsii Woods' Rose 12 Varies Layout to be approved by R.L.A. prior to installation and planting5 gal. Aar Amelanchier alnifolia 'Regent' Regent Serviceberry 8 Varies Layout to be approved by R.L.A. prior to installation and planting5 gal. So Symphoricarpos oreophilus Mountain Snowberry 15 Layout to be approved by R.L.A. prior to installation and planting5 gal.Varies Jc Juniperus communis Common Juniper 1 Layout to be approved by R.L.A. prior to installation and planting5 gal.Varies Csaf Cornus sericea 'Arctic Fire' Arctic Fire Dogwood 11 Varies Layout to be approved by R.L.A. prior to installation and planting5 gal. Spn Salix purpurea nana Arctic Willow 11 Layout to be approved by R.L.A. prior to installation and planting5 gal.Varies Cakf Calamagrostis acutiflora 'Karl Forester' Feather Reed Grass Symbol Key Botanical Common Name QTY Size Spacing Notes Ornamental Grasses Layout to be approved by R.L.A. prior to installation and planting 37BgBouteloua gracilis Blue Grama Grass 1 gal.Layout to be approved by R.L.A. prior to installation and planting 5 gal. Varies Varies76 Fg Festuca glauca Blue Fescue Layout to be approved by R.L.A. prior to installation and planting1 gal.Varies37 Hs Helioctotrichon sempervirens Blue Avena Grass Layout to be approved by R.L.A. prior to installation and planting5 gal.Varies32 Rnw Rosa 'Nearly Wild' Nearly Wild Rose 12 Varies5 gal. Csb Cornus sericea "Baileyi' Bailey Redtwig Dogwood 7 5 gal.Varies Ral Ribes alpinum Alpine Currant 7 Varies5 gal. Pt Populus tremuloides Quaking Aspen 8 2.5" cal. as shown THE SUMMIT PLANTING PLAN SCHEDULE Symbol Key Botanical Common Name QTY Size Spacing Notes Trees single stem Ppbe Picea pungens 'Baby Blue Eyes" Baby Blue Eyes Spruce 6 8' ht. as shown Ms Malus 'Spring Snow' Spring Snow Crabapple 2 2.5" cal. as shown Perennials Mixed Species (See Sun/Part Sun Perennial List) 2,342 SF Symbol Common Name Total Area Container Size 1 gal. Spacing 15" OC QTY 1,121 Groundcover Symbol Common Name Total Area Material / Product Depth / Rate Supplier Shady Perennials (See Shady Perennial List) 1 gal.15" OC801 SF 270 Native Seed 5,931 SF 50% Low grow Mix 50% Rocky Mtn. Wildflower Mix 1 lbs/ 1000 sf Arkansas Valley Seed Athw Acer tataricum 'Hot Wings' Hot Wings Tatarian Maple 4 2.5" cal. as shown single stem single stem REMOVED EXISTING TREES- 20 TREES PRESERVED EXISTING TREES- 15 TREES DECORATIVE PARASOLEIL PERFORATED SCREENS (3'X4') = 154 LF CONCRETE UNIT PAVERS, PAVESTONE PLAZA STONE SERIES, - 16,735 SF STANDARD "GRAY" CONCRETE SLAB ON GRADE - 1,870 SF ASPHALT PAVING- 13,003 SF STAMPED CONCRETE HOT TUB DECK-BUTTERFIELD COLOR- GILPIN'S FALL BRIDGE PLANT- WALNUT COLOR - 1,056 SF THE SUMMIT AREA CROSSWALK MATERIAL HATCHES SYNTHETIC TURF - 872 SF RIVER ROCK - 630 SF CONCRETE UNIT PAVERS, PAVESTONE PLAZA STONE SERIES, 6"x6"x60mm, Co p y r i g h t © 2 0 2 5 b y Z e h r e n & A s s o c i a t e s I n c . Co p y r i g h t © 2 0 2 5 b y Z e h r e n & A s s o c i a t e s I n c . Z: \ 2 0 2 5 \ 2 5 3 1 7 2 \ I V . C u r r e n t D o c u m e n t s \ 0 4 . P l o t S h e e t s \ L a n d s c a p e P l o t S h e e t s \ L 1 . 0 0 O V E R A L L S I T E P L A N . d w g , 1 1 / 5 / 2 0 2 5 1 1 : 1 5 : 1 3 A M , DW G T o P D F . p c 3 LOT B PROPERTY AREA= 66,925 SF THE SUMMIT AREA OF DISTURBANCE= 78,662 LOT B PAVED AREA (UNHEATED)= 18,430 SF= 23.4% OF THE SUMMIT AREA SNOW STORAGE= 4,289 SF= 23.2% OF UNHEATED PAVED AREA 7.28.020- PARKING AND LOADING UG E SS SS SS SS SS SS SS SS SD S D S D S D S D S D S D S D SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D S D S D SD W UGE UGE W W W W W W W W W W W W W CB L CB L CBL CBL CBL SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD UG E CB L C B L C B L C B L CBL CBL CBL CBL CBL UGE UGE UGE U G E U G E UG E U G E U G E 200057467.416OVERHANG B 200067460.447BUILDING CORNER B 200077459.174BUILDING CORNER E 200087467.293OVERHANG 200097459.952BUILDING CORNER B 200107457.007BUILDING CORNER 200117457.007BUILDING CORNER E 200127457.007OVERHANG 200137457.007OVERHANG 200147467.315OVERHANG 200157467.228OVERHANG 200167467.346OVERHANG 200177467.270OVERHANG E 200187456.731BUILDING CORNER B 200197455.951BUILDING CORNER B 200207456.725BUILDING CORNER B 200217456.731BUILDING CORNER 200227456.731BUILDING CORNER R 200237455.951BUILDING CORNER 200247455.951BUILDING CORNER R 200257456.725BUILDING CORNER 200267456.725BUILDING CORNER R 200277455.854GRADE BREAK B 200287456.684GRADE BREAK 200297456.333GRADE BREAK CLS 200307455.412GRADE BREAK B 200317456.019GRADE BREAK 200327455.782GRADE BREAK CLS 200337456.759EDGE OF CONCRETE B SC 200347456.716EDGE OF CONCRETE POC 200357456.655EDGE OF CONCRETE POC 200367456.592EDGE OF CONCRETE POC 200377456.526EDGE OF CONCRETE EC 200387456.374EDGE OF CONCRETE SC 200397456.091EDGE OF CONCRETE POC 200407455.822EDGE OF CONCRETE POC 200417455.595EDGE OF CONCRETE POC 200427455.491EDGE OF CONCRETE EC 200437454.912EDGE OF CONCRETE E 200447454.470EDGE OF CONCRETE B 200457454.864EDGE OF CONCRETE 200467455.914EDGE OF CONCRETE200477455.888EDGE OF CONCRETE 200487455.930EDGE OF CONCRETE SC 200497455.963EDGE OF CONCRETE POC 200507456.021EDGE OF CONCRETE POC 200517456.070EDGE OF CONCRETE EC 200527456.464EDGE OF CONCRETE 200537460.100EDGE OF CONCRETE 200547460.309EDGE OF CONCRETE 200557460.593EDGE OF CONCRETE SC 200567460.680EDGE OF CONCRETE POC 200577460.743EDGE OF CONCRETE POC 200587460.992EDGE OF CONCRETE POC 200597460.970EDGE OF CONCRETE POC 200607460.990EDGE OF CONCRETE POC 200617461.010EDGE OF CONCRETE EC 200627461.059EDGE OF CONCRETE SC 200637461.105EDGE OF CONCRETE POC 200647461.115EDGE OF CONCRETE POC 200657461.078EDGE OF CONCRETE EC 200667460.993EDGE OF CONCRETE E 200677461.072EDGE OF CONCRETE B H.38 V0 200687460.917EDGE OF CONCRETE H.38 V0 200697460.590EDGE OF CONCRETE H.42 V0 200707459.151EDGE OF CONCRETE H.42 V0 200717456.953EDGE OF CONCRETE H.42 V0 200727456.443EDGE OF CONCRETE SC H.42 V0 200737456.397EDGE OF CONCRETE POC H.42 V0 200747456.251EDGE OF CONCRETE POC H.42 V0 200757456.060EDGE OF CONCRETE POC H.42 V0200767455.875EDGE OF CONCRETE POC H.42 V0 200777455.643EDGE OF CONCRETE POC H.42 V0 200787455.537EDGE OF CONCRETE POC H.42 V0 200797455.393EDGE OF CONCRETE POC H.42 V0 200807455.412EDGE OF CONCRETE EC H.42 V0 200817455.807EDGE OF CONCRETE H.42 V0 200827455.092EDGE OF CONCRETE H.42 V0 200837454.942EDGE OF CONCRETE H.42 V0 200847453.663EDGE OF CONCRETE H.42 V0 200857452.843EDGE OF CONCRETE B 200867453.447EDGE OF CONCRETE 200877453.586EDGE OF CONCRETE 200887453.455EDGE OF CONCRETE 200897453.488EDGE OF CONCRETE E 200907453.335TOP OF BANK B 200917453.143TOP OF BANK 200927453.043TOP OF BANK 200937452.637TOP OF BANK 200947452.653TOP OF BANK 200957452.814TOP OF BANK 200967453.081TOP OF BANK 200977453.281TOP OF BANK 200987453.083TOP OF BANK 200997452.820TOP OF BANK 201007452.988TOP OF BANK 201017452.972TOP OF BANK E 201027452.338TOE OF BANK B 201037451.042TOE OF BANK 201047450.134TOE OF BANK 201057449.296TOE OF BANK 201067448.746TOE OF BANK 201077447.942TOE OF BANK 201087447.529TOE OF BANK 201097447.083TOE OF BANK 201107446.013TOE OF BANK 201117445.703TOE OF BANK 201127445.789TOE OF BANK 201137445.683TOE OF BANK 201147446.008TOE OF BANK 201157445.815TOE OF BANK 201167445.965TOE OF BANK 201177446.390TOE OF BANK E 201187447.437EDGE OF ASPHALT B 201197447.227EDGE OF ASPHALT 201207448.569EDGE OF ASPHALT 201217448.527LIGHT POLE 201227449.360EDGE OF ASPHALT 201237451.235EDGE OF ASPHALT 201247451.893EDGE OF ASPHALT E 201257452.069SPOT GRADE PAV 201267451.985EDGE OF ASPHALT B 201277453.241EDGE OF ASPHALT 201287454.397EDGE OF ASPHALT 201297454.498LIGHT POLE 201307455.907EDGE OF ASPHALT 201317457.571EDGE OF ASPHALT 201327458.945EDGE OF ASPHALT E 201337457.730EDGE OF GRAVEL B EOG1 B 201347457.549EDGE OF GRAVEL 201357457.700EDGE OF GRAVEL 201367458.078EDGE OF GRAVEL SC 201377458.325EDGE OF GRAVEL POC 201387458.543EDGE OF GRAVEL POC 201397458.628EDGE OF GRAVEL POC 201407458.509EDGE OF GRAVEL EC 201417457.392EDGE OF GRAVEL E 201427458.347EDGE OF GRAVEL 201437458.874EDGE OF GRAVEL SC 201447459.238EDGE OF GRAVEL POC 201457459.348EDGE OF GRAVEL POC 201467459.346EDGE OF GRAVEL POC 201477459.140EDGE OF GRAVEL EC 201487457.806EDGE OF GRAVEL E 201497456.859GRADE BREAK B 201507456.799GRADE BREAK 201517456.740GRADE BREAK 201527456.792GRADE BREAK CLS 201537459.028EDGE OF CONCRETE B H.92 V-.1 H-.21 V.48 H-.58 V.5 201547459.326EDGE OF CONCRETE 201557459.471EDGE OF CONCRETE POC 201567459.613EDGE OF CONCRETE 201577459.737EDGE OF CONCRETE E H.92 V-.1 H-.21 V.48 H-.58 V.5 201587459.682EDGE OF CONCRETE B 201597460.623EDGE OF CONCRETE 201607460.705EDGE OF CONCRETE 201617460.252EDGE OF CONCRETE 201627460.218EDGE OF CONCRETE 201637460.611EDGE OF CONCRETE 201647460.500EDGE OF CONCRETE 201657459.868EDGE OF CONCRETE E 201667459.749GUTTER B 201677460.501GUTTER SC 201687460.572GUTTER POC 201697460.635GUTTER EC 201707460.975GUTTER E 201717460.306GUTTER SC B G1 B SC 201727460.357GUTTER POC 201737460.427GUTTER POC 201747460.558GUTTER POC 201757460.639GUTTER POC201767460.713GUTTER POC 201777460.726GUTTER EC 201787461.030GUTTER E 201797460.231GUTTER POC 201807460.132GUTTER EC 201817460.070GUTTER E 201827460.124GRADE BREAK B 201837460.139GRADE BREAK 201847460.171GRADE BREAK 201857460.187GRADE BREAK CLS 201867460.097GUTTER B SC 201877460.159GUTTER POC 201887460.198GUTTER POC 201897460.219GUTTER EC E G SC B 201907460.260GUTTER POC 201917460.316GUTTER POC201927460.408GUTTER POC 201937460.463GUTTER POC 201947460.508GUTTER POC 201957460.515GUTTER EC 201967460.856GUTTER E 201977460.916GUTTER B 201987460.433GUTTER SC 201997460.395GUTTER POC202007460.375GUTTER EC 202017459.879GUTTER E 202027460.407GRADE BREAK B NZ 202037460.505GRADE BREAK NZ 202047460.529GRADE BREAK NZ 202057460.435GRADE BREAK CLS NZ 202067460.598GRADE BREAK B NZ 202077460.718GRADE BREAK NZ 202087460.745GRADE BREAK NZ 202097460.705GRADE BREAK CLS NZ 202107460.229EDGE OF CONCRETE B H.42 V0 202117461.017EDGE OF CONCRETE SC H.42 V0 202127461.021EDGE OF CONCRETE POC H.42 V0 202137461.032EDGE OF CONCRETE EC H.42 V0 202147460.955EDGE OF CONCRETE SC H.42 V0 GB B 202157461.043EDGE OF CONCRETE POC 202167461.065EDGE OF CONCRETE POC 202177461.179EDGE OF CONCRETE POC 202187461.311EDGE OF CONCRETE EC E 202197461.230EDGE OF CONCRETE B SC 202207461.221EDGE OF CONCRETE POC 202217461.232WATER VALVE 202227461.183EDGE OF CONCRETE POC 202237461.092EDGE OF CONCRETE POC 202247461.069EDGE OF CONCRETE EC H.42 V0 GB E 202257461.134EDGE OF CONCRETE SC H.42 V0202267461.119EDGE OF CONCRETE POC H.42 V0 202277461.114EDGE OF CONCRETE POC H.42 V0 202287460.998EDGE OF CONCRETE POC H.42 V0 202297460.953EDGE OF CONCRETE POC H.42 V0 202307460.866EDGE OF CONCRETE POC H.42 V0 202317460.851EDGE OF CONCRETE POC H.42 V0 202327460.551EDGE OF CONCRETE EC H.42 V0202337460.027EDGE OF CONCRETE GB B 202347460.247GRADE BREAK E 202357460.081EDGE OF CONCRETE GB B 202367460.229GRADE BREAK E 202377460.763EDGE OF CONCRETE SC H.42 V0 202387460.759EDGE OF CONCRETE POC H.42 V0 202397460.868EDGE OF CONCRETE POC H.42 V0 202407461.107EDGE OF CONCRETE EC E H.42 V0 202417460.581GUTTER B SC 202427460.446GUTTER POC 202437460.326GUTTER POC 202447460.306GUTTER EC E 202457460.730EDGE OF CONCRETE B SC 202467460.562EDGE OF CONCRETE POC 202477460.404EDGE OF CONCRETE POC 202487460.385EDGE OF CONCRETE POC 202497460.320EDGE OF CONCRETE POC 202507460.261EDGE OF CONCRETE EC 202517460.142EDGE OF CONCRETE SC 202527460.222EDGE OF CONCRETE POC 202537460.355EDGE OF CONCRETE POC 202547460.487EDGE OF CONCRETE POC 202557460.422EDGE OF CONCRETE EC 202567460.281EDGE OF CONCRETE 202577460.302EDGE OF CONCRETE 202587460.368EDGE OF CONCRETE SC 202597460.374EDGE OF CONCRETE POC 202607460.517EDGE OF CONCRETE POC 202617460.527EDGE OF CONCRETE POC 202627460.664EDGE OF CONCRETE POC 202637460.766EDGE OF CONCRETE EC 202647460.818EDGE OF CONCRETE 202727461.052EDGE OF CONCRETE B 202737461.396EDGE OF CONCRETE 202837461.519EDGE OF CONCRETE POC 202847461.522EDGE OF CONCRETE POC 202857461.228EDGE OF CONCRETE POC 202867461.175EDGE OF CONCRETE POC 202877461.065EDGE OF CONCRETE POC 202887461.000EDGE OF CONCRETE EC 202897461.091EDGE OF CONCRETE 202907461.060EDGE OF CONCRETE E 202917461.021ELECTRIC MANHOLE 202927461.033EDGE OF CONCRETE 202937461.041EDGE OF CONCRETE SC 202947461.185EDGE OF CONCRETE POC 202957461.166EDGE OF CONCRETE POC 202967461.020EDGE OF CONCRETE POC 202977460.926EDGE OF CONCRETE EC H.42 V0 GB B 202987460.852EDGE OF CONCRETE SC H.42 V0 202997460.853EDGE OF CONCRETE POC H.42 V0203007460.848EDGE OF CONCRETE EC H.42 V0 203017460.354EDGE OF CONCRETE E H.42 V0 203027460.797EDGE OF CONCRETE B 203037461.135EDGE OF CONCRETE SC 203047461.037EDGE OF CONCRETE POC 203057460.936EDGE OF CONCRETE EC 203067460.733EDGE OF CONCRETE B 203077460.758EDGE OF CONCRETE 203087460.707EDGE OF CONCRETE 203097460.700EDGE OF CONCRETE EOC E 203107460.681EDGE OF CONCRETE E EOC B H.42 V0 203117460.865EDGE OF CONCRETE SC H.42 V0 203127460.796EDGE OF CONCRETE POC H.42 V0 203137460.792EDGE OF CONCRETE POC H.42 V0 203147460.695EDGE OF CONCRETE EC H.42 V0 203157460.559EDGE OF CONCRETE H.42 V0 203167459.961EDGE OF CONCRETE GB 1 B 203177460.185GRADE BREAK 1 E 203187459.953EDGE OF CONCRETE GB 1 B 203197460.159GRADE BREAK 1 E 203207460.663EDGE OF CONCRETE SC H.42 V0 203217460.698EDGE OF CONCRETE POC H.42 V0 203227460.824EDGE OF CONCRETE POC H.42 V0203237460.858EDGE OF CONCRETE POC H.42 V0 203247460.937EDGE OF CONCRETE POC H.42 V0203257460.947EDGE OF CONCRETE POC H.42 V0 203267460.963EDGE OF CONCRETE EC H.42 V0 203277460.874EDGE OF CONCRETE SC H.42 V0 GB E 203287460.882EDGE OF CONCRETE POC 203297461.076SPOT GRADE PAV 203307461.076EDGE OF CONCRETE EC 203317460.792EDGE OF CONCRETE E 203407460.988EDGE OF CONCRETE H.42 V0 203417461.085EDGE OF CONCRETE SC H.42 V0 203427460.967EDGE OF CONCRETE POC H.42 V0 203437460.883EDGE OF CONCRETE POC H.42 V0 203447460.859EDGE OF CONCRETE POC H.42 V0 203457460.715EDGE OF CONCRETE POC H.42 V0 203467460.691EDGE OF CONCRETE EC H.42 V0 203477460.733EDGE OF CONCRETE E H.42 V0 203487460.236GUTTER SC B 203497460.377GUTTER POC 203507460.397GUTTER POC 203517460.357GUTTER EC 203527460.175GUTTER 203537460.129GUTTER E 203547460.119GUTTER B 203557460.202GUTTER SC 203567460.303GUTTER POC 203577460.410GUTTER POC 203587460.481GUTTER POC 203597460.548GUTTER POC 203607460.667GUTTER EC 203617460.713GUTTER 203707461.227ROAD CL POC 203717461.031ROAD CL POC 203727460.910ROAD CL POC 203737460.726ROAD CL POC 203747460.569ROAD CL POC 203757460.514ROAD CL POC 203767460.661ROAD CL POC 203777460.881ROAD CL EC E D 203787451.709STORM DRAIN MANHOLE STMM5 B 203797444.585AREA DRAIN STMM5 203807444.557EDGE OF CONCRETE CIR 203817444.616EDGE OF CONCRETE 203827444.628EDGE OF CONCRETE 203837449.685AREA DRAIN STMM5 203847456.693AREA DRAIN STMM5 D 203857460.363STORM DRAIN MANHOLE STMM5 E 7457.91 NOMATCH STIV 203877460.269AREA DRAIN203887460.277GRADE BREAK B 203897460.283GRADE BREAK 203907460.300GRADE BREAK 203917460.286GRADE BREAK CLS D 203927460.541STORM DRAIN MANHOLE STMM4 B STMM5 B 203937459.387AREA DRAIN 203947459.417GRADE BREAK B 203957459.389GRADE BREAK 203967459.390GRADE BREAK 203977459.447GRADE BREAK CLS7456.69 NOMATCH STIV 203997460.023AREA DRAIN STMM4 E 204007460.083AREA DRAIN STMM7 B 204067461.553LIGHT POLE 204077461.262LIGHT POLE 204087461.306LIGHT POLE D 204097460.525STORM DRAIN MANHOLE STMM5 STMM7 E 204107461.056LIGHT POLE 204117460.903WATER VALVE 204127465.266FIRE HYDRANT 204137461.211LIGHT POLE 204147459.852GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 204157459.233GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 204167459.252GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 204177459.262GUTTER E H.92 V-.1 H-.21 V.48 H-.58 V.5 204187459.599GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 204197459.436GUTTER SC H.92 V-.1 H-.21 V.48 H-.58 V.5 204207459.426GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204217459.417GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5204227459.418GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204237459.385GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204247459.623GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204257459.786GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204267459.863GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204277459.943GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204287460.092GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204297460.311GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204307460.385GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204317460.460GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204327460.522GUTTER EC H.92 V-.1 H-.21 V.48 H-.58 V.5 204337460.874GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 204347461.015GUTTER E H.92 V-.1 H-.21 V.48 H-.58 V.5 204357460.969" MISC. TREE 204367461.143" MISC. TREE 204377457.231GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 204387457.149GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 204397456.725GUTTER SC H.92 V-.1 H-.21 V.48 H-.58 V.5 204407456.750GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204417456.686GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5204427456.670GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204437456.725GUTTER EC H.92 V-.1 H-.21 V.48 H-.58 V.5 204447457.800GUTTER SC H.92 V-.1 H-.21 V.48 H-.58 V.5 204457457.896GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204467457.881GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204477457.825GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204487457.804GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204497457.758GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204507457.681GUTTER EC H.92 V-.1 H-.21 V.48 H-.58 V.5 204517457.360GUTTER CLS H.92 V-.1 H-.21 V.48 H-.58 V.5 204527457.564LIGHT POLE 204537453.227GUTTER B 204547453.418EDGE OF CONCRETE B 204557453.249EDGE OF CONCRETE B 204567452.533EDGE OF CONCRETE 204577452.298GUTTER 204587452.558EDGE OF CONCRETE 204597451.892EDGE OF CONCRETE E 204607451.768GUTTER E 204617452.022EDGE OF CONCRETE E 204627453.218EDGE OF CONCRETE SC B 204637453.392EDGE OF CONCRETE POC204647453.114EDGE OF CONCRETE POC 204657453.089EDGE OF CONCRETE POC 204667453.096EDGE OF CONCRETE POC 204677453.112EDGE OF CONCRETE EC 204687452.959EDGE OF CONCRETE SC204697452.885EDGE OF CONCRETE POC 204707452.827EDGE OF CONCRETE POC 204717452.844EDGE OF CONCRETE POC 204727452.987EDGE OF CONCRETE EC CLSE204737453.092ELECTRIC BOX /KEY PAD GARAGE 204747453.220EDGE OF CONCRETE B 204757454.470EDGE OF CONCRETE E 204767453.219GUTTER B 204777454.470GUTTER E 204787456.759EDGE OF CONCRETE B 204797456.926EDGE OF CONCRETE 204807456.892EDGE OF CONCRETE204817456.892EDGE OF CONCRETE204827456.892EDGE OF CONCRETE 204837456.689EDGE OF CONCRETE 204847456.689EDGE OF CONCRETE 204857456.638EDGE OF CONCRETE204867456.638EDGE OF CONCRETE 204877456.670EDGE OF CONCRETE 204887456.672EDGE OF CONCRETE 204897456.671EDGE OF CONCRETE 204907456.699EDGE OF CONCRETE 204917456.724EDGE OF CONCRETE 204927457.032EDGE OF CONCRETE E 204937467.270OVERHANG B 204947468.089OVERHANG E 204957457.007BUILDING CORNER B 204967468.089BUILDING CORNER 204977464.287NATURAL GROUND NZ 204987465.808NATURAL GROUND NZ 204997464.287BUILDING CORNER 205007466.125BUILDING CORNER 205017448.943GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 205027448.825GUTTER 205047448.757GUTTER POC 205057448.819GUTTER 205067449.177GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205077449.094GUTTER CLS H.92 V-.1 H-.21 V.48 H-.58 V.5 205087449.329LIGHT POLE 205097447.437EDGE OF ASPHALT B 205107448.230EDGE OF ASPHALT 205117448.435EDGE OF ASPHALT 205127448.946EDGE OF ASPHALT 205137449.262EDGE OF ASPHALT 205147448.989EDGE OF ASPHALT 205157449.201EDGE OF ASPHALT 205167449.094EDGE OF ASPHALT 205177449.030EDGE OF ASPHALT 205187449.274EDGE OF ASPHALT 205197450.222EDGE OF ASPHALT 205207450.476EDGE OF ASPHALT 205217450.969EDGE OF ASPHALT 205227451.167EDGE OF ASPHALT 205237451.250EDGE OF ASPHALT 205247452.213EDGE OF ASPHALT 205257452.686EDGE OF ASPHALT 205267453.186EDGE OF ASPHALT 205277453.816EDGE OF ASPHALT 205287454.440EDGE OF ASPHALT 205297454.718EDGE OF ASPHALT 205307454.899EDGE OF ASPHALT 205317455.142EDGE OF ASPHALT 205327455.309EDGE OF ASPHALT 205337455.483EDGE OF ASPHALT E 205347455.389EDGE OF ASPHALT B 205357455.281EDGE OF ASPHALT 205367455.204EDGE OF ASPHALT 205377455.031EDGE OF ASPHALT 205387454.532EDGE OF ASPHALT 205397453.055EDGE OF ASPHALT 205407452.690EDGE OF ASPHALT 205417452.474EDGE OF ASPHALT 205427452.248EDGE OF ASPHALT 205437451.822EDGE OF ASPHALT 205447451.283EDGE OF ASPHALT 205457450.910EDGE OF ASPHALT E 205467450.898GUTTER B H-.92 V-.1 H.21 V.48 H.58 V.5 205477450.787GUTTER H-.92 V-.1 H.21 V.48 H.58 V.5 205487450.787GUTTER E H-.92 V-.1 H.21 V.48 H.58 V.5 205497450.542GUTTER B H-.92 V-.1 H.21 V.48 H.58 V.5 205507450.731GUTTER H-.92 V-.1 H.21 V.48 H.58 V.5 205517450.744GUTTER H-.92 V-.1 H.21 V.48 H.58 V.5 205527449.832GUTTER H-.92 V-.1 H.21 V.48 H.58 V.5 205537450.178GUTTER E H-.92 V-.1 H.21 V.48 H.58 V.5 205547447.909LIGHT POLE 205557451.905LIGHT POLE 205567455.483NATURAL GROUND NZ 0.75 205577453.235GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 205587453.181GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205597452.254GUTTER 205617452.343GUTTER POC 205627452.064GUTTER 205637452.177GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205647451.550GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205657446.974GUTTER E H.92 V-.1 H-.21 V.48 H-.58 V.5 205667450.990LIGHT POLE 205677456.425OVERHANG B 205687456.459OVERHANG E 205697446.280GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 205707446.308GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205717446.719GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205727449.814GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205737450.178GUTTER E H.92 V-.1 H-.21 V.48 H-.58 V.5 205747445.899EDGE OF CONCRETE B FF ELEV. = 7445.52± 205767445.413EDGE OF CONCRETE B 205777445.578EDGE OF CONCRETE EOC2 B 205787445.505EDGE OF CONCRETE 205797445.564EDGE OF CONCRETE 205807445.591EDGE OF CONCRETE 205817448.452EDGE OF CONCRETE 205827448.174EDGE OF CONCRETE 205837445.879EDGE OF CONCRETE EOC E 205847445.579EDGE OF CONCRETE E EOC1 205857445.624EDGE OF CONCRETE 205867445.593EDGE OF CONCRETE205877445.593EDGE OF CONCRETE 205887445.595EDGE OF CONCRETE FF ELEV. = 7445.55± 205907445.537EDGE OF CONCRETE CLS 205927445.391GRADE BREAK B 205937445.443GRADE BREAK 205947445.513GRADE BREAK 205957445.539GRADE BREAK CLS 205967445.499EDGE OF CONCRETE B 205977445.613EDGE OF CONCRETE E 205987456.670EDGE OF CONCRETE E 205997455.335NATURAL GROUND NZ 206007455.336NATURAL GROUND NZ 206017455.335BUILDING CORNER 206027455.336BUILDING CORNER206037455.336BUILDING CORNER 206047455.321BUILDING CORNER 206057455.321BUILDING CORNER 206067455.321BUILDING CORNER 206077455.321BUILDING CORNER 206087455.738BUILDING CORNER E /CONTINUES UNDERGROUND 206097453.607SIGN 206107453.877SIGN 206117454.025SIGN 206127453.920SIGN 206137454.283SIGN 206147454.747SIGN 206157456.472" MISC. TREE 206167453.033" MISC. TREE 206177453.750" MISC. TREE 206187453.395" MISC. TREE 206197450.027" MISC. TREE 206207449.354" MISC. TREE 206217449.780" MISC. TREE 206227452.823" MISC. TREE 206237451.346" MISC. TREE 206247452.785" MISC. TREE 206257453.986LIGHT POLE 206267454.121LIGHT POLE 206277453.574LIGHT POLE 206287453.633LIGHT POLE 206297454.271LIGHT POLE 206307453.566LIGHT POLE 206317454.289" MISC. TREE 206327454.439" MISC. TREE 206337454.295" MISC. TREE 206347454.187" MISC. TREE 206367453.497EDGE OF CONCRETE CIR 206377453.497EDGE OF CONCRETE 206387453.509EDGE OF CONCRETE 206397453.600EDGE OF CONCRETE B 206407453.627EDGE OF CONCRETE 206417453.596EDGE OF CONCRETE R 206427466.125BUILDING CORNER206437466.125BUILDING CORNER 206447443.531AREA DRAIN TRENCH B 206457443.643AREA DRAIN TRENCH E 206467456.873CONC. WALL B H.67 V0 206477456.860CONC. WALL H.67 V0 206487456.799CONC. WALL H.67 V0 206497456.547CONC. WALL H.67 V0 206517457.077WOOD FENCE B 206527456.871EDGE OF BRICK B 206537456.872EDGE OF BRICK 206547456.795EDGE OF BRICK 206557456.782EDGE OF BRICK 206567456.865EDGE OF BRICK 206577456.883EDGE OF BRICK 206587456.673EDGE OF BRICK 206597456.868WOOD FENCE 206607457.098WOOD FENCE 206617457.006EDGE OF BRICK 206627457.134EDGE OF BRICK206637457.132WOOD FENCE 206647456.959WOOD FENCE 206657456.851EDGE OF BRICK 206667457.077EDGE OF BRICK 206677457.074WOOD FENCE 206687457.278EDGE OF BRICK EOB1 B206697457.206WOOD FENCE 206707457.095WOOD FENCE 206717457.175EDGE OF BRICK 206727456.947EDGE OF BRICK CLS206737456.947WOOD FENCE E 206747458.333" MISC. TREE 206757458.331" MISC. TREE 206767458.274" MISC. TREE 206777458.112" MISC. TREE 206787457.224" MISC. TREE 206797456.733UG ELECT. LINE B 206807456.693UG ELECT. LINE206817456.713UG ELECT. LINE 206827456.653UG ELECT. LINE 206837452.747UG ELECT. LINE 206847452.109UG ELECT. LINE E 206857455.373EDGE OF CONCRETE B 206867455.389EDGE OF CONCRETE 206877455.397EDGE OF CONCRETE 206887455.199EDGE OF CONCRETE SC 206897455.123EDGE OF CONCRETE POC 206907454.887EDGE OF CONCRETE POC 206917454.502EDGE OF CONCRETE POC 206927454.184EDGE OF CONCRETE POC 206937453.926NATURAL GROUND 206947453.931EDGE OF CONCRETE B SC 206957453.926EDGE OF CONCRETE EC E 206967454.175EDGE OF CONCRETE POC 206977454.388EDGE OF CONCRETE POC 206987454.538EDGE OF CONCRETE POC 206997454.849EDGE OF CONCRETE POC 207007455.117NATURAL GROUND 207017455.117EDGE OF CONCRETE POC 207027455.117EDGE OF CONCRETE POC 207037455.832EDGE OF CONCRETE EC 207047455.991EDGE OF CONCRETE 207057456.334EDGE OF CONCRETE SC 207067456.689EDGE OF CONCRETE POC 207077456.861EDGE OF CONCRETE POC 207087456.951EDGE OF CONCRETE EC 207097457.037EDGE OF CONCRETE 207107457.014EDGE OF CONCRETE 207117456.965EDGE OF CONCRETE SC 207127456.890EDGE OF CONCRETE POC 207137456.812EDGE OF BRICK 207147456.796EDGE OF BRICK 207157457.175EDGE OF BRICK E 207167457.083EDGE OF CONCRETE POC 207177456.577EDGE OF CONCRETE POC 207187456.344EDGE OF CONCRETE POC 207197455.969EDGE OF CONCRETE POC 207207455.702EDGE OF CONCRETE POC 207217454.856NATURAL GROUND 207227455.417EDGE OF CONCRETE POC 207237455.117NATURAL GROUND 207247455.283NATURAL GROUND 207257455.383EDGE OF CONCRETE POC 207267455.373EDGE OF CONCRETE EC E 207277455.146" MISC. TREE 207287455.227" MISC. TREE 207297454.989" MISC. TREE 207307454.742" MISC. TREE 207317454.524" MISC. TREE 207327453.479EDGE OF ASPHALT SC B 207337453.731EDGE OF ASPHALT POC207347453.829EDGE OF ASPHALT POC 207357453.856EDGE OF ASPHALT POC 207367453.873EDGE OF ASPHALT EC 207377454.105EDGE OF ASPHALT 207387454.227EDGE OF ASPHALT SC 207397454.223EDGE OF ASPHALT POC 207407454.159EDGE OF ASPHALT POC 207417454.095EDGE OF ASPHALT EC 207427453.865EDGE OF ASPHALT SC 207437453.764EDGE OF ASPHALT POC 207447453.542EDGE OF ASPHALT POC 207457453.549EDGE OF ASPHALT EC 207467453.574EDGE OF ASPHALT 207477453.589EDGE OF ASPHALT 207487453.580EDGE OF ASPHALT 207497453.567EDGE OF ASPHALT207507453.631EDGE OF ASPHALT207517453.646EDGE OF ASPHALT207527453.618EDGE OF ASPHALT 207537453.602EDGE OF ASPHALT 207547453.561EDGE OF ASPHALT 207557453.552EDGE OF ASPHALT 207567453.634EDGE OF ASPHALT 207577453.804EDGE OF ASPHALT SC 207587453.912EDGE OF ASPHALT POC 207597454.040EDGE OF ASPHALT POC 207607454.093EDGE OF ASPHALT POC 207617454.102EDGE OF ASPHALT EC 207627454.145EDGE OF ASPHALT 207637454.089EDGE OF ASPHALT 207647454.120EDGE OF ASPHALT 207657454.080EDGE OF ASPHALT 207667453.932EDGE OF ASPHALT 207677453.792EDGE OF ASPHALT 207687453.541EDGE OF ASPHALT 207697453.227EDGE OF ASPHALT 207707452.997EDGE OF ASPHALT 207717452.887EDGE OF ASPHALT SC 207727452.849EDGE OF ASPHALT POC 207737452.833EDGE OF ASPHALT POC 207747452.817EDGE OF ASPHALT EC 207757452.843EDGE OF ASPHALT 207767452.823EDGE OF ASPHALT E 207787452.679EDGE OF ASPHALT 207797452.702EDGE OF ASPHALT 207807452.716EDGE OF ASPHALT SC 207817452.708EDGE OF ASPHALT POC 207827452.675EDGE OF ASPHALT POC 207837452.621EDGE OF ASPHALT EC E 207847452.965WATER VALVE 207857454.268FIRE HYDRANT 207867452.769UG WATER LINE B 207877452.891UG ELECT. LINE B 207887452.901UG ELECT. LINE 207897452.980UG ELECT. LINE 207907453.076UG WATER LINE UGW1 B 207917452.454UG WATER LINE E 207927453.492UG ELECT. LINE 207937453.590UG ELECT. LINE 207947453.851UG ELECT. LINE 207957454.023UG WATER LINE 207967453.946UG ELECT. LINE 207977454.082UG ELECT. LINE 207987454.127UG ELECT. LINE 207997454.086UG ELECT. LINE 208007454.271UG ELECT. LINE 208017454.052UG ELECT. LINE 208027454.144UG ELECT. LINE 208037454.110UG ELECT. LINE 208047454.038UG ELECT. LINE 208057453.958UG ELECT. LINE 208067453.859UG ELECT. LINE 208077453.599UG ELECT. LINE 208087453.543UG ELECT. LINE 208097453.521UG ELECT. LINE 208107453.559UG WATER LINE 208117453.502UG ELECT. LINE 208127453.387UG ELECT. LINE 208137453.343UG ELECT. LINE 208147453.764UG ELECT. LINE 208157453.905UG ELECT. LINE 208167453.957UG ELECT. LINE 208177454.132UG ELECT. LINE 208187454.123UG ELECT. LINE 208197454.182UG ELECT. LINE 208207453.970UG ELECT. LINE 208217453.953UG ELECT. LINE 208227453.795UG ELECT. LINE 208237453.795UG ELECT. LINE 208247453.479UG ELECT. LINE 208257453.561UG ELECT. LINE 208267453.502UG ELECT. LINE 208277453.504UG ELECT. LINE 208287453.266UG ELECT. LINE E 208297453.039EDGE OF ASPHALT B 208307453.185EDGE OF ASPHALT 208317453.350EDGE OF ASPHALT 208327453.380EDGE OF ASPHALT 208337453.465EDGE OF ASPHALT 208347453.589EDGE OF ASPHALT 208357453.689EDGE OF ASPHALT 208367454.333UG WATER LINE E 208377453.758EDGE OF ASPHALT SC 208387453.832EDGE OF ASPHALT POC 208397453.871EDGE OF ASPHALT POC 208407453.841EDGE OF ASPHALT POC 208417453.870EDGE OF ASPHALT POC 208427453.813EDGE OF ASPHALT EC 208437453.597EDGE OF ASPHALT SC 208447453.545EDGE OF ASPHALT POC 208457453.372EDGE OF ASPHALT POC 208467453.305EDGE OF ASPHALT POC 208477453.266EDGE OF ASPHALT EC 208487453.287EDGE OF ASPHALT 208497453.481EDGE OF ASPHALT SC 208507453.760EDGE OF ASPHALT POC 208517453.849EDGE OF ASPHALT POC 208527453.835EDGE OF ASPHALT EC 208537453.818EDGE OF ASPHALT 208547453.649EDGE OF ASPHALT 208557453.430EDGE OF ASPHALT SC 208567453.223EDGE OF ASPHALT POC 208577452.973EDGE OF ASPHALT POC 208587452.831EDGE OF ASPHALT EC E 208597453.615UG TELEPHONE MARKER B 208607453.825UG TELEPHONE MARKER 208617453.825UG TELEPHONE MARKER 208627453.972UG TELEPHONE MARKER 208637453.701UG TELEPHONE MARKER 208647453.546UG TELEPHONE MARKER 208657453.569UG TELEPHONE MARKER 208667453.758UG TELEPHONE MARKER E 208677454.103WATER VALVE 208687453.926EDGE OF CONCRETE SC B 208697454.055WATER VALVE 208707453.617WATER VALVE 208717454.026WATER VALVE 208727454.026WATER VALVE D 208747453.599STORM DRAIN MANHOLE STMM1 STMM8 B S 208757453.397SAN. SEWER MANHOLE SAMM B 208767453.816EDGE OF CONCRETE POC208777453.791EDGE OF CONCRETE EC 208787453.720EDGE OF CONCRETE 208797453.479EDGE OF CONCRETE SC 208807453.407EDGE OF CONCRETE POC 208817453.301EDGE OF CONCRETE POC 208827453.222EDGE OF CONCRETE POC 208837453.112EDGE OF CONCRETE POC 208847453.039EDGE OF CONCRETE POC 208857452.983EDGE OF CONCRETE EC E 208867453.931EDGE OF CONCRETE B SC 208877453.902EDGE OF CONCRETE POC 208887453.894EDGE OF CONCRETE POC 208897453.910EDGE OF CONCRETE POC 208907453.875EDGE OF CONCRETE EC 208917454.029EDGE OF CONCRETE 208927454.291EDGE OF CONCRETE 208937454.002EDGE OF CONCRETE 208947453.944EDGE OF CONCRETE 208957454.400EDGE OF CONCRETE EOC1 B 208967453.944EDGE OF CONCRETE 208977454.549EDGE OF CONCRETE R 208987454.521EDGE OF CONCRETE SC 208997454.689EDGE OF CONCRETE POC 209007454.829EDGE OF CONCRETE POC 209017454.955EDGE OF CONCRETE POC 209027455.163EDGE OF CONCRETE POC 209037455.354EDGE OF CONCRETE POC 209047455.051EDGE OF CONCRETE B 209057454.865EDGE OF CONCRETE SC 209067454.848EDGE OF CONCRETE POC 209077454.864EDGE OF CONCRETE POC 209087454.963EDGE OF CONCRETE EC 209097455.018EDGE OF CONCRETE SC 209107455.210EDGE OF CONCRETE POC 209117455.391EDGE OF CONCRETE POC 209127455.643EDGE OF CONCRETE POC 209137456.044EDGE OF CONCRETE EC E 209147455.743EDGE OF CONCRETE POC 209157456.144EDGE OF CONCRETE EC E 209167454.297AREA DRAIN STMM1 E 209177454.456GRADE BREAK B 209187454.445GRADE BREAK 209197454.473GRADE BREAK R 209207454.845EDGE OF CONCRETE B 209217454.164EDGE OF CONCRETE SC 209227453.978EDGE OF CONCRETE POC 209237453.823EDGE OF CONCRETE POC 209247453.702EDGE OF CONCRETE POC 209257453.641EDGE OF CONCRETE POC 209267453.593EDGE OF CONCRETE EC 209277453.593EDGE OF CONCRETE E 209287454.922UG ELECT. LINE B E 209297454.488ELECTRIC BOX UGE 209307454.753UG ELECT. LINE 209317454.423LIGHT POLE UGE 209327453.825UG ELECT. LINE 209337453.862LIGHT POLE UGE 209347453.826UG ELECT. LINE 209357453.622UG ELECT. LINE UGE1 B E 209367454.489ELECTRIC BOX UGE1 E 209377453.753LIGHT POLE UGE E C 209387454.794COMM BOX UGT B 209397453.993UG TELEPHONE MARKER 209407453.737UG TELEPHONE MARKER E 209417457.057" MISC. TREE 209427457.453" MISC. TREE 209437456.546" MISC. TREE 209447457.615" MISC. TREE 209457457.609" MISC. TREE209467457.626" MISC. TREE 209477459.266" MISC. TREE 209487459.770" MISC. TREE 209497460.233" MISC. TREE 209507457.073BUILDING CORNER 209517456.966BUILDING CORNER E 209527456.929EDGE OF CONCRETE B 209537456.672EDGE OF CONCRETE 209547456.679EDGE OF CONCRETE 209557456.804EDGE OF CONCRETE E 209577457.073BUILDING CORNER B 209587457.073BUILDING CORNER 209597457.073BUILDING CORNER 209607457.073BUILDING CORNER E 209617454.319UG ELECT. LINE B209627454.252UG ELECT. LINE 209637453.980UG ELECT. LINE 209647453.554UG ELECT. LINE 209657453.244UG ELECT. LINE E 209677454.941UG TELEPHONE MARKER B 209687456.057UG TELEPHONE MARKER 209697454.726UG TELEPHONE MARKER 209707454.588UG TELEPHONE MARKER 209717454.146UG TELEPHONE MARKER 209727454.184UG TELEPHONE MARKER 209737454.794UG TELEPHONE MARKER E 209747456.845" MISC. TREE 209757456.621" MISC. TREE 209767457.488" MISC. TREE 209777457.699" MISC. TREE 209787457.715" MISC. TREE 209797457.819" MISC. TREE 209807457.546" MISC. TREE 209817457.073EDGE OF BRICK B 209827456.831EDGE OF BRICK E 209837456.732EDGE OF BRICK B H2.0 V0 209847456.808EDGE OF BRICK H2.0 V0 209857457.034EDGE OF BRICK H2.0 V0 209867457.151EDGE OF BRICK H2.0 V0 209877457.134EDGE OF BRICK H2.0 V0 209887457.158EDGE OF BRICK H2.0 V0 209897457.073EDGE OF BRICK H2.0 V0 209907457.103EDGE OF BRICK H2.0 V0 209917456.920EDGE OF BRICK H2.0 V0 209927456.775EDGE OF BRICK H2.0 V0 209937456.781EDGE OF BRICK E H2.0 V0 209947457.005EDGE OF BRICK B 209957457.088EDGE OF BRICK 209967457.015EDGE OF BRICK R FF ELEV. = 7457.07± 209987455.529WATER VALVE E 209997456.029ELECTRIC BOX UGE B 210007454.029UG ELECT. LINE E 210077451.254GRADE BREAK B 210087451.239GRADE BREAK 210097451.211GRADE BREAK R 210107451.136AREA DRAIN STMM8 E 210117451.631GRADE BREAK B 210127451.700GRADE BREAK 210137451.641GRADE BREAK R 210147451.563AREA DRAIN 210157453.363UG ELECT. LINE B 210167453.433UG ELECT. LINE 210177453.384UG ELECT. LINE 210187453.041UG ELECT. LINE 210197453.521UG ELECT. LINE B 210207453.487UG ELECT. LINE 210217453.376UG ELECT. LINE 210227452.980UG ELECT. LINE 210237452.060UG ELECT. LINE 210247452.012UG ELECT. LINE 210257449.384UG ELECT. LINE210267449.390UG ELECT. LINE 210277449.059UG ELECT. LINE 210287449.086UG ELECT. LINE 210297448.873UG ELECT. LINE 210307449.279UG ELECT. LINE 210317449.272UG ELECT. LINE E 210327448.901UG ELECT. LINE 210337449.277UG ELECT. LINE 210347449.277UG ELECT. LINE E 210357450.919UG ELECT. LINE B 210367450.969UG TELEPHONE MARKER B 210377448.573UG TELEPHONE MARKER210387448.602UG ELECT. LINE 210397448.145UG TELEPHONE MARKER 210407447.998UG ELECT. LINE 210417447.733UG ELECT. LINE 210427448.050UG ELECT. LINE 210437447.805UG ELECT. LINE 210447447.758UG TELEPHONE MARKER 210457447.403UG TELEPHONE MARKER E 210467447.344UG ELECT. LINE E 210477459.364GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 210487459.599GUTTER E H.92 V-.1 H-.21 V.48 H-.58 V.5210497459.599EDGE OF ASPHALT B 210507459.364EDGE OF ASPHALT 210517459.262EDGE OF ASPHALT 210527459.233EDGE OF ASPHALT E 210537461.211UG ELECT. LINE B 210547460.580UG ELECT. LINE 210557460.942UG ELECT. LINE 210567460.651UG ELECT. LINE 210577461.182UG ELECT. LINE 210587460.839UG ELECT. LINE 210597460.997UG ELECT. LINE 210607460.994UG ELECT. LINE 210617460.989UG ELECT. LINE 210627460.972UG ELECT. LINE 210637461.262UG ELECT. LINE 210647461.262UG ELECT. LINE 210657461.149UG ELECT. LINE 210667461.171UG ELECT. LINE 210677461.419UG ELECT. LINE 210687461.294UG ELECT. LINE 210727461.574" MISC. TREE 210737459.195" MISC. TREE210747459.144" MISC. TREE 210757461.175" MISC. TREE 210767461.953" MISC. TREE 210867458.113EDGE OF ASPHALT POC210877457.945EDGE OF ASPHALT POC 210887457.700EDGE OF ASPHALT POC 210897457.454EDGE OF ASPHALT POC 210907457.251EDGE OF ASPHALT POC 210917457.033EDGE OF ASPHALT POC 210927456.776EDGE OF ASPHALT POC 210937456.600EDGE OF ASPHALT POC 210947456.495EDGE OF ASPHALT POC 210957456.382EDGE OF ASPHALT POC 210967456.297EDGE OF ASPHALT EC210977456.301EDGE OF ASPHALT 210987456.287EDGE OF ASPHALT 210997456.279EDGE OF ASPHALT 211007456.279GRADE BREAK B 211017456.279GRADE BREAK 211027456.379GRADE BREAK 211037456.379GRADE BREAK CLS 211047456.231EDGE OF ASPHALT E211057456.343GUTTER B 211067456.574GRADE BREAK B 211077456.681GRADE BREAK 211087456.366GUTTER 211097456.681GRADE BREAK E 211107456.681GRADE BREAK B 211117456.675GRADE BREAK 211127456.375GRADE BREAK E 211137456.373GUTTER 211147456.373GUTTER E 211167456.703EDGE OF ASPHALT SC 211177456.680EDGE OF ASPHALT POC 211187456.675EDGE OF ASPHALT POC 211197456.942EDGE OF ASPHALT POC 211207457.257EDGE OF ASPHALT POC 211467458.436GUTTER 211617457.227GUTTER POC H-.25 V.47 H-.58 V.5 POC H.42 V0 211627456.967GUTTER POC H-.25 V.47 H-.58 V.5 POC H.42 V0 211637456.753GUTTER POC H-.25 V.47 H-.58 V.5 POC H.42 V0 211647456.743GUTTER POC H-.25 V.47 H-.58 V.5 POC H.42 V0 211657456.740GUTTER EC H-.25 V.47 H-.58 V.5 POC H.42 V0 211777458.495EDGE OF CONCRETE POC H.5 V0211787458.281EDGE OF CONCRETE POC H.5 V0 211797458.097EDGE OF CONCRETE POC H.5 V0 211807457.849EDGE OF CONCRETE POC H.5 V0 211817457.668EDGE OF CONCRETE POC H.5 V0 211827457.426EDGE OF CONCRETE POC H.5 V0 211837457.214EDGE OF CONCRETE POC H.5 V0 211847457.005EDGE OF CONCRETE POC H.5 V0 211857456.868EDGE OF CONCRETE POC H.5 V0 211867456.780EDGE OF CONCRETE POC H.5 V0 211877456.716EDGE OF CONCRETE EC H.5 V0 211887456.699EDGE OF CONCRETE E H.5 V0 211897456.708EDGE OF CONCRETE B 211907456.732EDGE OF CONCRETE E D 211917457.288STORM DRAIN MANHOLE STMM5 E 211927460.447BUILDING CORNER B 211937461.349BUILDING CORNER 211947468.013BUILDING CORNER 211957467.966BUILDING CORNER 211967466.502BUILDING CORNER BLDC4 B 211977464.772BUILDING CORNER BLDC1 B 211997464.772BUILDING CORNER 212007464.772BUILDING CORNER R 212047464.164BUILDING CORNER B 212057464.164BUILDING CORNER BLDC3 212067456.681BUILDING CORNER R 212077464.783NATURAL GROUND NZ212097464.783BUILDING CORNER E 212107466.502BUILDING CORNER 212117466.502BUILDING CORNER R 212127461.428BUILDING CORNER B 212137461.556BUILDING CORNER 212147461.556BUILDING CORNER R 212177456.231AREA DRAIN 212477461.050STONE WALL H1 V0 212487460.394STONE WALL H1 V0 212497459.526STONE WALL H1 V0 212507459.808STONE WALL H1 V0 212517458.398STONE WALL H1 V0 212527458.336STONE WALL E H1 V0 SD SD S D C B L C B L C B L C B L C B L C B L C B L C B L C B L S D UG E UGE U G E U G E U G E U G E U G E U G E W W W W W W W W W W W W W W W W W W W W W W W W W W UGE UGE UGE UGE UGE UGE UGE U G E U G E U G E U G E UG E SS SS SS SS SS SS SS SS SD S D S D S D S D S D S D S D SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D S D S D SD W UGE UGE W W W W W W W W W W W W W CB L CB L CBL CBL CBL SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD UG E CB L C B L C B L C B L CBL CBL CBL CBL CBL UGE UGE UGE U G E U G E UG E U G E U G E 200057467.416OVERHANG B 200067460.447BUILDING CORNER B 200077459.174BUILDING CORNER E 200087467.293OVERHANG 200097459.952BUILDING CORNER B 200107457.007BUILDING CORNER 200117457.007BUILDING CORNER E 200127457.007OVERHANG 200137457.007OVERHANG 200147467.315OVERHANG 200157467.228OVERHANG 200167467.346OVERHANG 200177467.270OVERHANG E 200187456.731BUILDING CORNER B 200197455.951BUILDING CORNER B 200207456.725BUILDING CORNER B 200217456.731BUILDING CORNER 200227456.731BUILDING CORNER R 200237455.951BUILDING CORNER 200247455.951BUILDING CORNER R 200257456.725BUILDING CORNER 200267456.725BUILDING CORNER R 200277455.854GRADE BREAK B 200287456.684GRADE BREAK 200297456.333GRADE BREAK CLS 200307455.412GRADE BREAK B 200317456.019GRADE BREAK 200327455.782GRADE BREAK CLS 200337456.759EDGE OF CONCRETE B SC 200347456.716EDGE OF CONCRETE POC 200357456.655EDGE OF CONCRETE POC 200367456.592EDGE OF CONCRETE POC 200377456.526EDGE OF CONCRETE EC 200387456.374EDGE OF CONCRETE SC 200397456.091EDGE OF CONCRETE POC 200407455.822EDGE OF CONCRETE POC 200417455.595EDGE OF CONCRETE POC 200427455.491EDGE OF CONCRETE EC 200437454.912EDGE OF CONCRETE E 200447454.470EDGE OF CONCRETE B 200457454.864EDGE OF CONCRETE 200467455.914EDGE OF CONCRETE200477455.888EDGE OF CONCRETE 200487455.930EDGE OF CONCRETE SC 200497455.963EDGE OF CONCRETE POC 200507456.021EDGE OF CONCRETE POC 200517456.070EDGE OF CONCRETE EC 200527456.464EDGE OF CONCRETE 200537460.100EDGE OF CONCRETE 200547460.309EDGE OF CONCRETE 200557460.593EDGE OF CONCRETE SC 200567460.680EDGE OF CONCRETE POC 200577460.743EDGE OF CONCRETE POC 200587460.992EDGE OF CONCRETE POC 200597460.970EDGE OF CONCRETE POC 200607460.990EDGE OF CONCRETE POC 200617461.010EDGE OF CONCRETE EC 200627461.059EDGE OF CONCRETE SC 200637461.105EDGE OF CONCRETE POC 200647461.115EDGE OF CONCRETE POC 200657461.078EDGE OF CONCRETE EC 200667460.993EDGE OF CONCRETE E 200677461.072EDGE OF CONCRETE B H.38 V0 200687460.917EDGE OF CONCRETE H.38 V0 200697460.590EDGE OF CONCRETE H.42 V0 200707459.151EDGE OF CONCRETE H.42 V0 200717456.953EDGE OF CONCRETE H.42 V0 200727456.443EDGE OF CONCRETE SC H.42 V0 200737456.397EDGE OF CONCRETE POC H.42 V0 200747456.251EDGE OF CONCRETE POC H.42 V0 200757456.060EDGE OF CONCRETE POC H.42 V0200767455.875EDGE OF CONCRETE POC H.42 V0 200777455.643EDGE OF CONCRETE POC H.42 V0 200787455.537EDGE OF CONCRETE POC H.42 V0 200797455.393EDGE OF CONCRETE POC H.42 V0 200807455.412EDGE OF CONCRETE EC H.42 V0 200817455.807EDGE OF CONCRETE H.42 V0 200827455.092EDGE OF CONCRETE H.42 V0 200837454.942EDGE OF CONCRETE H.42 V0 200847453.663EDGE OF CONCRETE H.42 V0 200857452.843EDGE OF CONCRETE B 200867453.447EDGE OF CONCRETE 200877453.586EDGE OF CONCRETE 200887453.455EDGE OF CONCRETE 200897453.488EDGE OF CONCRETE E 200907453.335TOP OF BANK B 200917453.143TOP OF BANK 200927453.043TOP OF BANK 200937452.637TOP OF BANK 200947452.653TOP OF BANK 200957452.814TOP OF BANK 200967453.081TOP OF BANK 200977453.281TOP OF BANK 200987453.083TOP OF BANK 200997452.820TOP OF BANK 201007452.988TOP OF BANK 201017452.972TOP OF BANK E 201027452.338TOE OF BANK B 201037451.042TOE OF BANK 201047450.134TOE OF BANK 201057449.296TOE OF BANK 201067448.746TOE OF BANK 201077447.942TOE OF BANK 201087447.529TOE OF BANK 201097447.083TOE OF BANK 201107446.013TOE OF BANK 201117445.703TOE OF BANK 201127445.789TOE OF BANK 201137445.683TOE OF BANK 201147446.008TOE OF BANK 201157445.815TOE OF BANK 201167445.965TOE OF BANK 201177446.390TOE OF BANK E 201187447.437EDGE OF ASPHALT B 201197447.227EDGE OF ASPHALT 201207448.569EDGE OF ASPHALT 201217448.527LIGHT POLE 201227449.360EDGE OF ASPHALT 201237451.235EDGE OF ASPHALT 201247451.893EDGE OF ASPHALT E 201257452.069SPOT GRADE PAV 201267451.985EDGE OF ASPHALT B 201277453.241EDGE OF ASPHALT 201287454.397EDGE OF ASPHALT 201297454.498LIGHT POLE 201307455.907EDGE OF ASPHALT 201317457.571EDGE OF ASPHALT 201327458.945EDGE OF ASPHALT E 201337457.730EDGE OF GRAVEL B EOG1 B 201347457.549EDGE OF GRAVEL 201357457.700EDGE OF GRAVEL 201367458.078EDGE OF GRAVEL SC 201377458.325EDGE OF GRAVEL POC 201387458.543EDGE OF GRAVEL POC 201397458.628EDGE OF GRAVEL POC 201407458.509EDGE OF GRAVEL EC 201417457.392EDGE OF GRAVEL E 201427458.347EDGE OF GRAVEL 201437458.874EDGE OF GRAVEL SC 201447459.238EDGE OF GRAVEL POC 201457459.348EDGE OF GRAVEL POC 201467459.346EDGE OF GRAVEL POC 201477459.140EDGE OF GRAVEL EC 201487457.806EDGE OF GRAVEL E 201497456.859GRADE BREAK B 201507456.799GRADE BREAK 201517456.740GRADE BREAK 201527456.792GRADE BREAK CLS 201537459.028EDGE OF CONCRETE B H.92 V-.1 H-.21 V.48 H-.58 V.5 201547459.326EDGE OF CONCRETE 201557459.471EDGE OF CONCRETE POC 201567459.613EDGE OF CONCRETE 201577459.737EDGE OF CONCRETE E H.92 V-.1 H-.21 V.48 H-.58 V.5 201587459.682EDGE OF CONCRETE B 201597460.623EDGE OF CONCRETE 201607460.705EDGE OF CONCRETE 201617460.252EDGE OF CONCRETE 201627460.218EDGE OF CONCRETE 201637460.611EDGE OF CONCRETE 201647460.500EDGE OF CONCRETE 201657459.868EDGE OF CONCRETE E 201667459.749GUTTER B 201677460.501GUTTER SC 201687460.572GUTTER POC 201697460.635GUTTER EC 201707460.975GUTTER E 201717460.306GUTTER SC B G1 B SC 201727460.357GUTTER POC 201737460.427GUTTER POC 201747460.558GUTTER POC 201757460.639GUTTER POC201767460.713GUTTER POC 201777460.726GUTTER EC 201787461.030GUTTER E 201797460.231GUTTER POC 201807460.132GUTTER EC 201817460.070GUTTER E 201827460.124GRADE BREAK B 201837460.139GRADE BREAK 201847460.171GRADE BREAK 201857460.187GRADE BREAK CLS 201867460.097GUTTER B SC 201877460.159GUTTER POC 201887460.198GUTTER POC 201897460.219GUTTER EC E G SC B 201907460.260GUTTER POC 201917460.316GUTTER POC201927460.408GUTTER POC 201937460.463GUTTER POC 201947460.508GUTTER POC 201957460.515GUTTER EC 201967460.856GUTTER E 201977460.916GUTTER B 201987460.433GUTTER SC 201997460.395GUTTER POC202007460.375GUTTER EC 202017459.879GUTTER E 202027460.407GRADE BREAK B NZ 202037460.505GRADE BREAK NZ 202047460.529GRADE BREAK NZ 202057460.435GRADE BREAK CLS NZ 202067460.598GRADE BREAK B NZ 202077460.718GRADE BREAK NZ 202087460.745GRADE BREAK NZ 202097460.705GRADE BREAK CLS NZ 202107460.229EDGE OF CONCRETE B H.42 V0 202117461.017EDGE OF CONCRETE SC H.42 V0 202127461.021EDGE OF CONCRETE POC H.42 V0 202137461.032EDGE OF CONCRETE EC H.42 V0 202147460.955EDGE OF CONCRETE SC H.42 V0 GB B 202157461.043EDGE OF CONCRETE POC 202167461.065EDGE OF CONCRETE POC 202177461.179EDGE OF CONCRETE POC 202187461.311EDGE OF CONCRETE EC E 202197461.230EDGE OF CONCRETE B SC 202207461.221EDGE OF CONCRETE POC 202217461.232WATER VALVE 202227461.183EDGE OF CONCRETE POC 202237461.092EDGE OF CONCRETE POC 202247461.069EDGE OF CONCRETE EC H.42 V0 GB E 202257461.134EDGE OF CONCRETE SC H.42 V0202267461.119EDGE OF CONCRETE POC H.42 V0 202277461.114EDGE OF CONCRETE POC H.42 V0 202287460.998EDGE OF CONCRETE POC H.42 V0 202297460.953EDGE OF CONCRETE POC H.42 V0 202307460.866EDGE OF CONCRETE POC H.42 V0 202317460.851EDGE OF CONCRETE POC H.42 V0 202327460.551EDGE OF CONCRETE EC H.42 V0202337460.027EDGE OF CONCRETE GB B 202347460.247GRADE BREAK E 202357460.081EDGE OF CONCRETE GB B 202367460.229GRADE BREAK E 202377460.763EDGE OF CONCRETE SC H.42 V0 202387460.759EDGE OF CONCRETE POC H.42 V0 202397460.868EDGE OF CONCRETE POC H.42 V0 202407461.107EDGE OF CONCRETE EC E H.42 V0 202417460.581GUTTER B SC 202427460.446GUTTER POC 202437460.326GUTTER POC 202447460.306GUTTER EC E 202457460.730EDGE OF CONCRETE B SC 202467460.562EDGE OF CONCRETE POC 202477460.404EDGE OF CONCRETE POC 202487460.385EDGE OF CONCRETE POC 202497460.320EDGE OF CONCRETE POC 202507460.261EDGE OF CONCRETE EC 202517460.142EDGE OF CONCRETE SC 202527460.222EDGE OF CONCRETE POC 202537460.355EDGE OF CONCRETE POC 202547460.487EDGE OF CONCRETE POC 202557460.422EDGE OF CONCRETE EC 202567460.281EDGE OF CONCRETE 202577460.302EDGE OF CONCRETE 202587460.368EDGE OF CONCRETE SC 202597460.374EDGE OF CONCRETE POC 202607460.517EDGE OF CONCRETE POC 202617460.527EDGE OF CONCRETE POC 202627460.664EDGE OF CONCRETE POC 202637460.766EDGE OF CONCRETE EC 202647460.818EDGE OF CONCRETE 202727461.052EDGE OF CONCRETE B 202737461.396EDGE OF CONCRETE 202837461.519EDGE OF CONCRETE POC 202847461.522EDGE OF CONCRETE POC 202857461.228EDGE OF CONCRETE POC 202867461.175EDGE OF CONCRETE POC 202877461.065EDGE OF CONCRETE POC 202887461.000EDGE OF CONCRETE EC 202897461.091EDGE OF CONCRETE 202907461.060EDGE OF CONCRETE E 202917461.021ELECTRIC MANHOLE 202927461.033EDGE OF CONCRETE 202937461.041EDGE OF CONCRETE SC 202947461.185EDGE OF CONCRETE POC 202957461.166EDGE OF CONCRETE POC 202967461.020EDGE OF CONCRETE POC 202977460.926EDGE OF CONCRETE EC H.42 V0 GB B 202987460.852EDGE OF CONCRETE SC H.42 V0 202997460.853EDGE OF CONCRETE POC H.42 V0203007460.848EDGE OF CONCRETE EC H.42 V0 203017460.354EDGE OF CONCRETE E H.42 V0 203027460.797EDGE OF CONCRETE B 203037461.135EDGE OF CONCRETE SC 203047461.037EDGE OF CONCRETE POC 203057460.936EDGE OF CONCRETE EC 203067460.733EDGE OF CONCRETE B 203077460.758EDGE OF CONCRETE 203087460.707EDGE OF CONCRETE 203097460.700EDGE OF CONCRETE EOC E 203107460.681EDGE OF CONCRETE E EOC B H.42 V0 203117460.865EDGE OF CONCRETE SC H.42 V0 203127460.796EDGE OF CONCRETE POC H.42 V0 203137460.792EDGE OF CONCRETE POC H.42 V0 203147460.695EDGE OF CONCRETE EC H.42 V0 203157460.559EDGE OF CONCRETE H.42 V0 203167459.961EDGE OF CONCRETE GB 1 B 203177460.185GRADE BREAK 1 E 203187459.953EDGE OF CONCRETE GB 1 B 203197460.159GRADE BREAK 1 E 203207460.663EDGE OF CONCRETE SC H.42 V0 203217460.698EDGE OF CONCRETE POC H.42 V0 203227460.824EDGE OF CONCRETE POC H.42 V0203237460.858EDGE OF CONCRETE POC H.42 V0 203247460.937EDGE OF CONCRETE POC H.42 V0203257460.947EDGE OF CONCRETE POC H.42 V0 203267460.963EDGE OF CONCRETE EC H.42 V0 203277460.874EDGE OF CONCRETE SC H.42 V0 GB E 203287460.882EDGE OF CONCRETE POC 203297461.076SPOT GRADE PAV 203307461.076EDGE OF CONCRETE EC 203317460.792EDGE OF CONCRETE E 203407460.988EDGE OF CONCRETE H.42 V0 203417461.085EDGE OF CONCRETE SC H.42 V0 203427460.967EDGE OF CONCRETE POC H.42 V0 203437460.883EDGE OF CONCRETE POC H.42 V0 203447460.859EDGE OF CONCRETE POC H.42 V0 203457460.715EDGE OF CONCRETE POC H.42 V0 203467460.691EDGE OF CONCRETE EC H.42 V0 203477460.733EDGE OF CONCRETE E H.42 V0 203487460.236GUTTER SC B 203497460.377GUTTER POC 203507460.397GUTTER POC 203517460.357GUTTER EC 203527460.175GUTTER 203537460.129GUTTER E 203547460.119GUTTER B 203557460.202GUTTER SC 203567460.303GUTTER POC 203577460.410GUTTER POC 203587460.481GUTTER POC 203597460.548GUTTER POC 203607460.667GUTTER EC 203617460.713GUTTER 203707461.227ROAD CL POC 203717461.031ROAD CL POC 203727460.910ROAD CL POC 203737460.726ROAD CL POC 203747460.569ROAD CL POC 203757460.514ROAD CL POC 203767460.661ROAD CL POC 203777460.881ROAD CL EC E D 203787451.709STORM DRAIN MANHOLE STMM5 B 203797444.585AREA DRAIN STMM5 203807444.557EDGE OF CONCRETE CIR 203817444.616EDGE OF CONCRETE 203827444.628EDGE OF CONCRETE 203837449.685AREA DRAIN STMM5 203847456.693AREA DRAIN STMM5 D 203857460.363STORM DRAIN MANHOLE STMM5 E 7457.91 NOMATCH STIV 203877460.269AREA DRAIN203887460.277GRADE BREAK B 203897460.283GRADE BREAK 203907460.300GRADE BREAK 203917460.286GRADE BREAK CLS D 203927460.541STORM DRAIN MANHOLE STMM4 B STMM5 B 203937459.387AREA DRAIN 203947459.417GRADE BREAK B 203957459.389GRADE BREAK 203967459.390GRADE BREAK 203977459.447GRADE BREAK CLS7456.69 NOMATCH STIV 203997460.023AREA DRAIN STMM4 E 204007460.083AREA DRAIN STMM7 B 204067461.553LIGHT POLE 204077461.262LIGHT POLE 204087461.306LIGHT POLE D 204097460.525STORM DRAIN MANHOLE STMM5 STMM7 E 204107461.056LIGHT POLE 204117460.903WATER VALVE 204127465.266FIRE HYDRANT 204137461.211LIGHT POLE 204147459.852GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 204157459.233GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 204167459.252GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 204177459.262GUTTER E H.92 V-.1 H-.21 V.48 H-.58 V.5 204187459.599GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 204197459.436GUTTER SC H.92 V-.1 H-.21 V.48 H-.58 V.5 204207459.426GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204217459.417GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5204227459.418GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204237459.385GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204247459.623GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204257459.786GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204267459.863GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204277459.943GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204287460.092GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204297460.311GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204307460.385GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204317460.460GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204327460.522GUTTER EC H.92 V-.1 H-.21 V.48 H-.58 V.5 204337460.874GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 204347461.015GUTTER E H.92 V-.1 H-.21 V.48 H-.58 V.5 204357460.969" MISC. TREE 204367461.143" MISC. TREE 204377457.231GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 204387457.149GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 204397456.725GUTTER SC H.92 V-.1 H-.21 V.48 H-.58 V.5 204407456.750GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204417456.686GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5204427456.670GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204437456.725GUTTER EC H.92 V-.1 H-.21 V.48 H-.58 V.5 204447457.800GUTTER SC H.92 V-.1 H-.21 V.48 H-.58 V.5 204457457.896GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204467457.881GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204477457.825GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204487457.804GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204497457.758GUTTER POC H.92 V-.1 H-.21 V.48 H-.58 V.5 204507457.681GUTTER EC H.92 V-.1 H-.21 V.48 H-.58 V.5 204517457.360GUTTER CLS H.92 V-.1 H-.21 V.48 H-.58 V.5 204527457.564LIGHT POLE 204537453.227GUTTER B 204547453.418EDGE OF CONCRETE B 204557453.249EDGE OF CONCRETE B 204567452.533EDGE OF CONCRETE 204577452.298GUTTER 204587452.558EDGE OF CONCRETE 204597451.892EDGE OF CONCRETE E 204607451.768GUTTER E 204617452.022EDGE OF CONCRETE E 204627453.218EDGE OF CONCRETE SC B 204637453.392EDGE OF CONCRETE POC204647453.114EDGE OF CONCRETE POC 204657453.089EDGE OF CONCRETE POC 204667453.096EDGE OF CONCRETE POC 204677453.112EDGE OF CONCRETE EC 204687452.959EDGE OF CONCRETE SC204697452.885EDGE OF CONCRETE POC 204707452.827EDGE OF CONCRETE POC 204717452.844EDGE OF CONCRETE POC 204727452.987EDGE OF CONCRETE EC CLSE204737453.092ELECTRIC BOX /KEY PAD GARAGE 204747453.220EDGE OF CONCRETE B 204757454.470EDGE OF CONCRETE E 204767453.219GUTTER B 204777454.470GUTTER E 204787456.759EDGE OF CONCRETE B 204797456.926EDGE OF CONCRETE 204807456.892EDGE OF CONCRETE204817456.892EDGE OF CONCRETE204827456.892EDGE OF CONCRETE 204837456.689EDGE OF CONCRETE 204847456.689EDGE OF CONCRETE 204857456.638EDGE OF CONCRETE204867456.638EDGE OF CONCRETE 204877456.670EDGE OF CONCRETE 204887456.672EDGE OF CONCRETE 204897456.671EDGE OF CONCRETE 204907456.699EDGE OF CONCRETE 204917456.724EDGE OF CONCRETE 204927457.032EDGE OF CONCRETE E 204937467.270OVERHANG B 204947468.089OVERHANG E 204957457.007BUILDING CORNER B 204967468.089BUILDING CORNER 204977464.287NATURAL GROUND NZ 204987465.808NATURAL GROUND NZ 204997464.287BUILDING CORNER 205007466.125BUILDING CORNER 205017448.943GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 205027448.825GUTTER 205047448.757GUTTER POC 205057448.819GUTTER 205067449.177GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205077449.094GUTTER CLS H.92 V-.1 H-.21 V.48 H-.58 V.5 205087449.329LIGHT POLE 205097447.437EDGE OF ASPHALT B 205107448.230EDGE OF ASPHALT 205117448.435EDGE OF ASPHALT 205127448.946EDGE OF ASPHALT 205137449.262EDGE OF ASPHALT 205147448.989EDGE OF ASPHALT 205157449.201EDGE OF ASPHALT 205167449.094EDGE OF ASPHALT 205177449.030EDGE OF ASPHALT 205187449.274EDGE OF ASPHALT 205197450.222EDGE OF ASPHALT 205207450.476EDGE OF ASPHALT 205217450.969EDGE OF ASPHALT 205227451.167EDGE OF ASPHALT 205237451.250EDGE OF ASPHALT 205247452.213EDGE OF ASPHALT 205257452.686EDGE OF ASPHALT 205267453.186EDGE OF ASPHALT 205277453.816EDGE OF ASPHALT 205287454.440EDGE OF ASPHALT 205297454.718EDGE OF ASPHALT 205307454.899EDGE OF ASPHALT 205317455.142EDGE OF ASPHALT 205327455.309EDGE OF ASPHALT 205337455.483EDGE OF ASPHALT E 205347455.389EDGE OF ASPHALT B 205357455.281EDGE OF ASPHALT 205367455.204EDGE OF ASPHALT 205377455.031EDGE OF ASPHALT 205387454.532EDGE OF ASPHALT 205397453.055EDGE OF ASPHALT 205407452.690EDGE OF ASPHALT 205417452.474EDGE OF ASPHALT 205427452.248EDGE OF ASPHALT 205437451.822EDGE OF ASPHALT 205447451.283EDGE OF ASPHALT 205457450.910EDGE OF ASPHALT E 205467450.898GUTTER B H-.92 V-.1 H.21 V.48 H.58 V.5 205477450.787GUTTER H-.92 V-.1 H.21 V.48 H.58 V.5 205487450.787GUTTER E H-.92 V-.1 H.21 V.48 H.58 V.5 205497450.542GUTTER B H-.92 V-.1 H.21 V.48 H.58 V.5 205507450.731GUTTER H-.92 V-.1 H.21 V.48 H.58 V.5 205517450.744GUTTER H-.92 V-.1 H.21 V.48 H.58 V.5 205527449.832GUTTER H-.92 V-.1 H.21 V.48 H.58 V.5 205537450.178GUTTER E H-.92 V-.1 H.21 V.48 H.58 V.5 205547447.909LIGHT POLE 205557451.905LIGHT POLE 205567455.483NATURAL GROUND NZ 0.75 205577453.235GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 205587453.181GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205597452.254GUTTER 205617452.343GUTTER POC 205627452.064GUTTER 205637452.177GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205647451.550GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205657446.974GUTTER E H.92 V-.1 H-.21 V.48 H-.58 V.5 205667450.990LIGHT POLE 205677456.425OVERHANG B 205687456.459OVERHANG E 205697446.280GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 205707446.308GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205717446.719GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205727449.814GUTTER H.92 V-.1 H-.21 V.48 H-.58 V.5 205737450.178GUTTER E H.92 V-.1 H-.21 V.48 H-.58 V.5 205747445.899EDGE OF CONCRETE B FF ELEV. = 7445.52± 205767445.413EDGE OF CONCRETE B 205777445.578EDGE OF CONCRETE EOC2 B 205787445.505EDGE OF CONCRETE 205797445.564EDGE OF CONCRETE 205807445.591EDGE OF CONCRETE 205817448.452EDGE OF CONCRETE 205827448.174EDGE OF CONCRETE 205837445.879EDGE OF CONCRETE EOC E 205847445.579EDGE OF CONCRETE E EOC1 205857445.624EDGE OF CONCRETE 205867445.593EDGE OF CONCRETE205877445.593EDGE OF CONCRETE 205887445.595EDGE OF CONCRETE FF ELEV. = 7445.55± 205907445.537EDGE OF CONCRETE CLS 205927445.391GRADE BREAK B 205937445.443GRADE BREAK 205947445.513GRADE BREAK 205957445.539GRADE BREAK CLS 205967445.499EDGE OF CONCRETE B 205977445.613EDGE OF CONCRETE E 205987456.670EDGE OF CONCRETE E 205997455.335NATURAL GROUND NZ 206007455.336NATURAL GROUND NZ 206017455.335BUILDING CORNER 206027455.336BUILDING CORNER206037455.336BUILDING CORNER 206047455.321BUILDING CORNER 206057455.321BUILDING CORNER 206067455.321BUILDING CORNER 206077455.321BUILDING CORNER 206087455.738BUILDING CORNER E /CONTINUES UNDERGROUND 206097453.607SIGN 206107453.877SIGN 206117454.025SIGN 206127453.920SIGN 206137454.283SIGN 206147454.747SIGN 206157456.472" MISC. TREE 206167453.033" MISC. TREE 206177453.750" MISC. TREE 206187453.395" MISC. TREE 206197450.027" MISC. TREE 206207449.354" MISC. TREE 206217449.780" MISC. TREE 206227452.823" MISC. TREE 206237451.346" MISC. TREE 206247452.785" MISC. TREE 206257453.986LIGHT POLE 206267454.121LIGHT POLE 206277453.574LIGHT POLE 206287453.633LIGHT POLE 206297454.271LIGHT POLE 206307453.566LIGHT POLE 206317454.289" MISC. TREE 206327454.439" MISC. TREE 206337454.295" MISC. TREE 206347454.187" MISC. TREE 206367453.497EDGE OF CONCRETE CIR 206377453.497EDGE OF CONCRETE 206387453.509EDGE OF CONCRETE 206397453.600EDGE OF CONCRETE B 206407453.627EDGE OF CONCRETE 206417453.596EDGE OF CONCRETE R 206427466.125BUILDING CORNER206437466.125BUILDING CORNER 206447443.531AREA DRAIN TRENCH B 206457443.643AREA DRAIN TRENCH E 206467456.873CONC. WALL B H.67 V0 206477456.860CONC. WALL H.67 V0 206487456.799CONC. WALL H.67 V0 206497456.547CONC. WALL H.67 V0 206517457.077WOOD FENCE B 206527456.871EDGE OF BRICK B 206537456.872EDGE OF BRICK 206547456.795EDGE OF BRICK 206557456.782EDGE OF BRICK 206567456.865EDGE OF BRICK 206577456.883EDGE OF BRICK 206587456.673EDGE OF BRICK 206597456.868WOOD FENCE 206607457.098WOOD FENCE 206617457.006EDGE OF BRICK 206627457.134EDGE OF BRICK206637457.132WOOD FENCE 206647456.959WOOD FENCE 206657456.851EDGE OF BRICK 206667457.077EDGE OF BRICK 206677457.074WOOD FENCE 206687457.278EDGE OF BRICK EOB1 B206697457.206WOOD FENCE 206707457.095WOOD FENCE 206717457.175EDGE OF BRICK 206727456.947EDGE OF BRICK CLS206737456.947WOOD FENCE E 206747458.333" MISC. TREE 206757458.331" MISC. TREE 206767458.274" MISC. TREE 206777458.112" MISC. TREE 206787457.224" MISC. TREE 206797456.733UG ELECT. LINE B 206807456.693UG ELECT. LINE206817456.713UG ELECT. LINE 206827456.653UG ELECT. LINE 206837452.747UG ELECT. LINE 206847452.109UG ELECT. LINE E 206857455.373EDGE OF CONCRETE B 206867455.389EDGE OF CONCRETE 206877455.397EDGE OF CONCRETE 206887455.199EDGE OF CONCRETE SC 206897455.123EDGE OF CONCRETE POC 206907454.887EDGE OF CONCRETE POC 206917454.502EDGE OF CONCRETE POC 206927454.184EDGE OF CONCRETE POC 206937453.926NATURAL GROUND 206947453.931EDGE OF CONCRETE B SC 206957453.926EDGE OF CONCRETE EC E 206967454.175EDGE OF CONCRETE POC 206977454.388EDGE OF CONCRETE POC 206987454.538EDGE OF CONCRETE POC 206997454.849EDGE OF CONCRETE POC 207007455.117NATURAL GROUND 207017455.117EDGE OF CONCRETE POC 207027455.117EDGE OF CONCRETE POC 207037455.832EDGE OF CONCRETE EC 207047455.991EDGE OF CONCRETE 207057456.334EDGE OF CONCRETE SC 207067456.689EDGE OF CONCRETE POC 207077456.861EDGE OF CONCRETE POC 207087456.951EDGE OF CONCRETE EC 207097457.037EDGE OF CONCRETE 207107457.014EDGE OF CONCRETE 207117456.965EDGE OF CONCRETE SC 207127456.890EDGE OF CONCRETE POC 207137456.812EDGE OF BRICK 207147456.796EDGE OF BRICK 207157457.175EDGE OF BRICK E 207167457.083EDGE OF CONCRETE POC 207177456.577EDGE OF CONCRETE POC 207187456.344EDGE OF CONCRETE POC 207197455.969EDGE OF CONCRETE POC 207207455.702EDGE OF CONCRETE POC 207217454.856NATURAL GROUND 207227455.417EDGE OF CONCRETE POC 207237455.117NATURAL GROUND 207247455.283NATURAL GROUND 207257455.383EDGE OF CONCRETE POC 207267455.373EDGE OF CONCRETE EC E 207277455.146" MISC. TREE 207287455.227" MISC. TREE 207297454.989" MISC. TREE 207307454.742" MISC. TREE 207317454.524" MISC. TREE 207327453.479EDGE OF ASPHALT SC B 207337453.731EDGE OF ASPHALT POC207347453.829EDGE OF ASPHALT POC 207357453.856EDGE OF ASPHALT POC 207367453.873EDGE OF ASPHALT EC 207377454.105EDGE OF ASPHALT 207387454.227EDGE OF ASPHALT SC 207397454.223EDGE OF ASPHALT POC 207407454.159EDGE OF ASPHALT POC 207417454.095EDGE OF ASPHALT EC 207427453.865EDGE OF ASPHALT SC 207437453.764EDGE OF ASPHALT POC 207447453.542EDGE OF ASPHALT POC 207457453.549EDGE OF ASPHALT EC 207467453.574EDGE OF ASPHALT 207477453.589EDGE OF ASPHALT 207487453.580EDGE OF ASPHALT 207497453.567EDGE OF ASPHALT207507453.631EDGE OF ASPHALT207517453.646EDGE OF ASPHALT207527453.618EDGE OF ASPHALT 207537453.602EDGE OF ASPHALT 207547453.561EDGE OF ASPHALT 207557453.552EDGE OF ASPHALT 207567453.634EDGE OF ASPHALT 207577453.804EDGE OF ASPHALT SC 207587453.912EDGE OF ASPHALT POC 207597454.040EDGE OF ASPHALT POC 207607454.093EDGE OF ASPHALT POC 207617454.102EDGE OF ASPHALT EC 207627454.145EDGE OF ASPHALT 207637454.089EDGE OF ASPHALT 207647454.120EDGE OF ASPHALT 207657454.080EDGE OF ASPHALT 207667453.932EDGE OF ASPHALT 207677453.792EDGE OF ASPHALT 207687453.541EDGE OF ASPHALT 207697453.227EDGE OF ASPHALT 207707452.997EDGE OF ASPHALT 207717452.887EDGE OF ASPHALT SC 207727452.849EDGE OF ASPHALT POC 207737452.833EDGE OF ASPHALT POC 207747452.817EDGE OF ASPHALT EC 207757452.843EDGE OF ASPHALT 207767452.823EDGE OF ASPHALT E 207787452.679EDGE OF ASPHALT 207797452.702EDGE OF ASPHALT 207807452.716EDGE OF ASPHALT SC 207817452.708EDGE OF ASPHALT POC 207827452.675EDGE OF ASPHALT POC 207837452.621EDGE OF ASPHALT EC E 207847452.965WATER VALVE 207857454.268FIRE HYDRANT 207867452.769UG WATER LINE B 207877452.891UG ELECT. LINE B 207887452.901UG ELECT. LINE 207897452.980UG ELECT. LINE 207907453.076UG WATER LINE UGW1 B 207917452.454UG WATER LINE E 207927453.492UG ELECT. LINE 207937453.590UG ELECT. LINE 207947453.851UG ELECT. LINE 207957454.023UG WATER LINE 207967453.946UG ELECT. LINE 207977454.082UG ELECT. LINE 207987454.127UG ELECT. LINE 207997454.086UG ELECT. LINE 208007454.271UG ELECT. LINE 208017454.052UG ELECT. LINE 208027454.144UG ELECT. LINE 208037454.110UG ELECT. LINE 208047454.038UG ELECT. LINE 208057453.958UG ELECT. LINE 208067453.859UG ELECT. LINE 208077453.599UG ELECT. LINE 208087453.543UG ELECT. LINE 208097453.521UG ELECT. LINE 208107453.559UG WATER LINE 208117453.502UG ELECT. LINE 208127453.387UG ELECT. LINE 208137453.343UG ELECT. LINE 208147453.764UG ELECT. LINE 208157453.905UG ELECT. LINE 208167453.957UG ELECT. LINE 208177454.132UG ELECT. LINE 208187454.123UG ELECT. LINE 208197454.182UG ELECT. LINE 208207453.970UG ELECT. LINE 208217453.953UG ELECT. LINE 208227453.795UG ELECT. LINE 208237453.795UG ELECT. LINE 208247453.479UG ELECT. LINE 208257453.561UG ELECT. LINE 208267453.502UG ELECT. LINE 208277453.504UG ELECT. LINE 208287453.266UG ELECT. LINE E 208297453.039EDGE OF ASPHALT B 208307453.185EDGE OF ASPHALT 208317453.350EDGE OF ASPHALT 208327453.380EDGE OF ASPHALT 208337453.465EDGE OF ASPHALT 208347453.589EDGE OF ASPHALT 208357453.689EDGE OF ASPHALT 208367454.333UG WATER LINE E 208377453.758EDGE OF ASPHALT SC 208387453.832EDGE OF ASPHALT POC 208397453.871EDGE OF ASPHALT POC 208407453.841EDGE OF ASPHALT POC 208417453.870EDGE OF ASPHALT POC 208427453.813EDGE OF ASPHALT EC 208437453.597EDGE OF ASPHALT SC 208447453.545EDGE OF ASPHALT POC 208457453.372EDGE OF ASPHALT POC 208467453.305EDGE OF ASPHALT POC 208477453.266EDGE OF ASPHALT EC 208487453.287EDGE OF ASPHALT 208497453.481EDGE OF ASPHALT SC 208507453.760EDGE OF ASPHALT POC 208517453.849EDGE OF ASPHALT POC 208527453.835EDGE OF ASPHALT EC 208537453.818EDGE OF ASPHALT 208547453.649EDGE OF ASPHALT 208557453.430EDGE OF ASPHALT SC 208567453.223EDGE OF ASPHALT POC 208577452.973EDGE OF ASPHALT POC 208587452.831EDGE OF ASPHALT EC E 208597453.615UG TELEPHONE MARKER B 208607453.825UG TELEPHONE MARKER 208617453.825UG TELEPHONE MARKER 208627453.972UG TELEPHONE MARKER 208637453.701UG TELEPHONE MARKER 208647453.546UG TELEPHONE MARKER 208657453.569UG TELEPHONE MARKER 208667453.758UG TELEPHONE MARKER E 208677454.103WATER VALVE 208687453.926EDGE OF CONCRETE SC B 208697454.055WATER VALVE 208707453.617WATER VALVE 208717454.026WATER VALVE 208727454.026WATER VALVE D 208747453.599STORM DRAIN MANHOLE STMM1 STMM8 B S 208757453.397SAN. SEWER MANHOLE SAMM B 208767453.816EDGE OF CONCRETE POC208777453.791EDGE OF CONCRETE EC 208787453.720EDGE OF CONCRETE 208797453.479EDGE OF CONCRETE SC 208807453.407EDGE OF CONCRETE POC 208817453.301EDGE OF CONCRETE POC 208827453.222EDGE OF CONCRETE POC 208837453.112EDGE OF CONCRETE POC 208847453.039EDGE OF CONCRETE POC 208857452.983EDGE OF CONCRETE EC E 208867453.931EDGE OF CONCRETE B SC 208877453.902EDGE OF CONCRETE POC 208887453.894EDGE OF CONCRETE POC 208897453.910EDGE OF CONCRETE POC 208907453.875EDGE OF CONCRETE EC 208917454.029EDGE OF CONCRETE 208927454.291EDGE OF CONCRETE 208937454.002EDGE OF CONCRETE 208947453.944EDGE OF CONCRETE 208957454.400EDGE OF CONCRETE EOC1 B 208967453.944EDGE OF CONCRETE 208977454.549EDGE OF CONCRETE R 208987454.521EDGE OF CONCRETE SC 208997454.689EDGE OF CONCRETE POC 209007454.829EDGE OF CONCRETE POC 209017454.955EDGE OF CONCRETE POC 209027455.163EDGE OF CONCRETE POC 209037455.354EDGE OF CONCRETE POC 209047455.051EDGE OF CONCRETE B 209057454.865EDGE OF CONCRETE SC 209067454.848EDGE OF CONCRETE POC 209077454.864EDGE OF CONCRETE POC 209087454.963EDGE OF CONCRETE EC 209097455.018EDGE OF CONCRETE SC 209107455.210EDGE OF CONCRETE POC 209117455.391EDGE OF CONCRETE POC 209127455.643EDGE OF CONCRETE POC 209137456.044EDGE OF CONCRETE EC E 209147455.743EDGE OF CONCRETE POC 209157456.144EDGE OF CONCRETE EC E 209167454.297AREA DRAIN STMM1 E 209177454.456GRADE BREAK B 209187454.445GRADE BREAK 209197454.473GRADE BREAK R 209207454.845EDGE OF CONCRETE B 209217454.164EDGE OF CONCRETE SC 209227453.978EDGE OF CONCRETE POC 209237453.823EDGE OF CONCRETE POC 209247453.702EDGE OF CONCRETE POC 209257453.641EDGE OF CONCRETE POC 209267453.593EDGE OF CONCRETE EC 209277453.593EDGE OF CONCRETE E 209287454.922UG ELECT. LINE B E 209297454.488ELECTRIC BOX UGE 209307454.753UG ELECT. LINE 209317454.423LIGHT POLE UGE 209327453.825UG ELECT. LINE 209337453.862LIGHT POLE UGE 209347453.826UG ELECT. LINE 209357453.622UG ELECT. LINE UGE1 B E 209367454.489ELECTRIC BOX UGE1 E 209377453.753LIGHT POLE UGE E C 209387454.794COMM BOX UGT B 209397453.993UG TELEPHONE MARKER 209407453.737UG TELEPHONE MARKER E 209417457.057" MISC. TREE 209427457.453" MISC. TREE 209437456.546" MISC. TREE 209447457.615" MISC. TREE 209457457.609" MISC. TREE209467457.626" MISC. TREE 209477459.266" MISC. TREE 209487459.770" MISC. TREE 209497460.233" MISC. TREE 209507457.073BUILDING CORNER 209517456.966BUILDING CORNER E 209527456.929EDGE OF CONCRETE B 209537456.672EDGE OF CONCRETE 209547456.679EDGE OF CONCRETE 209557456.804EDGE OF CONCRETE E 209577457.073BUILDING CORNER B 209587457.073BUILDING CORNER 209597457.073BUILDING CORNER 209607457.073BUILDING CORNER E 209617454.319UG ELECT. LINE B209627454.252UG ELECT. LINE 209637453.980UG ELECT. LINE 209647453.554UG ELECT. LINE 209657453.244UG ELECT. LINE E 209677454.941UG TELEPHONE MARKER B 209687456.057UG TELEPHONE MARKER 209697454.726UG TELEPHONE MARKER 209707454.588UG TELEPHONE MARKER 209717454.146UG TELEPHONE MARKER 209727454.184UG TELEPHONE MARKER 209737454.794UG TELEPHONE MARKER E 209747456.845" MISC. TREE 209757456.621" MISC. TREE 209767457.488" MISC. TREE 209777457.699" MISC. TREE 209787457.715" MISC. TREE 209797457.819" MISC. TREE 209807457.546" MISC. TREE 209817457.073EDGE OF BRICK B 209827456.831EDGE OF BRICK E 209837456.732EDGE OF BRICK B H2.0 V0 209847456.808EDGE OF BRICK H2.0 V0 209857457.034EDGE OF BRICK H2.0 V0 209867457.151EDGE OF BRICK H2.0 V0 209877457.134EDGE OF BRICK H2.0 V0 209887457.158EDGE OF BRICK H2.0 V0 209897457.073EDGE OF BRICK H2.0 V0 209907457.103EDGE OF BRICK H2.0 V0 209917456.920EDGE OF BRICK H2.0 V0 209927456.775EDGE OF BRICK H2.0 V0 209937456.781EDGE OF BRICK E H2.0 V0 209947457.005EDGE OF BRICK B 209957457.088EDGE OF BRICK 209967457.015EDGE OF BRICK R FF ELEV. = 7457.07± 209987455.529WATER VALVE E 209997456.029ELECTRIC BOX UGE B 210007454.029UG ELECT. LINE E 210077451.254GRADE BREAK B 210087451.239GRADE BREAK 210097451.211GRADE BREAK R 210107451.136AREA DRAIN STMM8 E 210117451.631GRADE BREAK B 210127451.700GRADE BREAK 210137451.641GRADE BREAK R 210147451.563AREA DRAIN 210157453.363UG ELECT. LINE B 210167453.433UG ELECT. LINE 210177453.384UG ELECT. LINE 210187453.041UG ELECT. LINE 210197453.521UG ELECT. LINE B 210207453.487UG ELECT. LINE 210217453.376UG ELECT. LINE 210227452.980UG ELECT. LINE 210237452.060UG ELECT. LINE 210247452.012UG ELECT. LINE 210257449.384UG ELECT. LINE210267449.390UG ELECT. LINE 210277449.059UG ELECT. LINE 210287449.086UG ELECT. LINE 210297448.873UG ELECT. LINE 210307449.279UG ELECT. LINE 210317449.272UG ELECT. LINE E 210327448.901UG ELECT. LINE 210337449.277UG ELECT. LINE 210347449.277UG ELECT. LINE E 210357450.919UG ELECT. LINE B 210367450.969UG TELEPHONE MARKER B 210377448.573UG TELEPHONE MARKER210387448.602UG ELECT. LINE 210397448.145UG TELEPHONE MARKER 210407447.998UG ELECT. LINE 210417447.733UG ELECT. LINE 210427448.050UG ELECT. LINE 210437447.805UG ELECT. LINE 210447447.758UG TELEPHONE MARKER 210457447.403UG TELEPHONE MARKER E 210467447.344UG ELECT. LINE E 210477459.364GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 210487459.599GUTTER E H.92 V-.1 H-.21 V.48 H-.58 V.5210497459.599EDGE OF ASPHALT B 210507459.364EDGE OF ASPHALT 210517459.262EDGE OF ASPHALT 210527459.233EDGE OF ASPHALT E 210537461.211UG ELECT. LINE B 210547460.580UG ELECT. LINE 210557460.942UG ELECT. LINE 210567460.651UG ELECT. LINE 210577461.182UG ELECT. LINE 210587460.839UG ELECT. LINE 210597460.997UG ELECT. LINE 210607460.994UG ELECT. LINE 210617460.989UG ELECT. LINE 210627460.972UG ELECT. LINE 210637461.262UG ELECT. LINE 210647461.262UG ELECT. LINE 210657461.149UG ELECT. LINE 210667461.171UG ELECT. LINE 210677461.419UG ELECT. LINE 210687461.294UG ELECT. LINE 210727461.574" MISC. TREE 210737459.195" MISC. TREE210747459.144" MISC. TREE 210757461.175" MISC. TREE 210767461.953" MISC. TREE 210867458.113EDGE OF ASPHALT POC210877457.945EDGE OF ASPHALT POC 210887457.700EDGE OF ASPHALT POC 210897457.454EDGE OF ASPHALT POC 210907457.251EDGE OF ASPHALT POC 210917457.033EDGE OF ASPHALT POC 210927456.776EDGE OF ASPHALT POC 210937456.600EDGE OF ASPHALT POC 210947456.495EDGE OF ASPHALT POC 210957456.382EDGE OF ASPHALT POC 210967456.297EDGE OF ASPHALT EC210977456.301EDGE OF ASPHALT 210987456.287EDGE OF ASPHALT 210997456.279EDGE OF ASPHALT 211007456.279GRADE BREAK B 211017456.279GRADE BREAK 211027456.379GRADE BREAK 211037456.379GRADE BREAK CLS 211047456.231EDGE OF ASPHALT E211057456.343GUTTER B 211067456.574GRADE BREAK B 211077456.681GRADE BREAK 211087456.366GUTTER 211097456.681GRADE BREAK E 211107456.681GRADE BREAK B 211117456.675GRADE BREAK 211127456.375GRADE BREAK E 211137456.373GUTTER 211147456.373GUTTER E 211167456.703EDGE OF ASPHALT SC 211177456.680EDGE OF ASPHALT POC 211187456.675EDGE OF ASPHALT POC 211197456.942EDGE OF ASPHALT POC 211207457.257EDGE OF ASPHALT POC 211467458.436GUTTER 211617457.227GUTTER POC H-.25 V.47 H-.58 V.5 POC H.42 V0 211627456.967GUTTER POC H-.25 V.47 H-.58 V.5 POC H.42 V0 211637456.753GUTTER POC H-.25 V.47 H-.58 V.5 POC H.42 V0 211647456.743GUTTER POC H-.25 V.47 H-.58 V.5 POC H.42 V0 211657456.740GUTTER EC H-.25 V.47 H-.58 V.5 POC H.42 V0 211777458.495EDGE OF CONCRETE POC H.5 V0211787458.281EDGE OF CONCRETE POC H.5 V0 211797458.097EDGE OF CONCRETE POC H.5 V0 211807457.849EDGE OF CONCRETE POC H.5 V0 211817457.668EDGE OF CONCRETE POC H.5 V0 211827457.426EDGE OF CONCRETE POC H.5 V0 211837457.214EDGE OF CONCRETE POC H.5 V0 211847457.005EDGE OF CONCRETE POC H.5 V0 211857456.868EDGE OF CONCRETE POC H.5 V0 211867456.780EDGE OF CONCRETE POC H.5 V0 211877456.716EDGE OF CONCRETE EC H.5 V0 211887456.699EDGE OF CONCRETE E H.5 V0 211897456.708EDGE OF CONCRETE B 211907456.732EDGE OF CONCRETE E D 211917457.288STORM DRAIN MANHOLE STMM5 E 211927460.447BUILDING CORNER B 211937461.349BUILDING CORNER 211947468.013BUILDING CORNER 211957467.966BUILDING CORNER 211967466.502BUILDING CORNER BLDC4 B 211977464.772BUILDING CORNER BLDC1 B 211997464.772BUILDING CORNER 212007464.772BUILDING CORNER R 212047464.164BUILDING CORNER B 212057464.164BUILDING CORNER BLDC3 212067456.681BUILDING CORNER R 212077464.783NATURAL GROUND NZ212097464.783BUILDING CORNER E 212107466.502BUILDING CORNER 212117466.502BUILDING CORNER R 212127461.428BUILDING CORNER B 212137461.556BUILDING CORNER 212147461.556BUILDING CORNER R 212177456.231AREA DRAIN 212477461.050STONE WALL H1 V0 212487460.394STONE WALL H1 V0 212497459.526STONE WALL H1 V0 212507459.808STONE WALL H1 V0 212517458.398STONE WALL H1 V0 212527458.336STONE WALL E H1 V0 SD SD S D C B L C B L C B L C B L C B L C B L C B L C B L C B L S D UG E UGE U G E U G E U G E U G E U G E U G E W W W W W W W W W W W W W W W W W W W W W W W W W W UGE UGE UGE UGE UGE UGE UGE U G E U G E U G E U G E EXI S T I N G P A T I O EXI S T I N G P A T I O BOULDER WALL P5 P6 P6 P6 P4 P4 P1 P4 P4 P1 BOLLARD LIGHT (TYP.) REF LIGHTING PLAN P2 P6 P1 P5 P5 MATCH TO EXISTING PATH L3 . 3 P M 1 P5 P5 L3 . 8 1 P M L3 . 8 1 P M P2 P5 P5 P4 P4 P2 P2 P5 P5 9'- 2 1 4" 8'-2 " 1 6 ' 9'-8 1 8" Cu s t o m Bo u l d e r 1 125" Cu s t o m Bo u l d e r 2 3' - 1 5 8"4'-7 1 8" 7'- 61 8" 4'-9 3 8" 8 ' 5' 24" 44" 55" P7 P7 CUSTOM CLIMBING FEATURES BY IDS, REF L3.51 PM - L3.59 SI M L3.22 PM 2 L3 . 2 2 P M 2 L3 . 2 2 P M 4 L3 . 2 2 P M 4 L3 . 2 2 P M 2 1 8 ' - 0 " 2 4 ' - 0 " 1 8 ' - 0 " 9 ' - 0 " 1 0 ' - 0 " 9 ' - 0 " 10'-0 " 10'- 0 " 1919 19 ' - 1 " 2.0 % 5.0% 8.0% 2 . 0 % 2.5% 2.8 % 2.5 % 5. 0 % 5.0% 4.7% 5 . 0 % 2. 0 % 8 . 0 % 3.8 % 212077464.783NATURAL GROUND NZ 5 5 ' - 1 0 " 9'-0 "5'-0 " 5'-0 " 1 2 3 38 37 36 35 34 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 32 33GAR A G E ENT R A N C E PRO P O S E D S H A R E D ROA D PLANTER WALLS 24" TALL TERRACED SEATING W E S T B E A V E R C R E E K B L V D . BOBS PLACE PATIO PAVER PATH TO MATCH THE PEDESTRIAN MALL LODGE AT AVON CENTER AVON TOWN HALL PROPOSED BUILDING AV O N P E D E S T R I A N M A L L PR O P E R T Y L I N E SE T B A C K L I N E SETB A C K L I N E SET B A C K L I N E PRO P E R T Y L I N E EAS E M E N T L I N E EAS E M E N T L I N E PROP E R T Y L I N E PAT I O PAT I O PAT I O PAT I O COMMERCIAL PATIO GARAGE BELOW GARAGE BELOW +FFE 57.07 +FFE 56.34 +(54) FFE 55.8+ 54.54+ + 54.55 +(56.60) +(61) DECORATIVE PANELS GUARDRAILS AROUND HOT TUB AREA FFE 57.5+ FFE 57.5+ +(61) +56.72 +57.5 +59 +57.5 +(56.62) +(61) +56.47 +(61) +(61) EAS E M E N T L I N E PRO P E R T Y L I N E UTIL I T Y E A S E M E N T L I N E EAS E M E N T L I N E EAS E M E N T L I N E SET B A C K L I N E PROP E R T Y L I N E +(61) FFE 57.5+ +56.47 57.5+ +FFE 55.8 +FFE 55.8 +FFE 55.8 +FFE 55.8 (53.96)++55.8 +55.8 + (53.5) 55.8+ +59.74 +(61) +57.5 +57.5 +57.5 57.5+ +60.9 SYNTHETIC TURF TW 59.5+ TW 59.5+ +TW 59.5 +TW 59.5 +TW 59.5 +TW 59.5 +TW 59.5 +TW 59.5 +TW 59.5 TW 59.5+ TW 59.5+ +TW 59.5 +TW 59.5 TW 59.5+ TW 59.5+ +TW 59.5 +TW 59.5 +TW 61 TW 61+ LE T T U C E S H E D L A N E DECORATIVE PANELS DECORATIVE PANELS ROOF OVERHANG ROOF OVERHANG PROPOSED LOT 3 ROOF OVERHANG GARAGE BELOW ROOF OVERHANG 57.5+ L O A D I N G Z O N E FDC ACCESS 39 PAT I O PLANTER WALLS 24" TALL + 54.20 54.70+ + 54.20 TRASH DUMPSTERS COMMERCIAL PATIO TRANSPLANT 5 EXISTING SHUBERT CHOKECHERRY +TW 59.5 ROOF OVERHANG ENTRANCE PLAZA +60.9 +60.9 +TW 59.5 12'x8' +TW 59.5 12'x8' 12'x8' B I K E L A N E B I K E L A N E GATES INTO HOT TUB AREA +60 +60 SPA LIFT CONDENSERS GENERATOR TRANSFORMERS 2 1 ' - 4 " UTIL I T Y E A S E M E N T L I N E 2 0 ' - 0 " 8 ' - 0 " 11'-1 1 " 6'-7 " 7 ' - 0 " 6'-2" 5'-8 " 10 ' - 9 " 14'-0" 6'- 0 " 7'- 1 0 " 6'-0 " 6' - 1 " 10 ' - 2 " 32 ' - 6 " 24 ' - 0 " 9'-8" 25'-6 " 4'-1" 7 ' - 0 " 18'-6 " 1 2 ' - 3 " 18'-0 " 1 2 ' - 4 " 8'-9" 8 ' - 3 " 5'-0 " 5 ' - 0 " 7'-0 " 24'- 5 " 7 ' - 4 " 10'-5" 6 ' - 1 0 " 5 ' - 2 " 1 1 ' - 5 " 1 1 ' - 6 " 6 ' - 7 " 1 0 ' - 0 " 8 ' - 0 " 8'-1 "8'-2 " Symbol Key Botanical Common Name QTY Size Spacing Notes Shrubs Eac Euonymus alatus "Compactus' Dwarf Burning Bush 4 Layout to be approved by R.L.A. prior to installation and planting5 gal.Varies Rw Rosa woodsii Woods' Rose 7 Varies Layout to be approved by R.L.A. prior to installation and planting5 gal. Aar Amelanchier alnifolia 'Regent' Regent Serviceberry 9 Varies Layout to be approved by R.L.A. prior to installation and planting5 gal. So Symphoricarpos oreophilus Mountain Snowberry 9 Layout to be approved by R.L.A. prior to installation and planting5 gal.Varies Jc Juniperus communis Common Juniper 1 Layout to be approved by R.L.A. prior to installation and planting5 gal.Varies Csaf Cornus sericea 'Arctic Fire' Arctic Fire Dogwood 9 Varies Layout to be approved by R.L.A. prior to installation and planting5 gal. Spn Salix purpurea nana Arctic Willow 15 Layout to be approved by R.L.A. prior to installation and planting5 gal.Varies Cakf Calamagrostis acutiflora 'Karl Forester' Feather Reed Grass Symbol Key Botanical Common Name QTY Size Spacing Notes Ornamental Grasses Layout to be approved by R.L.A. prior to installation and planting 30BgBouteloua gracilis Blue Grama Grass 1 gal.Layout to be approved by R.L.A. prior to installation and planting 5 gal. Varies Varies103 Fg Festuca glauca Blue Fescue Layout to be approved by R.L.A. prior to installation and planting1 gal.Varies21 Hs Helioctotrichon sempervirens Blue Avena Grass Layout to be approved by R.L.A. prior to installation and planting5 gal.Varies48 Rnw Rosa 'Nearly Wild' Nearly Wild Rose 15 Varies5 gal. Csb Cornus sericea "Baileyi' Bailey Redtwig Dogwood 4 5 gal.Varies Ral Ribes alpinum Alpine Currant 3 Varies5 gal. Pt Populus tremuloides Quaking Aspen 7 2.5" cal. as shown PLANTING PLAN SCHEDULE Symbol Key Botanical Common Name QTY Size Spacing Notes Trees single stem Ppbe Picea pungens 'Baby Blue Eyes" Baby Blue Eyes Spruce 3 8' ht. as shown Ag Acer ginnala 'Flame'Amur Maple 1 10' ht as shown Multi- stem B&B Clump Perennials Mixed Species (See Sun/Part Sun Perennial List) 3,364 SF Symbol Common Name Total Area Container Size 1 gal. Spacing 15" OC QTY 1,121 Groundcover Symbol Common Name Total Area Material / Product Depth / Rate Supplier Shady Perennials (See Shady Perennial List) 1 gal.15" OC801 SF 270 Native Seed 6,614 SF 50% Low grow Mix 50% Rocky Mtn. Wildflower Mix 1 lbs/ 1000 sf Arkansas Valley Seed Athw Acer tataricum 'Hot Wings' Hot Wings Tatarian Maple 4 2.5" cal. as shown single stem REMOVED EXISTING TREES- 17 TREES PRESERVED EXISTING TREES- 15 TREES PERENNIAL PLANT LIST: BOTANICAL NAME COMMON NAME Aster alpinus Alpine Aster Alcea rosea 'Single Mix'Single Mix Hollyhock Aquilegia coerulea Rocky Mountain Columbine Aquilegia 'White Star'White Star Columbine Campanula persicifolia Peach-Leaved Bellflower Delphinium grandiflorum 'Butterfly'Dwarf Blue Larkspur Geranium 'Johnson's Blue'JOHNSON'S BLUE GERANIUM Heliopsis helanthoides 'Tuscan Sun'TUSCAN SUNFLOWER Hemerocallis 'Autumn Red'RED DAYLILY Leucanthemum x superbum SHASTA DAISY Liatris spicata 'Kobold'GAYFEATHER Lupinus pernnia SUNDIAL LUPINE Monarda didyma 'Pardon My Cerise'RED BEE BALM Penstemon eatonii FIRECRACKER PENSTEMON Penstemon strictus ROCKY MOUNTAIN PENSTEMON Salvia nemorosa 'Blue Marvel'BLUE MARVEL SALVIA SHADY PERENNIAL PLANT LIST: BOTANICAL NAME COMMON NAME Astilbe x arendsii ASTILBE 'FANAL' Bergenia cordifolia HEARTLEAF SAXIFRAGE Heuchera hybrid PRIMO 'PEACHBERRY ICE' CORAL BELLS Heuchera hybrid DOLCE 'SILVER GUMDROP' CORAL BELLS 7 Heuchera pulchella SANDIA MTN.CORAL BELLS Hosta hybrid 'AUGUST MOON' HOSTA Hosta hybrid 'AUTUMN FROST' HOSTA Hosta hybrid 'BLUE ANGEL HOSTA Hosta hybrid 'EMPRESS WU' HOSTA Hosta hybrid 'WHEEE!' HOSTA Ligularia hybrid 'BOTTLE ROCKET' LIGULARIA Matteuccia pennsylvanica OSTRICH FERN Ophiopogan planiscapus BLACK MONDOGRASS Tiarella 'Cutting Edge''CUTTING EDGE' FOAMFLOWER DECORATIVE PARASOLEIL PERFORATED SCREENS (3'X4') = 441 LF CONCRETE UNIT PAVERS, PAVESTONE PLAZA STONE SERIES, 3"x6"x60mm, 4"x6"x60mm, 6"x6"x60mm, 6"x9"x60mm, and 9"x11"x60mm, IN COLORS 50% SIERRA BLEND AND 50% 3 TONE BROWN, PLAZA I, II, AND GIANT RANDOM PATTERN. PROVIDE PAVESTONE POLYSAND POLYMERIC JOINT SAND IN COLOR TAN. - 16,735 SF STANDARD "GRAY" CONCRETE SLAB ON GRADE - 1,870 SF ASPHALT PAVING- 13,003 SF STAMPED CONCRETE HOT TUB DECK-BUTTERFIELD COLOR- GILPIN'S FALL BRIDGE PLANT- WALNUT COLOR - 1,056 SF APPROXIMATE LINE OF DISTURBANCE CROSSWALK MATERIAL HATCHES SYNTHETIC TURF - 872 SF RIVER ROCK - 422 SF SCALE: 1"=20' 0 10' 20' 40' 2,059 sf 870 s f 272 sf 63 sf 435 sf 590 sf 63 sf © 2025 Zehren and Associates, Inc. ZEHREN AND ASSOCIATES, INC. ARCHITECTURE PLANNING INTERIORS LANDSCAPE ARCHITECTURE PO Box 1976, Avon Colorado P. (970) 949-0257 www.zehren.com THE SUMMIT APARTMENTS - TOWN COUNCIL PACKAGE 01.13.26 16 DN CONTROLLER 120 VAC POWER REQUIRED POC SIZE: 3/4-INCH PRESSURE: 70 PSI FLOW: 10 GPM PROPOSED LOT 3 AVON TOWN HALL PROPOSED BUILDING LODGE AT AVON CENTER W E S T B E A V E R C R E E K B L V D . AV O N P E D E S T R I A N M A L L WATER METER ROOM - PARKING LEVEL 1 A 2 1 4 SITE WATER ENGINEERING SERVICES 1640 RIVERSIDE AVE., SUITE 200 FORT COLLINS, COLORADO 80524 Telephone: 970.282.1800 Web: www.hinesinc.com NORTH THE IRRIGATION SYSTEM POINT-OF-CONNECTION (POC) SHALL BE DOWNSTREAM OF THE IRRIGATION WATER TAP AND METER INSTALLED BY OTHERS AT THE APPROXIMATE LOCATION SHOWN INSIDE THE PARKING LEVEL 1 WATER METER/MECHANICAL ROOM. INSTALL BACKFLOW PREVENTION UNIT AND MASTER VALVE ASSEMBLY AS INDICATED. VERIFY EXACT LOCATION OF POC WITH OWNER'S REPRESENTATIVE. WALL MOUNT THE IRRIGATION CONTROLLER AT THE APPROXIMATE LOCATION SHOWN INSIDE THE PARKING LEVEL 1 WATER METER/MECHANICAL ROOM. COORDINATE ELECTRICAL POWER TO THE CONTROLLER WITH THE OWNER'S REPRESENTATIVE. CARE SHOULD BE TAKEN TO INSTALL THE IRRIGATION CONTROLLER IN A LOCATION THAT IS ACCESSIBLE FOR MAINTENANCE. FINAL LOCATION TO BE APPROVED BY OWNER'S REPRESENTATIVE. IRRIGATION SHOWN OUT OF LANDSCAPED AREA FOR CLARITY ONLY. INSTALL IRRIGATION COMPONENTS WITHIN LANDSCAPED AREA. COORDINATE WITH MEP CONTRACTOR 1-1/4" SCH 40 PVC MAINLINE AND 1" CONDUIT FOR 2-WIRE PATH FROM PARKING LEVEL 1 WATER METER/MECHANICAL ROOM TO EXTERIOR. CONSTRUCTION NOTES IRRIGATION LEGEND LATERAL PIPE TO TREE EMITTERS: 1-INCH SIZE UNLESS OTHERWISE INDICATED CLASS 200 PVC POINT-OF-CONNECTION ASSEMBLYPOINT-OF-CONNECTION ASSEMBLY BACKFLOW PREVENTION ASSEMBLY:FEBCO 825YA (3/4") LATERAL PIPE TO SPRINKLERS: 1-INCH SIZE UNLESS OTHERWISE INDICATED CLASS 200 PVC MAINLINE PIPE:CLASS 200 PVC X-INCH SIZE UNLESS OTHERWISE INDICATED INLINE DRIP TUBING:RAIN BIRD XFS-06-12 WITH RAINBIRD XQF DRIPLINE HEADER 0.6 GPH EMITTERS, 12" EMITTER SPACING, 12" ROW SPACING 1 2 3 WATER METER AND CURB STOP ASSEMBLY:M PER TOWN STANDARDS FLOW SENSOR ASSEMBLY:F FLOW SENSOR ASSEMBLY:F RAIN BIRD UFS100 W/LXIVMSEN DECODER CABLE FUSE DEVICE (DCFD) WITH LIGHTNING PROTECTION: PAIGE P7407DS2S1S3 MASTER VALVE ASSEMBLY:RAIN BIRD PEBIVM (1") W/ IVM-SOL SOLENOID GROUNDING AND SURGE ARRESTOR ASSEMBLY:GND RAIN BIRD IVM-SD REMOTE CONTROL VALVE ASSEMBLY FOR SPRINKLER LATERALS: RAIN BIRD PEBIVM (SIZED PER PLAN) W/ IVM-SOL SOLENOID REMOTE CONTROL DRIP VALVE ASSEMBLY:RAIN BIRD XCZ-100-IVM WITH IVM-SOL SOLENOID POP-UP ROTATING SPRAY SPRINKLER: PRESSURE: RADIUS: FLOW (GPM): YB A HUNTER PROS-06-PRS40-CV W/MP3000 NOZZLES 40 PSI B-1.82 Y-2.73 A-3.64 22 FEET TO 30 FEET LST RST SST POP-UP ROTATING SPRAY SPRINKLER: PRESSURE: RADIUS: FLOW (GPM): HUNTER PROS-06-PRS40-CV W/MPSTRIP NOZZLES 40 PSI SST - 5'X30'-0.22 LCS/RCS - 4'X15'-0.44 ADJUSTABLE RECTANGULAR SPRAY POP-UP ROTATING SPRAY SPRINKLER: PRESSURE: RADIUS: FLOW (GPM): RGK HUNTER PROS-06-PRS40-CV W/MP2000 NOZZLES 40 PSI K-0.77 G-1.10 R-1.48 13 FEET TO 21 FEET POP-UP ROTATING SPRAY SPRINKLER: PRESSURE: RADIUS: FLOW (GPM): LM O HUNTER PROS-06-PRS40-CV W/MP1000 NOZZLES 40 PSI 8 FEET TO 15 FEET M-0.42 L-0.63 O-0.84 IRRIGATION CONTROLLER UNIT WITHA IQ4 CELL CARTRIDGE RAIN BIED ESPLXIVM-LXMMSS QUICK COUPLING VALVE ASSEMBLY:RAIN BIRD 5RC ISOLATION GATE VALVE ASSEMBLY:MATCO 514 WEATHER SENSOR:RAIN BIRD WR2 RAIN FREEZE SENSOR TREE BUBBLER ASSEMBLY: PRESSURE: FLOW (GPM): TWO (2) RAIN BIRD 1401 BUBBLERS 30 PSI 0.25 PER BUBBLER; 0.50 PER ASSEMBLY FLUSH CAP ASSEMBLY WITH DRIP INDICATOR SLEEVES:CLASS 200 PVC A1141" INDICATES LATERAL DISCHARGE (GPM) INDICATES VALVE SIZE (INCHES) INDICATES CONTROLLER AND STATION NUMBER INDICATES LANDSCAPE APPLICATIONTurf UNCONNECTED PIPE CROSSING IRRIGATION CONTROL WIRESCW IN CONDUIT OR WITH WARNING TAPE 4 CONCEPTUAL IRRIGATION LEGEND SHRUBS AND PERENNIALS TO BE IRRIGATED USING INLINE EMITTER DRIP TUBING WITH CHECK VALVES 0.6 GPH EMITTER, AT 12 INCHES ON CENTER TUBING ROWS SPACED 12 INCHES APART NATIVE ROTOR TO BE IRRIGATED WITH 6-INCH POP-UP ROTORS WITH PRESSURE REGULATION AND CHECK VALVES SPRINKLERS TO BE SPACED UP TO 120% OF THEIR RADIUS OF THROW Co p y r i g h t © 2 0 2 5 b y Z e h r e n & A s s o c i a t e s I n c . PRELIMINARY THE SUMMIT - IRRIGATION DIAGRAM © 2025 Zehren and Associates, Inc. ZEHREN AND ASSOCIATES, INC. ARCHITECTURE PLANNING INTERIORS LANDSCAPE ARCHITECTURE PO Box 1976, Avon Colorado P. (970) 949-0257 www.zehren.com THE SUMMIT APARTMENTS - TOWN COUNCIL PACKAGE 01.13.26 17 THE SUMMIT - HYDROZONES WATER USE THE IRRIGATION SYSTEM POINT-OF-CONNECTION (POC) SHALL BE DOWNSTREAM OF THE IRRIGATION WATER TAP AND METER INSTALLED BY OTHERS AT THE APPROXIMATE LOCATION SHOWN INSIDE THE PARKING LEVEL 1 WATER METER/MECHANICAL ROOM. INSTALL BACKFLOW PREVENTION UNIT AND MASTER VALVE ASSEMBLY AS INDICATED. VERIFY EXACT LOCATION OF POC WITH OWNER'S REPRESENTATIVE. WALL MOUNT THE IRRIGATION CONTROLLER AT THE APPROXIMATE LOCATION SHOWN INSIDE THE PARKING LEVEL 1 WATER METER/MECHANICAL ROOM. COORDINATE ELECTRICAL POWER TO THE CONTROLLER WITH THE OWNER'S REPRESENTATIVE. CARE SHOULD BE TAKEN TO INSTALL THE IRRIGATION CONTROLLER IN A LOCATION THAT IS ACCESSIBLE FOR MAINTENANCE. FINAL LOCATION TO BE APPROVED BY OWNER'S REPRESENTATIVE. IRRIGATION SHOWN OUT OF LANDSCAPED AREA FOR CLARITY ONLY. INSTALL IRRIGATION COMPONENTS WITHIN LANDSCAPED AREA. COORDINATE WITH MEP CONTRACTOR 1-1/4" SCH 40 PVC MAINLINE AND 1" CONDUIT FOR 2-WIRE PATH FROM PARKING LEVEL 1 WATER METER/MECHANICAL ROOM TO EXTERIOR. CONSTRUCTION NOTES CONCEPTUAL IRRIGATION LEGEND SHRUBS AND PERENNIALS TO BE IRRIGATED USING INLINE EMITTER DRIP TUBING WITH CHECK VALVES 0.6 GPH EMITTER, AT 12 INCHES ON CENTER TUBING ROWS SPACED 12 INCHES APART NATIVE ROTOR TO BE IRRIGATED WITH 6-INCH POP-UP ROTORS WITH PRESSURE REGULATION AND CHECK VALVES SPRINKLERS TO BE SPACED UP TO 120% OF THEIR RADIUS OF THROW INSTALLATION GENERAL NOTES 1. THE SYSTEM DESIGN ASSUMES A MINIMUM DYNAMIC PRESSURE FOR THE IRRIGATION SYSTEM OF 70 PSI, AT A DESIGN FLOW OF 10 GPM AT THE 3/4-INCH IRRIGATION POINT-OF-CONNECTION (POC). TAP, METER, BACKFLOW PREVENTER, MASTER VALVE AND FLOW METER SHALL BE SIZED AS INDICATED IN THE DRAWING LEGEND. VERIFY PRESSURE AND FLOW ON SITE PRIOR TO CONSTRUCTION. 2. READ THOROUGHLY AND BECOME FAMILIAR WITH THE SPECIFICATIONS AND INSTALLATION DETAILS FOR THIS AND RELATED WORK PRIOR TO CONSTRUCTION. 3. COORDINATE UTILITY LOCATES ("CALL BEFORE YOU DIG") OF UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. 4. DO NOT PROCEED WITH THE INSTALLATION OF THE IRRIGATION SYSTEM WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. IF DISCREPANCIES IN CONSTRUCTION DETAILS, LEGEND, NOTES, OR SPECIFICATIONS ARE DISCOVERED, BRING ALL SUCH OBSTRUCTIONS OR DISCREPANCIES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. 5. THE DRAWINGS ARE DIAGRAMMATIC. THEREFORE, THE FOLLOWING SHOULD BE NOTED: A. ALTHOUGH IRRIGATION COMPONENTS MAY BE SHOWN OUTSIDE PLANTING AREAS FOR CLARITY, INSTALL IRRIGATION PIPE AND WIRING IN LANDSCAPED AREAS WHENEVER POSSIBLE. B. TREE AND SHRUB LOCATIONS AS SHOWN ON LANDSCAPE PLANS TAKE PRECEDENCE OVER IRRIGATION EQUIPMENT LOCATIONS. AVOID CONFLICTS BETWEEN THE IRRIGATION SYSTEM, PLANTING MATERIALS, AND ARCHITECTURAL FEATURES. C. USE ONLY STANDARD TEES AND ELBOW FITTINGS. USE OF TEES IN THE BULLNOSE CONFIGURATION, OR USE OF CROSS TYPE FITTINGS IS NOT ALLOWED. 6. PROVIDE THE FOLLOWING COMPONENTS TO THE OWNER PRIOR TO THE COMPLETION OF THE PROJECT: A. TWO (2) OPERATING KEYS FOR EACH TYPE OF MANUALLY OPERATED VALVES. B. TWO (2) OF EACH SERVICING WRENCH OR TOOL NEEDED FOR COMPLETE ACCESS, ADJUSTMENT, AND REPAIR OF ALL ROTARY SPRINKLERS. 7. SELECT NOZZLES FOR SPRAY AND ROTARY SPRINKLERS WITH ARCS WHICH PROVIDE COMPLETE AND ADEQUATE COVERAGE WITH MINIMUM OVERSPRAY FOR THE SITE CONDITIONS. CAREFULLY ADJUST THE RADIUS OF THROW AND ARC OF COVERAGE OF EACH ROTARY SPRINKLER TO PROVIDE THE BEST PERFORMANCE. 8. THE IRRIGATION CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF IRRIGATION SLEEVING. SLEEVES ARE REQUIRED FOR BOTH PIPING AND ELECTRICAL WIRING AT EACH HARDSCAPE CROSSING. COORDINATE INSTALLATION OF SLEEVING WITH OTHER TRADES. ANY PIPE OR WIRE WHICH PASSES BENEATH EXISTING HARDSCAPE WHERE SLEEVING WAS NOT INSTALLED WILL REQUIRE HORIZONTAL BORING BY THE IRRIGATION CONTRACTOR. PIPE SLEEVES SHALL BE SIZED TWICE THE NOMINAL SIZE OF THE PIPE PASSING THROUGH. 9. INSTALL ALL ELECTRICAL POWER TO THE IRRIGATION CONTROL SYSTEM IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE AND ALL APPLICABLE LOCAL ELECTRIC UTILITY CODES. 10. THE FOLLOWING SHOULD BE NOTED REGARDING PIPE SIZING: IF A SECTION OF UNSIZED PIPE IS LOCATED BETWEEN TWO IDENTICALLY SIZED SECTIONS, THE UNSIZED PIPE IS THE SAME NOMINAL SIZE AS THE TWO SIZED SECTIONS. THE UNSIZED PIPE SHOULD NOT BE CONFUSED WITH THE DEFAULT PIPE SIZE NOTED IN THE LEGEND. 11. VALVE CONTROL WIRE TO BE #14AWG TWO CONDUCTOR CABLES ROUTED FROM CONTROLLER TO ALL VALVES. INSTALL A SEPARATE WIRE PATH TO EACH DEAD-END OF MAINLINE. INSTALL ONE (1) #14 AWG TWO-WIRE PAIR ON TWO-WIRE SYSTEMS, FOR USE AS SPARES. INSTALL SPARE WIRES FROM CONTROLLER LOCATION TO EACH DEAD-END OF MAINLINE. COIL 3 FEET OF WIRE IN VALVE BOX. 12. IRRIGATION CONTRACTOR TO INSTALL PAIGE DECODER CABLE FUSE DEVICES (DCFD), AT ALL DECODER CABLE DIRECTIONAL SPLITS AND/OR CHANGES. INSTALL ALL SPLICES WITHIN A 10" VALVE BOX. THE IRRIGATION SYSTEM AS SHOWN ON THIS PLAN HAS AN ESTIMATED ANNUAL WATER USE OF 128,281 GALLONS. TO VERIFY EFFICIENT IRRIGATION SYSTEM OPERATION, THE OWNER SHALL COMPARE THIS ESTIMATED IRRIGATION WATER USE WITH ACTUAL WATER USE, AS RECORDED ON SITE, AFTER ALL PLANT MATERIAL HAS BEEN ESTABLISHED. THE ESTIMATED ANNUAL IRRIGATION WATER USE OF THIS SYSTEM IS BASED ON 30-YEARS AVERAGE EVAPOTRANSPIRATION RATES (ET) FOR THE LOCAL AREA AND TYPICAL NEW IRRIGATION SYSTEM EQUIPMENT EFFICIENCIES. MAJOR DEVIATIONS FROM THIS ESTIMATE USE SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER AND CURRENT IRRIGATION MAINTENANCE COMPANY AT THE TIME OF THE DEVIATION. TO VERIFY EFFICIENT IRRIGATION SYSTEM OPERATION AND WATER USE, AN IRRIGATION SYSTEM EVALUATION AND AUDIT SHOULD BE PERFORMED. ESTIMATED ANNUAL WATER USE THE FACTORS IN THE TABLE BELOW WERE UTILIZED IN THE IRRIGATION SYSTEM DESIGN TO DETERMINE TAP CAPACITY REQUIREMENTS AND MAINLINE SIZE AND ARE MADE AVAILABLE TO GUIDE DECISIONS ON THE SYSTEM OPERATION BY THE CONTRACTOR. MULTIPLE ZONES WILL BE REQUIRED TO OPERATE AT THE SAME TIME UP TO A COMBINED TOTAL EQUAL TO THE MINIMUM FLOW REQUIRED AT THE POC WHEN ZONE SIZES ARE LOWER THAN THE MINIMUM FLOW REQUIRED AT THE POC. IRRIGATION SYSTEM DESIGN PARAMETERS MINIMUM STATIC PRESSURE REQUIREMENT AT POC 70 PSI MINIMUM FLOW REQUIRED AT POC 10 GPM MAXIMUM FLOW AT FURTHEST POINTS OF THE SYSTEM 10 GPM TOTAL IRRIGATION DAYS PER WEEK 3 DAYS WATER WINDOW PER DAY 8 HRS NATIVE SEEDING IRRIGATION SPRINKLERS LOCATED IN NATIVE SEEDED AREAS WILL BE SPACED AT 110-120% OF THEIR RADIUS OF THROW. THIS PROVIDES ADEQUATE COVERAGE FOR SEED GERMINATION AND ESTABLISHMENT WHILE REDUCING THE NUMBER OF SPRINKLERS REQUIRED AND SAVING COST. IRRIGATION LEGENDWATER ALLOCATION TABLE LATERAL PIPE TO TREE EMITTERS: 1-INCH SIZE UNLESS OTHERWISE INDICATED CLASS 200 PVC POINT-OF-CONNECTION ASSEMBLYPOINT-OF-CONNECTION ASSEMBLY BACKFLOW PREVENTION ASSEMBLY:FEBCO 825YA (3/4") LATERAL PIPE TO SPRINKLERS: 1-INCH SIZE UNLESS OTHERWISE INDICATED CLASS 200 PVC MAINLINE PIPE:CLASS 200 PVC X-INCH SIZE UNLESS OTHERWISE INDICATED INLINE DRIP TUBING:RAIN BIRD XFS-06-12 WITH RAINBIRD XQF DRIPLINE HEADER 0.6 GPH EMITTERS, 12" EMITTER SPACING, 12" ROW SPACING 1 2 3 WATER METER AND CURB STOP ASSEMBLY:M PER TOWN STANDARDS FLOW SENSOR ASSEMBLY:F FLOW SENSOR ASSEMBLY:F RAIN BIRD UFS100 W/LXIVMSEN DECODER CABLE FUSE DEVICE (DCFD) WITH LIGHTNING PROTECTION: PAIGE P7407DS2S1S3 MASTER VALVE ASSEMBLY:RAIN BIRD PEBIVM (1") W/ IVM-SOL SOLENOID GROUNDING AND SURGE ARRESTOR ASSEMBLY:GND RAIN BIRD IVM-SD REMOTE CONTROL VALVE ASSEMBLY FOR SPRINKLER LATERALS: RAIN BIRD PEBIVM (SIZED PER PLAN) W/ IVM-SOL SOLENOID REMOTE CONTROL DRIP VALVE ASSEMBLY:RAIN BIRD XCZ-100-IVM WITH IVM-SOL SOLENOID POP-UP ROTATING SPRAY SPRINKLER: PRESSURE: RADIUS: FLOW (GPM): YB A HUNTER PROS-06-PRS40-CV W/MP3000 NOZZLES 40 PSI B-1.82 Y-2.73 A-3.64 22 FEET TO 30 FEET LST RST SST POP-UP ROTATING SPRAY SPRINKLER: PRESSURE: RADIUS: FLOW (GPM): HUNTER PROS-06-PRS40-CV W/MPSTRIP NOZZLES 40 PSI SST - 5'X30'-0.22 LCS/RCS - 4'X15'-0.44 ADJUSTABLE RECTANGULAR SPRAY POP-UP ROTATING SPRAY SPRINKLER: PRESSURE: RADIUS: FLOW (GPM): RGK HUNTER PROS-06-PRS40-CV W/MP2000 NOZZLES 40 PSI K-0.77 G-1.10 R-1.48 13 FEET TO 21 FEET POP-UP ROTATING SPRAY SPRINKLER: PRESSURE: RADIUS: FLOW (GPM): LM O HUNTER PROS-06-PRS40-CV W/MP1000 NOZZLES 40 PSI 8 FEET TO 15 FEET M-0.42 L-0.63 O-0.84 IRRIGATION CONTROLLER UNIT WITHA IQ4 CELL CARTRIDGE RAIN BIED ESPLXIVM-LXMMSS QUICK COUPLING VALVE ASSEMBLY:RAIN BIRD 5RC ISOLATION GATE VALVE ASSEMBLY:MATCO 514 WEATHER SENSOR:RAIN BIRD WR2 RAIN FREEZE SENSOR TREE BUBBLER ASSEMBLY: PRESSURE: FLOW (GPM): TWO (2) RAIN BIRD 1401 BUBBLERS 30 PSI 0.25 PER BUBBLER; 0.50 PER ASSEMBLY FLUSH CAP ASSEMBLY WITH DRIP INDICATOR SLEEVES:CLASS 200 PVC A1141" INDICATES LATERAL DISCHARGE (GPM) INDICATES VALVE SIZE (INCHES) INDICATES CONTROLLER AND STATION NUMBER INDICATES LANDSCAPE APPLICATIONTurf UNCONNECTED PIPE CROSSING IRRIGATION CONTROL WIRESCW IN CONDUIT OR WITH WARNING TAPE 4 SITE WATER ENGINEERING SERVICES 1640 RIVERSIDE AVE., SUITE 200 FORT COLLINS, COLORADO 80524 Telephone: 970.282.1800 Web: www.hinesinc.com Co p y r i g h t © 2 0 2 5 b y Z e h r e n & A s s o c i a t e s I n c . PRELIMINARY © 2025 Zehren and Associates, Inc. ZEHREN AND ASSOCIATES, INC. ARCHITECTURE PLANNING INTERIORS LANDSCAPE ARCHITECTURE PO Box 1976, Avon Colorado P. (970) 949-0257 www.zehren.com THE SUMMIT APARTMENTS - TOWN COUNCIL PACKAGE 01.13.26 18 PROPOSED HARDSCAPE MATERIALS