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25.08.28 SCA Baker Builders, LLC CO-5 Form Approved by Town Attorney – 05/15/2024 CHANGE ORDER Order No.: 005 Date: August 28, 2025 Agreement Date: November 25, 2024 NAME OF PROJECT: East Nottingham Park Improvements OWNER: Town of Avon, Colorado CONTRACTOR: __Baker Builders, LLC dba Baker Constructors The following changes are hereby made to the CONTRACT DOCUMENTS : Justification: Changes detailed herein capture additional debris encountered at the site, additional water fountains added to the project, building foundation welding, and additional plumbing details and coordination that needed to be added to the Project as well as removal and changes to the Landscaping Scope of the Project. See the spreadsheet in Attachment A for a summary of the revised plan quantities, resulting in a total contract adjustment of $4,269.17. None of adjustments herein result in a change to the contract time. DEMO, REMOVAL, & DISPOSAL ($547): As detailed in Baker PCO_014 and in the picture in, Attachment B, two extra loads of trash and debris had to be hauled from the site due to the substantial amount of buried construction debris found at the site (i.e, piping, concrete, rebar, etc.). This increases the contract by $547 for proper disposal of the debris. LINE PAINT STRIPING (-$1,792.14): Baker requested the Town of Avon to complete the paint striping on the new Southern (aka Eastern) portion of the parking lot. Avon agreed to stripe (18) eighteen 9 by 18-foot parking spaces, or line qty 15 - 18LF, and (24) twenty-four 9 by 21-foot parking spaces, or line qty 23 – 21LF, as illustrated in Attachment C, totaling 753 LF of Line Item 37 Striping (4” White). At $2.38 per LF for 753, this reduces the Contract by $1,792.14. This Line Item 37 was also reduced in CO#3 by 312 LF, Leaving 943 LF of this item in the Contract. ELECTRICAL SECONDARY-SPLICE CREDIT (-$12,403): Secondary Electrical Power was scoped in the contract to repull the electrical power to stage in its entirety. Working with the Contractor and Avon Facilities, it was agreed that a fused splice is robust enough to be an acceptable solution and prevents the extended downtime repull and reconnect the entire service given the high number of bends in the conduit. Baker PCO 015, Attachment D, details the credit associated with this streamlined scope. SITE FURNISHINGS ($14,661): As detailed in Baker PCO_010 Attachment E, two (2) WB761220BK Global Industrial Outdoor Bi-Level Drinking Fountain with Bottle Filler, Black (no dog bowl) were added to the plaza area of the project. This scope includes purchase and complete installation of the fountain pedestals including plumbing connections to the water and CO-5 Form Approved by Town Attorney – 05/15/2024 sewer drains. This adds Line Item 83a: Bi-level Water Fountain with Bottle Filler (including connection) at $7,330.40/EA, adding $14,661 to the contract amount PLUMBING SCOPE ($32,303): Plumbing for the buildings is provided as part of the prefabricated modular. A water service tie-in was indicated in the civil drawings. However, a meter and backflow prevention setup was an oversight that was missed in coordination between the two scopes. Plumbing Drawings (P1.0 & P2.0) were issued on 6/13/2025 to detail these assemblies and connections along with the water service and drain lines for the water stations discussed in the above item. Baker PCO 012, Attachment F, details the cost associated with the installation of items issued in the Plumbing Drawings at $32,303. LANDSCAPING (-$35,866.69): Landscaping design has since been modified to remove areas of plantings to accommodate the waterwise gardening group in the NW corner of the project as well as reducing plantings that will get removed with the pending pedestrian mall project. Additionally, the large landscaping area has been upgraded to sod for quicker restoration. These changes include: - Line Item 66 Deciduous Shrubs: Delete 34 for -$39,712 (Reduced in CO#1 by qty. 6, leaving qty. 11 in the Contract) - Line Item 67 Coniferous Shrubs: Delete 3 for -$3,285 - Line Item 68 Ornamental Grasses: Delete 51 for -$1,861.50 (*per unit price is $36.50) - Line Item 69 Perennials: Delete 347 for -$7,599.30 - Line Item 74a Replace 22,034 sq ft of seeded area with Fescue Sod: Add $16,592.00 - Totaling: a credit of $35,866.69 Marked-up Drawing (L2.1) was provided to Baker on 8/6/2025 to detail the plantings deletions and minor adjustments to the irrigation plan. Baker PCO 017, Attachment G details the increased cost, of $16,592.00, of exchanging the currently contracted seed mix for fescue sod. The irrigation system and ground cover plantings will remain the same, except the drip irrigation for the planting will be substituted for turf irrigation in the NE corner of the sodded area and deleted in the landscape island in the NE corner of the project. FOUNDATIONS – MODULAR WELDING ($7,320.00): During bidding, the structure was anticipated to be continuously bearing along the foundation per the plans. During the design of the modular building, the need to weld the buildings onto the foundation as well as level them arose. This required the design to be modified to have a welded shim attachment every 10 feet. Baker PCO 019, Attachment H, details the cost associated with adding the foundation welding scope at $7,320.00. SITE TRAILER POWER (-$500.00): Baker Requested to plug their ground level trailer into an existing Avon-owned power outlet at the E Park Site. Avon agreed to a flat rate cost of $100/month, Attachment I, for a currently agreed upon credit of $500 for the period of July 18th through Nov 18th. Change to CONTRACT PRICE: $ 4,269.17 Original CONTRACT PRICE: $ 3,940,836.00 Current CONTRACT PRICE adjusted by previous CHANGE ORDER $ 4,028,348.59 CO-5 Form Approved by Town Attorney – 05/15/2024 The CONTRACT PRICE due to this CHANGE ORDER will be increased by $4,269.17. The new CONTRACT PRICE including this CHANGE ORDER will be $ 4,032,617.76. Change to CONTRACT TIME: The CONTRACT TIME will be (increased)(decreased) by 0 calendar days. The date for completion of all work will be May 20, 2026. APPROVALS REQUIRED: Approved by Engineer: Nicole Mosby, Avon Senior Engineer Accepted by Contractor: Terry Been, Baker Director of Construction Accepted and Approved by Owner: Eva Wilson, Avon Engineering Director Federal Agency Approval (where applicable): __________________ Nicole Mosby (Aug 28, 2025 14:01:34 MDT) Nicole Mosby Terry W Been (Aug 28, 2025 14:32:46 MDT) Terry W Been Eva Wilson (Aug 28, 2025 14:42:28 MDT) ITEM DESCRIPTION East Notthingham Park (Base Bid) UNIT QUANTITY UNIT PRICE TOTAL PRICE TOTAL – BASE BID 3,940,836.00$ CHANGE ORDER #1 8 Sawcut Asphalt Material LF 122 7.30$ 890.77$ 16 Excavation CY 8 138.77$ 1,110.13$ 18 Export CY 8 21.87$ 174.93$ 31 2' wide Concrete Curb & Gutter (Incl. Base Course) LF 122 58.51$ 7,138.17$ 66 Deciduous Shrubs - 5 Gal. EA -6 1,168.00$ (7,008.00)$ 72 River Rock Cobble Mulch - 3" Depth SF -88 7.30$ (642.40)$ 73 Kentucky Bluegrass Seed SF -21832 0.37$ (7,969.00)$ 74 Native Seed SF 21832 0.37$ 7,969.00$ 87 Sawcut Asphalt Material LF -20 7.30$ (146.00)$ 89 Aggregate Road Base, Cl 6 TN -94 36.50$ (3,431.28)$ 90 Asphalt (Grading SX PG 58-28) TN -64 109.51$ (7,008.48)$ 91 Install UM-30S Electric Vault EA 1 5,548.00$ 5,548.00$ 92 Electric Primary Trenching w/ Conduit* LF -161 461.10$ (74,236.66)$ 93 Connect to Existing RR Bore Conduit LS -0.9 18,971.11$ (17,074.00)$ 98 Exterior Finishes LS 1 3,169.30$ 3,169.30$ 99 Foundation (per structural plans) LS 1 13,973.58$ 13,973.58$ 102 Foundations (Shade Canopy) LS 1 2,618.18$ 2,618.18$ TOTAL – CHANGE ORDER #1 (74,923.75)$ CHANGE ORDER #2 46 Relocate FH & Gate Valve LS 1 7,855.00$ 7,855.00$ 94a Lake Street Overexcavation & rework LS 1 22,617.00$ 22,617.00$ 82 Moveable Bike Racks EA -4 1,423.75$ (5,695.00)$ TOTAL – CHANGE ORDER #2 24,777.00$ CHANGE ORDER #3 7 Trees EA 10 730.09$ 7,300.90$ 37 Striping (4" White) LF -312 2.38$ (742.56)$ 38 Thermoplastic Pavement Marking SF -20 24.50$ (490.00)$ 48 4" SDR35 Sewer Service w/ CO LF 68 248.22$ 16,879.00$ 48a 4" SDR35 Sewer Service MH Drop to Invert (wye & 45 Bends) LF 16 248.22$ 3,972.00$ 42b Pothole 2 additional utilties EA 2 825.00$ 1,650.00$ 58b Extended Confined Space Entry HR 3 100.00$ 300.00$ 93a Deep Excavation EA 1 16,480.00$ 16,480.00$ 93b Testing of Deep Excavation (Allowance) HR 16 85.00$ 1,360.00$ 42a Surveying (Staking and As-builts Location) HR 3 391.25$ 1,174.00$ 103a Margin and Overhead (5% on non-contract line items) LS 1 1,049.00$ 1,049.00$ TOTAL – CHANGE ORDER #3 48,932.34$ CHANGE ORDER #4 104 Remove and Replace Waterfountains (as specified in plans) LS 4 22,131.75$ 88,527.00$ 105 Rock Cobble (N Park Restroom) EA 1 200.00$ 200.00$ TOTAL – CHANGE ORDER #4 88,727.00$ CHANGE ORDER #5 14a Disposed of Additional Debris EA 1 547.00$ 547.00$ 37 Striping (4" White) LF -753 2.38$ (1,792.14)$ 53a Splice Credit LS 1 (12,403.00)$ (12,403.00)$ 83a Bi-level water fountain with bottle filler (including connection) EA 2 7,330.50$ 14,661.00$ 97a Plumbing Drawings Scope LS 1 32,303.00$ 32,303.00$ 66 Deciduous Shrubs - 5 Gal. EA -34 1,168.00$ (39,712.00)$ 67 Coniferous Shrubs - 5 Gal. EA -3 1,095.00$ (3,285.00)$ 68 Ornamental Grasses - 5 gal. EA -51 36.50$ (1,861.72)$ 69 Perennials - 1 Gal. EA -347 21.90$ (7,599.97)$ 74a Replace Seed with Fescue Sod LS 1 16,592.00$ 16,592.00$ 99a Welding LS 1 7,320.00$ 7,320.00$ 103b GC Overhead - Site Trailer Power Connection Credit Month 5 (100.00)$ (500.00)$ TOTAL – CHANGE ORDER #5 4,269.17$ TOTAL – CONTRACT PRICE w/ COs 4,032,617.76$ East Park Change Order 5 Summary Baker Construction Credit Memo DATE 8/12/2025 CREDIT NO. 106154 CUSTOMER Baker Constructors, LLC 5660 Iris Pkwy Frederick, CO 80504 Tri Phase Electric Company 0325 Hardscrabble Road Gypsum, CO 81637 Phone (970) 524-7135 PROJECT East Nottingham Total DESCRIPTION QTY AMOUNTRATE Scope of Work: Stage Power - Credit -12,403.0012,403.00 Reduced scope of work: 1. Intercept existing 4" conduit and 500 MCM alum conductors for stage secondary service 2. Splice to new secondary stage service from MDC -$12,403.00 Peak Plumbing, Heating and Cooling 147 Airpark Unit 2D Gypsum, CO 81637 970-471-2757 Estimate 78164118 Job Estimate Date 7/15/2025 Billing Address Baker Builders 5660 Iris Parkway #Suite A Longmont, CO 80504 USA Job Address Nottingham Park Restrooms 1 Lake Street Avon, CO 81620 USA Estimate Details Water filler station at modular toilets: - Excludes electrical connections. - Excludes landscaping and/or concrete/paver. Service #Description Quantity Your Price Your Total PLUMB Plumbing Install: Install and provide the following plumbing & fixtures: - 2 x WB761220BK Global Industrial™Outdoor Bi-Level Drinking Fountain with Bottle Filler, Black (no dog bowl) - 1 x WB761222BK Global Industrial™ Outdoor Pedestal Bottle Filling Station, Black - Includes water and drain connections. - Includes dry well as per engineered drawings. 1.00 $20,403.00 $20,403.00 Potential Savings $0.00 Sub-Total $20,403.00 Tax $0.00 Total $20,403.00 Est. Financing $338.69 Thank you for choosing Peak Plumbing Heating and Cooling LLC! !"#$%! &'()*'+,-./012*'34.0-((1562789:9'5;12,<2,=5>(.,0*2,?20@56(00'95>2''91A56'*B< !!"! #$%&"'( )*+,- .,/*,0 123,4+*56478640,)4 9:; <=5>8??@3+A55)B),,4+-6A*6C 5++?, B*??,)4 DEFGH IJKGL MNOPQQRSS T-4U56?*6,5)V-??W*6),+3)64X JYHFZH[\]E^ IHZEF_`EH]\F][ <,,a5),b,+-*?4 cdefghifjkldhmnodpmqqrsdtuqfvtqfrsw cdxsqfyqokzqdnu{k|ndh{kvksqdms|tsqkldtuuknndqrdfsnflkdurght{qgksqnw cd}r{{rnfrsy{knfnqtsqd~€dnqtfsiknndnqkkid|fqonqtslndpit fs‚dnmsdtsld|kqd|ktqok{w ƒoksd„rmdskkldtdprqqikdjiik{dqotqdurvk{ndtiidqokdptnkndzr{dhtq{rsndfsdskkldrzdtd{kz{knofs‚dl{fs…†dqok ‡irptidˆslmnq{fti‰dŠmqlrr{d‹klknqtidŒrqqikd fiifs‚deqtqfrsdjqndqokdpfiiwdxdh{kgfk{kduorfukdzr{drmqlrr{ {ku{ktqfrstidt{ktn†dnuorridutghmnkn†drzjukdurghikŽkn†d‚rizdurm{nkn†dtsldgr{k†dqofndprqqikdjiifs‚ nqtqfrsdh{rvflkndtd mfu…djiidtsldtsdksvf{rsgksqtii„yz{fksli„dnrimqfrsdqotqd{klmukndqokdmnkdrz lfnhrntpikdhitnqfudprqqiknwd‹imn†dsrdkikuq{futidhr|k{dfnd{k mf{kl†d…kkhfs‚dgtfsqkstsukdqrdtdgfsfgmgw eqtslt{ldpitu…dhr|lk{durtqdjsfnow !"! # $%&'(%)*+,-./01(%)234%-.156)70(+,.8 9 # : ; ; ; < 9;=> : :?@# ; : ; <9A: ?B C 9C!"D#E DF>DD"8 GHIJKLMNONPIQHRMISRM GITLK UVWUXYNIR PHZLK UVWUXYNIR [HIJKL \VWUXYNIR GHIJKL ]\N^_M P`aIRNbIcH UWUXdNIR GaLH`NeR^HLNbIcH fX]NIR g`SThiLNPHLaI^M GaLH`NjHkI^^IRJ lZZH` mC nopqrstuvtwoxyvz{po|}~ € r qt‚zuy|ƒ~ ! "# $#% &'## ()* +',- '.) /) +01+)')) /) !-23''() * (4#,- '$# ##'( 5# 6*7'(#))'(# 5--)'8 !-2397*:::$; +# ! <)##'=4> +# ? #')) /) "#1+- @A8-)B'$- $ C#3#'< -)# "2>#'D'") @E@'"2># /) Peak Plumbing, Heating and Cooling 147 Airpark Unit 2D Gypsum, CO 81637 970-471-2757 Estimate 78110771 Job Estimate Date 7/10/2025 Billing Address Baker Builders 5660 Iris Parkway #Suite A Longmont, CO 80504 USA Job Address Nottingham Park Restrooms 1 Lake Street Avon, CO 81620 USA Estimate Details 2" Water entry: Excludes excavation and backfill Excludes permit fees and/or application fees with ERWSD. Service #Description Quantity Your Price Your Total PLUMB Plumbing Install: Install the following plumbing: - 2" Pressure reducing valve - 2" Water meter (Owner supplied through Eagle River Water sanitation district) - 2" Back-flow preventer. - 2 x 2" isolation valves 1.00 $30,000.00 $30,000.00 Potential Savings $0.00 Sub-Total $30,000.00 Tax $0.00 Total $30,000.00 Est. Financing $498.00 Thank you for choosing Peak Plumbing Heating and Cooling LLC! Peak Plumbing, Heating and Cooling 147 Airpark Unit 2D Gypsum, CO 81637 970-471-2757 Estimate 78110771 Job Estimate Date 7/10/2025 Billing Address Baker Builders 5660 Iris Parkway #Suite A Longmont, CO 80504 USA Job Address Nottingham Park Restrooms 1 Lake Street Avon, CO 81620 USA Estimate Details 2" Water entry: Excludes excavation and backfill Excludes permit fees and/or application fees with ERWSD. Service #Description Quantity Your Price Your Total PLUMB Plumbing Install: Install the following plumbing: - 2" Pressure reducing valve ($4000) - 2" Water meter (Owner supplied through Eagle River Water sanitation district) - Installation of water meter, water meter communication wire and sensor ($1500) - 2" Back-flow preventer. ($6000) - Backflow air gap drain to floor drain ($1000) - 2 x 2" isolation valves ($1200) - Floor drain to accomodate the backflow preventer ($3500) - Trap primer for floor drain ($500) - Water line for trap primer ($1200) - Insulate all piping ($800) - Waste & vent lines for floor drain ( $3200) - 69' of 1/2" copper water line for water fountains (dedicated line to winterize) ($4800) - Isolation and drain to winterize water fountains ($1200) - Poly water pipe adapter from water entry to mechanical room 2" copper piping ($1100) 1.00 $30,000.00 $30,000.00 Potential Savings $0.00 Sub-Total $30,000.00 Tax $0.00 Total $30,000.00 Est. Financing $498.00 Thank you for choosing Peak Plumbing Heating and Cooling LLC! GREASE WASTE BELOW GRADE (GW) INDIRECT WASTE NOTE: ALL SYMBOLS SHOWN ON LEGEND ARE NOT NECESSARILY USED. WASTE ABOVE GRADE DOMESTIC HOT WATER RECIRC. DOMESTIC HOT WATER DOMESTIC COLD WATER PLUMBING LEGEND MEDIUM PRESSURE NATURAL GAS GREASE WASTE ABOVE GRADE (GW) WASTE BELOW GRADE GASG MPG VENT THROUGH ROOF CLEAN OUT TO GRADE FLOOR CLEAN OUT WALL CLEAN OUT CLEAN OUT NEW DEMOLISH CO WCO FCO COTG (D) (N) VTR IW VENT CONDENSATE DRAINC UP THROUGH ROOFUTR PIPE RISER PIPE DROP PIPE TAKEOFF (FROM BOTTOM OF MAIN) PIPE TAKEOFF (FROM TOP OF MAIN) PIPE END CAP PIPE CONTINUATION PIPE EXPANSION GUIDE PIPE UNION PIPE ANCHOR FLEXIBLE PIPE CONNECTION PIPE EXPANSION JOINT POINT OF NEW CONNECTION AIR VENT PLUG VALVE CHECK VALVE BALL VALVE BALANCING VALVE BUTTERFLY VALVE PRESSURE REDUCING VALVE STRAINER PRESSURE - TEMP. TAP PRESSURE GAUGE 2-WAY CONTROL VALVE 3-WAY CONTROL VALVE 4-WAY CONTROL VALVE FLOW REGULATOR VALVE DIFFERENTIAL BYPASS VALVE NATURAL GAS PRESSURE REGULATOR THERMOMETER UPUP DOWNDN STORM DRAIN BELOW GRADE (SD) STORM DRAIN ABOVE GRADE (SD) COMBINATION WASTE & VENT (CW&V) PUMP DISCHARGEPD EXISTING(E) OVERFLOW DRAIN BELOW GRADE (OD) OVERFLOW DRAIN ABOVE GRADE (OD) PLUMBING SPECIFICATIONS: 1.GENERAL: a.FURNISH ALL LABOR, SUPERVISION, MATERIALS, EQUIPMENT AND FACILITIES NECESSARY TO FURNISH, FABRICATE, DELIVER, STORE AND INSTALL ALL WORK NOTED ON THE DRAWINGS AND/OR SPECIFIED HEREIN. b.THE CONTRACTOR SHALL FURNISH AND INSTALL ALL WORK NECESSARY TO MAKE A COMPLETE SYSTEM WHETHER OR NOT SUCH DETAILS ARE MENTIONED IN THESE SPECIFICATIONS OR SHOWN ON THE PLANS, BUT WHICH ARE OBVIOUSLY NECESSARY TO MAKE A COMPLETE SYSTEM, EXCEPTING ONLY THOSE PORTIONS THAT ARE SPECIFICALLY MENTIONED HEREIN OR PLAINLY MARKED ON THE ACCOMPANYING DRAWINGS AS BEING INSTALLED UNDER ANOTHER SECTION OF THE SPECIFICATIONS. 2.WORKMANSHIP: a.THE WORK SHALL BE ACCOMPLISHED IN A THOROUGH AND WORKMAN-LIKE MANNER SATISFACTORY TO AND MEETING THE APPROVAL OF THE OWNER AND ARCHITECT. 3.MATERIALS: a.ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND THE BEST OF THEIR RESPECTIVE KIND, FREE FROM ALL DEFECTS AND OF THE MAKE AND QUALITY SPECIFIED. 4.SITE INSPECTION: a.CONTRACTOR SHALL VISIT THE SITE OF WORK PRIOR TO SUBMISSION OF HIS BID AND THOROUGHLY FAMILIARIZE HIMSELF WITH THE WORKING CONDITIONS & EXACT NATURE OF THE WORK. b.SUBMISSION OF A BID ACKNOWLEDGES FULL RESPONSIBILITY FOR FURNISHING A COMPLETE AND FUNCTIONAL SYSTEM. c.NO CHANGES IN CONTRACT WILL BE MADE TO ACCOMMODATE OR ALLOW EXTRA FUNDS FOR ANY OMISSION WHICH RESULTS FROM A FAILURE TO THOROUGHLY MAKE THE EXAMINATION. 5.CODES AND PERMITS: a.ALL PLUMBING EQUIPMENT, INSTALLATION, ETC., SHALL CONFORM TO THE 2021 INTERNATIONAL PLUMBING CODE (IPC), 2021 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) AND ORDINANCES AS INTERPRETED BY THE TOWN OF AVON BUILDING DEPARTMENT. b.CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS. c.COPIES OF ALL PERMITS AND INSPECTION REPORTS SHALL BE SUBMITTED TO THE ARCHITECT. 6.AS-BUILTS: a.CONTRACTOR SHALL PROVIDE A COMPLETE SET OF AS-BUILT DOCUMENTS WITH ALL CHANGES NOTED THEREON AT THE COMPLETION OF THE PROJECT AND PRIOR TO FINAL ACCEPTANCE AND PAYMENT. 7.GUARANTEE: a.CONTRACTOR SHALL UNCONDITIONALLY GUARANTEE ALL LABOR AND MATERIALS ON ALL WORK AGAINST DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR AFTER COMPLETION. 8.SUBMITTALS: a.CATALOG INFORMATION AND CUTS OF ALL EQUIPMENT AND DEVICES SHALL BE ELECTRONICALLY SUBMITTED TO THE ARCHITECT FOR REVIEW. 9.COORDINATION: a.THE DRAWINGS ARE DIAGRAMMATIC AND INTENDED TO SHOW SCOPE. b.THE CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER TRADES TO PROVIDE BEST ARRANGEMENT OF ALL DUCTS, PIPES, CONDUIT, ETC. 10.CUTTING AND PATCHING: a.ALL CUTTING AND PATCHING REQUIRED OF THE STRUCTURE (NEW OR EXISTING) SHALL BE PROVIDED UNDER OTHER SECTIONS OF THE WORK. b.PROVIDE NECESSARY REQUIREMENTS TO THE PROJECT SUPERINTENDENT. c.X-RAY SLABS PRIOR TO CORING. 11.CLEANUP: a.UPON COMPLETION OF THE WORK UNDER THIS SECTION, THE CONTRACTOR SHALL REMOVE ALL SURPLUS MATERIALS, EQUIPMENT AND DEBRIS INCIDENTAL TO THIS WORK AND LEAVE THE PREMISES CLEAN AND ORDERLY. 12.PLUMBING IDENTIFICATION a.EQUIPMENT NAMEPLATES: METAL, WITH DATA ENGRAVED OR STAMPED, FOR PERMANENT ATTACHMENT ON EQUIPMENT. b.PIPE MARKERS: PREPRINTED, COLOR CODED, WITH LETTERING INDICATING SERVICE, AND SHOWING DIRECTION OF FLOW. c.VALVE TAGS: STAMPED OR ENGRAVED WITH 1/4" LETTERS FOR PIPING SYSTEM ABBREVIATION AND 1/2" NUMBERS, WITH NUMBERING SCHEME. PROVIDE 5/32" HOLE FOR FASTENER. d.VALVE TAG SCHEDULE: PREPARE A VALVE TAG SCHEDULE TO BE SUBMITTED TO THE MAINTENANCE ENGINEER FOR RECORD. 13.PIPE INSULATION: a.DOMESTIC WATER PIPING INSULATION SHALL HAVE A THERMAL CONDUCTIVITY LESS THAN OR EQUAL TO 0.27 BTU-IN/HR-FT2-°F. b.HOT & COLD WATER SUPPLY PIPING SHALL BE INSULATED AS FOLLOWS: PIPE SIZE (IN.)INSULATION THICKNESS (IN.) 1/2", 3/4" & 1"1" 1 1/4" THROUGH 6"1 1/2" c.NO HOT OR COLD WATER PIPING SHALL BE ROUTED IN EXTERIOR WALLS UNLESS PROPERLY INSULATED. d.CONDENSATE PIPING SHALL BE INSULATED WITH 3/8" FOAM PLASTIC. e.STORM DRAIN PIPING SHALL BE INSULATED WITH FIBERGLASS INSULATION FROM THE UNDERSIDE OF THE DECK TO THE VERTICAL RISER. 14.PIPING: a.WASTE AND VENT DRAIN PIPING: i.SHALL BE STANDARD WEIGHT CAST IRON HUB LESS TYPE OR SCHEDULE 40 PVC. b.WATER PIPING: i.SHALL BE TYPE "L" COPPER HARD DRAWN WITH WROUGHT COPPER FITTINGS. ii.JOINTS SHALL BE SOLDERED WITH 95-5 OR SILVER SOLDER. iii.CONCEALED WATER PIPING 3” & SMALLER CAN ALSO BE UPONOR AQUAPEX APR, REHAU RAUPEX OR EQUIVALENT-PROVIDE DEDUCT ALTERNATE PRICING. iv.UNLESS OTHERWISE NOTED, ALL WATER PIPE SIZING IS BASED UPON COPPER. IF ASTM APPROVED PEX IS UTILIZED, UPSIZE ONE NOMINAL SIZE FROM THAT SHOWN ON PLANS. 15.EACH PLUMBING VENT SHALL TERMINATE NOT LESS THAN TEN FEET FROM ANY MECHANICAL INTAKE AND AT LEAST THREE FEET FROM ANY OPENING INTO THE BUILDING. 16.VERIFY INVERT ELEVATION OF WASTE LINE IN STREET PRIOR TO ROUTING ANY PIPING. PROVIDE SEWAGE WASTE EJECTOR IF I.E. OF EXISTING SANITARY WASTE CAN NOT BE ACCOMMODATED. 17.CLEAN-OUTS SHALL BE INSTALLED AS PER 2021 IPC SECTION 708. 18.PROVIDE WATERTIGHT FLASHING WHEREVER PIPES PASS THRU EXTERIOR WALLS, ROOF AND FLOORS. 19.PENETRATION IN WALLS REQUIRING PROTECTED OPENINGS SHALL BE FIRE-STOPPED. FIRE-STOPPING SHALL BE AN APPROVED MATERIAL SECURELY INSTALLED AND CAPABLE OF MAINTAINING ITS INTEGRITY WHEN SUBJECTED TO TEST TEMPERATURE FOR SPECIFIC WALL OR PARTITION. 20.PROVIDE FELT WITH METAL BACKING VIBRATION ISOLATION SLEEVES OR PADS AT ALL PIPE HANGERS OR SUPPORTS AND ALL POINTS WHERE PIPING COMES IN CONTACT WITH ANY PORTION OF THE STRUCTURE. APPLIES TO ALL WATER AND WASTE PIPING. 21.LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL VERIFY EXACT LOCATIONS AND DEPTHS OF UTILITIES PRIOR TO STARTING WORK OF THIS SECTION. MAKE REQUIRED ADJUSTMENTS TO CONNECT TO EXISTING UTILITIES. IF INDICATED POINTS OF CONNECTION CANNOT BE MADE TO UTILITIES AS FOUND, THE CONTRACTOR SHALL, BEFORE CONTINUING, NOTIFY THE ARCHITECT PRIOR TO INSTALLING ANY WORK WHICH MAY BE AFFECTED. 22.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY AVAILABLE SPACES FOR INSTALLING THE WORK. 23.VALVES SHALL BE NIBCO, JENKINS, WALWORTH, STOCKHAM OR EQUAL. SERVICE PRESSURE SHALL BE SUITABLE FOR SERVICE INTENDED. 24.PROVIDE HANGERS AND SUPPORTS MEETING THE REQUIREMENTS SPECIFIED IN THE 2021 IPC SECTION 308. PLUMBERS TAPE AND WIRE ARE NOT ACCEPTABLE. 25.CONTRACTOR SHALL AFFIX A MAINTENANCE LABEL TO ALL EQUIPMENT REQUIRING ROUTINE MAINTENANCE AND SHALL PROVIDE THREE COPIES OF MAINTENANCE AND OPERATING MANUALS TO THE OWNER/OPERATOR. 26.CONTRACTOR SHALL ARRANGE FOR AND PAY FOR ALL UTILITY METERS AND UTILITY CONNECTIONS. 27.ALL PLUMBING LINES SHALL BE CONCEALED WITHIN THE BUILDING STRUCTURE TO THE GREATEST EXTENT POSSIBLE. ALL LINES NOT CONCEALED SHALL BE SECURED 6" OFF FLOOR AND 3/4" FROM WALL AND CEILINGS USING OFFSET BRACKETS. 28.AN APPROVED BACKFLOW PREVENTER SHALL BE PROPERLY INSTALLED UPSTREAM OF ANY POTENTIAL HAZARD BETWEEN THE POTABLE WATER SUPPLY AND A SOURCE OF CONTAMINATION. 29.ALL SINGLE AND THREE PHASE MOTORS, STARTERS AND DISCONNECTS SHALL BE PROVIDED BY THE PLUMBING CONTRACTOR AND WIRED BY THE ELECTRICAL CONTRACTOR. DOMESTIC WATER ENTRY DETAIL NO SCALE WATER SERVICE BY THE CIVIL CONTRACTOR. REFERENCE THE SITE PLAN FOR CONTINUATION. EXACT LOCATION, CURB STOP & INVERT ELEVATIONS. FULL SIZE DOWN PRVSTRAINER D 212"2" NOTE: ENSURE 93 PSI WATER PRESSURE PRIOR TO METER. IF BELOW 93 PSI CONTACT ENGINEER BOOSTER PUMP REQUIRED. 212" DOMESTIC WATER SERVICE M #8 BARE COPPER WIRE 112" METER PROVIDED BY THE EAGLE RIVER WATER AND SANITATION DISTRICT WATER ENTRY STATION TO BE LOCATED IN MEP 006. COORDINATE EXACT LOCATION WITH OTHER TRADES. 2" WATTS LF223S OR EQUIVALENT 212" ZURN 975XL2 OR EQUIVALENT WATER ENTRY STATION SIZED BASED ON FIXTURE QUANTITIES SHOWN IN SPREADSHEET ABOVE. of ww w . a e c - v a i l . c o m a PO B o x 8 4 8 9 , 4 0 8 0 1 U S H w y 6 & 2 4 , S t e 2 1 4 , A v o n , C o l o r a d o , 8 1 6 2 0 Me c h a n i c a l , E l e c t r i c a l & L i g h t i n g D e s i g n S e r v i c e s Ar c h i t e c t u r a l E n g i n e e r i n g C o n s u l t a n t s Te l e p h o n e : 9 7 0 - 7 4 8 - 8 5 2 0 ce Drawn By:Checked By: DATE:ISSUE: 07/25/24 BID SET AEC PROJECT #: EA S T P A R K IM P R O V E M E N T S PR O J E C T AV O N , C O L O R A D O 24030 An O f f i c e w i t h L E E D ™ A c c r e d i t e d P r o f e s s i o n a l s 08/22/24 ADDENDUM #41 09/03/24 ADD FEEDER FOR W 02/19/25 ISSUE C PERMIT SET3 04/16/25 REVISION 26 06/13/25 PLUMBING PERMIT7 2 MWS TOC PLUMBING LEGEND SPEC'S & DETAILS P1.0 1 2 7 MEN'S 003 JANITOR 004 FAMILY 005 WOMEN'S 001 JANITOR 002 T/O PAVERS +100' - 0" T/O PAVERS +100' - 0" 3 4 A B C MEP 006 + 100' - 0" T/O CONC T/O CONC PRIVACY WALL LINE OF CANOPY ABOVE PLAZA SITE WALL, REF LA DWGS DS DS DS 21 + 100' - 0" MODULAR BUILD BY OTHERS MODULAR BUILD BY OTHERS SHEET DETAIL NOTES: 2" DOMESTIC COLD WATER SERVICE. REFERENCE CIVIL DRAWINGS FOR CONTINUATION. DOMESTIC WATER ENTRY STATION. REFERENCE SHEET P1.0 FOR DETAIL. CONNECT 212" CW TO PIPE INSTALLED UNDER MODULAR WORK. REFERENCE MODULAR DRAWINGS FOR DOMESTIC WATER CONTINUATION. FIELD CONTRACTOR TO INSTALL PIPE CONNECTOR THROUGH CRAWLSPACE BETWEEN MODULES. SIZE PER MODULAR DRAWINGS. CONNECT 3 4" CW TO HOSE BIBB. PROVIDE WOODFORD MODEL 101 OR EQUIVALENT. CONNECT 12" CW AND 112" W TO DRINKING FOUNTAIN. PIPING SIZED BASED ON TWO SPIGOTS PER FOUNTAIN. COORDINATE EXACT LOCATION WITH OWNER. DRINKING FOUNTAIN SPECIFICATION BY OTHERS. SLOPE WATER LINE SERVING DRINKING FOUNTAINS BACK TO ACCESS HATCH AT 14"/FOOT AND PROVIDE SHUT OFF AND DRAIN VALVE. DRINKING FOUNTAIN WATER LINE SHALL BE DRAINED INTO BUCKET PRIOR TO BEING EXPOSED TO ANY FREEZING CONDITIONS. PROCEDURES SHOULD BE REVIEWED WITH OWNERS AND IT SHALL BE THEIR RESPONSIBILITY TO SHUT DOWN THE SYSTEM WHENEVER OUTSIDE TEMPERATURES MAY FREEZE. AEC WILL NOT BE RESPONSIBLE FOR DAMAGES IN THE EVENT OF BURST PIPES OR FLOODING. CONNECT 112" W TO 4" WASTE LINE IN CRAWLSPACE SHOWN UNDER MODULAR DRAWINGS SCOPE. CONNECT 114" V TO 2" OR LARGER VENT LINE IN PLUMBING CHASE SHOWN UNDER MODULAR DRAWINGS SCOPE. CONNECT 4" W AND 2" V TO FLOOR SINK. PROVIDE ZURN FD2375 OR EQUIVALENT. ROUTE INDIRECT WASTE FROM BACKFLOW TO FLOOR SINK. CONTRACTOR TO ENSURE WASTE INSTALLED IN CRAWLSPACE UNDER MODULAR DRAWINGS SCOPE IS MAINTAINED AS 4" ALL THE WAY TO THE MEP ROOM 006. CONNECT 4" W TO 4" WASTE LINE IN CRAWLSPACE SHOWN UNDER MODULAR DRAWINGS SCOPE. CONNECT 2" V TO 2" OR LARGER VENT LINE IN PLUMBING CHASE SHOWN UNDER MODULAR DRAWINGS SCOPE. CONNECT 12" CW AND 112" W TO WATER BOTTLE FILLING STATION. COORDINATE EXACT LOCATION WITH OWNER. FILLING STATION SPECIFICATION BY OTHERS. GENERAL NOTES: 1.OFFSET PIPING AS REQUIRED TO AVOID ALL DUCTWORK, LIGHTS, AND STRUCTURE. COORDINATE ALL STRUCTURAL PENETRATIONS WITH THE STRUCTURAL ENGINEER. 2.ALL PIPING PASSING THROUGH FIRE-RATED ASSEMBLIES SHALL INCLUDE A FIRE-RATED PIPE SEALANT RATED TO MATCH THAT OF THE ASSEMBLY. 3.INSTALL CLEANOUTS PER SECTION 708 OF THE IPC. NOT ALL REQUIRED CLEANOUTS NECESSARILY SHOWN. COORDINATE ALL FINAL LOCATIONS WITH THE ARCHITECT PRIOR TO INSTALLATION. 4.ALL PIPING SHOWN DASHED IS TO BE INSTALLED IN CRAWLSPACE OR BELOW GRADE. 1 2 2"CW 2 1 212"CW 3 3 4 4 4 CW DN TO CRAWLSPACE CW DN TO CRAWLSPACE CW INSTALLED IN CRAWLSPACE 5 5 6 12"CW DN TO CRAWLSPACE 1/ 4 " / F T . 1/4"/FT. 1/ 4 " / F T . SHUT OFF AND DRAIN VALVE 11 6 PIPING SHOWN DASHED IS TO BE INSTALLED IN CRAWLSPACE OR BELOW GRADE. 7 7 7 7 7 114"V DN 112"W 8 8 114"V DN 8 10 9 9 2"V DN 10 3 4"CW 12"CW 12"CW 12"CW 12"CW 112"W 6 114"V DN 8 12"CW 112"W 11 of ww w . a e c - v a i l . c o m a PO B o x 8 4 8 9 , 4 0 8 0 1 U S H w y 6 & 2 4 , S t e 2 1 4 , A v o n , C o l o r a d o , 8 1 6 2 0 Me c h a n i c a l , E l e c t r i c a l & L i g h t i n g D e s i g n S e r v i c e s Ar c h i t e c t u r a l E n g i n e e r i n g C o n s u l t a n t s Te l e p h o n e : 9 7 0 - 7 4 8 - 8 5 2 0 ce Drawn By:Checked By: DATE:ISSUE: 07/25/24 BID SET AEC PROJECT #: EA S T P A R K IM P R O V E M E N T S PR O J E C T AV O N , C O L O R A D O 24030 An O f f i c e w i t h L E E D ™ A c c r e d i t e d P r o f e s s i o n a l s 08/22/24 ADDENDUM #41 09/03/24 ADD FEEDER FOR W 02/19/25 ISSUE C PERMIT SET3 04/16/25 REVISION 26 06/13/25 PLUMBING PERMIT7 2 7 MWS TOC PLUMBING PLAN SCALE 1/4" = 1'-0" P2.0 2 2 NORTH PLUMBING PLAN SCALE: 1/4" = 1'0" CO-5 Form Approved by Town Attorney – 05/15/2024 Attachment G Perennials Symbol Key Botanical Common Name QTY Size Spacing 1 gal. Notes NR Nepeta 'Racemosa'Catmint 30 as shown Grasses Symbol Key Botanical Common Name QTY Size Spacing Notes 1 gal.SR Sedum reflexum Sedum 'Blue Spruce'30 as shown 1 gal.HS Hylotelephium spectabile Sedum 'Autumn Joy'28 as shown 1 gal.AA Aster alpinus Alpine Aster 29 as shown CA Calamagrostis x acutiflora 'Karl Foerster' Feather Reed Grass 12 as shown5 gal. full sun - part shade full sun - part shade full sun Shrubs Symbol Key Botanical Common Name QTY Size Spacing EN Dwarf Blue Rabbitbrush 5 gal. as shownEricameria nauseosa 9 Notes AS Aquilegia saximontana Rocky Mountain Columbine 28 1 gal.as shown shade - part shade full sun PR Pulmonaria 'Raspberry Splash'Lungwort 14 1 gal.as shown shade - part shade AM Aachillea millefolium 'Red Beauty'Red Beauty Yarrow 32 1 gal.as shown full sun HP Hemerocallis x 'Purple de Oro' Purple D'Oro Reblooming Daylily 31 1 gal.as shown full sun PA Russian Sage 5 gal. as shownPerovskia atriplicifolia 3 full sun HR Hemerpcallis 'Fulva'Orange Daylily 28 1 gal.as shown LD Lilium 'El Divo'El Divo Lily 35 1 gal.as shown LL Lilium lancifolium Tiger Lily 32 1 gal.as shown EF Echinacea 'Flame Thrower' Hybrid Coneflower 28 1 gal.as shown EC Echinacea 'Glowing Dream'35 1 gal.as shown PE Penstemon eatonii Firecracker Penstemon 27 1 gal.as shown MO Monarda 'Gardenview Scarlet'Bee-Balm 27 1 gal.as shown SN Salvia nemorosa 'Blue Marvel' Blue Marvel Salvia 31 1 gal.as shown SS Salvia x sylvestris 'Schneehugel' Snow Hill Snow Hill Sage 28 1 gal.as shown DS Deschampsia cespitosa 'Northern Lights' Tufted Hair Grass 43 as shown5 gal. MG Miscanthus sinesis 'Graziella' Graziella Maiden Hair Grass 22 as shown5 gal. PC Panicum virgatum 'Cloud Nine'Tall Switch Grass 21 as shown5 gal. Hybrid Coneflower full sunRFAustrian Copper Rose 5 gal. as shownRosa foetida 'bicolor'3 CS Kelsey's Dwarf Red-Osier Dogwood 5 gal. as shownCornus stolonifera 'Kelsey"9 full sun - part shade FG Festuca glauca Blue Fescue 26 as shown5 gal. VO Snowball Viburnum Viburnum opulus 'Roseum' 5 gal. as shown6 PL Mock Orange 5 gal. as shownPhiladelphus lewisii 5 SP Miss Kim Lilac 5 gal. as shown Syringa pubescens subsp. patula 'Miss Kim' 3 BT Orange Rocket Barberry 5 gal. as shownBerberis thunbergii 'Orange Rocket'3 1 gal.GP Gaillardia pulchella Indian Blanket Flower 28 as shown 1 gal.PS Penstemon strictus Rocky Mountain Penstemon 28 as shown 1 gal.LI Lavandula intermedia 'Phenomenal'Lavender 32 as shown Symbol Key Botanical Common Name QTY Size Spacing Notes Groundcover Plants DF 90 1 Qt.Ice Plant Galium odoratumGO 65Sweet Woodruff Delosperma 'Fire Spinner' and Mesa Verde' Plant 50/50 mix of both cultivars Phlox subulata 'Fort Hill'PF 76Fort Hill Moss Phlox 1 Qt. 1 Qt.12" OC 12" OC 12" OC Groundcover Symbol Common Name Total Area Material / Product Depth / Rate Supplier Bark Mulch Leucanthemum x superbum Shasta Daisy 34 1 gal.as shown SS 123Stonecrop 1 Qt.12" OCSedum spurium 'Roseum' full sun - part shade 1 gal.DG Dianthus gratianopolitanus 'Firewitch' Dianthus Firewitch 33 as shown 1 gal.AJ Astilbe japonica 'Peach Blossom' Astilbe Peach Blossom 32 as shown 5 gal. as shown3SMSem Ash Leaf Spirea Sorbaria sorbifolia 'Sem' PLANT SCHEDULE 1 gal.HA Hosta undulata var. albomarginata Hosta Albo Marginata 25 as shown 1 gal.DC Dicentra spectabilis Bleeding Heart 25 as shown 1 gal.BM Brunnera mactophylla Brunnera Jack Frost 27 as shown 5 gal. as shown3COCranberry Cotoneaster Cotoneaster apiculatus shade - part shade shade - part shade shade - part shade full sun - part shade full sun - part shade full sun - part shade full sun full sun full sun - part shade full sun full sun - part shade full sun full sun - part shade full sun - part shade full sun full sun - part shade full sun - part shade full sun full sun - part shade full sun - part shade full sun - part shade PG Dwarf Globe Blue Spruce 5 gal. as shownPicea Pungens 'Globosa'3 full sun - part shade Native Seed 23,184 SF Low Grow Mix 1 lbs / 1000 SF Arkansas Valley Seed River Rock Cobble 245 SF 1" to 2" Ø Round Stones (un-crushed)3" Depth 12898 7430.03 tob 12899 7428.94 tob 12924 7420.22 bob 12925 7424.34 fence 12926 7426.34 fence 12927 7423.11 bob 74 3 7 74 3 8 74 3 9 7436 7436 7437 7438 7430 7431 74 3 6 7437 743 5 74 3 5 74 3 1 7431 7432 743 2 7433 74 3 3 7434 74 3 4 743 6 7436 7437 7437 7438 7439 7440 7437 7438 7439 7441 7441 7442 744 2 743 7 7438 74 3 9 7437 7437 7437 7437 7435 7432 7433 7434 7436 7437 7438 743 9 7440 7439 743 8 7439 7436 743 6 7440 7436 7437 7438 7439 744 0 744 1 7435 7440 7432 7433 7434 7436 7437 7438 7439 74 3 5 74 4 0 743 2 743 3 743 4 74 3 6 74 3 7 74 3 8 74 3 9 74 4 1 74 4 0 74 3 8 743 9 74 4 1 74 4 2 74 4 3 74 4 4 74 2 0 7425 7430 7435 7421 7422 7423 7424 7426 7427 7428 7428 7428 7429 7429 7429 7431 7432 7433 7434 7436 743 0 7430 7428 7429 7431 7432 743 3 7434 74 2 2 744 0 74 3 6 743 7 7438 7439 744 1 744 2 744 3 744 0 7445 743 7 743 8 743 9 7441 7442 7443 744 4 744 0 7440 7437 7438 743 6 H3 H2 H2 H3 H3 H1 H2 H2 H2 H2H3 H2 H2 H3 H2 34 34 33 33 32 37 38 39 744 0 34 31 32 33 31 32 33 34 743 5 36 743 5 36 31 39 38 37 36 7435 39 38 37 36 37 38 39 74 4 0 7440 39 38 37 38 37 41 H1 H1 H1 H1 34 34 33 33 32 37 38 39 744 0 34 31 32 33 31 32 33 34 743 5 36 743 5 36 31 39 38 37 36 7435 39 38 37 36 37 38 39 74 4 0 7440 39 38 37 38 37 41 39 38 EXISTING TREES TO REMAIN EXISTING TREES TO EXISTING TREES TO REMAIN EXISTING SIDEWALK TO REMAIN SM (3) CS (3) PA PA PA CS (3) PG (3) EN (3) EN (3) PA (3) HR (6) PG BT (3)EN (3) RF (3) CS (3) CO (3) PG PED PAVERS (REF 2 / L5.1) XERISCAPE DEMONSTRATION GARDEN ASPHALT PARKING ASPHALT PARKING MULCH PLANT BED, TYP MULCH PLANT BED, TYP MULCH PLANT BED, TYP PROPOSED RAIN GARDEN (REF 5 / L5.3) STEPPED STONE VENEER SEAT WALL WITH UNDER CAP LIGHTING (REF 1 / L4.1 FOR ELEVATION) LD (10) HP (15) SN (9) DS (15) EC (15) HS (7) EF (5) FG (4) LS (10) PC (3) AJ (6) DS (5) HA (7) SR (14) NR (9)LS (10) DS (3) MO (8) FG (3) GP (16) PE (13) DS (3) BM (8) PR (14) EF (10) SR (9) DS (12) EF (6) SN (9) BM (10) AS (10) AS (11)CA (3) AJ (11)PC (3) HA (8)FG (5) AJ (15) LD (25) MG (22) HA (5) HA (5) HR (6) PL (3) VO (3) BM (9) NATIVE SEED MIX AA (7) LI (8) AM (11)NR (7) EC (8) HR (5) SS (10) EC (7) HR (5) LI (7) AM (8) DC (8) LL (13)PL (2) PC (3) DG (12) VO (3) MO (7) CA (3) PS (9) SP (3) NATIVE SEED (2) MODULAR RESTROOM BUILDINGS (REF ARCH) DRAIN INLET (REF CIVIL) SN (6) PS (5) GP (5) CA (3) LL (5) MO (7) LS (7)PS (7) HS (9) EC (5) PE (7) SS (7) AA (7) NR (7) AM (14) HP (9) DG (9) LI (8) PC (7) LL (6) HS (7) SR (7) DC (9) MO (5) EF (7) SS (11) LI (9) FG (5) CA (3) HR (6) DG (5) NR (7)LS (7) FG (3) PEDESTRIAN PAVERS AND CONC EDGE RESTRAINT (REF 2 / L5.1) GP (7) AA (7) DC (8) DS (5) PE (7) HP (7) SN (7) PS (7) FG (3) 10' WIDE RECONSTRUCTED ASPHALT PATH (REF CIVIL) ELECTRICAL PEDESTAL / AMP CIRCUIT BREAKER (REF ELEC DWGS) DC (3) CA (3) AS (7) DG (4) AA (5) MO (7) HR (5) PE (3) GP (7) AS (5) DG (5) PC (3)HA (3) DC (6) SS (5) PE (3) SN (5) LL (5) AA (9) FG (3) AS (7) PC (3) DG (7) LL (7) NATIVE SEED NATIVE SEED NATIVE SEED NATIVE SEED SYMBOL LEGEND: BUILDING ENTRY LANDSCAPE EDGING (214 LF) (REF 6 / L5.1) ANGULAR BOULDERS FLAT TOP ANGULAR SANDSTONE SIZES: 2'x2'x5', 3'x3'x6', 4'x4'x7' QTY: 10 (REF 1 / L5.1) STREET LIGHTS TOA STANDARD QTY: 7 WALL LIGHTS QTY: 65 LIMIT OF WORK CONCRETE SIDEWALK QTY: 1,233 SF (REF CIVIL) PAVING LEGEND: P1 ASPHALT QTY: 4,588 SF (REF CIVIL)P2 PEDESTRIAN PAVERS QTY: 4,205 SF (REF 2 / L5.1)P3 COLORED CONCRETE QTY: 417 SF Co p y r i g h t © 2 0 2 4 b y Z e h r e n & A s s o c i a t e s I n c . L2.1 1 LANDSCAPE PLAN 1" = 16'-0"8'16' 32'0 HYDRO ZONES H2 PERENNIAL BEDS - DRIP IRRIGATION LOW TO MEDIUM WATER REQUIREMENTS TREE AND SHRUB BEDS - DRIP IRRIGATION LOW TO MEDIUM WATER REQUIREMENTS LAWN AREAS - SPRAY IRRIGATION HIGH WATER REQUIREMENTH1 H3 05 05 05 05 05 Fescue Sod Rivendell Distribution or Equal22,034 SF CONTROLLER 120 VAC POWER REQUIRED POC NON-POTABLE WATER SOURCE SIZE: 1-INCH PRESSURE: 80 PSI FLOW: 25 GPM EXISTING NON-POTABLE MAINLINE LOCATED APPROXIMATELY 10 FEET NORTH OF EXISTING ASPHALT PATH. COORDINATE WITH TOWN OF AVON FOR EXACT LOCATION AND TAP INSTALLATION REQUIREMENTS. A 2 1 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 2.0 2.0 2.0 2.0 2.0 2.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 114" 114" 114" 114" A11.00 Shrub1"A25.55 Shrub1" A39.8 Native1" A41.36 Shrub1" A139.97 Shrub1" A122.67 Shrub1" A81.00 Shrub1" A116.04 Shrub1" A920.7 Turf1" A614.2 Turf1" A522.1 Turf1" A14- Shrub1"A15- Shrub1" A1022.4 Turf1" IRRIGATION CONTRACTOR TO INSTALL VALVES A14 AND A15 FOR FUTURE USE. TWO (2) 3-INCH IRRIGATION SLEEVES FOR FUTURE USE. TWO (2) 3-INCH IRRIGATION SLEEVES FOR FUTURE USE. TWO (2) 3-INCH IRRIGATION SLEEVES FOR FUTURE USE. 11 4" 11 4" 11 4" 2.0 4.0 11 4"A072.25 Shrub1" Co p y r i g h t © 2 0 2 4 b y Z e h r e n & A s s o c i a t e s I n c . NORTH 0 SA feet163248 1"16 Qty Unit $/Unit Total 1 $2,000.00 2,000.00$ 2,000.00$ 30 140.00$ $140.00 4,200.00$ 1 600.00$ $600.00 600.00$ 6,800.00$ WE AGREE hereby to make the change(s) specified above at this price 6,800.00$ Change Order Date: 8/26/2025 NOTE: This Change Order becomes part of and in conformance with the existing contract. Revised Contract Total: Original Contract Amount:84,000.00$ 90,800.00$ Previous Change Orders -$ Description Weld modular frame to foundation Man Hours Material Change Order Total ACCEPTED - The above prices and specifications of this Change Order are satisfactory and are hereby accepted. All work to be performed under the same terms and conditions as specified in original contract unless otherwise stipulated. Date of Acceptance: Signature: Printed Name: Change Order Number: 1 Project name: East Nottingham Park Project Number: 25-6006 Contract Number: Baker Industrial Fabrication LLC 5660 Iris Parkway Frederick, CO 80504 720-491-3427 Project #18008 Change Order - East Park 8/26/2025 3:02 PM Page 1 of 1 (Welder, fans, Smoke Eater, O2 Sensor) E Park_CO5_Debris Waterfountains Plumbing Landscaping Welding Final Audit Report 2025-08-28 Created:2025-08-28 By:Nicole Mosby (nmosby@avon.org) Status:Signed Transaction ID:CBJCHBCAABAA23lFH5oac1vrCiznZd0v0yXaa8-fXTQm "E Park_CO5_Debris Waterfountains Plumbing Landscaping We lding" History Document created by Nicole Mosby (nmosby@avon.org) 2025-08-28 - 7:50:16 PM GMT Document emailed to Nicole Mosby (nmosby@avon.org) for signature 2025-08-28 - 8:00:26 PM GMT Document e-signed by Nicole Mosby (nmosby@avon.org) Signature Date: 2025-08-28 - 8:01:34 PM GMT - Time Source: server Document emailed to tbeen@bakerbuildersco.com for signature 2025-08-28 - 8:01:42 PM GMT Email viewed by tbeen@bakerbuildersco.com 2025-08-28 - 8:31:12 PM GMT Signer tbeen@bakerbuildersco.com entered name at signing as Terry W Been 2025-08-28 - 8:32:44 PM GMT Document e-signed by Terry W Been (tbeen@bakerbuildersco.com) Signature Date: 2025-08-28 - 8:32:46 PM GMT - Time Source: server Document emailed to Eva Wilson (ewilson@avon.org) for signature 2025-08-28 - 8:32:56 PM GMT Email viewed by Eva Wilson (ewilson@avon.org) 2025-08-28 - 8:41:46 PM GMT Document e-signed by Eva Wilson (ewilson@avon.org) Signature Date: 2025-08-28 - 8:42:28 PM GMT - Time Source: server Agreement completed. 2025-08-28 - 8:42:28 PM GMT