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4. The Summit at Avon - Civil DRB PackageCo 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 . THIS ALTA/NSPS LAND TITLE SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY KIMLEY-HORN AND ASSOCIATES, INC. TO DETERMINE OWNERSHIP OF THIS TRACT, VERIFY THE DESCRIPTION SHOWN, VERIFY THE COMPATIBILITY OF THIS DESCRIPTION WITH THAT OF ADJACENT TRACTS, OR VERIFY EASEMENTS OF RECORD. FOR ALL INFORMATION REGARDING EASEMENTS, RIGHTS-OF-WAY OR TITLE OF RECORD, KIMLEY-HORN AND ASSOCIATES, INC. RELIED UPON TITLE COMMITMENT ORDER NO. ABC50073789-2, COMMITMENT DATE JANUARY 31, 2025 AT 5:00 P.M., PREPARED BY LAND TITLE GUARANTEE COMPANY. EXCEPT AS OTHERWISE EXPRESSLY NOTED IN NOTES BELOW, KIMLEY-HORN AND ASSOCIATES, INC. DID NOT EXAMINE OR ADDRESS THE EFFECTS, FEES OR ASSESSMENTS DUE, TERMS, CONDITIONS, PROVISIONS, OBLIGATIONS, RESERVATIONS AND/OR RESTRICTIONS CONTAINED IN THE DOCUMENTS REFERRED TO IN ANY ITEMS SHOWN IN THE TITLE COMMITMENT. EASEMENTS AND PUBLIC DOCUMENTS SHOWN OR NOTED HEREON WERE EXAMINED AS TO LOCATION AND STATED PURPOSE AND WERE NOT EXAMINED AS TO RESERVATIONS, RESTRICTIONS, CONDITIONS, OBLIGATIONS, TERMS, OR AS TO THE RIGHT TO GRANT THE SAME. #- INDICATES THE EXCEPTION NUMBER WITHIN SCHEDULE B OF THE ABOVE TITLE REPORT. (BOLD TEXT INDICATES SURVEYOR'S PARENTHETICAL NOTE) EXCEPTION NOS. 1-8 ARE STANDARD EXCEPTIONS. (CONTAIN NO PLOTTABLE INFORMATION) 9.RIGHT OF PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE THEREFROM SHOULD THE SAME BE FOUND TO PENETRATE OR INTERSECT THE PREMISES AND A RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES, AS RESERVED IN UNITED STATES PATENT RECORDED SEPTEMBER 23, 1941, IN BOOK 128 AT PAGE 122. (INCLUDES SURVEYED PROPERTY AND OTHER LANDS (S/2 OF THE NW/4 SEC.12) 10.RESTRICTIVE COVENANTS WHICH DO NOT CONTAIN A FORFEITURE OR REVERTER CLAUSE, BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW, AS CONTAINED IN RESTATEMENT OF AND SIXTH AMENDMENT TO DECLARATION OF PROTECTIVE COVENANTS FOR BENCHMARK AT BEAVER CREEK SUBDIVISION RECORDED APRIL 23, 1985 IN BOOK 411 AT PAGE 960, AND AMENDMENT THERETO RECORDED FEBRUARY 7, 1990 IN BOOK 522 AT PAGE 721, AS RECEPTION NO. 418888. (INCLUDES SURVEYED PROPERTY AND OTHER LANDS - NO PLOTTABLE MATTERS) 11.PROPERTY USE LIMITATIONS AS CONTAINED IN DEED RECORDED JUNE 29, 1979 IN BOOK 287 AT PAGE 548 AND RECORDED JANUARY 14, 1980 IN BOOK 297 AT PAGE 398. NOTE : ALL RESTRICTIVE COVENANTS ARE RELEASED AS TO LOT B EXCEPT THE COVENANTS WHICH STATE THE PROPERTY MAY NOT BE USED AS "A GROCERY STORE, WHETHER INDEPENDENT OR CHAIN OPERATED, BUT NOT INCLUDING OTHER STORES WHICH MAY OFFER ON AN ANCILLARY BASIS CERTAIN SELECTED ITEMS FOR SALE WHICH MAY ALSO BE SOLD BY AN INDEPENDENT OR CHAIN OPERATED STORE" AND ALL RESTRICTIVE COVENANTS ARE RELEASED WITH RESPECT TO THE AVON CENTER COMMERCIAL UNITS EXCEPT THE GROCERY STORE RESTRICTIVE COVENANT AND THE COVENANTS WHICH STATE THE PROPERTY MAY NOT BE USED AS "A GASOLINE SALES OR SERVICE STATION" AND "ANY AUTOMOTIVE INDUSTRY RELATED SALES OR SERVICE BUSINESS, SUCH AS A NEW OR USED CAR DEALERSHIP, A JUNK YARD, AN AUTO REPAIR SHOP, A NEW OR USED AUTO SALES STORE OR WAREHOUSE, OR A CAR WASH" BY INSTRUMENT RECORDED MAY 8, 1997 IN BOOK 726 AT PAGE 195. (INCLUDES SURVEYED PROPERTY AND OTHER LANDS - NO PLOTTABLE MATTERS) 12.TERMS, CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN COVENANTS REGARDING PARKING RECORDED DECEMBER 11, 1981 UNDER RECEPTION NO. 229640. (INCLUDES SURVEYED PROPERTY AND OTHER LANDS - NO PLOTTABLE MATTERS) 13.EASEMENTS, RESERVATIONS AND RESTRICTIONS AS SHOWN OR RESERVED ON THE RECORDED FINAL PLAT OF AVON CENTER AT BEAVER CREEK RECORDED OCTOBER 25, 1988 IN BOOK 493 AT PAGE 704. (INCLUDES SURVEYED PROPERTY AND OTHER LANDS - NO PLOTTABLE MATTERS WHICH FALL ON SURVEYED PROPERTY) 14.TERMS, CONDITIONS AND PROVISIONS OF RECIPROCAL EASEMENT AGREEMENT RECORDED FEBRUARY 11, 1993 IN BOOK 601 AT PAGE 341 AND AS AMENDED BY FIRST AMENDMENT THERETO RECORDED DECEMBER 30, 1999 UNDER RECEPTION NO. 719196, SECOND AMENDMENT THERETO RECORDED SEPTEMBER 25, 2008 UNDER RECEPTION NO. 200820673 AND THIRD AMENDMENT THERETO RECORDED NOVEMBER 15, 2019 UNDER RECEPTION NO. 201919504 (INCLUDES SURVEYED PROPERTY AND OTHER LANDS - BLANKET RECIPROCAL PARKING EASEMENTS) 15.TERMS, CONDITIONS AND PROVISIONS OF MEMORANDUM OF AGREEMENT TO ADJUST PROPERTY BOUNDARIES BY AND BETWEEN AVON CENTER AT BEAVER CREEK - I HOMEOWNERS ASSOCIATION, AVON COMMERCIAL CENTER, LTD., SHAPIRO DEVELOPMENT CO., AND KENNETH E. SHAPIRO RECORDED DECEMBER 30, 1999 RECEPTION NO. 719186 AND FIRST AMENDMENT RECORDED MAY 7, 2003 AT RECEPTION NO. 832541, SECOND AMENDMENT RECORDED SEPTEMBER 25, 2008 UNDER RECEPTION NO. 200820673 AND THIRD AMENDMENT RECORDED NOVEMBER 14, 2019 UNDER RECEPTION NO. 201919391. NOTICE OF ASSIGNMENT AND ACKNOWLEDGEMENT OF DECLARANT RIGHTS RECORDED DECEMBER 30, 1999 UNDER RECEPTION NO. 719187. ASSIGNMENT AND ASSUMPTION AGREEMENT RECORDED MAY 7, 2003 UNDER RECEPTION NO. 832540. PARTIAL ASSIGNMENT OF DECLARANT RIGHTS RECORDED OCTOBER 4, 2010 UNDER RECEPTION NO. 201019952. DELEGATION OF DEVELOPMENT RIGHTS RECORDED NOVEMBER 15, 2019 UNDER RECEPTION NO. 201919501. NOTICE OF COMPLETION/SATISFACTION RECORDED NOVEMBER 15, 2019 UNDER RECEPTION NO. 201919502 AND RE-RECORDED NOVEMBER 20, 2019 UNDER RECEPTION NO. 201919821. (INCLUDES SURVEYED PROPERTY AND OTHER LANDS - NO PLOTTABLE MATTERS) 16.EASEMENTS, RESTRICTIONS AND RIGHTS OF WAY AS CONTAINED ON THE SECOND AMENDED CONDOMINIUM MAP FOR AVON CENTER AT BEAVER CREEK RECORDED MAY 7, 2003 AT RECEPTION NO. 832542. (INCLUDES SURVEYED PROPERTY AND OTHER LANDS - LOT LINES SHOWN HEREON. NO OTHER PLOTTABLE MATTERS WHICH FALL ON SURVEYED PROPERTY) 17.TERMS, CONDITIONS AND PROVISIONS OF EASEMENT AGREEMENT FOR CONSTRUCTION STAGING, INGRESS, AND EGRESS BY AND BETWEEN AVON CENTER AT BEAVER CREEK - I HOMEOWNERS ASSOCIATION AND AVON COMMERCIAL CENTER, LTD., RECORDED DECEMBER 30, 1999 RECEPTION NO. 719192 AND FIRST AMENDMENT THERETO RECORDED NOVEMBER 15, 2019 UNDER RECEPTION NO. 201919495. (EASEMENT IS COINCIDENT WITH PORTIONS OF THE SOUTHEASTERLY BOUNDARY - SHOWN HEREON) 18.TERMS, CONDITIONS AND PROVISIONS OF EASEMENT AGREEMENT FOR PARTY WALL CONNECTIONS, UTILITIES AND PEDESTRIAN ACCESS BY AND BETWEEN AVON CENTER AT BEAVER CREEK - I HOMEOWNERS ASSOCIATION AND AVON COMMERCIAL CENTER, LTD., RECORDED DECEMBER 30, 1999 RECEPTION NO. 719193, FIRST AMENDMENT RECORDED SEPTEMBER 25, 2008 UNDER RECEPTION NO. 200820673 AND SECOND AMENDMENT RECORDED NOVEMBER 15, 2019 UNDER RECEPTION NO. 201919496. (PARTY WALL EASEMENT SHOWN HEREON) 19.TERMS, CONDITIONS AND PROVISIONS OF PERPETUAL RECREATION AND ACCESS EASEMENT AGREEMENT BY AND BETWEEN AVON CENTER AT BEAVER CREEK - I HOMEOWNERS ASSOCIATION AND AVON COMMERCIAL CENTER, LTD., RECORDED DECEMBER 30, 1999 RECEPTION NO. 719194 AND FIRST AMENDMENT RECORDED NOVEMBER 15, 2019 UNDER RECEPTION NO. 201919497. DELEGATION OF DEVELOPMENT RIGHTS RECORDED NOVEMBER 15, 2019 UNDER RECEPTION NO. 201919501. (EASEMENT IS BLANKET IN NATURE OVER THE SURVEYED PROPERTY) 20.TERMS, CONDITIONS AND PROVISIONS OF COMMERCIAL LIMITED COMMON ELEMENT EASEMENTS AGREEMENT RECORDED DECEMBER 30, 1999 AT RECEPTION NO. 719195. (EASEMENTS ARE LOCATED IN BUILDING ON ADJOINING PROPERTY - FOR ACCESS OF RECREATIONAL FACILITIES ON SURVEYED PROPERTY - NOT PLOTTABLE) 21.TERMS, CONDITIONS AND PROVISIONS OF AGREEMENT REGARDING REVOCABLE PERMIT CONSTRUCTION ACCESS RECORDED NOVEMBER 16, 2000 AT RECEPTION NO. 744154. (REVOCABLE "PERMIT A" AND "PERMIT B" SHOWN HEREON - COINCIDENT WITH NORTHWESTERLY BOUNDARY) 22.TERMS, CONDITIONS AND PROVISIONS OF RECIPROCAL ACCESS EASEMENT AGREEMENT RECORDED NOVEMBER 16, 2000 AT RECEPTION NO. 744155. (FALLS ON SURVEYED PROPERTY - SHOWN HEREON) 23.TERMS, CONDITIONS AND PROVISIONS OF STORM SEWER AND DRAINAGE EASEMENT AGREEMENT RECORDED FEBRUARY 05, 2001 AT RECEPTION NO. 749435 (FALLS ON SURVEYED PROPERTY - SHOWN HEREON) 24.TERMS, CONDITIONS AND PROVISIONS OF PLANNED UNIT DEVELOPMENT RECORDED OCTOBER 03, 2002 AT RECEPTION NO. 809403. (INCLUDES SURVEYED PROPERTY - NO PLOTTABLE MATTERS) 25.TERMS, CONDITIONS AND PROVISIONS OF FINAL DEVELOPMENT PLAN RECORDED OCTOBER 03, 2002 AT RECEPTION NO. 809404. (INCLUDES SURVEYED PROPERTY - NO PLOTTABLE MATTERS) 26.(THIS ITEM WAS INTENTIONALLY DELETED) 27.TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN RECONVEYANCE RECREATION AND ACCESS EASEMENT AGREEMENT RECORDED OCTOBER 05, 2010 UNDER RECEPTION NO. 201019953 AND FIRST AMENDMENT RECORDED NOVEMBER 15, 2019 UNDER RECEPTION NO. 201919498. DELEGATION OF DEVELOPMENT RIGHTS RECORDED NOVEMBER 15, 2019 UNDER RECEPTION NO. 201919501. (BLANKET IN NATURE OVER SURVEYED PROPERTY) 28.TERMS, CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN MEMORANDUM REGARDING PARKING AND ACCESS CONTROL ON LOTS A AND B, AVON CENTER AT BEAVER CREEK RECORDED SEPTEMBER 04, 2013 UNDER RECEPTION NO. 201317996. (INCLUDES SURVEYED PROPERTY - NOT PLOTTABLE. PER DOCUMENT "MEMORANDUM IS INTENDED TO AFFECT ONLY LOT A AND THE LOT B EASEMENT INTEREST". EASEMENT REFERENCED THEREIN IS THE RECIPROCAL EASEMENT AGREEMENT.) 29.TERMS, CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN ORDINANCE 15-06 RECORDED MAY 28, 2015 UNDER RECEPTION NO. 201509380. (INCLUDES SURVEYED PROPERTY - NO PLOTTABLE MATTERS) 30.TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN DEED OF EASEMENT RECORDED APRIL 25, 2018 UNDER RECEPTION NO. 201806500. (FALLS ON SURVEYED PROPERTY - SHOWN HEREON) 31.TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN EASEMENT AGREEMENT FOR CONSTRUCTION OF SURFACE PARKING AND USE OF ACCESS RAMP RECORDED NOVEMBER 15, 2019 UNDER RECEPTION NO. 201919500. (APPEARS TO INCLUDE SURVEYED PROPERTY. SURVEYED PROPERTY REFERENCED IN EXHIBIT B. EASEMENT SKETCH SHOWN IN EXHIBIT C IS ILLEGIBLE AND CANNOT BE ACCURATELY LOCATED) 32.TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN GRADING AND DRAINAGE EASEMENT AGREEMENT RECORDED FEBRUARY 06, 2003 UNDER RECEPTION NO. 822850. (FALLS ON SURVEYED PROPERTY - SHOWN HEREON) PARCEL 1: LOT B, SECOND AMENDED CONDOMINIUM MAP AND RESUBDIVISION OF LOTS A AND B, AVON CENTER AT BEAVER CREEK A RESUBDIVISION OF LOTS 47, 48, 49, 50, 51, 52, 53, AND 54, BLOCK 2, BENCHMARK AT BEAVER CREEK, AMENDMENT NO. 4, RECORDED MAY 7, 2003 AT RECEPTION NO. 832542, AND ACCORDING TO (I) THE DECLARATION OF ADDITIONAL PROTECTIVE COVENANTS RECORDED JULY 19, 1979 IN BOOK 288 AT PAGE 567 AS RECEPTION NO. 184968; AND (II) THE RESTATEMENT OF AND SIXTH AMENDMENT TO DECLARATION OF PROTECTIVE COVENANTS FOR BENCHMARK AT BEAVER CREEK SUBDIVISION RECORDED APRIL 23, 1985 IN BOOK 411 AT PAGE 960 AS RECEPTION NO. 308238, AND AMENDMENT THERETO RECORDED FEBRUARY 7, 1990 IN BOOK 522 AT PAGE 721 AS RECEPTION NO. 418888; COUNTY OF EAGLE, STATE OF COLORADO. TOGETHER WITH ALL BENEFICIAL RIGHTS AND INTERESTS GRANTED PURSUANT TO THE FOLLOWING INSTRUMENTS: PARCEL 1A: EASEMENT AGREEMENT FOR PARTY WALL CONNECTIONS, UTILITIES AND PEDESTRIAN ACCESS, RECORDED DECEMBER 30, 1999 AT RECEPTION NO. 719193 OF THE EAGLE COUNTY, COLORADO REAL ESTATE RECORDS. PARCEL 1B: EASEMENT AGREEMENT FOR CONSTRUCTION, STAGING, INGRESS AND EGRESS, RECORDED DECEMBER 30, 1999 AT RECEPTION NO. 719192 OF THE EAGLE COUNTY, COLORADO REAL ESTATE RECORDS. PARCEL 1C: AGREEMENT REGARDING REVOCABLE PERMIT FOR CONSTRUCTION ACCESS, RECORDED NOVEMBER 16, 2000 AT RECEPTION NO. 744154 OF THE EAGLE COUNTY, COLORADO REAL ESTATE RECORDS. PARCEL 1D: RECIPROCAL ACCESS EASEMENT AGREEMENT, RECORDED NOVEMBER 16, 2000 AT RECEPTION NO. 744155 OF THE EAGLE COUNTY, COLORADO REAL ESTATE RECORDS. PARCEL 1E: STORM SEWER AND DEVELOPER EASEMENT AGREEMENT RECORDED FEBRUARY 5, 2001 AT RECEPTION NO. 749435 OF THE EAGLE COUNTY, COLORADO REAL ESTATE RECORDS. PARCEL 2: LOTS 2 AND 3, SECOND AMENDED CONDOMINIUM MAP AND RESUBDIVISION OF LOTS A AND B, AVON CENTER AT BEAVER CREEK A RESUBDIVISION OF LOTS 47, 48, 49, 50, 51, 52, 53, AND 54, BLOCK 2, BENCHMARK AT BEAVER CREEK, AMENDMENT NO. 4, RECORDED MAY 07, 2003 AT RECEPTION NO. 832542, (EXCEPT FOR LOT 2A (ALSO KNOWN AS RECONVEYANCE LOT A) AND LOT 3A (ALSO KNOWN AS RECONVEYANCE LOT B) AS SHOWN THEREON, AND AS DESCRIBED IN THE GENERAL WARRANTY DEEDS RECORDED ON OCTOBER 5, 2010 AT RECEPTION NO. 201019949 AND RECEPTION NO. 201019950, RESPECTIVELY); AND ACCORDING TO (I) THE DECLARATION OF ADDITIONAL PROTECTIVE COVENANTS RECORDED JULY 19, 1979 IN BOOK 288 AT PAGE 567 AS RECEPTION NO. 184968; AND (II) THE RESTATEMENT OF AND SIXTH AMENDMENT TO DECLARATION OF PROTECTIVE COVENANTS FOR BENCHMARK AT BEAVER CREEK SUBDIVISION RECORDED APRIL 23, 1985 IN BOOK 411 AT PAGE 960 AS RECEPTION NO. 308238, AND AMENDMENT THERETO RECORDED FEBRUARY 07, 1990 IN BOOK 522 AT PAGE 721 AS RECEPTION NO. 418888; COUNTY OF EAGLE, STATE OF COLORADO. TOGETHER WITH ALL BENEFICIAL RIGHTS AND INTERESTS GRANTED PURSUANT TO THE FOLLOWING INSTRUMENTS: PARCEL 2A: EASEMENT AGREEMENT FOR PARTY WALL CONNECTIONS, UTILITIES AND PEDESTRIAN ACCESS, RECORDED DECEMBER 30, 1999 AT RECEPTION NO. 719193 OF THE EAGLE COUNTY, COLORADO REAL ESTATE RECORDS. PARCEL 2B: EASEMENT AGREEMENT FOR CONSTRUCTION, STAGING, INGRESS AND EGRESS, RECORDED DECEMBER 30,1999 AT RECEPTION NO. 719192 OF THE EAGLE COUNTY, COLORADO REAL ESTATE RECORDS. PARCEL 3: LOT 5, SECOND AMENDED CONDOMINIUM MAP AND RESUBDIVISION OF LOTS A AND B, AVON CENTER AT BEAVER CREEK A RESUBDIVISION OF LOTS 47, 48, 49, 50, 51, 52, 53, AND 54, BLOCK 2, BENCHMARK AT BEAVER CREEK, AMENDMENT NO. 4, RECORDED MAY 07, 2003 AT RECEPTION NO. 832542, AND ACCORDING TO (I) THE DECLARATION OF ADDITIONAL PROTECTIVE COVENANTS RECORDED JULY 19, 1979 IN BOOK 288 AT PAGE 567 AS RECEPTION NO. 184968; AND (II) THE RESTATEMENT OF AND SIXTH AMENDMENT TO DECLARATION OF PROTECTIVE COVENANTS FOR BENCHMARK AT BEAVER CREEK SUBDIVISION RECORDED APRIL 23, 1985 IN BOOK 411 AT PAGE 960 AS RECEPTION NO. 308238, AND AMENDMENT THERETO RECORDED FEBRUARY 07, 1990 IN BOOK 522 AT PAGE 721 AS RECEPTION NO. 418888; COUNTY OF EAGLE, STATE OF COLORADO. TOGETHER WITH ALL BENEFICIAL RIGHTS AND INTERESTS GRANTED PURSUANT TO THE FOLLOWING INSTRUMENTS: PARCEL 3A: EASEMENT AGREEMENT FOR PARTY WALL CONNECTIONS, UTILITIES AND PEDESTRIAN ACCESS, RECORDED DECEMBER 30, 1999 AT RECEPTION NO. 719193 OF THE EAGLE COUNTY, COLORADO REAL ESTATE RECORDS. PARCEL 3B: EASEMENT AGREEMENT FOR CONSTRUCTION, STAGING, INGRESS AND EGRESS, RECORDED DECEMBER 30, 1999 AT RECEPTION NO. 719192 OF THE EAGLE COUNTY, COLORADO REAL ESTATE RECORDS. PARCEL 4: LOT 7, SECOND AMENDED CONDOMINIUM MAP AND RESUBDIVISION OF LOTS A AND B, AVON CENTER AT BEAVER CREEK A RESUBDIVISION OF LOTS 47, 48, 49, 50, 51, 52, 53, AND 54, BLOCK 2, BENCHMARK AT BEAVER CREEK, AMENDMENT NO. 4, RECORDED MAY 7, 2003 AT RECEPTION NO. 832542, AND ACCORDING TO (I) THE DECLARATION OF ADDITIONAL PROTECTIVE COVENANTS RECORDED JULY 19, 1979 IN BOOK 288 AT PAGE 567 AS RECEPTION NO. 184968; AND (II) THE RESTATEMENT OF AND SIXTH AMENDMENT TO DECLARATION OF PROTECTIVE COVENANTS FOR BENCHMARK AT BEAVER CREEK SUBDIVISION RECORDED APRIL 23, 1985 IN BOOK 411 AT PAGE 960 AS RECEPTION NO. 308238, AND AMENDMENT THERETO RECORDED FEBRUARY 07, 1990 IN BOOK 522 AT PAGE 721 AS RECEPTION NO. 418888; COUNTY OF EAGLE, STATE OF COLORADO. TOGETHER WITH ALL BENEFICIAL RIGHTS AND INTERESTS GRANTED PURSUANT TO THE FOLLOWING INSTRUMENTS: PARCEL 4A: EASEMENT AGREEMENT FOR PARTY WALL CONNECTIONS, UTILITIES AND PEDESTRIAN ACCESS, RECORDED DECEMBER 30, 1999 AT RECEPTION NO. 719193 OF THE EAGLE COUNTY, COLORADO REAL ESTATE RECORDS. PARCEL 4B: EASEMENT AGREEMENT FOR CONSTRUCTION, STAGING, INGRESS AND EGRESS, RECORDED DECEMBER 30, 1999 AT RECEPTION NO. 719192 OF THE EAGLE COUNTY, COLORADO REAL ESTATE RECORDS. TO:GRAND PEAKS PROPERTIES, INC., A COLORADO CORPORATION; LAND TITLE GUARANTEE COMPANY; THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2021 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 5, 8, 11(a), 11(b), 13, 16, AND 17 OF TABLE A THEREOF. THE FIELD WORK WAS COMPLETED ON JULY 21, 2025. DATE OF PLAT OR MAP: NOVEMBER 03, 2025 PURSUANT TO COLORADO STATE BOARD OF LICENSURE FOR PROFESSIONAL LAND SURVEYORS RULE 6.2.2 THE UNDERSIGNED FURTHER CERTIFIES THAT THIS MAP OR PLAT WAS PREPARED BY ME OR UNDER MY RESPONSIBLE CHARGE, IS ACCURATE TO THE BEST OF MY INFORMATION, KNOWLEDGE AND BELIEF, IS IN ACCORDANCE WITH APPLICABLE STANDARDS OF PRACTICE AND IS NOT A GUARANTY OR WARRANTY, EITHER EXPRESSED OR IMPLIED. ______________________________________ DARREN R. WOLTERSTORFF, PLS 38281 FOR AND ON BEHALF OF KIMLEY-HORN AND ASSOCIATES, INC. DARREN.WOLTERSTORFF@KIMLEY-HORN.COM LEGAL DESCRIPTION PER TITLE COMMITMENT:NOTES ADDRESSING SCHEDULE B EXCEPTIONS: SURVEYOR'S CERTIFICATION NOTES ADDRESSING SCHEDULE B EXCEPTIONS (CONT.): ALTA/NSPS LAND TITLE SURVEY LOT B, SECOND AMENDED CONDOMINIUM MAP AND RESUBDIVISION OF LOTS A AND B, AVON CENTER AT BEAVER CREEK A RESUBDIVISION OF LOTS 47, 48, 49, 50, 52, 53, AND 54, BLOCK 2, BENCHMARK AT BEAVER CREEK, AMENDMENT NO. 4 LOCATED IN THE NORTHWEST QUARTER OF SECTION 12, TOWNSHIP 5 SOUTH, RANGE 82 WEST OF THE 6TH P.M. TOWN OF AVON, COUNTY OF EAGLE, STATE OF COLORADO 1.ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. 2.ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBLIC LAND SURVEY MONUMENT OR LAND BOUNDARY MONUMENT OR ACCESSORY COMMITS A CLASS TWO (2) MISDEMEANOR PURSUANT TO STATE STATUTE 18-4-508, C.R.S. 3.BASIS OF BEARINGS: BEARINGS ARE BASED ON THE NORTHWESTERLY LINE OF LOT B, SECOND AMENDED CONDOMINIUM MAP AND RESUBDIVISION OF LOTS A AND B, AVON CENTER AT BEAVER CREEK A RESUBDIVISION OF LOTS 47, 48, 49, 50, 52, 53, AND 54, BLOCK 2, BENCHMARK AT BEAVER CREEK, AMENDMENT NO. 4, RECORDED AT RECEPTION NO. 832542, AS BEARING NORTH 52°41'01" EAST, A DISTANCE OF 397.57', PER SAID PLAT, AS MONUMENTED AT THE SOUTHWEST BY A NO. 5 REBAR WITH 1.5" ALUMINUM CAP, STAMPED "PLS 32834, MARCIN" AND AT THE NORTHEAST BY A NAIL WITH 0.75" BRASS TAG, STAMPED "PE LS 23089" 4.ALL DISTANCES SHOWN HEREON ARE GROUND DISTANCES IN U.S. SURVEY FEET. 5.EXCEPT AS SPECIFICALLY STATED OR SHOWN ON THIS PLAT, THIS SURVEY DOES NOT PURPORT TO REFLECT ANY OF THE FOLLOWING WHICH MAY BE APPLICABLE TO THE SUBJECT TRACT: EASEMENTS, BUILDING SETBACK LINES, RESTRICTIVE COVENANTS, SUBDIVISION RESTRICTIONS, ZONING OR OTHER LAND-USE REGULATIONS, AGREEMENTS, LEASE AGREEMENTS AND OWNERSHIP TITLE EVIDENCE. 6.ANY DECLARATION MADE HEREON OR HEREIN IS MADE TO THE ORIGINAL PURCHASER OF THE SURVEY. IT IS NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. 7.THIS SURVEY DOES NOT PROVIDE A DETERMINATION OR OPINION CONCERNING THE LOCATION OF EXISTING WETLANDS, FAULT LINES, TOXIC OR HAZARDOUS WASTE AREAS, SUBSIDENCE, SUBSURFACE AND ENVIRONMENTAL CONDITIONS OR GEOLOGICAL ISSUES. NO STATEMENT IS MADE CONCERNING THE SUITABILITY OF THE SUBJECT TRACT FOR ANY INTENDED USE, PURPOSE OR DEVELOPMENT. 8.THE WORD "CERTIFY" OR "CERTIFICATE" AS SHOWN AND USED HEREON MEANS AN EXPRESSION OF PROFESSIONAL OPINION REGARDING THE FACTS OF THE SURVEY AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTY, EXPRESSED OR IMPLIED. GENERAL NOTES: 1.TABLE A ITEM 2: NO POSTED ADDRESS WAS OBSERVED AT THE TIME OF FIELD WORK. ADDRESSED STATED IN THE TITLE COMMITMENT PROVIDED TO THE SURVEYOR IS 130 WEST BEAVER CREEK BLVD. 2.TABLE A ITEM 3: THIS PROPERTY IS LOCATED WITHIN ZONE X, OTHER AREAS - AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN, AS SHOWN ON THE FLOOD INSURANCE RATE MAP FOR MAP NO. 08037C0444D, MAP EFFECTIVE DATE DECEMBER 4, 2007. THE ACCURACY OF ANY FLOOD HAZARD DATA SHOWN ON THIS SURVEY IS SUBJECT TO MAP SCALE UNCERTAINTY AND TO ANY OTHER UNCERTAINTY IN LOCATION OR ELEVATION ON THE REFERENCED FLOOD INSURANCE RATE MAPS. 3.TABLE A ITEM 4: THE SURVEYED PROPERTY CONTAINS A CALCULATED AREA OF 66,925 SQUARE FEET OR 1.5364 ACRES, MORE OR LESS. 4.TABLE A ITEM 5: BASIS OF ELEVATIONS: ELEVATIONS ARE BASED UPON NAIL WITH 0.75" BRASS DISK, STAMPED "PE LS 23089" AT THE NORTHEAST CORNER OF THE SURVEYED PROPERTY. (ELEVATION = 7461.07 NAVD 88) 5.TABLE A ITEM 11(a)(b): UNDERGROUND UTILITIES SHOWN HEREON ARE FROM CAD FILES AND PRIOR TOPOGRAPHIC SURVEYS PROVIDED TO THE SURVEYOR AND THE SURVEYOR CANNOT GUARANTEE THE LOCATIONS OF SAID UTILITIES, EXCEPT THOSE THAT ARE OBSERVED ON THE SURFACE AT THE TIME OF THIS SURVEY. ADDITIONAL UNDERGROUND UTILITIES SHOWN HEREON ARE BASED ON VISIBLE SURFACE EVIDENCE AND SURFACE MARKINGS PLACED BY A UTILITY COMPANY OR UTILITY LOCATING SERVICE. FOR UNDERGROUND ALIGNMENTS, KIMLEY-HORN RELIED UPON THE EXPERTISE OF THE LOCATING TECHNICIAN TO PROPERLY AND ACCURATELY PLACE SURFACE MARKINGS FOR ALL BURIED UTILITIES. CONSEQUENTLY, KIMLEY-HORN CAN MAKE NO WARRANTY, EXPRESSED OR IMPLIED, THAT ALL BURIED UTILITIES ARE SHOWN OR THAT THOSE BURIED UTILITIES SHOWN WERE ACCURATELY MARKED. PRIOR TO ANY CONSTRUCTION YOU MUST CALL THE UTILITY NOTIFICATION CENTER OF COLORADO AT 1-800-922-1987. CALL AT LEAST 2 BUSINESS DAYS IN ADVANCE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES BEFORE YOU DIG, GRADE OR EXCAVATE. THIS SURVEY MAY NOT REFLECT ALL UTILITIES OR IMPROVEMENTS IF SUCH ITEMS ARE HIDDEN BY LANDSCAPING OR ARE COVERED BY SUCH ITEMS AS DUMPSTERS, TRAILERS, CARS, DIRT OR PAVING. LAWN SPRINKLER SYSTEMS, IF ANY, ARE NOT SHOWN ON THIS SURVEY. OTHER THAN VISIBLE OBSERVATIONS NOTED HEREON, THIS SURVEY MAKES NO STATEMENT REGARDING THE ACTUAL PRESENCE OR ABSENCE OF ANY UTILITY AND/OR DRAINAGE SERVICE. VERIFY INFO PRIOR TO ANY NEW DESIGN, DEVELOPMENT OR CONSTRUCTION. 6.TABLE A ITEM 16: NO VISIBLE EVIDENCE OF CURRENT EARTH MOVING WORK, BUILDING CONSTRUCTION OR BUILDING ADDITIONS WAS OBSERVED AT THE TIME OF SURVEY. THERE WAS CONSTRUCTION FENCING UP ON ADJACENT PROPERTIES. 7.TABLE A ITEM 17: THE SURVEYOR IS UNAWARE OF ANY PROPOSED CHANGES IN STREET RIGHTS-OF-WAY. THE SURVEYOR DID NOT OBSERVE ANY EVIDENCE OF RECENT STREET OR SIDEWALK CONSTRUCTION OR REPAIRS DURING THE PROCESS OF CONDUCTING FIELD WORK. IT APPEARS THERE MAY HAVE BEEN RECENT UNDERGROUND UTILITY CONSTRUCTION OR REPAIRS. NOTES PERTAINING TO TABLE A: CO L O R A DO LICE N S E D 38281 D A RREN R .WOLTE R S T ORFF PR O F E S S IONAL L A N D S U R VEYOR VICINITY MAP (NOT TO SCALE) SITE U G E S S S S S S S S S S S S S S S S S S SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D U G E U G E C B L C B L C B L C B L C B L S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D U G E U G E U G E UG E C B L CB L CB L CB L UGE UGE UGE UGE CBL CBL CBL CBL CBLUGEUGEUGE UG E UG E U G E UG E U G E U G E U G E E D D D D E D E D S E E C E S E D S D SD SD CB L CB L CB L CB L CB L CB L C B L C B L CB L SD UG E U G E U G E UGE UGE UGE UG E UG E UG E UG E UG E UG E W W W W W W W W UGE UGE UGE UGE UGE UGE UGE UG E UG E UG E UG E GA S GA S GA S G A S GA S GA S G A S G A S G A S W W W W W W W W W W W W W W W W W W W W W W 17460.471CONT R O L P O I N T 27449.7 8 6CONTR O L P O I N T 57453.26 3CONTR O L P O I N T 67453.59 3CONTR O L P O I N T 77457.6 4 7CONTR O L P O I N T 200017461.070ALUMIN U M D I S K 200027461.04 9ALUMIN U M D I S K 200037452.03 0IRON R O D F O U N D W I T H C A P 200047461.0 6 0ALUMI N U M D I S K 205917446.2 1 4ALUMI N U M D I S K 209567456. 6 6 3ALUM I N U M D I S K 210027449.7 3 0IRON R O D F O U N D W I T H C A P 66,925 S.F. 1.5364 AC. SURVEYED PROPERTY ∆=19°51'21" (M) R=540.00' (M) L=187.14' (M) CB=S45°35'39"E (M) C=186.20' (M) S62°54'37 " W 1 4 4 . 0 0 ' S27°05'32"E 13.73' S62°52'23 " W 7 6 . 4 9 ' S62°54'37"W 31.48' S2 7 ° 0 7 ' 2 4 " E 6 4 . 0 9 ' N62°52'36 " E 3 1 . 4 4 ' S2 7 ° 0 5 ' 2 3 " E 1 0 1 . 2 3 ' N 6 5 ° 5 8 ' 0 8 " W 3 6 6 . 1 9 ' ( M ) N52°41'01"E 397.57' (M) // /// /// /// 14 2 3 TELECOM LINE PER PLANS (NO MARKS IN FIELD) CONNECTION INDETERMINATE ELECTRIC LINE PER PLANS (NO MARKS IN FIELD) ELECTRIC LINE PER PLANS (NO MARKS IN FIELD) WATER LINE PER PLANS (NO MARKS IN FIELD) CONNECTION INDETERMINATE ELECTRIC LINE PER PLANS (NO MARKS IN FIELD) A S P H A L T C O N C R E T E ASPHALT PARKING LOT (NO PARKING STRIPES OBSERVED) ASPHALT PARKING LOT (NO PARKING STRIPES OBSERVED) CONCRET E GARAGE E N T R A N C E AS P H A L T R A M P AS P H A L T BR I C K T R A I L 1.3 ' S O U T H W E S T E R L Y CO N C R E T E 1 . 9 ' W E S T OF C O R N E R C O N C R E T E W A L K I N U S E B Y A D J O I N E R PA T I O 2 9 . 1 ' SO U T H W E S T C O N C R E T E O N L I N E C O N C R E T E 0 . 2 ' S O U T H W E S T H Y D R A N T O N L I N E GRAVEL TRAIL 7.5' SOUTHEASTERLY ASPHALT BUILDING OVERHANG 21.2' NORTHWESTERLY CONCRET E CONCRE T E CONCRET E D E C K CONSTRU C T I O N S T A G I N G AND ACC E S S E A S E M E N T RECEPTI O N N O . 7 1 9 1 9 2 AND 20191 9 4 9 5 CONSTRU C T I O N S T A G I N G A N D A C C E S S E A S E M E N T RECEPTI O N N O . 7 1 9 1 9 2 A N D 2 0 1 9 1 9 4 9 5 (EASEMEN T F A L L S O N L E V E L 2 D E C K ) PARTY WA L L A G R E E M E N T RECEPTIO N N O . 7 1 9 1 9 3 PARCEL 1 A , 2 A , 3 A , 4 A 25' REVOCABLE PERMIT "PERMIT A PREMISES" RECEPTION NO. 744154 PARCEL 1C 25' REVOCABLE PERMIT "PERMIT B PREMISES" RECEPTION NO. 744154 PARCEL 1C 19.5' ACCESS EASEMENT EASEMENT B RECEPTION NO. 744155 PARCEL 1D 19.5' ACCESS EASEMENT EASEMENT A RECEPTION NO. 744155 PARCEL 1D 12.5' ACCESS EASEMENT EASEMENT C RECEPTION NO. 744155 PARCEL 1D STORM EASEMENT RECEPTION NO. 749435 PARCEL 1E STORM EASEMENT RECEPTION NO. 749435 PARCEL 1E STORM EASEMENT RECEPTION NO. 749435 PARCEL 1E GRADING AND DRAINAGE EASEMENT RECEPTION NO. 822850 12.5' ACCESS EASEMENT EASEMENT D RECEPTION NO. 744155 PARCEL 1D 5' DEED OF EASEMENT RECEPTION NO. 201806500 (BASIS OF BEARINGS) 32 23 23 22 22 21 21 22 22 30 17 17 18 LOT 1 (SU B S U R F A C E - P H A S E I ) PARCEL 2LOT 2 (DEC K - P H A S E I I ) LOT 3 (AIR S P A C E - I I I ) LOT 2A LOT 3A PARCEL 3 LOT 5 (SU B S U R F A C E - P H A S E I I ) LOT 6 (SU R A C E / A I R S P A C E - PHASE I) W E S T B E A V E R C R E E K B O U L E V A R D ( 8 0 ' P U B L I C R . O . W . ) LOT 3, MOUNTAIN VISTA RESORT SUBDIVISION RECEPTION NO. 202109327 OWNER: LOT 3 MOUNTAIN VISTA LLC PARCEL 1 LOT B (PHASE II) 4 9 . 8 ' T R A V E L E D W A Y 23 LOT 4, MOUNTAIN VISTA RESORT SUBDIVISION RECEPTION NO. 202109327 OWNER: TOWN OF AVON LOT 4, OWNER: AVON CENTER AT BEAVER CREEK - I HOMEOWNERS ASSOC OUTLOT 3, OWNER: AVON CENTER AT BEAVER CREEK - I HOMEOWNERS ASSOC LOT A, (PHASE I) CONDOMINIUM (MULTIPLE OWNERS) BU I L D I N G O N L I N E 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 . GRAPHIC SCALE IN FEET 020 10 20 40 1" = 20' N O R T H RECOVERED NAIL WITH 0.75" BRASS TAG, STAMPED "PE LS 23089" (SITE BENCHMARK EL=7461.07) ALSO RECOVERED NAIL WITH 0.75" BRASS TAG, STAMPING ILLEGIBLE S42°17'13"E 0.62' FROM ACCEPTED MONUMENT 1 LEGEND RECOVERED NAIL WITH 0.75" BRASS TAG, STAMPED "PE LS 23089" 2 RECOVERED NAIL WITH 0.75" BRASS TAG, STAMPING ILLEGIBLE 3 RECOVERED NO. 5 REBAR WITH 1.5" ALUMINUM CAP STAMPED, "PLS 32834, MARCIN" 4 LIGHT POLE ELECTRIC BOXE ELECTRIC MANHOLEE COMMUNICATIONS VAULTC WATER VALVE FIRE HYDRANT SURVEY NOTES: 1.LOTS SHOWN HEREON ARE PER "LOT B, SECOND AMENDED CONDOMINIUM MAP AND RESUBDIVISION OF LOTS A AND B, AVON CENTER AT BEAVER CREEK A RESUBDIVISION OF LOTS 47, 48, 49, 50, 52, 53, AND 54, BLOCK 2, BENCHMARK AT BEAVER CREEK, AMENDMENT NO. 4" UNLESS OTHERWISE NOTED. 2.COULD NOT SET BOUNDARY MONUMENTS DUE TO ACTIVE CONSTRUCTION AND TEMPORARY CONSTRUCTION FENCING ON ADJACENT BUILDING AT DATE OF FIELD WORK. 3.DIMENSIONS SHOWN HEREON ARE RECORD AND CALCULATED UNLESS OTHERWISE SHOWN WITH A (M). IN SUCH CASE, DIMENSIONS ARE RECORD AND MEASURED. STORM MANHOLED SANITARY MANHOLES SIGN TREE LINETYPE LEGEND BOUNDARY LINE EASEMENT LINE AS NOTED UNDERGROUND WATER LINE UNDERGROUND SANITARY LINE UNDERGROUND STORM LINE UNDERGROUND ELECTRIC LINE W W SS SD SD LOT LINE WOOD FENCE UNDERGROUND COMMUNICATIONS LINE 1' CONTOUR LINE 5' CONTOUR LINE EDGE OF ASPHALT//////////// BUILDING OUTLINE CO L O R A DO LICE N S E D 38281 D A RREN R .WOLTE R S T ORFF PR O F E S S IONAL LA N D S U R VEYOR 0 + 6 0 1 + 5 0 2 + 5 0 200017461.070ALUMINUM DISK200027461.049ALUMINUM DISK 200037452.030IRON ROD FOUND WITH CAP 200047461.060ALUMINUM DISK 205917446.214ALUMINUM DISK 209567456.663ALUMINUM DISK 210027449.730IRON ROD FOUND WITH CAP UG E SS 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 UGE UGE CBL CBL CBL CBL CBL SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD UGE CBL C B L C B L C B L CBL CBL CBL CBL CBL UGE UGE UGE U G E U G E UGE UG E UG E UG E E D D D D 204147459.852GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 E 204867456.638EDGE OF CONCRETE 206097453.607SIGN 206107453.877SIGN 206117454.025SIGN 206127453.920SIGN 206137454.283SIGN 206147454.747SIGN D D S 208757453.397SAN. SEWER MANHOLE SAMM B E E C209387454.794COMM BOX UGT B E S 210017452.689SAN. SEWER MANHOLE SAMM E E D 212077464.783NATURAL GROUND NZ SD SD S D C B L C B L C B L C B L C B L C B L CB L CB L CB L S D UG EUGE 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 UGE UGE UGE UGE UGE UGE UGE U G E U G E U G E U G E SS SSS S S S S S N65 ° 5 8 ' 0 8 " W 366 . 1 9 ' N52° 4 1 ' 0 1 " E 397. 5 7 ' N62°5 4 ' 3 7 " E 126.8 7 ' S62°5 2 ' 2 3 " W 76.49 ' S 2 7 ° 0 5 ' 2 3 " E 1 0 1 . 2 3 ' S 2 7 ° 0 7 ' 2 4 " E 6 4 . 0 9 ' R = 54 0.0 0' ∆ = 1 9 °51'21" L =1 87.14' G A S G A S G A S G A S G A S G A S S 2 7 ° 0 5 ' 3 2 " E 1 3 . 7 3 ' W W W W W W W W W W W W W W W W W W W W W W SS SS SS SS W W GAS GAS OHE S LEGEND RIGHT-OF-WAY EASEMENT CENTERLINE PROPERTY BOUNDARY EXISTING OVERHEAD LINE EXISTING UNDERGROUND ELECTRIC LINE EXISTING SEWER LINE EXISTING STORM DRAIN LINE EXISTING WATER LINE EXISTING NATURAL GAS LINE EXISTING SEWER STRUCTURE EXISTING STORM DRAIN STRUCTURE EXISTING FIRE HYDRANT DEMO/REMOVE PAVING/SIDEWALK EXISTING LIGHT POLE D UGE UGE UGE SD FO EXISTING COMMUNICATION LINE EXISTING FIBER OPTIC LINE CBL EXISTING CONTOURS 1.THE CONTRACTOR SHALL CLEAR THE PROJECT SITE AREA WITHIN THE CONFINES OF THE DEMOLITION LIMIT LINE. THE CONTRACTOR SHALL CAP IN PLACE ALL EXISTING UTILITIES AT THE DEMOLITION LIMIT LINE, UNLESS NOTED ON THE PLAN. THE CONTRACTOR SHALL DEMOLISH AND REMOVE FROM THE SITE ALL EXISTING UTILITY STRUCTURES, PLANTERS, TREES, AND ALL OTHER SITE FEATURES, UNLESS OTHERWISE NOTED ON THE PLAN IN ACCORDANCE WITH ALL APPLICABLE RULES AND REGULATIONS. 2.KIMLEY-HORN DOES NOT REPRESENT THAT THE REPORTS AND SURVEYS REFERENCED ARE ACCURATE, COMPLETE, OR COMPREHENSIVE SHOWING ALL ITEMS THAT WILL NEED TO BE DEMOLISHED AND REMOVED. 3.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD THERE BE ANY DISCREPANCIES OR IF THE EXISTING CONDITIONS VARY FROM THOSE SHOWN ON THESE PLANS. 4.THE LOCATIONS OF EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. THERE MAY BE UNDERGROUND UTILITIES NOT DEPICTED ON THESE PLANS. CONTRACTOR TO VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO DEMOLITION. PRIOR TO COMMENCING CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR ONSITE LOCATIONS OF EXISTING UTILITIES AND FIELD VERIFY ALL UNDERGROUND UTILITIES. 5.PRIOR TO DEMOLITION, PROPER PHASING OF EROSION CONTROL DEVICES AND MEASURES ARE TO BE INSTALLED. 6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL PERMITS AND SHALL PAY ALL FEES NECESSARY FOR ENCROACHMENT, GRADING, DEMOLITION, AND DISPOSAL OF SAID MATERIALS AS REQUIRED BY PRIVATE, LOCAL AND STATE JURISDICTIONS. 7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR A SITE INSPECTION TO FULLY ACKNOWLEDGE THE EXTENT OF DEMOLITION WORK. 8.CONTRACTOR TO INSTALL CHAIN LINK FENCE WITH MESH SCREEN TO PROTECT PUBLIC FROM ENTERING CONSTRUCTION AREA. 9.CONTINUOUS ACCESS SHALL BE MAINTAINED FOR SURROUNDING PROPERTIES AT ALL TIMES DURING DEMOLITION OF EXISTING FACILITIES. 10.SHOULD REMOVAL AND/OR RELOCATION ACTIVITIES DAMAGE FENCING, LIGHTING, STORM INLET STRUCTURES OR ANY OTHER APPURTENANCE, THE CONTRACTOR SHALL PROVIDE NEW MATERIALS/STRUCTURES IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 11.DAMAGE TO ANY EXISTING UTILITIES AND SERVICES TO REMAIN SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL REPAIR AND/OR REPLACE IN KIND. 12.DAMAGE TO ADJACENT PROPERTIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL REPAIR AND/OR REPLACE IN KIND. 13.PROVIDE FULL DEPTH SAW CUTS AT EDGES OF EXISTING PAVEMENT AND SIDEWALK REMOVAL LOCATIONS. 14.DEMOLITION AND REMOVAL OF PAVEMENT INCLUDES PAVEMENT THICKNESS AS WELL AS BASE COURSE THICKNESS. NOTES: 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 . NORTH SS SS D D D D D S 208757453.397SAN. SEWER MANHOLE SAMM B S 210017452.689SAN. SEWER MANHOLE SAMM E D 212077464.783NATURAL GROUND NZ SS SS LEGEND BUILDING OUTLINE PROPERTY BOUNDARY SEXISTING SANITARY SEWER MANHOLE EXISTING FIRE HYDRANT EXISTING LIGHT POLE EXISTING WATER METER CURB AND GUTTER SIGNAGE PROPOSED SANITARY SEWER MANHOLE PROPOSED FIRE HYDRANT *ACCESSIBLE BUILDING ENTRY AT LEVEL 1 AR ARACCESSIBLE ROUTE EXISTING STORM STRUCTURE D PROPOSED STORM STRUCTURE D SS CURB RAMP WITH DETECTABLE WARNING SURFACE 1.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 2.REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS. 3.BUILDING, MECHANICAL EQUIPMENT, SITE LIGHTING, AND SIGNS ARE SHOWN HEREON FOR REFERENCE ONLY. REFER TO CONSTRUCTION PLANS OF THOSE ITEMS FOR LOCATIONS AND DETAILS. 4.A SEPARATE SIGN PERMIT TO BE PROVIDED FOR ALL SIGNAGE PROPOSED. 5.ALL CONSTRUCTION SHALL CONFORM WITH APPLICABLE STATE AND LOCAL CONSTRUCTION STANDARDS AS IDENTIFIED IN THESE PLANS. THE CONTRACTOR SHALL MAINTAIN A CURRENT RELEASE OF THE STATE AND LOCAL LAND DEVELOPMENT STANDARDS MANUAL ON THE PROJECT SITE FOR REFERENCE DURING CONSTRUCTION OF THE PROJECT. 6.ALL PAINT STRIPING, PAVEMENT MARKINGS, AND SIGNAGE SHALL CONFORM TO THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES". ALL NEW SIGNS SHALL BE MOUNTED ON GALVANIZED POSTS AND IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. 7.THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES DURING CONSTRUCTION. AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL NOTIFY "COLORADO 811" FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE PROJECT SITE. 8.CONTRACTOR SHALL INSTALL ACCESSIBLE RAMPS PER CDOT AND ADA STANDARDS AT ALL DRIVE AND BUILDING LOCATIONS AS REQUIRED. 9.CONTRACTOR SHALL NOTIFY ENGINEER IF EXISTING CONDITIONS DO NOT MATCH INFORMATION ON PLANS. 10.APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF - SITE GRADING PERMISSION MUST BE CONFIRMED WITH THE SITE SPECIFIC GEOTECHNICAL REPORT PAVEMENT RECOMMENDATIONS. 11.FOR ALL SNOW MELT AND SNOW STORAGE INFORMATION, REFERENCE LANDSCAPE AND ARCHITECTURAL PLANS. NOTES: 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 . NORTH SS SS D D D D D S 208757453.397SAN. SEWER MANHOLE SAMM B S 210017452.689SAN. SEWER MANHOLE SAMM E D 212077464.783NATURAL GROUND NZ SS SS LEGEND BUILDING OUTLINE PROPERTY BOUNDARY SEXISTING SANITARY SEWER MANHOLE EXISTING FIRE HYDRANT EXISTING LIGHT POLE EXISTING WATER METER CURB AND GUTTER SIGNAGE PROPOSED SANITARY SEWER MANHOLE PROPOSED FIRE HYDRANT *ACCESSIBLE BUILDING ENTRY AT LEVEL 1 AR ARACCESSIBLE ROUTE EXISTING STORM STRUCTURE D PROPOSED STORM STRUCTURE D SS CURB RAMP WITH DETECTABLE WARNING SURFACE 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 . NORTH SS SS 212077464.783NATURAL GROUND NZ W W W W W W W W G A S G A S G A S G A S G A S G A S W W W W W W W W W W W W W W W W W W W W W W LEGEND BUILDING OUTLINE PROPERTY BOUNDARY SEXISTING SANITARY SEWER MANHOLE FIRE HYDRANT EXISTING WATER METER CONCRETE SIDEWALK CURB AND GUTTER SIGNAGE FIRE DEPARTMENT CONNECTION FIRE ACCESS LANE 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 . NORTH NOTE: SIGN SPECIFICATIONS ARE TYPICAL FOR ALL NO PARKING FIRE LANE SIGNS. NO PARKING FIRE LANE SIGN - TYPE 1 NO PARKING FIRE LANE SIGN - TYPE 2 LOADING ZONE SIGN FIRE FLOW DATA E D D D D D S 208757453.397SAN. SEWER MANHOLE SAMM B E E C209387454.794COMM BOX UGT B E S 210017452.689SAN. SEWER MANHOLE SAMM E E D 212077464.783NATURAL GROUND NZ SS SS LEGEND BUILDING OUTLINE PROPERTY BOUNDARY SEXISTING SANITARY SEWER MANHOLE EXISTING FIRE HYDRANT EXISTING LIGHT POLE EXISTING WATER METER CONCRETE SIDEWALK CURB AND GUTTER SIGNAGE ACCESSIBLE ROUTE 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 . NORTH 74 5 5 74 5 0 74 5 0 7 4 5 0 7440 74 4 5 74 5 0 74 5 5 745 5 74 5 0 17460.471CONTROL POINT 27449.786CONTROL POINT 57453.263CONTROL POINT 67453.593CONTROL POINT 77457.647CONTROL POINT 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 SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD D D D D D S 208757453.397SAN. SEWER MANHOLE SAMM B S 210017452.689SAN. SEWER MANHOLE SAMM E D 212077464.783NATURAL GROUND NZ SD SD S D S D SS SS 7461.03 ME 7454.08 ME SS SS 0. 0 3 % 2 . 3 9 % 1.48 % 0.9 2 % 0. 4 5 % 1.0 1 % 1 . 4 0 % 0 . 7 2 % 0.48% FFE=7455.50 7456.27 FL 7456.41 FL 7458.98 FL 7460.19 FL 7461.17 FL 7460.80 FL 7459.24 FL 7457.28 FL 7456.50 FL 7456.48 FL 7456.64 FL 7461.16 FL 7460.06 FL 7460.06 FL 7460.67 FL 7457.95 FG 7457.46 FG 7457.48 FG 7454.65 FG 7455.02 FG 7457.43 FG 7457.41 FG 7457.07 FG 7455.50 LP 7456.34 LP 7456.90 LP 7454.46 LP 7458.71 LP 7460.46 LP 7457.63 LP 7457.30 LP 7457.13 LP 7457.44 LP 7457.31 LP 7457.30 LP 7451.00 LP 7458.09 LP 7457.40 LP 7457.24 LP FFE=7457.50 FFE=7457.50 7459.82 LP 7457.30 LP 7457.48 LP 7456.13 LP 7457.30 LP 7457.49 LP 7461.09 FL 7461.60 FG 7461.57 FG 7461.68 FG 7461.65 FG 7461.35 FG 7461.20 FG 7461.40 FG 7461.25 FG 7461.11 FG 7460.99 FG 7460.87 FG 7460.99 FG 7461.33 FL 7456.50 FL 7457.00 FG 7457.00 FG 0.00% 7456.50 FL 7456.51 FL 7457.15 LPFFE=7457.50 FFE=7457.50 FFE=7455.50 FFE=7455.50 FFE=7455.50 FFE=7455.50 FFE=7455.50 FFE=7457.50 FFE=7457.50 FFE=7457.50 7460.61 TS 7457.67 BS 7457.44 TS 7457.39 BS 7457.40 TS 7457.38 BS 7456.73 TS 7455.71 BS 7454.34 TS 7453.87 BS 7455.08 TS 7454.58 BS 7445.06 BOW 7450.13 TOW 7450.10 TOW 7445.08 BOW7445.13 BOW 7450.08 TOW 7445.16 BOW 7455.38 TOW7445.15 BOW 7453.58 TOW 1 . 4 0 % 0.00% 0. 2 9 % 0.05% 0.05% 1.91% 1.91% 1.43% 0 . 4 5 % 0 . 4 5 % 0 . 4 5 % 2.33 % 1.6 6 % 0 . 1 0 % 1.1 1 % 3 . 5 5 % 2.1 5 % 23.57% 20.15% 23. 9 7 % 24. 8 9 % 0. 5 3 % 1.1 0 % 7.83% 22 . 0 1 % 7456.49 FL 7456.72 FL 7457.32 FL 7457.64 FL 7456.35 FL 7456.50 FL 7456.50 FL 7458.00 LP 7457.43 FG 7457.50 FG 7456.75 FG7457.02 FG 7456.41 FL 7456.63 FG 7456.98 FG 23. 2 4 % |||| LEGEND PROPERTY BOUNDARY BUILDING OUTLINE PROPOSED CONTOUR LIMITS OF DISTURBANCE EXISTING CONTOUR PROPOSED STORM STRUCTURE EXISTING SEWER CLEANOUT SEXISTING SANITARY SEWER MANHOLE EXISTING FIRE HYDRANT EXISTING LIGHT POLE EXISTING WATER METER SSPROPOSED SANITARY SEWER MANHOLE PROPOSED FIRE HYDRANT DEXISTING STORM STRUCTURE *ACCESSIBLE BUILDING ENTRY AT LEVEL 1 FG FFE LP FL FINISHED GRADE FINISHED FLOOR ELEVATION LOW POINT FLOW LINE PROPOSED SLOPE TOWTOP OF WALL BOWBOTTOM OF WALL TSTOP OF STAIR BSBOTTOM OF STAIR MEMATCH EXISTING GRADE PROPOSED STORM LINE ST AR ARACCESSIBLE ROUTE D PROPOSED FLOW DIRECTION ARROW 1.CONTRACTOR TO VERIFY ALL EXISTING TOPOGRAPHY AND STRUCTURES ON THE SITE AND IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO STARTING WORK. 2.EXISTING AND PROPOSED TOPOGRAPHY ARE SHOWN AT ONE-FOOT CONTOUR INTERVALS. 3.ACCESSIBLE ROUTE WIDTH VARIES. NOT TO EXCEED 2% CROSS SLOPE OR 5% LONGITUDINAL SLOPE AT ANY POINT. 4.ADA PARKING OR LANDINGS SHALL NOT EXCEED 2% IN ANY DIRECTION. HANDRAILS CAN BE USED FOR ACCESSIBLE RAMPS WHERE REQUIRED. 5.PROPOSED SITE WALLS VARY IN HEIGHT. 6.SHARED BELOW GRADE GARAGE ACCESS RAMP TO BE DESIGNED AND CONSTRUCTED BY OTHERS. 7.REFER TO ARCHITECTURAL PLANS FOR INDIVIDUAL FLOOR LAYOUT PLANS NOTES: 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 . NORTH UG E SS 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 UGE UGE CBL CBL CBL CBL CBL SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD UGE CBL C B L C B L C B L CBL CBL CBL CBL CBL UGE UGE UGE U G E U G E UGE UG E UG E UG E E D D D D D S 208757453.397SAN. SEWER MANHOLE SAMM B E E C209387454.794COMM BOX UGT B E S 210017452.689SAN. SEWER MANHOLE SAMM E E D 212077464.783NATURAL GROUND NZ SD SD S D C B L C B L C B L C B L C B L C B L CB L CB L CB L S D UG EUGE 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 UGE UGE UGE UGE UGE UGE UGE SS SSS S S S S S G A S G A S G A S G A S G A S G A S W W W W W W W W W W W W W W W W W W W W W W SS SS S S W W LEGEND PROPERTY BOUNDARY BUILDING OUTLINE PROPOSED SEWER LINE PROPOSED WATER LINE PROPOSED STORM STRUCTURE EXISTING SEWER CLEANOUT W W EXISTING STORM LINE EXISTING WATER LINE SEXISTING SANITARY SEWER MANHOLE EXISTING FIRE HYDRANT EXISTING LIGHT POLE EXISTING WATER METER GAS GASPROPOSED GAS LINE GAS GASEXISTING GAS LINE SS SS SS SSEXISTING SEWER LINE SD PROPOSED STORM LINE ST SSPROPOSED SANITARY SEWER MANHOLE PROPOSED FIRE HYDRANT DEXISTING STORM STRUCTURE D 1.SEE ARCHITECTURAL AND MEP PLANS FOR CONTINUATION OF UTILITY LINES WITHIN BUILDING. 2.ALL UTILITY PIPE LENGTHS ON PLANS ARE SHOWN FOR REFERENCE AND COORDINATION. PIPE LENGTHS ARE NOT SHOWN FOR BIDDING OR ESTIMATING PURPOSES. 3.ALL DIMENSIONS ARE SHOWN FROM CENTER OF PIPE TO CENTER OF PIPE UNLESS OTHER WISE NOTED. 4.THE EXISTING UTILITIES SHOWN ARE BASED ON AVAILABLE RECORDS. THE CONTRACTOR MUST FIELD DETERMINE THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO ANY CONSTRUCTION. REPORT DISCREPANCIES AND POTENTIAL CONFLICTS WITH PROPOSED UTILITIES TO ENGINEER PRIOR TO INSTALLATION OF ANY PIPING. 5.CONTRACTOR TO CONFIRM ALL UTILITY CROSSINGS PRIOR TO CONSTRUCTION. 6.ALL ELECTRIC, TELEPHONE, AND GAS EXTENSIONS INCLUDING SERVICES LINES SHALL BE CONSTRUCTED TO THE APPROPRIATE UTILITY COMPANY SPECIFICATIONS. ALL UTILITY DISCONNECTIONS SHALL BE COORDINATED WITH THE DESIGNATED UTILITY COMPANIES. 7.CONSTRUCTION SHALL NOT START ON ANY PUBLIC UTILITY SYSTEM UNTIL WRITTEN APPROVAL HAS BEEN RECEIVED BY THE ENGINEER FROM THE APPROPRIATE GOVERNING AUTHORITY AND CONTRACTOR HAS BEEN NOTIFIED BY THE ENGINEER. NOTES: 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 . NORTH SS SS S 208757453.397SAN. SEWER MANHOLE SAMM B C209387454.794COMM BOX UGT B S 210017452.689SAN. SEWER MANHOLE SAMM E SS SS G A S G A S G A S G A S G A S G A S 0 + 6 0 1 + 5 0 2 + 5 0 |||| SF SF LEGEND PROPERTY BOUNDARY RIGHT-OF-WAY CENTERLINE EXISTING CONTOURS PROPOSED CONTOURS LIMITS OF DISTURBANCE SILT FENCE DIRECTION OF FLOW EXISTING DIRECTION OF FLOW TREE PROTECTION STABILIZED STAGING AREA CONCRETE WASHOUT VEHICLE TRACKING PAD SOIL STOCKPILE STREET SWEEPING ROCK SOCK INLET PROTECTION, TYPE 1 SSA CWA VTP SS X X RS IP SP 1.THE INTENT OF THIS PLAN IS TO IDENTIFY THE EROSION CONTROL PRACTICES RECOMMENDED. THE CONTRACTOR SHALL REFERENCE ADDITIONAL CONSTRUCTION PLANS FOR DEMOLITION OF EXISTING AND CONSTRUCTION OF PROPOSED IMPROVEMENTS. 2.ADJACENT STREETS AND SIDEWALK SHALL BE KEPT CLEAN AND FREE OF SEDIMENT AND/OR DEBRIS AT ALL TIMES. CONTRACTOR SHALL PERFORM STREET SWEEPING AS NEEDED DURING ACTIVE TRACKING. 3.TEMPORARY STABILIZATION (TS) SHALL BE IMPLEMENTED WITHIN THE DISTURBED PORTIONS OF THE PROJECT SITE NO LATER THAN 14 DAYS FOLLOWING THE CEASE OF CONSTRUCTION ACTIVITIES WITHIN THE DISTURBED AREAS. 4.PERMANENT STABILIZATION (PS) MAY BE USED WITHIN AREAS OF TEMPORARY STABILIZATION (TS) AT THE CONTRACTOR'S DISCRETION. STABILIZATION SHALL BE APPLIED IN ACCORDANCE WITH APPLICABLE TEMPORARY STABILIZATION SEQUENCING REQUIREMENTS. 5.CONTRACTOR SHALL UTILIZE ROLLED EROSION CONTROL PRODUCTS ON ALL SLOPES 3H:1V OR GREATER TO ACHIEVE REQUIRED STABILIZATION. 6.CONTRACTOR SHALL MAINTAIN ACCEPTABLE EROSION CONTROL PRACTICES WITHIN THE ANTICIPATED LIMITS OF CONSTRUCTION IDENTIFIED HEREIN. BEST MANAGEMENT PRACTICES AND STABILIZATION SHALL BE COMPLETED AS IDENTIFIED HEREIN IN ACCORDANCE WITHIN OWNER REQUIREMENTS. 7.CONTRACTOR TO UPDATE EROSION CONTROL LIVING DOCUMENT AS ADJUSTMENTS ARE MADE ON SITE. 8.THIS STORMWATER MANAGEMENT PLAN PROVIDES AN INITIAL RECOMMENDATION OF SITE EROSION CONTROL BEST MANAGEMENT PRACTICES BASED UPON REVIEW OF EXISTING SITE TOPOGRAPHY AND PROPOSED SITE CONDITIONS. THE OPERATOR MAY MODIFY INLET PROTECTION MEASURES SHOULD ACTUAL SITE CONDITIONS VARY. THE STORMWATER MANAGEMENT PLAN AND NARRATIVE SHALL BE AMENDED TO REFLECT SAID CHANGES. 9.NO WORK SHALL OCCUR OUTSIDE THE DESIGNATED LIMITS OF CONSTRUCTION. 10.ALL PERIMETER PROTECTION TO REMAIN IN PLACE UNTIL THE SITE IS FULLY STABILIZED. NOTES: 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 . NORTH SS SS SS 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 SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDS208757453.397SAN. SEWER MANHOLE SAMM B C209387454.794COMM BOX UGT B S 210017452.689SAN. SEWER MANHOLE SAMM E SD SD S D S D W W W W W W W W SS SSS S S S S S G A S G A S G A S G A S G A S G A S W W W W W W W W W W W W W W W W W W W W W W |||| SF SF LEGEND PROPERTY BOUNDARY RIGHT-OF-WAY CENTERLINE EXISTING CONTOURS PROPOSED CONTOURS LIMITS OF DISTURBANCE SILT FENCE DIRECTION OF FLOW EXISTING DIRECTION OF FLOW TREE PROTECTION STABILIZED STAGING AREA CONCRETE WASHOUT VEHICLE TRACKING PAD SOIL STOCKPILE STREET SWEEPING ROCK SOCK INLET PROTECTION, TYPE 1 SSA CWA VTP SS X X RS IP SP 1.THE INTENT OF THIS PLAN IS TO IDENTIFY THE EROSION CONTROL PRACTICES RECOMMENDED. THE CONTRACTOR SHALL REFERENCE ADDITIONAL CONSTRUCTION PLANS FOR DEMOLITION OF EXISTING AND CONSTRUCTION OF PROPOSED IMPROVEMENTS. 2.ADJACENT STREETS AND SIDEWALK SHALL BE KEPT CLEAN AND FREE OF SEDIMENT AND/OR DEBRIS AT ALL TIMES. CONTRACTOR SHALL PERFORM STREET SWEEPING AS NEEDED DURING ACTIVE TRACKING. 3.TEMPORARY STABILIZATION (TS) SHALL BE IMPLEMENTED WITHIN THE DISTURBED PORTIONS OF THE PROJECT SITE NO LATER THAN 14 DAYS FOLLOWING THE CEASE OF CONSTRUCTION ACTIVITIES WITHIN THE DISTURBED AREAS. 4.PERMANENT STABILIZATION (PS) MAY BE USED WITHIN AREAS OF TEMPORARY STABILIZATION (TS) AT THE CONTRACTOR'S DISCRETION. STABILIZATION SHALL BE APPLIED IN ACCORDANCE WITH APPLICABLE TEMPORARY STABILIZATION SEQUENCING REQUIREMENTS. 5.CONTRACTOR SHALL UTILIZE ROLLED EROSION CONTROL PRODUCTS ON ALL SLOPES 3H:1V OR GREATER TO ACHIEVE REQUIRED STABILIZATION. 6.CONTRACTOR SHALL MAINTAIN ACCEPTABLE EROSION CONTROL PRACTICES WITHIN THE ANTICIPATED LIMITS OF CONSTRUCTION IDENTIFIED HEREIN. BEST MANAGEMENT PRACTICES AND STABILIZATION SHALL BE COMPLETED AS IDENTIFIED HEREIN IN ACCORDANCE WITHIN OWNER REQUIREMENTS. 7.CONTRACTOR TO UPDATE EROSION CONTROL LIVING DOCUMENT AS ADJUSTMENTS ARE MADE ON SITE. 8.THIS STORMWATER MANAGEMENT PLAN PROVIDES AN INITIAL RECOMMENDATION OF SITE EROSION CONTROL BEST MANAGEMENT PRACTICES BASED UPON REVIEW OF EXISTING SITE TOPOGRAPHY AND PROPOSED SITE CONDITIONS. THE OPERATOR MAY MODIFY INLET PROTECTION MEASURES SHOULD ACTUAL SITE CONDITIONS VARY. THE STORMWATER MANAGEMENT PLAN AND NARRATIVE SHALL BE AMENDED TO REFLECT SAID CHANGES. 9.NO WORK SHALL OCCUR OUTSIDE THE DESIGNATED LIMITS OF CONSTRUCTION. 10.ALL PERIMETER PROTECTION TO REMAIN IN PLACE UNTIL THE SITE IS FULLY STABILIZED. NOTES: 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 . NORTH 200017461.070ALUMINUM DISK200027461.049ALUMINUM DISK 200037452.030IRON ROD FOUND WITH CAP 200047461.060ALUMINUM DISK 205917446.214ALUMINUM DISK 209567456.663ALUMINUM DISK 210027449.730IRON ROD FOUND WITH CAP 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 SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD E D D D D E D 204147459.852GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 E 204867456.638EDGE OF CONCRETE 206097453.607SIGN 206107453.877SIGN 206117454.025SIGN 206127453.920SIGN 206137454.283SIGN 206147454.747SIGN D E E C209387454.794COMM BOX UGT B E E D 212077464.783NATURAL GROUND NZ SD SD S D S D U G E U G E U G E U G E G A S G A S G A S G A S G A S G A S GA S GA S GA S GAS # LEGEND PROPERTY BOUNDARY EXISTING STORM LINE DRAINAGE BASIN BOUNDARY SD DEXISTING STORM STRUCTURE EXISTING CONCRETE SIDEWALK EXISTING FLOW ARROW DESIGN POINT EXISTING CONTOUR 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 . NORTH 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 SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD E E 204147459.852GUTTER B H.92 V-.1 H-.21 V.48 H-.58 V.5 S 208757453.397SAN. SEWER MANHOLE SAMM B E E C209387454.794COMM BOX UGT B E S 210017452.689SAN. SEWER MANHOLE SAMM E E SD SD S D S D SS SS G A S G A S G A S G A S G A S G A S GA S GA S SS SS # LEGEND PROPERTY BOUNDARY EXISTING STORM LINE DRAINAGE BASIN BOUNDARY SD DEXISTING STORM STRUCTURE EXISTING CONCRETE SIDEWALK EXISTING FLOW ARROW PROPOSED DESIGN POINT EXISTING CONTOUR PROPOSED CONTOUR 1.A SERIES OF AREA INLETS WILL BE USED TO PROVIDE PRIVATE DRAINAGE IN PEDESTRIAN AREAS. 2.AREA ABOVE THE GARAGE AND THE BUILDING ROOF WILL BE COLLECTED AND CONVEYED IN PRIVATE AREA INLETS AND ROOF DRAINS FOR CONVEYANCE TO THE DRAINAGE FACILITY WITHIN THE GARAGE AND REFLECTED ON PLUMBING PLANS. 3.A PROPOSED UNDERGROUND STORMWATER VAULT IS PLANNED UNDER THE P1 GARAGE LEVEL ALONG THE NORTHWEST EDGE OF THE BUILDING. THIS STRUCTURE WILL ACCOMODATE THE PROJECT WATER QUALITY AND DETENTION DEMANDS. 4.STORMWATER WILL GRAVITY FLOW FROM THIS STRUCTURE TO THE NORTHWEST INTO A PROPOSED PUMP VAULT. 5.CONTROLLED RELEASE AND EMERGENCY OVERFLOW DISCHARGE WILL BE PUMPED. 6.OFFSITE BASINS WILL BE INCLUDED IN THE SIZING OF STORMWATER INFRASTRUCTURE, AND WILL BE FACTORED IN AS BYPASS FLOW IN THE DRAINAGE FACILITY. GENERAL STORMWATER INTENT: 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 . NORTH