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Home My WebLink AboutNEWTON SINGLE-FAMILY DETACHED - BASIC DEVELOPMENT REVIEW - BDR180019 - SUBMITTAL DOCUMENTS - ROUND 3 - UTILITY PLANS- NEWTON SINGLE-FAMILY RESIDENCE - BASIC DEVELOPMENT REVIEW PLAN - UTILITY PLANS - A TRACT OF LAND LOCATED IN THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 3, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO PREPARED SEPTEMBER 21TH, 2018 UE LMN 1520 WEST VINE DR. SITE LOCATION RL VICINTY AND EXISTING ZONING MAP -NTS- SHEET INDEX UTILITY PLAN TITLE SHEET.........................................................1 SITE CONSTRUCTION PLAN........................................................2 PROPOSED UTILITIES PLAN AND PROFILE...............................3 EROSION CONTROL PLAN...........................................................4 WATER, SEWER,SIGN & EROSION CONTROL DETAILS...........5 ARCHITECT/BUILDER: CRAFTSMEN BUILDERS INC 319 E. MAGNOLIA FORT COLLINS, CO 970-416-9300 307.637.6017 1103 OLD TOWN LANE, SUITE 101 CHEYENNE, WY 82009 AVI@AVIPC.COM CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL APPROVED: ________________________________ __________________ CITY ENGINEER DATE CHECKED BY: _______________________________ __________________ WATER & WASTEWATER UTILITY DATE CHECKED BY:________________________________ ___________________ STORMWATER UTILITY DATE CHECKED BY:________________________________ ___________________ PARKS & RECREATION DATE CHECKED BY:________________________________ ___________________ TRAFFIC ENGINEER DATE CHECKED BY:________________________________ ___________________ DATE EXISTING ZONING: UE (ZONING SHOWN ON VICINITY MAP) RESIDENTIAL DENSITY CALCULATIONS RESIDENTIAL GROSS AREA RESIDENTIAL NET AREA GROSS AREA (SF) = 63,000 NET AREA = 62,400 TOTAL DWELLING UNITS = 1 TOTAL DWELLING UNITS = 1 GROSS DENSITY = 0.595 DU/AC NET DENSITY = 0.603 DU/AC AREA COVERAGE GROSS AREA AREA (SQ.FT) % PRINCIPLE BUILDING COVERAGE 2,592 4.1 ACCESSORY BUILDING COVERAGE - - DRIVES AND PARKING 3,670 5.8 OPEN SPACE AND LANDSCAPE 56,137 89.1 HARDSCAPE - - PUBLIC STREET RIGHT OF WAY HARDSCAPE - - DRIVES AND PARKING 240 0.39 LANDSCAPE 360 0.58 TOTAL GROSS COVERAGE 63,000 100 5024 5026 5028 5026 5024 5026 5024 5024 5024 5025 5026 5027 5024 5025 5026 5027 5027 5026 5025 5024 5027 5026 5025 5024 20.00 24.00 20.00 16' 143.00 16' 143.00 SS SS SS SS SS SS SS SS SS SS SS SS SS WS WS WS WS WS WS WS WS WS WS WS 0+00 1+00 2+00 2+35 EXISTING WELL EXISTING WATER METER EXISTING CITY OF FORT COLLINS MUNICIPAL BOUNDARY 12' OF ADDITIONAL ROW DEDICATION CITY FLOOD FRINGE CITY FLOODWAY 15' UTILITY EASEMENT MINIMUM SETBACK REQUIREMENTS 5024 5026 5026 5024 5024 5025 5026 5027 5024 5025 5026 5027 5027 5026 5025 5024 5027 5026 5025 5024 16' 143.00 16' 143.00 SS SS SS SS SS SS SS SS SS SS SS SS SS WS WS WS WS WS WS WS WS WS WS WS 0+00 1+00 2+00 2+35 5010 5015 5020 5025 5010 5015 5020 5025 -1+00 0+00 1+00 2+00 3+00 G 970.420.0086 706 S COLLEGE AVE, SUITE 203 FORT COLLINS, CO 80524 AVI@AVIPC.COM Sep 21, 2018 THOUSAND OAKS, CALIFORNIA 91360 5024 5026 5024 5024 5024 5024 5025 5026 5027 5024 5025 5026 5027 5027 5026 5025 5024 5027 5026 5025 5024 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 20.00 24.00 20.00 16' 143.00 16' 143.00 SS SS SS SS SS SS SS SS SS SS SS SS SS WS WS WS WS WS WS WS WS WS WS WS SF EXISTING WELL EXISTING WATER METER EXISTING CITY OF FORT COLLINS MUNICIPAL BOUNDARY 12' OF ADDITIONAL ROW DEDICATION CITY FLOOD FRINGE CITY FLOODWAY 15' UTILITY EASEMENT 970.420.0086 706 S COLLEGE AVE, SUITE 203 FORT COLLINS, CO 80524 AVI@AVIPC.COM G:\0309 1520 vine drive\avi des submittal\submittal september 11 2018\0309 VINE EXHIBIT sept 2018.dwg, foco details (2), 9/21/2018 4:02:58 PM MINIMUM SETBACK REQUIREMENTS CITY FLOODWAY FEMA MOD. RISK- FLOOD FRINGE 16' WIDE EMERGENCY ACCESS EASEMENT PROPOSED SEWER SERVICE 4" PVC WITH SURFACE CLEANOUTS PROPOSED WATER SERVICE (1" COPPER PIPE) PROPOSED GAS SERVICE ALL TREES TO REMAIN UNLESS OTHERWISE NOTED SEE TREE PROTECTION NOTES ADJACENT OWNER: ELDER KEVIN J/MORGAN LISA 1506 W VINE DRIVE PARCEL # 9703400009 60.0' EXISTING ROW EXISTING OVERHEAD ELECTRIC PROPERTY BOUNDARY 200 AMP BURIED ELECTRIC SERVICE EXTEND CMP CULVERT 10' AND ADD FLARED END SECTION TREES TO BE REMOVED EXISTING ASPHALT APPROACH EX. SANITARY MANHOLE EX. 24" SANITARY SEWER EX. 6" WATER MAIN HMA PATCH. SEE UTILITY PLANS S00°49'22"W 300.00' (M) N89°02'48"W 200.00' (M) N00°49'22"E 360.00' (M) S89°02'48"E 150.00' (M) DRAINAGE DIRECTION ARROW (TYPICAL) FIRE LANE SIGN 4:1 SIDE SLOPES COMPACTED, TOPSOIL, SEEDED AND MULCHED. LOT 1 GROSS 1.42 AC (61855.2 SF) NET 1.36 AC (59241.6 SF) ZONING UE-URBAN ESTATE ACCESS INCLUDES COMPACTED SUBGRADE, AGGREGATE BASE COURSE CDOT CLASS 5. DEPTH =8 INCHES COMPACTED. 970.420.0086 706 S COLLEGE AVE, SUITE 203 FORT COLLINS, CO 80524 AVI@AVIPC.COM GENERAL EROSION CONTROL NOTES: 1. THE CITY STORMWATER DEPARTMENT EROSION CONTROL INSPECTOR MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR TO ANY CONSTRUCTION ON THIS SITE. 2. ALL REQUIRED BMPS SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC). ALL OF THEIR REQUIRED EROSION CONTROL MEASURES SHALL BE INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS, AND EROSION CONTROL REPORT. 3. PRE-DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINED WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED TO THE AREA REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS, AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. 4. ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY (STRIPPING, GRADING, UTILITY INSTALLATIONS, STOCKPILING, FILLING, ETC.) SHALL BE KEPT IN A ROUGHENED CONDITION BY RIPPING OR DISKING ALONG LAND CONTOURS UNTIL MULCH, VEGETATION, OR OTHER PERMANENT EROSION CONTROL IS INSTALLED. NO SOILS IN AREAS OUTSIDE PROJECT STREET RIGHTS OF WAY SHALL REMAIN EXPOSED BY LAND DISTURBING ACTIVITY FOR MORE THAN THIRTY (30) DAYS BEFORE REQUIRED TEMPORARY OR PERMANENT EROSION CONTROL (E.G. SEED/MULCH, LANDSCAPING, ETC.) IS INSTALLED, UNLESS OTHERWISE APPROVED BY THE STORMWATER DEPARTMENT. 5. THE PROPERTY MUST BE WATERED AND MAINTAINED AT ALL TIMES DURING CONSTRUCTION ACTIVITIES SO AS TO PREVENT WIND-CAUSED EROSION. ALL LAND DISTURBING ACTIVITIES SHALL BE IMMEDIATELY DISCONTINUED WHEN FUGITIVE DUST IMPACTS ADJACENT PROPERTIES, AS DETERMINED BY THE CITY ENGINEERING DEPARTMENT. 6. ALL TEMPORARY (STRUCTURAL) EROSION CONTROL MEASURES MUST BE INSPECTED AND REPAIRED OR RECONSTRUCTED AS NECESSARY AFTER EACH RUNOFF EVENT AND EVERY 14 DAYS IN ORDER TO ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. ALL RETAINED SEDIMENTS, PARTICULARLY THOSE ON PAVED ROADWAY SURFACES, SHALL BE REMOVED AND DISPOSED OF IN A MANNER AND LOCATION SO AS NOT TO CAUSE THEIR RELEASE INTO ANY DRAINAGEWAY. 7. NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY SURFACE ROUGHENING, WATERING, AND PERIMETER SILT FENCING. ANY SOIL STOCKPILE REMAINING AFTER 30 DAYS SHALL BE SEEDED AND MULCHED. 8. CITY ORDINANCE PROHIBITS THE TRACKING, DROPPING, OR DEPOSITING OF SOILS OR ANY OTHER MATERIAL ONTO CITY STREETS BY OR FROM ANY VEHICLE. ANY INADVERTENT DEPOSITED MATERIAL SHALL BE CLEANED IMMEDIATELY BY THE CONTRACTOR. 9. REFER TO THE LANDSCAPE PLAN FOR SEEDING TYPE, RATES AND ADDITIONAL INFORMATION. ESTIMATED TOTAL DISTURBED AREA = 0.75 +/- ACRES WITH AREAS TO BE SEEDED AND MULCHED = 0.60 +/- ACRES. 10. REFER TO THE '1520 WEST VINE DRIVE- SITE DRAINAGE AND EROSION CONTROL REPORT' DATED SEPTEMBER 19TH, 2018. 11. THE SWMP ADMINISTRATOR IS: JORDAN ISHII, PREVAIL HOMES, (970) 416-9300 OR JORDAN.PREVAIL@HOTMAIL.COM. 12. BMP'S SHALL INCLUDE: 555' OF SILT FENCE, 2 STRAW WADDLES, 16'X20' TRACKING PAD, AND CONCRETE WASHOUT AT A MINIMUM. IF DURING, CONSTRUCTION ADDITIONAL QUANTITIES ARE REQUIRED, THE CONTRACTOR SHALL ADD AS NECESSARY. 13. IT SHOULD BE NOTED THAT ANY EROSION CONTROL PLAN SERVES ONLY AS A GUIDELINE TO THE CONTRACTOR. STAFFING AND/OR PHASING OF BEST MANAGEMENT PRACTICES (BMPS) IS EXPECTED. ADDITIONAL AND/OR DIFFERENT BMPS FROM THOSE ORIGINALLY DEPICTED MAY BE NECESSARY DURING CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS REQUIRED BY LOCAL AUTHORITIES. 14. THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE, AS SUCH, GRAPHICAL SYMBOLS MAY NOT BE TO SCALE, NOR ARE THEY NECESSARILY SHOWN IN THEIR EXACT LOCATION. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY, STATE DISCHARGE PERMIT, ETC.) AND COMPLIANCE WITH GOVERNING AUTHORITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (OR PERMIT HOLDER) TO ENSURE EROSION CONTROL MEASURES ARE PROPERLY MAINLINED AND FOLLOWED. 16. CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES ACCORDING THE THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION. 17. CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM DRAINS UNTIL SITE IS FULLY STABILIZED. 18. INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (I.E., STAKE-DRIVEN WATTLES FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.) SILT FENCE 350 LF PROTECTIVE STRAW WADDLES 16'X20' TRACKING PAD RESIDUAL TRACK OUT TO BE SCRAPED AND SWEPT UP GRAVEL APPROCH TO BE CONSTRUCTED PRIOR TO HOME CONSTRUCTION TOPSOIL STORAGE AREA SEED AND MULCH ALL EXPOSED & DISTURBED AREAS SEED AND MULCH ALL EXPOSED & DISTURBED AREAS CONCRETE WASHOUT AREA SILT FENCE 205 LF G:\0309 1520 vine drive\avi des submittal\submittal september 11 2018\0309 VINE EXHIBIT sept 2018.dwg, erosion control plan, 9/21/2018 4:17:07 PM 101 MEMORIAL PARKWAY #1183 NATHAN FALL AD/TK AB NEWTON SINGLE-FAMILY RESIDENCE PLAN & PROFILE PROPOSED UTILITIES 3 5 0309 00 20' 40' SCALE 1" = 20' LOT 1 GROSS 1.42 AC (61855.2 SF) NET 1.36 AC (59241.6 SF) ZONING UE-URBAN ESTATE PROPOSED 4" SANITARY SEWER SERVICE SS CLEANOUT STA. 0+23.51 RIM 5025.50 PROPOSED 1" GAS SERVICE PROPOSED 1" COPPER WATER SERVICE PROPERTY BOUNDARY PROPOSED BURIED 200 AMP ELECTRIC SERVICE EXISTING POLE & TRANSFORMER ELECTRIC SERVICE METER PROPOSED METER LOCATION & CURB STOP GENERAL NOTES: 1. CONSTRUCTION SHALL BE IN ACCORDANCE TO THE CITY OF FORT COLLINS AND LARIMER COUNTY URBAN AREA STREET STANDARDS (LUCASS). 2. THE CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN TO THE THE CITY OF FORT COLLINS FOR REVIEW AND APPROVAL PRIOR TO ANY CONSTRUCTION IN THE RIGHT OF WAY. 3. THE CONTRACTOR SHALL PROVIDE EROSION CONTROL MEASURES AND ADJUST BASED ON CONSTRUCTION ACTIVITIES. 4. CONTRACTOR SHALL POTHOLE EXISTING UTILITIES TO VERIFY LOCATION AND DEPTH PRIOR TO BEGINNING CONSTRUCTION. IF A CONFLICT IS DISCOVERED, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE OWNER. LOCATIONS SHOWN ARE BASED ON UTILITY ONE CALL AND MAY DIFFER FROM ACTUAL. 5. THE CONTRACTOR SHALL BACKFILL AND COMPACT PER GEOTECHNICAL RECOMMENDATIONS, CITY OF FORT COLLINS AND LUCASS STANDARDS. 6. ONCE CONSTRUCTION IS COMPLETE, THE CONTRACTOR SHALL COMPLETE EROSION CONTROL MEASURES, SEED AND MULCH THE DISTURBED AREAS. WADDLES SHALL BE INSTALLED TO MINIMIZE SEDIMENT RUNOFF. 7. WATER SERVICE SHALL BE 1 INCH COPPER AND BURIED A MINIMUM OF 5 FEET BELOW THE EXISTING SURFACE. CONNECTIONS AND INSTALLATION SHALL BE PER CITY OF FORT COLLINS AND LUCASS STANDARDS. 8. ELECTRICAL AND GAS SERVICE SHALL BE INSTALLED PER BUILDING CODE AND SERVICE PROVIDER REQUIREMENTS. 9. REMOVE TREES AS NEEDED TO INSTALL PROPOSED UTILITIES. 10. WATER CURB STOP LOCATED NEXT TO THE METER PIT (STREET SIDE). EXISTING GAS MAIN EXISTING 6" WATER MAIN EXISTING 18" SANITARY SEWER MAIN NO ADDITIONAL FILL TO BE PLACED IN CITY FLOODWAY WATER MAIN CONNECTION 1 INCH WET TAP PER CITY STANDARDS. SEE DETAIL. EXISTING SANITARY SEWER MANHOLE PROPOSED RESIDENCE FF=5029.17 SA CLEANOUT STA. 1+26.30 RIM 5023.87 SEWER MAIN CONNECTION PER CITY STANDARDS. SEE DETAIL. ROADWAY PATCH PER LUCASS AND CITY STANDARDS, WIDTH BASED ON TRENCH BOX AND OSHAA STANDARDS. LIMITS OF STREET CUT ARE APPROXIMATE AND FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 12' 13.5' SS CLEANOUT STA. 0+05.0 RIM 50227.67 CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL APPROVED: ________________________________ __________________ CITY ENGINEER DATE CHECKED BY: _______________________________ __________________ WATER & WASTEWATER UTILITY DATE CHECKED BY:________________________________ ___________________ STORMWATER UTILITY DATE CHECKED BY:________________________________ ___________________ PARKS & RECREATION DATE CHECKED BY:________________________________ ___________________ TRAFFIC ENGINEER DATE CHECKED BY:________________________________ ___________________ DATE G:\0309 1520 vine drive\avi des submittal\submittal september 11 2018\0309 GRADING PLAN NAVD88.dwg, plan and prof, 9/21/2018 4:08:20 PM CITY FLOODWAY FEMA MOD. RISK- FLOOD FRINGE 16' WIDE EMERGENCY ACCESS EASEMENT PROPOSED SEWER SERVICE 4" PVC WITH SURFACE CLEANOUTS PROPOSED WATER SERVICE (1" COPPER PIPE) PROPOSED GAS SERVICE ALL TREES TO REMAIN UNLESS OTHERWISE NOTED SEE TREE PROTECTION NOTES ADJACENT OWNER: ELDER KEVIN J/MORGAN LISA 1506 W VINE DRIVE PARCEL # 9703400009 WARREN SUSAN D 1604 W VINE DRIVE PARCEL # 9703300040 60.0' EXISTING ROW EXISTING OVERHEAD ELECTRIC PROPERTY BOUNDARY 200 AMP BURIED ELECTRIC SERVICE EXISTING FIRE HYDRANT MODERATE FLOOD RISK AREA EXTEND CMP CULVERT 10' AND ADD FLARED END SECTION TREES TO BE REMOVED EXISTING ASPHALT APPROACH EX. SANITARY MANHOLE EX. 24" SANITARY SEWER EX. 6" WATER MAIN HMA PATCH. SEE UTILITY PLANS S00°49'22"W 300.00' (M) N89°02'48"W 200.00' (M) N00°49'22"E 360.00' (M) S89°02'48"E 150.00' (M) DRAINAGE DIRECTION ARROW (TYPICAL) FIRE LANE SIGN 4:1 SIDE SLOPES COMPACTED, TOPSOIL, SEEDED AND MULCHED. ACCESS INCLUDES COMPACTED SUBGRADE, AGGREGATE BASE COURSE CDOT CLASS 5. DEPTH =8 INCHES COMPACTED. LOT 1 GROSS 1.42 AC (61855.2 SF) NET 1.36 AC (59241.6 SF) ZONING UE-URBAN ESTATE 970.420.0086 706 S COLLEGE AVE, SUITE 203 FORT COLLINS, CO 80524 AVI@AVIPC.COM SITE PLAN NOTES: 1. THE PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FINAL PLANS. AMENDMENTS TO THE PLANS MUST BE REVIEWED AND APPROVED BY THE CITY PRIOR TO THE IMPLEMENTATION OF ANY CHANGES TO THE PLANS. CONSTRUCTION SHALL BE IN ACCORDANCE WITH LUCASS, CITY OF FORT COLLINS STANDARDS, DETAILS AND SPECIFICATIONS. 2. REFER TO FINAL UTILITY PLANS FOR EXACT LOCATIONS AND CONSTRUCTION INFORMATION FOR STORM DRAINAGE STRUCTURES, UTILITY MAINS AND SERVICES, PROPOSED TOPOGRAPHY, STREET IMPROVEMENTS. 3. REFER TO THE SUBDIVISION PLAT AND UTILITY PLANS FOR EXACT LOCATIONS, AREAS AND DIMENSIONS OF ALL EASEMENTS, LOTS, TRACTS, STREETS, WALKS AND OTHER SURVEY INFORMATION. 4. ALL ROOFTOP AND GROUND MOUNTED MECHANICAL EQUIPMENT MUST BE SCREENED FROM VIEW FROM ADJACENT PROPERTY AND PUBLIC STREETS. IN CASES WHERE BUILDING PARAPETS DO NOT ACCOMPLISH SUFFICIENT SCREENING, THEN FREE-STANDING SCREEN WALLS MATCHING THE PREDOMINANT COLOR OF THE BUILDING SHALL BE CONSTRUCTED. OTHER MINOR EQUIPMENT SUCH AS CONDUIT, METERS AND PLUMBING VENTS SHALL BE SCREENED OR PAINTED TO MATCH SURROUNDING BUILDING SURFACES. 5. ALL CONSTRUCTION WITH THIS DEVELOPMENT PLAN MUST BE COMPLETED IN ONE PHASE UNLESS A PHASING PLAN IS SHOWN WITH THESE PLANS. 6. FIRE HYDRANTS MUST MEET OR EXCEED POUDRE FIRE AUTHORITY STANDARDS. ALL BUILDINGS MUST PROVIDE AN APPROVED FIRE EXTINGUISHING SYSTEM. 7. ALL SIDEWALKS AND RAMPS MUST CONFORM TO CITY STANDARDS. ACCESSIBLE RAMPS MUST BE PROVIDED AT ALL STREET AND DRIVE INTERSECTIONS AND AT ALL DESIGNATED ACCESSABLE PARKING SPACES. ACCESSABLE PARKING SPACES MUST SLOPE NO MORE THAN 1:48 IN ANY DIRECTION. ALL ACCESSIBLE ROUTES MUST SLOPE NO MORE THAN 1:20 IN DIRECTION OF TRAVEL AND WITH NO MORE THAN 1:48 CROSS SLOPE. 8. COMMON OPEN SPACE AREAS AND LANDSCAPING WITHIN RIGHT OF WAYS, STREET MEDIANS, AND TRAFFIC CIRCLES ADJACENT TO COMMON OPEN SPACE AREAS ARE REQUIRED TO BE MAINTAINED BY A PROPERTY OWNERS' ASSOCIATION. THE PROPERTY OWNERS' ASSOCIATION IS RESPONSIBLE FOR SNOW REMOVAL ON ALL ADJACENT STREET SIDEWALKS AND SIDEWALKS IN COMMON OPEN SPACE AREAS. 9. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. FLOODPLAIN AND FLOODWAY NOTES: 1. PORTIONS OF THIS PROPERTY ARE LOCATED IN THE FEMA REGULATORY 100YEAR (ZONE A) AND MODERATE RISK FLOOD FRINGE. 2. ALL DEVELOPMENT WITHIN THE FLOODPLAIN MUST COMPLY WITH THE FLOODPLAIN REGULATIONS OF CHAPTER 10 OF CITY OF FORT COLLINS MUNICIPAL CODE. 3. CONSTRUCTION OF RESIDENTIAL STRUCTURES IS NOT ALLOWED IN THE 100 YEAR FLOODWAY. 4. RESIDENTIAL STRUCTURES ARE ALLOWED IN THE 100 YEAR HIGH RISK FLOOD FRINGE PROVIDED THEY MEET ALL ELEVATION REQUIREMENTS OF CHAPTER 10 OF CITY MUNICIPAL CODE. 5. NON-STRUCTURAL DEVELOPMENT (FENCES, DETENTION PONDS, HARD SURFACE PATHS, FILL, DRIVEWAYS, PARKING AREAS, VEGETATION, ETC.) IS ALLOWED WITHIN THE 100 YEAR FLOODWAY, PROVIDED THE DEVELOPMENT WILL NOT CAUSE A RISE IN THE BASE FLOOD ELEVATION OR A CHANGE TO THE FLOODWAY OR FLOOD FRINGE BOUNDARIES. NON-STRUCTURAL DEVELOPMENT IS NOT RESTRICTED IN THE FLOOD FRINGE. 6. NO FILL WILL BE PLACED IN THE CITY FLOODWAY AREA. ACCESS THROUGH THE CITY FLOODWAY AREA WILL BE CONSTRUCTED SLIGHTLY BELOW EXISTING GROUND. 7. GRAVEL SURFACING FOR APPROACH AND EMERGENCY ACCESS TO BE 8" THICK CDOT AGGREGATE BASE COURSE, CLASS 5. 8. TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. PROJECT DATUM: NAVD88 1. BENCHMARK # 37-97 NAVD 88 ELEVATION: 5027.21 2. THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS. 3. IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 - 3.17'. BASIS OF BEARINGS: THE SOUTH LINE OF THE SOUTHWEST 1 4 OF THE SOUTHEAST 1 4 OF SECTION 3, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, ASSUMED TO BEAR S89°02'48'E. CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL APPROVED: ________________________________ __________________ CITY ENGINEER DATE CHECKED BY: _______________________________ __________________ WATER & WASTEWATER UTILITY DATE CHECKED BY:________________________________ ___________________ STORMWATER UTILITY DATE CHECKED BY:________________________________ ___________________ PARKS & RECREATION DATE CHECKED BY:________________________________ ___________________ TRAFFIC ENGINEER DATE CHECKED BY:________________________________ ___________________ DATE G:\0309 1520 vine drive\avi des submittal\submittal september 11 2018\0309 VINE EXHIBIT sept 2018.dwg, utility const plan, 9/21/2018 3:42:57 PM NET AREA (SQ.FT) % . RIGHT OF WAY 600 0.95 TOTAL NET COVERAGE: 62,400 SQ.FT DWELLING UNIT BREAKDOWN UNIT TYPE: SINGLE FAMILY DETACHED TOTAL BEDROOMS: 4 TOTAL DWELLING UNITS: 1 BUILDING HEIGHT BUILDING 01 - RESIDENTIAL MAXIMUM HEIGHT: 27' PROJECT PARKING STANDARD PARKING (ON CONCRETE PAD): 2 TOTAL WEST VINE DRIVE CLASSIFICATION: ARTERIAL UTILITIES SHALL BE INSTALLED PER CITY OF FORT COLLINS, LUCASS AND UTILITY PROVIDER'S REQUIREMENTS. G:\0309 1520 vine drive\avi des submittal\submittal september 11 2018\site plan title and elev.dwg, utility plan title sheet, 9/21/2018 3:32:09 PM