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Home My WebLink AboutNEWTON SINGLE-FAMILY DETACHED - BASIC DEVELOPMENT REVIEW - BDR180019 - SUBMITTAL DOCUMENTS - ROUND 2 - UTILITY PLANS- NEWTON SUBDIVISION - PROJECT DEVLOPEMENT PLAN (PDP) / FINAL DEVELOPMENT PLAN (FDP) - 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 AUGUST 3RD 2018 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 = 0.691 DU/AC NET DENSITY = 0.698 DU/AC AREA COVERAGE GROSS AREA AREA (SQ.FT) % PRINCIPLE BUILDING COVERAGE 1,993 ACCESSORY BUILDING COVERAGE 600 DRIVES AND PARKING 3,670 OPEN SPACE AND LANDSCAPE 56,137 HARDSCAPE PUBLIC STREET RIGHT OF WAY HARDSCAPE 0 DRIVES AND PARKING 240 LANDSCAPE 360 TOTAL GROSS COVERAGE 63,000 NET AREA (SQ.FT) RIGHT OF WAY 600 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. INDEMNIFICATION STATEMENT THESE PLANS HAVE BEEN REVIEWED BY THE LOCAL ENTITY FOR CONCEPT ONLY. THE REVIEW DOES NOT IMPLY RESPONSIBILITY BY THE REVIEWING DEPARTMENT, THE LOCAL ENTITY ENGINEER, OR THE LOCAL ENTITY FOR ACCURACY AND CORRECTNESS OF THE CALCULATIONS. FURTHERMORE, THE REVIEW DOES NOT IMPLY THAT QUANTITIES OF ITEMS ON THE PLANS ARE THE FINAL QUANTITIES REQUIRED. THE REVIEW SHALL NOT BE CONSTRUED IN ANY REASON AS ACCEPTANCE OF FINANCIAL RESPONSIBILITY BY THE LOCAL ENTITY FOR ADDITIONAL QUANTITIES OF ITEMS SHOWN THAT MAY BE REQUIRED DURING THE CONSTRUCTION PHASE. UE LMN 1520 WEST VINE DR. SITE LOCATION RL VICINTY AND EXISTING ZONING MAP -NTS- SHEET INDEX UTILITY PLAN TITLE SHEET......................................................1 NEWTON SITE PLAN..................................................................2 PROPOSED UTILITIES PLAN AND PROFILE............................3 WATER, SEWER,SIGN & EROSION CONTRODETAILS...........4 ARCHITECT/BUILDER: CRAFTSMEN BUILDERS INC 319 E. MAGNOLIA FORT COLLINS, CO 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 CITY FLOODWAY FEMA MOD. RISK- FLOOD FRINGE 16' WIDE EMERGENCY ACCESS EASEMENT PROPOSED SEWER SERVICE 4" PVC WITH SURFACE CLEANOUTS INSTALLED EVERY 150 FEET PROPOSED WATER SERVICE (1" COPPER PIPE) PROPOSED GAS SERVICE ALL TREES TO REMAIN UNLESS OTHERWISE NOTED SEE TREE PROTECTION NOTES ELDER KEVIN J/MORGAN LISA 1506 W VINE DRIVE PARCEL # 9703400009 WARREN SUSAN D 1604 W VINE DRIVE PARCEL # 9703300040 LOT 1 GROSS 1.42 AC (61855.2 SF) NET 1.36 AC (59241.6 SF) ZONING UE-URBAN ESTATE 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 PER CITY STANDARDS N80°45'04"E 115.02' (M) WS WS WS WS WS WS WS WS WS SS SS SS SS SS SS SS SS SS SS SS SS 5024 5026 5026 5024 5024 5025 5026 5027 5024 5025 5026 5027 5027 5026 5025 5024 5027 5026 5025 5024 0+00 1+00 2+00 2+30 16.00 143.00 16.00 143.00 5010 5015 5020 5025 5010 5015 5020 5025 -1+00 0+00 1+00 2+00 3+00 197.18' of 4" PVC @ 1.99% 10.03' of 4" PVC @ -5.01% G 970.420.0086 706 S COLLEGE AVE, SUITE 203 FORT COLLINS, CO 80524 AVI@AVIPC.COM Aug 08, 2018 THOUSAND OAKS, CALIFORNIA 91360 970.420.0086 706 S COLLEGE AVE, SUITE 203 FORT COLLINS, CO 80524 AVI@AVIPC.COM H:\0309_VINE\SURVEY\Drawings\0309 VINE EXHIBIT 5-10-18.dwg, foco details (2), 8/8/2018 4:15:41 PM 101 MEMORIAL PARKWAY #1183 NATHAN FALL AD/TK AB 1520 VINE DRIVE PLAN & PROFILE PROPOSED UTILITIES 3 4 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+12.66 RIM 5027.67 PROPOSED 1" GAS PROPOSED 1" COPPER SERVICE WATER SERVICE 15' 12' 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 ROADWAY PATCH PER LUCASS AND CITY STANDARDS, WIDTH BASED ON TRENCH BOX AND OSHAA STANDARDS WATER MAIN CONNECTION 1 INCH WET TAP PER CITY STANDARDS. SEE DETAIL. EXISTING SANITARY SEWER MANHOLE PROPOSED RESIDENCE SS CLEANOUT STA. 1+50.00 RIM 5024.11 SEWER MAIN CONNECTION PER CITY STANDARDS. SEE DETAIL. REVIEWED & APPROVAL FOR CONSTRUCTION CITY OF FORT COLLINS UTILITY DEPARTMENT BY:__________________________ DATE:______________________ 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. 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. 17. 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. NECESSARY TO PROVIDE ADEQUATE VISIBILITY. REVIEWED & APPROVAL FOR CONSTRUCTION CITY OF FORT COLLINS UTILITY DEPARTMENT BY:_________ _________________ DATE:______________________ 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. PROJECT DATUM: NAVD88 BENCHMARK # 37-97 NAVD 88 ELEVATION: 5061.14 PLEASE NOTE: 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. 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. NO FILL WILL BE PLACED IN THE CITY FLOODWAY AREA. ACCESS THROUGH THE CITY FLOODWAY AREA WILL BE CONSTRUCTED SLIGHTLY BELOW EXISTING GROUND. GRAVEL SURFACING FOR APPROACH AND EMERGENCY ACCESS TO BE 8" THICK CDOT AGGREGATE BASE COURSE, CLASS 5. TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. H:\0309_VINE\SURVEY\Drawings\0309 VINE EXHIBIT 5-10-18.dwg, utility const plan, 8/8/2018 4:14:21 PM 970-416-9300 PLANNING CERTIFICATION APPROVED BY THE DIRECTOR OF COMMUNITY DEVELOPMENT AND NEIGHBORHOOD SERVICE OF THE CITY OF FORT COLLINS, COLORADO ON THIS _________ DAY OF ___________________________, A.D.,20____. ____________________________________________________________ DIRECTOR OF COMMUNITY DEVELOPMENT AND NEIGHBORHOOD SERVICES OWNERSHIP CERTIFICATION _________________________________ BY _________________________________ STATE OF COLORADO ) ) SS. COUNTY OF LARIMER) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS _________ DAY OF ___________________________, A.D.,20____, BY __________________________. WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES:_______________________ ______________________________ NOTARY PUBLIC I HEREBY AFFIRM THAT THESE FINAL CONSTRUCTION PLANS WERE PREPARED UNDER MY DIRECT SUPERVISION, IN ACCORDANCE WITH ALL APPLICABLE CITY OF FORT COLLINS AND STATE OF COLORADO STANDARDS AND STATUTES, RESPECTIVELY; AND THAT I AM FULLY RESPONSIBLE FOR THE ACCURACY OF ALL DESIGN, REVISIONS, AND RECORD CONDITIONS THAT I HAVE NOTED ON THESE PLANS. 307.637.6017 1103 OLD TOWN LANE, SUITE 101 CHEYENNE, WY 82009 AVI@AVIPC.COM REVIEWED & APPROVAL FOR CONSTRUCTION CITY OF FORT COLLINS UTILITY DEPARTMENT BY:_________ _________________ DATE:______________________ C:\projects\0309 1520 vine driv\updated sheets\site plan title and elev.dwg, utility plan title sheet, 8/8/2018 4:06:32 PM