HomeMy WebLinkAboutNEWTON SINGLE-FAMILY DETACHED - BASIC DEVELOPMENT REVIEW - BDR180019 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSN80°45'04"E 115.02' (M)
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)
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
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
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
5024
5025
5026
5027
5024
5025
5026
5027
5027
5026
5025
5024
5027
5026
5025
5024
16.00
143.00
16.00
143.00
0+00
1+00
2+00
2+30
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
Jun 27, 2018
THOUSAND OAKS, CALIFORNIA 91360
101 MEMORIAL PARKWAY #1183
NATHAN FALL
AD/TK
AB
1520 VINE DRIVE
PLAN & PROFILE
PROPOSED UTILITIES
3 3
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 300 AMP
ELECTRIC SERVICE
EXISTING POLE
& TRANSFORMER
ELECTRIC
SERVICE
METER
PROPOSED
METER LOCATION
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.
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 PER
CITY STANDARDS
EXISTING SANITARY
SEWER MANHOLE
PROPOSED
RESIDENCE
SS CLEANOUT
STA. 1+50.00
RIM 5024.11
HMA PATCH PER
CITY STANDARDS
970.420.0086
706 S COLLEGE AVE, SUITE 203
FORT COLLINS, CO 80524
AVI@AVIPC.COM
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.
GENERAL NOTES:
ALL ELEVATIONS SHOWN ARE BASED ON NAVD88. TO CONVERT TO NVGD29 SUBTRACT 3.17 FEET.
BENCHMARK 37-97 USED FOR CALCULATION OF NAVD88 TO NVGD29 CONVERSION.
NGVD29 CALCULATIONS:
FINISH FLOOR=5026.00
BOTTOM OF ALL MECHANICAL AND BOTTOM OF GARAGE SLAB=5025.00
100 YEAR WATER SURFACE ELEVATION (WSEL)=5022.40± Δ=2.5 FEET
EXISTING GROUND AVERAGE AT PROPOSED RESIDENCE=5020.5±
SEE DETAIL BELOW
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.
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,
BEING MONUMENTED BY A FOUND CAP AT THE 1
4 CORNER COMMON TO SECTION 3 AND SECTION 10, AND A FOUND
ALUMINUM CAP AT THE EAST 1
16 OF SECTION 3, BEARING S89°19'50"E A DISTANCE OF 1331.06 FEET.
PROPERTY PINS HAD NOT BEEN SET AT THE TIME OF SURVEY.
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.
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.
7. [IF APPLICABLE] ALL SINGLE FAMILY DETACHED HOMES SHALL MEET OR EXCEED THE GARAGE DOOR
STANDARDS AS OUTLINED IN 3.5.2(E) OF THE LAND USE CODE.
9. ALL EXTERIOR LIGHTING PROVIDED SHALL COMPLY WITH THE FOOT-CANDLE REQUIREMENTS IN
SECTION 3.2.4 OF THE LAND USE CODE AND SHALL USE A CONCEALED, FULLY SHIELDED LIGHT SOURCE
WITH SHARP CUT-OFF CAPABILITY
SO AS TO MINIMIZE UP-LIGHT, SPILL LIGHT, GLARE AND UNNECESSARY DIFFUSION.
10. SIGNAGE AND ADDRESSING ARE NOT PERMITTED WITH THIS PLANNING DOCUMENT AND MUST BE
APPROVED BY SEPARATE CITY PERMIT PRIOR TO CONSTRUCTION. SIGNS MUST COMPLY WITH CITY SIGN
CODE UNLESS A SPECIFIC VARIANCE IS GRANTED BY THE CITY.
11. FIRE HYDRANTS MUST MEET OR EXCEED POUDRE FIRE AUTHORITY STANDARDS.
ALL BUILDINGS MUST PROVIDE AN APPROVED FIRE EXTINGUISHING SYSTEM.
12. ALL BIKE RACKS PROVIDED MUST BE PERMANENTLY ANCHORED.
13. 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.
14. 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.
19. PREMISE IDENTIFICATION: AN ADDRESSING PLAN IS REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY
AND POUDRE FIRE AUTHORITY PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. UNLESS THE
PRIVATE DRIVE IS NAMED, MONUMENT SIGNAGE MAY BE REQUIRED TO ALLOW WAY-FINDING. ALL BUILDINGS
SHALL HAVE ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A
POSITION THAT IS PLAINLY LEGIBLE, VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY, AND
POSTED WITH A MINIMUM OF SIX-INCH NUMERALS ON A CONTRASTING BACKGROUND. WHERE ACCESS IS BY
MEANS OF A PRIVATE ROAD AND THE BUILDING CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT,
POLE OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE.
VINE DRIVE UTILITY SITE PLAN
18