HomeMy WebLinkAboutFORT COLLINS NISSAN-KIA - PDP210017 - DOCUMENT MARKUPS - ROUND 4 - OTHER WATER AND OR SANITATION DISTRICTSSMOKEY DRIVE
VENUS AVENUECOLLEGE AVE (HWY 287)BUENO DRIVE
MILKY WAY DRIVE
MARS DRIVEMERCURY DRIVENEPTUNE DRIVEFOSSIL CREEK
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CREEK TRAILBNSF RAILROAD#5822#5828#5834#200#206#214#218
#201
#5836#5835#5817 EXISTING
#224#230
NISSAN DEALERSHIP BUILDING
KIA DEALERSHIP BUILDING
PROPOSED 8" WATER
EXISTING 24" IRRIGATION PIPE
PROPOSED 8" SANITARY
PROPOSED 8" WATER
CONNECT TO EXISTING
6" WATER
SANITARY SERVICE
CONNECT TO EXISTING
6" CAST IRON WATER
CONNECT TO EXISTING
14" AC WATER MAIN
PROPOSED STORM OUTFALL
PROPOSED UNDERGROUND DETENTION
EXISTING 14" AC WATER
PROPOSED 24" NORTH LOUDEN
DITCH IRRIGATION BYPASS
EXISTING XCEL GAS TO BE
LOWERED WITH GRADING
(SEE NOTE 11)
WATER & FIRE SERVICES
EXISTING FIBER OPTIC
VAULT TO BE RELOCATEDSANITARY SERVICE
PROPOSED 24"
IRRIGATION LINE
PROPOSED STORM DRAIN
CONNECT TO EXISTING
SANITARY SEWER
PROPOSED 8" SANITARY
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED STORM DRAIN
PROPOSED STORM DRAIN
PROPOSED STORM DRAIN
PROPOSED 8" WATER
LOT 23
LOT 24
LOT 25
LOT 26
LOT 27
LOT 28
LOT 31
LOT 29
LOT 32
LOT 1
LOT 2
LOT 30
PROPOSED STORM
PROPERTY BOUNDARY (TYP.)
LOT 1
BLOCK 1
LOT 2
BLOCK 1
LOT 1
BLOCK 2
TRACT A
TRACT B
TRACT C
TRACT D
LOT 1
RISING SON MANOR
SUBDIVISION
SILVERTHORNE LLC
WWW PROPERTIES LLC
CITY OF FORT COLLINS
PROPOSED 14"X23"
ELLIPTICAL CULVERT
FOSS
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PROPOSED HYDRANT (TYP)
FOSSIL CREEK
FLOODPLAIN/FLOODWAY
FOSSIL CREEK
FLOODPLAIN/FLOODWAY
WATER & FIRE SERVICES
EXISTING SANITARY STUB
TO BE ABANDONED PER
SFCSD STANDARDS
PROPOSED TRANSFORMER
PROPOSED
TRANSFORMER
PRIMARY ELECTRIC PER
CITY OF FORT COLLINS
PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT F
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PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, unauthorizedchanges to or uses of these plans. All changes to the plans must be in writing and mustbe approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238
FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TCC CORPORATIONFORT COLLINS NISSAN-KIA4/13/2022U21004
1" = 80'
1" = N/A
4/12/20228:31:08 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C3.00 - OVERALL UTILITY PLAN.DWGC3.00 - OVERALL UTILITY PLAN####C3.00
26OVERALL UTILITY PLAN11
NORTH0 80'160'
SCALE: 1" = 80'
40'
CABLE TV LINE
ELECTRIC LINE
OVERHEAD ELECTRIC LINE
FIBER OPTIC LINE
GAS LINE
ABANDONED GAS LINE
G GAS METER
IRRIGATION LINE
SANITARY MANHOLE
SANITARY MAIN
SANITARY SERVICE
SANITARY SERVICE
CLEANOUT
DOWNSPOUT
FLARED END SECTION
STORM INLET
STORM MANHOLE
STORM OUTLET
STRUCTURE
STORM PIPE
RIP RAP
TELEPHONE LINE
OVERHEAD
TELEPHONE LINE
UTILITY POLE AND
GUY WIRES
FIRE DEPARTMENT
CONNECTION
FIRE HYDRANT
FIRELINE
WATER FITTINGS
WATER MAIN
WATER SERVICE
WATER METER
DRY UTILITY CONDUIT
DS
THRUST BLOCK
GATE VALVE
FIBER, GAS, ELECTRIC, OR
TELEPHONE PEDESTAL
LEGEND
NOTES
1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE
UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST
INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES
NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING
UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS
INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE
RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND
PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY
LOCATIONS.
2.THE PROPOSED CONSTRUCTION WILL BE IN CLOSE PROXIMITY TO
SEVERAL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL
COORDINATE WITH ALL UTILITY PROVIDERS PRIOR TO AND DURING
CONSTRUCTION TO MINIMIZE SERVICE INTERRUPTIONS TO
SURROUNDING BUILDINGS OR PROPERTIES.
3.THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS
5' OUTSIDE OF BUILDING UNLESS NOTED OTHERWISE. EXACT
LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY
CONNECTIONS INTO THE PROPOSED BUILDING SHALL BE
COORDINATED WITH APPROVED ARCHITECTURAL DRAWINGS.
4.REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL CONDUITS
AND POWER LINE ROUTING FOR SITE LIGHTING.
5.WATER AND SEWER SERVICE PROVIDED BY THE FORT
COLLINS-LOVELAND WATER AND SOUTH FORT COLLINS SANITATION
DISTRICTS. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER
EACH DISTRICT'S STANDARD CONSTRUCTION SPECIFICATIONS,
LATEST EDITION.
6.MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 5'.
MAXIMUM COVER SHALL BE 6'.
7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION
BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES.
8.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY
REPRESENTED AND ARE NOT TO SCALE.
9.SANITARY SEWER SERVICES SHALL BE SDR-35 PVC.
10.FIRE SERVICES SHALL BE AWWA C-900 PVC. WATER SERVICES
LARGER THAN 1-1/2" MAY BE EITHER TYPE K COPPER, SDR 9 HDPE
PIPE WITH A PRESSURE RATING OF 200 PSI OR DUCTILE IRON PIPE
WITH A PRESSURE RATING OF 200 PSI.
11.CONTRACTOR SHALL COORDINATE ALL UTILITY DEMOLITION AND/OR
RELOCATION ITEMS WITH THE APPROPRIATE UTILITY PROVIDER
PRIOR TO BEGINNING ANY ONSITE DEMOLITION.