HomeMy WebLinkAboutFORT COLLINS NISSAN-KIA - PDP210017 - DOCUMENT MARKUPS - ROUND 2 - UTILITY PLANSCOLLEGE AVE. (HWY 287)E. SKYWAY DR.FOSSIL CREEK PKWY.PROJECT SITEV
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.E. SATURN DR.1" = 500'1" = N/A10/6/2021 10:35:31 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C0.00 - COVER.DWGC0.00 - COVER ####C0.0025COVER SHEET
PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED:VERTICAL:HORIZONTAL:SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:
The engineer preparing these plans will not be responsible for, or liable for, unauthorized
changes to or uses of these plans. All changes to the plans must be in writing and must
be approved by the preparer of these plans.
NO.BY DATE
CAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.comTCC CORPORATION
FORT COLLINS NISSAN-KIA
10/6/2021U210041 FOSSIL CREEK SUBDIVISIONSITUATED IN THE NORTHEAST QUARTER OF SECTION 11, TOWNSHIP 6 NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN,CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADOOCTOBER 2021OWNERWWW PROPERTIES LLC1005 KEN PRATT BOULEVARDLONGMONT, CO 80501-6330PHONE: (970) 394-3442CIVIL ENGINEERUNITED CIVIL DESIGN GROUP, LLC1501 ACADEMY CT., STE 203FORT COLLINS, CO 80524PHONE: (970) 530-4044CONTACT: SAM ELIASONPLANNER/LANDSCAPE ARCHITECTTB GROUP444 MOUNTAIN AVENUEBERTHOUD, CO 80513PHONE: (970) 532-5891CONTACT: CATHY MATHISARCHITECTINFUSION ARCHITECTS, LLC206 EAST 4TH STREETLOVELAND, CO 80537PHONE: (970) 775-2925CONTACT: RANDELL JOHNSONSURVEYORKING SURVEYORS650 EAST GARDEN DRIVEWINDSOR, CO 80550PHONE: (970) 686-5011CONTACT: PAUL GROVESUTILITYPROVIDERCONTACTPHONEWATERCITY OF FORT COLLINS UTILITIESWES LAMARQUE(970) 416-2418WASTEWATERSOUTH FORT COLLINS SANITATION DISTRICTCHRIS PLETCHER(970) 226-3104STORMWATERCITY OF FORT COLLINS UTILITIESMATT SIMPSON(970) 416-2754POWERCITY OF FORT COLLINS LIGHT & POWERAUSTIN KREAGER(970) 2246152NATURAL GASXCEL ENERGYSTEPHANIE RICH(970) 225-7828TELECOMCENTURYLINKROBERT RULI(970) 490-7503CABLE COMCASTDON KAPPERMAN(970) 567-0245Note: All utility providers listed hereon is provided as a courtesy. It is the responsibility of the recipient to verify the accuracy and completeness of theinformation shown.UTILITY PROVIDERSCALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRPROJECT COORDINATESPROJECT DATUM: NAVD 88.BENCHMARK #1: CITY OF FORT COLLINS VERTICAL BENCHMARK "Y 401"3 14" BRASS CAP DRILLED INTO ROCK OUTCROP. LOCATED 68.9' EAST ON THE CENTERLINE OF HIGHWAY 287AT MILEPOST 341.35ELEVATION=4971.96PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTSMAY HAVE USED NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICALDATUMS.IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY PURPOSE,THE FOLLOWING EQUATION SHOULD BE USED:NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 DATUM - 3.21'HORIZONTAL DATUM:COLORADO STATE PLANE COORDINATES NAD 83(2011) DATUM.HORIZONTAL CONTROL BASED UPON TRIMBLE VRS NETWORK SOLUTIONNOTE:1.ALL PROJECT CONTROL LISTED HEREON IS PROVIDED AS A COURTESY. IT IS THE RESPONSIBILITY OFTHE RECIPIENT TO VERIFY THE ACCURACY OF THE COORDINATES AND ELEVATIONS SHOWN PRIOR TOUSING THEM FOR ANY PURPOSES.2.THESE DRAWINGS ARE AT MODIFIED STATE PLANE. TO REDUCE TO STATE PLANE COORDINATES,SCALE AT 0.99973332 (1.00026675) ABOUT THE ORIGIN 0,0.PAGE #SHEET #SHEET NAME1C0.00COVER SHEET2-3C0.01 - C0.02GENERAL NOTES4C0.03TYPICAL ROADWAY SECTIONS5C1.00OVERALL EXISTING CONDITIONS PLAN6-7C1.01 - C1.02DETAILED EXISTING CONDITIONS AND REMOVALS PLAN8C2.00OVERALL HORIZONTAL CONTROL PLAN9-10C2.01 - C2.02DETAILED HORIZONTAL CONTROL PLANS11C3.00OVERALL UTILITY PLAN12-13C3.01 - C3.02DETAILED UTILITY PLANSC3.10SANITARY SEWER PLAN & PROFILES (RESERVED FOR FUTURE SUBMITTALS)C3.20STORM SEWER PLAN & PROFILES (RESERVED FOR FUTURE SUBMITTALS)14C4.00OVERALL GRADING PLAN15 - 16C4.10 - C4.11DETAILED GRADING PLANS17 - 18C4.20 - C4.21DETAILED EROSION CONTROL PLANS19 - 20C5.00 - C5.01VENUS AVENUE PLAN & PROFILES21-22C5.10 - C5.11COLLEGE AVENUE CROSS SECTIONSC5.20 - C5.21COLLEGE AVENUE FLOWLINE PROFILES (RESERVED FOR FUTURE SUBMITTALS)C5.30 - C5.31SIGNING & STRIPING PLANS (RESERVED FOR FUTURE SUBMITTALS)C5.40INTERSECTION DETAILS (RESERVED FOR FUTURE SUBMITTALS)23C6.00OVERALL DRAINAGE PLAN24-25C6.01 - C6.02DETAILED DRAINAGE PLANSC7.00 CONSTRUCTION DETAILS (RESERVED FOR FUTURE SUBMITTALS)SHEET INDEXPROJECT TEAMVICINITY MAP1"=500'PROJECT DEVELOPMENT PLANS FORCity of Fort Collins, COUTILITY PLAN APPROVALAPPROVED:CITY ENGINEER,APPROVED SHEETSDATEAPPROVED:WATER & WASTEWATER UTILITY,APPROVED SHEETSDATEAPPROVED:STORMWATER UTILITY,APPROVED SHEETSDATEAPPROVED:PARK PLANNING & DEVELOPMENT,APPROVED SHEETSDATEAPPROVED:TRAFFIC OPERATIONS,APPROVED SHEETSDATEAPPROVED:ENVIRONMENTAL PLANNER,APPROVED SHEETSDATEI HEREBY AFFIRM THAT THESE FINAL CONSTRUCTION PLANSWERE PREPARED UNDER MY DIRECT SUPERVISION, INACCORDANCE WITH ALL APPLICABLE CITY OF FORT COLLINSAND STATE OF COLORADO STANDARDS AND STATUTES,RESPECTIVELY; AND THAT I AM FULLY RESPONSIBLE FORTHE ACCURACY OF ALL DESIGN, REVISIONS, AND RECORDCONDITIONS THAT I HAVE NOTED ON THESE PLANS.SAMUEL ELIASON, PE #38212 DATECERTIFICATION STATEMENTTHESE PLANS HAVE BEEN REVIEWED BY THE LOCAL ENTITYFOR CONCEPT ONLY. THE REVIEW DOES NOT IMPLYRESPONSIBILITY BY THE REVIEWING DEPARTMENT, THELOCAL ENTITY ENGINEER, OR THE LOCAL ENTITY FORACCURACY AND CORRECTNESS OF THE CALCULATIONS.FURTHERMORE, THE REVIEW DOES NOT IMPLY THATQUANTITIES OF ITEMS ON THE PLANS ARE THE FINALQUANTITIES REQUIRED. THE REVIEW SHALL NOT BECONSTRUED IN ANY REASON AS ACCEPTANCE OF FINANCIALRESPONSIBILITY BY THE LOCAL ENTITY FOR ADDITIONALQUANTITIES OF ITEMS SHOWN THAT MAY BE REQUIREDDURING THE CONSTRUCTION PHASE.DISCLAIMER STATEMENTAll changes, addendums, additions, deletions andmodifications to these drawings must be approved,in writing, by the Fort Collins-LovelandWater District and the South Fort Collins Sanitation District.District EngineerDateFORT COLLINS - LOVELANDWATER DISTRICTSOUTH FORT COLLINSSANITATION DISTRICTCONTRACTORTCC CORPORATION609 GYRFALCON, UNIT DWINDSOR, CO 80550CONTACT: ERNIE CROWNOVERPHONE: (970)-460-0583Review does not constitute "approval" of plans. Plan engineeris responsible for accuracy and completeness of plans.General ManagerDateNORTH LOUDEN DITCH COMPANY
SMOKEY DRIVE
COLLEGE AVE (HWY 287)VENUS AVENUECOLLEGE AVE (HWY 287)CRESTRIDGE DRIVE
BUENO DRIVE
MILKY WAY DRIVE
MARS DRIVEMERCURY DRIVENEPTUNE DRIVEFOSSIL CREEK
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FOS
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CREEK TRAILBNSF RAILROADEXISTING
BUILDING
TO REMAIN
EXISTING
NISSAN BUILDING
(TO BE REMOVED)#5822#5828#5834#200#206#214#218
#201
#5836#5835#5817 EXISTING
#224#230#234
#5836FOSS
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REDTAIL PONDS
NATURAL AREA
ZONED POL
CITY OF FORT COLLINS
FLOODWAY BOUNDARY
EROSION BUFFER LIMITS
EXISTING WETLANDS
CITY OF FORT COLLINS
FLOODWAY BOUNDARY
CITY OF FORT COLLINS
FLOODWAY BOUNDARY
CITY OF FORT COLLINS
FLOODWAY BOUNDARY
EXISTING WETLANDS
EXISTING WETLANDS
100' NATURAL
HABITAT
BUFFER
ZONE
EROSION BUFFER LIMITS
SECTION LINE
PROPERTY BOUNDARY
EXISTING SANITARY SEWER
EROSION BUFFER LIMITS
CITY OF FORT COLLINS
FLOODWAY BOUNDARY
EXISTING VEHICLE
STORAGE AREA
LOT 23
LOT 24
LOT 25
LOT 26
LOT 27
LOT 28
LOT 31
LOT 29
LOT 32
LOT 1
LOT 2
LOT 30
LOT 1
RISING SON MANOR
SUBDIVISION
SILVERTHORNE LLC
WWW PROPERTIES LLC
WWW PROPERTIES LLC
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-KIA10/6/2021U21004
1" = 80'
1" = N/A
10/6/202110:35:53 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C1.00 - OVERALL EXISTING CONDITIONS PLAN.DWGC1.00 - OVERALL EXISTING CONDITIONS PLAN####C1.00
25OVERALL EXISTING CONDITIONS PLAN5
NORTH0 80'160'
SCALE: 1" = 80'
40'
LOT LINE
PROPERTY BOUNDARY
RIGHT OF WAY
EASEMENT
CENTERLINE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
LIMITS OF DISTURBANCE
SETBACK
LEGEND
EXISTING CURB AND GUTTER
EXISTING BUILDING
EXISTING TREES
EXISTING FENCE
EXISTING EDGE OF ASPHALT
SMOKEY DRIVE
VENUS AVENUECOLLEGE AVE (HWY 287)BUENO DRIVE
MILKY WAY DRIVE
MARS DRIVEMERCURY DRIVENEPTUNE DRIVEFOSSIL CREEK
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FOS
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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
WATER & FIRE SERVICES
SANITARY SERVICE
CONNECT TO EXISTING
8" WATER
CONNECT TO EXISTING
14" WATER MAIN
PROPOSED STORM
PROPOSED STORM OUTFALL
PROPOSED UNDERGROUND
DETENTION
EXISTING 14" WATER
PROPOSED 24" IRRIGATION BYPASS
EXISTING XCEL GAS TO BE
LOWERED WITH GRADING
(SEE NOTE 11)
WATER & FIRE SERVICES
EXISTING FIBER OPTIC
TO REMAIN
PROP. SANITARY SERVICE
PROPOSED 24"
IRRIGATION BYPASS
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 D
TRACT E
TRACT C
LOT 1
RISING SON MANOR
SUBDIVISION
SILVERTHORNE LLC
WWW PROPERTIES LLC
CITY OF FORT COLLINS
PROPOSED STORM OUTFALL
IN ADDITION TO EXISTING STORM
FOSS
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PROPOSED HYDRANT (TYP)PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT F
O
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C
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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-KIA10/6/2021U21004
1" = 80'
1" = N/A
10/6/202110:36:33 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C3.00 - OVERALL UTILITY PLAN.DWGC3.00 - OVERALL UTILITY PLAN####C3.00
25OVERALL 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.
COLLEGE AVE (HWY 287)FOSSI
L
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K
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AI
L
CONNECT TO EXISTING
14" WATER MAIN
EXISTING GAS MAIN
PROPOSED 8" WATER
PROPOSED STORM
PROPOSED STORM
PROPOSED UNDERGROUND
DETENTION AREA
PROPOSED 8" WATER
NISSAN DEALERSHIP
BUILDING
EXISTING 24" IRRIGATION
CONNECT TO EXISTING
24" IRRIGATION LATERAL
EXISTING XCEL GAS TO BE
LOWERED WITH GRADING
(SEE NOTE 11)
EXISTING
14" WATER MAIN
PROPOSED STORM
BUENO
DRIVE
PROPOSED FIRE HYDRANT
PROPOSED 6" FIRE SERVICE
PROPOSED FIRE HYDRANT
PROPOSED STORM
PROPOSED FIRE HYDRANT
PROPOSED STORM
PROPOSED STORM
PROPOSED STORM
PROPOSED STORM
CITY OF FORT COLLINS
FLOODWAY BOUNDARY
EROSION BUFFER LIMITS
EXISTING WETLANDS
PROPERTY BOUNDARY
PROPERTY BOUNDARY
PROPOSED STORM
WQ B1 -
BIORETENTION VENUS AVE
N
UE
TRACT D
TRACT E
LOT 1
BLOCK 2
LOT 1
BLOCK 1
EXISTING 12" CULVERT PROPOSED 12" CULVERT
INLET INSTALLED
W/ SNOUT (SEE
DRAINAGE REPORT)
INLET INSTALLED
W/ SNOUT (SEE
DRAINAGE REPORT)PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT F
O
R
C
O
NST
R
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CTI
O
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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-KIA10/6/2021U21004
1" = 40'
1" = N/A
10/6/202110:36:38 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C3.0X - DETAILED UTILITY PLANS.DWGC3.0X - DETAILED UTILITY PLANS####C3.01
25DETAILED UTILITY PLAN - NORTH12
NORTH0 40'80'
SCALE: 1" = 40'
20'
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, TELEPHONE PEDESTAL
LEGEND COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY DRIVE
N
KEYMAP
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.
NISSAN DEALERSHIP
BUILDING
FFE = 5020.00
LOT 1
RISING SON
MANOR
SUBDIVISION
KIA DEALERSHIP
BUILDING
FFE = 5022.25 COLLEGE AVE (HWY 287)WQ A - BIORETENTION
DETENTION POND A
DETENTION
POND B
WQ B1 -
BIORETENTION
PROPOSED STORM LINE
PROPOSED IRRIGATION BYPASS LINE
PROPOSED IRRIGATION BYPASS LINE
PROPOSED STORM LINE
PROPOSED STORM LINE
PROPOSED STORM LINE
POND OUTLET STRUCTURE
POND OUTLET STRUCTURE
PROPOSED IRRIGATION BYPASS LINE
PROPOSED WETLAND CHANNEL
EXISTING WETLANDS
(TO BE REMOVED)VENUS AVENUE5.6
%
4.3%
4.2%
2.3%2.0%2.0%2.3%1.8%2.3%
2.0%
2.0%
2.1%
4.3%
3.1%3.5%4.3%3.6%4.0%3.6%1.5%3.3%3.3%3.8%2.0%
2.
1
%2.4%1.7%3.1%1.7%4.0:15.2:14.4:15.6:14.
6
:
1
4.1:1
4.3:1
7.8:1
5.8:1
7.5:1
COLLEGE AVE (HWY 287)MILKY WAY DRIVE
MARS DRIVE#5822EXISTING#5828EXISTING#5834EXISTING#200
EXISTING
#206
EXISTING
#214
EXISTING
#218
EXISTING
#5836EXISTING#5835EXISTING#5817
EXISTING
#224
EXISTING
#230
EXISTING
5.6:
1
LOT 2
BLOCK 1
TRACT A
TRACT B
LOT 1
BLOCK 2
LOT 1
BLOCK 1
TRACT C
LOWER EXISTING GAS MAIN
LOWER AND/OR RELOCATE
EXISTING ELECTRIC
LOWER EXISTING GAS
AND ELECTRIC
2.0%
LANDSCAPE RETAINING
WALLS (TYP.)
LANDSCAPE RETAINING
WALLS (TYP.)4.0:14.2:14
.
0
:
1
STORM OUTFALL 3.4%PROPOSED WETLAND CHANNEL
1.9%
3.7%
PROPOSED WALL
PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT F
O
R
C
O
NST
R
U
CTI
O
N
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-KIA10/6/2021U21004
1" = 40'
1" = N/A
10/6/202110:37:06 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C4.0X - DETAILED GRADING PLANS.DWGC4.0X - DETAILED GRADING PLANS####C4.11
25DETAILED GRADING PLAN - SOUTH16
9
0
.
3
0
PROPOSED SPOT ELEVATION
FFE = FINISHED FLOOR ELEVATION
FG = FINISHED GRADE AT EXTERIOR
WALL
EOP = EDGE OF PAVEMENT
LP = LOW POINT
HP = HIGH POINT
TOW = TOP OF WALL
BOW = BOTTOM OF WALL3.13EXISTING GRADE
10.0%4.0:1
(10.0%)(4.0:1)
PROPOSED SLOPE
EXISTING SLOPE
GRADE BREAK
LEGEND
SWALE FLOWLINE
WALL
PROPOSED MAJOR
CONTOUR
PROPOSED MINOR
CONTOUR
PROPOSED BUILDING PAD
NOTES
1.THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE FIELD
CONDITIONS ARE AS SHOWN IN THE DRAWINGS. IF THE
CONTRACTOR FINDS DISCREPANCIES THE CONTRACTOR SHALL
CONTACT THE ENGINEER.
2.SEE SOILS REPORT FOR PAVEMENT AND FOUNDATION
PREPARATION, DESIGN AND RECOMMENDATIONS.
3.EROSION CONTROL PRACTICES, SITE PROTECTION, AND
REVEGETATION METHODS SHALL FOLLOW CITY REGULATIONS.
4.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.
5.THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT
ARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION
AREA INCLUDING, BUT NOT LIMITED TO, PAVEMENT, PRIVATE
FENCES, ABOVE GROUND OR UNDERGROUND UTILITIES,
STRUCTURES, AND UNDERGROUND FOUNDATIONS. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT
SHOULD OCCUR TO ANY ON-SITE, OFF-SITE, PUBLIC OR PRIVATE
FACILITY OR FEATURE AS A RESULT OF THE CONSTRUCTION
PROCESS FOR THIS PROJECT.
6.ALL DISTURBED AREAS NOT PAVED SHALL BE REVEGETATED PER
THE LANDSCAPE PLANS.EROSION CONTROL PRACTICES, SITE
PROTECTION, AND REVEGETATION METHODS SHALL FOLLOW CITY
REGULATIONS.
7.CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS
IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERS
PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES.
8.SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON
SEEDING/PLANTING, REVEGETATION, EROSION FABRIC/BLANKETS,
IRRIGATION, HARDSCAPE AND OTHER TEMPORARY AND
PERMANENT SITE STABILIZATION METHODS.
9.REFER TO THE EROSION CONTROL PLANS AND STORMWATER
MANAGEMENT PLAN (SWMP) FOR EROSION CONTROL AND OTHER
REQUIREMENTS.
10.CONTRACTOR SHALL NOTE THAT THE GEOTECHNICAL REPORT
INDICATES THE PRESENCE OF SHALLOW BEDROCK IN AREAS OF
SITE GRADING. REFER TO THE GEOTECHNICAL REPORT FOR
ADDITIONAL INFORMATION.
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
EXISTING PROPERTY BOUNDARY
RIGHT OF WAY COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY DRIVE
N
KEYMAP
NORTH0 40'80'
SCALE: 1" = 40'
20'
SMOKEY DRIVECOLLEGE AVE (HWY 287)
VENUS AVE DETENTION POND A1BIORETENTIONPOND A2NISSAN DEALERSHIP BUILDINGP
U
B
L
I
C
ROWDETENTIONPOND B1 BIORETENTIONPOND B2FOSSIL
CREEKA7.48B3.47C4.56D0.49FLOODPLAIN CROSS SECTION #132090100-YEAR FLOOD ELEVATION -4952.20 (NGVD 29)4955.41 (NAVD 88)LANG GULCHNATURALHABITATBUFFER ZONE72' ROWPROPOSEDSTORMPOND A1 OUTLET STRUCTUREPROPOSED STORM SEWER (TYP)UNDERGROUNDWQ & DETENTION(POND C1)REROUTED IRRIGATION LINE(LOUDEN DITCH CO.)72' ROWPOND B1 OUTLET STRUCTUREWETLANDS FOR WATERQUALITY / L.I.D. PURPOSESPOND A1 OUTFALLE2.12BUENO DRIVESKYVIEW SUBDIVISIONZONED RLSILVERTHORN LLCZONED MMNRISING SUNMINOR SUBZONED CGSSTM INVESTMENTS LLCZONED CGREDTAIL PONDS NATURAL AREAZONED POLBNSF RAILWAY
KIA DEALERSHIP BUILDINGEXISTINGBUILDINGROCK OUTCROPPING LIMITSOS13.70CITY OF FORT COLLINSFLOODWAY BOUNDARYCITY OF FORT COLLINSFLOODWAY BOUNDARYEROSION BUFFER LIMITSEXISTING WETLANDSEXISTING WETLANDSFLOODPLAIN CROSS SECTI
O
N
#
1
3
2
3
2
8
100-YEAR FLO
O
D
E
L
E
V
A
T
I
O
N
-
4
9
8
3
.
4
5
(
N
G
V
D
2
9
)
4
9
8
6
.
6
6
(
N
A
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8
8
)
FLOODPLAIN CROSS SECTION #131866100-YEAR FLOOD ELEVATION -4983.46 (NGVD 29)4986.67 (NAVD 88)LOT 23LOT 24LOT 25LOT 26LOT 27LOT 28LOT 31LOT 29LOT 32LOT 1LOT 2LOT 30MILKY WAY DRIVEMARS DRIVE
MERCURY DRIVE
#5822
#5828
#5834 #200#206#214#218#201#5836
#5835
#5817 EXISTING#224#230#234#5836
LOT 1BLOCK 1LOT 2BLOCK 1LOT 1BLOCK 2TRACT ATRACT BTRACT DTRACT ETRACT CFLOODPLAIN CROSS SECTION #131944100-YEAR FLOOD ELEVATION -4954.00 (NGVD 29)4957.21 (NAVD 88)OS25.84FOSSIL CREEK TRAIL CULVERTEXISTING Q100 = 24.3 CFSPROPOSED Q100 = 25.8 CFSWETLANDS RESTORATION AREAOF 0.070 ACRES AT BOTTOM OF PONDU210041" = 80'1" = N/ANORTH
10/6/2021 10:37:58 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C6.00 - OVERALL DRAINAGE PLAN.DWGC6.00 - OVERALL DRAINAGE PLANKRB JRS
OVERALL DRAINAGE PLAN080'160'SCALE: 1" = 80'40'PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED:VERTICAL:HORIZONTAL:SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:
The engineer preparing these plans will not be responsible for, or liable for, unauthorized
changes to or uses of these plans. All changes to the plans must be in writing and must
be approved by the preparer of these plans.
NO.BY DATE
CAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.comTCC CORPORATION
FORT COLLINS NISSAN-KIA
10/6/2021U21004 PROPOSED MAJOR CONTOURPROPOSED MINOR CONTOURLEGENDEXISTING MAJOR CONTOUREXISTING MINOR CONTOUREXISTING PROPERTY BOUNDARYRIGHT OF WAYXX.XXBASIN DESIGNATIONBASIN AREA (ACRE)PROPOSED BASINPROPOSED BASIN LINE1.REFER TO SHEETS C6.01-C6.02 FOR DETAILED DRAINAGE PLANS.NOTESC6.002523
BIORETENTIONCOLLEGE AVE (HWY 287)FOSSIL
CREEK
TRA
IL
CITY OF FORT COLLINSFLOODWAY BOUNDARYEROSION BUFFER LIMITSEXISTING WETLANDSPROPERTY BOUNDARYV
E
N
U
S
A
V
E
N
U
EA50.480.951.00A130.480.951.00B30.420.951.00B50.220.680.85B60.300.790.98C10.610.841.00C20.830.660.82C32.730.891.00C40.380.951.00E12.120.790.99POND B2FLOODPLAIN CROSS SECTION #132090100-YEAR FLOOD ELEVATION -4952.20 (NGVD 29)4955.41 (NAVD 88)FLOODPLAIN CROSS SECTION #131944100-YEAR FLOOD ELEVATION -4954.00 (NGVD 29)4957.21 (NAVD 88)TRACT DTRACT ELOT 1BLOCK 2LOT 1BLOCK 1INLET INSTALLEDW/ SNOUT (SEEDRAINAGE REPORT)INLET INSTALLEDW/ SNOUT (SEEDRAINAGE REPORT)OS25.840.250.31FOSSIL CREEK TRAIL CULVERTEXISTING Q100 = 24.3 CFSPROPOSED Q100 = 25.8 CFS1" = 40'1" = N/A10/6/2021 10:38:03 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C6.0X - DETAILED DRAINAGE PLANS.DWGC6.0X - DETAILED DRAINAGE PLANS####C6.0125DETAILED DRAINAGE PLAN - NORTH
PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED:VERTICAL:HORIZONTAL:SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:
The engineer preparing these plans will not be responsible for, or liable for, unauthorized
changes to or uses of these plans. All changes to the plans must be in writing and must
be approved by the preparer of these plans.
NO.BY DATE
CAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.comTCC CORPORATION
FORT COLLINS NISSAN-KIA
10/6/2021U2100424X.XXX.XXXX.XXBASIN DESIGNATIONBASIN AREA (ACRE)5 - YR RUNOFF COEFF.100 - YR RUNOFF COEFF.DESIGN POINTFLOW DIRECTIONDPD1LEGENDCOLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY DRIVENKEYMAP
BIORETENTION POND A2DETENTION POND A1DETENTIONPOND B1BIORETENTIONVENUS AVENUECOLLEGE AVE (HWY 287)MILKY WAY DRIVEMARS DRIVE
#5822
EXISTING
#5828
EXISTING
#5834
EXISTING #200EXISTING#206EXISTING#214EXISTING#218EXISTING#201EXISTING#5836EXISTING#5835EXISTING
#5817EXISTING#224EXISTING#230EXISTINGLOT 1RISING SONMANORSUBDIVISIONA10.950.250.31A20.410.250.31A30.450.760.95A40.450.861.00A50.480.951.00A60.200.710.88A70.380.680.85A80.090.951.00A90.180.951.00A100.500.780.97A110.050.951.00A120.810.790.99A130.480.951.00A140.570.901.00A150.740.951.00A160.600.951.00B10.950.250.31B20.990.800.99B40.590.690.86B50.220.680.85B60.300.790.98OS13.700.640.80D10.490.720.90POND B2LOT 2BLOCK 1TRACT ATRACT BLOT 1BLOCK 2TRACT C1" = 40'1" = N/A10/6/2021 10:38:05 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C6.0X - DETAILED DRAINAGE PLANS.DWGC6.0X - DETAILED DRAINAGE PLANS####C6.0225DETAILED DRAINAGE PLAN - SOUTH
PREPARED FOR:JOB NUMBERSHEET NUMBERSHEETSOFDATE SUBMITTED:VERTICAL:HORIZONTAL:SCALEPRELIMINARYPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:
The engineer preparing these plans will not be responsible for, or liable for, unauthorized
changes to or uses of these plans. All changes to the plans must be in writing and must
be approved by the preparer of these plans.
NO.BY DATE
CAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTINGUNITED CIVILDesign Group19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.comTCC CORPORATION
FORT COLLINS NISSAN-KIA
10/6/2021U2100425X.XXX.XXXX.XXBASIN DESIGNATIONBASIN AREA (ACRE)5 - YR RUNOFF COEFF.100 - YR RUNOFF COEFF.DESIGN POINTFLOW DIRECTIONDPD1LEGENDCOLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY DRIVENKEYMAP