HomeMy WebLinkAboutFORT COLLINS NISSAN-KIA - PDP210017 - DOCUMENT MARKUPS - ROUND 2 - UTILITY PLANS (2)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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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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C
O
NST
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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
NISSAN DEALERSHIP BUILDING
LOT 1
RISING SON MANOR
SUBDIVISION KIA DEALERSHIP BUILDING
SMOKEY DRIVECOLLEGE AVE (HWY 287)VENUS AVENUE72' ROW
BUENO DRIVE
60' ROW
50' FL-FL
40.95' FL-FL
SILVERTHORNE LLC
WWW PROPERTIES LLC
CITY OF FORT COLLINS
50'
FL-FL
72'
R.O.W.
MILKY WAY DRIVE
MARS DRIVEMERCURY DRIVE#5822#5828#5834#200#206#214#218
#201
#5836#5835#5817 EXISTING
#224#230#234
#5836FOSSIL CREEK
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FOS
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CREEK TRAILBNSF RAILROADFOSSI
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E
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K
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
EROSION BUFFER LIMITS
SECTION LINE
PROPERTY BOUNDARY
EROSION BUFFER LIMITS
CITY OF FORT COLLINS
FLOODWAY BOUNDARY
HWY 287
(COLLEGE AVE.)
R.O.W. VARIES
LOT 23
LOT 24
LOT 25
LOT 26
LOT 27
LOT 28
LOT 31
LOT 29
LOT 32
LOT 1
LOT 2
LOT 30
FUTURE TRAFFIC SIGNAL
(SEE TRAFFIC IMPACT STUDY)
TRACT A
TRACT B
100' NATURAL
HABITAT
BUFFER ZONE
LOT 1
BLOCK 1
LOT 2
BLOCK 1
LOT 1
BLOCK 2
TRACT A
TRACT B
TRACT
D
TRACT E
PROPOSED LOT LINE
TRACT C
PROPERTY BOUNDARY
& SECTION LINE
PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT F
O
R
C
O
NST
R
U
CTI
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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
10/6/202110:36:12 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C2.00 - OVERALL HORIZONTAL CONTROL PLAN.DWGC2.00 - OVERALL HORIZONTAL CONTROL PLAN####C2.00
25OVERALL HORIZONTAL CONTROL PLAN8
NORTH0 80'160'
SCALE: 1" = 80'
40'
LEGEND
PROPOSED BUILDING
CATCH CURB & GUTTER
SIDEWALK / TRAIL
FENCE
EXISTING PROPERTY BOUNDARY
PROPOSED PROPERTY LINE
RIGHT OF WAY
SECTION LINE
UTILITY EASEMENT
ACCESS EASEMENT
GENERAL NOTES
1.CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS
IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERS
PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES.
2.FOR BUILDING LAYOUT REFERENCE ARCHITECTURAL PLANS.
LAYOUT AND DIMENSION INFORMATION SHOWN REPRESENTS
OUTSIDE FACE OF WALL AS PROVIDED BY THE ARCHITECT AND IS
SHOWN FOR INFORMATION ONLY. REFER TO THE ARCHITECTURAL
PLANS FOR COMPLETE GRID LINE INFORMATION.
3.ALL DIMENSIONS AND LINE AND CURVE INFORMATION ARE
MEASURED TO CURB FLOW LINE OR EDGE OF PAVEMENT UNLESS
OTHERWISE NOTED.
4.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE
PREPARATION, DESIGN AND RECOMMENDATIONS.
5.REFER TO GRADING PLANS AND LANDSCAPE PLANS FOR
LANDSCAPE WALL DETAILS AND GRADING.
6.PUBLIC CONCRETE SIDEWALKS SHALL BE 6-INCH MINIMUM
THICKNESS. PRIVATE ONSITE CONCRETE SIDEWALKS SHALL BE
4-INCH MINIMUM THICKNESS UNLESS OTHERWISE NOTED.
7.PAVING AREAS (EXCLUDING SIDEWALKS) NOT DESIGNATED AS
"HEAVY DUTY" SHALL CONSIST OF "LIGHT DUTY OR PARKING"
PAVEMENT. SEE THE GEOTECHNICAL REPORT AND PAVEMENT
SECTION DETAILS FOR MORE INFORMATION.
8.REFER TO SHEETS C5.00 & C5.01 FOR ROADWAY PLAN & PROFILES.
9.REFER TO SHEETS C5.10 & C5.11 FOR COLLEGE AVENUE CROSS
SECTIONS.
SMOKEY DRIVE
VENUS AVENUECOLLEGE AVE (HWY 287)BUENO DRIVE
MILKY WAY DRIVE
MARS DRIVEMERCURY DRIVENEPTUNE DRIVEFOSSIL CREEK
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A
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FOS
SIL
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
R
C
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NST
R
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CTI
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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.
#5822#5828#5834#200#206#214#218
#201
#5836#5835#5817 EXISTING
#224#230#234
#5836#125
SMOKEY DRIVE
COLLEGE AVE (HWY 287)VENUS AVENUECOLLEGE AVE (HWY 287)BUENO DRIVE
MILKY WAY DRIVE
MARS DRIVEMERCURY DRIVENEPTUNE DRIVEFOSSIL CREEK
T
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A
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FOS
SIL
CREEK TRAILBNSF RAILROADNISSAN DEALERSHIP
BUILDING
KIA DEALERSHIP
BUILDING
FOSS
I
L
C
R
E
E
K
REDTAIL PONDS
NATURAL AREA
ZONED POL
CITY OF FORT COLLINS
FLOODWAY BOUNDARY
EROSION BUFFER LIMITS
EXISTING WETLANDS
CITY OF FORT COLLINS
FLOODWAY BOUNDARY
VENUS AVE
N
UE
CITY OF FORT COLLINS
FLOODWAY BOUNDARY
EXISTING WETLANDS
EROSION BUFFER LIMITS
CITY OF FORT COLLINS
FLOODWAY BOUNDARY
100' NATURAL
HABITAT
BUFFER ZONE
WQ A - BIORETENTION
DETENTION POND A
DETENTION
POND B
WQ B1 -
BIORETENTION
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
BLOCK 1
LOT 2
BLOCK 1
LOT 1
BLOCK 2
TRACT A
TRACT B
TRACT D
TRACT E
TRACT C
FFE=5020.00
FFE=5022.25
PROPOSED WETLAND AREA
PROPOSED WETLAND AREA PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT F
O
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C
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NST
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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
10/6/202110:36:49 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C4.00 - OVERALL GRADING PLAN.DWGC4.00 - OVERALL GRADING PLAN####C4.00
25OVERALL GRADING PLAN14
NORTH0 80'160'
SCALE: 1" = 80'
40'
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 SPOT ELEVATION
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
NISSAN DEALERSHIP
BUILDING
FFE = 5020.00
WQ B1 -
BIORETENTION
PROPOSED IRRIGATION BYPASS LINE
PROPOSED STORM OUTFALL
PROPOSED STORM LINE
PROPOSED INLETS W/ TEMPORARY
WQ STRUCTURES COLLEGE AVE (HWY 287)4.0:14.
0
:
1
4
.
0
:
1
4
.
0
:
1 5.3%5.3%4.4%5.1%5.4%5.2%3.8%4.6%5.6
%
4.3%
4.2%
2.3%2.0%2.0%1.8%1.7%COLLEGE AVE (HWY 287)FOSSI
L
C
R
E
E
K
T
R
AI
L
SLOPE EASEMENT
UNDERGROUND
DETENTION AREA
4.
0
:
1
5.6:
1
4.
0
:
1
CITY OF FORT COLLINS
FLOODWAY BOUNDARY
EROSION BUFFER LIMITS
EXISTING WETLANDS
PROPERTY BOUNDARY
VENUS AVE
N
UE
TRACT D
TRACT E
LOT 1
BLOCK 2
LOT 1
BLOCK 1
LOWER EXISTING GAS MAIN
2.0%
CHANNEL TO BE STABILIZED
(SEE EROSION CONTROL PLANS)
EXISTING 12" CULVERT PROPOSED 12" CULVERT
STRUCTURAL RETAINING WALLS
PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT F
O
R
C
O
NST
R
U
CTI
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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
10/6/202110:36:59 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C4.0X - DETAILED GRADING PLANS.DWGC4.0X - DETAILED GRADING PLANS####C4.10
25DETAILED GRADING PLAN - NORTH15
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'
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'
FLOODPLAIN CROSS SECTION #132090100-YEAR FLOOD ELEVATION -4955.41 (NAVD 88)FLOODPLAIN CROSS SECTION #131944100-YEAR FLOOD ELEVATION -4957.21 (NAVD 88)4.2:18.0%3.2:113.0%7.0%3.9:14.0:14.0:14.0:14.0:15.0
%
2.
8
%6.4%4.2%4.9%2.7%NISSAN DEALERSHIPBUILDINGFFE = 5020.00WQ B1 -BIORETENTIONCOLLEGE AVE (HWY 287)FOSSIL CREEK
TRA
IL
CITY OF FORT COLLINSFLOODWAY BOUNDARYEROSION BUFFER LIMITSEXISTING WETLANDSPROPERTY BOUNDARYV
E
NU
S
A
V
E
N
U
ETRACT DTRACT ELOT 1BLOCK 1TURF REINFORCEMENT MAT ORSCOURSTOP TO BE PLACED WITHINEXISTING CHANNELUNDERGROUNDDETENTION AREA5.6%4.9%STRUCTURAL RETAINING WALLS1" = 40'1" = N/A10/6/2021 10:37:14 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C4.2X - DETAILED EROSION CONTROL PLANS.DWGC4.2X - DETAILED EROSION CONTROL PLANS####C4.2025DETAILED EROSION CONTROL 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
10/6/2021U2100417SWALE FLOWLINEINLETPROTECTIONROCK SOCKSEDIMENTCONTROL LOGRIPRAPCONCRETEWASHOUT AREASILT FENCEPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOURLEGEND1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATEUTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BESTINFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOESNOT GUARANTEE THE ACCURACY OF SUCH INFORMATION.EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHTLINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTORSHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLICAND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACTUTILITY LOCATION.2.THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THATARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREAINCLUDING, BUT NOT LIMITED TO, PAVEMENT, PRIVATE FENCES,ABOVE GROUND OR UNDERGROUND UTILITIES, STRUCTURES, ANDUNDERGROUND FOUNDATIONS. THE CONTRACTOR SHALL BERESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANYON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS ARESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT.3.THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMSIMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERSPRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES.4.REFER TO SHEETS C4.10-C4.11 FOR DETAILED GRADING PLANS.NOTESEXISTING MAJOR CONTOUREXISTING MINOR CONTOUREXISTING PROPERTY BOUNDARYRIGHT OF WAYEROSION CONTROL NOTESVEHICLETRACKINGCONTROLSLOPEPROTECTIONCOLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY DRIVENKEYMAP1.TOTAL DISTURBED AREA = 808,500 SF (18.56 ACRES).2.THE SITE WILL BE LANDSCAPED TO FINAL STABILIZATION. SEEFINAL LANDSCAPE PLAN FOR DETAILS.3.REFER TO SHEET C0.02 FOR STANDARD EROSION AND SEDIMENTCONTROL CONSTRUCTION PLAN NOTES.4.EROSION CONTROL PRACTICES, SITE PROTECTION, ANDREVEGETATION METHODS SHALL FOLLOW CITY REGULATIONS.5.PERMANENT SITE STABILIZATION SHALL BE DONE IN ACCORDANCEWITH THE APPROVED LANDSCAPE PLAN FOR THIS DEVELOPMENT.6.ANY AREAS USED FOR STOCKPILING AND/OR STAGING SHOULDALSO HAVE SEDIMENT AND EROSION CONTROL MEASURES ASNECESSARY. THESE AREAS SHOULD BE LOCATED AT LEAST 100'AWAY FROM DRAINAGE WAYS. THE ITEMS MAY INCLUDE BUT ARENOT LIMITED TO VEHICLE TRACKING CONTROL, SILT FENCE,CONSTRUCTION FENCE, CONCRETE WASHOUT, AND SEDIMENTTRAP.7.SOIL AMENDMENTS SHALL BE INCORPORATED IN ALL LANDSCAPEAREAS TO A DEPTH OF 6" AT A RATE OF 3 CUBIC YARDS PER 1000SQUARE FEET OF AREA -OR- 4" OF LOOSE TOPSOIL IMPORTEDONTO THE SITE OVER 4" OF LOOSENED SUBGRADE SOILS. REFERTO CITY OF FORT COLLINS CODE SECTIONS 12-130 THROUGH12-132.8.TEMPORARY SEEDING SHALL BE UTILIZED IN THE EVENT THAT AGRADED AREA IS EXPOSED LONGER THAN 30 DAYS. THE SITESHALL BE SEEDED WITH THE APPROPRIATE SEED MIX ANDINSTALLATION METHOD AS SPECIFIED ON THE APPROVEDLANDSACPE PLANS.9.A COMMERCIAL FERTILIZER WITH THE FOLLOWING SPECS SHALLBE USED:10.DOWNSPOUTS DESIGNED TO DISCHARGE RUNOFF AT GROUNDSURFACE ARE TO BE PROVIDED WITH A SPLASH GUARD.11.ALL LID AND INFILTRATION PRACTICES SHALL BE BUILT AS PART OFTHE FINAL CONSTRUCTION SEQUENCE TO MINIMIZE THEPOTENTIAL FOR THESE TO BE CLOGGED WITH SEDIMENT DUE TOCONSTRUCTION ACTIVITIES ON THE SITE.INGREDIENT% AVAILABLEBY WEIGHTAPPLICATIONRATE INLBS/ACRENORTH040'80'SCALE: 1" = 40'20'PROJECT:FORT COLLINS NISSAN-KIABEST MANAGEMENT PRACTICE ITEM:PRESERVE EXISTING VEGETATIONSILT FENCEVEHICLE TRACKING CONTROLSTAGING AREAS (if applicable)CONSTRUCTION FENCE (if applicable)ROCK SOCKSCONCRETE WASHOUT AREA(if applicable)TEMPORARY SEEDINGINLET PROTECTION (EXIST. & PROP.)1.COLUMNS SHOWN BELOW FOR TEMPORARY EROSION CONTROL ITEMS REPRESENT PHASE OFCONSTRUCTION INCREMENTS, NOT SPECIFIC TIME DURATIONS.2.CONTRACTOR IS RESPONSIBLE FOR REGULAR MAINTENANCE OF ALL BMPs.MOBILIZATIONDEMOLITIONUTILITYINSTALLATIONBUILDINGCONSTRUCTIONSITE GRADING& PAVINGFINAL LANDSCAPING& STABILIZATIONPHASE OF CONSTRUCTIONEROSION CONTROL SEQUENCING
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
V
D
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