HomeMy WebLinkAboutDUTCH BROS - FDP190017 - SUBMITTAL DOCUMENTS - ROUND 2 - UTILITY PLANSSITE
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
KENSINGTON COMMONS
DUTCH BROS COFFEE
COVER SHEET
10/2/2019
N/A
N/A
ES
MPO
1380-165-00
1 of 20
M SQUARED, LLC
7303 S. TIMBERLINE ROAD
FORT COLLINS, COLORADO 80525
CONTACT: NATE FRARY
vicinity map
Scale:: 1"=500'
UTILITY PLANS FOR:
KENSINGTON COMMONS
DUTCH BROS COFFEE
LOCATED IN THE SOUTHEAST QUARTER OF SECTION 35,
TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
OCTOBER 2019
AD ALGEBRAIC DIFFERENCE
AE ACCESS EASEMENT
ARV AIR RELEASE VALVE
ASSY ASSEMBLY
BLDG BUILDING
BOV BLOW OFF VALVE
BW BOTTOM OF WALL
C&G CURB AND GUTTER
CL CENTERLINE
CMP CORRUGATED METAL PIPE
DE DRAINAGE EASEMENT
EAE EMERGENCY ACCESS EASEMENT
EG EXISTING GRADE
EL ELEVATION
ENV ENVELOPE
ES EMERGENCY SPILLWAY
ESMT EASEMENT
EX EXISTING
FES FLARED END SECTION
FH FIRE HYDRANT
FL FLOWLINE
GB GRADE BREAK
GD GROUND
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
KENSINGTON COMMONS
DUTCH BROS COFFEE
GENERAL NOTES
10/2/2019
N/A
N/A
ES
MPO
1380-165-00
2 of 20
M SQUARED, LLC
7303 S. TIMBERLINE ROAD
FORT COLLINS, COLORADO 80525
CONTACT: NATE FRARY
“ ”
“ ”
“ ”
“ ” “ ”
PRELIMINARY
NOT FOR CONSTRUCTION
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
KENSINGTON COMMONS
DUTCH BROS COFFEE
GENERAL NOTES
10/2/2019
N/A
N/A
ES
MPO
1380-165-00
3 of 20
M SQUARED, LLC
7303 S. TIMBERLINE ROAD
FORT COLLINS, COLORADO 80525
CONTACT: NATE FRARY
“
”
“ ”
PRELIMINARY
NOT FOR CONSTRUCTION
KENSINGTON DRIVE
MASON STREET
SOUTH COLLEGE AVENUE
LOT 1
LOT 2 THE GATEWAY AT HARMONY ROAD P.U.D.
THIRD FILING LOT 3
R
evisions
No. Date Description By
Revisions
No. Date Description By
0
SCALE: 1" = 20'
20 10 20 40
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
KENSINGTON COMMONS
DUTCH BROS COFFEE
DEMOLITION PLAN
10/2/2019
1"=20'
N/A
ES
MPO
1380-165-00
4 of 20
M SQUARED, LLC
7303 S. TIMBERLINE ROAD
FORT COLLINS, COLORADO 80525
CONTACT: NATE FRARY
PRELIMINARY
NOT FOR CONSTRUCTION
PROP
BLDG
FFE=
37.30
KENSINGTON DRIVE
SOUTH COLLEGE AVENUE
LOT 1
BLANKET
U, D & AE
LOT 2
BLANKET
U, D & AE
MASON STREET
LOT 1
LOT 2 THE GATEWAY AT HARMONY ROAD P.U.D.
THIRD FILING LOT 3
Revisions
No. Date Description By
Revisions
No. Date Description By
0
SCALE: 1" = 20'
20 10 20 40
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
KENSINGTON COMMONS
DUTCH BROS COFFEE
HORIZONTAL CONTROL PLAN
10/2/2019
1"=20'
N/A
ES
MPO
1380-165-00
5 of 20
M SQUARED, LLC
7303 S. TIMBERLINE ROAD
FORT COLLINS, COLORADO 80525
CONTACT: NATE FRARY
NOTES:
1. ANY DAMAGED PUBLIC 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.
2. FLOWLINE RADII ARE 3' UNLESS OTHERWISE NOTED.
3. ALL CURBS ARE SPILL CURB UNLESS OTHERWISE NOTED.
4. ALL ON-SITE PAVEMENT MARKINGS SHALL BE PAINT.
5. SEE ARCHITECTURAL DRAWINGS FOR FENCE TYPES AND HEIGHTS.
PROP
BLDG
FFE=
37.30
KENSINGTON DRIVE
SOUTH COLLEGE AVENUE
LOT 1
BLANKET
U, D & AE
LOT 2
BLANKET
U, D & AE
MASON STREET
LOT 1
LOT 2 THE GATEWAY AT HARMONY ROAD P.U.D.
THIRD FILING LOT 3
Revisions
No. Date Description By
Revisions
No. Date Description By
0
SCALE: 1" = 20'
20 10 20 40
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
KENSINGTON COMMONS
DUTCH BROS COFFEE
UTILITY PLAN
10/2/2019
1"=20'
N/A
ES
MPO
1380-165-00
6 of 20
M SQUARED, LLC
7303 S. TIMBERLINE ROAD
FORT COLLINS, COLORADO 80525
CONTACT: NATE FRARY
NOTES:
1. ALL STORM SEWER AND SANITARY SEWER, AS WELL AS POWER AND OTHER "DRY" UTILITY INSTALLATIONS, SHALL CONFORM TO
THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS CURRENT AT THE DATE OF APPROVAL OF THE PLANS BY THE LOCAL
ENGINEER.
2. STORM SEWER PIPE SHALL BE RCP OR ADS N-12 WITH WATER TIGHT JOINTS AS SPECIFIED ON THE PLAN OR OTHERWISE NOTED. ALL
STORM SEWER SHALL BE INSPECTED BY THE CITY OF FORT COLLINS (COFC).
3. LENGTH OF PIPE IS MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE AND INCLUDES THE FLARED END
SECTION.
4. ALL WATER CONSTRUCTION SHALL CONFORM TO THE CITY OF FORT COLLINS WATER STANDARDS AND SPECIFICATIONS CURRENT
AT THE DATE OF APPROVAL OF THE PLANS BY THE CITY OF FORT COLLINS.
PROP
BLDG
FFE=
37.30
FF=37.45
LOT 1
BLANKET
U, D & AE
LOT 2
BLANKET
U, D & AE
KENSINGTON DRIVE
SOUTH COLLEGE AVENUE
MASON STREET
LOT 1
LOT 2 THE GATEWAY AT HARMONY ROAD P.U.D.
THIRD FILING LOT 3
R
evisions
No. Date Description By
Revisions
No. Date Description By
0
SCALE: 1" = 20'
20 10 20 40
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
KENSINGTON COMMONS
DUTCH BROS COFFEE
GRADING PLAN
10/2/2019
1"=20'
N/A
ES
MPO
1380-165-00
7 of 20
M SQUARED, LLC
7303 S. TIMBERLINE ROAD
FORT COLLINS, COLORADO 80525
CONTACT: NATE FRARY
NOTES:
1. ALL GRADING SHALL BE CONFINED TO THE PROPERTY BEING DEVELOPED OR ADJACENT PUBLIC RIGHT-OF-WAY. NO GRADING SHALL
BE DONE OUTSIDE OF PROPERTY LINES UNLESS OTHERWISE SHOWN.
2. ALL CURB IS SPILL UNLESS OTHERWISE NOTED.
3. PLEASE REFER TO THE EROSION CONTROL PLAN SHEET AND REPORT FOR TEMPORARY CONTROL MEASURES AND CONSTRUCTION
SEQUENCING THAT SHALL BE USED IN ORDER TO PREVENT LOADING OF THE LID DRAINAGE FACILITY WITH SEDIMENT DURING
CONSTRUCTION.
4. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND
KENSINGTON DRIVE
SOUTH COLLEGE AVENUE
MASON STREET
PROP
BLDG
FF=
37.30
FF=37.45
LOT 1
BLANKET
U, D & AE
LOT 2
BLANKET
U, D & AE
LOT 1
LOT 2 THE GATEWAY AT HARMONY ROAD P.U.D.
THIRD FILING LOT 3
R
evisions
No. Date Description By
Revisions
No. Date Description By
0
SCALE: 1" = 20'
20 10 20 40
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
KENSINGTON COMMONS
DUTCH BROS COFFEE
DRAINAGE PLAN
10/2/2019
1"=20'
N/A
ES
MPO
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M SQUARED, LLC
7303 S. TIMBERLINE ROAD
FORT COLLINS, COLORADO 80525
CONTACT: NATE FRARY
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
LEGEND
PROPOSED DIRECTION OF OVERLAND FLOW
MINOR STORM RUNOFF COEFFICIENT
DRAINAGE BASIN AREA, ACRES
LOT 2
BLANKET
UE, DE, AE
KENSINGTON DRIVE
SOUTH COLLEGE AVENUE
MASON STREET
LOT 1
LOT 2 THE GATEWAY AT HARMONY ROAD P.U.D.
THIRD FILING LOT 3
PROP
BLDG
FF=
37.30
FF=37.45
LOT 1
BLANKET
U, D & AE
Revisions
No. Date Description By
Revisions
No. Date Description By
0
SCALE: 1" = 20'
20 10 20 40
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
KENSINGTON COMMONS
DUTCH BROS COFFEE
EROSION CONTROL PLAN
10/2/2019
1"=20'
N/A
ES
MPO
1380-165-00
9 of 20
M SQUARED, LLC
7303 S. TIMBERLINE ROAD
FORT COLLINS, COLORADO 80525
CONTACT: NATE FRARY
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
LEGEND
VEHICLE TRACKING CONTROL
BLOCK AND ROCK SOCK INLET PROTECTION
CONCRETE WASHOUT AREA
STABILIZED STAGING AREA
PROP BLDG
FFE= 37.30
KENSINGTON DRIVE
SOUTH COLLEGE AVENUE
LOT 2
BLANKET
UE, DE, AE
PROP
BLDG
FFE=
37.30
SOUTH COLLEGE AVENUE
KENSINGTON DRIVE
PROP
BLDG
FFE=
37.30
SOUTH COLLEGE AVENUE
KENSINGTON DRIVE
Revisions
No. Date Description By
Revisions
No. Date Description By
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
KENSINGTON COMMONS
DUTCH BROS COFFEE
STORM SYSTEM PLAN AND PROFILE
10/2/2019
1"=20'
1"=4'
ES
MPO
1380-165-00
10 of 20
M SQUARED, LLC
7303 S. TIMBERLINE ROAD
FORT COLLINS, COLORADO 80525
CONTACT: NATE FRARY
0
HORIZONTAL
SCALE: 1" =
VERTICAL
SCALE: 1" =
20'
4'
20 10 20 40
NOTES:
1. ALL STORM SEWER AND
Revisions
No. Date Description By
Revisions
No. Date Description By
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
KENSINGTON COMMONS
DUTCH BROS COFFEE
DETAILS
10/2/2019
N/A
N/A
ES
MPO
1380-165-00
11 of 20
M SQUARED, LLC
7303 S. TIMBERLINE ROAD
FORT COLLINS, COLORADO 80525
CONTACT: NATE FRARY
COLLEGE & KENSINGTON
RAMP REPLACEMENT
Revisions
No. Date Description By
Revisions
No. Date Description By
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
KENSINGTON COMMONS
DUTCH BROS COFFEE
DETAILS
10/2/2019
N/A
N/A
ES
MPO
1380-165-00
12 of 20
M SQUARED, LLC
7303 S. TIMBERLINE ROAD
FORT COLLINS, COLORADO 80525
CONTACT: NATE FRARY
Revisions
No. Date Description By
Revisions
No. Date Description By
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
KENSINGTON COMMONS
DUTCH BROS COFFEE
DETAILS
10/2/2019
N/A
N/A
ES
MPO
1380-165-00
13 of 20
M SQUARED, LLC
7303 S. TIMBERLINE ROAD
FORT COLLINS, COLORADO 80525
CONTACT: NATE FRARY
Revisions
No. Date Description By
Revisions
No. Date Description By
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
KENSINGTON COMMONS
DUTCH BROS COFFEE
DETAILS
10/2/2019
N/A
N/A
ES
MPO
1380-165-00
14 of 20
M SQUARED, LLC
7303 S. TIMBERLINE ROAD
FORT COLLINS, COLORADO 80525
CONTACT: NATE FRARY
Revisions
No. Date Description By
Revisions
No. Date Description By
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
KENSINGTON COMMONS
DUTCH BROS COFFEE
DETAILS
10/2/2019
N/A
N/A
ES
MPO
1380-165-00
15 of 20
M SQUARED, LLC
7303 S. TIMBERLINE ROAD
FORT COLLINS, COLORADO 80525
CONTACT: NATE FRARY
Revisions
No. Date Description By
Revisions
No. Date Description By
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
KENSINGTON COMMONS
DUTCH BROS COFFEE
DETAILS
10/2/2019
N/A
N/A
ES
MPO
1380-165-00
16 of 20
M SQUARED, LLC
7303 S. TIMBERLINE ROAD
FORT COLLINS, COLORADO 80525
CONTACT: NATE FRARY
ORIFICE PLATE DETAIL
NTS
Revisions
No. Date Description By
Revisions
No. Date Description By
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
KENSINGTON COMMONS
DUTCH BROS COFFEE
DETAILS
10/2/2019
N/A
N/A
ES
MPO
1380-165-00
17 of 20
M SQUARED, LLC
7303 S. TIMBERLINE ROAD
FORT COLLINS, COLORADO 80525
CONTACT: NATE FRARY
Revisions
No. Date Description By
Revisions
No. Date Description By
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
KENSINGTON COMMONS
DUTCH BROS COFFEE
DETAILS
10/2/2019
N/A
N/A
ES
MPO
1380-165-00
18 of 20
M SQUARED, LLC
7303 S. TIMBERLINE ROAD
FORT COLLINS, COLORADO 80525
CONTACT: NATE FRARY
Revisions
No. Date Description By
Revisions
No. Date Description By
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
KENSINGTON COMMONS
DUTCH BROS COFFEE
DETAILS
10/2/2019
N/A
N/A
ES
MPO
1380-165-00
19 of 20
M SQUARED, LLC
7303 S. TIMBERLINE ROAD
FORT COLLINS, COLORADO 80525
CONTACT: NATE FRARY
Revisions
No. Date Description By
Revisions
No. Date Description By
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
KENSINGTON COMMONS
DUTCH BROS COFFEE
DETAILS
10/2/2019
N/A
N/A
ES
MPO
1380-165-00
20 of 20
M SQUARED, LLC
7303 S. TIMBERLINE ROAD
FORT COLLINS, COLORADO 80525
CONTACT: NATE FRARY
WATER CONSTRUCTION, AS
WELL AS POWER AND OTHER
"DRY" UTILITY INSTALLATIONS,
SHALL CONFORM TO THE CITY
OF FORT COLLINS STANDARDS
AND SPECIFICATIONS
CURRENT AT THE DATE OF
APPROVAL OF THE PLANS BY
THE LOCAL ENGINEER.
2. STORM SEWER PIPE SHALL
BE RCP OR ADS N-12 WITH
WATER TIGHT JOINTS AS
SPECIFIED ON THE PLAN
UNLESS OTHERWISE
SPECIFIED. ALL STORM SEWER
SHALL BE INSPECTED BY THE
CITY OF FORT COLLINS.
3. LENGTH OF PIPE IS
MEASURED FROM CENTER OF
STRUCTURE TO CENTER OF
STRUCTURE.
4. NORTHING AND EASTINGS
AND STATIONINGS ARE CENTER
OF STRUCTURE UNLESS
OTHERWISE NOTED.
5. A MINIMUM VERTICAL
CLEARANCE OF 18" SHALL BE
MAINTAINED WHEN CROSSING
ALL OTHER UTILITIES.
6. 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.
STORM A
NOTE: ALL STORM SEWERS ARE PRIVATELY OWNED AND MAINTAINED
STORM B STORM C
PRELIMINARY
NOT FOR CONSTRUCTION
SEDIMENT CONTROL LOG
AT BACK OF CURB/SIDEWALK
ROCK SOCK
NOTES:
1. CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY EROSION CONTROL
MEASURES PRIOR TO AND THROUGHOUT CONSTRUCTION. EROSION CONTROL
PROTECTION SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE AND ALL
DISTURBED GROUND IS ADEQUATELY VEGETATED WITH OWNER'S APPROVAL FOR
REMOVAL.
2. THE EXTENT OF EROSION CONTROL PROTECTION SHALL BE OBSERVED AND
ADJUSTED AS NEEDED DURING CONSTRUCTION BASED ON SITE CONDITIONS AND THE
PERFORMANCE OF THE EROSION CONTROL MEASURES SHOWN, TO SUPPLY SUFFICIENT
EROSION CONTROL AND MINIMIZE DOWNSTREAM WATERWAY POLLUTION.
3. LIMIT DISTURBANCE TO AREAS WITHIN EROSION CONTROL BOUNDARIES. ADJUST
EROSION CONTROL BOUNDARIES AS NECESSARY TO ADEQUATELY COMPLETE
PROPOSED WORK. ALL DISTURBED AREAS SHALL BE PREPARED (SEEDED & MULCHED,
SURFACE ROUGHENING, ETC.) TO MINIMIZE EROSION POTENTIAL AND SOIL MIGRATION.
4. SEE LANDSCAPE PLAN FOR REVEGETATION METHODS AND DETAILS. DURING
CONSTRUCTION, ANY SOIL DISTURBED AND NOT UNDER ACTIVE CONSTRUCTION SHALL
BE SEEDED AND MULCHED PER LCUASS STANDARDS.
5. ALL ROCK SOCKS ALONG COLLEGE AVENUE AND KENSINGTON DRIVE TO INCLUDE
WARNING MARKERS. ROCK SOCKS ALONG COLLEGE AVENUE SHALL NOT IMPEDE
TRAFFIC BY PROTRUDING INTO THE TRAFFIC LANE.
6. NO TRACKING OF MUD AND DEBRIS WILL BE ALLOWED ONTO THE SURROUNDING
STREETS AND PROPERTIES. IN CASE ANY TRACKING OCCURS, IT SHALL BE CLEANED
IMMEDIATELY BY THE CONTRACTOR.
PRELIMINARY
NOT FOR CONSTRUCTION
ROCK SOCK AREA INLET PROTECTION
PROPOSED DIRECTION OF FLOW
LIMITS OF DISTURBANCE
CONSTRUCTION FENCE
PROPOSED DRAINAGE BASIN ID
DESIGN POINT
PROPOSED DRAINAGE
BASIN DIVIDE LINE
PRELIMINARY
NOT FOR CONSTRUCTION
GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACE 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.
PRELIMINARY
NOT FOR CONSTRUCTION
5. WATER MAINS AND FIRE LINES SHALL BE PVC(C900) AS SPECIFIED BY THE COFC. THE MINIMUM COVER OVER WATER LINES IS 4.5
FEET AND THE MAXIMUM COVER IS 5.5 FEET UNLESS OTHERWISE APPROVED BY THE COFC.
6. ALL WATER SERVICES SHALL BE INSTALLED AT A MINIMUM OF 5 FEET BELOW FINISHED FLOOR ELEVATION AND SHALL BE TYPE K
COPPER AS SPECIFIED BY COFC.
7. ALL SANITARY SEWER PIPE SHALL BE PVC (SDR35) UNLESS OTHERWISE NOTED ON THE PLAN. SEWER PIPE
SHALL BE AS SPECIFIED BY THE CITY OF FORT COLLINS STANDARD PLANS AND SPECIFICATIONS.
8. 2" FORCE MAIN SHALL BE HDPE PIPE INSTALLED AT A MINIMUM OF 4' BELOW FINISH GRADE WITH TRACER WIRE.
9. EXISTING UTILITIES UNDER PAVERS MAY NEED TO BE LOWERED. CONTRACTOR TO VERIFY HORIZONTAL AND
VERTICAL LOCATIONS.
10. SEE ARCHITECTURAL DRAWINGS FOR WALL LOCATION DETAILS OF GAS METERS, ELECTRIC METERS, AND
TELEPHONE TERMINALS.
11. LIMITS OF STREET CUT SHOWN ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY CITY
ENGINEER INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH THE CITY STREET REPAIR STANDARDS.
12. 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 IMPROVEMENTS
AND/OR PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE
FIRST CERTIFICATE OF OCCUPANCY.
PRELIMINARY
NOT FOR CONSTRUCTION
GV GATE VALVE
HP HIGH POINT
IE IRRIGATION EASEMENT
INV INVERT
IRR IRRIGATION
LF LINEAR FEET
LP LOW POINT
LT LEFT
MH MANHOLE
PAE PUBLIC ACCESS EASEMENT
PE PEDESTRIAN EASEMENT
PERF PERFORATED
PC POINT OF CURVATURE
PCC POINT OF COMPOUND CURVATURE
PCR POINT OF CURB RETURN
PI POINT OF INTERSECTION
PRC POINT OF REVERSE CURVATURE
PT POINT OF TANGENCY
PVC POLYVINYL CHLORIDE
RCP REINFORCED CONCRETE PIPE
RD ROOF DRAIN
RT RIGHT
SAN SANITARY SEWER
SDMH STORM DRAIN MANHOLE
STA STATION
STM STORM SEWER
TC TOP OF CONCRETE
TB THRUST BLOCK
TBW TOP BACK OF WALK
TOF TOP OF FOUNDATION
TW TOP OF WALL
TYP TYPICAL
UE UTILITY EASEMENT
VCP VITRIFIED CLAY PIPE
VPC VERTICAL POINT OF CURVATURE
VPI VERTICAL POINT OF INTERSECTION
VPT VERTICAL POINT OF TANGENCY
ABBREVIATION LIST
PROPOSED STREET LIGHT
PROPOSED STORM MANHOLE
PROPOSED STORM SEWER
PROPOSED WATER CURB STOP/ METER PIT
PROPOSED SANITARY SEWER CLEANOUT
EXISTING SANITARY SEWER MAIN
PROPOSED TELEPHONE
EXISTING GAS
EXISTING STORM SEWER
EXISTING WATER MAIN
EXISTING STORM SEWER MANHOLE
EXISTING SANITARY SEWER MANHOLE
PROPOSED STORM INLET
LEGEND
PROPOSED CONCRETE
PROPOSED MINOR CONTOUR
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
PROPOSED MAJOR CONTOUR
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING UTILITY POLE
EXISTING GUY WIRE
PROPOSED GAS
EXISTING ELECTRIC LINE PROPOSED ELECTRIC
EXISTING TELEPHONE LINE
EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT
EXISTING WATER VALVE
PROPOSED SANITARY SEWER MAIN
PROPOSED WATER MAIN
EXISTING CONCRETE
RIGHT-OF-WAY LINE
EXISTING FLOWLINE, CURB & GUTTER
EASEMENT LINE
PROPOSED FLOWLINE, CURB & GUTTER
PROPOSED FENCE/RAILING
EXISTING OVERHEAD UTILITY
EXISTING STORM SEWER INLET
PROPOSED WATER VALVE
PROPOSED SANITARY SEWER MANHOLE
PROPOSED UTILITY POLE
EXISTING STREET LIGHT
EXISTING EDGE OF ASPHALT
III
III
III
III
III
III
PROPOSED FLARED END SECTION (FES)
ARCHITECT
r4 Architects
226 Remington STreet Unit 3
Fort Collins, CO 80524
PH. 970.224.0630
Contact: Matt Rankin
PLANNER
TB Group
444 Mountain Avenue
Berhoud, CO 80513
PH. 970.532.5891
Contact: Cathy Mathis
ENGINEER
Interwest Consulting Group
1218 W. Ash, Suite A
Windsor, Colorado 80550
PH. 970.674.3300
Contact: Mike Oberlander
SURVEYOR
King Surveyors
650 East Garden Drive
Windsor, Colorado 80550
PH. 970.686.5011
Contact: Paul Groves
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.
INDEX OF SHEETS
Sheet No. Description of Sheets
PRELIMINARY
NOT FOR CONSTRUCTION
BENCHMARKS:
PROJECT DATUM: NAVD88
BENCHMARK #48-01
APPROXIMATELY 1/2 MILE SOUTH OF HORSETOOTH ROAD, WEST SIDE OF COLLEGE AVENUE AT THE
ENTRANCE TO BARNES AND NOBLE BOOKSTORE, IN THE NORTHEAST CORNER OF THEIR PARKING
LOT, ON A CONCRETE CURB.
ELEVATION=5036.76
BENCHMARK #7-13
NORTHWEST CORNER OF HORSETOOTH RD. AND STOVER ST., ON A CONCRETE TRAFFIC SIGNAL BASE.
ELEVATION=5005.69
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING
DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM (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 DATUM (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 - 3.19'.
UTILITY CONTACTS:
City of Fort Collins
Fort Collins, Colorado 80522
700 Wood Street
TELEPHONE SERVICE
Century Link
3702 Automation Dr, Suite 106
Fort Collins, Colorado 80525
Contact: Engineering Office
NATURAL GAS
Xcel Energy
1901 E. Horsetooth Road
Contact: Stephanie Rich
UTILITIES ENGINEER Fort Collins, Colorado 80525
Matt Simpson
Ph. 970.416.2754
LIGHT & POWER
Ph. 970.225.7828
Ph. 970.490.7508
COVER SHEET
GENERAL NOTES
DEMOLITION PLAN
HORIZONTAL CONTROL PLAN
UTILITY PLAN
GRADING PLAN
DRAINAGE PLAN
EROSION CONTROL PLAN
STORM SYSTEM PLAN AND PROFILE
DETAILS
1
2 - 3
4
5
6
7
8
9
10
11 - 20
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Austin Kreager
Ph. 970.224.6152