HomeMy WebLinkAboutCOUNTRY CLUB CORNERS SIXTH FILING (CARWASH) - FDP - FDP170012 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSSITE
Vicinity Map
Scale: 1" = 1000'
ABBREVIATION LIST
AD ALGEBRAIC DIFFERENCE
AE ACCESS EASEMENT
ARCH ARCHITECT
ARV AIR RELEASE VALVE
ASPH ASPHALT
BLDG BUILDING
BOV BLOW OFF VALVE
BOS BOTTOM OF STEP
BOW BACK OF WALK
BW BOTTOM OF WALL
CATV CABLE TELEVISION
CL CENTERLINE
CMP CORRUGATED METAL PIPE
CO CLEAN OUT
CoFC CITY OF FORT COLLINS
COMM COMMUNICATION
CONC CONCRETE
COORD COORDINATION
DE DRAINAGE EASEMENT
DEMO DEMOLITION
DIA DIAMETER
E EAST(ING)
EAE EMERGENCY ACCESS
EASEMENT
EG EXISTING GROUND
EL ELEVATION
ELEC ELECTRIC
EOA EDGE OF ASPHALT
EOC EDGE OF CONCRETE
EX EXISTING
ESMT EASEMENT
F FIRE LINE
FES FLARED END SECTION
FF FINISHED FLOOR
FFE FINISHED FLOOR ELEVATION
FG FINISHED GRADE
FH FIRE HYDRANT
FL FLOWLINE
FO FIBER OPTIC
G GAS
GB GRADE BREAK
GF GARAGE FLOOR
GV GATE VALVE
HORZ HORIZONTAL
HDPE HIGH DENSITY POLYETHYLENE
HP HIGH POINT
IE IRRIGATION EASEMENT
INV INVERT
IRR IRRIGATION
LA LANDSCAPE (PLAN/ACRH)
LF LINEAR FEET
LP LOW POINT
LT LEFT
MAX MAXIMUM
MC MOISTURE CONDITION
ME MATCH EXISTING
CALL BEFORE YOU DIG
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
or 8-1-1
CALL 2-BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.
CHECKED BY:
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Parks and Recreation
Traffic Engineer
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
COUNTRY CLUB CORNERS SIXTH FILING
GENERAL NOTES
03/29/17
1"=40'
N/A
JTC
JTC
1303-158-00
2 of 13
C-THREE, LLC
2500 SOUTH TIMBERLINE ROAD
FORT COLLINS, CO 80525
PH. 970.223.2155
LOT 1
LOT 2
LOT 3
TRACT A
TRACT A
PRIVATE DRIVE
PRIVATE DRIVE
0
20'
20 10 20 40
SCALE: 1" =
CALL BEFORE YOU DIG
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
or 8-1-1
CALL 2-BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.
CHECKED BY:
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Parks and Recreation
Traffic Engineer
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
NOTES:
1. ALL EXISTING UTILITY LOCATIONS SHOWN HAVE BEEN DETERMINED FROM A COMBINATION OF
RECORD DRAWINGS, SURVEYED FIELD MARK-OUTS AND PHYSICAL OBSERVATIONS. THERE MAY
BE OTHER UTILITIES NOT SHOWN ON THE DRAWINGS WHICH PRESENTLY EXIST IN THE AREA OF
CONSTRUCTION. THEREFORE, THE CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF
ALL EXISTING UTILITIES IN THE PROJECT VICINITY PRIOR TO BEGINNING WORK. THE
CONTRACTOR SHALL COORDINATE AND PROVIDE PROTECTION OF CONFLICTING UTILITIES.
NOTIFY OWNER/ENGINEER IF ANY CONFLICTS ARE ENCOUNTERED. THE OWNER AND/OR
ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS SHOWN.
2. COORDINATE DEMOLITION REQUIREMENTS, LIMITS OF DEMOLITION, SALVAGE ITEMS,
PROTECTION OF ITEMS TO REMAIN, TREES, FENCING, ETC. WITH OWNER, ARCHITECT, AND
RELEVANT CONSTRUCTION AND/OR PHASING PLANS. ADDITIONAL DEMOTION OF PAVING,
TREES, UTILITIES, STRUCTURES, ETC. TO BE PERFORMED AS REQUIRED.
3. CONTRACTOR RESPONSIBLE FOR ALL SURFACE REPAIR/REPLACEMENT TO RESTORE
SIDEWALKS, PAVEMENT, CURB/GUTTER AND SOD AREAS DISTURBED BY NEW WORK.
REPAIR/REPLACEMENTS SHALL BE COMPLETED PER CITY OF FORT COLLINS STANDARDS AT
CONTRACTOR EXPENSE.
4. EXISTING CONCRETE AND ASPHALT PAVING SHALL BE SAWCUT AND REMOVED PRIOR TO
EXCAVATION. REMOVE CONCRETE TO THE NEAREST JOINT.
T
MECH
LOT 1
LOT 2
PRIVATE DRIVE
PRIVATE DRIVE
PRIVATE DRIVE
LOT 3
CARWASH
RAIN GARDEN
TRACT A
TRACT A
CALL BEFORE YOU DIG
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
or 8-1-1
CALL 2-BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.
CHECKED BY:
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Parks and Recreation
Traffic Engineer
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
NOTES:
1. VERIFY BUILDING PLAN DIMENSIONS PRIOR TO CONSTRUCTION
2. ALL PAVEMENTS AND EARTHWORK SHALL CONFORM TO THE
GEOTECHNICAL REPORT FOR THE SITE.
3. ALL WORK SHALL CONFORM TO THE CITY OF FORT COLLINS
CONSTRUCTION SPECIFICATIONS AND STANDARDS.
4. COORDINATE LOCATION, HEIGHTS, ETC. OF WALLS FENCES, AND
SITE FEATURES WITH ARCH AND LANDSCAPE.
5. ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO
INSTALLATION OF STRIPING OR MARKING.
6. FINAL STRIPING AND SYMBOL LOCATIONS SHALL BE FIELD
COORDINATED WITH OWNER.
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
T
MECH
LOT 1
LOT 2
LOT 3
RAIN GARDEN
CARWASH
PRIVATE DRIVE
PRIVATE DRIVE
PRIVATE DRIVE
TRACT A
TRACT A
TRACT A
CALL BEFORE YOU DIG
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
or 8-1-1
CALL 2-BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.
CHECKED BY:
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Parks and Recreation
Traffic Engineer
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
COUNTRY CLUB CORNERS SIXTH FILING
DRAINAGE & EROSION CONTROL PLAN
03/29/17
1"= 20'
N/A
JTC
JTC
1303-158-00
5 of 13
T
MECH
LOT 2
LOT 3
PRIVATE DRIVE
PRIVATE DRIVE
PRIVATE DRIVE
TRACT A
TRACT A
LEGEND
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
SPILL GUTTER
CALL BEFORE YOU DIG
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
or 8-1-1
CALL 2-BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.
CHECKED BY:
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Parks and Recreation
Traffic Engineer
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
NOTES:
1. CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY EROSION
CONTROL MEASURES PRIOR TO AND THROUGHOUT CONSTRUCTION.
2. ALL MANHOLE RIM AND STORM DRAIN INLET GRATES SHALL BE
ADJUSTED TO FINAL GRADES CONFIRMED IN THE FIELD.
3. ALL SUBGRADE TO BE PLACED/COMPACTED PER GEOTECHNICAL
ENGINEER RECOMMENDATIONS.
4. ALL WALKS TO HAVE 2.0% CROSS SLOPE TOWARDS PARKING AREAS,
DRIVES, AND AWAY FROM STRUCTURES.
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
0
20'
20 10 20 40
SCALE: 1" =
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
COUNTRY CLUB CORNERS SIXTH FILING
STORM DRAIN PLAN & PROFILE
03/29/17
1"=20'
1"=2'
JTC
JTC
1303-158-00
7 of 13
C-THREE, LLC
2500 SOUTH TIMBERLINE ROAD
FORT COLLINS, CO 80525
PH. 970.223.2155
NOTES:
1. PIPE LENGTHS ARE GIVEN FROM CENTER OF STRUCTURE TO
CENTER OF STRUCTURE.
2. MANHOLE RIM ELEVATIONS ARE APPROXIMATE. CONFIRM
FINAL ELEVATIONS PRIOR TO INSTALLATION.
3. RCP SHALL HAVE FLEXIBLE GASKET MATERIAL (WATER TIGHT
RUBBER GASKETS) CONFORMING TO ASTM C443 AND TYPE
4-G BELL SPIGOT JOINTS.
4. ALL STORM DRAIN PRIVATELY OWNED AND MAINTAINED.
0
20'
20 10 20 40
SCALE: 1" =
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
COUNTRY CLUB CORNERS SIXTH FILING
STORM DRAIN PLAN & PROFILE
03/29/17
1"=20'
1"=2'
JTC
JTC
1303-158-00
8 of 13
C-THREE, LLC
2500 SOUTH TIMBERLINE ROAD
FORT COLLINS, CO 80525
PH. 970.223.2155
NOTES:
1. PIPE LENGTHS ARE GIVEN FROM CENTER OF STRUCTURE TO
CENTER OF STRUCTURE.
2. MANHOLE RIM ELEVATIONS ARE APPROXIMATE. CONFIRM
FINAL ELEVATIONS PRIOR TO INSTALLATION.
3. RCP SHALL HAVE FLEXIBLE GASKET MATERIAL (WATER TIGHT
RUBBER GASKETS) CONFORMING TO ASTM C443 AND TYPE
4-G BELL SPIGOT JOINTS.
4. ALL STORM DRAIN PRIVATELY OWNED AND MAINTAINED.
T
MECH
LOT 1
LOT 2
LOT 3
PRIVATE DRIVE
PRIVATE DRIVE
PRIVATE DRIVE
CARWASH
TRACT A
RAIN GARDEN
TRACT A
CALL BEFORE YOU DIG
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
or 8-1-1
CALL 2-BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.
CHECKED BY:
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Parks and Recreation
Traffic Engineer
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
NOTES:
1. ALL MATERIALS, WORKMANSHIP AND CONSTRUCTION OF PUBLIC WATER
AND WASTEWATER SYSTEM IMPROVEMENTS SHALL MEET OR EXCEED THE
STANDARDS SET FORTH IN THE CITY OF FORT COLLINS WATER AND
WASTEWATER DEVELOPMENT STANDARDS.
2. FIRE HYDRANT WATER MAINS SHALL BE DUCTILE IRON PIPE. ALL FITTINGS
SHALL BE FULLY RESTRAINED JOINTS PER CITY STANDARDS (MEGA-LUG OR
APPROVED EQUAL).
3. ALL WATER SERVICES SHALL BE TYPE K SOFT COPPER.
4. ALL WATER MAINS AND SERVICES SHALL HAVE A MINIMUM COVER OF 4.5'
AND A MAXIMUM OF 5.5', UNLESS OTHERWISE NOTED.
5. ALL SANITARY SEWER & STORM SEWER CLEANOUTS LOCATED WITHIN THE
PAVEMENT SHALL BE TRAFFIC RATED CLEANOUTS.
6. ALL PROPOSED STORM SEWER IMPROVEMENTS SHALL BE IN ACCORDANCE
WITH THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS.
7. STORM PIPES SHALL BE REINFORCED CONCRETE PIPE (RCP) BEDDED PER
STANDARDS. RCP SHALL HAVE FLEXIBLE GASKET MATERIAL (WATER TIGHT
RUBBER GASKETS) CONFORMING TO ASTM C443 AND TYPE 4-G BELL
RAIN GARDEN CLEANOUT DETAIL
RAIN GARDEN CROSS SECTION
PLAN
SECTION B-B
SECTION A-A
RAIN GARDEN OUTLET STRUCTURE
RAIN GARDEN
ELEVATIONS
GENERAL NOTES
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
COUNTRY CLUB CORNERS SIXTH FILING
DETAILS
03/29/17
N/A
N/A
NB
JTC
1303-158-00
10 of 13
C-THREE, LLC
2500 SOUTH TIMBERLINE ROAD
FORT COLLINS, CO 80525
PH. 970.223.2155
CHECKED BY:
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Parks and Recreation
Traffic Engineer
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
COUNTRY CLUB CORNERS SIXTH FILING
DETAILS
03/29/17
N/A
N/A
NB
JTC
1303-158-00
11 of 13
C-THREE, LLC
2500 SOUTH TIMBERLINE ROAD
FORT COLLINS, CO 80525
PH. 970.223.2155
CURB RAMP DETAIL
TYPE A SAND & OIL INTERCEPTOR
WW-13
SANITARY SERVICE CONNECTION
AT SANITARY SEWER MAIN
NTS
CHECKED BY:
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Parks and Recreation
Traffic Engineer
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
COUNTRY CLUB CORNERS SIXTH FILING
DETAILS
03/29/17
N/A
N/A
NB
JTC
1303-158-00
12 of 13
C-THREE, LLC
2500 SOUTH TIMBERLINE ROAD
FORT COLLINS, CO 80525
PH. 970.223.2155
6" CURB AND 1' SPILL GUTTER
6" CURB AND 1' CATCH GUTTER
CONCRETE PAN DETAIL
NTS
CONCRETE PAVING SECTION DETAIL
NTS
CURB CUT W/ RIPRAP PAD DETAIL
NTS
SECTION A-A
PLAN
SECTION
SIGN DETAIL
NTS
CONTRACTION JOINT DETAIL
NTS
curb and gutter detail (ON-SITE ONLY)
EXPANSION JOINT DETAIL
NTS
CHECKED BY:
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Parks and Recreation
Traffic Engineer
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
COUNTRY CLUB CORNERS SIXTH FILING
DETAILS
03/29/17
N/A
N/A
NB
JTC
1303-158-00
13 of 13
C-THREE, LLC
2500 SOUTH TIMBERLINE ROAD
FORT COLLINS, CO 80525
PH. 970.223.2155
CHECKED BY:
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Parks and Recreation
Traffic Engineer
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
Date
SPIGOT JOINTS.
8. ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE
APPROXIMATE. CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION.
9. PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER
OF STRUCTURE. LENGTH OF FLARED END SECTIONS ARE INCLUDED IN PIPE
LENGTHS.
10. ADJUST ALL EXISTING UTILITY MANHOLES, VALVE COVERS, ETC TO WITHIN
LIMITS OF NEW WORK TO FINISHED GRADE.
12. ALIGN DS (DOWNSPOUT) INLETS WITH BUILDING DOWNSPOUT LOCATIONS.
DS INLETS TO BE 12" NYLOPLAST DRAINS W/ 12" STANDARD GRATES.
REFERENCE FITTING SIZES FOR PIPE SIZES AND GRADING PLAN FOR RIM
ELEVATIONS.
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
COUNTRY CLUB CORNERS SIXTH FILING
UTILITY PLAN
03/29/17
1"= 20'
N/A
JTC
JTC
1303-158-00
9 of 13
C-THREE, LLC
2500 SOUTH TIMBERLINE ROAD
FORT COLLINS, CO 80525
PH. 970.223.2155
0
20'
20 10 20 40
SCALE: 1" =
DESIGNED BY:
PROJECT NAME
COUNTRY CLUB CORNERS SIXTH FILING
GRADING PLAN
03/29/17
1" = 20'
N/A
JTC
JTC
1303-158-00
6 of 13
C-THREE, LLC
2500 SOUTH TIMBERLINE ROAD
FORT COLLINS, CO 80525
PH. 970.223.2155
0
20'
20 10 20 40
SCALE: 1" =
C-THREE, LLC
2500 SOUTH TIMBERLINE ROAD
FORT COLLINS, CO 80525
PH. 970.223.2155
0
20'
20 10 20 40
SCALE: 1" =
NOTES
1. CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY EROSION
CONTROL MEASURES PRIOR TO AND THROUGHOUT CONSTRUCTION.
PLACE EROSION CONTROL PROTECTION AT ALL EXISTING INLETS
DOWNSTREAM FROM THE CONSTRUCTION AREA. 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
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. STORMWATER MANAGEMENT PLAN SHALL BE PREPARED AND SUBMITTED
BY CONTRACTOR PRIOR TO CONSTRUCTION COMMENCEMENT.
5. 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.
6. ANY DISTURBED LAND MUST RECEIVE SURFACE ROUGHENING,
INCLUDING BUT NOT LIMITED TO SLOPED AREAS.
7. REFERENCE SHEET 10 FOR EROSION CONTROL DETAILS.
CoFC Standard erosion and sediment control notes:
1. THE CITY STORMWATER DEPARTMENT EROSION CONTROL INSPECTOR
MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR TO ANY CONSTRUCTION
ON THIS SITE.
2. ALL REQUIRED BMPS MUST BE INSTALLED PRIOR TO ANY LAND
DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC). ALL
REQUIRED EROSION CONTROL MEASURES MUST BE INSTALLED AT THE
APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS INDICATED IN
THE APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS, AND
EROSION CONTROL REPORT.
3. PRE-DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINED
WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF EXISTING
VEGETATION SHALL BE LIMITED TO THE AREA REQUIRED FOR IMMEDIATE
CONSTRUCTION OPERATIONS, AND FOR THE SHORTEST PRACTICAL
PERIOD OF TIME.
4. ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY (STRIPPING,
GRADING, UTILITY INSTALLATIONS, STOCKPILING, FILLING, ETC.) SHALL
BE KEPT IN A ROUGHENED CONDITION BY RIPPING OR DISKING ALONG
LAND CONTOURS UNTIL MULCH, VEGETATION, OR OTHER PERMANENT
EROSION CONTROL IS INSTALLED. NO SOILS IN AREAS OUTSIDE
PROJECT STREET RIGHTS OF WAY SHALL REMAIN EXPOSED BY LAND
DISTURBING ACTIVITY FOR MORE THAN THIRTY (30) DAYS BEFORE
REQUIRED TEMPORARY OR PERMANENT EROSION CONTROL (E.G.
SEED/MULCH, LANDSCAPING, ETC.) IS INSTALLED, UNLESS OTHERWISE
APPROVED BY THE STORMWATER DEPARTMENT.
5. THE PROPERTY MUST BE WATERED AND MAINTAINED AT ALL TIMES
DURING CONSTRUCTION ACTIVITIES SO AS TO PREVENT WIND-CAUSED
EROSION. ALL LAND DISTURBING ACTIVITIES SHALL BE IMMEDIATELY
DISCONTINUED WHEN FUGITIVE DUST IMPACTS ADJACENT PROPERTIES,
AS DETERMINED BY THE CITY ENGINEERING DEPARTMENT.
6. ALL TEMPORARY (STRUCTURAL) EROSION CONTROL MEASURES MUST BE
INSPECTED AND REPAIRED OR RECONSTRUCTED AS NECESSARY AFTER
EACH RUNOFF EVENT AND EVERY 14 DAYS IN ORDER TO ASSURE
CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. ALL
RETAINED SEDIMENTS, PARTICULARLY THOSE ON PAVED ROADWAY
SURFACES, SHALL BE REMOVED AND DISPOSED OF IN A MANNER AND
LOCATION SO AS NOT TO CAUSE THEIR RELEASE INTO ANY
DRAINAGEWAY.
7. NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL
STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY
SURFACE ROUGHENING, WATERING, AND PERIMETER SILT FENCING. ANY
SOIL STOCKPILE REMAINING AFTER 30 DAYS SHALL BE SEEDED AND
MULCHED.
8. CITY ORDINANCE PROHIBITS THE TRACKING, DROPPING, OR DEPOSITING
OF SOILS OR ANY OTHER MATERIAL ONTO CITY STREETS BY OR FROM
ANY VEHICLE. ANY INADVERTENT DEPOSITED MATERIAL SHALL BE
CLEANED IMMEDIATELY BY THE CONTRACTOR.
BASIN COEFFICIENT (100-YR)
BASIN DESIGNATION
BASIN AREA
DESIGN POINT
DRAINAGE FLOW ARROW
DRAINAGE BASIN
BOUNDARY
DRAINAGE BASIN
FLOW PATH
INLET PROTECTION
CONSTRUCTION ENTRANCE
W/ VEHICLE TRACKING CONTROL
SEDIMENT CONTROL LOG
OUTLET STRUCTURE PROTECTION
ROCK SOCKS
CONCRETE WASHOUT AREA
LEGEND
DESIGNED BY:
PROJECT NAME
COUNTRY CLUB CORNERS SIXTH FILING
HORIZONTAL CONTROL PLAN
03/29/17
1"=20'
N/A
JTC
JTC
1303-158-00
4 of 13
C-THREE, LLC
2500 SOUTH TIMBERLINE ROAD
FORT COLLINS, CO 80525
PH. 970.223.2155
0
20'
20 10 20 40
SCALE: 1" =
HEAVY CONCRETE
PAVEMENT
LIGHT DUTY CONCRETE
HEAVY DUTY ASPHALT
PAVEMENT
LEGEND
CURB AND SPILL
GUTTER
5. CONTRACTOR TO PROVIDE ALL NECESSARY EROSION CONTROL MEASURES DURING
CONSTRUCTION. PLACE EROSION CONTROL PROTECTION AT ALL PROPOSED AND EXISTING
INLETS DOWNSTREAM FROM CONSTRUCTION AREA. EROSION CONTROL PROTECTION SHALL
REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE AND ALL DISTURBED GROUND IS
ADEQUATELY VEGETATED.
6. LIMITS OF STREET CUTS, ASPHALT, AND CONCRETE REMOVALS ARE APPROXIMATE. LIMITS OF
REMOVAL TO BE DETERMINED IN THE FIELD TO ADEQUATELY COMPLETE THE PROPOSED
IMPROVEMENTS, WHILE MAINTAINING, IF NOT IMPROVING, EXISTING CONDITIONS. ADDITIONAL
REMOVAL IDENTIFIED IN THE FIELD SHALL BE COMPLETED AT CONTRACTOR EXPENSE. ALL
REPAIRS TO BE COMPLETED IN ACCORDANCE WITH CITY STREET REPAIRS STANDARDS.
7. REFER TO LANDSCAPE TREE MITIGATION PLAN FOR TREE REMOVAL, RELOCATION AND
PROTECTION. TREE REMOVAL INFORMATION SHOWN FOR COORDINATION PURPOSES ONLY.
8. REFERENCE LANDSCAPE AND ARCHITECTURAL PLANS FOR ADDITIONAL SITE DEMOLITION.
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
COUNTRY CLUB CORNERS SIXTH FILING
EXISTING CONDITIONS & DEMOLITION PLAN
03/29/17
1"= 20'
N/A
JTC
JTC
1303-158-00
3 of 13
C-THREE, LLC
2500 SOUTH TIMBERLINE ROAD
FORT COLLINS, CO 80525
PH. 970.223.2155
APPROX LIMITS OF SAWCUT LINE
DEMO UTILITIES / FENCE / ETC
DEMO STRUCTURE/UTILITY/
LIGHT/ ETC
DEMO ASPHALT / CONCRETE
TREE REMOVAL/RELOCATION
(RE: LA)
PROTECT EXISTING TREE
(RE: LA)
LEGEND
MEP MECHANICAL, ELECTRICAL,
PLUMBING ENGINEER
MH MANHOLE
MIN MINIMUM
N NORTH(ING)
NA NOT APPLICABLE
NHBZ NATURAL HABITAT BUFFER
ZONE
NTS NOT TO SCALE
OC ON CENTER
OHE OVERHEAD ELECTRIC
OHT OVERHEAD TELEPHONE
OHU OVERHEAD UTILITY
PE PEDESTRIAN EASEMENT
PC POINT OF CURVATURE
PCR POINT OF CURB RETURN
PKWY PARKWAY
PI POINT OF INTERSECTION
PL PROPERTY LINE
PT POINT OF TANGENCY
PVC POLYVINYL CHLORIDE
RC RECOMPACT
RCP REINFORCED CONCRETE PIPE
RD ROOF DRAIN
RE REFERENCE
ROW RIGHT-OF-WAY
RT RIGHT
SS SANITARY SEWER
STA STATION
SD STORM DRAIN PIPE
SDMH STORM DRAIN MANHOLE
SSMH SANITARY SEWER MANHOLE
SWMP STORMWATER MANAGEMENT
PLAN
T TELEPHONE
TB THRUST BLOCK
TBC TOP BACK OF CURB
TBV TO BE VACATED
TC TOP OF CONCRETE
TELE TELEPHONE
TEMP TEMPORARY
TF TOP OF FOUNDATION
TOS TOP OF STEP
TW TOP OF WALL
TYP TYPICAL
UE UTILITY EASEMENT
UGE UNDERGROUND ELECTRIC
UTIL UTILITY
VCP VITRIFIED CLAY PIPE
VERT VERTICAL
VPC VERTICAL POINT OF CURVATURE
VPI VERTICAL POINT OF
INTERSECTION
VPT VERTICAL POINT OF TANGENCY
W WATERLINE
WQCE WATER QUALITY CONTROL
ELEVATION
WM WATER METER
WSE WATER SURFACE ELEVATION
PROPOSED STREET LIGHT
PROPOSED STORM SEWER
EXISTING SANITARY SEWER MAIN
PROPOSED TELEPHONE LINE
EXISTING GAS
EXISTING STORM SEWER
EXISTING WATER MAIN
EXISTING MANHOLE
PROPOSED STORM INLET
LEGEND
PROPOSED CONCRETE
PROPOSED MINOR CONTOUR
EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION
PROPOSED MAJOR CONTOUR
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING UTILITY POLE
EXISTING GUY WIRE
PROPOSED GAS
EXISTING ELECTRIC LINE PROPOSED ELECTRIC LINE
EXISTING TELEPHONE LINE
EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT
EXISTING WATER VALVE
PROPOSED SANITARY SEWER MAIN
PROPOSED WATER MAIN
EXISTING CONCRETE
EXISTING FLOWLINE, CURB & GUTTER PROPOSED FLOWLINE, CURB & GUTTER
PROPOSED FENCE
LIMITS OF CONSTRUCTION
EXISTING OVERHEAD UTILITY
EXISTING STORM SEWER INLET
PROPOSED WATER VALVE
PROPOSED MANHOLE
PROPOSED UTILITY POLE
EXISTING STREET LIGHT
PROPOSED SWALE
PROPOSED DIRECTION OF OVERLAND FLOW
PROPOSED EMERGENCY OVERFLOW ROUTE
EXISTING FIBER OPTIC LINE
PROPOSED HANDICAP RAMP
EXISTING OVERHEAD ELECTRIC LINE
EXISTING OVERHEAD TELEPHONE LINE
PROPOSED OVERHEAD ELECTRIC LINE
PROPOSED FIBER OPTIC LINE
PROPOSED OVERHEAD TELEPHONE LINE
EXISTING FENCE
PROPOSED WATER SERVICE W/
PROPOSED SANITARY SEWER SERVICE
CURB STOP AND METER PIT
W/ CLEANOUT
PROPOSED OVERHEAD UTILITY
PROPOSED LIGHT POLES
PROJECT DATUM: NAVD88
CITY OF FORT COLLINS BENCHMARK #42-97
ON TOP OF A STORM INLET STRUCTURE ON THE EAST
SIDE OF REDWOOD ST., 400 FEET SOUTH OF WILLOX LANE.
ELEV= 4969.93
CITY OF FORT COLLINS BENCHMARK #V401
AT THE JUNCTION OF U.S. HIGHWAY 287 AND BRISTLECONE DRIVE, 194.9 FT EAST OF THE
CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY, 48.2 FT NORTH OF THE CENTER
OF THE DRIVE, AND 3.6 FT NORTH OF A UTILITY POLE AND POWERLINE CROSSING THE DRIVE
ELEV= 4977.81
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM.
IF NGVD29 UNADJUSTED IS REQUIRED FOR ANY PURPOSE,
THE FOLLOWING EQUATIONS SHOULD BE USED:
NGVD UNADJUSTED = 4969.93 (NAVD88) - 3.18
NGVD UNADJUSTED = 4977.81 (NAVD88) - 3.17
HORIZONTAL DATUM: COLORADO STATE PLAN COORDINATES NAD 83(2007) DATUM.
HORIZONTAL CONTROL BASED VRS.
UTILITY CONTACTS:
LIGHT & POWER
City of Fort Collins Light & Power
Contact: Janet McTague
Ph. 970.224.6154
STORMWATER,WATER & WASTEWATER
City of Fort Collins Utilities
700 Wood Street
Fort Collins, Colorado 80522
Contact: Shane Boyle
Ph. 970.221.6339
NATURAL GAS
Xcel Energy
1901 E. Horsetooth Road
Fort Collins, Colorado 80525
Contact: Stephanie Rich
Ph. 970.225.7828
TELEPHONE SERVICE
Century Link (Qwest)
3351 Eastbrook Drive
Fort Collins, Colorado 80525
Contact: Bill Johnson
Ph. 970.490.7501
CABLE SERVICE
Comcast
1201 University Dr.
Fort Collins, Colorado 80521
Contact: Don Kapperman
Ph. 970.567.0245
I HEREBY AFFIRM THAT THESE FINAL CONSTRUCTION PLANS WERE
PREPARED UNDER MY DIRECT SUPERVISION, IN ACCORDANCE WITH
ALL APPLICABLE CITY OF FORT COLLINS AND STATE OF COLORADO
STANDARDS AND STATUTES, RESPECTIVELY, AND THAT I AM FULLY
RESPONSIBLE FOR THE ACCURACY OF ALL DESIGN, REVISIONS AND
RECORD CONDITIONS THAT I HAVE NOTED ON THESE PLANS.
Utility Plans For
COUNTRY CLUB CORNERS SIXTH FILING
BEING A REPLAT OF LOT 8, COUNTRY CLUB CORNERS THIRD FILING P.U.D. AND LOT 1, COUNTRY CLUB CORNERS FIFTH FILING,
ALL SITUATE IN THE NORTHWEST QUARTER OF SECTION 1, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
March 2017
CALL BEFORE YOU DIG
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
or 8-1-1
CALL 2-BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.
CHECKED BY:
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Parks and Recreation
Traffic Engineer
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
OWNER / DEVELOPER
C-Three, LLC
2500 S. Timberline Road
Fort Collins, CO 80524
Ph. 970.223.2155
ENGINEER
Interwest Consulting Group
1218 W. Ash, Suite A
Windsor, Colorado 80550
Ph. 970.674.3300
LANDSCAPE ARECHTIECT
Russell + Mills Studio
141 S College Ave, Suite 104
Fort Collins, CO, 80524
Ph. 970.484.8855
SURVEYOR
Intermill Land Surveying
1301 Cleveland Ave,
Loveland, CO 80537
Ph. 970.669.0516
ARCHITECT
Freeman Architects
2024 Blue Mesa Court
Loveland, CO 80538
Ph. 970.667.3939
Fax. 970.667.3940
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.
JASON T. CLAEYS
P.E. NO. 42122
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
COUNTRY CLUB CORNERS SIXTH FILING
COVER SHEET
03/29/17
N/A
N/A
JTC
JTC
1303-158-00
1 of 13
C-THREE, LLC
2500 SOUTH TIMBERLINE ROAD
FORT COLLINS, CO 80525
PH. 970.223.2155
INDEX OF SHEETS
Sheet No. Description of Sheets
1 COVER SHEET
2 GENERAL NOTES
3 EXISTING CONDITIONS & DEMOLITION PLAN
4 HORIZONTAL CONTROL PLAN
5 DRAINAGE & EROSION CONTROL PLAN
6 GRADING PLAN
7 - 8 STORM DRAIN PLAN & PROFILES
9 UTILITY PLAN
10 - 13 DETAILS