HomeMy WebLinkAboutVILLAGE ON REDWOOD (FORT COLLINS HOUSINTG AUTHORITY) - PDP - PDP150012 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSPREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
VILLAGE ON REDWOOD
COVER SHEET
07/15/15
NONE
NONE
JTC
RA
1237-112-00
1 of 5
FORT COLLINS HOUSING AUTHORITY
1715 WEST MOUNTAIN AVE.
FORT COLLINS, CO 80521
970.416.2910
UTILITY PLANS FOR
VILLAGE ON REDWOOD
A PARCEL OF LAND SITUATE IN THE WEST HALF OF SECTION 1, TOWNSHIP 7 NORTH, RANGE 69
WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
JULY 15, 2015
UTILITY CONTACTS:
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.
PROJECT DATUM - ELEV= 4966.75 NGVD 29 (UNADJUSTED)
NAVD 88 = NGVD 29 (UNADJUSTED) + 3.18 = 4969.93
vicinity map
Scale: 1" = 1000'
OWNER / DEVELOPER
Fort Collins Housing Authority
4001 S. Taft hill Road
FORT COLLINS, CO 80525
Ph. 970.223.4522
ENGINEER
Interwest Consulting Group
1218 W. Ash, Suite C
Windsor, Colorado 80550
Ph. 970.674.3300
PLANNER
Eleven - Eleven Landscape
Architecture
1111 Forest Ave.
Boulder, Colorado 80304
Ph. 303.807.4162
SURVEYOR
King Surveyors
650 Garden Drive
Windsor, Colorado 80550
Ph. 970.686.5011
ARCHITECT
OZ Architecture
3003 Larimer Street
Denver, CO 80205
Ph. 303.861.9230
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
VILLAGE ON REDWOOD
EXISTING CONDITIONS & DEMOLITION PLAN
07/15/15
1"=40'
N/A
JTC
BA
1237-112-00
2 of 5
FORT COLLINS HOUSING AUTHORITY
1715 WEST MOUNTAIN AVE.
FORT COLLINS, CO 80521
970.416.2910
0
40'
40 20 40 80
SCALE: 1" =
NOTES:
1. BURIED UTILITIES AND OR PIPE LINES ARE SHOWN PER
VISIBLE SURFACE EVIDENCE AND AS-BUILT DRAWINGS OF THE
CONSTRUCTED UTILITY LINES. THE CONTRACTOR SHALL
VERIFY THE DEPTH AND LOCATION OF ALL EXISTING UTILITY
CONNECTIONS AND CROSSINGS PRIOR TO ANY
CONSTRUCTION. IF A CONFLICT OCCURS BETWEEN EXISTING
AND PROPOSED UTILITIES AND/OR DESIGN MODIFICATION IS
REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE
ENGINEER TO MODIFY THE DESIGN. THE ENGINEER AND/OR
THE SURVEYOR OF RECORD SHALL NOT BE LIABLE FOR THE
LOCATION OF OR THE FAILURE TO NOTE THE LOCATION OF
NON-VISIBLE UTILITIES.
2. 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 CITY STREET REPAIR STANDARDS.
3. CONTRACTOR IS RESPONSIBLE FOR ALL SURFACE
REPAIR/REPLACEMENT TO RESTORE SIDEWALKS, ASPHALT,
CURB/GUTTER SECTIONS AND SOD AREAS DISTURBED BY
NEW WORK.
4. EXISTING CONCRETE AND ASPHALT PAVING SHALL BE SAW
CUT AND REMOVED PRIOR TO EXCAVATION. REMOVE
CONCRETE SIDEWALKS TO NEAREST JOINT.
5. COORDINATE DEMOLITION REQUIREMENTS, LIMITS OF
DEMOLITION, SALVAGE ITEMS, PROTECTION OF ITEMS TO
REMAIN, TREES, FENCING, ETC. WITH OWNER, ARCHITECT,
ENGINEER, AND RELEVANT CONSTRUCTION OR PHASING
PLANS. ADDITIONAL DEMOLITION OF PAVEMENT, TREES,
UTILITIES, STRUCTURES, ETC. TO BE PERFORMED AS
REQUIRED.
CALL BEFORE YOU DIG
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
UNIT E
6 PLEX
UNIT F
2 STORY FLATS
(TYPE B)
UNIT D
2 STORY FLATS
(TYPE B)
UNIT B
6 PLEX
UNIT G
3 PLEX
(2 & 4 BDRM)
UNIT A
3 PLEX
(2 BDRM)
UNIT H
3 PLEX
(2 BDRM)
UNIT I
3 PLEX
(2 & 4 BDRM)
UNIT K
3 STORY FLATS
(TYPE A)
UNIT C
6 PLEX
UNIT J
6 PLEX
UNIT L
2 STORY FLATS
(TYPE B)
CLUBHOUSE
RAIN GARDEN
DETENTION
AREA
REDWOOD STREET
LOT 2
LOT 1
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
VILLAGE ON REDWOOD
HORIZONTAL CONTROL PLAN
07/15/15
1"=30'
N/A
JTC
RA
1237-112-00
3 of 5
FORT COLLINS HOUSING AUTHORITY
1715 WEST MOUNTAIN AVE.
FORT COLLINS, CO 80521
970.416.2910
UNIT A
3 PLEX
(2 BDRM)
UNIT E
6 PLEX
UNIT F
2 STORY FLATS
(TYPE B)
UNIT D
2 STORY FLATS
(TYPE B)
UNIT B
6 PLEX
UNIT G
3 PLEX
(2 & 4 BDRM)
UNIT H
3 PLEX
(2 BDRM)
UNIT I
3 PLEX
(2 & 4 BDRM)
UNIT K
3 STORY FLATS
(TYPE A)
UNIT C
6 PLEX
UNIT J
6 PLEX
UNIT L
2 STORY FLATS
(TYPE B)
CLUBHOUSE
RAIN GARDEN
DETENTION
AREA
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
& EROSION CONTROL PLAN
VILLAGE ON REDWOOD
GRADING, DRAINAGE
07/15/15
1"=40'
N/A
JTC
RA
1237-112-00
4 of 5
FORT COLLINS HOUSING AUTHORITY
1715 WEST MOUNTAIN AVE.
FORT COLLINS, CO 80521
970.416.2910
0
40'
UNIT E
6 PLEX
UNIT F
2 STORY FLATS
(TYPE B)
UNIT D
2 STORY FLATS
(TYPE B)
UNIT B
6 PLEX
UNIT G
3 PLEX
(2 & 4 BDRM)
UNIT A
3 PLEX
(2 BDRM)
UNIT H
3 PLEX
(2 BDRM)
UNIT I
3 PLEX
(2 & 4 BDRM)
UNIT K
3 STORY FLATS
(TYPE A)
UNIT C
6 PLEX
UNIT J
6 PLEX
UNIT L
2 STORY FLATS
(TYPE B)
CLUBHOUSE
RAIN GARDEN
DETENTION
AREA
LOT 2
LOT 1
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
VILLAGE ON REDWOOD
UTILITY PLAN
07/15/15
1"=30'
N/A
JTC
RA
1237-112-00
5 of 5
FORT COLLINS HOUSING AUTHORITY
1715 WEST MOUNTAIN AVE.
FORT COLLINS, CO 80521
970.416.2910
0
30'
30 15 30 60
SCALE: 1" =
NOTES:
1. ALL EXISTING UTILITY LOCATIONS SHOWN HAVE BEEN PROVIDED BY
OTHERS AND DETERMINED FROM A COMBINATION OF RECORD DRAWINGS,
SURVEYED FIELD MARK-OUTS AND PHYSICAL OBSERVATIONS. THERE MAY
BE 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 BE FULLY
AND SOLELY RESPONSIBLE FOR ANY AND ALL DAMAGES AND COSTS WHICH
MIGHT OCCUR BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR SHALL NOTIFY ALL
PUBLIC AND PRIVATE UTILITY COMPANIES AND DETERMINE THE LOCATION
OF ALL EXISTING UTILITIES PRIOR TO PROCEEDING WITH GRADING AND
CONSTRUCTION. ALL WORK PERFORMED IN THE AREA OF UTILITIES SHALL
BE PERFORMED AND INSPECTED ACCORDING TO THE REQUIREMENTS OF
THE UTILITY OWNER. LIKEWISE, THE CONTRACTOR SHALL BE RESPONSIBLE
FOR LOCATING AND MAPPING ANY EXISTING UTILITY (INCLUDING DEPTH)
WHICH MAY CONFLICT WITH THE PROPOSED CONSTRUCTION, AND FOR
RELOCATING ENCOUNTERED UTILITIES AS DIRECTED BY THE ENGINEER.
CONTRACTOR SHALL CONTACT AND RECEIVE APPROVAL FROM
OWNER/UTILITY OWNER BEFORE RELOCATING ANY ENCOUNTERED
UTILITIES. CONTRACTOR RESPONSIBLE FOR SERVICE CONNECTIONS, AND
RELOCATING AND RECONNECTING AFFECTED UTILITIES AS COORDINATED
WITH UTILITY OWNER AND/OR ENGINEER, INCLUDING NON-MUNICIPAL
UTILITIES (TELEPHONE, GAS, CABLE, ETC., WHICH SHALL BE COORDINATED
WITH THE UTILITY OWNER). THE CONTRACTOR SHALL IMMEDIATELY
CONTACT ENGINEER UPON DISCOVERY OF A UTILITY DISCREPANCY OR
CONFLICT. AT LEAST 48 HOURS PRIOR TO CONSTRUCTION, THE
CONTRACTOR SHALL NOTIFY THE UTILITY NOTIFICATION CENTER OF
COLORADO (1-800-922-1987, WWW.UNCC.ORG).
2. IN ADDITION TO MEETING APPLICABLE LCUASS, STATE OR FEDERAL
STANDARDS, 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.
3. IN CASES OF CONFLICT BETWEEN THESE SIGNED PLANS AND APPLICABLE
STANDARDS, THE MOST RESTRICTIVE STANDARD SHALL APPLY.
4. ALL WATER MAINS AND FIRE LINES SHALL BE AWWA C900 PLASTIC
PRESSURE PIPE (DR-14, PRESSURE CLASS 305). ALL PLASTIC PRESSURE
PIPE SHALL HAVE TRACER WIRE PER STANDARDS. ALL FITTINGS ON THE
PROPOSED FIRE LINES AND FIRE HYDRANT LATERALS SHALL BE FULLY
RESTRAINED JOINTS PER CITY STANDARDS (MEGA-LUG OR APPROVED
EQUAL).
5. ALL WATER SERVICES SHALL BE TYPE K SOFT COPPER.
6. ALL WATER MAINS AND SERVICES SHALL HAVE A MINIMUM COVER OF 4.5'
AND A MAXIMUM OF 5.5'.
7. ALL SANITARY SEWER MAINS AND SERVICES SHALL BE SDR 35 PVC. VERIFY
BUILDING CONNECTION ELEVATION (RE: MEP).
8. ALL SANITARY SEWER & STORM SEWER CLEANOUTS LOCATED WITHIN THE
PAVEMENT SHALL BE TRAFFIC RATED CLEANOUTS.
9. INVERT SHAPING ON SANITARY SEWER MANHOLES TO BE AT LEAST TO
SPRING LINE.
10. SITE CONTRACTOR SHALL COORDINATE UTILITY CONNECTIONS AT THE
BUILDING WITH BUILDING CONTRACTOR.
11. ALL PROPOSED STORM SEWER IMPROVEMENTS SHALL BE IN ACCORDANCE
WITH THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS.
12. PLASTIC STORM PIPES SHALL BE SDR 35 PVC BEDDED PER STANDARDS.
13. COORDINATE SITE LIGHTING AND ELECTRIC SERVICE ROUTING,
DEMOLISHING, RELOCATING, AND MODIFICATIONS WITH THE ELECTRICAL
ENGINEER, ARCHITECT, AND OWNER.
14. ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE
APPROXIMATE. CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION.
15. PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER
OF STRUCTURE. LENGTH OF FLARED END SECTIONS ARE INCLUDED IN PIPE
LENGTHS.
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
PRELIMINARY
NOT FOR CONSTRUCTION
40 20 40 80
SCALE: 1" =
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.
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. OFFSITE GRADING IS LIMITED TO AREAS COVERED BY
EXISTING DRAINAGE AND/OR UTILITY EASEMENTS FOR
THE PURPOSE OF UTILITY OR DRAINAGE CONNECTIONS,
UNLESS OTHERWISE NOTED.
6. 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.
7. CONTRACTOR TO PROVIDE TEMPORARY BIODEGRADABLE
SLOPE STABILIZATION MAT WHERE SEED CRIMPING IS NOT
PRACTICAL. (SHORT TERM): 9.3 POUND LENO-WOVEN
BIODEGRADABLE JUTE TOP NET, 7.7 POUND WOVEN
BIODEGRADABLE JUTE BOTTOM NET, 100% STRAW FIBER
MATRIX WITH A LONGEVITY OF 12 MONTHS. NORTH
AMERICAN GREEN S150BN OR ACCEPTED SUBSTITUTION.
8. REFERENCE FCHA - VILLAGES AT REDWOOD DRAINAGE
AND EROSION CONTROL REPORT.
LEGEND
BASIN COEFFICIENT (100-YR)
BASIN DESIGNATION
BASIN AREA
DESIGN POINT
DRAINAGE FLOW ARROW
DRAINAGE BASIN
BOUNDARY
DRAINAGE BASIN
FLOW PATH
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
PRELIMINARY
NOT FOR CONSTRUCTION
SILT FENCE
INLET PROTECTION
CONSTRUCTION ENTRANCE
W/ VEHICLE TRACKING CONTROL
SEDIMENT CONTROL LOG
0
30'
30 15 30 60
SCALE: 1" =
NOTES:
1. ALL ROAD AND PARKING DIMENSIONS BASED ON FLOWLINE
OR CURB. VERIFY BUILDING PLAN DIMENSIONS PRIOR TO
CONSTRUCTION
2. CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC
CONTROL PLANS FOR STREET RIGHT-OF-WAY WORK.
3. TRAFFIC CONTROL, PERMITS, CONSTRUCTION AND FEES
ASSOCIATED WITH THE RIGHT-OF-WAY WORK, ARE THE SOLE
RESPONSIBILITY OF THE GENERAL CONTRACTOR.
4. SEE GRADING PLAN FOR LIMITS OF CATCH/SPILL CURB &
GUTTER.
5. ALL PAVEMENTS AND EARTHWORK SHALL CONFORM TO THE
GEOTECHNICAL REPORT FOR THE SITE.
6. ALL WORK SHALL CONFORM TO THE CITY OF FORT COLLINS
CONSTRUCTION SPECIFICATIONS AND STANDARDS.
7. COORDINATE LOCATION, HEIGHTS, ETC. OF WALLS FENCES,
AND SITE FEATURES WITH ARCH AND LANDSCAPE.
TRAFFIC SIGNING AND MARKING CONSTRUCTION
NOTES:
1. ALL SIGNAGE AND MARKING IS SUBJECT TO THE GENERAL
NOTES ON SHEET 2 OF THESE PLANS, AS WELL AS THE
TRAFFIC SIGNING AND MARKING CONSTRUCTION NOTES USED
HERE.
2. ALL SIGNAGE SHALL BE PER CITY STANDARDS, CDOT AND
THESE PANS OR AS OTHERWISE SPECIFIED IN MUTCD.
3. ALL LANE LINES FOR CONCRETE PAVEMENT SHOULD BE
EPOXY PAINT.
4. FINAL STRIPING AND SYMBOL LOCATIONS SHALL BE FIELD
COORDINATED WITH OWNER.
5. EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN
CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION.
6. ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO
INSTALLATION OF STRIPING OR MARKING.
7. THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE
FOR LOCATING AND PROTECTING ALL UNDERGROUND
UTILITIES.
8. SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE
AN UNOBSTRUCTED VIEW OF EACH SIGN.
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
PRELIMINARY
NOT FOR CONSTRUCTION
LEGEND
TYPICAL REDWOOD STREET SECTION
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
PRELIMINARY
NOT FOR CONSTRUCTION
LIGHT & POWER
City of Fort Collins Light & Power
Contact: JANET MCTAGUE
Ph.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
INDEX OF SHEETS
Sheet No.
Description of Sheets
1 COVER SHEET
2 EXISTING CONDITIONS & DEMOLITION PLAN
3 HORIZONTAL CONTROL PLAN
4 GRADING, DRAINAGE & EROSION CONTROL PLAN
5 UTILITY PLAN
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
ME MATCH EXISTING
MEP MECHANICAL, ELECTRICAL,
PLUMBING ENGINEER
MH MANHOLE
MIN MINIMUM
N NORTH(ING)
NA NOT APPLICABLE
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
PI POINT OF INTERSECTION
PL PROPERTY LINE
PT POINT OF TANGENCY
PVC POLYVINYL CHLORIDE
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
WSE WATER SURFACE ELEVATION
PROPOSED STREET LIGHT
PROPOSED STORM SEWER
SS SS 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
SS SS SS 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
X EXISTING FENCE
PROPOSED WATER SERVICE W/
PROPOSED SANITARY SEWER SERVICE
CURB STOP AND METER PIT
W/ CLEANOUT
PROPOSED OVERHEAD UTILITY
PROPOSED LIGHT POLES
SD
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
PRELIMINARY
NOT FOR CONSTRUCTION