HomeMy WebLinkAboutVILLAGE ON REDWOOD (FORT COLLINS HOUSING AUTHORITY) - FDP - FDP150036 - SUBMITTAL DOCUMENTS - ROUND 2 - UTILITY PLANSPREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
VILLAGE ON REDWOOD
COVER SHEET
11/25/15
N/A
N/A
JTC
RA
1237-112-00
1 of 20
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
NOVEMBER 2015
UTILITY CONTACTS:
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 #43-97
ON THE SOUTH END OF THE WEST HEADWALL OF THE
LAKE CANAL BRIDGE AT NORTH LEMAY AVE., 200 FEET
SOUTH OF THE INTERSECTION OF LEMAY AVE. AND CONIFER ST.
ELEV= 4960.11
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL
DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29
UNADJUSTED FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE,
THE FOLLOWING EQUATIONS SHOULD BE USED:
NGVD29 UNADJUSTED = 4969.93 (NAVD88) - 3.18 = 4966.75
NGVD29 UNADJUSTED = 4960.11 (NAVD88) - 3.17 = 4956.94
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 A
Windsor, Colorado 80550
Ph. 970.674.3300
PLANNER
Eleven - Eleven Landscape
Architecture
1111 Forest Ave.
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
VILLAGE ON REDWOOD
GENERAL NOTES
11/25/15
N/A
N/A
JTC
RA
1237-112-00
2 of 20
FORT COLLINS HOUSING AUTHORITY
1715 WEST MOUNTAIN AVE.
FORT COLLINS, CO 80521
970.416.2910
x
x
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
EXISTING
DETENTION
POND
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
VILLAGE ON REDWOOD
EXISTING CONDITIONS & DEMOLITION PLAN
11/25/15
1"=40'
N/A
JTC
RA
1237-112-00
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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
REDWOOD STREET
TRACT A
LOT 1
UNIT F
2 STORY FLATS
(TYPE A & B)
UNIT E
6 PLEX
UNIT B
6 PLEX
UNIT D
2 STORY FLATS
(TYPE B)
UNIT A
3 PLEX
(2 BDRM)
UNIT G
3 PLEX
(2 & 4 BDRM)
UNIT J
6 PLEX
UNIT H
3 PLEX
(2 BDRM)
UNIT I
3 PLEX
(2 & 4 BDRM)
UNIT K
3 STORY FLATS
(TYPE A)
UNIT C
6 PLEX
CLUBHOUSE
UNIT L
2 STORY FLATS
(TYPE B)
DETENTION
AREA
EXISTING DETENTION
POND
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
VILLAGE ON REDWOOD
HORIZONTAL CONTROL PLAN
11/25/15
1"=30'
N/A
JTC
RA
1237-112-00
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FORT COLLINS HOUSING AUTHORITY
1715 WEST MOUNTAIN AVE.
FORT COLLINS, CO 80521
UNIT E
6 PLEX
UNIT D
2 STORY FLATS
(TYPE B)
UNIT A
3 PLEX
(2 BDRM)
UNIT H
3 PLEX
(2 BDRM)
UNIT C
6 PLEX
UNIT F
2 STORY FLATS
(TYPE A & B)
UNIT B
6 PLEX
UNIT I
3 PLEX
(2 & 4 BDRM)
UNIT K
3 STORY FLATS
(TYPE A)
UNIT J
6 PLEX
CLUBHOUSE
DETENTION
AREA
TRACT A
LOT 1
EXISTING
STORMWATER
DETENTION POND
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
VILLAGE ON REDWOOD
DRAINAGE & EROSION CONTROL PLAN
11/25/15
1"=40'
N/A
JTC
RA
1237-112-00
5 of 20
FORT COLLINS HOUSING AUTHORITY
1715 WEST MOUNTAIN AVE.
FORT COLLINS, CO 80521
970.416.2910
0
40'
40 20 40 80
SCALE: 1" =
CoFC Standard erosion and sediment control notes:
A
A
B
B
SOUTH PROPERTY LINE
SECTION A-A
SOUTH PROPERTY LINE
SECTION B-B
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
VILLAGE ON REDWOOD
GRADING PLAN
11/25/15
1"=30'
N/A
JTC
RA
1237-112-00
6 of 20
FORT COLLINS HOUSING AUTHORITY
1715 WEST MOUNTAIN AVE.
FORT COLLINS, CO 80521
970.416.2910
0
30'
30 15 30 60
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
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
VILLAGE ON REDWOOD
STORM PLAN & PROFILES
11/25/15
1"=30'
1"=3'
JTC
RA
1237-112-00
7 of 20
FORT COLLINS HOUSING AUTHORITY
1715 WEST MOUNTAIN AVE.
FORT COLLINS, CO 80521
970.416.2910
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.
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:
Date
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
NOTES:
1. PIPE LENGTHS ARE GIVEN FROM CENTER OF STRUCTURE TO
CENTER OF STRUCTURE.
2. LENGTH OF FES ARE INCLUDED IN PIPE LENGTHS.
3. MANHOLE RIM ELEVATIONS ARE APPROXIMATE. CONFIRM
FINAL ELEVATIONS PRIOR TO INSTALLATION.
4. RCP SHALL HAVE FLEXIBLE GASKET MATERIAL (WATER TIGHT
RUBBER GASKETS) CONFORMING TO ASTM C443 AND TYPE
4-G BELL SPIGOT JOINTS.
UNIT F
2 STORY FLATS
(TYPE A & B)
UNIT E
6 PLEX
UNIT B
6 PLEX
UNIT D
2 STORY FLATS
(TYPE B)
UNIT A
3 PLEX
(2 BDRM)
UNIT G
3 PLEX
(2 & 4 BDRM)
UNIT J
6 PLEX
UNIT H
3 PLEX
(2 BDRM)
UNIT I
3 PLEX
(2 & 4 BDRM)
UNIT K
3 STORY FLATS
(TYPE A)
UNIT C
6 PLEX
CLUBHOUSE
DETENTION
AREA
UNIT L
2 STORY FLATS
(TYPE B)
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
VILLAGE ON REDWOOD
OVERALL UTILITY PLAN
11/25/15
1"=30'
N/A
JTC
RA
1237-112-00
8 of 20
FORT COLLINS HOUSING AUTHORITY
1715 WEST MOUNTAIN AVE.
FORT COLLINS, CO 80521
970.416.2910
0
30'
30 15 30 60
SCALE: 1" =
UNIT G
3 PLEX
(2 & 4 BDRM)
UNIT J
6 PLEX
UNIT H
3 PLEX
(2 BDRM)
UNIT I
3 PLEX
(2 & 4 BDRM)
CLUBHOUSE
UNIT L
2 STORY FLATS
(TYPE B)
DETENTION
AREA
UNIT K
3 STORY FLATS
(TYPE A)
SAN 01 PROFILE
HORIZ. SCALE: 1"=30'
VERT. SCALE: 1"=3'
4960
4965
4970
4975
4960
4965
4970
4975
14+50 14+00 13+50 13+00 12+50 12+00 11+50 11+00 10+50 10+00 9+75
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
VILLAGE ON REDWOOD
SANITARY SEWER PLAN & PROFILE
11/25/15
1"=30'
1"=3'
JTC
RA
1237-112-00
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FORT COLLINS HOUSING AUTHORITY
1715 WEST MOUNTAIN AVE.
FORT COLLINS, CO 80521
970.416.2910
NOTES:
1. ALL SANITARY SEWER MAINS AND SERVICES SHALL BE SDR 35 PVC. VERIFY
BUILDING CONNECTION ELEVATION (RE: MEP).
2. ALL SANITARY SEWER SERVICES SHALL SLOPE AT A MINIMUM OF 2%.
3. ALL SANITARY SEWER & STORM SEWER CLEANOUTS LOCATED WITHIN THE
PAVEMENT SHALL BE TRAFFIC RATED CLEANOUTS.
4. INVERT SHAPING ON SANITARY SEWER MANHOLES TO BE AT LEAST TO
UNIT F
2 STORY FLATS
(TYPE A & B)
UNIT E
6 PLEX
UNIT B
6 PLEX
UNIT D
2 STORY FLATS
(TYPE B)
UNIT A
3 PLEX
(2 BDRM)
UNIT C
6 PLEX
SAN 02 PROFILE
HORIZ. SCALE: 1"=30'
VERT. SCALE: 1"=3'
4960
4965
4970
4975
4980
4960
4965
4970
4975
4980
14+50 14+00 13+50 13+00 12+50 12+00 11+50 11+00 10+50 10+00 9+50
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
VILLAGE ON REDWOOD
SANITARY SEWER PLAN & PROFILE
11/25/15
1"=30'
1"=3'
JTC
RA
1237-112-00
10 of 20
FORT COLLINS HOUSING AUTHORITY
1715 WEST MOUNTAIN AVE.
FORT COLLINS, CO 80521
970.416.2910
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.
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
VILLAGE ON REDWOOD
REDWOOD STREET PLAN & PROFILE
11/25/15
1"=20'
N/A
JTC
RA
1237-112-00
11 of 20
FORT COLLINS HOUSING AUTHORITY
1715 WEST MOUNTAIN AVE.
FORT COLLINS, CO 80521
970.416.2910
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:
Date
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
0
20'
20 10 20 40
SCALE: 1" =
HORIZONTAL
VERTICAL
SCALE: 1" = 2'
REDWOOD STREET
TYPICAL WEST SECTION
NOTES:
1. LIMITS OF STREET CUT 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
2. SEE SHEET 13 FOR REDWOOD STREET
STRIPING PLAN
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
VILLAGE ON REDWOOD
REDWOOD STREET CROSS-SECTIONS
11/25/15
1"=20'
1"=2'
JTC
RA
1237-112-00
12 of 20
FORT COLLINS HOUSING AUTHORITY
1715 WEST MOUNTAIN AVE.
FORT COLLINS, CO 80521
970.416.2910
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.
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:
Date
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
0
20'
20 10 20 40
SCALE: 1" =
HORIZONTAL
VERTICAL
SCALE: 1" = 2'
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
VILLAGE ON REDWOOD
REDWOOD STREET STRIPING PLAN
11/25/15
1"=30'
N/A
JTC
RA
1237-112-00
13 of 20
FORT COLLINS HOUSING AUTHORITY
1715 WEST MOUNTAIN AVE.
FORT COLLINS, CO 80521
970.416.2910
0
30'
30 15 30 60
SCALE: 1" =
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.
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:
CURB RAMP DETAIL
(ONSITE - NO TRUNCATED DOMES)
NTS
CONCRETE PAVING SECTION DETAIL
NTS
ASPHALT PATCH DETAIL
NTS
CURB CUT W/ RIPRAP PAD
NTS
EXPANSION JOINT DETAIL
NTS
CONTRACTION JOIN DETAIL
NTS
SIDEWALK CHASE DETAIL
NTS
CONCRETE PAN DETAIL
NTS
ASPHALT PAVING SECTION DETAIL
NTS
HEAVY DUTY
.
LIGHT DUTY
BOLLARD DETAIL
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
VILLAGE ON REDWOOD
SITE DETAILS
11/25/15
N/A
N/A
JTC
RA
1237-112-00
14 of 20
FORT COLLINS HOUSING AUTHORITY
1715 WEST MOUNTAIN AVE.
FORT COLLINS, CO 80521
970.416.2910
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:
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
VILLAGE ON REDWOOD
EROSION CONTROL DETAILS
11/25/15
N/A
N/A
JTC
RA
1237-112-00
15 of 20
FORT COLLINS HOUSING AUTHORITY
1715 WEST MOUNTAIN AVE.
FORT COLLINS, CO 80521
970.416.2910
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
VILLAGE ON REDWOOD
EROSION CONTROL DETAILS
11/25/15
N/A
N/A
JTC
RA
1237-112-00
16 of 20
FORT COLLINS HOUSING AUTHORITY
1715 WEST MOUNTAIN AVE.
FORT COLLINS, CO 80521
970.416.2910
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
VILLAGE ON REDWOOD
DRAINAGE DETAILS
11/25/15
N/A
N/A
JTC
RA
1237-112-00
17 of 20
FORT COLLINS HOUSING AUTHORITY
1715 WEST MOUNTAIN AVE.
FORT COLLINS, CO 80521
970.416.2910
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
PERMEABLE INTERLOCKING CONCRETE PAVER SECTION
CURB AND GUTTER DETAIL
CITY OF FORT COLLINS
BIORETENTION SAND MEDIA SPECIFICATION
RAIN GARDEN CROSS SECTION
(FULL INFILTRATION)
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
VILLAGE ON REDWOOD
DRAINAGE DETAILS
11/25/15
N/A
N/A
JTC
RA
1237-112-00
18 of 20
FORT COLLINS HOUSING AUTHORITY
1715 WEST MOUNTAIN AVE.
FORT COLLINS, CO 80521
970.416.2910
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
VILLAGE ON REDWOOD
UTILITY DETAILS
11/25/15
N/A
N/A
JTC
RA
1237-112-00
19 of 20
FORT COLLINS HOUSING AUTHORITY
1715 WEST MOUNTAIN AVE.
FORT COLLINS, CO 80521
970.416.2910
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
SANITARY CLEANOUT DETAIL
NTS
PLAN VIEW
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
VILLAGE ON REDWOOD
UTILITY DETAILS
11/25/15
N/A
N/A
JTC
RA
1237-112-00
20 of 20
FORT COLLINS HOUSING AUTHORITY
1715 WEST MOUNTAIN AVE.
FORT COLLINS, CO 80521
970.416.2910
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:
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CHECKED BY:
CHECKED BY:
CHECKED BY:
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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.
Parks and Recreation
Traffic Engineer
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
Environmental Planner
CHECKED BY:
Date
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
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NOTES:
1. ALL SANITARY SEWER MAINS AND SERVICES SHALL BE SDR 35 PVC. VERIFY
BUILDING CONNECTION ELEVATION (RE: MEP).
2. ALL SANITARY SEWER SERVICES SHALL SLOPE AT A MINIMUM OF 2%.
3. ALL SANITARY SEWER & STORM SEWER CLEANOUTS LOCATED WITHIN THE
PAVEMENT SHALL BE TRAFFIC RATED CLEANOUTS.
4. INVERT SHAPING ON SANITARY SEWER MANHOLES TO BE AT LEAST TO
SPRING LINE.
5. SITE CONTRACTOR SHALL COORDINATE UTILITY CONNECTIONS AT THE
BUILDING WITH BUILDING CONTRACTOR.
6. ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE
APPROXIMATE. CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION.
7. PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER
OF STRUCTURE. LENGTH OF FLARED END SECTIONS ARE INCLUDED IN PIPE
LENGTHS.
0
30'
30 15 30 60
SCALE: 1" =
HORIZONTAL
VERTICAL
SCALE: 1" = 3'
SPRING LINE.
5. SITE CONTRACTOR SHALL COORDINATE UTILITY CONNECTIONS AT THE
BUILDING WITH BUILDING CONTRACTOR.
6. ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE
APPROXIMATE. CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION.
7. 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.
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:
Date
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
0
30'
30 15 30 60
SCALE: 1" =
HORIZONTAL
VERTICAL
SCALE: 1" = 3'
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', UNLESS OTHERWISE NOTED.
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.
16. REFERENCE SHEETS 9 - 10 FOR SANITARY SEWER AND WATER LINE
CROSSINGS. PROVIDE NECESSARY WATER MAIN DEFLECTIONS TO ACHIEVE
REQUIRED SEPARATIONS.
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
0
30'
30 15 30 60
SCALE: 1" =
HORIZONTAL
VERTICAL
SCALE: 1" = 3'
SECTION
STORM PIPE SUPPORT DETAIL
NTS
Date
Date
Date
NOTES:
1. ALL SPOT ELEVATIONS ARE ON FLOWLINES UNLESS OTHERWISE
NOTED.
2. CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY EROSION
CONTROL MEASURES PRIOR TO AND THROUGHOUT CONSTRUCTION.
3. ALL MANHOLE RIM AND STORM DRAIN INLET GRATES SHALL BE
ADJUSTED TO FINAL GRADES CONFIRMED IN THE FIELD.
4. SIDEWALKS ADJACENT TO STREETS, DRIVES, PARKING LOTS AND
ACCESS SLOPE 2% TOWARDS THE CURB LINE.
5. ALL SUBGRADE TO BE PLACED/COMPACTED PER GEOTECHNICAL
ENGINEER RECOMMENDATIONS.
6. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM
ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100 YEAR
STORM. THE LOWEST OPENING ELEVATIONS SHOWN ARE AT LEAST
ONE FOOT ABOVE THE 100 YEAR STORM ELEVATION OF ADJACENT
STREETS, CHANNELS, DITCHES, SWALES, OR OTHER DRAINAGE
FACILITIES. MINIMUM FINISHED FLOOR ELEVATIONS ABOVE 100-YEAR
WATER SURFACE IN STREETS, CHANNELS, DITCHES, SWALES, OR
OTHER DRAINAGE FACILITIES, AS ILLUSTRATED BY A MASTER GRADING
PLAN ARE TO BE SHOWN.
7. MINIMIZE DISTURBANCE WITHIN THE NATURAL HABITAT BUFFER ZONE
(NHBZ) TO EXTENT POSSIBLE TO COMPLETE NEW WORK. NO WORK
SHALL OCCUR OUTSIDE OF LOT 1 PROPERTY LINE. NATURAL HABITAT
AREA IS TO BE MAINTAINED IN NATIVE LANDSCAPE.
LEGEND
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
SPILL GUTTER
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. 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. 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.
7. REFERENCE VILLAGES ON REDWOOD DRAINAGE AND EROSION
CONTROL REPORT.
8. MINIMIZE DISTURBANCE WITHIN THE NATURAL HABITAT BUFFER ZONE
(NHBZ) TO EXTENT POSSIBLE TO COMPLETE NEW WORK. NO WORK
SHALL OCCUR OUTSIDE OF LOT 1 PROPERTY LINE. NATURAL HABITAT
AREA IS TO BE MAINTAINED IN NATIVE LANDSCAPE.
LEGEND
BASIN COEFFICIENT (100-YR)
BASIN DESIGNATION
BASIN AREA
DESIGN POINT
DRAINAGE FLOW ARROW
DRAINAGE BASIN
BOUNDARY
DRAINAGE BASIN
FLOW PATH
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
SILT FENCE
INLET PROTECTION
CONSTRUCTION ENTRANCE
W/ VEHICLE TRACKING CONTROL
SEDIMENT CONTROL LOG
OUTLET STRUCTURE PROTECTION
ROCK SOCKS
CONCRETE WASHOUT AREA
TEMPORARY SEDIMENT BASIN
970.416.2910
0
30'
30 15 30 60
SCALE: 1" =
CONCRETE PAVEMENT
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
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.
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. ALL PAVEMENTS AND EARTHWORK SHALL CONFORM TO THE GEOTECHNICAL
REPORT FOR THE SITE.
5. ALL WORK SHALL CONFORM TO THE CITY OF FORT COLLINS CONSTRUCTION
SPECIFICATIONS AND STANDARDS.
6. COORDINATE LOCATION, HEIGHTS, ETC. OF WALLS FENCES, AND SITE FEATURES
WITH ARCH AND LANDSCAPE.
7. MINIMIZE DISTURBANCE WITHIN THE NATURAL HABITAT BUFFER ZONE (NHBZ) TO
EXTENT POSSIBLE TO COMPLETE NEW WORK. NO WORK SHALL OCCUR OUTSIDE
OF LOT 1 PROPERTY LINE. NATURAL HABITAT AREA IS TO BE MAINTAINED IN NATIVE
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 PLANS 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.
PERMEABLE PAVERS
P
LIGHT DUTY ASPHALT
PAVEMENT
CONCRETE SIDEWALK
HEAVY DUTY ASPHALT
PAVEMENT
LEGEND
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
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
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
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
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
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
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.
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.
ROBERT ALMIRALL
P.E. NO. 33441
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 STORM PLAN & PROFILES
8 OVERALL UTILITY PLAN
9 - 10 SANITARY SEWER PLAN & PROFILES
11 REDWOOD STREET PLAN & PROFILE
12 REDWOOD STREET CROSS-SECTIONS
13 REDWOOD STREET STRIPING PLAN
14 SITE DETAILS
15 - 16 EROSION CONTROL DETAILS
17 - 18 DRAINAGE DETAILS
19 - 20 UTILITY DETAILS