HomeMy WebLinkAboutSPRING CREEK FARMS NORTH SECOND FILING - FDP - FDP120005 - MAPS/GRAPHICS - UTILITY PLANS (3)G
12''SAN 12''SAN 12''SAN 12''SAN 12''SAN 12''SAN 12''SAN 12''SAN 12''SAN 12''SAN 12''SAN 12''SAN 12''SAN 12''SAN 12''SAN
24''SAN 24''SAN 24''SAN 24''SAN 24''SAN 24''SAN 24''SAN 24''SAN 24''SAN 24''SAN 24''SAN 24''SAN 24''SAN 24''SAN 24''SAN 24''SAN 24''SAN 24''SAN 24''SAN 24''SAN 24''SAN
G G G G G
G G G G G G G G G G G G G G G G G G G G G G G
12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W
12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W
UGE UGE UGE
UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE
AN 12''SAN
12''SAN 12''SAN 12''SAN 12''SAN 12''SAN 12''SAN
STA 10+34.03
MATCH EX FL = 4942.88±
MATCH EX SW
ELEV = 4944.2±
PROPERTY BOUNDARY
PROPERTY BOUNDARY / EX ROW / BOW
PROPERTY BOUNDARY / EX ROW /
PROP BOW
PROPERTY BOUNDARY / PROP ROW
STA 13+85.63
FL = 4938.95
ASPHALT REMOVAL
AREA (TYP)
PROP SAWCUT LINE TO
MATCH EX BIKE LANE STRIPE (TYP)
ASPHALT REMOVAL
AREA (TYP)
PROPERTY BOUNDARY / EX ROW
EX ELECTRIC LINE
EX GAS LINE
EX 24" SAN SWR LINE
EX 12" SAN SWR LINE
EX 12" SAN SWR LINE & MH.
ROTATE CONCENTRIC CONE TO
SOUTH SIDE OF MH & INSTALL
LOCKING LID.
EX STORM SWR
LINE & MH (PIP)
EX ELECTRIC BOX & SIGNAL
EX HANDICAP
RAMP (PIP)
EX STREET SIGN (PIP)
EX STREET SIGN (PIP)
EX 4" WHITE, LANE
(DASHED) STRIPE
EX 4" WHITE,
EDGE STRIPE
EX 4" WHITE, EDGE STRIPE
EX 4" WHITE, LANE (DASHED) STRIPE
SAGEBRUSH
DRIVE
6.0'
10.0'
ADJUST EX MH RIM ELEVATION
& INSTALL LOCKING STORM
MANHOLE LID
RIM = 4940.4±
EX STORM MH
(PIP)
LIMITS OF
DEVELOPMENT/
GRADING
LIMITS OF DEVELOPMENT/
GRADING
PROP 6' SW (TYP) PROP 10' PARKWAY (TYP)
6.0'
10.0'
PROP 6' SW (TYP)
PROP 10' PARKWAY (TYP)
2.7%
2.0%
1.3%
2.0%
2.4% 3.7%
2.7%
CURVE TABLE
CURVE LENGTH RADIUS DELTA TAN CHORD BEARING
C1 7.28 100.00 4°10'10" 3.64 7.28 N86°52'14"E
C2 11.08 139.00 4°34'04" 5.54 11.08 S87°04'11"W
3.7%
2.6% 1.6%
2.6% 2.0%
1.6%
2.6% 1.6%
2.2% 1.9%
2.9% 1.8%
2.8% 2.3%
2.6% 3.2%
2.3% 4.0%
3.6%
(EX)
2.8% 1.4%
2.6% 1.6%
4:1
(TYP)
4:1
(TYP)
4:1
(TYP)
4:1
(TYP)
NEW EOA (TYP)
NEW EOA (TYP)
NEW EOA (TYP)
(EX)
(EX)
(EX)
(EX)
(EX)
(EX)
(EX)
(EX)
(EX)
(EX)
(EX)
(EX)
(EX)
(EX)
(EX)
DRAKE ROAD
PROPOSED MEDIAN, BY OTHERS.
PROPOSED LEFT TURN LANE, BY OTHERS.
MATCH EX SW
ELEV =43.57±
JOSEPH ALLEN DR
0' 20' 40'
HORIZONTAL SCALE (PLAN VIEW): 1" = 20'
ASPEN
FOR THE MARKING OF UNDERGROUND
BEFORE YOU DIG, GRADE, OR EXCAVATE
CALL 2 BUSINESS DAYS IN ADVANCE
CENTER OF COLORADO
CALL UTILITY NOTIFICATION
MEMBER UTILITIES.
UTILITY PLAN APPROVAL
City of Fort Collins, Colorado
SHEET No:
SPRING CREEK FARMS NORTH FILING NO. 2
FORT COLLINS, COLORADO
PROJECT/ LOCATION:
DRAWING:
OF 1
CHECKED BY:
DESIGNED BY:
DRAWN BY:
REV. # DESCRIPTION OF REVISION: DATE: REVISED BY: APPROVED BY:
1
2
3
4
5
6
7
project no: 600-003
date: 08/22/12
DRAKE ROAD NORTH FLOWLINE PLAN & PROFILE
(WEST OF JOSPEH ALLEN DRIVE)
C-001
J.Gooch
J.Gooch
J.Gooch
1
0' 50' 100'
HORIZONTAL SCALE: 1" = 50'
0' 5' 10'
VERTICAL SCALE: 1" = 5'
PROFILE SCALE:
NOTES:
LEGEND
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