HomeMy WebLinkAboutSPRING CREEK BIKE PATH CROSSING SHERWOOD DITCH - Filed LSP-LAND SURVEY PLATS - 2010-02-22SPRING CREEK BIKE PATH CROSSING OF THE SHERWOOD DITCH
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PROPOSED CONCRETE BIKE PATH r• -, �: /
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N 5932.37
E 9981.16
32 FT BRIDGE ►
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EXISTING SPRING CREEK TRAIL
SCALE 1"=10'
0 10 20 30
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LEGEND
EXISTING CONCRETE BIKE PATH
_____________
EXISTING DIRT ROAD
CONCRETE
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SANITARY MANHOLE
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EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
4950
PROPOSED CONTOUR
PROPOSED CONRETE BIKE PATH
PROPOSED BRIDGE
- - - - - - - -
PROPOSED BRIDGE ABUTMENT
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-11
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IN 5932.i7
IE 10013.3p I
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Notes:
1, 3,500 P,S.I. Concrete
2, Fiber flesh
3. Control joints: 10'C-C; expansion joint every 90' and control joint
continuosly along trail centerline. All control joints to be saw cut.
4, 1% outslope on trail surface.
5. Recondition, level base under trail.
6. Backfill shall allow water to drain away from trail.
7, Surface finish shall be 'rough broom'.
8. Concrete color, 2 (bs per sack, Yosemite Brown
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GRADE SIDE SLOPES
AT 3:1
PROPOSED CONCRETE
BIKE PATH
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END BIKE PATH 50 FT EAST 0
r
BRIDGE w/ BRIDGE CONSTRUCTION
(FINAL BIKE PATH ALIGNMENT
AST OF BRIDGE TO BE DETERMINED
AT A LATER DATE) I
1%
0
4999
4998
4997
/
4996
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NOTE:
BRIDGE LENGTH =
32'-0"
BACK OF FACE TO
BACK OF FACE
DISTANCE BETWEEN
ABUTMENTS = 32'-2"
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Trail 6'3
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Exisitng GrounjW�, I 4 :
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#4 BARS
#4 BARS @ 1'-6' C-C
3' I-0'
L#4 BARS
#4 BARS @ 1' 6' C-C
#4 BAR
1 112' Gravel, 1' Thick
TRAIL BRIDGE ABUTMENT
TYPICAL SECTI❑N
LENGTH IS 14 FEET
Sherwood Ditch
PROJECT
L❑CATI❑N
Spring Creek
SheAds St.
THESE PLANS HAVE BEEN REVIEWED
ACCEPTED BY THE
SHERWOOD
DITCH COMPANY
BY
AND
EONSIBLE PARTY
DATE
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
APPROVED:
Director of Engineering
Date
CHECKED BY:
later & Wastewater Utility
Date
CHECKED BY:
Stormwater Utility
Date
CHECKED BY:
Parks &Recreation
Date
CHECKED BY:
Date
CHECKED BY:
Date
6'
14'-0'
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Note: Verify ledge and backwall height with
bridge manufacturer.
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PROJECT NO.
020-169
DRAWING NO.
1 0f 1