HomeMy WebLinkAboutCROWNE ON TIMBERLINE - PDP - PDP130009 - PLANS - UTILITY PLANS (37)1 2
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INSTALL SEDIMENT BASIN
INLET FILTER
(SEE DETAIL THIS SHEET)
INSTALL 18" WATTLE
CHECK DAM/ INLET FILTER
INSTALL 18" WATTLE
CHECK DAM/ INLET FILTER
INSTALL 18" WATTLE
CHECK DAM/ INLET FILTER
INSTALL 18" WATTLE
CHECK DAM
INSTALL 880 LF OF SILT FENCE
(ALONG NORTH BOUNDARY, AS SHOWN)
INSTALL 816 LF OF SILT FENCE
(ALONG WEST BOUNDARY, AS SHOWN)
INSTALL 622 LF OF SILT FENCE
(ALONG SOUTH BOUNDARY, AS SHOWN)
INSTALL 760 LF OF SILT FENCE
(ALONG SOUTH BOUNDARY, AS SHOWN)
INSTALL WATTLE OR
GRAVEL INLET FILTER
INSTALL WATTLE OR
GRAVEL INLET FILTER
INSTALL WATTLE OR
GRAVEL INLET FILTER
INSTALL WATTLE OR
GRAVEL INLET FILTER
INSTALL WATTLE OR GRAVEL
INLET FILTER
INSTALL WATTLE OR
GRAVEL INLET FILTER
INSTALL WATTLE OR
GRAVEL INLET FILTER
INSTALL WATTLE OR
GRAVEL INLET FILTER
INSTALL WATTLE OR
GRAVEL INLET FILTER
INSTALL WATTLE OR GRAVEL
INLET FILTER
INSTALL VEHICLE TRACKING PAD
(36' WIDE x 50' LONG)
INSTALL VEHICLE
TRACKING PAD
(34' WIDE x 50' LONG)
INSTALL VEHICLE
TRACKING PAD
(35' WIDE x 50' LONG) PROP LOD
(TYP)
PROP LOD
(TYP)
PROP LOD
(TYP)
PROP LOD
(TYP)
PROP LOD
(TYP)
PROP LOD
(TYP)
PROP LOD
(TYP)
PROP LOD
(TYP)
PROP LOD
RIPRAP
RIPRAP
RIPRAP
RIPRAP RIPRAP
NORTH AMERICAN
GREEN C350 FABRIC
NORTH AMERICAN
GREEN C350 FABRIC
INSTALL WATTLE OR
GRAVEL INLET FILTER
RIPRAP
RIPRAP
INSTALL WATTLE OR
GRAVEL INLET FILTER
CORONA DRIVE
RED WILLOW DR
WILLINE WAY
NIMMIE DRIVE
BUCHSTANE PLACE
ROSEN DRIVE
PRAIRIE HILL DRIVE
TIMBERLINE ROAD
WHITE WILLOW DR
FOSSIL CREEK PARKWAY
F
O
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S
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C
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K
C
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C
L
E
INSTALL WATTLE OR
GRAVEL INLET FILTER
INSTALL NORTH
AMERICAN GREEN
C350 FABRIC
INSTALL 18" WATTLE
CHECK DAM/ INLET FILTER
INSTALL 18" WATTLE
CHECK DAM/ INLET FILTER
INSTALL 18" WATTLE
CHECK DAM/ INLET FILTER
PROP WETLAND PRE-
SEDIMENTATION BASIN
FOR LID MEASURE
PROP WETLAND PRE-
SEDIMENTATION BASIN
FOR LID MEASURE
PROP WETLAND PRE-
SEDIMENTATION BASIN
FOR LID MEASURE
PROP WETLAND PRE-
SEDIMENTATION BASIN
FOR LID MEASURE
PROP
WETLAND PRE-
SEDIMENTATION
BASIN FOR LID
MEASURE
INSTALL 406 LF OF SILT FENCE
(ALONG WEST SIDE OF C&G, AS SHOWN)
PROP UTIL ESMT. BY SEPARATE DOCUMENT:
RECEPTION NO: _____________________
PROP TEMP CONSTR. & GRADING ESMT. BY SEPARATE
DOCUMENT: RECEPTION NO: _____________________
PROP UTIL ESMT. BY SEPARATE DOCUMENT:
RECEPTION NO: _____________________
PROP TEMP CONSTR. & GRADING ESMT. BY SEPARATE
DOCUMENT: RECEPTION NO: _____________________
PROP TEMP CONSTR. & GRADING ESMT. BY SEPARATE
DOCUMENT: RECEPTION NO: _____________________
PROP TEMP CONSTR. & GRADING ESMT. BY SEPARATE
DOCUMENT: RECEPTION NO: _____________________
PROP TEMP CONSTR. & GRADING ESMT. BY SEPARATE
DOCUMENT: RECEPTION NO: _____________________
LEGEND
0' 60' 120'
SCALE: 1" = 60'
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:
CROWNE ON TIMBERLINE
FORT COLLINS, COLORADO
PROJECT/ LOCATION:
DRAWING:
OF 20
CHECKED BY:
DESIGNED BY:
DRAWN BY:
REV. # DESCRIPTION OF REVISION: DATE: REVISED BY: APPROVED BY:
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PRELIMINARY
NOT FOR CONSTRUCTION
project no: 501-001
date: 05/15/13
EROSION CONTROL PLAN
C-006
J.Gooch
J.Gooch
D.Wood
6
NOTES
1) CONTRACTOR TO INSTALL SILT FENCE, PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES. TOTAL LENGTH OF SILT
FENCE = 3,951 LF.
2) ALL DISTURBED AREAS ARE TO BE SEEDED AND MULCHED.
3) A "SOFT PAN" CONSISTING OF A 50
50 SAND/ TOPSOIL MIX WILL BE PLACED ALONG THE BOTTOM OF POND 100 AND THE
PROPOSED SWALES ALONG THE SOUTH AND EAST PROPERTY BOUNDARIES. THE "SOFT PAN" WILL BE 2' WIDE x 1'
DEEP AND WILL ALLOW FOR VEGETATION TO BECOME ESTABLISHED OVER TIME WHILE INCREASING WATER QUALITY
FOR THE SITE. PLEASE REFER TO THE GRADING PLAN FOR "SOFT PAN" LOCATIONS. SEE SHEET C-020 FOR DETAILS.
4) STOCK PILES SHALL NOT TO EXCEED 10' IN HEIGHT.
5) ALL OFFSITE AREAS DISTURBED DURING CONSTRUCTION ARE TO BE RE-VEGETATED AND RETURNED TO HISTORIC
CONDITION. STRAW WATTLES OR GRAVEL INLET FILTERS MAY BE INSTALLED (IF NECESSARY) ON THE TWO EXISTING
10' TYPE R INLETS IN WHITE WILLOW DRIVE (SOUTH OF THE CROWNE SITE).
6) VEHICLE TRACKING PAD(S) LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR AND PRIOR TO CONSTRUCTION,
AND SHALL BE INSTALLED ACCORDINGLY.
7) SEE SHEET C-007 FOR EROSION CONTROL NOTES AND DETAILS.
EX OUTLET PIPE
ENDS OF GRAVEL FILTER TO BE
KEYED INTO FILL SLOPE.
TOE OF FILL
FLOW
GRAVEL FILTER
*5$9(/
WRAPPED IN CHICKEN
WIRE)
MAINTENANCE NOTES:
1. FORM CHICKEN WIRE WRAP ALONG FRONT OF OUTLET STRUCTURE AND EXTENDING INTO EMBANKMENT OF POND.
2. PACK WITH 3/4" GRAVEL AND ROLL & TWIST CHICKEN WIRE WRAP AT TOP TO HOLD TOGETHER (WIRE TIE, IF NECESSARY).
GRAVEL FILTER SHALL BE 18" TALL x 18" WIDE AND SLOPE TOWARDS OUTLET STRUCTURE OR LAID UP AGAINST OUTLET
STRUCTURE FOR STABILITY.
3. SEDIMENT BASIN FILTER SHALL BE INSPECTED PERIODICALLY AND AFTER EACH RAIN EVENT, AND REPAIRED WHEN
NECESSARY. ACCUMULATED SEDIMENT SHALL BE REMOVED.
4. SEDIMENT BASIN FILTER SHALL BE REMOVED AFTER IT HAS SERVED ITS PURPOSE.
EX OUTLET PIPE
FILTERED
WATER
RUNOFF
18" TALL GRAVEL FILTER.
18"
18"
EX OUTLET STRUCTURE
EX OUTLET STRUCTURE