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Home My WebLink AboutCROWNE ON TIMBERLINE - FDP - FDP130035 - PLANS - UTILITY PLANS (63)1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 E G G G G E R 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 GRAVEL INLET FILTER INSTALL GRAVEL INLET FILTER INSTALL GRAVEL INLET FILTER INSTALL GRAVEL INLET FILTER INSTALL GRAVEL INLET FILTER INSTALL GRAVEL INLET FILTER INSTALL GRAVEL INLET FILTER INSTALL GRAVEL INLET FILTER INSTALL 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 GRAVEL INLET FILTER RIPRAP RIPRAP INSTALL 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 S S I L C R E E K C I R C L E INSTALL 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 PRE- SEDIMENTATION BASIN FOR LID MEASURE PROP PRE- SEDIMENTATION BASIN FOR LID MEASURE PROP PRE- SEDIMENTATION BASIN FOR LID MEASURE PROP PRE- SEDIMENTATION BASIN FOR LID MEASURE PROP 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: _____________________ INSTALL GRAVEL INLET FILTER INSTALL GRAVEL INLET FILTER SWALE A SWALE B INSTALL NORTH AMERICAN GREEN S150 FABRIC 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 43 CHECKED BY: DESIGNED BY: DRAWN BY: REV. # DESCRIPTION OF REVISION: DATE: REVISED BY: APPROVED BY: 1 2 3 4 5 6 7 PRELIMINARY NOT FOR CONSTRUCTION project no: 501-001 date: 10/30/13 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-039 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