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MAIN <br />7v1'A <br />A DETAILED INSTALLATION AND MAINTENANCE SCHEDULE DURING <br />THE VAROUS PHASES OF CONSTRUCTION SHALL BE OUTLINED IN <br />THE SWPPP BOOK. <br />ROUGH GRADING: INSTALL CATCHBASIN INLET PROTECTION, INSTALL <br />STRAW OR FILTER ROLLS AT BACK OF WALK <br />AND AT EDGE OF GRADING. THE EXISTING <br />GROUND DOES NOT HAVE A DEFINED DIRECTION <br />OF FLOW. A CONSTRUCTION ENTRANCE SHALL <br />BE INSTALLED PRIOR TO COMMENCING GRADING <br />OPERATIONS. <br />PAVING: INSTALL STRAW OR FILTER ROLLS AT NEW BACK OF <br />WALK. MANTAIN PROTECTION AT CATCHBASIN, INSTALL <br />ROCK BAGS IN GUTTER PAN. HYDROSEED OR STABILIZE <br />WITH OTHER METHODS DISTURBED SOIL PRIOR TO WET <br />SEASON, ALLOW FOR VEGETATION TO DEVELOP IF <br />HYDROSEEDING. <br />INSTALL CONSTRUCTION 4 <br />ENTRANCE PROTECTION <br />INSTALL CONCRETE WASHOUT AREA IN <br />LOCATIONS APPROVED BY A CERTIFIED <br />IN EROSION & SEDIMENT CONTROL <br />O <br />PROFESSIONAL <br />INSTALL GRAVEL BAGS AND FILTER FABRICS OO <br />TO PROTECT ALL INLETS (TYP ALL INLETS) OO <br />CONTRACTOR TO STABILIZE DISTURBED SOIL PRIOR <br />TO RAIN EVENT THROUGH SOIL BINDERS, ST <br />RAW MULCH <br />AND/OR EROSION CONTROL BLANKETS <br />CALTRANS STD. SS -3, SS -6, SS -7 <br />INSTALL FIBER VI <br />MAINTAIN WHILE <br />GENERAL: <br />1. A CONSTRUCTION ENTRANCE SHALL BE INSTALLED PRIOR TO COMMENCEMENT OF GRADING. LOCATION OF THE <br />ENTRANCE MAY BE ADJUSTED BY THE CONTRACTOR TO FACILITATE GRADING OPERATIONS. ALL CONSTRUCTION <br />TRAFFIC ENTERING THE PAVED ROAD MUST CROSS THE CONSTRUCTION ENTRANCE. <br />2. CHANGES TO THIS EROSION AND SEDIMENT CONTROL PLAN TO MEET FIELD CONDITIONS SHALL BE MADE ONLY <br />WITH THE APPROVAL OF, OR AT THE DIRECTION OF THE ENGINEER. DURING THE RAINY SEASON, PUBLIC <br />ROADWAY SHALL BE KEPT CLEAR OF EARTH MATERIA. AND DEBRIS. THE SITE SHALL BE MAINTAINED SO THAT A <br />MINIMUM OF SEDIMENT LADEN RUNOFF ENTERS THE STORM DRAINAGE SYSTEM AND PUBLIC ROADWAY. THIS <br />PLAN COVERS ONLY THE FIRST WINTER FOLLOWING GRADING. PLANS SHALL BE RESUBMITTED FOR APPROVAL <br />PRIOR TO SEPTEMBER 1ST OF EACH SUBSEQUENT YEAR UNTIL THE PROPOSED IMPROVEMENTS ARE COMPLETED. <br />3. CONTROL MEASURES SHALL BE INSPECTED AND REPAIRED AT THE END OF EACH WORKING DAY AND, IN <br />ADDITION, AFTER EACH STORM. <br />4. ALL EROSION CONTROL BMPs Stall BE IN PLACE PRIOR TO ANY STORM EVENTS <br />5. CONTRACTOR TO USE A WATER TRUCK DURING GRADING TO MINIMIZE WIND EROSION AND REDUCE DUST <br />6. IN CASE DEWATERING IS NECESSARY, THE CONTRACTOR SHALL ENGAGE AN EROSION CONTROL CONTRACTOR <br />TO PROPERLY DISPOSE OF THE WATER, DETENTION PONDS MAY BE REQUIRED FOR DEWATERING AND THEY <br />WILL BE DESIGNED IF THE NEED ARISES. ALTERNATIVE EFFECTIVE METHODS SHALL BE IMPLEMENTED IF THE <br />PROPOSED METHOD FAILS TO THE SATISFACTION OF THE INSPECTOR. <br />ti <br />L <br />W <br />'S 3-15" 04KS <br />TOP OF CONC. 20.58' <br />FL OF CUL/ERT 13.51 <br />60" STORM D,RA,N <br />CONC. STRUCTURE <br />36 OAK <br />20 "OA K <br />�L <br />18'�AK <br />P. <br />N <br />24 OAK <br />INSTALL FIBER ROLL <br />MAINTAIN WHILE <br />NECESSARY <br />BMP NOTES: <br />1. ALL ON—SITE MATERIALS WILL BE STORED IN LOCK BOX <br />2. USE WATERING TRUCK FOR DUST CONTROL <br />3. ALL PLANTER AREAS TO RECEIVE STRAW AND TACKIFIER AFTER PAVING ACTIVITIES ARE COMPLETE <br />4. ALL DEBRIS AND SOLID WASTE TO BE STOCKPILED IN A 40 YARD DUMPSTER <br />5. ALL SPOIL PIES TO BE COVERED COMPLETELY WITH PLASTIC SHEETING AND SPOIL AREAS TO BE <br />SURROUNDED WITH STRAW/FILTER ROLLS. <br />6. NO VEHICLES OR MACHINERY TO BE STORED, FUELED OR WASHED ON PROJECT SITE. ALL VEHICLE AND <br />MACHINERY MAINTENANCE TO BE PERFORMED OFF—SITE, <br />7. ALL WATER PUMPED FROM TRENCHES OR SEDIMENT TRAP MUST PASS THROUGH A GRAVEL BAG FOR <br />FILTRATION BEFORE IT IS DISCHARGED ON PROPERTY. <br />8. DURING ROUGH GRADING CONTRACTOR TO INSTALL EARTH DIKE AND STRAW/FILTER ROLLS AT PERIMETER OF <br />THE PROPERTY TO MAINTAIN RUN—OFF ON SITE <br />9. IN CASE COLLOIDAL SUSPENSION NEEDS TO BE REMOVED PRIOR TO DISCHARGE, THE CONTRACTOR WILL <br />DESIGN AND CONSTRUCT TEMPORARY HOLDING BASINS. THE DESIGN OF THE BASIN WILL BE ADDRESSED IF <br />THE NEED ARISES, <br />10. ALL LANDSCAPED AREAS ARE GRADED TO DRAIN IN THE DIRECTION OF THE DRAIN INLET. REFER TO <br />LANDSCAPING AND GRADING PLAN FOR DRAINAGE PATTERNS. <br />EROSION CONTROL NOTES: <br />WDID NUMBER <br />5S39C340352 <br />RESPONSIBLE INDIVIDUAL <br />MARSHALL MIDGLEY <br />I. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND 6. SENSITIVE AREAS AND AREAS WHERE EXISTING VEGETATION IS BEING PRESERVED <br />MAINTAINED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE SHALL BE PROTECTED WITH CONSTRUCTION FENCING. SEDIMENT CONTROL BMPs <br />CALTRANS STORM WATER QUALITY HANBOOKS, CURRENT EDITION (MARCH 2003). SHALL BE INSTALLED WHERE ACTIVE CONSTRUCTION AREAS DRAIN INTO SENSITIVE <br />2. EROSION CONTROL BEST MANAGEMENT PRACTICES (BMPs) SHALL BE INSTALLED AND <br />MAINTAINED DURING THE WET SEASON (OCTOBER 15 THROUGH APRIL 30). SEDIMENT <br />CONTROL BMPs SHALL BE INSTALLED AND MAINTAINED ALL YEAR. <br />3. ALL DRAINAGE INLETS IMMEDIATELY DOWNSTREAM OF THE WORK AREAS AND <br />WITHIN THE WORK AREAS SHALL BE PROTECTED WITH SEDIMENT CONTROL AND <br />INLET FILTER BAGS, YEAR ROUND. INLET FILTER BAGS SHALL BE REMOVED <br />FROM THE DRAINAGE INLETS UPON ACCEPTANCE OF THE PUBLIC <br />IMPROVEMENTS. <br />4. ALL STABILIZED CONSTRUCTION ACCESS LOCATIONS SHALL BE CONSTRUCTED PER <br />ATTACHED DETAIL WHERE CONSTRUCTION TRAFFIC ENTERS OR LEAVES PAVED AREAS. THE <br />STABILIZED ACCESS SHALL BE MAINTAINED ON A YEAR—ROUND BASIS UNTIL COMPLETION <br />OF CONSTRUCTION <br />5. ALL AREAS DISTURBED DURING CONSTRUCTION, BY GRADING, TRENCHING, OR OTHER ACTIVITIES, <br />SHALL BE PROTECTED FROM EROSION DURING THE WET SEASON (OCTOBER 15 THROUGH <br />APRIL 30). HYDROSEED, IF UTILIZED, MUST BE PLACED BY SEPTEMBER 15. HYDROSEED <br />PLACED DURING THE WET SEASON SHALL USE A SECONDARY EROSION PROTECTION METHOD <br />SUCH AS EROSION CONTROL BLANKETS OR STRAW MULCH <br />OR PRESERVED VEGETATION AREAS <br />7. SEDIMENT CONTROL BMPs SHALL BE PLACED ALONG THE PROJECT PERIMETER WHERE <br />DRAINAGE LEAVES THE PROJECT. SEDIMENT CONTROL BMPs SHALL BE MAINTAINED YEAR <br />ROUND UNTIL THE CONSTRUCTION IS COMPLETE OR THE DRAINAGE PATTERN HAS BEEN <br />CHANGED AND NO LONGER LEAVES THE SITE. <br />8. THE FOLLOWING AREAS ARE TO RECEIVE HYDROSEEDING OR OTHER EROSION CONTROL: <br />LOT FRONT YARD BEHIND SIDEWALK — THE FIRST 18 FEET OR TOP OF SLOPE <br />(WHICHEVER IS GREATER) <br />SIDEYARDS BEHIND THE SIDEWALK — THE FIRST 7.5 FEET OR TOP OF SLOPE <br />(WHICHEVER IS GREATER) <br />SLOPES — ALL SLOPES GREATER THAN 10:1 <br />9. EROSION AND SEDIMENT CONTROL MEASURES FOR THIS PROJECT SHALL BE IN <br />SUBSTANTIAL COMPLIANCE AT ALL TIMES WITH THE STORM WATER POLLUTION <br />PREVENTION PLAN (SWPPP) PREPARED FOR THE PROJECT IN ACCORDANCE WITH <br />THE STATE OF CALIFORNIA GENERAL CONSTRUCTION PERMIT. THIS PERMIT <br />REQUIRES THAT THE SWPPP BE KEPT UP TO DATE TO REFLECT THE CHANGING <br />SITE CONDITIONS AND THE SWPPP IS TO BE AVAILABLE ON SITE AT ALL TIMES FOR <br />REVIEW BY STATE AND LOCAL INSPECTORS. <br />NO. 62009 <br />EXP. 9/30/2007 <br />Design <br />AMC <br />Check <br />AMC <br />Date <br />06/27/06 <br />Scale <br />1" = 40' <br />Original Drawing Scale <br />O 36„ 1 <br />t.l_l_11.11.1_t_LJ <br />Sheet Number <br />8 Of 10 <br />Project File No. <br />05-112 <br />J.' <br />4 <br />Z <br />LU <br />N <br />Q <br />U <br />0 <br />W <br />U <br />0 <br />J <br />a <br />L0 <br />f- <br />W <br />J <br />CU <br />O <br />d. <br />z <br />o <br />O <br />m O <br />Z <br />IW <br />z <br />—� <br />O <br />5 <br />mx°m <br />U <br />O0 <br />U.J <br />-N <br />Design <br />AMC <br />Check <br />AMC <br />Date <br />06/27/06 <br />Scale <br />1" = 40' <br />Original Drawing Scale <br />O 36„ 1 <br />t.l_l_11.11.1_t_LJ <br />Sheet Number <br />8 Of 10 <br />Project File No. <br />05-112 <br />J.' <br />4 <br />Z <br />NO <br />J <br />a <br />L0 <br />f- <br />J <br />CU <br />O <br />d. <br />O <br />O <br />H <br />H <br />I <br />N <br />Z <br />�W <br />U <br />O <br />�- <br />I <br />Z <br />F- <br />LLJ <br />Z <br />NLLI <br />v <br />Neo <br />Lv <br />W <br />Z <br />Li <br />=) <br />Q <br />UU <br />Z <br />JN <br />O <br />Q <br />00 <br />N <br />Q^ <br />Lv <br />M <br />LSI <br />Design <br />AMC <br />Check <br />AMC <br />Date <br />06/27/06 <br />Scale <br />1" = 40' <br />Original Drawing Scale <br />O 36„ 1 <br />t.l_l_11.11.1_t_LJ <br />Sheet Number <br />8 Of 10 <br />Project File No. <br />05-112 <br />J.' <br />4 <br />