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J <br />------------------------------------------ RA._SPA 10EEQJM gT12EET------- <br />AINSTALL BURLAP BA+� INSTALL SILT FENCE (TYP.) ' r ,- INSTALL STRAW BALE C <br />X CURB INLET SEDIMENT BASIN /+B Com! SEDIMENT BARRIER PER <br />DETAIL THIS SHEET (TYP,)C�7 (TYPAL THIS SHEET C�T <br />t <br />1 r <br />I / � <br />Y / <br />r <br />r <br />\ r <br />\ rrr <br />\tel <br />w <br />AV <br />® 4L - <br />777 <br />I <br />PROPOSED BUILDING <br />e , OFFICE/STORAGE <br />l <br />\ <br />\ 1 <br />-11111- IL N l <br />a <br />y <br />AINSTALL SILT FENCE (TYP.) <br />,�)_--23_t__- <br />1 <br />I � <br />i <br />O O <br />Fi <br />vo <br />02 <br />290'47777 <br />1. BALES SHALL BE PLACED IN A ROW WITH ENDS <br />TIGHTLY ABUTTING. <br />2. EACH BALE SHALL BE EMBEDDED IN THE SOIL A <br />MINIMUM OF 4 INCHES. <br />3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY <br />TWO STAKES OR RE -BARS DRIVEN THROUGH THE <br />BALES. THE FIRST STAKE IN! EACH BALE SHALL BE <br />DRIVEN TOWARD THE PREVIOUSLY LAID BALE TO <br />FORCE BALES TOGETHER. <br />4. THE DIKE SHALL BE INSPECTED AFTER EACH STORM, <br />AND REPAIR OR REPLACEMENT SHALL BE MADE <br />PROMPTLY AS NEEDED. <br />5. BALES SHALL BE REMOVED WHEN THEY HAVE SERVED <br />THEIR PURPOSE SO AS NOT TO BLOCK OR IMPEDE <br />STORM FLOW OR DRAINAGE. <br />ANGLE FIRST STAKE TOWARD <br />PREVIOUSLY LAID BALE <br />(2) RE -BARS, STEEL PICKETS, <br />OR 2"x 2" STAKES 1 1/2' WIRE IR NYLON BOUND <br />TO 2' IN GROUND BALES PLACED ON THE <br />CONTOUR <br />APPROxa IE LEASE LINE <br />D NOTCH AND SECURE BALE <br />PER DETAIL THIS SHEET �\ <br />WRAP OUTSIDE PERIMETER OF <br />BALES WITH SILT FENCE AS SHOWN <br />AT CB'S IN UNPAVED AREAS <br />STRAW BALE SEDIMENT BARRIER <br />NOT TO SCALE <br />STRAW BALE PLACEMENT DETAIL <br />NOT TO SCALE <br />� CATCH BASIN <br />THREE LAYERS OF BURLAP <br />BAGS, ENDS OVERLAPPED, FILLED <br />WITH 1 1/2" TO 2" DRAIN ROCK <br />OVERLAP BAGS <br />ONTO CURB <br />14 <br />®, <br />s, <br />10 (ce) . -- — <br />S 2753'14" W 215.75" <br />EXISTM 15 -FT FWER-OPTC FASEMENT <br />�- LEAVE GAP OF ONE BAG IN <br />MIDDLE OF TOP ROW TO <br />3' SERVE AS SPILLWAY <br />INLET SEDIMENT BASIN <br />NOT TO SCALE <br />SUPPORT POSTS AT <br />10' O.C. MAX. � <br />SILT FENCE; <br />MI1RAF1 OR EQUAL <br />2' <br />EXISTING 3/4" DRAIN ROCK <br />GRADE � OR NATIVE SOIL <br />SLOPE <br />Y,>.t�-r <br />4.> MIN <br />�-- 4" MIN. <br />A SILT FENCE DETAIL <br />C.7 NOT TO SCALE <br />_ NOTES <br />_ <br />All graded areas and exposed soil affected by <br />r <br />this project shall have erosion control <br />F.n (707)544-0866 <br />measures in place by October 15. Erosion <br />_ <br />control materials and application shall be in <br />accordance with Section 20 of the ColTrons <br />I3-37-04 <br />Standard Specifications. <br />2. <br />The Contractor shall be responsible for <br />EO Qpoflissio <br />constant maintenance of erosion control <br />a <br />measures at all times during the construction <br />_- - <br />period to the satisfaction of the Engineer and <br />County of San Joaquin, <br />- T <br />3. <br />The Contractor shall be responsible for <br />CURB <br />&GUTTER <br />clean-up of mud and debris carried onto <br />Q <br />surrounding properties, streets and roads as a <br />D <br />result of construction activity on the site to <br />Z °C <br />the satisfaction of the Engineer and County of <br />_ w� e- <br />San Joaquin. <br />4. <br />Erosion control measures shall be in place and <br />P�`_11 <br />ti <br />in accordance with the Erosion Control Plan for <br />0 Z <br />It <br />o <br />the entire period between October 15 and April <br />doe Bo: 01-841 <br />ti <br />15. <br />Dae.: Aug 27, 21002 <br />m <br />4 <br />By <br />5. <br />Inlets shall be inspected after each storm <br />VERTICAL FACE <br />event and properly maintained to assure that <br />N <br />sediment does not enter the storm drain <br />s <br />system. <br />-1 a 7 <br />6. <br />The Contractor shall implement all applicable <br />B t M <br />ANCHOFMIG DUM- <br />BoB®OMQ MAL <br />STRAW BALE SEDIMENT BARRIER <br />NOT TO SCALE <br />STRAW BALE PLACEMENT DETAIL <br />NOT TO SCALE <br />� CATCH BASIN <br />THREE LAYERS OF BURLAP <br />BAGS, ENDS OVERLAPPED, FILLED <br />WITH 1 1/2" TO 2" DRAIN ROCK <br />OVERLAP BAGS <br />ONTO CURB <br />14 <br />®, <br />s, <br />10 (ce) . -- — <br />S 2753'14" W 215.75" <br />EXISTM 15 -FT FWER-OPTC FASEMENT <br />�- LEAVE GAP OF ONE BAG IN <br />MIDDLE OF TOP ROW TO <br />3' SERVE AS SPILLWAY <br />INLET SEDIMENT BASIN <br />NOT TO SCALE <br />SUPPORT POSTS AT <br />10' O.C. MAX. � <br />SILT FENCE; <br />MI1RAF1 OR EQUAL <br />2' <br />EXISTING 3/4" DRAIN ROCK <br />GRADE � OR NATIVE SOIL <br />SLOPE <br />Y,>.t�-r <br />4.> MIN <br />�-- 4" MIN. <br />A SILT FENCE DETAIL <br />C.7 NOT TO SCALE <br />_ NOTES <br />1. <br />All graded areas and exposed soil affected by <br />-----_ <br />this project shall have erosion control <br />F.n (707)544-0866 <br />measures in place by October 15. Erosion <br />control materials and application shall be in <br />accordance with Section 20 of the ColTrons <br />I3-37-04 <br />Standard Specifications. <br />2. <br />The Contractor shall be responsible for <br />EO Qpoflissio <br />constant maintenance of erosion control <br />a <br />measures at all times during the construction <br />_- - <br />period to the satisfaction of the Engineer and <br />County of San Joaquin, <br />- T <br />3. <br />The Contractor shall be responsible for <br />clean-up of mud and debris carried onto <br />Q <br />surrounding properties, streets and roads as a <br />D <br />result of construction activity on the site to <br />Z °C <br />the satisfaction of the Engineer and County of <br />San Joaquin. <br />4. <br />Erosion control measures shall be in place and <br />O d <br />ti <br />in accordance with the Erosion Control Plan for <br />0 Z <br />It <br />o <br />the entire period between October 15 and April <br />doe Bo: 01-841 <br />ti <br />15. <br />Dae.: Aug 27, 21002 <br />m <br />Rewisiona <br />By <br />5. <br />Inlets shall be inspected after each storm <br />event and properly maintained to assure that <br />N <br />sediment does not enter the storm drain <br />s <br />system. <br />-1 a 7 <br />6. <br />The Contractor shall implement all applicable <br />B t M <br />es onagement Pr0CUCeS (BMPs) from the <br />California Storm Water Quality Best <br />Management Practices Handbook for <br />Construction Activities and the Storm Water <br />Pollution Prevention Plan Prepared for this <br />project. Additional BMPs may be required by <br />the City Engineer as necessary to minimize <br />d__ pollution of storm water runoff and the City <br />storm drain system. <br />t{ <br />I <br />I <br />I <br />I <br />1` I <br />20 0 20 <br />SCALE 1" <br />LEGEND <br />xx m — <br />-FF- <br />40 60 <br />20' <br />NEW ASPHALT CONCRETE PAVEMENT <br />NEW PCC PAD OR SIDEWALK <br />EXISTING CONTOUR <br />PROPOSED CONTOUR <br />BUILDING SETBACK LINE <br />EXISTING SANITARY SEWER <br />EXISTING GAS MAIN <br />EXISTING WATER LINE <br />EXISTING STORM DRAIN <br />NEW FIRE WATER <br />NEW STORM DRAIN PIPE <br />NEIN SANITARY SEWER PIPE <br />LEASE LINE <br />DR <br />ENGINEERING <br />US SI Avenin <br />I <br />S. Rau C4 95404 <br />TOL (707)544-0784 <br />F.n (707)544-0866 <br />© OW^K 2002 <br />�gFp,OFESStp� <br />o. 30836 <br />I3-37-04 <br />CIVIL �P <br />ar CAt14 oz <br />EO Qpoflissio <br />yp s. So <br />a <br />Bo. 30898 <br />F1,3J InY <br />'da CIVIL c <br />9TF a� <br />CAL�FO�'= <br />J <br />Q <br />LL <br />Vl <br />Q <br />D <br />0 <br />Z °C <br />_Ja <br />0 Z <br />O 0 <br />U = Z <br />O d <br />U) <br />O <br />0 <br />0 Z <br />It <br />W Z ai <br />doe Bo: 01-841 <br />Dram Sr WJK <br />Ch. By: DS <br />Dae.: Aug 27, 21002 <br />Rewisiona <br />By <br />II 14Y <br />C� <br />-1 a 7 <br />