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/ EROSION & SEDIMENT CONTROL NOTES GUTTER CURB <br /> 1. Notice of Intent (NOI) for State General NPDES Construction Permit is required prior to site work. <br /> \ / Clearing_& Grubbing Phase: <br /> / 2. Contractor to comply with clearing and dust control notes found on Grading Plan. 18" x 24" BURLAP FLOW OF WATER <br /> \ \ / 3. Contractor to remove any sedimentation deposited on existing paved roadways prior to leaving the site, if GRAVEL BAGS <br /> \� possible, and in all cases within 24 hours. 10' WIDE. SPILLWAY LEGEND <br /> \ Rough Grading and Construction Phase (through installation of curb, gutter & sidewalk): <br /> \ SE-4 CHECK DAM — GRAVEL BAGS <br /> 4. Contractor to limit access to site to location as shown and provide a 15' wide by 50' long aggregate entry <br /> �1 <br /> \ \ adjacent to existing paved roadway. Construction site access to be inspected weekly & maintained weekly. CURB <br /> \ Contractor is responsible for maintaining existing paved roadway at the entry clear of soils, construction SE-5 FIBER ROLLS <br /> \\ machinery and construction equipment unless approved by the County Inspector. "3 SE-10 STORM DRAIN INLET PROTECTION <br /> \\ 18" x 24" BURLAP FLOW OF WATER <br /> \ \ \ GRAVEL BAGS OTC-1 STABILIZED CONSTRUCTION ENTRANCE/EXIT <br /> \ Final Phase (after installation of curb. gutter & sidewalk) <br /> 5. WIDE. O5 WM-8 CONCRETE WASTE MANAGEMENT <br /> \ 5. Install 9" diameter straw wattles along all back of walks and back of curbs. SPILLWAY <br /> \ \ \ 6_ Prior to October Ist, (or threat of major rain Prior to that date) Contractor shall place "rock bags" (12"x16"± <br /> \ \ and 15 lbs± of I" rock) in gutter pans at 200 -300' intervals to isolate any sediment. Sediment to be removed <br /> weekly (or sooner, if a large accumulation occurs or another storm is predicted). PLAN VIEW <br /> 7. Contractor to inspect site after first significant rainfall and maintain straw wattles", where necessary and NOTES: <br /> remove accumulated silt along back of walk at location where erosion has occured and sediment has gathered.\ 1) FILL BAGS 1/2 FULL W/1-1/2" DRAIN ROCK. FOLD REMAINING\ 8. All implemented measures shall be maintained weekly (or sooner, depending on need) throughout the rainy <br /> \ season (October 1st thru April 15th). PORTION OF BAG UNDER GRAVEL BAG AND PLACE FOLD SIDE DOWN <br /> \\ 9. Storm Water Pollution Prevention Plan (SWPPP) to be done by others and remain onsite during construction. FIRMLY AGAINST CURB AND/OR GRAVEL BAG <br /> 10. Best Management Practices (BMP's) shown here are minimum requirements for satisfaction of San Joaquin County. 2) PLACE BAGS AT LEAST 1 BAG HIGH AT 50' O.C. <br /> E-5 GRAVEL BAG CHECK DAM <br /> INSTALLATION DETAIL NO SCALE <br /> SE- 4 <br /> SEDIMENTATION <br /> TRAP <br /> \ 18" x 24" BURLAP <br /> \ SECURE WITH WOOD GRAVEL BAGS <br /> S 5 0000 "STRAW WATTLES" (Typical) STAKES AT 10' <br /> 15x50 CONSTRUCTION \ n "ROCK BAGS" (Typical) SPACINGS, FOR FLAT <br /> ` ENTRANCE SEE DETAIL / /\/ 12"±x18"± — 15 Lbs± GRADES. SLOPES FLOW <br /> OF <br /> / \ / \\ STAKE AT 4' 1•-0• WATER <br /> / \ SPACINGS <br /> \ FLOW <br /> \ A ROLLED FIBER WATTLE OF <br /> —10 \ SEIVE SIZE SHALL WATER <br /> MEET FEDERAL <br /> \ \ GUIDELINES <br /> \V PLAN VIEW TRAP ENTATION <br /> \ /j\ ��Lilll III1111HF�I�I I Illlll�l �� FILL BAGS 1/2 FULL W/1-1/2" <br /> � F'11 —u � r DRAIN ROCK. FOLD REMAINING <br /> G / _ I PORTION OF BAG UNDER GRAVEL <br /> dl1T��III BAG AND PLACE FOLD SIDE <br /> DOWN FIRMLY AND/ORGRAVEL BAG <br /> T CURB <br /> ROLLED FIBER WATTLE <br /> �`��T `\ 2 INSTALLATION DETAIL NO SCALE TYPICAL INLET PROTECTION <br /> \ / / \ , : \ \ 3 INSTALLATION DETAIL NO SCALE <br /> / \ ` SE- 5 SE-10 <br /> DIVERSION RIDGE REQUIRED <br /> \ \ WHERE GRADE EXCEEDS 2% <br /> ~ \ \ <br /> \ \\ \ 2� GREATER <br /> \ \ <br /> \ \ \ CURB <br /> \ \ EXISTING SIDEWALK 6" 0f 34"—1 1 2" <br /> / \ PAVED ROADWAY SECTION / / <br /> \ ROLLED FIBER CRUSHED ROCK <br /> ORCHARD VIE COURT \ / \ \ \ \/ UNDERLAIN WITH WATTLE I �•�• (TYP MIN. ) <br /> \ � y. STABILIZATION 'I�—'f 3 REBAR <br /> 3 FABRIC: MIRAFI <br /> \ c 50OX OR EQUAL ••• <br /> O •' ti <br /> / \ AGGREGATE in <br /> \ / /, W a 8" THI K MIN. _ • n <br /> SE-10 <br /> DIVERSION RIDGE <br /> / \ DIVERT RUNOFF 301-0" MIN. I 18"X24" <br /> TO INLET PLAN VIEW <br /> / \ 131_401 HAYBALE (TYP) <br /> • // \\ NOTES: LOT HINGE POINT <br /> / / \ THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT PLAN <br /> \ / TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC—OF—WAY. THIS MAY <br /> REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY <br /> MEASURES USED TO TRAP SEDIMENT. <br /> CONSTRUCTION ENTRANCE/EXIT CONCRETE WASHOUT AREA <br /> 4 INSTALLATION DETAIL NO SCALE 5 INSTALLATION DETAIL No scALE <br /> TC- 1 WM-8 <br /> / <br /> / <br /> CONCRETE WASHOUT / <br /> AREA <br /> Q / <br /> Y <br /> QAOFESSIO <br /> COOK wFy <br /> '4 x <br /> Va' No. 6z� <br /> Exp. 06/30//30/07 <br /> OF CAY\F <br /> NN <br /> DRAWN BY: WE V <br /> ALBIN PARCELS <br /> / <br /> EROSION AND SEDIMENT CONTROL PLAN SCALE1 "=30' <br /> SCALE: 1'�0' <br /> / 4 F.S A4 COUNTY APPROVAL <br /> SE-5 �� ¢ • e ri PREPARED IN THE OFFICE OF: SHEET OF <br /> CAUTION!! NO. DESCRIPTION APPROVED BY DATE BAUMBACH & PIAZZA, INC. 3 7 <br /> / • CIVIL ENGINEERS i i <br /> DATE: /e_ t? a4 JOB N0. <br /> 323 WEST ELM STREET <br /> LODI, CALIFORNIA 95240 R.C.E. NO.: S$rft2. 04031 -1 <br /> ^' w DO NOT SCALE THIS '> DESIGDIEt3 UNf THIF SyPEP,.VIS OF: FILE N0. <br /> / / 'ww • 0�� DRAWING IF BAR DOES N <br /> NOT MEASURE 1 INCH. s v EXPDATE: (� _ A4 A <br /> DESIGN ENGINEER U ` <br /> S:\PRojEcrs\2004\04031-1\dwg\DQ3l-l-C3-EP.dwg 10/17/06 8:46am-ECREENLEE-XREFS: 04031-1 6c.dwg 24X36-SJC0.dwg 04031-1-1opo.dwg <br /> V <br /> n : 3 <br />