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05006; EC2021-0002EXISTING PERIMETER WALL— OAF FA Iva PA /1620 PENN PON PA/zEffin a Iml Will No PA A SEA 0 MON Ado ® SO I rAwl".1", I I A FA i IVA 39 140 141 142 1 43 EXISTING PERIMETER N (OTRACK-OUT 7© 31 LOT 'N' I LOT 10' EXISTING PERIMETER WALL PREPARED FOR: BeRoHOMON,vffee' ' Z�" SOUTH COAST /INLAND EMPIRE DIVISION 2280 WARDLOW CIRCLE, SUITE 100 CORONA, CALIFORNIA 92880 (951)272-9000 NO. INIT.IAPPVDj DATE I REVISIONS Stake B / (See roless 6. ] s ,z) LEGEND BASIS OF BEARINGS: TT'S THE LAW Slake A — Slope direction Direction of fine Fabric :ectim A CALL AT LEAST TWO THE BEARINGS SHOWN HEREON ARE BASED ON THE GRID DIAL BEFORE a WORKING DAYS PRIOR BEARING "N61VI5'06"W BETWEEN NATIONAL GEODETIC SURVEY YOU DIG! (s.. of. e) F>S TO EXCAVATING HORIZONTAL CONTROL STATIONS "TMA(" AND "COTD" AS PER END STAKE DETAIL (TOP VIEW) STAPLE DETAIL THE NATIONAL GEODETIC SURVEY DATA SHEETS (TW) ( 1-800-227-2600 - B EGROUND SERVICE ALERT BENCHMARK: OF SOUTHERN CALIFORNIA BENCHMARK No. 99 CITY OF INDIO 1/e' DIA.�I1(�q-711II,4. sli/EL WIRE FD RAILROAD SPIKE IN SE SIDE OF PP p950931D 0 BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE NW COR OF MONROE & BOTH LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UTILITY ELEVATION: 499.71 UNDEGROUND SERVICE ALERT AT 1-800-227-2600 BEST MANAGEMENT PRACTICES (BMP) IDENTIFICATION THE FOLLOWING Bli MUST BE EQUIVALENT TO CALIFORNIA STORMWATER QUALITY ASSOCIATION'S "STORMWATER BEST MANAGEMENT PRACTICE HANDBOOK - CONSTRUCTION", JANUARY 2010. 1. EROSION CONTROL A EC -1, SCHEDULING B. ED -5, SOIL BINDERS 2. SEDIMENT CONTROL A. SE -i, SILT FENCE B. SE -5, FIBER ROLLS G SE -7, STREET SWEEPING AND VACUUMING 3. NON -STORM WATER MANAGEMENT A. NS -1 WATER CONSERVATION PRACTICES B. NS -6, ILLICIT CONNECTIOWDISCHARGE C. N", VEHICLE AND EQUIPMENT CLEANING D. NS -12, CONCRETE CURING E. NS -13, CONCRETE FINISHING 4. WIND EROSION CONTROL A. WE -1, WIND EROSION CONTROL 5. WASTE MANAGEMENT AND MATERIALS POLLUTION CONTROL A WM-1, MATERIAL DELIVERY AND STORAGE B. WM-2, MATERIAL USE C. Vill SPILL PREVENTION AND CONTROL D. WM-5, SOLID WASTE MANAGEMENT E. WM-6, HAZARDOUS WASTE MANAGEMENT F. WM-8, CONCRETE WASTE MANAGEMENT G. WM-9, SANITARYSEPTIC WASTE MANAGEMENT x 4.cs E«er a, tt 9UQ tde v^la4mel aurae .e x vnL �y r�r f L lD oRes., � •1"ce v a 1 ?; z 9LsQe fa "IIIIIIiIIIiiM i SITE ,. WNITY MAP NTS PROJECT DATA (SEE ATTACHED PLAN ALSO) DATE: 01/27/05 PROJECT NAME: TRACT 31874-1. 31874 - CARMELA STREET ADDRESS/ SITE LOCATION: NW CCR MONROE STFET At AVENUE 53, LA OUINTA ADJOINING PROPERTY INFO (FOR SENSITVTY, TYP, WINDS BLOW N.W. TO S.E.) EASTERLY VACANT SOUTHEASTERLY VACANT SOUTHERLY MADISON COUNTRY CLUB GOLF COURSE COMMUNITY SOUTHWESTERLY MADISON COUNTRY CLUB GOLF COURSE COMMUNITY WESTERLY MADISON COUNTRY CLUB GOLF COURSE COMMUNITY NORTHWESTERLY RESIDENTIAL NORTHERLY RESIDENTIAL NORTHEASTERLY VACANT, CURRENT LAND USAGE. AGRICULTURE PROP SED LAND USAGE: pFCIDCNTI& LOT: 1-7. 39-44. 49 & 50 TRACT/PM: 31874-1 LOT, 1 4 - LOT: 22-47 TRACT/PM: 31874-2 LAND USE PERMIT NO. _ A.P.N. 787-200-011 PARCEL SIZE 11.5 ACRES 590.218 QFT. EARTHWORK QUANTITIES ESTIMATE (BALANCED SITE PREFERRED) TOTAL AREA TO BE DISTURBED 10,9 ACRES ¢9AN-SO.FT STRIPPING & SUBSIDENCE LOSSES (TYPAEV X AREA/27CF./CY.) L C.Y. RAW CUT VOLUME: 410 Y. CUT AFTER SHRINKAGE: O_C.Y. RAW RLL VOLUME: C.Y. IMPORT AFTER SHRINKAGE:_Q,C.Y. COMPACTED RLL VOLUME: 410 C.Y. RAW EXPORT VOLUME: C.Y. COMPACTED EXPORT VOL C.Y. (SEE HAUL ROUTE DETAIL ON ATTACHED PLAN IF ANY IMPORT OR EXPORT, EXCEPT TRASH) DOUBLE ROWS OF GRAVEL BAGS - 2' HIGH TOP OF CATCH BASIN W/ MANHOLE BLOCK CATCH BASIN OPENING W/ DOUBLE ROW OF GRAVEL BAGS SIDE OPENING CATCH BASIN �--GRAVEL BAGS AT BASE PERIMETER 2 BAGS HIGH ABOVE PARKWAY SURFACE (OMIT ONE BAG ON THE TOP ROW FOR INFLOW) SECTION PLAN STORM DRAIN INLET PROTECTION SE -10 b cold nes (See ie Q Fabric 2- X 2" Wood stake See t 3 k 5) Tae of slap• Slob. TO JACKSON ST. See i lA W w2 Q O F. SECTION A—A CONSTRUCTION NOTES 1a INSTALL RIBBED WHEEL SHAKER AS STABILIZED CONSTRUCTION ACCESS ® INSTALL SILT FENCE PER DETAIL HEREON ® INSTALL CONCRETE WASHOUT BASIN PER DETAIL HEREON ® INSTALL CHECK DAMS FOR CATCH BASINS PER DETAIL HEREON NER'S SEAL PREPARED UNDER THE SUPERVISION OF: ROFESS/pyq� yc N0. C42723 7 PITs m RO J. K 6��- DA EXP, 3-31-22 F + IL R.C.E. No. 42723, EXP. 03 / 31/ 22 P Op CAO ORa\ DRAWNBY: NECKED BY: ATE: HdCH RJO 11/11/2020 Sill l.nca fabric DETAIL A wood Stable PHB & ASSOCIATES, INC. CIVIL ENGINEERING -SURVEYING -LAND PLANNING 1620 SOUTH GRAND AVENUE GLENDORA CALIFORNIA 91740 (626) 914-6256/FAX (626) 914-5756 �Fabrm teB 6. E Stake B / (See roless 6. ] s ,z) LEGEND MIN MIN ped Tambackfill Slake A — Slope direction Direction of fine Fabric :ectim A (See notes 6. ] A 12) JOINING SECTION DETAIL (TOP VIEW) 1' a nn w d stake Fabric (Sea to 3) 1A16 1/16Be (s.. of. e) F>S AKE T 2' END STAKE DETAIL (TOP VIEW) STAPLE DETAIL (SEE NOTE 9) all stake (See old 2) EROSION CONTROL NOTES 1. ANY SLOPED WITH DISTURBED SOILS OR DENUDED OF VEGETATION MUST BE STABILIZED SO AS TO INHIBIT EROSION BY WIND AND WATER. 2. SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICLE TRAFFIC. THI CONSTRUCTION ENTRANCE ROADWAYS MUST STABILIZED SO AS TO INHIBIT SEDIMENTS FROM BEING DEPOSITED INTO PUBLIC WAY. ACCIDENTAL DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR OTHER MEANS. 3. CONSTRUCTION SITES SHALL BE MAINTAINED BY IMPLEMENTATION OF BEST MANAGEMENT PRACTICES (BMPS) IN SUCH MANNER THAT POLLUTANTS ARE NOT DISCHARGED FROM THE SITE TO THE MAXIMUM EXTENT PRACTICABLE. 4. ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE "RETAINED" ON SITE AND MAY NOT BE TRANSPORTED FROM THE SITE VIA SHEET FLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE OR WIND. 5. STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST BE PROTECTED FROM BEING TRANSPORTED FROM THE SITE BY FORCES OF WIND AND WATER 6. FUELS, OILS, SOLVENTS AND OTHER TOXIC MATERIALS MUST BE STORED IN ACCORDANCE WITH THEIR LISTING AND ARE NOT TO CONTAMINATE THE SOILS AND SURFACE WATERS ALL APPROVED STORAGE CONTAINERS ARE TO BE PROTECTED FROM THE WEATHER. SPILLS MUST BE CLEANED UP IMMEDIATELY AND DISPOSED IN A PROPER MANNER. SPILLS MAY NOT BE WASHED INTO DRAINAGE SYSTEM. 7. EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC RIGHT OF WAY OR ANY OTHER DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN CONCRETE WASTES ON SITE UNTIL THEY CAN DISPOSED OF AS SOLID WASTE. 8. ALL NON-STORMWATER DISCHARGES, UNLESS EXCEPTED OR AUTHORIZED BY AN NPDES PERMIT REQUIRED PRIOR APPROVAL BY THE STATE WATER RESOURCES CONTROL BOARD. 9. TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND. INDIVIDUAL QUALIFIED FOR E.C. INSPECTIONS NAME: JEFF WALTON COMPANY: DR HORTON LOS ANGELES HOLDING COMPANY PHONE: 951-739-5433 Com. s SIGNATURE OWNER'S CERTIFICATE I CERTIFY THAT I HAVE READ THIS EROSION CONTROL PLAN AND UNDERSTAND THAT I AM RESPONSIBLE FOR THE COMPLIANCE OF THIS PROJECT TO THE EROSION CONTROL PROVISIONS NOTED OR REFERENCED HEREIN. AS THE AUTHORIZED RESPONSIBLE PERSON FOR THIS PROJECT I WILL RESPOND TO EROSION CONTROL COMPLAINTS WITHIN THE 1 HOUR LIMIT. I UNDERSTAND THAT EROSION CONTROL IS REQUIRED 24 HOURS PER DAY, 7 DAYS PER WEEK, FROM THE DATE THAT THE PROJECT IS FIRST DISTURBED IN ANY WAY FROM THE NATURAL VEGETATED CONDITION, AND CONTINUE UNTIL THE TIME THAT THE PROJECT SITE AND ALL IMPROVEMENTS ARE COMPLETED AND THE PROJECT SITE IS ACCEPTABLY RE -VEGETATED AND PAVED. DR HORTON LOS ANGELES HOLDING COMPANY, A DELAWARE CORPORATION. BY: ✓ M NAME: VICKI GULLION ITS: ASSISTANT SECRETARY End stake « nl elope End stake—/Sondbogs (2-1oyal, high) a END DETAIL OPTIONAL MAINTENANCE OPENING DETAIL (SEE NOTE 11) SILT FENCE SE APPROVED BY: CITY OF LA QUINTA L� BRYAW McKINNEY, PE--- DATE PUBLIC WORKS DIRECTOR/CITY ENGINEER R.C.E. NO. 49418 EXP. 9-30-22 Concrete Waste Management Wm -8 MIN MIN AKE (TW) 8 - B 1/e' DIA.�I1(�q-711II,4. sli/EL WIRE • �-1 STAPLE OETAIL STRAW BALE 10 M1 (T)IP) PLYWDDD KAS G LINING PI AN SIA' % 24" OTT 3T CA—LE PAINTED WHITE TYPE "ABOVE GRADE" WTH STRAW BALES B1,ACK LETTERS TAAH a66��ggHE�IInGnHT SCREWSG 3' WODOE POST %3-%9' 3' Wi CONSIGN DETAIL (OR EQUIVALENT) STAKES'''777 (2 PEN BALE) I 10 MIL BINDING WIRE/ PLASTIC LINING RAW BALE imuueeromplewry ewwm h W>'u.'pnxlp NATrvE MATERIAL MEAL STAKES (OPTIMAL) (2 PER RALE) 1. ACTUAL LAYOUT DETERMINED IN HELD. SECTION zCONCRETE WASHOUT NOT TO SCALE SALMTLUD IHN 30 FT. OF THE TEMPORARY CONCRETE WASHOUT FAOUTY. 'a, zolz cxllNmu yo,mwazw env HntlLwt 7,47 c�„rvamon . . nae.ary WDID; 7 33C392155 CITY OF LA OUINTA SHEET NO. EROSION CONTROL PLAN 1 OF SITE ADDRESS: NW COR MONROE STREET AND AVENUE 53 FILE: A.P.N.: 767-200-011 TRACT MAP # 31874 31874-1 SDP 2004-073 LOCATED IN THE S.E. 1/4 OF THE N.E. 1/4 OF SEC 10 T6S R7E SBBM DRAWING NO: FOR: THE ESTATES AT CARMELA