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HomeMy WebLinkAboutLot 13 Precise GradingGRADING NOTES: 1. ALL GRADING, EROSION & SEDIMENT CONTROL RELATED ACTIVITIES SHALL CONFORM TO THE TITLE 18 OF THE TEMECULA MUNICIPAL CODE, AND IF APPLICABLE, THE STATE WATER RESOURCES CONTROL BOARD (SWRCB) NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. 2. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY EARTH STRATA INC DATED AUGUST 11, 2010. J. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1 AND SHALL COMPLY WITH RECOMMENDATIONS OF THE SOILS REPORT. 4. STABILITY CALCULATIONS WITH A FACTOR -OF -SAFETY OF AT LEAST ONE AND FIVE TENTHS (1.50 SHALL BE SUBMITTED TO THE LAND DEVELOPMENT INSPECTOR BY A REGISTERED CIVIL ENGINEER, SOILS ENGINEER OR GEOLOGIST FOR CUT AND FILL SLOPES OVER THIRTY FEET (30) IN VERTICAL HEIGHT. 5. PROVIDE, AS APPLICABLE, CONCRETE BROW DITHES TO CONVEY 100-YEAR STORM FLOWS OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES OVER THREE FEET (3) IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES 6. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO A PRE -CONSTRUCTION MEETING AND COMMENCEMENT OF ANY CONSTRUCTION/GRADING ACTIVITY. 7. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION AT ALL TIMM£S NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 8. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING GRADING OPERATIONS. 9. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF SLOPE RATION EXCEEDS 5:1 AND IS GREATER THAT FIVE FEET (5), THE TERRAIN MUST BE KEYED AND BENCHED INTO EITHER BEDROCK OR NATIVE SOIL WITH EIGHTY FIVE PERCENT (85%) WATER SATURATION. 10. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, SOILS ENGINEER, OR GEOLOGIST WHO SHALL SUBMIT TO THE LAND DEVELOPMENT INSPECTOR TWO (2) SETS OF WRITTEN CERTIFICATION THAT ALL FILLS OVER ONE FOOT (1) IN DEPTH HAVE BEEN PROPERLY PLACED. 11. THE CONTRACTOR SHALL N077FY THE LAND DEVELOPMENT INSPECTION DIVISION (951)-308-6395 AT LEAST 48 HOURS IN ADVANCE REQUESTING ROUGH FLAT GRADE AND DRAINAGE INSPECTIONS THIS INSPECTION MUSR BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT 12. PRIOR TO RELEASE OF BUILDING PERMIT, A REGISTERED CIVIL ENGINEER OR LICENSED LAD SURVEYOR SHALL SUBMIT TO THE LAND DEVELOPMENT INSPECTOR TWO (2) SETS OF WRITTEN FINAL PAD ELEVA77ONS CERTIFICATON TO INCLUDE A STATEMENT THAT THE PAD ELEVATION IS IN CONFORMANCE WITH THE APPROVED GRADING PLAN. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVA77ON AND LOCATION OF CUT/FILL SLOPES 13. PRIOR TO RELEASE OF A BUILDING PERMIT, A REGISTERED SOILS/GEOT£CHNICAL ENGINEER SHALL SUBMIT TO THE LAND DEVELOPMENT INSPECTOR TWO (2) SETS OF WRITTEN FINAL PAD COMPACTION CERTIFICA7ON TO INCLUDE A STATEMENT THAT THE GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATION OF THE PRELIMINARY SOILS REPORT. 14. POST GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALL WHERE APPLICABLE, GROUND COVER, 7REES SHRUBS, OR A COMBINATION THEREOF IN ACCORDANCE IWHT THE TEMECULA MUUNICIPAL CODE PRIOR TO THE APPROVAL OF FINAL INSPECTION SLOPES OVER FOUR (4) FEET IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. GENERAL NOTES 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT EDITION OF THE iMPROVEMENT sTANDARD dRAWINGS AND SUBSEQUENT AMENDMENTS. 2. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGEN75 DOES NOT RELIEVE THE APPLICANT AND ENGINEER OF RECORD FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMMISSIONS DISCOVERED DURING CONSTRUCTION. 3. ANY CONSTRUCTION CHANGE MUST BE FIRST SUBMITTED TO THE CITY AS A REDLINE REVISION FOR REVIEW AND APPROVAL PRIOR TOO IMPLEMENTING THE CHANGE IN THE FIELD. 4. THE PERIMETER MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A PUBLIC RIGHT-OF-WAY. 5. A PERMITTEE SHALL SCHEDULE A PRE -CONSTRUCTION MEETING TWO (2) WORK DAYS PRIOR TO BEGINNING CONSTRUCTION. 6. CITY ORDINANCE 94-25 STATES THAT NO PERSON SHALL ENGAGE IN OR CONDUCT CONSTRUCTION ACTIVITY, WHEN THE CONSTRUCTION SITE IS WITHIN ONE -QUARTER r14) OF A MILE OF AN OCCUPIED RESIDENCE, BETWEEN THE HOURS OF 6:30 P.M. AND &JO A.M., MONDAY THROUGH FRIDAY AND SHALL ONLY ENGAGE IN OR CONDUCT CONSTRUCTION ACTIVITY BETWEEN THE HOURS OF 7: A.M. AND &JO P.M. ON SATURDAY. FURTHER NO CONSTRUC7ON ACTIVITY SHALL BE UNDERTAKEN ON SUNDAY AND NATIONALLY RECOGNIZED HOLIDAYS 7. THE ISSUANCE OF A PERMIT BY THE CITY DOES NOT IMPLY OR PROVIDE AND CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF STATE OR FEDERAL ENDAGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE PERMITTEE IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCE OR GRADING. 8. EMERGENCY TELEPHONE NUMBERS (ANSWERING MACHINE IS NOT ACCEPTABLEO. JIM MARGIOTTA __ ___-_-ABC CHILDCARE ___ (760) 594-0784 (RESPONSIBLE PERSON/DEVELOPER) COMPANY (24 HR PHONE -NUMBER) (RESPONSIBLE PERSON/DEVELOPER) COMPANY (24 HR PHONE -NUMBER) 9. THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS OUTLINED IN THE EROSION AND SEDIMENT CONTROL NOTES THROUGHT THE DURATION OF THE PROJECT, INCLUDING THE STATE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES. 11. DUST SHALL BE CONTROLLED TO COMPLEY WITH SOUTH COAST AIR QUALITY MANAGEMENT DISTRICTS (SCAQMAD) RULE 403, INCLUDING METHODS APPROVED BY THE CITY ENGINEER. 12 A RESPONSE TO A REQUEST FOR OCCUPANCY SHALL BE PROVIDED NO LESS THAN THREE (3) BUSINESS DAYS FOR THE RECEIPT OF THE OCCUPANCY RELEASE FORM. 13. FOR ALL OTHER SPECIFIC REQUIREMENTS, GRADING OR EROSION AND SEDIMENT CONTROL N07ES PLEASE SEE SEPARATE NOTES. 14. PROVIDE SURVEY CUTS SHEETS TO 7HE CITY ENGINEER OR HIS/HER REPRESENTA77VE UPON REQUEST. • .TOLL FREE y �!p Iti 800 WORKING227-6000 TWO •- YOU CONSTRUCTION RECORD •• Contractor Inspector Date Completed REVISIONS I DATE I ACC'D SHTS 2 & 3 11001 EROSION & SEDIMENT CONTROL NOTES c1__,']&1ADtNG & EROSION CONTROL PLAN 42605 MUSILEK PLACE, TEMECULA CA, 92592 A.P.N. 965-220-018 1. THESE NOTES ARE COMPREHENSIVE AND SHOULD BE APPLIED ACCORDING TO SITE-SPECFIIC CONDITIONS YEAR-ROUND L 0 T 13 T M 2 6 9 41 POLLUTION PREVENTION MEASURES, ALSO KNOWN AS BEST MANAGEMENT PRACTICES (BMP S), MUST BE INSTALLED PRIOR TO ANY FIELD ACTIVITIES ADDTIONAL EROSION PREVENTION AND SEDIMENT CONTROLS MUST BE INSTALLED AND MAINATIN£D PRIOR TO AND THROUGHOUT EACH RAINY SEASON. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR EROSION AND SEDIMENT CONTROLS THROUGHOUT THE DURATION OF THE PROJECT FOR ALL CLEARING, DISKING, GRADING, EXCAVATIONS AND STOCKPILING ACTIVITIES, AND ON ALL EXPOSED SLOPES AND INACTIVE PADS, THROUGHOUT THE ENTIRE SITE. THE DEVELOPER/CONTRACTOR IS ALSO RESPONSIBLE FOR ANY DISCHARGES FROM SUBCONTRACTORS. 2. STORM WATER RUNOFF SHALL BE FILTERED PRIOR TO DISCHARGING FRFOM A SITE OR TO PRIVATE OR PUBLIC STORM WATER, CONVEYANCE SYSTEM (NATURAL WATERCOURSES, STREETS, FLOW -LINES, INLETS OUTLETS, ETC.). ALL NON -PERMITTED DISCHARGES ARE PROHIBITED FROM ENTERING ANY STORM WATER CONVEYANCE SYSTEM YEAR ROUND. 3. IF THE PROJECT WILL DISTURB, EXPOSE OR STOCKPILE ONE (1) ACRE OR MORE OF SOIL, THE SITE MUST BE COVERED UNDER THE STATE GENERAL CONSTRUCTION PERMIT A WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER SHALL BE PROVIDED TO THE CITY PRIOR TO ISSUANCE OF A GRADING PERMIT, AND A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE IMPLEMENTED THROUGHOUT THE DURATION OF THE PROJECT. THE SWPPP SHALL BE READILY AVAILALBLE TO CITY AND STATE INSPECTORS AND UPDATED TO REFLECT CURRENT SITE CONDITIONS DURING CONSTRUCTION THE CONSTRUCTION PERMIT CAN BE DOWNLOADED AT www.woterboards.co.gov/water_issues/programs /stormwoter. THE SWPPP TEMPLATE CAN BE DOWNLOADED AT www. cobmphondbooks. com/construction. 4. ADDITIONAL EROSION AND SEDIMENT CONTROL MATRIALS SHALL BE STOCKPILED AT VARIOUS LOCATIONS THROUGHOUT THE SITE FOR IMMEDIATE IMPLEMENTA77ON WITHIN SEVEN (7) DAYS PRIOR TO ANY FORECASTED RAIN. THE DEVELOPEETN/CONTRACTOR SHALL MAKE AVAILABLE EQUIPMENT AND WORKERS FOR EMERGENCY WORK TO PROTECT THE SITE. 5. PERIMETER PROTECTIVE MUST BEINSTALLED PRIOR TO ANY CLEARING ACTIVITIES CLEARING SHALL BE LIMITED TO AREAS THAT WILL BE IMMEDIATELY GRADED OR DISTURBED. A COMBINA7ON OF EROSION AND SEDIMENT CONTROLS SHALL BE IMPLEMENTED IN AREAS THAT HAVE BEEN CLEARED. ALL DISTURBED AREAS OF AN INACTIVE SITE, AS DESCRIBED IN SU6ART7CLE 6.3(8) OF THE GRADING MANUAL SHALL ALSO BE PROTECTED. 6. ALL EROSION AND SEDIMENT CONTROLS SHALL BE INSPECTED, RESTORED, REPAIRED OR MODIFIED YEAR-ROUND THROUGHOUT THE SITE TO PROTECT PERIMETER, ADJACENT PROPERTIES, ENVIRONMENTALLY SENSITIVE AREAS, AND ALL PRIVATE AND PUBLIC STORM WATER CONVEYANCE SYSTEMS. IF ANY EROSION OR SEDIMENT CONTROLS FAIL DURING ANY RAIN EVENT MORE EFFECTIVE ONES WILL BE REQUIRED IN THEIR PLACE. 7. EROSION CONTROLS SHALL INCLUDE, BUT ARE LIMITED TO, APPLYING AND ESTABLISHING VEGETATIVE COVER, WOOD MULCH, STAPLED OR PINNED BLANKETS (STRAW, COCONUT OR OTHER), PLASTIC SHEETING (MINIMUM 10-MIL), POLYPROPYLENE MATS, SPRAY -ON CONTROLS TO ALL DISTURBED AREAS, OR OTHER MEASURES APPROVED BY THE CITY ENGINEER. JUTE NETTING SHALL NOT BE USED AS A STAND-ALONE EROSION CONTROL. FOR SLOPES GREATER THAN 4:1, PROVIDE FIBER ROLLS AND EITHER A BONDED FIBER MATRIX PRODUCT APPLIED TO A RATE OF 3500 LB/ACRE OR A STABILIZED FIBER MATRIX PRODUCT APPLIED TO A RATE OF 10 GAL/ACRE. THE CITY MAY APPROVE DIFFERENT APPLICATION RATES FOR SLOPES LESS THAN 4:1. 8. SEDIMENT CONTROLS SHALL INCLUDE, BUT ARE NOT LIMITED TO, DISILTING BASINS, GRADED BERMS, FIBER ROLLS, SILT FENCES, GRAVEL BAGS CHEVRONS (FILLED WITH MINIMUM J _ GRAVEL), CHECK DAMS, DRAINAGE INLET RPOTECTION, ETC. FIBER ROLLS SHALL BE INSTALLED IN 15 FOOT (15) INCREMENTS MEASURED ALONG ON 7HE FACE OF THE SLOPE. SILT FENCE SHALL BE INSTALLED ALONG INTERIOR STREETS AND COMBINED WITH GRAVEL -BAG OR SILT FENCE CHEVRNS INSIDE THE SIDEWALK RIGHT-OF-WAY OR BACKOF CURBS. 9. ALL ONSITE AND OFFSITE FLOW LINES (V-DITCHES, BROW -DITCHES, TERRACE DRAINS, RIBBON GUTTERS, CURB GUTTERS, ETC) STORM WATER CONVEYANCE SYSTEMS, CHECK DAMS, CHEVRONS, SILT FENCES AND DESILTING BASINS SHALL BE FREE OF SEDIMENT, CONSTRUCTION MATERIALS, WASTE, MISCELLANEOUS DEBRIS, AND DETERIORATED EROSION AND SEDIMENT CONTROLS YEAR-ROUND. 10. CONSTRUCTION WASTE AND MISCELLANEOUS DEBRIS SHALL BE PLACED IN WATER -TIGHT BINS. WIRE MESH RECEPTACLES WILL NOT BE ALLOWED. WASH -OUT STATIONS SHALL BE PROVIDED FOR CONCRETE, PAINTS, STUCCO, AND OTHER LIQUID WASTE SHALL BE LINED WITH PLAS77C AND LOCATED AWAY FROM STREETS SIDEWALKS, RIGHT-OF-WAYS AND FLOW -LINES, ETC. PRIOR TO ANY FORECASTED RAIN, BINS AND WASH -OUTS SHALL BE COVERED WITH A LID OR PLAS77C TARP. 11. CONSTRUCTON ACCESS POINTS SHALL BE STABILIZED WITH A COMBINATION OF ROCK AND SHAKER PLATES YEAR-ROUND TO PREVENT ]RACK -OUT. INTERIOR ACCESS POINTS (ALL PROPOSED DRIVEWAYS, MATERIAL STORAGE AND STAGING AREA ENTRANCE/EXIT ETC.) SHALL ALSO BE PROTECTED WITH ROCK TO PREVENT TRACK -OUT ONTO INTERIOR STREETS. ROUTINE STREET SWEEPING SHALL BE PERFORMED ON ALL PAVED STREET WHERE TRACKING IS OBSERVED. VACUUM SWEEPERS SHALL BE USED WHEN STREET SWEEPING BECOMES INEFFECTIVE. CONTROLLED STREET WASHING WILL ONLY BE ALLOWED PRIOR TO THE APPLICATION OF ASPHALT SEAL COATS AND ONLY WHEN ALL PERTINENT DRAINAGE INLETS ARE PROTECTED. 12. DESILTING BASINS SHALL BE SIZED ACCORDING TO THE STATE GENERAL CONSTRUCTION PERMIT (i600 CUBIC FEET OF STORAGE PER ACRE OF DISTURBED SITE), EVEN IF THE SITE DOES NOT REQUIRED COVERAGE UNDER THIS PERMIT. WATER SHALL BE FILTERED AND DRAINED FROM BASINS WITHIN 72 HOURS. 13. STORM WATER RUNOFF SHALL NOT BE DIRECTED OVER ANY SLOPES WITHOUT PERMANENT DOWN DRAINS INSTALLED. EROSION AND SEDIMENT CONTROLS ARE REQUIRED ON ALL EXPOSED SLOPES UNTIL SUFFICIENT PERMANENT LANDSCAPING HAS BEEN ESTABLISHED. 100Z SLOPE PRO7ECTIONS MUST BE IN PLACE PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 14. MATERIAL STORAGE AND STAGING AREAS SHALL BE ESTABLISHED. FUEL TANKS, PORTABLE TOILETS, LIQUIDS, GELS AND POWDERS SHALL BE STORED AWAY FROM ALL PRIVATE/PUBLIC STORM WATER CONVEYANCE SYSTEMS, SIDEWALKS, RIGHT-OF-WAYS ANF FLOW -LINES AND SHALL HAVE SECONDARY CONTAINMENT. INACTIVE STOCKPILES OF SOIL SHALL BE COVERED AT ALL TIMES. ATCIV£ STOCKPILES SHALL BE COVERED PRIOR TO A FORECASTED RAIN. 15. ALL PROTABLE MIXERS SHALL HAVE PLASTIC LINERS UNDERNEATH WITH GRAVEL -BAGS PLACED ON THE DOWN -HILL SIDE OF THE LINERS TO CONTAIN DISCHARGES. 16. IMPOUNDED WATER SHALLL BE SECURED FROM THE PUBLIC. SIGNAGE INDICATING POUNDING WATER -DO -NOT -ENTER" SHALL BE POSTED. 17. NO OBSTRUCTION, OTHER THAN BMPS SHALL BE ALLOWED WITHIN ANY STORM WATER CONVEYANCE SYSTEM, UNLESS ALTERNATIVE DRAINAGE FACIL177ES HAVE BEEN APPROVED BY THE CITY ENGINEER. BENCHMARK SEE ABOVE APPLICANT/OWNER MR. JAMES MARGIOTTA 42605 MUSILEK PLACE TEMECULA CA, 92592 ENGINEER WILFREDO S.D. VENTURA VENTURA ENGINEERING, LLC 27315 JEFFERSON AVE, STE J-229 TEMECULA, CA. 92590 PHONE (951) 252-7632 FAX (951)346-5726 SOILS ENGINEER EARTH STRATA, INC. 26047 JEFFERSON AVE., STE C MURRIETA, CA. 92562 PHONE (951) 461-4028 FAX (951) 461-4058 ASSESSOR'S PARCEL NUMBERS AREA OF DISTURBANCE AREA = 34,560 S.F. 24 HOUR EMERGENCY CONTACT: OWNER PROPERTY AREA GROSS AREA=3.66 ACRES LEGAL DESCRIPTION LOT 13 OF TM 26941 MB 340/1 OF RIVERSIDE COUNTY RECORDS WASTE DISCHARGE IDENTIFICATION (WDID) # NOT APPLICABLE A.P.N. 965-220-018 SOURCE OF TOPOGRAPHY LD 06-130GR BY IW CONSULTING ENGINEERS EARTHWORK QUANTITIES CUT: 5,600 CY FILL: 5,600 CY OVEREXCAVATION: 1,290 CY QUANTITIES SHOWN ARE FOR PERMIT PURPOSES, BASED UPON DIFFERENCES IN EXISTING AND PROPOSED CONTOURS ONLY, AND DO NOT INCLUDE SUB - EXCAVATION, SHRINKAGE, SUBSIDENCE OR OTHER ADJUSTMENTS. THE GRADING CONTRACTOR SHALL VERIFY QUANTITIES FOR BID PURPOSES. -SOI�NGINEER°S CERTIFICATE: y� I "gt �s Ep A REGISI£REeD CIVIL ENGINEER OF THE S)A7E OF CALIFORNW, PRJk zF L =F" a, aa5w Sa IN THE FEt D OF APPLIED SOIL MECHANICS, HEREBY VERIFY THAT A SAMPLING An `UDY OF &F PREVELANT WITHIN T.H/S S17E WAS MADE BY ME OR UNDER MY Dtf `;TION ON ONE COMPLETE COPY OF THE GEOTECNNICAL ENGINEERING INVESTIGATION COMPILED FROM THIS STUDY, WITHIN MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THECRY ENGINEER. THESE GRADING PLANS HAVE BEEN REVIEWED BY ME OR UNDER MY DIRECTION AND CONFORM TO THE REC'OMMEN047IONS MAD£ W THE GEOTECHNLCAL ENGINEERING INVESTIGAITION MENTIONED ABOVE: R.C.E NO. f DA. If l »'•.. era•„ PROJECTED PLANE - 1 TO 1 MAX. FROM TOE OF SLOPE TO APPROVED GROUND COMPACTED FILL REM 4" 3'-01, 4„ HAT. GROUND CL BROW DITCH 2% MIN. 12" MIN- 15' MIN. •'d' KEY DEPTH I LOWEST BENCH (KEY) 3" CONCRETE OR 3" 2500 AIR PLACED CONCRETE W/ 6-X6" 1.4WX1.4W WELDED WIRE MESH V-DITCH/DOWNDRAIN DETAIL BENCH HT. 4' MIN. VARIES BENCH (TYP.) KEYING / BENCHING DETAIL NOT TO SCALE SCALE SEAL p`2CfESSIp,. Designed By F Drawn By Checked By FREDO S.D. VENA� 8 LTUR No. 66532 A� 6-30-�8 Exp. * �ar- IL PLA �Rf_ ED UNDER THE SUPEF r`'?�• ,- daf• , -""---- - WILFRF` ' "'NTUR" R.C.E. NO 66532 - - Expires 6/3ozis HORIZONTAL AS NOTED VERTICAL NA CTF NOT TO SCALE RECOMMEI'L; ',, DATE! ACCEPTED By, _.._....i�AT. r DIRECTOR AFC / CITY ENGINEER R,C,E, No.i . N T8S. R2W. SEC. 3 VICINITY MAP N.T.S. LEGEND FINISHED FLOOR ELEVATION F.F. FINISHED SURFACE FS HIGH POINT HP CURB FACE CF FLOW LINE FL TOP OF CURB TC PAD ELEVATION P.E. TOP OF WALL TW TOP OF FOOTING TF FINISH GROUND FG EDGE OF PAVEMENT EP CONSTRUCTION NOTES ITEM DESCRIPTION QUANTITY CONSTRUCT V-DITCH/DOWNDRAIN PER DETAIL HEREON 87 LF O CONSTRUCT GROUTED RIPRAP DISSIPATOR (SIZES PER PLAN) 3.7 C. Y. O CONSTRUCT PRIVATE 6" PVC CLASS 200 78 LF ® INSTALL GRAVEL BAGS/CHECK DAM - 2 BAGS HIGH PER DETAIL SHEET 3 830 LF O INSTALL SILT FENCE PER DETAIL SHEET 3 311 LF © CONSTRUCT 4" P.C.C. DRIVEWAY 1,517 S.F. HYDROSEED FOR SLOPES 11,125 SF ® BONDED FIBER MATRIX FOR PADS 19,100 SF Q STABILIZED CONSTRUCTION ENTRANCE/EXIT _PER SHEET 3 1,000 S.F. 10 INSTALL FIBER ROLL PER DETAIL SHEET 3 535 LF ABLE PROPOSED FINISH DAYLIGHT LINES GRADE - SLOPE PER PLAN 5' BERM 1 �•n� FILL EXISTING GROUND - I EARTHEN BERM DETAIL NOT TO SCALE ?-z CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS PRECISE GRADING & EROSION CONTROL PLAN 42605 MUSILEK PLACE, TEMECULA CA, 92592 A.P.N. 965-220-018 LOT 13 TM 26941 LD17-2870 LD10-050GR DRAWING NO. PG I SHEET 1 OF 3 CONSTRUCTION NOTES CONSTRUCT V—DITCHIDOWNDRAIN PER DETAIL HEREON CONSTRUCT RIPRAP DISSIPATOR (SIZES PER PLAN) CONSTRUCT PRIVATE 6- PVC CLASS 200 CONSTRUCT 4" P.C.C. DRIVEWAY DETAIL TF PT 1 DSO \ �Ar 0 Kr QR PROPOSED RET�NING WALL ...... ..... ....... 4&,5 .UNDER SEPARATE PEWIT .... . � ..... ........................... . ... 7-W 570 7T" 50.5 IAHAI� A PROPOSEDRETAINING WALL UNDER SEPARATE PERMIT TW Ain .0 TF 50.2 TF 50.3 PROPOSED fr WINE CELLAR PAD 50.8 PAD= 1250.8 D 50.8 FF= 125 1. J LIGHT CUT DAY R \ �� (\ �� EX 20' DWY . . . . ........ --z ---- - PROPERTY LINE N 88'06'40" E 5J6.81' 71' 7 ----- ------- BENCHMARK SCALE SEAL �ES3' Designed By Drciw�-! By Checked By LFREDO S.D. VENTUR : S FgINo.66532 HORIZONTAL PLANS PREPARED UNDER THE SUPERVISION OF SEE ABOVE AS NOTED 0 _1 4 Exp. _6-30-18 Date VERTICAL CIA WILFREDO VENTURA NA Or rfiLx R.C.E. NO 66532 Expires 6/30/12 II r / rJ r' l l LDI 7-2870 LD10-050GR DRAWING NO. RECOMMENDED BY V DATE: —it CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS PG-2 PRECISE GRADING PLAN ACCEPTED BY: AEG BUTLER 42605 MUSILEK PLACE, TEMECULA CA, 92592 DIRECTOR OF/PUBLIC WORKS/CITY ENGINELK A.P.N. 965-220-018 R.C.E. No. 47109 LOT13 TM 26941 SHEET 20F,3 TYPICAL GRAVELBAG DETAIL NOT TO SCALE FILTER FABRIC SILT FENCE DETAIL N.TS. N OTE: (AS RECOMMENDED BY THE FABRIC MANUFACTURER) POSTS1. SET A 6 INCH BY 6 INCH FABRIC TO THE FENCE. TRENCH UPSLOPE FROMD ALONGOF P• m uu�uE■ I■■ NJ NJ . 3. EXTEND THE FILTER FABRIC INTO THE 6" x 6" TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. GRAVEL BAGS TYR GRAVELBAG CHECKDAM NOT TO SCALE 4P� tk y D� y y y y v y y y y y y y y y y y y y y y FIBER ROLL y y y y y y y y 4 y y y y y y y y y P� y FRngTON CONTROL I.FC.ENTI I I / SILT FENCE GRAVEL BAGS GRAVEL CHECK DAMS STABILIZED CONSTRUCTION ENTRANCE ------ - HYROSEEDED SLOPE AREAS BONDED FIBER MATRIX PAD AREAS FIR FIBER ROLL \ y y y y y y y y q 9 9Pi O,r Fp A9 gtioseFlyF 1p,�ti� f y _ 20.�YFl 3lpp Ty INSTALL A FIBER ROLL NEAR OP 1 F F SLOPE WHERE IT TRANSITIONS °Fp INTO A STEEPER SLOPE ti NOTE: INSTALL FIBER ROLL ALONG A LEVEL CONTOUR 2' MIN, TYPICAL FIBER ROLL INSTALLATION _ 3' MAX. N.T.S. FIBER ROLL SLOPE 8" MIN. FpGF \ I/VARIES_ X \\IY/ \/ 3/4" X 3/4"WOOD STAKESMAX. 4' SPACING ENTRENCHMENT DETAIL N.T.S. �EAX, FINISHED GROUND SILT FENCE' " TYP. GRAVEL B4GS-1 TYR PROPOSED FINISHED SURFACE SECTION "A —A" SCALE: 1 "=20' I 21 W 0 O I/ ' y N it FILTER FABRIC 3" TO 6" COARSE AGGREGATE DETAIL STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE 0 GRAVEL BAGS IT FENCE TYR TYR 4' MIN 50' MIN. 5'X5' NO, 2 1 'OnIlrcn RIA H PROPOSED FINISHED SURFACE ti n �EX. FInw NISHED GROUND GROUTED RIPR4P SEE DETAIL HEREON SECTION "B—B" SCALE: 1 "=20' u T FENCE (TYP•)(�) _....nroN IINF ROLL (TYP.) @ 7 ROLL (TYP:)� SEEPAGE �� CONSTRUCTION NOTES ®'INSTALL GRAVEL BAGS/CHECK DAM — 2 BAGS HIGH PER DETAIL HEREOI ( INSTALL SILT FENCE PER DETAIL HEREON HYDROSEED FOR SLOPES BONDED FIBER MATRIX FOR PADS STABILIZED CONSTRUCTION ENTRANCE/EXIT PER DETAIL SHEET 3 INSTALL FIBER ROLL PER DETAIL HEREON FILTER FABRI 5' RIPRAP (GROUTED) 6" THICK—J CLASS 2 BASE RIPRAP DETAIL NDT TD SCALE MIN. CUTOFF WALL-4' DEEP LD 17-2870 LD 10— 050GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE SEAL pliCfESSI y 3 LFREDD S.D. VENTURA2. No. 66532 a s Exp. 6-30-18 * sT C\AL P °jF a �F�°' Designed By Drawn By Checked By � t RECOMMENDED BY: ,ift DATE: i i ijIn ACCEPTED BY: '� ATE: rf �,��, EG BUTLER DIRECTOR 0 PUBLIC WORKS/CITY ENGINEER R.C.E. NO. 47109 CITY OF TE M EC U LA DEPARTMENT OF PUBLIC WORKS DRAWING NO. Contractor Inspector Date Completed 101511 VE1 ID t6mi'l I 1lill SEE ABOVE PG- P HORIZONTAL PLANS PREPARED UNDER THE SUPERVISION OF t Date 1� � ��'"-irk WtLFREDO VENTURA R.C.E. NO. 66532 Expires 6 30 18 •,•S(jj.r'+ EROSION CONTROL PLANS 42605 MUSILEK PLACE, TEMECULA CA, 92592 A.P.N. 965-220-018 LOT 13 TM 26941 AS NOTED VERTICAL NA SHEET 3 OF 3