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HomeMy WebLinkAboutParcel Map 13191 Parcel 1 Precise GradingDocu$gn Envelope ID: DMDE220.F5EC4047-A66C4A13FOME551F O CALI RNIA lzFP 9 PQ PAUBA ROAD �L ss0 I-05 SANTIAGO ROB EX. FIRE HYDRANT MANZANO DR PIO PICO DEPORT0 A TEMEOUTA PARKWAY VICINITY MAP NO SCALE SOURCE OF TOPOGRAPHY TOPOGRAPHY SURVEY PERFORMED BY dk GREENE CONSULTING, INC. DATED NOVEMBER 6, 2019 �9010DV014111D1:1 G-1 TITLE SHEET G-2 GRADING PLAN G-3 GRADING DETAILS AND SECTION VIEWS G-4 EROSION CONTROL PLAN G-5 WATER QUALITY PLAN OWNER/APPLICANT JOSUE & DEBBIE BARRON C/O MLA GENERAL CONTRACTOR, INC. P.O. BOX 733 BONSALL, CA 92003 PROJECT ADDRESS 31334 SANTIAGO ROAD TEMECULA, CA 92591 APN NO. PRECISE GRADING PLAN BARRON RESIDENCE 31334 SANTIAGO ROAD PARCEL 1, P.M. 13191 GENERAL NOTES 1, STANDARDS. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT EDITION OF THE CITY'S IMPROVEMENT STANDARD DRAWINGS FOR PUBLIC WORKS CONSTRUCTION (AND SUBSEQUENT AMENDMENTS), THE CITY'S ENGINEERING AND CONSTRUCTION MANUAL, CITY CODES AND REQUIREMENTS. 2, EMERGENCY TELEPHONE NUMBERS. (ANSWERING MACHINE IS NOT ACCEPTABLE) TJ AMOS MLA GENERAL CONTRACTOR 760-801-1602 RESPONSIBLE PERSON/DEVELOPER) (COMPANY) (24 HR. PHONE NUMBER APN 945-110-013 LICENSE/PERMIT REQUIREMENT. LEGAL DESCRIPTION 3' a. PRIOR TO START OF WORK, A BUSINESS LICENSE SHALL BE OBTAINENED FROM PARCEL 1 PARCEL MAP 13191 THE CITY. BOOK 68 PAGE 50-51 b. A GRADING PERMIT SHALL BE OBTAINED, PRIOR TO ANY WORK ON PRIVATE DEVELOPMENT. THE PERMIT AND AN APPROVED SET OF IMPROVEMENT PLANS EARTHWORK QUANTITIES MUST BE PRESENTED AT THE JOBSITE DURING CONSTRUCTION. CUT 2,000 CU. YDS. ERRORS OR OMISSIONS. APPROVAL OF THESE PLANS BY THE CITY DOES NOT SHRINKAGE CU. YDS. 4. RELIEVE THE APPLICANT AND ENGINEER OF RECORD FROM THE RESPONSIBILITY FOR FILL 2,000 CU. YDS. THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. IMPORT/EXPORT 0 CU. YDS. WORKING HOURS. CITY ORDINANCE NO. 94-25STATFS THAT NO PERSON SHALL 8 ENGAGE IN OR CONDUCT CONSTRUCTION ACTIVITY, WHEN THE CONSTRUCTION SITE IS SEPTIC SYSTEM/SEEPAGE PITS WITHIN ONE -QUARTER OF A MILE OF AN OCCUPIED RESIDENCE, BETWEEN THE HOURS OF 6.30 PM AND 6:30 AM, MONDAY THROUGH FRIDAY AND SHALL ONLY 1200 GALLON SEPTIC TANK ENGAGE IN OR CONDUCT CONSTRUCTION ACTIVITY BETWEEN THE HOURS OF 7.00 AM 8OX12=960 S.F. OF BOTTOM AREA AND 6:30 PM ON SATURDAY. NO CONSTRUCTION ACTIVITY SHALL BE UNDERTAKEN 960/7=138 L.F. OF TRENCH AND LINES ON SUNDAY AND NATIONALLY RECOGNIZED HOLIDAYS. INSTALL 2 LINES, EACH BEING 69' X 36" OF ROCK BELOW THE DRAIN LINES REGULATORY AGENCY CLEARANCES. THE ISSUANCE OF A PERMIT BY THE CITY DOES 6. NOT IMPLY OR PROVIDE ANY CLEARANCES FROM THE FEDERAL AGENCIES REGULATING THE PROVISIONS OF STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER SOILS ENGINEER QUALITY REGULATIONS. THE APPROPRIATE CLEARANCES FROM THESE AGENCIES SHALL BE OBTAINED PRIOR TO ANY SITE DISTURBANCES OR GRADING. WAG GEOTECHNICAL, INC. 2900 ADAMS STREET SUITE C-35 CONSTRUCTION CHANGE. ANY CONSTRUCTION CHANGE MUST BE FIRST SUBMITTED TO RIVERSIDE, CA 92504 7_ THE CITY AS A REDLINE REVISION FOR REVIEW AND APPROVED PRIOR TO (951) 354-6500 IMPLEMENTING THE CHANGE IN THE FIELD. REFER TO THE CITY'S ENGINEERING AND CONSTRUCTION MANUAL. PRE -CONSTRUCTION MEETING. A PRE -CONSTRUCTION MEETING SHALL BE SCHEDULED NOTICE TO CONTRACTORS 8, TWO DAYS PRIOR TO THE START OF CONSTRUCTION. DURING CONSTRUCTION, A DEPENDABLE AND RESPONSIBLE CONTRACTOR'S REPRESENTATIVE SHALL BE ON THE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY JOB SITE AT ALL TIMES. SEARCH OF AVAILABLE RECORDS AND THE BEST OF OUR KNOWLEDGE. THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THE PLAN. THE CONTRACTOR IS REQUIRE TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY UTILITIES, APPROVAL OF THESE PLANS BY THE CITY DOES NOT CONSTITUTE A OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR PROTECTION OF AND ANY DAMAGE TO 9. REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION, NOR THESE LINES OR STRUCTURES. THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITIES WITHIN THE PROJECT LIMITS. ANY UTIUTY DAMAGED DURING THE PERFORMANCE OF THE WORK CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES. CONSTRUCTION SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE GOVERNING CONTRACTORS WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING COURSE OF AGENCY BY THE CONTRACTOR, AT HIS EXPENSE. CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTORS FURTHER TO DEFEND, SURVEY, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE INDEMNIFY, AND HOLD DESIGN PROFESSIONALS AND OWNER HARMLESS FROM LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE 10. ENGINEER OF RECORD AND TO INSTALL STREET CENTERLINE MONUMENTS, AS PERFORMANCE OF WORK ON THIS PROJECT. REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 491. CENTERLINE TIES SHALL BE PROVIDED TO THE CITY ENGINEER, UPON COMPLETION OF THE PROJECT AND THE CONTRACTORS SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR FIELD CONDITIONS IMMEDIATELY TO THE BEFORE ACCEPTANCE IS GRANTED. ALL EXISTING MONUMENTATION (DISTURBED OR DESIGN ENGINEER FOR RESOLUTION PRIOR TO CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED DESTROYED DURING CONSTRUCTION) SHALL BE REPLACED TO CITY STANDARDS IN AND RESOLVED. ACCORDANCE WITH THE LAND SURVEYORS ACT AND THE STREETS AND HIGHWAY CODE, AND AS APPROVED BY THE CITY ENGINEER. UPON REQUEST, SURVEY CUTS CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR SHEETS SHALL BE PROVIDED TO THE CITY ENGINEER. USES OF THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE "PLANS". DUST CONTROL. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS, 11. AS APPROVED BY THE CITY ENGINEER AND SHALL COMPLY WITH THE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT'S (SCAQMD) RULE 403. PLEASE BE ADVISED, BURROWING OWL 30-DAY PRE -CONSTRUCTION SURVEY REQUIRED: All project sites containing CONSTRUCTION FENCING. A SIX FOOT CHAIN LINK FENCE IS REQUIRED ON ALL suitable habitat for burrowing owls, whether owls were found or not, require a 30-day premnstfuction survey that shall be conducted 12. INDUSTRIAL AND COMMERCIAL PROJECTS UNTIL ROOF SYSTEMS ARE COMPLETED OR within 30 days prior to ground disturbance to avoid direct take of burrowing owls. If the results of the survey indicate that no burrowing AS DEEMED NECESSARY BY THE CITY ENGINEER FOR PUBLIC SAFETY, THE owls are present on -site, then the project may move forward with grading, upon Planning Division approval. If burrowing owls are MAINTENANCE OF THE FENCE IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. found to be present or nesting on -site during the preconstruction survey, then the following recommendations must be adhered to: INSPECTIONS. ALL WORK PERFORMED WITHOUT PROPER INSPECTION FROM THE CITY Exclusion and relocation activities may not occur during the breeding season, which is defined as March 1 through August 31, with the 13. MAY BE SUBJECT To REJECTION. following exception: From March 1 through March 15 and from August 1 through August 31 exclusion and relocation activities may take place if it is proven to the City and appropriate regulatory agencies (if any) that egg laying or chick rearing is not taking place. OTHER CONSTRUCTION NOTES. REFER TO SEPARATE NOTES FOR "GRADING." This determination must be made by a qualified biologist. The burrowing owl survey protocol is available at the following link: 14. "EROSION AND SEDIMENT CONTROL," 'PAVING" AND 'TRAFFIC" REQUIREMENTS, IF tiff7/www / IIIIsP' APPLICABLE. p. .wrc-rca.org ms cp-spec es-survey-protoGO 'DIGITAL SUBMITTAL MAY BE ACCEPTED THE OPINION OF EARTHWORK QUANTITIES SHOWN ABOVE ARE UNADJUSTED GROSS THE CONTRACTOR IS ADVISED TO PREPARED HIS OWN VOLUMES AND DO NOT INCLUDE THE EFFECTS OF SCARIFYING, OVER EXCAVATION, ESTIMATES OF EARTHWORK FOR THE PURPOSES RECOMPACTION, SHRINKAGE, SUBSIDENCE OR OTHER FACTORS AND ARE SUBJECT BIDDING, CONTRACT AND CONSTRUCTION. TO FIELD CONDITIONS THAT MAY BE SPECIFIED IN THE PRELIMINARY SOILS REPORT AND ARE FOR REFERENCE AND FEE PURPOSES ONLY. SINCE THE CIVIL ENGINEER CANNOT CONTROL THE EXACT METHOD OR MEANS TOTAL DISTURBED AREA NOTE: USED BY THE CONTRACTOR DURING GRADING OPERATIONS, NOR CAN THE CIVIL 42,760 S.F. ENGINEER GUARANTEE THE EXACT SOIL CONDITIONS OVER THE ENTIRE SITE, THE CIVIL ENGINEER ASSUMES NO RESPONSIBILITY FOR FINAL EARTHWORK QUANTITIES UNDERGROUND SERVICE ALERT ENGINEERING NOTE: THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE CALL TOLL FREE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY 1-800-422-413 OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER CITY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE CITY. CONSTRUCRON RECORD Date REK51ONS BENCH MARK SOIL'S ENGINEER'S CERTIFICATE: I, GEORGE E. HAWES, A REGISTERED CIVIL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY VERIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON JANUARY 30, 2020, ONE COMPLETE COPY OF THE GEOTECHNICAL ENGINEERING INVESTIGATION COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. THESE GRADING PLANS HAVE BEEN REVIEWED BY ME OR UNDER MY DIRECTION AND CONFORM TO THE RECOMMENDATIONS MADE IN THE GEOTECHNICAL ENGINEERING INVESTIGA NED ABOVE. w� GEORGE E. R.C.E. NO. 34779 5/13/2020 DATE SCALE I SEAL: Designed By I Drawn 6Y 1. STANDARDS. ALL CONSTRUCTION AND GRADING RELATED ACTIVITIES (i.e., STOCKPILING, LAND CLEARING, EROSION & SEDIMENT CONTROL, ETC.) SHALL BE PERFORMED IN ACCORDANCE WITH CHAPTER 18 OF THE CITY OF TEMECULA MUNICIPAL CODE, THE ENGINEERING AND CONSTRUCTION MANUAL, ALL APPLICABLE STANDARDS, THE LATEST EDITION OF THE CALIFORNIA BUILDING CODE (APPENDIX J) AND, IF APPLICABLE, THE STATE WATER RESOURCES CONTROL BOARD (SWRCB) NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. 2, PERMIT REQUIREMENTS. A GRADING PERMIT SHALL BE OBTAINED PRIOR TO COMMENCEMENT OF ANY WORK ON THE SITE. 3. NOTIFICATIONS, PUBLIC WORKS SHALL BE NOTIFIED VIA PUBLIC WORKS INSPECTION LINE AT (951) 308-6395 AT 24 HOURS IN ADVANCE OF BEGINNING ANY CONSTRUCTION/GRADING OPERATIONS. 4. SOILS. ALL CONSTRUCTION/GRADING ACTIVITIES SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY AM/PAC DATED SEPT. 17, 2013. SAID REPORT SHALL BE CONSIDERED A PART OF THIS GRADING PLAN. 5.CUT/FILL. a. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1, UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER; AND SHALL COMPLY WITH THE RECOMMENDATIONS OF THE SOILS REPORT. FILL SLOPES SHALL NOT HAVE LESS THAN 90% RELATIVE COMPACTION OUT TO THE FINISH SURFACE. b. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, VEGETATION AND OTHER DELETERIOUS MATERIAL. IF THE SLOPE RATIO EXCEEDS 5:1 AND IS GREATER THAN FIVE FEET, THE TERRAIN MUST BE KEYED AND BENCHED INTO EITHER BEDROCK OR NATIVE SOIL, AS DIRECTED BY THE GEOTECHNICAL ENGINEER. C. STABILITY CALCULATIONS WITH A FACTOR -OF -SAFETY OF AT LEAST ONE AND FIVE TENTHS (1.5) SHALL BE SUBMITTED TO PUBLIC WORKS BY A REGISTERED CIVIL ENGINEER, SOILS ENGINEER OR GEOLOGIST FOR CUT AND FILL SLOPES OVER 30 FEET IN VERTICAL HEIGHT. d. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, SOILS ENGINEER OR GEOLOGIST, WHO SHALL SUBMIT TWO SETS OF WRITTEN CERTIFICATION THAT ALL FILLS OVER ONE FOOT IN DEPTH HAVE BEEN PROPERLY PLACED. 6. DRAINAGE. a. AS APPLICABLE, PROVIDE CONCRETE BROW DITCHES TO CONVEY 100-YEAR STORM FLOWS OR PROVIDE GRADED BERMS ALONG THE TOP OF ALL GRADED SLOPES OVER THREE FEEL IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS, TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. ALL DRAINAGE DEVICES SHALL BE CONSTRUCTED PER THE APPROVED PLANS. b. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION AT ALL TIMES. NO OBSTRUCTION OF FLOOD PLANS OR NATURAL WATER COURSES SHALL BE PERMITTED. c. 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 CONSTRUCTION/GRADING OPERATIONS. d. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING PROJECT. e. DRAINAGE EASEMENTS SHALL BE KEPT CLEAR OF ALL OBSTRUCTIONS; NO BUILDING OR WAITS SHALL BE PLACED WITHIN THE LIMITS OF EASEMENTS. f. THE MINIMUM GRADE FOR CONCRETE SURFACE DRAINAGE FACILITIES SHALL BE A ONE-HALF PERCENT (0.5%). 7. PROPERTY CORNERS. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING ACTIVITY, AS DIRECTED BY THE CITY ENGINEER. 8. ROUGH GRADING INSPECTIONS PRIOR TO BUILDING PERMIT. INSPECTIONS SHALL BE REQUESTED VIA THE PUBLIC WORKS INSPECTION LINE AT (951) 308-6395. SUBMIT THE FOLLOWING: a. TWO SETS OF PAD ELEVATION CERTIFICATION (I.E., ROUGH GRADE) TO INCLUDE A STATEMENT THAT THE PAD ELEVATION COMPLIES WITH THE APPROVED GRADING PLAN. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT/FILL SLOPES. b. TWO SETS OF PAD COMPACTION CERTIFICATION (I.E., FINAL GEOTECHNICAL/SOILS REPORT) TO INCLUDE A STATEMEM THAT THE GRADING COMPLIES WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 9. FINAL INSPECTION PRIOR TO OCCUPANCY. REFER TO THE CITY'S ENGINEERING AND CONSTRUCTION MANUAL. 10. POST GRADING ACTIVITIES. POST GRADING ACTIVITIES SHALL INCLUDE, BUT BE LIMITED TO, INSTALLING WHERE APPLICABLE: GROUNDCOVER, TREES, SHRUBS OR A COMBINATION THEREOF IN ACCORDANCE WITH THE TEMECULA MUNICIPAL CODE PRIOR TO FINAL INSPECTION. SLOPES OVER FOUR FEET IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. 11. OTHER CONSTRUCTION NOTES, REFER TO SEPARATE NOTES FOR "PAVING," "GENERAL" AND "EROSION AND SEDIMENT CONTROL" REQUIREMENTS. FIRE DEPARTMENT NOTES 1. DRIVEWAY SHALL BE CAPABLE OF SUPPORTING A 60.000 LBS VEHICLE ON TWO AXLES. 2. MAINTAIN A 30' FOOT CLEARANCE AROUND STRUCTURES PER RIVERSIDE COUNTY ORDINANCE 787.1. BENCHMARK FOUND 1" PIPE-RCE 21914 AT PROPERTY LINE AND RIGHT OF WAY OF SANTIAGO ROAD, PER P.M. 68/50-51. ELEVATION OF 977' PER RANCHO WATER TOPOGRAPHIC MAP. NAVD '88. I Checked By I I J /�In^ 4o Plans Prepared Under Supervision Of csveso XFIAN3TW LIPSAA 0"NO Dote JUNE 30, 2020 KRISTIN LIPSKA GREENE CAUFORMH R.C.E. No. C57860 EROSION & SEDIMENT CONTROL NOTES 1, FILTERED RUNOFF. ALL RUNOFF SHALL BE FILTERED PRIOR TO DISCHARGING FROM A SITE OR TO ANY TYPE OF PRIVATE OR PUBLIC STORM WATER CONVEYANCE SYSTEM (NATURAL WATERCOURSES, STREETS, GUTTERS, CONCRETE -LINED V-DITCHES, STORM DRAINS, FLOW-UNES, INLETS, OUTLETS, ETC.) ALL NON -PERMITTED DISCHARGES ARE PROHIBITED FROM ENTERING ANY STORM WATER CONVEYANCE SYSTEM YEAR-ROUND. , 2. BEST MANAGEMENT PRACTICES (BMP's). YEAR-ROUND, POLLUTION PREVENTION MEASURES, ALSO KNOW AS BEST MANAGEMENT PRACTICES (BMP's), MUST BE INSTALLED PRIOR TO ANY FIELD ACTIVITIES. EMIR HANDBOOKS VENTION AND SEDIM NTTCONTROLE(ESC)NMEASURESLOADED T MUST cBERINSTALLED kAND MAINTAINED APRIOR STON AND ETHROUGHOUT EACH RAINY SEASON. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR ESC MEASURES THROUGHOUT THE DURATION OF THE PROJECT FOR ALL CLEARING. DISKING, GRADING, EXCAVATING AND STOCKPILING ACTIVITIES, AND ON ALL EXPOSED SLOPES AND INACTIVE PADS THROUGHOUT THE ENTIRE SITE. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR ANY DISCHARGES FROM SUBCONTRACTORS. a. STOCKPILING OF BMP's. ADDITIONAL ESC MATERIAL SHALL BE STOCKPILED AT VARIOUS LOCATIONS THROUGHOUT THE SITE FOR IMMEDIATE USE WITHIN SEVEN DAYS PRIOR TO ANY FORECAST RAIN. ON EMERGENCY SITUATIONS, THE DEVELOPER/CONTRACTOR SHALL IMMEDIATELY MAKE EQUIPMENT AND WORKERS AVAILABLE TO PROTECT THE SITE. 3. EROSION ANDERO510N ANOSEDIMENT CONTROLS. ALL ESC MEASURES SHALL BE INSPECTED, RESTORED, REPAIRED OR MODIFIED YEAR-ROUND THROUGHOUT THE SITE TO PROTECT PERIMETERS, ADJACENT PROPERTIES, ENVIRONMENTALLY SENSITIVE AREAS AND ALL PRIVATE/PUBLIC STORM WATER CONVEYANCE SYSTEMS. IF ANY EROSION OR SEDIMENT CONTROLS FAIL DURING ANY RAIN EVENT, MORE EFFECTIVE ONES WILL BE REQUIRED IN THERE PLACE. a. EROSION CONTROLS, EROSION CONTROLS SHALL INCLUDE, BUT ARE NOT LIMITED TO APPLYING AND ESTABLISHING: VEGETATIVE COVER, WOOD MULCH, STAPLED OR PINNED BLANKETS (STRAW, COCONUT OR OTHER), PLASTIC SHEETING APPROVED BY THE CITY ENGINEER. JUTE NETTING SHALL NOT BE USED AS A STAND-ALONE EROSION CONTROL. FOR SLOPES GREATER THAN 4:1, PROVIDED 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 ENGINEER MAY APPROVE DIFFERENT APPLICATION RATES FOR SLOPES LESS THAN 4:1. b. SEDIMENT CONTROLS. SEDIMENT CONTROLS SHALL INCLUDE, BUT NOT LIMITED TO: DESILTING BASINS, GRADED BERMS, FIBER ROLLS, SILT FENCES, GRAVEL BAG CHEVRONS (FILLED WITH MINIMUM X" GRAVEL), CHECK DAMS, DRAINAGE INLET PROTECTION, ETC. FIBER ROLLS SHALL BE INSTALLED IN 15-FOOT INCREMENTS MEASURED ALONG THE FACE OF THE SLOPE. SILT FENCE SHALL BE INSTALLED ALONG INTERIOR STREETS AND GRAVEL -BAG OR SILT FENCE CHEVRONS INSIDE THE SIDEWALK RIGHT-OF-WAY OR BACK OF CURBS. p STATE CONSTRUCTION GENERAL PERMIT. IF THE PROJECT DISTURBS, EXPOSES OR STOCKPILES ONE ACRE OR MORE OF SOIL THE SITE MUST BE COVERED UNDER THE STATE CONSTRUCTION GENERAL PERMIT. A WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER, A RISK LEVEL DETERMINATION NUMBER AND THE QUALIFIED "STORM WATER POLLUTION PREVENTION PLAN" (SWPPP) DEVELOPER (QSD) SHALL BE PROVIDED TO THE CITY PRIOR TO ISSUANCE OF A GRADING PERMIT. A SWPPP SHALL BE IMPLEMENTED THROUGHOUT THE DURATION OF THE PROJECT AND SHALL BE READILY AVAILABLE TO CITY AND STATE INSPECTORS AND UPDATED TO REFLECT CURRENT SITE CONDITIONS DURING CONSTRUCTION. THE CONSTRUCTION PERMIT CAN BE DOWNLOADED AT: www.waterboards.co.aov/waterissues/oroarams/stormwater/construction. 5 PERIMETER PROTECTION. PERIMETER PROTECTION MUST BE INSTALLED PRIOR TO ANY CLEARING ACTIVITIES. CLEARING SHALL BE LIMITED TO AREAS THAT WILL BE IMMEDIATELY GRADED OR DISTURBED. A COMBINATION OF ESC MEASURES SHALL BE IMPLEMENTED IN AREAS THAT HAVE BEEN CLEARED. ALL DISTURBED AREAS OF AN INACTIVE SITE, AS DESCRIBED IN THE ENGINEERING AND CONSTRUCTION MANUAL, SHALL ALSO BE PROTECTED. 6. CONSTRUCTION ACCESS POINTS. CONSTRUCTION ACCESS POINTS SHALL BE STABILIZED WITH A COMBINATION OF ROCK AND SHAKER PLATES YEAR-ROUND TO PREVENT TRACK -OUT. INTERIOR ACCESS POINTS (ALL PROPOSED DRIVEWAYS, MATERIAL STORAGE AND STAGING AREA ENTRANCES/EXITS, ETC.) SHALL ALSO BE PROTECTED WITH ROCK TO PREVENT TRACK -OUT ONTO INTERIOR STREETS. ROUTINE STREET SWEEPING SHALL BE PERFORMED ON ALL PAVED STREETS WHERE TRACKING IS OBSERVED. VACUUM SWEEPERS SHALL BE USED WHEN STREET SWEEPING BECOMES INEFFECTIVE. CONTROLLED STREET WASHING SHALL ONLY BE ALLOWED PRIOR TO THE APPLICATION OF ASPHALT SEAL COATS, AND ONLY WHEN ALL PERTINENT DRAINAGE INLETS ARE PROTECTED. 7, DESILTING BASINS. DESILTING BASINS SHALL BE DESIGNED ACCORDING TO THE GUIDANCE PROVIDED IN C.A.S.Q.A.'s CONSTRUCTION BMP HANDBOOK. IMPOUNDED WATER SHALL BE SECURED FROM THE PUBLIC. SIGNAGE INDICATING "PONDED WATER -DO NOT ENTER," OR AN EQUIVALENT WARNING NOTICE, SHALL BE POSTED. 8. MATERIAL STORAGE. MATERIAL STORAGE AND STAGING AREAS SHALL BE ESTABLISHED. FUEL TANKS, PORTABLE TOILETS, LIQUIDS, GELS, POWDERS, LANDSCAPE MATERIALS AND STOCKPILES OF SOIL SHALL BE STORED AWAY FROM ALL PRIVATE/PUBLIC STORM WATER CONVEYANCE SYSTEMS, SIDEWALKS, RIGHT-OF-WAY AND FLOW -LINES AND SHALL HAVE SECONDARY CONTAINMENT. INACTIVE STOCKPILES OF SOILS SHALL BE COVERED AT ALL TIMES. ACTIVE STOCKPILES SHALLBE COVERED PRIOR TO A FORECAST RAIN. 9. CONSTRUCTION WASTE. CONSTRUCTION WASTE AND MISCELLANEOUS DEBRIS SHALL BE PLACED IN WATER -TIGHT BINS. WIRE MESH RECEPTACLES SHALL NOT BE ALLOWED. WASH -OUT STATIONS SHALL BE PROVIDED FOR CONCRETE, PAINTS, STUCCO AND OTHER LIQUID WASTE, AND SHALL BE LINED WITH PLASTIC AND LOCATED AWAY FROM PUBLIC RIGHT-OF-WAYS, FLOW LINES, ETC. PRIOR TO ANY FORECAST OF RAIN, BINS AND WASH -OUT SHALL BE COVERED WITH LIDS OR PLASTIC TARPS. 10. SLOPE PROTECTION, STORM WATER RUNOFF SHALL NOT BE DIRECTED OVER SLOPES WITHOUT PERMANENT DOWN DRAINS INSTALLED. ESC MEASURES ARE REQUIRED ON ALL EXPOSED SLOPES UNTIL SUFFICIENT/PERMANENT LANDSCAPE IS ESTABLISHED. THERE SHALL BE 100% SLOPE PROTECTION IN PLACE PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY. 11. PORTABLE MIXERS. ALL PORTABLE MIXERS SHALL HAVE PLASTIC LINERS UNDERNEATH THEM WITH GRAVEL -BAGS PLACED ON THE DOWN -HILL SIDE OF THE LINERS TO CONTAIN DISCHARGES. 12. MAINTENANCE. ALL ONSFE AND OFFSITE FLOW LINES ( I.E., AND BROW -DITCHES, TERRACE DRAINS, RIBBON GUTTERS, CURB GUTTERS, ETC.) STORM WATER CONVEYANCE SYSTEMS, CHECK DAM, CHEVRONS, SILT FENCES AND DESILTING BASINS SHALL BE FREE OF SEDIMENT, CONSTRUCTION MATERIALS, WASTE, MISCELLANEOUS DEBRIS AND DETERIORATED ESC MEASURES YEAR-ROUND. 13. OBSTRUCTIONS, NO OBSTRUCTIONS, OTHER THAN BMP's, SHALL BE ALLOWED WITHIN ANY STORM WATER CONVEYANCE SYSTEM, UNLESS ALTERNATIVE DRAINAGE FACILITIES HAVE BEEN APPROVED BY THE CITY ENGINEER. 14. OTHER CONSTRUCTION NOTES. REFER TO SEPARATE NOTES FOR "GENERAL" AND "PAVING" REQUIREMENTS. RECOMMENDED BY.S." If le'r^r"r' DATE 5/19/2020 ACCEPTED BYy1IWIT1titML DATE.. 5/1912020 P P.E. mi Ec M or PUBLIC M'ORI:S / caY EHGgLEER R.C.E. No. 4422J P.O. BOX 143 ISdo Greene BONISALL, CA 92003 Consulting, Inc. (760) 310-9408 Consulting, Inc] EMAIL: KRIBTIN®DKC C/TYOF TEVECULA DEPARTMENT OF PUBLIC WORKS FOR BARRON RESIDENCE 31334 SANTIAGO ROAD, TEMECULA. CA. PARCEL 1 PM 13191 LD20-0804 r JOB NO.2019-98 APRIL 23, 2020 LEGEND PROPERTY LINE CENTERLINE EASEMENT -----_ EXISTING CONTOUR PROPOSED CONTOUR ----- DIRECTION OF FLOW ------ FLOW LINE -------- 2:1 CUT SLOPE 2:1 FILL SLOPE ----- PAD ELEVATION —_— —_-- FINISH FLOOR ELEVATION - —__-- DAYLITE LINE -- ----- FLOWLINE GRADE------- FLOWLINE EARTHEN BERM/INTERCEPTOR DRAIN _—_ FLOWLINE FINISHED SURFACE ------ NATURAL GROUND SURFACE CITY OF TEMECULA _------ TOP OF WALL ------ TOP OFFOOTING _------ TOP OF GRATE _------ GRADE BREAK ------_ PROPOSED PERVIOUS PAVING ------_ PROPOSED CONCRETE ------_ EDGE OF PAVEMENT ------_ 6" PVC DRAIN PIPE ------_ 9" NOS SQUARE CATCH BASIN------- NDS EMMITERS------- PROPOSED BROW DITCH ------- EARTHEN BERM-------- 7-7 2%MIN. 2:1 CUT 2:1 FILL PAD EL: 182.0 FF EL: 183.5 � _ F , 190.0 FL 89.2 FL 189.6 FS NO +/400' TO THE C.O.T. EX. FIRE HYDRANT TW TF \ TG GB \ r0 r'r THE NEAREST FIRE HYDRANT S APPROXIMATELY 200' TO THE WEST AT THE INTERSECTION OF SANTIAGO ROAD AND MANZANO DRIVE. TBE ® PROPOSED DW4UNG IS APPROXIMATELY 545' O FROM THE FIRE HYDRANT RANT VIA THE DRIVEWAY B B B CO* 5g L i f.. CONSTRUCTION NOTES & QUANTITIES ITEM NO. DESCRIPTION DETAIL SYMBOL QUANTITY O RESIDENTIAL P.C.C. DRIVEWAY — 4,990 S.F.(4") O 12• P.C.C. V-DITCH BHT 3 -o d q 295 L.F. 3 1,209 GALLON SEPTIC TANK SEE AMIPAC REPORT TANK 1fA. ® 6- PVC DRAIN PIPE L.F. O 9• NDS AREA DRAIN INLET ® 11 EA. © RIP RAP SHT3 20 C.Y. OEARTHEN BERM AT TOP OF SLOPE SHT2 0L.F. © NDSPOP-UPEMTTIERS BHT O 4EA. O IT PVC PERF. PIPE SHT 3 18 L.F. EMITTER PIPING 19 IT LONG HEADWALL &DR.S.D. D38 2EA. 11 CONCRETE COLL4R R.C.F.C.D. MM 2 EA. 12 NEW IV HDPE PIPE — O 16 L.F. 13 BAIN 1V NDSCFATCHIC — 1EA. -TWED- 14 Y CONCRETE CURB C.O.T. TYPE 0,8 STD 29 18 L.F. 15 CONCRETE DRIVEWAY APPROACH C.O.TSiD.207 1EA. 16 CONCRETE BROW DITCH C.O.T STD. 381 TYPE A 295 L.F. © PERVIOUS PAVERS — ® 495 S.F. 1 •� r \4CALL TOLL FREE G CONSTRUCTION RECORD Date C.O.T.STP NO 207— DRITWA APPROACH s\ ENGINEERING NOTE: THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER CITY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE CITY. IY I REVISIONS \a BENCH MARK If If fill/� / /' I I / I / / � / i � \ — - APN 945-110-013 If If If If If If If/ / /R� i � ` i1z62 / / Ifi / If It If I I / ( 1 1 PALEL 1 ' / / / / P.M. 13191 1 I f/ ! 1 G \1 i BREAK— G 271 T513" APNI895-110-01MP 3 \ '1 T If/ % / 0 y / /'r / /' if /'/ /' /• �. / 64Vi9d 12; 5 �; I I f / A J' / /li ill III I 1 1 I I I I I / if If r /r' / /r' 1 r l •U / / /' /' / , PAD = 1271.50' ' / / 12,7r n / 6 FF E4= 1 72.1T I E I ER PIPING ST ULTUR Q 1 1 \ I I INSTj,LL 4 EMI17Sit. C ON CFR r I EE1lErAIL ON 9FIEET I i i' /wm.mM 2j7 5% r 2y \`\ \ , ! w!li i I I r opemaRpwIt >O.c�4_ �y v� �$�..9.. I , 12ZO \ T / 6 '( \ 11 Y p�Ty T 1. )I till 1 3.9 T F 1. ✓ °�, .14 _ I ' . 12 9. n � 421' N 11.16'23" E 366.07' 3 PINE TREE EXISTING VINYL FENCE I I 1 I - Designed By Drawn By �'"� d6 Plans Prepared Under Supervision 0l cs>eeo _ dR/GREENFSK9 n Date 5/12/20 KRISTIN LIPSKA GREENE 04UFORNIP R.C.E. No. C57860EXP JUNE 30, 2020 53 f5 12 z I �92 ,C 1 I1 � 47 .F. 17> 04 _ I PAR EI-2 / 11 3191 P.M.B. 68/50-51 IAPN 045-110-014/ / 1z]6 ' I / / Nz APN 945-110-012 EXISTING CHAIN LI FENCE 1279. HP / / Z vW 0 20 40 60 SCALE 1' = 20' . . / P.O. BOX 143 RECOMMENDED BY.- 1-An. If Ir DATE 5/19/2020 ACCEPTED BY.- pjt"AntML DATE, 5/1912020 PM11filklK PAWAS P.E. orxEDToa or P wazrs / OTY R.C.E. No. 44223 dTGreene BONSALL, CA 92003 Consulting, Inc. (760) 310-9408 EMAIL: KRISTINODK( 114// I fJr /C/Y/C4f/!./V DEPARTMENT OF PUBLIC WORKS FOR BARRON RESIDENCE 31334 SANTIAGO ROAD, TEMECULA, CA. PARCEL 1 PM 13191 LD20-0804 Growing No. G — 2 SHEET 2 OF 5 JOB NO. 2019-98 APRIL 23, 2020 TOP OF FILL x 0 / / REMOVE UNSUITABLE MATERIAL / KEY 2'MIN. / BENCHING DETAILS FIGURE J107.3 :4 IOP'_ENE NOTES:� 1. GRATE TO BE ATTACHED TO CATCH BASIN WITH SCREW PROMOED AT TIME OF INSTALLATION. 2. RISER CAN BE CUT TO ACHIEVE EXACT ELEVATION. 3. DO NOT USE OVER 5 RISERS WITH CATCH BASIN. 4. EXITING SOUS SHOULD BE NALUATE➢ TO ENSURE PROPER STRUCTURAL AND PERMEABILITY PROPERTIES A. INBTALIATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS B DONOTSCALEDRAWING. 7. TH0 DRAWING D INTENDED FOR USE BY ARCHDECTS,ENGINEERS,CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS FOR PLANNING PURPOSES ONLY. 0. All INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF C£VELOPMDIT BUT MUST BE REVIEWED AND AP=NJVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. 19 SQUARE CATCH BASIN B"SOIIARE CATCH BASIN WITH RISER FOR LANDSCAPE APPLICATIONS FL 1r. 1' ��(ds?s Oq O EARTHEN BERM DETAIL NOT TO SCALE TYPICAL SECTION AT BUILDING (CBC 2019) NO SCALE w O J N Z 0 W m '�L ON SLOPE BENCHES ——II''IlT_..N y3 CONT. CUT SLOPE T T EA. SIDE Try_ I BROW DITCH BOTTOM 3" 470—C-2000 CONCRETE MAY BE ROUNDED OR 3" 2500 PSI, AIR PLACED AT THE OPTION CONCRETE. 6"x6"—W1.4xW1.4 OF THE CONTRACTOR µOF CENTERED IN CONCRETE. CITY OF TEMECULA STANDARD NO 304 TYPE A NO SCALE 13 PERVIOUS PAVER DETAIL VOID FILLER-1W TO MB-INO el AGGREGATE IN VOOS BEDpNGCOURSE-STMCKOF ur TO SR• ONO. n AGGREGATE CHOKER COURSE. 4' THICK OR ST TO 1a(NO Sr CRUSHED ROCK MIN. r THICK CF SM• CRUB4EOROCK fIf1T PCC FLIISM CURD gLOEEPElED 61CUR8 v,L Nu 1 1 1 1 1 1 t 1 1 1 1 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 SED FINISHED FL OR EL=1272.1 ' H .t_7' EAF THEN BERM GRADED WALE 16PR R PROPOSED PAD EL=1271.50' y" E [STING GIFI D a 1268 1266 1264 1262 1260 1258 1256 IMEIONMAR)m _ ff��� 1LI\\1 01�1 1 0+00 0+10 0+20 0+30 0+40 SECTION RCH - licit SCALE: HORIZONTAL V=10' SCALE: VERTICAL 1"=4' 1280 1278 1276 1274 1272 1270 1268 1266 12E4 12E 2 12E O 1258 1256 1254 1252 1250 1248 12' 1280 1278 1276 1274 1272 1270 1268 1266 1264 1262 1260 1258 1256 1254 1252 1250 1248 1246 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 SECTION "AI' - "All SCALE: HORIZONTAL 1"=20' PROPOSED V-DITCH PROPOSED RESIDENCE FINISHED FLOOR EL=1272.17' bUALL: V tK I RIAL I _=0 GRADEDSWALE 274 EARTHEN 3ERM 272 PROPOSED P QEL=12]1.50 270 y 268 O 266 EXISTING GF UND 264 262 260 TEE 258 256 1+80 2+00 2+20 SECTION "B" — "B" SCALE: HORIZONTAL 1"=20' SCALE: VERTICAL 1"=8' 1268 1266 1264 1262 1260 1258 1256 0+50 0+60 0+70 1274 1272 1270 1268 1266 1264 1262 1260 1258 1256 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 Qry m� m� r P amTV AV moga NOTES -ALLAGIREGATE MVBT BEC DAND FREE OF FIES(SAND. SILT, ETC) -THEPAVERSSH NOTBEs OONCETHEv DnLLERHASBEENADDED 3W CRUSHED STONE DRY WELL -EACH COURSE SHRILL BE VIBRATORY COMPACTED BEFORE PLACEMENT Of NEXT COURSE 1TW6MIN. 1q WPERVIWB LINER OR FILTER FABRIC IS TO BE USED NATURAL GROUND SURFACE -SFECUL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSrv£ SOIL - SUBDRNN MAY BE REQUIRED .3' OVER MINEdCS 6" PVC RISER -LENGTH AS NEEDED EX. 1r HOPE DRAIN PIPE UNDERGROUND SERVICE ALERT r NDS6'Pvc 128 + + + + + + + + + + + + + + + +001260 12"MIN. TEE24P01" ENGINEERING NOTE: 114'LEACH HOLE $14" CRUSHED STONE DRY WELL DRIVEWAY PROFILE CALL TOLL FREE THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE (TYPICAL)12'XlTMIN. HORIZONTAL SCALE:1"= FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY O NDS EMITTER DETAIL VERTICAL $CAEL:1"=8' 8' 1-800-422-41j OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER CIS APPROVAL ES DURING CONSTRUCTION, THE P.O. BOX C43 A PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING BON3All., CA 92003 AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR Cons eP1e LD20-0804 7W0 WORKING DAYS BEFORE YOU DIG APPROVAL BY THE CIS. Gonsulking, Ina (960) 310-9408 EMAII.: KRIBTIN®DKCREENE.COM MEN CONSTRUCRON RECORD DATE BY REVISIONS BENCH MARK SCALE SEAL: ° Designed By Drawn By Growing No. Contractor SCALE a`O`4~IDg7p 'P� RECOMMENDED BY.. 'n DATE 5/19/2020 C/TY OF 71FAMSCULA DEPARTMENT OF PUBLIC WORKS Plans Prepared Under Supervision 0l � �/1 Inspector rx 7,lPsxA `¢`� Pv Rc _ PRECISE GRADING PLAN G e ACCEPTED BY. IIAEAIT TIM1ML DATE 5/19/2020 cxaaNr Date 5/tz/zo Dw R.C.E. woFP wazrs/a ENGMPER BARRON RESIDENCE VeRtlml =°y . KRSTN LPSKA GREENE No. 44223 e 31334 SANTIAGO ROAD, TEMECULA, CA. pate Completes * *\ PARCEL 1 PM 13191 oAUFORMP R.C.E. No. C57860 FXP JUNE "10. 2020 ® > GRADING DETAILS AND SECTION VIEWS SHEET 3 OF 5 JOB NO. 2019-98 APRIL 23, 2020 SUPPLY WATER TO WASH WHEELS IF NECESSARY SPILLWAY USE GRAVEL BAGS, STRAW BALES OR OTHER APPROVED METHODS TO A RUNOFF TO BASININ ASS REQUIRED. REQUIRED. O� FLOW FLOW DIVERSION RIDGE 50' MIN RUNOFF GAP BETWEEN BAGS ACTS AS SPILLWAY J 2"-3" (50-75mm) COURSE AGGREGATE MIN. B"THICK THREE LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED "SC-8" GRAVEL BAG CHEVRON NOT TO SCALE "SE-6" CATCH BASIN BERM NOT TO SCALE UNDERGROUND SERVICE ALERT CON57RUCDON RECORD Oate 1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO i I 1 \ - EROSION & SEDIMENT CONTROL LEGEND 4 BY 4 IN (10 BY 10 CM) THE POSTS. TRENCH UPSLDPE FROM AND ' I I ' I I / / \ _ CONSTRUCTION BMP'S & QUANTITIES ALONG THE LINE OF POSTS. I I I I ' / -}\ FTC-1 STABIUZED CONSTRUCTION ENTRANCE 1 EA WITH STEEL PLATE SC-1 SILT FENCE T 75L.F. 13 C.Y. .ENERGY DISSIPATER OUTLET PROTECTION 77 + gPN / 10WEC-4 HYDROSEED + + 6521 S.F. 4 IN (10 CM) STORM DRAIN INLET PROTECTION � 220 EA 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. / / / /I I ! I I / / / / �/ \\ SC-E FS-C--81 SAND BAGS 936 EA INTO THE TRENCH. 7WM-1 MATERIAL DELIVERY @ STORAGE FWM SPILL PREVENTION AND CONTROL FILTER FABRIC v( / / i / / '/ /�1� �I //f�_ \ WM 5 SOLID WASTE MANAGEMENT \ \ WM 6 HAZARDOUS WASTE MANAGEMENT ® CONCRETE WASTE MANAGEMENT 7WM-9 SANITARY WASTE MANAGEMENT "SC-1" SILT FENCE NOT TO SCALE ENGINEERING NOTE: THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER CITY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE CITY. ?Y I REVISIONS LANDSCAPE NOTE: NO ESL�O.S IOHONL SHEET ADHERE TO EROSION AND SEDIMENT CONTROL It /000 "IIXi/ / 4 I PARCEL2 P.M. 13191 P.M.B. 68/5"1 I. APN 9I k / rryC 1g I / / 0 20 40 60 SCALE 1' = 20' BENCH MARK SCALE SEAL' ,on,/ Designed By Drawn By ( RECOMMENDED BY..'b DATE 5/19/2020 lI0"Z0"tm =g1�p1CArp dD+°; Plans Prepared Under Supervision Of � �/1 cY cs>eeo ACCEPTED BY.. p4tmAntML DATE, 5/1912020 dR/STIN L/PSK9 P P.E.cxaaNr Date 5/12/20 pwECTON OF Pa6L'C Ven6'cd ob KRISTIN LIPSKA GREENE * *� R.C.E. No. 44223 oquFOm+1P R.C.E No. C57660 EXP. JUNE 30, 2020 —1276— �1278— P.O. BOX 143 dcGreene BONSALL, CA 92003 Consulting, Inc. (760) 310-9408 EMAIL: KRISTINODK( f4// I fJr /C/Y/C4f/!./V DEPARTMENT OF PUBLIC WORKS FOR BARRON RESIDENCE 31334 SANTIAGO ROAD, TEMECULA, CA. EROSION AND SEDIMENT CONTROL PLAN LD20-0804 Drawing No. G — 4 SHEET 4 OF 5 JOB NO. 2019-98 APRIL 23, 2020 BMP LEGEND POST CONSTRUCTION SOURCE CONTROL BMPs ¢.2.1 PREVENTION OF ILLICIT DISCHARGES INTO THE MIA 4.2.2 STORM DRAIN STENCILING AND POSTING OF SIGNAGE 4 2 5-1 PROTECT TRASH STORAGE AREAS 4.26 �SC-D2 WNDSCAPE/OUTDOOR PESTISIDES ¢.2.6 /$C-A ON -SITE STORM DRAIN INLETS POST-CONSTRCUTION SITE DESIGN BMPs ¢,3.1 MAINTAIN NATURAL DRAINAGE PATHWAYS AND HYDROLOGIC FEATURES 4.3.2 CONSERVE NATURAL AREAS, SOILS, AND VEGETATION 4.3.3 MINIMIZE IMPERVIOUS AREA ¢.3.¢ MINIMIZE SOIL COMPACTION 4.3.5 IMPERVIOUSAREA DISPERSION 4.3.6 RUNOFF COLLECTION LANDSCAPING WITH NATIVE OR DROUGHT TOLERANTSPECIES SS-¢ HYDROSEEDING(SUMMER) $$-7 PHYSICALSTABIUZATION(WINTER) SS-6 SS-8 MULCH, STRAW, WOOD CHIPS, SOIL APPLICATION $$-10 ENERGYDISSIPATOR INSTALL RIP RAP PE/RSD. D-0n, TYPE Long,W6' T.2' W 12" FILTER BLANKET SC-1 SILT FENCE SC-61 /= GRAVEL OR SAND BAGS SC-10 STORM DRAIN INLET PROTECTION FTC--1 I STABILIZED CONSTRUCTION ENTRANCE MATERIALS & WASTE MANAGEMENT BMPs: FWM-11 MATERIAL DELIVERY &STORAGE WM- SPILL PREVENTION AN D CONTROL WM- SOLID WASTE MANAGEMENT WM 66 HAZARDOUS WASTE MANAGEMENT FW-M --I CONCRETE WASTE MANAGEMENT WM-9 SANITARY WASTE MANAGEMENT DISTURBED AREA=0.98 ACRES (42,760 SF) CONSTRUCTED IMPERVIOUS SURFACE AREA TABLE SITE ID DIMENSIONS IMPERVIOUS ITEM NEWOR REPLACED AREA (SF) EXISTING AREA (BE) 1 SEE PLAN (N) RESIDENCE 4758 0 2 SEE PLAN (N) CONCRETE DRIVEWAY 4962 0 3 SEE PLAN IN) CONCRETE SIDEWALK 224 0 4 SEE PLAN (N) CONCRETE PATIOS 27 0 TOTAL= TOTAL= 9,971 0 CONSTRUCTED PERVIOUS SURFACE AREA TABLE SITE ID DIMENSIONS IMPERVIOUS ITEM NEW OR REPLACED AREA SF) EXISTING AREA ISE) 5 SEE PLAN (N) PAVERS 3,062 0 TOTAL= TOTAL= 3,062 0 C.O.T STp. N0. 207- DRIV WAY\ APPROACH If / /If p/. I I /. / / / �/ \` \ — APN 945-110-013 Iy1 "o/ I / / .� \ �_125, ,264 ile /Z SIC— / omro 4° 4251E b% 1 / / ' p, , %' i / �Y,, 0'` _7 4.261SC-D2 'b PARCEL 1 I I / / / / / / % 4F II ym P.M. \ / /: Q S 68/50 S-6 P.M.BI fiB/5051I// ;53 �� \ APNS4S110-0{3 J 4 I P �aALK) #7D Loll If PAD o p 1111 1'I 1 I I 'II irr irr /�r it rr / /r '' -=1271.50, 2 ®'2j ,\ti F �L-1 72.1T/� EDErAIL' 74 ITEIa vINNcIEBmucTu r / T2j 16 �+ 2 INBPLLOEMTTff880y LTR CN $41EET G3 ' / � 1 111 � �''@ /v,so=n it 1 > It 5% •. , 1 \\ \ LI LI I I Ii CP I rovyypPulm/=', ' ' ) i ' DI Wi4xs r vmsYYoq+� If LIP.-- S : - ,' ` \ \ I, ! ( I� i i Ijol /,2 11276— /1278— - APN 94S110012 I ULU I' I" 'I' I _p y r'xv LOT ID \\ a i3191 1, if, I F, fit) y \1 I i i i I ` , ` .•I. F` .L 3.9 TO �. / 1. v 4 G@ F 1% 12j J, IJ EXI TING CHAIN `\ % i ~ Alt `° qy r2 LINK FENCE v w .I 7. 8T .F. �� ��j 9C-1 r, 3S/FO 'Yq ® 1 \ I' " I I , I '' 7.3 I SC-1 T26 TS '" 279. HP / \\\` ' ' II I� ;EXISTIIIG)8"HOP "' ^ _ _. /' 'V 16 -1 U, �g8 9 gRAI�NAgE PIPE Ca) J % : �' _ /' ° 2:1 T 1 i PRbFdEE$HEI3FRR'\_`' v / �'';;; _ _______'� G �.' a/' /! / 1 N 11°16'22" 366.0T \O EXISTI G PINE TREE I PARCEL 2 EXISTING VINYL FENCE P.M. 13191 p,M B.68/5051 APN945-110-014/ \ / ,2T8 \ p � UNDERGROUND SERVICE ALERT 0 20 40 60 ENGINEERING NOTE: THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE 1 I - \ r / SCALE 1" - 20' CALL TOLL FREE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY 1-800-422-413 OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER CITY APPROVAL OR DURING CONSTRUCTION, THE P.O. BOX 143 PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING BONSALL, CA 92003 AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR dLGFeenEe LD20-0804 TWO WORKING DAYS BEFORE YOU DIG APPROVAL BY THE CITY. Consulting, Inc. (760) 310-9408 EMAIL: KRISTINODKGREENE.COM CONSTRUCTION RECORD DATE BY REVISIONS BENCH MARK SCALE SEAL: ° Designed By Drawn By Growing No. Contractor SCALE a`O`4~1Dg7p 'ate RECOMMENDED BY.. 'n DATE 5/19/2020 C/TY OF 71FIMSCULA DEPARTMENT OF PUBLIC WORKS tip a°; Plans Prepared Under Supervision 0l��/1 y Inspwctor rx aTrsru Pv P.E. _ PRECISE GRADING PLAN a � e 5 ACCEPTED BY. AAA UUWL. DATE 5/19/2020 a. +l tl' cxaawr Date s/12/2D RCE. No. 4422 MWa'f5/pn SARRONTAGO RESIDENCE pate C°mpletea ver6'cd =`<* KRISTIN LIPSKA GREENE *\ R.C.E. No. 44223 31334 SANTIAGO ROAD, TEMECULA, CA. OALIFORNIP R.CE. . No. C57860 EXP. JUNE 30, 2020 P PARCEL 1 PM 13191 ® WATER QUALITY MANAGEMENT PLAN SHEET 5 OF 5 JOB NO. 2019-98 APRIL 23, 2020