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HomeMy WebLinkAboutLot 14-16 Precise Grading GRADING NOTES: EROSION AND SEDIMENT CONTROL NOTE 1. ALL GRADING AND RELATED GRADING ACnVI PES SHALL CONFORM TO THE 1998 CALIFORNIA11F= it 1. 1NFORMA nav ON THIS PLAN /S FOR EROSION AND SEDIMENT CONTROLS ONL Y. SEE THE GRAD/NG PLAN FOR ADDITIONAL REQUIREMENTS A COMB/NA TION OF EROSION AND SEDIMENT BUILD/NG CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23, AND IF CONTROLS MUST BE /N PLACE FOR ALL SOIL-DISTURBING ACTIVITIES BY OCTOBER 1 OF APPLICABLE, TO THE STA TE WA TER RESOURCES CONTROL BOARD NODES GENERAL PERMIT FOR CONSTRUCTION AC PVI PES EACH YEAR AND, AT A MIN/MUM, MA/NTA/NED THROUGHOUT THE RA/NY SEASON (OCTOBER 1 - APRIL 30). 2. BUILDING PAD AND DRAINAGE SWELL SLOPE SHALL BE = 1Z DRAINAGE SWELLS SHALL BE 1415162. DISCHARGER CON TACT INFORMA7? N.- A MIN/MUM OF Q2' DEEP AND BE CONSTRUCTED A MIN/MUM OF 2' AWAY FROM THE TOP OF TRACT NO , 26941 LOTSE ( MODELS) OF CRAFTSMEN HOMO LLC GRADES SLOPES FINISHED GRADE SLOPE AWA Y FROM THE EXTERIOR WALLS A T NOT LESS (RESPONSIBLE PARTY) (FIRM) THAN 1/4" PER FOOT FOR A MIN/MUM OF 3 FEET. PA VING NOTES AT(909) 757 - 8199 3. MAXIMUM CUT OR FILL SLOPES BE 2.•1. CITY OF TEMECULA 1. MINIMUM PARK/NG LOT SHALL BE ONE (1.0) PERCENT (24-HOUR PHONE NUMRER) 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED 70 CONVEY 100-YEAR STORM J 7W AnNARXR /S RESPONSIBLE FOR THE MUMENrA70V AM MANTENAN,E OF ALL FLOWS, OR PROVIDED GRADE BERGS, ALONG THE TDP OF ALL GRADED SLOPES OVER 3' IN I 2. MINMN GRADE FOR RIBBON DRAINS SHALL BE 050 PERCENT. EROSION AND SEDIMENT CONTROL WURK, AND SHALL INSURE THAT Kk /S /N ACCORDANCE VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT TO SURFACEIMTH THIS APPROVED PLAN. FSOIL DISTURBANCE MEETS OR EXCEEDS ONE ACRE, A WASTE RUNOFF AWAY FROM THE TOP SLOPES I J AN APPROVED SAIL STERILIZER SHALL BE USED ON ALL SUBGRADE SURFACES DISCHARGE /DEN77F�CATION NUMBER (MD) ISSUED BY THE STATE WATER RESOURCES PR/OTR TP PLACEMENT OI' PAVING. CONTROL BOARD (SMRCB) SHALL BE PROVIDED TO THE CITY. IN ADDITION, ALL EROSION 5. ALL GRAD/NG SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED Cl WL ENGINEER, 1 1 AND SEDIMENT CONTROLS OWLINED /N THE SITE'S STRONWA TER POLLUTION PREVEN77ON SOIL ENGINEER, ORE GEOLOGIST WHO SHALL CER77FY THA T ALL FILLS HAS BEEN o 4. A7HAL 77C EMULSION (FOG SEAL) SMALL BE APPLIED NOT LESS THAN FOURTEEN PLAN (SWPPP) SHALL ALSO BE IMPLEMENTED, OR AS DORECTED BY THE CITY'S NPDES PROPERL Y PLACED AND WHO SHALL SUBMI T A FINAL COMPAC77NG REPORT FOR ALL FILLS ------------ (14) DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE INSPECTOR .r. APPLIED AT A RA TE OF 0.05 GALLONS PER SQUARE YARD ASPHALT EMULSION OVER 1' DEEP . � SHALL CONFORM TO SECTIONS 37, 39 AND 94 OF THE STA 1F STANDARD 4. THE DISCHARGER SMALL BEAVAKABLE IM1H EQrl1PNIENT AArb Mt71RKERS FOR EMERGENCY 000�1I T ' SPECIFlCA TIONS. W NK A T ALL TIMES DURING THE RA/NY SEASON. NECESSARY MA IFR/ALS SMALL BE 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY AF TEMECULA PUBLIC W WKS I r u d STOCKPILED AT CONVENIENT LOCA 7701VS ON SITETO FAC/LI TA TF RAPID CONSTRUCTION AND DEPARWEN T A WRI TTFN CER77FICA PON OF COMPLE77ON OF ROUGH GRADING IN ACCORDANCE �~-���` MAINTENANCE OF TEMPORARY EROSION AND SEDIMENT CONTROLS TEMPORARY EROS/ON AND WITH THE APPROVE GRADING PLAN PRIOR PRIOR TO ISSUANCE OF BUILDING PERMIT. 5� THE SUBD/WDER ORCONTRACTOR SHALL APPLY 70 THE CITY OF TEMECULA SEDIMENT CONTROLS SHALL CONSIST OFF BUT NOT BE LIM17ED TO, CONS7RUC77NG DEPARTMENT OF PUBLIC W17RKS FOR AN ENCROACHMENT PERMIT FOR ALL KWK FACILITIES AND TAKING MEASURES NECESSARY TO PREVENT, REDUCE, CONTROL, AND ABTF CER 77FICA PON SHALL BE, GRADE, ELEVA PON AND LOCA PON OF CUT/ FILL SLOPES 1 ; w4b IMTHIN Cl TY RIGHT-WA Y. DAMAGE DUE TO WA TER, MUD, AND DEBRIS R£SUL 77NG FROM EROSION AND SEDIMENT 1 : • -- ;� 7RANSPORT/bEP0977ON TO PUBLIC AND PR/VA TF PROPERTY FROM CONS7RUCT70N ACTT NPES 7. FINAL COMPAC77NG REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN 1 FOOT. 6. THREE INSPECTIONS ARE RMWE'D BY THE DEPARIWNT OF PUBLIC ODWS, ONE OF THIS PRO ECT INSPEC77ON AT SUBGRADE COMPLETION, AT BASE GRADE COMPLE7700V AND DURING A LUTED AREAS THAT MKL RE'G�7VE AIAIIEDIA 1F pPAD► A 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMIMENDA naVS OF PRELIMINARY • PLACEMENT OF ASPHALT. SOILS INVES 77GAPON BY, PE TRA _ DATED 03=16=04 . T*V SETS OF THE F/NALBEEN CLEAREDTHESE MEASURES MAY INCLUDE, BUT S71LL NOT BE LIMITED T // • 00COMB/NATION OF EROSION AND SEDIMENT CONTROLS SHALL BE IMPLEMENTED /N AREAS THAT � � VE . n• COMPAC77NG REPORT SHALL BE SUBMITTED TO PUBLIC WORKS DEPARTMENT WH/CH SHALL 7. THE CANTRAC7�7R SHALL BE RESPOINSIBLE FOR THE CLEARING OF THE PROPOSED HA SEED/NG, MULCH/NG, BALNKE75y MATS; D£SIL TING BASINS, GRADED BERMS; SAND AND/AR INCLUDE FOUNDA77ON DESIGN RECOMMENDA77ONS OF PRELIM/NARY SOIL REPORT. / wIaRK AREA AND RELOCATION AND COST OFF ALL EXISTING UTTL/TIES THE Cl7y GRAVEL BAGS FIBER RILL, RL7FR CLOTH, SILT FENCES, CHECK DAMS, CHEVRONS, DRAINAGE SHALL BE INFORMED 48 HOURS PR/OR TO BEG/NN/NG OF CONS7RUC77OFN AT INLET PROTEC770N, ETC. CARE SHALL BE ECERC/SED TO PRESERVE VEGETA TION BEYOND THE 9. THE CONTRACTOR SHALL N077FY THE PUBLIC WnRKS DEPARTMENT AT LEAST 48 HOURS (909) 694-6411. GRAD/NG LIMITS IN ADVANCED REQUES PNG FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION 1 • "j \ PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT. ♦ d A CO►NPACITAN REPORT BY A SOIL ENGINEER SHALL CERTIFY 90ZCO►IIPACT7AN 6. ALL EROSION AW ANT G10r1/1R�S SCALL IMAPLEMENIFD AAVMANTAMIED (LE PUBLIC WORKS DEPARTMENT PHONE. - \\ INSPECTED, RESTORED, REPAIRED, OR M017/f7ED ON CONTINUAL BASIS THROUGHOUT THE 97F (909) 694 6411 PL '4 OF SUBGRADE PRIOR 70 PLACEMENT OF BASE AND 95% CAMPACTTOFN OF BASE DURING CONSTRUCTION AC771477ES 70 PR07ECT DOWNGRADE PER/METERS; ADJACENT. 5' AKIN f L PRIOR TO CALL FAR SECOND INSPEC77N AND PLACEMENT OF ASPHAL T PA VING PROPERTIES, ENVIRONMENTALL Y SENSI TT VE AREAS, WA TERCOURSES, CURBS, GUTTERS; 10. CUT AND FILL SLOPES SHALL BE PROTECTED WI TH A COMB/NA PAN OF EROSION AND SEDIMENT 1 D' MIN 1 STREETS, DRAINAGE INLETS, AND OTHER PR/VA TF AND PUBLIC STORMWA TER CONVEYANCE CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING THE GRAD/NG PHASE. 'S 9. COMPACnaV TEST ORSERVAnav OF "GRADE OR BASE Raw GRADE SHALL BE SYSTEMS � COORD/NA TED BY THE CAN TRACTOR WITH THE SOUL ENGINEER AND THE PROJECT 11. POST ACPVIPES SHALL INCLUDE. BUT NOT BE LIM17ED TO, WHERE APPLICABLE � ,= INSPECTOR, ALL GRADE /NSPEC77ONS WILL BE /N CONAJC11oN wr>N OR PRECEDED 7 ALL REMOVABLE EROSION CONTT�ROLS; SUCH AS BLAAMlETS AILD AMT'S; sHOMn1 ON THIS PLAN, GROUND COVER, TREES, SHRUBS, OR A COMBINA77ON THEREFOR IN ACCORDANCE WITH CITY RG TOP OF SLOPE /� BY COMPAC770V TFS71NG. AND QUAL/NED IN THE SWT'PP (IF APPLICABLE), SHALL IN PLACE AT THE END OF EACH MbRK/NG DAY THROUGHOUT THE RA/NY SEASON. SIMILAR CONTROL DEVICES SHALL BE CODES PR/OR TO INE APPROVAL OF THE FINAL INSPECnON. SLOPES OVER 4 /N VER77CAL PAD PER PLAN 10. FINAL PAVEMENT S1RUC7UAL SEC17ON DESIGN SHALL BE SUBMITTED TO THE IMPLEMENTED DURING THE DRY SEASONS, AS APPLICABLE, TO M177GA7E DUST FROM WND HEIGHT SHALL BE PERMANENT IRR/GA 77ON SYSTEMS WITH BACK FLOW PREVEN77ON DEVICES - �G - - � 16 ,/ DIRECTOR OF PUBLIC *VRKS FOR APPROVAL A MIN/MUM OF TEN DAYS PRIOR 70 EROSION PER THE U.P.C. N NOTES PLACEMENT OF BASE MA 7FR/AL. THE DESIGN SHALL ADHERE TO THE METHODOLOGY d DURING 11,E NON-RAINY SEASON, SEDIMENT CONTROLS, R)CH AS CURB AND GUM \ SET FOURTH /N CHAPTER 600 OF THE CAL TRANS HIGHWAY DES/GN MANUEL AND CHEVRONS; DRAINAGE INLET PROTECTION, SEDIMENT TRACK/NG CONTROLS; ETC., SHALL BF 12. FILL MATER/AL SHALL NOT BE PLACED ON EXIS77NG GROUND UN77L GROUND HAS BEEN 2X MIN � ---� � 1. ONSITE DRAINAGE FACILInES (TERRAC"OWN DRAINS, U77L/2E THE "R" VALUE METHOD. THE "R" VALUE TESTS SHALL BE CONSUC7FD IN IMPLEMENTED. 1N ADDITION, ANY NON-ST ORMWATER DISCHARGES ASSOCIATED WITH CLEARED OF WEEDS, DEBRIS, TOP SOIL, AND OTHER DETRITUS MA7FR/AL. IF S7FEPED 20x' MAX 60BROW DITCHES, UNDER DRI VEWAY CULVERTS, ETC.) ACCORDANCE WITH CALIFORNIA TEST NO 301 AND SHALL BE PERFORMED BY A CON57RUC77ON-RE LA TED AC77147ES MUST BE PREVENTED FROM REACHING STREETS, CURBS, SLOP/NG TERRAIN OCCURS UPON WHICH Fl l REGISTERED CIVIL ENGINEER. THE NUMBER AND LOCA77ONS OF THESE TESTS SHALL GUTTERS; AND ALL OTHER STORMW47ER CONVEYANCE SYSTEMS ROU77NE STREET CLEAN/NG LL D TO BE PLACED, THE TERRA/N MUST BE TO BE PRI VA TEL Y MA/NTA/VIED, UNLESS SHOWN CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL SUPPORT. A REGISTERED CIVIL � / BE SUBJECT TO APPROVAL BY THE DIRECTOR OF PUBLIC OURKS SHALL BE PERFORMED BY DRY METHODS ONLY (I.£. STREET SWEEPING). IF STREET WASHING ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL APPROVE PLACEMENT TO FILL. SIDEYARD DRAINAGE DETAIL I�'7N/N AN H.O.A. EASEMENT. 1S REQUIRED, APPROPRIATE BEST MANAGEMENT PRACTICES (BMPs) SHALL BE INSTALLED TO GRADING DETAIL 11. ASPHAL T CONCRETF SHALL CONFORM 70 ALL PROVISIONS OF SECTION 203-6 OF D/RECTL Y ADDRESS THE WASHWA TER, OR AS DIRECTED BY THE Cl TY'S NPDES INSPECTOR. 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UN77L PERMANENT DRAINAGE STRUCTURES ARE NTS THE CURRENT STANDARDS SPEC/FICA 7701VS OF PUBLIC WORKS CONSTRUCTION INSTALLED. PR07EC77VE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING AND ASPHALT SURFACE COURSE SHAL BE C2-AR-4000. MIN/MUM 7HICKNESS /S 2 9. ALL CONSTRUCTION ENTRANCES MALL 6E STABIL/ZED (I.E. GRAVEL SHAKER PLA IES; ETC) 103 R INCHES, MAX/MUM THICKNESS /S 3 INCHES ASHA L T CONCRETE SECTIONS GREA TER YEAR-ROUND TO PREVENT MUD, SEDIMENT, AND DUST FROM BE/NG TRACKED OUT OF THE DO*NS 7REAM PROPER77ES FROM S77L T DEPOSI77ON AND POUNDING WA TER DURING GRADING THAN 3 INCHES SHALL CONTAIN A BASE COURSE OF B-AR-4000. A MIN/MUM S17E BE VEHICULAR TRAMC, OPERA PONS INDEX mAP R°� THICKNESS OF 2 INCHES 0 10. ALL SILT AND DEWS SHALL BE REMOVED FROM CHECK DAMS; SET FENCES, DESIL TING 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY INE CITY ENGYNEL�R, NOT TO SCALE R� � � � BASINS; CURBS; GUTTERS, SHEETS, BROW DITCHES TERRACE DRAINS, AND OTHER PR/VA TE VIA DEL MONTE AND PUBLIC STORMWA TER CONVEYANCE SYSTEMS PR/OR TO AND AFTER EACH RAINSTORM. DRAINAGE INLETS' SHALL BE PROTECTED TD PREVENT SEDIMENT AND DEBRIS FROM ENTERING 15. STABILITY CALCULA PONS WI7H A FACTOR -OF-SAFETY OF AT LEAST ONE AND FIVE- VIA RAMI A`SA o MODELS LEGEND DO*NS 7REAM STORY WA TER CONVEYANCE SYSTEMS TENTHS (1.5) SHALL BE SUBMITTED TO PUBLIC Wt7RKS DEPARI�IENT BY REGISTERED CIVIL PLAN 1 Ul, 3 � OYAL o - CRE PROJECT SITE FLOW LINE F.L. 11. THE DISCHRIETR &4ALL CONDUCT OPERATTOVS N SUCH A MAMWR THAT STDIRMWAIEX ENG/NEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT FILL SLOPES AVER 30 /N A WC UQ 4 PLACE RUNOFF WILL BE CONTAINED ON SITE THROUGH DESILTING BASINS, EARTH BERMS, EIC, OR VER PCAL HEIGHT. �., •"' w ,Nz i I+� Y� RL 7ERD THROUGH A SERIES OF BMP'S SUCH AS SAND/G?A VEL BAGS, SIL T FENCES; FIBER a ROAD I FOX ROAD FINISHED GRADE F.G. ROLLS, ETC., TO THE STORMDRA/N SYSTEM. 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CER77RCA PON ; � 6 r OF BUILDING PAD ELEVA PONS WHERE SPECIFIC ELEVA PONS ARE REQUIRED, THE ELEVA PON, � w �` �' s� Qp �� STORM DRAIN S.D. 12. THE DISCHARGER SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY P1RECAU7TON5 ro WITH RESPECT TO MEAN SEA LEVEL SHALL BE GIVEN. lF AN ELEVA PON WITH RESPECT TO �`' 9 rL �o oP4 PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUND WA IFR, DUE TO EROS/ON AND ( ) � <F � � o . ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT Ftiq FINISHED SURFACE FS SEDIMENT CONTROL DEVICES, CREA IFS A HAZARDOUS CONDITION CONFORMANCE WITH THEREQUIREMENTS OF THIS PLAN SHALL /N NO WAY RELIEVE THE DISCHARGER FROM THIS GROUND SHALL BE GIVEN. p to Pic 'y RESPONS18IL177ES TO THIS SITE AND PR07EC77NG ADJACENT PROPER77ES. ' ,� �p RD• ,k TOP OF CURB T C 13 TEMPORARY OR PERMANENT DIES►L TING BASINS ARE 70 BLE CONSTRUCTED, IIF APPLICABLE; 17. EROSION AND SEDIMENT CANNOT£• THE PERMIT SHALL ABIDED BY ALL THE REQUIREXIENTS R° PRIOR TO GRADING OPERA77ONS AND SMALL HAVE A MEANS FOR DEWATERING TO PREVENT OUTLINED IN THE CITY OF TEMECULA EROS/ON AND SEDIMENT CONTROL STANDARD N0 7ES TDP OF BERM TB OVERFILL/NG BETOFFN STROM EVENTS THROUGHOUT THE DURA PON PROJECT INCLUD/NG ADHERENCE TO THE STA TES NODES <=> 4,. 79 PERM/T FOR CONSTRUCPON ACPVI PES, IF APPLICABLE. TO SAN DIEGO HIGH POINT H.P. 14. STiaWWA TER RUNOFF GRADED AREAS SMALL NDT BE CARRIED OVER omm stopEs TEMPORARY EROSION AND SEDIMENT CONTROLS ARE REQUIRED ON ALL MANUFACTURED VICINITY MAPLOPES UNTIL 70Z VEpTA 7TVE COVER HAS BEEN ESTABLISHED OR AS DETERM/NED BY 1hE18. EXISTING DRA/NAGE COURSES SI•IALL COvnNUE r0 f`UNCnON DUR/NG THE RA/NY SEASON. 1�5' LOW POINT L.P.L•P PTY'S NPDES INSPECTOR. SLOPES MUST HAVE EROSION AND SEDIMENT CONTROILS IN PLACE NO OBS7RUCPON OF FLOOD PLA/NS OR NA]URAL WA IFR COERCES SHALL BE PERMITTED. NOT TO SCALE PRIOR 70 OCTOBER 1. SLOPES CONSTRUCTED AFTER OCTOBER 1ST SHALL HAVE EROSION TOP OF SLOPE TS AND SEDIMENT CONTROLS AS THE CONS7RUC770N OF SLOPES PROGRESSES ALL GRADED 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEA TED IN THE FIELD PRIOR TO SLOPES 3' OR MORE IN HE/GH75HALL INCLUDE, BUT NOT BE LIM17ED TO, SEDDING, COMMENCEMENT OF ANY CONSTRUCnON. MULCH/NGT SOIL STABILIZERS, SOIL BINDERS, VEGETATION OR HAVE EROSION CONTROL � GRADE BREAK G.B. BLANKETS; SUCH AS S7RAW, COCONUT, STRAW/COCONUT COMPOSITE, POLYPROPYLENE ENGINEERS NOTICE TO CT QR S MA TS, OR OTHER ACCEPTABLE MA 7FR/ALS INSTALLED. JJT NET77NG 510ALL NOT BE USED AS 20. THE PERMUTE MUST OBTAIN ENCROACHMENT PERMIT PRIOR 70 ANY WORK WITHIN A I � LOr NUMBER ASTAND-ALONE EROSION CONTROL. IN ADDlT70N, SEDIMENT CONTROLS SHALL BE PLACED PLAN 2 - THE EXISTENCE AND LOCA PON OF ANY UNDERGROUND U77L/PES OR STRUCTURES SHOWN ON THESE PUBLIC RIGH T-OF WAY. � PLANS ARE OBTAINED BY SEARCH OFF AVAILABLE RECORDS AND TO THE BEST OF OUR KNOWLEDGE, AT THE TOE OF THE SLOPE AND /N INCREMENTS OF 10 FEET MEASURED VERnCALLY ON THE FACE OF SLOE FOR GRADES OF 3.•1 AND GREATER. 21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOZES NOT RELIEVE THE r- -1�1 THERE ARE NO EXIS77NG U77LI PES EXCEPT THOSE SHOWN ON THIS PLAN. THE CONTRACTOR /S REQUIRED APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY' FOR TRE CORREC77ON OF I TO TAKE ALL PRECAU77ONARY MEASURES TO PROTECT THE U77L/PES SHOWN, AND ANY OTHER LINES OR TRACT BOUNDARY 15 PAVED STRffN SIDEWALKS; AMD OTHER IMPROVEMENTS SHALL BF MANTANED FREE OF ERRORS OR OMISSION DISCOVERED DURING CONS IRUCPON. UPON, REQUEST THE APPROPR/A 1F I STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR PROTECPLOOSE SOIL, CONSTRUCTION-RELA IED MA 7FR/ALS, DEBR/S; AND WASTE A T ALL 71MES.ON OF AND ANY DAMAGE RIGHT-OF-WAY MATERIAL STORAGE AND WASTE* HANDLING AREAS SHALL ESTABLISHED. PLAN REVISION SHALL BE PROMPTL Y SUBMI TIED TO THE CITY ENG/NEER FOR REVIEW AND TO ]NESE LINES OR STRUCTURES. MA TESECONDARY CONTAINMENT SHALL BE IMPLEMENTED FOR MA TRIALS HA VMNG A APPROVAL. PROPERTY LINE POTENTIAL FOR SPILLS OR LEAKS CONCRETE WASH-OUT PITS SHALL BE CONSTRUC7ED, IF CANS1RUCnav CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENEIRALLY ACCEPTED CONSTRUCnav APPLICABLE, AND SHALL BE LOCATED AWAY FROM STREETS AND SIDEWALK RIGHT-OF- 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOZES NOT IMPLY OR PROVIDE PRACPCES, CONSTRUCPON CONTRACTORS WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE CENTERLINE WAYS CK ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULA 77NG THE PROWS'IONS OF �-� RESPONSIBILITY FOR JOB SITE COIVD/PONS DURING THE COURSE OF CONSTRUCPON OF 1N/S PROXC1: INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; TNA T THIS REQUIREMENT SHALL APPLY CON77NUOUSL Y FLOW-INE �--' 16. EMERGENCY ACCESSES SHALL BE MANTA/NED AT ALL TIMES NCLUDING ACCESS 70 CONTRACTOR 1F OR FEDERAL ENDANGERED SPEC/ES ACTS OR WA IFR QUALITY REGULA PONS THE AND NOT BE LIMITED TO NORMAL WORK/NG HDQRS AND CONSTRUCPON CONTRACTOR FURTHER AGREES TO � NEIGHBORING PROPER RES). CONTRACTOR /S RESPONSIBLE FOR OBTAINING THE APPROPR/A TE CLEARANCES FROM ]NESE I DEFEND, INDEMNIFY, AND HOLD DES/GN PROFESSIONAL AND OWNER HARMLESS FROM ANY AND ALL LIABILITY, CUT/�ILL LINE --�---•-- F AGENCIES PR/OR TO ANY S/1F DISTURBANCES OR GRAD/NG. I REAL OFA' ALLEGED, IN CONNECPON Wl1N THE PERFORMANCE OF WORK ON THIS PROJECT. NAT 17 NO �'�n� OR ��AMI,� 01T�R THAN fKTE7Rl►NG BMA , StMLL OCCUR 117 ANY DA YL/GHT LINE EXISTING PUBLIC, OR PRI VA 1F, STORMNATER CONVEYANCE DURING THE RA/NY SEASON, THE CONTRACTOR SHALL BE RESPONSIBLE r0 REPORT DISCREPANCIES IN PLANS AND/OR FIELD CONDI PCUT UNLESS ADEQUATF TEMPORARYIPERMANENT DRAINAGE FAClums HAVE BEEN APPROVEDONS _J AND INSTALLED TO CARRY SURFACE WA IFR TO THE NEAREST PRACI7CAL STOrRMDRA/N OR IMMED/A TEL Y TO THE DESIGN ENGINEER FOR RESOLU77ON PRIOR TO CONSTRUCPON, AND SHALL BE RESPONSIBLE PROPOSED CONTOUR �_-999 PLAN 3 FOR DISCREPANCIES NO T SO REPOR TED AND RESOL VED. NA AURAL WATER COURSE ExrsnNG CON TOUR 1B FILL ALAS SHALL HAVE EIROSyIAN AAV SEDWENT CORMOLS AFLENIE"N70 NFNrE BFNMG CAUnON.• TRE ENGINEER PREPARING THESE PLANS WILL NOT RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED BROUGHT UP TO GRADE TO ELIMINATE, REDUCE AND CONTROL EROS/ON AND THE _9LTATION CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE /N WR/7ING AND MUST BE APPROVED STORM DRAIN �_ OFF DOWNSTREAM FACIL1 PES AND ADJACENT AREAS DURING C0NS7RUC710N PHASES THESE BY THE PREPARER OF THESE "PLANS" & CATCH BASIN SD-- MEASURES MAY INCLUDE, BUT NOT LIMITED 70, TEMPORARY DOWNDRA/NS, EI7HER IN THE _ FORM OF PIPES OR PAVED DITCHES WITH PROTECTED OUTFALL AREAS; EARTH BERMS AT BASIS OF BEARING 2.1 SLOPE - THE TOP OF SLOPES TO ADDRESS SURFACE RUNOFF, EROSION COYNNOL BLANKETS; SEEDING OR MULCHNG; CONFINED PONDING AREAS TO DESIL T RUNOFF,• TEMPORARY CHECK DAMS BUILDING FOOTPRINT THE BEAR/NGS SHOWN HEREON ARE BASED ON AND FIBER ROTS TO FILTER RUNOf F,• SAND/GRAVEL BAG PR01 FC TION AROUND INLETS; AND A POR77ON OF THE CENTERLINE OF THE CONTRACTOR IS ADVISED TO PREPARE HIS OWN ESTIMATES 12,345 S.F. APPROPRIATE GRADING TO DIRECT DRAINAGE AWAY FROM THE EDGAE OF THE TOP OF BUTTERFIELD STAGE ROAD, BEING N 14"54'58" W OF EARTHWORK FOR THE PURPOSES OF BIDDING, CONTRACT PAD SQUARE FOOTAGE SLOPES SHALL BE CONS7RUCTED AND MAINTAINED ON THOSE FILL AREAS WHERE NOT TO SCALE 41 PER TRACT MAP N0. 23143-1, M.B. 241/79-88. EARINWGRK OPERAIIOVS ARE NOT PROGRESS Alin CONSTRUCTION. FIN/SN PAD ELEVA PON 1234.0 19. THE DEPARTAIEINT OF PUBLIC MURK'S APPROVAL OF THIS PLAN DOES NOT RELIEVE ]FIE ENGINEERS NO TE' OWNER APP,�ICANT SOILS ENG/NEER PALEON TOLOG/ST _ DISCHARGER FROM Hl/NER RESPONSIBIL LIES FOR THE CORREC77ON OF ERRORS AND •SOURCE QEF TOPOGRAPHY BENCH SARK PROP. AC PA VING .- OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN OR APPROVED EQUAL REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE DEPARTMENT OF PUBLIC 0ORKS FOR THE PR/VA TE ENGINEER SIGN/NG THESE PLANS /S CRAFTSMEN HOMES /W CONSUL TING ENGINEERS PETRA PR/NC/PE & ASSOC/A TES ANALYTICAL PHOTOGRAMMETR/C SURVEYS, INC. RIVERSIDE COUNTY DESIGNA PAN.' T-27-81 APPROVAL. RESPONSIBLE FOR ASSURING THE ACCURACY OF DES16N SCOTT WOODS/DE 647 MAIN STREET, SUITE 1A 2 1/2 BRASS DISC IN CONC. CYLINDER STAMPED T-27-81 �ns- Iola(; At RIVERSIDE, CA 92501 FROM THE /N TERSEC PON OF FRONT ST AND RANCHO CALIF. RD., 3.4 MILES 20 THE DEPARWETNT OF PU90C M YWS RESERVES THE RK HT 70 MAKE CHANGES OR AND ACCEPTABILITY OF THE W17RK HEREON. IN THE 31988 PASEO PARALLOW 3544 UNIVERSITY AVE 27620 COMMERCE 39815 MURR/ETA HOT ' NORTHEAST ON RANCHO CALIF. RD. 44' NORIRWEST OF RANCHO CALIF. RD. � � .�� MOD/FlCA110NS 10 THIS PLAN AS DEEMED NECESSARY. EVENT OF DISCREPANCIES ARISING AFTER COUNTY TEMECULA, CA 92592 RIVERSIDE, CA 92501 CENTER DR.,S1F 103 SPR/NGS RD. (909) 686-5103 ��� 217,Q 13 SOUTH OF A 4 2 BOARD RAIL FENCE, 2 WEST OF POWER POLE , 17511301E APPROVAL OR DURING CONSTRUCnON, THE PRIVATE TEMECULA, CA. 92590 MURRIETA, CA 92563 DA TF FLOWN.• SEPTEMBER 30, 1999 SET FIBERGLASS W 7NESS POST 1' NORTHWEST OF MONUMENT. BUILDING & SAFETY ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING HOME PHONE.•(909)757-8199 (809)687-2929 (909)699-6193 (909) 677-9514 ' LD04m I SOG R AN ACCEPTABLE SOLU77ON AND REVISING THE PLANS FAX- (909) 687-2999 OF FOR APPROVAL BY THE CITY. ADJ. DA 1F 9-13-82 ELEV. = 1230.562' LD03m32SG R APPROVED / NAME DATE A � DATE BY REVISIONS DATE ACC'D SCALE o�Ess/ DESIGNED BY DRAWN BY CHECKED BY _ Drawing No. QR oN RECOMMENDED BY: DAfiE. 1.01101e* CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS I W ConsulfligEngineers, Iee, 9/6/b4 F.L AW0 SHADED AREA - L0T3 14; 15 7 � �p oy �R� ��F FI AC FI y y• 0/27/b4 F.L ® REVISE SLOIpE ON LOT 14 V/�� HORIZONTAL �� c� Plans Pr ared Under The Supervision Of Cnnl Englneenng g C.co -S %J4-A-S L*T Is W o ACCEPTED BY: DATE: �,,� ,,,�„�,��,,,� • Surveying ,��30' � No. 60874 PRECISE GPLAN SORE ,,,,0 DAYS • Land Planning Exp.12/31/04 � Date: /pZ7��- DEPUTY DIRECTOR OF PUBLIC WORKS * * FREDDY IRIANTO RONALD J. PARKS a TRACT NO. 26941 YOU ac YOU cFvl� VERTICAL srl 3544 University Avenue Tel: 951.687.2929 TOLL FREE 1-BOD-422-4133 Riverside,CA 92501 Fox: 951.687.2999 £0F CA0F° R.C.E. No. 60874 Expires 12-31-04 R.C.E. No. 19744 Ex fres 9-30--05 `�� -=.-98a---_ A PUBLIC SERVICE BY AS SHOWN P• P .„o LOT 1SHEET OF 3 (MODELS) Drawing- G-,\170.004 Fin c7/\Gradinq_P\Models\170004MGP-01.dwg Layout: 24x36 L Last Saved: Wed Oct 27, 2004 - 11:23am Last Plotted.' Wed Oct 27 2004 - 11:23am r •I. , ..-. 127 ___ _... •._ . . . _ I � + ! 250 1� I / --- 12 75f I 1280 • f' r � r. I , 1255 4 X. • j i I 1 i e r , f 1 -... 00� ` \ \ ~\ \ \` w r • , r ` � 4 1 t \ \ 4 I .1 1 l \ I 1 .-.. zIL i r f .- - 1170 I ` 12.3 1 _..� r� ..r :; � •`, it pC1�V i 1 \ , A~WD ROOMi PLANS f O 5 ' ,. 51.1 l I E� X11'd1 -`� \` 1 NO. . PLAN LD�D :134 l� �? • 125 . \ o GIE SEEPAGE 126,4.4 �� ', PITS'' -` �SI'IIGG SLOPES PER f I APPROVED ROUGH GyP/t61IC' PLANS + w ow w A � T• • - f nn I . \ ' SL EXISIAMG PRIVA lE AG�AAS .• L ' �1 r t1t1V1DS�CAPE MA AN AM(,E EA - • _ AQ00, I v ST r 1 \ a�+vw ian► P ► - .�. 'PLAN LD0f-139 dP215. 00 " _ • 1A411G A1LY.E�S AAO � ••. . -."•.- •._- -•.. ,� _ • �� DR NAIL EASEMIE'i1IT. _ .. • •: - -- _• -1r. - 1 Alii! XWO h f IWO E� SLa�S PER APPRO ROU T3% o - - I FL A -. _ PROPOSED A60 b 1230 - •,� � ' � Y\ • r 1 • - t � PA MENIEM 1 - DRAINAGE „rte EM D INA[ A� � SAAbIB 1 1. - A MA/NIENAN�EASEMENT. _. • 7 =3 1 -10 idoe � ..w • 0 30 60 20 m - - - - - - -� w - — - - SCALE: 1 =30 -.________________�_ • _wa �.- ___---��. _-_. . - • ?, - Jr- Ex►snr PLANS LD01-les ,. IF w i r},0 LDo m�l 1210 ..__.._. • 2 , •••'.• , 1 .. rte. :���, _.. • • Y'- 2LB04-235GR LD04-150GR LD03-325GR Q O DATE BY REVISIONS DATE ACC'D SCALE OFESS� DESIGNED BY DRAWN BY CHECKED BY - DATE: �i�a DEPARTMENT OF PUBLIC WORKS Drawing No. QR oN RECOMMENDED BY. � CITY OF T a/�/b4 F.L AWO 9��M AWA - L07S 14, 15 71464 ��O 0�� 1 R�qq��` F) AC F) Ile I W C121111tiag ERgiverit Ise. , F.L MEWSE SEWS aV LOT 14 HORIZONTAL �`� �� �A ti� Plans Prepared Under The Supervision Of o CnIII Engir�eering " p ACCEPTED BY: DATE: 11 iB C4 PRECISE GPLAN DL4L TWO Wota C • Surveying ��• 3 � LL 1._�. Uj Uj No. 60874 Date: l4 Z7 DEPUTY DIRECTOR OF PUBLIC WORKS Milo ` �� • Land Planning Exp 12/31/04 * EREDDY IRIANTO RONALD J. PARKS N TRACT NO. 26941 YoU DIG YOU DIC VERTICAL sr £ocCA\Fo `P 60874 12-31-040-05 '� 1�� 3544 University Avenue Tel: 951.687.2929 �T �� � ___ ____-_ (MODELS) • 1 F cA� RR.C.E. No. 19744 Ex ires LOT 1 TION FREE 1- 422 4133 Riverside,CA 92501 Fax. 95 .687.2999 R.C.E. 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DATCITY OF TEMECULA E:�•�'�l DEPARTMENT OF PUBLIC W'O'KS I W C1111111t,21 Civil Enginflowers, he, ����o� R%ti F © HORIZONTAL �� o Plans Pr ared Under The Supervision Of eering z • Sw,erng No. 6087400-1 ACCEPTED BY: ATE: z - PRECISE'f DEPUTY DIRECTOR OF PUBLIC WORKS GRADING PLAN \ \ DM • Ler►d Plannkg * EXP-12/31/04 FREDDY IRIANTO Date. RONALD J. PARKS � TRACT NO. Z6941 1�OU dC YOUM &W Urriverly Aymm Tel: 904.687.2929 VERTICAL j CIV% - � £°F MY 80874 12-31-04 g- —Qg �, � w rueuc sE� �4�-433 Riverside,CA 92501 Fax: 909.687.2999 AS SHOWN 1 (MODELS) ---- - -- - R.C.E. Ho. _- - Expires R.C.E. Ha 19744 Expires�1�0 SIE111'" LOT SHEET 3 OF 3 w . Drawing: G: 170.0041Final\Groding_P Models 170004MGP-03.dwq Loywt: 2036 L Lost Saved, Mon Apr 26, 2004 - 11:54arn Last Plotted* Mon Apr 26, 2004 - 12.•03pm