HomeMy WebLinkAboutTract Map 3883 Lot 301 Precise Grading GEhIERAL NOTE� �AdING N T�� EROSION 8c SEDIt�E T TRQL QTE� �,�
1. STANDARD� ALC WOftK 5HALL CONFORM TO TNE REQUIREMEN7S OF THE CURRENT EDI170N OF THE 1. S7ANDARDS ALL COPlSTRUCTIt7N AND GRADING RE�ATED ,4CTIVITIES (I.E. STQCKPILING, LAND 1. �ILTERED RUNdFF. ALL RUNOFF ShA�L 6E FILTERE� PRIOR TQ DISCHARGING FRpM A SITE 012 TO ANY
CI'E'Y'S iMPROVEMENT STANDARD DRAWINGS FOR PUBLIC WORKS CdNSTRUCTiON {AND SUBSEqUENT CLEARlNG, EROSIdN & SEDIA�ENT CONTROL, ETC.) SNA�L 9E PERFORMED IN ACCORDANCE WITH TYPE OF PRIVATE OR PUBLIC STORM VdATER CONVEYANCE SYSTEPA (NATURAL WATERGOURSES, y4r
AMENDMENTS), TNE CITY'S ENGINEERING AND CANSTRUCiION MANUAI, CiTY CODES AND CHAP7ER 18 9F THE CITY QF TEMECULA MUNiClPAL CODE, THE ENGINEERiNG AND CONSTRUCTION STf2EETS, GUTTERS, CONCRETE-�INED V-DPTCNES, STQRM DRAINS, FLOW-LINES, INLETS, dUTLETS,
REQUIREMENTS. MANUAL, All APPLICAB�E STANDARDS, THE LATEST EDITION OF TNE CALIFORNIA BUILDING CODE ETC.}. ALL NdN-PERMITTED DISCHARGES ARE PRQNI8ITED FROM ENTERiNG ANY STORM WATER
(APPENDiX J) AND. IF APPLICABLE, THE STATE WATER RESOURCES CONTftOl. 80ARD {St+�2C8) CONVEYANCE SYSTEM YEAR-ROUPID.
2. EMERGENCY TE�ERNONE NUM6ERS. (ANSWERING MACHWE IS NAT A,CCEPTABl.E): NATIONAL POLLUTION DISCHARGE ELIMlNATION SYSTEM {NPDES) GENERAL PERMIT FOR C�N5TRUGTION
KEITN WHITENEAD g,5y_20t_43gg ACTIVITIES. 2. BEST MANAGEMENT PRACTICES '� YEAR-ROUND, POI.LUTI4N PREVEN110N MEAStlRES, A�SO
KNdWN A5 BEST MANAGEMENT PRACl10ES (BMP'S}, MUST BE INSTALLED PRIOR TO ANY F(ELD �
(RESPONSIBIE PERSON/DEVELOPER) (24-NR PHONE NUMBER 2. PEftM1T REQUIREMENTS A GRADING PERMIT SHALL BE OBTAINED PRIOR TO COMMENCEMENT OF .4NY AC1��TIES. BMP HANDBOOKS CAN BE DOVi?JLQADED AT YJWW,CABMPHANDBOOKS.COM. ADDl114NAL i �
WORK dN THE SiTE. EROSION PREVENTION AND SEDIMEN7 CQNTROL (E5C) MEASURES MUST SE INSTALLED AND MAlNTAINEp �
KE6TH WNfTEHEAO 951-201-433& PRIOR TO AND 7HftdUGHG1UT EACH RAINY SEASOt3. THE DEVELOFTERJCONTRACTOR (S RESP�NSIB�E FOR �
(RESf�ONSIBLE PERSON/CONTRACTOR) (24-HR PHONE NUMBER} 3. NOTIFICATIONS PUBLlC WORKS SHALL BE NOTIFIED VI,� THE PUBLiC WqRKS INSPECTION LINE AT (951) ESC MEASURES THROUGNOUT TNE DURATION OF THE PftOJEC7 FOR ALL CLEARiNG, DISK(NG, GRADING,
30$-6385 AT IEAST 24 H4URS IN ADVANCE 0� BEGINNING ANY CONSTRUCTIONfGRADING ACTIVITlES. EXCAVATiNG ANp STOCKPI�ING ACTIVlTIES, AND ON ALL �XPOSED S�OPES AND INACI7VE PADS v,
3. IICEN5E1PERMIT REQUIREMENT. THROUGMOUT TNE EN11ftE SITE. THE t3EVELOPERjC4NTRAC70R 1S A�SO RESPf3NS16LE FOR ANY ���AS RD.
A. PRiOR TO STt1RT OF ANY WORK, A BUSINESS UCENSE SHALL BE 08TAINED FROM THE C(TY. 4. S4lLS ,QLL CdNSTRUCTEONfGRADING AGTIVIIiES SNALL BE DONE iN CON�ORM9ANCE N1PTH DfSCHARGES FROM SU�CONTRAGTQRS, �--�-----_�,_,,--
B. A GRADING RERMiT SHALL 8E OBTAINED, PRIOR TO ANY WORK QN PRlVATE DEVELOPMENT. RECOMMENDATiONS 4F TFiE PRELIMINARY SOILS iNYESTIGATION BY SQUTH SHOR� 7ESTiNG & A, STOCKPI�.4NG dF BMPS. ADDITfONAL ESG MATERIALS SHALL �E STOCKi'ILED ,4T VARIOU5 LOCATIONS
THE PERMiT AND AN APPROVED SET OF IMPROVEMENT P�ANS MUST 8E PRESENT AT THE JOBSITE ENVIRONMENTAL DATE4 dGTO�ER 31, 2013. 5AlD REPdR7 SHALL BE CCtNSIDEREp A PAR7 QF TNIS THROUGHOUT THE SITE �OR IMMEDIATE USE WITHIN SEVEN DAYS PRiOR TO ANY FORECAST RAIN. ON �N�
DUR4NG CONSTRUCTION. GRADING FLAN. EMERGENCY SITUATfONS, TNE DEVELOPERjCONTRACTCIR SHA�L IPu1MEDiATELY MAKE EQUlPMENT AND ca�
4. R�QRS Q2�OMISSIONS. APPROVAL OF THESE PLANS BY THE ClTY DdES NOT RELIEVE THE WORKEftS AVAIIABLE TO PR4TECT THE SITE. °�� �� G�
5. CUT 1 L �� t�ARA
APPIICANT AND ENGINEER OF RECORD FROM THE RESPONSIBIIITY FOR THE CORREC110N OF ERRORS 3, EROSI�N AND SEDIMENT CONTROLS. AL� ESC MEASURES SNAf1 BE INSPECTED, RESTORED REPAIRED ��
flR OMISSIONS DPSCOVERED DURING CONS7RUC7i0N. a MAXIMUM CUT AND FlLL SLQPE5 SHA�I. BE 2:1 UNLES5 OTHERWiSE APPROVED BY THE CiTY 6R MODiFIED YEAR-ftOUND THROUGHOUT THE SITE TO PROTECT PERIMETERS, ADJACENT FROPER7IES, � ITE
5. W RQ KING_F�,4UR5" CITY ORDINANCE N0. 94-25 STATES THAT NO PERSON SHP,LL ENGAGE IN OR ENGINEER AND SHALL COMPLY WITH TH£ RECOhfMENDATIONS OF THE S41LS REPORT. FILL 5LOPES ENVIRONMENTALLY SENSITIVE AREAS AND A�� PRiVATE/PUBI�IC STORM WATER CONVEYANCE SYSTEMS. ��
CONDUCT GONSTRUCTION AC1iVlTY, WHEM1 THE CdPlS1RUC110N SITE IS WITHIN ONE-QUAR7ER fl� A SHAIL NOT HAVE �ESS TNAN 90� RE�A7IVE COI�PAC7IION l3UT TO TNE FINISN SURFACE. !F ANY ERQSION OR SEDiMENT COhl7R6LS FAlL DURING FlNY RAIN EV�NT, MORE EFFECTIVE ONES WkLL
EE REQUIRED IN THEIR PLACE. `} a�
. TNRO GH FRIDAYCANID DSNALL9�4NLY ENGAG�E!N ORE CONDUCTaCONSTRUCTION ACTIViTY BETVd EN�7HE CLEARED MOF�RlNEEDS,H DEBR!aT TOPSOiIA�VE6�AlION S AND OTHER DDE ETERB�US MA�TER AL.HAS�B�E � �E�AIBNI5H NG �VEGE ATIV�EN COVER�LW ODA�t�U�ICH��STAPIED�OR QPIN ED� B ANKE7S� STRAW �f I CI N I� G �P
HOURS OF 7:00 AM AND 6:3Q PM ON SATURDAY. NO CONSTRUCTION ACTIVi7Y SHALL Bf SLOPE RATIO EXGEEDS 5:i AND fS GREATER TNAN FB�JE FEET, THE 7ERRAIN MUST BE KEYED P,ND
UNDERTAKEN ON SUNDAY AND NATIONALLY RECOGNIZED HOLIDAYS. BENCHED Td EiTHER BEDRQCK OR NATIVE S4lL, OR AS DIRECTED BY THE GEOTECNNIGAL ENGINEER. COCQNUT OR 07NER), P�AS11C SNEETING (MINIMt1M 10-Mli�}, POLYPROPYLENE MATS, 5PRAY-ON NO SCALE
G�NIROLS TO ALL DISTUR9ED AREAS QR OTHER MEASURES APPROVED BY THE CITY ENGINEER.
JUTE NETTING SHALL NOT BE USED AS ,4 STAND-ALONE ERC}SION CONTROL. FOR SLOPES i
8. REGULATORY AGENCY CLEARANCES. THE ISSUANCE 0� A PERMIT 8Y TNE CiTY DOES NOT IMPLY OR c. SiABlIlTY CALCULATIONS WITN A FACTQR OF SAFETY OF AT LEAST ONE AND FIVE TENTNS (1•5) GREATER THAN 4: 1, PROVIDE FIBER RQL�S �ND ElTHER A BONDED FIBER PAATRIX PRODUCT � A �� � I N
PROVIDE ANY CLEARANCES fROM STATE �R FEDERAL AGENCIES REGULA7lNG TNE PROVfSIONS OF SHALL BE SUBMITTED TO PUBLIC VdQRKS BY A REGISTERED CIVIL ENGINEER. SOILS ENGINEER UR APPUED TO A RATE OF 3500 LB ACRE OR A STA81l.IZED FIBER MATR9X PRODUCT APPLIEd TO A
STA7E OR FEDERA� ENDANGERED SPECIES ACTS OR WAIER QUALITY REGULA7IQNS. THE GEOLOGIST FOR GUT AND FILL SIOPES OVER 30 FEET IN VfRTtCRL HEIGNT. � LOT 301 OF TftACT NQ. 3883, IN THE CITY 0� lEMECULA, COUNTY 0�' RiVEftSIDE,
APPftOPRIATE CLEARANCES FROM THESE AGENCIES SHALL BE OBTAINED PRIOR TO ANY SITE RATE OF 10 GALjACRE. THE GITY ENGINEER MAY APPROVE DIFFERENT APP�ICAl10N RRTES F4R STATE OF CALIFQRNIA, ACCORDING TO MAP FILED IN BOOK 63, PAGES t THROUGH 35
DI5TURBANCE OR GRADiNG. d. AL� GRADING SHALL BE DONE UNDER THE SUFERVISION 4F A ftEGiSTERED CiVll ENGINEER, SOILS SLOPES �ESS THAN 4:1. INCLUSIVE, OF MAPS, REC�ftDS OF RiVEftSIGE COUNTY, CALIFORNIA
ENGINEER OR GEOLQGIS7, WNO SHALL SUBMiT TWQ SETS OF WRITTEN CERTlFlCAT10N TNAT AI.L FiILS 8. SEDIMENT CONTROLS. SEDIMENT CONTROLS SHALI INCLUDE, BUT ARE NOT LIMITED T0: DESILTING
7. CONSTRUCTION CHANGE. ANY CONS7RUCTION CHANGE MUST BE FIRST SUBMITTED TO TNE CITY AS A OVER ONE F00T IN DEPTH HAS BEEN PROPERLY PLACED BASINS, GRADE[7 BERMS, FIBER ROLLS, SiLT FENCES, GRAV�L BAG CHEVRON5 (FILLED WITH 0 ER DEVELOPER:
RED�INE REVISION FOR REVIEW AND AFPROVAL PRiOR 70 IMPLEMENT1NG THE CHANGE 1N TNE FlflD. MIMMUM %" GRAVEL), CHECK DAMS, DRAONAGE INLET PROTECTION, ETC. FIBER ROL�.S SHAII BE
REFER TO THE C1TY'S ENGCNEERING AND CONSTRUC110N MANUAL. g, AINA�. INSTALLED !N 15-FOOT INCREMENTS MEASUREd ALONG THE FACE OF THE S�OPE. SILT F'ENCE KTW INVESTMENTS, LLG
SNALL BE INSTA�l�ED A�QNG INTERIOR STREETS AND COMBf�IED WI7H GRAVEL-BAG QR StLT 39252 WINCHESIER RD. �147-289
8. PRE-CONSIRUCTION MEETING. A PRE-CONSTRUCTEON MEEIING SHAII 6E SCHEDU�ED TWO WORK a, A5 APPLICABLE, PROVIDE CONGRETE BROW DITCNES TO CONVEY 100-YEAR STORM FLOWS OR EENCE CHEVRdNS INSIDE TNE SI4EWALK RIGHT-QF-WAY OR BACK OF CURBS. TEMECULA, CA 92563
DAYS PRIOR TO TFfE START OF CONSTRUC110N. DURlhlG GONS7RUCTIdN, A DEPENDAB�E AND PROViDE GRADED BERMS ALONG THE TOP �F AlL GRADED SLOPES 4VER ?}iREE FEET IN VERIICAL 951-201-4396 PHONE
RESPONSIVE CONTRACTOR°S REPRESEN?ATIVE SHAI� BE AT THE J08 SITE AT ALL TIMES. NElGHT OR THAT AREADJACEN7 T4 GRADED AREAS, TO 4�RECT SURFAGE RUNOFF RWAY FROAd THE 4. STATE_CONSTRUCTiON GENERAL P�RMIT• IF 7HE PROJECT DISTURBS, EXPdSES OR ST4CKPlLES ONE
TOP OF SL4PES, ALL DRAINAGE DEVICES SHALL BE GONSTRUCTEd PER 7HE APPROVEd PIANS. ACRE OR MORE OF SOIL, THE SITE MUST BE COVERED U{VDER THE STATE CONSIRUCIIQN GENERAL
9. UTILITIES. APPROVAL OF THESE PLANS BY 111E CiTY DOES NOT CONSTITUTE A REPRESENTATION AS PERMIT. A WASTE DISCHARGE IDENTIFIGATION (WDID) NUMBER, A RISK LEVEL DETERMINATION NUMBER BENCNMIARK,
TO TNE AGCURAGY OR G4MP�ETENESS QF TFfE LOCATION, NOR TNE EXfSTENCE OR NON-EXiSTENCE b. EXfSTING DRAINAGE COURSES SHALL CQNTINUE TO F�UNCTION AT ALL TIM�S. NO 09STRUCTIOM t7F AND 7HE QUALIFIED "STORM WATER POt�LU71QN PREVEN7i0N PLAN°° {SW PPP} DEVELOPER (QSD} SHALL
OF ANY UNDERGR4UND UTIIITfES WITHIN THE PROJECT UMITS. ANY UTIIITY DAMAGED DURING 1}iE FLpOD PLAINS OR NATUR�L WATER COURSES SHALL �E PERMITTED. BE PROViDED TQ TNE CITY PRIOR TO lSSUANCE dF A GRADING PERMIT. A SW PPP SHA�� BE COUNTY aF RIVERSIDE B.M. N�7. &00-10-6� RESEi' 1987
PERFORMAIVCE OF THE WORK SHALL BE REPAIRED Oft REPLACED TO THE SATISFACTION OF THE IMP�EMENTED THROUGHOUT THE DURATION dF 7HE PROJECT AND SNALI 6E READILY AVAILASLE TO
GOYERNING AGENCY BY THE COtdTf2ACTOR, AT HIS EXPENSE. c. TEMPORAftY DRAINAGE SHALL 8E PRflViDED UNTIL PERMANENT STRUCTURES ARE INSTAL�ED. CI7Y AND STAiE INSPECTORS AND UPdATED T� REFLECT CURRENT SITE CONDITIONS DURING 3-t/4" ALUM. DISK IN TOP OF CURB STAMPED °800-10-68 RIYERSIDE COUNTY
10. $URVEY• IT SHALL BE 7HE RESPONSIBiLITY OF THE CONIRACTOR TO NOTIFY THE ENGiNEER OF P�OTECTIVE MEASURES SHALL BE IMtPLEMEN7ED 70 PROTECT ADJOING AND DOWNSTREAM PROPERIIES CONSTRUCTION. THE CON51RUC710N PERMIT GAN BE DOWNLOADED AT: BENCHMARK RESEf 1987' 2.0 MI. NW ON FROM' ST. �ROM MAIN ST., 1.4 MI. ON
RECORD AND TO INSTALL S7REET CENTERLINE MONUMENTS, AS REQUIRED BY RIVERSIDE COUNTY �OM SILT DEPOSlTfON AND PONDING WATER DURING CONSTRUC110N/GRADlNG OPERATIONS. WWW.WATERBQAftDS.CA.GOV/NtATER ISSUESfPROGRAMSjSTdRMWATERJCONSTRUCTION. JEF�'ERSON AVE., 38' NE`�Y OF C.L. (3F JE�"FERSON, 85' SE'LY OF C.L OF DATE 5T.
dRDINANCE N0. 491. CENTERIINE 11ES SHALL BE PROYDED TO THE CITY ENGINEER, UPON d. APPROVED PROlEC11VE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST 8E USED 70 5. PERIMETER PRflTECTION. PERIMETER PROTEC110N MUST BE lNSTALLED PRIOR TO ANY CLEARlNG ELEVAl10N: 1039.286 DATED 3/Q3J1987
COMPLETION OF TNE PROJECT AND BEFORE ACCEPTANCE IS GRAN7ED. Ai1 EXISIING PROTECT ADJOINING PROPERTIES DURING THE GRADING PROdECT. ACTIVlTIES. CLEARING SHALL BE I.IMlTEQ TQ AREAS THAT WILL BE lMMEDIATELY GRADED OR
MONUMENTAl10N {D{STURBED OR DESIROYEO DURING CONSTRUCTION) SHALL BE REP�ACED TO CITY DISTURBED. A COMBINAl10N OF ESC MEASURES SHALL BE IMPLEMEN7ED IN ARERS THAT HA'JE BEEN
GODE� fiND AS A PROaVED SY THE CI7Y ENGNNEERU UPON REQU STaSURVEY CUTSESHEETS SNfALL BE SHALABE PLACEOEWITHIN THE LIMITS OF EASEMENTg F ALL 08STRUC710NS, NO BUILDiNG OR WALLS CO SIRUCT10N MANUABESHALL A�SO�BE PROT CTED, S��' pS DESCRIBED IN 7HE ENGINEERING AND T�P�VRf'1PHY
PROVIDED TO THE ClTY ENGINEER.
f. THE MINIMUM GRADE FQR CONCRETE SURfACE DRAINA6E FACILITIES SHALL BE ONE-HALF PERCENT 6. C�QJdS7RUCTiON A�C�,�_PQINTS. CONSTRUGTION ACCESS POINTS SHALL BE SIA89LiZED 'MTH A TOPOGRAPWC INFpRMATdON SHOWN HEREON IS FROM A FiELD SURYEY
11. DUST CONTROL QUST SHALL BE GONTRQ�LED 8Y WATERING OR OTHER METHODS, AS APPROVED BY (p,�q,�, COMBINRTiON OF FtOCK AND SNAKER PLAT£S YEAR-ROUND TO PREVENT fRACK-OUT. INTEftIOR PERFORMED BY MEDOFER ENGlNEERING qN 8/25/2014.
THE CITY ENGINEER AND SNALL COMPLY WITH SOUTN COAST AIR QUALITY MANAGEMENT DIS1RlGT'S ACCESS POINTS (ALL PROPOSED DRiVEWAYS, MATERIAL STORAGE AND STAGING AREA
(SCAQMD) RULE 403. 7. PROPERTY CORNERS AC.� PROPER7Y CORNERS SHALL BE CLEARLY DELINEATED IN THE FlELD !'R40R ENTRANGES/EXITS, ETC.) SHAII A�SO BE PROTECTED WITH ROCK TQ PREVENT 7RACK-OUT 4NT0 GROSS AGREAGE = 0.�� AC.
12. CQNSTRUCTION FENCI�S�. A SiX �00T CHAIN LiNK FENCE IS REG}UIRED ON A�L INDUSiRBAL AND ENGPNOER.�uCEMENT OF ANY C4NSTRUC710NjGRAOING ACTt4lTY> OR AS DiREGTED BY THE CITY 7RACKOG�iSEO SEROED,�V C�UUMT WEEPERS SHALlB8EPU5ED��WHEN�STREETASWEEPiNGTBE OMES dISTl3RBED ACREA�E = 0.�� AC.
COMMERCIAL PROJECTS UNTIL ROQf SYSTEMS ARE COMPLE7ED OR AS DEEMED NECESSARY BY THE lNEFFECIIVE. CONii20�LE4 STREET WASH{NG SNAL� QNLY 6E ALLOWED PRPOR TO THE APPLICATION UF �1SABLE ACREAGE = �.65 AC,
CITY ENGINEER FOR PUBIIC SAFETY. TNE MAINTENANCE OF 7HE FENCE I5 TNE SOLE RESPONSI9tLITY 8. ROUGH GRADiNG iNSPEC110NS PRIOR TQ I ,�,�_F RMIT INSPEGTIOhiS SHAIL BE REQUESTED VIA ASPHA�.T SEAL COATS, AND ONLY WHEN ALL. PER11NEf�T QRA{NAGE INLEI�S ARE PROTECTEd. 'MPERVI�US AREA = 7,7�5 SQ. FT.
OF ThIE CflNiRACTOR. THE PUBLIC Y�4RKS INSPEC110N LINE AT (951} 306-6395. SUBMIT TNE F4L�OWiNG:
7. DESI�IING BASINS. DESILIING BASINS SNAt!_ EE DES9�IdED ACC(1RQING TO THE GUIDANCE PRt}VIDED !N PERCENTAGE �F �PEN SPA�E = 73� {2p,�H'I S:�.F�.�2$,T�9 St�,�t.�
13. INSPECilQNS. ALL WORK PERFORMED WlTHOUT PROPER INSPECTP4N FROM THE CITY A�AY 6E a, T1Nd SETS OF PAD ELEVATIQN C£R1IFICATION (I.E. RQUGH GR,4DE) TO IPICLUDE A STATEMENT THAT CAS4A'S �ONSiRUCT14N BMP HANQBOOK. lMPQUNDED 4VA?ER SHALt_ BE SECURED �'ROM THE PUBl.IC, B��( ���G �(�(���s� ��4�'��� � �.,�j� � f�.
SUBJEC7 TO REJECTIQN. THE PAd ELEVATiON CflMPLiES t�'ITH THE APPROVED GRADlNG PLAN. CERTIFICATlOiU SHALL BE TO SIGNAGE INDICATiNG "PONDED WATER - DO N�T ENTER," QR AN �QUIVALENT WARNING N�110E, SHALL pAT10 SQt1AR� F�{}�T,4GE = 1,O`I O S $��
14. OTHER CQNSTRUCTION t�QT�S. REFER TO SEPARATE NOT£S FOR "GRADING," "ER4SION ANC} �-OME, GRADE, ELEVATIQN AND LOCA110td �F CUTJFILI S�OPES. BE POSTED. �°
PERCENTAGE �F L�T C�VERAGE = 19.8% (5p721 �q.ft,j2�,749 sq.ft,}
SEDIMENT �ONTRbL," "P,4oJING" AND "TRAFFIC" REQUIREMENTS. !� APPLICABLE. �. �q+4 ���� p� p�D COt�PACTE0P4 GERTIFICA7fON (E.E. FiNAL GEt3TECHNICAL/SdILS REPQR7) TQ 8• �9ATERIAL S7 AGE. �ATERIAL STORAGE AND S"�AG1NG AREAS SHALL BE ESTAB�ISHED. FUEI TANKS, �}��t���q ��fL�It�G NEEGNT = 27��„
INCLUDE A STATEMENT THAT THE GR&DiNG CQMP�IES WIiH RECOMFAENRDA170NS OF THE PRELIMINARY �'�TABLE �OILETS. t�iQU�DS. GELS, POWDEHS, �ANUSCAPE A�ATERIALS ANn S70CKPILE� OF SO�L SHALL
SOIIS REPQRT. 9E ST4REp AW�Y FROM A�L PRfVdlTEJPUSLIC STORM! NlATER CONVEYANCE SYSTEAk5, SIDEWALKS,
RIGHT-OF-WAYS AND FLOW-�INES AND SHALL HAVE SECONDARY CONTAINMENT. INACIIVE STOCKPI�ES E�►RT'HW�RK Ql�ANTITIES
9. FiNAL iNSP�CTION PRl6R �QOCCUPANCY REFER TO THE ClTY ENGINEERING AND CONSTRUC110N OF SOIL SNALL BE COVERED AT ALL TIMES. ACTlVE S70CKPILES SHALL BE CO�RED PRIOR TO A
MANUAL FORECAST RAiN.
10. POST GRADIh��_ACTIViTI�� POST GRADlNG ACTIViTiES SHAIL lNGLUDE, �UT NQT �E LfMiTED T4, 9. CONSIRUC114N WAST�, CONSTRUCTiON WASTE AND MISCELLANEOUS DEBRlS SHALL BE PIA�ED iN CUT 175 CY
INSTAL�ING WHERE RPP�ICABLE: GRQUNDCOVER, TREES, SHRUBS OR A GOMBINAl10N TNEREOF IN WATER-TiGHT BINS. WIRE MESN RECEPTACLES SHALL NOT 8E ALLOWEQ. WASH-OUT STATlONS SHALL F��-L �75 CY
ACCORDANCE W9TH i7iE 7EMECULR PAUNiCiPAL C4DE PRIOR TO FlNAL INSPECTI4N. SLOPES OVER BE PROViDED FC}R CONCRETE, PAINTS. STUCGO AND OTHER l.It�UID WASTE, AND SHALL BE LINED WITH IMPORT/EXPORT 0 CY
FdUR FEET fN �RI1CAl. HEIGHT SHAL� NAVE PERMANANET IRRBGA710N SYSTEMS 4+�TH BACKFLOW PLASTIG AND LOCATED AWAY FROM FUBLEC RIGHT-dF-'NAYS. FI.OW UNES, ETC. PRIOR TO ANY
PREVENTION DEVICES PER TNE U.P.C. FOREGAST RAIN, BINS AND WASH-QUTS SHALL BE GOVERED WITH LIDS QR PLASTIC TARPS. CONS t RUCTI�N N�TES �C QUAN�TIE�
91. OT1iER CGNSIRUCTlON NO?ES REFER T� SPEARATE NOTES FOR PAVlNG, GENREA� AND ERQSION AND 7D. SLdPE PR07ECTION. STORFA WATER RUNOFF SHALL NOT BE DlRECTED OVER SLOPES I�flTHOUT
SEDIMENT CONTROL REQUIREMENTS. PERMANENT DONM DRAINS INSTALLED. ESC �iEASURES ARE RCQUIRED ON ALl. EXPdSED SLOPES UNTiI �1 CONSTRUCT RESlDENTIAI DRIVEWAY (W=20') PER CITY OF 180 5(3. FT.
SUFFICIENTJPERMANENT LANDSCAPE IS ESTA6LISHED. TNERE SHAIl. BE 1Q0� St�OPE PRQ7EC710N BN TEMECULA S7D. N0. 207
PLACE PRIOR TO ISSUANCE OF CERIIFICATE 0� OCCUPANCY.
SOILS ENG{NEER'S CERTiFiC�i �2 GON5IRUCT 4 IN. THICK CAST !N PLACE CONCRETE PAVING WI1N 1,53b SQ. FT.
11. PORTABIE MIXERS. ALL PORTABIE MIXERS SHALL HAVE PLASTIC LINERS UNDERNEATH THEM WITH FIBEftMESH
GRAVEL-BAGS PIACEQ QN THE DOWN-HILL SIDE dF TH£ LINERS TO CONTAIN DISCHARGES.
I, GEORGE E. HAWES, A REGISTERED CIVIL ENGINEER OF THE STATE OF CALIFORNIA, PRiNCiPALLY DOING 3 CdNSTRUCT RIF RAP flISSIPATER - U5E 12" THiCK 3' MINUS 2 CY
BUSINESS IN TNE FIELD OF APPLfED SOII. MECHANICS. HEREBY VERIFY TNAT A SAMPLING AND STUDY OF 12. MAINTENANCE. ALL ONSITE AND OFFSITE FLOW LINES (I.E., V- AND BROW-DITCHES, TERRAGE QRAINS, o ROCK 4VER GEOTEXTiLE FABRIC. SEE DETAIL ON SHEET 2
THE 501� CONDITiONS PREVALENT WITHIN TNIS SiTE WAS MADE BY ME OR UNDER MY DIREC11flN dN RI6BON GUTTER5> CURB GU7TERS, ETC.), STORM W.47ER CONVEYANCE SYSTEMS, CHECK DAMS,
AUGUST 18, 2Q14. ONE COMPLETE COPY QF THE GEOTECHNICAL ENGINEERING INVESIIGATION COMPILED CHEYRONS, SItT FENCES AND DESILTING BASINS SHALL BE FREE OF SEDIMENT, CONSTRUC110N 4 GRAVE� BAGS 2 RdWS HIGH 140 EA
FROM THtS S1UDY, WlTH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO 7HE OFFICE OF THE CITY MATERiALS, WASTE, MBSCELLANEOUS DEBRIS ANQ DETERIQRATED ESC MEASURES YEAR-ROUND. �
ENGINEER. Q SIIT FENCE 720 L.F.
7HESE GftADiNG PLANS HAVE BEEN REVIEWED BY ME QR UNDER MY DIRECTlON AND CONFORl� TO THE 13. OBSTRUCTlONS. Nd OBSTRUC110NS, QTHER THAN BMP°5, SHALL BE ALIOWED WITHIN ANY STORM
REGQMMEND IONS dE IN THE GEOTECHNICAL ENGlNEERING iNVESTIGATION MENTfONED ABQVE. VdATER C4NVEYANCE SY5TEM, UNLESS ALTERNATIVE DRAINAGE FACILITIES NAVE BEEN APPROVED BY � �p�CRETE WASHOUT � Eq
THE CI1Y £NGINEEft.
' ����jr�,� 1�. �THER CONSIRUCTION NOTES. REFER TO SEPAR�TE N4TES FOR "GENERAL," "GRADiNG" AND "PAVING" �7 STABILI�ED CONSTRUCTION ENTRANCE CONSISIING 6F 3" MINUS � Eq
GEO G . N ES �� �� `�'�, ��, REQUIREMEN7S. R4CK, MIN. 12 THICK
a � z 8 MULCH OR HYDROSE£D 4,050 SQ. FT.
R.C.E. N0. 34779 �, �, Q
?d�. �p��� �
S• � ! ��
DAIE ��°���trF���`�
�iva� ���m�'s �a�ncE �ra �� ca��AcroR: L�15-0755
TFiE EXISiENCE AND LOCATION QP ANY UNDEftGROUND UTILITiES OR
STRUCTURES SHOWN ON 7HESE PIANS WAS 4BTAINED 6Y A SEARCH OF
AVAlLABLE RECORDS. TO THE BE5T OF 4UR KNO�VLEDGE, THERE ARE NO Medafer Engineerir�g Inc.
EXlSTING UTILITIES EXCEPT THO5E SHQIMN ON THESE PLANS. TNE CONTRAC70R
, IS REQUIRED TO TAKE ALL PREGAU710NARY MEASURES TO PR0IECT THE 28610 Midsummer Lt]f18
UTILIIIES SHQWN, AMD ANY OTHER LPNES OR SIRUCTURES NOT SHQWN ON MGi11�888 CA 92584
TNESE PLANS, AND IS RE5PONSPBLE FdR TNE PRQTEC710N Of AND ANY OAMAGE
Ta �ESE ur�Es oR s�ucTUREs. 909-816-5830 f 951-301-6792 fax
medofereng�9verizon.net
Underground Service l�1le� CONSTRUCTlON RECORD DATE BY REVISIONS DATE ACC°D BENCH MARK SEAL: Designed By Orawn By Checked By Drawing No.
��A�� Q�°fEs�,�� -- CI TY �F TEI� ECU LA
DEPARTMEtVT QF PUBLIC WORKS
��p P�� A �E,O9�F M.A.M. M.A.M. M.A.M.
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Horizonta! 4, �}Z` Q.� y Pla�s P► red Un r rvision ot RECdPAMENDED BY: ��(e�;�--- DATE' aL�.�
caa: ro�� �EE c��t��, y � � Z �° . !f � L4T 301 C� 7RACT NOa 3883
' � -$OO SEE ABOVE AS NOTED w No. 47604 � 5/os/2dr5 ? . }�'� �1 �1p/� A, p@ /�(��
L��-���� inspector Veetical * �X P, 1 2-3 1-i 5 * M t C H A E I. A. M E D O F E R ate: A�G�P T�(3 B Y: �� /' �""� � d A�E. �d� � �w-•, ;•.� ���`/�i 7� `s l�l�'1�'I M� 1- L./'4 1 V
Date Complated `�'T elV11. ,a�fr MAS W. G,�2CIA J `,• ,
'4T oQ` 47soa t213tj16 DlRECTOR Of PUBLIC WOftKS/CffY ENGINEER �a ; ?`` ;j� C U a�� F���N ,�'i E
TWO WOF2KING DAYS BEFORE YOU DIG NA �'oFC�t,�f R.C.E. No. Expires �, saea Sheet 1 of 2
R.C.E. N0. 48279 �A.� A.�.N. ���S�Q��
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PROPERTY TEMECULA STD. N0. 207 3 ; .�
IiNE ���� "b'�^�� �NEPERTY 2 CONSTRUGT 4" THICK CAST IN PLACE CONCRETE WAVING WITH 12h� ���'5�,, ,s
cn' PROPOSED 9UILDING l � �'' � 3" MfNUS RQCK GEOTEX11l.E FABRIC �
FfBERMESH � � � /
- s - - ev .` .e LOCAitON FINISH GRADE "�y � VARIES 6' t' �'' SUBGRADE �E��� /
2' MIN. MIN. MON. � / ,J,,
N PR4POSED PAD " "• -� .._„ SLOPE J �3 CpNSiRUC7 RIP RAP QISSIPATER - USE 12" TNICk; 3" MINUS , �
ELEYAl10N = 1269.33 2'' Max' �'` ftOGK OVER GEOTEXTiLE FABRIC. SEE DETAiL ON TNIS SHEET 5 � '/
EXIST1NG GRADE--'°�� `"' '- - - � � / � �''�
�ry _ ' k,�''Q�� GRADiNG � GRAVEL BAGS 2 RONS HIGH � S�yq �o
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; SCALE: t" = 20' H�2iZ. 8e VERT. � '°Cq�, q"P`.._--�f ,� � A(9�,�.�
6 CONCRETE WASHOUT �� ��i��
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' SEC I IVN B�� OBTAINED BY A SEARCN QF AVAILABLE RECORDS, Td 7HE 6EST OE 4t)R KNOWLEDG£, THERE ARE NO EXI5TING pETAIL• RIP R�►P QISSIPATOR M8111f@6, CA �Z�"..f'$4
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MEASURES TO PROTECT THE UT1U11ES SHOWN, AND ANY QTNEft �INES OR STRUCTIIRES N�T SN04MN ON TtiESE PLANS,
AND I5 RESPONSIBLE FOR 7HE PROTECTION OF ANp ANY DAMAGE TO THESE LINES OR STRUCTURES. 0 20 40 60 80 medoferengOveri2on.net
Underground Service Alert CQN5TRUCTION RECORD DATE BY REVISIONS QATE ACCD BENCH MRRK SCALE S�A�� Desi ned B Drawn B Ghecked B Drawin No.
�RpfESS�p�, g y y Y CI TY OF TEM EC� LA
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Call: TOLL FREE Cantractor �� 0 2� � � � � �P° P .
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04� com�,�ted sT9T °fv" o¢��P a2,��t'S DI E OR QF�PUBLRC WORKSjCITY ENGINEER � ��xV' `�' �� N AND SEDIMENT PLr4N
N�A �OFCA``F ft.G.E. No. 47� Expfres R.C.E. N0. 48279 �ore;°°� ` Sheet 2 of �
TWO WORKING DAYS 6EFORE YQU DfG � LOT 301 C� 1RACT NO. AJ'.N. �-2