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HomeMy WebLinkAboutBook 8 Page 359 Lot 121 Storm Drain BRIVA)F 6 TORY DRA IN IMPRO VEYEAIT)I I A Ng FOR f APPLICANTIOWNER L AM Al a t ALL omwswAu awmawro THE Rnal1Rs/ENTS of THE CY mmr Emnow of, mr aryi 9BEN2ESf8LUMEN AL ECULA, LLC ESClR,n"Tf }� m~wwDvr ,Sr A Pu&lc Ks C atom WAND sus ENr AMEN mrsaPA 33 JAMBOREE ROAD E MUCT MANUAL, CITY ES AND REOVIR E T EA , cA. 9266D CT BO�INDARY . : (ANs ING MACHINE IS NOT AG:CEPTABLE): MBFRA6XLU � C TACT- G BLUMENTHAL IJNE " 21 t PHG V 9 9 4�1813D59 CURB AND G U77ErrR � "�" . 'A KUNZIK AND SARA ?&l�-5J5-6.65 MUD' ,� �►� , y FAX.• ( - E'°'�' SIDEWALK '' S7 S ( PANY) (2 -HR P/�l E NUMBER) 5 A.C. PAVI D SASE M KUNZIK AND SARA ? 0-535-922 a LI 1 s' DES�'RIPn P P .,,. TRAC C PANY 24-HR PH E NUMBER MURRIE A • T ,. � ( � ( � � �.,; 1 n fr E SHEET .. �l� 2 7EMECULA CENTER DRf W PLAN AND PROI Z E CROSS GU711ER Ae A!. Sr r Y Rif A S7NESS LICENSE♦ SHALL BE TA1N G:tT�: Sc fit A Ir WN , PRIOR7*0 ANY K PRYVA DE L MENT mr PERM/T ..� `�1� `�� `��` � ��, STA' L r I ENT PLANS MUST E PREswr A T E sl DURING •��, c' � � ` H R S D `� Rsn s N PI ammms OPAL Cyr nfESE PLANS BY THE CITY D S NOr LI E APPLICANT AND ..� �. �� C �z r . EYIS77NG CURB D GUMER RE' THE S781L1TY F THE REC770N OF ERRORS OMISSYONS g• t a D15 NG G�'OIVS?74UCTr�l+4t. �A.r'JAIL ---t- -� �� 1� c ` EXrsnRVG 5�7?4IPYNG SATE �'� E !!TY RD. f y�t� .`trJ�-eVjl(-Zr �`;.�J�1J�1�r` �'fr1/ EXISnNG CAS C,7TY DIN NO. 94-25 sm T HA T NO PERS SHALL GA IN C Ducr CITY LIMITS 5 ,�� �/ EX/SnNG aflMAYC G'L0IdS`T�'�"fCTi�YII Acl#'1+9�'T�' i�fE71/ THE E'OVSTRUCnG71+V S/7E' IS �+ITH/N ONE- /ARP J? �" A MILE f,?F AN �' �.�,/ECULA 15 �° ��� �� ` O URED' RE57DMMw fifii "' THE HOURS OF 6.3D PM AND 6.3D AM. MONDA Y TiYROV6H FR/DA Y AND EXlST1NG SEA MAIN SHALL L Y DomGr IN G:avwcr CWSrRUCn0N AC77W Y BETWEN THE HOURS OF ?•Ot7 AM AND '� � COUNTRY � �1 k EX1SnNG WA T�rR MAIN �� I& SA A�: NO SMUM7 ACnWTY MALL UNDER 2AK NDA Y AND NA n Y Cam• D • �� ���� �RECOr. . . l R' DA • ��> EXISANG RECLAIMED WA M . _ !. ��� PC ISSUANCE OF A PERMIT BY THE CITY DOES` NOr IMPL Y GR PRotor ANY alfiA ANC.�ES FROM STA TE" OR FEDERAL AGENCIES REGULA 77NG THYE PROWSIG7NS OF STA 7F OR FEDERAL DWANOMM OYES ACTS GAP WA TER QUALITY REGULA nt7NS. T�tE APPR6PR/A Mr ARANCES FROMT 4ESE VICINITY � A TAINED I 70 Y S7TLr DISTURBANCE GRADING• T scA LE r 7. . Y sTmcn mANGE MUST BE f7RST SUBMI E CITY AS A EDUINE - A OVAL PRIOR70 IM ENANG THE CHANCE IN THE R=7ELD, R E s' � T C. +t Nc D C ST�'UC77 MANUAL. / FLOW L/NE A n 4> 8 -� A PRE= ST UC77 MEEnNO SMALL BE SCHEDULEDK DA PRIOR ® � � P rY IJ TO THE" SrART tom" covsmuenON. DURING CONSrRUCnOV, A DEPENDABLE AND RESPONV IC CCW;rRACr0R.S AEPRESWrA n L A T E SY7E A r ALL 77MEs G.B. m mrsE"' PLANS BY THE CITY DOIEs Nor C Sn7ZI7� A REPRE TA 77 A E GRADE AKIr SYM MADE ACCURACY TE'NE THE L A 77ONo N THE EX/S N -EXIS C£ ANY � � ����� � FS 0. f�NI D U1?LIn. w HIN mr PR "Cr UMfT�: ANY lumurY DAMAG-D DURING mr PERFORMANCE Off• o ,.. F. INwRRNIS ED S'�/�R1�At " ME OW 9VALL, BE REPLACED 70 lHE SAnSFACn THE GO12rRNING AGENCY 8Y THE `' , , �► /.E. /NVL'Rr�AT1' "' omw T 'AC` A r HIS N 11D B. Inc. +GIN T7 "` r 12 86 12 E.I.0 END n l . Ir E SMUTY Of' THE TiRAC TO NOTFY 7hF ENG N REC D AND ra f TW r T LINE UM M AS REWIRED BY RI S/DE N ORDINANCE NO. 491. '� ° f�% , t t T. �' A s PRc�r r0 THE arY G y EER, UP c PLEn E PR CT AND ,�- �, 5 43 3 5 RIM RIM A n A r IS ® ALL EVSANG M UMETV TA n (DISTURBED D O YED DURING , �,°' J bfF. CO. T rO CITY STANDARDS IN ACCORDANCE TH THE ND SUR Y ACT F: P . PRIVA TE' AAV VC s D HI WA Y CODE* AND AS APPRa BY THE CITY ENGINEER. GIP RE U T, SY/RVLrY �' o I , E:G. AISnN r W 70 THE CITY D VNEER. #f Fez r1��v M� -�� � : � � __ = � _- __ = - EXrT. EXISnNc It , ' .Sr BE TR BY 47 R/NG OTHER METHODDS; AS PPROW Y E - ,, I �r r r �. Yf "- �.�=�, - '. _-------- _ k C.B CA 9N .i, 6 -` 1 f A .r�.,!1 J.7'-0; //� .' .,�rr's�1f r�)J�J�;ri f'/'1� CRE � tt.. � ��1 t� F.rY D PLY w sUUTiS+' cOAsr AIR owurY MAMA ENr D1smlcr'S (SCA D EXIST: RRE H r ___�- .,�.f jV-9Y -°--4 00---0----�� SIDE AL • EXIST CREX F.D.C. FI nm r G 12. S' c C NG A six T amIN UNK cE /S REQK/IRED ALL /NDUSTRI AND COMMERCIAL - - 1 S . CONCRETECURB P.1 V. sr ImIcA Ir w M UNr SY S PLETED AS DEEMED NE RY Y THE CITY ENGJNE F CURBAND AC A AL nc W LlC SAFETY. THE AN AN THE FENCE IS THE S R OWS781L/TY E C T�'AC ,l H.P. HI T 1. L K d�ITHOUT mom INSPEcn FR mE CI A Y BE sus cT { L.P. LowNr c • . A .H ANH 14. R R TO SEFARA TEr NOTES FOR NG RADING; T OS/ AND SEDIMENT Q E OT .SCALE R Rl r- - NA Y G AND TRA C RE 1REMENT:, IF APPIXABLE. D &lc U TY EA r 33§ WWAY P.U.E. 4f Afk x 'L 78' R NZ Y R I t 11 2' 011 0 5' ' 2T 10' PAIN 23' 5t 6 S 9 EDIAN ,S` I A � � TY ECU LOT LINE �'1STMENT O. PA D?-0.�49, IN E cl ECULA, � � STA MOVIA, RC7LM /N THE CE OF THE COUNTY RECORDER N NO 15, 2007.. AS DOCUMENT NO. 2ov- 9 ?, G w REC Ds. v ® :; ... TURF P.(:C 12, ' i • SIDEWALK •1 ?, 5, 5, A.C. PA T PER PLAN a ( !N. ' --:� d. ill �r-'' 114 1 i�l-h'fl- Ift 6 AC BERM' FAZNI gAj$LgMff owl N1 AMBA CR1 i�r k ____ __________ 1 916'- � PRO�PO.SED LAP. A t SWA 12 MIN. A T 1 ' L T PAC SU • r 34 L r D T'i BA R ?' 6' 6' 1.D' MIN. 70 BB2.Cf.1: A 229 f KEr MAP 1+ I VE' 1 3 SCALE: 1 1 ' ZAOM"A CA 92590 ENGINEERS NOrICE rO CONTRACTOR 1• C ACT A ES THA T H SHALL ASSUME SOLE AND C PLETE RESP SIBIL/ F Sl 7F CfNrZR DRI VE *%0 IND US rRIA C D/n DURINGE COURSE C STRUC77 INCLUDING SA rY ALL PERSONS AND PR R �� -�-�--� C01w --r-- 1 E 1RE ALL APPL Y C ANUOtISL Y AND NOT BE L mnw NORMAL KING HOURS NOT lO SC C TRACT ALL DEFEND, INDEMNIFY AND HOLD THE O ER AND ENGINEER HARMLESS Y AN ICAL C 7 CITY ECULA STA?. 103A ALL LIABILITY REAL ALLEGED. IN C NEC77 TH THE PER oRmANCE K mis PRO r T.I.-1D.0 EX PING F LIABILITYARISING THE S NEGLIGENCE THE O ER ENGINEER. 2® CAN© N THEIR APPROX/ Tr' LC A?7ES R&POR729D OR AND EXTENT. THE OD ER B�LIC RECORDS,AC EPTTNG THEE CONSTRUCrION 1V0rfS AND 0UAiVr1r1fS DESCRIP77 )7 Y PROCEEDING IMPROVEM HERE , AGREES TO ASSUME LIABILITY AND rO H E 1 NOT U ENGINEER HARMLESS F A DAMAG�rS RESUL 77NG THE EXISTE'N UNDE OUND U77LI E INSTALL 4" R 2 D S DRAIN ? L.R=' smuC RE NOT w INDICA TED PUBLIC RECORDS, THOSE STRi'UC A r A /A • REP M'D RECORDED LOCA 77 S. E T?AG; IS REQUIRED TO TAKE DUE PRECA 77 ARY 3 INSTALL RCP 2 -D S M DRAIN 4 ' L.R=: EASURES TO PROTECT THE UX1TES STRUCTURES SHO AND ANY 07H S FOUND T TIE • IT INSTALL 42 RCP 2 -D STOIR DRAIN 197 L F. ALL E C TRACT 'S RESP S/BILI TO NOnFY THE O ERS ALL U77L1nES ST�'UC RE C STRUCT MANH PER RCFC S7D, D . MH252, L=5Gs", P=50 2 EA. CONCERNED BEFORE STA nNG K. C smucr cMP INLET PER RCFC SM. D . C8107 TH ORA PER 2 EA. ST?2• D CB1 ( T�.ET ENINGS rO BE 12' MINIMUM ABO kf R7N/S YEDGRADE) J E ENGINE PREPARING THESE PLANS LL NOT BE REST' SIB1.E FOR, LIABLE F ? CONST7 ucr P/PE cm T HEADWALL AND NGWALLS PER CAL TRANS STr1. D 1 . UNAU IZED CHANGES r0 USES ESE PLANS. ALL CHANGES r0 THE PLANS USr BE Iry I nNG AND UST E APPROI ED 8Y E P ARER THE PLANS. PLACE 1 4 T RIP RAP, L=1 =JD; THICKNESS--2.?' 14 C. Y. I , ��IS QF .�RING9 ANNE& E ENG7N PREPARING THESE PLANS LL NOT B£ R£SPG�1/s18LE F LIABLE FOR YNEZ ROAD AS SHOWN ON MAP OF TRACT 29639--2, UNAU7HORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUsr BE /N ` M.B. 345f 1-19, BEING N 23.59'49" W 17ING AND UST BE APPRO D 8Y THE PREPARER THE PLANS. PLANNING ENGINEERING SURVEYING roll DIAL Tmwo ING 41689 Enterprise Circle North.,Suite 126 5. 1 A E E ESP 5781LITY THE TRACT TO IFY DIMENSI AND D/n ig BE�`OR DAYS BEFORE Tpr,t-c=tjk�,Cam.92590 O E A SITE PRI 70 ANY C STRUCn . &Q, INC. SHALL BE N077R7ED OF Yoh DID DIG 951-695"82� ANY DIS DISCREPANCIES REVISI S E PLAN SHALL 8£ APPROVLrD 8Y THE ENGINEER IN 177NG PRIOR T �' 1-8Q0-227-26t1t1 ���-e��-�3�©1 Fix rO IMPL f MON M 7 70N. LD13-009CO CONSTRUCTION RECORD BENCH MARK SCALE Q�aF ssi®N,q< DESIGNED BY DRAWN BY CHECKED BY / TEMECULA 3 1 2" DIAMETER ALUMINUM DISK, FLUSH IN _ � RECOMMENDED BY: DATE: CITYOF DEPARTMENT C PUB � / HORIZONTAL ��- tip° ��� �� CONTRACTOR CONCRETE CURB STAMPED RIVERSIDE COUNTY �. P S PREP ED UNDER THE SUPERVISION OF --- __ BENCHMARK T-46-81 RESET 1997" EASTERLY OF ACCEPTED - -- DATE• THE ? OF SR-79 AT THE SOUTHEASTERLY AS NOTED O No.47677 «'°� RE UT ER `- PRIVATE STORM DRAIN IMPROVEMENT PLAN INSI=�'ECTOR CORNER OF THE BRIDGE OVER SANTA GER � Exp. �2131/13 D DATE: ,�� _x TRUDIS DA J. 0 ROURKE DIRECTOR OF PUBLIC WORKS/CITY ENGINEER - 1 OATS COMPLETE DATE BY REVISIONS APP'D DATE CREEK; 4.5 NORTHERLY OF THE SOUTHERLY SIDE VERTICAL ��T �� Vt �- �- R.C.E. 47109 OF THE CONCRETE SIDEWALK. o � a�- R.C.E. N0. 47677 EXPIRES: 12/31/13ENGR. ,I ARCH. RCWD ELEVATION - 1097.163 AS NOTED F Ca MB8, 395, SINE OF _4 ------- ------- ....... A- 31- ........... ...... + ............. + 4 "T ............ J +----------- ------- J ............... _4 T ----------- -------- ........... -Iry ----------- ----------- .......... +------- T 4v T4-­­4------- 0.11 0iosM I 1Q, 4 ------------- ---------------- N IQ) t4z i 4 i �q I 1�y -,--- .-s-_-1-1------I ------------ W. ----------- t Air Pw PRAI -----------�­_,___­ N ------ AQ ------ ,------- ------- --------- -DRAW-' J A'C 7.11 4-F. �247 P. -----------7... 0 -----------�_ T if 7? Arm" fv$T. -LLF.- _4 C 17. i 4 S*0- F low Z io 4 '4 �f"",too J ------ _7_ i 4 -4 ------ ...... ------------- ----------- too -i----------------- --A ..... 4 IK zl 1 f4d ............ ........... ------ ......... 4� --------------- ------------ ub% A&pN Lj ME% 4­- L ar, 4- ji f 2 5 f. ---------- ------ T_ _4­1_­­_,__-------------------- -4- ---------- ------ --- -------- + 4 ­f----------- eg" ........... .................... ...... .............................. ---------- j �w r 1 4# jp 0 AA.0 tj w CONSTRUCTION NOTES TOP 1.177NG Rl.%W 7EMPORARY Di*Sf -0) -TOP OF ORA TE=95.0 A 1 NIA INEET OPENING 0 .94.25 2 A& =8 2 1wrALL 24.- Rcp p000-p) sroRm DRAIN 24 IN V. OU r 9.65 A Jddl� HEADWALL, f 9 1wrALL m& Rcp p000-D) sroRm DRAIN 24 ROP 4 86.0 0 S=1.59 I AS I RNSrAl-1. 42"' RCP (2"-D) SrORM DRAIN 1-Y ucr m otE "" PER RCFC&WD S7V. D*V. MH252* L=56*' P=5 A cowsm ANH 5 C y 7EMPORAR N 114 rOV RIP-RAP 6 CONSTRUCT CMP INLEr PER RCM&MCD STD. DOV. C8107 WTY GRA W rOP PER rA"rmr M.H. 12 ShD. DW. C8108 12 MINIMUM A BOW RNISHED OR (ouizEr opmINGs rO BE ADE) 18+88.'" 22.00* L. . 5 7 awsmucr Plpi, CUt 1AERT HEADHALL AND WiNGMALLS PER CAL TRANS S7V. D90 C&N7ER OF 7URN 8 PLACE 114 rON RIP RAP, L=14* W--10* TY1CKVESS=2.7p 4 41 X IAMERIM RfrriVrION A 5 - 'J6 RCP 7. L RCMD M.H. 0 S=O. 'Ci k4 _!,J :k 7 1094.0 17 t3L4 # 1�z IZZ # 0 tt4 4, It 15 L\ Tkl_,��"Z1111 00, .0 It 6RADED SWALE 14 00 4 PER S 7REE r st, N4,, 5, N1 IA\- G)o 'z 5,5* '00, ImpRo wmEA r 0- 'lop w, C A,N rQ 2 W DA M TA A 079m. v- "VIV W A, Q&2 lei WC WA TR Ao!!�REARING 7H rAvawr RADIUS UW49 NJJ V 7*42W 27.79 24"' A CA SMW MAN 3 "ACA SMW DRAW 10.11 2 8526W*' 45.00* 67.11 41.56* 4;Z 40' 40 A40 2 ............. .9 lot 15 2 3 597636 297.03 522.00 540. 24* R.C.P. S70M MAN 0 4 652:21m 522.00 62.61 31.34 42w A CA SMW MAN A.C.A. Ymw MAN 42 z 95.7 5 65048:J4 100.00 114.88* 64.70 k 11:0 So T TOM 'OF 19.57 42 R.C.P. SMWAVAN y k 6 . N50*4348 7 N51T N7136* 95.10 24" R.CP. S7MV LWAOV Kwi I 12*83.3g.. 64.00' Rr. �52 T 4950 36"' ACA SMW DRAW 8 N82*06 TEMPORA R Y DEX 77NG RISER 0 C4 rOP OF ORA TE=97.7 N 04 z INLEr ORENING 0 96.95 AMA 040AWWWWWA 24'0 /N V. OU r=93.15 05 PLANNING ENGINEERING SURVEYING TWO WORKING 41 6e9 F-Enterprise Circle North.Suite 121B tn "ALE 1) MWACCIJU CA CA(T CR 4 ORIVA, GRA PA 61C 55 L 0 A BEFORE DAYS BEFORE Tet-nectjlR,Ca.92S90 YOU DIG YOU D 9E51-S95-8900 ml TMA. FNX I -800-P27-P600 95 1-695-8901 Fax 10 0 0 100 20# jolt A PUIXX SUNIM BY I)MOMMID SIMICE AMT Lim,14 w CONSTRUCTION RECORD SSI DESIGNED BY DRAWN BY 11 A DRAWNG NQ SCALE RECOMMENDED By: DAT DEPARTMENT OF PUBLIC WORKS w 71" E UITY (DiF TEMECULA 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN 3. 0 0 CONTRACTOR "RIVERSIDE COUNTY HORIZONTAL S E VISION OF - X BENCHMARK T-46-8 "' EASTERLY OF 'T ACCEPTED DAT 0 m m AS NOTED Uj No,.47677 PRIVATE STORM DRAIN IMPROVEMENT PLAN INSPECTOR cc 1. GREROOBUTLER CORNER OF THE BRIDGE OVER SANTA GERTRUDIS Exp. 12/31/13 DATE: )R OF PUBLIC WORKS/CITY ENGINEER DAWEL J. O'ROURKE PA1.3-00"'110 MERC.OEDES BENZ O"OF "1p"EME%01*,;"ULA 9 9-11k CREEK; 4.5 NORTHERLY OF THE SOUTHERLY SIDE VERTICAL C/ V1 R.C.E. 47109 V_ DATE BY REVISIONS APPD DATE r% o DATE COMPLETE ------------v------------ ------ ------ vr I HE CONCRETE SIDEWALK. 161 47677 PAr%-mE 0`95, LOT 121 > AS NOTED OF' C R.C.E. N 0. EXPIRES: mtj87 SHEET OF ENGR. ARCH. RCWD ELEVATION 1097.163'