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ADVAANCE C0*4S`11RUC'niON SIGNIINAG INDICA'fING DURA110N oF, Ppo&,,c,r SH.ALL BE IN PLACE 01SIE AiE`016'�' PRIOR TO IMPLEMENTINNG DETKOUIRS. 7 s f"", (XF ik�i,4,, IN Iku PU&J"t"'.. i'lliGH"I" ''-wAy "NA"ITHN E M01,,� E. 75 BE VL�' W i r L F �'f U 1PJbR 'k, �,-OWAkUl` I U.-T� -i 'E" F, 'F Zz� 7 s f"", (XF ik�i,4,, IN Iku PU&J"t"'.. i'lliGH"I" ''-wAy "NA"ITHN E (�,ITY Lk -z. -rs C;&u (qa",� 6. PHIE. SHA�'._.L 004kIFORM T401, ALL T--,R-,.Af ICI C,(*,-' 'K)L, PrCLIC3LS-1. AN) T� , ME111riflol(L)s I PR0,C;!-_3`_,KJ0FVE.,S Discof i mrib-5 w, iw: sTAT orr CA MANUAL rX TRKf- CMI-ROLS, IUATEE53T NOON-ME'll C EED1710)N U14LESS OTHEPM-m8w-, cimr--ca D BY 1+1E CITY '11'0RAFT-`1C ENGINEER. A F' 4,F f -��o pigz"." 1 "'r �F y -?:4,, �­�y! to Zt i_z_ IT T 'Z -"",CH A' K 3, 1TfE i,"(NNTRAC1­0,,R 3-iALL Off--, A PIEPI, 10 PE,&-f(X­t%hAI EXCAVATON OR TR_nq FOR I'R, HEFS' 5 11­�rt,ES OP %3R, TE"R 1: N 16) 7UH1 FIF�tOoM lif,,IE CA IF(Y"RNIA ss`,',,-ATt',7, Itc '64 OF 11", !,'KtSrRc1,AAL r5,.,VFE_­rY, 9. 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FILAC�`% %&TKOUT PRIKI)Rl 144PIPPRO111VIAM!". 0INF-1, cll�f AmP ALL 48-kkirwk LL FAN IT) 10RSTAU'N fzc` -4 "AM, 2"' A �n 7.� r"IN am t gLA, J',A 2,41, elkly., CON"041- fE smup"r simi"Amu, ac)ocrn 4o Axfj am T J m_x rar, i", 2& NO C Tfle 4CH SHIA1 FAI ALLF AT THE V (f' R -1E DAY W71 T f',)R3 ONZOVAL OF' -71 f A"' �`F,",7, llw% "M Q 00-6,! ji4 _15,�k Ny NNEC 5r_,,, 0 7R �E A Lf]Z T, 27. F EXIS' U1 M S 0 R MY OTHER FACAU11, tr 401,0, Ic fl 1141E PRO, P1,55,01) IMP'o Oer ENTS� , , Kl_ T 'Wft, 1W A TIN !9HA 1 W YARt I Al ALL AP CTEb k-ffi W� 2's, NN() Hhk I BE,' F"LACE UN'TFU 71 ��LIE FQM1m'1-- .1,00 !,318EL HAVVFE FRE -EN t r tLJ j j'V-QRi,, �v r" ;,3 R', U Ss 3 11,0VED 1 jL ST1,17; !S 'Rfflf 1E 'UM NEW AS T PA'Ifi 4T F. T 0 'E B K 'IN 31 At il,,Ai,-�",�4,�4,9,�-,,C,,�,',,ILF�l�,,,� FRAAtu Cm Aw wv/ w VAL%& B--,,0,4�33 SkiA11 FIE Mir T.) IF f tog bdwk fivm cF p In,, �G N z C - Es E S T-1 -,f- fif 04 `DAE�� Q`y "A () �Lp AF1, OL T,, K 1 L "D 11 f VAFFIC FM;`��,-,,�,EEK 323. ASt- ALT Of S M IM EN OF RIE "41 1 3 141-41, PRf Aff, 34, 10,111WIMILIM D -1,004d FrO R('�*P IS 1380, 141114-1118 "12111ior"Ildf I S 42`16/4217 OF lmw ric kulmtn�w A A'..EPTI 1","o' F (,,�R, I R ',,DIG LD. N1v",%,4s';_--,R OUND SIE"RVICE ALEEK11 I U_ CV ' -F_R(EE 1--800-227-2600 IRNK,01 1. RIKING DAYS BEF,"s,)RE' "Ir U DIG R I E'Vf� REV1944AM EXESCRIFITICNA1 �N AN 35� CONCRETE CCA4ER' BETKEN REINFfORCEMENT StUIRFACE AND P'6PE IN-qD-,Z' SURFA�',,E FOR I RA N S %VE R S E S T E E L 64 41 A L t � 13 E 1, - 1 / 4 ". A S 'SUtthE � i -i ro C E N u,". R or B A R mi E N C A L C U L A "I'l N G EFf-E-CTIVU DEPTH. IMHERE �,?E-LOCI'ntS rkRE EIETWNEEN 20 TO 30 FT/SEC THE CONCRETI%:,, COVEF,'? ON THE INI,30E FACE OF `r1jE OF TI -IE PIPE SHALL BE INCREASED '1 /2". VFHERE �,T_LOCITIES EXCEED 30 FTI/SEC,, THE CLEARANCE ON THE INSIDE FACE SHALL FIE INCREASH-6 r. LNESIGN STRENGTH IN rHESE REACHE�`; SHALL BE Fc=4X0 PSI FOR �fir!_00'11ES EXCE0111)111mc; 20, ',1177/SEC� AUL --;7 N �"Tl A- L REMC,` iH ALL 1",ERL)1,,-,,_,' PCC OF �',_AN NO. i0f)& 'ONTRA OR SH PA',&MENT AND C0NV'­,TR,-UCT A,�(, PA\4:_MF.NT REPLACEMEN1' AS REQ5,,ARED. i'ISIPHALT '��,:,AVEMEN T THICKtN,",c`,�'SS SHIALL EBE ER" owiri liMINIMUM 12" 9,15% C(_Xk4PACTtED NAT1vt,,'_- SUBJ�GRek()E. MINE' �1 E"NGRI. I CUTY I DA' TKE ENQ14EERM3, W. 441416 3 CD,,,TRAL_ AVENIJEE �'951) FAX 19 �7 1 680--0490 44226 EXPIRES, 6-30-07 ?k A Hi[", Ec"'ANE)'91 R ab .1 "LlE, C a F 1 T. I v I X823 AN r"'N11,511 E. ;n,,,,,,o N,11 1-:11Z 1 CONSIPIUCT 36' REINFORCE -D CONCRETE PIPE- (RCP), SEE PROFILE FOR D -LOAD.. 3-u A ( _"�'CONS 'C'T 24"' REINK)RCED C*NCREFE PIP'. MrP), SEE PROFILE FOR D -LOAD,. 2 1 0 5371 IJ .39 LF CONSTRUCT MANHOLE PER CITY OF FONTANNA STANDARD PLAN 140� 301,�',2_ A� r CONSTR,,`_�CT CA -TG',* e' BASIN4 AND LO�.IAIL DEPR,",`.�SION, t410110�, PER Ctl,71,11 0,F. IFONTAN,t'� STANDARD PLAN, N10.'S �0035, 3004, AND 33 0 0 S. CONS7MUCT DOUBLE COURSE 44 x 8" BRICK AND MORTAR E,-,)ULKHEA1').,. REMOVE- AND RELOCATE EXIS-FING TRAFFIC SIGNAL CONDUIT, AS REQUIRED.. 7 7 -7- ;-7 , i ., , . Z :,v S, iR, V A Q REIdO-Vt A)\-kD Rr-LOCATE E]N�IISTING -f-ELEPHON�E CONDU11-, AS UIRED. (10)REMOVE AND RECGftf31M-,UCT EXISVIC, CAl-Q-1,1 BASIN A141), RECONNECT EXIs-nNG 1BO CAMP. PROPOSED CATCH BASIN DIMENSIONS IMODIFIED AS SH01*4. R 3 Q9 COINSTPUCT 30" REINFORcED CONCRETE PiPE (RCP), SEE PROFILE FOR D -LOAD.. SH(JUlD Cf.)NS' UMION 0F 1HE :EQUIRTE-0 IM�PIPI-Cl;�,�,E�A,,PLI',�.",7 NOT COMM-ENCE 7 "HilliE C! 17, F R 71, ,Q -1 A D 1 L N'T M K�.mi ENGINEER MAY REQUIRE REIASIO-iNIS Tru PLANS TO BRING THEM I.:NT() CONFORMANCE 'Oil -Ili (`0ND11,10?,JS AND S"'Ir NDARDS !N EFFECT. "�.r a" �Q %,,L v AL � L% JI1. I A. . a. w a,- w I R� DRAN !MRPO'�/(�-MVNT 9:11 _A NJ �iJ i 1 cr� UU rk u AVIIEMI OLEN,,MER A'VENUE J vyg - DAT x K7 c FIT J EA 3 EA 2 EA I EA I EA I EA 86 1_F ch k k NE&31, 2007 4200