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ANY "\TEM OF WOR:\G'CLEGtU\REC7 i?`C'[I�ESE P\-.ANS N. \F3\LE.FOR Alv'�C�AM,GIGETt�EX\ST\NGFAC\L\T\E:�R6SU\.-C\�\GC]\RE�L1C QU - o T.�ESCR\PT\C'�N • TOTAL UN1': ANO SHALL= PE SOLELY RESPO S .- - N T!r\E ES"C\MA'-CE OF UAN'T\"C\ES SHF�LL t'3E. COF\S�\7ERE0 N_ WV\\C\i IS \ 10T SPEC\F\CLaLLY L\STEC7 1 CL s :r• OR 1ntO\RECTL�C F\�M 4A\S oPERAT\CNS, NNETU.CR ciR .NOT 5UG!> Fes.\L\T\ES ARES\-\c�WN ONT nE \1a ' ASiNCL\3COEPINTHE:QTt\ERCSEMSQFYJC)RK. 1 Cc)�fSTRUCT'S•A,c..OVERM\N.0.4Q�C\.aAGGREGATEBASEPERSTc�,201 ' DESCRIPTION OF REVISION DATE APPROVED ES `.C,PV\NG C�cTERIA\NEOP�`C.SZRUC\\RA,LSECT\ON-CC�.FSE\h\S'CA\a_ED, GUTTERP'ERSTCJ::302. S:CF /B Ca!/TT ,f 22BL 5. SNA\�\NG oN STV2EET PLANS \WF�\CAT A.. A , , 17,. C1TY APPROVAL'C�OK NOT 1NCLUT�6 WA-'CER: ANC> SEWE:R..SYSTrcN1 ANq SST\MA-CE OF Q0Nt.\•[CC\ES: �j COw1STR\.ICT C04.1C.. CURP�. b` C.. I NE GI SNS - , � :17R1VEWAY APPROACH COMM),PER. S'TtJ.$OG: 3 EA: E- PERM\`F'SHALLF3EOP.aTA\NE\O FROM:TVAE C\-C`('bFRA\J64•\O ti.UCAMC�NSAENG\... 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SO FOC rT Vtd r-RYALS. : APPROVED BY GATE. dCg1T10NALSTAKES MAK P�F WEEC�TcCD AT WARPECD OR VScRT\CAL GURYE AREAS, SUPS-vRAOE STAKES S\-\ALL psE \N PLACE- PR\oR�o PAY\�►� Ta PSRMT\ SPOT cHECK\t,\G OF SUv3-vRAt�E FSY CITY ENGINEER , R.C.E. N0, ..3889 1h1SPECTION PE\2S0\�1NEL. M. URVE nATA_TAF�I.E DESIGN;. • r I IYv�y. � �. t�_E�cosM�NDED J O E F'� B . F' 11: ALL SEW ER,`NATEi2,ELECTR\C,GAS,P\AL�t1EC�ROTHEFt\iT\L\T`(LATERALS,MP\NS,ORCRO \NGSSIAALL G C. GIBSON CJNSULTING CIVIL ENGINEER C6ie-nVffioednq F3E CONSTi?.\'CTEt]PR\OR TO PAV\NG. MARK 0 R � �•- Q2 PREY�\AHD uNDCR Trip- 602 HiLDA STREET SHEET 1' COMRACTIONTESTSOF.EMM3ANKMSh\T CQNSTRUCT\OIJ,TRE\.1CF\.FAC\GF\L\.:,..COMPACT\NG21R\C-a\NAL. DRAWN. 2. F moo' oo' oo" \o.00` �o.00' \5. z i' ANAH4) 1- 80 06 CaC20\iNOAND ALLSUFS-GRAnES�liALLF�EF'ERFORMEOA'TNO cos-T CGITHECIC C OF RANCHO CUCA,"MaGA. JDSEPH P•, TRUYAiN' S AlaraDC..l}�C. 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Cojr 38,.�5 �sc6 S!� I rcT NB L - u a c n } CJWG.ti153\�-LA -_ cN REF ER 'SO Iy I in +m m m c\\ocb.� it I� �' a sX1sm v=u%\-E III •. 4Ci� W\C..\c MW.(:�, EAS�CMEN�C 3 R1M r F�ARRK S\PHO�I 3 61 APF'ROX\MA-CE �LOCA'C\G�w\. �U' EX\ST. SIPHCON I. OF U\SOERGRC�U\•\O E\-EG `.O. I MANHO\.E Q - 3 CCtNOU\T.VER\FK\t.\ I byIp J o 0„ N PACtCEL 3 I I' ° PARCEI . 3 N i l i0 F'p.C2G�L N1�P !�1°'tSSF y II PAC2CEL MAP N'- SZ60 F o - a Z 6 t' ncsc. 1.Is 82-o\�BYZ 3d 30 a FUTURE C>E�!�d-OPtJ1EN�I \ 2d a� 14. - I Q CC��.1STRUCT141�i �.10O'TES 3 CO\•1STRUCT S,A:C.OVER !.A\N\M\�M 0,40` Gt ASS7m AG6REGA-TE P�Ac� pER r\Z'( I ADD DRIVE WAKS p SM. 2o1. DESCRIPTION OF REVISION DATE APPROVED N Tn•�WG. U� 502, Q GL`NSTIZUCT CCINCREZF CURP�A610 GUT'TER(8'C.F.� PfrF2C\�`C S - Y. �ss 'd 3 COtJSTRUG'C CC)NGRETE nR\vEWA`t APP ROACH (COMM ERG\A\.-� PERC\S`C s �. CITY OF RANCHO CUCAMONGA o w�.Na•aor-. S.043- '3i CG�l1STRUCT U1�1C]ER S\COEWA\-K O�P\N(T--fPE S) PER C\'CY'S-TC�.,n`2JG.N� w=toto" PLAN PROFILE q li► rrS : Cf.1MP\-•ET'EC�, cR. MANHO\_E rr'RAME ANO CCNER Tc) GRAG: c p F'CER PAV \NG \5 /AND ' n /E'/V P,/ /R T / V 1�r 4C>1 A'A1\]. 410 2.. / Y��'7 +V. I 1 TR�G it3STAL\_-STR.Sr--VCCWG,N9`S STA.6+ 38.55 TO STA. 11 t 94-33 �. iNSTALlST2EET \ \G1�1`(S&00 1�PER C�1MMU1dl: C DEVELOPMF_h1TCE1'.G\NE6WNG0\V\S\O\1�. � usMovE Ex\sr\N� sraEsi fsARR\ccaE< RANCHO CUCAMONGA INDUSTRIAL CENTER PARCEL MAP NO 7555 CI�RV% -CA APPROVED BYDATE 7! L2_3889 T"SZEE'T CITY ENGINEER R.C.E. NO, Aejq°OO`co" 3 .00 35.OQ' S498` J4 L_i'f7 B. 'HYDE, P.E. R�gMF�NDED DESIGN --�� g go-o&clo° s6•oo' Ss.CXV sa.3�` C. GIBSON CONSULTING CIVIL ENGINEER Ens4so` c �o°oo'00" -i5.0o' z5,co \\-r.8\' , DRAWN 602 HILDA STREET SHEET ANAHEIM, CA. 92806 0 82" 5 Sc80" zr.on` (0�0./8' /oB,¢5' C. GIBSON (714) 99 800 2 of MARK d R 7 L E 82'so's�' io.67.` 94�' /5.4f' CHECKED DRAWING NO. F. 90° cc), 00" \o.00' 1C7,QQ` lS:ilT _-� J. B. HYDE —?=�Z" 2— _ R C.E.NO. 12491 T 2 _.-.._ DATE FILE NO. t A 30 x REDUCED PLANS 3 INCHES ON ORIGINAL PLAN - GENERAL NOTES BENCHMARK I. All work shalt be done In accordance with ibese plans, the City of NO, 106'B : ELEVATION 1204.105 54'D/A, A.3,M • v' DITCH Rancho Cucamonga Stardatiis aryl the :Star±dard fi�if,,ation_ for Pujjlt RAW � R/dy/ I Works Conitrurtion - cuFrent edition. Contractor shall be familiar �¢ 44' P.K, NAIL IN CENTER OF WING 15t SOUTH with and 5ba11 oe responsible for adherance to these Standards and - OF END WALL ON WEST SIDE OF TURNER Sperifi.atioru. AVENUE AND SOUTH SIDE OF FOOTHILL 2. All pipelines or substructures_of any kind, telephone or power poles BLVD. SECTI0, 1, T. I S. R.7 W• water meters, valves, fire hydrants, etc., shown or not shown on these I r;;YIST. IMPROVEMENTS � /p'[jy/q/) plan_ within the right-of-way 'limits or in adjacent arias where �F-2-��...1 improvement work is to be done hall be removed, relocated or j �� 1 9.5, /3' I. 71 ! z r-- - protected in place as required at no cost to the City of Rancho L '--- SNEL� Cucamonga. (I FEi9TNEA' /VZ"TO 9"NIM4CGP 9"AW.4C 641.�� I (- / 1 I OVER eerfO ^47' I OWE, E7�v.+IiIT_ III '' off^ 3. The responsibility of adjusuug manhole or valve covers, paving repair I (, //z"M/4t 3"MiN•' LF Et LINE % -CONST 6 PC,C. CURB ------I ----T'= # and paving replacement in connection with sewer and water, gast phone, AC Li9P AC CAP - -1n- , +; �. MONDL/TH/C W�S/OEWALK electric or other utility line installations will be the responsibility of the ( 3.O`7,/�fAX 3"M/N I^ s ; ,,w.• +-I I I I Io - y P Y AC CAN ;.• ,. I I I 9. 3" 1 LD/,MN III �, I owner, and shall be accomplished in compliance with appurtenant � �------� 1/1 Ordinances and Standards. 1 Lt ;- , {=+ CONST, RC.C. :N � ��/6 f _� QUANTITY ESTIMATES ,' 8/DEWAL K PER 4. Any contractor performing- work an this project shall familiarize himself �i " with the site and shall be solely responsible for any damage to existing � " ,;, ,' STp. DWG'"��/0 L _^ � /n X15 facilities resultingdirect! or indirect! from his o erations whether or - y Y P Pc.0 Rc FVN'r, ( \ a / STREET IMPROVEMENTS :& INTERSECTION STORM DRAIN not such facilitie, are shown on these plans. ,•., `� 9LY. v1rE1. 4 L, ,&,MOVE EXIBT COh'ST. 6'R.C, FLY. STEEL BOLTS Id"ROCKCU,PB ONn1RTiVF T/,gig CONsT. P.c.c. PL \ 4�L� � _ Curb S Gutter ($" C.F.) (STD.. DWG, 303) 550 L.F. S. Shading on street plans indicate A.C. pavement, determined by TYPICAL CURS EGUTFEI?(I2"C;F•) nowlWAF �_ i &Curb & Gutter (12" C.F.)(STO. DWG. 304) 1,210 L.F. structural section, be installed. CROSS SECTION+ ,VOTE: PEA 5TO.OWG:#303 6, A permit shall be obtained from the City of Rancho Cucamonga TU fR Vtl1r �c TylCrf,VcSS GF.A.C.E 6m Curb Only (6"-12" C.1 .) (STD. DWG. 301) /3C) L,F. RN ltl s ARE MINIMUM.8E'fGEUfkRL NOTE: SEESXfET20Ff Cross Gutter & S andrel STD. DWG. 308 Engineering Department prior to any enroachmeni r construction with NOTE # 9, RL4 STEEL PARTS TO BE FOR LOCATION OF P ( ) 2_,100 S.F. City of Rancho Cucamonga easement or right-of-way. 5TA,(1r00 TO-57.t_ 22+06,90 GALYAA'IZED 19FTER NT3 5TORM DANNRI5ER. Q Sidewalk (STD, DWG. 310 & 311) (ARROW) 4;780 S.F. FABRICATIpN, I 07" RAA 6RROE NBTURq($.YOQND 1 3" AC Pvmt. on 4" Base' CARROW) 7. All required stakes shall be -.a by the private Engineer. 0 13,G50 S.F. ' c AIR BLO N'Y" D/TC. vlticL.,/� Ra. MATCH L� 6" AC Pvmt. on 0" Base` 47ZIOV,69) 27,490 S.F. 8. All curb and gutter, where grade is less than 0.40%, shall be staked /X5 HOLES /ncovEzf with 3' offsets at 12.5' intervals. (lace-3/4" dowel pins at all expansion R✓M/ , RinvF0ler-1'DwA. 47.5TcralV'vrrcd 3 &AC Overlay (Var. Thick) (STD. DWG. 201) 44RROW) /,ZOO S.F. joints. - 5TEEL :RETAINER INC,�PaD•O:o OF REr RING /i 7NILKx2�WIDE BOLTS, �,� 57EEL co l.A.ap. OF ZL•r.S.P P. 12 LA i5 Remove Curb Only 1,350 L.F,. 9. The structural sections shown are minimum. At the completion of Ale Ec_oNNMaRTAe &Remove AC Pvmt. 12,010 S.F, I rough grading, soils tests, including "R'Y' viral/ 6" TNlCX !' values, shall be taken and: a I , � /s sro. material report shall be prepared by a qualified soils engineer. The 50 . 50 `w gif , .RI(14 • a"tONb, ©Remove P. C.C. Pvmt. (Turner) 1, 3�10 S.F, report shall contain a proposed structural section and shall be submitted 3-Ib > Adjust Sewer M.H. to Grade 7 EA. to the City Engineer for his review and evaluation. Approval will be 2 14' 36' 1 3(,' 14' E` 'Existing given when all structural section requirements have been meta �1 Rel ocate Fi re Hydrant 1 EA. 1 % p VARIES * A,C. OVEh'L,4Y' 0' 1 ( ( I I `, I l IB rc.e •r,ava 10. Sub -grade stakes, driven to the pavement sub -grade elevation, shall be 1��T B''MIN z I I ly II__ Remove/Relocate Signs 9 EA. set b the Contractor or Engineer. The stakes shall to set at all hinge ;., ptve, PROTECT EX/SZ A.C. GV/�>T I I I I I I I I /�'` ^" g ,g�& I u u Street Lights 10 EA. Y S I a • -_ _,,� p_� LEVEL.- LINE P.C. CONCRETE I points, edge of pavenvent points within 0.01 foot of sub -grade elevation 1-mr- *11' , --- �i`':�os3' `,ate w IZ % 1 � _F and at not more than 50 foot intervals; Additional stakes may be I �-T' _ _z - j Iz PLACES 3' "V" Gutter 40 needed at warped or verical curve areas, sub -grade stakes shall be in I VARIi� ti , -- � � � �" ' Drive .Approach. (8" Think) (STD. DWG. 305) 1rS0 S.F. place prior to paving to permit spot checking of sub -grade by inspection personnel., CONST• iE AC ovEkLA1' FROM 974. 57Aao x _: - - -3 +�-- i , - 1 cOuceEiE cvcLnr 2" X 4" Redwood Header 320 L.F. 1� T09TN. 57t40 ONLY � 6"P•rc.?iPe 1 � I , !e MEANDERAIG PC.C. J BLEEDE,e unE ( I'I 1 i I i I CONVECTIOW R.C.P. 18" D1A. 144 L. F. t II. All sewer, water, ;electric, gas, phone or other utility laterals, mains, or WALK PER STD, V-CONST. 0.2.5'!L- 1 I I I I 16�y C \ a 5 crossings shall be constructed prior to paving. r �; OGE,p 4 /46, -� �-- 24 C.M.P. Riser Dwa. 310 CON5T.P.C.C. -}_fit=_ � '-0,-.' --- I ] EA. 12. Compaction testa of embankment construction, trench backfill, CURBlGU7EF T -9 CURB - r m 6" P.V.C. (SHD 40) 90 L.F. G' Pr.G. ViPE comoacting original ground and all sub -grades shall be performed at no PER STO.DWG. 3 r - - - COU, IJNG P.C. CONCRETE Gunite "V" (W = 4` ) TYPICAL GUTTER 12 L.F. cost to the City of Rancho Cucamonga. A written report with these (8„GF) CROSS 5ECT/ON 24' DIA.x2813/,�LG5P/PE Catch Basin W 9'' (STD. DWGS. 504-518) 1 EA. compaction test shall be submitted to the City Engneer, for approval /5" 16 OR fz tE TD BE VERIFIED BY 5011S TEST prior to the placement of base materials andlor surfacing. ARROW RdU%E STORM ORLq/)y RISER i�'�SlALLAT-0 /f ro' SIDEWALK W�G" MONOLITHIC CURB. (TUiPNER) 7,�20gF 13. At the completion of paving, a materials report shall be submitted t4? ' the City Engineer. Listing all tests or determinations completed to 57A,57,,00 TO.5TA.6Or52,67 N1 S &��&'P.C. BERM STD. DWG. 313) 10 L.F T, verify; V .5 A� R.C. C Q,- (TURNER P ve. E/0 j 15, (10SF (a) R-Value, sieve analysis and sand equivalent of aggregate base. A PETRO MAT 15;I10- SF, (b) Stability, oil content and sieve analysis of asphalt su facing. RVKI QUANT%T1 Y ESTIM. FOR CON9T. WIO TURNER AVE. d (INCL.INTESECTION 50' 50' RECONSTRUCTION W/O t.) 14. When asphalt concrete is placed on native soil which consists of a rocky &G" R.C. PVMT. ON 0" BA5E* 0-VRNER) 4460 5.F material. The sub -grade -shall be prepared by removing all rocks which l4' 36' 3(9, 14 protrude above the sub -grade and all Voids or depressions shall be filled &REMOVE FmT. P.C.C. aj A.C. PVMT. I'TUIPNER) 43(00 S.F with a fine grade material of a quantity better than the native material. 30' &/ A.C. OVERLAY &ZIRNER) 281330 5.F 15. If the asphalt concrete is to be placed on sub -grade. A soils sterilant -z�/ I 1 & PETRO MAT 24550 S.F registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly applied at the manufacturer's recommended rate for the fullAp LARIE5 REMOVE EX115T. k i pavement width prior to paving. M1u.j� ,,0.95 W r I A.G. �o.Iep,oq' ' LEVEL LIVEti_ _ 1 16. Estimate of quantities is provided by the Engineer only for the convenience of the develo er the contractor shall make his own ' COAi9T.0.25' i/A.L• a- P t determination of .construction quantities before submitting a bid. Any ti item of work required by these plans which is not specifically listed in GONST. J I &I the estimate of qu_iltities shall be considered as included in the other MEANDERING .' IN,5F.4LL REDWOOD? items of work, P.C.C. WAL9 PER W-310 ' SECTION PER STD. DWG r?D/ (LEADER (R'X 41 �FUTURE 17. City approval does not include water or sewer system and estimate of STD. DWG.quantities. COA15T RC,C,CLIP,6 Q Gt7TTER PER ST/).DY6..020.3(8"C•F,) T.I. : 9 CURET 4 z � lg. Street markers per City of Ra--zho Cucamonga Standard Numbers 401 TYPICAL CROSS SECTION GUTTER01 and 402 shall be cotistrv�ed at each intersection. '- � W U ARROW ROUT_' o , 9. City approval of plans does not relieve the developer from responsibility .5i:4• 53 rC8 TO 5TA,56 rO•) _Z ID C P LANGE ENGINEERS for the correction of error and omission discovered duringconstruction. - Y 840-K WEST STH STP TAPER STA.56t00 To STA.57t00 �•'�^_ Upon request the required plan revisions shall be promptly submitted to OEWAI STREET ---�'d UPLANO 170E N.T.S. m the City Engineer for approval. F / W 29022 20, Work site and exterior. streets shall be in a neat, clean, hazard free, C. •Pt:ILLI LA' E RCEO GATE orderly state, throughout construction. Site shall be cleaned upon request of the inspector. PRIVATE EIIGINELRS NOTES TO CONTRACTOR 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIM- IT.O TO NORMAL 14ORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD 714E OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCLPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 2. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPENCIES TC THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. LLI fTEV. TURNER X-5E0T/01V FOR 60N9T, n/lO it. REV.9/OE09LK85 x, TO 6' W/'B"MONO. CURS REV. OUWNRTY E9TIMT/Tf QC PLACER 5T W �`� DESCRIPTION OF REVISION Q DATE APPROV. CITY OF RANCHO CUCAMONGA Nee TRACT 12040 tOiLef-p U �(V TITLE SHEET N Hz 0 ' ,T o GENERAL NOTES, QUANTITIES, TYF: SECTIONS k' APPROVED BY DATE CITY ENGINEER R.G.E. NO. 23889 ARROW ROUTE 5HEEr 3 1 DESIGN R COMMENDED J.K. PFEILER & ASSOCIATES es. ME 1749 -13 S. EUCLID AVE a_ DRAWN ONTARIO, CA. 91761 SHEET Z_S, P I 0�` (- 983- 1I01 I OF <3 � LOCATION MP INDEX A - CHECKED � NO.fal DRAWING NC1, C.RL DA E ' ILE NO 781 Si l , 9 - 3OX - - - . REDUCED PLANS 10 I 2- 18 Ptlflllutj_�� t,i, J,vt I �-t INCHES ON ORIGINAL PLAN I ____ I . I I I � I I I ­ � .. I I . I I I I 11 I __ � � I - . I . I � � I - - I I I . . I . I __ ; I . I I I I � � - I - / I I . ­9 1 x . I . � I � I . I I I I � . I � 1 4 1 1 I . I I . . I I I - I � . I - I . . I - - ­1 . .- �� .1.11 I . .1 � . I i, 'I 1 � 1 i . I ; I 1 4 1 :, . . � � I . I I p I I L . I I i . I t I � t i ! 11 � � . I I I � � q "" _ - - -_ --- - � I �, :� .. i � . . I . * L ­ ., . . i , , , .. i i --; - , :�_1_11 __ . ." -, � __ '..., _.. �__ . 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I j + _9,&.q / CRAM* A9 - ;Iwr - -�! I I PLAN AND PROFILE . UCT, � ' x -S I � * � I I - __ � lelkl - - 1' ­lE ( .o.q.111v � I I I TURNER AVENUE 1�15 1 1 . ---I ARROW ROUTE - WLY SIDE L CONST. SPANDRELS �ii' 1 - FROM TURNER AVE. TO DEER CREEK CHANNEL ES - CONST. MODIFIED CURB 01LY (VARIES 61' C.F. TO all C.F.) PER STD. DWG . 301. 1 a I �!j ; - - . __oRROW I RTE. &_TURNER AVE.-S HE ET-) - - I I -1 L . .1 1 171 TURNER AVENUE- EV SIDE @-,e,-N0lve ,4.Cl,-,-c CONST. AC OVERLAY P6R TrpjcAl s.-crlolv CONST. '172THICK TEXTURED CONCRETE PAVEMENTi - cl 8AWOUT4 RLMOVE EXIST. F26 & A C, PVMT j_a,_ -, - 104 VeA�nv T, nl� R _� I -1 -_ -_ I , , ! I .6.6. EUR" -�+m--&e�­_z� CONST. RESIDENTI , 4�201 PER STO. OWG. 305 8" THICK. _� ielm_Oy_v2.vll I - , FROM - STA. 22 f 00 TO DEVON STREET . ST GNS TO 5E R�LOCATLD ,-A, EEMDVE-D � GIVEM T6 CITY, Ev, STD. DWGS. 310 & 311. omp xuml; I I I ____ . ZENOVE azoeRTE I -RICHOXIC 1AILEr .� mm'qu , 31 ReM4116 ,FXIST q PXRIITTICTHIIGNIPLACE. W] 6r,qr,F5---i I I I Q, Z-36' G�p ImErs �_,_ 10\ REIRFO.eCED CONC COLL,9,'. TRACT 12040 --9 RVC4- C4198Z�L , E IS 3 ' I I T Z* 'ec.P 11) ;V/ 6p,qus� IN APPROVED BY DATE 1,1-3 - I I irl .E. NO. 23889 )Y OTHE4". I I ts , CITY ENGI EER R.0 LVE TO BE ADJUSTED TO GRADE P , K_A� _;��-:7 1 . I PRESSURE GAS LINE SIGNS TO 11 11141VII 11, 211_11ATII el 0111111, ClIST, SIlEWAll, I VARIES V TO I'IIR ITI, DWGI 311 1 11 - I I , ,lFj N c " , 6 EXIST. TELEPA0L MANHOLE TO BE ADJUSTED TO GkADE LY OTHEPS, . * , � _ J__ I Is \11� f , ImSTALL STREET LIGHTS - SOUTHERN CALIFORNIA EDISON COIIPAIIY (9500L). �, :;z Q, _L __ ,;- CO"AeVCFOA� 70 OBTA.Al P,fiek/r DESIGN RECOMNDED I a CONST. C" A.c./ O" A.B. SEt TYPICAL SECTION, 'Ii[Ei 1. (TURNER) A . lA1.5 r9L L IQ N: . - - In FRD,q 50V 869AI,9RDIAID CO. PFEILER 8 ASSOCIATES ,�.,. i5 r CONST. 0.25 A.C./4!'A.B. ONS, SI I[- - 1. (APROV) I N, ;�0115TRIJGT GAT611 B 5 LFOFiwl&p I Z, Z-Z � ___ I J.K n .' jering �� Z-'- � , � I LAY h FEATHER �0,10f MIN. OVE�, ­_ Y BETAII: 1 BRAWING NO. 781 B. EEtff ERED t OF ;INLOGII .14164-S @ / E5 '/6 - - In WSTALL nopp coNrem asmer N17# - 1749 -B S. EUCLID AVE. Qla E ET 1. !.AY PIP STD. Ai CONSTRUCT G' WiDE SIDEWAIM W1 G," tlONOLITIIIC CURB. 32 LF, O�F Ole" Rep . I rRES,f 9,*myo F/ RAo Pvoe DRAWN ONTARIO, CA. 91761 SWEET (ARROW) )4 PA-1c;:;PIICT- ­h .". ­ s[; 0) /L;'S'/. TO COA15TPLICTION � I I f I CONST. CURL & GUTTER (12" C.f.) PER STD. fVG, 294, (TURNER) ZL � I -1-11--1:86AI: DEPRESSION PER 61:F* S:FA;1-11..- .I--- ­ "C" GENTERED - � 9 ,q - � Z,s, -_ 1 983, 1101 3 OF_3___ (ARR014) Oil KIN69GK AVE L I � epow � E: ( ) 11 T . A -A I . S..d - *= DRAWING N a (TURNLR) I M-T-IrT B" 691B WITH 02 (DEVON)_ ro , # , LC.E No. NO, I CON3T. "V" GUTTER PER DETAIL ABOVE, TV-`AER) I � g. G. BERN & PAVF?IEN:F A8 NECESSARY (DEVON). 5&ROAl jl�f. r, v PET,91L ""zo" DAT FILE NO 781 � � I \,--,.V I C.Pl- . . 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