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HomeMy WebLinkAbout951 LEGEND GENERAL NOTES m CITY SM.mv. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WIT F[ THESE PLAN'S, THE CITY OF RANCHO � L OR DETAIL g CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CON- ; r . STRUCTION - CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL NEW PAVEMENT 041.4.C. AIV 41"4.8) BE RESPONSIBLE FOR ADHERANCE TO THESE STANDARDS AND SPECIFICATIONS. " i0 cn ¢ o =u GRADED SWALE 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER .. AFFM HM. METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN EXISTING EDGE Of PAVEMENT THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIREDg < < NEW CURB i GUTTER NO. 303 AT NO COST TO THE CITY OF RANCHO CUCAMONGA. FUTURE CURB i GUTTER 3== MRS 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING '1 SEWER LINE S FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. o SITE STORM DRAIN e'51454S S'NOW/V) 'c= _ 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING 2 41h St SAN EO NAFCINO AVE. WATER LINE W DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO > KCAS LINE G CUCAMONGA EASEMENT OR RIGHT-OF-WAY. ORTf� S. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES PENCE �---X X SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT c (CITY OF ONTARIO) OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL D 3 FIRE HYDRANT PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL o ' CURVE AREAS. TEMPORARY CATCH BASIN ® r 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS a VICINITY MAP STREET SIGNS NOS. 401 i 402 T OR CROSSING SHALL BE CONSTRUCTED PRIOR TO PAVING. NO SCALE STREET LIGHT 0_� 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ► ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE A.C. OVERLAY CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT STREET BARRICADE 110. 404 u u OF BASE MATERIALS AND/OR SURFACING. • S. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY W y STABILITY, OIL CONTENT AND GRADATION OF ASPHALT PAVING. W 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED _ TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO 0 ' VERIFY SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE. 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS BENCH MARK sT � - � � R E4.5"T TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN APPROVAL). ` u R/W /YV - �J�tJL 1iV57' WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY BRASS PLUG ON WESTERLY CURB RETURN AT THE NORTHWEST CORNER � 27 'L �(!0. !19?03 4¢ZS9 � 11• W OF FOURTH AND CLEVELAND STREETS IN RANCHO CUCAMONGA. 5 22 Z2' S' MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE W a ELEVATION - 1028.44 M.S.L. ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A 64FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. ccc 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT` REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY j *i 2`X8"REDYI�g00 I SECK¢, �� APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH EX/ST G/VDPRIOR TO PAVING. _ 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE F1lTZ/�Q�- 8"P� C. CURB " � 8"" PC.G'. CURB GCITTE14 OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CON- 1' f GUTTER SER STO. L_ � ` �„_ N PER 5'TO. DWG. NO. 303 STRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED W OWG. /VO. 303 3:/ TO A/G. AMP- SIG 0/V 4 A.B. BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. T. / - 7 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND 402 � W ESTIMATE FOUANTITIES ' SHALL BE CONSTRUCTED AT EACH INTERSECTION.O �,tz=.� r��,�� r 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. L _ �s I� N QUANTITY UNIT STA. 0+83 TO STA. 1 O+OL UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO STREET (PHASE t ): _ w THE CITY ENGINEER FOR APPROVAL. 1. 4" AC/4" AS PAVEMENT 26,385 IF 16. NORR SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, SAZARD FREE, TYPICAL SECTION UTICA STREET _ 2. A.C. OVERLAY 1,440 SF ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 3. d" P.C.C. CURS b GUTTER 10040 LF - NO SCALE 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. 4. P.C.C. DRIVEWAY APRON 1 EA PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: W 5. 2" X 8" REDWOOD HEADER 933 LF A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT .J "w MR. BOB STALLINGS (213) 969-2718 •J 6. STREET LIGHTS: 5800 L 2 EA FOR BASELINE ROAD CONSTRUCTION Q 9500 L 1 EA S. GENERAL TELEPHONE (800) 422-4132 7. STOP SIGN b STRIPING 1 EA FOR UNDERGROUND SERVICE co A. REMOVE EXISTING PAVING 5,200 $F C. SOUTHERN CALIFORNIA GAS COMPANY (714) 529-2889 a � 2191 E. BIRCH STREET (714) 529-7070 W 9. RELOCATE EXISTING FENCE 580 = <F SREA, CA 92621 10. REMOVE EXIST. CURTAIN WALL 190 LF D. CUCAMONGA COUNTY WATER DISTRICT (714) 987-2591 Z 9641 SAN BERNARDINO ROAD 11. EXIST. POWER POLE TO BE RELOCATED 1 EA RANCHO CUCAMONGA, CA 91730 0 E. METROPOLITAN WATER DISTRICT (714) 593-7474 P.O. BOX 54153 ;a LOS ANGELES, CA 90054 F. PACIFIC TELEPHONE COMPANY (714) 999-5639 Q Z 18. ALL PIPE LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE 0 (OR END OF PIPE WHERE PLUGGED). . CITY OF RANCHO CUCAMONGA PLAN AND PROFILE Z ® cEv-, vv,aYM7- cogsrC DR 84-49 a���RT���Ai►'1 //S�� STREET IMPROVEMENTS E , DATE . • o f EsUTICA STREET r a� TERSp Ns, F2 APPROVED BY DATE - _ Z 0 CITY ENGINEER RCE NO.Z-8 0 c W� C7cc m m DESIGN KLAGGE STEVENS & ASSOC. RECOMMENDED * Expires 12-91-99 * P �- /�• 3111 CAMNNO DEL RIO NORTH, SUITE 700 DG A► +464 - _ DRAWN SAN DIEGO, CA. 92108 SHEET Project NoCNIL �1 Fp��\Q� co u rr. r9crEss ,�firrsp • . ) 282-8502 j OF ,�� 84025 I OF CAI. QZ -ZD 467 Foie AfflR 9719,56E 511/T 3. t CHECKED ��93 DRAWING NO. Sheet A1.0. >3y pEs�,e/Pro c� Ap R. DATE R.C.E. NO. � ro 9�� � 01 rUv q-- Po - - - _ x Y I t ` _ �I41 > N - W 4 4 - I - lK h ; Allett - t p -- - - - NJ Nwcup - tO 3 : _ - - - -- - - - _ I 0. - - - `L L •vI . 51 , _� - 1 -11F -- - f , i • -- - - m ' T CASE: _O�IZ *1 -�0 C�1LEH RI - ,p' � V RT t = t - - -- _ - - I ' 160, 48' 48 N i2 SCALE :111'--40' I I I Cpl E-- I I • �2 CONSTRUCTION NOTES 13 F N. �5Y' -M QE Aa--LOCA ' W N I ,�G � �s��• w.47-E.e � s�wE•� ,0�•4�`� ) � >�ImrRE cvRa s CUTTER. W I hcc corsT. a" CURB s ou m TER STD. on. •3o3. A65' R,4VeM /Vr TR,4Nf/T/0/V 3 2" x a" RItDWaoD READER ! EDGE � PAVEMENT. W O CONSTRUCT 4" A.C. PAVING OR 4" A.B. • � PA/NT STOP � STOP BAQ �UTl1.2�• /M��PO�/�•ME•J\/TS 4 CONST. GRADED EARTH SWALE PER DETAIL SIMET 1. I /INSTALL S 702 P S/GN' 6 I W O RELOCATE EXIST. 7' C.L. FENCE TO OUTS101E R/W. R/N/ 7 /O W O CUTTER TO LIMITSAWCUT AM REMOVE S SHOWN. EXIST. PAVING, AND REMOVE EXIST. CARE i t REMOVE EXISTING PAVING Q r F� fir . p - it. it` G'C�ti q p _ I ��� . `` F. . sAWCUT EXISTING PAVING. t uT/ 44 Fo H T ... . - _--. - Z ,.► ��.C,,�:. __ -... ____.__-�. .._..,..,.._ � $..,". ,.._.. .r, _. _...____- .r--._._._......,..r.,� � -. « . .-..,.,. .,,,, .. . ,. ." ,- . .;�• _K,,. ,.,.. .,w,. .! r ,. � ® OVEREAT EXISTING TAVI�NT AS REQUIRED TO FORM A Sf1QOT![ TRARSITIdN. Ic- X J _ aM"' .o.;., ".�+-.:: /N O BES V qY JOIN EXISTING CURB i CUTTENt MATCH EXIST. GRADE. , T. . O I I EX/S'T. 4466 E14{E �P Y �' '�.-._. '` �'� j -=- � "• l R ® EXIST. PT TO BE RELOCATED BY OTNtPRS �Q\ I 5800 L ® h �.. © REMOVE EXIST. CURTAIN WALL #W r..N/JN �/w � (rte BE RE• vE � � I � � ,8 � �A �o c.� 2 U 8 /J � 5 5 11 /w AFTER NE S'E R .U. I ( V x '1 I SEE /r/R .cam ^ i Q © PROTECT IN PLACE EXIST. INLET (USED AS OUTLET). O ) ., C � . I � EX/ST. 6 S'E'WER 11 x I i �..1 �" }, •� ro QE RL�MOYEOj•0 ® REMOVE TOR. EXIST. 36" R.C.P. AS REQUIRED, PLUG E11D. IQ AFTER SEWER N is 4ft>A-so i rte l� W I WW 1 d` © REMOVE EXIST. TREE. � � I `, � • I I �J � L�J !�'EE C.C.I1�'. a'Q'�y�� M Li V1 � �l N� O REMOVE EXIST. CONCRETE TITES AS I I CONTRACTOR TO INSTALL 2" P.V.C. CONDUIT ® STREET LIGHTS BY OPENERS. k x I ( N N M/PULL STRING PER DRAWINGS BY SO. CALIFORNIA EDI SON. W � V H N - � I I 0 � �� o� o � � _ o 0 I UTIL�A STREET ,DATA 7�ro/8� A!J!7/?ION OFUfZ/i/�W�TY Api�,eoA v, NOTE. � a CITY F C O RANCHO CUCAMONGA I I � PROVIDED lroNt YOCR CORVERIEACE ARE 'TRE FOLLOWING: I I I A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT a" ,:URB 45 GUTTER DATA PLAN AND PROFILE W MR. BOB STALLINGS (213) 969-2718 NO. DELTA/ SRO. ADILILENGTH TANGENT DR 84�4� W FOR BASELIN ROAD CONSTRUCTION - �� � 90'44'0 " 35.00' 55.43 I 35.45- UTICA STREET y Z 89`/3'54' 3500' 54 5--f' 34.56` N B. GENERAL TELEPHONE (800) 422 4132 W 0 FOR UNDERGROUND SERVICE a N°�°e'26"E 8" '2' STATION 0+00 TO STATION 9+00 a 10 C. SOUTHERN CALIFORNIA GAS COMPANY (714) 529-2889 4 � � T , � 1 2191 E. BIRCH STREET (714) 529-7070 BREA, CA 92621 _5 9000c ooll lO.G� �l.42' APPROVED BY DATE 7 Y cc N D. CUCAMONGA COUNTY WATER DISTRICT (714) 987-2591 CITY ENGRVEER RCE NO. °L W 9641 SAN BERNARDINO ROAD I DESIGN KLAGOE STEVENS d ASSOC. RE COMME NDE D 3 RANCHO CUCAMONGA, CA 91730 t . P 'Q• �• 3111 CAMINO DEL RIO NORTH, SUITE 700 �C+a 1 Lo�>X. Z m E. METROPOLITAN WATER DISTRICT (714) 593-7474 DRAWN t/f P.O. BOX 54153 SAN tJEGO, CA. 92108 SHFFl Tci LOS ANGELES, CA 90054 G'- 16191282-8502 Z OF _� W = CHECKED DRAWING NO. = W F. PACIFIC TELEPHONE COMPANY (714) 999-5639 ,5 �0 8 R.C.E NO. tSt f I TE FSE NO. W � FILE N0. 84025 I WEI-- QU TI 1PASK DC .EV-tj D T E © CfO t t t t f 4 f 1 4 f 4 t I -I-----I I I I T I T I I T _ T I I T T T T T_ _v_ -4 4- t—t {.� 4 -- - - - - - lz INC - - - I Q' -- _- - - W - _ - ' p +i CL _T I - - - q�o_l - . 0' * � MIR WWI Ah T ir c - - - - ° - - - - . - - } ,E SCAL HOF0Z-. ;1'=i40`' I 1 - - - _ scgxE iIV �.o' = W � FUTURE /�'ET /NfPROtrEME/VTr' CONSTRUCTION NOTES 0 FUTURE CURB i GUTTER. N Q 12 CONST. a" CURB i GUTTER PER STD. DWG. 0303. (A O 3O z" X 8" REDWOOD HEADER @ EDGE OF PAVEMENT. Z 0 ti ® CONSTRUCT 4" A.C. PAVING ON 4" A.D. V d'� v ru OO CONST. GRADED EARTH SWALE PER DETAIL SHEET 1. ` F�i20VF_M = RELOCATE EXIST. 7' C.L. FENCE TO OUTS106-AW. ♦� W � ' . � � � � (, � � ,amu-Tues .M �v�s 6 YJ �O SAWCUT AND REMOVE EXIST. PAVING, AICD REMOVE EXIST. CURB mw vjyo�,q,Qy11 GUTTER TO LIMITS SHOWN. REMOVE EXISTING PAVING. 4 N 9O SAWCUT EXISTING PAVING. 3 OVERLAY EXISTING PAVEMENT AS REQUIRED TO FORM A SMOOTH TRANSITION. // �uTu oc S ', O JOIN EXISTING CURB i GUTTER, MATCH EXIST. GRADE. ♦ - � �► , O/�,c.1 ® EXIST. PP TO DE RELOCATED BY OTHERS. T�z. s'ir�o►ni w wTcre� ro'w.4 r-���i X = i3 --• W 3 � O REMOVE EXIST. CURTAIN WALL. I - -- -- -- • PROTECT IN PLACE EXIST. INLET (USED AS OUTLET). Sg00 L /8 © REMOVE POR. EXIST. 36" R.C.P. AS REQUIRED, PLUG END. u) © REMOVE EXIST. TREE. f9 Z �((� 9, �.�. $ Q REMOVE EXIST. CONCRETE PIPES AS REQUIRED. g © Q O SEES,. \ O N ® STREET LIGHTS BY OTHERS. CONTRACTOR TO INSTALL 20 O.Y.C. CONDUIT Q M/PULL STRING PER DRAWINGS BY SO. CALIFORNIA EDISON. 1 + �I? O n //78 ! XEY/S. I �5 kvw O� Q k N AOR /MP�CO(/En'I�i JTS W `� ® l� Ca?45' c7'&,g&0/CAPPED .4ZESS iCAAfP PER C?Y STD. dl 0 p nwr' ,t/o. IOZ, S/�/GGE,cAMP. Of I W .,,� h W NO UTICA STREET o � - I CITY OF RANCHO CUCAMONGA " Tr R DAT4 AND PROFILE 8 cuRe � Gu E PLAN A �---�--1' Q XEY/StO�I/ffYAE"I-CABG�Gttl��/�G NO. DELTA/ SRO. ADIU LENGTH T�;wGc;vT DR 84-49 /VO ori 06 E JO-00 UTICA STREET , 2 90"00 00 00.00 31.41-P' 20.00 - w O s/c�rrAT��E o�TE s /vo�oo'a6..E 748.00' STATION 9+00 TO STATION 18+00 C7 c'"o oo _ 47/E'.4OER ¢ ii? p02� E 7g8.00Q N f TEM.�t.4.4Y .�.412'MEM' C .oER BTO. Olga. � A/ ). 405 'Y 11 ' APPROVED BY DATE /'Z�� Y Co �Q CITY ENGINEER R.C.E NO. 3 � ^ �.; DESIGN KLAGGE STEVENS 8 ASSOC. RECOMMENDED ` � IVI 6 ^f?Std u. F'• '� 3111 CAMINO DEL RIO NORTH, SUITE 700 cVA 1 'GD ISG Z � >k f DRAWN SAN DEGO, CA. 92108 SHEET H C1VIl. (�� � CO�t/ST. ACCESS R'AM� C-� 282-8502 3 OF J_ W z DETAIL END OF PAVEMENT OF CAl-�� © w 457 z`1�9 CHECKED DRAWING NO. W NO SCALE - R.C.E NO.P ZS 93 ND. DRM BY D65CR/P7-10AI HPP9. Df7TE C/-7-y o �E NO. PJSJ z s PT W d. FILE N0. 84025 t T A EV kqD- - - - -- - - - - _ - - TR FU .G - - - i - - -- - -- - - - - - I - - - - - I a - A X44 Kf - - - - _ I -- - _ - - - - - - - - 106- - - - - - 1 - - - - - - - - - - - - - - ok -60(� J 1 - 1 1 I - - - - -_ Ja- _ -" - - - - - - - - - - - I - - - -- - - - _ - - - -- — 4F-- FRI Ar rw O ,tz; 7' 4_- -- - ci- _- - _. v = - _ SCALE: /"'_¢o' WA65' PAI/EMENT TRANS/T/O 7O �� 2E:- OvED I"' I �l NI t� � !E Co�i. -7� ( 4 v.C'..� ` N `-� �1 \9 b ,D.PK.�D/SK L S 3002/V O°0006'E —� I,*157. O/.4T SWALE �O ��/C4 57S800Z S800L Qc + �IRk �� A TREET ILI��IC ONSTRUCTION NOTES Q IN . II h /2 I gFUTURE CURB iGUTTER, p k o' bo' CONST. 8" CURB a GUTTER PER STD. DWG. 0303.2" X 8" REDWOOD HEADER 9 EDGE OF PAVEMENT.�°'��� `" "• • " • CITY OF RANCH C PAVING ON 4 A B. O CUCAMONGAG CONST. GRADED EARTH SWALE PER DETAIL SHEET 1. Z © RELOCATE EXIST. 7' C.L. FENCE TO Ot7TSIDE R/W. 8" CUR8 � 007 ER DATA PLAN AND PROFILE > SAWCUT AND REMOVE EXIST. PAVING, AND REMOVE EXIST. CURB i NO. DELTA/ BRG. ADIU LENGTH TAIV-3E/VT DR 84-49 wGUTTER TO LIMITS SHOWN. e' "° °°-� EUTICA STREETREMOVE EXISTING PAVING. 2 g0`34'�" 3500, 55.33' 35.35' YJ NaAWCUT EXISTING PAVING. 03 89025'34" 3500 54.63 34.65, STATION .18+00 TO TA a Lo OVERLAY EXISTING PAVEMENT AS REQUIRED TO FORM A SMOOTH TRANSITION. / ' D' ' 76742' �ON ♦04 Jao JOIN EXISTING CURB a GUTTER, !MATCH EXIST. GRADE. APPROVED BY pA� — � Y cyEXIST. !P TO SE RELOCATED BY OTHERS. CITY ENGINIEER FtC.E NO 3BS4 . . NREMOVE EXIST. CURTAIN WALL. DESIGN KLAGGE STEVENS & ASSOC. RECOMMENDED 3E 0) lROTECT Ill !LACE EXIST. INLET (USED AS OUTLET). P �: me T- 3111 CAMINO DEL ROO NORTH, SUITE 700 1 Lo 4 Z 1p DRAWN SAN DIEGO, CA. 92108 SHEET Y! `�REMOV EXIST. TREE. c. y. 262-8502 ¢ � ¢ �, sREMOVE EXIST. CONCRETE ill IES AS WQUYiW CI-ECKED DRAWING FIFORTRW STREET LIGHTS BY OTHERS. CONTRACTOR TO INSTALL 2* P.Y.C. CONDUIT R.C.E. NO.�-�93NO. 19 W/PULL STRING PER DRAWINGS BY S0. A IFORNIA ERISRN. C/Ty TE FILE NO, NO. 84025