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HomeMy WebLinkAbout1948-S BENCHMARK DESCRIPTION: CHISLED '0'ON TOP OF CURB, FRONT OF FIRE HYDRrWr EAST SIDE OF E7111ANL14 AYE, 0.25 ApLEs NORTH OF FOOTHILL StiIii NIXT TO P.P. IT27M ELEVATION.• 1224.85 TEMPORARY BENCH MW 1'OM PIPE 2 t N0. OF cl INTERSECTION OF BASELINE RW AND ONAA04 AYfNUE, NORTH SECTION 6, T. M, R.6 Il S B.B.&N.. ELEVATION 1299.56 i i V ' EXIST A.C. BERM TVP. 5 6 O ^ ^ �1 72 13 4 ^ 2 1 6 TVP. Li Li W J^ REPAINT AFFECTED D, - Z 50 Li ^ 12 2 v �_ 50' "� 31 12 l 31 50' ? Li PAVEMENT STRIPE d 6 15 — ^ 14 1 11 4 4 I �p 100 100 Q JNf 4 14�1 4 13 R 1 do R41 j I 14 I I I SIGNING AND STRIPING NOTES: i O1 INSTALL 4" SOLID WHITE STRIPE PER CALTRANS DETAIL. 27B. INSTALL 4 DASHED WHITE STRIPE PER CAL TRANS DETAIL 11. I TI �3 INSTALL TYPE "K" MARKER PER CITY OF R.C. STD. 130. I I � NDA - w INSTALL R 26 N STOPPING 4 S O S O G ANYTIME' ON ST LIGHT POST. EMMETT WAY ° ( > SEE SHEET N0. 7 50 APPLY DIRECTIONAL ARROWS AS SHOWN ON PLAN PER CAL TRANS STD. 6-22. BASE LINE R © INSTALL 8" SOLID WHITE STRIPE PER CALTR4NS DETAIL. 0 INSTALL 4" SOLID DOUBLE YELLOW STRIPE PER CITY OF R.C. STD. 133. ® INSTALL 4" SOLID WHITE EDGE LINE PER CITY OF R.C. STD. 133. 9O INSTALL R 1 do R41 SIGN & POST PER CITY OF R.C. STD. 401-B. INSTALL R10A (RT) SIGN & POST PER CITY OF R.C. STD. 401-B. —� 11 INSTALL R81 SIGN & POST PER CITY OF R.C. STD. 401-B. /_ 1© INSTALL WHITE SOLID BIKE LANE LINE PER CALTRANS STD. 39. 1© INSTALL R81 BEND) ON ST. LIGHT POST. 6E STRAP / 1® INSTALL R81 ON ST. LIGHT POST. EXIST 1© INSTALL STOP BAR & LEGEND PER CITY OF R.C. STD. 133. II � ® INSTALL R81A(BEGIN) SIGN & POST PER CITY OF R.C. STD. 401-8. ----100 1� INSTALL TYPE "L" MARKER PER CITY OF R.C. STD. 130. INSTALL TYPE 'N" MARKER PER CITY OF R.C. STD. 130. I� / 4✓ STRIPE. E / ® INSTALL WHITE DASHED BIKE LANE LINE PER C4LTRANS STD. 39. — — — — — — — — — — EXIST. X INT EXIST Ell uIN� � ©1 INSTALL W74 do W-1(LT) SIGN & POST PER CITY OF R.C. STD. 401–B. AN RE,PA EXIST / INSTALL W11 LT SIGN do POST PER CITY OF R.C. STD 401-B. EXIST MED EXIST E ® INSTALL 12" SOLID YELLOW LINE. / / 1 INSTALL TYPE IV ARROW AS SHOWN. INSTALL TYPE wHw MARKER PER CITY OF R.0 STD. 133. 18 / © INSTALL 12" SOLID WHITE LIMIT LINE PER TRAFFIC SIGNAL PLAN. — — STRIPE .� La ^ -- 7 — — — REMOVE E= 8 INSTALL R-26(S) "NO STOPPING ANYTIME" SIGN k POST PER 2 ® CITY OF R.C. STD. 401-B. Q4� 1 5 7 2 50 3 TVP. �� 4 Q Q J © INSTALL R81 BEND) SIGN do POST PER CITY OF R.C. STD. 401-8. Ln 50 Q) Lai � — �- - 31 to _ 4 00 34 PC V 34 W Q 3 + ? DESCRIPTION of REVISION DATE APPROVED CITY of RANCHO CU CAM ON GA SHELBY PLACE TRACT 16454- 1 BASE LINE ROAD SIGNING & S T RIPING A A N BASE LINE ROAD APPROVED BY: DATE: j //lo-- Underground Service AlertEss, CITY ENGINEER �(,(,f RCE: 24953 � 1 DESIGN MADOLE & ASSOCIATES, INC. RECOMMENDED CALL No. 62183 r'7 SCL CONSUL NG CI PLANNERSNURERS V LS TOLL FREE AND 1 -800 Exp: 9-30-05 DRAWN 10601 CHURCH STREET. SUITE 107 SHEET RANCHO CUCAMONGA, CA 91730 227-�V00 s�T� DJ (909) 948-1311 CIvi�- 8 of 9 CAiL CHECKED RCE No 62183 DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG Z-n1948 DATE-1 ' L Y FILE No PROJECT SHEET NO. _8OF____ $ J:\652-1668\TR16454\streets\OffSite\OffSiteStrinina\Baseline01.il 01/22/2004 03:04:44 PM. maara, mi BENCHMARK DESCRIPTION CHW D 'D'ON TOP OF CURB, FRONT OF FRE HPDR r,, EAST SIDE OF UW04 AVE., 0.25 MUS NORTH OF FOOTHU BUR.A T TO P.P. IT27858 ELEVATION 1214.85 Ti APORARY B 7*f,ire I'IRON PIPE 2001 NO. OF d WTERSECDON OF 34SBM ROW AND E77W4NW AWW)& NORTH SECTION 6, T. 1S, R.6 W., S.8.B.1M. ELEVATION 1299.56 SCALE.• 1" = 40' ELEr- ANCE DRI VE BASE L INE RnAD I I 16' 11' 11' 11 11'I 12'1 11' 15' I �` I lj4j—j— SIGNING A. AND STRIPING NOTES: 120' — 2 -I- _ ^ RE-PAINT EXIST. SIR/PE — 0 INSTALL 4" SOLD WHITE STRIPE PER CALTRANS DETAIL. 278. N O 7 8 (D-\ REMOVE EXIST. STRIPE 5 ^ 5 / �� r ❑ ❑ r O INSTALL 4" DASHED WHITE STRIPE PER CAL TRANS DETAIL 11. LAJ m 50 .x- f00 __ 'v, 0 9 6 ❑ ❑ O INSTALL TYPE "K" MARKER PER CITY OF R.C. STD. 130. 6 5 C REPAINT £CTED J W - 2 3 --- ,� --- ---- 6 --- 6 INSTALL R-26 (S) "NO STOPPING ANYTIME' ON ST. LIGHT POST. PAVEMENT pRIPE 8CR 150' "y 1 5� APPLY DIRECTIONAL ARROWS AS SHOWN ON PLAN PER Q a 5 - CALTRANS STD. 6-22. 4 INSTALL 8" SOLID WHITE STRIPE PER CALTRANS DETAIL. 3 3 W J4 13 4 36 y i l' 11 I O7 INSTALL 4" SOLID DOUBLE YELLOW STRIPE PER CITY OF R.C. STD. 133. 00 00 19 �I I 3 ! I — — — ! ® INSTALL 4" SOLID WHITE EDGE LINE PER CITY OF R.C. STD. 133. ! 4 I 90 INSTALL R1 & R41 SIGN & POST PER CITY OF R.C. STD. 401-8. INSTALL R10A (RT) SIGN & POST PER CITY OF R.C. STD. 401-8. INSTALL R81 SIGN & POST PER CITY OF R.C. STD. 401-8. 1© INSTALL WHITE SOLID BIKE LANE LINE PER CALTRANS STD. 39. 1© INSTALL R81 (END) ON sT. LIGHT POST. NO TE.- INSTALL R81 ON ST. LIGHT POST. ALL TRAFFIC SIGNAL LOOPS TO BE PROTECTED IN PLACE OR REPAIRED AS REQUIRED. Q INSTALL STOP BAR & LEGEND PER CITY OF R.C. STD. 133. 1® INSTALL R81A(BEG/N) SIGN & POST PER CITY OF R.C. STD. 401-8. E T1 WANDA AVENUE 1© INSTALL TYPE "L" MARKER PER CITY OF R.C. STD. 130. 1® INSTALL TYPE 'N" MARKER PER CITY OF R.C. STD. 130. 19 INSTALL W74 SIGN & POST PER CITY OF R.C. STD. 401-8. ® INSTALL WHITE DASHED BIKE LANE LINE PER CAL rRANS STD. 39. © INSTALL TWO WAY LEFT TURN LANE PER C/rY OF R.C. STD. 133. ® PROTECT /N PLACE © RELOCATE R26S SIGN & POST. ® INSTALL OR RE-PAINT LEGEND. SCALE.' 1" = 40' © REPLACE AFFECTED TRAFFIC LOOPS PER THE DIRECTION OF CITY TRAFFIC ENGINEER. ® INSTALL TRAFFIC ADVANCE LOOPS PER THE DIRECTION OF CITY TRAFFIC ENGINEER. O ©9 INSTALL 8" WHITE DASHED LINE PER CALTRANS DETAIL 37. 120' I I O ® INSTALL 12" SOLID YELLOW LINE. l I N lv 3� INSTALL R-26 (S) "NO STOPPING ANYTIME" ON EXISTING SIGN POST. EXIST. E.P. �. 8 LA1 m W REMOVE EXIST. STRIPE 8 0 7 5 100' - - 50' �„� 3 � 1 •- 2 ^ 5 3 12 V EXIST. E.P. 19 — i I I i � I i i 4 14 16 4 I I 250' ` 1 I I ! i ! DESCRIPTION of REVISION DATE APPROVED CANDLEWOOD BA R THOL 0 W DRI VE ___ _ _ _ CITYof RANCHO CU CAM ON GA (FUTURE) _ -____-- TRACT 16454- 1 E TI WANDA AVENUE SIGNING & STRIPING PLAN ETI WANDA A VENUE APPROVED BY: DATE: Q Q CITY ENGINEER J_ RCE: _49 3 ' Underground Service Alert ���Ho�s s�ELc DESIGN +MADOLE Bc ASSOCIATES, INC. RECOMMENDED SCL CONSULTING CIVIL ENGINEERS JAG;- CALL No. 62183 N AND LAND PLANNERS TPLANNERS TOLL FREE Exp: 9-30-03 DRAWN 10601 CHURCHST SUIT E 10 7 RANCHOCUC ACA 91730 SHEET 09MO - 1 -8UU CIVI DJ 9 OF-!- CAL F 9 CA-227-2600 CHECKED % RCE No 62183 DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG DAT •ZZ"'� FILE No 1948 PROJECT SHEET NO. _ 9 _OF____ J:\652-1668\TR16454\streets\OffSite\OffSiteStriDino\Etiwanda02.dwa.01/22/2004 03:05:47 PM. maera. mva INSTALL BOLTED TYPE POLE PLATE -- ATTACH TOP TEF V-- --T TO POLE PLA IF X = 10' USE THESE DIMENSIONS -.111M N mom"011h A L NO` I%A03&1E am K ** IF X = 11' USE THIS DIMENSION 0 - WITH OTHER X DIMENSIONS w I 1. Traffic signal and h{ h a saf ty li tin systemsr CAL Standard Plan and ,f - - CROSSWALK E.C,R Standard Specifications at July a shown n theplan and in theSpecial AMNCL DOUBLE YELLOW STRIPE STRIPEProvisions. OR MEDIAN CURB FACE OR LIMIT LINE 2. stripes and legends r T Traffic SignSpecifications, Traffic Traffic i n ► anual and StandardSpecifications. Conformpavement legends .,�..,___._. , Manual, int Hance , to city ncil flectorize allsigns, trips and legends. FIVE SECTION I 3 I 3. av nt murk and painting proc ur for train r Standard cification for SIGNAL HEAD i ; /'� 1 i TION ! '+ ,r n�DD �D►�DD 1 THREE SEC Public a Construction, latest edition. SIGNAL H * REFER TO PLAN FOR REMAINING LOOPS DI -I at all ub tructure prior to con truction. Hand di foundations until clear o X n Coordinatele installations with overheadutility or substructrure n Underground Service rt and Cance util companies hu or construction. Location of utilities nsubstructureshaven shown from PrI a rch of available records. Contractor shall conduct his operation in such a LEFT N E but other utilities � manner as to protect not only the utilities and substructures shown, s" WHITE TURNING E LINE or substructure that a not shown n these plan . X-6' C6 5. TERMINAL COMPARTMENT Obtain approval for exact equipment, crosswalk and limit lin location prior to final placement. Performlimina striping layout prior to I detector lyau . Ar IN EL 0 V Amu U It L E A U 6. " II ox o. and conduit " rigid metal except as Vehicle indications shall b 1 , u shown. 10' ' F1 Q US E C T 10" A L A'k r V 5c. Non N _ X (EXACTLOCATION Y ENGINEER I FIELD) Electrical s rvic s shall b 120volt/ vo{t. rovi circuit br rs far si nal (on 7. 50 amp metered), illuminatedi ns �one1 m ter d , and fety li htin �onter of unmetered). oorinat rvic deta Is and 0 ampp r 1 00 watts or ort on IVIVUNTINU urm I AILch dulin II in advanceo need. 8.X--G INSIDE U 2 Th CONDUCTOR SCHEDULE i furnish a an installation guideline only. It shall b the Contractor responsibility to providet Correct Conducts required for the 4" E LINE OR 8" TURNING LANE LINE intended operationNOTE: NOTE: W . L I 1214 ALL I i SECTIONSALL " 10 UR ' NOTE: L.L. ! 120 3 2" 'i 1f OUTSIDEON NN.N I I 1 ;F81 FF(F I LC t} 5' 1' 4 NUETILIT%Y& (&mOA&0&MA Oro k Ak N Ir I r=L8 ALL DIMENSIONS TO OF STRIPE 4 C I - 0CALIFORNIAISO COMPANY ( 0 7- 2 G LREJ G GAS - O CALIFORNIA COMPANY ( 00) 227-2600 PHONE - ISO CORPORATION ( 0 ) 608-1230 -- IFIL PHONE CO ( 0) 227-2600 MR Am A OEM, -AU DO` E T AT` mokk "L m Am" EMENT WATER 5)A Lvvr - CU NGA COUNTY DISTRICT ( 0 ) 7- 41 41 D� mm� sAi! SII' f II' SEWER man - CU ONA COUNTY A DISTRICT 0 7- 5 DETAILDc I AIL • UNDERGROUND ICE ( 00 2 7-2 0 Urm I A 0 ,Y, rDISTANCE Y 1, , or 7 ADVANCETO CTO '0 L I O'k N A L 5D I aff" 10 Jft L 'Am Y"45"k REMOVABLE /gwwj ZIP A" SINGLEINPUTPC .�:. __ STEEL CAP ,—®" PREMERGENCY EMPTION{ ARM LENGTH 600IN 24" EE " ---- 48" INDEX OF SL HEET SO` 1 1/2" T3/4 " DETAILTAB w — + REDUCERAI - 1 F 2 IC 1 ELECTRICAL mom,oft 2 OF FICSIGNAL LCO 0155--L Base Lin Roadand Shelby lc Ru OR AB-01 32-L Aw in womb.. MR—Im 0i ; "COUPLING FOR MINIECTORS SIGN WIRING a ftjNIPPL _00— BY OTHERS) MAST ARM 6"--0" J V" 80-0" OR Mugt NOTE: LB CONDULET, STO CABLE, HANGINGHPUM HARDWARE do SIGN BY OTHERS CT. FIs DR. t �vE ARM TUBESIZE GENERAL NOTESFjrlj LENGTH END O.D. x E O.D. x THK. SHAFT Steel of , 0 psi minimum yield ONS after fabricatian P 5 li Mg'_o" 2 3/8" x 3 1 2" x 11 ® ` ` ® GUN OW MSE PLAI Lb P179 - ee - Steel MAOT A R ---------- N LK SPECIAL PROVVISLIO'N" FOR BACK CLAMP EN 0 T Eb V a Ad% Ift E W/4 BOLTS • N-T AMP U L F 0% R (ASTM A-307) r u a —'' "' '---a IT H I S W(0- R K ARE ON FILE IN MOM% INN% wft aw AP& a MR& mom� A01VLONGITUDINAL All welds shall conform to AWS D1.1 weld F WELDS specifacation 1 1 = SIGNAL POLE ' THE�� ,/'/f 1 DIAMETERAT _!_-_________1____ A � t: Vp up I Uh I ht; I UK ENGINEER. 24' ABOVE FINISH N Haze pe — CAM ;i -- FINISHED G E o dip ga va„ p BOULEVANWO --dip galvanize per —1 FILEnE _-•` 66 1 1 1 n accordance witha 'Specification or ruc uro ,-' EXIST. C G �» CLAMP DARE Sup its of HighwaySigns, Luminares and -- ___adf I Traffic Signals. HTO 1994 1 WE HIM em ANN TE EXIST. C G n a---A ance w� e i Ica nor ruc ura » its of High Si ns, Luminares and O® C I O OF ION mom ®�+ " ACC 1 1 j2 DIA. Supports g 1994 „ 1 i DEBURRED Traffic Signals. InL1 ,6w& "V %OUk; " " CAB. U R 3 HOLE INI T T 0"A' AMUNUA F OR`A W CAB. ,> SIGNAL POLE C P cn 4 { INO zp PAD �S. I [I " AUhl0`10"NAL 6 DIA, HOLE INTRAFFIC p p ► ' a . P 3" CLAMP SUPPLIED 4 4 ; g WITH A E "F" Ct A - - "AL DETAILS VARIES . ®A.J_L 8" -16UNC BLUNT ELECTRIC 10" + POINT TAPPING 3" TQ RBE (PILOT HOLE RAD.i AS REVD. (HOLD) _ 7 BASE LINE ROAD AND SECTIONPLAN €a�; DRILLED) wry 4V SHELBY PLACE 1" DIA. HOLE 3►� RAD. NOTCH OR DRILL W/GROMMET 4 4 2 R" RECOMMENDED FOR DRAINAGE " � ,p, .�_ � R.C.E. 2 9 3,r IN POLE s DIA, Q�gFESSI APPROVED BY: ��'�1���1�_ _. •�� A&" .I YIJE n UABS114t: I (FIELD DRILLED) DRILL TRAFFIC A L I S, 1/ DATE mom 1, 400A IV14 A14L) SIGN TAB DETAIL � CITY ENGINEER CLAMP DETAIL /'long, /,,,�°///,''//`/',f'///// �w -� DESIGN SueSECTION SHEET ---+ L.S.E. U TING1 OF Na. 13493 Exp. 3-31-05 DRAWN 2070. Locust Court PROJECT SHEET M AM IL a EL Am.. . ALA ^T ARM s �. L.S.E. San Bernardino, Californla 92404 864-5047 (FRI CIV`�, ` Tel: (909) 864-5406 Fax. (909) OFAL CHECKED DRAWING NO. .. WRErac s. R.C.E. 3 aa► NJ MENNEN T(we'll 13"HE OE NUN&mum L Ew; PLACEMENT PED PUH A.W.G. I PHASE SIGNAL STANDARD SIG MOUNTING H Q DIMENSIONS U17O ' OR oft A I.I. .Ns . CABLEQ• SIG LUMINAIRE » » » » » POLEM POLELUMINAIRE GD IOft lomk MAST NQ° DESCRIARMPTION MASTARMC E VEHICLE VEHICLEARROW " " OWN, 1 1 1 POLE rAN t;VNb I KUL;TIUA0`N ON 0%T Em%401% W t: I . ,% 9EE -SEE 1 1 1 -5- 0 0" 1 ' LAN -2--TD 3- S -1--C QO LQ 1 1 1 1 Furnish and install phaseNEMA Type *900 controller assembly with detector - -- 5' 15''� SV--2-TD -1-G Q e Line POLE 1 1 sensors and auxiliary qu' m nt in a Ti�rre cabinet. Construct foundation and pad per hat 1 of cial Provisions. Exact location to b _ _ • 1 determined by the Engineer. - 5 ' 15' 3' 13.5" -1-T 3- SP--1- 00 SEE LQ ZP _ 1 - _ -- �•- --- -- 1 1 Furnish and install P III—BF Service Equipment ncla ur with on50A—IP1-A 3' 13.5' TV--2-T T U ' POLE 1 1 circuit breaker for metered signals, two 30A-IP circuit breaks for unmeteredSCALE 1 ,� _ and on 1 A�-IP circa t brea er for red I.I. .N.S. See Special 1 13.5 2 lighting SV—1—T 0OW Base Line T L 1 1 1 Provisions and City Standard 407. 10 0 5 10 20 40 _1 - 1 ' ' 13.5' - --1-T - P-1-CS - -- 0 2 1 1 1 1 1 1 1 Furnish and Install " conduit service conductorsto C power source. T 90PTO I O Q POLE- - - -- Furnish and install singleinput single output on i1he no ma a r detail I.I. . . MOUNTED ON A S HORIZONTAL T A PER DETAIL ON SHE 1 . 1 2 1 - on het 1 o 2 or on the vehicleh shown onplan. Phasesall b Iby ? O 4- Shelby 73FWBT L T L 1 / 1 1 o hown on h plan. Verify location prior to in tallin withmanufacturer's - representative. 1 I.I. . . . 2 - 2 - -- Furnish and install 34 in ( »x »} r S Standard ES-6T. Detail U. 10 LUMIAN AVEN pmwwm� (FKINAIRES Shelby 73QQ L Shelby 730E 1 DETECTOR 2 h and install 'x 'x ' vault r SpecialProvisions. :) FEBT FEBT 02 D O Z u i P P � D 1 1 1 7 Furnishand install 6 signs at 7' abovefinished grade. TYPE 04 C CT 11 i i 11 11 1 1 11 fl 4 1 it D.L.C. 08 DETECTOR 1 44 11,{ APPROX. 550' .L.C. 1 1 7 4 TOTwwwmm�AL � 1 TO LIMIT LINE � ,.,'`;`/ ' ,��`,,�';,, 1.5"C, 1 DLC �' Q CONDUIT SIZE ONJ . ,A, ,, 1 5 41 .5 ,RAF am am am me am s ` A ` T T V) z 5x6 -------- .. - -- _ -- - - ________ - _- -___ t__-_-_-_-__-________ __ ------------------_ _ ____ __ __ ___ ______ __ _ ________________________________________ -_ -_ ., _____-_________-__________ _____________________-- _____________________-_____- ____-________ _____---__ _ __ ____-___-__________________-__- ________-_---_- ___ __ ___________ ________________________________________________________________________________________________ I i- h- - �.:� t� __ z Z N FUT. C&G �' <t � FUT. C&G 5x6 FUT. a. a FUT. 3-E-p►6 1-N-04 LW r � . Imp P. to E. __ .� ._ ______ _______ _____ _____________ ___. .___________..___.___. ______.____® ______, .____ __..________. W .________ _____®____. __...______._.__._._. w ._.____ __ ___ __ ____-_. W ..___________________. W .____________________. ._ __ _______-_. w .______ __ _- ___ _____________________. w ___ __ ____. 50F ........................ W .______.____..____.__ . _ . _ . . . _ . w _�,,�__ _.. y�__. _ W W __ . _ daft W W _H eA .* N oQ ° N M 257' TO ►� ► 1+06 - _______ _CU BE MEDIAN_________. .____________________- ___. ____________. .______-_________-__-. .____-__ _-____--. G ._______-_ _ __ ___________-____ _________-____ _-___. .______-_-________-__. __-____-____________-- ------- -_ -__ ___ _________----___-_-- - LINE________________ ---------------------- ------------------------ G ----------------------- __ ____ ______- G ---------------------- G - G G G G G G G G 1 5a 30• LiJ _ - --- ;®, I 05 r r w: !I NEW CURBED MEDIAN ►� ' 1 �.'° LIMIT LIN `� �' w __ _____- __ __ __-________. ____________________. ____________________. -__-______-___-_-_-_. _____- 1L______ _ ___ ___________. yY __-__________________. ____________________. -____ _ __ -- W .____________________. W ---------------------- W .___________________ W ----------------_------ W .____-______ ___ ---- ------------- ------- _________--__-________ W .__________------______. ____ _____ ----__. ____________ _ _ W W W i a o cv N 1 2" PVC C, 24 S M F0 i w 20 P C, 26 (SERVICE) 1 , 50' PF i , ' w NEW CG NEW CG 1 .5"C, 1 DLC �, _ ______________ ----------------------- --------------------------------- _____ _ -------- ---------- s-� ------------------------------------------------------------- ---------------- ------------------------------------ --- _-:- _------- _______ __ _ .. AV : : ; : ' am A HOLE 04 SCE H ND INSTALL 2 PVC CONDUIT AND 24 SMFO SERVICE POINT 10 STRANDED COPPER TRACE WIRE (GREEN) 5 2#10 (LIGHTING) ::::;::: ::.;.:::::: 2FF �! to PROPOSED VAULT AT SW CORNER OF ,;::::' _ 212 (I.I.S.N.S.} SE LINE RD. & ETIWANDA AVE. Xf IN STREET ev� APPROX. 7' NORTH OF CURB FACE. CONNECT TO FIBER OPTIC SYSTEM TO THE WEST. .--- d- 5 6 Pz � -0 3-S-08 R S Z .,;.;�:;. 15 1 15 20, 20110'Eno A rE I A A M� F N Q tL t oil Q- APPROX. 550 32 32 LIMIT LINEEftL Sun SENSORE=C 1,`0 R S C&H Em Um U L Em CONTROLLER LOOPS ETE CTO INP01 02 03 04UT O. CHANNEL r 1 1 1 1a &1 M 1 v T N VTltm SFCCIAL FKVV b UNO rVK USEDT m1m1m 1 00% W"Up" RK AR Em Oft Nm Nr=I L E IN 1 1 n 1 1 �X I "I: UrFlUrm vr I Hit uAvklT%& ® — FUT. NE N UAft I N wt-10E OR .- 1 1 -- , C } , w r=ILN= TRA%CT MmAtffiftp NO` 1(5404 1 -- -- 1 ,�0 NOT 08 8 1 -- 1 U -- 1 1_S_ IW 05 0 el 07 081 ..�. 13 3 .- -- 14 4 1 1 I I a 1 ,- (FUT.2) PAINT "AHEAD" MARKING 7 CA T Ne 0' F R A NE kAft; %40 u A 1 FUT. 1 1 �' "16 0 R A rrm F KC& S%I G N A L 100ftLAN P P bAbt LIM It K%JAU — _ 1 P ANu — 2 EVP 4 S" H E"L P&L A Co 0 * 'EVP DISCRIMINATOR `� J � � RECOMMENDED U0 w Q�pFESSI APPROVED BY: ' ,.- � R.C.E. 24,953 / 1C� ._ 1 t DATE `''�`/ N J CITY ENGINEE `-.� � , O L_ '' '� DESIGN SUBSECTION SHEET Q_ - --� L.S.E. 2CL J INSTALL W41 Q Exp. 31-05 ENGINEER CONSULTING of P DRAWN 2070 Locust Court PROJECT SHEET „ ,r `� L.S.E. San Bernardino, California 92404 OF PAINT SIGNAL MARKING �q�� ClV I`� Tel: (909) 864--5406 Fax: (909) 864-5047 Ciel. CHECKED DRAWING NO. P»l 1AWR CES El EN R.C.E._11493 DAT