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Home My WebLink About1876-S BENCHMARK BENCH MARK No. 150- ELEV. 1507.007 FD. CHIZ. " ® ' IN MIDDLE OF CONC. HEADWALL AT S.W.C. OF SUMMIT AVE. do EAST AVE. -t� 00 I I I Z 2 28' 28' 1 ' m � 0 cc I 225' I o INSTALL STREET NAME SIGN 9 5 �n 9 1 5 4 10 9 M+ i� N 5 4 ISO g 1 M 6 �� ' 0 14 OD - ---- 6 -- ' 6 3 2 0 120' � m — — — — — — EP — — — — — EP — — — — — — — — — — — — EP 0 120' 120' CONSTRUCTION NOTES: 1. ALL DETAILS AND DIMENSIONS FOR TRAFFIC STRIPING AND MARKINGS AND THE INSTALLATION THEREOF SHALL CONFORM TO CALTRANS, STANDARD SPECIFICATIONS, TRAFFIC MANUAL, MAINTENANCE MANUAL AND STANDARD PLANS AND CITY STANDARD PLAN NO. 33. UNLESS OTHERWISE APPROVED OR DIRECTED BY THE CITY ENGINEER. 2. PROCEDURES FOR PAINTING OF STRIPING AND PAVEMENT MARKINGS AND INSTALLATION OF PAVEMENT MARKERS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THE FOLLOWING PROVISIONS: A. ALL PAVEMENT MARKINGS SHALL CONFORM TO CITY MAINTENANCE STENCILS, (S.A.E.) UNLESS OTHERWISE NOTED. B. ALL CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. C. SUFFICIENT CONTROL POINTS AND SPOTTING SHALL BE SET FOR ACCURATE AND COMPLETE INSTALLATION OF NEW OR REPLACEMENT STRIPING AND MARKINGS. D. ALL CONTROL POINTS AND SPOTTING REMOVED DURING SANDBLASTING SHALL BE REPLACED PRIOR TO INSTALLATION OF STRIPING AND MARKINGS. EAST AVENUEE. ALL CONTROL POINTS AND SPOTTING SHALL BE INSPECTED AND APPROVED BY THE CITY TRAFFIC ENGINEER PRIOR TO INSTALLATION OF NEW OR REPLACEMENT STRIPING AND MARKINGS. F. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS INSTALLED ON NEW ROAD SURFACES SHALL BE AN SCALE: 1 = 40 APPROVED LOW VOC TYPE, 15 MIL THICK (WET). INSTALLATION SHALL BE IN TWO COATS WITH THE SECOND A MINIMUM OF TWO WEEKS AFTER THE FIRST, UNLESS OTHERWISE NOTED. G. ALL THERMOPLASTIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED IN ONE COAT AND BE STRIPING CONSTRUCTION NOTES 10 MIL THICK (DRY), UNLESS OTHERWISE NOTED. H. UNDER NO CONDITIONS SHALL A ROADWAY BE LEFT OVERNIGHT, WEEKENDS OR HOLIDAYS WITHOUT 1�PAINT 4" DOUBLE YELLOW STRIPE PER CITY STD. 133 APPROPRIATE STRIPING AND MARKINGS TO THE SATISFACTION OF THE CITY ENGINEER. PAINT 8" WHITE STRIPE PER CITY STD. 133 I. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED WITH ALL APPROPRIATE PERMITS 2S I 3�PAINT TYPE N TURN ARROW AS SHOWN AND TRAFFIC CONTROL MEASURES, IN ACCORDANCE WITH CITY AND STATE STANDARDS. 4 4A PAINT CALTRANS STANDARD STRIPING DETAIL 39 OR 39A AS SHOWN J. TEMPORARY OR CONSTRUCTION STRIPING AND MARKING SHALL BE IN ACCORDANCE WITH CITY PAINT BIKE LANE ARROW AND SYMBOL PAVEMENT MARKINGS AS SHOWN AND STATE STANDARDS AND AS DIRECTED BY THE CITY TRAFFIC ENGINEER. 6 PAINT 4" SOLID WHITE STRIPE PER CITY STD. 133 3. STREET NAME SIGNS SHALL BE INSTALLED PER CITY STANDARD PLAN NO. 401-A. I �—PAINT 4" BROKEN WHITE STRIPE PER CITY STD. 133 4. TRAFFIC SIGNS SHALL BE INSTALLED PER CITY STANDARD PLAN NO. 401-8. 8 PAINT 12" SOLID WHITE STRIPE PER CALTRANS STANDARD (9)--INSTALL R26(S) SIGN "NO STOPPING ANYTIME" ON POST OR STREET LIGHT STD. AS SHOWN 10 INSTALL R81 SIGN ON STREET LIGHT STD. ABOVE R26(S) 120' 10 11 PAINT 4" TWO-WAY LEFT TURN LANE PER CITY STD. 133 oo o —1 .4 6 3 I100, — — N — — _ — _ _ —N 7 _ - - _ - - _ - - - - - -- 00 - -- 120 JOIN EXISTING 4 6 120 2 90' o _ — r 4 r' y�(,- tV �� 9 — 11 � 200 '- - - - - - - - - - - - 2 I N r � 4n _ 7, - - - - - - - - - - - - - - - m NOTE: (p'} COORDINATE STRIPING WITH mS - m g CITY STREET IMPROVEMENT PLANS 00 do R18-2 � I O I - - - - - - - — — — — — — EXISTING SR4 — — — I do LEGEND (REPAINT) DESCRIPTION of REVISION DATE APPROVED SEE TRAFFIC SIGNAL PLANS I CITY of RANCHO CUCAMONGA I I TRACT 16116 STRIPING AND SIGNING PLAN EAST AVENUE APPROVED BY: DATE: � / G' Underground Service Alert CITY ENGINEER L / � r� i /��:� RCE: 24953 CALL �4.Q(at\ DESIGN sC MADOLE & ASSOCIATES, INC. RECOMMENDED TOLL FREE d �0 CONSULTING CIVIL ENGINEERS J d NO• 62183 V) AND LAID PLANNERS 1 -800 Exp. 9-30-05 DRAWN 1 RANc o CUCAMo GEA, CA SUITE 730 7 SHEET 227-2600 TFoF �FaR (909) 94B-1311 SC 5 of CAI. CHECKED RCE No 62183 DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG RAIL /DATE Z'((_0 ? FILE No 87� - PROJECT SHEET N0.�" OF J:\652-1349\Street\striael.dwo.02/11/200301 4809PM.�i BENCHMARK BENCH MARK No. 150— ELEV. 1507.007 FD. CHIZ. ' N ' IN MIDDLE OF CONC. HEADWALL AT S.W.C. OF SUMMIT AVE. do EAST AVE. 0 II w J 0 V7 I I 12' 32' 32' 112' 1 I I I I I I I I I I I I I 90' 120' 60' I L— — — — — �✓ — 9 9 - - - - - - - 3 1 io 3 2 — — �rOD — N 1 r 200• 00 i 30 (D — ' ' 430 9 1 9 c° N 1 � N 2 N 04 i N 9 N — � I I I EAST AVENUE SEE SHEET NO jC s BANYAN STREET, CONSTRUCTION NOTES: 1. ALL DETAILS AND DIMENSIONS FOR TRAFFIC STRIPING AND MARKINGS AND THE INSTALLATION THEREOF SHALL CONFORM TO CALTRANS, STANDARD SPECIFICATIONS, TRAFFIC MANUAL, MAINTENANCE MANUAL AND STANDARD PLANS AND CITY STANDARD PLAN NO. 33, UNLESS OTHERWISE APPROVED OR DIRECTED BY THE CITY ENGINEER. 2. PROCEDURES FOR PAINTING OF STRIPING AND PAVEMENT MARKINGS AND INSTALLATION OF PAVEMENT MARKERS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THE FOLLOWING PROVISIONS: STRIPING CONSTRUCTION NOTES A ALL PAVEMENT MARKINGS SHALL CONFORM TO CITY MAINTENANCE STENCILS, (S.A.E.) UNLESS OTHERWISE NOTED. B. ALL CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. —PAINT 4" DOUBLE YELLOW STRIPE PER CITY STD. 133 C. SUFFICIENT CONTROL POINTS AND SPOTTING SHALL BE SET FOR ACCURATE AND COMPLETE INSTALLATION OF 2 PAINT 8" WHITE STRIPE PER CITY STD. 133 NEW OR REPLACEMENT STRIPING AND MARKINGS. PAINT TYPE N TURN ARROW AS SHOWN D. ALL CONTROL POINTS AND SPOTTING REMOVED DURING SANDBLASTING SHALL BE REPLACED 4 4A PAINT CALTRANS STANDARD STRIPING DETAIL 39 OR 39A AS SHOWN PRIOR TO INSTALLATION OF STRIPING AND MARKINGS. PAINT BIKE LANE ARROW AND SYMBOL PAVEMENT MARKINGS AS SHOWN E. ALL CONTROL POINTS AND SPOTTING SHALL BE INSPECTED AND APPROVED BY THE CITY TRAFFIC ENGINEER 6 PAINT 4" SOLID WHITE STRIPE PER CITY STD. 133 PRIOR TO INSTALLATION OF NEW OR REPLACEMENT STRIPING AND MARKINGS. 77 PAINT 4" BROKEN WHITE STRIPE PER CITY STD. 133 F. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS INSTALLED ON NEW ROAD SURFACES SHALL BE AN 8 PAINT 12" SOLID WHITE STRIPE PER CALTRANS STANDARD APPROVED LOW VOC TYPE, 15 MIL THICK (WET). INSTALLATION SHALL BE IN TWO COATS WITH THE SECOND A MINIMUM OF TWO WEEKS AFTER THE FIRST, UNLESS OTHERWISE NOTED. 9�—INSTALL R26(S) SIGN "NO STOPPING ANYTIME" ON POST G. ALL THERMOPLASTIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED IN ONE COAT AND BE OR STREET LIGHT STD. AS SHOWN 10 MIL THICK (DRY), UNLESS OTHERWISE NOTED. H. UNDER NO CONDITIONS SHALL A ROADWAY BE LEFT OVERNIGHT, WEEKENDS OR HOLIDAYS WITHOUT DESCRIPTION of REVISION DATE APPROVED APPROPRIATE STRIPING AND MARKINGS TO THE SATISFACTION OF THE CITY ENGINEER.I. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED WITH ALL APPROPRIATE PERMITS CRY of RANCHO CUCAMONGA AND TRAFFIC CONTROL MEASURES, IN ACCORDANCE WITH CITY AND STATE STANDARDS. J. TEMPORARY OR CONSTRUCTION STRIPING AND MARKING SHALL BE IN ACCORDANCE WITH CITY AND STATE STANDARDS AND AS DIRECTED BY THE CITY TRAFFIC ENGINEER. 3. STREET NAME SIGNS SHALL BE INSTALLED PER CITY STANDARD PLAN NO. 401—A. TRACT 16116 4. TRAFFIC SIGNS SHALL BE INSTALLED PER CITY STANDARD PLAN NO. 401-B. STRIPING AND SIGNING PLAN BANYAN STREET APPROVED BY: DATE: Underground Service Alert CITY ENGINEER ��A- RCE: 24953 9 DESIGN SC MADOLE 8c ASSOCIATES, INC. RECOMMENDED CALL TOLL FREE U CONSULTING CML ENGINEERS J �� Q NO. 621$3 � � AND LAND PLANNERS 1 —800 EXp: 9-30-05 DRAWN 10601 HOH CUCH STREET. SUITE CAMONGA. 3007 SHEET 227—Zv60� �FOF `FQ� (aos) 9a8-i 3i 1 �� CIVIV ��P SC 5 OF CM, CHECKED RCE No 62183 DRAWING NO. 2� �3 G 'Jc TWO WORKING DAYS BEFORE YOU DIG RAM DATE FILE No PROJECT SHEET NO. OF J\652-1349`Street\stdoe2 dwa 02/112003 01 47 99 PM.SC F INSTALL BOLTED TYPE POLE PLATE - ATTACH TOP OF SV-2—T TO POLE PLATE * IF X = 10' USE THESE DIMENSIONS ** WITH OTHER XSDIMENSIONS DIMENSION o GENERAL NOTES _-- w CROSSWALK l 1. Traffic signal and highway safety lighting systems per CALTRANS Standard Plans and p E.C.R p d y 1992, as shown on the plans and in the Special R � DOUBLE YELLOW STRIPE STRIPE Standard Specifications dated Jul OR MEDIAN CURB FACE OR Provisions. O LIMIT LINE �`' 2. Traffic signs, stripes and legends per CALTRANS Traffic Sign Specifications, Traffic Manual, Maintenance Manual, and Standard Specifications. Conform pavement legends FIVE SECTION 2,* � P P 9 SIGNAL HEAD O i 3 ** to city stencils. Reflectorize all signs, stripes and legends. THREE SECTION ® SIGNAL HEAD � "B" _"B" 3. Pavement markers and painting procedures for striping per Standard Specifications for A I �* �G Public Works Construction, latest edition. G X* REFER TO PLAN FOR REMAINING LOOPS 5 G 4. Locate all substructures prior to construction. Hand dig foundations until clear of A rG obstructions. Coordinate pole installations with overhead utility or substructrure owners. Phone Underground Service Alert and concerned utility companies 48 hours LEFT TURN LANE I 30* prior to construction. Location of utilities and substructures have been shown from a search of available records. The Contractor shall conduct his operation in such a - —e" WHITE TURNING LANE LINE manner as to protect not only the utilities and substructures shown, but other utilities TERMINAL COMPARTMENT X-69 C6 or substructures that are not shown on these plans. 2 5. Obtain approval for exact equipment, crosswalk and limit line locations prior to final POLE LOCATION CODE placement. Perform preliminary striping layout prior to loop detector layout. FIVESECTION SIGNAL HEAD -- - - -__-- - - - - - - - - -- 6. Vehicle indications shall be 12", pullboxes No. 5 and conduit 2" rigid metal except as 10' � shown. 6 (EXACT LOCATION BY ENGINEER IN THE FIELD) MOUNTING DETAIL 7. Electrical services shall be 120volt/240volt. Provide circuit breakers for signals (one 50 amp metered), illuminated sins (one 15 amp metered), and safety lighting (one 30 amr per 1200 watts or portion thereof unmetered). Coordinate service details and i X-6' schedu ing well in advance of need. INSIDE THRU LANE 2 8. The CONDUCTOR SCHEDULE is furnished as an installation guideline only. It shall be —4" LANE LINE OR 8" TURNING LANE LINE { the Contractor's responsibility to provide the correct conductors required for the intended operation. NOTE: NOTE: 3 ALL SECTIONS 12" ALL SECTIONS 12" NOTE: ® ALL SECTIONS 12" R 10' 60 NOTE: ALL SECTIONS 12" Y ® 0 3„ » ST OUTSIDE THRU LANE I 1 "L " '� „ 2 11 G Y GF(R s 8 uc-6 LC 5dw ' , ' � 4 if f 10400 A4 G <A CA Y ALL DIMENSIONS TO OF STRIPE UTILITY COMPANY TEL. NO. A, <A NA �� G ELECTRICITY — SOUTHERN CALIFORNIA EDISON COMPANY (909) 947-8269 rG GAS — SOUTHERN CALIFORNIA GAS COMPANY (800) 227-2600 PHONE — vERISON CORPORATION (909) 608-1 230 MAs-5A LOOP DETECTOR PLACEMENT — PACIFIC TELEPHONE COMPANY (800) 227-2600 DETAIL "A" DETAIL » " DETAIL "C" WATER — CUCAMONGA COUNTY WATER DISTRICT (909) 987-2541 R,Y,G = 02, 04, 06 or 08 " _-- I I S N S LEGEND SEWER - CUCAMONGA COUNTY WATER DISTRICT (909) 987-2541 YA,GA = 01, 03, 05 or 07 REFER TO PLAN FOR DISTANCE __ . _. __.._ _ __.__ _ _ _ __. UNDERGROUND SERVICE ALERT (800) 227-2600 TO ADVANCE DETECTORS SIGNAL DISPLAYS SINGLE INPUT REMOVABLE EMERGENCY VEHICLE STEEL CAP " G,avmry ZW JAN "1�I�i01�d�lud PREEMPTION DETECTOR 8 ARM LENGTH 60 24" L1 `1 O SEE " 1 1/2" REODUC//ER DETGIN AILTAB 48w INDEX OF SHEETS PELCO AB-0155—LHUM 1 OF 2 TRAFFIC SIGNAL ELECTRICAL DETAILS O OR AB-0132—L ST 1 w 2 OF 2 TRAFFIC SIGNAL PLAN anyanCOUPLING FOR Banyan Street and East Avenue 13200 SIGN WIRING (NIPPLE do MAST ARM CONNECTORS I 60R0w I 6 BY OTHERS) r 8'-0" NOTE: LB CONDULET, STO CABLE, HANGING 1 HARDWARE do SIGN BY OTHERS M 1 KD" AW HIGHLAND A CT. EWER DR. ARM TUBE SIZE GENERAL NOTES 1TH ]r, � ` LENGTH END O.D. x BASE O.D. x THK. MA ERIAL SPECIFICATIONS A1.41AY W1.d MAST ARM SHAFT Steel of 48,000 psi minimum yield after fabricationVCrORIA LANE S'-0" 2 3/8" x 3 1/2" x 1 1 GA. 15 BASE PLATES ASTM A-35 Steel ASTM A- 6 Steel ��f,�a r l l�e MOUNTING CLAMP FOR FLANGES BACK CLAMP PIPE ASTM A-36--53 Grade Steel W/4 BOLTS MATERIAL SPECIFICATIONS W tK (ASTM A-307) BUTT WELDS Ground flush with base metal �,�„• � � �� ROAD SPECIAL PROVISIONS FOR E VP OPTICAL DETECTOR LONGITUDINAL sAJI pecification welds shall conform to Aws D1.1 weld WELDS s -- THIS WORK ARE ON FILE IN SIGNAL POLE < A < �' y DIAMETER AT FINISH COA INGDAM STFEET -"''------------ 2 ---- AVEN THE OFFICE O F THE CITY 4 '�� STRUCTURE Hot di galvanized r ASTM A-123 AVENUE - q FINISHED GRADE p g ire ENGINEER. HARDWARE Hot dip galvanized per ASTM A-153 °"'""°' ; ,,, FILE: TRACT MAP NO. 16116 FOOTHILL SIGN I IA ss EXIST. C & G 1" STRUCTUREdo In accordance with the Specification for Structural j R CLAMP HARDWARE Supports of Highway Signs, Luminares and ; Traffic Signals. MSHTO 1994 NrRow _""" notnE EXIST. C & G Z WELDING In accordance with the "Specification for Structural o 1 1/2" DIA. Supports of Highway Signs, Luminores and 15 NO. DESCRIPTION OF REVISION DATE CITY "R" CAB. v "R" 3 DEBURRED Traffic Signals. AASHTO 1994 ACCOM Uj N 4„ 4„CAB. SIGNAL POLE HOLE IN PAD CLAMP CITY OF RANCHO CUCAMONGA ►'� Z ° ° L DIA. HOLE IN 16 y �d a a ° 0 °' 3" CLAMP SUPPLIED 9J ifs VAR( IES a a WITH A TYPE "F" FARM _ _ TRAFFIC SIGNAL r�— 10„ 8" —16UNC BLUNT ELECTRICAL+ POINT TAPPING 3" DETAILS PLAN SECTION SCREW (PILOT HOLE RAD. (HOLD) DRILLED) � TO LED)IELD AS REQ'D. - / � BANYAN STREET A N D T i L 1" DIA. HOLE X RAD. 1" 1" wry � �I r�AW NOTCH OR DRIL FOR DRAINAGE W/GROMMET !! !! R 4 4 2 R� I` EAST A VE N U E IN POLE 9" DIA. TYPE CABINET FOUNDATION AND (i (FIELD DRILLED) 16 ESS/ APPROVED BY: I DATE: CLAMP DETAIL DRILL SIGN TAB DETAIL TRAFFIC SIGNAL LOCATION ��oQ f/�E` CITY ENGINEER R.C.E. 24953 LOCATION MAP DESIGN RECOMMENDED PAD DETAIL 3�� LAWRENCE S. EISENHART ._-- _ HORIZONTAL I. I. S. N. S. MAST ARM --�T �— -, � J No. 13493 L.S.E. CONSULTING ENGINEER J � / / / / � / % / � � Exp. 3-31-05 * DRAWN 2070 Locust Court SHEET OT TO SCALE San Bernardino, California 92404 OfVt\_ L.S.E. Tel: 909) 864-5406 Fax: (909) 864-5047 of OF CALF CHECKED DRAWING NO. 4/_ 6h-doq -.5 LAWRENCE S. S NHART R.C.E. 13493 DA 06/25/03 FILL N0. 02-35 I - "I 11 11 I I I I I -- 11 I'll -I -1 1-1-111.11- I I I'll -I - - 11-11 I- I 111111-"I'll'I'll""II-11,'ll""I'llI 11--- I I I- I I'll, I I- I � - -__- I "I I"I'll" I-,,,--,' I I- I _11111. 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I � ........%,.. i � � � 1 3C CABLE 4 POLE 1 1 1 � C>_j I ......%..%%%1.....%..1 I�.j 5 b ... jo % LA kS,,..- ... , �� - 33001 � I...... . :,.". i- � -- --1-M-N, 29596 POLE � 1 .,._�....._:.... i 5A � : � i . it I I � _'..'.'_ � � 0 ;: I I � i t � � .__1 111HIN NI --- I ; I : ; i � � @ : � I It I I < I W,110111111111121ammig - I i I I � I ____-___ - 0 - I � --- I N1111111,111111 ,�._%.....��'.__.% i - - _____A___Wft� alowsmigoin- - - ill,911111;1.lii I I M I ......,.�.%.._,.,%. I I I * i � i . : i j : I I ��.I-I.I.I,..I�,�,,.,.�.,��...'. 4111M - � : duff- . t -I uz�� ,i ca 40 owl W : ; I ......... � : � *.7y-A.-IF% 1, SP - 6 ----Now - 200 � I ii i I : I ""... E 15 15: 3 10 I i 1 4 1 (f): I 1.-1.......I I L 4011RE 1 : � It I I : I __ :- ____ - - __- -- ,, : �� : �I ,--- - � -- -- --- I ''till ,t I I 1 1 0- : 0(4l "-*�-.,.,.,.,.-.-,��-.�.-.,�..,.-. I L � �� . I i I I � � . 3s8,1 OL ,POLE I 1 � 2 POLE 11 I I I %.......: I - � �! ligingloomiginii- - Emogoommo-low �- I- � � & 1, 1,10 i 11 %.*_''-'-%'-'.-'-'-%%%% � ;� . � I 0 � I i: #NNM i I ,AVE I ____- � --- - -- - ,,,I -11 . -____4 I : � 4900. 5A SP-1-CS 6 - � 20OW I� East ' � � @ � : -A.. _111___ 11 I I i "".L'.'.'.'.'.�.'.-'-�-l�'..'-� _w"W"N"Im 3001mommi,111 I'I WOMOM.-Now----- ---- -W wxww-wp� 1 17,11, i 7,111 � ____ - MP110,1551 1 p � - __ wwom.,�I 11 - - . I 6"Mowwow 11 I I cr_ I �%'1,.,.%,.%,.'1:.%_,.% 19 4-8: i i 25' 121 I 3 : I 10, SV-1-T MAS-5A . : i I i .1.- .. i I � i .ft. .. ; . � I 1111 - I � 12C CABLE � I I : I 11 I I .!��....%.%%:__ � (f) - - � I -1 -1- - -- . owil,1111111 AWN i � ii � � .1 0 I � - - 111s,11111 I_11 1�7 9 --- . � z I I I -11 I r%_ .. ....i - i : � I %V.,."'."'.......... ; � � I , 1 1 1 ! : I - � r ; I I I . � I I * : I � .96- : , � i deaft � � I I 6 � I 200W I � I �� t � I 1 1 1 1 .............%', - -1-CS i � 11 I I ..1.-�I- ..J� I � SP 394-8. i POLE @, 1 I. , 2 POLE, � � , I LO _ t i I � � I � .. .. � -2-TA I --��; I � � : I � I 11 11 I I - I � ! (D I I U_ � 15 � 12 39 1,U SV I � � . I � ; i, . N I _-�'�'.'�l--.,...'�'-*-'�*�'�.a� I � I - I I i . I �- : I . .- - I 11 i I I I - -- IL -- ... I I I I ff � J. �. � I'llillilomil Elliot,I 1. , , __ I 11�00 , 11 I I :9 ..�,.,.,:.--,.,.,.,.,.,.,.,.*.*O, � : i�� - : � dAmb-1-dobomwe-s- __ I 00.6"'. - � I mommonsimmsom.--- �I I -1 1- I I� I t 0 .1.'.'.'.V.1....-.....� - - - � � � I I � I i I I I : I � i � ; � 3 : 2 2 1 f ....... I I � I I - � � : � � � i : � � �____ � � � ! ' � I � : I I � i � TOTAL X CABLES i 1 ill, 5 : Il I I %%.�..,.%.._:.....,....... � t ;IL 0 � e � :_ I i i I !010111111 , I �� I I ....I : I I �Rxw� I '-wo � :� � . - . MEWEEM"amemal moo I4 f 11 _.�.�....., : I SP � 1 f � : 121111 11 I i � I SV-1: I 1-CS I 4 '' I 200W Banyan - � I � ... 35 `1 5 3 10 � --now q i � 96 . I I - I f [ I tu� .I -1 I � � _:.%%,.,�'. _.. � i � POLE : i� 1 � I I 1 12200 L� `1 11 I I 1 1 1.-I I I...'.'..� .� ; � ! � I SA I., ffil Ill � I ( 4-aft -wo- . It I 1: I 0 1 �� i I 6001 I I i ; .%� lsimmmmmmmli I -I I .. .; � (D J12 1.4.S.Nalse z 2 2 : 2 � 2 2 1 .�%.,.:,.,...,."...%.... ' i I� - .� I I I �� It I I � I : I - J�-"-- ------- . I - - __,_________.__ - - , 41,1 MAN ...............I-* L - . I ----I, -_ I - ---I I I . 1� _._.. I mINXIF-,----- _ i - r IL I ** *11 I I I I I II I ! 1*'.%'.'.'.'.'_*......... � I i I- daw. � soft. on= I .1 11 I i I ,.",.,-,.",.,-.....�.......�.�. I � i .ws. � 11 Gomm I - : UMINAIRES 2 2 2 i - 2 2 1 2 2 1 , I J! ....''.111,". ; -Now.. - , L ! - � * � i : i I - I.. . i : F9 � I I _._, : I 1, ...... ...�... ; - 011131111111111111-1 - _ ,111 1111 - WOMM1111111 I I - � i 11___.__ MINIMA I I I P01LE : - i 11 I I : I in .... 1s216 1 1 ! 1 MINIM 11110 - : : 11 I I , SL-) � I i 1...........- f :, 'I : � , � I i OL11 DETECTOR I ____. � @ � .:� i ,2 j 2 X -------------a- N - -1- - � all, ; ! � I � � - I -,R .R04--m-Alwa...K" i : -1--_ * � � I I I I I -_0---------� _____1__ . --- . ; 4 I w. !..6"I'm� I I % � I 1:.1.S.�N.S. SHALL BE MOUNTED ON A SEPARATE HORIZONTAL MAST ARM PER DETAIL ON SH:: ET 1 OF 20 - � � i � : I I i \ I � i t � i, \4 i i 02 DETECTOR � 2 1� 2 2 2 i N I . I � i ! � X I � : , � __ - ----�_ \ � � : f i___- _1 � . F 1% ,- - -- _________ - I I I - : : � L ; i - I I I ��. .. ..... - I ET SIDE OF POLE. I � � � 1 � � ____ --- - ft-?�0--m i i I .. ! 4,7 POLE & : 1 1 1 1 � : 11 i" , � I __.... .... : � I I !I.............."..""..", - BIK I D WITH BUTTON ABOVE SIGN PLATE ON STRE - -- � 1 N Ill I � � � i 2 2 2 ! : ! I � 211,111.1 _'w --- I % 11 It I I . I , '.I............ E BUTTON WITH BIKE SYMBOL SIGN MOUN'TE � �� I . �- I � -I . -1mommem.1''I 11, --�6.-.- � - �-_9, \ � .,�%,-1.�......�I I � will I I MAMMON 11 MINIM 11 ffimssommoommomm wmwmmmummw 11__ I I� I I I I 11 �1�....�I...,%.��.�.- , � I 11 � I --- . . � �:: I I i - � I � � I ... ��......I. 1 04 ...................... � 1� I P�%.........� -1 * HORSE BUTTON WITH HORSE SW, BOL SIGN MOUNTED AT � i 1 3 - ! - 1! \ li I �...... :.:�:: ' E GRADE., ' I ! , 7"' ABOV i � i 4 1 2 1 11 - . - � I I _L --- it I � TOTAL 12C CARLES 1 i -- - --- -- - - � : 1---- usummolvEraffAm 0100111 i I �t I P .%..V..,.,.,..%. I monamofflam- --�- M, , L It I � ._.,- _ I � -, ; N � I � � . � ; � .1-1-......- �. � I t i ,___...... - � � � : 2, � 1% 44 . 11 It � . 1 05 DETECTOR 1 2 � 2 2 � Inage --- - R k I 44 � jw-- � ____ -.-..v............._... 1: -11 11 C - 4# L-.AM- I...N It I I i - lk� I ____Gp� I I I I , - i . � � L - .,K.m&,NW.N"APA i1m.-mal, .,.,- "I - �6ft__ftln_ 0 ,\ f; I I .-_�_.- . ..._. � � - I z � .---.*�.*-.-� - 'i 1 1 t : : I \ 11 I I 0 1 I .'......... .-* I 8Bx2 POLE -0 ; 1 � 1 1 ,� � I ; I . . � � � � L ! ! � ; � � 2 � 2 � i 13 I I i I � ow I : I I D.LC. 0:6 DU ECTOR 0 Ill I I L-1---- 3 2 ,, _&6.._e - --...,.�..,.�----.---.---.--...--- I I : I � � � e I . � - I� - I 1 6w .I.......I....... 11 I ; I , I I - .� ,i. -I- - �-,-- �,� -i I-- _ . I -wpm, , ....... A I ____ __ __ - "I. I - . I : � � I \ ,"�._�� "I I I.......,.,..��.,�...�,1 � I I � ,� � � .........__-.. � I � � � � � � : � . I I : � I i I V_ \ 11 I I � :.:.:.* * I I I � 11, .-I i 1� I I i ..- _:,:.:__:.:,:,:_:_:L - � I � � � � � I � 07 DETECTOR � 1 2 : 2 1 � I I ---- - 1*4 11 I I I ,- � . . � � � i ! � I -� -I,---- - � �__L - I I I . I - � � � I 1�11 ��:i � I i ok I *% I � I .� I L I � i I I � I i f L ! \ I it I ��,��-'�,-,--..,-,.-,.-,.-,.-,.-."--.-'-�-.- � I I I L -''. __ I -''. � 6B18 POLE ( ) 1 1 i � i f- I I %%'.'.%'.%. . � : � .... .... � � : 10 \ 11 I ................I r I � ; � � : i I � � 08 DETECTOR � 2 t 2 : 2 2 � I - a I ........ --- - � L I f 6.Igo lawam",�.1 �� -W % .._ .....:.'.%*1"'. - __ ==vMo_,ftW-Mft1"� � sm, �qM .ftffi� I ............ � 1 -I 1-1 - --damodwo6ammommanow--- � 0 I It I I : I I...... , � � i I � I 11� � - I � � � . " It I I ; I . r*-_ _.._......... 0 L_ �t I _ _ i 5C CABLE i - . : I i : !, i _._. 4_ N 4, i ; I i � TOTAL D.L.C. 4 4 8 16 ! 8 4 4 1 - � V_ "" , I a a I �''.._.%,.%,.%'..- �0-18 o'-wi 7' �*- r`mw 1 7" jAw- - I ��....... ......�. I ........ ........ . � � -�-,.I--,--- - - - i 1 i I �......�......... : 011111"111 - � I i 0 I ........___ i � I :, � j X ____...... 1� 4B,6 POLE : ; 1 1 � .1 � i I .,. I � : ! ..v- L WL "'.'.'.-.",.*�""*.'�'.'.'.*.'� " A! 11 % - - i : : ,�'....��.�.�......�.-..:..,.... ST- " !TYPI 2 1 , I . @ � � I : 1 4 , � 1 lll� I z EVP CABLE 1 2 1 2 1 I I �� I - - -d k...awomm - ____]..� -- -_ �,�,-��,�-..-.�-,��..�-..-.-�� 1. Imp0boagavo- , =M0WMNM,@%.ft1W*ft,*ffl#Wow*tww lit IN I 1, I ......: T 3W " AM 6 �MA61JM � . ......I-. ."m I "" I � ; I : ; � It I -% V� I——.......I..., � L � ____ I � i i : .............. .. "I i I 11 I ,% I � A � : � � � i I 0 ..._ I I :. : : A ; I i , /\ ESTAL - ! 3 j � 3 2 11 I 11 10 I �)� 2 J'A 3 ; 4 2 4 4 :; I I � ':".'.%':.,:........ INSTALLA ON - WL - I IAK� 2B94 f 11 1� I � 1 1 I � 1 161 I- POLE � I � :CONDUIT SIZE (ING ; I � ; I fe� 11 1 1 1" I %...,.,.....::,.:.:.:.:..--1 "' _!,,\ - i � I : : i 1%& ..%1.1.'1%%'_._j i I @ � I � ; Ill I * I i � I I I � - A -----]L __ 111111IM116111 mm N --,-. I � 1%, 1 .,.,........ xL_ � .I Miftli iiii 1;: N111111 I ---.a- .- - 11 11 ,I i 11 I ,,"*"-,"**-- � 1_1�� - .I..._.._....�- ,,-�,, it -,7 , . - I -1 ��_ 'el_� - lk� �I " I,:,A, ,.01� .It��__��,� -I � ", � ,'I �Ilv _"N ----I'-",-"-,I-___111 V-11"111y_,__1_f__N I_1'___N__1_,X_�__�V% ��, _% I N _1�1 1� . � � � ----,k,-��- ----."-- W I ; : I re- Ale" .11 I I 11 ,� . -,'�, I - - W111111 I i 11 11 I . . _ - - . , , I N� � ...-....-L I , � 6 Lk , . : ...�........� i IMMINNINISM oampomom I ,`�� I I . ......�-- - , � �� j_j�j 0 " - _�_ I'�,-,N.-�i-,--�-f"--,-Yl"--""'I """""",,�tIl'-,�ll,�'ll"��-"""�11--.t�""---�1.1�'I'�,�ll-�Illlv I ---I- 2 � ,� "�, i; � TOTAL 5C CABLES 1 4 2 1 1 _I-__" , � 'r 4,111 i, , K % (11, W E � I I .,, -11, � : � * f ....� 1i ",XB" It' _<, I �\'% ..1.%%%_....V � . It t I "�%'_ - -19" qm� I I .P CONNECT TO *X'* PHASE BICYCLE, COI17ROLLER INPUT, I . � � % 9 ")�__ I 1%%', SCE MANDHOLE I � � i � I I I � � ... -1 ) I I N -1, ...,- " I A ' 111� ) I .,.,., I.. .....- ,I �L I I I \ L I ..-""I.� ...* `�"� CVWD Cons,t ,uct, Lon No't-_te,,c- I %�- t�-- .,...-�� -, , i \ I ..�. �__4�1� 1 , I � I! I 1 1 I "...'......" _�_...�...%.... � % I I I I t,, 11'.1 I � i � It I I......-...-. ._,�.�,�..%%%�_.r 19 - , t I I � 11- � 11 I I '%* � 1, i- ..L A 1, � 1: I %. I 1%,-A........ 14� I I � � ..A.....�- : I , � r _1 ,-,*,, I I � I i �1 ,.%. , I �_, , ,r,,-z �q_ � & , N ; �._...A'-.-,-_%'��. , " �` I L. � � i . , '7' '11P,urn.:�i-sn. a.n.(,91 '-,i�,,-,,n.s,�.-,-"-,al'.,"�, 11' 20A - 1p c,.,L,rcu,,1 _1_', "I-,a.,11-c,_,,e"it-, I � I I ......1.-��%, I � I t%, ) , t I I i , I - � I :1 '.... .I�I� .. 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I I -------- REPLACE W17 WITH W41 .,.,.,..,.%' C4: \ S.08 � : �,%_.._-,__1.1 � ..�,_...�. \ 2- 3-S- ,-.1-111 ._...'�_%..._ \ I I......� I k \ - i '21 . - % I I I .,.,.,�'%%�v : -.... 11-1- :: 11 f.,--.----*, : \ I ! ii I ___ . L i :..:.%%. . % I ,` L i ...�_......% _._ 'L t,...... i - 1 . L I I %"�'.'�'�' ...-- I I - � �L *A�, ......, I ,�....� I I I .1.- ..%._..%...'1 1% i : : I .........I .. �...... I � ^ �,.%�-- ; % I � ....%'...%_ i '..� , %� � ....... - I ''...- � � r 0 adwalum L..._.. % I � 1'_%,.,.,.,. I I I 11101 - I I ANN 0000 llo�illm=l A I I ellillillillillill I-1.1. i i . I..... ; I i i ...... � '. I � i .___ I � I � L ___ L .....- I % I v.v:� i W ,--- , - � � I 'I � �._�_._.... I � r I I : ,.�...,.%_� PHASE DIAGRAM - __1 X I : 11....I � ...... DETECTOR SCHEDULE I ------- i � � ; 41 � I I I I ...... ; � ; . 1 .... � � I .�%%....... :L I BEIR 111-1 . ... i i . I � I 1%..%.". � - - L I L __ . __ : '' L k i I _� f I I ..... - 1. - . ..... � __ I � _: I . : � � I I R LOOP PER �- -_� . I I I � �'..'� __ _ _ I I -,----+-- I SENSOR, . (C"ONTROLLE : I I � 11 : ," _.1 I - ....�__-.-I.,J L Ir .._7 , L- I I i - - � ..��_�,-,.�,_� 1 i 11 L� I ._".%I ! I DETECTOR � . I L l I I .�.� � I i � I ...... � - I I - � "t � : f $L lt 01 : r � I � : 1.11 # It t ._.,.,.'1,._. I � , I I 2 ! i - I I INPUT CHANNEL, jj�1�' � ,.,.,.%_.,.. I I I NO,. CHANNEL � � t--,.-,-,.,"-: � I L L _ ____ � � I : . - . I I 11...... I I � : ift . - I IL: I . �''.., �51 � 1 1 1D � 11 7 *,,-,,,,***, - __..,.�...�', I:miolillilmmijowwmfffmilmmm= - , f I :; L 1 I - ?_ L _________________, . L . - I . 11 L g! I I � i ;� 0 � i V I �. I ......I � ; ti i � � I � I _ L � � � �; � i I : i 11 I i IN I I � i .,.,." i � I i. __.Adk__k L 3 m__&__..w10 r'' ___ - .M.1 IN R 6 111IJ � 02 03 � � 11... X I i # I L ...... 1 I 1 -E-01 � 1 1 �_...- - 44 It 11 *- 04 ff: __�_101.7.1--ow- - I __.__-._._._� I i i 1, � I I.------ ..-1. ... I - mW& . ,us"= 0� L . I I � - I� I . �A, I I ,-�'' __r __T_ �_ I .11... : ; .�.-1-:.,-,-:- I 01 I - _____ __ :L I I � I _. : .� T! :0 � � I : :___ : ; I 1 1 I I I.".-.......,- � � 9 I 5� I I 11 � F-.'-�-�-::::,! 0_1 ; . NOTE SPECIAL PROIA�SJONS FOR "' :1 . : I --.-..m: _,___56` . - I I:_* - a ,_ .6.-A - �.1 - �: i 1 1 1 i t _-________..,_ ,eps- -i ..&L h_�-� -. , . 2 1 -W-02 2 i - r- I - � - - mwwamw_vm_.�� --- - I 4_ .1. � � . f I . . 8 L � I I I : ! : � L� - - L I � . : � . � ! � I . _..� � L , .. . � g : � L . - I I I-- V11 � � lop, � i � � � ! . ,., 11 I � I � I I : -N FILE IN I . __ � CONSTRUCTION NOTES � .-+..- � I ".'',_'... I � X ! I THI'S WORK A,R�E 0 IL : . ww"wafflawm0mam L � _.'', I : :+.-,-.,.,.,. . I � __. 0 1 . - l : .. - � I � . . 1 1 -S-03 3 1 .-I.�...� I I - �.--..�-. a ! I * I H - Y � , - ! I I 1, � o � - . --,--- ., � .10.1111 .. I L I I I ..... . a 1 2 I'll, --- 1 I i I L_011� * , - � � . 2 1 -N-04 4 2 ..'��.�..�,_: IL 1 wn I 0 L i T E OFFICE OF THE C,IT - 0 : : - - -mks- f , I _ 1 � 1 L i , � .... ,vall I I i . � I 10 z......� . - � : --Wpw- i I . ;. � . : . I I . IL Vr , � - I. , ''"- I I _,_"`,*__ I LL � * �--- I I Nommonow rnf h aLnrd install 8 phase NEMA Type .--- 7 � - ! Fu ,is "90" controller assembf with I I - - L L . OULXO" a � :._ I I ....'.. . �. : � -�". I I 0, I 1 4mpaw-lfif� 11 ype net. The � 1 1 -W-05 A; 5 1 � - X I 1'. "---"--L- 410- detector sensors and fliary equipment "n a T 'R" cob; � - I _.,.,.,. I I ... - - - - hawww"- , --'q L� Cn ft ..1, � � i I I i I ,, a � :� ', I ... : : : 11-1. WE 1� I I :1 11 3 ! : IL i I-- I � I ,.,_,'_ q0,_L____(?M� exact location to be dLetermined by the Engonreer'L See SpeC'al : : � ....... � - � ! i :L __. I I i ��'' I � a . I L !� :, I V_ : FILE TRACT M-AP NO. 16116 11 S a ff 11 i .._.�,�.".. I � : I _ I . . 1 2 � 1 E-06 6 : I : ! , � i, : I Ill I'' Prowslons. � I I � � i i �__..-..- ..*"w.w"8-.Q-*Mw I� A. -dot : I - W omm"wo man, - NNNONAmm - I ___� �I r',,.__,., ,U:>I Ill 11 . . I ! I I -- -1. . I _ -- -- , 11 11 I --- i I - I r-.1_. I I i I � ,,,,,* I I L . - I , I I I I-I I M giolimillimillow�- I-IN 11 I I I I : � I C4 I ..I. .� I � I � I :, � ....... � I r I . g I # , � I L � ,,_,., ..... I : 1 1 -N-07 1 7 � 1 ___ I I I .'', �'. � L ; � ,��,-4 � . .. . : L 11 I I ; i � L I ..__ I"�, 6mg I I ,,,,mmommmamwwwo gill a ��....� I r I � I .. �. I I L I . '� Furnish and install TYPE II1_rBF SefAvice EqU:ipment EnCrj: su:re with, one . .. ; -1.... � _ I I :0 1 --mim-imemalmillaw- - � . I I I * L 11 I ...... � It � I �%..%..�-.- � � - - . . I I . 4 1 _ _ t I I I I a ! i .-:�" I I i I.-I-L : � - t U...... 1: .._ � : : I : I !it � ; 1 _L i I , I I....,��., : � I I : I ,rcu' -ke,rs 2 - � L : I � I 1� St, two 3OA-LIP 6 - br�ec I I (".) I I * � I 50A-1P 6rcurt breaker for metered s; � 1 2 � S-08 , 8 -,.%,.*�%. � � 1. ;I I L . 1-- : I i I I I I � ___._ .1 'n .1 I I % I -,--- � .I..... � 1� I I I : 11 ...'%.,_,._.. L L � . : : i fiLg; : oft - . Ill 11NO-WIM.4 1011 i 11 � I � L i ....I.. : L I � L L A, L IL 1. --� - ! : I I I I : ....... � 11 � � � � - r i; " � � r I ''''L, : I I i for unmetered htin and on�eL 1�5A�li �` cc'rcuft breaker for metered 1-:11- I I .__.. � : : I � .__.. � : : I . .%,.,.,.,.,. : I I L- -.0 !! .. : I 1A, _" I :I � i ;: j j`%L 1v �, ff 1 . i437, Alm� T .,.,.,.,.*.*. i - - -� _JL�# � t', k_11 �11 I ' '0"-,- - 1� 'IL : I I I E_- �4_1 J .1 I '_1 i . I ....... L : 1 I 1 - ; :� loloSsNOS40 See Spec Prov"s"ons and City Standard 407. 1 2 E---01 9 3 .,.'1,.%,.,. I _11 11 I - I I r"s�v D D a' a 01.1 o_" ,i ,,-�,c t o r "") , - ' e ct I �0/5_ ___ _1- i I � A I _0. IL - mpowmaw-waft .%%,.%,.% I i ___ /I ..� i � - A 111� .11- I --� e-4 � i 11 "I - 5 , L ......'. & I ...I L k . . ..... .1 I I : I : . � ---_____________- --- -- : amm in : I a : a- � 2 2-W-02 I� 1 0 2 ft 1 07 08 I � � I % I I __. i I �. LL -- I -Iffiffalmoaft [ , � � � CITY Furn"sh and install in,? input EVP = Detector on signal most - 1 I 6 3 E :I � � i � LLL I I I T L � � I � I � 0 1 �: r . I i W i I - I ! ! � .1 , � arm per detail on SH 1 OF 210 1 shall be as shown on the L ' 1 1 2-S-03 - �, 1 1 i 3 __ � �_ . I 1. - � I � - ACCUM ------,-- 11 L _ _ i I IN 11�I" I � --- I : � I - 1 6 _____ ; � I : � I . . __ .I I 11-mom : plan, � 1 *_1�7 1 1 : , _________ - I - I - � : � � ...�I- 2 2"o"i'mN alm,o 4 1 2 4 - ,-._.,�.,_� I 11 ; �"-'L"" __ � I I I '"' - I I i � I � � � � __ _ _ - .-1 N. 11 I I : I _-___-_1_1 _r PERMISSIVE' LEFT TURN MOVEIMENT. : � �....... I I 11, I I � .*.,.%_.,.1'.,� : .....'�.._�', � L ! . i � 1.I.: � i jr I ------L ! I d i"nstall R73-7 sign (36%45") per CALTRANIS Standard * I Fumash on. � I -1-11 L 11 � CITY OF RANCHO , C�UC!AMO,NLGA � � 1 � 2-W-05 1 3 3 ''.., I � 1� I ...�.,., � - I I - ,I 11 I � I . - I - . I . � � I—- I I I F .. � � . . I ---I I I 11 I I � I%..�_�_I ,ALL I I ES 6TR Detail U-. 1 7 � L ,.,....�. I ,*I , , INST JUMPERS IN CONTROLLER, ASSEMBLY FOR : - - - � � I I _ : I L I i 0,>- I M-I I -1-1 ; � -...-..,. I � I L I _r06 . ....... 9 I I I . 2 2 E 1 4 2 ; . .1.1- I � I ��c � L : L . L -11 ..._ I -1. -BACKUP TO: PHASES 1 o 315 & 7, � L - I- - � __ L __ - - FA M L ; I L ; .�.,.,%� ASSURED ANTI ...- 'Xr!�' . .�_,.,_�.,�, � L � I : � < 1'-*_'_'_'_*_*, t ...... i I � (E Existing streletlight to beL removed by SCE. . `__ TRAFFIC SJG�NAL PLAN ; I-- .....I. - �- -�.- I L LL I - I I I i ,O ..:�::::-�-: - I I .-l'.,.,.,�'. � : � 1 2-N-o7 1 5 3 ,.*. . - IL . i I � L : a� � � I ; -1. I I � ! ; I __ L . � .�R"...-.0mame mmwwvii 46 . :::"..., , � i I j %1:_`_'. I : I 0 a I .......-Immons 61 L z M 1'..'%.,� i :3r- I � - I I ....... i � : I S I ...- � L __ : i 'th � f Z3 to � .".'.'_*."% 1 1 IL 0 � 8 i ft wt � L__ W : jr i � omm"n" It d 'nst :11 puill rope in 2 ; condut #6 pull boxee every � OL8 i '1,-,1'1%%' Fum"sh on � i I � 0 � 2 2-S ! 1 6 4 : BANYAN STREET i : � - K .11 A - - 14s. I EL ILI � . .. : . . - 0 -.6 . r . .... i 6100 mox. I ""."'.%, � � I _-, L L :)M 00 �:::�:.:,.:::: I , L.:..-, ; � __ .-�-, L 0 Lo 1"..-� I i �_ � I _',',",% : ; i I ! ! I i , I : � i � I � i 1 1 i ___ �%,.,.,.,.,. I ir� Ill I : L . i ,�, . I � I'L'_'�'%., __1__I - : .- . I I r am N11110110- woologafin-1homb I"I I L I ! Z:�_ + "-%%%%%L H � I t : .4 � ......- I AND I -- I L J114", � ...... � : 9 ; C)�Qrn .___%.,.... i 'a � L � ...... I I I 11 1-1.... L . 2 3-S-08 24 .. 2 01<Ir- ._�_.......�. : I U. i I �_�_......,% I ____ .... .__ ...1. - ---.,, - -- .. ...........v....*_ 11 ---.-- X_ _. : 0 - �_,.":.%-.% ...�� : of ,.,." � �1 � .1, " '" , , __ & _:,�... I I L I : �.,.%,_� 1: I EAST AVENUE : 1:1 - I I L 1 EVP 02 & 06 1EVP 3 L I I : I I - I : 1 0* L :1__ IRIBI.- I I I L �'�%'_"*.% I . I - - ::-.,::_:::-" t .-I... ! I I I liiiiiiiiiiiiiiiiiiiim=llmml I N I 1 I IN lmilligililimillill�iiimiilmlm 1011111% gla il 11 11 1, I i I 001.10� 11 - - .- � z �<_ - ! � .........� �t _*,_�_... I I .%.,%%..�� I t ___ . � I �1 W 0 V) - � ....., � %.I- _-:_.�:_ I I i � � I � :, � I � i . � I . - - AT . ' � 2 EVP 02 & 06 EVP 4 � � ....�' I -.�_.,�.�.� I r I I APPROVED BY I , D E � . I i L ..*. �k: . Z.,� . L.. -0- L � - .. � , I I I I : 1 x ./ � .. � - -i 7 //M � 24 L , � I ; own I I : .1.1.1dosafim- __ � N%4�'. I r, i ,_�..'�.%., � '.. _ I,', . & .,�*�,.,._._, JAi ) .E. : 0:8� L i ,...,.,.,.I - I I I 1..�1.1.1, N) j ___ � ; , , ,%- b, �i fX_LL CITY ENIGINEER R.0 53 � I I -...- 11 I I ---.--- ,. .4 L .... I � - L � I..1.", , NII�N - -- . � I I IL_'*� , X ` " r L 1 EVP 04 & EVP 5 ; I 4 t - ; � � L. 11 i : �- ___ i I .......oft" ,. � I I , ,t 111 � ....... W, I - N so I I i 0- I . ; L ......... L � � � ._.%_." I % I I I - -� ; I I ---� -�-.::.. .01 I : 1 1* � EVPL � I ming I � I i "I � N L � L I I ; � � ��LL - b � I ,� 04 DESIGN I RECOMMENDED ; : 11 I 11 I � f F " � I I I I L I ; L ...- I I i 1-1-11 - I � 2 1 I 04 & 08 EVP 6 f I t4 :: � I ; � e I I ' L I ; i I __ - I . I I r I , LAWRENCE S. Ejj"SENHART , A^ � I I _1111 I 11 L � _ I I I 4T, I . : � I � t � I 1: L I � : - L : I I L L I 11 I r I 1� i I __J1 � � L.S.E. §8ENNE& 0 A Q� I L L i 1� ' ' � � 4"Nams- CONSUL TWO, NNGINKER I ; i 1� i � ommm%mimmmm" ; I :I No. 13493 : r - "I - ______ � I I ,I ow r I- I I L * EVP DISCRIMINATOR 11 I 1 L" I� rr , L I * LXP. 3-31-05 * � DRAWN 2070 Locust Court SHEET I %�L W41 � L I I ; I I m .A_0mff___ INLST- I Son Bemord`no Calif ornia 92404 1 1 L�26 L.S.E. ; I oF 2 : a 9 04 CIVI\- � 1 2� �_, . " I . r Tel. 909) 864-54,06 Fox: (909) 864-5047 1 . EMPNOMME"010" -------.- -_._____,_______ :_ Cp, I � 11 :1 I ",Sl: NAL AHIM % .1 . I I I pAINT G . 0 ..\i CHECKED * DRAWING NO. I . I f T r ::: a A. 11 At- I I L_1 .0', r L , I I �� 11 I I . _ _ ,a . - L [ L - : ,e k,-. i, I ? � 1` 76-S � __ JU � I � � I .,_� - - L - R-..----,.w..... __ k L I � '� 1 0 � , F6 WRIENCE S. USENKART ft-C.E. 134 � - 011111,1 11111--- -L----- - - it - � I J I 1111111M, L -__ � �i � � I --- L I . __ � -- I i . 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