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HomeMy WebLinkAbout1481-S CITY OF RANCHO CUCAMONGA GENERAL NOTES P SIGNING AND STRIPING NOTES SIGNING AND STRI ING .I 1 INSTALL WHITE CROSSWALK OR LIMIT LINE WITH 10 FEET BETWEEN 'herof S LL 12 ' n and the installationO 1. All details and dimensions for traffic signs a II conform to the Caltrans cffi4 \_".__�tlual W41-1 8 7 PARALLEL ADJACENT CROSSWALK LINES. sha c Sign Specifications. Tr and Maintenance Manual. M _ O PAINT SOLID DOUBLE YELLOW LINE (CALTRANS DETAIL 22). 2. New and relocated signs shall be installed using green non-perforated O Unistrut posts and anchor sleeves except as noted. Sign posts shall be ~ 3 PAINT SOLID DOUBLE YELLOW LINE (CALTRANS DETAIL 29). 2" x 2" and of sufficient length to extend from the top of the sign(s) to o between 6 and 8 inches into the anchor sleeve and provide 7 feet ofO PAINT 4" WHITE LANE LINE (CALTRANS DETAIL 1.2) clearance between finished grade and the bottom of the sign(s). The R26 S anchor sleeve shall extend 1 to 2 inches above finished grade and shall R81A 8 (I O PAINT 4"SOLID WHITE LINE (LENGTH AS SHOWN). WITH TYPE G MARKER be 2 1/4" x 2 1/4" by 30" long. Post shall be attached to the anchor AT 25' ON CENTER. sleeve utilizing Unistrut corner bolts or two Unistrut drive rivets atPAINT 8" WHITE LINE (CALTRANS DETAIL 38). 9 9 II right angles to each other. Attach signs to post using the drive rivets — O or other City approved techniques. Install R26, R26(s) and Neighborhood INSTALIWHITE LEGEND OR ARROW AS SHOWN. 9 9 Watch signs on Teen 12 foot U-channel posts when street light poles are not available. �.' O INSTALL SIGN(S) AND POST AS SHOWN. 3. Painting procedures for striping and pavement marking shall conform to II the Standard Specifications for Public Works Construction. 1991 Edition II EXIST. YELLOW CURB with the 1992 supplement and the following provisions: i a. Paint, pavement morkers and all details and dimensions for traffic CID 2 11 INSTALL R26(S), "NO STOPPING ANYTIME" AT 150' APART UNLESS stripes and markings shall conform to Coltrons Standard Specifications, 2' 25' DIMENSIONED OTHERWISE. Traffic Manual unless otherwise noted. Pavem �n ent leads shall conform II R26(S) to City of Rancho Cucamonga's maintenance stencils. 12 REMOVE CONFLICTING STRIPING OR PAVEMENT MARKING BY WET SCALE: 10-40' 16 SANDBLASTING. b. Existing traffic stripes and markings that do not conform, to the plans _ shall be removed by wet sandblasteng. i 13 REMOVE AND SALVAGE SIGNS) AND POST AS SHOWN. I I c. The contractor shall furnish the necessary control points for all striping and markings and shall be resr) )nsible for the completeness and accuracy thereof to the satisfaction of the City Engineer. LLJ 7 � d. Spotting shall be completed and appro-.ed prior to removal of any existing stripes. Existing stripes and markings shall be removed I prior to painting new ones, but in no case shall any section of +I z street be left without proper striping for more than 24 hours, or 20 20' o _ over weekends or holidays. W ' 4. Salvaged signs and/or posts shall be delivered to the City Yard on Grove / 14'< 6 2' 14� It Avenue just south of 9th Street or to the City of Rancho Cue amongo inspector i as he directs. 0 R26 S 11 12 O 2 11 R26 S 500' TO BCR EXIST 13 I 7 .450 R1 4LTO_ BCR FOURTH BCR ECR U STREET W41 W % 0 -- -- -- -- -- -- /2 - - `v-�� /2 -- -- -- -- - if - _ _4_ - - - - --- - - - - - - - - -- - - - - - _ - - - -- -- - -- - - - - - - - - - - - _ - LANE CENT R IN 70 N FUTURE 1 10 7 5 -� oo \ N O \ o N 6 12 c � 00 7 RAISED MEDIAN - - - - -=J- CITY OF RANCHO CUCAMONGA CITY OF RANCHO CUCAMONGA - --___ _ - -__ _ _ -- -- 9 PEN -- -- - - - - - -= CITY OF ONTARIO CITY OF ONTARIO 50 - -- - - - - - - - - -_-- � 20' � � 'AHEAD' 'SIGNAL' o °0 12 O tp N N � -- -- -- -- -- - - - - - - - - - - T - - - - - - - - - - - - - - -- -- - - - - W41 1 FOR STRIPING ON FOURTH-ST. m /2 ' I I /2 w ' WEST OF CENTER SEE R __— - ECR �'V I BCR I p ' I ryl h� 1 1 450 TO BCR II i (I 13 ER1ST I I 1 121 I I I I I ( 1 1 I I I CITY OF ONTARIO II I I II If I I I I SIGNING AND STRIPING GENERAL NOTES I I I I) II II 1. TRAFFIC SIGNING, STRIPING, PAVEMENT MARKINGS AND PAVEMENT " MARKERS SHALL CONFORM TO, AND BE INSTALLED IN ACCORDANCE W WITH, THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION _40 4 (CALTRANS) STANDARD SPECIFICAT10liS AND STANDARD PLANS. IL 50' i '150' DATED JANUARY 1992., THE CITY OF ONTARIO'S MODIFICATIONS TO Z THE STANDARD SPECIFICATIONS, AND THE CALTRANS TRAFFIC W I y MANUAL. II 1 2. UNLESS OTHERWISE NOTED, ALL SIGNS TO BE INSTALLED SHALL BE (I I II REFLECTORIZED AND SHALL BE BLOCKED OR BLOCKED AND BRACED I m IN ACCORDANCE WITH NOTE #2 OF CALTRANS STANDARD PLAN I ( I o S 42-15. BLOCKS SHALL HAVE A HOLE IN THE CENTER SO ~ THAT THEY ARE HELD IN PLACE BETWEEN THE SIGN AND THE o POST BY THE CENTER MOUNTING BOLT. 3. UNLESS OTHERWISE NOTED, SIGNS SHALL BE MOUNTED ON TELSPAR 20 F 12-2, 12 GAUGE POSTS USING TELSPAR 25K-12-S-2.5 7 8 W41-1 ANCHORS AND TELSPAR TL-220 DRIVE RIVETS. Lon O APPROVED CITY OF RANCHO CUCAMONGA 4. TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL NOT BE PLACED UNTIL SPOTTED, AND THE SPOTTING IS APPROVED BY THE TRAFFIC 930060 REVISION I ONLY ENGINEER. �pFEsS/ W i TUTIC 1I IQRSPOSTS SHALL BE DELIVERED TO THE F IPA P 0G) AND/OR R 11 1J�SIGNS �1VA 1JSAL GED 5. l- TRAFFIC ENGINEER OR THE ONTARIO MUNICIPAL SERVICE CENTER, o�S �N�IF p ? G ,` � . �, STS A TRAFFIC AND TRANSPORTATION ENG I LING ` 1425 SOUTH BON VIEW AVENUE, AS DIRECTED BY THE ENGINEER. I Y N 3 � DATE W No. 16828 m 880 L h1r_VV0Rr D.R. S`U77�`� 222 JUM.X.RrON, U 92631 (7`14) 871--2931 Ib. R.c. REVISIONS MARK DESCRIF TION EXP. 6/30/93 �Pj � f�j f, C!Y 1 01* I ADD MEDIAN ON W-LEG REVISED E- LEG TO MATCH j OF CA1 \F� wasTox s. p ��> >x, Rca f 082 DI T.9 V`CA% N N to M i BENCH MARK N0. -- - --- ELEV. DESIGNED BY MS_ _ F';: i`A.�:v�i� BY: O WILLDAN ASSOCIATES SIGNING AND STRIPING PLAN THE SHEET 8 OF 10 r- MARK DATE BY /PPf;OVEI>/RCE N0. DATE 6/90 CI - Y 0 R ' 0 LOCATION: 12900 CROSSROADS PARKWAY SOUTH ONTARIO 0 1 1-93 1�►f1'A _ c ;. "' N" INDUSTRY, CA 91746-3499 FOURTH STREET CONTRACT / DRAWN BY HS r - �--- DATE —- 6/ REVIEWED BY '�b EGISTRA71ON1 EXP. DATE 51 -��' __ AND CENTER ACCOUNT O DATt Cr�ECKED BY .: _-- 7 S o � CENTER AVENUE CENTER SECTOR X77 /1S"/� ACCEPTED BY � �� DWG. N0. DATE '----J`f�if CITY ENc+uFrR &n HARD S. DEAL CE 44696 DATE A e o 2-e 1� N0 1y81 -S 20' 20' 1-N-O6 CONDUCTOR TABLE CTO PULE �C Ul-� 10STAND�RU UMINAIh I.I.S.N.S. SIGNAL Ml UN INu , U I I 'POLE LOW i0N _...�... �rt K- �. � o-_.. - � SENSC�f� LOOP CON1KQl��K p��tC�©k S,AMPUNG � w - - -- - - - - -- __ - - C RUNS I SET PU RACK DETECTOR Z _ _ REMARKS AWG CIRCUI t .. . .; � Oo IG M.A. L IM.M A HPSV LEGEND VEHICLE B .__ MAS MAS _ - s q 1 2–S--2 2 1 50 1 2 3 4 5 6 8 9 I --2— 3-S-2 EXP '5 1 - N� A 29A-5--80 35' F=16',12' 15' 250 W C��ter gam' LT 2EA SV-1 -T SP-1-T 6 �--- 13' - 3' - 1 –N-6 - 6 1 3 3 2 SPARE 1 ' 2 - 3 3 3 3 6 3 - - - 1 1–N-1 , 1 - B 1-A 10' 1V-2-T SP-1-T 8 T 14' 3' 3 1p 3 3 3 3 3 6 3 3 3 - 2 I-S-5 5 1 _ 1 2–W-4 4 1 - ' C 19A-4-80 35 ,� 100 4 - - - - - 3 3 3 3 - q' _ ( 25) 12' 250 W Fourth MAS SV-1-T SP-1-T 8 �--- 13' 3' 2 3–W-4 4 1 q0c8 33 3 3 3 - - - - 5 1 2-E-8 8 1 - - - - _- 6 3 3 - - 2 3-E-8 8 1 � D 22 35' 15' 250 W SV-2-TA SP-1-T 2 --;� 13� 3' g 3 3 3 3 1 1–E-3 3 1 - I 29A-5-80 35' 5 ' 15' 250 W Center AVE MAS MAS SV-1-T SP-1-T 2 -E-- 13' - 3' -- - - - _3 _ _ 3 3 -- - -- - - - 6 2 1-w-7 7 1 - E F=16',12'1 1000 LT 2EA 8 3 3 3 3 3 3 - - - - 1 1-S-2 EXP 2 2 Al # 2 PED - - _2_ -2 - 2 4 2 2 - - 7 2 1-N-6 EXP 6 2 A2 13 14' "12'si 14' 5' F 1-A 10' - - - - - - TV-2-T SP-1-T 4 - 13' 2.5' 1 1–W-4 EXP 4 2 B1 ¢'4 PED - - - - - 2 2 2 2 - 8 2 1–E-8 ExP B 2 a2 -' 35' Fourth ST _ _ 14 PED - 2 2 -2 2 4 2 2 - W G 26A-4-80 35 (FJT. 45') 15 250 W 3200E MAS SV-1-T SP-1-T 4 E 13 3 LO PED 2 2 2 - 2 2 2 - - - - ? I z ! _ - - - - , __ I _ I H 22 35 15 250 W SV-2-TA SP-1-T 6 _,� 13 3 2 PPB - - - 1 -- 1 - z I ( PPB �4 PPB - - - - - 1 1 1 - - - ------- ------- o I 3'-10" - - - - - - - -I I I I ___] 6 �--� 0 0 3' 6 PP$ 1 1 1 1 1 2 1 1 1 _ 1 � 3�� LL.� N POST PPB - 1 1 1 1 - - - - 163 " ST "8"UC-6"LC 0 j 1. ALL SIGNAL INDICATIONS SHALL BE 12-INCH _1 0`r O 0 4 Q j j 2. IISNS = ILLUMINATED STREET NAME SIGN - SHOWN>� ON PLAN 1 1 1 1 2 1 1 1 1 PPB COMMON 1 _ - J I 3. =RANCHO CUCAMONGA IISNS-SEE DETAIL HEREON. „ ..» SPARES 3 3 3 3 _3 6 3 3 3 F5__j 1 1 - 1 3 4 c�_ TOTALS 13 25 27 31 31 58 27 5 13ECR E�DE,tCTOR � I3I�I . S. N . S. DETAIL - 2 DETECTOR - - - - - 3 3 - - - I I FUTURE -� RANCH 0 CU CAM ON ICA ONLY 3 DETECTOR - - - 1 1 1 - - - - I �j 5 6 7 8 18 BI DLC 4 DETECTOR - - _ - - 3 3 3 3 _ g 6' ml ECR O I 0— V5 DETECTOR - - - - 3 3 3 t- ; c -- -- BCR --- - -- - - -•t---- Q7 DETECTOR - 2 2 2 2 2 - FOURTH G �!7 DETECTOR - - - - -_ 1 1 1 1 1 -- 5' 6 B . FUTURE '� DETAIL "A" 8 DETECTOR - - - _3 3 3 - - -- 0; STREET TOTAL CABLES - 3 3 7 7 15 8 5 4 1 - - - - A �1:, �% 3 (POLE LOCATION) LUMINAIRE 2 2 2 2 2 - 2. _t__2 2 _ :_�� INSTALL 1%2" C. WITH 1 DLC __A SIGNAL COMMON 1 1 -1 1 1 2 1 1 1 - ( 08P - l - - - - - - - - 10 TOTAL 3 3 3 3 3 2 3 3 3 - D _..,._..._� _...-. �.-_,_.._..,-... _ �UT. �- - - �2 --- � �2 1 8P �8 - - - N #12 ISNS 2 2 2 22 j - 2 2 j - I c) r ]?18 - C`PTICOM CABLE ( 1 I 1 2 i 2 2 4 1 _ ,.... 1 CONDUIT SIZE: T2%z 12 y2 3 3 _ 32 -_�_�. z2 REMOVE STREET L13HT� � ) � 9 �I N � 3-E-08 N 00 BY OTHERS !�8 EVP- 1 - - - w g ` N a 00 in - -- -- - — �- -� - - - -- - -- -- - - - €VR-4 ---- - - - -- - - - ----- _ - - �� - - -_. - - _ I S � 08 _ 280 - _ N O (D 4 TO B.C.R j CITY OF RANCHO r-Ur-AMONGA (D03 - _ ' TY 0 CUCAMONGA - - - -, 20' 3e' � � � 1 E 3C1 OF HO - . , -- mim AM I % am 1111110 111111 low `CITY OF ONTARIO CI1 Y OF ONTARIO I_W-07 30 20 �7 FUT. PPB. POPST - --_- ---_ LO IO #5 TRAFF.0 TYPE �. 280TO — 9 ` �4 ` FUTURE RAISED MEDIAN fl_,�n EVP00- 00 ---- --- - - 2-W--04 Cc�i l 3 - N 04 Y A 00 I N �► , �, � CB EXIST. 1 V2 C. N 3-W- 04 - - ------ ------ - - - - -- -- - } - 4 - I. . .N - - - - -- - - - W-- - - ---- - -- - - - — /2# 12 I S S 2 G cO -- - - - - -- --- --- -- --- - - -- -- - - - -- - - - -- - -- - 3 INSTALL I 4# 10 LUM.- ----- -- - — - - - - - - 1 04� - - - - )�S -- - 6I - T- - -R34-1 CB #611 it T- T-_ _ ' cB - - - - 0 - - - - - - - - 4 INSTALL 1 DLC IN EXIST. 11/2"C. N 1 2 �- EXISTING 1%2" CONDUIT U { N - BURIED CABLE - TELEPHONE TRUNK UNE- 2 i 1ST 2 C/2#8 CONTRACTOR SHALL EXERCISE EXTREME INSTALL 2"C+-- '- CAUTION IN ANY EXCAVATION, REMOVAL. FOR FLIT. I.C. G #6 I 102 3 OR RELOCATION. ECR 9 BCR_ �5 . EVP- 1 pal m ! "• 11' i 17' 6 � wi CB i CONSTRUCTION NOTES GENERAL NOTES � EDISON PB. 1. ALL WORK AND MATERIAL SHALL CONFORM TO THE STATE STANDARD PLANS AND SPECIFICATIONS DATED I V) 1�---INSTALL TYPE 90 CONTROLLER IN A TYPE'P* CABINET ON AN 18" PEDESTAL WITH FRONT DOOR JULY, 1992 AND THE SPECIAL PROVISIONS FOR THIS PROJECT. ► I FACING NORTH. 2. LOCATE ALL STRUCTURES PRIOR TO CONSTRUCTION. HAND DIG FOUNDATIONS UNTIL CLEAR OF OBSTRUCTIONS I N M I 2�— INSTALL 120/240 VOLT TYPE III-CF TRAFFIC SIGNAL ELECTRICAL SERVICE. PROVIDE CIRCUIT - COORDINATE POLE INSTALLATION WITH SUBSTRUCTURE OWNERS. PHONE UNDERGROUND SERVICE ALERT AT I _ (800) 422-4133, 48 HOURS PRIOR TO CONSTRUCTION. o BREAKERS FOR SIGNALS (ONE 60 AMP.). SAFETY LIGHTING (TWO 30 AMP.). AND ISNS (ONE 15 AMP.). 3. OBTAIN APPROVAL FOR EXACT EQUIPMENT LOCATION PRIOR TO FINAL PLACEMENT. CENTER LOOPS IN THE N INSTALL TYPE V PHOTOELECTRIC CONTROL IN THE SERVICE EQUIPMENT ENCLOSURE FOR BOTH SAFETY TRAVELED PORTION OF THE LANE. LOOPS SHALL BE 6' X 6' AND 10' BETWEEN FIRST PAIR OF ADJACENT AB z LIGHTING AND IISNS. LOOPS IN THE SAME LANE, UNLESS SHOWN OTHERWISE. LOOPS IN LEFT TURN LANES SHALL BE SPACED tz INSTALL 3" SERVICE CONDUIT WITH PULLROPE. ENTER BOTTOM HANDHOLE AT APPROXIMATLY 2" DEEP. AT 10', 20', 30' CONSECUTIVELY. ALL LOOPS SHALL BE SPLICED IN SERIES. J Z COORDINATE INSTALLATION OF SERVICE CONDUCTORS WITH S.C.E. SERVICE CONDUCTORS FROM S.C.E. SITE ROTATION. Em o PHYSICALLY ADJACENT LOOPS SHALL BE WOUND WITH OPPO Q Z HANDHOLE TO METER TO BE INSTALLED BY S.C.E. 4. NEW PULLBOXES SHALL BE No. 5 AND NEW CONDUIT 2" RIGID METAL, UNLESS SHOWN OTHERWISE. w Ad U O 5. ALL WORK RELATED TO ELECTRIC SERVICE SHALL BE PERFORMED IN CONFORMANCE WITH THE w 0 1-0 REMOVE AND SALVAGE EXISTING STREET LIGHTING ELECTROLIER. REMOVE FOUNDATION TO 12" BELOW GRADE. REQUIREMENTS OF THE SO. CAL EDISON CO. ( .j UI DELIVER TO CITY WELL SITE NO. 9. 6. UTILITY LINE LOCATIONS WERE TAKEN FROM RECORD AND WERE NOT LOCATED IN THE FIELD, UNLESS z 1 j j z- 5 EXISTING 2" CONDUIT. FUTURE INTERCONNECT. OTHERWISE NOTED ON THE PLAN. THE CONTRACTOR IS REFERED TO SECTION 5 OF THE STANDARD j j z� INSTALL 1-6 PR # 19. INTERCONNECT TO CONTROLLER AT HAVEN AVl ON SW CORNER. SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. LLJ - I LL �z USE EXISTING CONDUIT. O 7. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THIS SITE AND SHALL ( , r < N 7 CONSTRUCT WHEELCHAIR RAMP PER CITY OF RANCHO CUCAMONGA STD. 310. (SEE SPECIAL PROVISIONS). N BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM v I -- I N - HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. $�-- CONSTRUCT ADDITIONAL SIDEWALK TO REACH SIGNAL POLES. APPROVED 8. THE CONTRACTOR SHALL RENEW OR REPLACE ANY EXISTING TRAFFIC STRIPING Al PAVEMENT MARKINGS, I I I Z j``' �—INSTALL OPTICOM MODEL 521 OPTICAL DETECTOR WITH PELCO AB 121 POLE CLAMP p CITY OF RANCHO CUCAMONGA WHICH DURING HIS OPERATIONS HAVE BEEN EITHER REMOVED OR THE EFFECTIVENESS OF WHICH HAS BEEN REDUCED MOUNTED ON MAST ARM AS SHOWN. r- RENEWAL OF PAVEMENT STRIPING AND MARKINGS SHALL BE DONE IN CONFORMANCE WITH SECTIONS 84 AND 85 I W Z OF THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS AND THE SPECIAL PROVISIONS. j -� i?= O REVISION A ONLY 9. ALL OBSTRUCTIONS WITHIN THE AREA TO BE IMPROVED ARE TO BE REMOVED OR RELOCATED AT THE DIRECTION ] 930060 < 7 OF THE CITY ENGINEER. UTILITIES ARE TO BE RELOCATED BY THEIR RESPECTIVE OWNERS. THE CONTRACTOR IS Q Q cn z 4 / REFERRED TO SECTION 5 OF THE STANDARD SPECIFICAl10NS FOR PUBLIC WORKS CONSTRUCTION. _ O A�pQR�E�� pFESS/ W TA TRAFFT 1r 2�' 10. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND A BUSINESS LICENSE FROM THE CITY OF ONTARIO AND RANCHO CUCANtONGA. w 0'� N -� ��" S' OPRS• PR/N ���� NEER R E 22397 DATE11. THE CONTRACTOR SHALL OBTAIN A NO-FEE TRAFFIC CONTROL PERMIT TWO WORKING DAYS PRIOR TO THE TIME OFW Z --� U y � � (�' O� C� y P R.G.REVISIONS CONSTRUCTION WITHIN THE PUBLIC RIGHT OF WAY. THE CONTRACTOR IS REFERRED TO SECTION 7-10.3 OF THE STANDARD _ z -� ~ c; F SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. -� O a O O z Dl �31-44 ^� i`' _ A TRA 'IC AND TRANSPORTATION Ei1GINEERING M R16 DESCRIPTION 12, IN CASE OF ACCIDENTS INVOLVING SAFETY MATTERS COVERED BY SECTION 6424 OF THE CALIFORNIA LABOR CODE, w (, U Q ZO * Ili. 46 * w No. 16828 - A UPDATE PLAN 70 CURRE T THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE STATE DIVISION OF INDUSTRIAL SAFETY. j - J CB Z _ z0 < ,� EXP. 6/30/93 880 LANcsDORF DR. SUITE 222 FULLdRTON, CA. 92631 (7f�) 87f-2951 CITY POLICY y 13. AT THE DIRECTION OF THE ENGINEER, THE CONTRACTOR SHALL DELIVER AND UNLOAD ANY SALVAGE AT THE ONTARIO I o O 1 S- 02 �� Z 0) �, 111 �t C1Y1` MUNICIPAL SERVICE CENTER, 1425 SOUTH BON VIEW AVE., OR THE CITY WELL SITE No. 9, ON THE WEST SIDE OF COLUMBIA AVE. NORTH OF DEODAR STREET. N ! OU # Q U_ OF CA`�Ep CA1-\F Z7-9 STON P GLE JR. RCE f 8828 A REVISIONS DESIGNED BY MS/WFj BENCH MARK NO. ___._- ELEV. PSE`'" BY' TRAFFIC SIGNAL PLAN MARK DATE BY APPROVED/RCE NO. DATE 6/90 WILLDAN ASSOCIATES THE , 2 10 C I Y OF Q LOCATION: 12900 CROSSROADS PARKWAY SOUTH FOURTH STREET ONTARIO 1-93 +W�'A DRAWN BY HS INDUSTRY, CA 91746-3499 CONTRACT - f� _ ".�� DATE 6/90 REVIEWED BY o EGISTRATIONI EXP.9DATE5 3 31'_�� - q AND CENTER ACCOUNT CHECKED BY _ moo ,, o - s - -20-92 CENTER AVENUE DATE s p4 ACCEPTED BY ptt E" WESTERN SECTOR DWG. NO. Ts-2 '5 - / HARD D. DEAL RCE 44696 DATE T sheC� of HS\0NT\01327\01327S3\6-12-90