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HomeMy WebLinkAbout1431-S W 17 7 A.PN. 229-011-2$ 7 N � I 17 G n G W ' G G MASJ - Q 17 ? PROPOSED R/W �I�v N� �� W i Jwn/t4`Q14r7 T�iW w• h k _ o 3k ROPOSED C S G -' EXIST. / R — — W \ W J - - - — - - - - - - o- - — �4- - - - - - - - � . _ ,9 - - — -- - — - _ — — 0 x - -- - - 12Mo�Q � 3 _ — � _ — J yV -;' Z y _ �kA CID b y t° I fs• N Pk, e. 8" A.C. BERM � �6 p -- � -- l6 b� PRCPOSE:: a" A. BERM � ' � N � - - N . --- - - - --- - N IZ INTERSE TION SIGNING 4'1 STRIPiN 16 FUTURE C. & G 18 b v 18 N — — — EXIST. C. N PER Cl OF R.C. TRAFFIC SiGNAL INSTALL 'ON PLAN. 14 - \ FUTURE R/W J8 _ — t:jr►sr4u� rzJKt XIS o � T' R/w k a; A.P.N. 229-021-39 ^��� e. ? O v' +t U. DERDSA / NJAS1 qk A.P.N.- 229-021 —31 b W AGGAZZOTT J e N ` ROCHESTER AVENUE NORTH I'i= 401 i 4- t+, tp y M IA 7 � 37 y ! m 17 � � a 17 b Z' 321 a I 11 � a A. o, o. SEE ION T ITE v h Q M N SEE - SITE kk $1 J I SiGNiNG I!! RI NG PL 4. b,� b N M b Q I a; N SIGNING & STRTPiNG AP- 16 M - * t (f_. If AR SED ^ R/W __ __ J -- PROPOSED R/W - -- • -- `� ♦ Ip r PROPOSED C G b PROPOSED C 43 G PROP. C & G "-( _. -- -- -- < J J �9. , toot 25 r` ray' \a 13 — — — — — 9 - - - - - - - - - - - -_- - - - - - - a +Z 4i G , b -,v h ` M tl`IA.C. 1 1—�� — -- -- - . -- PkOPCSED 8" A.C. BERM �� — i - -- — -- -- --- --- --- --- --- �� -- FUTURE C. b G. t Pf,Cf 8' AC BERM -,•-- I - -- �� FUTURE R/W -- - -- -- tc FUTURE R/W �, 8 ./Z ,� IG �' wnsTioei WAW I 4 ®� I IG I EiCiSTfl3y WW fvTcr�CF 6vS j�i,WovT 14 Uj �� � IFITURE D E EEKBi_VI a } � ROCHESTER AVENUE n, Ot o0 ov- t/7�' N I io � , � P1 I f ( I 3- iGto5.99 0"- 51re y at I J Q f r 53 37 ` M PART--A Q � Q Cevts� of ec Jl�.l d5 13? 1.. h ® MoD►H�D STR►Pi� els. ls��s RoG►l. 9'•�7 •9l � -CO"5L2 G 0 eTEt Q ,q/JDL /NFo,2H.tTo,✓ ArJOEO SO. Intel) f SIi kine RP.SV.street IigM by S.C.E. _ _ CITY 0 F RANCHO C U C A M 0 N G A se not11W``III ..on snee�1. A.P.N. 22 9 021 54 O IntellOW"l $Lgenr,".PSV street light by S.C.E. DOWNEY A.P N. 22-9-021-44 A.P.N. 229-02J -4J 7O. Intall 33,1111 lou en H.P.SVstreet light by S.C.E. STEWART see note on snee� 1. � STE 1ryAR T 14 Ilistifl striping to rl�a'il. O Intall 1' solid rlits stripe. iraz R.e. s-lo. � op �. SIGNING & STRIPING PLAN 14 aistinq striping to be refored O Isstall double Telloe stripes per City of hm�o ' 17 ?fraisd and Intall 136 (lo Parting) fig( el pest or NnQed. ROCHESTER AVE. 1 Cfeafoaga Standard H. 407. 3© Intall signing end striping per City of Isnch Cacanonlga M. 10. W. $ETW�EU _14I j=,F_k W'1` 1� •T'-�-TI-11Lt_ .boL1Lr_VAFA, 10 Install 12' (bite strip!! for exosavalk per City of finch 11 hnisb and intall 124(S) (ft Stopping) sign Of post. 25 Intall 4' solid (lite stripe. Phe tee. STD. VWej. ,.10.40? EXustsT EvrE u,-Arc SAALL ugo "AW- MAtzl Ve- Gcafongs Standard and traffic Signal ?lifts. APPROVED BY: �)I DATE� '�I p1f hint 1 as f1M. (� ►nsf,all V' 561�d Yellow Dib nal ZO O.C. ���`"���-A " � � 11 Install 'tvo-vt lett tarn laze strip" Cit of hllclo �'''�--,' ` "=; CITY ENGINEER --4r - j _�' R.C.E. No.��� v It"-"I y 20 hraifl! and Intall 1-11 fig( 011 post. Z� Furnish Install 2 2G6 a110 SfopY-Ing Neje fo Corner" ���t<` 'y'� DES'GN DERRISH, GUERRA & ASSOCIATES, Inc. RECOMMENDED O Cieafonga Standard 10. 407. CiVIL ENGINEERS 21 hraifl and isrtall 1-1 fill (34' 1 34') A post. (` (4331 UTiCA AVENUE SUITE 150 12 Iaftall 'lrokel obit! !sae line per City of Rfacbo Cocs>tongs Existing traffic stripes and markings that do not Conform to the 1 1' 9 DRAWN R. C., CA 91730 (714)987-4306 DRAW NG N0. Standard 10. 407. 22 Maid and intell 1-74 signen % 11 per• plans shall be removed by wet sandblasting. .; � „t\ V i "� j�� Xck,* t<< CHECKED SHEET 13 Intall 13' solid mite (tripe. 21 Intall 1' 1 3' striping per OLTIAIS Detail 37. 1107'15: All signing and striping (not found in City of Rancho F 0 "kt\j� ' D iel'E. a 11 Install 'directional pa.enent arrov' per CILTIAIS Specifications. Cucamonga Standards) per CALTRANS Standards. I~�'4�„i„r;/off� R.C.E. o.29224 Exp.Date i Date —DF IO `)cY-�- price-� i►1a. �_© OF V a ARROW ROUTE ,JACV.- SEQUY DTZ. SEE 9MT. 10 OF $0 v ; t *Ao d sem' d " $� r� � ' ` SEE ON- ITE SIGN- i: NVG ANP TR I PI N G ROCHESTER AVENUE � �, ., " .I v 4 I /C. I // 0 M b � ,h I 11 '� /8 �leG ' jfl0, I //" v�" ry"I /j' A.P.N. 229 - 011-23 AGGAZZOTTI / A.PN.� 229-OJ1-J8 COOKE * M + I lie TritF ws .FirictovT' 27 DICARL) 0 8 art EXISTING R/W h ID Q�P� P¢opbs�o C/w ], PROPOSED C 8 G 1ST: R/W Z 01 1E,0 — - - f' jv - - - -- - - - - - - - - - - - - - - - - - - - - � �y Remove Ex. �. 9 ., ��li d n �i Z 9 j• -rte ��( G dr 9 i o� 8 ' 8 r� ' W 67 I� `N /� B y LOQ` I N ^ U) \ Q u0 oo ` 4, .\ 90 f�A,Js. _ti `� - C7 ` r PROP. 8." A.C. BERM PROi'. r" BERM J J EX15TtWGj V-1W /8 �BAc� �' EXISTING R/W /� --- FUTURE C. 8 G. .z r 'w 2353.3 6c. 3 2 •C �,,=' -- _ `. PerSt• 4�as 4'ToMa Arm ' v -- t,J -- -- ^ -- --� --- FUTURE R/W --- --- � �►� vO �' Q 8 PROP R/W. iv 1� 4 !$ a '�S Ot 00.*VA6eA1&S7`II , ile v �°J a vry v_ _aus TvC0VV7 N ( t ' 7f 7 S A ,to W Tl�. I i/ a•7 R ,e WORTH I OF 100II I �, A ,a>.�a■.F � = - -� - — I I' 1 = 4 0 A P N 2?9- 0 21 -3 4 /o' /I' /8' iY' //' /S' V t1 PN 9 0�1-- 211' l - o f Zr Y I' T 0[va I ti h Zo II 3 24 Removes x• /(v u Z � I S n V a !id YVhI � a ~ ' ~ W � � aW N I) V �V y ARROW ROUTE W - I kt ��••``� - 5AN easy. 5OLID WtTE REr�avE ao'± a"SOLID pC M tA!,KE 4•, WHITE '5ROKEQ& WHMI sr�it� Ill SEE BELOW }_� 'i 41 Wv, d d ch �� NOTE : � -I" N ROCHESTER ,, AVENUE us ASt.Ep 'orz T/.Is�.7r29(IG'TEGD WI;TAI ILIN PJ-'� SED u N 12 7� ►�7 7 2 �aclsT. �� W ITS EvaSrlsEE--sr�c c v �' Po � // 9 12 01Z P_X•IST'II.IG 5Mr=F_T' 1zt6uT OF WAY 3 v t I t i!3 ` P1�4 + L '� �� �► ^ © �� W57 N 7 -- --�—�— -- �- — — �. - �N — — _�>eX'fT fort Tx4nrs_4= I EE s 9 ?0 S SHEET OF t ROCHESTE AV NU 2 3 M 5 AAP.N• 229-01J-23 G 7 AGGAZZOTTJ /DJCARLO • n t +t l8 6' / u ( � Ik PROPOSED ULTIMAI� *1W 110 - -- -- - - -� - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — - - — — - - - - - - - - - - - - - - - - - - - - -- - - - * m AfoZt ti = UP M — — — — — — — — — — — — — — — — — — — — — — — — — — — — N1— — — — .._ —Y 1 —�~ — +► —.—� -- _— —F f•; rJ TS® n —,O y� - — it ® EXISTING R/W 1 EXISTING R18S To REMAIN Q(to a o ® n � � � / 7* 7I.9f A,t,Co K R7'Jt. � � �I c• B I IL 960 ARROW ROUTE o ROCHESTER AVENUE -� SEE SHEET 9 OF 10 • A.P.N. 229—011-24 �! M SANTE FE LAND CO. } o 1 . I 17 q v, -r � r SEE CN-SlTr St NIN G ti ' to /! AXRo9 oC77. M IN S"RIPING PL S V' !� e► '� 4 i % i o I, PR POSED ULTIMATE R/W fvTv.CE c 4 � Z w W -rA Mt /e► A ios /N l!o – -- — , — —N - -- - /S 8 J� [ IS taJ � z9EXI TING R/W - - — M In In . H � � h M • CO,c/ST,CuGT/oN KOTFS � „ p � ,,. r 1 Install 1' solid roto 0 WIPQ- °pe. �e ¢.e. �,b 17YtlGI. ►ae. d-01. � O! Install -66le yellow • stripes per City of hkcto I CocavoM Standard 110. 417. ' ®?-r+Stall Sfi'ee /,t ht5 w re ocatc a $ �+r�q si for Zr,93- •-Rev. u.w C►'+ O 1/ Install 12' Mite stripe: for Ix0laralt per City of Ral�cto � DA h 0 Caca"ftga Standard and Traffic Signal Plans. ® �� 17 install Ri d amf (Io tartilq) 1111 at pest of ItndM:on 3"fiY•cc� Z.g(tt S`t2ncfie� • 11 Install 'tre-ray left tm lawe stripes Cit of hwha Q ed-a-►� OFF- 0^1r qv •swr� -fa- RAI-fa- RAI ,�.�l�sQ• /7.4 O Cvcaronga Standard 10. 407. T1 City hel 11 nitot 8W install Iie(S) (Io Stopping) 1191 on post OR BANDED.on s{r=4 Lght s•andan install !2a K1,de ss,t.d Yehw� Dlag�,nal , 20' a-C. a li Install "Re„ dile lase like pet City of hw h CKINNqa if hilt Ialend a Yore. � F�n,sh k Install V& ISrt Uo 5}0rrw-n ,�� � Cerner CITY OF RANCHO C U C A M 0 N G A Standard K. 407, it hraist aminstall 2-11, 1191 01 post. Furnish k 1ftsta)) r-tl on Fact. 13 Install 12' solid dile stripe. it hnld ale install 2-1 sill (lis 1 lf') oa put. A19 14elocafe exist• Kzb(s) "No StoF a9,d -4 ryme• SIGNING t STRIPING PLAN 1/ Install adireetiml "veseet KTw per C1LT>t11S Specificatim. Sir +o s+reet )i th+ s+anet"d r moue sly+ pas+. O ri heist and install 11-74 sill 01 past. ARROW ROUTE iS 1:lstiwq stripisl to renin. FROM INTERSECTION AT ROCHESTER AVE. 23 Install 1' : 3' stripiq per gLlI1111S Wall 37. •� 14 histinq striptal to be resorts TO 11486 WEST ERLY p� i4 Install slptlq and stripivq per City of hwcto Cwcnnwga S". N. 4%. iS Install 1' solid lite stripe. Asf' Rt.wins• APPROVED BY: t>� DATE Q �� Q _ �� CITY ENGINEER R.C.E. No. �© �Kkj. 11A. 40'1 EYZS'F�' Ea►E LAlES SN4U N0S %4ME MAZY-gee. �l �` _. � R Rf COMMENDED ```�`'1����� F !r�,r y DESIGN DERBISH, GUERRA & ASSOCIATES, Inc. OS Install 11,511111 lis en H.PS.V.Style! light by S.C.E. CIVIL ENGINEERS see no on s�ieet i. O �4'N. i Install 14,Ni Lumen H.PS V street light by S.C.E. �� No 19114 ' /331 UTICA AVENUE SUITE 130 see note on sheet 1. - O7 Install 22,N0 Lumen tiPSV streetlight by S.C,E. Existing traffic stripes and markings that do not contorts to tha � DRawN DRaw NG No. see note on sheet I. plans shall be removed by Wet sandblasting. R. c., CA 91730 (714)98T-430 1p v q 2v (NOTE: 1111 signing and striping (not found in City of Rancho s+E CE cot� 1,,� CHECKE[• Dan41"P4GUqFra jS`' `•.+ Cucamonga Standards) per CALTRaNS Standards. R.C.E.No.29224 Exp.Date Date 4 OF *4veT No 3 zi� f GENERAL NOTES GENERAL NOTES (CONT.) --i 1 . TRAFFIC SIGNAL AND HIGHWAY SAFETY LIGHTING SYSTEMS PER CALTRANS STANDARD PLANS 6. LOOP DETECTORS SHALL BE 6 FOOT BY 6 FOOT, EXCEPT AS NOTED. CENTER LOOPS IN THE AND STANDARD SPECIFICATIONS DATED JANUARY, 1988, AS SHOWN ON THE PLANS AND IN TRAVELED PORTION OF THE LANE, EXCEPT AS SHOWN. ° THE SPECIAL PROVISIONS. CASE__ 1 7. VEHICLE INDICATIONS SHALL BE 12", PULLBOXES No. 5 AND CONDUIT 2" RIGID METAL SECTION "Fl CAB. OF DOUBLE YELLOW LINE 2. TRAFFIC SIGNS, STRIPES, MARKERS AND LEGENDS PER CALTRANS TRAFFIC SIGN SPECIFI - EXCEPT AS SHOWN. CATIONS TRAFFIC MANUAL„ MAINTENANCE MANUAL,_ AND STANDARD SPECIFICATIONS. CONFORM OR MEDIAN CURB FACE PAVEMENT LEGENDS TO C!lY S iENCILS. REF LECTORIZE ALL SIGNS, STRIPES AND LEGENDS. 8. ELECTRICAL SERVICES SHALL BE 120/240 VOLT. PROVIDE CIRCUIT BREAKERS FOR SIGNALS ONE 50 AM ILLUMINATED SIGNS (ONE 15 AMP), AND SAFETY LIGHTING ONE 30 AMP PER S I 'A A-r, -- - - - - Cq £ - } LEFT TURN LANE `�' 3. PAINTING PROCEDURES FOR STRIPING PER STANDARD SPECIFICATIONS FOR PUBLIC 1200 WATTSPORI PORTION THEREOF). COORDINATE SERVICE DETAILS AND SCHEDULING WELL SIDEWALK ' 30' 15' WORKS CONSTRUCTION, 1988 EDITION. IN ADVANCE OF NEED. SEE SERVICE WIRING DETAIL HEREON. 10' - o FLAN SECTION V) 4. LOCATE ALL SUBSTRUCTURES PRIOR TO CONSTRUCTION. HAND DIG FOUNDATIONS UNTIL 9. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL o CLEAR OF OBSTRUCTIONS. COORDINATE POLE INSTALLATIONS WITH OVERHEAD UTILITY OR BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED C8-WHITE TURNING LANE LINE 3 SUBSTRUCTURE OWNERS. PHONE UNDERGROUND SERVICE ALERT AND CONCERNED UTILITY FOR THE INTENDED OPERATION. w COMPANIES, 48 HOURS PRIOR TO CONSTRUCTION. LOCATION OF UTILITIES AND SUB- STRUCTURES HAVE BEEN SHOWN FROM A SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR UTILITY COMPANIES PHONE NUMB 2' SHALL CONDUCT HIS OPERATION IN SUCH A MANNER AS TO PROTECT NOT ONLY THE UTILITIES AND SUBSTRUCTURES SHOWN, BUT OTHER UTILITIES OR SUBSTRUCTURES THAT SOUTHERN CALIFORNIA EDISON CO. 10' iv C) ARE NOT SHOWN ON THESE PLANS. (CONTACT MIKE BEARD) 714) 947-8227 q ' SOUTHERN CALIFORNIA GAS CO. 800) 422-4133 CASE 2 5. OBTAIN APPROVAL FOR EXACT EQUIPMENT CROSSWALK AND LIMIT LINE LOCATIONS PRIOR GENERAL TELEPHONE CO. •800 422-4133 SECTIONCAB ID TO FINAL PLACEMENT. PERFORM PRELIMINARY STRIPING LAYOUT PRIOR TO LOOP DETECTOR PACTEL (800) 422-4133 — 4" LANE LINE T LAYOUT. CUCAMONGA COUNTY WATER DISTRICT (714) 987-2591 K THRU LANE w UNDERGROUNDASEDRVICEEALERT (800) 422-4133 SIDEWALK ' 10' PLAN SECTION cr_ � o 4' LINE OR 8" ;� _j O TURNING LANE LINE 3 Lj CURB � EXIST. C & G - THRU OR RIGHT 10' o E.C.R. — --�-- -- TURN LANE C° ti CASE 3 2' 3" (V v7 O 1� » 11 S T C) SECTION CAB tD `t 1 1�- �Lj '2S DEWALK I 11-� Q j 8 U C — 6 �C --� TOP OF CURB FACE >> - . f .I B" _Il B" 4 •J { 01 L_ ----- ---- - -- ---- ---- - ------ --- o PLAN SECTION U m TYPE " P" CABINET FOUNDATION AND LOOP DETECTOR PLACEMENT POLE LOCATION CODE I. I.S.N.S. LEGEND DETAIL REFER 10 PLAN FOR DISTANCE (EXACT LOCA,iON BY ENGINEER IN THE FIELD) TO ADVANCE DETECTORS PE:.,1 PLANS FOR THE. CONSTRUCTION OE � TRAFFIC SIGNALS AND SAFETY LIGHTING NOTICE To 12c v sEPvIcE UTILITIES SHOWN ON THE PLAN ARE BASED ON AVAILABLE RECORDS. IT SHALL BE THE CONTRACTOR'S (2 #12) ON SOLE RESPONSIBILITY TO VERIFY ALL EXISTING UTILITIES BY CONTACTING UTILITY COMPANIES, AND TO EXERCISE EXTREME CARE TO AVOID DAMAGING EXISTING UTILITIES DURING EXCAVATION. To I.I.S.N.S. (2 #12) 48 HOURS PRIOR TO BEGINNING CONSTRUCTION CONTACT USA (UNDERGROUND SERVICE ALERT) AT 1 -800-422-4133. TEST SWITCH I ROCHESTER AVENUE I � ------- AT-- -- ---J`` CONTACTOR PART--A TYPE !II PHOTOELECTRIC ARROW ROUTE CO'y �� QRo�>=sslo 91o990 FOR REVISION ONLY JACK BENNY DRJ DAY CREEK BL . �o S. PRINc WT0 NEON P�INGI� & ksocam s. �� P STADIUM PARKWAY z A TRAMC � � F ►�°x �M TG No. 16828 rn 125 AMP METER P.E.U. 1a1 Fri 880 LANCSDORY DR. SMTS 222 FULLERTON, CA. 92631 (714) 871-2911 SAFE--y SOCKET aG EXP. 6/30/93 Q' F' C4." rrsrm S. PP"CLE' .m RC3 188.08 LLtTa r-- SOCKET VICINITY MAP �r _ TEST BLOCKS SHEET INDEX REMOVE-NO • o REV EAST SIDE E.P. , POLES, CONDUITS ETC W g� CONNECTION Q 11 CONNECT W Y I No. REVISION APPR. DATE CONNECT i � 1. Title Sheet 0 O I 2. TRAFFIC SIGNAL PLAN ROCHESTER/,aACK BENNY/DAY CREEK CITY OF RANCHO CUCAMONGA FOOTHILL BLVD. 3. TRAFFIC SIGNAL PLAN ROCHESTER/ARROW ROUTE REMOVE_NO TITLE SHEET CONNECTION 30 AM k I NTS 4. TRAFFIC SIGNAL PLAN ROCHESTER/STADIUM PARKWAY 50 AMP. Q SNS NO z SPORTS PARK A � E ¢ N B E O S AWP. I/O EQUIP. UNMETERED ( SITE N �, 5 z N Q- R GROUND w S G TRAFFIC SIGNALS I/O SERV. Y �� 15 GROUND _j I NO Off` J T E _ AFPROAU E3Y DATE �_�_ T I.C.N. ,0 TRAFFIC I ARROW S ROUTE 0 .. S TO - _ PHOTO ELECT. SIGNAL CONTROLLER LUMINAIRES _._ .� � � 21817 • C?Y ENGINEER R.C.E. NO ����`= Robert Kahn John Kain ' CONTROL _�O � f � _ .ter 0 T 44 & Associates, Inc. DESC-N RE CQ.VVE NDC 0 SERVICE WIRING Q° by 7 RK =PROJECT LOCATION W Transportation Planning 0 Traffic/Acoustical Engineenng �- — 0Prepared under the Su envision of DRAWNN0. 20285P EXP. 9/30/93 FGT OF 4 � �. � — I � `.•�— Date _� a q CIV ROBERT KAHN R.C.E. No. 20285 Exp. 9/30/93 CHECKED DRAWING NO. � 4101 Birch St. Suite 100 Newport Beach, CA 92660 RK (714) 474-0809 •+• FAX (714) 474-0902 may' .w COKnUCTOR SCW-RULE AWG CIRCUIT 1 AAJA 5 SENSOR SCHEDULE PHASE DIAGRAM CONSTRUCTION NOTESi 06 (FUT.01) - 3 - - 6 SENSOR UNIT CHANNEL DETECTOR O FURNISH AND INSTALL 8 PHASE (TO OPERATE 4 PHASE) NEMA TYPE "90" - 3 3 6 R _ CONTROLLER ASSEMBLY WITH DETECTOR SENSORS, AUXILIARY EQUIPMENT 02 - 1 1 1 -S-1 FUT. IN A TYPE "P" CABINET (SEE SPECIAL PROVISIONS), EXACT LOCATION TO BE DETERMINED BY ENGINEER (SEE SPECIAL PROVISIONS). 0 3 3 3 3 3 6 2 2-S-6 0 1 �— 04 FUTURE - 3 3 3 6 Y FUTURE 0 2 0 3 0 4 O FURNISH AND INSTALL TYPE III BF SERVICE WITH ONE 50A-1P CIRCUIT 1 2-N-5 FUT. BREAKER FOR METERED SIGNALS, TWO 30A-1P CIRCUIT BREAKER FOR 02 (FUT05) 3 3 3 3 6 # 2 2-S-1 FUT. 12" —Wilill- ILLUMINATED SIGNS,UNVETERED GS ENDSPOEC NE AL1 PROVISIONS.UIT BREAKER FOR METERED 06 3 3 - - 3 G - 3 1 1 -N-5 FUT. 0 5 0 6 O3 FURNISH AND INSTALL R34 2. 2 2-N-2 FUTURE FUTURE PED. - O FURNISH AND INSTALL R61 -26. 02P - - 2 2 2 # 4 1 1-N-2 O INTERCEPT SCE HANDHOLE FOR SERVICE. 2 3-N-2 04P - 2 - 2 46O FURNISH AND INSTALL TYPE II PEDESTRIAN BARRICADE AND R96 (2 EACH.) 1 1-S-6 DETAIL : PER DETAIL ES-5F. (WIDTH=12') #14 06P FUTURE 2 2 - - 2 # 5 O7 2 1 -W-3 FURNISH AND INSTALL OPTICOM DETECTORS ON TOP OF M.A.S. MOUNT. 1 2-W-3 02PP8 - - 1 2 2 # 6 2 _ 04PPB - 1 - - 2 1 2-E-4 UT. NOTICE 06PPB FUTURE 1 2 - - 2 # 7 2 3-E-4 FUT. UTILITIES SHOWN ON THE PLAN ARE BASED ON AVAILABLE RECORDS. IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO VERIFY ALL EXISTING UTILITIES BY CONTACTING UTILITY COMPANIES, 1 1-E-4 FUT. AND TO EXERCISE EXTREME CARE TO AVOID DAMAGING EXISTING UTILITIES DURING EXCAVATION. PPB COMMON 1 1 1 1 2 # 8 2 SPARE 48 HOURS PRIOR TO BEGINNING CONSTRUCTION CONTACT USA (UNDERGROUND SERVICE ALERT) AT 1 -800-422-4133. SPARES 3 3 3 3 6 NANCE�.EME 1 1-E-SYS FUT. S1Gt,AL MAINTE TOTAL 16 26 19 22 55 # 9 10 2'C, I�C Wp,Y PRpP�SE� 115 SSAD�UMEEt Np,4 2 1-S-SYS SEE SN 1 /FUTURE) _ _ 1 OPTICOM 1 +6 -3r_W-3 0 U ARE) 2 2 2 -W ' . 'o # 2 OPTICOM 5+2 _ -3 ` 5:t'� - c° 02 3 & 1 OPTICOM 3 ' -11 _ -- AVE C 1D TYPE ..Cn 03 - - 3 3 3 � � � • �. • _ "'_..__._. ..._._.. _.._.__._ ,_ ' � ply 100 PDr-gpX -m5 IN pUtLepX . 2., LC � # 2 OPTICOM 4 DLC _ . _.on ��'�> CCPB`E 1N Cp1L 04 (FUTURE) - 3 - - 3 . :.._- DL i LC-C' LvGP L -AT ONS SHAD BE APPROVED �_. 05 (FUTURE) - - - - 2 BY ENGINEER IN FIELD PRIOR TO INSTALLATION. SCAt-E' ' �: O 4 4 ALL DETECTOR UNITS SHALL BE RACK MOUNTED. �0 #6 5 C' gEp R W 3 O 5 8 PFtdPO ` 06 1 1 1 1 2 DUAL CHANNEL, DUAL OUTPUT PER CHANNEL 6 1 2# SYSTEM - 1 1 1 2 TO WITH INTEGRAL COLORGATED EXTENSION AND DELAY CAPABILITY. OUTPUT 'A' SHALL BE TIMED. 6 10 OUTPUT 'B' SHALL BE PRESENCE MODE FOR TOTAL 3 7 5 5 17 � v SYSTEM SAMPLING ONLY. 4P SIGNAL COMMON 1 1 1 1 2 �C 262 DISCRIMINATOR O �2P - S2 .N B #10 LUMINAIRE 2 2 2 2 - ` 40t-C & pL 6 F 'SON Z 2 �' 3# _ .. TOTAL 3 3 3 3 2 D3 ! ENDS Fp1. T 01) 6 PR-#22'- INTERCONNECT CABLE - - 1 1 2 fUTt1R APE (F� 110 N ;.. S1R�p1NG PAN FOR R.P-M 2 5NS 2 2 2 2 - ZO ARROW ROUjE RCpNNECt CAg�E CABLE 0�'TICOM 1 2 1 2 4 2'C. I�C 10' � SO �- - PR ___.. -_ _.ww. - c0 CONujIT SicE (INC"' 2 12.512.5' 3- 12-S � � _. _- -:::. __ - � ( - 0 � O 1+6-- __.. _ 6 PAR « A4N 3 RSA r't µ E FU �T.�1G- T 7 0 Ep. _._ _ 'a• E -N 03 r R - _.... _..__- ._ RW � -_--- �' SE �,,��1 _ -� - _ - NG� TURF T1NG f, THIS. •N ��:. �4 - X1S! Pv RW o - _ - -- B A E E � ti :4. 3 N p U 6 _ E-SYS _- • 0 O 03 4 - _ IL 2-E- _ .. �� _ 06 4 -26 Cp 6 37+81.9 PT X - 1 tD N 0 37+09.9 ROCHESTER AVE 1 31 TI G 2 t 0 ' PART-A 4'i FUS 4 , _ - > r -- ,. --- - N2 - �. e _-- Ful. Nos P REVISED EAST SIDE E.P., POLES, CONDUITS, ETC. D L i r r FUTURE j l _ F; t DESCRIPTION OF REVISION DATE CITY APPROVED Vol. CITY OF RANCHO C U C A III O N G A -- a `� FUT• 1-E- � POLE SCHEDULE t ; � ; TRAFFIC SIGNAL PLAN S T A N D A R D I.I.S.N.S. SIGNAL MOUNTING PPB R E M A R K S NO. TYPE HEIGHT SIG.M.A. LUM.M.A. LUMINAIRE PED LOC PHASE �uR�� ROCHESTER A & LEGEND MA VEH E CFS 17-3-80 30' 15� 81 200 HPSV <- Jack BennyDr MAS SV-2-UM SP-1 -CS S 4 INSTALL HORIZ. SIGN A.RM ` PER SPECIAL PROVISIONS FOR REVISION 2 ONLY JACK BENNY DR./ DAY CREEK BLVD. 26-4-80 30' 35' 0 15' 200 HPSV Rochester84M MAS SV-3-TB - - - 0 FUT. 45' MAST ARM 26-4-80 30' 25' 15' 200 HPSV Jack Benny Dr -� MAS SV-1-UM SP-1 -CS FUT. 45' MAST ARM WESTON 1 �pFESS1 - - APPROVED BY: DA1 L 11-°�- °�-o - - . IISNS ARROW POINTS EAST � �� � � P - - __ __ .__M �� S pRINc'9� QPpfESSIONq� Robert Kahn, John Kain CITY ENGINEER R.C.E. NO.2181?RI�GI� jj o o (4) 15 30' - 12' 200 HPSV - - SV-1-UM - E 2 FUT. SV-2-UM P 7 �F FZ Q� RT F F �� � .` � ,��, �� K,q yc� & A880C18t88, Inc. DESIGN: RECOMMENDED: c� INSTALL H 0 R I Z. SIGN ARM A TRAFFIC AND TRANSPORTATION KNGMUING v, o ti e 19-3-80 30' 35' FUT. 12' 200 HPSV Rochester - - SP-1 -CS E 2 PER SPECIAL PROVISIONS - ------ - - '" 3 Z W Q y T Transportation Plonning Traffic/Acoustical Engineering RK rn 680 LANCSDORF DR. SUITE 222 FULLERTON, CA. 92631 (714) 871-2931 C7 No. 16828 m -r U 15 30' - 15' 200 HPSV - - SV-2-UM SP-1 -CS S 4 EXP. 6/30/93 N0. 20285 Prepared under the Supervision of DRAWN: ET: J'>, ti� * D(P. 9/30/93 * �`_t�•� — Date I LI y`� FGT 2 OF N 9�' sl CIV1l �p ROBERT KAHN R.C.E. No. 20285 Exp. 9 30 93 WESTON S. P C JR RCS 16828 ArE � OF CAI- qlf jr CAIIF�Pa 4101 Birch St. Suite 100 Newport Beach, CA 92660 CHECKED: DRAWING NO.: � - (714) 474-0809 *•* FAX (714) 474-0902 RK Lf 3/-S I' V �5 hee72�L 57 o4� 273 CONDUCTOR SCH117DULE AWG CIRCUIT 1 2 3 4 5 6 8 9 SENSOR SCHEDULE PHASE DIAGRAM 0R CONSTRUCTION NOTES 01 3 3 3 3 3 3 3 3 6 02 3 3 3 - - - - 3 s SENSOR UNIT CHANNEL DETECTOR �_; 0 ox �3 - _ _ - - _ 1 -W-1 L � �_ 1 FURNISH AND INSTALL 8 PHASE (TYPE 90, 8 PHASE, 2 OVERLAP) 3 3 3 2 3-W-1 1 " Ci + CONTROLER ,ASSMBLY, DETECTOR SENSORS, AUXILIARY EQUIPMENT 04 - - 3 - - 3 3 3 6 2 0 1 6 2 0 3 6 4 IN A TYPE P" CABINET (SEE SPECIAL PROVISIONS), EXACT LOCATION 05 - - - - - - 3 3 3 1 2-W-1 TO BE DETERMINED BY TRAFFIC ENGINEER (SEE SPECIAL PROVISIONS). 2 2-W-6 O 06 - - - 3 3 3 3 3 3 O.L.L, I � _ 2 FURNISH AND INSTALL TYPE III BF SERVICE WITH ONE 50A-1 P CIRCUIT Y. i O BREAKER FOR METERED SIGNALS TWO 30A-1 P CIRCUIT BREAKERS FOR 07 - - - - 3 3 3 3 3 Z 1 1 -W-6 -� ; ARE UNMETERED LIGHTING, AND ONE 15A-1 P CIRCUIT BREAKER FOR METERED •J 0 5 6 6 0 7 0 8 ILLUMINATED SIGNS 2 1 -E-2 08 - 3 3 - 3 3 3 3 6 DETAIL �� B"* O FURNISH AND INSTALL 5 SECTION INDICATION PER DETAIL "B" 1 1 -E-5 04P - 2 2 _ - 2 4 *BLANK OUT FUTURE 4 FURNISH AND INSTALL R7 - 4 2 3-E-5 � S LL 3 6 4P 2 2 2 2 4 ARROW SECTIONS O S #14 06P - - - 2 2 2 2 2 2 # 5 2-E-5 350, 61, FURNISH AND INSTALL OPTICOM DETECTOR ON MAS MOUNT 08P - 2 2 - 2 2 2 2 4 2-E-2 UNE 02PPB - 1 2 - - - - - 2 6 36 04PPB - - - - - - 1 2 2 2 3-N-4 `• 1 1 -S-3 1� 50' 115. . 2„C' 3#8 12 C. 0 06PPB - - - - 1 2 2 2 2 7 E 3 , C 2 3-S-3 0 8 P P B - 1 1 1 1 1 1 1 2 _. ,.«� O Osvo 5 1 P 0.L.A.02+7 2 2 2 - - - - 2 4 8 2-S-3 2 2-S-8 ?; .1. 12 r 2#8 NECK CPB O.L.B.01 +4 - - 2 - - 2 2 2 4 ,,Z 2 C, 1NZERC°N � 1 `: ,, ,Zo `C & 9 1 �3 1 CPRE: 2 C,1D PPB COMMON - 1 1 1 1 1 1 1 2 1 -N-7 2 1 SPARES 3 3 3 3 3 3 3 3 6 3 N 7 , . It 1 _ TOTAL 11 24 32113122 30 34 42 74 10 9 10 1 2-N-7 # 2 2-N-4 SE v� E - U'T. O 0-C, 0 plW#12 I.S.N.S. - 2 2 2 2 2 2 2 - p01N W_ #6 EG C, 0pO5E _ 1 1 —N-4 f t p 3 3 2 3 3 3 # 2 1 -S-8 02 3 3 3 - - - - - 3 2, C 1DVC 2 #6 ` 1 t 2 03 - - - _ OPTICOM 1 +6 1 1 p 3 3 3 3 � t ` _ DLC 04 - - 3 - - - - - 3 2 OPTICOM 2+5 06 2°, 07 ` Zk 0 O�8 `• _ ,� TYPE "C” i p1� �4 � t. �� 05 _ _ _ _ _ 1 OPTICOM 3+8 F v�` Z N 3 3 3 3 1 2 OPT ICOM 4+7 '] y E 3 �3 ? O 0 1t 06 2 2 2 DETECIOR LOOP LOCA"iONS Sr-ALL BE APPROVED 07 BY ENGINEER IN FIELD PRIOR TO INSTALLATION. Z ; 'N ALL DETECTOR UNITS SHALL BE RACK MOUNTED. 08 - 3 3 3 3 3 DUAL CHANNEL, DUAL OUTPUT PER CHANNEL WITH INTEGRAL COLORGATED EXTENSION AND 0 TOTAL 6 6 12 - 6 6 11 11 23 DELAY CAPABILITY. OUTPUT 'A' SHALL BE TIMED. o _ j - z OUTPUT 'B' SHALL BE PRESENCE MODE FOR �- N SIGNAL COMMON 1 1 1 1 1 1 1 1 2 S64p SYSTEM SAMPLING ONLY. 4A- 10 I _ �C 262 DISCRIMINATOR NNzl"AE PA 10 CIA # LUMINAIRE 2 2 2 2 2 2 2 2 Sri _ - t � RR "N N EP • K � G TOTAL 3 3 3 3 3 3 3 3 2 ti - . . ... S E 5S ?p1N'0 X1ST1 6 PR-#22* N E RCONNEC CABLE O • CABLE OPTICOM - 1 1 1 1 2 2 3 4 ~- '" �_ "' + ' s 4 - ~ CONDUIT SIZE (INCH) 2" 2.5 3" Y 2.5 .5" 3" 3" 2-�' r:-'", 'dY _ -- • • z L[_ N i r"., _.N. t ,,..a. t' s U, p to S a �— . - k L \ �-" -- FOR REVISION 0 ONLY ESSI 2- 4 — oPOSE P PREU & PaN P 6 ♦ 'lRm = TBAMRTLIMN axwmn y 680 L4NGSDORP DR. SUITE 228 ?VLLM"N, CL M31 (914) 691—ZOS1 C9 s : „ 5 8 6p 6 2°' �� -- -- Na 16828 ren �-� 1 Ld EXP. 6/30/93 #6 1ESTON S. P Mr reas6 � 7 OF CA& 3? ,200 �, •'E �- :`�' NOTICE UTILITIES SHOWN ON THE PLAN ARE BASED ON AVAILABLE RECORDS. IT SHALL BE THE CONTRACTOR'S a - P SOLE RESPONSIBILITY TO VERIFY ALL EXISTING UTILITIES BY CONTACTING UTILITY COMPANIES, AND TO EXERCISE EXTREME CARE TO AVOID DAMAGING EXISTING UTILITIES DURING EXCAVATION. 48 HOURS PRIOR TO BEGINNING CONSTRUCTION CONTACT USA (UNDERGROUND SERVICE ALERT) AT 1-800-422-4133. PART A f 2„C,10�-C ?Iva �� �i' , ,1c� i 16 po p E p' 2 REVISED E.P. N/S ARROW RTE.,E/S ROCHESTER, a 1 < 11 ? PRO ODIFIED LEFT TURN LANES E/B 8€ S/B 7�� 13 , t ! DESCRIPTION OF REVISION DATE CITY 50' APPROVED P O L E SCHEDULE ; CITY OF RANCHO CUCAMONGA S T A N D A R D I.I.S.N.S. SIGNAL MOUNTING PPB 3 9 �/2 NO. TYPE HEIGHT SIG.M.A. LUM.M.A. LUMINAIRE LEGEND M VEH PED PHASE LOC R E M A R K S �4' L? 12 t ,,S` TRAFFIC SIGNAL PLAN A U 29-5-80 30' 55' 15' 200 HPSV Arrow „ 3 MAS SV-1-UM - 2 S ROCHESTER A8c �/ 1-A 7' - - - - - - TP-2-T 8 2 E N - '; i 'i t t ARROW ROUTE U 15 30' - 15' 200 HPSV - - SV-2-T - 8 W - 4 (4� 26-4-80 30' 40' 15' 200 HPSV Rochester AVE 2 MAS SV-1-UM SP-1-CS 8 W - ` t t �t i --_ __. - - - -- -- -- APPROVED BY: DATE: 0-30-OBD U 15 30' - 15' 200 HPSV - - SV-2-UM SP-1-CS s N �oQPpFEsslptig(F Robert Kahn, John Kain CITY ENGINEER a R.C.E. N0.21131' U 26-4-80 30' 40' 15' 200 HPSV Arrow ,ROUTE,wo 2 MAS SV-1-Um SP-1-CS 6 N - ~�Q oO�RT K,4y y1 S A880C18t8S, Inc. DESIGN: RECOMMENDED: Q y Transportation Plonnin • Traffic Acoustical Engineering RK ' P 9 / 9 9 15 30' - 15' 200 HPSV - - SV-2-UM SP-1-CS 4 E - NO. 20285 Prepared under the Supervision of �) 8 26-4-80 30' 40' 15' 200 HPSV Rochester� 2 MAS SV-1 -T SP-1-CS 4 E - EXP. 9/30/93 DRAWN: ET: i *� Date It z � �4 a FGT $ 4 � N , _ _ _ _ _ lq CIV �P ROBERT KAHN R.C.E. No. 20285 Exp. 9 30 93 OF _A_ 15 30 15 200 HPSV SV-2-T SP-1-CSI 2 S TF Of Al 4101 4101 Birch St. Suite 100 Newport Beach, CA 92660 CHECKED: DRAWING NO.. € (714) 474-0809 *** FAX (714) 474-0902 RK v <bee804-0 '273 CONDUCTOR 8CH11•Dtitt..E POLE SCHEDULE AWG CIRCUIT SENSOR SCHEDULE PHASE DIAGRAM 1 2 4 5 6 S T A N D A R D 1.1.S.N.S. SIGNAL MOUNZ ING PPB 01 3 3 3 3 3 6 SENSOR UNIT CHANNEL DETECTOR NO. TYPE HEIGHT SIG.M.A. LUM.M.A. LUMINAIRE R E M A R K S LEGEND MA VEH PED LOC PHASE F i 15 30' - 12' 200 HPSV Rochester AVE - _ - E 2 INSTALL HORIZ. SIGN ARM, # 1 0 2 - 3 3 3 3 9 1 1 -S-1 � v 8200 SEE SPECIAL PROVISIONS 2 2-S-6 0 1 �-0 2 + p 4 U 15 30' - 15' 200 HPSV - - SV-2-UM SP-1 -CS - - 04 3 3 - - 3 6 1 1 -S-6 U 26-4-80 30' 30' 15' 200 HPSV f WAY 2-MAS SV-2-UM - - - FUTARRURE 40QI S WEST M (IISNS) # 2 2 2-S-1 —� U 19-3-80 30' 30' 15'* 200 HPSV Rochester 8A 00 MAS SV-3-TB SP-1 -CS S 4 06 3 3 - - - 3 1 19-4-80 30' 30' 15' 200 HPSV I�KWAY 2-MAS SV-1-UM SP-1 -CS N 4 ARROWS POINT WEST (IISNS) 1-N-SYS # 6 U 15 30' - 12' 200 HPSV - - SV-1-UM SP-1 -CS E 2 2 2-N-2 1 3-N-2 02P - - 2 2 2 4 # 4 2 1-N-2 04P - 2 - - 2 4 1 1-W-4 * TURN LMA 90' COUNTER CLOCKWISE #14 # 5 2 2-W-4 1 OPTICOM 1+6 02PPB - - - 1 2 2 # 6 * NOTICE 2 OPTICOM 2 04PPB - 1 - - - 2 1 OPTICOM 4 UTILITIES SHOWN ON THE PLAN ARE BASED ON AVAILABLE RECORDS. IT SHALL BE THE CONTRACTOR'S # 7 * SOLE RESPONSIBILITY TO VERIFY ALL EXISTING UTILITIES BY CONTACTING UTILITY COMPANIES, XA 2 OFF AND TO EXERCISE EXTREME CARE TO AVOID DAMAGING EXISTING UTILITIES DURING EXCAVATION. 48 HOURS PRIOR TO BEGINNING CONSTRUCTION CONTACT USA (UNDERGROUND SERVICE ALERT) AT 1 -800-422-4133. DE'�C�O< LOOT' SOCA? CwS SHAL` Bt APPROVED BY ENGINEER IN FIELD PRIOR TO INSTALLATION. ALL DETECTOR UNITS SHALL BE RACK MOUNTED. DUAL CHANNEL, DUAL OUTPUT PER CHANNEL WITH INTEGRAL COLORGATED EXTENSION AND lu PPB COMMON - 1 - 1 1 2 DELAY CAPABILITY. OUTPUT 'A' SHALL BE TIMED. OUTPUT 'B' SHALL BE PRESENCE MODE FOR SYSTEM SAMPLING ONLY. ` SPARES 3 3 3 3 3 6 262 DISCRIMINATOR W- 100 IGNAO -1H10- 2_W_4 1- 32 PRpPpSED S EASEMENT I CTO Ep0 TOTAL 12 19 11113 19144 TENp,NCE 2"C� 3,95 32' �� MAiN 5.p - - - SPO 01 2 2 1" =2p 'o ' 02 - - 3 3 3 3 SCAOE 1 ., 1 -N-SYS 1 1 1 1 12� l6 , Ex T ;k. ..F�iE � o t \\ 2!'C. IAC, --- TYPE C" _---- DLC 04 - - - - 2 2 - - 4 i 06 - CIA 2 - - - 2 04 0 O PROPOSED RW \ _ Z TOTAL - 4 4 4 6 10 SIGNAL COMMON 1 1 1 1 1 2 2"C= #10 LUMINAIRE 2 2 2 2 2 - ! 2 10 - ' PROPOSED6'X - LID _ T O'+A L 3 3 3 3 3 2 O / _ 0E 6 5 0 4 P - `o _^ r CE NAND , : _ ', �1 I :. - '� - - •b ' 6 R-#22 NTERCONNECT CABLE - - 1 1 1 2 c 5 - �— ,to6PAIR REA #12 iSNS 2 2 - 2 2 a �2 ` " cx: jLn TO STADIUM LOOP �. '; - -`^ 6 — G{ N p0 ` PPROX- 615' � TO _-...._.-.��. _._ >- z... CABLE OP ICOM 1 2 - - - 3 2#10 1 _ — _ N 45 s_ - CONu� SIZE (INCH) 2 2 2 12.512.5 2- '"" 2#12 .. _ # _ _ _ EP _ R3 -- �• - POS - 6 PAIR, #22 AWG REA 22 _..� N .... PROP v. w E 4WD 4110 02 TINS _�'� � dw _._. 43 � � 6 _ _�CISTING VRE. �' �' - - SEES ETp,It_ � GNP 15, TIi1 S 04 ROCHESTER AVE _.. HEE --'g ` r _ i ti �f 04P 02 RW V -_ son 41 PROPOSED EP -^ �`�• Rw 4 1 = " R61_20.10 FV'T11RE R 1 t.. ; TO EXISTING EP do- 231' ALK `': - .. wpmPART A r 'I ago — REVISED EAST SIDE E.P. 8k RELATED POLES, CONDUIT, ETC. DESCRIPTION OF REVISION DATE CITY APPROVED CONSTRUCTION NOTES CITY OF RANCHO CUCAMONGA R O1 FURNISH AND INSTALL TYPE 90, 8 PHASE (TO OPERATE 4 PHASE) TRAFFIC SIGNAL PLAN CONTROLLER ASSEMBLY WITH DETECTOR SENSORS, AUXILIARY EQUIPMENT IN A TYPE "P" CABINET (SEE SPECIAL PROVISIONS), EXACT LOCATION TO ROCHESTER A8c BE DETERMINED BY TRAFFIC ENGINEER (SEE SPECIAL PROVISIONS). - Y 12 O FURNISH AND INSTALL TYPE III BF SERVICE WITH ONE 50A-1P CIRCUIT FOR REVISION 2 ONLY G BREAKER FOR METERED SIGNALS, ONE 30A-1P CIRCUIT BREAKER FOR STADIUM PARKWAY UNMETERED LIGHTING, AND ONE 15A-1P CIRCUIT BREAKER FOR METERED ILLUMINATED SIGNS. W P(� Q�pFESSIO - _ APPROVED BY: DATE: 1 �0-°1O _ jQ (I„l �O S• PRIiy � O3 FURNISH AND INSTALL TYPE II PEDESTRIAN BARRICADE WITH R96 (2 EACH) �o QaOFESSIpyQl Robert Kahn, John Kain CITY ENGINEER 6 R.C.E. N0.'Lf I SOCIA LIIJ & 9O � —STON PORE F WIDTH= 12'PER DETAIL ES 5F. WIDTH 12' Q F A TRAFFIC AND TRANSPORTATION �1GINEERING ; 4`�� �Z�' oOERT Kqy ycz 8Cc ASSOC18t88, Inc. DESIGN: RECOMMENDED: o __ _ _, _ _--_-__-__.__- _ �, 3 7o Z G O FURNISH AND INSTALL OPTICOM DETECTOR ON MAS MOUNT W Q 't �� Transportation Planning O Traffic/Acoustical Engineering RK 680 LANCSDORF DR. SUITE 222 FULLERTON, CA. 92631 (714) 871-2931 0 No. 16828 m � p N0�G EXP. 6/30/93 5 Prepared under the Supervision of \ �� �� FURNISH AND INSTALL SIGN(S) AS SHOWN . x 5 DRAWN: ET: DETAIL A —_ `� --_— Date 11 L to FIST 4 4 �- 9 C �~ sr C I . p ROBERT KAHN R.C.E. No 20285 Exp. 9 3 OF WE,iN S. IN ✓R. RCB 16828 DATE TF N IF� qr� fV � CHECKED: DRAWING NO.: 0 CAL OF CA11F 4101 Birch St. Suite 100 Newport Beach, CA 92660 (714) 474-0809 *** FAX (714) 474-0902 3/".S `Sheer f0 5 9 e7�� 2 73