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HomeMy WebLinkAbout1803-S BENCH MARK NO. 148-B AT THE N.E.C. HIGHLAND AND ETIWANDA AVENUES, 66' N. CL zo Z Tqlc, 41 41 41 HIGHLAND AVE., 24' E. OF CL 210 FREEWAY O z J o ^ o o, ^ ETIWANDA AVE. AT THE N.W.C. 0 4Q 5 z 0 - o �n r\ o W + 3 + OF 4 X8 DROP-IN-BOX FOR ON—RAMP ± a v w X r' DRAIN CULVERT, SET STD. BRASS WEST BOUND U o DISK. ELEV. 1432.612 45 - - 42 42 15.239m -- 50. - � 5.239m STRIPING PER - - ME 42 42 42 45 - _ 42 �E 42 - _ CALTRANS PLANS 51 + 49 �E 47 14' o, rn 42 50.00 c0 tz �` 15.239 m L�a. N00'07'54"E 49 13' "' N00'02'19"E 42 M O 3 +I DO + 11 t00 + 12100 13100 14 DO o + [:)Iuu —+ Tr)IUU F O a LLj 1 I _ J - - _ - C„ �E 47 12' C-+ � 12' � � � m 53 -� v _ . - n mE 53 RAISED MEDIAN PER STREET IMPROVEMENT PLANS 24't 42 42 VAR Z N - - 54 VAR �+ CE 54 n _ - 45 100, 210 FREEWAY W N OFF—RAMP � QZ00 W U ^ �] ^ O Y WESTBOUND -� � D W CD Ld W _ _ O a O Z O Z pj U ¢ et N N OO N O t0 (O LO N co �o + + o Q = o ± 3 c± N + to 3 d .ct m M V M U m LO Ul ,+ o Cr of 41 41 41 41 41 41 `n o+ a_ 41 450.00' MIN DISTANCE 225' [SAY CREEK BOULEVARD ;of 41 41 41 41 41 41 41 41 41 o - ^ � ^ o ^ co 0 0 ^ LO ^ M + v VINTAGE DRIVE v 00 ~' v I N °° v+ � + � + � + � + to + + + to + to M � m m N O N N N LO 3 � N T� N— w SEE SHEET 17 N a N of N N CV O' N Qf tJ 42 r N r` LO _ _ - __ __ _ 13' 42 + _. _ . _ O + 53 45 n 14' 49 46 42 50 � 44 45 14' CO _ 11 100' 7 S1 N N w RAISED MEDIAN PER STREET IMPROVEMENT PLANS N � t\ 44 M ZO 47 47 M N 12' 42 12' _ 42 47 42 '`� —> 12' ZO 20 00 1� ---- Q 47 12' 42 51 12' 100' 42 43 12' 47 _ 42 50' 42 42 12' W Z LWiJ 200' o 200' 11 49 14' 47 42 53 '�' 46 42 14' Z (V) � N _ } 13 16 H 46 42 N N I O ^ NC'D ^ cDrZ_ ^ 00 00 _ � ^ LO N L _ O ^ N — 1A ^ '. LO + Co t0 + to + + + t O+ CAD + + to + + � � � � VINTAGE DRIVE o � N � N � N � 04 Nw N � NQ SEE SHEET 17 41 41 41 41 41 41 41 41 41 41 41 450.00' MIN DISTANCCREEK 450.00' MIN DISTANCE l 137.153m DAY BOULEVARD TRAFFIC CONTROL - GENERAL NOTES NOTE 1: ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH THE CURRENT EDITION OF THE TRAFFIC MANUAL, PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION AND THE CITY OF RANCHO CUCAMONGA STANDARDS. NOTE 2: ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC (ALKYD BASE TYPE). NOTE 3: ALL SIGNS AND ROADSIDE MARKERS SHALL BE HIGH INTENSITY (FHWA TYPE III) REFLECTIVE SHEETING, EXCEPT STOP SIGNS SHALL BE DIAMOND GRADE (FHWA TYPE IIIA) REFLECTIVE SHEETING. CITY STRIPING NOTES DESCRIPTION OF REVISION DATE APPROVED: NOTE 4: SIGNS SHALL BE MOUNTED ON METAL POSTS PER CITY OF RANCHO CUCAMONGA STD. PLANS 401-B. 41 INSTALL TRAFFIC CONTROL SIGN, PER PLAN, PER CITY OF RANCHO CUCAMONGA STD PLAN 133 NOTE 5: ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON THE PLANS, SHALL BE REMOVED 42 PAINT PAVEMENT MARKINGS PER CALTRANS STD A24A THRU A24E AS INDICATED ON PLANS CITY OF RANCHO CUCAMONGA BY CONTRACTOR. REMOVAL SHALL BE ACCOMPLISHED BY SANDBLASTING, GRINDING, OR AS DIRECTED BY 43 PAINT 12" WIDE SOLID WHITE STRIPE PER CALTRANS STD PLAN A24E CITY REPRESENTATIVE. TO BE AI I M ULTIMATE SIGNING AND STRIPING PLANS 44 PAINT 8" WIDE SOLID WHITE CHANNELIZING LINE PER CITY OF RANCHO CUCAMONGA STD PLAN 133 '�' vwTH 1Aq� �� DAY CREEK BOULEVARD NOTE 6: ALL CONFLICTING SIGNS SHALL BE EITHER REMOVED, RELOCATED OR COVERED BY THE CONTRACTOR. RELOCATABLE 45 PAINT 6" WIDE SOLID WHITE BIKE LANE STRIPE PER CALTRANS DETAIL 39 SIGNS SHALL BE INSTALLED AS SPECIFIED ON THE PLANS OR AS DIRECTED BY CITY REPRESENTATIVE. STATION 10+00.00 TO STATION 28+00.00 48 PAINT 6" WIDE WHITE BIKE LANE DROP STRIPE (100' MIN) PER CALTRANS DETAIL 39A NOTE 7: ALL EXISTING REPLACED SIGNINGRESTORED OF SAMIPING AND E EMND, AENT A KINGS NOT SHOWN WITH ON PLANS,THE IF RENT REMOVED/OBLITERATE OF THED, 47 INSTALL TYPE "G" RAISED PAVEMENT MARKINGS PER CITY OF RANCHO CUCAMONGA STD PLAN 133 TRAFFIC CONTROL GENERAL NOTES SHALL TRAFFIC MANUAL PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION AND PER 49 PAINT DOUBLE YELLOW MEDIAN STRIPE PER CITY OF RANCHO CUCAMONGA STD PLAN 133 RANCHO ETIWANDA CITY OF RANCHO CUCAMONGA STANDARDS. Underground Service Alert 50 PAINT 4" SKIP YELLOW CENTERLINE PER CITY OF RANCHO CUCAMONGA STD PLAN 133 pF ESS APPROVED BY: DATE: L/ �" - NOTE 8: THE CONTRACTOR SHALL NOTIFY CITY REPRESENTATIVE TO SCHEDULE WITH TRAFFIC DIVISION PERSONNEL 51 PAINT 4" SOLID WHITE LANE STRIPE PER CITY OF RANCHO CUCAMONGA STD PLAN 133 �o P No U Nq� CITY ENGINEER ( z{A ��� RCE: 24953 FORE >'� Cat. TOLL FREE FOR A FINAL REVIEW (WALK THROUGH) AND APPROVAL OF TRAFFIC CONTROL DEVICES PRIOR TO PROJECT ACCEPTANCE. 52 PAINT 4" SOLID WHITE LANE EDGE STRIPE PER CITY OF RANCHO CUCAMONGA STD PLAN 133 GRAPHIC SCALE o << Fti DESIGN >'�*ed By. RECOMMENDED ao 0 20 4o so 1so � � 9� � ALLAAD ENGINEERING NOTE 9: ALL CONSTRUCTION SIGNS SHALL BE BLACK ON ORANGE BACKGROUND WITH HIGH INTENSITY (FHWA TYPE III) 53 PAINT 4" WIDE BROKEN WHITE LANE STRIPE PER CITY OF RANCHO CUCAMONGA STD PLAN 133 0 o Z HMG\ML c » » JACf - No. 36052 m - - REFLECTIVE SHEETING. z., UJI m DRAWN �Slum Avemm 227-2600 54 PAINT TYPE I ARROWS _--_ >:� raumR,>fl 9z� SHEET � Exp.6 30 2004 � 19091 3s 1815 Fax I 1 sss 17� NOTE 10: ALL CONSTRUCTION SIGNING SHALL BE IN CONFORMANCE WITH THE CURRENT EDITION OF THE MANUAL OF TRAFFIC 56 PAINT LANE DROP MARKINGS PER CALTRANS DETAIL 37A ( IN FEET ) CGR 15 of 21 CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES, PUBLISHED BY THE STATE OF CALIFORNIA, 1 inch = 40 fiw ��qr OI V �'�P CHECKED DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG DEPARTMENT OF TRANSPORTATION. F OF- CA1-\F� RarMONo A L EXPIRES s 30/04 =3-5 CITY � • IL - Dt � DATE _ ------.-- _--- ----_.---._._....__-__ __._.....---------_—_.--- 1 FYx 21 0 T ame: M: DWG 3 Br1C1CBON STREETS STRIPING SRIPING-15.DWG PROJECT SHEET N0. OF Dote: MARCH 5. 2 BAWAN STREET 50' MINIMUM DISTANCE 50' MINIMUM DISTANCE BENCH MARK NO. 148- 1 SEE SHEET 17 41 41 41 41 41 55 SNS CLYDESDALE DRIVE 350 AT THE N.E.C. HIGHLAND AND IM r- I` � ,�� rn �- � cn U 1 1 1 IWANDA AVENUES! fi' N. CL + + ; + + + `y' + r~ �- HIGHLAND AVE., 4 E. OF CL `� _ � IWANDA AVE. 'AT THEN.W.C. ,�, �,,, r. �., c� OF X DROP-IN-BOX FOR 00 n w "' w n DRAIN CULVERT, SET STD. BRASS r~ DISK. LO L 14 .612 16' 32' 43 10042 14' + 14' 100' �n �--co 46 w N 14' 1 114' ;�. N 1 'T-1_Z`lQ11 I 1$ I aK' I I 12 12 1 T2170 12 113' 13' 1 ' 30+00 -p-�-iztuu +aa I I + I I , a = " " P ' Q^ LLJ En UJ 12' 100' 40, 's, 12 12'1 13 I `® RAISED MEDIAN PER 45 13' 1 14- 14 14 14 1 14' 1 ' _ "' "' " STRE IMPROVEMENT PLANS 14' I t I I 15' LLJ 4 LO � �^ r U.n ^ SNS ,n o " c.l `c� �: `n �," r♦' �; `ra �,�, '�° o N �' SNS ----- - — _ -- ro Va w w + + caa + w + co + co + �- + + c --- + co tl o cV o �-- cam.! DAYr"y cV % d' LO L FIDr•. cV 1 ML g cv c•� BWAN STREET � r� r� � t� r� r7 MINIMUM 1 1 1 1 1 % 1 1 1 1 1 1 1 41 B0%j ENf-I DISTANCEIMPROVEMENT PLANS SHEET 2 OF 9 ----- + " + �' V) + (n �' n``� CD 0 + w w co + �, + c41 v V) 1 1 1 mot- �+- °_ . '»� w -I �- cy SNS `�' a+, ca , N .— �- Q LO W u� ,n + rr U7 - + coC%i + to CNI C:) A Al A if - o 13' 14' 1 In iwi , 100' 1 ' 1 14' cn 14' 1 �- � I •�- h P 11 1 N 100 P 100 PO 1tz 7 112' 12' 12' ' RAISED MEDIAN PER STREET IMPROVEMENT PLANS 13' 1 13' 13' 1 qu+ P P f —�- I I 1 - a41 ao t I I I LLJ l t P Q 0 0 �8 " 12' cn 100' 1 12' 12' " 1 ' 13' 7 1 - 13' 42 I w RAISED MEDIAN PER t t I I " 100 18, " I " �- STREET IMPROVEMENT PLANS �" 1 11 , Q 14' 14' I 14' , 11 ' `�' 13'*/ I ' I 100 9- LLJ 32' I I %n .0 - cl cQ•> cy GO AN "I U+ + + c a cr_ y + + ,.� to + + .®� .�_ +SPIff FEN DRIVE I w;tlw %0011 K + c s ) "°-` + +LO U') mot- +Ul) °® + -° I MomL n I � cy 14_ w KEENLAND DRIVE SPLIT REIN DRIVE 00: 1 1 1 1 1 1 1 1 1 50' MINIMUM1 1 SNSWILSON AVENUE a (STANCE 450' MINIMUM DISTANCE ," + + + `-0 100' 1 1 SNS 1 1 SNSRICHFIELD DRIVE � e" n � n I 1 1 co co -� +-� ,.-• cv I LO CO rn o � AVEMEN r ,d- r.•- es� cn + 00 ►' N � N I ,, ,1 04 RAISED MEDIAN PERCD y f 53 ct �ESTREET IMPROVEMENT PLANS " 1 4 1 ® -- - - ® --�- - - ® — - - - -- -- - -{- -- -- 12Try 45 , i N 12' 12' 20a' 11� ,� 1 49 4211' int 1 11' ' s+aa +a Ss+aa 42 {11° r' 's 11' 11' 11, s NorI I 59 oa I , -f-- s 0' s �as 0, I 65 ' 12 t P I_ZW12 100 12 �8° w 11' 11' �- 11' 11' 11 t 1 14'I , 1 1 ' ARI S a ► I `� " = a ' 16 N ' Uj 100 t 111 1 1 11 , 11 1 ' _�- _ _ a _w_____.�--------- __-_- -___ _- -�. _ ____-____-____-- ____.._..._..___ d- N X/ N r O 4 CO 00 (ppd .Mnnnurvi.um.nn LO U) Q Pf.} V) V3 I V) fr) cn co,1­1+ co + + Co ( + Co + co + co + Co W + ri' + to P) r� CV a♦ ♦ ♦ a ♦ 66 c�! t:t= CV L RD �-- CV cV CV '� t� CJ rRAC T 450' MINIMUM DISTANCE 1 1 1 1 150' CURB TRANSITION 1 1 1 1 SEE SHEET 18 s ,0 57 300 MINIMU DISTANCE 1 !'\ 1rf/..�;rg4 T�l L.4U�' SNS U 1 3 1 3 1 1 + ~-� �T.c�ipir `�7 + o r-- nN © ,n r' r % 00 00WHO ME + ry co co co r- It " GRAPHIC SCALE 40 0 20 40 80 160 - on 5 al '74 \�51 53) Ifil - 0 1 cc CD -2:11 IN FEET 04 49 C14 12 40 ft. as --{---- I I _ 71 as I , A 7" / IV Ema mini R sH rofr l,ORW)(18 3 100' 100' r- " " 22 100' 11 100' 12 12' Y T�All 1fITG'� ' �ti �I� , ,A Pu WS0w 41r7 r Hsu y e 3,�a/� 16' __�_m__�__ m_ e �_ ___�_ _ ��_ -y___...___________. *w_�_a____� ��_.�� _____-_._��___. � �� � - � � .__� EXTENDED DAY CREEK BLVD. ONST. TO STA. 7 � Ll Uj Z� 'Y� ux _�_ __ _ _ Zia _ _ _ _ ____ _____. _.___ __ 27 3 PER D C 2002--001 , REVISED STREETLIGHT LOCATION /(7- ice. r- in jf ,�, DESCRIPTION OF ISION DATE � \ APPROVED: V) to. ICITY OF RANCHO CUCAMONOA + r + n + ram LO + o .~ + + . + + c"o � 3 ,n ,� co � o EXISTING oo N �-�� FUTURE I � •- co co co R/W co w R! W r. r r. r, /\ ,� ULI MATE m1w Rrl Ant ND STRIP11L a Aol PEI L A L1 11 a a Nowl 1L Zj UN NU N Nu r Aimtj 1 1 3 1 a 3 1 1 w._� 57 3 0%rw%EE1'e B1 "Frww& 200 00 CDR 1C' 1ri.5/�A/a 6NI y uAY k;rl F, Lvu WITH TRAFFIC SIGNAL STATI 011i L A &ftf%80% TO BE INSTALLED STATUN 28+00.00%0 TO UN 74+00 t55 450' MINIMUM DISTANCE `� ' �'_ '' ._._ - Nomad DAY cn 1=1\ �AA 6 /31/0mm-' ` M ME HANk.IoH%0,0)" ETIWAN'uw'wA ff "au =x ServiceUnderground �' CIVILr �� APPROVED Y: DATE: 1 — — STFOPING NOTES '� µ Q�pF ESS/®4< CITY ENGINEER CE: 2495 OR DESIGN COA/Sr�Cl T" T" T 1 Ill C r"lO� Ajil IC O � 1-A ,At�f 01- . �® QNd J. q '9C w a 1 INSTALL TRAFFIC CONTROL SIGN, PER PLAN, PER CITY OF RANCHO CUCA O GA STD PLAN 13 PAINT WIDE WHITE BIKE LANE DROP STRIPE (100 MIN) PER CALTRANS STD P 3 A PAINT 4 SOLID WHITE LANE EDGE STRIPE PER CITY OF RANCHO CUCAMONGA STD PLAN 133 4,� .� ��9 �� DESIGN Prepared By; RECOMMENDEb vim~ PAINT PAVEMENT MARKINGS PER CALTRANS STD A24A TH U A24E AS INDICATED ON PLANS INSTALL TYPE "G" RAISED PAVEMENT MARKINGS PER CITY OF RANCHO CUCA ONGA STD PLAN 13 PAINT 4" WIDE BROKEN WHITE N STRIPE PER CITY OF RANCHO CUCA ONGA STD PLAN 133 ' ALLARD ENGINEERING G�ML No. 36052 � - a sa Pknniug 43 PAINT 12" WIDE SOLID WHITE STRIPE PER CALTRANS STD PLAN 4 PAINT DOUBLE YELLOW MEDIAN STRIPE PER CITY OF RANCHO CUCAMONGA STD PLAN 1 PAINT TYPE I ARROWS ►�' � DRAWN Fu 6M Slum i 9z�s SHEET Ill` EXp.6 30 2004 CG (909j 356-1815 Fax(909j 356-1795 16 PAINT " WIDE SOLID HIT CHANNELIZING LINE PER CITY OF RANCHO CUCA ONGA STD PLAN 133 PAINT " SKIP YELLOW CENTERLINE PER CITY OF RANCHO CUCA ONGA STD 13 PAINT LANE DROP MARKINGS PER CALTRANS DETAIL 37A �� OWk t ®E 21 45 PAINT " WIDE SOLID WHITE BIKE LANE STRIPE PER CALTRANS STD PLAN 39 1 PAINT " SOLID WHITE LANE STRIPE PER CITY OF RANCHO COCA ONGA STD PLAN 13 /AII GG I'�,Fr 31/ N A�' R �141_7'RA1VS F1C' /o/ Wii� s��v�� z��Fllp(,S) 3 '�� �v'�" � CHECKED DRAWING No. � �- 7 � OFF' CALtFO CITY RA aN �. o ocpj��s�s%�o�o4 TWO WORKING DAYS BEFORE YOU DIG ��IA674_ IZ YVa ,WI- 7_6MF `SIC7rV .��'G��7.C'A�rS �C 14165 1 SATE 1803 PROJECTlenamo M 12103 BACKBON (PING IPING-16.DWG 0otober 2, 002 R BENCH MARK NO. 148-B AT THE N.E.C. HIGHLAND AND ETIWANDA AVENUES, 66' N. CL SNS HIGHLAND AVE., 24' E. OF CL 55 ROCKING HORSE PLACE ETIWANDA AVE. AT THE N.W.C. OF 4'X8' DROP-IN-BOX FOR 41 41 41 41 66' 41 41 DRAIN CULVERT, SET STD. BRASS 33' 33' DAY CREEK BOULEVARD DISK. ELEV. 1432.612 LO o+ + m N v v+ to 11' 22' 22' 11' M y N SEE SHEET 16 + to C" O � 00 CV r7 O' M " to N p) � N - N Z rn o M of r7 rO O_ I r7 Of rM 0' UW I $ Cn tTj J L&. z � p $ Lo + = cv Co _ — �, Z W + 00 30 00 31 +00 `" 32+00 N 49 33+00 12 42 �n 42 34+00 42 12 "' 35+00� 36+00 42 37+00 "' 38+00 49 11. 15 39+00 42 40+00 41 N ZO N I I +-100' - I — Oo I �225' W CU F 49 42 ,N,� 45 51 _ 12' 45 1 } 42 49 42 - 46 49 42 44 44 - 12 100' Z o — ti? — O W _..J a- 5' - — - W W Co -_ 15' � m CoU W W Z �► U o Q o to a) rn � ^ + ao + + c + + cN`o °_� + + �_ OD � Co M 1� CN M 3 r-- C M 04 r7 0= ROCKING HORSE PLACE DAY CREEK BOULEVARD 41 BANYAN 41 41 41 41 STREET 41 41 SEE SHEET 16 55 450' M I N SNS 200' SNS WILSON AVENUE 55 SEE SHEET 6 41 41 41 O N 2N- O r - rn N N v) to N 66' + + co 61 STR MNQ NOTES M M 2 ' 3 ' 39' 22' 41 INSTALL TRAFFIC CONTROL SIGN, PER PLAN, PER CITY OF RANCHO CUCAMONGA STD PLAN 133 42 PAINT PAVEMENT MARKINGS PER CALTRANS STD A24A THRU A24E AS INDICATED ON PLANS 43 PAINT 12" WIDE SOLID WHITE STRIPE PER CALTRANS STD PLAN A24E O O ;� ;� ( 44 PAINT 8" WIDE SOLID WHITE CHANNELIZING LINE PER CITY OF RANCHO CUCAMONGA STD PLAN 133 $U 45 PAINT 6" WIDE SOLID WHITE BIKE LANE STRIPE PER CALTRANS STD PLAN 39 �N W 50'-4- SOLID 50'-4" SOLID 17' � � � N � 50 57 ;� 17' 17' � i N 49 2� �s 46 PAINT 6" WIDE WHITE BIKE LANE DROP STRIPE (100' MIN) PER CALTRANS STD PLAN 39A ♦ 28+00 YELLO41 _ -ti 29+0(b� ,o 30+00 a 31 +00 32+00 33+00 34+00 35+00 36+0 49 PAINT DOUBLE YELLOW MEDIAN STRIPE PER CITY OF RANCHO CUCAMONGA STD PLAN 133 �y N - I — -- - 13'— 13'— I 1 50 PAINT 4" SKIP YELLOW CENTERLINE PER CITY OF RANCHO CUCAMONGA STD PLAN 133 60 43 W ;., ;., N 11 N 44 42 7. 43 I 51 PAINT 4" SOLID WHITE LANE STRIPE PER CITY OF RANCHO CUCAMONGA STD PLAN 133 Fo r7 r7 _ — Q W \ / 60 PAINT AC BERM WITH WHITE REFLECTOR PAINT W� 42 - - ' - - - - — - - " W W 6 CURB PER STREET V U ., 00 r. FUTURE ^ o IMPROVEMENT PLANS N ^ N + to + � 00 00 0+° � + °O + � + � 1 00 N (n cV O N O 3 (V r7 N � 7' 18' 18, 7' N o- N w � r7 r) K) w r7 25' 25' 41 41 41 41 41 41 41 50' 1 55 VISTA VERDE DRIVE SNS 450' MIN BLUEGRASS AVENUE SNS 55 TAYLOR CANYON PLACE 41 41 25 50� 25, 41 DAY CREEK BOULEVARD o SEE SHEET 15 M � �' '8' '8' �' 00 + CV + CV + CV 00 ON ofI F- N d to _ ._ i� ® AOd�O T9Y�OP C:9iY�NPG4C� P�2 TPi4CT/63010 100' 22+00 N 21 +00 IN 22 20+00 114' 1 1DESCRIPTION OF REVISION DATE APPROVED: -- - ----- 00 N 22' 18+00 19i— 22' 49 l� 49 M N CITY OF RANCHO OUCAMON43A N 49 22' 1 14 SIGNING AND STRIPING PLANS w - BANYAN STREET STATION 29+00.00 TO 41+00.00 BLUEGRASS AVENUE STATION 27+50.00 TO 36+17.51 TO BE INSTALLED VINTAGE DRIVE -C WITH TRAFRC SKUVAL STATION T1+19.72 TO 22+05.52 C1 . VINTA �. 30 [ERNE Q RANCHO ETIWANDA �t N O N � r� /B � o �� � pFESS APPROVED BY: / DATE: Underground Service Alert + N I + N + N) QR oti CITY ENGINEER l ( ` M � ,4 YON PLC C� Ti�YGO•e C � N o- t. L_ ._ �, �� l�.E.�.� � L �, RCE: 2 953 eEF of y� 7;e407-�6�06 GRAPHIC SCALE �0��NO J ��� `fc`y DESIGN �'� B RECOMMENDED CaI. TOLL FREE DAY CREEK BOULEVARD 40 0 20 40 so 160 9� ALLAAD ENGINEERING nn 41 SEE SHEET 15 41 41 No. 36052 m HMG\ML Chfl g >ad Surw"tng - I"Reemag JP� 1-800 6253 Steve Manun :x; - — ------ W DRAWN Fontana. Caldarmte 92335 SHEEP 11u 227-26M ( IN FEET ) o:� Exp.6 30 2004 P CGR 9os sss tees Fax Isos sss»ss 17 OF 21 1 inch = 40 ft., �9J c 1 V ti CHECKED a ` - 1.arc- DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG F �FC3� RAYMOND J. ALLARD R.C.E. 36052 OF CAI CITY -5 A 0 - 1� EXPIRES 6/30/04 1803 —S DATE PROJECT SHEET NO. OF Mr-C S, 2 - - BENCH MARK NO. 148-B SNS ALVARADO PLACE AT THE N.E.C. HIGHLAND AND 55 66' ETIWANDA AVENUES, 66' N. CL HIGHLAND AVE., 24' E. OF CL 41 41 41 33' 33' 41 41 41 DAY CREEK BOULEVARD 41 41 ETIWANDA AVE. AT THE N.W.C. 11' 22' 22' 11' OF 4'X8' DROP-IN-BOX FOR rj v tj v ��,) (� O V SEE SHEET 16 �; Y DRAIN CULVERT, SET STD. BRASS + N � 3 I i � � w_ o � c± ` DISK. ELEV. 1432.612 tit o' a rn E `,- 182.25' 87.4 83.50' 78.66' _ r 68.64' 80.00' 80.00' 91.64' -- - O Z I I O O O _ I r� O — — N — 13' — — — — — — — — — 1 s' 13 _ I 13' 13 04 ri �,_ � 1 g' 44 + 11 49 49 11' 11' 42 49 "' 100' S1 42 49 11 11' 51 Z (n t 1 12 15 10, 16 7 20 1 Q 3 Z - -- - - - + - - �4 - - - ------ - ---- � -- - - - - - - - { - �_ _ -I - � - - I - - - - - -� - - - { - - - - - - - - fio-*-- - - - - - -� - - - - QO O z0 U IN 42 44 51 100' 12' 42 14 12' N 53 42 53 1 Do' 51 12' 42 49 12' 47 m -- W --_� _ _-._- _._-- - ----___-.- _.�____.____.___..__ -_-_.-.__ -._._- m -- - V to I Z o w V) MV) + 11' 22' 22' 11' O N CV to 3 d tV Lo N Ln 3 r- N tT N N � � � O ± � WLSON + ± Of 33 33 ± � + ± � AVENUE ± � N � DAY CREEK BOULEVARD m Of 66' 41 41 SEE SHEET 16 Li Of 41 41 41 41 ALVARADO PLACE 450' MINIMUM DISTANCE 41 41 41 N SNS ` 41 41 41 41 o FUTURE CURB o RAISED MEDIAN PER STREET o 0 ` v AND GUTTER IMPROVEMENT PLANS O N CV Qf N Qf N � 0 --- - O O po O N 44 0O — — — — — — Z} + Z � 51 53 19 M � 42 - - 22 - - - - - 23 - - 24 _ 13' 47 27 Q 3 O - - -�- - + - - - � - - 17+ - � - - � - - I- - - O � � 47 C' QJ W LaJ — — — — — — — — — — — — — — — — /�53� _ 12' / 5�3 V m Z LA J — — — -i i Y — W W � Z W _ ---.__-.____-__-______._ _sa CV N I rj I o rn o M rn + WLSON �+ AVENUE + (0 + 11' 22' 22' 11' + N O l7 N 1n N I— 00 tT N N cr_ 33' 33' N Cr 66' 41 41 41 41 41 OAKLAWN PLACE SNS 41 41 41 41 41 a Y Z e N O_ ^ r7 N N w O ^ i WCL + co + o + EL + + to M � cr M w p MICE t\ to Of U-) 3 FUTURE CURB RAISED MEDIAN PER STREET FUTURE CURB MEDIAN AND GUTTER IMPROVEMENT PLANS AND GUTTER CURB O O N O N I _ _ _ _ �— 20 — 20 47 -_ Zp � 13'i 4 12' — — — — 12' — 51 100 � � �— - - -�— - 33 _ 34 35 to cn _ Z z M Q W — — — — — — — — _ 51 100, 12' 4 12' LtJ - 49 — — — — — P U 20'LLJ 20' Q 0 Uj = - - - - -- - - - - - - EXISTING � MEDIAN CURB ' EXISTING CURB 4 I y AND GUTTER DESCRIPTION OF REVISION DATE C� APPROVED: i i CITY OF RANCHO CUCAMONGA 11' 22' 1 22' 11' Y N WLSON to N N N AVENUE ULTIMATE SIGNING AND STRIPING PLANS + + 33 33 + o + a tn Qf 66' rn w � WILSON AVENUE 41 41 BLUEGRASS AVENUE 4, 4, STATION 10+00.00 TO 36+00.00 STR MG NOTES SEE SHEET 17 RANCHO ETIWANDA 14 CONSTRUCT WOOD BARRICADE PER CITY OF RANCHO CUCAMONGA STD PLAN 131-A 49 PAINT DOUBLE YELLOW MEDIAN STRIPE PER CITY OF RANCHO CUCAMONGA STD PLAN 133 TO BE INSTALLED 41 INSTALL TRAFFIC CONTROL SIGN PER PLAN PER CITY OF RANCHO CUCAMONGA STD PLAN 133 50 PAINT 4" SKIP YELLOW CENTERLINE PER CITY OF RANCHO CUCAMONGA STD PLAN 133 MH TRAFFIC SIGNAL ES APPROVED BY: DATE: Underground Service Alert � � " PRpF S��Nq CITY ENGINEER L-`�-�C�l�-,�;. L RC E: 2 9 53 42 PAINT PAVEMENT MARKINGS PER CALTRANS STD A24A THRU A24E AS INDICATED ON PLANS 51 PAINT 4 SOLID WHITE LANE STRIPE PER CITY OF RANCHO CUCAMONGA STD PLAN 133 �O ivD J. q 0�F of Y� " " �� �4 << (2 DESIGN Pivp� gY RECOMMENDED o CSIF TOLL FREE 43 PAINT 12 WIDE SOLID WHITE STRIPE PER CALTRANS STD PLAN A24E 52 PAINT 4 SOLID WHITE LANE EDGE STRIPE PER CITY OF RANCHO CUCAMONGA STD PLAN 133 GRAPHIC SCALE 9 � Q � 0 ALLAAD ENGINEERING J � �_ 44 PAINT 8" WIDE SOLID WHITE CHANNELIZING LINE PER CITY OF RANCHO CUCAMONGA STD PLAN 133 53 PAINT 4" WIDE BROKEN WHITE LANE STRIPE PER CITY OF RANCHO CUCAMONGA STD PLAN 133 40 0 20 40 80 160 No. 36052 m ML ��� lid Sum,tng lead Planning 45 PAINT 6" WIDE SOLID WHITE BIKE LANE STRIPE PER CALTRANS STD PLAN 39 0 m DRAWN 9ns 9a�*a"'e"e Fontana, Orton 9M SHEET 227-2600 .. `* Exp.6 30 2004 CGR r9os13%1815 (9091 ass ns5 46 — PAINT 6" WIDE WHITE BIKE LANE DROP STRIPE 100' MIN PER CALTRANS STD PLAN 39A "` -- - - ^f s P 18 of 21 IN— INSTALL TYPE " " RATS PAVEMENT MARKINGS PER CITY)OF RANCHO CUCAMONGA STD PLAN 1 �T ) �q�F CIVIL ���� CHECKED Rq��. p� �� R.C.E. 36052 DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG 47 S ALL E G RAISED 33 1 inch - 40 ft OF CA1-� CITY v d • 0�-- ExPtREs 6/30/04 1803-S DATE 1 PROJECT SHEET NO. OF 1 pole: JUKE 10, 2002ft BENCH MARK NO. 148-B 450' MINIMUM DISTANCE FUTURE STREET FUTURE STREET AT THE N.E.C. HIGHLAND AND 1 0 6 ' 66 ETIWANDA AVENUES, 66' N. CL N� 41 \\ 41 4 41 55 SNS 3' 33 41 3' 33 HIGHLAND AVE., 24' E. OF CL ^ M ^ ETIWANDA AVE. AT THE N.W.C. ^ o to 11 22 22 1 N v TO BE CONSTRUCTED WHEN 11 22 22 1 OF 4 X8 DROP-IN-BOX FOR 'r' cn oO V ao WL9ON AVB���► + DAY CREEK BOULEVARD Ia N 3 N DRAIN CULVERT, SET STD. BRASS + 0 \♦ + " � to w OPENS TO THE NORTH DISK. "' � �' w I ELEV. 1432.612 p 49 200' Q - - - - - - - 42 42 TO BE CON UCTED WHEN 44 51 46 0 I d- 42 � -�s DAY CREE BOULEVAR ,`� ,;; 5753 - 9 49 OPENS T THE NORTH 49 63 1>4 4" SOLID WHITE 42 49 44 42 42 _ 44 42 49 EDGE LINE 43 -- _ -- -- --- - - — — - - - - - - - - - - - - - 4" SOLID WHITE - / -- -- -- - -- -.__-_�==- -- -- -- -- --" -- -- -- - EDGE INE�.� - -- -- -- -- - -- -- -- -- -- -- -- -- - - CO ^ to (n 00 �� 00 �� I r7 N tt7 O N to t^ 0= Z L C0_' O / + + to + to + + c0 + to Q DAY N CREEK N N 3 Of CzN N " BOULEVARD N UP UP %a / � af to 41 / o- oz / 41 41 I -< Lj o w w FUTURE MEET) 41 41 41 41 + < Cl WILSON AVENUE ALVARADO PLACE 55 CL SEE BELOW Z - 66' SNS N 33' 33' W of DAYCREEK BOULEVARD 41 41 41 11' 22' 22' 11' 41 41 N 41 SEE ABOVE r\ r� ^ t� ^ ^ O r ,n ^ M � M � I � � to � - / � � I I ! + to + co + to + to + CO co + to i , W \ O N O n ^ O �� -- ----- - Y J Z O+ O 13' 13' 13' 42 44 �J 1 FUTURE STRIPING r- tz nl 9' - I 42 - �, BARRICADE N � U — — — — �1 — — �- Z 12 12' 12' _ 42 TEMPORARY R1 STOP j m O - - - - - - - - - - - _ - 42 - 42 - 49 - - N __ SIGN AND POST 14' _ W W LLJ - " ZW 14 I 14 _`__-----�� �_�_____ _ 100 -4 20 _� 42 Z ,\ / �,_ -_- SOLID YELLOW = = W J -C TE: -cc i O � Nw - � I I � 3 3 ^ w — w ` 04� Nv 3 + co 41 41 WILSON 41 ALVARADO PLACE 41 41 41 AVENUE 41 DAYCREEK BOULEVARD N w SEE ABOVE 41 I I RAISED MEDIAN PER STREET EDGE OF PAVEMENT I IMPROVEMENT PLANS I I I o - O o -- _ N 00 O -- _ — N (, °D PLO + � Z � 00 MJ Q - - 22 - - - - 23 - - 24 _ 47 12' 47 O 3 �- + - � - - } - --ram - _ �� - i - - - - +- - - � - - I- Q � W W ,- M -N - - - - - - - - - - - - - 12' 10 '_4 SOLID YELLOW- 1 100'-4" SOLID m TO BE INSTALLED Z W 100 4 50 - - - N SOLID YELLOW ;�, � �' W W W H TRAFFIC SKNAL 20' 42 I 0 42 N N 1 I O tI C, V) 41 O to "� rn N O + + D + D + U') I + O CV w N w 00 CO N ON0 3 tV 0_ WILSON � 3 Q AVENUE ' 22' „' 41 41 M o 41 41 33 66 FUTU33 E CURB 41 EDGE OF PAVEMENT AND RGUTTER OAKLAWN PLACE SNS O p Q. O v O --#- -+ O to * — — — — � � o STRIPING NOTES clrr tp� (0 � DESCRIPTION OF REVISION DATE APPROVED: Z 47 B RMN EXISTING MEDIAN U 41 INSTALL TRAFFIC CONTROL SIGN, PER PLAN, PER CITY OF RANCHO CUCAMONGA STD PLAN 133 O N CURB ONLY Z 31 33 _ 34 35 O 42 PAINT PAVEMENT MARKINGS PER CALTRANS STD A24A THRU A24E AS INDICATED ON PLANS CITY OF RANCHO CUCAMONGA Q O - -� - - _ _ _ _ _ _ _ _ _ LLOW �- , _.._.__ _ . Q Z 43 PAINT 12" WIDE SOLID WHITE STRIPE PER CALTRANS STD PLAN A24E INTERIM SIGNING AND STRIPING PLANS Z W - - - - - - - - - _ 100'-4" SOLID 12 �- 100'-4" SOLID 12 -� U 44 PAINT 8" WIDE SOLID WHITE CHANNELIZING LINE PER CITY OF RANCHO CUCAMONGA STD PLAN 133 � v) YELLOW 20' YELLOW 20' Z p 45 PAINT 6" WIDE SOLID WHITE BIKE LANE STRIPE PER CALTRANS STD PLAN 39 DAYCREEK BOULEVARD _ - z WILSON AVENUE TO STATION 72+43.05 _.________._ _ __ to I W 46 PAINT 6" WIDE WHITE BIKE LANE DROP STRIPE (100' MIN) PER CALTRANS STD PLAN 39A _ -�. _- - - = - - - - - - - = - - - = - �, WILSON AVENUE �\ 47 INSTALL TYPE "G" RAISED PAVEMENT MARKINGS PER CITY OF RANCHO CUCAMONGA STD PLAN 133 DAY CREEK BOULEVARD TO STATION 36+00.00 49 PAINT DOUBLE YELLOW CENTERLINE PER CITY OF RANCHO CUCAMONGA STD PLAN 133 RANCHO ETIWANDA 50 PAINT 4 SKIP YELLOW CENTERLINE PER CITY OF RANCHO CUCAMONGA STD PLAN 133 1 APPROVED BY: DATE: l Underground Service a, I Cl51 PAINT 4" SOLID WHITE LANE STRIPE PER CITY OF RANCHO CUCAMONGA STD PLAN 133 PROFE�S��tiq� CITY ENGINEER ���eGv , I �,���� � � LC f , � RCE: 2 953 FORE y + RAISED MEDIAN PER STREET + I l I + GRAPHIC SCALE 52 PAINT 4" SOLID WHITE LANE EDGE STRIPE PER CITY OF RANCHO CUCAMONGA STD PLAN 133 �� ��N� �<< C� DESIGN 'S HY (;g TOLL N IMPROVEMENT PLANS K) N � N 2 RECOMMENDED M M � w 9�1 AUARD ENGINEERING 11 22 22 11 40 0 20 40 80 160 53 PAINT 4 WIDE BROKEN WHITE LANE STRIPE PER CITY OF RANCHO CUCAMONGA STD PLAN 133 0 o Z ML s ACs 1-800 33 33 " " 0 No. 36052 m 57 INSTALL MARKER TYPE A PER DETAIL 40A CALTRANS STD PLAN A20D w � DRAWN ��" F®sae,Fallforota 9Z335 SHEET 1 227-26M 41 WILSON AVENUE 41 66 41 L-M- IN FEET 58 CONSTRUCT TEMPORARY BARRICADE PER CITY OF RANCHO CUCAMONGA STD PLAN 131-A �� Exp 6 30 2004 P CGR W91 w 1015 Fax ` 17M 19 OF 21 BLUEGRASS AVENUE I inch = 40 )ft 59 INSTALL CLASS 1 FLEXIBLE POST DELINEATOR PER CITY OF RANCHO CUCAMONGA STD PLAN 130 �9T C1V1\' CHECKED 4',g DRAWING NO. F �� RAYMOND J. ALLARD R.C.E. 38052 TWO WORKING DAYS BEFORE YOU DIG OF CA\-\ CITY !o '10. OL EXPIRES 8/30/04 1W3�� DATE -- -- - — PROJECT-SHEET N 0 pie: r: 1210 -i . Date: JUKE t , 2 m, GENERAL NOTES _GENERAL NOTES (CONT.) 3' 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 JULY, 1992, AS SHOWN ON THE PLANS AND IN TRAVELED PORTION OF THE LANE, EXCEPT AS SHOWN. CASE 1 THE SPECIAL PROVISIONS. ;R." C 2. TRAFFIC SIGNS, STRIPES, MARKINGS AND LEGENDS PER CALTRANS TRAFFIC SIGN SPECI- 7 EXCEPT AS HICLE INDICATIONS VEHICLL LE 2AND PEDESTRIAN", PULLBOXES �INDICATIIONS SHALL DUIT BE LEDGID METAL SECTION � OF DOUBLE YELLOW LINE OR MEDIAN CURB FACE FICATIONS, TRAFFIC MANUAL, MAINTENANCE MANUAL, AND STANDARD SPECIFICATIONS. CONFORM • PAVEMENT LEGENDS TO CITY STENCILS. REFLECTORIZE ALL SIGNS, STRIPES AND LEGENDS. 8. ELECTRICAL SERVICES SHALL BE 120/240 VOLT. PROVIDE CIRCUIT BREAKERS FOR SIGNALS SI WA _K --- -- - - -- - ONE 50 AMP), ILLUMINATED SIGNS (ONE 15 AMP), AND SAFETY LIGHTING (ONE 30 AMP PER R CAB. LEFT TURN LANE N 3. MARKERS AND PAINTING PROCEDURES FOR STRIPING PER STANDARD SPECIFICATIONS FOR PUBLIC 1200 WATTS OR PORTION THEREOF). COORDINATE SERVICE DETAILS AND SCHEDULING WELL SIDEWALK 30' 15' 10' WORKS CONSTRUCTION, 2000 EDITION. IN ADVANCE OF NEED. SEE SERVICE WIRING DETAIL HEREON. 0 r- cn * = 4. LOCATE ALL SUBSTRUCTURES PRIOR TO CONSTRUCTION. HAND DIG FOUNDATIONS UNTIL 9. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL PLAN SECTION 0 CLEAR OF OBSTRUCTIONS. COORDINATE POLE INSTALLATIONS WITH OVERHEAD UTILITY OR BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED 8"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- 2, THRU LANE Q STRUCTURES HAVE BEEN SHOWN FROM A SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR UTILITY COMPANIES PHONE NUMBERS SHALL CONDUCT HIS OPERATION IN SUCH A MANNER AS TO PROTECT NOT ONLY THE J UTILITIES AND SUBSTRUCTURES SHOWN, BUT OTHER UTILITIES OR SUBSTRUCTURES THAT SOUTHERN CALIFORNIA EDISON CO. ° n 10' N C) ARE NOT SHOWN ON THESE PLANS. (CONTACT David Quezoda ) (909) 357-6240 CASE 2 "R" * SOUTHERN CALIFORNIA GAS CO. (800) 422-4133 iv , 5. OBTAIN APPROVAL FOR EXACT EQUIPMENT, CROSSWALK AND LIMIT LINE LOCATIONS PRIOR VERIZON (800) 422-4133 SECTION CAB 1-1 TO FINAL PLACEMENT. PERFORM PRELIMINARY STRIPING LAYOUT PRIOR TO LOOP DETECTOR PACTEL (800) 422-4133 4" LANE LINE LAYOUT. CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 n (WATER AND SEWER) SI WA K a ' / THRU LANE N w UNDERGROUND SERVICE ALERT (800) 422-4133 PC AB. � z SIDEWALK 10' PLAN SECTION Ir 0 cV Y 4 LANE LINE OR 8 �,, a O CURB TURNING LANE LINE � ill EXIST. C & G U) THRU OR RIGHT 10' � 0 E.C.R. N 2 TURN LANE 0 - 1317 91 CASE 3 „RN 1 >> S T R" CAB. SECTION CAB 5' w O 1 6Y 8" LIC- 6 " LC2 Of SIDEWALK TOP OF CURB FACE 1 I�Q 1 " 17 2, s _ -I �RIWMI � r � O 10400- r .CJ PLAN SECTION d 0 m TYPE "R" CABINET FOUNDATION AND LOOP DETECTOR PLACEMENT POLE LOCATION CODE I.I.S.N.S. LEGEND DETAIL PAD DEIAIL_ REFER TO PLAN FOR DISTANCE TO ADVANCE DETECTORS (EXACT LOCATION BY ENGINEER IN THE FIELD) — -- OOOOOOOOOOOOOOOOO REMOVABLE OUN TY OF SAN BERNARDIN STEEL CAP 8'-0" O ARM LENGTHPLANS FOR THE CONSTRUCTION OF � 60" 24" TRAFFIC SIGNALS AND SAFETY LIGHTING �SEiEGN TAB" �" SINGLE INPUT DETAIL EMERGENCY VEHICLE q - --_- — - - - - - + � PREEMPTION DETECTOR Z Z FOR DAYCREEK BOULEVARD INTERSECTIONS BLVD 1.5" TO .75" "� AVENUE ""�0N AVENUE CASTRO Mini-Brae AB-0155-L OR ree � 6 ,300 REDUCER AB-0132-L MOUNT OR COUPLING AT APPROVED EQUAL I ` SHEET INDEX BOTTOM—FOR WIRING :4)SIGNAL POLE BANYAN I "" 6pR" -� g• (NIPPLE & 8 _p• CONNECTORS MAST ARM Y= VINTAGE DRW NOTE: LB CONDULET, STO CABLE, HANGING BY OTHERS) E HARDWARE do SIGN BY OTHERS (ONE WAY / ONE OUTPUT) - HIG D AVENUE - - - HIGHLAND AVENUE 1 . Title / Detail Sheet ARM TUBE SIZE GENERAL NOTES =_______ ___ ____ ___ ________ MATERIAL SPECIFICATIONS TH STREET 2. Traffic Signal Plan: Da Creek Blvd. & Wilson Ave. LENGTH END O.D. x BASE O.D. x THK. 30 9 y 8'-0" 2 3/8" x 3 1/2" x 11 GA. Steel of 48,000 psi minimum yield after fabrication RA n I U D BASE PLATES ASTM A- tees A- Steel EMERGENCY VEHICLE DETECTORS ! v / I z 1 3. Traffic Signal Plan: Day Creek Blvd. & Banyan St. BACK CLAMP IPELANGES ASTM A- -- 3 Grade B Steel CUCAA40NGA 4. Traffic Signal Plan: Day Creek Blvd. & Vintage D r. W/ BOLTS MATERIAL SPECIFICATIONS g (ASTM A-307) BUTT WELDS Ground flush with base metal LONGITUDINAL All welds sholl conform to AWS D1.1 weld LINE ROAD BASE ROAD SIGNAL POLE WELDS specifacation i 24MABOVE FINISH COATING ? =Z Z W� > > I FINISHED GRADE STRUCTURE Hot dip galvanized per ASTM A-123 sa ` �' I Y l . Hot dip galvanized per A-1 NOTE: NOTE: Hu I AVER ALL SECTIONS 12" ALL SECTIONS 12" DESIGN CRITERIA NOTE: " �� ON A A' 1- STRUCTURE dt In accordance with the Specification for Structural ALL SECTIONS 12 4 R CLAMP HARDWARE Supports of Highwayy Signs, Luminares and BOULEVARDFOOTHILL EppTMu I BOULEVARD Traffic Signals. AASHTO 1994 R R 66 O O IN In accordance with the -Specification or Structural 1 1/2 DIA. Supports of Highwayy Signs, Luminares and NOTE: DEBURRED Traffic Signals. AASHTO 1994 Y ALL SECTIONS 12" Y < ARROW ROUTE ARROW �l1E SIGNAL POLE HOLE'PIN (Y) .�. NO. DESCRIPTION OF REVISION DATECLA CITY 6 DIA. HOLE IN G G s 4MUR:UNK — t5 � � � APPROVED: 3" CLAMP SUPPLIED CITY OF RANCHO C U C A M O N G A 8 WITH A TYPE "F" CE ARM _ - O 3" -16UNC BLUNT O<A ��� Y POINT RTPIOT HOLE PAD. (HOLD) <D—A (y) A _ _ �, ouN Y TRAFFIC SIGNAL INSTALLATION PLAN TO BE FIELD AS REQ D. �� DRILLED) - O<A DAY CREEK BOULEVARD 1" DIA. HOLE 3"RAD. 1• 1• A ' AN NOTCH OR DRILL W R MM 4 — —R O FOR DRAINAGE /G O ET 4 2 IF IN POLE 9" DIA. a / INTERSECTIONS rt (FIELD DRILLED) 16DRILL 4TH RNA DI 0 GENERAL INFORMATION AND DETAILS CLAMP DETAIL SIGN TAB DETAIL DETAIL " A" MAS- 5A DETAIL " B " DETAIL " C" CITY OF R Y G - 02 04 06 or 08 TRAFFIC SIGNAL L 0 C A T 0 IN eAOFESS/p�, APPROVED BY: DATE: p q� NGINEER ( RCE: 4953 HORIZONTAL IISNS MAST ARM " � � � � � � � � � � � � � � � � � � ,��� �oN 0 F YA,GA - 01, 03, 05 or 07 LOCATION M A P �� DESIGN RECOMMENDED s B W 41 Corporate Park V A Suite 10 //////�NOTT 0 SCALY * DRAWN Irvine,Phone?949)6660-1994 SHEET SIGNAL DISPLAYS CA 9206 BW URBAN Fax: (949) 660-1911 1 OF 4 OF CALF CHECKED CARLETON WATERS R.C.E. No. 52916 DRAWING NO. DATE 12/31/02 FILE NO. 1 8O3-S Filename: T1TD PROJECT SHEET NO. OF Date: September 5, 2002 I ! I II POLE SCHEDULE 1- -04 I ' I CONDUCTOR SCFEDILLE CONDUCTOR SCFEDLLE III I I STANDARD F'S * SIGNAL M.T.G. PPB PPB BIKE BIKE POLE LOCATION LUMINAIRE I.I.S.N.S. REMARKSS.C.C. POLE S.C.C. CIRCUIT N0. TYPE HEIGHT SIG. M.A. LUM. M.A. 90 CUT-OFF TYPE VEHICLE PED PHAS QUAD 1PEQ � ,EQ HASUAD PHAS QUAD B E C # 1 2 3 4 5 6 8 9 1 2 4 5 6 8 9 oxl T 2, 2P - ] l - - - - 1 1 COMMON - - - - - - - - - ~ �'c I I 1 BLw - - - - - #10 o I I I 0 26-4-80 30' 45' 15' 200W Day creek 5700 2-MAS SV-1-T SP-1-CS 8 4 3' 5' (2 7, 8P, OL 1 1 1 - - - - i 1 LUMINAIRES 2 2 2 2 2 2 2 4 - C4 I I I 20 15 30' - 15' 20OW - - SV-2-TA SP-1-CS 2 1 - - 8 4 * 4' - 3' 03 4, 7, 4P - - - 1 1 1 ] 1 1 #12 l.LS.N.S. - 2 2 2 2 2 2 4 - < ❑7 1 DLC ' i I I I I 03 26-4-80 30' 25'(45') 15' 20OW ►rayon 12V MAS SV-1-T SP-1-CS 2 1 - - - - - 3' S' 12C I I I I ® 15 30' - 15' 20OW - - SV-2-TA SP-1-CS 4 2 - - 2 1 * 3' - 3' ® 2, 1, 2P - - - - 3#20 EVP - 1 1 1 1 2 2 4 4 � I I I 4-4-80 W creek e�w - - - - - - - - - � p I 05 2 30 35 15 200 WY ssoo 2-MAS SV 1 T SP 1 CS 4 2 3 3 05 6, 6P - - - - - 1 ] 1 1 12PA1R#19 SIC - - - - - - - - - � I © 15 30' - 15' 20OW - - SV-2-TA SP-1-CS 1 (6) 3 - - 4 2 * 3' - 3' © 3, 4P - - - - - - 1 1 1 0 1 - - 3 - - - - 3 3 i i 07 26-4-80 30' 30'(45') 15' 20OW wbm 124V00 2-MAS SV-1-T SP-1-CS 1 (6) 3 - - - - - 3' 5' 07 3, 8, 8P, OL - - - - - - - 1 1 0 2 - - - - 2 2 2 2 2 ® 15 30' - 15' 20OW - - SV-2-TA SP-1-CS 8 4 - - 6 3 * 3' - 3' I I I I I 09 1A 7' - - - - - - - - - 2 1 - - - -4' 12' ® Z, 6, 6P - - 1 - - - - 1 1 0 8 (FUT 03) 2 2 2 - - - - 2 2 \ 2' I ® - - - - - - - - - - - TOTAL 1 2 3 1 2 3 4 $3 8 DLC 0 4 - - - - - - 2 2 2 � ,� I I 1A 7' 2 1 -3' 5. 1 1�4• ® 12' 1 12' 1 1 14' S I I I Ol 8PPB - 1 1 - - - - 1 1 0 2 (FUT 05) - - - - 2 2 2 2 2 I I * PLACE BICYCLE PUSH BUTTON WITH SIGN BELOW BUTTON NOTE. POTHOLE POLE FOUNDATION LOCATIONS PRIOR TO ORDERING POLES. 1 1 I I ON STREET SIDE OF SIGNAL POLE. CONNECT TO CONTROLLER (2 2PP8 8 BPB 2 2 2 - - - - 2 2 0 1 (FUT 06) - - 2 - - - - 2 2 'I I I BICYCLE INPUT. I I ! l 1 - _ - - - I I I I (XX) FUTURE LENGTH OR PHASE. 30 2PP8 - 1 1 1 1 1 1 0 4 (FUT 07) 2 2 2 2 / � I 2 1 III I I ® 4PP13 2 RP13 - - - - 2 2 2 2 2 0 8 3C I I 50 4PPB - - - - - 1 1 1 1 TOTAL 5 5 12 2 4 4 6 18 18 ' 1 a i I I I I PHASE DIAGRAM CONDUIT SIZE 12.5"3.5" 4" -2 3" 3.5" 4" -4 -4 1 DLC 4 1GROUP A GROUP B ® 6PPB 4 BPB - - - - - - 2 2 2 � �� _� I I I I I I /�❑ 7 6PPB - - - - - - - 0 1 1 1 II 4 2 0 8PPB 6 BPB - - 2 - - - - 2 2 I III I 1 2 90 2EQ.PB - 1 1 - - - - 1 1 I 1 07L 21C, 216 �SER►iICE) 2'C, 3#10 & 2#12 3 FUTURE 2EQ.P8 - - - - 1 1 1 1 1 QUADRANT 11 I I \ PEDESTRIAN PUSH BUTTON LOCATION PHASE 1 PHASE 2 PHASE 3 PHASE 4 TOTAL 2 4 6 1 4 5 7 14 14 I I 1 E \ (TOP VIEW) I I � 2-NI M4 5 s z 1 � p I 6E \ FUTURE FUTURE FUTURE I — 1 SEE DETAIL �' PHASE 5 PHASE 6 PHASE 7 PHASE 8 i� © 6 r ---- ♦ P - 6 - / F=16' 1 DLC � i o II i AVEIN Un E08 WTSON 0 1 OL ❑71DLC �8 (FT �3) - - - -- -- - -- - O-�; 6 -- — — — -- --- -- -- -- _ -- -_ -- -- -- -- - (FUT3)� y, , 1 (FtJT 06) - 1 0 � I �, 02 \ - �� _ fiJT 2-E-i6 - - - -, ) (fUT 1-E-i6) I - -- - - - - - - - - 250' To ~ 1 (FUT �6) p - - - - - - - - _ - - - -- - -- - -_- - _- -_ - - - - - - X-WALK r- 5 it I I SEED IL 'C' , 3-E-0 1(fUT AB) � � � 5-E-0 1 18+00 4 19+00 ----- — — I — �, ,3-W-i2 20+00 I I I — — — -w-�z I � �, 22+00 23+OC - I �.} - - I - - - 2-E-i1- o I , ' FUT 5), — — — `r SEE DETAIL 'C" I I n - cV I N I N 250' TO �` 0\ p I MEDIAN X-WALK I'� I 02 - -- --- — 1 t 2 • I�I 1 � � r� 6 ' 02 - 4 ---- - .' � o (FUT 07) �r 07 1 DLC ? 1 DLC �4 41,� + �F ll - — - _ - - --- -- -- — FUT 07) �� +- 04 , - /w 8P - 1 -- CONSTRUCTION NOTES : \ �`` � _ �� Of - ❑1 FURNISH AND INSTALL ECONOLITE ASC/2S SYSTEM CONTROLLER AND ECONOLITE 16 CHANNEL MMU CONFLICT MONITOR, 5 1'I 6 / TELEMETRY INTERFACE PANEL, SM66 TERMINAL BLOCK AND SDLC CONNECTING CABLES WITH DETECTOR SENSORS AND1 1CY 1 " AUXILIARY EQUIPMENT IN A TYPE "R" CABINET. INSTALL CONTROLLER CABINET ON FOUNDATION AND PAD PER DETAIL �'1<< 5EE DETAIL B ON SHEET 1 OF 4. EXACT LOCATION SHALL BE DETERMINED BY THE ENGINEER. SEE SPECIAL PROVISIONS. \ \ ��,� 2 -08 �p bG 101 UL � ONI U 11 �pOiGGG. LJ ❑2 FURNISH AND INSTALL TYPE III BF SERVICE WITH 120V/240V SERVICE. SIGNALS AND IISNS SHALL BE METERED °� , o WITH 50A BREAKER FOR SIGNALS, 15A BREAKER FOR IISNS. SAFETY LIGHTING SHALL BE 30A BREAKER UNMETERED y j j / W C.> rt' PER CITY STD. 407 AND THE SPECIAL PROVISIONS. ❑3 N/A DETECTOR SENSOR TABLE \ ' SENSOR CIVIV r ® N/A \ �� I I � DETECTOR LOONSORR CONTROLLER ./rF OF CA`1�o��� ❑5 INSTALL SINGLE INPUT/OUTPUT OPTICAL EVP DETECTOR. I 7 1 DLC No. CHANNEL �1,� �/ 1 3-N-04 1 7 © N/A I I , 2 4-S-08 1 3 7❑ INSTALL 1 1/2" CONDUIT AS INDICATED. \ \ MEDIAN —� �� 8 2 1 4-N-04 3 15 ® INSTALL 2" CONDUIT WITH PULL ROPE AND #5 PULLBOXES AT MAX. 600' ON CENTER FOR FUTURE INTERCONNECT. 2 S-s-OS 3 SEE STREET IMPROVEMENT PLANS FOR DETAILS. / 1 1-N-04 2 4 9 INSTALL 3" CONDUIT AND CONDUCTORS AS PER SCE REQUIREMENTS. I I 11 3 2 2-N-04 4 12 ❑ I iCrry ® / ' ! ' 4 1 ,-s-OS 2 8 NO. DESCRIPTION OF REVIMON DATE N A ©1 SERVICE POINT (HAND HOLE TO BE NUMBERED AFTER INSTALLATION PER DRY UTILITIES PLAN). - �' I I I 2 2-s-08 4 ,6 5 1 3-S-08 2 16 CITY OF RANCHO CUCAMONGA j 1+ T 2 5-E-01 2 6 2 1 1I I 6 1 4-E-01 4 14 ,, I , 4 12' 12' 14' 16' , 2 1-W-02 2 2 TRAFFIC SIGNAL INSTALLATION PLAN 7 2 1-E-02 2(FUT1) ,° DAY CRF K BOULEVARD AT I 8 1 2-E-01 3 9 ILSON AVENUE I I 1 i 2 3-E-01 1(FUTAB) 9 RANCHO ETI AA �J � i � � � 1 3-W-02 1 5 GRAPHIC SCALE �J � Y I I I I 2 4-W-02 3 13 0 10 20 40 60 QO o I I I I I 7 1 DLC 1 EVP 0, & 06 EVP 3 C�SIN (( ((� �� ( ( RCE• 4953 Lb I I , 10 2 EVP 02 & 05 EVP 4 1 1 EVP 03 & 08 EVP 5 OEN ( IN FEET ) MEDIAN 1 I i 2 EVP 04 & 07 EVP 6 Bw 41 Corporate Park Tl� 1 inch = 20 ft. `� I Suite 210 ::.. . I1 _ 08 )SIEFLORE A � - !Typ y�i� III I I Irvine, CA 92606 � 1 8 Bw URBAN 0 Phone: (949) 660-1994 / �1'W DIG' I CRlDllPI'A[11 Fax: (949) W-1911 2 O_U _D_IG CARLETON WATERS R.C.E. No. 52916 0� mm DATE 12 31 02 RLE NO. 1803-S TOLL FREE `- `` '-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT PROJECT SHEET N0. OF Filename: T1D Ootv DOOT 3, 2Q02 ............... ba I,1 11'1,Ito m 11 a III,I log 110mmm-101I wilm m agim 0 100 mismomm" IN@ i g IN OWN 14 NOW#A MINIM 1, "Imomy 0010m."d b oil Im 1 1111111111111110 1 am 111,1111501simm 1 P L`E SCHEDULL CONU..CTOR SCHIED UXE CONUX""rOR SC*��� ------- SIANDARD s tv SIGNAL M.7-G. AA I-i f-04 PPB PPB EQ EQ BIKE BIKE POLE LOCAT[ON A A. LUMINAIRE J.L�S.N.S. SIG., M.A M.A PWE,:QUAV PW, E!QUA HEIGH REMA KS, R TYPE JtUk VEHICLE PED S.C.C. POLE 7 15\, S.C.C. CIRCUIT NO. T A WCUT—OFF TYPE pwE!QUAD D , L aid .......... 2o 2P COMMON, #10 BLVD 00 Day cmek "AS SV-1-T SP-1 IT 24-4-80 30t 20'(35 ) 15' M cs 8 2 W T 000 4 1 DLC 14' , 5 71 8P LUMINAIRES t 7 7 T 1 1 2 2T 2 2 F (0 1 15 30 15 20OW SV-2-TAISP-1-CS 2 1 8 4 3 U 2 0�� 4,, 7, 4P #12 1.1.S.N.S. 7 2 2 2 2 2 2 4 U3 6-4­80 25#(40v) 15 20OW t 30 MAS SV-1-T SP-1-CS 2 1 13"' 3 12C t Jr 0 I �: TV-2- 1,A 2 2j 6, 2P 1 3#20 EVP 1 1 1 1 2 2 4 4 T ISP-1-CS 4 1 2 115 3 U5 24-4-80 30' 20'(35 ) 1.5' 20OW �DW NO BLVD MAS SV-I-T SPI- -CS 4 2 woo 9 5 6o 6P 12PAIR#19 SIC A It ? 3 4 30 1 15" 3 3, 4P 0 6 (FUT 0 1) 4 4 ST 4 26-4-80 30 2 5 (40 -1-T SP-1-CS:: t 15 20OW &m" MAb SV 6 3 11 3 J, 8, 8P 0 2 4 4 4 4 4 t 1A 10 4 6 3 14 3 f Z 6, 6P 01 (FUT 03) 5 5 5 5 5 M'11 DLC 1A 7 9 2 1 U ...... 5 10, DLC 8, 4 2 1 at 9 TOTAL 1 2 2' 3 8 0 4 5 5 7 _I 51 -TON WITH SIGN BELOW BUTTON - OT 8PP8 0 2 (FUT 05) PLACE BICYCLE PUSH BUI 4 4 4 4 4 NDT . :p HOLE POLE FOUNDATION LOCATIONS PRIOR TO ORDERING POLES. ON, STREET SIDE OF SIGNAL POLE. CONNECT TO CONTROLLER 2PP8 :8 RP13 0 6 BICYCLE INPUT. 2 2 2 2 2 4 4 4 REMW XX FUTURE LENGTH OR PHASE. 2PPB 0 4 (FUT 07) 5 51, PHASE DIAGRAM 8; 0 8 5 5 4PP6 2 BPR 2 2 2 2 � 2 5 5 5 GROUP A UP B GRO 3C 4PP8 TO TA L 10 1,� 10i 18 8 8 18 36' 3'6 4 COND0T SIZE 2 2 4E 6PP8 4 BP8 2 2 2� 2" 3.5 4' LL3.F 4 -2 U7 6PP8 - ` , — - - I �1 � T I r i z 8PP8 6 8P8 2' 2 2 A FUTURE FUTURE 16 1 12 1 14 3 2EQ.P8 QUADRANT PHASE 1 PHASE 2 PHASE 3 PHASE 4 'OCAT DE J PE STRIAN. 'PUSH BUITTO.N L ION 2MPB 1 7 IT (TOP ViIEW) A TO TA L 2 4 6 1 4 5 11 7 14 14 CN� 1 A- Y CD:: % J -*C,, 3110 & 2112 fpc FUTURE FUTURE 2-A�1-04 PHASE PHASE 6 PHASE 5 PHASE 7 8 % 9F 6r 6 T 01 DLI 1 DLC —7 D p qqwwmmwmmmmnw GOMM milli mom in- I ,J6 6 AA mown=* �04 w. ..... 7"' Ill so m-mig, m Nis am, as �08 08 U 03) ........ ......... Ask 08 it R34 ]02 06 u1my d FUT 03.r� (FUT 05) —4- -4 2 TO, 34 - 4, ,30, to mat.... N A-11 7­1 X-WALK 7,'rq A 00 39 4 V %J-W-02 4-W-021 5 40+00 -4. 42+00 (FUT 5 min..it.mwmq s i 43 00, 4­4­406 J�&46_ FUmamw 01) I-W-02 --map..... C-14 230' TO ldft� one Lic X-WALK X IT DR34 r 01) (FUT 0 7 02 a-womm ZZ 6 04 ;1N (FUT 07)� 6: 1 0:4. -MEMNON Noll aw"111 91101 0 N I 1 DLC zr ,ED1 DLVC M I MIN f C 01 NSTR U CTIO�N N OT E S)' 4 i ISH AND INSTALL ECONOLITE ASC/2S SYSTEM CONTROLLER AND: ECONOLITE 16 CHANNEL MMU CONFLICT MONITOR, FURN 'TELEMETRY IL INTERFACE PANEL, SrM66 TERMJNAL BLOCK AND SDLC CONNECTING CABLES WITH DETECTOR SENSORLS 08 AN D INSTALL CONTROL AUXILIARY EQUIPMENT IN A TYPE "R" CABINET. LER CABINET ON FOUNDATION AND PAC) PER DETAIL ON, SHEET 1 OF 4. EXACT LOCATION 'SHALL BE DETERMINED BY THE ENGINEER. SEE SPECIAL PROVISIONS. 4� 8T FURNISH AND INSTALL TYPE 1111 BF SERVICE WITH 120V/240V SERVICE. SIGNALS AND IISN'S SHALL BE METERED �R SIGNALSS 15A BREAKER FOR IISNS. SAFETY LIGHTILNG SHALL BE 30A BREAKER UNMETERED WITH 50A BREAKER FO PER CITY STD. 407 AND THE SPECIAL PROVISIONS. 4 N/A t�NSTAILL SIGN' PER GALT,RANS STDS. ON SI­G:NAL WAST ARM. �51 14 12 12. 14 15" EVPr INSTALL SINGLE INPUT/OUTPUT OPTICAL DETECTOR. IX IIECTOR S84SOR TAME 2 SENSOR N/A 'LOOP PER CONTROLLER, 7 11 DLC DETECTOR SENSOR INPUT INSTALL 1 1/2" CONDUIT AS INDICATED. No. ICHANNEL 3-N-Or4 7 tNSTALL 27 CONDUIT WITH PULL ROPE AND #5 PULLBOXES AT MAX. 600" OIN CENTER FOR FUTURE INTERCONNECT. SEE STREET IMPROVEMENT PLANS FOR DETAILS. 2 4-S-08 3 4-N-04 1 15 INSTALL 3" CONDUIT AND CONDUCTORS AS PER SCE REQUIREMENTS. 2 5-S-08 3, N/A 1 N­04 2 4 SMACE POINT (HAND HOLE T01 BE NUM-13ERED AFTER INSTALLATION PER DRY' UTILMES PLAN). 2 2-N-o4 4 12 1 1-S-08 2 81 4 MEDIAN 2 -S-08 4 16, 8T C o e ct o r P r o e ct 2 C""v" D D, 1 3-S-OrB, 2 16 Al GRAPHIC SCALE (""'�w''I D "onst ­ruc1_­,,t 'Ion No4--es c" RFTM OF REVI" 2 5-N-04 3 6 I � i ­ '14k D M- iDATE 0 10 20 40 6,OL go APPW.WM 1.2 1 s 1c,a.1 L ]IL,"'1 2 0 A r u b e a k i n, 1 5-S-08 14 11111-11111 � I p 2 I-W-02 2 2 m e gEm,r e c-1. -p o-_t-It-Ji-o n o p o w e r u e d e s t a p C ITY 0 RANCHO CUCAMONGA 1 2-W-02 4 10 f -'1111 n e x 3 'Ia, IN FEET 13 P u_-L.J 3 #]111_1'_;f'1 1HHN condt],Tctors o n du.111-1 s 1( U 2 1-E-017 F T 1) 1 mich 20 ft, uc.2.,J,.­ncf wa t te L 1' g h o n e c t o r s 2-E�01 3(FUT 1) 91 8i TRAFFIC� 810! AL INSTALLATION PLAN, ITRON Co_,' 1_er-­o-r- to lra'il.nd Mount "'l) CCU100 2 .......................................... 1 3-W-02 5 DAY CRE,-.77-K, OULEVARD AT 9 _i eciht ol,.-.,- 2 4-W-02 3 13 BANYAN ST'P,,rt EVP 0 1 & 0-6 'j, EVP �3 10 A 2 EVP 0 2 & 05 EVP 4 RANC,THO ET[WAR! c> 1 EVP 03 08 EVP 5 I I i i al,it AM ROVM 2 EVP 0:4 & 07 EVP 6 1 DLC DAM -4-9- MINM RM*- 2 5.3 WINMINWARmb MENWA, pwmm�w`wepr wrat 61)i 08 t ' 12P E* Owl' 41 Corporate Park A Suite 210 y Irvine, CA 92606 SHM DIAL Phone: (949) 660-1994 ITM Wam1m; URBAN BEFORE OF C k16 ow (:9L49) 6601-1911 DAYS BMW Fox- 3 4 FROMM YOU DIG ym 1)1 G _0 W.......p____ CHEM" 52916 mrm m "m TOLL FREE 1-800-227-2600 CARLETON WATERS R.C.E. No. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT N I amwmangm N LIN 803600s DATE �92 FlLE NO. Filename: T3D PROJECT SHEET NO. OF 1 09* sulro." 36 2M mommm mmall pill"01111am1 11 magam1w --mmis I I polls C, I q1N L=E ' C POLE SCHEDULE CONDUCTOR SCHEDULE CONDUCTOR SCHEDULE STANDARD HPSV * SIGNAL M.T.G. POLE LOCATION LUMINAIRE I.I.S.N.S. PPB PPB BIKE BIKE REMARKS S.C.C. POLE/PASS i 2 3 4 5 6 8 9 S.C.C. CIRCUIT 1 2 4 5 6 8 9 I li N0. TYPE HEIGHT SIG. M.A. LUM. M.A. 90• CUT-OFF TYPE VEHICLE PED PHAS QUAD PHAS QUAD B E C I 8 �1 2, 2P - 1 1 - - - - 1 i #10 COMMON - - - - - - - - - ❑7 1 DLC I a li I I �1 24-4-80 30' 20' 15' 20OW Dar Creek 6200 V MAS SV-1-T SP-1-CS 8 4 - - - 1 1 ' 3' 20 7, 8P 1 i 1 - - - - 1 1 LUMINAIRES 2 2 2 2 2 2 2 4 - ' I N I (MEDIAN _ _ _ * _ LO 15 30 15 20OW V-1-T SP-1-CS 2 1 8 4 13' 3 12CDR 4, 7, 4P - - - 1 1 1 1 1 1 #12 I.1.S.N.S. - 2 2 2 2 2 2 4 - I I II �3 26-4-80 30' 40' 15' 20OW vmta9e 12300 2-MAS SV-1-T SP-I-CS 2 1 - - - 16' 3' ® 2, 6, 2P - - - - 1 1 1 1 1 3#20 EVP - 1 1 1 1 2 2 4 4 ® 1 A 10' - - - - - TV-2-T SP-1-CS 4 2 2 1 * 14' - 3' 05 6, 6P - - - - - 1 1 1 1 12PAIR#19 SIC - - - - - - - - - �5 24-4-80 30' 20' 15' 20OW Dr creek B lown MAS SV-1-T SP-1-CS 4 2 - - - 1 1 ' 4' II II © 15 30' - 15' 20OW - - SV-1-T SP-1-CS 6 3 4 2 * 14' - 3' © 3, 4P - - - - - - 1 i 1 0 1 - - - - - - - II ' 07 26-4-80 30' 45' 15' 200W Yea 2-MAS V-1- SP-1-CS 6 3 (2 3, 8, 8P - - - - - - - 1 1 0 2 - - - - 3 3 3 3 3 7 2 DLC I II II I ® 1A 10' - - - - t2400 - TV-2-T SP-1-CS 8 4 6 3 * 3' - 3' 8 2 6 6P 2 2 2 2 2 ' i 1 1 *4(J PLACE BICYCLE PUSH BUTTON WITH SIGN BELOW BUTTON NOTE: POTHOLE POLE FOUNDATION LOCATIONS PRIOR TO ORDERING POLES. I II II DLC 4 - ON STREET SIDE OF SIGNAL POLE. CONNECT TO CONTROLLER TOTAL 1 2 3 1 2 3 4 8 8 - - - - - 3 3 3 II II I BICYCLE INPUT. �1 8PP6 - 1 1 - - - - 1 1 0 5 III DETECTOR SENSOR TABLE �2 2PP8 1 1 1 - - - - 1 i 0 6 - - 3 - - - - 3 3 � � I II I II SENSOR LOOP PER CONTROLLER II ' II II DETECTOR SENSOR INPUT 30 2PP6 - - - 1 1 1 1 1 1 0 7 - - - - 2 2 2 2 2 No. CHANNEL ® 4PPB - - - - 1 i 1 1 1 8 3 3 3 - - - - 3 3 I I II II 1 3C , II II I I 2 1—S-03 1 3 50 4PP8 - - - - - 1 1 1 1 TOTAL 5 5 8 - 5 5 8 16 16 I) III ' 2 1 2—N-07 3 15 6 6PP8 - - - - - - CONDUIT SIZE 2.5 3" 3.5 2" 3" 3.5" 4" 2-4 -4 I I II I! 8 4 2 2 2—S-03 3 11 1 1 1 Ld ( II I 1 1 1-N-04 2 4 �7 6PP6 — — — — — — — 1 1 !I II ' 3 2 2—N-04 4 12 I I 3 4 1 3—N-04 2 12 ® 8PPB 1 1 1 II II I QUADRANT 2 1-s-08 3 8 TOTAL 1 2 3 1 2 3 4 8 8 2 II PEDESTRIAN PUSH BUTTON LOCATION 1 2-s-08 4 16 0 I, 13' 11' 12' 10 2' III 14' 5' 9 (TOP VIEW) 5 2 3-S-08 2 16 I i 2 I 6 1 1—E-06 1 6 I MEDIAN ' ITAYL (DR 2 2—E-06 2 14 it II N7 2 2—W-02 1 EVP 06 EVP 3 2 10 II II II ', 2"C,11 �I(SERVICE) "C, 310 k 2,f 12 8 2 EVP 02 EVP 4 PLACE g 1 EVP 03 & 08 EVP 5 2 I 6E 2 EVP 04 & 07 EVP 6 _ I 2— 8 —04 II II I•'0 6E 01 DLC 61 DLC _ / ! _��� -- •� - � D� T F-415" r 6 ------- — _ - - -- -- 5 - � TAGEVIN DRIVE i 038 06 - - -- 5 R7 06 3-3 d '� 1-E--16 22+00 22' /y 2t+loo -_ --------�- 5 4 R34 II ,I r —_ - - - - -2-E-i6 20+oa - � - -- _ 22' 06 I II 1�9+00 - - - __ - _ _--- - �: ,y 230' TO 230' TO 18+00 I �— - -- - - __ X-WALK X-WALK _-- - - - - - _ _ - a 16+00 — - -- - _ \ ❑ -- ---- - -- - - -- - - - - - =- �zWl� _ � � I 4R34 � - - - --- - __- =_ _ - - - _- _ _ - -- ®R73-3 .I II o j —R/w6 II II 207 RIVE O VINTAGE "' - - - - - - - 07 1 DLC ❑7 1 DLC — - / 6 ' 03 `� 5 CONSTRUCTION NOTES : I 8 I PHASE DIAGRAM ❑1 FURNISH AND INSTALL ECONOLITE ASC/2S SYSTEM CONTROLLER AND ECONOLITE 16 CHANNEL MMU CONFLICT MONITOR, ^r N' 14' 12' 12' II 11' 13' TELEMETRY INTERFACE PANEL, SM66 TERMINAL BLOCK AND SDLC CONNECTING CABLES WITH DETECTOR SENSORS AND GROUP A GROUP B AUXILIARY EQUIPMENT IN A TYPE "R" CABINET. INSTALL CONTROLLER CABINET ON FOUNDATION AND PAD PER DETAIL 2' I I I ON SHEET 1 OF 4. EXACT LOCATION SHALL BE DETERMINED BY THE ENGINEER. SEE SPECIAL PROVISIONS. I II I GRAPHIC SCALE Q FURNISH AND INSTALL TYPE III BF SERVICE WITH 120V/240V SERVICE. SIGNALS AND IISNS SHALL BE METERED 0 10 20 40 60 BO WITH 50A BREAKER FOR SIGNALS, 15A BREAKER FOR IISNS. SAFETY LIGHTING SHALL BE 30A BREAKER UNMETERED ( I I PER CITY STD. 407 AND THE SPECIAL PROVISIONS. 0 N/A - ( IN FEET ) ® INSTALL SIGN PER CALTRANS STDS. ON SIGNAL MAST ARM. 7 1 DLC 1 inch = 20 it. 05 INSTALL SINGLE INPUT/OUTPUT OPTICAL EVP DETECTOR. - II © PHASE 1 PHASE 2 PHASE 3 PHASE 4 N/A 7❑ INSTALL 1 1/2" CONDUIT AS INDICATED. I II I I i i II I ® INSTALL 2" CONDUIT WITH PULL ROPE AND #5 PULLBOXES AT MAX. 600' ON CENTER FOR FUTURE INTERCONNECT. MEDIAN SEE STREET IMPROVEMENT PLANS FOR DETAILS. 9 -T INSTALL 3" CONDUIT AND CONDUCTORS AS PER SCE REQUIREMENTS. ❑ ' CRY ® N/A I NO. DESC PTION OF REVISION DATE �,. ©1 SERVICE POINT (HAND HOLE TO BE NUMBERED AFTER INSTALLATION PER DRY UTILITIES PLAN). LLJ ;,I PHASE 5 PHASE 6 PHASE 7 PHASE 8 CITY OF RANCHO C U CAM O N GA TII TRAFFIC SIGNAL INSTALLATION PLAN DAY CIVIC BOULEVARD AT VIK"TAM DRIVE RANCH O ETIVOANDA O Y Q II 3 II I 7 1 DLC DATE: e�oFEssio APPROVED 8Y: . 1 - i x I 1 �`� 4 N 4/Ff CITY ENGINEER ,( � (.I���f �� �L ' t�� RCE: 24953 8 MEDIAN — Qe � m BW �j1� ' W Q 41 Corporate Park _ . �' 01111 Irvine, CA 92606 DIET I it II 1—$—� I � Suite 210 Nw.1:'l.N.SwMVwlN � :::.ti::•.wn1Mv.N ' � � -- BIAL � * URBAN Phone: 94Fax: (949) 6 —19 4 EFORE DAY ] Of 4 YOU DIG Y DIG J rF Of CAk. CHreM. CARLETON WATERS R.C.E. No. 52918 01 %-!o to $ TOLL FREE 1-B00-227-2600 r- � A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT f DATE 12/31/02 F1LE N0. Filename: T5D PROJECT SHEET NO. OF Odw WnVW"- 10, 2D03