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Home My WebLink About1682-S �r r. SEE SHEET 2 SEE SHEET 2 SEE SHEET 3 SEE SHEET 3 SEE SHEET 4 r- o F'. DAY CREEK BOULEVARD ----------------- w z z Ln -- -- _ 1► �— _ Z<uia W � Q = Q �o of Q ;g wo � �o = m m N �a o m J .n < _ - Ln d ,r r INDEX MAP -------------------- ---- N07 TO SCALF SR 210 FREEWAY 11GhLAND AVE Sit VERBERRY ST PROJECT SITE VICTOR!,', PARK �A PING SUGAP (,U!" 5T z � a = O U m BOULEVARD BASE LINE ROAD SIGNING AND S RI PLAN —---------- SIGNING AND STRIPING NOTES: DAY i w details snd dimensions for traffic striping and markings and the installation Y e + 1 � ai�ereof shall conform to Caltrans, Standard Specifications, 'raft c Manual, Maintenance CREEK �� e Manual and Standard Plans and City Standard Plan No. 133, unless of o herwise approved or directed by the City Engineer. 3 GHLIRGH STREET 2) Procedures for painting of striping and pavement markings and installation of �I { pavement markers shall conform to the Standard Specifications for Public WorksBASE LINE ROAD TO HIGHLAND AVENUE < o) P Construction and the following provisions. Q A. All pavement markings shall conform to city maintenance stencils, (S.A.E.) unless p otherwise noted. EOOTt11LLl BLVD B. All conflicting traffic striping and pavement markings shall be removed by WET SANDBLASTING. I C. Sufficient control points and spotting shall be set for accurate and complete installation of new or replacement striping and markings D. All control points and spotting removed during sandblasting shall be replaced prior to installation of striping and markings. E. All control points and spotting shall be inspected and approved by the City Traffic Engineer prior to installation of new or replacement striping and markings. F. All traffic striping and pavement markings installed an new road surfaces shall VICINITY MAP be an approved low VOC type, 15 mil thick (wet). Installation shall be in two coats NOT TO SCALE with the second a minimum of two weeks after the first, unless otherwise noted. G. All thermoplastic smping and pavement markings shall be installed in one coat and be 10 mil thick (dry), unless otherwise noted. H. Under no conditions shall a roadway be left over night, weekends or holidays without appropriate striping and markings to the satisfaction of the City Engineer. CONSTRUCTION NOTES I. All traffic strong and pavement markings shall be installed with all appropriate permits and traffic control measures, in accordance with city and state standards. 10 APPLY 4" SKIP WHITE LANE PER CITY STD. PLAN 133. J. Temporary or construction striping and marking shall be in accordance with cAy and O2 APPLY 8" SOLID WHITE STRIPE PER CITY STD. PLAN 133. state standards and as directed by the City Traffic Engineer. Q3 3) Street Name Signs shall be installed per City Standard Plan No. 401 —A LIMIT LINE BAR OR CROSSWALK PER TRAFFIC SIGNAL PLANS. O APPLY DIRECTION ARROWS do PAVEMENT LEGEND AS SHOWN 4) Traffic Signs shall be installed per City Standard Plan No. 401 -B 4 ON PLAN. CALTRANS STD. 6-22 AND 6-23. O5 INSTALL R26(S) "NO STOPPING ANYTIME" ON ST LIGHT POST. © INSTALL R18-1 "RIGHT TURN ONLY" O7 INSTALL W41 "SIGNAL AHEAD" ® INSTALL W56 "DOUBLE ARROW" Q9 INSTALL W7 "SIDE ROAD SIGN" EV/SF Fau2 LEFT Td�tit/1�CXET .ST.C/Al M4 �XDZC zmi-cb 8��oa/ta�z zs �'2-44 �� 0 C-s 1 1 APPLY 4" SOLID YELLOW STRIPE PER CITY STD. PLAN 133. -- - ----- ----- -- ---- - - -- - - - 1© APPLY 4" SOLID WHITE STRIPE PER CITY STD. PLAN 133. NO . H S C R I P 1 I O N of RI- VISION DATE APPROVED PRIVATE ENGINEER'S NOTICE TO CONTRACTORS: 1® INSTALL N-1 MARKER PER CITY STD. PLAN 130. CITY of RANCHO CUCAMONGA THE EXISTANCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES 14 INSTALL G7 "STREET NAME SIGN" - SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; TO ® �.. . SIGNING AND STRIPING PLAN THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE 1 INSTALL TYPE "H" MEDIAN LINE MARKERS PER CITY STD. 133. ( e•. SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIARY 1Q INSTALL R10 "ONE WAY" ✓ ' . MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE BASE LINE ROAD TO HIGHLAND AVENUE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE 1® "SIGNAL AHEAD" PAVEMENT MARKING AND SIGN, PER TRAFFIC SIGNAL PLAN. Q �� DAY CREEK BOULEVARD UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. 1® INSTALL TYPE "K" MARKER TRACT N 0. 1 THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY ® INSTALL R34 "NO U-TURN" � 5875 FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS L ®1 INSTALL R17 "NO LEFT TURN" �� TON �9 APPROVED BY: DATE: 1�PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL a - _ APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE CITY ENGINES _ - __- __ ____a' ___ __ — RCE NO 24953 CONTRACTOR SHALL- DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER ® INSTALL R61 -13 No. 14814 r� HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH * Exp: 3-31-01 * DESIGN RECO MENDED THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING clv1� �P S�MF —JA& FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. �� a' of DRAWN of SHEET CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT MF ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 1 OF CHECKED �L s RCE No 14,814-- DRAWING NO. DATE 11 j01/99_ FILE No L 6 a 0�-S 14 ` 0 2 13 + 0 rn U, 8 � Q C7 = to V) r: N L + 0 1 10 12 1 `a ^YQ; NN — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —� — — — — — — — — — tV + 3 100 0 — — —�' MEDIAN p TYP• 16 0 11 100 - 2 4 TYP. 16 r' - 19 - 3 _ 21 N 22 23 24 25 _ 8 27 19 28--- — --- 29 1 1 --- -- 30 L < a ---__. � W � 1 _ � n m (WITH FUT RE 11 = L J W W — — — — — — — � — — — — — — — — — — — — — — — — — — — 100 SIGNAL) � � Ln W 2 — — — — — — — — — — — — — — — — — — — — — — — — — (TYP.) — — — — — — — — — — — — — — — _ W i1= It o CURB & GUTTER N N Z 'W N +... U) U N 18 N _ LO co N ,n + 00 z N 14- + + (n + 04 N r � N N 6 ' N N LOH Q + Q 1 1 ' 22' 22 1 1 Q Q + Q a^ N N N N LLJ N V) 5 = N N 5 5 SUGAR GUM STREET 5 5 (n M 5 5 14 14 CONSTRUCTION NOTES tz 3 DAY CREEK BOULEVARD 1 O APPLY 4" SKIP WHITE LANE PER CITY STD. PLAN 133. . L 0 02 APPLY 8" SOLID WHITE STRIPE PER CITY STD. PLAN 133. 0 14 03 LIMIT LINE OR CROSSWALK PER TRAFFIC SIGNAL PLANS. Q 4 APPLY DIRECTION ARROWS do PAVEMENT LEGEND AS SHOWN O O ON PLAN. CALTRANS STD. 6-22 AND 6-23. SEE DETAIL "A" FOR INTERIM STRIPING O OAK CREEK COURT 05 INSTALL R26(S) "NO STOPPING ANYTIME" ON ST LIGHT POST. z F � Z —1 N J © INSTALL R18-1 "RIGHT TURN ONLY" 6 12' 36' 12' 07 INSTALL W41 "SIGNAL AHEAD" Lij m I W E ARROW" I 8 INSTALL 56 "DOUBLE C� R/W 0 " IO 4 4 7 09 INSTALL W7 SIDE ROAD SIGN m 11 2 + APPLY 4" SOLID YELLOW STRIPE PER CITY STD. PLAN 133. 270' R/W - 1© APPLY 4" SOLID WHITE STRIPE PER CITY STD. PLAN 133. I 200' 1 f3 3 — — — — _ � — 1© INSTALL N-1 MARKER PER CITY STD. PLAN 130. _ - _ _ _ _ _ _ �, g 8 4 = 250 200 4 — — — _ �., — i — 1 12 N O+ 1q INSTALL G7 "STREET NAME SIGN" I —" — 13 0i o DETAIL 40A 1 250' ,2 J, 1a M TYP. 16 MEDIAN — - — 1 1 — 9`7-100 - C) tz N 1® INSTALL TYPE ""H" MEDIAN LINE MARKERS PER CITY STD. 133. - 15 ' 2 4 19 —100' 19 �' < � 1Q INSTALL R10 ONE WAY 16 ----- - -- - - - ,s -- _ o 1® "SIGNAL AHEAD" PAVEMENT MARKING do SIGN, O / — — — — — 1 — — — — —� — — — — — — — I 2 — 12 10 t PER TRAFFIC SIGNAL PLAN. z 1� — — — — — — — — — — — — — _ 100 4 _ — _ — _ — — — — — — — 19 INSTALL TYPE K MARKER CURB & GUTTER Z W ® INSTALL R34 "NO U—TURN" / - `n V I �1 INSTALL R17 NO LEFT TURN _ - - --- - N N CD T INSTALL R61-13 R/W o f~ N 'n � R N � O M I O I ♦ N + z sF + 0) L0 — ♦ + Q � t\ Q Q W ` 5 � m I � � � I 14 5 5 5 5 DAY CREEK BOULEVARD BERTRAND DRIVE 6 6 300' 200' `l `1 12" SOLID WHITE KY all RY 7 22 270' 23 DETAIL 40A — - 1 1 270' 2 / 4 12" SOLID YELLOW 4 4" DOUBLE SOLID YELLOW — — — — — s — — — — — — — NO . DESCRIPTION of REVISION DATE APPROVED 1 - 12 13 14 - - - — - -- ----- -- - - -- - _ - —15 7 - — - - CITY of RANCHO CUCAMONGA - - ------- - ,9 20 ` SIGNING AND STRIPING PLAN STA. 10+00 TO STA 31+00 - - DAY CREEK BOULEVARD - - TRACT NO. 15875 APPROVED BY: - Al E: - — DETAIL "A" � y�Q CITY ENGINEER ----__ _� _ _ _--- RCE No 24953 `y 1 , DESIGN RE MMENDE:D INTERIM STRIPING DETAIL No 48 S L�M F . . �� .. _-� Exp: 3-31-01 {� SCALE IN FEET �q� civ%v DRAWN MF =F n� ,r:A ,4 9':3G SHEET �' 'gp4� oau .3+. 0 40 80 120 160T1 0Fpr�.', Z OF 4 _ SCAB E.. 1 ' _ 40' REMOVE ALL EXISTING CONFLICTING PAVEMENT MARKINGS CHEC RCE No 14814 DRAWING N0. DATE 11/01/99 FILE No 1 v v —� �A4Z+ 8 J� PLO! DATE. 1 1 i01 /99 0 2� 7 14 E � U rn + w O m Of SEE DETAIL "B" FOR INTERIM STRIPING s Ln N ( F Q R W R/W 8 ; V N N ♦ 3 ♦ 0a rh --- In iu Ln ye N — — — — — — — — — 1 — — — — — — — — — — �® 3 1 o ' i� N � 3 ,,� 2 200' C9 < `n — — — — — — — — - - — — — — — — — — — — — — — — — — — — 11 — 4 200' 12 — — MEDIAN — s. � . 16 17 � � _- 19 1 g � � 2 4 16 M - N W O - -- 43 44 �� 45 _ -_. -- - - -- -. - 49 SO i - - 1 - --- 'I� v ; -- --- - _ 12 W W 10 1 2 200'100, 1 Z — 12 `j 200' 4- _ 100' Ln N CURB & GUTTER 12 N N CURB do GUTTER --------- --- ---- 4 18 �i ' o Sri _R/W rn N R (~n rn r R/W cv LO LO 00 - � N 0) O 00 J N + + rn Of + + + + + DAY CREEK � BOULEVARD 65' + Q >_ � iz 18 _ 2 _12r �< Ln 0 (n (n J (n (n (n (n W (n 5 BLUE MIST DRIVE 5 (nS 5 SILVERBERRY STREET 5 5 5 14 14 14 z J Y 00 Q 00 d + Q Q: Q v g APPROX. 200-300 FT TO CROSS WALK 18 V) > (TYP.) O R/W RPN18 N ♦ r7 7 N ci N — — — — — — 0) — — ' — — — — — �' — chi 200' cO 3 _ - - 3 N MEDIAN 0 o� — — 2 — — — 4 200' O W t TYP. 16 - 17 ", 11 ----- - � 19 19 � 2 250' 4 �' 16 _ 32 33 36 3 - 38 - 39 41 p W L- _ C, 250 -} -- Z W W W -�, 12 V) W Z - � 10 -- � 12 00, N q � 100 — — — 12 200' — — — — — — — — — — — — — — — `n _ 7Ln CURB & G R N N CURB & GUTTER N 18 L6 ,ri `v i R/W 10 R/W + r7 Q + + ®c%j + + CN M < M M °� + � A cn cn wDAY CREEK BOULEVARD MARGUERITE STREET 5 (n 5 5 5 m 5 14 VICTORIA PARK LANE 5 14 CONSTRUCTION NOTES 10 APPLY 4" SKIP WHITE LANE PER CITY STD. PLAN 133. O2 APPLY 8" SOLID WHITE STRIPE PER CITY STD. PLAN 133. O3 LIMIT LINE OR CROSSWALK PER TRAFFIC SIGNAL PLANS. ® APPLY DIRECTION ARROWS do PAVEMENT LEGEND AS SHOWN ON PLAN. CALTRANS STD. 6-22 AND 6-23. O5 INSTALL R26(S) "NO STOPPING ANYTIME" ON ST LIGHT POST. 19 © INSTALL R 18-1 "RIGHT TURN ONLY" O INSTALL W41 "SIGNAL AHEAD" 4 ® INSTALL W56 "DOUBLE ARROW" 12 — 12 SOLID ALLOW �47 ID YELLOW O9 INSTALL W7 "SIDE ROAD SIGN" E1/I I 7,24-0 0 R DRC 1m/-G�G3$d,QDk/ZaDL-O/¢ZS J � J3i�e.'d. — — 1 1 APPLY 4" SOLID YELLOW STRIPE PER CITY STD. PLAN 133. j�tio ''�t - 1© APPLY 4" SOLID WHITE STRIPE PER CITY STD. PLAN 133. f~� N14-i•+ r �4 N O . D L S C' R 1 P I � O N of R L U I 5 I O N DATE APPROVED 1© INSTALL N-1 MARKER PER CITY STD. PLAN 130. CITY of RANCHO CUCAMONGA SCALE : 1 INSTALL G7 "STREET NAME SIGN" 1® INSTALL TYPE "H" MEDIAN LINE MARKERS PER CITY STD. 133. SIGNING AND STRIPING PLAN / 15 INSTALL R 10 "ONE WAY" I LT STA. 31+00 TO STA. 53+00 �LT GYy DETAIL "B" 1® "SIGNAL AHEAD" PAVEMENT MARKING AND SIGN, PER TRAFFIC SIGNAL PLAN. 0 1481 DAY CREEK BOULEVARD INTERIM STRIPING DETAIL 1 s INSTALL TYPE "K" MARKER SCALE IN FEET Exp: 3-31-01 TRACT NO . 15875 0 40 80 120 160 ® INSTALL R34 "NO U-TURN" civiv \P i■� i� INSTALL R17 "NO LEFT TURN" OF APPROVED BY: - DAI E : f� ® INSTALL R61-13 CITY ENGINEER -____ R C E No 24953 DESIGN REC MMENDED SL MF r .. ,� 4. o � r <<t< V DRAWN �F� p, :�,: SHEET Rer ,'are rrp a q i- MF 3 OF REMOVE ALL EXISTING CONFLICTING PAVEMENT MARKINGS CHECKED u vvt RCE No 14814 DRAWING NO. DATE 11/01/99 FILE No PLOT DATE: 1 1 /01 /99 J if S: iJ L' 1. C1 F 3 G SEE DETAIL "C" FOR INTERIM STRIPING - Z LLJ N vW p LLJ O Ln Ln TYP. 4 — — — — — — > — 19 M N 'n 16 17 MEDIAN s- 55 59 60 o �J 1 2 12 3 wr -- 10� _ _ — C) _ 100' 2 f' i- _ 200' Z 2 4 W Z � 100' — u-� —' — �� 250' N �•' CD Ln N .51eWAt LDDOS 00 rn + 6 w + + + + o u 6 L DAY CREEK cg � BOULEVARD _ V) 5 v~i i 5 5 S 14 FREESIA DRIVE CONSTRUCTION NOTES ( APPLY 4" SKIP WHITE LANE PER CfTY STD. PLAN 133. O2 APPLY 8" SOLID WHITE STRIPE PER CITY STD. PLAN 133. Q3 STOP BAR OR CROSSWALK PER TRAFFIC SIGNAL PLANS. ® APPLY DIRECTION ARROWS & PAVEMENT LEGEND AS SHOWN ON PLAN. CALTRANS STD. 6-22 AND 6-23. O5 INSTALL R26(S) "NO STOPPING ANYTIME" ON ST LIGHT POST. © INSTALL R18-1 "RIGHT TURN ONLY" O INSTALL W41 "SIGNAL AHEAD" 200' 300' ® INSTALL W56 "DOUBLE ARROW" ® INSTALL W7 "SIDE ROAD SIGN" 11 APPLY 4" SOLID YELLOW STRIPE PER CITY STD. PLAN 133. 1© APPLY 4" SOLID WHITE STRIPE PER CITY STD. PLAN 133. 1© INSTALL N-1 MARKER PER CITY STD. PLAN 130. 1q INSTALL G7 "STREET NAME SIGN" 3 10 INSTALL TYPE "H" MEDIAN LINE MARKERS PER CITY STD. 133. 1Q INSTALL R10 "ONE WAY" DETAIL 40A 1® "SIGNAL AHEAD" PAVEMENT MARKING AND SIGN, PER TRAFFIC SIGNAL PLAN. so si 23 7 55 - - 19 INSTALL TYPE "K" MARKER ® INSTALL R34 "NO U—TURN" 4" DOUBLE SOLID YELLOW 4 4 12" SOLID YELLOW 2 200' ®1 INSTALL R17 "NO LEFT TURN" DETAIL 39A-200 200 .4 ® INSTALL R61-13 k F 12" SOLID WHITE s DETAIL "C" h h 22 15 INTERIM STRIPING DETAIL s all' Ky Ky E!Z ore C 2no,-00�38 t�ZLbZ-oi¢2S NO . DLSCRIf ] ION Of REVISION DATE APPROVED CITY of RANCHO CUCAMONGA - 77 SIGNING AND STRIPING PLAN SCALE: 1 " 40' k; ry '' . STA. 53+00 TO HIGHLAND AVENUE, :l NO DAY CREEK BOULEVARD L . SCALE IN BEET 0 c� � Fj,�°;, TRACT NO. 15875 0 40 80 120 160 J � oe \LT OYy APPROVED BY- I DATE: CITY ENGINEE - w- - RCE No 24953 No. 14814 in� DESIGN RECQMMENDED EV: 3-31-01 S LZ M F CIVIL DRAWN mC 3(' SHEET 4 4 of REMOVE ALL EXISTING CONFLICTING PAVEMENT MARKINGS CHECKED RCE No 14814 DRAWING NO. DATE�I 1 1/01/99 FILE No 16 8�_, L5kzf-+ lb I PI n7 F)ATF • 1 1 /01 /qQ BENCHMARK DAY CREEK BOULEVARD N 200' — — — — 3 200' TYPE IV ARROW 4" WHITE — — OJ — — W 250 TYPE I ARROW m 4" YELLOW = 4" WHITE 50' — — U -.- — — —' — — — — — — — LANE LINE PER Q — — — — — — — o CALTRANS DETAIL 12. -- N i ' 100' 100' C20 (LT) C20 (LT) _ __ C18 W74 (RT) -- -- ui (ORANGE) -' -- z -- -- -- -- � J U UJI r1000,/ uj z Q 600' f000�— SILVER BERRY STREET o z w Ld Z LiJ ARRICADE Q C2 J R41 C2 cap DAY CREEK .� H C (SPECIAL) W57 (LT) \--C2 "CONSTRUCTIO TRAFFIC ONLY" -- __ -• N LANE LINE PER d o CALTRANS DETAIL 12. _ _ _ _ > » ' 04 4 WHITE -' 04 FLASHING ARROW SIGN STOP LEGEND W _ _ — — — — — — — — — — — — — — — — — — 36-INCH DELINEATOR WITH YELLOW REFLECTOR ON GLUE > — — ;,� TYPE IV ARROW (LT) R1 C2 O DOWN BASE AT 10-FT O.C. m _ _ _ - - - Q - - 4" YELLOW R42 F.l 36-INCH DELINEATOR WITH Z FLASHING ARROW SIGN W57 (RT) I R1 & SW1-I WHITE REFLECTOR ON GLUE OR NGE) I N I p 8" WHITE C30 DOWN BASE AT 10-FT O.C. J R W57 (RT) U 10 ' N LW56 (ORANGE) r (ORANGE) Q e 4 TYPE IV ARROW (RT� Ln N -- BOULEVARD -- -- -- -- -- -- -- � W3 (RT) (ORANGE) oae 36-INCH DELINEATOR WITH I W6 (15) (ORANGE) t36-INCH DELINEATOR WITH 1��jlj 11 13' YELLOW REFLECTOR ON GLUE CLEAR REFLECTOR ON GLUE DOUBLE YELLOW DOWN BASE AT 40-FT O.C. a DOWN BASE AT 20-FT O.C. C30 �<< FLASHING ARROW SIGN Q TYPE IV ARROW (RT) w o 36-INCH DELINEATOR WITH o` °D CLEAR REFLECTOR ON GLUE 36-INCH DELINEATOR WITH DOWN BASE AT 20-FT O.C. YELLOW REFLECTOR ON GLUE DOWN BASE AT 20-FT O.C. o » o. 4 WHITE swi —1 tl 1101, Col . DOUBLE YELLOW ; Q C30 19 DESCRIPTION OF REVISION DATE an LANE LINE PER I ' TRAFFIC FROM RIGHT CALTRANS DETAIL 9 �o CITY OF RANCHO CUCAMONGA o. 00 0 DETOUR STRIPING PLAN Z ` 0 W3 (LT) (ORANGE) _ Q W6 (15) (ORANGE) DAY CREEK BOULEVARD DOES NOT STOP � C30 0 H04LAND AVENUE to 1680* SOUTH„ _ = SOUTHERLY SCALE. 1 40 0 � o 36" . 0 r C18 APPROVED BY: DATE: _ �oQRpf E CITY ENGINEER RCE: 24953 Gi B F \ cl) �O� �A��m1 PLAN PREPARED BY: �QQ 313110o m J.A.G. CITY OF RANCHO CUCAMONGA JAG- Cl Exp. ___ � 10500 CIVIC CENTER DR►VE � * No 42156 MWIN� RANCHO CUCAMONGA, CA 91730 SHEET J.L.A. . OF CHOCKED R.C.E. 110W2/Z ORAWMIG N0. Dm �� ,4 q FUN0 1 � 82-- 5 Sheet " OF � it INSTALL BOLTED TYPE POLE PLATE - ATTACH TOP OF SV-2-T TO POLE PLATE GENERAL NOTES * IF X = 10' USE THESE DIMENSIONS - - - ** IF X = 11 ' USE THIS DIMENSION O WITH OTHER X DIMENSIONS w 1. Traffic signal and highway safety lighting systems per CALTRANS Standard Plans and I4 I Standard Specifications dated July 1992, as shown on the plans and in the Special E.C.R Provisions. R CROSSWALK DOUBLE YELLOW STRIPE STRIPE 2. Traffic si ns, stripes and legends r CALTRANS Traffic Sign Specifications, Traffic O OR MEDIAN CURB FACE OR Manual, aintenance Manual, and LIMIT LINE Standard Specifications. Conform pavement legends FIVE SECTION _ 0 to city stencils. Reflectorize all signs, stripes and legends. SIGNAL HEAD O 2 * 3, Pavement markers and painting procedures for striping per Standard Specifications for THREE SECTION 3'** » » » " Public Works Construction, latest edition. SIGNAL HEAD "G B - B 4. Locate all substructures prior to construction. Hand dig foundations until clear of * REFER TO PLAN FOR REMAINING LOOPS 5'* < O obstructions. Coordinate pole installations with overhead utility or substructrure l 71 X <v O owners. Phone Underground Service Alert and concerned utility companies 48 hours prior to construction. Location of utilities and substructures have been shown from a search of available records. The Contractor shall conduct his operation in such a manner as to protect not only the utilities and substructures shown, but other utilities LEFT TURN LANE 3'* or substructures that are not shown on these plans. 8" WHITE TURNING LANE LINE V m 5, Obtain approval for exact equipment, crosswalk and limit line locations prior to final TERMINAL COMPARTMENT X-6' placement. Perform preliminary striping layout prior to loop detector layout. 2 POLE LOCATION CODE 6. Vehicle indications shall be 12", pullboxes No. 5 and conduit 2" rigid metal except as FIVE SECTION SIGNAL HEAD _ _ _ __ _. _ _ _-- --. _ shown. ' EXACT LOCATION BY ENGINEER IN THE FIELD 7, Electrical services shall be 120volt/240volt. Provide circuit breakers for signals (one 10 X 6' ) 50 amp metered), illuminated sins (one 15 amp metered), and safety lighting (one MOUNTINGDETAIL 30 amp per 1200 watts or portion thereof unmetered). Coordinate service details and scheduling well in advance of need. 8, The CONDUCTOR SCHEDULE is furnished as an installation guideline only. It shall be X-6' the Contractor's responsibility to provide the correct conductors required for the INSIDE THRU LANE 2 intended operation. NOTE: NOTE: 4" LANE LINE OR 8" TURNING LANE LINE ALL SECTIONS 12" ALL SECTIONS 12" 3' NOTE: R ALL SECTIONS 12" R NOTE: 10' , O � Y ALL SECTIONS 12" 6 r� GY GY GY Y ' S 3 16 % 8"UC-6LC yS FS OUTSIDE THRU LANE Y A „ UTILITY COMPANY TEL. NO. 7 5 1 -T� G G G G ALL DIMENSIONS TO j OF STRIPE A T G ELECTRICITY - SOUTHERN CALIFORNIA EDISON COMPANY (909) 947-8269 A Le A GAS - SOUTERN CALIFORNIA GAS COMPANY (800) 227-2600 PHONE - GENERAL TELEPHONE COMPANY (909) 608-1230 - PACIFIC TELEPHONE COMPANY (800) 227-2600 M A S-5A WATER - CUCAMONGA COUNTY WATER DISTRICT (909) 987-2541 DETAIL "A" DETAIL "B" DETAIL "C" LOOP DETECTOR PLACEMENT SEWER - CUCAMONGA COUNTY WATER DISTRICT (909) 987-2541 I. I. S. N. S. LEGEND DETAIL (800) 227-2600 R,Y,G = 02, 04, 06 or 08 UNDERGROUND SERVICE ALERT YA,GA a 01 , 03, 05 or 07 REFER TO PLAN FOR DISTANCE SIGNAL DISPLAYS TO ADVANCE DETECTORS SINGLE INPUT INDEX OF SHEETS EMERGENCY VEHICLE PREEMPTION DETECTOR REMOVABLE 1 OF 7 TRAFFIC SIGNAL ELECTRICAL DETAILS STEEL CAP » " N 2 OF 7 TRAFFIC SIGNAL PLAN 1 1/2" TO 3/4" ARM SIZE A Day Creek Boulevard and Base Line Road REDUCER "L" "D" 3 OF 7 TRAFFIC SIGNAL PLAN _ SEE NOTE 3 12» Day Creek Boulevard and Sugargum Street O PELCO AB-0155-L B 4 OF 7 TRAFFIC SIGNAL PLAN OR AB-0132-L 7 - - - fi Day Creek Boulevard and Victoria Park Lane O BL.B. CONDULETANIM 5 OF 7 TRAFFIC SIGNAL PLAN W/ -r NIPPLE Day Creek Boulevard and Silverberry Street MAST ARM BLVDAT BOTTOM 6 OF 7 TRAFFIC SIGNAL PLAN Day reek 7200 OF ARM Day Creek Boulevard and Highland Avenue 7 OF 7 INTERCONNECT PLAN NOTE: 6" On Day Creek Boulevard Between Base Line s = s _=g o _ s a Road and Highland Avenue FOR INTERNALLY ILLUMINATED STREET NAME 30 AYM SIGN AND ELECTRICAL DETAILS SEE STATE STANDARD PLAN NO. ES-33 AND THE IM SUM SPECIAL PROVISIONS. 30 ZIAAY1,411ROMAST ARM SIGN "A" END OD BASE OD THICKNESS "L" "D" VVMWFM _._ 6'-0"6'-0" 2 8" 3 4 10 GA 48" 18" J1'JJa�JJ1J r MOUNTING CLAMP FOR " _ . 8'-0 8'-0' 2 T 3 q 10 GA 60" 24" � UK_. SPECIAL PROVISIONS FOR E VPOPTICAL $ u eoLTB "°"° NOTE:DETECTOR THIS WORK ARE ON FILE IN TAPEASTM A-307 TAPERED p ary THE OFFICE F THE CITY SIGNAL POLE --�- ---- - mum , // O C 4" & LOCK _ DIAMETER AVENLE; ,.� ENGINEER. + WASHER FILE. TRACT MAP NO. 15875 AT EACH �. ...., BOLT END 66 Foon�u EXIST. C & G 3" Q + 2M R CLAMP I SIGNAL POLE N wot� � EXIST. C & G » � " " o 1-z DIA. HOLE ,e 5 N0. DESCRIPTION OF REVISION DATE ACCep P CAB. v "P" too 1 T P C� CITY OF RANCHO CUCAMONGA ° PAD � `r SECTION "B-B" 1" " MZ ° 4 2 D1A' =Nry go TRAFFIC SIGNAL c ° o VARIES ° - I DEBURRED 1 o" + CLAMPIN �� ELECTRICAL DETAILS dilly PLAN SECTION DAY» NOTES: r CREEK BOULEVARD 1 DIA. HOLE TT/ i 1 . MATERIAL: STEEL OF 40,000 PSI NOTCH OR DRILL N/POLEM� My 00 ZrA BASE LINE RD. TO HIGHLAND AVE. MIN. YIELD AFTER FABRICATION. FOR DRAINAGE , TYPE P�! 2. GALVANIZED FINISH. QROFEsslq�,, APPROVED BY: DATE: (C'�� CABINET FOUNDATION AND �, s• f� CITY ENGINEER R.C.E. 24953 3. USE SPECIAL HORIZONTAL ARM CLAMP DETAIL TRAFFIC SIGNAL LOCATION sF , CLEVIS ASSEMBLY PER NUART. �� DESIGN LAWRENCE S. EISENHART RECOMMENDED PAD DETAIL / No. 13493 7D L.S.E. CONSULTING JrNGINE'ER J A& _-_ _ _ _ LOCATION MA P �' 31- 1 * DRAWN 2070 Locust Court sHEEl � L.S.E. San Bernardino, California 92404H HORIZONTAL I. I. S. N. S. MAST ARM Tel 09) 864-5406 Fax: (909) 864-5047 oF�NOTro scA E CALF CHECKED - DRAWING N0. LAWRENCE EN 47 R.C.E. 13443 DATE �_� CONDUCTOR SCHEDULE RUN NO. DAY CREEK BLVD. POLE SCHEDULE Awc CIRCUIT STANDARD UMINAIRE I.I.S.N.S. SIGNAL MOUNTING PED PUSH BIN LOCATION 1; L I 4T, 14; L 1 �6; LET, ® ��s; �10, I , I No. TYPE HEIGHT SIG.M.A. LUM.M.A HPSV LEGEND VEHICLE PED PHASE ARROW E B C REMARKS #14 01 F ut. - - - - - 02 6 6 3 3 3 3 3 3 3 * BL t 29A-5-129 10.7 m 9.1 m 4.6 m 200 W Day Creek _ MAS V- -T -1-C 4 �- 1.0 - 1.0 03 Fut. - - - - - - - - - - i i J 72 (NI 04 6 6 3 - 3 3 3 3 - - - I �I `2 21 10.7 m - 4.6 m 200 W - - - SV-1-T -1-C 6 -� - 2.0 1.0 05 * 6 6 3 3 3 3 3 3 3 - i t � � 1 � N �'4 IIIIII BLVE 06 6 6 3 3 3 - - 3 3 - i i ( 3 � 21 10.7 m - 4.6 m 200 W Day Creek - - SV-2-TA -1-C - - 1.0 - 1.5 SEE 08 Fut. 07 - - - - - - - - - - 4 \ 29A-4-129 10.7 m 10.7 m 4.6 m 200 W Day Crook BL 5A MAS V-2-TA - - - - 1.5 PLAN 02 PED Fut. - - - - - - - - - - i I 5 \ to 3.0 m - - - - - - TV- - - - SEE - 1.5 04 PED 4 4 2 - 2 - - _ - 2 ' I I 4.2 3.4 m 3.4 m 3.4 m /.4m1 3.9 m 3.7 m Variable 06 PED 2 2 2 2 - - - - 2 - I I II m8 PED Fut. - - - - - - - - - - i . i �6 21 10.7 m - 4.6 m 200 W Bose Line OA - - V-2-TB - - _122 RAN - 1.5 02 PPB Fut. - - - - - - - - - - i � \ 29A-5-129 - 10.7 m 4.6 m 200 W Ba Ind OA 6 --> 1.0 - 1.0 04 PPB 2 2 - - 1 - - - - 1 ; ( ; ' I � / N - - - - - 0 PP 2 2 2 1 6 B I I I I I I I - - - - - - - - - - 08 PPB Fut. - - - - - - - - - - � I I 8 1-A 2.13 m -1-C 4 �--- i i j PPB COMMON 2 2 1 1 1 - - - - 1 i i I I I • - FUTURE 15.2 m OR 16.8 m i i I N - New SPARES 6 6 3 3 3 3 3 3 3 3 I I I � ( ) TOTAL 14 42 42 22 16 19 12 12 15 14 7 (F) Future ! I 9.14 m 12 I.I.S.N.S. - 2 2 2 2 2 2 2 - - I i I SIGNAL COMMON 2 2 1 1 1 1 1 1 1 - LUMINAIRE - 2 2 2 2 2 2 2 2 - i i I ,, n I /4\ I G% I L a TOTAL 10 2 4 3 3 3 3 3 3 3 1 \ 8 SERVICE 2 - - - - - - - - - O , 5 /71 C VIDEO SIGNAL. 3 3 - - 2 2 1 1 - - DET, "A" --�`• 1 .-/ A - - A VIDEO POWER 3 3 - - 2 2 1 1 - - , �.- 1 I I r 5 /9\ ,.. - 8 12 PR 19 2 1 1 - - - - - - - ^ ` 2; Z Z _ = L _ / \ i .r` �r ; E 2 PR TELEPHONE - - - - - - - - - - 53 mm, 2#8, 2#2 L3� 04 S OPTICOM 3 3 - - 2 2 1 1 - - CONDUIT SIZES 2- 78 2-78 78 78 78 53 53 63 53 53 A / - - INSULATE N F R N T R FOR FUTURE- USE. /� / \ /- \ T-* UL E ENDS & COIL 5' 0 RED CO DUC 0 /1\ L2 � 3/ �_ J - - _ gE� FUTURE C&G r 06&04 DETAIL "C" > ', -- 06&04 (FUT. 07) w \\ ut. o7) 02&05 4_ --06 DETAIL "A" a DETAIL "A►' � - - - - - 53 mm, 3#8 2 - E - ��- EXISTING EP 9 RS I -E-06 �- VIDEO DETECTION 06 - BASE LINE t' ' 06 (F T.01 ) EVP n , �1 E - E /5�� L-; --06 (Fut. 01 ) -E-06 (0 - "' DET. ";04&05 " 02&05 ��~ 1 _ _ - n o 1-W 5 �2&05 EVP>i ROAD ,2. E F_ - 2- -$ s�4&� DET. B -�i_,� VIDEO DETECTION 02 & 05 -- �2. - RL EVP 02 _ ,�, ---;2 w--- C4 - ►� t`�� Y 2" w - �4 I / 2 w- L Z - E 2- -0 04 l _ \\ -- 2 3 N -12" w-- --�,c4111111'. ' \ _ =1 - _ 4 EXISTING EP 2" Vim- \\ -- _\\ _ _ �' - ;4 - - _ 12" w---- �L --� ! _ �- O j __--C_ - I /-� �i FUTURE C&G EXISTING EP T T k 6i ` - __-- VIDEO Of-7ECTION 04 DETECnON AREA Q�#ESS T R D L "FUTURE AY CREEK B VD. � J No. 13493 Exp. 3-31-01 �lql£ vl �!CAL PHASE DIAGRAM 1 2 3 4 * # OL CITY NO. DESCRIPTION OF REVISION DATE GRAPHIC SCALE ACCEPTED OL OL � j CITY OF RANCHO CUCAMONGA R FUT. PED FUTURE IN METERS FU TU E � ) rJ 6 7 8 0 0 0.5 0 0 0 0 0 TRAFFIC SIGNAL PLAN OL of ; - - - __ �_- - - -- _ . . ., _ __ __!__ DAY CREEK BOULEVARD CONSTRUCTION NOTES 1 : 250 and Existing TYPE III-BF Service Equipment Enclosure with one 50A-IP circuit breaker for metered BASE LINE ROAD signals, two 3OA-IP circuit breakers for unmetered lighting and one 15A-IP circuit breaker for FUTURE FUTURE metered I.I.S.N.S. per City Standard Plan 407 and the Special Provisions. 2 - Existing8 Phase NEMA Type 90 Controller in a Type P Cabinet with Interconnect termination per PERMISSIVE LEFT TURN MOVEMENT APPROVED BY: 'Qe ,� �'�r DATE: CityStndard Plan 408 and the Special Provisions. P CITY ENGINEER ��i/C�C�t�L� /; �l✓>° �l R.C.E. 24953 P ® - Existing 41 mm Interconnect Conduit. Install 12 Pair #19 Signal Interconnect DESIGN LAWRENCE S. EISENHART RECOMMENDED Cable (See Sheet 6 of 6) L.S.E. CONSULTING ENGINEER JACK 40 - Furnish and Install R96 sign on signal pole DRAWN 2070 Locust Court SHEET NOTE. SPECIAL PROVISIONS FOR THIS WORK ARE L.S.E. San Bemardino, Califomia 92404 ® - Remove and salvage existing PPB and post Tel: 09) 864-5406 Fax: (909) 864-5047 2 of 7 ON FILE IN THE CITY ENGINEER'S OFFICE, CHECKED 4_/ 6-ilea DRAWING NO. UWRENCE EISENHART R.C.E. 13493 DATE CONSTRUCTION NOTES W CONDUCTOR SCHEDULE POLE AND EQUIPMENT SCHEDULE Furnish and install ECONOLITE ASC/2S SYSTEM CONTROLLER AND ECONOLITE 16 SIGNAL STANDARD PLACEMENT SIGNAL MOUNTING PED PUSH A.W.G. RUNS channel MMU conflict monitor, telemetry interface panel, SM66 terminal block POLE DIMENSIONS BUTTONS HPS OR CIRCUIT n n and SDLC "connecting cables with detector sensors and auxiliary equipment in S N I.I.S.N.S. N Q Q Q Q Q Q a TYPE P cabinet. Install controller cabinet on foundation and pad per NO- SIGNAL LUMINAIRE " " " " *E" POLE MAST ARM POLE LUMINAIRE LEGEND D.L.C. L1� 2 L3� 4 S 0 T 8 detail on SHEET 1 OF 6. Exact location shall be determined by the ENGINEER. DESCRIPTION MAST ARM MAST ARM C B E VEHICLE VEHICLE PEDESTRIAN Q1 ARROW 01 VEHICLE 3 3 3 3 3 3 6 See Special Provisions. A 15 - 15' 3' 9' - SV-1 -T - SP-1-CS - 200W - 02 VEHICLE 3 3 0 — Furnish and install TYPE III-BF Service Equipment Enclosure with one 50A-IP - 04 VEHICLE 3 3 circuit breaker for metered signals, two 30A-IP circuit breakers for unmetered E B 17-3-80 20'(FUT) 12' 3' - 9' - - - 2 -�— 20OW ay CreekLV 7000 05 VEHICLE 3 3 lighting and one 15A-IP circuit breaker for metered I.I.S.N.S. See Special C 15 - 12' 3' 9' - SV-1-T - SP-1-CS 2 —� 200W 06 VEHICLE 3 3 3 3 3 3 6 Provisions and City Standard 407. SCALE 1 =20 08 VEHICLE 3 3 3 3 ® — Furnish and install 3" conduit & 3#4 service conductors to SCE power source. D 29-5-80 55' 15' 3' - 9' SV-1-T = F SP-1-CS 8 20OW -ugorgum ST 10 0 5 10 20 40 02 PEDESTRIAN 2 2 2 2 ❑4 — Furnish and install single in ut EVP Optical Detector on si nal mast arm per E 15 - 15' 4' SEE PLAN SV-1-T - - 8 —1 20OW - 04 PEDESTRIAN 2 2 4 2 p g >> _- ,- ____ __ , detail on SHEET 1 OF 6. Phases shall be as shown on the plan. F 17-3-80 20' t 12'(FUT - _ ay CreekLV �14 06 PEDESTRIAN 2 2 2 2 ) 3 SEE PLAN SV-1-T MAS SP-1-CS 200W(FUT) 08 PEDESTRIAN 2 2 4 © — Fumish and install R73-7 sign (36"x45') per CALTRANS Standard ES-6T, Detail U. G 15(FUT) - 12'(FUT) - - - - - - - - 20OW(FUT) - 7000 02 P.P.B. 1 2 © — Furnish and install R34-2 sign (36"06') per CALTRANS Standard ES-6T, Detail U. - -ugorgum 04 P.P.B. 1 1 1 1 1 1 2 (FUTURE) N 29-5-80 55 15 t-61 SEE PLAN SV-2-TB - - - 20OW 06 P.P.B. 1 2 2 2 Q — Existing 41mrn conduit. Install 12 pair #19 SIC. (See SHEET 6 of 6). _SUGARGUM STREET 08 P.P.B. 1 2 �k I.I.S.N.S. SHALL BE MOUNTED ON A SEPARATE HORIZONTAL MAST ARM PER DETAIL ON SHEET 1 OF 6. Q8 — Furnish and install 2" conduit & 2-12 pair SIC. (See SHEET 6 of 6).P.P.B. COMMON 1 1 1 1 1 1 1 2 t BOLT TEMPORARY PLATE W/GASKET OR SEALANT TO POLE FLANGE. � SPARES 3 3 3 3 3 3 3 6 Q — Coil conductors and DLC's in pull boxes at POLE E and POLE H for future conduit TOTAL #14 13 19 11 29 16 17 run 1 and conduit run 3. 13 50 12 I.I.S.N.S. 2 2 2 2 2 2 2 - 10 — Existing luminaire and no parking sign to be removed by others. LUMINAIRES 2 2 2 2 2 2 2 #10 SIGNAL COMMON 1 1 1 1 1 1 1 2 TOTAL #10 3 3 3 3 3 3 3 1 2 01 DETECTOR 2 2 t 02 DETECTOR 3 3 3 3 04 TYPE 04 DETECTOR 2 2 2 C 05 DETECTOR 2 2 2 2 , 1 �C'-' '�;i �c `F' '3 APPROX. 500' TO 6 BACK OF X-WALK a_ , 1, _ i �� D.L.C. 06 DETECTOR 3 3 * INSTALL DEEP ENOUGH TO 'L r 2 I { " }`` INSTALL W41 08 DETECTOR 2 2 CLEAR FUTURE PAVEMENT ET AL. s➢ ------------- ------- -----:-------------- -� 10 SIGN (36"x36' TOTAL D.L.C. - 2 - 7 7 5 5 14 7 �... ------ �► T ON METAL POLE PUT.* Y^ e 4 ^� ��:' j PAINT "SIGNAL EVP CABLE - 1 1 2 1 1 - 3 04s ,r �}gp O t t/2" c, s Dlc t t/2» C. t Dlc F N V-J-CE�-]-K (N N N _ F'UT - -- - -UI---- - --FUI� _� : Ek7T.... ,.. T. 08 0' AHEAD"CONDU1T SIZE -' "- "" - " -'" -"- __ MARKINGS - - - -- -- 3" 3" 3" 3" 3" 3" -- -- --�-, - - - - - - O i - - - - - MID-RUN - - - - - - - �X� INDICATES FUTURE CONDUIT RUN (F) INDICATES FUTURE - - ---- - -- - -------- -------------- ----- -- - - - -- -- --- --1- _ - - _ - _ --- - - - - -- - -- - - - -- --- - - - - - -- - --- - --- - - - - -- - -- - --- - — _ (E) INDICATES EXISTING - - AV -- - - -`- --- - —V --- - -- -- - -- - - l INDICATES NEW CONDUIT RUN (N) INDICATES NEW 08 04 F 1 ------------------------12-W------------- --- --- ------------------------ ---------------12-W--------------------- ---------------------12"W•-------------------- ----------------- 12"W } }-------• $�8------0$ •-- T:_ .. I -------- ----•---• ---------------------12"W------------- ----• ----------------------- ----- - ------------12"W------ --------- 06 DETAIL "B" M m O N N N p S X I z 06 � M I 4 01 & 06 N 257' TO X-WALK FUTURE CURB N DETAIL "MAS- A" 01 & 0_ __ _ ___ __ _ _ __ ___ __ __ ___ _ _____ - ___ ___ ___ _ _ _ __ 7!ts - v' b3� I — — — — — — — x6 1 �E4� 5' - 5x6 30 - - - A�SRAISED MEDIAN 26 + + 2� 3' ��E `C FUT. GN n 2-N-01 1-N-�1 257' TO LIMIT WEE » FLIT. + iv 7 RAISED MEDIAN — ` - - ------12"S- ---------- --- --- -- - -- - -- - -- ? ---------------12 S-•------------------- •--------------------12 S-------- --- -------------•11 S---------- -------- - - 12"S 162 ----------- --- 4 -------- 12 S---------- --? - - - - - -- 12"S------------------------ C V Z�p W M XISTING CONDUITS IN JOINT TRENCH I DETAIL- ---- - --- ---- ---- -- - - --------------- -- -- o - - ---------- ----._ - L '"C" I 2" C, 26 (SERVICE) I - ------- -- ------------------------------ -- -- - ------------------ ---------------------- ---- ---- ----------------- -- $g--------- --------------------------------- - - 4' :-------------- - 01 & 08- I - � 4 6 - - - - PAINT "SIGNAL 1 1/2" C 1 DLC 10 V' ♦ , �14& U AHEAD" MARKINGS 08 D - STA. 29+00 w 1 1 C L _ SCE HAND HOLE 2 5 DC / 1 SERVICE POINT SE CE INSTALL W41 - - - -==-- SIGN 36 x36 7 a � i Z S V: NOTE: COIL DLC S FOR FUTURE ;V 8 ON MEAL P( L2 N - 05 LOOPS IN PB 0 A ECRBCR APPROX. 500' TO O B � 4 6 ' ' ' C U U d O " 4 10 BACK OF X WALK 2; va 2 C, 212 �LIGHTING) I.I.S.N.S.) I � 22' 22' PHASE DIAGRAM 33' 33' DETECTOR EN TABLE o NOTE: SPECIAL PROVISIONS FOR SENSOR A LE x THIS WORK ARE ON FILE IN SENSOR LOOP PER CONTROLLER I 6'x12' 01 02 03 04 NO. CHANNEL DETECTOR SENSOR INPUT — THE OFFICE OF THE CITY 1r-E-48 1 ENGINEER. I 1 1 —N— 01 1 1 FILE: TRACT MA P AP NO. 15875 2 1 —S-05 1 5 1 2—N- 01 3 9 �— --� Not Used Future 2 2 2—N-06 4 14 3 1 1 —N-06 3 6 FONT — — LA�i� A * I 2 1 -S—02 3 2 ___ ,' NO. DESCRIPTION OF REVISION DATE ACCEEPPM 4 1 2—S-05 3 13 Future Not Used 2 2-S-02 4 10 05 06 07 08 CITY OF RANCHO CUCAMONGA 5 1 3—N-06 2 14 2 3—S-02 2 10 b TRAFFIC SIGNAL PLAN 1 1 —E-08 1 8 R� = PERMISSIVE LEFT TURN MOVEMENT DAY CREEK BOULEVARD 6 2 1 —W-04 1 4 0 Y INSTALL JUMPERS IN CONTROLLER ASSEMBLY 0 3 FOR ASSURED ANTI—BACKUP TO PHASES 1 & 5. and 1 2—E-08 2 16 L 2 2-W-04 2 12 " L- SUGARGUM STREET 1 EVP 01 & 06 EVP 3 0 o 8 0 2 EVP 02 & 05 EVP 4 C) o QE#ESS/pt,, APPROVED BY: DATE: 249 3 a S. '�C CITY ENGINEER R.C.E. E , INSTALL W41 E. F Q m " „ � S 1 EVP 04 & 08 EVP 5 SIGN 36 x36 ) ti � F � DESIGN / RECOMMENDED 9 ON MEAL POST LAWRENCE S. EISENHART 2 SPARE EVP 6 J L.S.E. J GCS No. 13493 CONSULTING ENGINEER * FUTURE LOOPS 111 4c Exp. 3-31-01 * DRAWN 2070 Locust Court SHEET PAINT "SIGNAL San Bernardino, California 92404 AHEAD MARKINGS �!'J9� C1V1` �P L.S.E. Tel: ( ) 864-5406 Fax: (909) 864-5047oF� O CAL\`i CHECKS DRAWING NO. SUGARGUM STREET - WRENCE S �SENFIARI R.C.E. 13493 �- /b 8 - _. -1 111 F � I �I .-_1_1__1_-------- --I-- ---",-*.-------- *__-,*-'`------ ------ -.�-_-'--77-1.-- -7--.--.'11- -__,.,:..-1��-* :I-:---I 11,* -r---� ____ --- �-",---....-I . -.i - --- -:--------- -.---------,---�-- ----- -------- ---�- ---,------!:�-*�----- -'*'---'--- 7--�,-- - -*-_�.' ---_7 . 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I : I I � I I k a I : � � ! IN I � 1 MENT SCHEDULE � : It It � l� CONDU�CT�0��R SCHEDULE � I. " i POLE A' D E�OU P � I 4 I "I'll, - - I V ___ __ __ I i I I --- ----.---- . liiiii�illom _____ __ EMERUMOM . � . _.W=�__� - V j I ii W W I lailmo - I I I i l � k L I PLACEM NIT Sli NA PED PUSH I � I �,E ,j_Lj I I I A,W.G, � � I . , L MOULN � : : I SIGNAL STANDARD . G I NIG l � RUNS POLE : . I � � ...��..................,F�� "I I 0 1 1 DIMENSIONS ' HIPS * ! � _______ _,___________ - BUTTONS � � . I :1 I � I I .. - . - LLL 11 I i - 1". OR � . I � I PnINT SiGNAL � - I - I I I 11 t I � I -------- - p'ikillillolimillil= I - . NESEANNEMN11111111111 ___ - � - � � A I I � I . : _' t ii - L � I i 1 � i - - .l*l*S*N,oS*, � i � ; ; KI � S 'INAI: i ! I I i . i I __PW_M___.ffi__1FI , i : � � I , � POLE ARM POLE i 1 I I I I f L RE � � IVIAST � I I � � I� � L I � : I . i t i � LUMINAIIRE 11 LEGEND I � I I i i � � I l , � �D.L.G. I � `4% � � : MARKI i 1 �DESCRIPTTON I SIGNAL M "C"' i "B" if 1"Elp I L CiRC-UlT I �� : I Z , ZL � &I ,1...1, I zk� i J& & kHEAL) I NO. I i � I � ARROW � � � : . i I---------,-------- L_ - " � 1, ___;I &� it L ARM � VEHICLE � VEHICLE �PEDE"5�TRIAN - - - I X__ i I ,_I- I MAST ARM � MAST � I . � willililm OMMOMONNNN-M P-01114----mmma-mma- - I v � I 0 � I ; I I I ! A ------- -____ I 1 :� � . ! � I _____��-I _____ I I � I . � � 0 4 - , . ____ 101111181111 11 41101111 INNEMMM � I -III11=1111,111,11,111 ON Rim -____ ON-Mgm I villow 10 mI migaffiftmom I I : � � t I � e I 1; ; � $ � I I : I I � 0 1, VEWCLE 3 i 3 3 , 3 I 3 -� 3 3 6 to I I I ;i � i I � ; I ....1.�, I i : i, w1goijum'. �,I I I � * I $ I : I i I I I M191 ...a.............W.,- , I -a- � � 00� I ;I , : � I � l i � i ii � i I � 4 �� : I I I I......1-1 1 ! , � l 1. (_ ) 15 1�5 3 i 5 SV'-2-TA , SP-1-CS � I 20OWl ,� ; L I . I L I : I � i I I � E . :1 : � I i � ��i : i ,: I I � I I I . I � F ii I � 02 VEHICLE 1 3 � I I ,! � i I . i" . I � � L_____ ___--___1 I .1 _____. -- -. --.-----,---- ..I t - _--- -1 � �.�,. -_ - ____ I Tj I I I ME - - -_ wamommmm" . I 11111119 I I W41 : I I I I � .� � I I INSTALL 4 I ,Sow I j I I I I ") - ......L.M"'O'S'.1111.01046mg- I ! 0 9 � i I ay ree LV i : L � I amp- : �1 I 04 VEHICLE � I : 3 3 3 t L a , 19-4-80 25' 12 3 4 SVI-1.1T MAS SP 1-CS 2 ' -w�� 20OW l I l i I � :I - I I go MaMIRM011I I W.''m 11 I _0 0 -akdow.awniffill I I I I I SIGN (36"),-36 � I I li I I I 'I ]I . � I : :Y_ i . 11. --��- - .-.,,-I- - .. :i I 0 . i . 0 - oil 111001111111"Wre 11 I I I - -. . - mmq- -i T , � ____ilm_0 - I : - ! �. � 0:5 VEHICLE � . 3 � ; 3 POST �� :� .....-F- I _,_ : 11-0 __._.___ -1 i, � ��11 � � .......1.W____________�F. ON METAL I if ,P t I X � ! I I 11 - ___W_____"� � � ffiw� � : I * - I I : � 2 0OW I 15 12 3` 7 SV-2-T8 �: SP-ii-CS ; 2 :1 ! 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I l I __-, - - I it _� - I I I � i i I I . ___ I I ! � L-OW * I i � I I - I : li : I i : i �AL KAAST AIR , I I � I I * I.I.S.N.S. SHALL BE MOUNTED ON A SEPARATE HORIZONT M PER DETAI L ON SHEET 1 OF 6. * = BICYCLE PUSH BUTTON I � 08 P.P.B., 1 ! 2 1 1 1 I I I I I I i I ,M*,00" - I am . � 1 I I � I . I � � " , -I .0 I . ft� --____ft1ft_ .N& : 11 I �� - 111111� I - t I I � : , � A I � I � I I I . � - �I - . , I I �111 I � I I _W___*i or.ab9DW ,�Not, Used I : I � I I � P I 1 1 1 NP I � POP086 COMMON 1 1 1 1____L 11 1 : 2 llililliiilii!� it "_ _1 ..._ 4 2: � I i- -I I i 1 I I i I,- 1j..-jQW,jM------ am I It I "_ � � :f I i t I i 3 �3, I 1 3 ; 0 9--1 SPARES -I" _-,----- 3 1 � I , 3 1 3 3 L-L 6 i i 11, 11 ff� 4 I I - - - i -.4 kmam � I 0 1 ,I 0 0 . ` I 1.44�sko,-om-Dob 0 1 1 1 - I � ; ell __ I 1. �- i : I- l I le, I i I � . _1990L_-- � , � _�_, I . 10 I I 'TOTAL 14 '13, I 191 22 � 25 I 22 - 19� 5 g. __ I L . 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Is L 1 /0-,Y-,N��",Nr-,�,Y-",�,��,�,��-,��-11,N�-��-N'-f,t � , , W r . . --I I,--I � I .� il� I .#1P" I LL 11 :9. -_- -� " (�� y -,vir--"",-,-�------,�,(?S"--�-Nf�---,�-� � I I ` I - I I L L-�.- . �� , W; , ,O#rr 11 � I` " I ,, .� I I /0\ . ,.� 1, Y � i L I i, ''. � I I / o 111 ..� I I t"11T 7-4,7`7-- ,"' i : � I , e I �, -_ L ,,,_V V4 IJ t,o E" C,5 2, `�_ I '.�. � I I , % ode 11� I 1 - r I I i C4", � ,l, L_ i : I - * L , :`4 - , Ij , I I :".. .. I i i " � I . �, I , i k Ill-*. I ) ..I'.-. . I t / , : � , It-�-�. -1 -- - - "" ^ I I � ,� -" 1 IL 1 11", _lI_"_, I I"I e"r . . l , ("'. � i ", - J.:'t anc,:J. -1 - br r=�a '�: ! C1:0NSTRi;UCTI0N NOTES III - . I I" I % / � 13 Fur n"I'L s!- !'�t..s t-."IL 1 (1,) 2 OA I p c i -x-cc,!."L I --- I i _____ � - - - � I _MV J, : % t I J ! I loollool I plisillillillillill Ill I - �O'r ,I", iI L 11 % .I .I .. I , 11 A I \, I , i � ..- "--, /. a A I I -, o n All.'-- ,a_-,7 NO�T`Ewv SP�ECIAL PROVISIONS FOR Uj 4. : I V / 11 i . : a �. e , I " -- .L 0 1- I%-C-1_�_ . 11`11) i - ,o-t, ` i I - _� I OL . 11. d io des I � I ..� . tn o I o I it 11 - ; CLTOR SENSOR TA l BLE V_ , L el / DE�TE, ,� �1, - i I --�..Nmlommwmmmmwlm "M ___ i .. - I I 1, - , * � 4 - -') THHN cor d-,k-,i c t ar s 1 n ,, x.,-" ---_,,i, i [D Fumish: and `nsto,i ECONOUTE ASC/2S SYSMM C%"IOLLER AND ECONOLITE 16 !.. -_. �zw I , . : ( 2A , 1--,'-g condt.,-i.' ts %1 THIS WOIRK ARE ON FILE IN I , 7 3 -- #1' -, ! . P I -S ` 61L u I I E , I .1 : ,. . k, a EX. G7E VAULT -11 I 'UL confl*ct monitor telemetry interface n ,, SM 66 termona' block I - I a-2 I I % \1- _4, � , I : SENSOR I LOOP PER CONTROLLER ichonnel: MM I ff - . " ; ---------.-.-- I _ r� L .- . If 1I k I 11 i *-----. � e . . L . I ( 17 ,� : i " - L I 1 _11 11 , : 4, 11 '111k, us mg wa I O I .. t THE OFFICE OF THE' CITY DETECTOR, ECON LffE ASC/2M master controller diall-u!p more and S::�DLC connecting " 0 t I, 9 L 1, 11411 . r . L "" , ) . "' , S / i NO. CHANNEL I SENSOR INPUT I .� .1 I I 10, I � 4 k U - ft " ; : 11 I I " 11 _1� � I . . I.. I � I I C,,I "- 1' 0 0 !-'-,rLon Coilel,le....1,"-or W I - I- I is - L __ cebles with detector sensorrs, and auxiliary equ'pment 'n a, TYPE *P" cob'net. , �� L 4 11� 15 Furn' In a7nd Mount !'I) C`�"L)" 41 I : - - �- __ - - I : 0 I -111,11 k_�14.41, 1�.A` 1- I � . I "Il 1 I IL11 _1. OrF 6;* , - .- i / , 1: I .i 'I 6 ", " . ENGINEER., ! I � � Install con'troirler L calb"net. on foundotion, ad e deto L I P L , 11 N I � I and on SWET . . - "i I % , - . i 0� � . . I -, ( ! 1 - � 1 -N - 01 1 1 L ' I r . L 01 0 d 0 I ', - a I ; I , ` - i L - - ____1._______- I 11 - - " �, l r 10�1 1-i __ ...... .-.,.--I , - , ', a � 4 , . 4, 1 1 . ......- -- . : C, N i- 11 � I � 1. ll - I � : efterm'ned by ther See Spa 'ol Pf . �� I ,� �o ! %� � % I--,,- L,E' TRACT MAP: NO.' 15875 ! 1 i Exact location sholl be d N�PER* ell! rovisto-nee 'I ', I � I �� 1% w _` 1� � : , : I ir I L , : I , L . I : I - , I I %L U 't L_ - : , L %: � I ; I � I I L ; I � MONVAIN-_____ I 1111 I 11 I -_ 2 1 S,-05 1 5i : -�:��', `� .11, I 11 I 1101111111111111 11 1111 . ___ __ I I I I - : , I � � V __111 " I ___ i I : F-..._..,_.� p�jq 1: 0 - .; I 11,11 7 1 L OR=11 mormog I 0'wo III g] - FuML'.Sh' r - � .. ji : � 0 1 : I j� ; I - W I -1 I ! � 11 -natall TYP, 11-BF Serv"ce E ant Encli ith one 5DA-ll I . � and I E I t osure P i & `1 0141 �_,_,-lo� , I � , ....�� ,I ! I I I I I � L 11 .. i : , I L I q If L I t I I I L $ " - III,, K 'III ` " �� I'll 'Ll'il:��ll'-",-��'ll",��,��.--,�ll'��'ll,�,-.",-,?-"��".-�.�-,1--l'�,, ll-",�ll'-".""",�,,�y,�ll,�,�,�"I'l��,�,�-11-",�""I �'ll�'ll",�,-��1,111"10"�'I'll�.�"I I : 1 2-N- 01 3 9r, i r I Ml 11 �._:,%. : - L - _111," -",.,,�,!�,�-"-r�"""4"1-,�___',�11 _11)-11",�,-"-�--��,-.,�,�l---�'ll,��X."��,��: ,-,-,�"-l��ll-,�,�.,��.-"",�)III".""",il�'- � � i I I I � i i ! i I circuit breaker for metered slqlnols�, two 9"U P dircui`t breakers for un: atered � I v- i I 11 i I :1 � I I 11 L L - I, I __ _,"a-, memm,, - I I 1 5A_I 1 I i I . I C4, I 2 � l I I nid P ircun breaker for Metered I.I.S.N.S. See Special L 11 -_ i - 11 � _ L 11 L I ; a one r 11,1111111111 i I 9 �in I 11 : :, 2 2-NL-06 4 14 0 . : � :r i L I r � : --- 1-1---___ I .. Ovilft, R I I : *ftfto! r - - a and City Standard 407, 1 I I f",Nt, A- , .� � I - ,, I : , L, L, I, --1-o-e rt- � � I - I.� � t . 11 f - � 9 I� L .15i : __� I : , �lfor � : I I I 14 i 1( � r 1 l 1 -N-06 3 1 6 .0 11 I 3W .1_ I 2"____i__ , _ 3 I � � - -10111 paimigim 1111101 'I .. � pw-Aw� � I , .*Powskft� I igloo 1, I IN I I .I_______liallimmmilln : P ! � . - I A 3 Furnish and install 3" condult & pull rope to SCE power source. � I i - I : 1 2 1 0 � , � i 'CRY : 2 � 1 -S-02 3 2 III $ � �32 - � I L I : NO,j : � - I --- . ______ 1 1 � 0 � 14 ! DESCRiPT1 N OF REMSION I DATE i 0-2 1 . i : : : FUrnii"Ish: and Install singil, 4i: EVP Optical Detector on 9*1 I most arm per : 191 . " ACCE1710 � . � I �.�c � .q.05 0: i 1 2 ,-, 3 13 L 0 n ut na I " . ... , I - - 'I IN IIIN1110:111111M . sm000mpmemom - -- 4 'Lo �C � .J ; I . ; � - � � . � f I L I -1 - - - ___ detail, on SHEET 1 OF 60 hoses shall be as shown on t,,,e plan. < � i t - � 4 : - : I : ,I.- � - _ � i I I ....... �3:r � � q � � I L I , , V6 L L I i r � . L I I I I , : � � r � I I : I L .I I : 1 2 , 1 2r-S-02 4 10 : I : I _ ...i 0 � : I i � I I r I I r ______________ ----,------.- .- L . I I I z I INNEWINNEP I '" 0 CITY' OF R-ANCHO CU,OAMO�NGA � � 1 ; 1 . . � I i � i I : : I per CAL,T.,R, 'A-N. S I : i Fummilsh. and install, R73-7 sign (361ox45*) on Wignof malst orm, �g I I .1 I I I I ! � I I i I & I to X �-.--- � i ; I ;V . I : . ...,11-I 1,� � : � : � liiiiiiiiialli I l on ; : 1 3�-N-06 i 2 � 14 Stondard ES-6T., Detaill U. . t 11 I � � - i I I � - � . . I i � nomp . . r � I � I � I � 5 i : . - . - I .*# � . . 0 U. � L I . 11 I %7 � i �. .... X; �O I I I � i : I I . L � I I I I 4 . . I L l I i 2 3-S-02 2 qjL ; I I LL ;; . -". TRAFFIC, 810HAL PLAN . I � ; I I L i I 0 ; : I____......-, -1111, . - � ... I L I- 1111 0 - 1 E,, - Fu,m-ish and instaill R34-2 sign (36'06L"): on grial rn-fast arrn per CAL S, I � � I - I � I I L � I r, __ L I L I I 11� I I V1_ %W - I i � � � 1 JL � Standard ES-6T, Detail U. : � - a- U_ � , i 1 4-E-08 1 I 8 i'M - i � � - I . 11 ____ i : . 11 - < : I : � " I K BOULEVARD i 11 6 a.- INSTALL W41 DAY CREE i i - < co X36 � L . AM9091"a I L I : . - I I I ; ____ � : 2 1 �-W-04 1 4 Existing 41mm. e .., Install 12 poir #19 SIC. (See SHEET 6 OF 6) SIGNX6 � : 1 - ____ -I � I- I ___ AL i 11 - I � , a F105 � i . - ON M I � I : I i � _L E-08 2 � 16 IP a I L I and : 1 2 I . i __ . ; I Ill . I j �L ; . r [j] Fum-sh and "instail 2" oondut & 2-12 por #19 SIC. (See SHEET 6 OF 6) i � � 7 I �- . I L . I ft ! : I I �L �_., I : l � I i I I I 0 ! ! . I it I I i .L..- : l L . � --l-oWli 1,1111 2 __ 2W-04 2 � 12 ., I ,_ -.-,-.. LO V1 � ORJA PARK LANE I I'�� '�� ! � I i E Furnfish and instoll NEMA enclosure on side of controller cabinet for telephone : I� -,�L � � " I I .-.-...� � : : 17 I I JL . � I I I I ! I . � �:.---_..1. � �L � 0 .,.,� 11 0 1 14 1 MOMMEMENWOMMOM - -"%---M - $ 0 JNL - '/ ' L ; 3-E-08 4 1 3 termination, per, CITY STANDARI)I PLAN 408. - P - - I I ��--- - -I I I -.�.-,----,-,--�l-----.-----------. I - --� _ I � . � - i .. L --- I 7,7. � I ��] : FE 10*. APPROVED BY, . .9 11 (��Ir , 1 13 - � , � . A,": A RKIN S � %." .; , DATE- i UY : 4 1 -W . ) 1 2 . 3-W'-04 4 7 � * a .�:��.-_-.', , � t I � ; o,n ''e , IL I I4 __ _______ 11 . ___j � : � [I r L .. 11 , 2495 1 : � I t S, 'r r� CI1L,Y ENGINEER �__ " ----. R.C-E.5 - ; � I I I I -- I -I -� .I � a' , , , I 1 . -16 &ff-la �� j I �1` --------- -1 g Fum sh and nstalil 2* tellephi � nterconnect con4utt, Term"nete, 5" from telephone i l� L I k :L - : I iL ' - 11 � - : � L I I I z - I . :i I I or __ L I - ii I OL �, 'L_"'_'"'_i I I '' -I%hbl- ,b MI'Milis L liall gill-IN _.I �I llloommom NIXON I � 1 1 EVP_ 0 1 & 06 EVP 3, vouit-11, Puil box covers shialI be lo- beled 'TELEPHON, ',,,.E* The CONTRACTOR sholi 11. _� : . I . < '% I f III I IL -,.-.-.., L *%ao�l I I � 1. I�-----Now-w-6f.vu- I . ]I of � _. , , 1,47 L DESIGN, RECOMMENDED I I � L EVPL -E 'ne udin 'nsto1l; tion .C4 I X a , -E RHART 9 coord'nate te'lLephoLne service alstabrishment withi GT I r�j 11 of conduit , (i LAWRENC - So EISE I s (909:)XXX_XrXXX. - - i . � &i 19C L 2 1 4 , and conductors to controller assembly. NeW telephone nu er I I I - � � law am 8111,111 11vol Inmi:�_.IP I�...i..I,, -............`" � L -j __4 = : L.S.E. j A& I I I :! � CONSULrING XNGNEER ,I � :i No. 13493 , 1 1 1 i D`P 5 & VICTORIA PARK LANE - I glilli�ilinismilimmolli�ilmimplailillohisilloiI .. -I- L 1.......--r-, I ly L I* Exp. 3-31-01 * 2070 Locust Court S�HEEI I ,ow n ;) 10 I I i I R Furnio on:d instail bike pusi button assamb: on the street aide, of th � I I � h e 9 nal 1: ol:e. DRAWN � i � � � i I L I : 2 1 L -________ - EVP 6 i The sign sholl. be in-stolied below the buttons. The buttons shall be the ;VA type- I L.S.E. Son Bemardi'no, Collifomia 92404 - - iFl gnomon IN I - 11111- _I_iFI_I,_______.1l1 . � I :elf 4.0F1.17. .,,,__ 11 I , : A halil, CIVIV T 6 ( 09) 864-5406 Fax- (90-9) 864-5047 * a fI'll . id�ll , g', Existing lulminaire ond no parktng sign to be removed, byL others, I I I I - It - , � ____ L-- � - - I I \1- I I If i C 1, r CHECKED DRAWING NO. L I . I - i . I I � 1 1 � I At' I -A' - L � - 0- 2 AS �.Y, 6:4"_ 1 /' 8JPLL-0 : - I L I 6I %D I I ____________ - I I I olmodesionesomalymon - I- . - I L LAMENCE S IrSS I,I '� "li 1 93 DAR � i Wil ORM110111"Em. MINI ill .". 111111=Ilion I 111111 01 IN i 11 I lillolIiiiii NNININNOW. I.-11NI ------,---_ . I \1 I ---__- I I � � -.1-- - I 11 IN I III I 111111IN11111111 0 ilimilil 111 410 0401"I ..---- __ . �ill -- - -_- . -� �,- IN i IRWIN 111MI.90 A i I I NEENNFAM , 11.w I 111"!p1l.1111 I I 111111.11111.1 I-11 -IM-INIX.Emm, WOMMMMM P09MR IN I I 1010 I I -i I 11 P5111 I 11 11m,MOPMEW lmiimmi,iliiiiiiiiil-i 1101 N1 Ill, I 11 I 1-1111 1,1111IN IN I RiNg le _0 IN llilli-i-ill IN li-i..iiillilINIIIIiiii,li--, - __--__�_ - , I-1 111111 I 1.11111111 I _____ --- I I-----low,00101114 0100101oll .-- III 11,1111 IN 11---,1.___ - 1-100 11111111 ill 1110 111 �101111 i Ill 11 01-I I I IN NINON I 111111 Ill I I 1.1 W I I 1011 41 rqjlll�llpll __- ____�_. N WIN I gill I I 11 11'.I I 0.N i I'MM"I I 11111 a- I P11101-111111,101111011 I 01 I I 11 11 _1111 I - .1-- I I pll= -1111111 � I - ; i.-4-A--� , ,,. --jo I 4L�kz,f,4 /55�_ . I - I � 111111 i i I ! f . � � I � : I . � i . I - . I � : . � mum � , I I I onspommommomm � I i i f i f I . I I I . I 7zi� , I . - ; � q I L : I I : I I L : I � i i i � I I � I � r I : I � z r I I i � I __P � ' 1W I m"m 1� 7zk� � I lummmme 7B'"]" kw 11. "I'll 1",��, ' �0 ' � IANl � I I I � , 'T%S4 � , .o . , � , - I "i I I I I _I : D �� - : I I __P�� (!) I I L 0� I I I , -, I I I I I I I I I I I . I I . . . . I I . CONSTRUCTION NOTES SILVERBERRY STREET POLE AND EQUIPMENT SCHEDULE CONDUCTOR SCHEDULE 1Q — Furnish and install ECONOUTE ASC/2S SYSTEM CONTROLLER AND ECONOLITE 16 PLACEMENT PED PUSH A.W.G. RUNS channel MMU conflict monitor, telemetryinterface panel, SM66 terminal block POLE SIGNAL STANDARD SIGNAL MOUNTING HPS �k OR CIRCUIT RUNS and SDLC connecting cables with detetor sensors andauxiliary equipment in INA DIMENSIONS BUTTONS I.I.S.N.S. U Q Q Q , Q Q Q Q a TYPE P cabinet. Install controller cabinet on foundation and pad per NO- DESCRIPTION SIGNAL LUM IRE "C" "B" »E» POLE MAST ARM POLE ARROW LUMINAIRE LEGEND D.L.C. 1 2 3 L4� b d 7 s detail on SHEET 1 OF 6. Exact location shall be determined by the ENGINEER. MAST ARM MAST ARM VEHICLE VEHICLE PEDESTRIAN 0 01 VEHICLE 3 3 3 3 3 3 3 6 See Special Provisions. A 15 - 15' 3' 5' - SV-1-T - SP-1-CS 4 —+► 20OW - 02 VEHICLE 3 3 3 3 — Furnish and install TYPE III-BF Service Equipment Enclosure with one 50A-IP ��y _ ay CreekL 04 VEHICLE 3 3 3 circuit breaker for metered signals, two 30A-IP circuit breakers for unmetered p` qM B 17-2-80 20 12 3 4 SV-1-T MAS SP-1-CS 2 -�- 200W 05 VEHICLE 3 3 lighting and one 15A-IP circuit breaker for metered I.I.S.N.S. See Special C C 15 - 12' 3' 7' - SV-2-TA - SP-1-CS 2 —+�- 200W - 06 VEHICLE 3 3 3 3 3 3 3 6 Provisions and City Standard 407. D 29-5-80 55' 15' 3' - 5' SV-1-T - SP-1-CS 8 -�--- 20OW Silver berry T 08 VEHICLE 3 3 3 3 �3 — Furnish and install 3" conduit & 3#4 service conductors to SCE power source. r 12200 - 02 PEDESTRIAN 2 2 2 2 _'4 �� E 15 - 15' 3' - 13' SV-1-T - SP-1-CS 8 —� 20OW - 04 PEDESTRIAN 2 2 2 2 2 2 4 � — Furnish and install single input EVP Optical Detector on signal most arm per �\ detail on SHEET 1 OF 6. Phases shall be as shown on the plan. , 0 3 F 17-2-80 20' 12' 3' 13' - SV-1-T MAS SP-1-CS 8 - 200W ay Creek LV �14 �6 PEDESTRIAN 2 2 2 2 2 � 08 PEDESTRIAN 2 2 2 4 © -- Furnish and install R73-7 sign (36"x45') per CALTRANS Standard ES-6T, Detail U. ,� �`� G 15 - 12' 3' - 13' SV-2-TA - SP-1-CS 6 —+� 200W - 02 P.P.B. 2 1 2 © — Furnish and install R34-2 sign (36"x36') per CALTRANS Standard ES-6T, Detail U. _ - I ver erry T 04 P.P.B. 1 1 1 1 1 1 1 2 H 29-5-80 55 15 3 13 SV-1-T _56 SP-1-CS 4 -�--- 20OW00 06 P.P.B. 1 2 2 2 Q — Existing 41 mm conduit. Install 12 pair #19 SIC. (See SHEET 6 of 6). �8 P.P.B. 1 2 " 33' �k I.I.S.N.S. SHALL BE MOUNTED ON A SEPARATE HORIZONTAL MAST ARM PER DETAIL ON SHEET 1 OF 6. �s — Furnish and install 2 conduit do 2-12 pair SIC. (See SHEET 6 of 6). 42r P.P.B. COMMON 1 1 1 1 1 1 1 2 22' SPARES 3 3 3 3 3 3 3 6 ® — Existing luminaire and no parking sign to be removed by others. TOTAL 14 13 19 22 25 25 22 18 52 , 17� ' 17' 12 I.I.S.N.S. 2 2 2 2 2 2 - - LUMINAIRES 2 2 2 2 2 2 2 - ' 5 6 #10 SIGNAL COMMON 1 1 1 1 1 1 1 2 TOTAL 10 3 3 3 3 3 3 3 2 04 o ; 01 DETECTOR 2 2 1 2 TYPE 02 DETECTOR 3 3 3 3 5 6 04 DETECTOR 2 2 2 2 BCR------------------ T d 4 . --------- -----------------ECR o- 05 DETECTOR 2 2 2 2 W; ,) O o F 3 ;m APPROX. 500' TO C 06 DETECTOR 3 3 - - - BACK OF X-WALK D.L.C. 08 DETECTOR 2 2 INSTALL W41 ,)p , 6 3 3 5 s SIGN (36"x36") TOTAL D.L.C. - 2 2 7 7 5 5 14 7 - - 7 ON METAL POLE EVP CABLE 1 1 2 2 1 1 - 4 H J04 E 1 1/2" C. 5 DLC t 1/2' C. 1 DLC 50. PAINT "SIGNAL AHEAD" MARKINGS CONDUIT SIZE 3" 3" 3" 3" 3" 3" 3" -3 -- -- -- - 08 08 6 -- -- -- f.� MID-RUN �A INDICATES EXISTING CONDUIT RUN - - - - -—-—-—-—-—-—- Lx% _�__-- --- - — _ — — r _ ----- - ----++ - --- 01 & S8 -- - - __ -- -- - ©INDICATES NEW CONDUIT RUN DETAIL "C" ------------------------ -------------------- - - - - - -- - ' ' ------ ------------------- ------------------ 1` - ------------------------ --- --------- --------- 1 121N - - - - - - - 12-W•-------------------- - 12"W•--- - - 121A I , •} r- , ,z1M - ,z'W- - Oi 6PO n N '� o zI —_ 7. 6 "' I 4 01 & 06 N N 25r TO X-WALK S 11 RAISED MEDIAN N DETAIL "MA -5A" I = 00r1 & 06 t 1-S--05 2-S-0 '� x6 0' 5x6 5' 5x6 30 Sx6 " r EIF-( - - - - 3 - ---- - - - - L 30' 5x6 15' Sx6 10' 6 5 r 3 2-N-01 1-N-(i, t 257' To x-W&K _ �7 RAISED MEDIAN ---- ----- ---------------------- ------------ ------------------ ------- --------------- -- -- -- -- -- ----------- - t2"S- ----------- ---- ---- - ---� - 12"5--------------------• -- 12' - N ----- - ...- -- - -•---- -�L2`5 --------'----------• ------------• --�-12"S b2- --��- - - ----- - - 4 t2"S ------------? -12"5------------------------D AIL "MAS 5 N W h 0 I N EXISTING CONDUITS IN JOINT TRENCH '- - - -- p^� - ------------------------------- --------------------------- - - ---'-- - ---- ---1------------ ----------------------------- ------- --- N ---L-----------Y----------------------------------------------------------------------------------------------------- - ---^ ^ --------------------------------------- - - - - -- ^ -- -- ___---___ - ____ - ------------------------------------_--.---'-------------------- - -_--_------- ---- ---__________ Z---------- -----------------------------� __- - - -_ __ - ` --.__-_-----__-----_----._---_-___--------_---------------------•- ------------------ ------------- ---- ----- _- ----------------•---------------------- ----•------------- --•----' ------------ •-- - - - - ------ ---- ----- -- - - - - -- - ---- - - - -N _ _ - - -I- I -- - DETAIL "C"1 ;I. s 2" C, 2#6 (SERVICE) A E 1 . 06 02- - - - SCALE 1"=20' so' _ _ ; E 10 0 5 10 20 40 __ A , . 04 - - - - - - - - - - - All I PAINT "SIGNAL 1 1/2" C. 1 DLC 1 1/2" C. 5 DLC O' 08 _ STA. 50+60 AHEAD" MARKINGS O _- _ SCE HAND HOLE 3' _ SERVICE POINT INSTALL W41 , 5 SIGN (36"x36" - - - - 5 i� g ON METAL POLE 8 mECR - 8 N 3 --- C-------------BCRW APPROX. 500 TO 4 a BACK OF X-WALK d " 4 10 2�Er-v8 2 C, 212 �LIGHTING) I.I.S.N.S.) 18' 23' PHASE DIAGRAM 30' 35' �, NOTE: SPECIAL PROVISIONS FOR DETECTOR SENSOR TABLE � ; THIS WORK ARE ON FILE IN X SENSOR LOOP PER CONTROLLER 01 02 03 04 THE OFFICE OF THE CITY DETECTOR 3' R1 II'I NO. CHANNEL SENSOR INPUT T '_ ENGINEER, 1 6 a8 1 1 — N- 01 1 1 * FILE: TRACT MAP NO. 15875 1 I 2 1 —S-05 1 5 — — 1 9 a-- �----� Not Used 1 2 N 0 3 . C� 2 -- - �-- 2 2 N 06 4 14 c� Q 1 1 —N-06 3 6 — Lf 3 P�►L �K cmr ' N DESCRIPTION OF REVISION DATE - - Lam_ 0. D 2 1 S 02 3 2 1ACCEPTED 1 2—S-05 3 13 �..� . Not Used 4 —� 05 6 7 >�8 2 s 02 4 1oCITY OF RAN H 2 RANCHO CUCAMONGA 1 3—N-06 2 14 5 2 3—S-02 2 10 I' TRAFFIC SIGNAL PLAN R1 * PERMISSIVE LEFT TURN MOVEMENT 1 1 —E-08 1 8 1 DAY CREEK BOULEVARD ASSEMBLY IN CONTROLLER TA JUMPERS 6 INSTALL Y 2 1 —W-04 1 4 FOR ASSURED ANTI—BACKUP TO PHASES 1 & 5. n Q ad 1 2—E-08 2 16 0 3 7 i _ _ SILVERBERRY STREET 2 2 W 04 2 12 N X 1 EVP 01 & 06 EVP 3 22' 22' x 0 APPROVED Y: ATE:L0 P OVED B D 8 2 EVP 02 & 05 EVP 4 Q, ��i 33' 33' a O S. E CITY ENGINEER R.C.E. 24953 F / 1 EVP 04 & 08 EVP 5 Q m INSTALL W41 �a� sF � f- )1 N x 6 � � DESIGN RECOMMENDED s G 3s 3 �, � � ✓ LAWRENCE S. EISENHART 9 ) 2 EVP 04 & 08 EVP 6 ON MEAL POST � J L.S.E. J A& No. 13493 CONSULTING RNCINEER 0 ,n Exp. 3-31-01 * DRAWN 2070 Locust Court sHEE1 L.S.E. San Bernardino, California 92404 PAINT "SIGNAL `j'lq CIV1� �P Tel: (909) 864-5406 Fax: 909) 864-5047 �OFJ_ AHEAD MARKINGS OFF1 CAL CHECKED DRAWING N0. i1-ft S SILVERBERRY STREET z ENCE 5. E R.C.E. 13493 DATE �k-ee� ��° d,, LEGEND: I 6J3U 6J2L 6J2U I FUTURE INSTALLATION ��I ( PHASE DIAGRAM ► EMERGENCY VEHICLE PREEMPTION I 08P j w I Q . z I 08P 4 1 Co MT I 06P 1 06P 1 0 7 08 ; o- - -0 x DETECTOR (OPTICOM MODEL 721 I 6J3L I b 06��o b 06 03 � 08 .4 I I EMERGENCY VEHICLE - �--� I 01 PRE-EMPTION DETECTOR I OR OR INSTALL TYPE 9B 103 mm -' I 05 02 02 Q 07 04 CANTILEVER FLASHING 19 mm 0 N I PPLE I o w I � 05 Q � BEACON PER STANDARD MASTARM MOUNTING CLAMP (PAINT TO MATCH) I �- Z - 119U 102P 1 02P 0 ► 04 o- - -0 PLAN ES- 9A (PELCO NO. AB-0132-L) I E -� 4 1 C, MT I 1 9L Ln I l 04P CHASED OPENING t o I b v 04P� --- -�-- --- FOR NIPPLE I 00 �- -- � •-- --------- E --- --1 MASTARM LUM I NA I RE -� - - j l ARM o ` 6' I I IL t I IU ! r 41C, 2* 14, 1 #8 SIGNAL POLE ` BARE GROUND 0 E � 1 � I ( � 1 i ' FUTURE SIC, } w PREEMPTION SIGNAL DETECTOR i I !, i 41C, MT m 1 1 41C, 2# 14 , I #8 41C, IDLC I f 1 1 #8 BARE > 53C, MT FUTURE INSTALLATION i � ' ' _ BARE GROUND UJI �4p 6,J4U �� GROUND 2DLC, I 8 ,� -� w �'�'�17- O COIL 120 m, MT I ; 2 3 3 BARE GROUND rEl w a ��/ IN #6 PULL BOX 1 ` H �` + _ O 41 # 14 1 # � o I t I 9 C• 2 8 x w BARE GROUND 53C, 2#6, 4# 1 0, 4# 1 2 x 2 E E 1 #8 BARE GROUNDOIto) r✓ 4 M PO I- o /- 8 P / �6 P 08P \C•3�ROVN� D O Y /9 6 2 & 5 i PRE G 1. 0 7 to w �8 8 �` Jt Q w c.� o C) 41164 cc i B 1C, r p�G --- -____ 53C, 2 �;4# 10, 4 # 12, 2# 14 W ARE GROU I #g .._ `� w�`_ 1 #8 BARE GROUND ND ----�-. i 5 T 6 � Z � 8 U I 1 acr 04P 8 7 _ fj_ t I 41 C, 2DLC, 1 #8 _ -�_ 3 04., 6 53C, 2#60, 4# 10, 4# 1 2, 4# 14 BARE GROUND 4� 8AR f 3 G`C� j qP 1 04 DL #� 4 6 CONSTRUCTION NOTES: ( THIS SHEET ) 1C• */¢ ROUND 4 ) 2 ,/ NEW POWER POLE TO BE INSTALLED BY SCE > / 8 O SCALE= 1 : 200 I INSTALL TYPE 1 1 1 -CF 1 201240V SERVICE CAB I NET WITH TYPE V PEC. Q �,__�- REFER TO SCE DRAWING NO 6030_677 �_ - 01 Z 2- 2P- 1 00 AMP - MAIN BREAKERS ` 06 5 MOUNT AT . 7 m o TC- 1 METER: I - IP-50 AMP - SIGNAL ~ LS- 2 METERS I - IP-30 AMP - SAFETY LIGHTING 6 ~ I - IP- IS AMP - IISNS _ E _ - COIL 120 MT m, I - I P- 15 AMP - PEC O _ _ —_ - --- 'r;'" C I N #6 PULL BOX cl- M 1 , x z F2] INSTALL 78 mm CONDUIT AND TYPE " H" RISER TO SCE SERVICE POINT, 6 ' f a � � � CONDUCTORS TO BE INSTALLED BY SCE. 2 `` 0INSTALL MODEL 170 CONTROLLER AND 332 CABINET ON NEW FOUNDATION. TOP OF i ' E '�,% ; 214L ' � FOUNDATION N HA 4 mm ABOVE FINISHED N I H RA INSTALL TA A FOUNDATION t l l °�- 2 114U I 1 STALL twP DETECTORS. aglewtvAL Gi7Y 0 0 SHALL BE 50 BO E S ED GRADE. S LL FOR o i 3 ITN"�-410 PAVO A&- i�5-6 (el cf9o) JAG JA& �.- A TYPE P CABINET WITH AN ADAPTOR PLATE WITH BOLTS TO FIT A 332 CABINET. _ � i � i C, MT FUTURE SIC CITY W INSTALL A 2 m WIDE 10 cm THICK CONCRETE PAD FROM CONTROLLER CABINET TO f I DESCRIPTION OF REVISION DATE APPROVED, CURB OR SIDEWALK. oD i I 1 53C, MT FUTURE INSTALLATION SAN BERNARDINO ASSOCIATED GOVERNMENTS — cr- 1 444 NORTH ARROWHEAD AVE' � SUITE 203 Ln 4 INSTALL R73-5 ON SIGNAL MAST ARM. FY ( 5J I U I) SAN BERNARDIN A 4 I W , ! 0. C 92 0 o a INSTALL ,R73 - 3 ON SIGNAL MAST ARM. ' E �- I r„ CITY OF RANCHO CUCAMONGA U i I F61 INSTALL OPTICOM MODEL 721 DETECTOR ON TOP OF SIGNAL POLE AND MAST ARM j a WITH ENERGY INLETS POINTING TOWARD APPROPRIATE STREET AS SHOWN ON PLAN. , 1 I z etrjc Z GENERAL NOTES= ( THIS SHEET ) a � IC. MT o SIGNAL AND LIGHTING o o I �' Li l I . ALL WORK PERFORMED SHALL CONFORM TO THE CALTRANS STD. SPECIFICATIONS, DATED E _ HIGHLAND AVE AND DAY CREEK BLVD JULY 1995 AND STD. PLANS DATED JULY 1997 AND CITY OF RANCHO CUCOMONGA, EXCEPT 213E Q o - - c� AS SHOWN IN THE SPECIAL PROVISIONS. 5 J U - a11, �o E 1 � 2• THE CONTRACTOR I S REOU I RED TO TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF 1:1FT ~ �° P Nq( APPROVED BYi / , DATE � UJI x o UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES o � ,�� yc CITY ENGINEER '_' •r �l (J RCEl 2 95 �- OR INTERFERE WITH THEIR SERVICE. 4 1 C. MT 00 =, m DE51CN PLAN PREPARED BY- RECO► CNDED a 3. LOOP DETECTORS SHALL BE 1 . 8 m X I . 8 m OR 1 . 8 m D I A. TYPE " EN CENTER THE LOOPS o. c aoebe ThwwTo C7 o FPL AND ASSWIATES. INC. IN THE TRAVELED PORTION OF THE LANE. o 4c xp,03-31 -99 DRAWN b MPORATE PARK, SUITE 31�0 SHEET � LIT ,r CIVIL Thww To IRVINE. CA W14 uj o =' 4. FOR CONDUCTOR SCHEDULE AND POLE SCHEDULE SEE SHEET E-2. 2 1 2U 2 1 2L 21 3U FUT RE INSTALLATION l'� `P - � 5. EXACT LOCATION OF POLES AND SIGNS SHALL BE DETERMINED IN THE FIELD BY THE STATE ' S REPRESENTATIVE. CALF CHECKED Px.wAMG E 32�p oRAw8 HD. < o R.C.E. NO THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY DATE FILE NO -I J o FOR REDUCED MIANIMOETERS AL 0 20 40 60 80 CU 08236 EA 443431 SCALE: ravo' SEE TRAFFIC SIGNAL PLAN 3 OF 7 EXISTING CONTROLLER FOR INTERCONNECT DETAILS C) 0 ;% 0 oil, O 18+63.86 Q DAY CREEK BLVD. 26+94.64 DAY CREEK BLVD. Ln LL M W 1It J -- --- — -----�- — — — — ----- -- ------ — — -�- — ----- ---------- ---------------------o--------- '---------o---------- — --- -- — — ----- — — -� — — — ----------- �--- --- — ----- ---Q- — — ------- — • It Q --�— --+—- i —}-- —+— ---�— — --+---�— -} } —}--T --�-- ---�---�- -—+—� --+-- �— f —}— --�— N 0 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 7 I 28 29 1 30 31 32 33 34 J 1 � 1 i I W W Zm 1 � - 10+00.00 DAY CREEK BLVD. 16+53.40 DAY CREEK BLVD. 32+14.54 J W f DAY CREEK BLVD. = W i :'�VEW CONTROLLER V Q .... D Y CRE EBOULEV RD 01 — Furnish and install 12 pair #19 signal interconnect cable in existing 41 mm conduit run. ® — Furnish and install 2- 12 pair #19 signal interconnect cable in existing 2" conduit. SCALE: r000' SEE TRAFFIC SIGNAL PLAN 4 OF 7 .- -- _-" SEE TRAFFIC SIGNAL PLAN 5 OF 7 TRAFFIC-------------- SEE SIGNAL PLAN 6 OF 7 FOR INTERCONNECT DETAILS ...................... FOR INTERCONNECT DETAILS FOR INTERCONNECT DETAILS ®' 0 , _ 36+38.03 Y CREEK BLVD. 11 It, 48+44.15 C DAY CREEK BLVD. I; 58+69.51 0 ' AY CREEK BLVD. r ' ---�- -- - --- -------------- ---+ --- - --------- ---------�-------------------�------ A -•------ ------►----------- ---�- ---- - - - --------------- ------ --------------------- ------ - ----------� ------+ ---------- , i Q \14Y 1 O5 36 38 139 40 41 42 43 44 45 146 43+10.87 DAY CREEi( LVD. 47 48 4� 50 51 52 53 54 55 56 57 58 59 60 1 1 1 , , I , 1 1 ► I 1 W Cal , 1 W Z �, _ QIf ESSI S. .Jfil B 54+13.08 AY CREEK BLVD. W11 ,- No. 13493 NEW CONTROLLER ,NEW CONTROLLER � Exp. 3-31-01 '•� EXISTING CONTROLLER s}q C �r IV1� OF CALF Cn D Y CREEK BOULEV RD NO. DESCRIPTION OF REVISION DATE CRY ACCEPTED CITY OF RANCHO CUCAMONGA TRAFFIC SIGNAL INTERCONNECT PLAN DAY CREEK BOULEVARD BETWEEN BASE LINE RD. & HIGHLAND AVE. APPROVED BY: DATE: CITY ENGINEER R.C.E. 24953 DESIGN LAMENCE S. EISENHART RECOMMENDED L.S.E. CONSULTING ENGINEER J A� NOTE: SPECIAL PROVISIONS FOR THIS WORK ARE " rnar Locust Court SHEET L.S.E. San Bernardino, California 92404 Tel: ( 09) 864-5406 Fox: (909) 864-5047 of ON FILE IN THE CITY ENGINEER'S OFFICE. CHECKED 6 /tom DRAWING . w �]y ENCE S. I R.C.E. 13493 DATE /p S INSTALL BOLTED TYPE POLE PLATE - ATTACH TOP OF SV-2-T TO POLE PLATE GENERAL NOTES * IF X = 10' USE THESE DIMENSIONS ** W X O 11 ' USE THIS DIMENSION ;� 1. Traffic signal and highway safe li htin stems r CALTRANS Standard Plans and WITH OTHER X DIMENSIONS � 9 9 � safety g 9 systems per Standard Specifications dated July 1992, as shown on the plans and in the Special E.C.R Provisions. ® CROSSWALK DOUBLE YELLOW STRIPE STRIPE i�l 2. Traffic signs, stripes and legends per CALTRANS Traffic Sign Specifications, Traffic OR MEDIAN CURB FACE OR x Manual, Maintenance Manual, and Standard Specifications. Conform pavement legends O LIMIT LINE p to city stencils. Reflectorize all signs, stripes and legends. 2 FIVE SECTION O � - * SIGNAL HEAD G 3, Pavement markers and painting procedures for striping per Standard Specifications for THREE SECTION 3�** Public Works Construction, latest edition. „ G B - B SIGNAL HEAD 4, Locate all substructures prior to construction. Hand dig foundations until clear of ' X* REFER TO PLAN FOR REMAINING LOOPS 5'* , O O obstructions. Coordinate pole installations with overhead utility or substructuree ' owners. Phone Underground Service Alert and concerned utility companies 48 hours prior to construction. Location of utilities and substructures have been shown from a search of available records. The Contractor shall conduct his operation in such a manner as to protect not only the utilities and substructures shown, but other utilities LEFT TURN LANE 3 or substructures that are not shown on these plans. U 8" WHITE TURNING LANE LINE m 5. Obtain approval for exact equipment, crosswalk and limit line locations prior to final TERMINAL COMPARTMENT X-6' placement. Perform preliminary striping layout prior to loop detector layout. 2 POLE LOCATION CODE 6. Vehicle indications shall be 12", pullboxes No. 5 and conduit 2" rigid metal except as �. ____ __.. ___ .. _ .__.__ .. .. _ _ _ _ _ _ _ ___ _ _ _ -__ shown. FIVE SECTION SIGNAL HEAD 7. Electrical services shall be 120volt/240volt. Provide circuit breakers for signals (one EXACT LOCATION BY ENGINEER IN THE FIELD X 10� 6' ) 50 amp metered), illuminated signs (one 15 amp metered), and safety lighting (one r7MOUNTING DETAIL 30 amp per 1200 watts or portion thereof unmetered). Coordinate service details and scheduling well In advance of need. 8, The CONDUCTOR SCHEDULE is furnished as an installation guideline only. It shall be X-6' the Contractor's responsibility to provide the correct conductors required for the INSIDE THRU LANE 2 intended operation. NOTE: NOTE: 4" LANE LINE OR 8" TURNING LANE LINE ALL SECTIONS 12' ALL SECTIONS 120 3 NOTE: R ALL SECTIONS 12' NOTE: 10' Y v ALL SECTIONS 12" D 6 T f ST 3„ 1 » „ _ » Y2 „ G OUTSIDE THRU LANE I 8 U C 6 LC » J2 Y „�;, Y 4" UTILITY COMPANY TEL. NO. A G A A Y 5' 1 G G G G ALL DIMENSIONS TO CL OF STRIPE � - A A �q A ELECTRICITY - SOUTHERN CALIFORNIA EDISON COMPANY (909) 947 8269 141 GAS - SOUTERN CALIFORNIA GAS COMPANY (800) 227-2600 PHONE - GENERAL TELEPHONE COMPANY (909) 608-1230 M A S-5 A WATER - PACIFIC TELEPHONE COMPANY (909) 987-2540 - CUCAMONGA COUNTY WATER DISTRICT DETAIL "A" DETAIL "B" DETAIL "C" LOOP DETECTOR PLACEMENT SEWER - CUCAMONGA COUNTY WATER DISTRICT (909) 987-2541 R,Y,G = 02, 04, 06 or 08 __ _._ _ __ _ _ .__. _ I. I. S. N. S. L E GE N D DETAIL UNDERGROUND SERVICE ALERT (800) 227-2600 YA,GA = 01 , 03, 05 or 07 _. REFER TO PLAN FOR DISTANCE SIGNAL DISPLAYS TO ADVANCE DETECTORS SINGLE INPUT REMOVABLE // EMERGENCY VEHICLE STEEL CAP "Ar rdll�lry � N� PREEMPTION DETECTOR ARM LENGTH 0" 24" N SEE ter. i TL w r 8„ 12M r 1 1/2' R 3/4 S E NOTE 1 B — _ + 9-�, INDEX OF SHEETS PELCO AB-0155-L BLVD 1 OF 2 TRAFFIC SIGNAL ELECTRICAL_ DETAILS ak OR AB-0132-L Day Creek7200 2 OF 2 TRAFFIC SIGNAL PLAN Q COUPLING 60R" 6 TTOM—FOR _ " Day Creek Boulevard and Sugar Gum Street SIGN WIRING f " (NIPPLE do SIGN MAST ARM 8 —0 CONNECTOR NOTE: LB CONDULET, STO CABLE, HANGING BY OTHERS) HARDWARE do SIGN BY OTHERS QTY. ARM LENGTH ARM TUBE SIZE H0+LANo 30 AYM= s _ _ — = J_ m "A" END O.D. x BASE O.D. x THK. " 8'-0" 2 3 8 x 3 1/2 x 11 GA. 30 rjd�� 1��:.� MAST ARM J DETAIL BACK CLAMP DETAIL MOUNTING CLAMP FOR A W/4 BOLTS B LK (ASTM A-307) q ARM r 0"N 0- - NOTE: SPECIAL PROVISIONS FOR EVP OPTICAL DETECTOR SPECIFY -r I" �� AIL THIS WORK ARE ON FILE IN SIGNAL POLE 1 RAD. (HOLD) DIAMETER 2 --;- ___- - ID / THE OFFICE OF THE CITY A LWA ENGINEER. - 4RAI N DIA 4" 2 R 16 --"i �- FILE: TRACT MAP NO. 16081 F OTHL r—— BOULEVARD "T-CLAMP 66 EXIST. C & G DRILL SIGN TAB DETAIL I „ GENERAL NOTES � -- --`�'� DIA HOLE IN ` ROUTE LAMP SUPPLIED Steel of I N Q " psi minimum EXIST. C & G * TH A TYPE "F Yield r fabrication Z -16UNC BLUNT A— Steel ,5 NO. DESCRIPTION OF REVISION DATE AC CCEPIPI L P CAB. — ao EXISTING POLE POINT TAPPINGMD PPL — --Steel r eel „ U „Pn SCREW (PILOT HOLE W FIELD MATERIAL SPECIFICATIONS CITY O F RANCHO CUCAMONGA z CAB. TO BE r ter-4—L h_with s I ° ° a PAD �* DRILLED) LONGITUDINAL All welds shall conform to i•� Z . 1" LDS AWS D1.1 weld cification '-T " AVxwy LW TRAFFIC SIGNAL 4 ° � DEBURREOFINISH ILI a T VARIES 1 D ,s _ + HOLE IN U Hot dip ASTW —gal�niz� per 23 ELECTRICAL DETAILS 1 O HARDWARE Hot dip 1 galvanized per PLAN SECTION 1" DIA. HOLE 451W NA- DAY CREEK BOULEVARD W/GROMMET UCTURE AND in accordance with the TT/ / i 7 / NOTCH OR DRILL IN POLE HARDWARE "Specifications for Structural =Y 4V MTA)IM AND SUGAR GUM STREET FOR DRAINAGE (FIELD DRILLED) Supports of High" Siggns, Luminaires and Traffic 5ignols.' TYPE !! !! CLAMP DETAILAASHTO 4 / QRpFESS� APPROVED BY: DATE: `_ L P CABINET FOUNDATION AND "� accordance fa Structural � s �, CITY ENGINEER �� Yt R.C.E. 3 TRAFFIC SIGNAL LOCATION � F SuPPorts of H1g Si ns, � �`' � DESIGN RECOMMENDED LSusr o T° ic cna� ////////////////// L.S.E. LAWRENCE S. EISENHART U PAD DETAIL / No. 13493 CONSULTING L'NCINEF'R -- LOCATION MAP Exp. 3-31-05 * DRAWN 2070 Locust Court sHEE1 HORIZONTAL I. I. S. N. S. SUPPORT ARM T %% % T V L.S.E. San Bernardino, Califomia 92404 NOT TO SCALE 9�. \F Tel: ( 09) 864-5406 Fax: (909) 864-5047 1 OF CHECKED Y(/,,X � y DRAQWING2— CAL RENCE S. NART R.C.E. 13493 pATE / 1V8S.R1 5c4 1 9 1. -1 - -- -- CONDUCTOR SCHEDULE POLE AND EQUIPMENT SCHEDULE P SIGNAL STANDARD PLACEMENT SIGNAL MOUNTING PED PUSH A O A.W.G. CIRCUIT RUNS ^ ^ ^ iN,F � �\NGS G � � POLE DIMENSIONS BUTTONS HPS I.I.S.N.S. P P SIGNAL LUMINAIRE " » " POLE MAST ARM POLE P M ,� N0. DESCRIPTION C B E ARROW LUMINAIRE LEGEND D.LC. &A2 Q3 L4� �a_j /d� �7" "0" PN�,O -W-e , "j. MAST ARM MAST ARM VEHICLE VEHICLE PEDESTRIAN 0 01 VEHICLE 3 3 3 3 3 3 3 6 70 _ , _ _ _ _ _ A; 15 15 3 9 SV-1-T SP-1-CS 200W 02 VEHICLE 3 1 3 , o B' 17-3-80 20' 12' 3' - 9' SV-T-1 N MAS N - 2 -4— 200W ay CreekL 04 VEHICLE 3 3 3 3 3 6 �� ( ) ( ) 05 VEHICLE 3 3 W Pa-M `N6rl �9,0 G 0 C; 15 - 12' 3' 9' - SV-2-TB(N) - SP-1-CS 2 —*► 20OW - 7000 06 VEHICLE 3 3 3 3 3 3 3 6 �NS� 6 x� 5� 0 , 08 VEHICLE 3 3 3 3 6 S�GN� 3 PO oOf ; 1 G %D,' 29-5-80 55' 15' 3' - 9' SV-1-T _MAS SP-1-CS 8 -�— 200W Sugar um p00 02 PEDESTRIAN 2 2 2 2 , N '^ ' _ _ _ _ 0 N� N E; 15 15 3 9 SV-1-T P-1-CS(N 8 —e► 20OW ree BLV #14 06 PEDESTRIAN 2 2 2 2 2 �• 08 PEDESTRIAN 2 2 2 4 N F 17-3-80(R) 20 12 (N) 3 - go SV-1 -T(R) MAS(R) SP-1-CS(R) 6 20OW(N) R 7000 02 P.P.B. 2 1 2 Q �� O , G 1A-10 - - 3' 9' - TV-2-T(N) - - 6 - 06 P.P.B. 1 2 2 2 ' 1 H\' 29-5-80 55' 15' 4' - 9' SV-1-T(N - _ P-1-CS(N) - - 20OW Sugar um S 08 P.P.B. 1 2 t . MAS P.P.B. COMMON 1 1 1 1 1 2 E X;SPARES 3 3 3 3 3 3 3 6 SCALE 1 =20' INDICATES EXISTING POLE & EQUIPMENT TO REMAIN. (N) - NEW POLE AND/OR EQUIPMENT. " TOTAL 14 11 19 22 29 22 16 11 52 �1 22' 2Z, XX INDICATES NEW OR RELOCATED POLE do EQUIPMENT. (R) - RELOCATED POLE AND/OR EQUIPMENT. 12 I.I.S.N.S. 2 2 2 2 2 2 - - ,o o to 20 40 I ` 33' �}c LUMINAIRES 2 2 2 2 2 2 2 1 < 33' RELOCATE EXISTING 08 SIGNAL HEAD TO NEW POLE O . #10 SIGNAL COMMON 1 1 1 1 1 1 1 2 -- — TOTAL #10 3 3 3 3 3 3 3 2 01 DEI ECTOR 2 2 02 DETECTOR 3 3 3 3 N TYPE 04 DETECTOR 2 2 2 2 2 2-W-s4 n C 05 DETECTOR 1 2 2 2 2 G04 O D.L.C. 06 DETECTOR 3 3 X $ 08 DETECTOR 2 2 TOTAL D.L.C. - 2 2 7 7 5 5 14 EVP CABLE 1 1 2 2 1 1 - 4 ' �� Ex. 1 1/2"c, 5 DLc N N N 71-7E �E) E. E P ECONDUIT SIZE L-31 08 Ex.1 1/2'c. � DLc3 3 3 3 37 \ INDICATES EXISTING CONDUIT RUN (E) INDICATES EXISTING - + (T[1 6A LX� .w.._. ... } . ._ _ . _ ----------------- -- -- ------ - - -- - - - - - - - - - .-- ------ --------• ------ ------ ©INDICATES NEW CONDUIT RUN (N) INDICATES NEW _ 1 - - —-— — -�_,� v} - - — T-- -- - -- - - - - - - - - -- - - - - - - - - - - - __- _ 06 - - ', • RL ^', - 05 I - -- - I I , �I� , Y Ol - ~iti LI ` 08 ------------------------12"M------------- ---- ---- -- - 12"W•-------------------• 12�M•------------------- ----------- 12"W -�-{- � {-------• ' --„------ --------' ' - - fI ------------------• ------------------- --------- ^� ---- ------------------------ ---- - -- ----------- ------II I +I --------- 10 1 1 I I IZ Ir- 06 INSTALL NEW -- 1 ` DETAIL "C" n - - -I1r__-� ,' , I ;, ;, --•: In V? tV N rA I I• I I / I ' EXISTING I --; --:z I I -r-_ ' �N SIGNAL HEAD 1 CONSTRUCTION NOTES _ 01 & 46 N 257 1 ' TD X-WALK I i7 ' 1 I 1 I , I RAISED MEDIAN 1;06 "EX. I�AS-5A»1 Existi ng ECONOLITE ASC/2S SYSTEM CONTROLLER AND ECONOLITE 16 channel MMU conflict monitor, telemetry interface anel, SM66 0 I 1 ' ?3' 1-- - t 1-5-05 2-S-0 11�� lei - -- -- � - - - - - - --- - -- - •�terminal block and SDLC, connecting" cables with detec or sensors ,. _._. _ —.__._. __. ______— —________ . "M S-5A" s+-��o' Sxs ►•-�5=- +5xs►�----30=----�5xs� and auxiliary equipment in a TYPE P cabinet. C R A v f+ _ _ _ _ _ _ _ _I + 0 5x6 30' 5x6 5' Sx6 0' Sx 27 3' L It ❑2 — Existing TYPE III-BF Service Equipment Enclosure with one —_ 3, EX. R73-7 I —_ - --- -- — ;. -N-01 1-N-01 :r 50A-P circuit breaker for metered signals, two 30A-IP circuit 02&05 -- II , - -, - I 7 RAISED MEDIAN breakers for unmetered lighting and one 15A-IP circuit breaker 257' TO LIMIT UNE - - ED ED 9 9 . • . . 1 ..I , _ for12metered LI.S.N.S. ----------- ------------12 5------------ ---- -..- ------------------------ •--� ----•-----•---•12 5--------------------• •------------- -----•12 S- MH --------•----- •---- -•-----------•12 S----------,---------. ..-------------------12 S•--- -------: ----• I -------•------------ �--------------------12 S ----•-----•-? ----- ---------------------•-- ----------------------- 5------------------------ IL NI I I I 02 d' 05 -- ' I�- ® — Existing 3" conduit and 3-#4 service conductors to SCE power Nr-_ - 02 source. , , r- I I • ,Ni I I I I / % N P 1 f 1 V11 I I I \4 Ill 1A 4❑ — Furnish and install single input EVP Optical Detector on signal !`-- ^ _ ___t I I m most arm per detail on SHEET 1 OF 2. Phases shall be as 02 •=_„ -; shown on the plan. --, . -"' I Qom—EXISTING CONDUITS IN JOINT TRENCH 5 — Furnish and install R73-7 sin 36"x45 per CALTRANS Standard -- ' ' 1- �. tC ' _ "Coo y ' I11 8 i ❑ 9 ( P _ __ _ _________ �T�_ EX.DETA�IL C EX. 2 C 2#6 (SERVICE) --------- ----- -------- -- - - ------- ------------ ----------------------------------------- ,------------- --- - - - oI ---- ---- -- -- - -- - - _ , of Detail U. .- ---11-------- ---- ---- - � --- r -- ---t--- ------- _ I d — Furnish and install R34-2 sin 36"x36 per CALTRANS Standard 1 01&06` 02 ES 6T, Detail U. -RVN --- - - --- - --- --- - --- - a �� \*�ri1 r,t- 7 — Existing 41 min conduit and 12 of 19 interconnect cable. -- - - -- ------ - - - - ---- - ---- -- ----------- - - -- - - - - ---------_--------- - ------------- ------------ ----.. �.- - - , -------- ---. - --...---• ------ - ---- . .... ..._._..... .._...._...._..-.. _............_..... _._...._..._._._...._. - - -- - --- -- - --- --- - -- -- - --- ❑ 9 P E - - E E - , v - =--=- E - } C} -- f E © — Existing 2" conduit and interconnect cable. Ex. 1 1 2"c, 1 DLc 11 04 041 04 / 8 /� _ �__ Q — Existing R96 signs mounted on signal pole. _ -- ` D' Ex.i 1 2"c, 5 DLC SCE HAND HOLE / , 11 SERVICE POINT `I I , 10 — Remove existingfoundation and anchor bolts. Backfill hole with ----- -- -- -- -- -- -- } , - ----- -- compacted Class II Aggregate Base. 11 Existing luminaire and no parking sin to be removed b others. 00 - ---- -- -- - y- -- -- --- :uj •--- ❑ 9 P 9 9 Y ECR r;'- - -.f_.-- "� BCR 4 0 ,�I i t iC � 4 10 L IN2T v8 EX. 2 C, 212 �LIGHTING) I.I.S.N.S.) 22 22or 33' 3 3' NOTE. SPECIAL � AL PROVISIONS F 3 _ , O S OR DETECTOR SENSOR TABLE ; ;M I �T, THIS WORK ARE ON FILE IN SENSOR LOOP PER CONTROLLER x ;i THE OFFICE OF THE CITY DETECTOR x 12 I R 1 NO. CHANNEL SENSOR INPUT -;----, � ENGINEER. I � , 1 1 -N- 01 1 1 FILE. TRACT MAP NO. 16081 1 2 1 —s-05 1 5 PHASE DIAGRAM 1 2—N— 01 3 9 �- 2 0 2 2—N-06 4 14 �- 1 1 —N-06 3 6 0 1 02 03 04 _ _ 3 F OW L-ACE 2 1 S 02 3 2 N0. DESCRIPTION OF REVISION DATE 4 --� 1 2-S-05 3 13 2 2-S-02 4 10 ACCEPTED CITY OF RANCHO CUCAMONGA 1 3—N-06 2 14 Not Used 5 2 3—S-02 2 10 --� TRAFFIC SIGNAL MODIFICATION b R1 6 1 1 -E-08 1 8 _40. * i O Y DAY CREEK BOULEVARD J 2 1 -W-04 1 4 � 0 3 1 2-E-08 2 16 Not Used and 7 2 2—W-04 2 12 �s ,�s ,�� s N X SUGAR GUM STREET I X � O 1 EVP 01 & 06 EVP 3 O - Y ESS/ APPROVED BY. DATE: 8 e P < o / C n- Q EXISTING W41 F. S. Ei E` CITY ENGINEER � a � � R.C.E. EVP �2 & �5 EVP 4c = PERMISSIVE LEFT TURN MOVEMENT Q m " " � - sF � 953 9 1 EVP 04 & 08 EVP 5 INSTALL JUMPERS IN CONTROLLER ASSEMBLY - -- SIGN (36 x36 DESIGN RECOMMENDED ON METAL POP LAWRENCE S. EISENNART 2 EVP 08 & 04 EVP 6ANTI—BACKUP L.S.E. JACs FOR ASSURED TO PHASES 1 & 5. o No. 13493 CONSULTING ENGINEER * `n Ex . 3-31-05 DRAWN N "SIGNAL # P * D 2070 Locust Court SHEET EW LOOPS EXISTING I N San Bernardino, California92404 s P L.S.E. _ - 2 AHEAD MARKINGS I' C � � OF q IVI Tel: (909) 864 5406 Fax: (909) 864 5047 OF IF CAL CHECKED DRAWING N0. SUGAR GUM STREET 1682-S.R1 LAWRENCE EISENNARI R.C.E. 13493 DATE