Loading...
HomeMy WebLinkAbout1487-S ERFRAL NOTES QET ERAL N_O ,TES t!PQN, T 1 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 1 9 9 2 , AS SHOWN ON THE PLANS AND IN TRAVELED PORTION OF THE LANE, EXCEPT AS SHOWN. • THE SPECIAL PROVISIONS. 9A8E 1 7. VEHICLE INDICATIONS SHALL BE 12", PULLBOXES No. 5 AND CONDUIT 2" RIGID METAL • "P" CAB. OF DOUBLE YELLOW LINE 2. TRAFFIC SIGNS, STRIPES, MARKINGS AND LEGENDS PER CALTRANS TRAFFIC SIGN SPECIFI - EXCEPT AS SHOWN. SECTION io = TIONS TRAFFIC MANUAL. MAINTENANCE MANUAL, AND STANDARD SPECIFICATIONS. CONFORM - d OR MEDIAN CURB FACE _ PAVEMENT LEGENDS TO CITY STENCILS. REFLECTORIZE ALL SIGNS, STRIPES AND LEGENDS. 8. ELECTRICAL SERVICES SHALL BE 120/240 VOLT. PROVIDE CIRCUIT BREAKERS FOR SIGNALS 3. PAINTING PROCEDURES FOR STRIPING AND RAISED PAVEMENT MARKERS PER STANDARD (ONE 50 AMP), ILLUMINATED SIGNS (ONE 15 AMP), AND SAFETY LIGHTING (ONE 30 AMP PER S W LK — ----- - ---- - -- - -- "P" CAB.- f -j 1 LEFT TURN LANE __ SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 1991 EDITION WITH 1992 AND 1993 1200 WATTS OR PORTION THEREOF). COORDINATE SERVICE DETAILS AND SCHEDULING WELL SIDEWALK _ 30�CD 15' r SUPPLEMENTS. IN ADVANCE OF NEED. SERVICE ENGl..OSUP IaiZC3AK. Rf� ARE !l1UST%t4C^. _ 10 0 I *� N 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 SECTIONC - - CLEAR OF OBSTRUCTIONS. COORDINATE POLE INSTALLATIONS WITH OVERHEAD UTILITY OR BE THE CONTRACTORS RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED o 8-WHITE TURNING LANE LINE SUBSTRUCTURE OWNERS. PHONE UNDERGROUND SERVICE ALERT AND CONCERNED UTILITY FOR THE INTENDED OPERATION. - - - - - -- ---- --- - ---- - - Z COMPANIES, 48 HOURS PRIOR TO CONSTRUCTION. LOCATION OF UTILITIES AND SUB- STRUCTURES HAVE BEEN SHOWN FROM A SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR UTILITY COMPANIES PHONE NUMBERS 1THRU LANE - '4 2r I SHALL CONDUCT HIS OPERATION IN SUCH A MANNER AS TO PROTECT NOT ONLY THE UTILITIES AND SUBSTRUCTURES SHOWN, BUT OTHER UTILITIES OR SUBSTRUCTURES THAT SOUTHERN CALIFORNIA EDISON CO. 10' - j C'41v ARE NOT SHOWN ON THESE PLANS. (CONTACT STEVE C C*4K) (909) 357-6221 I . • - co *i SOUTHERN CALIFORNIA GAS CO. 800 422-4133 CASE z ++� �- 5. OBTAIN APPROVAL FOR EXACT EQUIPMENT, CROSSWALK AND LIMIT LINE LOCATIONS PRIOR GENERAL TELEPHONE CO. 800 422-4133 " --- m". - T' * TO FINAL PLACEMENT. PERFORM PRELIMINARY STRIPING LAYOUT PRIOR TO LOOP DETECTOR PACTEL 800 422-4133 SECTION CAB _ 4" LANE LINE LAYOUT. CUCAMONGA COUNTY WATER DISTRICT 19091 987-2591 -- - (WATER AND SEWER) `° UNDERGROUND SERVICE ALERT (800) 422-4133 R I .� . � THRU LANE _ W "P" CABS SIDEWALK Z a p4 1 { r -- J_`J SIDEWALK - - 10 iol �� F- �I - PLAN SECTION J 0 0 Ne 4" LANE LINE OR 8"_ ;,� O-- TURNING LANE LINEQ Iii 3 --CURB — - _ EXIST. C do G � I ---i-- THRU OR RIGHT 10 0 E.C.R. `v TURN LANE CA09 s 2t N = Z ff "P" CAB. - wpw_ 5' w I O ���� Ch 3 ST __ SECTION I V v I = CAB `° _ r 1 6/Zff040 &- Q »U C— 6 ff L C SIDEWALK —>� TOP OF CURB FACE 1 �Q T I ff C� 174 I -J VARIES 14 o O � i O PLAN SECTION d U Q] TYPE •P• CABINET FOUNDATION AND LOOP DETECTOR PLACEMENT POLE LOCATION CODE U.S.N.S. LEGEND DETAIL PAD DETAIL REFER TO PLAN FOR DISTANCE (EXACT LOCATION BY ENGINEER IN THE FIELD) TO ADVANCE DETECTORS PLANS FOR THE CONSTRUCTION OF TRAFFIC SIGNALS AND SAFETY LIGHTING AT MILLIKEN AVE , AND FAIRMONT WAY VICINITY MAP SHEET INDEX O AS �u(rLr No. REVISION APPR. DATE HIGHLAND AV SR 30 1. Title Sheet CITY OF RANCHO CUCAMONGA > 2. Traffic Signal Plan 19TH Q PROJECT Milliken Ave, at Fairmont Way TRAFFIC SIGNAL PLAN LOCATION VICTORIA NORTHLLl K 1 EN AVE. a FAI R MONT WAY M ARK LAN E n.t.s. w FAIR MONT WAY > GENERAL INFORMATION AND DETAILS a _ BASE LINE RD APPROVED BY DATE w CITY ENGINEER ��Z2� R.C.E. N0. 24853 Z > Z w Q Y DESIGN (P5ZPARED BY RECOMMENDED Q U _j w CITY OF RANCHO CUCAMONGA _j U DRAWN COMMUNITY DEVELOPMENT DEPT SHEET O /rA, TRAFFIC MANAGEMENT ENT SEC TION 1 2 (n � r`` D R T DIRECTION OF: OF CHECK 2i617 DRAWING NO. C.E. NO _ DATE — FILE NO / �� CONDUCTOR SCHEDULE (ALL NEW CONDUCTORS) DETECTOR SCHEDULE S ALL kfq7 rUL �r1 _J JL.L RUN NO. SENSOR 9 "SIGNAL AHEAD"at 6 STANDARD MAST ARMS LUMINAIRE I . I . S.N. S. SIGNAL MOUNTING PED PUSH BTN LOCATI' N REMARKS AWG CIRCUIT UNIT CHANNEL LOOP DETECTORS PHASE AR P HEIGHT SIG. LU M, HPSV LEGEND VEHICLE PED H SE ROW E B C 0 2 4 6 I I-W- 4 ■ (4} 250 FROM CROSSWALK N o. TY E E I a - , Fairmont WAY MAS MWS (E) (N) , 114) (E) #14 phase 1 6 3 3 -3 3 3 3 3 2 I-E- 8 (4) 29-5-6 30 50 15' 200 W (N) SV-I-UM SP-I-CS 4 �— 10 - 3 nasi 2 3 2-S-05 � � ` �I O (E) (N) 11300 -5A 2ea phase 4 3 3 3 3 3 2 2 2-S-02 (4) II (1 ( E) (N) (E; I hose 5 6 3 -N- I l3) �I 2 - - - - - - - I 2KIOSK I- A t0 TV-2-UM SP- I-C 6 � 15 3 K 1 OSK O (E) _ I phase 6 6 3 3 3 3 3 3 3 3 2 2-N-06 (4) I Milliken AVE (E) (N) (E) INSTALL HORIZONTAL phase 8 6 3 3 3 3 - - - - I t 30 150 W N) SV I UM SP I C 6 12 t 3 ( IISNS SIGN ARM I- - 5 I � � (N) 6 900 hase 2 ed 4 2 2 2 O �) P P 4 - e I ) phase 4 ped 4 2 2 2 2 2 2 I N I (l) I (N) (N) (N� hase 6 - - - - SV- 1-T SP_12 8 � - 15 3 ped 2 2 2 2 2 5 I 3-S-02 l2) 26I `� 4 J�) 30 15 200 W (N) phase 8 ped 4 2 2 - - I) ( Fairmont WAY lE) (N) (E} phase 2 ppb 2 2 1 2 R I MAS MAS _ phase 4 ppb 2 I 1 I 1 1 1 I 6 I I-S-02 r II O 29-5-8 30 50 (E) 200 W (N) (N) 11400 - 5A 2ea SV- 1-UM SP-I-C 8 �- 12 3 phase 6 ppb 2 2 2 I 2 I-N-Q16 a (3) I _ I I '� '- R2 (35) ' TV-2� UM SOICS ICS 2 -� - (15' 3' p c s e ppb I * I OPTICOM fbl r� (b6 1 .;�•..� I- (.0 - - - - - - i }- © ( pp ommon 2 I I I I I I I 2 OPTICOM 028��65 I t Spores 6 3 3 3 3 3 3 3 I 0PTICOM 04 8 * I - Milliken AVE - - (E) (N) 2 OPTICOM QJ3 II O ) (N) 7000 E1 INSTALLINSSIGNZARMAL TOTAL X14 66 32 25 22 13 23 19 13 7 30 150 W (N) SV-1-UM SP-I-CS 2 �--- 12 - 3 DETECTOR NOTES � I M #12 I . I ,S N ,S . 2 2 2 2 2 2 O I. 362DISCRIMINATOR I I �""' ® (N) 30'' - 15 200 W(N) - - - SV NI)-T SPL f-CS 4 -+ - (5' 3' 2,( )=LOOPS PER CHANNEL I Z *10 Sig . Common 2 1 1 1 I 1 1 1 3. • =CONNECT LOOPS TO AUXILIARY I I� R20O ( E)- EXISTING (N)-NEW Luminaire 2 2 2 2 2 2 2 DETECTOR INPUT CHANNELS II I TOTAL 410 2 3 3 3 3 3 3 3 #8 Service I I Q I DL C 2 5O 00 I II I LE 2 DLC 3 5 5 5 I �' C 4 DLC I I I 1 I I I 3: A 5 DLC 2 B 6 DLC 3 2 L 8 DLC I I I I/ „C DLC � 3 I I (n E ! a cn S TOTAL DLC 12 6 1 I 0 6 5 5 O ^ 4 Q W O I I I , � I O 4 pW OPTICOM coble 4 2 2 2 I I6 �IJ _ J z 3 WO ~ ❑ "SIGNAL AHEAD"(3EA.) CONDUIT SIZE (S) (2-3 ) 2 .5 2.0 2.0 2.0 2 .5 2 .5' 2.0 � i �8P �7s � N 1 '/2"C., I/2" 9At 500' TO CROSSWALK (XX)= Existing conduit CID `J &F G4) SDLC I C., DLC T �-_ 00 _ - --i-s - - - - - -- -- - = == ----- - -C� _.`_1_t - -- ( - - --- - --- - - - - _� � :-i-'fs fi,,�, � G� �"J , `, - -(,--- - - - --- L✓ --- -- --- - - - - --- - -- _-- ---- ----- - ------- ---- - -- --- -- -F-AIRM -NT WAY -TSCE - 3CEt� ` - _ _ - ) 3 08 3-N- - 5 (�l I - - - - - SEE DETAI� A I 02 a105 I co - - - - -- - - - --- - - - - - - -- - - - - - - - - -� ' 1 - -- - - - - - 340'TOBCR _� Q+50'-•(n 3 �18�0 Z M f�6 I a 2-S-415 8 R73-7 M14S-5A 5, ; -� - - - 02805 5'xs' � sks' �- - - -S-05 x 5xs 5 411 aQ16 - - -- - - - - M - -- - - _=r5 - - - - sx6 M S-5A R73- 18 I I 2-N-01 M -9 � 9 (!) D - 340 TO BCR N I 2 - _-- - - - - - - - - - -- -- - , 02&0 3 1 -IN -- -- - - - - --- - - - - - - - - - M (1 50 N = ( D io ( �' S .� 2 R-26 RELOCATE AS SHOWN MILLIKEN AVE. 7 � � TO NEW POST - - - - - - I - - - - SE - ---_ E DET IL"A" I� 018 06 1 0 I %2'C. I i t _ 2 C.,2##6 I "C.,5 DLC, - f84 04 3 04 - 6 X 11/ °C.STUBOUT `J Li 9 "SIGNAL AHEAD"(3EA) N AT 500 ® � 34P I I I gF / O EX 2C.,INSTALL 2=IOz''-+Z - �MEAf TO CROSSWALK FAIRMONT WAY 8 , ` i � NDERING SIDEWALK \ \ o r� PHASE DIAGRAM CONSTRUCTION NOTES R 777 1 © R I I EX 2'„ C.,3#2 }� ` (DO NOT REWIRE) A F-11FURNISH AND INSTALL 8 PHASE (TO OPERATE 6 PHASE) NEMA TYPE "90” Y p - I %2"C., DLC L_ UNUSED I CONTROLLER ASSEMBLY WITH DETECTOR SENSORS AND AUXILIARY EQUIPMENT <'A Y , I \ > W N A TYPE CABINET (SEE SPECIAL PROVISIONS) ON EXISTING FOUNDATION. G I 0 1 02 3 4 G S.C.E. PULLBOX l� �. U EXISTING TYPE III-BF SERVICE WITH ONE 50A-IP CIRCUIT BREAKER � <q G w -0 ` I E- FOR METERED SIGNALS, ONE 30A-IP CIRCUIT BREAKER FOR UNMETERED LIGHTING UNUSED AND ONE 15A- IP CIRCUIT BREAKER FOR METERED I. I.S.N.S. SEE SPECIAL PROVISIONS. ,i , ( R26 < W 3FURNISH - _ 6 7 8 A � 5 ❑ AND INSTALL MODEL 511 DETECTOR ON TOP OF <�q i o_ � SIGNAL HEAD MOUNTING AS SHOWN. SEE SPECIAL. PROVISIONS. MAS - 5A cI I 4 DELETED ,� I O AS BUILT �dI3�9� ���'• 5 REPAINT 12 WHITE CROSSWALKS WITH 10 BETWEEN LINES. CROSSWALKS SHALL I� ii Y G = 0206 1 INTERSECT AT WHEELCHAIR RAMP MID POINTS. DETA I A YA CA = 1105 I I DESCRIPTION OF REVISION DATE CITY L � � I I NO. APPROVED ❑6 REMOVE AND SALVAGE EXISTING TEMPORARY CONTROLLER ASSEMBLY I I I CITY OF RANCHO CUCAMONGA ❑7 EXISTING STREET LIGHT POLES TO BE REMOVED BY SO. CAL. EDISON. PROTECTED/PERMISSIVE SIGNAL DISPLAYS ® FURNISH AND INSTALL SIGN AS CALLED FOR PER STATE STD. ES-6T, DETAIL UR20 _r I I I 1�2 � I 1 2 TRAFFIC SIGNAL PLAN FOR ' 9❑ PAINT LEGEND OR ARROW AS SHOWN 10 REPAINT EXISTING STRIPING _ - - -- - - ,--! water meter MILLIKEN AVE & fAIRMONT WAY SON MILLIKEN BETWEEN ADVANCE DETECTORS (BOTH SIDES) � 3 inches on ori incl drawing I �I I I PAINT DOUBLE YELLOW CENTERLINE-LENGTH AS SHOWN R2(35) ��L. I SCALE' I = 20 1 12 REMOVE AND SALVAGE STREET NAME SIGN AND POST I APPROVED BY: DATE: -' I CITY ENGINEER,/!" RC.E NO. 53 DESIGN PRVBARED BY RECOMMENDED 9 "SIGNAL AHEAD" �-' CITY OF RANCHO CUCAMONGA AT 250' FROM DRAWN COMMUNITY DEVELOPMENT DEPT SHEET CROSSWALK !f TRAFFIC MANAGEMENT SECTION IA N 7;/2E DIRECTION OF: 2- of Z CHECKED R.C.E. NO2 lei DRAWING NO. S D TE FILE NO /!� S