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HomeMy WebLinkAbout1439-S � 3• � GENERAL NOTES GENERAL NOTES (CONT.) 1. TRAFFIC SIGNAL AND HIGHWAY SAFETY LIGHTING SYSTEMS PER CALTRANS STANDARD PLANS 6. LOOP DETECTORS SHALL BE 6 FOOT BY 6 FOOT, EXCEPT AS NOTED. CENTER LOOPS IN THE AND STANDARD SPECIFICATIONS DATED JANUARY, 1988, AS SHOWN ON THE PLANS AND IN TRAVELED PORTION OF THE LANE, EXCEPT AS SHOWN. ASE THE SPECIAL PROVISIONS. • SECTION "P" CAB. 7. VEHICLE INDICATIONS SHALL BE 12", PULLBOXES No. 5 AND CONDUIT 2" RIGID METAL s OF DOUBLE YELLOW LINE 2. TRAFFIC SIGNS, STRIPES, MARKERS AND LEGENDS PER CALTRANS TRAFFIC SIGN SPECIFI - EXCEPT AS SHOWN. OR MEDIAN CURB FACE CATIONS. TRAFFIC MANUAL. -MAINTENANCE MANUAL, AND STANDARD SPECIFICATIONS. CONFORM 91DEWALK It• PAVEMENT LEGENDS TO CITY STENCILS. REFLECTORIZE ALL SIGNS, STRIPES AND LEGENDS. 8. ELECTRICAL SERVICES SHALL BE 120/240 VOLT. PROVIDE CIRCUIT BREAKERS FOR SIGNALS "P" CAB, LEFT TURN LANE (ONE 50 AMP), ILLUMINATED SIGNS (ONE 15 AMP), AND SAFETY LIGHTING (ONE 30 AMP PER : 0 0, 15' 3. PAINTING PROCEDURES FOR STRIPING PER STANDARD SPECIFICATIONS FOR PUBLIC 1200 WATTS OR PORTION THEREOF). COORDINATE SERVICE DETAILS AND SCHEDULING WELL SIDEWALK 10• WORKS CONSTRUCTION-1988 EDITION WITH 1989 AND 1990 SUPPLEMENTS. IN ADVANCE OF NEED. SEE SERVICE WIRING DETAIL HEREON. CDin o N PLAN SECTION * iE 4. LOCATE ALL SUBSTRUCTURES PRIOR TO CONSTRUCTION. HAND DIG FOUNDATIONS UNTIL 9. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL 11 o CLEAR OF OBSTRUCTIONS. COORDINATE POLE INSTALLATIONS WITH OVERHEAD UTILITY OR BE THE CONTRACTORS RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED t- 8-WHITE TURNING LANE UNE M 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- THRU LANE < STRUCTURES HAVE BEEN SHOWN FROM A SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR �\ J SHALL CONDUCT HIS OPERATION IN SUCH A MANNER AS TO PROTECT NOT ONLY THE UTILITY COMPANIES PHONE NUMBERS UTILITIES AND SUBSTRUCTURES SHOWN, BUT OTHER UTILITIES OR SUBSTRUCTURES THAT SOUTHERN CALIFORNIA EDISON CO. 10 cV U ARE NOT SHOWN ON THESE PLANS. (CONTACT ED LONG) 714 357-6227 ASE 2 * SOUTHERN CALIFORNIA GAS CO. 800 422-4133 5. OBTAIN APPROVAL FOR EXACT EQUIPMENT, CROSSWALK AND LIMIT LINE LOCATIONS PRIOR "P" * GENERAL TELEPHONE CO. 800 422-4133 SECTION s TO FINAL PLACEMENT. PERFORM PRELIMINARY STRIPING LAYOUT PRIOR TO LOOP DETECTOR PACTEL 800 422-4133 • CAB 4" LANE LINE M LAYOUT. -� CUCAMONGA COUNTY WATER DISTRICT 714 987-2591 SIDEWALK THRU LANE `D (WATER AND SEWER) "P" CAB. w UNDERGROUND SERVICE ALERT (800) 422-4133 SIDEWALK 10• � io PLAN SECTION :3 X 4 LANE LINE OR 8 0 RB TURNING LANE LINE CCU 410-- EXIST. C & G N w a THRU OR RIGHT 10, o E.C.R. TURN LANE * v = ASE 2• w "P" CAB.E>< wPw N SECTION CAB 5' O SIDEWALK '� t 16�4 3 �� • TOP OF CURB FACE 1 �Q0 a_-- 0 8 U C— 6 LC M � 1 44 ► ►. - ► t 16 w w -wBw VAL RIES I V O + _ PLAN SECTION fG 0: U C6 TYPE "P" CABINET FOUNDATION AND LOOP DETECTOR PLACEMENT POLE LOCATION CODE I. I.S.N.S. LEGEND DETAIL PAD DETAIL REFER TO PLAN FOR DISTANCE TO ADVANCE DETECTORS (EXACT LOCATION BY ENGINEER IN THE FIELD) PEU TO ,20 V PLANS FOR THE SERVICE MODIFICATION OF (2 JP12) TRAFFIC SIGNALS AND SAFETY LIGHTING TO I.I.S.N.S. (212) TEST SWITCH AT tx9L CONTACTOR TYPE III PHOTOELECTRICHAVEN AVENUE AND AMBER LANE CONTROL WIRING DIAGRAM 125 AMP METER P.E.U. SAFETY SOCKET SOCKET TEST VICINITY MAP SHEET INDEX AS BUILT 4-Zss-9s BLOCKS L-REMOVE-NO No. REVISION IPPR. DATE REMOVE I CONNECTION ESS/ of CONNECT 7. Title Sheet ,NOR L w0 CONNECT ------- 1 w �� _ CITY OF RANCHO CUCAMONGA I r—J WILSON ST 8. Traffic Signal PlanLIV y - _-- o PROJECT TRAFFIC SI GN AL PLAN -- -- --J� ------- m En SITE a�3 �R�O -NO aVI L HAVEN AVENUE AT AMBER o r- � � TR-13703--L_ AMBER LANE �'�j�. �! R LANE CONNECTION 30 AM it 50 AMP. = BANYAN a ST 4� Cµ *A N OB I/O EQUIP. ��wk 15 A P. UNMETERED LEMON AVE w 1/0 SERV. GROUND y APPROVED BY GROUND Z DATE 6 CITY ENGINEE R.C.E. N0. TO I.I.S.N.S. TO TRAFFIC Tp HIGHLAND = AVE PLAN PREPARED BY PHOTO ELECT. SIGNAL CONTROLLER LUMINAIRES JUSTIN F. FARMER DESIGNW J S RECO M11 ENDED acre CONTROL TRANSPORTATION ENGINEERS INC. SERVICE WIRING 207 s BREA BLVD DRAWN F.R.B. SHEET BREA, CALIFORNIA 92621 7 OF 8 714 - 671-0226 CHECKED DRAWING NO. J.F.F. 1.413 9 -s POLE SCHEDULE NO. STANDARD MAST ARM LUMINAIRE SIGNAL MOUNTING P.P.B. LI.SN.S. POLE LOCATION REMARKS TYPE HGT SIG LUM WH M.A. PED PHASE TYPE LEGEND 25OW HPS SV-1-UM 3-MAS SP-1- :* Amba LANE B C E MODIFICATION NOTES 29-5-90 (N) 30' 50'(88 15'(N) (R) (N) (N) (N) 8 8 (R) (M)+ 10400 2.5' 8' ALL NEW EXCEPT PP8 ! LUM. O 1-A (N) 10' - - - TV-2-UM - SP-1-CS g' 2.5' ALL NEW EQUIPMENT 30' 30' (N) (N) 6 8 (N) Q 17-2-60 (R) 30' 20'(R) is'(R) 250W HPS SV-1-UM MRELOCATE COMPLETE MOD. MAT M MAS. A R) SP-1-C Haran AVE 25' 9' MOVE PP8 TO E QUAD. FILL HOLE PER (R) (N) (M (N) 6 8 (R) (N) 5900 TRAM M W O4 15 (N) 30' - ts'(N) 25`N)HPS SV-2-UM _ Isp-l-cs a (N) 2.s' Z 10 INSTALL NEW TYPE 90 CONTROLLER,TMP 390 VV.rrjYAXI'TE�T SOFTWARE ® EXISTING CONDUIT SHALL BE CLEANED AND MANDRELED PRIOR TO Q REVISION IN A "P" CABINET. REUSE EXISTING FOUNDATION. SEE PULLING NEW CONDUCTORS. O 29-5-60 N 30' S0'N 15' N 25OW HPS SV-3-TB 3-MAS -2-C �.2 8 (N) Ch°TM° �I*' 2.5' 6' ,_J SPECIAL PROVISIONS. 9� REMOVE EXISTING LANE LINES. ( ) ( ( ) (R) (N) (N) (N) (M)* 02 SALVAGE EXISTING CONTROLLER AND CABINET. REMOVE HATCH LINES AND 80' OF BARRIER LINE. 1-A (E) 10' - - - TV-3-T - SP-2-T 2,6 �`* 2,s' PHASE 16x2 HEADS MAY 8E REUSED I 18 18' I (N) (E) 8 (R) NEW PHASE 8 HEAD I I Q REUSE EXISTING TYPE II SERVICE. MOUNT ON NEW P CABINET IN A LIKE © REMOVE X-WALK. _ _ MANNER AND LOCATION. O I-A /0 - 12 PAINT NEW X-WALK. ® DELIVER ALL SALVAGED SIGNAL EQUIPMENT TO CITY YARD. OS FOUNDATIONS NO LONGER REQUIRED WILL BE REMOVED COMPLETE. 13 PAINT ARROW AS SHOWN. 0 14 INCLUDE PROVISIONS FOR OPTICOM EVP EQUIPMENT FOR F&M PHASE COMBINATIONS, of R:i © PULL NEW CONDUCTORS THROUGHOUT INTERSECTION. (2,5), (1,a),(x),ANayb). INSTALL OPTICOM DETECTORS ON POLES 1,3, AND 5. (N) NEW (E) EXISTING 1 W-�S SEE SPECIAL PROVISIONS 66-3.088 MODEL S// ON ,WD AND MODEL (R) REUSE _ - * CONVERT TO TYPE G PEDESTRIAN HEAD. COLORED PCC (PER ST. PLAN) • M - MODIFY MAT TO MAS ** CONVERT PPB SIGNS TO INTERNATIONAL SYMBOL NOTE: F DISTANCES SHOWN ON SMAS. 70 PULL BOXES AT POLE LOCATIONS 1,4,AND 5 MAY RE REUSED IF NOT 522 oN®- O �M�• - PUT NEW FACES INOLD OSNS FRAME REMOVE FOUNDATIONS COMPLETE O POLES 1,4,& 5. 8 x10 DAMAGED. �S /NsrALL NON-I7EFL.wAt1YE RA�5EO PAVEMEA/T Af4A'&,ER5,AV'I.7YP. INSTALL R34 O - 2 r.: .. . . ? REMOVE PB - - - - - - - - - - - - - - - 4 NEW 2" C - - - - - - - - - - - - - - - - - - R 1 R/V1 O -7 7 O EXIST. 1.5' C. 1 DLC_ • EXIST. CURB - u'....- . I F 1 `-----� 6 EXTEND CONDUIT EXIST. CURB —� .)6.74", -� i UNDER CONCRETE �- MDA F9 v I o E 16' '6 9 4'G _ I 4'G 16' 4'G r_ 1 �°-- -- -- -- t 6 OSS GU 11 "� ———- -- -- -- -- -- -- -- -- -- — z i _ 11, ` y �, 11' 2a'IO' TO r--� 1 I '04-- -- i 4 w 9 _ X-WALK L_J 1 ? t N 16 EX. 4173-2 - - I HAVEN p 13' 0 3 ; f ` , I ' _ _ ' N REPAINT r v"n t 3 13' L_ _ r- i 5'x6 1-N-9'1: x6 x6' 2-N-p1 2-S5 \ \ 5T6 tts-q5 'xs s 12 5 4 r-, 145' REPAINT a' WHITE , 9 s 5% A VE N U E � 13' • � ' 13 N �-- -- -- -- -- -- -- -- n N _ 4'G 4'G 4•G —�j i 10 " �S _ -- -- -- -- -- -- -- r , 280' TO t I 1 J X-WALK 11 N , 9 11 + �— -- k� -- -- -- -- -- -- -- — --- --