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HomeMy WebLinkAbout2324-10 0 DETAIL "A" 12", 5 -SECTION VEHICLE HEAD NO SCALE MAST AR M MOUNTED SIGNS R73-6 36" NO U TURN 36" CONSTRUCTION NOTES KXU STRIPING NOTES 8❑ INSTALL CROSSWALK(500 L.F.) F91 REMOVE CROSSWALK AND ALL CONFLICTING STRIPING(470 L.F.) 1 A INSTALL PAVEMENT LEGEND 11 SANDBLAST PAVEMENT LEGEND 12 INSTALL 8" CHANNELIZATION LINE(396 L.F.) EXISTING 2 1/2 1? C., ❑12 PR. #22 SIC 50' PER CALTRANS DETAIL 36 13 INSTALL 12" WHITE STRIPE ® 15' SPACING O.C.(190 L.F.) i SIERRA (b] . rrr � 16.5II 17 ' I I D I m L � I I m 0 i z I I I I 15.5' 12' 1 1 ' 10' 1 Y 13' ' 32' 100' ' E oto . ri AV I ��, I LI- -I_ ; -00 nF DRIVEWAY ' 03 - 1 08 r� %r \ 1 6P DRIVEWAY 08V > < X61 6 6—�- - rn 05 I �---- 1— I -- so— -- -- -- -- -- . .........i Ir -----I 1 1 1 06 8 • I I` fVI 4 1 5 RAISED MEDIAN I o ell% --I 101 PV 05PV i 1 o`�� 1 � I I L I �E= MEDIAN -- TYPE IV 1 16 ARROW 11 1 02 j �? � I 1 E J-- 1 1 z- -w — _------ — ---- _v-- —M— —� 150 y I 9 CA - -1 8 I � 2 I I I 4 6 cn J d?f R73-6 3 / I i -------------------------- ------------------ ��-- \� f' - - - - - - - - - - - - - - -r- -� O —----------------------- -- < ,- A A �2P� v _'t �il' -o m TYPE IV _ _ ARROW ►' U - -r-- - - - - _, G 1 n� 1-11 I I _^ -_r_ 7 \�\y \� 1 - -Ir�r- I 1 , 3 LIL SIDEWALK �1 J -C �4 07 H DRIVEWAY 04 1 j 4 _ 7DETAIL' - ❑ REMOVE AND SALVAGE TYPE 26-4-80 POLE AND MAST ARM. 5 'G 1 I 7 5 \ 1 o REMOVE AND SALVAGE ALL EXISTING SIGNAL EQUIPMENT. INSTALL NEW SIGNAL STANDARD AND EQUIPMENT (NOTED IN EQUIPMENT SCHEDULE). 2I REMOVE AND SALVAGE TYPE 1-A(10') STANDARD AND ALL EXISTING SIGNAL EQUIPMENT. ❑ RELOCATE EXISTING MAST ARM MOUNTED SIGN. SIGN MOUNTING DETAIL, SEE DETAIL "U", ES -6T, STANDARD PLANS. TYPE AS NOTED ON PLAN. F41 AUTOSCOPE CAMERA AND APPURTENCES ON EXISTING POLE "A" SHALL BE RELOCATED TO NEW POLE "g. NEW CABLE WILL BE REQUIRED FOR ALL CONDUIT RUNS. WIRING FOR AUTOSCOPE SHALL BE PLACED INSIDE POLE ng. F51 ALL CONDUCTORS BETWEEN POLES A AND B; AND THE CONTROLLER SHALL -B£ NEW., Lu INSTALL NEW BELDEN #8281 COAXIAL CABLE FOR AUTOSCOPE AND OPTICOM CABLE FOR EMERGENCY VEHICLE PRE-EMPTION IN EXISTING CONDUIT PER STATE STD,. SPEC. ION 86-2.098 AND AS DIRECTED BY THE ENGINEER. REMOVE AND SALVZk EXISTING OVERHEAD COAXIAL CABLE AND MESSENGER CABLE, HARDWARE AND RISER AS DIRECTED BY THE ENGINEER. F71 INSTALL 1 11/2" CONDUIT WITH PULLROPE FOR FUTURE INTERCONNECT INSTALL RAINTIGHT ENCLOSURE ON EXISTING CONTROLLER CABINET WHERE EXISTING RISER IS REMOVED. GENERAL NOTES 1. ALL MATERIAL AND WORK SHALL CONFORM TO SECTION 86 "SIGNALS AND LIGHTING" OF THE STATE OF CALIFORNIA, STANDARD SPECIFICATIONS DATED JULY 1992 AND STANDARD PLANS DATED JULY 1992, AND THE SPECIAL PROVISIONS. 2. THE CO RACTOLL OBTAIN ALL NECESSARY PERMITS AND SMALL NOTIFY ALL UTILITY COMPAN�f� s 48 HOD IN `A VANCE OF CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONT Rb TO COORDINATE ALL PHASES OF CONSTRUCTION. 3. LOCATION OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE. HAND DIG FOUNDATIONS UNTIL CLEAR ....017 OBSTRUCTIONS. PHONE UNDERGROUND SERVICE ALERT AT (800)422-4133 PRIOR; TO ANY °=EXCAVATION. 4. THE CONTRACTOR SHAT i VERIFY WITH THE ENGINEER THE PRECISE FIELD LOCATIONS FOR ALL TRAFFIC SIGNAL BQUI�?MENT PRIOR TO INSTALLATION. 5. NO PULL BOXES SHALLr BE0100ATED IWOR WITHIN 1' OF ANY WHEELCHAIR RAMP. 6. ALL PULL BOXES SHALL. BE�4` #5, UNLESS OTHERWISE NOTED ON THE PLAN. 7. ALL SIGNAL HEADS, BACKPLATES AND PEDESTRIAN HEADS SHALL BE METAL. ALL LENSES SHALL BE 12" GLASS. ALL RED INDICATIONS SHALL BE L.E.D. PER THE SPECIAL PROVISIONS. 8. TEMPORARY OVERHEAD WIRING -WILL BE REQUIRED TO MAINTAIN EXISTING SIGNAL IN OPERATION DURING CONSTRUCTION. INSTALL TYPE F-1 — DELINEATORS ZA �RpfESS/p„� vs.y F CIV14 \� gr�Of CAUE�Q�► II I 50' � FLARE I I � 13 I DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 6 © :. rri POLE LOCATION DETAIL NO SCALE j EXISTING 1 1/2 )? C., PR. #22 SIC DRIVEWAY SCALE: 1" = 20' CONDUCTOR SCHEDULE 1 z 3 <p P 5 J � CONDUIT SIZE AND RUN AWG SIZE H SIG. LUM. B. E. C. VEHICLE PED. P HOSE Mme- ARM POLE A 29-5-80 (N) 30' (N) OR A 20OW HPSV (N) � 3" 2-3" 2-3" 3" 31 CABLE TYPE E CIRCUIT Q Q Q Q Q _ _ - ' 13 - 3 _ _ TV— 1-T (N) SP -1 -CS (N) 04 1 SIGNAL 3 3 6 6 3 3 - 2 SIGNAL MAS (E) MAS (E) SV -1-T (E) 5 04 @1-A 3 SIGNAL - - 3 3 3 3 2.5 ' 4 SIGNAL TV— 1-T (E) 5 5 5 E 29-5-80 (E) 30' (E) 5 SIGNAL 20OW HPSV (E) Sierra Ave. (E) 3 3 3 MAS (E) MAS (E) 6 SIGNAL 06 3 3 3 3 _ 7 SIGNAL 12 3 3 3 _ TV- 1-T (E) 14 8 SIGNAL G 26-4-80 (E) 5 5 5 20OW HPSV (E) Valle Blvd. (E) 2 PED SIGNAL 2 2 2 2 SP -1-T E 8 4 PED SIGNAL 10' (E) 2 4 4 2 2 - 6 PED SIGNAL _ TV— 1-T (E) 2 2 2 2 8 PED SIGNAL 2 2 2 DRAWN BY: JMD _TRAFFIC SIGNAL MODIFICATION PLAN RTD. 0 SUM AW 2 PPB 1 2 2 APPYD D DA E CHECKED BY: JBR 4 PPB 1 1 2 2 1 1 6 PPB 1 1 1 1 8 PPB 1 1 1 PPB COMMON 1 1 2 2 1 1 SPARE 3 3 6 6 3 3 TOTAL 10 21 52 57 1 30 19 12 AUTOSCOPE 2 2 2 2 2 LUMINAIRES 2 2 2 2 2 10 SIGNAL COM. 1 1 2 2 1 1 [TOTAL 1 3 4 4 3 3 6 SERVICE 3 3 COAXIAL AUTOSCOPE CABLE 1 1 4 2 1 OPTICOM(FUTURE USE) 1 3 4 2 1 6 -PAIR #19 INTERCONNECT CABLE 1 1 1 1 TOTAL CONDUCTORS /CABLES 11 1 28 66 75 40 27 CONDUCTOR STATUS N I N E E E E E = EXISTING N=NEW SIGNAL PHASE DIAGRAM LOC. 1 z 3 <p —�1b1 5 J � fi_ 7� e� I I b 0 EQUIPMENT SCHEDULE LOC. STANDARD LUMINAIRE S.N.S. LEGEND PLACEMENT DIMENSIONS SIGNAL MOUNTING & PLACEMENT PPB REMARKS TYPE HGHT. SIG. LUM. B. E. C. VEHICLE PED. P HOSE Mme- ARM POLE A 29-5-80 (N) 30' (N) 55' (N) 15' (N) 20OW HPSV (N) Sierra Ave. (N) - 13 3 MAS (N) 2 -MAS (N) SV -1-T (N) SP -1 -CS (N) 02 B 1-A (N) 10' (N) - _ _ - ' 13 - 3 _ _ TV— 1-T (N) SP -1 -CS (N) 04 C 29-5-80 (E) 30' (E) 55' (E) 15' (E) 20OW HPSV (E) Valley Blvd. (E) - 1 1 2.5 MAS (E) MAS (E) SV -1-T (E) SP -1-T (E) 04 @1-A (E) 10' (E) - - - - 12 ' - 2.5 ' - - TV— 1-T (E) SP -1-T (E) 06 E 29-5-80 (E) 30' (E) 55' (E) 15' (E) 20OW HPSV (E) Sierra Ave. (E) - 9' 2.5' MAS (E) MAS (E) SV -1-T (E) SP -1-T (E) 06 1-A (E) 10' (E) _ _ 12 - 2 5 - _ TV- 1-T (E) SP -1-T (E) 08 G 26-4-80 (E) 30' (E) 45' (E) 15' (E) 20OW HPSV (E) Valle Blvd. (E) - 14 ' 2.5 MAS (E) MAS (E) SV -1 —T E SP -1-T E 8 H 1-A (E) 10' (E) - - _ _ ' 9 - 2.5' - _ TV— 1-T (E) SP -1-T (E) 02 — (N) = NEW EQUIPMENT (E) = EXISTING EQUIPMENT DR #93-14/CUP #93-04 UNSCOTr, LAW & GREENSPAN, ENGINEERS 1580 CORPORATE DRIVE, SUITE 122 COSTA MESA CA 92826 — CITY OF FONTANA, CALIFORNIA — ENGMERING DIVISION DRAWN BY: JMD _TRAFFIC SIGNAL MODIFICATION PLAN RTD. 0 SUM AW SCALE: 1" = 20' PREP UNDER THE S ER OF. DATE; JE Y H EALD RCE N0. V91611 EXP. DATE 09/30 1996 DESIGNED BY:VAM REB DATE: 09-08-•94 — APPYD D DA E CHECKED BY: JBR � � d � 2- /toy `2324 DWG NO. 1 OF 1 3-946062.1 1 DWG. C6062S1 109/08/94 ENGINEER R.C.E DATE