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HomeMy WebLinkAbout2553-1GENERAL NOTES; 1. TRAFFIC SIGNAL AND LIGHTING SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS SECTION 86 AND STANDARD PLANS (DATED JULY 1992) 2. LOCATION OF ALL UNDERGROUND UTILITITES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE. HAND DIG FOUNDATIONS UNTIL CLEAR OF OBSTRUCTIONS. PHONE UNDERGROUND SERVICE ALERT AT 800/422-4133, 48 HOURS BEFORE DIGGWG. ' 1 I 3. ALL PULLBOXES SHALL BE No. 5 AND CONDUIT SHALL BE 2" RIGID METAL EXCEPT AS A SHOWN. i I ALL VEHICLE HEADS SHALL BE METALLIC WITH 12"LENSES AND METALLIC LOUVERED ► I BACKPLATES. ALL RED INDICATIONS SHALL BE 12"LED'S PER THE SPECIAL PROVISWNS. X 4. EXISTING LIGHTING TO BE REMOVED SHALL REMAIN IN OPERATION UNTIL NEW LIGHTING 1 IS OP€RATIONAL. 5. OBTAIN APPROVAL FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. I I 1 1 I I I 1 I X I x I 1 I 06 /I 2 1 6 -r CONSTRUCTION NOTES I I I ( I � I , I 1 f I I I 1 ; I I \ I r-----------r-------r-----------1 LZ --- \ X J� s 0 L 3 u�/ X X X X05 ----------- - y_ �► 0 y 05 ------------ ` ' - - - fill 2 7 '8\ t_ 1 1 1 ' I I ' I 1 �•_'' - - c ----- - - - - - — J / I I ------------------ ;. 03 04 ti SCA LE.• 1 "=20' CITY PROIADED SECTIONS n / 02P �j ♦ I � i � � � � � � A —,► j j 11 O j / 1 \\ 105 02 02 02 �� \ —� 6 07 Q• ---------------------------------- f 1 CITY OF ;COUNTY OF FONTANA S. BERNARDINO II1 Cl TY OF 1 CITY OF FONTANA ; FONTANA 1 OVER LAP • R I / / C H 1 2 SIGNAL MOUNTING 94 S.N.S. 1 1 1 ii M FAilAn 95 96 H.P.S.V. TYPE PHASE QUAD VEHICLE ----------- 44 -- - - - - --- --� _- - /'�- 171-=___� �AL-, ^---------- I ��----------- —-------------- ----- -------------------------- —T— ,Y II 26A-4-80 35 4TF / /i , 1 250 W — — — MAS,MAS,SV-1—T i I/ II 04 ----------------_- / � / At \ 7.5 06 06 01 IIIIINII loe — — — _ L t\�- \ 1 I 4 02P LOV R i / \ f I / \ , T 1 1 j�L TI II � F-11INSTALL 1A FOUNDATION AND HARDWARE PER CITY OF FONTANA STD. 135. (QUANTITY -1) I i I II F21 RELOCATE EXISTING 1A POLE AND HARDWARE AS SHOWN. (QUAN1ITY-1) I j II Q3 FURNISH AND INSTALL 2' CONDUIT TO EXISTING PULLBOX. 4� INSTALL CIN PROVIDED SIGNAL HEAD SECTIONS ON EXISTING HEADS PER DETAIL "A*, THIS SHEET. CONTRACTOR TO PROVIDE ALL PLUMBING REQUIRED TO CONVERT 3 SECTION I � HEAD MOUNT TO 5 SECTION HEAD MOUNT. �5 INSTALL NEW R13A SIGN ON STANDARD AS SHOWN. (QUANTITY -2) F61 PULL NEW CONDUCTORS FOR OVERLAPS THROUGH RUNS 1,2,3, AND 8 AS SHOWN. O7 REMOVE 1-A FOUNDATION, BACKFILL, COMPACT AND REPLACE SIDEWALK PER SECTION 15 OF THE STATE STANDARD SPECIFICATIONS DATED JULY 1992 AND CIN OF FONTANA STANDARDS. I " i FBI REMOVE AND SALVAGE EXISTING R90 SIGN. (QUANTITY -1) II 1-800-422-4133 IT'S THE LAW I CALL AT LEAST TWO DIAL BEFORE WORKING DAYS PRIOR YOU DKX \TO EXCAVATMIG UNDERGROUND SERVICE ALERT CF SQUT# w CAUFOF*M BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY M LOCATION OF UNDERGROUND UTILYES BY CONTACTING U1RJ1Y UNDOM401,M) SU MM ALENtT AT 1-500-422-4133 FA\�Ia►UJa PHASE DIAGRAM OVER LAP • R S C H 1 2 SIGNAL MOUNTING 94 S.N.S. 1 1 1 An M FAilAn 95 96 H.P.S.V. TYPE • N D U C T • R S C H E s SIGNAL MOUNTING S.N.S. CIRCUIT An M FAilAn SIG. Rk,M.,FAIFI-111 H.P.S.V. TYPE PHASE QUAD VEHICLE PED. MESSAGE A B 11 26A-4-80 35 4TF 01OVERLAP (N) ©©®----� 250 W — — — MAS,MAS,SV-1—T SP-1—CS CHERRY AVE. 15.5 7.5 2 1—A 10 — — — B $ S TV -2—T SP-1—CS — 2.0 5.0 3 35 65 15 250 W B 8 S MAS,MAS,MAS,SV-1—T SP-1—CS SLOVER AVE. 6.5 13.0 4 AUTOSCOPE 10 1— — — B 2 W TV -2—T SP-1—CS — 16.0 2.5 51 26A-4-80 35 40 15 250 W — — — MAS,MAS,SV-1—T SP-1—CS CHERRY AVE. 6.0 2.5 6 1—A 10 — — — B 4 N TV -2—T SP-1—CS — 15.0 2.5 7 29A-5-80 35 55 15' 250 W B 4 N MAS,MAS,MAS,SV-1—T SP-1—CS SLOVER AVE. 8.0 2.5 8 1—A 10 — — ALL CONDUIT IS EXISTING UNLESS SHOWN OTHERIIISE (N) NEW CONDUCTORS TO BE PULLED TO ADD OVERLAP P 0 L E S C H E D U L E STANDARD ARMS LUMINAIRE PED PUSH BT. SIGNAL MOUNTING S.N.S. PLACEMENT TYPE HT. SIG. LUM. H.P.S.V. TYPE PHASE QUAD VEHICLE PED. MESSAGE A B 11 26A-4-80 35 4TF 15 250 W — — — MAS,MAS,SV-1—T SP-1—CS CHERRY AVE. 15.5 7.5 2 1—A 10 — — — B $ S TV -2—T SP-1—CS — 2.0 5.0 3 35 65 15 250 W B 8 S MAS,MAS,MAS,SV-1—T SP-1—CS SLOVER AVE. 6.5 13.0 4 1—A 10 1— — — B 2 W TV -2—T SP-1—CS — 16.0 2.5 51 26A-4-80 35 40 15 250 W — — — MAS,MAS,SV-1—T SP-1—CS CHERRY AVE. 6.0 2.5 6 1—A 10 — — — B 4 N TV -2—T SP-1—CS — 15.0 2.5 7 29A-5-80 35 55 15' 250 W B 4 N MAS,MAS,MAS,SV-1—T SP-1—CS SLOVER AVE. 8.0 2.5 8 1—A 10 — — — B 6 E TV -2—T SP-1—CS — 17.0 2.5 9 PPB 3'10 — — — B 6 E — — — 10.5 2.5 10 PPB 3'10 — — — B 8 S — — — 22.0 3.0 # SPECIAL ORDER POLE LST Drs/GN PrVI�ION: 8/24/7 A-)7-0C,AD fIL,rNA' lr- /Mr -n -O/