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HomeMy WebLinkAbout3465-1CONDUCTOR TABLE AWG. CIRCUIT OR POLE RUNS i 1 2 3 4 A 5 A 6 A 7 A aiA 9 All PHASE 6 POLE O 0-0-1 0-0-1 0-0-1 0-0-1 0-0-1 A B METAL UNLESS OTHERWISE SHOWN. ALL INTERCONNECT PULLBOXES SHALL BE 026A-4-129 22' 35' POLE O2 15' 1-1-0 1-1-0 1-1-0 1-1-0 MAS,MAS,SV-1-T SV -1-T** SP -1 -CS Augusta Dr W 8' 4' F=23' POLE O3 1-A . 10' 1-1-0 1-1-0 1-1-0 B 8P S TV -1-T SP -1 -CS - 12' 4' O 19A-4-129 35' 25' 15' 250W B 8P J °acv00 POLE 4O SP -1 -CS Sierra Lakes Pkwy 12' 1-1-0 1-1-0 ® 1-A 10' - - CN B 2P W TV -1-T SP -1 -CS - 12' 4' O 29A-5-129 o ' 04 POLE O 15' 250W B 2P W MAS,MAS,SV-1-T 1-1-0 Village Dr 16' 4' o POLE O6 1-A 10 - - - B 1-1-0 1-1-0 TV -1-T SP -1 -CS - 16' 4' 7 26A-4-129 35' 40' 1 15' 250W B 4P ov M POLE O7 SP -1 -CS Sierra Lakes Pkwy 15' 4' ® 1-1-0 1-1-0 1-1-0 - - POLE O8 6P E TV -1-T SP -1 -CS - 16' 1-1-0 1-1-0 1-1-0 1-1-0 TOTAL 0-0-1 1-1-1 2-2-1 3-3-1 3-3-1 4-4-0 3-3-0 2-2-0 1-1-0 #10 LUMINAIRE 2 2 2 2 - - - 2 2 - VIDEO VIDEO CABLE 1 1 2 2 - 4 - 1 1 - DET. OPTICOM CABLE 1 1 2 2 4 - - 1 1 - CONDUIT SIZE 3" 3"(E) 4" 4"(E) 4" 3" 4" 4" 4"(E) 3" (E) INDICATES EXISTING CONDUIT WITH PULL ROPE BARRIER NOT USED L STANDARD MAST ARMS i PHASE 1 PHASE 2 PHASE 3 PHASE 4 NOT USED 0 c TYPE HT. SIG. PHASE 5 PHASE 6 PHASE 7 PHASE 8 PHASE DIAGRAM 0 I j i i i1 i, i i I 0 UJI iLU I i MAST -ARM i i 42' f 37' CURB LINE 22' i 22' I n It POLE SCHEDULE L STANDARD MAST ARMS LUMINAIRE PED PUSH BT. SIGNAL MOUNTING S.N.S.* PLACEMENT REMARKS 0 c TYPE HT. SIG. LUM. H. P. S. V. TYPE PHASE QUAD VEHICLE PED. MESSAGE A B METAL UNLESS OTHERWISE SHOWN. ALL INTERCONNECT PULLBOXES SHALL BE 026A-4-129 22' 35' 45' 15' 250W B 6P E MAS,MAS,SV-1-T SV -1-T** SP -1 -CS Augusta Dr W 8' 4' F=23' O 1-A . 10' - - - B 8P S TV -1-T SP -1 -CS - 12' 4' O 19A-4-129 35' 25' 15' 250W B 8P S MAS,SV-1-T SP -1 -CS Sierra Lakes Pkwy 12' 6' „ I ® 1-A 10' - - - B 2P W TV -1-T SP -1 -CS - 12' 4' O 29A-5-129 35' 50' 15' 250W B 2P W MAS,MAS,SV-1-T SP -1 -CS Village Dr 16' 4' F=25' © 1-A 10 - - - B 4P N TV -1-T SP -1 -CS - 16' 4' 7 26A-4-129 35' 40' 1 15' 250W B 4P N MAS,SV-1-T SP -1 -CS Sierra Lakes Pkwy 15' 4' ® 1-A 10' - - - B 6P E TV -1-T SP -1 -CS - 16' 4' I I I I ii I * S.N.S. SHALL BE INSTALLED ON SHAFT MOUNTED CANTILEVER MAST ARMS **INSTALL AT 17' MOUNTING DETAIL R/W LINE OU I I I I I i I CURB LINE L - MODEL 711 OPTICAL DETECTOR ? I i R/W LINE ! j I i 2 , i � �j � w w2 jl `. !� I '' I I� in + z Z z I �- CB �' V w o Q ; z z z i NSIERRA w� w LAKESLd z> W UW LO LL, z (n N ------------ \� I y I 02 17- ■ + 04 V------ \\\ O 08P 1- - - - - - - - - - -,8P - --- `10 -- �� \ 0---� - -02 --- 02` ---------- _ Q LLJ (Y ui 08 1 07 04 4 � -- -- _ - - --- --- 4 CB 1 -- - = __ -- - - \\ 8 9L -- --_ _ _ _ _ i- . - _ MOUNT AT 17 0,8 I 4 8-- --- -- ------------- C)- - - --- -- 3 - - - '---- EX._ 3" - - _ - - _ - I _CONDUIT W_�UZL OPE - - _ - - 5 FOR EDI --- ---___ - -- R34 03----�-, ' ----------- SON USE - - -__ - ---- _ ---_ - --------- - -- ! _ , i JOINT TRENCH -70 --------____-- -- _ ___-----------___ ----- ___----- `' r - R34 =�� - ---- ----- -' I 5 - -�' `-------- --- - - - - - - - - - -- - - 10 04 _-H -------------- ' 4 #10 0 LUMINAIRES b t Ln ---- ' - ------ 4- — 2 — _ - + - — - - o� _ 04 7--- -{ _------ 06 2"C, 2 #6 SIGNAL ` TRAFFIC SIGNAL GENERAL NOTESi J _� J ®06I - _Z J `\r I 1. TRAFFIC SIGNAL AND LIGHTING SHALL CONFORM TO THE STATE OF CALIFORNIA m - 5 0. 3 STANDARD SPECIFICATIONS SECTION 86 AND STANDARD PLANS (DATED JULY 2002). > `- — - - - - 1 \ U� CBI 6 U� SIDEWALK EXISTING CURB�- NATIVE SOIL AT 90% AND/OR 8" COMPACTION (IF SIDEWALK CURB AND GUTTER DOES NOT EXIST, COMPACTED NATIVE SHALL BE FLUSH WITH SURROUNDING SURFACE.) 6-1.5"(41mm) SCH 40 HDPE CONDUITS AND 4 -SACK 0 ORANGE PEA GRAVEL BACKFILL DUCT INSTALLATION AND TRENCH REPAIR DETAIL (INSTALLATION IN PARKWAY) Q N.T.S. cn PROPOSED CURB AND/OR CURB AND GUTTER ED A.C. E 0-1.i k41mmj Z.Ln 4u nurc CONDUITS AND 4 -SACK ORANGE PEA GRAVEL BACKFILL DUCT INSTALLATION AND TRENCH REPAIR DETAIL (INSTALLATION IN UNPAVED STREET) N.T.S. DETAIL "C" Curb/Berry or edge of 2. LOCATION OF ALL UNDERGROUND FACILITIES ARE APPROXIMATE. THE CONTRACTOR Cg SHALL POTHOLE TO DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS- ;; I - II , O 8 7 6 TRAFFIC SIGNAL CONSTRUCTION NOTES ON THE JOB SITE. HAND DIG FOUNDATIONS UNTIL CLEAR OF OBSTRUCTIONS. i 9 i ❑1 INSTALL CITY FURNISHED TYPE 90 CONTROLLER EQUIPMENT PACKAGE INCLUDING PHONE UNDERGROUND SERVICE ALERT AT (800)227-2600, TWO WORKING DAYS 11 1 TYPE "R" CABINET AUTOSCOPE DETECTION, AND APPURTENANT EQUIPMENT. BEFORE DIGGING. 1 CURB LINE CONTROLLER CABINET AND FOUNDATION SHALL BE INSTALLED PER CITY STANDARD DRAWING 4004. CONTRACTOR SHALL FURNISH AND INSTALL ANY ADDITIONAL ELECT- 3. ALL TRAFFIC SIGNAL PULLBOXES SHALL BE No. 6 AND CONDUIT SHALL BE 2" RIGID CURB LINE RONIC EQUIPMENT REQUIRED TO PROVIDE THE SIGNAL OPERATION AS SHOWN ON METAL UNLESS OTHERWISE SHOWN. ALL INTERCONNECT PULLBOXES SHALL BE 34' 22' THE PLAN. BROOKS TYPE P48 WITH EXTENSIONS (OR APPROVED EQUAL), PER SPECIAL PROVISIONS. INTERCONNECT PULLBOX LIDS SHALL BE LABELED "COMMUNICATIONS". I ❑2 INSTALL TYPE III -BF SERVICE EQUIPMENT ENCLOSURE PER CITY OF FONTANA AND SOUTHERN CALIFORNIA EDISON COMPANY REQUIREMENTS. 4. ALL VEHICLE INDICATIONS SHALL BE 12". ALL VEHICLE AND PEDESTRIAN HEADS SHALL BE PER SPECIAL PROVISIONS. Uj i ;; ❑3 INSTALL UNI -DIRECTIONAL, SINGLE CHANNEL OPTICOM DETECTOR, (MODEL 711 OR EQUAL), PER DETAIL THIS SHEET AND AS DIRECTED BY THE ENGINEER. 5. CONTRACTOR SHALL COORDINATE ELECTRIC SERVICE DETAILS AND SCHEDULING, WITH SOUTHERN CALIFORNIA EDISION COMPANY WELL IN ADVANCE OF NEED. 4❑ INSTALL CITY FURNISHED IMAGE SENSOR UNIT PER CITY STANDARD DRAWING 133 AND { AS DIRECTED BY THE ENGINEER. ' 6. EXISTING LIGHTING SHALL REMAIN IN OPERATION UNTIL NEW SIGNAL AND LIGHTING PER SPECIFICATIONS. i " IS OPERATIONAL „ I I F5]FURNISH AND INSTALL SIGN AND HARDWARE PER CALTRANS DETAIL "U", ES -7N. 7 CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. 8. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALK AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE ENGINEER. 9. CONTROLLER CABINET SHALL NOT BE SUBJECTED TO WATER FROM SPRINKLERS. MODIFY SPRINKLER SYSTEMS IF NECESSARY. 10. CONTRACTOR SHALL REFER TO THE CITY TRAFFIC ENGINEER IN THE EVENT OF A CONFLICT OR POTENTIAL CONFLICT WITH THESE PLANS AND/OR SPECIFICATIONS FOR THIS PROJECT. 11. AL REQUIRED CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING DIVISION PRIOR TO COMMENCEMENT OF WORK. 12. CONTRACTOR TO FURNISH ALL EQUIPMENT, MATERIALS AND HARDWARE TO CONSTRUCT THE TRAFFIC SIGNAL AND LIGHTING AS SHOWN ON THE PLANS, EXECPT AS NOTED TO BE CITY FURNISHED, OR LISTED AS CITY PROVIDED IN THE SPECIAL PROVISIONS. AFA File: 692.003 S-LAKESBASE-ABC.DWG 5:31 PM 03/16/04 TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT LU Ad SCALE 1"=20' 20 10 0 20 40 60 a CONNECT INTERCONNECT PER TRAFFIC SIGNAL CONTROLLER MANUFACTURERS REQUIREMENTS. a FURNISH AND INSTALL 2" CONDUIT WITH 2 -INTERCONNECT CABLE (6PR. #22). a EXISTING 6-1.5" SCHEDULE 40 HDPE CONDUITS PER DETAIL "C", WITH ORANGE, YELLOW, RED, BLACK, BLUE AND GREEN CONDUITS. FURNISH AND INSTALL INTERCONNECT CABLE (6PR. #22) PER CALTRANS .SEC. 86-2.08E AS INDICATED IN THE ORANGE CONDUIT. ❑9 FURNISH AND INSTALL 3" PVC CONDUIT WITH 1/4" POLY PULL ROPE PER SCE REQUIREMENTS. COORDINATE SERVICE WITH SCE (DAVID QUEZADA 909-357-6240 & CANERA MILES 909-357-6505). 10 FURNISH AND INSTALL 2 -INTERCONNECT CABLE (6PR. #22) IN EXISTING, CONDUIT. a ANN V w SERVICE ADDRESS ----- --------------------------_ REV. REVISION DESCRIPTION DATE ENGR. CIT DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT CITY OF FONTANA, CALIFORNIA I �rJis�RPodNscf coMDutrilvs�`t Q�AESSION, COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL Qs� Fp �y TRAFFIC SIGNAL PLAN sr aw�.336>s s�'� oGz `� � AUST/N FOUST ASSOC/A TES, /NC, SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, ,6 �' DRAWN BY: pw 3o5v�S�OToSf>tl�4t.1.51J�t&7- 3i a •�q. �2 J.J.A. SIERRA LAK PKWY. AND RoSS�N� Cal✓dU/1 P. $,'SAS&xrsT�at THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * Exp. 9-30-05 TRAFFIC ENGINEERING AND TRANSPORTATION PLANNING DESIGNED BY: By pW ,356 2020 NO J.J.A -ITUVIN AVENUE SANTA ANA, CALIFORNIA 92705-7827 A UST RIVE WEST BRING THEM INTO CONFORMANCE WITH CONDITIONS AND �T91 C1V1� TEL E 7 4) 667-0496 FAX (714) 667-7952 . Fps �R`��© CHECKED B :- APPR BY: STANDARDS IN EFFECT. DATE: 'T R.S. ��y F UST, RCE 20258 EXPIRE 9-30-05 CITY ENGIR.C.E. 51152 DATE U) D Q z Q CL U) w c Qc I c i C, 44 � c LU L` ® c SCALE: 1 °=20 DATE: 3/17/04 DRAWING NO.: 1 3465