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HomeMy WebLinkAbout4296-4CONDUCTOR SCHEDULE A.W.G. SIZE POLE OR RVNS 1 * 2 * 3 * 4 * 5 6 ■IA70 USED 8 9 1 11 OR CABLE SIZE CIRCUIT* C POLE (D 1 1 1 1 1 1 1 1 1 1 10' - NOT 4 4' � Q D 12 POLE 2 fd 5 1 1 1 1 1 1 1 1 EXISTING VIDEO DETECTION CAMERA 19A-4-80 (E) 35' 25 15' U 4' MAS SV -1-T SP -1 -CS 6 - EAST 25OW Cherry Ave Q 1-A (E} POLE - - 1 1 1 1 1 1 TV -1-T SP -1 -CS 6 EAST - - T ® 29A-5-80 (E) 35' S0' 15 1.5 9' 3 -MAS SV -1-T SP -1 -CS 4 POLE O 25OW Heritage Village Court 1 1 1 1 10' - - 6' 4' - R S C 4 —► NTH - - © 19A-4-80 (E) 35' 30' 15 10' 5 MAS SV -1-T SP -1 -CS 2 - - WEST 25OW Cherry Ave Q N POLE O - 14' 4' - TV -1-T SP -1 -CS 2 --►- 1 1 1 1 1 1 D U POLE O 29A-5-80 (R) 35' 55 (N) ■ 15' 22' 4' 3 -MAS (R) 1 1 1 1 1 1 1 1 C� POLE \ :J Bar Harbor Rd F=19' 1 1 1 1 1 1 1 1 1 1 3 T 0 POLE O 1 1 1 1 1 1 1 1 1 1 1 1 S TOTAL CABLES 1 1 2 2 8 LUMINAIRES - 2 2 2 - 2 2 2 2 2 - VIDEO COAXIAL CABLE - 1 1 2 2 1 1 2- 2 2 2 VIDEO POWER CABLE - 1 1 2 2 1 1 2 2 2 2 OPTICOM CABLE — 1 1 2 2 1 1 2 2 2 2 CONDUIT SIZE in. 2% 3 3 3% 3 3 3 3 3 3% 3 E E E E E N E E E E E * EXISTING CONDUCTORS TO BE REMAIN IN PLACE ■ REMOVE AND DISCARD EXISTING CONDUCTORS, INSTALL NEW CONDUCTORS (N) NEW CONDUIT (E) EXISTING CONDUIT TO REMAIN GENERAL NOTES: 1. TRAFFIC SIGNAL, SIGNING AND STRIPING, AND LIGHTING SHALL CONFORM TO THESE PLANS, -THE SPECIAL PROVISIONS, THE CITY OF FONTANA STANDARD DETAILS, AND THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS SECTION 86 (DATED MAY 2006) AND STANDARD PLANS (DATED MAY 2006) THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS- AND HIGHWAYS, -DATED SEPTEMBER 2006. 2. LOCATION OF ALL UNDERGROUND FACILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL POTHOLE TO DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE. HAND DIG FOUNDATIONS UNTIL CLEAR OF ANY OBSTRUCTIONS. PHONE UNDERGROUND SERVICE ALERT AT (800) 227-2600, TWO (2) WORKING DAYS BEFORE DIGGING. 3. ALL PULLBOXES SHALL BE No. 6 AND CONDUIT SHALL BE 2" RIGID METAL UNLESS OTHERWISE SHOWN. 4. NOT USED 5. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. SEE DETAIL THIS SHEET. 6. ALL REQUIRED CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING DIVISION PRIOR TO COMMENCEMENT OF WORK. 7. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS, AND SIDEWALK AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE ENGINEER. 8. CONTROLLER CABINET SHALL NOT BE SUBJECTED TO WATER FROM SPRINKLERS. MODIFY SPRINKLER SYSTEMS IF NECESSARY. 9. THE ALIGNMENT OF INTERCONNECT DUCTS SHALL BE AS STRAIGHT AS POSSIBLE. HOWEVER, WHEN CHANGES IN ALIGNMENT ARE- NECESSARY, SWEEPS -SHALL HAVE MINIMUM RADIUS OF 10 FEET. 10. ALL VEHICLE INDICATIONS SHALL BE 12" AND HAVE L.E.D. SIGNAL MODULES. ALL PEDESTRIAN HEADS SHALL HAVE L.E.D. PEDESTRIAN MODULES PER SPECIAL PROVISIONS. 11. ANY EXISTING TRAFFIC SIGNALS AND LIGHTING SHALL REMAIN IN OPERATION UNTIL REPLACED WITH NEW CONSTRUCTION. 12. CONTRACTOR TO FURNISH ALL EQUIPMENT, MATERIALS, AND HARDWARE TO CONSTRUCT THE TRAFFIC SIGNAL AND LIGHTING AS SHOWN ON THE PLANS, EXCEPT AS NOTED CITY FURNISHED OR LISTED AS CITY PROVIDED IN THE SPECIAL PROVISIONS. 13. 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. 14. WHERE TRAFFIC SIGNAL STREET CROSSING CONDUIT ARE NOT INSTALLED USING THE BORING METHOD, TRENCH REPAIRS SHALL BE PER CITY STANDARD, AND SPECIAL PROVISIONS, SECTION E. 15. TRAFFIC SIGN SIZE SHALL BE FOR CONVENTIONAL ROADWAYS UNLESS OTHERWISE SHOWN ON THE PLANS. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS SIGN SPECIFICATIONS SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO 2006 CA MUTCD CODES. 01 02 o3 Q14 SIGNAL MOUNTING D NOT NON -ILLUMINATED STREET NAME SIGN REMARKS N0. USED POLE HEIGHT SIGNAL MAST ARM LUMINAIRE MAST ARM n A O N B MAST ARM VEHICLE POLE VEHICLE POLE PEDESTRIAN0 o -v ARROW QUAD 1 �-v �— 10' - NOT 4 4' � Q USED SP -1 -CS fd 5 06 -7 -IF -07 fZf 8 PHASE DIAGRAM IA\ 0 0 A T—ARM MAST -ARM MOUNTING CLAMP FOR MODEL 711 OPTICAL DETECTOR EXIST. 2"C, SIC TO CONTROLLER 0 S/W CORNER OF BASELINE AVE. & CHERRY AVE EXIST. 3" SCHED. 40 PVC TO SCE SERVICE ON - SW CORNER OF BASEUNE AVE. & CHERRY AVE. CURB / BERM FLOW OR EDGE OF SHOUL Al SIGNAL STANDARD PLACEMENT DIMENSIONS AND EQUIPMENT LOCATIONS EX. RIGHT OF WAY HERITAGE VILLAGE COURT —E%. CURB k GUTTER �� �p EX. CURB & GUTTER 1_. RECORD DRAWING The information on this drawing is obtained from others and must be verified yin the field by anyone prior to use or construction. HALL. & FOREMAN, INC. is not responsible for underground facility, locations or depictions. All above ground facilities can be readily seen and verified by the parties that intend to use same. TOLL FREE `qN=F` 1-800-227-2-600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT EX. SCE HANDHOLE EX. 2"C, 2#10 (LIGHTING) EX. 2#6 (SERVICE) - 1 #8 (G.F.C.I.) EX. RIGHT OF WAY POLE AND EQUIPMENT SCHEDULE - POLE SIGNAL STANDARD PLACEMENT DIMENSIONS SIGNAL MOUNTING PED PUSH I BUTTONS HPSV LUMINAIRE NON -ILLUMINATED STREET NAME SIGN REMARKS N0. DESCRIPTION POLE HEIGHT SIGNAL MAST ARM LUMINAIRE MAST ARM n A O N B MAST ARM VEHICLE POLE VEHICLE POLE PEDESTRIAN0 ARROW QUAD 1 1-A (E) 10' - - 4 4' - TV -1-T SP -1 -CS 8 —► SOUTH - - EXISTING VIDEO DETECTION CAMERA 19A-4-80 (E) 35' 25 15' 1' 4' MAS SV -1-T SP -1 -CS 6 - EAST 25OW Cherry Ave Q 1-A (E} 10' - - 3' 4' - TV -1-T SP -1 -CS 6 EAST - - ® 29A-5-80 (E) 35' S0' 15 1.5 9' 3 -MAS SV -1-T SP -1 -CS 4 NORTH 25OW Heritage Village Court Q 1-A (E) 10' - - 6' 4' - TV -1-T SP -1 -CS 4 —► NTH - - © 19A-4-80 (E) 35' 30' 15 10' 5 MAS SV -1-T SP -1 -CS 2 - - WEST 25OW Cherry Ave Q 10' - - 14' 4' - TV -1-T SP -1 -CS 2 --►- WEST - - ® 29A-5-80 (R) 35' 55 (N) ■ 15' 22' 4' 3 -MAS (R) SV -1-T (R) SP -1 -CS (R) 8 (R) -000 SOUTH 250W Bar Harbor Rd F=19' � RELOCATE EXISTING POLE AND E(�IIPMENT ON THE NEW FOUNDATI(MI (N) NEW (E) EXISTING (R) RELOCATE I I ■ 55' MASTARM TO BE SUPPLIED BY CITY I) I I I I ! I II J I ! II II I I I I I J--�--+-- E . CUR GUTTER I I I I I I III 1�A R IA'RI30R in, ROA D EX. RIGHT OF WAY e a EX. RIGHT OF WAY WDID No. 8 360337238 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SEAL -ENGINEER QR�ESS/ SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT �g1HUR c`�lF COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER r _ MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO No. 31681 2 CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. * Exp. 12/31/08 CIV11.�� OF Cho' Piz- A, w I ij C, 066109 0 MG • • EX. RIGHT OF WAY Q of ESSIO. TH co -, No. 6279 zCq x C9 Exp. � tom � ' �1�� lalg -OF CALF O =Mr R= Jhc -EWI & Polre. .. Mir A Civil Engineering - Planning • Surveying - Public Works 9130 Anaheim PI. Ste. 120 • Rancho Cucamonga, CA 91730.909-919-7800 DRAWN BY: PREPARED UNDER THE SUPERVISION OF: MT DESIGNED BY: CHECKED B : 20 0 20 40 Mmilm scats 1 20' feet SERVICE ADDRESS: 7412 CHARRY AVE CITY OF FONTANA, CALIFORNIAN TRAFFIC SIGNAL MODIFICATION- PLAN CHERRY AVENUE SCALE: 1"-20, ART DATE: BAR HA O"OADA uGUST 2007 BY: kROLD ARTHUR GARvELON, P.E. R.C.E. 31681 �DATE P I (� //J/ C�X.✓� ITY ENGI R.C.E. 51152 DRAWING NO.: 4 4296 DATE: 4 CONSTRUCTION NOTES: 1Q EXISTING TYPE 90 CONTROLLER AND TYPE P CABINET TO REMAIN. 2❑ EXISTING TYPE III -BF SERVICE PEDESTAL TO REMAIN. 30 EXISTING MASTARM SIGN (R73-3) TO REMAIN. 4� EXISTING FIRE HYDRANT TO BE RELOCATED BY OTHERS PER STREET PLAN. �5 EXISTING CATCH BASIN TO BE RECONSTRUCTED PER STREET PLANS. O6 RELOCATE EXISTING TYPE 29A POLE TO NEW LOCATION. 55' MASTARM TO BE FURNISHED BY CIN AND INSTALLED BY CONTRACTOR. RELOCATE VIDEO DETECTION CAMERA, OPTICOM, SNS, VEHICLE HEADS, AND PED HEAD TO NEW MASTARM. 7❑ EXISTING SIGNS TO RELOCATED BY OTHERS PER S.S. PLAN. 80 REMOVE EXISTNG FOUNDATION COMPLETELY. BACKFILL PERSPECIFICATION 90 RELOCATE EXISTING -TYPE 1-A POLE TO NEW LOCATION. 1� EXISTING SINGLE CHANNEL OPTICOM DETECTOR MODEL 711. 11 EXISTING VIDEO DETECTION CAMERA =Mr R= Jhc -EWI & Polre. .. Mir A Civil Engineering - Planning • Surveying - Public Works 9130 Anaheim PI. Ste. 120 • Rancho Cucamonga, CA 91730.909-919-7800 DRAWN BY: PREPARED UNDER THE SUPERVISION OF: MT DESIGNED BY: CHECKED B : 20 0 20 40 Mmilm scats 1 20' feet SERVICE ADDRESS: 7412 CHARRY AVE CITY OF FONTANA, CALIFORNIAN TRAFFIC SIGNAL MODIFICATION- PLAN CHERRY AVENUE SCALE: 1"-20, ART DATE: BAR HA O"OADA uGUST 2007 BY: kROLD ARTHUR GARvELON, P.E. R.C.E. 31681 �DATE P I (� //J/ C�X.✓� ITY ENGI R.C.E. 51152 DRAWING NO.: 4 4296 DATE: 4