Loading...
HomeMy WebLinkAbout4296-3CONDUCTOR SCHEDULE A.W.G. SIZE POLE OR RUNS OR CABLE SIZE CIRCUIT * 1 * 2 * 3 * 4 ■ 5 6 Am 7 8 ■ 9 EXISTING POWER POLE TO BE RELOCATED BY OTHERS PER STREET PLAN. �6 EXISTING STREET LIGHT TO BE RELOCATED BY OTHERS PER STREET PLAN: Q7 RELOCATE EXISTING TYPE 24A POLE TO NEW LOCATION. 08 REMOVE EXISTING FOUNDATION COMPLETELY AND BACKFILL PER SPECIFICATIONS. 9Q RELOCATE EXISTING TYPE 1—A POLE TO NEW LOCATION. POLE O 1 SINGLE CHANNEL OPTICOM DETECTOR MODEL 711. 1 08 —►- WEST - - a N 3 D POLE O 25 1 1 1 1 1 1 to�v-p,�J I i`l�, �l0$l09I AML 8 (, •� U 25OW Baseline Ave Q 1-A (E) 10' - - 11' 4' - POLE O SP -1 -CS 8 1 } 1 1 - - ® 61A-5-80 (E) 35' 25 T 11' 4' 3 -MAS SV -1-T SP -1 -CS 6 FEET. EAST 25OW McGuire Ave POLE 4 1-A(R) 10 - 1 1 20 4' - TV -1-T SP -1 -CS R S C N EAST - - © 24A-4-80 (R) 35' 25' (R) 15' 20' 7' POLE O SV -1-T (R) SP -1 -CS (R) 4 (R) 1 1 1 Baseline Ave Q 1-A (E) 10 - - 12' 4' - TV -1-T 1 4 NORTH D U POLE Q ® 29A-5-80 (E) 35' 55' 1 1 1 1 1 1 2 -MAS SV -1-T C1 POLE O WEST 250W McGuire Ave 1 1 1 1 1 1 1 12 T 0 POLE Q 1 1 1 1 1 1 1 1 1 1 S TOTAL CABLES 3C/12C 1 1 2 2 3 3 4 4 Z4 4 4 3 3 2 2 1 1 12 I.I.S.N.S. — 2 2 — — 2 2 2 2 10 LUMINAIRES — 2 2 — 1 2 2 2 1 2 VIDEO COAXIAL CABLE — 1 1 1 3 2 2 1 1 VIDEO POWER CABLE — 1 1 1 3 2 2 1 1 OPTICOM CABLE — 1 1 1 3 2 2 1 1 CONDUIT SIZE (in.) (E) E) (E) (E E E N 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 Ems' 0 co O 0 MAST -A M MAST–ARM MOUNTING CLAMP FOR MODEL 711 OPTICAL DETECTOR CURB / BERM FLOW LIN OR EDGE OF SHOULDE f1 1 /1 \ 1 A I PI T A IL I r% A r1 r1 rm-& I AP% r— & A r— IL I I r1 I a A r— 110--. a -k& ■ r% AND EQUIPMENT LOCATIONS 2#10 (LIGHTING BASELINE AVENUE1#8����}E' R/J ' 400 man" 2 . 01 CONSTRUCTION NOTES: 03 EXISTING TYPE 90 CONTROLLER AND TYPE P CABINET TO REMAIN. 2❑ EXISTING TYPE III -6F SERVICE PEDESTAL TO REMAIN. F31 EXISTING VIDEO DETECTION CAMERA TO REMAIN 4Q EXISTING FIRE HYDRANT TO BE RELOCATED BY OTHERS PER STREET PLAN. 05 EXISTING POWER POLE TO BE RELOCATED BY OTHERS PER STREET PLAN. �6 EXISTING STREET LIGHT TO BE RELOCATED BY OTHERS PER STREET PLAN: Q7 RELOCATE EXISTING TYPE 24A POLE TO NEW LOCATION. 08 REMOVE EXISTING FOUNDATION COMPLETELY AND BACKFILL PER SPECIFICATIONS. 9Q RELOCATE EXISTING TYPE 1—A POLE TO NEW LOCATION. 10 EXISTING SINGLE CHANNEL OPTICOM DETECTOR MODEL 711. 01 02 03 0 4 NOT DATE HPSV LUMINAIRE NON -ILLUMINATED STREET NAME SIGN USED DESCRIPTION ROLE HEIGHT SIGNALLUMINAIRE MAST ARM MAST ARM A� "BIS o -v POLE I VEHICLE POLE PEDESTRIAN 0 �- NOT Q 1-A (E) 10 USED i v � 4' 05 06 07 08 PHASE D IAG RAM EX. RETAINING WALL - EX. UTILITY PEDESTAL RECORD DRAWING The information on this drawing is obtained from others and must be verified in 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 ""Imm" 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT WDID No. 8 360337238 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE HPSV LUMINAIRE NON -ILLUMINATED STREET NAME SIGN NO. DESCRIPTION ROLE HEIGHT SIGNALLUMINAIRE MAST ARM MAST ARM A� "BIS MAST ARM VEHICLE POLE I VEHICLE POLE PEDESTRIAN 0 ARROW QUAD Q 1-A (E) 10 - - 13' 4' - TV -1-T SP -1 -CS 2 —►- WEST - - a 26A-4-80 (E) 35' 25 15 11' 6' to�v-p,�J I i`l�, �l0$l09I AML 8 (, •� EX. R/W I EX. WATER METER ,4W z; SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. POLE AND EQUIPMENT SCHEDULE POLE SIGNAL STANDARD PLACEMENT DIMENSIONS SIGNAL MOUNTING PED PUSH BUTTONS HPSV LUMINAIRE NON -ILLUMINATED STREET NAME SIGN NO. DESCRIPTION ROLE HEIGHT SIGNALLUMINAIRE MAST ARM MAST ARM A� "BIS MAST ARM VEHICLE POLE I VEHICLE POLE PEDESTRIAN 0 ARROW QUAD Q 1-A (E) 10 - - 13' 4' - TV -1-T SP -1 -CS 2 —►- WEST - - a 26A-4-80 (E) 35' 25 15 11' 6' MAS SV -1-T SP -1 -CS 8 CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER FOR EXACT EQUIPMENT LOCATIONS SOUTH 25OW Baseline Ave Q 1-A (E) 10' - - 11' 4' - TV -1-T SP -1 -CS 8 --- SOUTH - - ® 61A-5-80 (E) 35' 25 15 11' 4' 3 -MAS SV -1-T SP -1 -CS 6 FEET. EAST 25OW McGuire Ave Q 1-A(R) 10 - - 20 4' - TV -1-T SP -1 -CS 6 --NON- EAST - - © 24A-4-80 (R) 35' 25' (R) 15' 20' 7' MAS (R) SV -1-T (R) SP -1 -CS (R) 4 (R) NORTH 250W Baseline Ave Q 1-A (E) 10 - - 12' 4' - TV -1-T SP -1 -CS 4 NORTH - - ® 29A-5-80 (E) 35' 55' 15' 11' 4' 2 -MAS SV -1-T SP -1 -CS 2 WEST 250W McGuire Ave * RELOCATE EXISTING POLE AND EQUIPMENT ON NEW FOUNDATION SEE GENERAL NOTE 2 (N) NEW (E) EXISTING (R) RELOCATE k; CONSTRUCT THE TRAFFIC SIGNAL AND LIGHTING AS SHOWN ON THE PLANS, EXCEPT AS NOTED M 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 N POTENTIAL CONFLICT WITH THESE PLANS AND, OR SPECIFICATIONS FOR THIS PROJECT. o 14. WHERE TRAFFIC SIGNAL STREET CROSSING CONDUIT ARE NOT INSTALLED USING THE BORING 1-1 METHOD, TRENCH REPAIRS SHALL BE PER CITY STANDARD, AND SPECIAL PROVISIONS, SECTION E. C 0 Q 15. TRAFFIC SIGN SIZE SHALL BE FOR CONVENTIONAL -ROADWAYS UNLESS OTHERWISE SHOWN ON THE 0 PLANS. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST �® ,ATH�4Y lCALTRANS SIGN SPECIFICATIONS SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO ��• �'��� 2006 CA MUTCD CODES. No.62794 z CIw.. ZN� 20 0 20 40 �OF CAt�` scale 1 20' feet �• SEAL—ENGINEER r - c. IES_l Empo A Civil Engineering - Planning - Surveying - Public Works R �pQtHUR c`�1 9130 Anaheim PI. Ste. 120 - Rancho Cucamonga, CA 91730.909-919-7800 ti DRAWN BY: PREPARED UNDER THE SUPERVISION OF: MT No. 31681 z DESIGNED BY: * Exp. 12/31/08 clvll%� 710 7 CHECKED BY: of CA%-\' HAROLD ARTHUR GARCELON, P.E. R.C.E. 31681 DATE Im P SERVICE -ADDRESS: 14688 BASELINE AVENUE CITY OF FONTANA, -CALIFORNIA TRAFFIC SIGNAL MODIFICATION PLAN BASELINE AVENUE ANO Mc GUkV_1=,NUE 41o 0 i �z w 0-0 0 E L� N d - it Wo "o N Cr N N SCALE: 111=20' 0 �Q DATE: AUGUST 2007 E -6 zC: DRAWING NO.: 3 �, 4298 4 0 +' �(0 o� GENERAL NOTES: N 1. TRAFFIC SIGNAL, SIGNING AND STRIPING, AND LIGHTING SHALL CONFORM TO — — — — — THESE PLANS, THE SPECIAL PROVISIONS, THE CITY OF FONTANA STANDARD EX. GUTTER DETAILS, AND THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS SECTION 86 (DATED MAY N 2006) AND STANDARD PLANS (DATED MAY 2006) THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC EX. CURB 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 FOUNDATINS 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. EX. R/W 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 M 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 N POTENTIAL CONFLICT WITH THESE PLANS AND, OR SPECIFICATIONS FOR THIS PROJECT. o 14. WHERE TRAFFIC SIGNAL STREET CROSSING CONDUIT ARE NOT INSTALLED USING THE BORING 1-1 METHOD, TRENCH REPAIRS SHALL BE PER CITY STANDARD, AND SPECIAL PROVISIONS, SECTION E. C 0 Q 15. TRAFFIC SIGN SIZE SHALL BE FOR CONVENTIONAL -ROADWAYS UNLESS OTHERWISE SHOWN ON THE 0 PLANS. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST �® ,ATH�4Y lCALTRANS SIGN SPECIFICATIONS SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO ��• �'��� 2006 CA MUTCD CODES. No.62794 z CIw.. ZN� 20 0 20 40 �OF CAt�` scale 1 20' feet �• SEAL—ENGINEER r - c. IES_l Empo A Civil Engineering - Planning - Surveying - Public Works R �pQtHUR c`�1 9130 Anaheim PI. Ste. 120 - Rancho Cucamonga, CA 91730.909-919-7800 ti DRAWN BY: PREPARED UNDER THE SUPERVISION OF: MT No. 31681 z DESIGNED BY: * Exp. 12/31/08 clvll%� 710 7 CHECKED BY: of CA%-\' HAROLD ARTHUR GARCELON, P.E. R.C.E. 31681 DATE Im P SERVICE -ADDRESS: 14688 BASELINE AVENUE CITY OF FONTANA, -CALIFORNIA TRAFFIC SIGNAL MODIFICATION PLAN BASELINE AVENUE ANO Mc GUkV_1=,NUE 41o 0 i �z w 0-0 0 E L� N d - it Wo "o N Cr N N SCALE: 111=20' 0 �Q DATE: AUGUST 2007 E -6 zC: DRAWING NO.: 3 �, 4298 4 0 +' �(0 o�