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HomeMy WebLinkAboutC8.01 ACHD Roadway -Conductor Plan V1UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T UGP UGP UGP G G G G G G G G G G G G G G G G G G G T T G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G T T T T T T T T T T T T T T T T T T T UGP UGP UGP UGP T T T T T T T T T T T T SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W EP EP EP EP SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G E E E E E E E E R/W R/W R/W 76.43' R/W R/W R/W S S WV WV T C IV IV IV E IV E E E E E T E E WV W S S T UGP UGP UGP UGP UGP R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP 18''SD 18''SD 18''SD SD 18''SD18''SD 18''SD 18''SD M W UGP 133+00 134+00 135+00 136+00 T T T T T T T T T T T T T T T T T T T UGP UGP UGP UGP UGP UGP G G G G G G G G G G G G G G G G G T T T T T I V E E E S S T UGP T T T T T T T T T OHP OHP OHP OHP OHP OHP G G G G G G G G G G UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP T T T T T T T T T T OHP OHP OHP OHP OHP OHP G G G G G G G G G E E UGP UGP E T T T T T T G G G G G G G T T T T T G G G G G G G G T T T T E E T E E 20213 3 1 0 0 B R I S T O L S T R E E T , S U I T E 4 0 0 C O S T A M E S A , C A 9 2 6 2 6 W W W . N G G P A R T N E R S . C O M T 9 4 9 . 7 5 6 . 0 8 1 8 F 9 4 9 . 7 5 6 . 0 1 4 5 A R C H I T E C T U R E ● P L A N N I N G ● I N T E R I O R S REV DESCRIPTION DATE 2700 E. Overland Rd. Meridian, ID 83642 SEASONS AT MERIDIAN NEWMAN GARRISON + PARTNERS, INC COPY RIGHT 2019 NEWMAN GARRISON + PARTNERS MORGAN HOLDINGS & STONE HILL 38 Glen Gary Dr., Ste. 200 Aspen, CO 81611 7301 Peak Dr., Ste. 200 Las Vegas, NV 89128 TLG PN: 120124 A DELTA A 07/22/2022 C8.01 ACHD Roadway - Conductor Plan Conduit & Conductor Schedule: CONDUIT CONDUCTORS (EXISTING) CONDUCTORS (PROPOSED) COMMENTS 1 2-IN RPC (EXISTING) SPARE WITH PULL ROPE 1-3C (OPTICOM) 1-COAX/5C(VIDEO DETECTION) 2-12C, 1-5C, 1-#6 BARE (VEHICLE AND PEDS) - 2 2-IN RPC (EXISTING) SPARE WITH PULL ROPE 1-5C, 1 #6 BARE (PEDS) - 3 1.5-IN RPC (EXISTING) 2-IN RPC (EXISTING) 2-IN RPC (EXISTING) 2-#8, 1-#6 BARE (LIGHTING CIRCUIT 2) SPARE WITH PULL ROPE SPARE WITH PULL ROPE 2-#8, 1-#6 BARE (LIGHTING CIRCUIT 2) SPARE WITH #12 THHN SPARE WITH #12 THHN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN 5 1.5-IN RPC (EXISTING) 2-IN RPC (EXISTING) 2-#8, 1-#6 BARE (LIGHTING CIRCUIT 1) SPARE WITH PULL ROPE 2-#8, 1-#6 BARE (LIGHTING CIRCUIT 1) SPARE WITH #12 THHN EXISTING TO REMAIN EXISTING TO REMAIN 6 1.5-IN RPC (EXISTING) 2-IN RPC (EXISTING) 2-IN RPC (EXISTING) 2-#8, 1-#6 BARE (LIGHTING CIRCUIT 1) SPARE WITH PULL ROPE SPARE WITH PULL ROPE 2-#8, 1-#6 BARE (LIGHTING CIRCUIT 1) SPARE WITH #12 THHN SPARE WITH #12 THHN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN 7 1.5-IN RPC (EXISTING) 2-IN RPC (EXISTING) 2-#8, 1-#6 BARE (LIGHTING CIRCUIT 2) SPARE WITH PULL ROPE 2-#8, 1-#6 BARE (LIGHTING CIRCUIT 2) SPARE WITH #12 THHN EXISTING TO REMAIN EXISTING TO REMAIN 8 1.5-IN RPC (EXISTING) 2-IN RPC (EXISTING) 2-IN RPC (EXISTING) 2-IN RPC (EXISTING) 4-#8, 1-#6 BARE (LIGHTING CIRCUITS 1 AND 2) SPARE WITH PULL ROPE SPARE WITH PULL ROPE SPARE WITH PULL ROPE 4-#8, 1-#6 BARE (LIGHTING CIRCUITS 1 AND 2) SPARE WITH #12 THHN SPARE WITH #12 THHN SPARE WITH #12 THHN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN 9 1.5-IN RPC - 4-#8, 1-#6 BARE (LIGHTING CIRCUITS 1 AND 2) CONNECT TO EXISTING 12 2-IN RPC - 1-5C, 1 #6 BARE (PEDS) - 13 2-IN RPC - 2-#8, 1-#6 BARE (LIGHTING CIRCUIT 2) - 14 2-IN RPC - 2-#8, 1-#6 BARE (LIGHTING CIRCUIT 1) CONNECT TO EXISTING 15 2-IN RPC - 1-5C, 1 #6 BARE (PEDS) CONNECT TO EXISTING 16 2-IN RPC SPARE WITH PULL ROPE 1-3C (OPTICOM) 1-COAX/5C (VIDEO DETECTION) 2-12C, 1-5C, 1-#6 BARE (VEHICLE AND PEDS) - 21 2-IN RPC (EXISTING) 2-IN RPC (EXISTING) 2-IN RPC (EXISTING) 6-2CS, 1-#10 THWN GREEN (DETECTION) SPARE WITH PULL ROPE SPARE WITH PULL ROPE 1-3C (OPTICOM) 1-COAX/5C (VIDEO DETECTION) 2-12C, 1-5C,1-#6 BARE (VEHICLE AND PEDS) - 22 2-IN RPC (EXISTING) 2-IN RPC (EXISTING) 2-IN RPC (EXISTING) 6-2CS, 1-#10 THWN GREEN (DETECTION) SPARE WITH PULL ROPE SPARE WITH PULL ROPE 2-COAX/5C (VIDEO DETECTION) 2-12C, 1 5C, 1-#6 BARE (VEHICLE AND PEDS) 2-12C, 1 5C, 1-#6 BARE (VEHICLE AND PEDS) - 23 2-IN RPC - 1-COAX/5C(VIDEO DETECTION) 2-12C, 1-5C, 1-#6 BARE (VEHICLE AND PEDS) - 25 2-IN RPC (EXISTING) SPARE WITH PULL ROPE 1-12C, 1-#6 BARE (VEHICLE & PEDS) 1-COAX/5C (VIDEO DETECTION) 1-3C (OPTICOM) - 27 2-IN RPC (EXISTING) 2-IN RPC (EXISTING) SPARE w/ PULL ROPE SPARE w/ PULL ROPE 1-COAX/5C (VIDEO DETECTION) 2-12C, 1-5C, 1-#6 BARE (VEHICLE AND PEDS) - 28 2-IN RPC 2-IN RPC - 1-COAX/5C (VIDEO DETECTION) 2-12C, 1-5C, 1-#6 BARE (VEHICLE AND PEDS) CONNECT TO EXISTING 29 2-IN RPC 2-IN RPC 2-IN RPC - 2-COAX/5C (VIDEO DETECTION) 2-12C, 1 5C, 1-#6 BARE (VEHICLE AND PEDS) 2-12C, 1 5C, 1-#6 BARE (VEHICLE AND PEDS) CONNECT TO EXISTING 30 2-IN RPC 3-#1/0 (SERVICE) - EXISTING TO REMAIN 31 2-IN RPC SPARE w/ PULL ROPE SPARE WITH #12 THHN FUTURE STREET LIGHTING CONDUIT 32 2-IN RPC - 1-4C, 1-5C, 1-#6 BARE (PEDS) - 4 Signal Pole A - Area Detail Scale: NTS Horizontal Scale: 0 10' 20' 1" = 10' ACHD Roadway-Conductor Plan 6 27 22 8 21 3 2 13 32 6 27 22 8 21 3 2 POLE D 32 23 12 12 32 5 1 32 POLE D POLE C 14 23 28 29 9 13 POLE A 28 14 12 12 9 22 8 1 7 Traffic Signal Legend: SIGNAL HEAD NUMBER PROJECT NOTE NUMBER CONDUIT RUN NUMBER SIGNAL CABINET SIZE 6 TS2-1 & SERVICE PEDESTAL JUNCTION BOX (TYPE S40/ADA) JUNCTION BOX (TYPE S45/ADA) SIGNAL HEAD WITH BACKPLATE EMERGENCY PREEMPT DETECTOR (2 CHANNELS ONLY PER DETECTOR) VIDEO DETECTION CAMERA X X X Sheet Notes: 1. ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 2. REFER TO ACHD STANDARD TRAFFIC DETAILS (TS SERIES) FOR CONSTRUCTION DETAILS AND INSTALLATION REQUIREMENTS. 3. THE LOCATIONS OF SIGNAL POLES, JUNCTION BOXES AND PEDESTRIAN POLES SHALL BE STAKED IN THE FIELD FOR APPROVAL BY ACHD PRIOR TO INSTALLATION. REQUEST ACHD APPROVAL AT LEAST TWO (2) WORKING DAYS PRIOR TO INSTALLATION. 4. CONDUIT LAYOUT SHOWN IS SCHEMATIC. THE CONTRACTOR SHALL MAINTAIN APPROPRIATE CLEARANCE BETWEEN ADJACENT UTILITIES. 5. GROUND THE SIGNAL AND ILLUMINATION SYSTEM IN ACCORDANCE WITH THE CURRENT EDITION OF THE N.E.C. AND THE ACHD TRAFFIC SUPPLEMENTAL PROVISIONS. 6. LOCATIONS OF EXISTING UNDERGROUND STRUCTURES AND UTILITIES SUCH AS PIPELINES, CONDUITS, CABLES, ETC. SHOWN ON THE TRAFFIC SIGNAL PLANS ARE APPROXIMATE ONLY. IT IS NOT THE INTENT OF THESE PLANS SHOWN THE EXACT LOCATION OF ALL UNDERGROUND UTILITIES AND STRUCTURES. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES WITH THE RESPECTIVE OWNERS. EXISTING UTILITIES DAMAGED BY THE CONTRACTOR SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. 7. ALL VIDEO DETECTION ZONES WILL BE SET BY ACHD STAFF. CONTRACTOR SHALL CONTACT ACHD TRAFFIC DEPARTMENT AT LEAST TWO (2) WORKING DAYS PRIOR TO VIDEO DETECTION PROGRAMMING. 8. NEW SIGNAL AND SERVICE CABINETS AND ALL ASSOCIATED EQUIPMENT TO BE SUPPLIED BY ACHD AT CONTRACTOR/DEVELOPER EXPENSE. CONTRACTOR SHALL CONTACT ACHD TRAFFIC DEPARTMENT TO COORDINATE THE SALVAGING, DISPOSAL, AND/OR TRANSFER OF ANY SIGNAL OR INTERCONNECT EQUIPMENT. 9. TOP OF FOUNDATION ELEVATIONS FOR ALL POLES SHALL BE FIELD VERIFIED BY THE CONTRACTOR BASED ON THE CONSTRUCTED FINISHED GROUND ELEVATIONS. 10. CONTRACTOR SHALL COORDINATE WITH IDAHO POWER AND SITE ELECTRICAL PLANS FOR SIGNAL POWER. 11. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING ACHD FIBER OPTIC UTILITIES, COORDINATE ALL CABINET FIBER WORK WITH ACHD. INTERRUPTION TO ACHD FIBER OPTIC NETWORK SHALL ONLY BE PERMITTED AS WEEKEND WORK. DISRUPTION SHALL OCCUR NO EARLIER THAN FRIDAY AT 10PM AND SHALL BE RETURNED TO SERVICE NO LATER THAN MONDAY AT 5AM. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF TWO (2) WEEKS NOTICE PRIOR TO THE START OF ANY WORK THAT MAY IMPACT ACHD's NETWORK FOR REVIEW. DEPENDING ON THE IMPACT TO THE DISTRICT OR PARTNERING AGENCIES, ACHD RESERVES THE RIGHT TO MODIFY THE REQUESTED DATES FOR THE SCHEDULED OUTAGE. CONTACT BRIAN FROBERG AT (208)941-9132 OR BRIAN THIES AT (208)484-3926 TO SCHEDULE WORK. 12. CONTRACTOR SHALL INSTALL #12 THHN GREEN LOCATE WIRE IN ALL EMPTY CONDUITS. POLE A POLE B POLE C POLE E POLE F POLE G POLE H POLE I POLE J 3 Signal Pole B - Area Detail Scale: NTS 1 Signal Pole C - Area Detail Scale: NTS 2 Signal Pole D - Area Detail Scale: NTS 21 3 12 12 POLE B Keynotes: 1. REMOVE AND DISPOSE EXISTING JUNCTION BOXES. 2. REMOVE AND DOSPOSE EXISTING DETECTION LOOP JUNCTION BOX. 3. CONNECT TO EXISTING CONDUIT THIS APPROXIMATE LOCATION. 4. REMOVE AND DISPOSE EXISTING CONDUIT RUN AS ENCOUNTERED DURING CONSTRUCTION. 5. PRESERVE AND PROTECT EXISTING UTILITIES THIS APPROXIMATE AREA. 6. REMOVE AND SALVAGE EXISTING COMBINATION SIGNAL & LUMINAIRE POLE TO ACHD. 7. REMOVE EXISTING SINGLE METER SERVICE PEDESTAL AND SIGNAL CABINET. PRESERVE AND PROTECT EXISTING FOUNDATION. INSTALL NEW DUAL METER SERVICE PEDESTAL AND NEW SIZE 6 SIGNAL CABINET ON EXISTING FOUNDATION. RETAIN AND PROTECT EXISTING FIBER OPTIC AND FIBER OPTIC EQUIPMENT. COORDINATE CABINET WORK WITH ACHD SIGNAL INSPECTOR. 8. REMOVE AND SALVAGE EXISTING SIGNAL CABINET AND SERVICE PEDESTAL TO ACHD, INSTALL NEW EQUIPMENT PER PLAN. 9. PRESERVE AND PROTECT ACHD EXISTING POWER FEED (SHOWN APPROXIMATE). COORDINATE IPCO WORK FOR SERVICE UPGRADE WITH ACHD AND IPCO. 10. INTERCEPT EXISTING STREET LIGHT CONDUIT. LOCATION AND ROUTING SHOWN APPROXIMATE BASED ON ACHD HISTORICAL DRAWINGS. CONTRACTOR SHALL CONFIRM ACTUAL LOCATIONS IN FIELD. FULLY COORDINATE ALL WORK WITH ACHD INSPECTOR. 1 2 4 4 3 3 5 6 16 12 29 30 30 30 30 # 7 07-22-2022 (100% CD) CD SET PPB PPB PPB PPB PPB PPB PPB PPB ON EXTENSION PPB PPB 9 # MAST-ARM MOUNTED SIGN PEDESTRIAN SIGNAL HEAD JUNCTION BOX (TYPE S45/ADA WITH RISER) SPLICE VAULT 10 31 31 31 10 31 10 4 2 4 4 2 PPB PPB PPB PPB ON EXTENSION POLE E POLE G POLE F POLE J POLE I POLE H 0 8 / 0 3 / 2 2 08/03/2022 09/27/22 FPS-2022-0022