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Home My WebLink AboutC8.00 ACHD Roadway -Signal 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 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 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 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 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 T T T T SS SS SS 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 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 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 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 E E E E E E E E R/W R/W R/W 76.43' R/W R/W R/W S W WV WV SAN IV IV IRR T C IV IV IV E IV E E E IV IRR WV IV CO RD T T T T E E T E E WV W W W W W S S T UGP UGP UGP UGP UGP UGP 8''W SS SS SS 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 SAN 12''SD12''SD 12''SD 12''SD 12''SD 18''SD 18''SD 18''SD SD 18''SD 18''SD18''SD 18''SD MW R/W R/W 133+00 134+00 135+00 R3-5R 30"x36" R3-5R 30"x36" 2700 E OVERLAND RD SNS 2600 2600 E OVERLAND RD SNS 2700 WELLS AVE SNS WELLS AVE SNS R3-5R 30"x36" S S 16001500 15001600 EXISTING POLE B COMBINATION SIGNAL & LUMINAIRE POLE STA: 132+71.91, OFF: 49.37'R EXISTING POLE HEIGHT: 35-FT INSTALL SIGNAL MAST ARM: 45-FT EXISTING LUMINAIRE MAST ARM: 15-FT EXISTING POLE A COMBINATION SIGNAL & LUMINAIRE POLE STA: 133+68.25, OFF: 48.41'R EXISTING POLE HEIGHT: 35-FT INSTALL SIGNAL MAST ARM: 50-FT EXISTING LUMINAIRE MAST ARM: 15-FT RELOCATE POLE D COMBINATION SIGNAL & LUMINAIRE POLE STA: 133+50.86, OFF: 62.67'L EXISTING POLE HEIGHT: 35-FT INSTALL SIGNAL MAST ARM: 35-FT EXISTING LUMINAIRE MAST ARM: 15-FT TOP FOUNDATION EL: 2650.30 EXISTING POLE C COMBINATION SIGNAL & LUMINAIRE POLE STA: 132+71.34, OFF: 47.93'L EXISTING POLE HEIGHT: 35-FT INSTALL SIGNAL MAST ARM: 50-FT EXISTING LUMINAIRE MAST ARM: 15-FT REMOVE AND SALVAGE EXISTING POLE D COMBINATION SIGNAL & LUMINAIRE POLE STA: 133+73.21±, OFF: 53.19'L± POLE HEIGHT: 35-FT LUMINAIRE MAST ARM: 15-FT INSTALL POLE E PEDESTRIAN SIGNAL POLE STA: 133+61.54, OFF: 55.04'L POLE HEIGHT: 12-FT TOP FOUNDATION EL: 2650.54 INSTALL POLE F PEDESTRIAN PUSH BUTTON POLE STA: 133+74.62, OFF: 43.31'R POLE HEIGHT: 4-FT TOP FOUNDATION EL: 2651.19 INSTALL POLE G PEDESTRIAN PUSH BUTTON POLE STA: 133+62.59, OFF: 43.20'R POLE HEIGHT: 4-FT TOP FOUNDATION EL: 2651.14 INSTALL POLE I PEDESTRIAN PUSH BUTTON POLE STA: 132+62.83, OFF: 42.72'R POLE HEIGHT: 4-FT TOP FOUNDATION EL: 2650.81 INSTALL POLE H PEDESTRIAN PUSH BUTTON POLE STA: 132+76.61, OFF: 42.85'R POLE HEIGHT: 4-FT TOP FOUNDATION EL: 2651.08 INSTALL POLE J PEDESTRIAN SIGNAL POLE STA: 132+77.40, OFF: 58.81'L POLE HEIGHT: 12-FT TOP FOUNDATION EL: 2650.32 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 C8.00 ACHD Roadway - Signal Plan Traffic Signal Legend: SIGNAL HEAD NUMBER PROJECT NOTE NUMBER CONDUIT RUN NUMBER SIGNAL CABINET SIZE 6 TS2-1 WITH UPS CABINET AND BATTERY BACKUP SYSTEM & SERVICE PEDESTAL JUNCTION BOX (TYPE S40/ADA) JUNCTION BOX (TYPE S45/ADA) SIGNAL HEAD WITH BACKPLATE EMERGENCY PREEMPT DETECTOR (2 CHANNELS ONLY PER DETECTOR) SINGLE POINT DETECTION CAMERA MAST-ARM MOUNTED SIGN PEDESTRIAN SIGNAL HEAD JUNCTION BOX (TYPE S45/ADA WITH RISER) SPLICE VAULT X X X Signal Head Schedule: FY A R 12" 12" 12" G A R 12" 12" 12" G 12" Quadrant Diagram: 1. QUADRANT LOCATIONS AS SPECIFIED ON LUMINAIRE, SIGNAL POLE, PED BUTTON POLE OR SIGNS ARE ESTABLISHED BASED ON THIS DIAGRAM. QUADRANTS RELATE TO PLAN ORIENTATION. QUAD 4 QUAD 3 QUAD 2 QUAD 1 11 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 CONTACT MERIDIAN CITY FIRE DEPARTMENT (208)888-1234 FOR PREEMPTION EQUIPMENT. Phase Diagram: Ø1 Ø2 Ø3 31 51 71 21 22 41 42 Ø4 Ø5 Ø6 Ø7 Ø8 61 62 81 82 Horizontal Scale: 0 10' 20' 1" = 10' ACHD Roadway-Signal Plan 22 52 31 81 83 12 61 62 63 71 43 41 21 24 23 63 5 16" PEDESTRIAN COUNTDOWN 21P 22P 41P 42P 61P 62P 81P 82P 81P 82P 21P 22P 61P 62P 41P 42P 12 52 51 11 PRESERVE AND PROTECT EXISTING OVERHEAD UTILITIES PRESERVE AND PROTECT EXISTING OVERHEAD UTILITIES PRESERVE AND PROTECT EXISTING OVERHEAD UTILITIES 07-22-2022 (100% CD) CD SET PPB PPB PPB PPB PPB PPB PPB 42 43 23 24 82 83 PPB ON EXTENSION A A 0 8 / 0 3 / 2 2 08/03/2022 09/27/22 FPS-2022-0022