The URL can be used to link to this page

Home My WebLink AboutDOCS - 02-00054 - Verizon Wireless Cellular - GeneratorMEMO: TO: FROM: DATE: RE: Chris Huskinson Fire Inspector TO WHOM IT MAY CONCERN CHRIS HUSKINSON, FIRE INSPECTOR August 6, 2002 VERIZON WIRELESS GENERATOR ROOM TO WHOM IT MAY CONCERN: Upon review of the drawings submitted the following items need to be addressed: 1. NONE If there are any questions please feel free to contact me. 4/29/2003 Richard Smith Dick Smith Farms, INC. 637 Millhollow RD. Rexburg, ID 83440 Dear Richard, Val Christensen Building Official c.c. John Millar Chris Huskinson STATE OF IDAHO www.ci.rexburg.id.us P.O. Box 280 12 North Center Street Rexburg, Idaho 83440 Phone (208) 359 -3020 Fax (208) 359 -3022 e -mail rexburg @ci.rexburg.id.us I have reviewed the drawings for and have only one concern. The site plan shows an inadequate 5' setback on the back and side of the property to the utility shed. At this time it will not be a problem as we will consider this lot as part of the larger overall parcel. However, it will be necessary in the future to include the proper setbacks required for side and back yard setbacks if this lot is ever adjacent to another developed lot. If you have any questions, please give me a call at 359 -3020 ext. 324. July 31, 2002 Val Christianson City of Rexburg 12 North Center PO Box 280 Rexburg, ID 83440 Re: Request for Building Permit for addition of generator equipment to existing Verizon Wireless cellular communications site — REXBURG Dear Val Christianson: !f MERICOM' C 0 R P O R A T 1 O N Verizon Wireless respectfully seeks approval of a building permit for purposes of adding a generator for back -up power at an existing cellular communications site. The project is located in the NW 1 /4 of section 33, T. 6 N., R. 40 E., on a parcel owned by Dick Smith Farms Inc. Attached please find two sets of 11 x 17 drawings of the proposed project, signed and wet - stamped for your review. Also attached is a check in the amount of $181.25 for the permit fee, based on construction costs of $10,000. The contractor that will complete the work will answer any specific questions required to obtain the permit. If you should need any further information to complete the submittal or should you have any questions at all, please feel free to contact me at (916) 920 -7900 or at the Sacramento address listed below. Thank you very much for your assistance. Kind Regards, Alycia Moulton Representative for Verizon Wireless Enclosures 4700 Northgate Boulevard - Suite 160, Sacramento, CA 95834 Phone: (916) 920 -7900 Fax: (916) 920 -2343 GENERAL NOTES ADA COMPLIANCE: PCS FACILITY IS NOT STAFFED AND NOT NORMALLY OCCUPIED. LEGAL DESCRIPTION SITE PARCEL NO: SITE NAME: ID6 REXBURG LEGAL DESCRIPTION: NW 1/4 OF SEC. 33, T6N, R40E, B.M., MADISON COUNTY, IDAHO PROJECT SUMMARY INSTALLATION OF VERIZON DIESEL GENERATOR EQUIPMENT IN EXISTING SITE PROJECT INFORMATION SITE ADDRESS: 1/3 MILE NORTH FROM THE INTERSECTION OF 2000 SOUTH AND MILL HALLOW ROAD, WEST SIDE OF ROAD. ZONING CLASSIFICATION: N/A AREA OF CONSTRUCTION (SQ FT): 45 SO. FT. OCCUPANCY CLASSIFICATION: U (UNMANNED TELECOMMUNICATIONS FACILITY) PROJECT DIRECTORY OWNER: DICK SMITH FARMS, INO. & AMERICAN TOWER CORP. 637 MILL HOLLOW RD REXBURG, IDAHO 83440 APPLICANT: VERIZON WIRELESS 5295 S. 300 W. SUITE 175 MURRAY, UT. 84107 AGENT: MERICOM CORPORATION 429 LAWNDALE DR. SALT LAKE CITY, UT. 84115 (801) 486 -0858 FAX CONTACT: JIM ANDERSON (801) 486 -3171 ENGINEER: MERICOM CORPORATION 4700 NORTHGATE BLVD. SUITE 160 SACRAMENTO, CA 95834 CONTACT: MARK NANNEY (916) 679 -0343 DRAWINGS T -1 TITLE SHEET E -1 ENLARGED SITE PLAN E -2 ONE —LINE DIAGRAM E -3 DETAILS APPROVE>s. ' A 't52-2._.- BUI LD!NG'NSPEO TOR SYMBOLS EXISTING CONSTRUCTION TO REMAIN CONCRETE GYPSUM BOARD ;.c PLYWOOD 2Z FINISH WOOD ® WOOD FRAMING VI EssEE GLASS START POINT FOR CONSTRUCTION OR P.O.C. NEW DENOTES CONTRACTOR PROVIDED AND INSTALLED UNLESS NOTED OTHERWISE STONE WALL WOOD BLOCKING ALIGN BME TAPERED INSULATION EXISTING CONSTRUCTION TO BE REMOVED RIGID INSULATION NEW PARTITION (SEE PLAN) INSULATION CONCRETE BLOCK GRAVEL BASE — GAUGE METAL STEEL IME ACOUSTIC CEIUNG PANEL 1 - 1FLUORESCENT LIGHTING 1111 1111 FIXTURE • SUPPLY AIR DIFFUSER • RETURN AIR REGISTER (33 ROOM NUMBER t 1) DOOR NUMBER O KEY NOTE NEW DOOR E ) EXISTING DOOR DETAIL /SECTION NUMBER SHEET NUMBER EARTH DETAIL /SECTION NUMBER SHEET NUMBER ABBREVIATIONS AB ANCHOR BOLT GA GAUGE R RISER AC ASPHALTIC CONCRETE GALV GALVANIZED REQD REQUIRED A/C AIR CONDITIONING GL GLASS RD ROOF DRAIN ACOUS. ACOUSTIC(AL) GR GRADE RM ROOM ADJ ADJUSTABLE GYP GYPSUM RO ROUGH OPENING A.F.F. ABOVE FINISH FLOOR RWD REDWOOD HC HOLLOW CORE HM HOLLOW METAL HORIZ HORIZONTAL S SINK HR HOUR SC SOLID CORE HT HEIGHT SCHED SCHEDULE SECT SECTION ID INSIDE DIMENSION SHLVS SHELVES C COURSES INS INSULATION CAB(S) CABINET(S) TNT NTERIOR SHT SHEET CEM CEMENT SIM SIMILAR CL CHAIN LINK JT JOINT SPECS SPECIFICATIONS CLOS CLOSET SS STAINLESS STEEL CLG CEILING LAM LAMINATED STL STEEL E LAV LAVATORY STOR STORAGE CLG CLEAR COL COLUMN LBS POUNDS STRUCT STRUCTURAL CONC CONCRETE LT UGHT SUSP SUSPENDED CONST CONSTRUCTION MANUF MANUFACTURER CONT CONTINUOUS MAX MAXIMUM TD TISSUE CORR CORRIDOR MECH MECHANICAL DISPENSER MIN MINIMUM THK THICK MISC MISCELLANEOUS TS TUBE STEEL ML METAL LATH PM TYPICAL MO MASONRY OPENING MS MACHINE SCREW UNO UNLESS NOTED MTD MOUNTED OTHERWISE MTL METAL ARCH ARCHITECTURAL BL BUILDING BLKG BLOCKING BOT BOTTOM BSMT BASEMENT DBL DOUBLE DEMO DEMOLITION DF DRINKING FOUNTAIN DIM DIMENSION DN DOWN D.O. DOOR DTL DETAIL DWG DRAWING E EXISTING ELEC ELECTRIC ELEV ELEVATION EQUIP EQUIPMENT EXIST EXISTING EXP EXPANSION EXT EXTERIOR FB FIAT BAR FH FLAT HEAD FIN FINISH(ED) FLR FLOOR FOS FACE OF STUDS FS FINISH SURFACE FT FOOT, FEET FTG FOOTING FIN FINISH WALL VCT VINYL COMPOSITION NIC NOT IN CONTRACT TILE NO NUMBER VERT VERTICAL NTS NOT TO SCALE VG VERTICAL GRAIN OA OVERALL W/ WITH OC ON CENTER WC WATER CLOSET OPNG OPENING WD WOOD OPP OPPOSITE W/H WATER HEATER WATER RESISTANT P P ITION Wi WEIGHT PLAS PLASTER PLASLAM PLASTIC LAMINATE PLYWD PLYWOOD POC POINT OF CONNECTION PROP PROPERTY O AT C CHANNEL fL CENTERUNE • ANGLE veri 5295 S. 300 W. SUITE 175 MURRAY, UT. 84107 APPROVALS *EDMONDS OPLANO HINCKLEY HIBBARD ' SALEM ARK HORNTON ORENZO 'MAN ° LABELLE R nVVireless HART o TETON a NEWDALE UGAR CITY BURG SITE ° JENSEN '8IALKER ° GALE ° ARCHER ,BYRNE SUNNYDELL VICINITY MAP N.T.S. MILFORD WOODS CROSSING PROJECT MANAGER Data PROPERTY MANAGER Data RF ENGINEER Data CONSTRUCTION MANAGER Date NO. DATE REVISION BY CHKO APVLS 07 12 ISSUED FOR VERIZON REVIEW 02 814 JAP MAN 0 A No110538 J , 1 IT- A -ZI@, verTZPO Wireless cti MERICOM C O R P O R A T I O N Utah Market Office 429 Lawndale Drive Salt Lake City, UT 84115 Tel: 801 486.3171 Fax: 801.486.0858 Central West Regional Office 4700 Northgate Blvd., Suite 160 Sacramento, CA 95834 Tel: 916.4703990 Fax: 916.920.2343 SITE INFORMATION ID6 REXBURG NW 1/4 OF SEC. 33, T6N, R40E, B.M., MADISON COUNTY, IDAHO DESIGN TYPE DIESEL GENERATOR SHEET TITLE TITLE SHEET SHEET NUMBER REV. T -1 A DWG NAME: T1 DATE: 07.10.02 50' -0" EXISTING POWER RACK /DISCONNECT EXISTING CHAIN LINK FENCE NOTE: DRAWINGS CREATED FROM FIELD MEASUREMENTS, CONTRACTORS SHOULD VERIFY ALL DISTANCES. L , 1 PROPOSED GENERATOR HVAC GENERATOR ROOM EXISTING VERIZON 12' -0" X 28' -0' EQUIPMENT SHELTER HVAC 50' 0" PROPOSED ATS REMOVE APPLETON PLUG O ENLARGED SITE PLAN SCALE : 1/4" a 1' -0" EXISTING PROPANE 65 - FUEL LINE EXISTING PROPANE TANK 15.9" N0. 0 0 DATE 07 12 02 REVISION ISSUED FOR VERIZON REVIEW Br CHKD JAP SHEET NUMBER E -1 APVIS Verr VVireless MERICOM C O R P O R A T I O N Utah Market Office 429 Lawndale Drive Salt Lake City, UT 84115 Tel: 801.486.3171 Fax: 801.486.0858 Central West Regional Office 4700 Northgate Blvd., Suite 160 Sacramento, CA 95834 Tel: 916.470.7990 Fax: 916.920.2343 SITE INFORMATION 106 REXBURG NW 1/4 OF SEC. 33, TBN, R40E, B.M., MADISON COUNTY, IDAHO DESIGN TYPE DIESEL GENERATOR SHEET TITLE ENLARGED SITE PLAN REV. A DWG NAME: E1 I DATE: 07.10.02 PROPOSED 2 1/2" C, (3) #4, (1) #8 EGC PROPOSED 1/2" C, POWER TO NEW ATS (2) #16, GENERATOR CONTROL CONDUCTORS PROPOSED GENERAC SGO60 GENERATOR PROPOSED 2 -1/2" C, (3) #4/0, (1) #2 EGC PROPOSED 3/4" C, (2) #12, (1) #12 EGC, BATTERY CHARGER AND HEATER CONDUCTORS PROPOSED 200A, 120/240V 1 PH ATS ON EXTERIOR WALL OF BUILDING PROPOSED 2- 1 /2 "C, (3) #4/0 (1) #2 EGC EXISTING 200A, 120/240V, 1PH PANEL BOARD 300 VERZON SHELTER OI -U E DIAGRAM EXISTING 200A, 120/240V 1 PH FUSIBLE DISCONNECT ON THE EXTERIOR WALL OF THE BUILDING o\ ET � SURGE ARRESTER] 1 1 ATS: AUTOMATIC TRANSFER SWITCH REMOVE CONDUCTORS INSTALL 120V, 20A CB FOR GENERATOR BATTERY CHARGER AND HEATER IN AVAILABLE SPACE EGC: EQUIPMENT GROUNDING CONDUCTOR 7 EXISTING 200A 120/240V 1PH METER ON EXTERIOR WALL OF BUILDING l EXISTING BUILDING -L CTRICAL \OT =S: 1. EXTERIOR GROUNDING SYSTEM BY THE ELECTRICAL CONTRACTOR. 2. BENDS FOR GROUND WIRES WILL BE 12" RADIUS OR GREATER 3. DO NOT ROUTE GROUNDING THROUGH EMT CONDUIT 4. GROUND WIRES TO "FLOW" TO MASTER GROUND BAR 5. ALL GROUND WIRES TO BE INSULATED GREEN STRANDED COPPER THHN 6. ALL GROUND WIRES INSTALLED TO MASTER GROUND BAR TO BE TAGGED TO INDICATED ORIGIN AND SAY "DO NOT DISCONNECT" 7. ALL GROUNDING WIRES TO BE CONNECTED TO MASTER GROUND BAR WITH TWO HOLE LUGS 8. USE ANTI CORROSIVE COMPOUND ON ALL CONNECTIONS AND BE CLEANED PRIOR TO CONNECTING 9. NO SPLICING OF GROUND WIRES 10. ALL WIRING PER NEC AND LOCAL CODES 11. MULTIPLE GROUND WIRES NOT ALLOWED ON SAME BOLT UNLESS ON OPPOSITE SIDE OF MASTER GROUND BAR 12. TORQUE PER SAE STANDARD 13. LUGS TO MAKE G000 CONTACT WITH EQUIPMENT, STAR WASHERS ARE PROHIBITED 14. IF HEAT SHRINK LABELS ARE USED POSITION FOR CLEAR VIEWING 15. PROVIDE BONDING CONNECTIONS BETWEEN ALL EXTERIOR METALLIC OBJECTS TO EXTERIOR GROUND RING NO. 0 A 0 0 A DATE 07 12 02 REVISION ISSUED F00 VERQON RMEW BY 88 SHEET NUMBER E -2 CHKD dW APVLS 1WJ Wireless MERICOM C O R P O R A T I O N Utah Market Office 429 Lawndale Drive Salt Lake City, UT 84115 Tel: 801.486.3171 Fax: 801.486.0858 Central West Regional Office 4700 Northgate Blvd., Suite 160 Sacramento, CA 95834 Tel: 916.470.7990 Fax: 916.920.2343 SITE INFORMATION ID6 REXBURG NW 1/4 OF SEC. 33, TUN, R40E, ELM., MADISON COUNTY, IDAHO DESIGN TYPE DIESEL GENERATOR SHEET TITLE ONE -LINE DIAGRAM REV. A DWG NAME: E2 l DATE: 07.10.02 48 APPROX. FIELD VERIFY DURINE OF GENERATOR NO DATE REVISION BY CHKD APVL.S 07 12 D2 ISSUED FOR VERQON REVIEW BM ,lAP WN . ^gp t r - - - 1 1 1 1 1 I L - - -J A 0 Q ,_ - � 1 1 CHAMFER CORNER 1 3/4" TYPICAL I ._ �_� V EMERGENCY W/ LONG 6 _ � I I I 6 -5/0 ANCHOR GENERATOR X 12" BOLTS z m Q O, ��^ \ �Si£ TY ;, v t...t , 0 . -. � blerf Ong E 12 -2 -280 � q 1 [If �� / A C. GON -- . . T.O. FINISHED GRADE CONCRETE PAD W/ +5.12" O.C. EA. WAY. HOOK ALL ENDS D OWN 14" TYPICAL I 1/2" CLR TYP 611 GENERATOR FOUNDATION SECTION WILE MTS. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND STIPULATED IN THE PROJECT SUMMARY. 2. RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 3. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE PCS EQUIPMENT, TOWER AREAS, AND ADJACENT BUILDINGS 4. THE SUB GRADE SHALL 8E COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO THE CRUSHED STONE APPLICATION. 5. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. 6. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND SHALL BE CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF ENGINEERING. 7• THE AREAS OF THE CUSTOMER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE BUILDING, DRIVEWAY OR CRUSHED STONE, SHALL BE GRADED TO A UNIFORM SLOPE, FERTILIZED, SEEDED, AND COVERED WITH MULCH. 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318. 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS UNLESS NOTED OTHERWISE. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES CLASS "g" AND ALL HOOKS SHALL BE STANDARD UNO. 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST EARTH 3 IN. CONCRETE EXPOSED TO EARTH OR WEATHER: #6 AND LARGER 2 IN. #5 AND SMALLER & WWF 1 1/2 IN. CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND: SLAB AND WALL 3/4 IN. BEAMS AND COLUMNS 1 1/2 IN. 5. A 1/2" TRAWLED RADIUS SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE UNO. 6. HOLES TO RECEIVE EXPANSION /WEDGE ANCHORS SHALL BE 1/8" LARGER IN DIAMETER THAN THE ANCHOR BOLT, DOWEL OR ROD AND SHALL CONFORM TO MFR. RECOMMENDATION FOR EMBODIMENT DEPTH OR AS SHOWN ON THE DRAWINGS. AVOID CUTTING EXISTING REBAR WHEN DRILLING HOLES IN THE ELEVATED SLAB. 7. INSTALLATION OF CONCRETE EXPANSION /WEDGE ANCHOR, SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES. 8. FLOAT SURFACE SHALL BE A SMOOTH FINISH. SURFACE SHALL BE FREE OF ALL OBVIOUS DEPRESSIONS. SURFACE SHALL BE LEVEL TO WITHIN ± 1'. SURFACE FLATNESS SHALL BE ± 1/16" PER YARD. \'''''.°. . Wire %ss 9 7" 3' 10" 4'_8" 4 _g = - _ = 1r, - - - ,; 1, GENERATOR 4 8" 1 - 1' -10" ,1 I, 1 M E R I C i M C O R P O R A T I O N 7' g° LEFT SIDE VIEW 3' 6" --I REALM NOTES: 1. DETAILS SHOWN FOR ILLUSTRATIVE PURPOSES ONLY REFER TO MANUFACTURER'S DRAWINGS. WEIGHT: UNIT 1843 LBS. STEEL CABINET 600 LBS. 2. FOR FOUNDATION/ CONCRETE SLAB REFER TO MANUFACTURER'S DRAWINGS. Utah Market Office Central West Regional Office 429 Lawndale Drive 4700 Northgate Blvd., Suite 160 Salt Lake City, UT 84115 Sacramento, CA 95834 Tel: 801.486.3171 Tel: 916.470.7990 Fax: 801.486.0858 Fax: 916.920.2343 500 1 �� L>CI�CRAC 80080/120/240V STANDARD C NOTES SCALE: N.T.S. 1 DIESEL GENERATOR scut: N.Y.S. • SITE INFORMATION ID6 REXBURG NW 1/4 OF SEC. 33, T6N, R40E, B.M., MADISON COUNTY IDAHO DESIGN TYPE DIESEL GENERATOR SHEET TITLE DETAILS SHEET NUMBER REV. E -3 505 505 CONC. AND REINFORCED BAR NOTES SCALE: N.T.S. DWG NAME: E3 I DATE: 07.10.02