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HomeMy WebLinkAbout APPLICATION & PLANS - Smith, Dick - 1202 Poleline Rd - Cell TowerDate &Application _ April 15, 2003 APPLICATION OR ILD G PERI‘rEIT CITI't l mtrilagG,MA LISMIE N ame DICK SMITH FARMS, INC. Site Mdress 1202 E. POLELINE RD. / REXBURG, ID 83440 Nag Address 637 MILLHOLLOW RD Crtyikaterrip REXBURG ID 83440 Te1qihonegraekkobje 208- 390 -7000 Name JIIVI REHMS / VERIZON WIRELESS Haug Add 939 W. ARWOOD RD. City/State/Zip RATHDRU, ID 83858 Telep$one/FaxiMobila 208 - 687 -9055 / FAX: 208 - 687 -9922 DEPARTMENT APPROVAL Property 2:tsze: LDR Is existing g tsoaaaps a3lewithzertit (screening whirs eto) YES "nen vats this bnitdmg ]rte 0 1 N/A — NEW Atohitect /EuguFtun RONALD THURBER & AS SW IXTEg-- Nastre 1D6 MADISON Subdivision VALLEY VIEW ESTATES SUBDIVISION Lot 12 Bl 11 eg Residenaial=e Educational Government Remodel Other ggsk Nrsravese Addition/Remodel to House Commercial Remodel codeaut Bosom= Nome/ Finished / Unftni.thed Other . No Patio/ Carport/ Awning Lot SgaraceFoatsgs 3000 sq.' Lot Wiest L 60' x W 50' Same Feet 3112 sq.' Gwage Square Feet N/A Number o Stories 1 Heist of B g 9'3" Whatvall strums be used for: Home Rome Business Apartment Commercial 4C Equipment Building For The Unmanned bow many s N/A Radio Telecommunications Facility. thars be au apactarena NO TasstEsO EneteC1 Cwt $ 125, 000.00 Sigma of - lt code hgnature of Inspector nand by_ Are you in &flood p M N Perna No_ Btaldhlg Permit Fees i Cheek/lees ®/.9. 33 Plumbing ?'omit Fee 3iggang Perzait Dees 'Winer & &wet Pees Fro Footage Pee _ TOTAL S BUILDING PERMIT APPLICATION RFXBURG, ID DATE, -o t -d 3. k-o THE UNDERSIONED HEREBY APPLIES FOR A PERiNrr FOR 3 HEWQWL HEREIN INDICATED OH AS SHOWN AND APPROVED INTHE DYING PLANS AND 120�2 ? RD OW" RICHARD SMITH Ma pommy 3440 Pnnwe 208-687-9055 ON WIRELESS nna Rn natd T h u rber &Associates s ru:►� R NEW a Rsaaaa t>wetlsald Thurber Associates A DDITI 5 O RIMIR S3 k04EWAL U P 1E 1rAleMJE D 1 HiCE c oeter U r J ROVT U RE ANOUN Q ONCE ©POMO n CARPORT ❑ .... : x+ea FOUNORION HA rr I NE O AWNING ROWS � v�Lis C7 � c o rPrER 0 OTHER FEE PAID 'ROWING INSPECTOR RLFRM{L a MOO CONCRETff OMER T gAQNxv ean cf4RY U w Atl1_ Q $$. cJ 3 c OQNCr1Eie QPIASEA P' QppAtR 5N. via D 011YWALL CII E Ct ILE Cl METAL 3 RASTER Acoiranc gi ACM WOE STUCCO UTC nOPEN MUM. This permit la issued subject to the regulations oxilRined IR the Bohm Building Cade and Zoning Regulates of Rexburg. anon is hereby agreed That the Work b be done =ahem in the plane and spedficatioe>a will be completed >n aeuenktiee wan ttI@ reguiebane I n Si and applicable thereux Th *sum" of t mom does not waive restriorive covonorge, REMARKS; THE SITE LOCTION IS OWNED BY RICHARD SMITH FARMS AND THE BUILDING TO BE PLACED IS A 12'X26' PRE-FAB EQUIPMENT BUILDING AND IS 0 ALSO, THE 155' SELF- SUPPORT MONO -POLE IS AS WELL OWNED BY VE . DEPARTMENT OP WILDING & EONING — VALUE w1uTF -o.. , coos C#iw r-aoedha Deshirovirs 4cror PRICAmess3rttOvy GOL,nowtOp kpermr WORK ORDER CC# AT# PHONE EFFECTIVE DATE DATE AME SERVICE ADDRESS AILING ADDRESS WNL R PHONE NO. OF PEOPLE )DRESS %PLOVER OR RELATIVE DMMENTS '# - SIGNATURE ORILRIO ROOF WORK PHONE HER? GAS OL DIE CI lit SCIRIC FIREPIAGE INEWCrap wALLG ROWING CI FLOORS R PERPAPTER IN ON ° READ A 0 RENTING DEPOSIT AMOUNT OUT � CHECK LEAK 0 BUYING DATE RAID IN SELLING REFUND DATE OFF ❑ WT1.SWR ONLY f_ OWNER AMT REFUNDED VACANT [j GIB CONT. # _ ❑ BL CONT # AMT APP BILL _TER SIZE _ GR RT# BIN SIZE NO. OF BINS GATiow � UnDDJ PRIME CONTRACTOR: VERIZON WIRELESS • Si TO/47A rTOR AmeEtaw=r.k: a=11:=Ca PRE-FABRICATED BUILDING 16.2=Cgiry: . PRE-FABRICATED BUMMING Rca.fincr 1.f. lotion: PRE-FABRICATED BUILDING D- PRE-FABRICATED BUILDING = ' PRE-FABRICATED BUILDING ' Fincsr crinca-z PRE-FABRICATED BUELDING Purth thc : NONE - NON-MANNED SITE / ceiling .IrcIstizsz, d..ing/gzterior TO BE DETERMINED : AY A LATER DATE ( TBDLD) : ( TBDLD) Eemt,f-agr; PRE-FABRICATED BUILDING- HEAT PUMPS INSTALLED ON THE BUILDING Siectrical PRE-FABRICATED BUILDING SPECIAL CONSTRUCTION (MANUFACTURR OR SUPPLIER) ■•-,■•■;:••-•■•■•-•■■••••••■■•••■•■•••■•■•■■■■•■- tact.29. 2002 2:i4P CiTY OF REXBURG BUILDING INSPECTION SEQUENCE Type of Inspections: For on -site construction, from time to time the building official, upon notification from the permit holder or his agent, snarl make or cause to be made any necessary inspections and shall either approve that portion of the construction as completed or shall notify the permit holder or his agent wherein the same fails to comply with this code. 1. LAYOUT: Lot corners staked, staking in place for building, prior to excavation: 2.. FOOTING: Commonly made after poles or piers are set or trenches or basement areas are excavated. Forms and horizontal reinforcing tied in place, vertical reinforcing cut and on job site or tied in place.. 3.. FOUNDATION INSPECTION: The foundation inspection shall included excavations for thickened slabs intended for the support of bearing walls, partitions, structural supports, or equipment and special requirements for wood foundations. All forms and reinforcing steel, etc., shall be in place. 4_ PLUMBING, MECHANICAL AND ELECTRICAL: Rough inspection: Commonly made prior to covering or concealment, before fixtures are set, and prior to framing inspection. 5,. TRUSS INSPECTION; Inspections of trusses.. 6.. FRAME INSPECTION: Commonly made after the roof, all framing, firestopping, draftstopping and bracing are in place and after the plumbing, mechanical and electrical rough inspections are approved. (Electrical inspection performed through State of Idaho Electrical Bureau) 7.. LATH AND /OR WALLBOARD INSPECTION: Commonly made after all lathing and/or wallboard interior is in place, but before any plaster is applied, or before wallboard joints and fasteners are taped and finished. 8.. FINAL PLUMBING AND HEATING INSPECTION: All systems in place, fixtures set, ready for occupancy 9 SIDEWALK INSPECTIONS: After forms are set, prior to placing concrete, 10.. FINAL INSPECTION: Commonly made after the building is completed and ready for occupancy .. 11, OCCUPANCY PERMIT: Issued when, on final inspection, building is ready to occupy.. 12_ OTHER INSPECTIONS: In addition to the called inspections above, the building department may make or require any other inspections to ascertain compliance with this code and other laws enforced by the building department. INSPECTION CARD The permit holder or his agent shall post the inspection record on the job site in an accessible and conspicuous place to allow the building official to make the required entries. The record shall be maintained by the permit holder until the final inspection has been made and approved.. I have read the above and will comply in my requests for inspections by giving 24 HOUR NOTICE prior for inspections to be made. Electrical: 624 -3767 Building: 359 -3020 ex 326 or 313 Plumbing: 359 e 326 or 3 or • i c Signature: // Date: —.1 03 No.83UU P. 4 TO: CITY OF REXBURG CITY CLERK ATTEN: BLAIR KAY 12 NORTH CENTER STREET REXBURG, ID 83440 PH: 208 - 35.9 -3020 EXT: 313 DATE: APRIL 18, 2003 Re: This letter is in response to your facsimile copy of the above captioned ID6 MADISON Verizon Wireless Site and our telephone conversation on 5- 19 -03. You will herewith please fmd a copy of the facsimile transmission for the Building Permit Valuation Fees, as well as, a check in the amount of One thousand, two hundred, forty seven and twelve cents — ($1,247.12). Please issue a Building Permit Number and fax us a copy as soon as one has been issued. Someone from Verizon Wireless will pick up the original. I would like to take this time to thank you for all of your help and consideration in this matter. Corrie Rehms CTS, LLC (representing Verizon Wireless) CTS A Company Dedicated To Developing & Servicing The Wireless Industry FROM: CORRIE REHMS CTS, LLC — (VERIZON WIRELESS) SITE ACQUISITION & DEVELOPMENT 939 WEST GARWOOD ROAD RATHDRUM, ID 83858 PH: 208 - 687 -9055 FAX: 208 - 687 -9922 E -MAIL: jrehms @bigplanet.com CITY OF REXBURG MAY 7. 02003 PAID CASH $ CHECK $ W 1000 S HIGHWAY 33 WATER TANK W 7TH SOUTH ST SKYVIEW DRIVE MADISON SITE N43'48'02.5 W111'46'40.5" POWER POLE #319 VICINITY MAP POLELINE RD. ( UNMARKED COUNTY DIRT ROAD) 001 ARCHITECT RONALD THURBER & ASSOCIATES 111 S. 6th ST. BOISE, IDAHO 83702 TEL (208)345 -4698 FAX (208) 345 -4699 SITE NAME D6—MADISON UTILITIES POWER COMPANY: UTAH POWER TEL (888) 221 -7070 TELEPHONE: QWEST TEL (800) 244 -1111 TOWER OWNER. VERIZON WIRELESS C/0 SHANE TANNER TEL: (801) 573 -0045 PROPOSED EQUIPMENT BUILDING AND MONOPOLE TOWER IN NEW LEASE AREA CONTACT PERSON — BUILDING PERMIT CELLULAR TECHNICAL SERVICES for VERIZON WIRELESS 205 W. GARWOOD ROAD RATHDRUM, IDAHO 83858 CONTACT: MR. JIM REHMS TEL: (208) 670 -9900 FAX: (208) 687-9922 UTILITY OPERATQR VERIZON WIRELESS 5295 SOUTH 300 WEST SUITE 175 MURRAY, UTAH 84107 CONTACT: SHANE TANNER TEL: (801) 573 -0045 CONSULTING TEAM FOR VERIZON WIRELESS DESCRIPTION OF PROJECT AN UNMANNED RADIO TELECOMMUNICATIONS FACILITY CONSISTING OF A NEW 155' MONOPOLE TOWER W1TH FOUR WHIP —TYPE ANTENNAS, A NEW 12'X28' PREFABRICATED EQUIPMENT BUILDING EQUIPPED WITH A 50 KW GENERATOR, CONCRETE FOUNDATION, AND A 1000 GALLON PROPANE TANK ALL ENCLOSED WITHIN A NEW CHAINLINK SECURITY FENCE. PROJECT LOCATION LEGAL: LOCATED IN THE SW 1/4 SW 1/4 OF SECTION 32, TOWNSHIP 6 NORTH, RANGE 40 EAST OF THE BOISE MERIDIAN, MADISON COUNTY, IDAHO. SITE ADDRESS 1202 E. POLELINE RD. REXBURG, IDAHO 83440 DIRECTIONS TO SITE TURN OFF HIGHWAY 20 TO 1500 S. ST. E. FOR 2 MILES UNTIL REACHING SOUTH HIGH 191 (S. YELLOWSTONE HWY.), SOUTHEAST FOR 0.5 MILES. TURN ON W 2000 S. ST. IN A WEST DIRECTION FOR APPROX. 1.6 MILES PASSING SKYVIEW DR. ON THE LEFT, CONTINUE 0.1 MILES PAST SKYVIEW DR. AND TURN LEFT ON POLELINE RD. POLELINE ROAD IS AN UNMARKED COUNTY DIRT ROAD AND IS MARKED BY POWER POLE #319001. CONTINUE NORTH FOR .2 MILES TO THE SITE. LAT. N43'48'02.5" NAD83 LONG. W111'46'40.5" ELEV. 5159.5' PROPERTY OWNER DICK SMITH FARMS, INC. 637 MILL HOLLOW RD. REXBURG, IDAHO 83440 CONTACT: RICHARD SMITH TEL: (208) 390 -7000 ASSESSOR'S PARCEL NO. 254271 ZONING LDR (LOW DENSITY RESIDENTIAL) JURISDICTION MADISON COUNTY ZONING CONTACT PERSON: KURT HIBBERT TEL: (208) 359 -3020 EXT 323 ADA COMPLIANCE FACILITY IS UNMANNED AND NOT HABITABLE. ACCESSIBILITY NOT APPLICABLE. BUILDING CONSTRUCTION TYP.E TYPE V — N BUILDING USE /OCCUPANCY S -2 (NON— OCCUPIED EQUIPMENT VAULT) SIZE OF BUILDING: 12' X 26' 312 S.F. TYPE OF BUILDING: DUPONT PREVIOUS PERMIT APPROVALS N/A PROJECT SUMMARY SHEET NUMBER: DESCRIPTION: ARCHITECTURAL: T -1 TITLE SHEET, VICINITY MAP & GENERAL INFORMATION C -1 A -1 A -2 SITE SURVEY SITE PLAN BUILDING & TOWER ELEVATIONS, FLOOR PLAN, FOUNDATION PLAN & FENCE DETAIL A -3 EQUIPMENT BUILDING DETAILS SHEET INDEX w MEV Date: Feb. 17, 2003 Scale: As Noted Drawn by WDW Checked by. WDW Dote Issued: Feb. 27, 2003 Date Issued for Building Permit: Date Issued for Construction: Consultants: JOHN AUSTIN URVEYING 10636 CRANBERRY ST BOISE, ID 83713 208 -377 -9808 wtrcless ID6 - MADISON Project Title: VERIZON WIRELESS CELL SITE 1202 E. POLELINE RD. REXBURG, MADISON COUNTY, IDAHO 83440 Sheet Title: TITLE SHEET, VICINITY MAP, AND GENERAL INFORMATION Sheet No. T -1 I L r 1 g 8 31 1 32 ANTENNA SITE LEASE 20.00' sg 8 g ,. 20' ACCESS EASEMENT DETAILS 1 "= 40' ACCESS EASEMENT DESCRIPTION A 20 foot wide easement located in the SW1 /4 SW1 /4 of Section 32, 7.6 N., R.40 E., B.M., Madison County, Idaho described as follows: Commencing at the southwest corner of said Section 32; thence, N.00'00'00 "E., 868.75 feet along the west line of said Section 32 to the POINT OF BEGINNING; thence, N.00•00'00 "E., 34.03 feet along soid west section line to o point In the eost line of Lot 10 Block 11 of the Valley View Estates Subdivision, Division No. 3; thence, N.36'00'00 "E., 77.53 feet olong said east line to an angle point in same; thence, FOUND 1/2" REBAR 0.62' WEST OF LINE 0 0 r :0 0 D O o, § N 8 rn PP o END 1/2" REBAR SEE R.O.S. FOR SBA TOWERS DATED 5/30/01 INST. 289580 N.00'00'00 "E., 300.36 feet along said east line and along the east lines of Lots 11 and 12 of said Block 11 to the southwest corner of on antenna site lease; thence, S.89'57'46 "E., 20.00 feet along the south tine of soid lease; thence. S.00'00'00 "W., 306.85 feat along a line parallel with and 20.00 feet east of the east boundary line of said subdivision; thence, • S.36•00'00 "W., 111.56 feet to the POINT OF BEGINNING, soid easement containing 7,963 feet or or 0.183 ocres, more or less. "`"-- -- z 31 1. 32 SW CORNER SECTION 32 CP &F NO. 268790 0 (45.342 , ,N90'00'00 "E 45.57' 5.00' g 8 OVERLAP OF LOT 12 BLK 11 VALLEY VIEW ESTATES SUBDIVISION DIVISION NO. 3 INTO SW1 /4 59/1/4 SEE ROS INST. 213250 0 BURIED TELE & POWER IN EXISTING UTILITY EASEMENT 0 589'57'46 "E 60.00' PROPOSED 8 12'x 28' SHELTER 20.00' 8 S89_57'46 "E ` -- - • 45.57' 20.00' SEE RECORD OF SURVEY FOR CELLULAR INC. DATED 4/19/1089 INST.230039 CRES1NEw WATER TA w s '- 1.9 MILES TO US HIGHWAY 20 PROPOSED 155 FT MONOPOLE ELEV AT GROUND 5159.5 SITE DETAILS ANTENNA SITE LEASE DESCRIPTION PP (S8947E 10002 ET 10' OFFSET STAKE (TYPICAL) A parcel of land in the SW1 /4 SW1 /4 of Section 32, T.6 N., R.40 E., B.M., Madison County, Idaho described as follows: Commencing at the southwest corner of said Section 32; thence. N.00'00'00 "E., 1265.88 feet along the west line of said Section 32; thence, S.89'57'46 "E., 45.57 feet to the POINT OF BEGINNING; thence, N.00•00 "E., 50.00 feet along the east line of Lot 12 Block 11 of the Valley View Estates Subdivision, Division No. 3 to a 1/2 Inch rebar found in the north line of said SW1 /4 SW1 /4 (per ROS Inst. No. 230039); thence, 5.89'57'46 "E., 60.00 feet along said north line to o 1/2 inch rebar: thence, 5.00'00'00 "W., 50.00 feet to a 1/2 Inch rebar; thence, N.89'57'46 "W., 60.00 feet to the POINT OF BEGINNING. said lease containing 3,000 sguore feet or 0.069 acres, more or less. ERICKSON OUGWAY ROAD NW1/4 SW1 /4 (PER DEED) SW1 /4 5W1/4 0 • (10000) 1ETON CELLULAR LEGEND FOUND BRASS CAP FOUND 1/2 INCH REBAR SET 1/2 INCH REBAR RECORD DATA CERTIFICATE OF SURVEYOR I, JOHN S. AUSTIN, DO HEREBY CERTIFY THAT I AM A REGISTERED PROFESSIONAL LAND SURVEYOR, LICENSED BY THE STATE OF IDAHO; THAT THIS MAP WAS DRAWN USING NOTES TAKEN DURING A SURVEY MADE UNDER MY SUPERVISION AND IS AN ACCURATE REPRESENTATION OF SAID SURVEY; & THAT I HAVE COMPLIED WITH THE REQUIREMENTS OF TITLE 55, CHAPTER 16, CORNER PERPETUATION AND FILING, AND CHAPTER 19, RECORDING OF SURVEYS, OF THE IDAHO STATE CODE. JOHN S. AUSTIN P.L.S. 5081 RECORD O SURVEY VERIZON WIRELESS ID -6 MADISON /DICK SMITH FARMS, INC CELLULAR TELPHONE ANTENNA LEASE SW1 /4 SW1 /4 OF SECTION 32, T.6 N., R.40 E., B.M., MADISON CO. IDAHO 0 10 20 30 40 tJ TOHNAUSTIN SCALE: 1" - 20' DALE: 11/22/2002 URVEYING 10636 CRANBERRY ST BOISE. ID 63713 208 -377 -9806 Date: Feb. 17, 2003 Scale: As Noted Drawn by WDW Checked by. WDW Date Issued: Feb. 27, 2003 Dote Issued for Building Permit: Date Issued for Construction: Consultants: JOHNAUSTIN SURVEYING 10636 CRANBERRY ST BOISE, ID 83713 208 - 377 -9808 wwilip wifeless ID6- MADISON Project Title: VERIZON WIRELESS CELL SITE 1202 E. POLELINE RD. REXBURG, MADISON COUNTY, IDAHO 83440 Sheet Title: SITE SURVEY Sheet No. C -1 GEN =RAL \OT S 1. CALL "DIGLINE" 48 HOURS PRIOR TO ANY CONSTRUCTION (800) 342 -1585 FOR LOCATION OF EXISTING UNDERGROUND UTILITIES. 2. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF 1997 UNIFORM BUILDING CODE AND THE APPLICABLE CODES BEING ENFORCED BY THE LOCAL JURISDICTION. 3. THE EXISTING SITE CONDITIONS FOR PROPERTY LINES, ROADS, UTILITY, AND MISCELLANEOUS HAVE BEEN DRAWN BASED ON INFORMATION FURNISHED BY CELLULAR TECHNICAL SERVICES LLC, 205 W. GARWOOD ROAD, RATHDRUM, IDAHO 83858. TEL (406) 670 -9900 AND JOHN AUSTIN SURVEYING, 10636 CRANBERRY ST., BOISE, IDAHO 83713. DRAWINGS GENERALLY DESCRIBE THE EXISTING SITE CONDITIONS. EXACT SITE CONDITIONS MAY VARY. REPORT ANY DISCREPANCIES TO ARCHITECT IF THEY AFFECT THE WORK. 4. CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL ABOVE GROUND AND BELOW GROUND UTILITIES AND BE RESPONSIBLE FOR ANY DAMAGE TO THESE UTILITIES. 5. CONTRACTOR SHALL ENSURE THAT ACCESS ROADS TO THE SITE MEET ALL FIRE VEHICLE ACCESS REQUIREMENTS. CONTACT LOCAL FIRE MARSHALL TO CONFIRM. REPORT ALL FINDINGS TO ARCHITECT PRIOR TO CONSTRUCTION. 6. MECHANICAL AND ELECTRICAL REQUIREMENTS HAVE NOT BEEN SHOWN ON THIS SET OF DRAWINGS. THESE ARE TO BE PROVIDED BY QUALIFIED DESIGN -BUILD CONTRACTORS UNDER SEPARATE PERMITS IF REQUIRED. EACH SET OF MECHANICAL AND ELECTRICAL DRAWINGS /SPECIFICATIONS SHALL MEET ALL APPLICABLE CODES AND BEAR THE SEAL AND SIGNATURE OF THE REGISTERED IDAHO STATE MECHANICAL AND ELECTRICAL ENGINEER RESPONSIBLE FOR THE DESIGN. CHAIN LINK FENCE -SEE DETAIL A /A -2 (TYP) 12' WIDE ACCESS ROAD -SEE C -1 FOR ACCESS EASEMENT DETAILS PROPOSED 12'X28' EQUIPMENT BUILDING 4'X10 CONC. STOOP -` SEE DETAIL B /A -3 0 O o o 0. z S I T E P L A N SCALE: 1"= 10' -O" S89'57'46 "E 60.00' . . N89'57'465V 12' WIDE GATE ICE BRIDGE fi -- 4" GRAVEL OVER WEED BARRIER 0 0 0 0 0 V/ PROPOSED 100' MONOPOLE TOWER 1000 GALLON PROPANE TANK ON 9'X22'X4" CONCRETE SLAB - VERIFY SIZE PROPERTY /LEASE LINE NORTH W h M co Z o cA 0) 0 • fn lail e t,,, Id 0 Date: Feb. 17, 2003 Scale: As Noted Drawn by. WDW Checked by WDW Dote issued: Feb. 27, 2003 Date Issued for Building Permit: Date Issued for Construction: Consultants: TOHNAU STIN C1 C'v URVEYING 10636 CRANBERRY ST BOISE, ID 83713 208 - 377 -9808 106- MADISON Project Title: VERIZON WIRELESS CELL SITE 1202 E. POLELINE RD. REXBURG, MADISON COUNTY, IDAHO 83440 Sheet Title: SITE PLAN Sheet No. A -1 O / � KEYNOTES NEW 4' -0" x 10' -0" CONCRETE STOOP -SEE DETAIL 8 /A -3 NEW 12' X 28' EQUIPMENT BUILDING COMPLETELY PREFABRICATED BY DUPONT BUILDING, INC.; P.O. 80X 13: CAMERON, LA 70631 TEL (318) 775 -5928 CONTRACTOR SHALL PROVIDE NECESSARY ANCHORING OF BUILDING TO THE POURED IN PLACE FOUNDATION. O SLOPE GRADE AWAY FROM BUILDING FOR DRAINAGE O NEW 155' MONOPOLE TOWER V ICE BRIDGE /WAVE GUIDE: STEEL PROTECTIVE & COAX SUPPORT DEVICE SPANNING BETWEEN TOWER AND BUILDING ABOVE THE COMMUNICATION CABLES AS SPECIFIED BY VERIZON WIRELESS O NEW GRAVEL YARD: 4" COMPACTED GRAVEL OVER GEOTEXTILE WEED BARRIER 0 NEW CONCRETE FOOTING - SEE DETAIL A /A -3 O $ NEW BUILDING ANCHORS: REFER TO DETAIL 1/A -3 O A/C UNIT 10 DISCONNECT SWITCH X 7' -0" HOLLOW METAL DOOR 12 LIGHT FIXTURE 13 VENT HOOD 14 (4) WHIP ANTENNAS 15 GENERATOR 16 NOT USED 17 NOT USED 18 NOT USED CHAIN LINK FENCE - SEE SHEET A -1 AND DETAIL A /A -2 20 LINE OF BUILDING ABOVE 21 7/8" DIA. ANCHOR BOLTS (TYP.) 22 NOT USED 23 GENERATOR EXHAUST PIPE THROUGH WALL GENERAL NOTES 1. CALL "DIGLINE" 48 HOURS PRIOR TO ANY CONSTRUCTION (B00) 342 -1585 FOR LOCATION OF EXISTING UNDERGROUND UTILITIES. 2. ALL WORK SHALL CONFORM 70 THE REQUIREMENTS OF 1997 UNIFORM BUILDING CODE AND THE APPLICABLE CODES BEING ENFORCED BY THE LOCAL JURISDICTION. 3. THE EXISTING SITE CONDITIONS FOR PROPERTY LINES, ROADS, UTILITY, AND MISCELLANEOUS HAVE BEEN DRAWN BASED ON INFORMATION FURNISHED 8Y CELLULAR TECHNICAL SERVICES LLC, 205 W. GARWOOD ROAD, RATHDRUM, IDAHO 83858. TEL (406) 670 -9900. DRAWINGS GENERALLY DESCRIBE THE EXISTING SITE CONDITIONS. EXACT SITE CONDITIONS MAY VARY. REPORT ANY DISCREPANCIES TO ARCHITECT IF THEY AFFECT THE WORK. 4. CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL ABOVE GROUND AND BELOW GROUND UTILITIES AND BE RESPONSIBLE FOR ANY DAMAGE TO THESE UTILITIES. 5. CONTRACTOR SHALL ENSURE THAT ACCESS ROADS TO THE SITE MEET ALL FIRE VEHICLE ACCESS REQUIREMENTS. CONTACT LOCAL FIRE MARSHALL TO CONFIRM. REPORT ALL FINDINGS TO ARCHITECT PRIOR TO CONSTRUCTION. 6. MECHANICAL AND ELECTRICAL REQUIREMENTS HAVE NOT BEEN SHOWN ON THIS SET OF DRAWINGS. THESE ARE TO BE PROVIDED BY QUALIFIED DESIGN -BUILD CONTRACTORS UNDER SEPARATE PERMITS IF REQUIRED. EACH SET OF MECHANICAL AND ELECTRICAL DRAWINGS /SPECIFICATIONS SHALL MEET All APPLICABLE CODES AND BEAR THE SEAL AND SIGNATURE OF THE REGISTERED IDAHO STATE MECHANICAL AND ELECTRICAL ENGINEER RESPONSIBLE FOR THE DESIGN. BUILDING & TOWER ELEVATION SCALE: 1/18 .1 -0 00 155 -0" TOP OF MONOPOLE FOUNDATION PLAN SCALE: 1/4 ".1' -0 0 -0" FINISHED GRADE \� ELEVATION A SCALE: ',/4 \J u ELEVATION C SCALE: 1/4 .1 -0 F L O O R P L A N SCALE: 1/4 ".1' -0" NOR ELEVATION B SCALE: 1/4 ".1' -0" SCALE: 1 /4 -1-0 1—� ELEVATION D 0 - CONC. FOOTING CHAIN LINK FENCE DETAIL - SCALE: 3/4 "a1' -0" SUPPORT BRACKET ANGLED OUT AT 45' i `- -- 3 STRANDS BARBED WIRE 1 1/2" MINIMUM TOP RAIL 2 1/2" MIN. LINE POST OR 3" MIN. CORNER & GATE POST (PIPES SHALL BE A.S.A. SCHEDULE 40) 10' -0" 0.C. MAX. — 9 GAUGE (MIN.) CHAIN LINK FABRIC �-- -- BOTTOM TENSION WIRE 8" 0 LINE POSTS 12" 0 CORNER POSTS & GATE POSTS NOTE: ALL STEEL SHALL BE GALVANIZED O ODA Q- Dote: Feb. 17, 2003 Seole: As Noted Drown by. WOW Checked by WOW Dote Issued: Feb. 27, 2003 Dote Issued for Building Permit: Date Issued for Construction: Consultants: JOHNAUSTIN S URVEYING 10636 CRANBERRY ST BOISE, ID 83713 208 -377 -9808 iniireefirt wireless 1D6- MADISON Project Title: VERIZON WIRELESS CELL SITE 1202 E. POLELINE RD. REXBURG, MADISON COUNTY, IDAHO 83440 Sheet Title: BUILDING & TOWER ELEVATIONS, FLOOR PLAN, FOUNDATION PLAN, FENCE DETAIL Sheet No. A -2 O 0 KEYNOTES NEW 4' -0" x 10' -0" CONCRETE STOOP -SEE DETAIL 8 /A -3 NEW 12' X 28' EQUIPMENT BUILDING COMPLETELY PREFABRICATED BY DUPONT BUILDING, INC.; P.O. 80X 13: CAMERON, LA 70631 TEL (318) 775 -5928 CONTRACTOR SHALL PROVIDE NECESSARY ANCHORING OF BUILDING TO THE POURED IN PLACE FOUNDATION. O SLOPE GRADE AWAY FROM BUILDING FOR DRAINAGE O NEW 155' MONOPOLE TOWER V ICE BRIDGE /WAVE GUIDE: STEEL PROTECTIVE & COAX SUPPORT DEVICE SPANNING BETWEEN TOWER AND BUILDING ABOVE THE COMMUNICATION CABLES AS SPECIFIED BY VERIZON WIRELESS O NEW GRAVEL YARD: 4" COMPACTED GRAVEL OVER GEOTEXTILE WEED BARRIER 0 NEW CONCRETE FOOTING - SEE DETAIL A /A -3 O $ NEW BUILDING ANCHORS: REFER TO DETAIL 1/A -3 O A/C UNIT 10 DISCONNECT SWITCH X 7' -0" HOLLOW METAL DOOR 12 LIGHT FIXTURE 13 VENT HOOD 14 (4) WHIP ANTENNAS 15 GENERATOR 16 NOT USED 17 NOT USED 18 NOT USED CHAIN LINK FENCE - SEE SHEET A -1 AND DETAIL A /A -2 20 LINE OF BUILDING ABOVE 21 7/8" DIA. ANCHOR BOLTS (TYP.) 22 NOT USED 23 GENERATOR EXHAUST PIPE THROUGH WALL GENERAL NOTES 1. CALL "DIGLINE" 48 HOURS PRIOR TO ANY CONSTRUCTION (B00) 342 -1585 FOR LOCATION OF EXISTING UNDERGROUND UTILITIES. 2. ALL WORK SHALL CONFORM 70 THE REQUIREMENTS OF 1997 UNIFORM BUILDING CODE AND THE APPLICABLE CODES BEING ENFORCED BY THE LOCAL JURISDICTION. 3. THE EXISTING SITE CONDITIONS FOR PROPERTY LINES, ROADS, UTILITY, AND MISCELLANEOUS HAVE BEEN DRAWN BASED ON INFORMATION FURNISHED 8Y CELLULAR TECHNICAL SERVICES LLC, 205 W. GARWOOD ROAD, RATHDRUM, IDAHO 83858. TEL (406) 670 -9900. DRAWINGS GENERALLY DESCRIBE THE EXISTING SITE CONDITIONS. EXACT SITE CONDITIONS MAY VARY. REPORT ANY DISCREPANCIES TO ARCHITECT IF THEY AFFECT THE WORK. 4. CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL ABOVE GROUND AND BELOW GROUND UTILITIES AND BE RESPONSIBLE FOR ANY DAMAGE TO THESE UTILITIES. 5. CONTRACTOR SHALL ENSURE THAT ACCESS ROADS TO THE SITE MEET ALL FIRE VEHICLE ACCESS REQUIREMENTS. CONTACT LOCAL FIRE MARSHALL TO CONFIRM. REPORT ALL FINDINGS TO ARCHITECT PRIOR TO CONSTRUCTION. 6. MECHANICAL AND ELECTRICAL REQUIREMENTS HAVE NOT BEEN SHOWN ON THIS SET OF DRAWINGS. THESE ARE TO BE PROVIDED BY QUALIFIED DESIGN -BUILD CONTRACTORS UNDER SEPARATE PERMITS IF REQUIRED. EACH SET OF MECHANICAL AND ELECTRICAL DRAWINGS /SPECIFICATIONS SHALL MEET All APPLICABLE CODES AND BEAR THE SEAL AND SIGNATURE OF THE REGISTERED IDAHO STATE MECHANICAL AND ELECTRICAL ENGINEER RESPONSIBLE FOR THE DESIGN. BUILDING & TOWER ELEVATION SCALE: 1/18 .1 -0 00 155 -0" TOP OF MONOPOLE FOUNDATION PLAN SCALE: 1/4 ".1' -0 0 -0" FINISHED GRADE \� ELEVATION A SCALE: ',/4 \J u ELEVATION C SCALE: 1/4 .1 -0 F L O O R P L A N SCALE: 1/4 ".1' -0" NOR ELEVATION B SCALE: 1/4 ".1' -0" SCALE: 1 /4 -1-0 1—� ELEVATION D 0 - CONC. FOOTING CHAIN LINK FENCE DETAIL - SCALE: 3/4 "a1' -0" SUPPORT BRACKET ANGLED OUT AT 45' i `- -- 3 STRANDS BARBED WIRE 1 1/2" MINIMUM TOP RAIL 2 1/2" MIN. LINE POST OR 3" MIN. CORNER & GATE POST (PIPES SHALL BE A.S.A. SCHEDULE 40) 10' -0" 0.C. MAX. — 9 GAUGE (MIN.) CHAIN LINK FABRIC �-- -- BOTTOM TENSION WIRE 8" 0 LINE POSTS 12" 0 CORNER POSTS & GATE POSTS NOTE: ALL STEEL SHALL BE GALVANIZED O ODA Q- Dote: Feb. 17, 2003 Seole: As Noted Drown by. WOW Checked by WOW Dote Issued: Feb. 27, 2003 Dote Issued for Building Permit: Date Issued for Construction: Consultants: JOHNAUSTIN S URVEYING 10636 CRANBERRY ST BOISE, ID 83713 208 -377 -9808 iniireefirt wireless 1D6- MADISON Project Title: VERIZON WIRELESS CELL SITE 1202 E. POLELINE RD. REXBURG, MADISON COUNTY, IDAHO 83440 Sheet Title: BUILDING & TOWER ELEVATIONS, FLOOR PLAN, FOUNDATION PLAN, FENCE DETAIL Sheet No. A -2 i TS 2 X 2 X 1/8 CONT. • S6X END 12.5 S6 X12.5 MAIN BEAMS BUILDING BEAMS #4 0 9" 0.0. HORIZ. EACH SIDE (3) #5 TOP AND BOTTOM LSI vaY TS 2X2X1/8 EDGE OF CONCRETE FOUNDATION FINISH GRADE 4" GRAVEL OVER GEOTEXTILE WEED BARRIE:R FOOTING DETAIL SCALE: 3/4 " =1' -0" 3/8 "THICK STEEL PLATE W/ 15/16" DIA. HOLE 3/8" THICK SHIM ANCHOR PLATE DETAIL SCALE: 3 " =1' -0" 3/16 3" COVER ON ALL (SIDES (TYPICAL) #4 UPPER GROUND 20' -0" MINIMUM IN RIGHT FOOTING ONLY 3/16 1 -2 1 3 16 FINISH GRADE L 2X2X1/4 0 16" 0.C. Tar /-- LINE OF BUILDING 1/4" 0 X 3 -1/4" F.H.S.S. BOLTS — © 16" 0.0. i -2 TYP. 3/16 1 S6 X 12.5 BEAM — 2X4 STUDS 0 _ 16" 0.C. (TYP) — -- 111 - 111-111 -1 I I—E I LI 11 —I I— I 1 .-111- 111 —I I 1 =111E 111=1 _ 1 11E1 I IEVITE I — 111 -111 =1 = 171 1 1 - 1 11 =1 11E 111- -1 11 =111 1111 - 1 . —I 11= 111- 111 =1 1 CONCRETE STOOP DETAIL SCALE: 1 1/2' =1' 0" 16" 0.C. iii .� v�i�w ii,►✓i�iim►i� i�iii�rii ilagf I/I/wiw�w ( `. FLOOR TO S SCALE: 1 1/2"=1' - 0" <ID DETAIL 16" 0.C. (TYP) 2X4 FLAT L 2X2X1/4" _CHOPPED FIBERGLASS COATING #5 0 18" 0.C. EA. WAY __ CONCRETE SLAB - BROOM FINISH — EASE EDGES 4" COMPACTED GRAVEL OVER GEOTEXTILE WEED BARRIER • VINYL COMPOSITION TILE #5 TOP & BOT -CONT. (2) LAYERS 3/4" B -C PLYWOOD W/ 8d X 2 3/8" RING SHANK NAILS 0 6" 0.C. 3/4" B -C PLYWOOD WITH — 8d X 1 7/8" RING SHANK NAILS 0 6" 0.C. NORTH F- R A SCALE: 1/4"= 0" 28' -0" S 6 X 12.5 BEAMS FOR BUILDING PCK POINTS V I N C P L A r 2 BLOCKING 0 48" 0.C. 0 0 L 2 X 2 X 1/4 0 16" O.C. 0 NOM - 2X4 STUDS 0 16" 0.C. 1/4" HARDWOOD PANELING —f - (FLAME SPREAD <500 (ASTM E84) BATT INSULATION (R -11) 1/8" CHOPPED FIBERGLASS ON 3/4" B -C PLYWOOD 1/8" VINYL COMP. TILE 2 LAYERS 3/4" 8 -C PLYWOOD 2X4 (FLAT) 0 16" 0.0. S6 X 12.5 (TYP)- 2X10 ROOF JOIST 0 16" O.0 (CUT FOR SLOPE) 3/8" B - PLYWOOD WITH 8d NAILS 0 16" 0.C. • MIL :1 0 R - -19 BATT INSULATION SIM. SIMPSON H3 ANCHOR - 2X BLOCKING 3/8" A -C PLYWOOD ---- WITH 8d NAILS 0 16" 0.C. 'r Date: Feb. 17, 2003 Scale: As Noted Drown by. WDW Checked by WDW Date Issued: Feb. 27, 2003 Date Issued for Building Permit: Date Issued for Construction: Consultants: JOHN AUSTIN e1 URVEYING 10636 CRANBERRY ST BOISE, ID 83713 208- 377 -9808 w(releas 106- MADISON SCALE: 1 " =1' -0" ANCHOR BOLT DETAIL S 6X12.5 BEAM ANCHOR PLATE - SEE DETAIL. C /A -3 --- 7/8" DIA. ANCHOR BOLT It5 3 3/8" PLYWOOD - P SCALE: 1 1/2"-V-0" D TO STUD DETAIL 8d X 2 3/8" NAILS 0 16" 0 .C. 1/4" 0 S.S. BOLTS 0 16" 0.C. 2" S0• TUBING ANCHOR PLATE SEE DETAIL C/A--3 7/8" 0 ANCHOR BOLT -SEE DETAIL E /A -3 11' 11 =11 3 "CLEAR 'I.. 11- 11 =11 I t n -.Ii -n =114-:4114i ` 11 =11 = -. n -n =:11: La.L`�J�J�: L1J #4 0 11" 0.C. ('U' SHAPE) #4 0 9" 0.0. EACH SIDE (3) #5 TOP & BOTTOM BUILDING SECTION SCALE: 1/2"= V-0" FIN. FLR, 2X2X1/4 0 16" 0.C. 2' -6" WIDE CONCRETE FOOTING /WALL FOUNDED A MINIMUM OF 2' -6" BELOW THE LONGEST ADJACENT FINAL GRADE Project Title: VERIZON WIRELESS CELL SITE 1202 E. POLELINE RD. REXBURG, MADISON COUNTY, IDAHO 83440 Street Title: EQUIPMENT BUILDING DETAILS Sheet No. A -3