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HomeMy WebLinkAboutPLANS - 09-00389 - Fuller Consulting (for AT&T) - CUP for Antenna on top of Multi-Family Bldg.SITE NUMBER: SITE NAME: SITE LOCATION: ABBREVIATIONS ARCHITECTURALSURVEYOR/ ELECTRICAL: CIVIL ENGINEEFVEOTECH ROCKY MTN. POWER LSM NM1eon En�eeN19, I.c BE 156 N f Er Ave. NI A AB ANCHOR eai LBS Li PWNOSEo LIGHT LIGHT AC AA% ASPI(ALTK;CONCRETE AIR CONDITIONING LA LIGHTNING ARRESTOR AOJ ABJUSTFBLE L'NA LOW NOISE AMPLIFIER AFF ARCA ABHH419TUPALHFLOOR ARC HNEC MFR MANUFACTURER APPROX gPPROXIMgTELV MAi MAX MATERNL A.BL ANJ ABOVE GRADE LEVEL ABOVEMEANSEALEVS- MECH MAXMUM MECHANICAL BD BOARD MIN RIJIS C MINIMUM MISCELLANEOUS BLoa BUILDING MO METAL LATH BLNG BLOC "a Mat MASONRYOPENING MACHINE BOT9CTTCM BSMT a8MMENF MTD SCREW ED BTS BABE TRANSCEIVER MR MOUN STATION IN1 IN NEW NEW C COURSE($) NO IN CONTRACT CEM CEMENT NUMBER a CLO CHAINLINK OAS NOT TOVERO CSCALE CLR CEILING CLEAN OL. ONCENTEROPNG COL CONC COLUMN CONCRETE OPP OPENING OPPOSITE CONST CONT CONST RUCTIpN PgRTN PARTITION CONTINUG CORRIDOR PL PLATE GOgR CO CW CONDUR ONLY PLA$ pLyWO PLASTER PLYWOOD DA LINGULAR WIRELESS DOUBLER PCC PGM OF CONNECTION DBI- DOUBLE PROP PROPE RTY DEPT DEPARTMENT PRESSURE TREATED DEMO DEMOLITION R N,1 O0 poO�SIQY RE 00 RIDER R 9R DOUR RD OOFOR0 RM TOGA RMB NO" ROOMSAIN am DRRAAWING ROUGHOPENING (E) EXISTING BC SOLID GORE SCHED EA ELEC EACH SECT SCHEDULE BECTON ELECTRIC ELEVATION SHT SMILER EELEV OP EXP EQUIPMENT SIM BPECB SPECIFICATIONS EXT EXPANSION EXTERIOR SS STAINLESS STEEL FA FIREALAWA SSL STIR S STRICT STEEL STORAGE STRUCTURAL FF FLAT BAR FINISH FLOOR STRI SUSPENDED FH FIN FLAT HUD Saw mo SWITCH SWITCHBOARD FLR FOS FINISHIEO) FLOOR FACE OF THK THICK FINISH SURFACERFACE TI THM TENANT IMPROVEMENT FT FOOT, FEET TORERMOUNTED FTG FW FOOTING FINISH WALL AMPLIFIERTOS TOP OF SURFACE F.C.UT GRADE TS TYP TUBE STEEL FUTUREF FUTURE TYPICAL GA GE UNAO UNLESS NOTED GKV GALVANIZED OTHERWISE OR GLASS GRADE VCT VINYL COMPOSITION GYP GFG GYPSUM INROUND GROUNDFAULTgRCUR VERT TLE VERTICALJL N ERRUP VIP Val VERIFY IN FIELD NND GROUND GRAIN NO ARCORE HLOW MOD WITH HDR HE HEATER WR WW2) ERRE81STARPM He LUM METAL WEIGHT HORIZ HR HORIZONTAL FLOUR XFMR TRANSFORMER HT HV HEIGHT HIGH VOLTAGE W AT INSIDIMENSIONDE DIMENSION L[L CHANNEL INS N9 RATION INT INTERIOR L AENTERt.INE MaL PROPS ERJ JT JOINT at&t ID -202P4328 REXBURG STEINER ELEVATOR T6N, R40E, SEC. 19 PROJECT SUMMARY: PROPERTYOWNER: SITE ADDRESS: Cw00nnlel Gan LLC 184W10t NCJ POBOz335 REXBURG ID 03H0 REXBUNG, ID 83110 CONTACT: Bmn CaMbel PHONE: 2)0_3,55.5531 FAX PROPERTY LESSEE: AT&T MOBILITY 4393 80. RIVERBOAT ROAD, SUITE 400 TAYLORSVILLE, UTAH 84123 CONTgCT: BUD MCDONALD PHONE: (801)3136350 FAX (801) 3136315 CENTER OF PROPOSED TOWER' GROUND EL. 4867.1'(NAVD88) LAT. 43°49'42.75329= (NAD83) LONG, 111°4T18.98884= (NAD83) PROJECT DESCRIPTION: THE PROJECT ENTALB: NEW (2)ANTENNAS PER SECTOR WITH (3) SECTORS (TOTAL OF 6 ANTENNAS) ® 30°,120=& 1"VAIUTH MOUNTED TO AN EXISTING GRAIN ELEVATOR ®A HAD CENTER W 90', NEW 11'-8•XWAT&T EQUIPMENT SHELTER, IBM GALLON PROPANE TANK AND 3SKW GENERATOR INSTALLED INSIDE 14' X 30' AT&T LEASE AREA CONSULTING TEAM: ARCHITECTURALSURVEYOR/ ELECTRICAL: CIVIL ENGINEEFVEOTECH ROCKY MTN. POWER HARPER-LEAV PP ENGINEERING INC. NM1eon En�eeN19, I.c BE 156 N f Er Ave. NI A BOO W. JUDICIAL STREET 10 832)1 LO, ID fla2577 BLACKFOOT, IDAHO 83221 PHONE: DW40910 FAX, (AB)78428T7 FAX:(E: CONTAPHONECT: BRYCEJO0 CONTACT: BRYCE JOLLEY CONTACT: MlI al S. Mekeap. RE STRUCTURAL ENGINEER EQUIPMENT SHELTER MANUFACTURER' NA Nortel Nal wb 4835 H MIB %do Wry 221 LOIJ EMT .GSE, 1003703 Rkl1eM, Tnme CONTACT: CONTACT: Jim 81. PHONE: 208A89.1910 PHONE: 847.7065080 FAX: FAX, Set BUT OCT 2 6 COUNTY: MADISON COUNTY STATE: IDAHO DESIGN TYPE: TENANT IMPROVEMENT SHEET INDEX: GHEETNUBEER CONTACTS: POWER COMPANY: CONSTRUCTION MANAGER ROCKY MTN. POWER BLACK&VEATCH 171)VAat21MNgN 110.522 Vl MLE RD, RJ"aSt3N0 CONTACT: Clete. TT011paon POCATELLO, ID 832M PHILr. 2083594219 CONTACT: ROCKY MATTSON FAX:20B35SHIM PHONE; 203-011320.1 FAX: 208-3174250 TOWER MANUFACTURER, ZONING/PERMRTING: NA FWVerCneJtl09Ne C'7 4835 H MIB %do Wry C6 .GSE, 1003703 ELECTRICAL CONTACT: E-1 PHONE: 208A89.1910 E'2 FAX: E3 TELEPHONE COMPANY: Ed Geaw RF: 1915 NOM SoukYAd RF -1 Mallo FSlls. Kate, 55401 COVTgCT: Hon O'COmer PHONE: 2)8525d28O FAX: 20&92542)9 SHEET INDEX: GHEETNUBEER DESCRIPTION T4 TITLE SHEET VICINITY MAP AND GENERAL INFORMATION CONSTRUCTION: BBdN33ECT01 C-1 SREPAN G2 ENLARGED SITE PIAN AND ENLARGED DIMENSION PLAN C3 SOUTH ELEVATION C4 NORTH ELEVATION CS DETAILS AND GENERAL NOTES CB FENCE, OATEDETMLSANDNOTES C'7 FOUNOATGN KAN AND GENERAL NOTES C6 DUALS ELECTRICAL R FEREREN CE E-1 POWERANOTELCOROUIE E'2 GROUNDING PLAN E3 DETAILS Ed METER DETAIL AND ONE-LNE DIAGRAM RF: RF -1 SPECIFICATIONS VICINITY MAP- Y Y/,SITEJ OD r ,MNG OIRECTIOME P ea]AS NOMMU6-A bxerE RaWu9,leW EZM1 333.TUetM1e IDJ3E Re bEIm1NRe.pm9, Tum gl,I M 10.33 EN/MYn $I. Be 1 mle. TMn Lel at N Tno Abel Go 0,11Nb. Tun Po911t et 1 M NdN Slra t Go 200 fl., 9minx GreF EMveror MH be onyvv LeR SYMBOLS SELTON NAEER NOTE FEFEFENE 2)1 BBdN33ECT01 8FEETNAa3FR P£FEREM£ DUAL NUMBER GOORNMBER 1 p 1 CETAIL FEFEPEM£ SIEETRUADER IErML NUMBER 2).1 DErAILSECTOR SHEET NABER REFERS CE CETpIL NABER OVERHEAD Pom, 2)1 EXIEEIEVpTON —T—T— R FEREREN CE sHE.r NAEER OKEY NOTE FEFEFENE PR]PERry LRE 1O GOORNMBER —X—X— FENCING 1O AFEAnfEYOR.OMNIBBER —OHP—OHP— OVERHEAD Pom, eMECIANICJL UM —T—T— TELCOSERJICE r�A HARPER -LEA VITT ENGINEERING, INC. PRO/BSS)p N.1LW elNq' �/AD µVp,R ZP6Y, hV SIZE TYPE: TENANTIMPROVEMENT SITE INFORMATION: ID -202P4328 REXBURG STEINER ELEVATOR S'TERERGILWAMRSINC. 1& W ta1NOMH REXSURG, I083440 oNAL ENC Qo4� �4P STEREO%c^ 11133 f'A ., 9r$' OF �oP TITLE SHEET VICINITY MAP AND GENERAL INFORMATION T—SHEEi NUMBER: T-1 C' 1 M —PIANS PREPAREOBT: VARPER—LEA VI77' ENM EE'RING, INC FMFZ9ONAL 6 GLW RS qN0 LND SURYSYORS —SRET PE TENANTIMPROVEMENT ID -202P4328 REXBURG STEINER ELEVATOR SMt ER ELWAMRS INC IM W IMNOft NEAEI .IDS3 0 —SHEETME: SITE PLAN —SHEETNWBER: C-1 o°a 5' Telco c`e PayF Easement Gc ^ry�°y 0' Power a Easement b_ b b —PIANS PREPAREOBT: VARPER—LEA VI77' ENM EE'RING, INC FMFZ9ONAL 6 GLW RS qN0 LND SURYSYORS —SRET PE TENANTIMPROVEMENT ID -202P4328 REXBURG STEINER ELEVATOR SMt ER ELWAMRS INC IM W IMNOft NEAEI .IDS3 0 —SHEETME: SITE PLAN —SHEETNWBER: C-1 -. Na rRLFAREDBY. a IIARPER-LEAU ENGINEERING, INC ROF65/OVAL 6NCg86Q4.Lyp LND SLRYLG, S -SRE I VPE: TENANTIMPROVEMENT -SRE INFORMATION: ID -202P4328 REXBURG STEINER ELEVATOR SIEIIERELWAVRS INC. UA W 1e1NORTH REABUR3, IOBSNO �SHEETTnE: EAST ELEVATION —SHEET NUMBER:3 C-3 J —PIANSPREPA%DBY a HARPER-LEAVI77 ENGINEERING, INC. vsayssrronu evcuaeer .wo u,ro susysroxs —S7E T 'E TENANTIMPROVEMENT —SRE INFORMATION: ID -202P4328 REXBURG STEINER ELEVATOR STEIIFAELEVAroP91NC. 1"W LINONIH REYBIIPG, IO83N0 �S�onAL fNC a 11133 1P 9rf of \1P G �RfO c BRPi —SHEETTRLE: DETAILS AND GENERALNOTES —SMEEf NOMBEK C-5 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2003 EDITION OF THE INTERNATIONAL BUILDING CODE (ISC), LOCAL RULES AND STANDARDS OF GOVERNING AGENCIES HAVING JURISDICTION. 2. ER B• TO NJANDBAC B, INTERFERENCES. MIN. cowU KFUL CALL 1-800-227-2600 2 BUSINESS DAYS BEFORE YOU DIG. 3. BEauRer.,Errrs vEB MIN. MENSSPER AND CONSTRUCTION CONDITIONS FEILD VERIFY ALL DIMENSIONS DISCREPANCIES BETWEEN SITE LOCK J1Ri5gLTpX CONDITIONS AND THE CONSTRUCTION DRAWINGS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER WORK DONE W ITHOUT THE ENGINEERS APPROVAL IS THE RESPONSIBILITY OF THE FINISH GRADE CONTRACTOR. I -III - IF -I I CONTRACTOR SHALL NOTIFY CONSTRUCTION MANAGERAND ENGINEER IMMED'ATELY IF ABNORMAL _ SAWCUT AS REQUIRED ry I -III NATIVE BACKFILL 5. SITE CLEARING AND PREPARATION SHALL CONSIST OF GRUBBING AND REMOVING ANY EXISTING UTILITY WARNING TAPE GRASS TREE ROOTS DEBRIS AND ORGANIC TOP SOIL THE EXPOSED SUBGRADE SHALL BE ELECTRICAL CONDUIT - - OR CABLE ALL FILL OR BACKFILL SHALL BE COMPACTED TO 96% OF MAXIMUM DENSITY IN ACCORDANCE WITH - O 3IN. TELCO CONDUIT OR CABLE SEP ION THE REQUIRED DENSITY FROM OTHER CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,DDO PSI AT 2B DAYS SINCE CONCRETE NON -ELECTRICAL UTIUTYTRENCHES UNDISTRUBED EARTH CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301. 8, 4' CLEAN SAND AROUND PERAC1318,CLASS'B' SPLICES. REINFORCEMENT SHALL BE CONTINUOUS BENTAROUND CORNERS, ALL CONDUITS AND CABLES (TYP.) UTILITY TRENCH DETAIL 9. B3 SEPARATION DISTANCE REQUIREMENTS TO PROPERTY LINES, LEASE LINES, AND ADJACENT BUILDINGS N.T.S. PER IDC -2003 AND ANY ZONING SETBACKS OR OTHER REQUIREMENTS, GENERAL NOTES FINISH FLOOR OF SHELTER, SEE CONCRETE SLAB WITH SHELTER MANUFACTURER DRAWINGS 6X6Xi/4W.W.F:MEDIUM NOT USED SCA E: BROOM FINISH WITH 2 TROWELED EDGE SEAL OVER TOP OF EXPANSION JOINT I- NOSING (TYP.) 1/8'/FT SLOPE #4 REBAR, CONTINUOUS UNDISTRUBED EARTH 8• ALLAROUND 1/2'EXPANSION ryP' JOINT MATERIAL SHELTER FOUNDATION, SEE MANUFACTURERS DRAWINGS CONCRETE STOOP SLAB DETAIL S A 4 SHELTERCONCRETE SLAB BY OTHERS CONCRETESTOOP EARTH TYPICAL FOUNDATION DETAIL SCALE: NTS 5 —PIANSPREPA%DBY a HARPER-LEAVI77 ENGINEERING, INC. vsayssrronu evcuaeer .wo u,ro susysroxs —S7E T 'E TENANTIMPROVEMENT —SRE INFORMATION: ID -202P4328 REXBURG STEINER ELEVATOR STEIIFAELEVAroP91NC. 1"W LINONIH REYBIIPG, IO83N0 �S�onAL fNC a 11133 1P 9rf of \1P G �RfO c BRPi —SHEETTRLE: DETAILS AND GENERALNOTES —SMEEf NOMBEK C-5 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2003 EDITION OF THE INTERNATIONAL BUILDING CODE (ISC), LOCAL RULES AND STANDARDS OF GOVERNING AGENCIES HAVING JURISDICTION. 2. PRIOR TO DIGGING VERIFY LOCATION AND DEPTH OF UTILITIES AND ANY OTHER UNDERGROUND INTERFERENCES. CALL 1-800-227-2600 2 BUSINESS DAYS BEFORE YOU DIG. 3. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF SITE CONDITIONS, INSTALLATION STANDARDS AND CONSTRUCTION CONDITIONS FEILD VERIFY ALL DIMENSIONS DISCREPANCIES BETWEEN SITE CONDITIONS AND THE CONSTRUCTION DRAWINGS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER WORK DONE W ITHOUT THE ENGINEERS APPROVAL IS THE RESPONSIBILITY OF THE CONTRACTOR. 4. CONTRACTOR SHALL NOTIFY CONSTRUCTION MANAGERAND ENGINEER IMMED'ATELY IF ABNORMAL SOIL CONDITIONS ARE ENCOUNTERED, INCLUDING CLAY SOILS POOR SOIL COMPACTION, OR WET CONDITIONS. CONTRACTOR SHALL COMPLYWITHALLSITE PREPARATION, FLATWORKAND FOUNDATION RECOMMENDATIONS CONTAINED WITHIN THE GEOTECHNICAL REPORT. 5. SITE CLEARING AND PREPARATION SHALL CONSIST OF GRUBBING AND REMOVING ANY EXISTING GRASS TREE ROOTS DEBRIS AND ORGANIC TOP SOIL THE EXPOSED SUBGRADE SHALL BE PROOF -ROLLED TO DFTECT ANY LOCAL WEAK AREAS WHICH SHAH BE EXCAVATED AND RE COMPACTED VERIFY MAJOR TREE REMOVAL WITH CONSTRUCTION MANAGER 6. ALL FILL OR BACKFILL SHALL BE COMPACTED TO 96% OF MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D1557 AT WITHIN t3% OF OPTIMUM MOISTURE CONTENT. REMOVE ALL DEBRIS FROM THE AREA TO BE BACKFILLED PRIOR TO BACKFILLING. PLACE LOAD BEARING BACKFILL IN LAYERS NOT MORE THAN 81NCHES THICK LOOSE MEASUREMENT. SPREAD AND COMPACTEACH LAYER UNIFORMLYTO THE REQUIRED DENSITY 7. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,DDO PSI AT 2B DAYS SINCE CONCRETE DESIGN IS BASED ON 2500 PSI COMPRESSIVE STRENGTH, NO SPECIALINSPECTION PER UBC 1701 REQUIRED, TOOL ALL EXPOSED EDGES OF CONCRETE WITH ACONCAVE TOOLING DEVICE. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301. 8, REINFORCEMENT SHALL CONFORM TO ASTM A815, GRADE 80 (DEFORMED). FABRICATE REINFORCEMENT PERAC1318,CLASS'B' SPLICES. REINFORCEMENT SHALL BE CONTINUOUS BENTAROUND CORNERS, OR CORNER BARS OF THE SAME S1ZE MAY BE INSTALLED WITH MINIMUM LEG LENGTH THAT CONFORMS TO ACI 318, CLASS 'B' SPLICES. 9. OWNER TO REVIEW EQUIPMENT SHELTER AND ANY OTHER BUILDING(S) FOR COMPLIANCE WITH SEPARATION DISTANCE REQUIREMENTS TO PROPERTY LINES, LEASE LINES, AND ADJACENT BUILDINGS PER IDC -2003 AND ANY ZONING SETBACKS OR OTHER REQUIREMENTS, GENERAL NOTES NOT USED SCA E: 2 —PIANSPREPA%DBY a HARPER-LEAVI77 ENGINEERING, INC. vsayssrronu evcuaeer .wo u,ro susysroxs —S7E T 'E TENANTIMPROVEMENT —SRE INFORMATION: ID -202P4328 REXBURG STEINER ELEVATOR STEIIFAELEVAroP91NC. 1"W LINONIH REYBIIPG, IO83N0 �S�onAL fNC a 11133 1P 9rf of \1P G �RfO c BRPi —SHEETTRLE: DETAILS AND GENERALNOTES —SMEEf NOMBEK C-5 r 0-0 (OR AS REQUIRED) 1 4'0- LENGTH, SEE PLAN OVER FENCELATCH) e (COMMERCIALLATCH) MODEL# DAC10000R EQUAL p z F aw 4 — 4 v i O " N b I� I m 0 K •I �'10"OMIN.' LATCH DETAIL 5'I ' 8'0 MIN. ­r,K 8 '0 MIN. 1'-0-0 MIN. 8'0 MIN.' I �--�'7'-0"0 MIN. X—Y 8'0 MIN. GATE 2 STANDARD FENCE AND GATE DETAIL -I •I SCALE; O TOP RAIL AND BRACE RAIL: 1 5/8"0 PIPE ASTM F1083 Q 18"X 12" YELLOW CAUTION SIGN CORNER1. INSTALL FENCING PER ASTM F-567 , END, OR PULL POST: 2 7/6" NOMINAL O LINE POST: 2 3/8"0 SCHEDULE 40 PIPE PER ASTM-FI083 SCHEDULE 40 PIPE EQUALLY SPACED AT MAX 10'-0" C/C 2. INSTALL SWING GATES PER ASTM F-900 O 1/4" X 3/4" STRETCHER BAR ATTACH TO POST WITH GATE POST: 4"0 SCHEDULE 40 PIPE FOR GATE WIDTHS 3. LOCAL ORDINANCE OF BARBED WIRE AND FENCE SLAT PERMIT STRETCHER BANDS AT MAX 15" C/C 0 UP THROUGH 7'-0" K)R SINGLE SWING GATE OR 14'-0" REQUIREMENTS SHALL BE COMPLIED WITH AS REQUIRED. FENCE CORNER POST BRACE 1 1/4"0 EA. CORNER EA. FOR DOUBLE SWING GATES PER ASTM -F1083 4. POST $GATE PIPE SIZES ARE INDUSTRY STANDARDS. ALL PIPE TO BE 1 WAY GATE FRAME: 1 1/2"0 PIPE PER ASTM -F1063 1/2"0, SCHEDULE 40, ASTM A120 GRADE "A" STEEL, UNLESS NOTED THE BOTTOM OF THE CHAIN LINK FENCE WILL BE ON OTHERWISE FINISHED GRADE GATE POST CONCRETE FOOTING (2000 PSI) 6. ALL STEEL MATERIALS AND HARDWARE TO BE HOT -DIP GALVANIZED © CORNER POST CONCRETE FOOTING (2000 PSI) ® CONCRETE CANE BOLT SHOP, (2000 PSI) DOUBLE SWNG GATES ONLY 6. ALL GATE FRAMES SHALL BE WELDED O SEE Cl FOR SITE SURFACE FINISH. © HOOVER FENCE LATCH (COMMERCIAL LATCH) MODEL# 7. ALL WELDING SHALL BE SEALED WITH 3 COATS OF COLD GALVANIZING O 9 GA STEEL TENSION WIRE 1 1/2" MAX CLEARANCE FROM DAC -0000 OR EQUAL OR EQUAL GRADE 0 GATE FRAME BRACE: 1 1/4"0 8. ALL OPEN POSTS SHALL HAVE END CAPS PROVIDED FABRIC TIES: A SINGLE WRAP OF 11 GA STEEL WIRE AT O POSTS AND RAILS: HOG RUNS AT TENSION WIRE TIES ® BARBED WIRE: TRIPLE STRAND 9 GA TWISTED WIRE WITH 14 GA 4 -PT BARBS AT t5" 0C9. SIGNS SHALL BE MOUNTED WITH STEEL HOG RINGS ON INSIDE OF SPACED MAX 24" INTERVALS FENCE FABRIC 0 LINE POST CONCRETE FOOTINC (2000 PSI) 10. GROUND FENCE POSTS AS REQUIRED PER GROUNDING PLANS 0 3/8"0 DIAGONAL ROD WITH TURNBUCKLE. ,© 9 GA FENCE FABRIC WITH 2" MESH, KNURLED TIP, =DAY�SBEFORE TWISTED BOTTOM, CONFORMING TO ASTM -A392. 12" X 18" EMPLOYEE NOTICE SIGN B O 24" X 18" AT&T SIGN FENCE AND GATE REFERENCE NOTES B 4 GENERAL NOTES 3 —✓t NS PREPARED BY: A I'AE—aLEA sVxIcTTsENGaINEERNGo, NC SRE TYPE: TENANTIMPROVEMENT ME INFORMATON: ID -202P4328 REXBURG STEINER ELEVATOR S1EI"EMWAMMINC. 16{WteINO,QIH MF%MR3.'Do.. SSS u1�v.� fryG ST 11133 \R D OF gaPGG EUME: — =ENCE, GATE DETAILS AND NOTES EUNUMBER C-6