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HomeMy WebLinkAboutZ-3789-K Map 3GENERAL NOTES 1. FOR TH � IE FOLLOWING DEFINITIONS SHALL APPLY: IY/ l/J ACTOR (CONSTRUCTION) II SERVICES. 2. PRIOR 1 UBCONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIAR CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN CREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTIC 3 ALL MAT IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, :TOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY —_— ATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORI'1T KtGARDING THE PERFORMANCE OF THE WORK. 4. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. 5. DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED TO SHOW OUTLINE ONLY. 6. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 7. 'KITTING LIST' SUPPLIED WITH THE BID PACKAGE IDENTIFIES ITEMS THAT WILL BE SUPPLIED BY CONTRACTOR. ITEMS NOT INCLUDED IN THE BILL OF MATERIALS AND KITTING LIST SHALL BE SUPPLIED - BY THE SUBCONTRACTOR. 8. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 9. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY THE CONTRACTOR. 10. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT AND GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWING. SUBCONTRACTOR SHALL UTILIZE EXISTING TRAYS AND/OR SHALL ADD NEW TRAYS AS NECESSARY. SUBCONTRACTOR SHALL CONFIRM THE ACTUAL ROUTING WITH THE CONTRACTOR. 11. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. 12. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. 13. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. 14. ALL CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE (ACI) 301. 15. ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHALL HAVE 3000 PSI STRENGTH AT 28 DAYS. ALL CONCRETING WORK SHALL BE DONE IN ACCORDANCE WITH ACI 318 CODE REQUIREMENTS. 16. ALL STRUCTURAL STEEL WORK SHALL BE DONE IN ACCORDANCE WITH RISC SPECIFICATIONS. 17. CONSTRUCTION SHALL COMPLY WITH SPECIFICATION 24623-033-3APS—AOOZ-00002, GENERAL CONSTRUCTION SERVICES FOR CONSTRUCTION OF AWS 3G SITES' 18. SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS MUST BE VERIFIED. SUBCONTRACTOR SHALL NOTIFY THE CONTRACTOR OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. 19. THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION. ANY CONSTRUCTION WORK BY SUBCONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION. ANY WORK ON EXISTING EQUIPMENT MUST BE COORDINATED WITH CONTRACTOR. ALSO, WORK SHOULD BE SCHEDULED FOR AN APPROPRIATE MAINTENANCE WINDOW USUALLY IN LOW TRAFFIC PERIODS AFTER MIDNIGHT. 20. SINCE THE CELL SITE IS ACTIVE. ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN WORKING AROUND HIGH LEVELS OF ELECTROMAGNETIC RADIATION. EQUIPMENT SHOULD BE SHUTDOWN PRIOR TO PERFORMING ANY WORK THAT COULD EXPOSE THE WORKERS TO DANGER. PERSONAL RF EXPOSURE MONITORS ARE ADVISED TO BE WORN TO ALERT OF ANY DANGEROUS EXPOSURE LEVELS. A}�g� A1?AfrINIIS T r'IP. HELY By Planning & Deveiopment Staff Subject to aneit"sons ..d on VJCF Permit. By: Date: ANY DEVIATION FROM APPROVEP neZ-C 01 AAI NMIDR THIS PERMIT — :> GEM INC. 2500 WILCREST, SUITE 100 HOUSTON, TEXAS 77042-2752 PHONE: (713) 339-1550 FAX: (713) 339-9993 PROJECT INFORMATION SCOPE OF WORK: UNMANNED TELECOMMUNICATIONS FACILITY MODIFICATIONS SITE ADDRESS: 701 NAPA VALLEY DRIVE LITTLE ROCK, AR 72211 LATITUDE: N 34' 45' 37.57' LONGITUDE: W 92' 24' 34.23" JURISDICTION: CITY OF LITTLE ROCK CURRENT USE: TELECOMMUNICATIONS FACILITY PROPOSED USE: TELECOMMUNICATIONS FACILITY TYPE STRUCTURE: MONOPOLE ANTENNA CENTER LINE: 150' DRAWING INDEX LIT -021-01 TITLE SHEET LIT -021-02 SITE SURVEY LIT -021-03 SITE PLAN LIT -021-04 ENLARGED SITE PLAN LIT -021-05 AC POWER (240/120 VAC), T1 CABLE, AND GROUNDING INTERFACE LIT -021-06 EQUIPMENT ELEVATION & GENERAL DETAILS LIT -021-07 GROUNDING PLAN Sc DETAILS LIT -021 —08 ANTENNA CONFIGURATION LIT -021-09 POWER & GROUNDING DETAILS LIT -021-10 EQUIPMENT PAD AND DETAILS LIT -021-11 WOOD FENCE & BOLLARD DETAILS LIT -021-12 RF & ELECTRICAL NOTES LIT -021-13 ELECTRICAL & STRUCTURAL NOTES VICINITY MAP w yl , --c no- — # •s Poll DIRECTIONS REV 1 0 1 1 0 0 1 0 0 0 1 0 0 it z FROM THE ADAMS FIELD AIRPORT: TAKE 1-440 WEST TO 1-30, TAKE 1-30 NORTH TO 1-630. TAKE 1-630 WEST PAST 1-430. TURN RIGHT (NORTH) ON SHACKLEFORD ROAD. TURN LEFT (WEST) ON MARKHAM STREET. TURN RIGHT (NORTH) ON BOWMAN ROAD. PROCEED ON BOWMAN ROAD UNTIL IT TURNS INTO NAPA VALLEY DRIVE. SITE IS ON THE RIGHT HAND SIDE. SITE NUMBER: LIT -021 SITE NAME: AGAPE CHURCH 701 NAPA VALLEY DRIVE LITTLE ROCK, AR 72211 AT&T AT&T WIRELESS SERVICES, INC. 900 SOUTH SHAcKLEFORO, SITE 600 LITTLE ROCK. AR 72211 1/s3/O3 FENCE REVISED 1/07/03 ISSUED POR COSWRLCTION V20/03 ISSUED FOR REVIEW OTE REVISIONS AS SHOWN DESK,7IED.. LAS AT&T GSM OVERLAY PROJECT AT&T WIRELESS SITE NUMBER: LIT -021 SITE NAME: AGAPE CHURCH APPLICABLE BUILDING CODES AND STANDARDS SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE DESIGN. BUILDING CODE: [UNIFORM BUILDING CODE (UBC). LATEST EDITION AS AMENDED BY THE AHJ.] ELECTRICAL CODE: [NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70 — LATEST EDITION OF THE NATIONAL ELECTRICAL CODE, AS AMENDED BY THE AHJ.] LIGHTNING PROTECTION CODE: [NFPA 780 — LATEST EDITION. LIGHTNING PROTECTION CODE AS AMENDED BY THE AHJ.] SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS: AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, ASD, NINTH EDITION TELECOMMUNICATIONS INDUSTRY ASSOCIATION/ELECTRONIC INDUSTRIES ASSOCIATION (TUI/EIA) 222—F, STRUCTURAL STANDARD FOR STRUCTURAL ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH RESISTIVITY, GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEM IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC EQUIPMENT IEEE C62.41, RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER CIRCUITS (FOR LOCATION CATEGORY 'C3' AND 'HIGH SYSTEM EXPOSURE') TEA 607 COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS TELCORDIA GR -63 NETWORK EQUIPMENT—BUILDING SYSTEM (NEBS): PHYSICAL PROTECTION TELCORDIA GR -347 CENTRAL OFFICE POWER WIRING TELCOROIA GR -1275 GENERAL INSTALLATION REQUIREMENTS TELCOROIA GR -1503 COAXIAL CABLE CONNECTIONS FOR ANY CONFUCTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SRALL GOVERN. 7 -. - �A STATEIm OA- A r c�= GEMEnp� ' AS S Ns� F R G S E N 0 L M GAPE CHURCH 1F TITLE SHEET NOKIA OUTDOOR EQUIPMENT 71 L 3 �Lc '~��iij/����•�3 642239 LIT -021-01 R 13 W _ Ser7� e I E �I NI m I � LPv+ciec+ L7" I ^ — Section Line LOCATION MAP SCALE I" = 2000' GATE REVISIONS 0 g W h M EVDa0 , 25t'56' WNW OA rA BASW 0rc —VFZNA tOM Gni.w £lwlion- Jess' Anxx rAwwrt+- Soo r fort. AMrnee Ciwfip,- rsle• cry w r,..r tlr.waw- rsrr l+w,%er- rrp+• >i.•vnr- rrv.s• i Carver 5w/4, Mr/4, Ar/, Section A I7K NrJw vi SITE SURVEY OF A PROPOSED 18' X 18 LEASE SITE IN A PART OF THE W/2 OF THE SW/4 OF SECTION 33, _ T2N-R13W, PULASKI COUNTY, ARKANSAS V x � ■ ,< PROPERTY DESCRIPTION TURTLE GREEK SUBGru+SIUN , � .v PARENT TRACT DESCRIPTION a PACE 353 Lot 1, Agape Country Subdivision, located in W 1/2 SW 1 4 Section PEAT BOOK A. o ' Rock, Pulaski, Arkansas. � � J3, Township 2 North, Range 13 weal, in the City of Littl : s _,nt roar 9N -MT _ _ ' PROPOSED SITE LYING IN A PART OF THE . W/2 OF THE S11t/4 OF SECTION A M-R13W a PLMAW COUNTY, AWMSAS PROPOSEO LEASE SITE DESCRIPTION � ItYe ww,.�y,r A lease site lying in and bring a part or a Lot I, AGAPE COUNTRY SUSOVISIOH to the City of Lillie Rock Arkansas as IN ed e I I r Gy 04061M - Bi +he +b+ovor trvpnrx:ry Axn � Plot a 13 a Pogo 748, situated rk the 17'eeS Ndf (W/2) Of the Southwest Ouar ler [SW/4] Of Section J3, Township 2 North, e �� �c o,e Range 13 West. Pulaski County, Akansas. and being more part;culorly described as rolawa No. ursrr ,t/ar P'sxnye Eaerweel Por Ppf "Rol Boo+ A Pow 74e Commencing at a 3/8' iron red found for the Southwest corner of said Lot 1; Tierce H 38'56'57' w on the westerly fine of said Lal 1, a 61211VAce benq 147,38 feel; 77nence H SI�p3'03' E v cdistance of 8,9+ feel to a 1/2- Iran rod set for the South ornu, sad corner bag the point of Beginning; Thence H 46'37'39' w a distance of I&00 feet to a 1/2' bon rad sat for t West corner; Thence N t to 021' E o N (lance a! a Cas feet to a The iron rod rel for the North caner; Thence S 46'3Y39' $ a dislonee of 18.p0 fee[ to a mag nail eel Far the East corner; Thence S 4372'21' w d distonere of 18,00 Ieet to the Point ' ■ 3 al Hegnn;nq, conlainfng 324.00 square feel or 0,007 acres. more a lass. I � AGAPE COUNTRY CHURCH O $ I t 1.90 Acre frac' ,^ LOT ONE, AGAPE COUNTRY SUBOMS/ON , B IIIA p11 l •� AK+Aar �r Yrs t l l ` '�^� �ry-w. c«We I IrIN11R. CLA,SStr1CArKM • •557'RAdT NNVfpgriA7y tvN7�YC 17rLTSrf]L".I ROA' RZ Sd1114aCS: !b' TRW. m' MAR e' Srae Vl1ySDIU7Try11 emm.— K4Y{rYrfLC GFS Ivrr1NC vNrlr87! \ \ Cross \ \ ETw5TR TS' (Law ✓cm , P. D 8, I ea a Site IM I R. Set y �- _ � li l fffl Pb�rr,i beer eb..whrr — Alir a t l +R Fd l} til LEASE SITE DETAIL g aaDa aE� l l SCALE: 1-=10' l � 4 i S fes\ "' Cation ,a•,�ti s,�. f ,. jFnc. P xy 00. . \, ♦ems \ d� ele.� 1.07�y N 51'03'03' E — 8.94' Trees Not to •`f ., \ be Moved 6 •. Ifo �i SW Cor. Lot T A. .GEM INC. 2500 WILCREST, SUITE 100 � HOUSTON, TEXAS 77042-2752 PHONE: (713) 339-1550 FAX: (713) 339-9993 4 � Cross i1 C� o� Y � d Asphalt Pavement ire C + J er floc. `� ltT �pParf �f♦ ear cA rano: E/er, .586.56' SITE NUMBER: LIT -021 SITE NAME: AGAPE CHURCH 701 NAPA VALLEY DRIVE LITTLE ROCK, AR 72211 `; �t Proposed lj r Loose Sife \ LA N.c 1 yrd GENERAL PROPER71£S, lA{w, Wk Plel�� F,asr I FW f7ol�� ,or ACCESS NOTE: A.LA:L has common access to the proposed loose site on the subject property via Napa Volley Road, a publ6 roadway, UTILITY NOTE: A.T.&T. has common usage of the existing utilities on the subject property. 1 hereby certify that this survey of the tease site conforms with the current Arkansas Society of Professional Surveyors Standards and Specificot;ons for a Category 3, Condition II (Suburban) Survey. Jerry M. Lavender, AR R.P.L•S• #90 NOTES CONCERNING SURVEY: 1: The surveyor was not Provided with a title report. No additional research or abstracting was done by the surveyor. 2: Bearings shown hereon are based an the Arkansas Slate Plane Coordinate System, South Ione, NA083 Datum, 3: The elevations shown hereon ore based on the NAVD88 Datum, 4: The lali[yde and tongilude shown hereon are basad on the NA083 Datum and meet or exceed the minimum requirements This f elicit was ostpblishad handrfiried del"mined y GpSl or „on 2/24ull 15 /03. orizantd and plus a minus 3 lest verlieof- 5: The tau" site shown on this survey DOES NOT lie w;thn the 100 year plan and is raealeQ within the Flood Iona '1l' per the Federal Emergency Management A encs FEMA& os shown on lha Flood Fn eurance Role Mdp [FIRM], Community Panty Number 050181 D043 P. which bears on elfeclge dale of tklabar I4. 2001. ,load Zane determnatiWM is made through ity Pgraphic platting only Ond nal other respvnsb;l;ly is herein assumed for accuracy v1 the base flood Nevetfan or Naod zone areas shown on the FIR4, 6: This survey does not provide any determination concerning wetland; fault lines, toxic waste or any other environmental issues, Such matters should be directed to an expert consultant. 7: There may be additional buried or underground utilities ;n the area which the surveyor is unaware of and no liability for such is assumed hefein, 8: Latitude A Longitude and Elevation verified by 7.5 minute series U.S.G.S Ouadrongle Mop: (PINNACLE MOUNTAIN, AR.) 9: THIS IS NOT A BOUNDARY SURVEY. P e •�,r7a C�7 row ffw* Per OW Unless Noted, AN Data Is Expressed In IiR NAVD88 +17" xA:SW Ci1r. UA.d. frpkw a %mo cwft ) I LOCATION SCRIP TION I,ATIn.— LONGITUDE ELEVATION TOWER NA083 AV8$B 7,561' 92'24'34.254 5M.56, p GRAPHIC SCALE i w ,k � ( IN MW ) I Inch - 60 [L � AT&T C INC. AT&T Wsnm��s ASorLESro 600 I.E GATE REVISIONS ut AOC1r. M 7?2�t C('y r: AS s[+OWrr DES>C,NED, JLH L TE SURVEY WAS REPRODUCED FROM AN EXISTING Y PERFORMED BY H&S SURVEYING, INC. GEM, INC. NO RESPONSIBILITY FOR THE CONTENTS OF THIS AND ITS LEGAL DESCRIPTIONS. SEE ORIGINAL AND SEALED SURVEY FOR MORE INFORMATION. Site Address: 701 Napa Volley Drive, Little Rock, AR 72211 DRAWN: JLS HAS SUNTY0, mc. Iyln and Telecommunication Com ERVINC THE CENTRAL U.S. 201 N. BICIarm. zL RBIs. OIL 730M Fm (ods) an -o249 - rAc Ova) an -elm Bearings Based on A,S.P,C. Established: 2/24/03 Datum: Hor;: NAD83 Arkansas South Zone Vert: Geoid 96 I AGAPE CHURCH I SITE SURVEY NOKIA • OUTDOOR EQUIPMENT 6 -2 sureee OMawQ MAH,KA e=v 642239 ItT_n7t_n� n EQUIPMENT LEGEND;' ( FIRE EXTINGUISHER a FIRE SUPRESSION/HALON a3 FIRE SUPRESSION/FM 200 EMERGENCY LIGHTS FIRST AID KIT 6�EMERGENCY EYE AND SKIN WASH STATION O7 BATTERIES/GEL CELL ® BATTERY DISCONNECT o z 9 24VDC POWER BOARD NOKIA ULTRASITE BTS 10 48VDC POWER BOARD 3 w OUTDOOR CABINET 11 DC TO DC CONVERTER (N) H-FRAME 05 0 12 INVERTER 1 (N) AT&T WIRELESS 13 INVERTER 2 18'-[1x18'-Or LEASE AREA NOTES: 14 COMMERCIAL AC METER (N) f DIA. CONDUIT FOR E 1. NOKIA SHALL SUPPLY do 15 ELECTRICAL SERVICE ENTRANCE PANEL POWER & Z DUL CONDUIT n IO INSTALL THE ANCHORS AND ,a FOR TELCO (BURIED) C RELATED HARDWARE FOR THE 16 COMMERCIAL AC SERVICE DISCONNECT .a s (N) BOSS SPED 0 BTS (ULTRASITE) CABINET. 17 AC TRANSFORMER 1� AT 3'-T O.C. 8 TOTAL 0P-) a 11 2. COMPLETELY-ASSEMBLED 18 COMMERCIAL AC LOAD CENTER ,y UNIT WEIGHS 844.8 LBS. 19 AC MAIN BREAKER PANEL 1 �� (E) TDMA EQUIPMENT AC SURGE SUPRESSOR 2 N) 8' GATE i TO BE RELOCATED TRANSFER SWITCH/MANUAL (E) EQUIPMENT TRAILER TRANSFER SWITCH/AUTOMATIC (N) PRNACY 1 ti <v \ TO BE REMOVED PORTABLE GENERATOR RECEPTACLE WOOD FENCE 11 Y o \\ (2) 3-1/C #500 KCIAIL THHN AND 1-1/C#1/0 AWG THHN GREEN i \\ SCHO. 40 PVC CONDUIT (BURIED/ SAFETY d STANDBY GENERATOR o GND, 3- t (N) 1' DUB CONR y AC LEG BOOSTER (S) FOR POWER & f a \\ TAPE PLACED 12: BELOW GRADE, OVER NEW E @ EXTERNAL SECURITY LIGHTING DLA_ CONDUIT TELCO (BURIED) , �(E) BUILDING \\CWS To EXISTING TRAN�RM�" a IEJa TOWER OBSTRUCTION LIGHTING CONTROL BOX \ (E) WAVEGUIOE (N) f CONDUIT W/PULL �, BRIDGE TO BE ` (E) BUILDING GFCI OUTLET STRING (BURIED) W/ SAFETY gyp, REMOVED(E) SELF-SUPPORT NOKIA ULTRASITE BTS o HVAC UNIT TAPE OVER NEW CONDUIT 2 THERMOSTAT/HVAC CONTROLS BETWEEN TELCO PEDESTAL k TOWER OUTDOOR CABINET AND NEW TELCO BOX SCALE: NTS 03 x� 3T HUMIDIFIER DE HUMIDIFIER (ROOM) (E) TELCO PEDESTAL Bevy i g DE HUMIDIFIER (COAX/WAVEGUIDE) �s` + �� CONSTRUCTION NOTES SUMP PUMP CABLE ENTRANCE PANEL (CEILING) •Q, x x 1. FIELD VERIFICATION: (E) MONOPOLE r _ 'r ANDCANTENNAST 0 BERFIELD EPLACED. SCOPE OF WORK, AT&T ANTENNA PLATFORM LOCATION QUATER WAVE STUB (QWS) TELCO BOARD: (E) TREES TO (E) GATE TO BE k _ / 2. COORDINATION OF WORK: 2 ® TELCO GROUND BAR: BEKEPT. DE REMOVED (E) FENCE I SUBCONTRACTOR SHOULD COORDINATE RF WORK AND PROCEDURES WITH CONTRACTOR. 4�MASTER GROUND BAR (MGB): NOT (N) WAVEGUIDE BRIDGE. 2 x - / 3. CABLE LADDER RACK: POWER PLANT RETURN BAR: INSTALL PER DETAIL 06 .y' (E) TRANSFORMER SUBCONTRACTOR SHALL FURNISH AND INSTALL CABLE LADDER RACK, CABLE TRAY, AND ? dl NIU (S) CONDUIT AS REQUIRED TO SUPPORT CABLES TO THE NEW BTS LOCATION. M 4 CSU (S) 4. SUBCONTRACTOR SHALL INSTALL NEW H-FRAME W/METER, TRANSFER SWITCH, POWER PANEL (SEE SHEET 0 do TELCO BOX. 6 FOR SCHEMATIC DETAIL) a 4 PHONE (POTS) 0 44 5. SUBCONTRACTOR TO REMOVE AND DISPOSE OF ANY ELECTRICAL MATERIAL AS NECESSARY. 66 BLOCK z 4 DSX PANEL d6 MDF LEGEND o 4 ALARM DEMARCATION 4 NEW NOKIA BTS EQUIPMENT 0 4 FUTURE NOKIA BTS EQUIPMENT EXISTING EQUIPMENT�� PROPOSED CABLE TRAY o NEW NUSS EQUIPMENT SITE PLAN 1 PROPOSED EQUIPMENT yyU OR$ AND RACEWAY TO O51 ARGUS RECTIFIER SCALE: 1/8"=1'-0- r--, G DR INSTALLED BY 03 FUTURE EQUIPMENT ,1�} \�.�,� R SUPPLEMENTAL GROUND BAR U L �•-9G� EXISTING TDMA POWER CABINET (RELOCATED) ATE ;- '' W 4 EXISTING LUCENT TDMA RADIO CABINET (RELOCATED) 5 + Q �%; GW En . Co., Inc. EXISTING LUCENT TDMA EXPANSION CABINET (RELOCATED) A R A N A a x 6 NEW 60 AMP MLO, 240/120 VAC, 10, 3W SUB-PANEL * 1► y► r• rF MARCONI POWER TRANSFER CABINET FRED URE NOKIA CABINETS ` RO ar.O 80X S ONgL j1� ER • - AGAPE CHURCH Z � GEM INC. SITE NUMBER: LIT-021 11 AT&T 1 3/03/03 FEHa REVISED us JT/CL SW > i SITE PLAN ' 2500 WILCREST, SUITE 100 SITE NAME: AGAPE CHURCH o 3ia7�os iswEo FOR DOSHTRLKTxIR uLs rt/a SW '+�NOKIA OUTDOOR EQUIPMENT �— HOUSTON, TEXAS 77042-2752 " x/20/03 ISSUED FOR REVIEW YLc JT/a Sw `ri a PHONE: (713) 339-1550 701 NAPA VALLEY DRIVE AT&T WIRELESS SERVICES, INC. DATE RE`nsrons ar aKo N'a D 2� CE" JO6 "11"x" °"""i0 " %ot LITTLE ROCK, AR 72211 900 SOUTH SHAMEFORD, SLM WO -5-1V -0� FAX: (713) 339-9993 UTF E R=. AR ni11 scxIt; AS SHOWN DEsiGREo us DaLWH: �Lc 642239 LIT-021-03 1 SCALE IS BASED ON 22"x34' SIZE Z a J ��f2DLA- N) 8' Gr (N) 1CONDUIT FOR AND r DIA. CONDUIT FOR TELCO (BURIED) (N) 16'X12'-0' EQUIPMENT PADS (N) H—FRAME 06 (N) 1' DIA. CONDUIT FOR POWER AND r DIA. CONDUIT FOR TELCO (BURIED) - / 5 6 7 101D 1❑(H) GDRAIL C9] e: � t s. 14 �O• .l. 16 �S+ (N) NOKIA GSM EQUIPMENT ?s. `p. (E) TELCO (N) r CONDUIT W/PULL PEDESTAL STRING (BURIED) W/ SAFETY TAPE OVER NEW CONDUIT BETWEEN TELCO PEDESTAL AND NEW TELCO BOX 0 a a s 0 a GEM INC. 2500 WILCREST, SUITE 100 r HOUSTON, TEXAS 77042-2752 PHONE: (713) 339-1550 4 FAX: (713) 339-9993 �k (E) TREES TO BE KEPT, DO NOT REMOVE SITE NUMBER: LIT -021 SITE NAME: AGAPE CHURCH 701 NAPA VALLEY DRIVE LITTLE ROCK, AR 72211 FFA (N) BOLLARDS SPACED i i AT 3'-(' O.C. 8 TOTAL 11 � i =PR � n (N) UNDERGROUND CONDUIT STUB -UP 1Q (EYP.) << >> (N) GROUNDING SLEEVE (TYP,) GROUNDING 4 EVE (M•) 10 •�� ti 6 �~ (E) GATE TO k \\ BE REMOVED k (E) TDMA EQUIPMENT TO BE RELOCATED } TO THIS LOCATION +4 (E) FENCE + (N) ANTENNAS �+ TO REPLgCE (E) ANTENNAS ENLARGED, ITE PLAN 104 -2%LWAT&T AT&T WIRELESS SERVICES, INC. 900 SOUM SK p VORO, SUrrE 600 UrTLE ROCK, AA fix„ (N) AT&T WIRELESS 18'--orx18'-Gr LEASE AREA N -q_:— _ \ \ (E) TDMA EQUIPMENT \ TO BE RELOCATED \ EQUIPMENT RAILER TO BE REMOVED \ (2) 3-1/C {500 KCMIL THHN AND 1-1/C Z \ — #1/0 AWG THHN GREEN INSULATED GND, r q \ SCHD. 40 PVC CONDUIT (BURIED) W/ SAFETY o \ TAPE PLACED Ir BELOW GRADE, OVER NEW W \ CONDUIT TO EXISTING TRANSFORMER. c� \ O \ (E) BOLLARDS (TYP,) \ \ \ \ (E) BUILDING \\ I(M(N]] WAVEGUIDE BRI ALL PER DETNL 2 I I (E) WAVEGUIDE BRIDGE TO BE REMOVED I a (E) MONOPOLE N 1� V+/w ISSUED FOR COSNMW 2O�A3 ISSUED• FOR REVIEW ,TE REVISIONS AS SHOWN DESIGNED: LAS I $110,giATE --oje,0 aroR a A R '� N As RE P F41 D ESR AL irm SW Iva SY No. rsw 7r1CfXTp Aar 0 w .PON�f� ■V J AGAPE CHURCH ENLARGED SITE PLAN NOKIA OUTDOOR EQUIPMENT 642239 1 LIT -021-04 SAIF I¢ RdCCn nm c-ir LOCKOUT TAG OUT IS REQUIRED ENTR�ANNCEE IN THE OFF POSITION j LEGEND P� LINE EXIST. EQUIP. MAIN PROPOSED EQUIP. FUTURE EQUIP. p O - - GROUNDING - CONDUCTORS AND RACEWAY TO BE FURNISHED do INSTALLED BY SUBCONTRACTOR NEW 240/120 VAC, 400A 10, 3w POWER DISCONNECT SWITCH 3-1/C 1500 KCMIL THHN AND 1-1/C /1/0 AWG THHN GREEN INSULATED GND 3" C NOTES: 1. ROUTE /2 AWG SUPPLEMENTAL EQUIPMENT GROUND CONDUCTOR FROM GROUND RING TO REACH TOP OF NOKIA CABINET. CUT, COIL, AND TAPE TEN -FOOT PIGTAIL AND SUPPLY A 2 HOLE (5/16' DIA) COMPRESSION LUG FOR CONNECTION BY NOKIA. SEE DETAIL 569D. FOR ADDITIONAL INFORMATION. WHERE APPLICABLE, ROUTE EXISTING /2 SOLID GROUND TO BACK CORNER OF PROPOSED BTS LOCATION FOR CONNECTION (CADWELD) WITH NEW /2 AWG GREEN INSULATED GROUND WIRE. FINISHED GRADE OR PAVING, MATCH SLOPE AND THICKNESS OF EXISTING UNDISTURBED SOIL ­, > d a GEN. RECPT, GEN I LINE uelN ue,u NEW 240/120 VAC,10, 3W POWER TRANSFER CABINET (FOR USE ON TDMA UPON RELOCATON) 2. ROUTE BRANCH CIRCUIT TO REACH TOP OF NOKIA CABINET. SUPPORT ON CONCRETE PAD OR STEEL STRUCTURE W/UNISTRUT EVERY 4'. TRANSITION RACEWAY FROM RCS TO LIQUID -TIGHT FLEX METAL CONDUIT (LFMC) AT END OF EXISTING TDMA EQUIPMENT. CUT, COIL, TAPE AND COVER WITH PLASTIC BAG A 14 -FOOT PIGTAIL (WITH 10 FEET OF LFMC AND STRAIGHT LFMC CONNECTOR W/TWIST NUTS) FROM END OF CONDUIT FOR CONNECTION BY NOKIA. SEE DETAIL 567. FOR ADDITIONAL INFORMATION. INSTALL ADDITIONAL PULLSTRING IN CONDUIT FOR FUTURE CABLE. INSTALL #6 INSULATED GREEN STRAP ON ALL JOINTS OF RIGID CONDUIT AND TERMINATE ON BRASS COMPRESSION COLLAR MOUNT. 3. FURNISH AND INSTALL Tl TRANSPORT CABLE W/GROUND PIGTAIL AT BTS CABINET ONLY. T1 TVSS INSTALLED BY OTHERS PER DETAILS 1019. GROUND T1 TVSS TO MGB OR GROUNDED EQUIPMENT FRAME. TRENCH CAUTIONARY TAPE d 0V -O" MIN. BELOW GRADE COMPACTEO BACKFILL W/ SATISFACTORY NATIVE OR IMPORTED SOIL COMPACTED SAND (SEE NOTE 1, THIS DTL) COMPACTED SAND BED (SEE NOTE 1, THIS DTL) v CONDUITS FOR TELEPHONE, 6. FURNISH AND INSTALL ONE 15A, 2 -POLE BREAKER WITH CONDUIT 3" MIN AMERICAN WIRE GAUGE A -TENNA-il (T) O -`o SLHARI GECTRI�WHERE PLICABLE 6" (MIN) 1 LEAN CONCRETE w/ RED TINTED TOP MAY i EG BE USED IN PLACE OF COMPACTED SAND. 3/4- C (3 TYP) (TYP) S/G EG # CONDUIT SIZE, TYPE, QUANTITY AND SEPARATION DIMENSION TO s BE VERIFIED WITH LOCAL UTILITY COMPANY REQUIREMENTS 0 - DIRECT BURIED CONDUIT 2 J NTS O5 a S/N AlGEM INC. 2500 WILCREST, SUITE 100 HOUSTON, TEXAS 77042-2752 _ PHONE: (713) 339-1550 FAX: (713) 339-9993 4. INSTALL CONDUIT BETWEEN BTS AND NIU PANEL FOR TI CABLE 6. FURNISH AND INSTALL ONE 15A, 2 -POLE BREAKER WITH CONDUIT 2-1/C j8 AWG THHN AND AMERICAN WIRE GAUGE ROUTE CONDUIT TO REACH TOP OF NOKIA CABINET, SUPPORT ON AND WIRING FOR EACH BTS CABINET THAT HAS THE OPTIONAL 1-1/C J10 AWG THHN 2 CONTRACTOR CONCRETE PAD OR STEEL STRUCTURE W/UNISTRUT EVERY 4'. 'HETA HEATER. ROUTE CONDUIT TO REACH TOP OF NOKIA CABINET, GREEN INSULATED GND: 2-1/C /12 AWG THHN AND EG SUPPORT AS REQUIRED, TRANSITION FROM PVC/IMC TO LFMC WITHIN 3/4- C (3 TYP) 1-1/C 112 AWG THHN S/G EG 6 FEET OF CABINET TOP AND INSTALL STRAIGHT LFMC CONNECTOR FOR (NOTE 2) GREEN INSULATED GND: LFMC AND STRAIGHT LFMC CONNECTOR FROM END OF CONDUIT AND TERMINATION BY NOKUL MATCH NEW 3/4- C S/N HAMMER EG (NOTE 6) CENaUNE 7. ROUTE EACH BRANCH CIRCUIT THROUGH JUNCTION BOX DIRECTLY TO THE NUSS UNIT WITHOUT ANY SPLICING INSIDE JUNCTION BOX. EGR EXTERNAL GROUND RING MAIN MAIN HAMMER PANELBOARO 3/4, C GEN SYMBOLS 3/4" & 1- C., (NOTE 4) RECPT. TO SUIT X18, 110 & /12 AWG STRANDED TO SUIT SUBCONTRACTOR CONDUCTORS CONDUCTOR COPPER BUILDING WIRE TtCABLE: 2" C 40A (NOTE 5) NOKIA NOKIA (NOTE 3 do 4) NOXLA �O-IL1 TO SUIT ULTRASITE ULTRASITESUPREME TELCO 1L2 SUPPORT CABINET CABINET PANEL MS AGA TO SUIT CABINET (GSM) (UMTS) TI TELCO TVSS T 1 CABLE 8 CONNECTORS _ _ - - (NUSS) (NUSS) NIU j:_ 2- C WITH 2 - (FUT.) TELCO TO SUITTO TO 3/4- REDUCER SUIT SUBCONTRACTOR 40A�2L 0-31 I --�- I 1 TNEI o`3L2 � TELCO 15A(NOTE 6) J -BOX CABLE �D✓40 (HEMA 3R) SEE NOTE (NOTE 3) a -AL2 NEW /6 /6 AWG STRANDED AWG SOLID /2 AWG STRANDED COPPER THHN COPPER (OR THWN OUTDOORS) NEW 240/120 VAC,10, 3W TO GND RING GREEN INSULATED GREEN INSULATED POWER TRANSFER CABINET (NOTE 1) 6-I/ C 118 AWG THHN AND 1-1/C /10 AWG (FOR GSM) THHN GREEN INSULATED GNO: 1- C ABBREVIATIONS (NOTE 2) AGL ABOVE GRADE LEVEL 4. INSTALL CONDUIT BETWEEN BTS AND NIU PANEL FOR TI CABLE 6. FURNISH AND INSTALL ONE 15A, 2 -POLE BREAKER WITH CONDUIT AWG AMERICAN WIRE GAUGE ROUTE CONDUIT TO REACH TOP OF NOKIA CABINET, SUPPORT ON AND WIRING FOR EACH BTS CABINET THAT HAS THE OPTIONAL %F1004389 2 CONTRACTOR CONCRETE PAD OR STEEL STRUCTURE W/UNISTRUT EVERY 4'. 'HETA HEATER. ROUTE CONDUIT TO REACH TOP OF NOKIA CABINET, BCW BARE COPPER WIRE TRANSITION RACEWAY FROM RGS TO LIQUID -TIGHT FLEX METAL CONDUIT SUPPORT AS REQUIRED, TRANSITION FROM PVC/IMC TO LFMC WITHIN BTS BASE TRANSCEIVER STATION (LFMC) AT END OF EXISTING TDMA EQUIPMENT. ATTACH 10 FEET OF 6 FEET OF CABINET TOP AND INSTALL STRAIGHT LFMC CONNECTOR FOR (E) EXISTING LFMC AND STRAIGHT LFMC CONNECTOR FROM END OF CONDUIT AND TERMINATION BY NOKUL MATCH NEW 3 SUBCONTRACTOR CAP W/TWIST NUTS AND COVER WITH PLASTIC BAG FOR CONNECTION BY HAMMER EG EQUIPMENT GROUND NOKIA. INSTALL PULLSTRING IN CONDUIT. INSTALL /6 INSULATED GREEN 7. ROUTE EACH BRANCH CIRCUIT THROUGH JUNCTION BOX DIRECTLY TO THE NUSS UNIT WITHOUT ANY SPLICING INSIDE JUNCTION BOX. EGR EXTERNAL GROUND RING STRAP ON ALL JOINTS OF RIGID CONDUIT AND TERMINATE ON BRASS COMPRESSION COLLAR MOUNT. 5. FURNISH AND INSTALL 'THREE 40A 2 -POLE CIRCUIT BREAKERS FOR A NUSS WITH ONE OR TWO RECTIFIER SHELVES. AC POWER 240/120 VAC), Ti CABLE, AND GROUNDING INTERFACE TO NOKIA OUTDOOR BTS W/NUSS DETAIL NTS MATERIALS MFG, MODEL QUANTITY PROVIDED BY POWER TRANSFER MARCONI %F1004389 2 CONTRACTOR CABINET MASTER GROUND BAR MIN MINIMUM 400A DISCONNECT CUTLER _ _ _ 1 CONTRACTOR SWITCH HAMMER POLYVINYL CHLORIDE CONDUIT 40A, 2P, 120/240V CUTLER MATCH NEW 3 SUBCONTRACTOR BREAKER HAMMER PANELSOARD RIGID GALVANIZED STEEL 15A, 2P, 120/240V CUTLER MATCH NEW 1 SUBCONTRACTOR BREAKER HAMMER PANELBOARO TYPICAL RIGID CONDUIT, SYMBOLS 3/4" & 1- C., SOLID GROUND BUS BAR POWER do GROUND TO SUIT X18, 110 & /12 AWG STRANDED TO SUIT SUBCONTRACTOR CONDUCTORS CONDUCTOR COPPER BUILDING WIRE SUPPLEMENTAL 12 & 16 AWG STRANDED EQUIPMENT TO SUIT INSULATED GREEN COPPER TO SUIT SUBCONTRACTOR GROUND CONDUCTOR LT FLEX TO SUIT 3/4" TO SUIT SUBCONTRACTOR T 1 CABLE 8 CONNECTORS _ _ - - QATACOAI C00411450 AS REO'D. SUBCONTRACTOR RIGID CONDUIT 2- C WITH 2 - TELCO TO SUITTO TO 3/4- REDUCER SUIT SUBCONTRACTOR CONDUCTORS TRAY ---- --�- AS REO. SUBCONTRACTOR SITE NUMBER: LIT -021 SITE NAME: AGAPE CHURCH 701 NAPA VALLEY DRIVE LITTLE ROCK, AR 72211 BILL OF MATERIALS 3 n5 � AT&T AT&T WIRELESS SERVICES, INC. 900 SOUTH SHAOLLEFORO. SURE 600 UTILE ROCK, AR 72211 0 ]/07/03 ISSUED FOR COSNTRUCTION LAS Jr/C A 2/20/03 ISSUED FOR REVIEW LAG JT/C 40. DATE I REVISIONS BT' CHK' SCALE: AS SHOWN DES.GNEO: LAS DRAWN: WLG r�� f�AAe'rrr r AR ZviN S A S 1'h FRED S ONAL GI ER 1111 3-03 EMT ELECTRICAL METALLIC TUBING GEN GENERATOR IGR INTERNAL GROUND RING (HALO) IMC INTERMEDIATE METALLIC CONDUIT MGB MASTER GROUND BAR MIN MINIMUM (N) NEW NTS NOT TO SCALE PVC RIGID (SCH. 40) POLYVINYL CHLORIDE CONDUIT REF REFERENCE REO REQUIRED RF RADIO FREQUENCY RGS RIGID GALVANIZED STEEL RWY RACEWAY TBD TO BE DETERMINED - TBR TO BE RESOLVED TYP TYPICAL SYMBOLS S/G SOLID GROUND BUS BAR r§/Nl SOLID NEUTRAL BUS BAR SUPPLEMENTAL GROUND CONDUCTOR 5T 2 -POLE THERMAL -MAGNETIC 0 CIRCUIT BREAKER 0 0 SINGLE -POLE THERMAL - MAGNETIC CIRCUIT BREAKER ABBREVIATIONS 4 & sYM BO Ls 05 AGAPE CHURCH WER (240/120 VAC), T1 CABLE. AND GROUNDING INTERFACE NOKIA OUTDOOR EQUIPMENT 642239 1 LIT -021-05 SCALE IS BASED ON 22"x34" SIZE (N) H—FRAME (N) TDMA EQU (N) EQUIPME W (N) MICROFLECT 81752C A E NOTE: o n 1. STEEL PIPE SHALL BE A53 MATERLAL. STEEL PLATE SHALL BE A36. ALL STEEL SHALL 8E HOT - DIPPED GALVANIZED. 2. LOCATE THE EXPANSION BOLTS SO IS NOTTHE CUTRDURING INSTALLATFORCING ION 3. THE DESIGN IS BASED ON UBC e 1997. WIND SPEED SHOWN IN TABLE, ° EXPOSURE. 0, ELEVATION AT GRADE AND ZONE 4 SEISMIC. 4. THIS DESIGN IS BASED ON 12' WIDE ICE BRIDGE AND (8) 1/2' OIA. COAX CABLES WITH MAXIMUM POST SUPPORT SPACING OF 5'-0'. WIND SPEED/POST MAXIMUM HEIGHT TABLE DESIGN WIND SPEED MPH MAXIMUM HEIGHT (FT) < 90 14'-0' < 100 12'-0" < 110 70.-D' BASE PLATE 9 1/2" x 9 1/2' x 5/8' THICK EXISTING CONCRETE SLAB— (MINIMUM THICKNESS OF 8") . GEM INC. fjAMOZ 2500 WILCREST, SUITE 100 HOUSTON, TEXAS 77042-2752 PHONE: (713) .339-1550 FAX: (713) 339-9993 EQUIPMENTLEVA ELEVATION 1 NTS OS N 0 i w a 1 2- 0 - o + 0 0 z.I a a o 1- N ) o II M (N) MICROFLECT 8501 (OR EQUAL) (N) MICROFLECT 8509 (OR EQUAL) TYP. (N) r DIA STD PIPE I. GUARDRAIL NOT SHOWN FOR CLARITY, PIPE HEAD \ 9 1/2" MICROFLECT 8509 (OR EQUAL) - 3 3/4" DIA HOLE IN j I BASE PLATE Li wa zw —cn CL CL 0 < z o - 'a CL BASE PLATE (4) 5/8" DIA. HILTI KWIK BOLT Il W/ I i / 16" DIA. HOLES GALVANIZED CARBON STEEL EXPANSION BOLTS WITH �_ a MIN. EMBEDMENT OF 4" IN CONCRETE WITH 28 -DAYS STRENGTH 4000 PSI. BASE PLATE (N) MICROFLECT 8501 (10'-0" LONG) 8502 (5'-0" LONG) (OR EQUAL) MICROFLECT 8509 -'�-�(OR EOUAL) TYP. ■4" z v WAVEGUIDE BRIDGE POST DETAILS 2 NTS 05 SITE NUMBER: LIT -021 SITE NAME: AGAPE CHURCH 701 NAPA VALLEY DRIVE LITTLE ROCK, AR 72211 MICROFLECT 8130 3" STD. PIPE 0 10' O.C. MAX. wfOUNO AROUND PIPE FOR DRAINAGE SURFACE •.I 1': I I F CONCRETE PIER I I POURED IN SONOTUBE 1 1' L-U.I DIA AT&T AT&T WIRELESS SERVICES. INC, gm SGlIIM 9uj>mcrc' SI,iIE sm N'kE ftm -77711 (4) 5/8' DIA HILTI KWIK BOLT II W/ T1/r6' DIA. HOLES GALVANIZED CARBON STEEL EXPANSION BOLTS WITH MIN. EIIIBEDMENT OF 4- IN CONCRETE WITH 28 -DAYS STRENGTH 4000 PSI. - 9 1/2'x9 1/2"x5/8' PLATE 0 T.S. Cx3"x1/4" - 1 of I?- BASE ?BASE PLATE DETAIL 'T.S. 4"x3%1/4" WITH 4"x3"xl/4" PLATE SHOP WELD ALL AROUND TO TOP OF TUBE WITH 1/4" FILLET WELD, HOT DIP GALVANIZE. (TYP. OF 2) USE 1/2"0 THROUGH BOLTS WITH NUTS AND WASHERS TO BOLT CHANNELS TO POSTS (TYP.) ;W §O I s �� }ai=W o I c0 SIDE ELEVATION H -FRAME 3 NTS 06 D /07/cu ISSMED YDR eo%mlm.^ — .... .- •-- " 15A7E0 Fm REyE- Y!C SI C 1TE REVrga 5 Br txx•i AS S1p NN IDESIGNED: IAS PRArfi; -LG USE 1/2"0 THROUGH BOLTS WITH NUTS P1000T CHANNEL (TYP.) AND WASHERS TO BOLT CHANNELS TO POSTS (TYP.) —°L --©--J L-©- JL16 L14_ TOP ELEVATION r-1 L. - Ilcl! 4Iv I d.L llll-��i�il[:��71, .f FRONT I SY���r1�:•. AR NSA S R m** ,f HAL i '-�f TAX R .�� x-13'03 �= GENA Ener. Co., kry . 1515 � *012 tr1�Ilnu AGAPE CHURCH 'MENT ELEVATION & GENERAL NOKIA OUTDOOR EQUIPMENT w x" w-ffa w713zn .._ ..�_ N EQNOKIA \ EQUIPMENT ` (N) #2 STRANDED LEAD <4 /> (N) TEST WELL n • / / )> (N) (N) H -FRAME o ' ° / y/ Z \ // O \\ / C) (E) TDMA EQUIPMENT TO BE RELOCATED TO THIS LOCATION ��; (N) %2 AWG BARE GROUND TO RADIO EQUIPMENT (TYPICAL OF 4) (N) #2 AWG -BARE GROUND TO CABINET BASE (TYPICAL OF 4) — (N) GROUND ROD (TYP) - * WAVEGUIDE BRIDGE NOT SHOWN FOR CLARITY ELECTRICAL SYMBOLS —c GROUNDING WIRE - #2 AWG BCW SOLID n COIL AND TAPE O FOR FUTURE CONNECTION O e f *(N) WAVEGUIDE BRIDGE POST (TYP.) \ (N) CADWELD TO • \ (E) GROUND RING (E) MONOPOLE Al • I I fi CONNECT TO (E) GROUND RING f (N) CADWELD + CONNECTION (TYP) 1 P Q GROUNDING NOTES 1. THE SUBCONTRACTOR SHALL REVIEW AND INSPECT THE EXISTING FACILITY GROUNDING SYSTEM AND LIGHTNING PROTECTION SYSTEM (AS DESIGNED AND INSTALLED) FOR STRICT COMPLIANCE WITH THE NEC (AS ADOPTED BY THE AHJ), THE SITE-SPECIFIC (UL. LPI, OR NFPA) LIGHTING PROTECTION CODE, AND GENERAL COMPLIANCE WITH TELCORDIA AND TIA GROUNDING STANDARDS. THE SUBCONTRACTOR SHALL REPORT ANY VIOLATIONS OR ADVERSE FINDINGS TO THE CONTRACTOR FOR RESOLUTION. 2. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION, AND AC POWER CES'S) SHALL BE BONDED TOGETHER, AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC_ 3. THE SUBCONTRACTOR SHALL PERFORM IEEE FALL -OF -POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81) FOR NEW GROUND ELECTRODE SYSTEMS. THE SUBCONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. 4. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. 5. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. 6. APPROVED ANTIOXIDANT COATINGS (I.E.. CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. 7. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND BAR. 8. SURFACES TO BE CONNECTED TO GROUND CONDUCTORS SHALL BE CLEANED TO A BRIGHT SURFACE AT ALL CONNECTIONS. 9. EXPOSED GROUNDING CONNECTIONS SHALL BE MADE WITH COMPRESSION CONNECTORS WHICH ARE THEN BOLTED TO EQUIPMENT USING STAINLESS STEEL HARDWARE. INSTALLATION TORQUE SHALL BE PER MANUFACTURE'S REQUIREMENT. 10. INSTALL GROUND RODS FOR THE NEW GROUND RING. SEPARATION BETWEEN GROUND RODS SHOULD NOT BE LESS THAN THE LENGTH OF THE RODS NOR BE MORE THAN ONE AND ONE-HALF TIMES THE LENGTH OF THE RODS, CONNECT THE NEW RING TO EXISTING GROUND RING IN AT LEAST TWO SEPARATE PLACES. 5 i 4 m m 7/16' 21 ° 3 0 1 SEE DETaLe 1 - LEGEND 1— COPPER GROUND BAR, %'X 4'X 20', NEWTON INSTRUMENT CO. CAT. NO. B-6142 OR EQUAL. HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION. 2- INSULATORS, NEWTON INSTRUMENT CAT. NO. 3061-4 3- 5/8- LOCKWASHERS, NEWTON INSTRUMENT CO. CAT. NO. 3015-8 4- WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. CAT NO. A-6056 5- 5/8-11 X 1' HHCS BOLTS, NEWTON INSTRUMENT CO. CAT NO. 3012-1 GROUND BAR DETAIL 2 NTS d7 GROUND ROD e CADWELD TEST WELL NOTES 1. PROVIDE (4) 10' #2 STRANDED LEAD FOR GSM EQUIPMENT. COIL do TAPE (2) FOR FUTURE CONNECTION. 2. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ELECTRICAL SPECIFICATION AND ALL APPLICABLE LOCAL CODES. 3. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED. ,ti�WIu 4. FOR EQUIPMENT MOUNTING SEE PLAN AND ELEVATION DRAWINGS. 5. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT. w �cojw.pG�_ 6. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY CADWELD CONNECTIONS. . � _ r{ rlrf' r $c 7. REFER TO EQUIPMENT GROUNDING DETAILS FOR ADDITIONAL FACILITY, TOWER/ANTENNA GROUNDING AND SURGE SUPPRESSION REQUIREMENTS. �d$T L. O :•. s .11 ARKANS GROUNDING PLAN �+ S_EN� u��p1►+ ve NTS fl7 p RED —� E ONAL AGAPE CHURCH GEM INC. SITE NUMBER: LIT -021 ER 2500 WILCREST, SUITE 100 AT&T^ i Iis�os FEncE aE�nsEo ins nm s. SITE NAME: AGAPE CHURCH D Ia7/D3 ISSUED FOR COSHTRUCTON us R/CL SN Oji GROUNDING PLAN & DETAILS HOUSTON, TEXAS 77042-2752 f NOKIA OUTDOOR EQUIPMENT /xe/oa 'SU Foa REHEw use IIGi s. PHONE: (713) 339-1550 701 NAPA VALLEY DRIVE AT&T WIRELESS SERVICES, INC. + ' y FAX: (713) 339-9993 LITTLE ROCK, AR 72211 900 �5�AR � 211 e00 SME-. ves starrR cesere oRAwN:CuLLG �nD ��ir► +�r✓'�q�^l�i'� 6422 9+ LIT -021-07 NEW QUAD ANTENNAUXC-1900-65-17.5-2-D SECTOR A NEW QUAD ANTENNA UXC-1900-65-17.5-4-D; SECTOR B do C GROUND BAR (TOP OF TOWER) SEE DETAIL 3 4 09 O9 GROUND BAR (BOTTOM OF TOWER SEE DETAIL 3 4 as o9 SURGE ARRESTOR (TYP) JUMPER CABLE (TYP) NOTES: I. GSM DUPLEXER INTEGRATED INTO GSM BTS. 2. GSM ANTENNAS ARE TO BE INSTALLED AT THE SAME RAD CENTER AS EXISTING TDMA ANTENNAS. 3. ALL NEW CONNECTORS ARE DIN UNLESS NOTED OTHERWISE. 4. IF CABLE CHANGE IS REQUIRED, EXISTING CABLE IS TO BE REMOVED PRIOR TO THE INSTALLATION OF REPLACEMENT CABLE. 5. BIAS -T INTEGRATED INTO GSM BTS BY NOKIA LEGEND LEGEND -------- EXISTING JUMPER 1A ANTENNA NEW JUMPER 1B BRACKETS 2A CONNECTOR DIN -M 2B JUMPER CABLE 2C CONNECTOR DIN -M 3A MAU 38 1 MHA 4A 48 4C 5A 58 ice rr ,1 r' r' SC I� r� 1' r' C 6A 6 fi 11 ii 6 6 n n 7 ii ii 7A 6B 11 11 n r 11 1 n u 6C 78 ii ei 7B n n rr n n n 7A ,r ,r 11 11 7B 11 11 n u 1/ 11 u le rr rr rr Ir 11 7C N Ir n N Is n rr 7 n n 8,A u u Ir 11 ii rr 11u 8B TO EQUIPMENT ANTENNA CONFIGURATION (TYP OF 3) v8 9 1 GEM INC. SITE NUMBER: LIT -021 2500 WILCREST, SUITE 100 SITE NAME: AGAPE CHURCH A HOUSTON, TEXAS 77042-2752 PHONE: (713) 339-1550 701 NAPA VALLEY DRIVE FAX: (713) 339-9993 LITTLE ROCK, AR 72211 CONNECTOR DIN—M JUMPER CABLE CONNECTOR DIN—M CONNE%8R' DIN—F N 1 WS/8- CONNECTOR DIN—F 1 5/8' EXISTING COAX 1 5/8' GROUNDING & WEATHER PROOFING KIT SURGE ARRESTOR SURGE ARRESTOR GROUNDING CONNECTOR DIN -M JUMPER CABLE CONNECTOR DIN—M DIPLEXER DUPLEXER (N) COAX SUPPORT BLOCKS TO MATCH EXISTING C". OF 3) - - ALL COAX AND JUMPERS TO BE SUPPORTED EVERY 3'-4r. CONNECTOR (TYP) (E) MAU (TYP) (N) MHA (TYP) (N) ANTENNA TO REPLACE EXISTING ANTENNA (3 PLACES) 0 EXISTING EQUIPMENT MALE CONNECTOR ,,,,—MALE CONNECTOR ® NEW EQUIPMENT DIN CONNECTION MN N CONNECTION a SURGE ARRESTOR NEW COAX CABLE FEMALE CONNECTOR � FEMALE CONNECTOR ----- EXISTING COAX a GSM TDMA TX/RX/RXdiv TX/RX/RXdiv TDMA TX/RX/RXdiv GSM TX NOTES: TX/RX/RXdiv 1. TYPE AND SIZES OF THE ANTENNA CABLES ARE BASED ON ESTIMATED LENGTH, PRIOR TO ORDERING CABLE, CONTRACTOR TO VERIFY ACTUAL LENGTH BASED ON CONSTRUCTION LAYOUT AND NOTIFY ENGINEER IF ACTUAL LENGTH EXCEEDS ESTIMATED LENGTHS. 2. AS -BUILT DRAWINGS TO BE COMPLETED BY FIELD ENGINEER WITH ACTUAL LENGTHS. 3. AZIMUTHS ARE ORIENTED CLOCKWISE FROM TRUE NORTH. 4. PLAN REPRESENTS TYPICAL MOUNTING SCHEMATIC, ACTUAL TOWER ORIENTATION MAY VARY. 5. SUBCONTRACTOR TO INSTALL ANTENNA DOWN TILT BRACKETS AND TILT ANTENNAS AS REQUIRED. 6. RETURN THE REMOVED ANTENNAS TO THE CONSTRUCTION MANAGER. 7. ANTENNA INFORMATION IS BASED ON: RF REV.: 1 RF DATE: 11/26/02 • USE (E) COAX AND JUMPERS FOR (N) ANTENNAS. i +(N) JUMPERS AND COAX LINES JUMPERS (TYP) TDMA TX/RX/RXdiv ANTENNA PLAN (SECTORS A, B, & C SECTOR BIAS -T A ANT.TYPE UXC-1900-65-17.5-2-D CO's SIZE 1-5/87 AZIMUTH 0' EST. CAB. LENGTH 170' -Or B C UXC-1900-65-17.5-4-D UXC-1900-65-17.5-4-D 1-SfFr 1_5 g' 120' 240' 170'-C 170' -Or IIIIIIIIIIIIAT&T AT&T WIRELESS SERVICES, INC. 900 SWTH SNKIaEFORO. SURE 600 urrLE ROU(, AR 72211 THIS DESIGN IS BASED ON INFORMATION GATHERED FROM THE STRUCTURAL ANALYSIS REPORT BY STERLING ENGINEERING AND DESIGN GROUP, LTD PROJECT # LIT -0021 DATED DECEMBER 13, 2002 MECHANICAL COLOR JUMPER JUMPER DOWN TILT DEGREES CODE SIZE LENGTH 2 TBD 1 /2r0 6'--T IAS 0/CL SW TBD 1/2rf 6'-0 6' TBD 1/2'/ 6'-0• GROUND BAR ON EACH •(E) JUMPERS AND COAX LINES GSM TX/RX/RXdiv RAD. CENTER 150' -Or 150'—ar GME 00 E *� RED E SIONAL *N ER 0. 11 /til .aA 15o• -Gr f' j 3 'b3 AGAPE CHURCH ANTENNA CONFIGURATION NOKIA OUTDOOR EQUIPMENT Ger JIM M1wmx I ORaaM4 M)YL[R i- 642239 642239 LIT -021-08 0 SCATF 45 RASFf1 17N 27"r14" 1,17F 03/07/03 ISSUCO FOR COSNTRUCTION IAS 0/CL SW A 7/70/03 ISSUED FOR REVIEW Ks UI'/a SW Ya MTE REVISIONS By CHWO AF5'0 SCALE: AS SHOWN OESIWDE . LAS IDFVwhj ULG GROUND BAR ON EACH •(E) JUMPERS AND COAX LINES GSM TX/RX/RXdiv RAD. CENTER 150' -Or 150'—ar GME 00 E *� RED E SIONAL *N ER 0. 11 /til .aA 15o• -Gr f' j 3 'b3 AGAPE CHURCH ANTENNA CONFIGURATION NOKIA OUTDOOR EQUIPMENT Ger JIM M1wmx I ORaaM4 M)YL[R i- 642239 642239 LIT -021-08 0 SCATF 45 RASFf1 17N 27"r14" 1,17F m EXISTING ANTENNAS d 170'-0" RAD' CENTER (N) 3—ANTENNAS ad 150' RAD CENTER (EXISTiNC 3 ANTENNAS TO BE REPLACED) EXISTING ANTENNAS � 120'-0" RAO CENTER (N) 8-1 5/ar COAX GABLES TO RUN UP THE TOWER ON TOCW BILOCMATCH E)aSTING — ' *1 (N) WAVEGUIDE BRIDGE z a (N) TDMA & NOKK v OUTDOOR EQUIPMETf[ (N) GUARDRAIL GRADE r_ (N) CONCRETE — Y FOUNDATION e ANTENNA ELEVATION 3 N.T.S. 09 '.GEM INC. 2500 WILCREST, SUITE 100 �► HOUSTON. TEXAS 77042-2752 PHONE: (713) 339-1550 4 FAX: (773) 339-9993 0 0I 170' MONOPOLE SITE NUMBER: LIT -021 SITE NAME: AGAPE CHURCH 701 NAPA VALLEY DRIVE LITTLE ROCK, AR 72211 (N, (N) Jul (N) (N) SEE 5/0 (N) CABI (N) (N) SEE 5/09 (r�u MAUMHA JUNIPER DETAIL 2 N.T.S. 09 (N) MHA GROUNDING ANTENNA 'ER J1 JUMPER (rYP] (N) MHA OW 4AU 2 XTAIL 5/09 DAXIAL FEEDER kU ETAIL 5/09 AXIAL FEEDER 14 OR #5 AWG STRANDED CU WIRE WITH GREEN, NOTE: ALL HARDWARE TO BE 80OV, THWN INSULATION STAINLESS STEEL (E) EXISTING GROUND BAR NEMA TWO HOLE LNG REL COMPRESSION LUG. TO 9BEE USED WI HER W7RE WITH GREEN GOOV STHWN2 AWC CUD INSULATION TO GROUND RING. I�rAL��arlaN F cRo N WIRE TO GRnl ND 8 GROUND BAR DET IL 3 09 � WAT&T AT&T WIRELESS SERVICES sC — INC, � LITiL♦: R i�R h'� ...�w ISSuEb FpR C09MIN p/�3 ISSUED FpR REV ITE AS $FIOMN DE57prE4 LAS (E) MAU COAX CABLE FEEDER (TYp) J (N) GROUND COAXIAL CABLE SHIELDS U$ING MAI'IUFACi1JRfR'S GROUNDING KITS./( I (E) GROUND BAR (N) COAXIAL SIGNAL GABLES (ri'Pm)— ANTENNA (TMP) SECTOR A B AND C (N) MHA GROUNDING (N) MHA (M) MAU (TYP) I I JI I `(N) GROUND CO I AL CABLE EU51NG AUFAMRR' 0 ROUNDING K15 F— (F) COAXIAL SIGNAL CABLES (TYPICAL) (E) GROUND BAR; aooao 00000a TO BTC FOIIIPM NT GROUNDING RISER DIAGRAM 4 N.T.S. 09 THREE LAYERS OF 1 1/2" 3M SUPER 88 VINYL TAPE HALF LAPPED STARTING AT THE LOWER END OF THE CONNECTOR AND 1' BEYOND CONNECTOR J., --- 1 "-- CONNECTOR i r���� i+rri'rrrr }i� AR NSAS PT RED U ONAL E ER 7 m GEM ups •F AGAPE CHURCH POWER & GROUNDING DETAILS NOKIA OUTDOOR EQUIPMENT Y � hc'47ER OL�Yui .era F OWER & T��� 3 4 CL OF UNOERCROUNOcla ACKBOARD1 1 CONDUIT STUB -UPS & TYP.) GROUNDING SLEEVES I ^I Z I W THICK SLAB ON GRADE W/ X15 CONT. I f I AT 12" O.C. EACH WAY, PROVIDE 1" COVER FROM TOP I I ' I � 8" THICK REINFORCED — ` ~ y CONCRETE SLAB I ''1 - Fol - �I 5 15 10 10 GUARDRAIL (TYP.) - 2 OF GROUNDING SLEEVES 10 a E NOTES: 1) CONCRETE FOR SLAB ON GRADE SHALL BE AIR ENTRAINED, fc'=4000 PSI AT 28 DAYS. 2) ALL EXPOSED CONCRETE CORNERS SHALL HAVE A 3/4' CHAMFER. 3) REINFORCING BARS SHALL BE ASTM A615 GR W. 0 4) MINIMUM CONCRETE COVER REINFORCING STEEL SHALL BE 2" IF CONCRETE IS PLACED IN FORM, 3" IF CONCRETE IS PLACED AGAINST EARTH. n EQUIPMENT PAD PLAN SCALE: 1/2"=1'-O" a e VAPOR BARRIER (6 MIL POLYPROPYLENE SHEET #5 CONT. AT 12" O.C. EACH WAY, 24" .2 PROVIDE 1" COVER FROM TOP14 (24-F DOWELS �24' /['1#4 T 12" O.C. �A4 (24') DOWELS CONT. AT 12' O.C. AT 12' O.C.ACH WAY ON BOTTOM I� SELECT FILL II— I "' — I1E✓� 1 I CI —k I n l I r 1 71 1 I r° r BACK FILL AS NEEDED /-EXISTING GRADE #4 CONT. AT 12" O.C. MAX (TYP.) 2-A6 CONT. TOP AND BOTTOM W/ #4 STIRRUPS AT 12" O.C. (TYP.) NOT- 1 a GUG.RDRAIL NOT SHOWN FOR CLARITY, SECTION 2 a SCALE: 3/4"=1'-O" 10 s .GEM INC. 2500 WILCREST, SUITE 100 y AW HOUSTON, TEXAS 77042-2752 PHONE. (713) 339-1550 FAX- (713) 339-9993 (RIGID GALVANIZED CONDUIT PLUG FOR RIGID GALVANIZED SPARE CoNoua1 -- CONDUIT COUPLING PAD i IZED PVC SCHEDULE 40 SIZE AS SHOWN ON LAYOUTS UNDERGROUND CONDUIT STUB -UP TYP" 3 NTS 10 TO EQUIPMENT GROUND CONCRETE PAD ORIENT SLEEVE TO ACHIEVE * SMOOTH BEND RADIUS FOR I GROUND WIRE 1/2" PVC SCHEDULE 40 SLEEVE TO BURIED -" �- #2 AWG SOLID TINNED GROUND RING GROUNDING SLEEVE DETAIL p" 4 NTS ' 6'-0' MAX. (TYP.) 90' UGH7 Wi ELBOW PLAN .y 1 1/2"o FGUARDRAiL STD PIPE SPLICE 1°xEO'D.)iTOE 80AROOARQFLOOR LiNE�I of 4 SITE NUMBER: LIT -021 SITE NAME: AGAPE CHURCH 701 NAPA VALLEY DRIVE LITTLE ROCK, AR 72211 10 POST BASEPLATE ELEVATION FIXED GUARDRAIL DETAIL 5 NT$ 1 AT&T AT&T WIRELESS SERVICES. INC. 900 Sw SIwpO.fjORD, gLq� sm •••�w ISSUED EGR cowm%,& x0� t55U1)D fDR +Rl�E1e \TE RENSIONS AS SHOWN DESIGNED: LAS LOW 1 3/4' 1 3/4" 1" I 3/16' 9/16"0 HOLE FOR 1/2"0 HILTI KWIK BOLT II CARBON STEEL EXPANSION BOLT WITH MIN- I I EMBEDMENT OF 4" IN CONCRETE (TYP.) : :..I �-R 2"x5"x1/4" 5 1/2 1 1/2"0 STD. PIPE GUARDRAIL POST BASEPLATE DETAIL NTS 2'r-- 0 _ E G I N CORNER DETAIL 1 /8' G 1'0 CONNECTING PIPE RAILING SPLICE MISCELLANEOUS GUARDRAIL DETAILS 7 NTS 10 A usAS PR0v s RED NA L E f E R .3-11-03 IT GSII EnOr. C 11615 r— AGAPE CHURCH EQUIPMENT PAD & DETAILS NOKIA OUTDOOR EQUIPMENT � 'R pn�.� Iu _ ELEVATION LINE POST 8'—rr r FACILITY SIDE O W �C{ U z I? m4 f 3 - 2x4 a; 00 4x4 POST 0i —PROJECT vOVE 3 BOARDS SLOPE � 0 AROU DD ((TTYP) 1 1MAX r CLEARANCE J z_ FROM GRADE POST CONCRETE J b FOOTING) �W�� SECTION PRIVACY WOOD FENCE DETAIL NTS I OR COMPRESSION U BRACING v r_ 3 PRIVACY WOOD GATE DETAIL 2 a NTS 1 1 GEM INC, 2500 WILCREST. SUITE 100 SITE NUMBER; LIT -021 HOUSTON. TEXAS 77042_2752 SITE NAME: AGAPE CHURCH- AT&T PHONE: (713) 33�t,55() 701 NAPA VALLEY DRIVEFAX: (713) LITTLE ROCK, AR 72211 AT&S ER RELES SERJrK VICES, INC, fJ rYPr A w Fru IN N r s: 1. ALL WOOD FENCE POSTS AND RAILS TO BE NO. 2 PINE CCA PRESSURE TREATED LUMBER. 2. PICKETS TO BE 7/8 - THICK NO. 1 SPRUCE. CORNER AND GATE POSTS TO BE 6X6 NO. 2 PINE CCA PRESSURE TREATED LUMBER. 3. LINE POSTS TO BE 4X4 NO. 2 PINE CCA PRESSURE TREATED LUMBER. 4. ALL HARDWARE TO BE HOT DIP GALVANIZED. CROWN TOP OF CONCRETE ~6" 0 STD. WT. STEEL PIPE. FILL SOLID W/ CONCRETE PAINT SAFETY YELLOW GRADE 1'-6- 0 CONCRETE BOLLARD DETAIL 3 NTS •��", FEWX Rew Efl �07�03 75�1>FD FOR bDSMTRI,C' �ro3 rSSLFEO FOR RE�IF kTE AS SFx)WN DES"ED: LAS �, w An AS ANS RED A~ o r NAL sqit By/�1i�s - oftw-• ui r -2 I --k - r AGAPE CHURCH WOOD FENCE & BOLLARD DETAILS NOKIA OUTDOOR EQUIPMENT cN .tle nA�x yr.w� w.ure R;T WnTFc, 1. QUANTITIES SHOWN IN ( ) ARE TOTAL QUANTITY. 2. ACTUAL LENGTHS SHALL BE DETERMINED PER SITE CONDITION BY SUBCONTRACTOR. 3. THE DESIGN IS BASED ON RF DATA SHEETS, SIGNED AND APPROVED. 4. RADIO SIGNAL CABLE AND RACEWAY SHALL COMPLY WITH THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE (NEC, NFPA 70), CHAPTER 8. 5. ALL SPECIFIED MATERIAL FOR EACH LOCATION (E.G.. OUTDOORS, INDOORS -OCCUPIED, INDOORS - UNOCCUPIED, PLENUMS, RISER SHAFTS, ETC.) SHALL BE APPROVED, LISTED, OR LABELED AS REQUIRED BY THE NEC. 6. RADIO SIGNAL CABLE SHALL BE SUPPORTED AT MINIMUM OF EVERY THREE (3) FEET EXCEPT INSIDE MONOPOLES OR LATTACE TOWERS WHERE CABLE AND CONNECTOR MANUFACTURERS SUPPORT RECOMMENDATIONS SHALL BE FOLLOWED. MANUFACTURER RECOMMENDED CABLE SUPPORT ACCESSORIES SHALL BE USED. 7. THE OUTDOOR CABLE SUPPORT SYSTEM SHALL BE PROVIDED WITH AN ICE SHIELD TO SUPPORT AND PROTECT ANTENNA CABLE RUNS. SEE DETAIL NUMBER 568, 574, 574A, AND 5768. 8. DRIP LOOPS SHALL BE REQUIRED ON ALL OUTSIDE CABLES. CABLES SHALL BE SLOPED AWAY FROM THE BUILDING OR OUTDOOR BTS CABINETS TO PREVENT WATER FROM ENTERING THROUGH THE COAXIAL CABLE PORT. 9. ALL FEEDER LINE AND JUMPER CONNECTORS FOR 3G GSM SHALL BE AWS APPROVED 7/16 DIN CABLE CONNECTORS THAT MEET IP68 STANDARDS. 10. WHEN MODIFYING EXISTING 213 TDMA COAXIAL CABLES FOR 3G USE, REMOVE ALL EXISTING N TYPE CONNECTORS WHERE FEASIBLE AND REPLACE WITH NEW 7/16 DIN CONNECTORS. 11. MINIMUM CABLE BENDING RADIUS SHALL BE ADHERED TO IN ACCORDANCE WITH SECTION 6.0 OF DESIGN CRITERIA (DOCUMENT NO. 24623 -033 -30R -GET -00001). 12. ALL 7/16 DIN CONNECTORS SHALL BE IP68 RATED. ALL OUTDOOR CONNECTORS AND ALL COAXIAL CABLE SHIELDING GROUND POINTS SHALL BE WEATHERPROOFED IN ACCORDANCE WITH THE FOLLOWING PROCEDURE: START WITH ANDREW WEATHERPROOFING KIT TYPE 221213. START TAPE APPROXIMATELY 5 INCHES FROM THE CONNECTOR AND WRAP 2 INCHES TOWARD THE CONNECTOR, THEN REVERSE THE TAPE SO THAT THE STICKY SIDE IS UP. TAPE OVER THE CONNECTOR OR SURGE ARRESTOR UNTIL THREE (3) TO FOUR (4) INCHES BEYOND THE CONNECTOR AND REVERSE AGAIN WITH THE STICKY SIDE DOWN FOR ANOTHER INCH OR TWO. ADD THE BUM RUBBER AND FINISH WITH A FINAL LAYER OF ANDREWS TAPE. 13. MHA's/TMA's SHALL NOT BE PAINTED. 14. ANTENNAS SHALL BE PAINTED, WHEN REQUIRED, TO MATCH EXISTING ANTENNAS IN ACCORDANCE WITH ANTENNA MANUFACTURERS' SURFACE PREPARATION AND PAINTING REQUIREMENTS. ALLGON ANTENNAS SHALL USE ALLGON SYSTEM AB; ALLGON DOCUMENT NUMBER 990323/LL. ARC ANTENNAS SHALL USE SPRAYLAT CORPORATION PRODUCTS PER ARC DRAWING NUMBER IN702194, REVISION R2. 15. CABLE SHIELDS, AND TOWER CONDUITS SHALL BE GROUNDED AT THE TOP OF THE TOWER, WITHIN 10 FEET OF THEIR CONNECTORS, AND AT THE BOTTOM OF THE TOWER ABOUT 6 INCHES BEFORE THEY TURN TOWARD THE FACILITY. THEY SHALL BE GROUNDED AT THE MIDPOINT OF TOWERS THAT ARE BETWEEN 150 FEET AND 300 FEET HIGH, AND AT INTERVALS OF 150 FEET OR LESS ON TOWERS THAT ARE HIGHER THAN 300 FEET. 16. APPROVED GROUNDING KITS, WHICH INCLUDE GROUNDING STRAPS, SHALL BE USED TO GROUND THE COAXIAL CABLE SHIELDS, AND CONDUITS. THE GROUND ONDUCTORS FOR THE KITS AT THE TOP OF THE TOWER, AND IN THE MIDDLE SECTION OF THE TOWER, ARE BONDED DIRECTLY TO TOWER STEEL USING EXOTHERMIC, BOLTED, OR APPROVED CLAMP CONNECTIONS. 17. ALL RADIO SIGNAL CABLE SHALL BE LABELED WITH COLOR -CODED ELECTRICAL TAPE (3M SCOTCH 35, 7 MILS THICK, ? INCH WIDE, VINwO?"YL ELECTRICAL TAPE, OR CONTRACTOR APPROVED EQUAL) AND BRASS OR STAINLESS STEEL IDENTIFICATION TAGS AS SPECIFIED IN DETAIL NUMBER 600. 18. THE SUBCONTRACTOR SHALL FILL IN DETAIL 601 AND AFFIX IT TO A WEATHER -PROTECTED LOCATION (E.G., THE SHELTER INTERIOR WALL) NEAR THE CABLE PORT. 19. RECOMMENDED SURGE ARRESTORS THAT CAN BE USED WITH THE BTS EQUIPMENT: ANDREW: 7/16 DIN M/F WIDEBAND 1/4 WAVE, GAS TUBE WITH DC BYPASS HUBER+SUHNER: 7/16 DIN M/F WIDEBAND 1/4 WAVE, GAS TUBE WITH DC BYPASS 20. DUPLEXERS AND/OR DIPLEXERS AND MOUNTING HARDWARE (J CLAMPS) WHERE REQUIRED SHALL BE SUPPLIED BY CONTRACTOR AND INSTALLED BY THE SUBCONTRACTOR. 21. MHA/TMA'S TO BE INSTALLED AT TOWER TOP, SHALL BE SUPPLIED BY CONTRACTOR (WHERE REQUIRED) AND INSTALLED BY THE SUBCONTRACTOR. 22. ANTENNA FEED LINE SYSTEM SWEEP TESTING SHALL BE PERFORMED AND REPORTED IN ACCORDANCE WITH THE REQUIREMENTS OF AWS DOCUMENT NO. WNS-0284 (LATEST REVISION). CONTRACTOR WILL NOT ACCEPT A RADIO SIGNAL CABLE INSTALLATION WITH UNSATISFACTORY SWEEP TEST RESULTS. lGEM INC. SITE NUMBER: LIT -021 2500 WILCREST, SUITE 100 SITE NAME: AGAPE CHURCH HOUSTON, TEXAS 77042-2752 PHONE: (713) 339-1550 701 NAPA VALLEY DRIVE FAX: (713) 339-9993 LITTLE ROCK, AR 72211 ELECTRICAL INSTALLATION METHODS AND MATERIALS 1. WIRING, RACEWAY, AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC AND TELCORDIA. 2. SUBCONTRACTOR SHALL MODIFY EXISTING CABLE TRAY SYSTEM AS REQUIRED TO SUPPORT RF AND TRANSPORT CABLING TO THE NEW BTS EQUIPMENT. 3. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MAXIMUM CABLE SEPARATION AS REQUIRED BY THE NEC AND TELCORDIA. 4. CABLES SHALL NOT BE ROUTED THROUGH LADDER -STYLE CABLE TRAY RUNGS 5. EACH END OF EVERY POWER, GROUNDING, AND T1 CONDUCTOR AND CABLE SHALL BE LABELED WITH COLOR -CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2 INCH PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC do OSHA, AND MATCH EXISTING INSTALLATION REQUIREMENTS. 6. POWER PHASE CONDUCTORS (I.E., HOTS) SHALL BE LABELED WITH COLOR -CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, ? INCH PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL). PHASE CONDUCTOR COLOR CODES SHALL CONFORM WITH THE NEC & OSHA AND MATCH EXISTING INSTALLATION REQUIREMENTS. 7. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. ALL EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING, PHASE CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING, AND BRANCH CIRCUIT ID NUMBERS (I.E.. PANELBOARD AND CIRCUIT ID'S). 8. PANELBOARDS (ID NUMBERS) AND INTERNAL CIRCUIT BREAKERS (CIRCUIT ID NUMBERS) SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. 9. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. 10. POWER, CONTROL, AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR (114 AWG AND LARGER), 600 V. OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED FOR 90 -C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED. 11. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR (16 AWG AND LARGER), 600 V. OIL RESISTANT THHN OR THWN-2 GREEN INSULATION, CLASS B STRANDED COPPER CABLE RATED FOR 90 -C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED. 12. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED OUTDOORS, OR BELOW GRADE, SHALL BE SINGLE CONDUCTOR 12 AWG SOLID TINNED COPPER CABLE. 13. POWER AND CONTROL WIRING, NOT IN TUBING OR CONDUIT, SHALL BE MULTI -CONDUCTOR, TYPE TC CABLE (114 AWG AND LARGER), 600 V. OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED FOR 90 -C (WET AND DRY) OPERATION; WITH OUTER JACKET; LISTED OR LABELED FOR THE LOCATION USED. 14. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP -STYLE, COMPRESSION WIRE LUGS AND WIRENUTS BY THOMAS AND BETTS (OR EQUAL). LUGS AND WIRENUTS SHALL BE RATED FOR OPERATION AT NO LESS THAN 75 'C (90 'C IF AVAILABLE). 15. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE, AND NEC. 16. NEW RACEWAY OR CABLE TRAY WILL MATCH THE EXISTING INSTALLATION WHERE POSSIBLE 17. ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 40, OR RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. 18. ELECTRICAL METALLIC TUBING (EMT), ELECTRICAL NONMETALLIC TUBING (ENT), OR RIGID NONMETALLIC CONDUIT (RIGID PVC, SCHEDULE 40) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. 19. GALVANIZED STEEL INTERMEDIATE METALLIC CONDUIT (IMC) SHALL BE USED FOR OUTDOOR LOCATIONS ABOVE GRADE. 20. RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 80) SHALL BE USED UNw,0?"DERGROUND; DIRECT BURIED, IN AREAS OF OCCASIONAL LIGHT VEHICLE TRAFFIC OR ENCASED IN REINFORCED CONCRETE IN AREAS OF HEAVY VEHICLE TRAFFIC. 21. LIOUID-TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. 22. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION -TYPE AND APPROVED FOR THE LOCATION USED. SETSCREW FITTINGS ARE NOT ACCEPTABLE. AT&T 0 .1/07/03 ISSUED FOR COSNTRVC'TION A 2/20/03 ISSUED FOR REVIEW AT&T WIRELESS SERVICES, INC. DATE REVISIONS 900 SOUTH 511,40WORO. SURE 600 UTILE ROCK. u1 7221' SCAIX; AS SHOWN OESiGKO: LAS 23. CABINETS, BOXES, AND WIREWAYS SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE, AND NEC. 24. CABINETS, BOXES, AND WIREWAYS TO MATCH THE EXISTING INSTALLATION WHERE POSSIBLE. 25. WIREWAYS SHALL BE EPDXY-COATED (GRAY) AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARD; SHALL BE PANDUIT TYPE E (OR EQUAL); AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS. 26. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES, AND PULL BOXES SHALL BE GALVANIZED OR EPDXY-COATED SHEET STEEL, SHALL MEET OR EXCEED UL 50, AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS 27. METAL RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY-COATED, OR NON- CORRODING; SHALL MEET OR EXCEED UL 514A AND NEMA OS 1; AND RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. 28. NONMETALLIC RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2; AND RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. 29. THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CONTRACTOR BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. 30. THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD AGAINST LIFE AND PROPERTY. TRANSPORT Ti LINES T1 CABLE, CONNECTORS, AND RACEWAY SHALL COMPLY WITH THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE (NEC, NFPA 70), CHAPTER 8. ALL SPECIFIED MATERIAL FOR EACH LOCATION (E.G., OUTDOORS, INDOORS -OCCUPIED, INDOORS -UNOCCUPIED. PLENUMS, RISER SHAFTS, ETC.) SHALL BE APPROVED, LISTED OR LABELED AS REQUIRED BY THE NEC. T1 DATA LINE CABLE SHALL BE IDENTIFIED AT BOTH ENDS WITH COMPUTER PRINTED SELF LAMINATING POLYESTER WIRE MAKERS (BRADY CORP. OR EQUAL) USING THE FINAL TYPICAL ID NAME: AWS 3G/GSM T1 LEC CCT# METALLIC CONDUIT OR TUBING FOR T1 LINES SHALL BE BONDED TO GROUND AT BOTH ENDS. THE OWNER WILL PERFORM TESTING AND ACCEPTANCE OF T1 LINES. TRANSIENT VOLTAGE SURGE SUPPRESSION (TVSS) 1. TVSS DEVICES FOR AC POWER AND RF COAX SHALL BE INSTALLED IN ALL EXISTING FACILITIES THAT ARE MISSING TVSS DEVICES OR HAVE UNSUITABLE TVSS DEVICES. 2. SURGE SUPPRESSION AND PROTECTION DEVICES SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE (NEC) ART 250, 280, AND CHAPTER 8, AS APPLICABLE. 3. EACH EXISTING AC POWER SERVICE DISCONNECT SHALL HAVE AN INTEGRATED COMMON MODE TVSS MODULE.. THE TVSS MODULE SHALL BE (FOR AWS SITES WITHOUT THE INTEGRATED CUTLER -HAMMER PANELBOARD) INNOVATIVE TECHNOLOGIES MODEL PTX160-1S101 (OR OWNER APPROVED EQUAL). 4. THE AC POWER COMMON MODE SURGE SUPPRESSO nT ONNECTED TO THE COMMERCIAL POWER INPUT SIDE OF THE MANUA�j�F r I,,,ft-e�"e'ror'. r Er co., Rre, � AR o� �� SSA 5 * 1 7aV11►��A1t111j11,�5;t� P S Ep 1 C NAL ti AGAPE CHURCH N w * * RF & ELECTRICAL NOTES NOKIA OUTDOOR EQUIPMENT R/CL SW 7at'0 APPY rr �� .7.F CC.1 JD! +naROr ORAfIHC IIun6E11 r-�01 3 4111 642239 LIT -021-12 SCALE IS BASED ON 22"x34' SIZE ELECTRICAL SPECIFICATIONS 1. DRAWING USE AND INTERPRETATION THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND EQUIPMENT UNLESS OTHERWISE DEFINED BY DIMENSIONS OR DETAILS. EXACT EQUIPMENT LOCATIONS AND RACEWAY ROUTING. ETC.. SHALL BE GOVERNED BY ACTUAL FIELD CONDITIONS AND/OR INSTRUCTIONS OF THE ENGINEER AND/OR OWNER'S REPRESENTATIVE, 2. COMPLETE SYSTEMS GENERAL; FURNISH AND INSTALL ALL MATERIALS AS REQUIRED FOR COMPLETE SYSTEMS. INCLUDING ALL PARTS OBVIOUSLY OR REASONABLY INCIDENTAL TO A COMPLETE INSTALLATION_ WHETHER SPECIFICALLY INDICATED OR NOT. ALL SYSTEMS SHALL BE COMPLETELY ASSEMBLED. TESTED, ADJUSTED AND DEMONSTRATED TO BE READY FOR OPERATION PRIOR TO OWNER'S ACCEPTANCE. 3. CODES AND REGULATIONS A. GENERAL: COMPLY WITH THE NATIONAL ELECTRIC CODE (NEC) AND ALL GOVERNING FEDERAL, STATE AND LOCAL LAWS. ORDINANCES, CODES. RULES AND REGULATIONS. WHERE THE CONTRACT DOCUMENTS EXCEED THESE REQUIREMENTS, THE CONTRACT DOCUMENTS SHALL GOVERN. IN NO CASE SHALL WORK BE INSTALLED CONTRARY TO OR BELOW MINIMUM APPLICABLE STANDARDS, B. ALL MATERIALS SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE APPLICABLE SECTIONS OF THE ATTACHED SPECIFICATIONS_ 4. REFERENCE STANDARDS ALL LATEST PUBLISHED STANDARDS OF THE FOLLOWING ASSOCIATIONS/ ORGANIZATIONS c SHALL BE FOLLOWED AND APPLIED WHERE APPLICABLE, AS MINIMUM REQUIREMENTS: 1. (ANSI) AMERICAN NATIONAL STANDARDS INSTITUTE E 2. (ASTM) AMERICAN SOCIETY FOR TESTING MATERIALS 3. (ETL) ELECTRICAL TESTING LABORATORY M 4. (ICER) INSULATED CABLE ENGINEERS ASSOCIATION 5. (IEEE) INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS 0 6. (NSFU) NATIONAL BOARD OF FIRE UNDERWRITERS 7. (NEMA) NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION M 8. (NESC) NATIONAL ELECTRICAL SAFETY CODE TSO.( (U )) NATIONAL FIRE UNDERWRITER'S PROTECTION LABORATORIES ASSOCIATION 5. INSPECTIONS A. GENERAL: DURING AND UPON COMPLETION OF THE WORK, ARRANGE AND PAY ALL ASSOCIATED INSPECTIONS OF ALL ELECTRICAL WORK INSTALLED UNDER THIS CONTRACT IN ACCORDANCE WITH THE CONDITIONS OF THE CONTRACT. B. INSPECTIONS REQUIRED: AS PER THE LAWS AND REGULATIONS OF THE LOCAL AND/OR STATE AGENCIES HAVING JURISDICTION AT THE PROJECT SITE o C. INSPECTION AGENCY: APPROVED BY THE LOCAL AND/OR STATE AGENCIES HAVING JURISDICTION AT THE PROJECT SITE. D. CERTIFICATES: SUBMIT ALL REQUIRED INSPECTION CERTIFICATES. 6. RACEWAY SYSTEMS a A. RACEWAY SIZING. AS REQUIRED BY THE NEC (MINIMUM) WITH OVERSIZED RACEWAYS AS INDICATED AND WHERE REQUIRED FOR EASE OF PULLING CABLE. MINIMUM CONDUIT a SIZE; 1/2 INCH, UNLESS INDICATED OTHERWISE. B. RACEWAY TYPES: RIGID GALVANIZED STEEL CONDUIT, ELECTRICAL METALLIC TUBING (EMT), FLEXIBLE STEEL CONDUIT, UQUIO-TIGHT FLEXIBLE STEEL CONDUIT AND SCHEDULE 40 HEAVYWALL AND SCHEDULE 80 EXTRA HEAVYWALL RIGID NON-METALLIC S (PVC) CONDUIT. CONFORM TO APPLICABLE ANSI, NEMA AND UL STANDARDS. c V r_ 3 v GEM INC. 2500 WILCREST, SUITE 100 HOUSTON, TEXAS 77042-2752 PHONE: (713) 339-1550 FAX: (713) 339-9993 SITE NUMBER. LIT -021 SITE NAME: AGAPE CHURCH 701 NAPA VALLEY DRIVE LITTLE ROCK, AR 72211 RACEWAY SYSTEMS - CONTINUED C. FITTINGS: ALL RACEWAY FITTINGS (EXCEPT FOR RIGID -NON-METALLIC CONDUIT) TO BE STEEL OR MALLEABLE IRON AND UL LISTED FOR THE INTENDED APPLICATION, EMT FITTINGS TO BE COMPRESSION TYPE. D. PULL AND JUNCTION BOXES. AND WIREWAYS: USE AS INDICATED AND REQUIRED_ JUNCTION AND PULL BOXES FOR GENERAL INDOOR USE (DRY LOCATIONS) TO BE OF GALVANIZED CODE GAUGE STEEL CONSTRUCTION, MINIMUM d' SQUARE BY 1-1/2" DEEP, WITH SCREW -ON COVERS. WIREWAYS TO BE UL LISTED. SHEET STEEL CONSTRUCTION WITH SCREW -ON COVERS, FOR EXTERIOR AND DAMP OR WET INDOOR LOCATIONS. USE BOXES AND WIREWAYS APPROVED FOR SUCH USE. 7. WIRE CONDUCTORS - 600 VOLT AND BELOW A. GENERAL: SINGLE CONDUCTOR, 98% CONDUCTIVITY, ANNEALED, UNCOATED COPPER CONDUCTORS WITH 600 VOLT RATED TYPE THHN/THWN INSULATION. B. CONNECTORS: NYLON SHELL INSULATED METALLIC SCREW -ON CONNECTORS FOR #14-10 AWG, AND BOLTED PRESSURE OR COMPRESSION TYPE LUGS AND CONNECTORS WITH INSULATING COVERS FOR X18 AWG AND LARGER. C. MINIMUM CONDUCTOR SIZE: ALL BRANCH CIRCUIT WIRING SHALL BE MINIMUM #12 AWG. ALL CONTROL CIRCUIT WIRING SHALL BE MINIMUM #14 AWG. UNLESS INDICATED OTHERWISE, PROVIDE LARGER SIZES AS INDICATED OR REQUIRED. D. TERMINATIONS: FURNISH AND INSTALL TERMINATIONS INCLUDING LUGS, IF NECESSARY, TO MAKE ALL ELECTRICAL CONNECTIONS INDICATED OR CONDUCTORS REQUIRED. MAKE CONNECTIONS AND TERMINATIONS FOR ALL STRANDED AWG TERMINATORS, USING CLAMP NCLOSE ALLSTRAN SR OFOSTRANDED OCONDUCTORS N CONNECTORS AND LUGS. 8. HANGERS AND SUPPORTS A. MATERIALS ALL HANGERS, SUPPORTS, FASTENERS AND HARDWARE SHALL BE ZINC COATED OR OF EQUIVALENT CORROSION RESISTANCE BY TREATMENT RESISTANCE BY OR INHERENT PROPERTY. AND SHALL BE OF EQUIVALENT CORROSION MANUFACTURETREATMENT INHERENT OR BE D PRODUCTSDESIGNEDFOR 7HEPAPPLICATIONS. PRODUCTS FOR OUTDOOR USE SHALL BE HOT DIP GALVANIZED. B. TYPES: HANGERS, STRAPS, RISER SUPPORTS, CLAMPS, U -CHANNEL, THREADED RODS, ETC. AS INDICATED OR REQUIRED, 9. ENCLOSURES A WET LOCATION OR OUTDOOR - NEMA 3R 10. HOLES, SLEEVES AND OPENINGS A. ALL CONDUIT STUB UP LOCATIONS MUST COORDINATE WITH THE EQUIPMENT LOCATION, 11. ELECTRIC SERVICE A. GENERAL: COMPLY WITH AND COORDINATE ALL REQUIREMENTS OF THE UTILITY COMPANY. B. SHORT CIRCUIT RATINGS: PROVIDE EQUIPMENT WITH HIGHER FAULT CURRENT RATINGS AS NEEDED TO MATCH AVAILABLE FAULT CURRENT. 12. TELEPHONE SERVICE A. GENERAL: INSTALLATION SHALL BE IN ACCORDANCE WITH TELEPHONE UTILITY COMPANY'S RULES AND REGULATIONS. 13. GROUNDING SYSTEM A. INSTALLATION: INSTALL AS INDICATED ON THE DRAWINGS AND AS REQUIRED: I. BOND ALL METAL WAVEGUIDE SUPPORT CHANNELS. 14. CHECKOUT, TESTING AND ADJUSTING A. CORRECTION/REPLACEMENT: AFTER TESTING BY CONTRACTOR, OWNER OR ENGINEER, CORRECT ANY DEFICIENCIES AND REPLACE MATERIALS AND EQUIPMENT SHOWN TO BE DEFECTIVE OR UNABLE TO PERFORM AT DESIGN OR RATED CAPACITY, B. POWER CONDUCTORS: CONTRACTOR SHALL CONDUCT A CONTINUITY & INSULATION TEST ON CONDUCTORS BETWEEN SERVICE DISCONNECT SWITCH & POWER CABINET. � AT&T AT&T WIRELESS SERVICES, INC. 900 SWTH SFuP LET`Q fl. SURE dM LITTLE RMN, All 72211 • I +ssgI Fm COSNTRKZ" /2 '0/03 ISSOEO FOR REmEE DATE REVISIONS !! SNOINI 0111_10- LAS STRUCTURAL NOTES A. GENERAL 1) DESIGNS OF ANTENNA, COAX -CABLE, EQUIPMENT INSTALLATIONS COMPLY WITH NECS CRITERIA & ASCE MANUAL 52 & 74. THE BASIC WIND SPEED FOR DESIGN IS 70 MPH. ICE THICKNESS IS 1/4 INCH. 2) THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS &EXISTING CONDITIONS AND NOTIFY THE OWNER OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIALS OR PROCEEDING WITH CONSTRUCTION. ENGINEER/ ARCHITECT'S APPROVAL IS REQUIRED FOR ANY CHANGES TO THE DESIGN. 3) THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION AND SHALL PERFORM ALL WORK IN ACCORDANCE WITH OSHA SAFETY REQUIREMENTS. B. STEEL 1) STRUCTURAL STEEL FABRICATION, ERECTION AND CONNECTION DESIGN SHALL CONFORM TO THE LATEST EDITION OF THE AISC ASD SPECIFICATION. 2) STRUCTURAL STEEL PIPES SHALL STRUCTURAL STEEL PLATES AND SHAPES SHALL CONFORM TO ASTM A36. ALL STRUCTURAL STEEL ASTM A5 B COMPONENTS ANRF6A8RIGgT 0 ASSEMBLIES SHALL BE HOT DIP GALVANIZED AFTER FABRICATION- 3) ALL THREADED STRUCTURAL FASTENERS FOR ANTENNA SUPPORT ASSEMBLIES SHALL CONFORM TO S OR ASTM AND WASHERS SHALL BE7GALVANIZED UNLESS OTHERWISE NO a O FASTENERS NUTS CO CRETE EXPANSION ANCHORS SHALL BE HILTI KWIK BOLTS UNLESS OTHERWISE NOTED. 4) WELDING SHALL BE IN ACCORDANCE WITH AMERICAN WELDING SOCIETY (AWS) 0.1.1-92. STRUCTURAL WELDING CODE -STEEL WELD ELECTRONICS SHALL BE E70XX. C. CONCRETE 1) ALL CONCRETE CONSTRUCTION SHALL 13E PER ACI 318 AND ACI 301 LATEST EDITIONS. 2) ALL CONCRETE SHALL ATTAIN THE FOLLOWING 28 DAY COMPRESSIVE STRENGTHS OF MINIMUM 3,000 PSI. 3) REINFORCING STEEL SHALL CONFORM TO A615-GR60. 4) REINFORCEMENT PROTECTION TYPICAL U,N.O CONCRETE PLACED AGAINST EARTH CONCRETE PLACED IN FORMS BUT EXPOSED TO WEATHER OR3EARTH: (0) BARS 15 AND SMALLER 1 1/2- (0) BARS LARGER THAN J5 2- 5) NO SPLICES OF REINFORCEMENT PERMITTED EXCEPT AS DETAILED OR AUTHORIZED. DETAIL BARS IN ACCORDANCE WITH -ACI DETAILING MANUAL - 1994'. PUBLICATION SP -66 AND 'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", ACI 318-95. D. FOUNDATION AND EARTHWORK 1) FOUNDATIONS ARE DESIGNED TO BEAR ON ENGINEERED FILL OR NATURAL SOIL WITH A CAPACITY OF 2,000 PSF. THIS VALUE IS TO BE VERIFIED IN THE FIELD BY A QUALIFIED INSPECTOR OR TESTING AGENCY. 2) ALL EXCAVATION ON WHICH CONCRETE IS TO BE PLACED SHALL BE SUBSTANTIALLY HORIZONTAL OR UNDISTURBED AND UNFROZEN SOIL AND BE FREE FROM LOOSE MATERIAL AND EXCESS GROUNDWATER, DEWATERING FOR EXCESS GROUNDWATER SHALL BE PROMDED IF REQUIRED. 3) CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC MATERIAL. IF SOUND SOIL IS NOT REACHED AT THE DESIGNATED EXCAVATION DEPTH. THE UNSATISFACTORY SOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND EITHER BE REPLACED MECHANICALLY COMPACTED GRANULAR T pF1(r�p, EXCAVATION BE FILLED WITH CONCRETE OF THE I� THE FOUNDATION. _470 ►V�TC&WIED FOR slATE - ' AIRHSAS �pRFs ED ■ F £ If !4 JT/CL sw 41ft 1F/CL Sw m AGAPE CHURCH ELECTRICAL & STRUCTURAL NOTES NOKIA OUTDOOR EQUIPMENT 642239 1 11T -n- 1 tn