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HomeMy WebLinkAboutZ-7019-A Map 1M TOWER - WEST ELEVATION V21,11) 2.01 SCALE: 1/16" = I -O LIGHTNING ROD EXISTING LIGHT POLE GPS ANTENNA 8' HIGH OPAQUE WOOD PRIVACY FENCE AND GATE EXISTING ASPHALT PARKING allsoll" f w IRTER & �RGE55 D Py p em. it. iV-JY j SETT :P:I I_i',_{"i' .1 r?:a' :r`''r_'J Sj i F PLAIN V(y?!,�`S T Iii .''i_., .:.1`1. -7L/)tei -A (2 PER SIDE) 2" CALIPER TREES WITH MATURATY GROWTH HEIGHT OF 20 MIN., IE WILLOW OAK, AMERICAN HOLLY OR MAPLE TREES. EVERGREEN SHRUBS- 30" IN HEIGHT SPACED 30" OC (BURFORD HOLLY OR NEEDLE POINT HOLLY) 8 16 24 LLJ��� GRAPHIC SCALE: 1/16" = 1'--0" CarternBurgess CARTER. BURwas, Mo. 777 MAIN ST. SUITE 1700 FORT WORTH, TEXAS 78102 (817) 347-5300 CASCADE NCk L MXCO78 C&B JOB NUMBER: I 0108OZ121 !I DATE ISSUED: 04/19/01 ISSUE FOR PERMIT ISSUESAEVISIONS: A: 1550E FOR REVIEW 03/;l LO 8: ISSUE FOR ZONING 03/30/OT C' TS5uE FOR ZONING 04/15/01 D: ISSUE FOR PERMIT 04/19/01 Z: ISSUE FOR PERMIT 04/30/01 SHEET CONTENTS: SITE ELEVATIONS SHEET NUMBER: S2.01 Ri P I rt � 1 FUTURE CO -LOCATE r SPACE I� L — — , 3 Eel 1 LANDCAPE PLAN 53.01 SCALE:1 $ = 1 O 0 20 40 s0 GRAPHIC SCALE: i = 20'-0' CartersBurgess OARR3&9XK W M. 777 MAIN ST. SUITE 1700 FORT WORTH, TEXAS 76102 (517) 347-5300 CASCADE 140'. L R13XCO78 O Z^ �Q c�l a 00 in 0 0U)w m rn_j 0 00J C&B JOB NUMBER: 010802.121 DATE ISIUED: 04/19/01 ISSUE FOR PERMIT ISSUES/REVISIONS: A: ISSUE FOR REVIEW 03/21/0_ Q: ISSUE FOR PERMIT 04/19/0' E: IS FOR PERMIT Od LD O SHEET CONTENTS: LANDSCAPE PLAN SHEET NUMBER: S3.01 NOTES BY SYMBOL " 1. NEW RETAINING WALL 2. EVERGREEN SHRUBS- 30' IN HEIGHT SPACED 30" OC (BURFORD HOLLY OR NEEDLE POINT HOLLY) i � x 3. NEW 8' HIGH OPAQUE WOOD PRIVACY FENCE RE: 52.01 r f 4. (2 PER SIDE) 2' CALIPER TREES WITH MATURITY GROWTH 14DGHT I OF 20' MIN.. IE WILLOW OAK, AMERICAN HOLLY OR MAPLE TREES. x 5. EXISTING WOOD FENCE I6. EXISTING SHRUB Cy+ieat+++.* 7. EXISTING DUMPSTERS ��� ! O r A�T +++i CARTER $ D x BURGESS > 0G No. 68 I w � ■ • x o I Ia lot Noun x No. 5750 x� Z IEA r T xw i I i � x i I x i I i x ; I x I Ii rj X f Ii i x 1 0 20 40 s0 GRAPHIC SCALE: i = 20'-0' CartersBurgess OARR3&9XK W M. 777 MAIN ST. SUITE 1700 FORT WORTH, TEXAS 76102 (517) 347-5300 CASCADE 140'. L R13XCO78 O Z^ �Q c�l a 00 in 0 0U)w m rn_j 0 00J C&B JOB NUMBER: 010802.121 DATE ISIUED: 04/19/01 ISSUE FOR PERMIT ISSUES/REVISIONS: A: ISSUE FOR REVIEW 03/21/0_ Q: ISSUE FOR PERMIT 04/19/0' E: IS FOR PERMIT Od LD O SHEET CONTENTS: LANDSCAPE PLAN SHEET NUMBER: S3.01 ALL 1-800-482-8998 THREE DAYS BEFORE ANY DIGGING xci ngular TM WIRELESS BOWMAN STATION 809 S. BOWMAN LITTLE ROCK, AR 72211 CO -LOCATE 121'MONOPOLE TOWER SITE DIRECTIONS FROM INTERSTATE 430 IN LITTLE ROCK, AR, TAKE 1-430 EXIT X16 AND GO WEST ON FINANCIAL CENTRE PARKWAY (A.K.A. CHENAL PARKWAY) 0.9 MILES TO THE INTERSECTION WITH CHENAL PARKWAY AND BOWMAN ROAD. TURN SOUTH (LEFT) ONTO S. BOWMAN ROAD AND CONTINUE 0.10 MILES TO THE INTERSECTION OF S. BOWMAN AND HERMITAGE ROAD. TURN EAST (LEFT) ONTO HERMITAGE ROAD AND TRAVEL 0.1 MILE TO THE SITE THAT IS ADJACENT TO AND ON THE SOUTH SIDE OF HERMITAGE ROAD. PROJECT DIRECTORY PROJECT NANCY MAY MANAGER: 4215 S. SHACKELFORD SUITE E LITTLE ROCK. AR 72204 (501) 416-7743 PHONE PROJECT HOPE ENGINEERS ENGINEER: 203 LILLIAN STREET BENTON. ARKANSAS 72015 (501) 315-0786 PHONE (501) 315-0700 FAX LAND SURVEYOR: HOPE ENGINEERS 203 LILLIAN STREET BENTON. ARKANSAS 72015 M1) 315-0786 PHONE 1) 315-0700 FAX PROJECT SUMMARY SITE NAME: BOWMAN STATION 911 ADDRESS: 809 S. BOWMAN LITTLE ROCK, AR 72211 TOWER OWNER: SPRINT SPECTRUM L.T. LAND OWNER: N/A ELECTRIC CO: ENTERGY 501) 372-3900 TELEPHONE CO: SOUTHWESTERN BELL TELEPHONE ]OB Ar: 800-270-3850 GENERAL INFO.: NORTH LATTITUDE - 34-44-44.4 0 WEST LONGMJDE - 92-24-20.6 ELEVATION - 471' f[GROUND) M= 1929 TOWER HEIGHT - 121 DRAWING LIST: T7 TITLE SHEET (DRAWING LIST. PROJECT INFORMATION) CIVIL DRAWINGS C1 SURVEY C2 PROPOSED SITE PLAN C3 ELEVATION AND ANTENNA ORIENTATION PLAN ELECTRICAL DRAWINGS E1 POWER AND TELCO PLAN & EQUIPMENT GROUNDING PLAN E2 ELECTRICAL AND GROUNDING DETAILS E3 COAXIAL ICE BRIDGE DETAILS STRUCTURAL DRAWINGS S7 MICROCELL RACK CONTRACTOR NOTES GN1 GENERAL NOTES APr'--- P0VPD A %4iA 3 i r^nTIVF- Sy Pl t it + 3Fv�i:il�ian� �33ff tJiJ f';urt� 01'I �'i"t= Permit. F1.,�--�e. PPROVED SII PL -AN VOIDS L1 10 i i'Si Jio 1. DESCRIPTION HOPE ENGINEERS 203 Lillian Street Benton, Arkansas 72015 (501) 315-0786 Fag: (501) 315-0700 www.hopeengineers.com FOR Xangular Im WIRELESS Cingular Wireless 4215 South Shackelford Suite E Little Rock, AR 72204 TITLE SHEET BOWMAN STATION SITE # SA -2299 DRAWINGS TO SCALE ON 11 x 17 ONLY + 0I�ST AN D;% N. 10 ARKANSAS REGISTERED PROFESSIONAL ENGbNEER./f No. 1975 Ad 'f1' - ? DRAWN BY: DATE: DAP 02/04/2002 CHECKED BY: DATE: oe-ii-� SCALE. NONE SHEET: 1 OF 9 ]OB Ar: REV. PAGE: 02-017 0 T-1 NOTE: TOP OF ICE BRIDGE TO BE EVEN WITH THE TOP OF HANDRAILS ON ELEVATED EQUIP PLATFORM. ICE BRIDGE POST TO BE NO HIGHER THAN THE TOP OF EXISTING FENCE. TOP OF EXISTING FENCE APPROX. 8'-6" REMOVE EXISTING GATES ® 11 , INSTALL NEW 6' GATE (SWING OUT OF COMPOUND) AND FENCE TO MATCH EXISTING. 11 �� --8.68' 16 <j EXISTING 121' MONOPOLE TOWER, 3 � s 5 2 TOWER FOUNDATION e GROUND RING FOR TOWER. HOPE EXISTING SITE COMPOUND ENGINEERS EXISTING SITE GROUND RING 203 Lillian Street Benton, Arkansas 72015 6 NEW CINGULAR EQUIPMENT SEE (501) 315-0766 Fag: (501) 315-0700 SHEET S1 FOR ADDITIONAL INFORMATION. www.hopeengineers.com 7 EQUIPMENT GROUND RING SEE FOR PAGE E-2 FOR ADDITIONAL INFORMATION. TM ICE BRIDGE SEE Xcingular PAGE E-3 FOR ADDITIONAL INFORMATION. $ WIRELESS C9 EXISTING MULTI TENANT METER RACK Cingular Wireless 4215 South Shackelford 10 EXISTING FENCE UNE Suite E rt'r�4 Little Rock, AR 72204 1 1 NEW 6' GATE NOTE: REMOVE EXISTING GATES 8 INSTALL NEW GATE do FENCE SECTION PROPOSED SITE PLAN <6> 2 EXISTING GATE DETAILS <a> 3 EXISTING ELEVATED EQUIPMENT do PLATFORM BOWMAN STATION SITE # 14EXISTING UTILITY RACKSA-2299 <8> EXISTING TELEPHONE RISER DRAWINGS TO SCALE l6 EXISTING LIGHT POLE � ON 11 x 17 ONLY 13 17 C.L. INGRESS do EGRESS EASEMENT — — l00,05 ADZ �R ARKANSAS REGISTERED 1 t PROFESSION 3 � EN EE+i 8 4 0 8 No. 1975 i} 00 F�rir��I 2 LINE LEGEND DxnwH BY: DATE - Proposed Boundary Line DAP 02 04 2002 Fence Line CHECKED -My: DATE: �T — Parent Tract Line — Easement Lme SCAU' —Center Line AS NOTED SHEET -3 OF g —*ff/a+P-- — Overhead Telco/Overhead Power JOB I: REV. U_ AGF: — — — — Grounding Line 02-017 0 C-2 4>__ 14 �� 16 <j EXISTING 121' MONOPOLE TOWER, 3 � s 5 2 TOWER FOUNDATION e GROUND RING FOR TOWER. HOPE EXISTING SITE COMPOUND ENGINEERS EXISTING SITE GROUND RING 203 Lillian Street Benton, Arkansas 72015 6 NEW CINGULAR EQUIPMENT SEE (501) 315-0766 Fag: (501) 315-0700 SHEET S1 FOR ADDITIONAL INFORMATION. www.hopeengineers.com 7 EQUIPMENT GROUND RING SEE FOR PAGE E-2 FOR ADDITIONAL INFORMATION. TM ICE BRIDGE SEE Xcingular PAGE E-3 FOR ADDITIONAL INFORMATION. $ WIRELESS C9 EXISTING MULTI TENANT METER RACK Cingular Wireless 4215 South Shackelford 10 EXISTING FENCE UNE Suite E rt'r�4 Little Rock, AR 72204 1 1 NEW 6' GATE NOTE: REMOVE EXISTING GATES 8 INSTALL NEW GATE do FENCE SECTION PROPOSED SITE PLAN <6> 2 EXISTING GATE DETAILS <a> 3 EXISTING ELEVATED EQUIPMENT do PLATFORM BOWMAN STATION SITE # 14EXISTING UTILITY RACKSA-2299 <8> EXISTING TELEPHONE RISER DRAWINGS TO SCALE l6 EXISTING LIGHT POLE � ON 11 x 17 ONLY 13 17 C.L. INGRESS do EGRESS EASEMENT — — l00,05 ADZ �R ARKANSAS REGISTERED 1 t PROFESSION 3 � EN EE+i 8 4 0 8 No. 1975 i} 00 F�rir��I 2 LINE LEGEND DxnwH BY: DATE - Proposed Boundary Line DAP 02 04 2002 Fence Line CHECKED -My: DATE: �T — Parent Tract Line — Easement Lme SCAU' —Center Line AS NOTED SHEET -3 OF g —*ff/a+P-- — Overhead Telco/Overhead Power JOB I: REV. U_ AGF: — — — — Grounding Line 02-017 0 C-2 TOP OF TOWER — 121.0' Bowman Station Typical Platform Face RxO Tx Rx] N Designations are the same for all faces as viewed from the rear The three faces to be set at 10,130 & 250 degrees off true north 3 degrees downtilt on all altennas NEW ICE BRIDGE NEW CINGULAR EQUIPMENT — EXISTING WOOD FENCE `�, TOWER ELEVATION GRADE LEVEL EXISTING EQUIPMENT LIGHTNING ROD In Q z z w z a Q z z w F�— z Q a J C7 _z U z LL O z_ O QL 0 ►-A w O t -- LL_ O CL O 0 r - N 0 O C� z z I— O J L� O CL O HOPE ENGINEERS 203 Lillian Street Benton, Arkansas 72015 (501) 315--0786 Fag. (501) 315-0700 wlvlv.hope engineers.com FOR Xcingular TU WIRELESS Cingular Wireless 4215 South Shackelford Suite E Little Rock, AR 72204 TOWER ELEVATION BOWMAN STATION SITE # SA -2299 DRAWINGS TO SCALE ON 11 x 17 ONLY I '�gTA�L01s'�+ 10 ARKANSAS REGISTERED PROFESSIONAL ENGINEW, t No. 1975 z DRAWN BY: GINOULAK DAP ANTENNAIMOUNT TYPEICABLE SCHEI3ULE 1 ALPHA 2 BETA 3(r3AMKPQ 4ZIMl1TH 10 130 250 ABLE SIZF 7t8 773 7/8 ES 3 3 3 AOUNT TYPE Plalform Platform Platform k ENNATYPE Panel Panel Panel RAD CENTER 120' 120' tea IRA MFG EMS EMS EMS kNTENNA MODEL Fveo-12-0ODA2 FV90-12-0DDA2 1 FV90-12400Q NITENNAS 3 3 3 ECH DOWN TILT 3 3 1 3 Typical Platform Face RxO Tx Rx] N Designations are the same for all faces as viewed from the rear The three faces to be set at 10,130 & 250 degrees off true north 3 degrees downtilt on all altennas NEW ICE BRIDGE NEW CINGULAR EQUIPMENT — EXISTING WOOD FENCE `�, TOWER ELEVATION GRADE LEVEL EXISTING EQUIPMENT LIGHTNING ROD In Q z z w z a Q z z w F�— z Q a J C7 _z U z LL O z_ O QL 0 ►-A w O t -- LL_ O CL O 0 r - N 0 O C� z z I— O J L� O CL O HOPE ENGINEERS 203 Lillian Street Benton, Arkansas 72015 (501) 315--0786 Fag. (501) 315-0700 wlvlv.hope engineers.com FOR Xcingular TU WIRELESS Cingular Wireless 4215 South Shackelford Suite E Little Rock, AR 72204 TOWER ELEVATION BOWMAN STATION SITE # SA -2299 DRAWINGS TO SCALE ON 11 x 17 ONLY I '�gTA�L01s'�+ 10 ARKANSAS REGISTERED PROFESSIONAL ENGINEW, t No. 1975 z DRAWN BY: DATE: DAP 02/04/2002 CHECKED BY: DATE: 9 'L- i%-'�a ')- SCALE: NONE SHEET: 4 OF 9 JOB /: REV. PACE: 02-017 0 C-3 GROUNDING LEGEND SYMBOL DESCRIPTION ® GROUND ROD WITH ACCESS ® GROUND ROD 8'-0" z 5/8"0 COPPER (8-0" MIN.) ® INSPECTION WELL E EXOTHERMIC TYPE CONNECTION (CADWELD) COMPRESSION TYPE CONNECTION (2 HOLE LUG) LONG BARREL LUGS OR DOUBLE CRIMP "C" CLAMPS. PIGTAILS METER BASE J2 AWG, TINNED, SOLID BARE COPPER WIRE DISCONNECT PANEL /2/0 AWG, STRANDED BARE COPPER WIRE 2 AWG. INSULATED STRANDED BCW ELECTRICAL SYMBOLS NOTE: WHILE RUNNING POWER do TELCO WATCH OUT FOR EXISTING TENANTS GROUNDING SYSTEMS 1 �-_ T T T T T T O (1) PIGTAILS TO EACH EQUIPMENT RACK FRAME END OO (1) PIGTAILS TO HOFFMAN BOX (TELCO) OO (2) PIGTAILS TO ICEBRIDGE FROM GROUND RING (1) PIGTAILS TO EACH ICE BRIDGE LEG(S) OO (2) PIGTAILS TO BUSS BAR ON TOWER © (1) PIGTAILS TO BUS BAR ON EQUIPMENT RACK Q (2) PIGTAILS TO NEAREST FENCE POST PROJECT GENERAL NOTES 1. ALL PIGTAILS TO BE OF SUFFICIENT LENGTH TO REACH ITEM OR AREA INDICATED 2. CADWELD ALL JOINTS AND JUNCTURES 3. REFER TO ELECTRICAL & GROUNDING SECTIONS OF GENERAL NOTES FOR FURTHER DETAILS 4. POWER & TELCO TO BE RUN IN SEPERATE PARALLELL TRENCHES GROUNDING TEST 1. PERFORM CLAMP—ON METHOD TEST TO DETERMINE READINGS FOR THE EXISTING GROUND SYSTEM. 2. AFTER NEW GROUND SYSTEM IS INSTALLED AND BEFORE IT IS ATTACHED TO EXISTING GROUND SYSTEM. TEST NEW SYSTEM FOR READINGS 3. AFTER CONNECTING NEW SYSTEM TO EXISTING. MAKE FINAL TEST TO DETERMINE OVERALL READINGS 4. GROUNDING SYSTEM SHALL BE 5—OHMS OR LESS DESCRIPTION HOPE ENGINEERS 203 Lillian Street Benton, Arkansas 72015 (501) 315-0766 Far: (501) 315-0700 www.hopeengineers.com FOR XcingularTm Cingular Wireless 4215 South Shackelford Suite E Little Rock, AR 72204 POWER & TELCO & GROUNDING PLAN BOWMAN STATION SITE # SA -2299 DRAWINGS TO SCALE ON 11 x 17 ONLY 0�rSZ 3�� 10 ARKAN SAS REGISTERED PROFESSIONAL ENGMER,/f No. 1975 of �&z 2 // 0 DRAWH 8Y: I DATE: DAP 02/04/2002 CHECKED 8T: DATE: ,-)Aa I -11-2b0,9", AS NOTED SDR 1- 02-017 SHEET: 5 OF 9 0 1 E-1 POWER SERVICE RUN OHP OVERHEAD POWER UNDERGROUND POWER TELELPHONE SERVICE RUN OHT OVERHEAD TELEPHONE UNDERGROUND TELEPHONE METER BASE `21 DISCONNECT PANEL NOTE: WHILE RUNNING POWER do TELCO WATCH OUT FOR EXISTING TENANTS GROUNDING SYSTEMS 1 �-_ T T T T T T O (1) PIGTAILS TO EACH EQUIPMENT RACK FRAME END OO (1) PIGTAILS TO HOFFMAN BOX (TELCO) OO (2) PIGTAILS TO ICEBRIDGE FROM GROUND RING (1) PIGTAILS TO EACH ICE BRIDGE LEG(S) OO (2) PIGTAILS TO BUSS BAR ON TOWER © (1) PIGTAILS TO BUS BAR ON EQUIPMENT RACK Q (2) PIGTAILS TO NEAREST FENCE POST PROJECT GENERAL NOTES 1. ALL PIGTAILS TO BE OF SUFFICIENT LENGTH TO REACH ITEM OR AREA INDICATED 2. CADWELD ALL JOINTS AND JUNCTURES 3. REFER TO ELECTRICAL & GROUNDING SECTIONS OF GENERAL NOTES FOR FURTHER DETAILS 4. POWER & TELCO TO BE RUN IN SEPERATE PARALLELL TRENCHES GROUNDING TEST 1. PERFORM CLAMP—ON METHOD TEST TO DETERMINE READINGS FOR THE EXISTING GROUND SYSTEM. 2. AFTER NEW GROUND SYSTEM IS INSTALLED AND BEFORE IT IS ATTACHED TO EXISTING GROUND SYSTEM. TEST NEW SYSTEM FOR READINGS 3. AFTER CONNECTING NEW SYSTEM TO EXISTING. MAKE FINAL TEST TO DETERMINE OVERALL READINGS 4. GROUNDING SYSTEM SHALL BE 5—OHMS OR LESS DESCRIPTION HOPE ENGINEERS 203 Lillian Street Benton, Arkansas 72015 (501) 315-0766 Far: (501) 315-0700 www.hopeengineers.com FOR XcingularTm Cingular Wireless 4215 South Shackelford Suite E Little Rock, AR 72204 POWER & TELCO & GROUNDING PLAN BOWMAN STATION SITE # SA -2299 DRAWINGS TO SCALE ON 11 x 17 ONLY 0�rSZ 3�� 10 ARKAN SAS REGISTERED PROFESSIONAL ENGMER,/f No. 1975 of �&z 2 // 0 DRAWH 8Y: I DATE: DAP 02/04/2002 CHECKED 8T: DATE: ,-)Aa I -11-2b0,9", AS NOTED SDR 1- 02-017 SHEET: 5 OF 9 0 1 E-1 REV.1 DESCRIPTION DATE BY I 2 3 4 5 NOTES: ADWELD CONNECTOR s COAX CABLE GROUND KIT. ALL MECHANICAL CONNECTIONS ARE TO BE US BAR INSTALL BEFORE BEND (TYP) B COATED WITH A NON—OXIDIZING AGENT ���� FROM ANTENNA 12' juMPER ANTENNA ABLE ANTENNA COAX CABLES 1 5/8" (TYP) (TYP (QTY 1) GCOAX CAHOPE BLE NOT REQUIRED FOR TDMA EQUIPMENT 1-58" ANTENNA COAX CABLE (TYP)ENGINEERS TO EQUIPMENT COAX CABLE GROUND KIT (TYP) #2 GREEN STRANDED FROM 203 Lillian Street TOP BAR TO BOTTOM BUS ° eoosooeoe o INSTALL ABOVE HOISTING GRIPS 6" MIN (TYP) BAR. MECH CONNECTION o a ° e e o e o o e o e o ° CADWELD CONNECTION (TYP) Benton, Arkansas 72015 NOTE: SITES W/ COAX RUN OF 250' OR LONGER REQUIRE CENTER GROUND BAR WITH SUFFICIENT SPARE (501) 315-0786 Fag: (501) 315-0700 MOUNTED BUS BARS -COAX CABLE ATTACH GRD BAR NEAR BOTTOM DOUBLE HOLES FOR (3) FUTURE TO EQUIPMENT GROUND KIT (TYP) INSTALL ABOVE OF WAVE GUIDE LADDER ANTENNA CABLE CONNECTIQNS ►T�FTF.hopeenglneers.com ATTACH GRD BAR TO HOISTING GRIPS PRIOR TO CABLE BEND }TS# OB-0420—FT TO BE SUPPLED TOW MDHLBELOWING ANTENNABRACKET BY CONTRACTOR FOR e e o o e o e e o #2 AWG, TINNED SOLID BARE COPPER WIRE (TYP EA END OF BAR) #2 GREEN STRANDED FROM TOP BAR GROUND BAR WITH SUFFICIENT SPARE ENCLOSED IN 3\4" SEAL TIGHT WITH TO GROUND RING (TYP 2 PLACES) Xcingular iTM DOUBLE HOLES FOR (3) FUTURE SILICON OVER HOLE TO BOTTOM BUS BAR. MECH CONNECTION ANTENNA CABLE CONNECTIONS MTS# GB -0420 -IT TO BE SUPPLIED 4 GROUND BUS BAR DETAIL NEAR TOWER BASE 1 GROUND BUS BAR DETAILATANTENNA BY CONTRACTOR WIRELESS E2 NO SCALE E2 NO SCALE Cingular Wireless 4215 South Shackelford Suite E Little Rock, AR 72204 S.S NUT 8' TRENCH MIN TYP S.S LOCK WASHER BURNDY GROUND LUG 24" TRENCH MAX TMP ELECTRICAL AND SEE TABLE FOR SIZE INSTALL KOPR^SHIELD AND i10DEL CLEAR HEAT SHRINK �D�D C `�C PRIOR TO BOLIRHG (TYP GROUND CONNECTOR �n 4---s7fln _ ------ _ GROUNDING DETAILS UNDISTURBED BOWMAN STATION BURGANDY BAT750 HYDRAULIC BAR CRIMPER CRIMPER OR EQUIV. 4 n S.S. LOCK WASHER y -___ - SITE # S.S. BOLT�To Q BACKFILL (SAND OR NATIVE SOIL) _ PER EARTHWORK SPECIFICATION SA -2299 ��nTrc. I I I l t GROUND LUG DETAIL3. KOPER,SHIELD, ANTIOX,OR NO -OX OR EQUIVALNT IS TO BE PLACED E2 HO SCALE NO SCALE WHERE ALL DISSIMIUAR METALS CONNECT. I I ATE O� FINISHED GRADE REMOVABLE COVER, COVER SHALL y`} ARKANSAS ; BE REMOVABLE BY HAND (NO IRRIGATION PLUGS) + 4" OF s57 CLEAN ,• GRAVEL FINISHED GRADE g $� t REGISTERED 4 Z op oDC PROFESSION n 2 � � 1 P I w i° 8'-0"MIN. 12•-0"MAx. SEPARATION I f EXOTHERMICALLY N No. 1975 f `/ WELD TO GROUND c r 1 t,_ x ev ROD. (CADWELD TYP.) 6" x 3'-0" MIN. PVC OR CLAY PIPE r , r,� 0 w Lr�� rY�7 OR 6" BELOW FROST 12" TEST LOOP !� � W 1� /2 AWG, TINNED SOLID, 11 UNE, WHICHEVER BURIED GROUND RING IS DEEPER T DRAWN 8Y: QA 3" OF CRUSHED GRAVEL BELOW pqp 02/04/2002' #2 AWG TINNED SOLID BCW GROUND ROD COPPER -CLAD STEEL WELD. WELD SHALL RETRAIN VISIBLE BURIED GROUND RING 5/8-0 x e' MIN. (TYP.) 1' WIDE SLOT FOR GROUND WIRE, CHECKED 8Y: DATE: EXTEND 1" ABOVE GROUND RING 6 GROUND INSPECTION TEST WELL SCALE: a GROUND RING DETAIL E2 NO SCALE NO SCALE NONE SHEEP: 6 OF g JOB /: REV. PAGE: 02-017 0 E-2 WIRE SIZE BURNDY LUG BOLT SIZE ,,'ALL HARDWARE BOLTS, NUTS, LOCK WASHERS, SHALL BE STAINLESS STEEL CONNECTIONS Sl(ALL BE BOLT, LOCK WASHER. BUSS PAR. I. LOCK WASHER, NUT IN THAT ORDER. 2, CONNECTIONS TO STEEL SHALL HAVE A THOMAS do BETTIS IDTW DRAGON TOOTH TRANSITION WASHER BETWEEN THE LUG AND THE STEEL. CONNECTIONS SHALL BE BOLT, LOCK. WASHER STEEL. DRAGON TOOTH WASHER, LUG. LOCK WASHER ,� ,.,.. nenm k I I ` UIIu1T awlcnueu 1wrc pyC ELECTRICAL t TELCO CONDUIT WHERE APPLICABLE (PVC SIZING AS REO`D pp1 CABLE SIM STEEL RISS STANDARD , FI FrTrrELEPHONE BURIED CONDUIT DETAIL DRAWINGS 0 N 1 1 x TO 1 7 SCALE ONLY 650L/6STR YA26C-2TC14E1 3/8" - 16NC S 3 BOLT 250E/25TR YAZ3C-2TC38 3/8" - 16NC S 3 BOLT 2SOL/2STR YAZ3C-2TC38 3/8" - 16NC S 3 BOLT /2/O Awe YA26-2TC38 3/8" - 16NC S 3 BOLT #4/0 AWG YA28-2N 1/2" - 1GNC S 3 BOLT t GROUND LUG DETAIL3. KOPER,SHIELD, ANTIOX,OR NO -OX OR EQUIVALNT IS TO BE PLACED E2 HO SCALE NO SCALE WHERE ALL DISSIMIUAR METALS CONNECT. I I ATE O� FINISHED GRADE REMOVABLE COVER, COVER SHALL y`} ARKANSAS ; BE REMOVABLE BY HAND (NO IRRIGATION PLUGS) + 4" OF s57 CLEAN ,• GRAVEL FINISHED GRADE g $� t REGISTERED 4 Z op oDC PROFESSION n 2 � � 1 P I w i° 8'-0"MIN. 12•-0"MAx. SEPARATION I f EXOTHERMICALLY N No. 1975 f `/ WELD TO GROUND c r 1 t,_ x ev ROD. (CADWELD TYP.) 6" x 3'-0" MIN. PVC OR CLAY PIPE r , r,� 0 w Lr�� rY�7 OR 6" BELOW FROST 12" TEST LOOP !� � W 1� /2 AWG, TINNED SOLID, 11 UNE, WHICHEVER BURIED GROUND RING IS DEEPER T DRAWN 8Y: QA 3" OF CRUSHED GRAVEL BELOW pqp 02/04/2002' #2 AWG TINNED SOLID BCW GROUND ROD COPPER -CLAD STEEL WELD. WELD SHALL RETRAIN VISIBLE BURIED GROUND RING 5/8-0 x e' MIN. (TYP.) 1' WIDE SLOT FOR GROUND WIRE, CHECKED 8Y: DATE: EXTEND 1" ABOVE GROUND RING 6 GROUND INSPECTION TEST WELL SCALE: a GROUND RING DETAIL E2 NO SCALE NO SCALE NONE SHEEP: 6 OF g JOB /: REV. PAGE: 02-017 0 E-2 Rml DESCRIPTION DATE BY 1 2 6" a•-01 D.C. MAX 9" 6" 3 MIN TOWER FOUNDATION 2'-0" s 3" DIA. z 10' SO (GALV) THIS DRAWING DEPICTS THE TYPICAL a MONOPOLE PIPE W/ WEATHER CAP (TYP) V-6" COAXIAL CABLE TRAY DETAIL. ACTUAL DIMENSIONS WILL VARY FROM SITE TO s ':'s , s;` 1/2" DIA —DOLT (TYP) SITE DEPENDING ON THE LAYOUT LAYOUT C�r�ACTOR MICROCELL :.' TOFIE MEASURERINSTAHOPI RACK =•a . r ICE BRIDGE 3/8" THREADED RODS 14 GAUGE (GALV) STEEL GRIP ENGINEERS r'. ,� `• 1 WASHERS NUTS (TYP)P­1,1— STRUT SAFETY GRATING x 24" WIDE 203 Lillian Street Benton, Arkansas 72015 1�-� 501 315-0786 Fag: 501 315-0700 GRIP STRUT 3" DIA. PIPE (GALV) www.hopeengineers.com & FOUNDATION W/ WEATHER CAPS (TYP) V-0COAXIAL CABLES FOR EQUIPMENT PADCOAX ENTRY PORT TMPLAN VIEW OF TYPICAL COAXIAL ICE BRIDGE A Xcingular uNISTRUT o WIRELESS E3 NO SCALE 3'-0" O.C. (TYP) GAMMA RxO GREEN/ORANGE Cingular Wireless GAMMA Tx GREEN/RED SECTION VIEW OF TYPICAL COAXIAL ICE BRIDGE 4215 South Shackelford NOTE: GAMMA Rx1 GREEN/YELLOW NO SCALE ES Suite E ALL GROUND LEADS ABOVE GROUND TO BE ENCLOSED IN 3/4" SEAL TIGHT W/ SILICON OVER HOLE ; BETA RxO BWE/GRANGE Little Rock, AR 72204 BETA Tx BLUED BETA Rxt BLUE/YELLOW TOP OF GRAVEL ALPHA RxO WHITE/ORANGE 11wA GRADE COAXIAL ICE ALL ICE BRIDGE POST TO BE CAPPED R ALPHA Tx WHITE/RED cEGTExrILE aoTN EQUALLY SPACED O 8'-0"O.C. MAX BONDING STRAP TO BE ATTACHED ALPHA Rx1 WHITE/YELLOW SEI SECTIONS `` - -�� BRIDGE DETAILS CABLE R&KrRS 3'-0" (MAX) O.C. f BOWMAN STATION 4 N ' SITE # SA -2299 � I 1•_0" i GROUND KIT (TYP) DRAWINGS TO SCALE ^- INSTALL BEFORE BEND ICE BRIDGE SUPPORT DETAIL B NO SCALE E3 O TOWER LEG /FACE N 11 x 17 ONLY C USS RAF s: (NP) NOTE: END OF ICEBRIDGE TO BET E O +~ MAX. OF 2" FROM CABLES yrs/S A +- NOTE: IF TOWER IS RED & WHITE — COAX ��� AR6NSAS e GROUND LEADS NO MORE TO BE PAINTED TO MATCH THAN 6" ABOVE GROUND —� ++ UNIVERSAL GROUND + REGISTERED BUSS BAR MTSF k PROFESSIONAL GB-0420—IS (TO BE SUPPUED u - ; EN E +� BY CONTRACTOR) No. 197 ft 0 do ;A TOWER;iM���A /2 SOLID FROM GROUND FOUNDATION DRAWN BY- DATE: BAR TO EQUIP GROUND RING ENCLOSED DAP 02 04 2002 IN 3/4" SEAL TIGHT CHECKED BY; DATE: SCALE: EQUIPMENT GROUND RING GROUND ROD COPPER NE SHEET:7 OF TOWER 5/8- • x 8'-Q" NO GROUND RING O 8'-0" O.C. MAX. JOB �; REV. LPAGE�:ELEVATION OF TYPICAL COAXIAL ICE BRIDGE 102—Q 7 0 SCALE: NTS BOX: RHC 303012 WITH RAINPROOF VAIs: NEMA 31? ENCLOSURE CHECKED BY: BACKBOARD: PLYWOOD LIGHT KIT: WKL0255WIT120 dE GFCI WTHR/PROOF RECEPTACLE SCALE: COOLING FAN: A-4AXFN MNT. BRACKET: A—BRKT4 SHEET:8 OF 9 FINGER GAURD: A—GARD4 REV. LOUVER: (QTY 2) A—VK44556 PAOU FILTERS: (QTY 2) A—FLTR4 0 THERMOSTAT: A—TEMNO S-1 1 1/2" GALV. UNISTRUT (TYPICAL) (1) 2" TELCO CONDUIT, TO DEMARC #2 TINNED SOLID IN 3/4" FLEX TO BURIED _ GROUND RING, (2 HOLE LUG ABOVE GROUND CADWELD 0 BURIED GROUND RING) (1) 2" TELCO CONDUIT TO EQUIPMENT HOFFMAN/TELCO BOX DETAIL CAP END--" HOFFMAN/TELCO BOX ej M #2 AWG BARE TINNED SOLID COPPER, CONNECT TO NEAREST GROUND RING AND CADWELD TO POST (TYPICAL EACH PIPE) r3" J� UNISI C, I BUS :ROCELL RAI FAIL 0 DESCRPMON DATE SY HOPE ENGINEERS 203 Lillian Street Benton, Arkansas 72.015 (501) 315-0786 Fag: (501) 315-0700 www.hopeengineers.com FOR X 0 cingular 7U WIRELESS Cingular Wireless 4215 South Shackelford Suite E Little Rock, AR 72204 MISCELLANEOUS DETAILS SHEET BOWMAN STATION SITE # SA -2299 DRAWINGS TO SCALE ON 11 x 17 ONLY }/TE 0.1 0 ARIA NSAS REGISTERED PROFESSIONAL EN { E No. 1975 z-�,, r_ S it DRAWN BY: DAP02 VAIs: 04 2002 CHECKED BY: DATE= SCALE: NONE SHEET:8 OF 9 Mo !: REV. PAOU 02-017 0 S-1 CONCRETE NOTES: I. CONCRETE SHALL BE INTERNALLY VIBRATED IN ACCORDANCE WITH ACI STANDARD 309-81 RECOMMENDED PRACTICE FOR CONSOLIDATION OF CONCRETE. 2. AFTER PLACEMENT THE CONCRETE SHALL BE COVERED WITH A PLASTIC VAPOR BARRIER FOR A 4 TO 7 DAY INITIAL CURING PERIOD. 3. ALL EXPOSED EDGES OF CONCRETE SHALL HAVE A 3/4" CHAMFER. 4. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, PREFORMED UNLESS OTHERWISE NOTED. WELDED WIRE FABRIC SHALL CONFORM TO ASTIA A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES, CLASS "B". AND All HOOKS SHALL BE STANDARD UNG. 5. CLEAR COVER FOR REINFORCEMENT SHALL BE 3" UNLESS NOTED OTHERWISE. 6. MINIMUM LAP FOR SPLICES SHALL BE 24 BAR DIAMETERS. 7. CONSTRUCT THE SIDES OF THE STRIP FOOIHG FOUNDATION STRAIGHT AND VERTICAL~ TO REDUCE THE RISK OF FROZEN SOIL ADHERING TO THE CONCRETE AND UrING THE FOUNDATION. THE USE OF AT THEY BE THE CREATION orMAN ENLARGEDP AREA OF CONCRETEOr 7VE STRIPTIK (MUSHROOM)NSSARY IF EA MUSHTROOM OENT CONCRETE OCCURS, HEAVE OF THE FOUNDATION CAN TAKE PLACE FROM FROZEN SOIL BENEATH THE MUSHROOM HEAVING UP AND CARRYING THE FOUNDATION WTM LT. GENERAL NOTES I. SCOPE OF WORK SHALL CONSIST OF EXCAVATION FOR AND CONSTRUCTION OF A CONCRETE FOUNDATION FOR EQUIPMENT SHELTER, PLACEMENT OF THE EQUIPMENT SHELTER ON THE NEW FOUNDATION, EXTERNAL GROUND RING AND GROUNDING SYSTEM. AND NEW ELECTRICAL AND TELEPHONE SERVICE TO THE EQUIPMENT SHELTER. G SITE CONDITIONS 2. ASNTHEYTOR SHALL RELATE TO SIIT SITES To TEWDRK, FOUNDATION CONSTRUCTION. AHIMSELF WITHCCESS, ELECTRICAL SERVICE. AND OVERALL COORDINATION. NG MANUFACTURER , 3. RECOMMENDATIONS UNLESS DIRECTEDALL IOTHERWISE OR WHERE LOCAL CPMENT AND MATERIALS IO5 CONTRACTOR SRALL CODES OR REGULATIO145 TAKE PRECEDENCE. 4. DIMENSIONS SHOWN ARE TO FINISHED SURFACES UNLESS NOTED OTHERWISE. CONTRACTOR SHALL FIELD VERIFY DIMENSIONS. IF THERE ARE ANY QUESTIONS OR DISCREPANCIES coNcEpSm DOCUMTS AND EXISTINGCTOR RESPONSIBLE F NTRACT OBTAINING LARIFICA ION FROM THE ONSOWINIER 5 REPRESENTATIVE BEFILL RE E R PROCEEDING WITH WORK IN QUESTION. 5 BERESHABE RESPONSIBLE M DIRECTING DSUPERVISING THE WORK. SHALL RESPONSIBLE FOR ALL CONSTRUCTION METHODS DPROCE PROCEDURES, FORCOORDINATING ALL ASPECTS OF THE WORK. 6. THE RADIO SWITCHING EQUIPMENT IS SUPPLIED UNDER SEPARATE CONTRACT. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH THE WORK OF OTHERS PERTAINING TO RADIO SWITCHING EQUIPMENT, OR ANY OTHER RELATED WORK. 7. THE CONTRACTOR DOCUMENTS WITH THE LPROVIDE AT THE PROJECT SITE A FULL SET OF CONSTRUCTION LATEST REVISIONS FOR THE USE OF ALL a. EVERY EFFORT HAS BEEN MADE TO DEFINE THE SCOPE OF WORK IN THE CONTRACT DOCUMENTS. THE CONTRACTOR IS CAUTIONED THAT MINOR OMISSIONS AND DISCREPANCIES IN THESE CONTRACT OMPLETEDDEOU PMIENT SHLTER ACCORDING HIM TOTHE INTENTIONS OFSITE THESE DOCUMENTS. AND A NTS. 9. UTIUTIES AS 514OWN ON THIS DRAWING ARE ONLY APPROXIMATE. NO GUARANTEE IS EITHER EXPRESSED OR IMPUED AS TO THE ACCURACY OR COMPLETENESS THEREOF. THE CONTRACTOR SHALL BE EXCLUSIVELY RESPONSIBLE FOR DETERMINING THE EXACT UTILITY LOCATIONS AND ELEVATIONS PRIOR TO THE START OF CONSTRUCTION. ANY DIGGING BEGINS, GENERAL ELECTRICAL NOTES: I. SUBMITTAL OF BID INDICATES CONTRACTOR IS COGNIZANT OF ALL JOB SITE CONDITIONS AND WORK TO BE PERFORMED UNDER THIS CONTRACT. 2. CONTRACTOR SHALL PERFORM ALL VERIFICATION OBSERVATION TESTS, AND EXAMINATION WORK PRIOR TO THE ORDERING OF THE ELECTRICAL EOUIPMENT AND THE ACTUAL CONSTRUCTION. CONTRACTOR SHALL ISSUE A WRITTEN NOTICE OF ALL FIHDINGS TO THE ARCHITECT USTING ALL MALFUNCTIONS, FAULTY EQUIPMENT AND DISCREPANCIES. 3. THESE PLANS ARE DIAGRAMMATIC ONLY, FOLLOW AS CLOSELY AS POSSIBLE. 4. EACH CONDUCTOR OF EVERY SYSTEM SHALL BE PERMANENTLY TAGGED IN EACH PANEL BOARD, PULL BOX, J -BOX. SWITCH BOX, ETC., IN COMPLIANCE WITH OCCUPATIONAL SAFETY AND HEALTH ACT (O.S.H.A.) S. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS. INSURANCE, EQUIPMENT, INSTALLATION, CONSTRUCTION TOOLS, TRANSPORTATION. ETC., FOR A COMPLETE AND PROPERLY OPERATIVE SYSTEM ENERGIZED THROUGHOUT AND AS INDICATED ON DRAWINGS, AS SPECIFIED HEREIN ND/OR AS OTHERWISE REQUIRED. 6. CONTRACTOR SHALL SECURE ALL NECESSARY BUILDING PERMITS AND PAY ALL REQUIRED FEES 7. COMPLETE JOB SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF JOB ACCEPTANCE BY OWNER. ANY WORK. MATERIAL OR EOUIPMENT FOUND TO BE FAULTY DURING THAT PERIOD SHALL BE CORRECTED AT ONCE. UPON WRITTEN NOTIFICATION, AT THE EXPENSE OF THE CONTRACTOR. B. ALL CONDUIT ONLY (C.O.) SHALL HAVE A PULL WIRE OR ROPE. 9. OOJNOCTOBSSS,1 INSTALLED" DRAWINGS ATTHE COMPLETION ,HOWING ACTUAL DIMENSIONS, ROUTINGS, CIRCUITS. 10. ALL BROCHURES, OPERATING MANUALS, CATALOGS, SHOP DRAWINGS, ETC. SHALL BE TURNED OVER TO OWNER AT JOB COMPLETION. 11. ALL CONDUCTORS SHALL BE COPPER. 12. THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED AS REQUIRED BY ALL APPLICABLE CODES. 13. IN DRILLING HOLES INTO CONCRETE WHETHER FOR FASTENING OR ANCHORING PURPOSES, OR PENETRATIONS THROUGH THE FLOOR FOR CONDUIT RUNS, PIPE RUNS. ETC., IT MUST BE CLEARLY UNDERSTOOD THAT TENDONS AND/OR REINFORCING STEEL WILL NOT BE DRILLED INTO, CUT OR DAMAGED UNDER ANY CIRCUMSTANCES. 14. LOCATION of TENDONS AND/OR REINFORCING STEEL ARE NOT DEFINITELY KNOWN AND THEREFORE MUST BE SEARCHED FOR BY APPROPRIATE METHODS AND EQUIPMENT VIA X-RAY OR OTHER DEVICES THAT CAN ACCURATELY LOCATE THE REINFORCING ANO/OR STEEL TENDONS. 15. PENETRATIONS IN FIRE RATED WALLS SHALL BE FIRE STOPPED IN ACCORDANCE WITH SECTION N0. 4305 AND NO. 4304 OF THE U.B.C. 16. GROUNDING CONDUCTORS SHALL BE SOLID TINNED COPPER AND ANNEALED /2. 17.METER SOCKET AMPERES, VOLTAGE, NUMBER OF PHASES SHALL BE AS NOTED ON THE DRAWINGS. MANUFACTURED BY SQUARE COMPANY OR APPROVED EQUAL CONDUIT: o. RIGID CONDUIT SHALL BE UA_ LABEL GALVANIZED ZINC COATED WITH ZINC INTERIOR AND SHALL BE USED WHEN INSTALLED 14 OR UNDER CONCRETE SLABS CONTACT WITH THE RIGID gOHDUN N CONTACTDW TH EARTH SHALL BE ONRY WALLS 11ZOR [XpOSLD ON lMP 0 WRAP ED WITH HUNING NTTSERIOR. WRAP $[UNLESS NOTED OTHERWISE) AT A MINIMUM DEPTH OF 24" BELOW GRADE. PROCE S NO. 3. b. ELECTRICAL METALLIC E GLAND RIG COMPRESSIONTYPE. TUBING BE USED INTERIOR RUNS. e. FLEXIBLE METALLIC CONDUIT SHALL HAVE U.L LISTED LAUEL AND MAY BE USED WHERE PERMITTED BY CODE. FITTINGS SHALL BE "JAKE" OR "SQUEEZE' TYPE, SEAL TIGHT FLEXIBLE CONDUIT. ALL CONDUIT IN EXCESS OF SIX FEET IN LENGTH SHALL HAVE FULL SIZE GROUND WIRE. d. ALL UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE 40 (UNLESS NOTED OTHERWISE). 18. ALL ELECTRICAL EQUIPMENT SHALL BE LABELED WITH PERMANENT ENGRAVED PLASTIC LABELS. 19. CONTRACTOR TO COORDINATE WITH UTILITY COMPANY FOR CONNECTION OF TEMPORARY AND PERMANENT POWER TO THE SITE. THE TEMPORARY POWER AND ALL HOOKUP COSTS TO BE PAID BY CONTRACTOR. STANDARD CIVIL NOTES: SITE WORK 1. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND STIPULATED IN THE SPECIFICATION PROJECT SUMMARY. 2. RUBBISH, STUMPS, DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 3. AREAS REQUIRING FILL OR BACK FILL SHALL BE PLACED IN 6" MAXIMUM LIFTS AND COMPACTED BEFORE PLACING NEXT UFT. 4, COMPACTION OF SMALL AREAS SHALL BE ACCOMPLISHED BY POWER DRIVEN, HAND HELD TAMPERS. S. ALL EXISTING ACTIVE SEWER, WATER. GAS, ELECTRIC, AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND RELOCATED AS DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. 6. WHICH INTERFERE CWITH THE TIVE EEXCAVATIOELECTRIC, AU EXISTING N OF THEWORKAOTHERND ,SHALLBE REMOVED AND SHALL BE CAPPED. PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK. SUBJECT TO THE APPROVAL OF ENGINEERING. 7. THE AREAS OF THE NOT COVERED BY THE BUILDING. STOMER'S PROPERTY DISTURBED BY THE WORK N BUILDING. DRIVEWAY OR CRUSHED STONE. SHALL DE GRADED TO A UNIFORM SLOPE, FERTILIZED, SEEDED, AND COVERED WITH MULCH AS SPECIFIED IN THE SPECIFICATION LANDSCAPE WORT[. B. CONTRACTOR SHALL RESTORE THE COMPOUND WITH VEGETATION CONTROL FABRIC AND 4" MIN OF f57 CLEAN 1" ROCK GENERAL GROUNDING NOTES 1. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL GROUNDING INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SPECIFIC SITE CONDITIONS, 2. THE BURIED RING GROUNDING CABLE AND TOP OF GROUNDING RODS SHALL BE BURIED A MINIMUM DEPTH OF 2'-6" BELOW FINISHED GRADE, OR 6" BELOW FROST UNE, WHICHEVER IS DEEPER. 3. THE BURIED RING GROUNDING CONDUCTORS SHALL BE /2 SOLID TINNED COPPER CABLE. 4. GROUND SYSTEM SHALL BE TESTED PER SPECIFICATIONS AND SHALL HAVE A RESISTANCE TO EARTH OF 5 OHMS OR LESS, IF NOT NOTIFY CONSTRUCTION MANAGER. S. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. SA. GROUND RODS SHALL BE COPPER CLAD STEEL. 5/8" ROUND AND 8' LOG. COPPERWELD OR APPROVED EQUAL 6, ALL GROUND LEADS (PIGTAILS) ARE TO BE OF SUFFICIENT LENGTH TO REACH ITEM OR AREA INDICATED ON DRAWINGS. 7. CHEMICAL GROUNDS SHALL BE XIT. CHEM -ROD OR APPROVED EQUAL, WHEN REQUIRED. B. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES INSTALLING GROUNDING SYSTEM TOWER. 9. ALL UNDERGROUND GROUNDING CONNECTORS ARE TO BE CADWELDED ABOVE GRADE GROUNDING SHALL BE CADWELD WHERE POSSIBLE ✓k MECHANICAL ELSEWHERE 10. GATE GROUNDING SHALL BE FLEX CONNECTOR: REF. "CADWELD" CATALOG #FJ2024 FOR GATE/POST FLEX CONNECTOR (EXAMPLE: PART NO. VBC-20-003 FOR 2 7/8" POST). 11. CRIMP AND CLAMP CONNECTIONS ARE TO BE BRASS, THOMAS d BETTS OR BURNDY UNLESS SPECIFIED OTHERWISE 12.MECH. LUG CONNECTIONS ARE TO BE DOUBLE HOLE LUGS OF APPROPRIATE SIZE AND SURFACES TO BE CONNECTED ARE To BE SCRAPED TO BARE METAL„ CLEANED AND TREATED WITH NO -OX ANTI - OXIDATION COMPOUND. STACKING OF LUG CONNECTIONS IS STRICTLY PROHIBITED, 13. DOUBLE LUG CONNECTIONS ARE NOT PERMITTED WITH SOLID WIRE. SECTION NO. 4305 AND NO. 4304 OF THE U.B.C. HOPE ENGINEERS 203 Lillian Street Benton, Arkansas 72015 (501) 315-0786 Fag: (501) 315-0700 www.hopeengineers.com FOR XcingularTU WIRELESS Cingular Wireless 4215 South Shackelford Suite E Little Rock, AR 72204 GENERAL NOTES BOWMAN STATION SITE # SA -2299 DRAWINGS TO SCALE ON 11 x 17 ONLY of SKATE OF 10 ARKANSAS w REGISTERED PROFESSIONAL EN EER l% go 1975 1975 r 1RAWN BY: DATE: DAP 02/04/2002 :HOCKED BY: DATE: NONE SHEET:9 OF 9 REV. PAGE - 02 -017 0 GN -1 4 CALL 1 —800-482-8998 THREE DAYS BEFORE ANY DIGGING x C111g WIRELESS BOWMAN STATION 809 S. BOWMAN LITTLE ROCK, AR 72211 CO -LOCATE 121' MONOPOLE TOWER FROM INTERSTATE 430 IN LITTLE ROCK, AR, TAKE 1-430 EXIT #6 AND GO WEST ON FINANCIAL CENTRE PARKWAY (A.K.A. CHENAL PARKWAY) 0.9 MILES TO THE INTERSECTION WITH CHENAL PARKWAY AND BOWMAN ROAD. TURN SOUTH (LEFT) ONTO S. BOWMAN ROAD AND CONTINUE D.10 MILES TO THE INTERSECTION OF S. BOWMAN AND HERMITAGE ROAD. TURN EAST (LEFT) ONTO HERMITAGE ROAD AND TRAVEL 0.1 MILE TO THE SITE THAT 1S ADJACENT TO AND ON THE SOUTH SIDE OF HERMITAGE ROAD. PROJECT DIRECTORY PROJECT NANCY MAY MANAGER: 4215 S. SHACKELFORD SUITE E LrITLE ROCK. AR 72204 (501) 416-7743 PHONE PROJECT HOPE ENGINEERS ENGINEER: 203 LILLIAN STREET BEATTON. ARKANSAS 72015 �501 315-0786 PHONE 50 315-0700 315-0700 FAX LAND SURVEYOR: HOPRS 203ELILLIAN STREET BENTON. ARKANSAS 72015 [54I) 315--0786 PHONE 501 315-0700 FAX PROJECT SUMMARY I SITE NAME: BOWMAN STATION 911 ADDRESS: 809 S. BOWMAN LITTLE ROCK, AR 72211 TOWER OWNER: SPRINT SPECTRUM L.T. LAND OWNER: I N/A ELECTRIC CO: ENTERGY I 501) 372-3900 TELEPHONE CO: UEES 3E8R50 BELL TELEPHONE S8000T W GENERAL INFO.: NORTH LATTITUDE - 34-44-44.4 WEST LONGITUDE - 92-24-20.6 I ELEVATION - 471' *(GROUND) NGVD 1929 AV TOWER HEIGHT - DRAWING LIST. T1 TITLE SHEET (DRAWING LIST, PROJECT INFORMATION) CIVIL DRAWINGS C1 SURVEY C2 PROPOSED SITE PLAN C3 ELEVATION AND ANTENNA ORIENTATION PLAN ELECTRICAL DRAWINGS E1 POWER AND TELCO PLAN & EOUIPMENT GROUNDING PLAN E2 ELECTRICAL AND GROUNDING DETAILS E3 COAXIAL ICE BRIDGE DETAILS STRUCTURAL DRAWINGS 151 MICROCELL RACK CONTRACTOR NOTES GNI GENERAL NOTES I - - -- ---761�-� DESCRIPTION HOPE ENGINEERS 203 Lillian Street Benton, Arkansas 72015 (501) 315-0786 Fax: (501) 315-0700 www.hope engine ers. c om FOR X e I angular im WIRELESS LESS Cingular Wireless 4215 South Shackelford Suite E Little Rock, AR 72204 TITLE SHEET BOWMAN STATION SITE # SA -2299 DRAWINGS TO SCALE ON 11 x 17 ONLY }0IsgT ADZ ARKA, ARKANSAS REGISTERED PROFESSIONAL ENGaNEER,/,/ 1,4"' No. 1975 00, LL4M �T �r4 IRAWN BY: DATE: DAP 02/04/2002 :HCCKED Y. DATE: NONE JOB S: 02-017 SHEET: 1 OF 9 0 IT -1 HERMITAGE ROAD I I z Z W I � W N Q W I N I w W U U Q n PHONE RISER f #901-2 o P. P. #259-40-411-90 P.P. 1259-40-411-88-2 o� EXISTING MONOPOLE a TOWER GENERAL NOTES 1. ALL UNDERGROUND UTILITIES MAY NOT HAVE BEEN SHOWN, ABOVE GROUND FEATURES HAVE BEEN LOCATED AND SHOWN. UNDERGROUND UITILITY LINE WHICH HAVE BEEN FLAGGED BY THEIR RESPECTIVE OWNERS HAVE BEEN SHOWN. 2. ACCORDING TO FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP. COiUMUNny PANEL #050181-0010E: DATED NOVEMBER 3, 1993. THE PROPERTY OrPICTED OH THIS SURVEY IS LOCATED 114 ZONE 'X* AND NOT LOCATED WITHIN THE 100 YEAR FLOOD PLANE. 3. THIS SURVEY SHALL NOT BE CONSTRUED AS A FULL BOUNDARY SURVEY OF THE PARENT TRACT. SERVICES LIST: I. TELEPHONE ...........................SOUTHWESTERN BELL TELEPHONE #1 SHACKLEFORD LITTLE ROCK. ARKANSAS 1-800-270-3850 2. ELECTRIC............................ENTERGY 900 S. LOUISIANA LITTLE ROCK, ARKANSAS (501) 372-3900 AS BUILT LEGEND A -Computed point ■ -Found iron pin O -Set 15 Rb/Plas. Cap 0 -Set 15 Rb/Alum Cap (D) -Deeded (M) -Measured (P) -Platted DESCRIPTION HOPE ENGINEERS 203 Lillian Street Benton, Arkansas 72015 (501) 315-0786 Fag: (501) 315-0700 www. hope engin a ers. com FOR X cingular, E WIREL SS Cingular Wireless 4215 South Shackelford Suite E Little Rock, AR 72204 SURVEY BOWMAN STATION SITE # SA -2299 DRAWINGS TO SCALE ON 11 x 17 ONLY �o15� h�T EZ0;'�L �i ARi N SASlvk * REGISTERED PROFESSIONAL ENGIN EE�,_)7 ►lo. 1975 '2_-1 f-4 DAP 102/04/20 :HECKED BY: DATE: p a..,X- SCALE: AS NOTED SH v, 2 OF 9 10B 0: REV• PAGE: 02-017 0 C-1 NOTE: TOP OF ICE BRIDGE TO BE EVEN WITH THE TOP OF HANDRAILS ON ELEVATED EQUIP PLATFORM. ICE BRIDGE POST TO BE NO HIGHER THAN THE TOP OF EXISTING FENCE. TOP OF EXISTING FENCE APPROX. 8'-6" REMOVE EXISTING GATES @ i 1 , INSTALL NEW 6' GATE (SWING OUT OF COMPOUND) AND FENCE TO MATCH EXISTING. 15 N. DESCRIPTION EXISTING 121' MONOPOLE TOWER, 3 TOWER FOUNDATION r HOPE GROUND RING FOR TOWER. EXISTING SITE COMPOUND ENGINEERS EXISTING SITE GROUND RING 203 Lillian Street Benton, Arkansas 72015 NEW CINGULAR EQUIPMENT SEE (501) 315-0786 Fax: (501) 315-0700 SHEET S1 FOR ADDITIONAL INFORMATION. www.hopeengineers.com 5 7 EQUIPMENT GROUND RING SEE FOR PAGE E-2 FOR ADDITIONAL INFORMATION. ICE BRIDGE SEE n u 1 a r 4> 8 PAGE E-3 FOR ADDITIONAL INFORMATION. EXISTING MULTI TENANT METER RACK E WIREL SS r—, --8.68j \/' C115Cjs fah Wackelirless fo d I i Q EXISTING FENCE UNE Suite E g Little Rock, AR 72204 NEW 6' GATE NOTE: REMOVE EXISTING 1 1 GATES & INSTALL NEW GATE & FENCE SECTION E> a I PROPOSED SITE PLAN n 2 <9> EXISTING GATE DETAILS 1 / 14— 13 EXISTING ELEVATED EQUIPMENT & PLATFORM BOWMAN STATION 4 EXISTING UTILITY RACK SITE # 10 SA -2299 ] 5 EXISTING TELEPHONE RISER - — DRAWINGS TO SCALE 16 EXISTING LIGHT POLE ON 11 x 17 ONLY 13 C.L. INGRESS & EGRESS EASEMENT VATE op �Z ARKANSAS REGISTERED 2 = - — - - 1 i PROFESSION ; EN NEE 3 8 4 a 8 �k ~� No. 1- 75 f y %f 1 M A kiwi j jl VINE LEGEND ORAWH BY: DAP i1ATE: 02 04 2002 -Proposed Boundary Line DATE: 4T �{ — _ Fence Line CHECKER 8Y; Parent Tract Line -� - Easement Line CA ,NOTED SHEET: 3 OF 9 - Center Line —� ar/oHN--- - Overhead Telco/Overhead Poorer 3QH i" REV. PACE: 0 C-2 — — - Grounding Line 02-017 TOP OF TOWER — 121.0' Bowman Station �— to, Typical Platform Face Rx0 Tx FxI 171 r7l E3N Designations are the same for all faces as viewed from the rear The three faces to be set at 10,130 & 250 degrees off true north 3 degrees downtilt on all altennas NEW ICE BRIDGE NEW CINGULAR EQUIPMENT EXISTING WOOD FENCE �\ TOWER ELEVATION GRADE LEVEL EXISTING EQUIPMENT LIGHTNING ROD Q Z z La Z Q t)_ a J 0 _z U W z U- 0 I— _Z O CL Ca �� n�v. unrc I UNGULA 3 a ANTENNNMOUNT TYPEICABLE SCHEDULE 1 ALPHA ZBETA) 3(GAMMA) UTH F'ABLE 10 130 250 SIZE pie ne Ile CABEES 3 3 3 INT TYPE Platform Platform Platform ENNA P Panel Panel Panel Z4D CENTER 120' 120' 120' �r;R 1975 No 197 z&Lo`#i EMS EMS EMS FNTENNA MODEL I FW90-IMDA2 FVB0.EED:A2 FV90-12-0oDA2 FA 3 3 1 3 EE—CH DOWN TILT 1 3 3 3 �— to, Typical Platform Face Rx0 Tx FxI 171 r7l E3N Designations are the same for all faces as viewed from the rear The three faces to be set at 10,130 & 250 degrees off true north 3 degrees downtilt on all altennas NEW ICE BRIDGE NEW CINGULAR EQUIPMENT EXISTING WOOD FENCE �\ TOWER ELEVATION GRADE LEVEL EXISTING EQUIPMENT LIGHTNING ROD Q Z z La Z Q t)_ a J 0 _z U W z U- 0 I— _Z O CL Ca �� n�v. unrc I 2 3 a 5 B HOPE ENGINEERS 203 Lillian Street Benton, Arkansas 72015 (501) 315-0786 Fag: (501) 315-0700 www.hopeengineeirs.com FOR Xcingular TM WIRELESS Cingular Wireless 4215 South Shackelford Suite E Little Rock, AR 72204 TOWER ELEVATION BOWMAN STATION SITE # SA -2299 DRAWINGS TO SCALE ON 11 X 17 ONLY 15 ADZ 00 ARKANSAS REGISTERED h PROFESSIONAL E INE �r;R 1975 No 197 z&Lo`#i DRAWN BY: DATE: DAP 0204 2002 CHIrCKE0 BY: DATE: SCALE - NONE SHEET:4 Or 9 JOB $: 02-01 7 REV. 0 PAGE: F ELECTRICAL SYMBOLS GROUNDING LEGEND SYMBOL DESCRIPTION ® GROUND ROD WITH ACCESS ® GROUND ROD 8'-0" x 5/8"0 COPPER (8-0" MIN.) ® INSPECTION WELL OVERHEAD TELEPHONE EXOTHERMIC TYPE CONNECTION (CADWELD) ■ COMPRESSION TYPE CONNECTION (2 HOLE LUG) LONG BARREL LUGS OR DOUBLE CRIMP "C" CLAMPS. PIGTAILS /2 AWG, TINNED, SOLID BARE COPPER WIA J2/0 AWG, STRANDED BARE COPPER WIRE ..... kmem ATM CTRANDED BCW ELECTRICAL SYMBOLS POWER SERVICE RUN OHP OVERHEAD POWER UNDERGROUND POWER TELELPHONE SERVICE RUN OHT OVERHEAD TELEPHONE UNDERGROUND TELEPHONE METER BASE DISCONNECT PANEL NOTE: WHILE RUNNING POWER & TELCO WATCH OUT FOR EXISTING TENANTS GROUNDING SYSTEMS O (1) PIGTAILS TO EACH EQUIPMENT RACK FRAME END (1) PIGTAILS TO HOFFMAN BOX (TELCO) OO (2) PIGTAILS TO ICEBRIDGE FROM GROUND RING (1) PIGTAILS TO EACH ICE BRIDGE LEG(S) OO (2) PIGTAILS TO BUSS BAR ON TOWER © (1) PIGTAILS TO BUS BAR ON EQUIPMENT RACK �i (2) PIGTAILS TO NEAREST FENCE POST PROJECT GENERAL NOTES 1. ALL PIGTAILS TO BE OF SUFFICIENT LENGTH TO REACH ITEM OR AREA INDICATED 2. CADWELD ALL JOINTS AND JUNCTURES 3. REFER TO ELECTRICAL & GROUNDING SECTIONS OF GENERAL NOTES FOR FURTHER DETAILS 4. POWER & TELCO TO BE RUN IN SEPERATE PARALLELL TRENCHES GROUNDING TEST 1. PERFORM CLAMP—ON METHOD TEST TO DETERMINE READINGS FOR THE EXISTING GROUND SYSTEM. 2. AFTER NEW GROUND SYSTEM IS INSTALLED AND BEFORE IT IS ATTACHED TO EXISTING GROUND SYSTEM. TEST NEW SYSTEM FOR READINGS 3. AFTER CONNECTING NEW SYSTEM TO EXISTING, MAKE FINAL TEST TO DETERMINE OVERALL READINGS 4. GROUNDING SYSTEM SHALL BE 5—OHMS OR LESS = C .. . s x 3 L s 6 7 B HOPE ENGINEERS 203 Lillian Street Benton, Arkansas 72015 (501) 315.0786 Fag: (501) 315-0700 www, hope engineers. c o m FOR xcingular TM WIRELESS Cingular Wireless 4215 South Shackelford Suite E Little Rock, AR 72204 POWER & TELCO & GROUNDING PLAN BOWMAN STATION SITE # SA -2299 DRAWINGS TO SCALE ON 11 x 17 ONLY +00Ifc�T ASL ARKANSAS R r r +� REGISTERED i PROFESSIONAL EMYER44 1 , No. 1975 t0 t 0, '00' DRAWN BY: DATE: DAP 02 04 2002 CHECKED EY: DATE: SCALE AS NOTED SHEET: 5 or 9 PAGE: JOB 6= KEY. 02-017 0 E-1 NOTES: ALL MECHANICAL CONNECTIONS ARE TO BE COATED WITH A NON—OXIDIZING AGENT (QTY 1) GPS ANTENNA COAX CABLE NOT REQUIRED FOR TDMA EQUIPMENT INSTALL ABOVEROUND HO STING KITG PS) ATTACH GRD BAR TO TOWERTNGBRAKTMOUNICE 1/2" JUMPER CABLE FROM ANTENNA (TYP) 1-5/8" ANTENNA l COAX CABLE (TYP) 6 MIN (TYP) T NOTE: SITES W/ COAX RUN OF 250' OR LONGER REQUIRE CENTER MOUNTED BUS BARS.COAX CABLE �— TO EQUIPMENT GROUND KIT (TYP) INSTALL ABOVE HOISTING GRIPS GROUND BAR WITH SUFFICIENT SPARE 2 GREEN STRANDED FROM TOP BAR TO BOTTOM BUS BAR. MECHE DOUBLE HOLES FOR FUTURE ANTENNA CABLE CONNECTIONS CONNECTION MTS GB-0420—IT TO BE SUPPLIED I GROUND BUS BAR DETAIL AT ANTENNA BY CONTRACTOR E2 NO SCALE S.S NUT S.S LOCK WASHER BURNOY GROUND LUG %SEE TABLE FOR SIZE INSTALL KOPR-SHIELD / AND MODEL CLEAR HEAT SHRINGK�UHO CONNECTOR PRIOR TO BOLTING (TYP) _ I -_ S.S. LOCK WASHER S.S. BOLT WIRE SIZE BURNDY LUG BOLT SIZE 6SOL/6STR YA26C-2TC14E1 3/8" - 16NC S 3 BOLT 230L/2STR YA.3C-2TC38 3/8" - 16NC S 3 BOLT 250L/25TR YAZ3C-2TC38 3/8" - 16NC S 3 BOLT I2/0 AWO YA26-2TC38 3/8" - 16NC S 3 BOLT j4/0 AWG YA28-2N 112" - 16NC S 3 BOLT GROUND LUG DETAIL c, NO SCALE BUSBAR r BAT?SO HYDRAULIC CRIMPER OR EOUM. NOTES, T. ALL HARDWARE BOLTS, NUTS. LOCK WASHERS. SHALL BE STAINLESS STEEL CONNECTIONS SHALL BE BOLT. LOCK WASHER. BUSS BAR. LUG, LOCK WASHER. NUT IN THAT ORDER. 2. CORRECTIONS TO STEEL SHALL HAVE A THOMAS & BETAS IDTw DRAGON TOOTH TRANSMON WASHrR BETWEEN THE LUG AND THE STEEL CONNECTIONS SHALL BE BOLT, LOCK. WASHER . STEEL, DRAGON TOOTH WASHER. LUG. LOCK WASHER IN THAT ORDER. 3. KOPER SHIELD. ANTIOX,OR NO -OX OR EQUIVALNT IS TO BE PLACED WHERE ALL DISSIMIUAR METALS CONNECT. F #57 CLEAN I" GRAVEL FINISHED GRADE I s0 EXOTHERMICALLY 1 8'-D"MIN. & 12'-0"MAX. SEPARATION �I WEU) TO GROUND ROD. (CADWELD TYP.) OR 6" BELOW FROSTI UNE, WHICHEVER IS DEEPER 02 AWG TINNED SOLID BCW GROUND ROD COPPER -CLAD STEEL BURIED GROUND RING 5/8"r x B' MIN. (TYP.) s GROUND RING DETAIL NO SCALE CONNECTOR rBIJS BAR 02 GREEN STRANDED FROMf TOP BAR TO BOTTOM BUS BAR. MECH CONNECTION o ATTACH GRD BAR HEAR BOTTOM OF WAVE GUIDE LADDER PRIOR TO CABLE BEND 12 AWG, TINNED SOLID BARE— COPPER WIRE (TYP EA END OF BAR) ENCLOSED IN 3\4" SEAL TIGHT WITH SILICON OVER HOLE COAX CABLE GROUND KIT. INSTALL BEFORE BEND (TYP) FROM ANTENNA ANTENNA COAX CABLES 1 5/8" (TYP) TO EQUIPMENT CADWELD CONNECTION (TYP) GROUND BAR WITH SUFFICIENT SPARE DOUBLE HOLES FOR (3) FUTURE ANTENNA CABLE CONNECTIONS MTS/ GB -0420-1T TO BE SUPPLIED 13Y CONTRACTOR TO GROUND RING (TYP 2 PLACES) ■ GROUND BUS BAR DETAIL NEAR TOWER BASE E2 No SCALE DATE HOPE ENGINEERS 203 Lillian Street Benton, Arkansas 72015 (501) 315-0786 IV= (501) 315-0700 www hope engineers. com FOR X 0 angular Tm L WIREESS Cingular Wireless 4215 South Shackelford Suite E Little Rock, AR 72204 MIN TY MAX P ELECTRICAL AND REMOVABLE COVER, COVER SHALL GROUNDING DETAILS UNDISTURBED BOWMAN STATION SITE # BACKFILL (SAND OR NATIVE SOIL) PER EARTHWORK SPECIFICATION SA -2299 UTILITY WARNING TAPE Ilk, * ~fi PVC ELECTRICAL t TELCO CONDUIT DRAWINGS TO SCALE WHERE APPLICABLE (PVC SIZING AS REQ'D PER CABLE SIZE) STEEL RISERS STANDARD. ON 11 x 17 ONLY 5 ELECTITELEPHONE BURIED CONDUIT DETAIL E2 NO SCALE FINISHED GRADE /2 AWG. TINNED SOLID BCW BURIED GROUND RING 3" OF CRUSHED GRAVEL BELOW—J WEU). WELD SHALL REMAIN VISIBLE 6 GROUND INSPECTION TEST WELL E2 NO SCALE 01 A� 0� �~ REMOVABLE COVER, COVER SHALL 1�I�5T ARKANSAS • BE REMOVABLE BY HANDr (NO IRRIGATION PLUGS) Nk ;�14 �i REGISTERED PROFESSION r~ Ilk, * ~fi Is,No. 1975 - 0 6" x 3'-0" MIN. PVC OR CLAY PIPE a .�rl a 12" TEST LOOP ]'�'�,{ ofo ��1ANI ■ i V r• DRAWN BY: DATE: DAP 02 04 2002 I" WIDE SLOT FOR GROUND WIRE, CHECKED BY: DATE: EXTEND 1" ABOVE GROUND RING SCALE: NONE SHEET:6 OF 9 JOB ►: RCV. PAGE: 02-017 0 E-2 MICROCELL RACK , i n 0 ALL ICE BRIDGE POST TO BE CAPPED k EQUALLY SPACED O 8'-0"O.C. MAX CABLE HANGERS 31_0' (m-) D.C.. UNIVERSAL GROUT BUSS BAR M7S/- CB-0420—IS (TO BE SUPPLIED BY CONTRACTOR) #2 SOLID BM GROUND AR TO EQUIP GROUND RING ENCLOSED IN 3/4" SEAL TIGHT 6" -- I BRIDGE GRIP STRUT 91. 3" DIA. PIPE (GALV) & FOUNDATION W/ WEATHER CAPS (TYP) I '— EQUIPMENT PAD COAX ENTRY PORT PLAN VIEW OF TYPICAL COAXIAL ICE BRIDGE A NO SCALE �J NOTE: ALL GROUND LEADS ABOVE GP.OUND TO BE ENCLOSED IN 3/4" SEAL TIGHT W/ SILICON OVER HOLE (TYP) 0 BONDING STRAP TO BE ATTACHED BETWEEN SECTIONS NOTE: END OF ICEBRIDGE TO BE MAX. OF 2" FROM CABLES NOTE: GROUND LEADS NO MORE THAN 6" ABOVE GROUND V-- EQUIPMENT GROUND RING ELEVATION OF TYPICAL COAXIAL ICE BRIDGE 1 SCALE: NTS E3 Ell TOWER GROUND RING 6" lullN TOWER FOUNDATION 2'-0" 3" DIA. x 10' STD (GALV) THIS DRAWING DEPICTS THE TYPICAL MONOPOLE PIPE W/ WEATHER CAP (TYP) V-6" COAXIAL CABLE TRAY DETAIL, ACTUAL DIMENSIONS WILL VARY FROM SITE TO 1/2" DIA U—BOLT (TYP) SITE DEPENDING ON THE LAYOUT s•'; :_ LAYOUT CONFIGURATION. CONTRACTOR TO FIELD MEASURE & INSTALL r" N. 4 V' 3/8" THREADED RODS�� .1 14 GAUGE (GALV) STEEL GRIP r.WASHERS do NUTS (TYP) STRUT SAFETY GRATING x 24" WIDE T Tcp GAMMA RxO GREEN/ORANGE GAMMA Tx GREEN/RED - GAMMA Rx1 GREEN/YELLOW - BETA RxO BLUE/ORANGE BETA Tx BLUE/RED �-- BETA Rxl BLUE/YELLOW ALPHA Rx0 WHITE/ORANGE ALPHA Tx WHRE/RED / .-- ALPHA Rxl WHITE/YELLOW GROUND KR (TYP) INSTALL BEFORE BEND TOWER LEG / FACE IF TOWER IS RED & WHITE — COAX TO BE PAINTED TO LATCH TOWER FOUNDATION u --�—GROUND ROD COPPER 5/8" e x 8'-0 O a-0' O.C. MAX. ,I,-Ot I I IJ I I —COAXIAL CABLES UNISTRUT O 3'-0" O.C. (TYP) SECTION VIEW OF TYPICAL COAXIAL ICE BRIDGE c NO SCALE E3 1._0. ICE BRIDGE SUPPORT DETAIL r� NO SCALE k�uJ VEL DE CLOTH REV, ulx�nr 1111Vn 1 1.1111E 117 1 HOPE ENGINEERS 203 Lillian Street Benton, Arkansas 72015 (501) 315-0786 Fax: (501) 315-0700 TT Trsr.hopeengineers. com FOR XcingularA L WIREESS Cingular Wireless 4215 South Shackelford Suite E Little Rock, AR 72204 COAXIAL ICE BRIDGE DETAILS BOWMAN STATION SITE # SA -2299 DRAWINGS TO SCALE ON 11 x 17 ONLY l��T ATE 0 f0 00 ARKANSAS REGISTERED PROFESSIONAL 1 EN f E ;!1 Of ■ No. 197 o 0 w r�iri/rte• % DAP 102/04/2002 CHEC%ED BY: DATE: FiP 2cr2 SCALE: NONE SHEET: 7 OF 9 ]OB 0: REV. PACE: 02-017 0 E-3 BOX: RHC 303012 WITH RAINPROOF DATE: NEMA 3R ENCLOSURE DAP BACKBOARD: PLYWOOD -- 2002 LIGHT KIT: WKL0255WIT120 r & GFCI WTHR/PROOF RECEPTACLE COOLING FAN: A-4AXFN SCALE: NONE MNT. BRACKET: A-BRKT4 OF FINGER GAURD: A-GARD4 REV. LOUVER: (QTY 2) A-VK44556 02-017 FILTERS: (QTY 2) A-FLTR4 S-1 THERMOSTAT: A-TEMNO 1 1/2" GALV. UNISTRUT (TYPICAL) (1) 2" TELCO CONDUIT TO DEMARC #2 TINNED SOLID IN 3/4" FLEX TO BURIED _ GROUND RING, (2 HOLE LUG ABOVE GROUND CADWELD @ BURIED GROUND RING) (1) 2" TELCO CONDUIT TO EQUIPMENT HOFFMAN/TELCO BOX DETAIL CAP END J - L HOFFMAN/TELCO '- BOX st I nuE #2 AWG BARE TINNED SOLID COPPER, CONNECT TO NEAREST GROUND RING AND CADWELD TO POST (TYPICAL EACH PIPE) UNIS' BUS 41CROCELL RAI ►ETAIL TELCO PANEL 2 � PDC RCM RCM RCM _T [-1 '-5" 2'-11 " 2'-g" 2._$,. DATE HOPE ENGINEERS 203 Lillian Street Benton, Arkansas 72015 (501) 315-0786 Fax: (501) 315-0700 www .hope engineers. c om FOR X angular 11 WIRELESS Cingular Wireless 4215 South Shackelford Suite E Little Rock, AR 72204 MISCELLANEOUS DETAILS SHEET BOWMAN STATION SITE # SA -2299 DRAWINGS TO SCALE ON 11 x 17 ONLY Oorf5� ` ARKANSAS * REGISTERED PROFESSIONAL ENC-IDWE./ 'No. 1975 U Ztn�ii1A Ly.Ij 5F -M" BY: DATE: DAP 02 04 2002 CHECKED BY: DATE: 'It -2002 - SCALE: NONE SHEET:$ OF !DB �: REV. PACE: 02-017 0 S-1 CONCRETE NOTES: 1. CONCRETE SHALL BE INTERNALLY VIBRATED IN ACCOPDANCE WITH ACI STANDARD 309-81 RECOMMENDED PRACTICE FOR CONSOLIDATION OF CONCRETE. 2 7 DAY AFTER PLACEMENT iALHE CONCRETE REOSHALL BE COVERED WITH A PLASTIC VAPOR BARRIER FOR A D. 3. ALL EXPOSED EDGES OF CONCRETE SHALL HAVE A 3/4" CHAMFER. 4. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, PREFORMED UNLESS OTHERWISE NOTED. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A IBS WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE, SPLICES. CLASS "B", AND ALL HOOKS SHALL BE STANDARD UNO. 5. CLEAR COVER FOR REINFORCEMENT SHALL BE 3" UNLESS NOTED OTHERWISE. 6. MINIMUM LAP FOR SPLICES SHALL BE 24 BAR DIAMETERS. 7. CONSTRUCT THE SIDES OF THE STRIP FOOTING FOUNDATION STRAIGHT AND VERTICAL. TO REDUCE THE RISK OF FROZEN SOIL ADHERING TO THE CONCRETE AND LIFTING THE FOUNDATION. THE USE OF FORMS AT THE TOP OF THE STRIP FOOTING MAY BE NECESSARY TO PREVENT THE CREATION Or AN ENLARGED AREA OF CONCRETE (MUSHROOM). IF A MUSHROOM OF CONCRETE OCCURS, HEAVE OF THE FOUNDATION CAN TAKE PLACE FROM FROZEN SOIL BENEATH THE MUSHROOM HEAVING UP AND CARRYING THE FOUNDATION WITH IT. GENERAL NOTES I. SCOPE OF WORK SHALL CONSIST OF EXCAVATION FOR AND CONSTRUCTION OF A CONCRETE FOUNDATION FOR EQUIPMENT SHELTER, PLACEMENT OF THE EQUIPMENT SHELTER ON THE NEW FOUNDATION. EXTERNAL GROUND RING AND GROUNDING SYSTEM. AND NEW ELECTRICAL AND TELEPHONE SERVICE TO THE EQUIPMENT SHELTER. 2. CONTRACTOR SHALL VISIT SITES TO FAMILIARIZE HIMSELF WITH EXISTING SITE CONDITIONS AS THEY RELATE TO SITEWORK. FOUNDATION CONSTRUCTION. ACCESS, ELECTRICAL SERVICE, AND OVERALL COORDINATION. 3. CONTRACTOR INSTALL ALt EQUIPMENT AND MATERIALS RIA[ S COMENDA11ONS UNLESS DIRECTED OTHERWISE OR WHERE LDCALCODES OR REGULATIONS TAKE PRECEDENCE. 4. DIMENSIONS SHOWN ARE TO FINISHED SURFACES UNLESS NOTED OTHERWISE. CONTRACTOR SHALL FIELD VERIFY DIMENSIONS. IF THERE ARE ANY QUESTIONS R DISCREPANCIES CONCERNING CONTRACT DOCUMENTS AND EXISTING CONDITIONS, THE CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE OWNERS REPRESENTATIVE BEFORE PROCEEDING WITH WORK IN QUESTION. S. NTRACTOR SHALL BE RESPONSIBLE RESPONSIBLE R DIRECTING FOR ALL CONSTR CT ONMETHODSAND PROCEDURESAND . THE M AND FORC HE SHALL BECOORDINATING ALL ASPECTS OF THE WORK. 6. THE RADIO SWITCHING EQUIPMENT IS SUPPLIED UNDER SEPARATE CONTRACT. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH THE WORK OF OTHERS PERTAINING TO RADIO SWITCHING EQUIPMENT, OR ANY OTHER RELATED WORK. 7' DDMUUENTSS WOTFH THHEE LAPTEST REVISIO SROVIDE AT E FOR THE USE OF ALL PROJECT SITE A FULL SET OF CONSTRUCTION 8. EVERY EFFORT HAS BEEN MADE TO DEFINE THE SCOPE OF WORT[ IN THE CONTRACT DOCUMENTS. THE CONTRACTOR IS CAUTIONED THAT MINOR OMISSIONS AND DISCREPANCIES IN THESE CONTRACT DOCUMENTS DOES NOT EXCUSE HIM FROM PROVIDING SITE IMPROVEMENTS AND A COMPLETED EQUIPMENT SHELTER ACCORDING TO THE INTENTIONS OF THESE DOCUMENTS. 9. UTILITIES AS SHOWN ON THIS DRAWING ARE ONLY APPROXIMATE. NO GUARANTEE IS EITHER EXPRESSED OR NIPLIED AS TO THE ACCURACY OR COMPLETENESS THEREOF. THE CONTRACTOR $HALL BE EXCLUSIVELY RESPONSIBLE FOR DETERMINING THE EXACT UTILITY LOCATIONS AND ELEVATIONS PRIOR TO 714E START OF CONSTRUCTION. JgAL -W -lay-U2 3 WORKING DAVORE ANY DIGGING BEGINS, GENERAL ELECTRICAL NOTES: 1. SUBMITTAL OF BID INDICATES CONTRACTOR IS COGNIZANT OF ALL JOB SITE CONDITIONS AND WORK TO BE PERFORMED UNDER THIS CONTRACT. 2. CONTRACTOR SHALL PERFORM ALL VERIFICATION OBSERVATION TESTS, AND EXAMINATION WORK PRIOR TO THE ORDERING OF THE ELECTRICAL EQUIPMENT AND THE ACTUAL CONSTRUCTION. CONTRACTOR SHALL ISSUE A WRITTEN NOTICE OF ALL FINDINGS TO THE ARCHITECT LISTING ALL MALFUNCTIONS. FAULTY EQUIPMENT AND DISCREPANCIES. 3. THESE PLANS ARE DIAGRAMMATIC ONLY, FOLLOW AS CLOSELY AS POSSIBLE. 4. EACH CONDUCTOR OF EVERY SYSTEM SHALL BE PERMANENTLY TAGGED IN EACH PANEL BOARD, PULL BOX, J-BDX. SWITCH BOX, ETC., IN COMPLIANCE WITH OCCUPATIONAL SAFETY AND HEALTH ACT (O.S.H.A.) S. CONTRACTOR SHALL PROVIDE ALL LABOR. MATERIALS, 1NSUAANCE, EQUIPMENT. INSTALLATION, CONSTRUCTION TOOLS, TRANSPORTATION, ETC., FOR A COMPLETE AND PROPERLY OPERATIVE SYSTEM ENERGIZED THROUGHOUT AND AS INDICATED ON DRAWINGS, AS SPECIFIED HEREIN AND/OR AS OTHERWISE REQUIRED. 6. CONTRACTOR SHALL SECURE ALL NECESSARY BUILDING PERMITS AND PAY ALL REQUIRED FEES 7. COMPLETE JOB SHALL BE GUARANTEED FOR A PERIOD OF ON: (1) YEAR AFTER THE DATE OF JOB ACCEPTANCE BY OWNER. ANY WORK, MATERIAL OR EQUIPMENT FOUND TO BE FAULTY DURING THAT PERIOD SHALL BE CORRECTED AT ONCE. UPON WRITTEN NOTIFICATION. AT THE EXPENSE OF THE CONTRACTOR. S. ALL CONDUIT ONLY (C.O.) SHALL HAVE A PULL WIRE OR ROPE. 9. PROVIDE PROJECT MANAGER WITH ONE SET OF COMPLETE ELCTRICAL "AS INSTALLED" DRAWINGS AT THE COMPLETION OF THE JOB, SHOWING ACTUAL DIMENSIONS, ROUTINGS, AND CIRCUITS. 10. ALL BROCHURES, OPERATING MANUALS, CATALOGS, SHOP DRAWINGS, ETC. SHALL BE TURNED OVER TO OWNER AT JOB COMPLETION, 11. ALL CONDUCTORS SHALL BE COPPER. 12. THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED AS REQUIRED BY ALL APPLICABLE CODES. 13. IN DRILLING HOLES INTO CONCRETE WHETHER FOR FASTENING OR ANCHORING PURPOSES, OR PENETRATIONS THROUGH THE FLOOR FOR CONDUIT RUNS, pIPE RUNS, ETC., IT MUST BE CLEARLY UNDERSTOOD THAT TENDONS AHD/OR REINFORCING STEEL WILL NOT BE DRILLED INTO, CUT R DAMAGED UNDER ANY CIRCUMSTANCES. 14. LOCATION OF TENDONS AND/OR REINFORCING STEEL ARE NOT DEFINITELY KNOWN AND THEREFORE MUST BE SEARCHED FOR BY APPROPRIATE METHODS AND EQUIPMENT VIA X-RAY OR OTHER DEVICES THAT CAN ACCURATELY LOCATE THE REINFORCING AND/OR STEEL TENDONS. 15. PENETRATIONS IN FIRE RATED WALLS SHALL BE FIRE STOPPED IN ACCORDANCE WITH SECTION NO. 4305 AND NO. 4304 OF THE U.B.C. 16. GROUNDING CONDUCTORS SHALL BE SOLID TINNED COPPER AND ANNEALED /2. 17. METER SOCKET AMPERES, VOLTAGE, NUMBER OF PHASES SHALL BE AS NOTED ON THE DRAWINGS. MANUFACTURED BY SQUARE COMPANY OR APPROVED EQUAL CONDUIT: RIGID CONDUIT USED SWH NgNSTALLEDBEL IN ORLVANIZED ZINC UNDER CONCRETEATED SLABSITHZINC CON ACT WITHRD THE EARTH, UNDER PUBLIC ROADWAYS, iN MASONRY WALLH SHALL BE S OR EXPOSI[D ON BUILDING EXTERIOR. WRAP ONDUIT UNLESS IN CONTACT WITH OTHERWISE) ATT A M NIMUM DEPTH OF 24 wBELOWDGRADE.HUHTS PROLE S NO. S. b. COMPRESSIONRTYPE. EMT SHALL HALL BE USED ONLYUFOR INTERIORS RUNS BE GLAND RING e. FLEXIBLE METALLIC CONDUIT SHALL HAVE U.L LISTED LABEL AND MAY BE USED WHERE PERMITTED BY CODE. FITTINGS SHALL BE "JAKE" OR SQUEEZE" TYPE. SEAL TIGHT FLEXIBLE CONDUIT. ALL CONDUIT IN EXCESS OF SIX FEET IN LENGTH SHALL HAVE FULL SIZE GROUND WIRE. d. ALL UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE 40 (UNLESS NOTED OTHERWISE). 18. ALL ELECTRICAL EQUIPMENT SHALL BE LABELED WITH PERMANENT ENGRAVED PLASTIC LABELS. 19. CONTRACTOR TO COORDINATE WITH UTILITY COMPANY FOR CONNECTION OF TEMPORARY AND PERMANENT POWER TO THE SITE. THE TEMPORARY POWER AND ALL HOOKUP COSTS TO BE PAID BY CONTRACTOR. STANDARD CIVIL NOTES: SITE WORK 1. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND STIPULATED IN THE SPECIFICATION PROJECT SUMMARY. 2. RUBBISH, STUMPS, DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 3. AREAS REQUIRING FILL OR BACK FILL SHALL BE PLACED IN 6" MAXIMUM LIFTS AND COMPACTED BEFORE PLACING NEXT LIFT. 4, COMPACTION OF SMALL AREAS SHALL BE ACCOMPLISHED BY POWER DRIVEN, HAND HELD TAMPERS. DESCROITION HOPE ENGINEERS 5. ALL EXISTING ACTIVE SEWER, WATER, GAS. ELECTRIC, AND OTHER UTILITIES 203 Lillian Street WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, Benton, Arkansas 72015 AND RELOCATED AS DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD (501) 315-0786 Fag: (501) 315-0700 OF USED BY THE CONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING www.hopeengineers.com FOR THE WORKING CREW. 6. ALL EXISTING INACTIVE SEWER. WATER. GAS. ELECTRIC, AND OTHER U71UTIES WHICH INTERFERE WITH THE EXCAVATION OF THE WORK, SHALL BE REMOVED AND SHALL BE CAPPED. PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF ENGINEERING. 7. THE AREAS OF THE CUSTOMER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE BUILDING, DRIVEWAY OR CRUSHED STONE, SHALL BE GRADED TO A UNIFORM SLOPE. FERTILIZED. SEEDED, AND COVERED WITH MULCH AS SPECIFIED IN THE SPECIFICATION LANDSCAPE WORK. S. CONTRACTOR SHALL RESTORE THE COMPOUND WITH VEGETATION CONTROL FABRIC AND 4" MIN OF #57 CLEAN 1" ROCK GENERAL GROUNDING NOTES 1. ALL DETAILS ARE SHOWN IN GENERAL TERMS, ACTUAL GROUNDING INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SPECIFIC SITE CONDITIONS. 2. THE BURIED RING GROUNDING CABLE AND TOP OF GROUNDING RODS SHALL BE BURIED A MINIMUM DEPTH OF 2'-6" BELOW FINISHED GRADE, OR 6" BELOW FROST LINE, WHICHEVER IS DEEPER. FOR Xangular Tm Cingular Wireless 4215 South Shackelford Suite E Little Rock, AR 72204 GENERAL NOTES BOWMAN STATION SITE # SA -2299 DRAWINGS TO SCALE 3. THE BURIED RING GROUNDING CONDUCTORS SHALL BE /2 SOLID TINNED COPPER CABLE. ON 11 x 17 0 N LY 4. GROUND SYSTEM SHALL BE TESTED PER SPECIFICATIONS AND SHALL HAVE A RESISTANCE 70 EARTH OF 5 OHMS OR LESS, IF NOT NOTIFY CONSTRUCTION MANAGER. S. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. 5A. GROUND RODS SHALL BE COPPER CUD STEEL, 5/8" ROUND AND 8' LONG. COPPERWELD OR APPROVED EQUAL 6. ALL GROUND LEADS (PIGTAILS) ARE TO BE OF SUFFICIENT LENGTH TO REACH REM OR AREA INDICATED ON DRAWINGS. 7. CHEMICAL GROUNDS SHALL BE XIT, CHEM -ROD OR APPROVED EQUAL, WHEN REQUIRED. 8. N071FY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES INSTALLING GROUNDING SYSTEM TOWER. 9. ALL UNDERGROUND GROUNDING CONNECTORS ARE TO BE CADWELDED ABOVE GRADE GROUNDING SHALL BE CADWELD WHERE POSSIBLE do MECHANICAL ELSEWHERE 10. GATE GROUNDING SHALL BE FLEX CONNECTOR: REF. 'CADWELD' CATALOG /FJ2024 FOR GATE/POST FLEX CONNECTOR (EXAMPLE: PART NO. V13C-20-003 FOR 2 7/8" POST). 11. CRIMP AND CLAMP CONNECTIONS ARE TO BE BRASS, THOMAS R BETTS OR BURNDY UNLESS SPECIFIED OTHERWISE 12. MECH. LUG CONNECTIONS ARE TO BE DOUBLE HOLE LUGS OF APPROPRIATE SIZE AND SURFACES TO BE CONNECTED ARE TO BE SCRAPED TO BARE METAL, CLEANED AND TREATED WITH NO -OX ANTI - OXIDATION COMPOUND. STACKING OF LUG CONNECTIONS IS STRICTLY PROHIBITED. 13. DOUBLE LUG CONNECTIONS ARE NOT PERMITTED WITH SOLID WIRE. SECTION NO. 4305 AND NO. 4304 OF THE U.B.C. rr�sz AT E 0 � f�rr ARKANSAS r REGISTERED PROFESSIONAL � Ia SER -- ■ f�o. 1975 '► DRAWN BY: DAP 0204 2002 CHECKED BY: DATE: SCALE: NONE SHEET:9 OF 9 JOB 0: OBEY. PACE: 02-017 0 GN -1