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Z-8636 Map 2T 00 at&t SITE NAME: GEYER SPRINGS SITE ID: AR1491 RAWLAND MONOPOLE TOWER 1704.2 INSPECTION OF FABRICATORS — INSPECTION OF FABRICATORS IS NOT REQUIRED BASED ON 1704.2.2 1704.3 STEEL CONSTRUCTION — NO SPECIAL INSPECTION REQUIRED — FABRICATION PROCESSES CAN BE OBTAINED FROM TOWER MANUFACTURER 1704.4 CONCRETE CONSTRUCTION — NO INSPECTION NECESSARY FOR BUILDING FABRICATION — SPECIAL INSPECTOR WILL BE ONSITE DURING TOWER FOUNDATION INSTALLATION 1704.5 MASONRY CONSTRUCTION — NO SPECIAL INSPECTION REQUIRED — PROPOSED MASONRY STRUCTURES ARE PREFABRICATED 1704.6 WOOD CONSTRUCTION — NO SPECIAL INSPECTION REQUIRED — NO WOOD CONSTRUCTION PROPOSED 1704.7 SOILS — NO SPECIAL INSPECTION REQUIRED — NO PROPOSED EXCAVATION (FILL) TO EXCEED 12 INCHES IN TOTAL DEPTH 1704.8 PILE FOUNDATIONS — NO SPECIAL INSPECTION REQUIRED — NO PILE FOUNDATION PROPOSED 1704.9 PIER FOUNDATION — SPECIAL INSPECTOR WILL BE AVAILABLE DURING TESTING AND INSTALLATION OF PIER FOUNDATION INSTALLATION 1704.10-14 VARIOUS (SEE IBC 2006) — NONE PROPOSED — NO SPECIAL INSPECTION REQUIRED 1707 SPECIAL INSPECTION FOR SEISMIC RESISTANCE — INFORMATION INCLUDED IN TOWER DRAWINGS 1708 STRUCTURAL TESTING FOR SEISMIC RESISTANCE — INFORMATION INCLUDED IN TOWER DRAWINGS STATEMENT OF SPECIAL INSPECTION 4C-RO T INTERNATIONAL y SITE NAME: GEYER SPRINGS SITE ID: 5800293 ADDRESS: 8611 GEYER SPRINGS ROAD LITTLE ROCK, AR 72209 lqal LG ii g. ,rl B7i a_ - g , GB er � a y 5prltlgsr J � • ' , g �_ GuniSprings S r s "Gil lam Park Fbblw Rd 3 /SppFngst l e U2 i--: WBath St � I LA6 Yv�A�I�°E� .��-ShameFl�@rL9 a Clamrule 'my PERiS:� � ' .rrl E Olean Rp 6t ul � Base Llne J' 1VtwdyardvlAe �EYER SPRINGS e� rgRr V,1X! rr BrIuain f a � p 0° . ¢e Cv[Ort Rhke Rd ii RessenLBrper Rd y �•. • 0. �jy F140.It [I — County Rand t9 VICINITY MAP FROM LITTLE ROCK, AR: TAKE 1-30 W TOWARD TEXARKANA — GO 7.6 MILES. TAKE EXIT #133/GEYER SPRINGS ROAD — GO 0.3 MILES. TURN LEFT ON GEYER SPRINGS RD — GO 0.7 MILES. ARRIVE AT SITE, ON THE LEFT. I SITE DIRECTIONS SITE INFORMATION SITE NAME: GEYER SPRINGS BUINESS UNIT NUMBER: 5800293 SITE ADDRESS: 8611 GEYER SPRINGS ROAD LITTLE ROCK, AR 72209 PULASKI COUNTY LATITUDE: 34" 40' 16.85' N LONGITUDE: 92° 20' 29.7T W ZONING CLASSIFICATION: C-3 ZONING JURISDICTION: CITY OF LITTLE ROCK PARCEL NUMBER: 341-4040500500 OVERALL TOWER HEIGHT: 115' AGL PROPOSED LEASE AREA: 60' x 60' (3600SF) CONSTUCTION LIMITS: 3600 SF t SCOPE OF WORK: NEW AT&T WIRELESS PCS, LLC SITE DRAWINGS T-1 TITLE SHEET C-1 SITE SURVEY ARCHITECTURAL A-1 TOWER ELEVATION A1-1 MOUNT LEVEL ONE A11-2 RF PLUMBING DETAILS DRAWINGS CA-1 SITE PLAN CA-2 LANDSCAPE PLAN CB-1 SITE DIMENIONS FUTURE BUILDOUT AREA CB-2 TOWER PLACEMENT DIMENSION CC-1 SITE CONDUITS_COAX ICE BRIDGE. CC-2 RISER DIAGRAM STANDARDIZED CONSTRUCTION SPECIFICATIONS DETAILS & GUIDELINES A-3 GENERAL NOTES & SPECIFICATIONS CD-1 SURFACE DRAINAGE CULVERT CD-2 FENCEGATE DETAILS CD-3 CONDUIT TRENCH_PULL BOXES DETAILS CD-4 SECTION & DETAILS CD-5 ICE BRIDGECOAX PORT DETAILS CD-6 FOUNDATION DESIGN E-1 ELECTRICAL NOTES EM-1 5 FT FRAME DETAIL (IF APPLICABLE) EM-1-13 5 FT FRAME DETAIL (IF APPLICABLE) GD-1 GROUNDING RING DETAILS GD-1.1 GROUNDING LAYOUT GD-2 TWR FENCE -UNIT DETAILS GD-3 GROUNDING DETAILS S-1 SITE SIGNAGE FENCE & GATE SMW CA#:AR 1935 -d;: a SMW JOB #: 10-0856 PROJECT INFORMATION SITE MANAGER CONSTRUCTION MANAGER ZONING MANAGER RF ENGINEER PROJECT MANAGER CONSTRUCTION DRAWINGS FOR MONOPOLE TOWER INSTALLATION NAME: JIM WILBANKS DATE: NAME: JOHN McCLESKEY NAME: SHAWN WRIGHT NAME: DATE. NAME: SCOTT DAVIDSON DATE: DATE: DATE: CARRIERS LOGO aut 6 m 11 Xs�E INTERNATIONAL * SPACE RESERVED FOR PROFE^Fd M SEALS LICENSED PROFESSIONAL. ENGINEER irk 'k d ERTYOR OWNER R IS PRODUCED SOLELY 115E!•!TH 1AR�R AHC f['Y AFFILIATES. REPROOI&M OR WSE CFTHIS DRAWING AND/OR THErNFORAtAT" CONTAINED tH IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. mIn ❑ co ❑ ?> z w_ � > W U � U) F- z w z 0 0 Z 0 0 0 Ll1 d LL " W W U rn>> W ❑ N (!l co to Qa� o ❑sa N O 0 0 z 0 U3 0[7-11Z a 0 CL F o 0 wy� pq wry chi w _ m w S 3 Z - >mE zany LL < z o oo W g ..I � o LL a o z w' - W a z � c7 O 0 W z W z w J U U) Z�:JQS zz mr< Z coci N ri O z () bow R N Q w O N m D) cc 3: 0 0U. U 0 N E En H T-o a !7 \ c w=� 3 0 D-z Z F_ zF ¢ 0 w� ❑ = 0 C7�❑ Clr Q�� Z 00¢J07 u-- MRIERS LOGO aut 61 C4NOS N 1NTERNATIDNA L j SPACE RESERVED FOR PROFESSIONAL SEALS LICENSED No.14 1 DRA51RN6 C6PTRf6NCEb AAiO1H 7HE SOLE 111114 SWlR1'1'Oi kE OWNER RIS PRODUCED SOLELY CR USE BY THE OWNER AND HIS AFFILIATES. THEINWGTmrI N USE CONTAINED IS IT IS INGFOR AND/OR THE INFORMATION CONTAINED IN R IS FORBIDDEN WITHOIfT THE WRNTEN PERMISSION OFTHE OWNER. 3 z w_ g � W U � N Z (n Z W z 0 U U z Oof 0 LLI a w W 0_ ❑ ❑ U W W C, �2 H O_ a r M ❑ O r f� O O Z O r ENGINEER: AR CA#: 1935 T"m EN[31N EERINQ GRO11 P, IHO. TGOLTHll PL t"IAO A RLTTLR TOMQRMQw DRAWN BY: JLR SMW # 10-0856 CHECKED BY: JDS DRAWING DATE: 09/21/2010 CROWN CASTLE SITE NUMBER: 5800293 STE NAME: GEYER SPRINGS SITE NAME SITE NAME: GEYER SPRINGS BUSINESS UNIT NUMBER BU #: 5800293 SITE ADDRESS 8611 GEYER SPRINGS ROAD LITTLE ROCK, AR 72209 PULASKI SHEET TITLE TOWER ELEVATION SHEET NUMBER A-1 Cingular RF-Site Design Form SITE INFORMATION Jkri— C e5 is Woman LeN FnMn TA., 'MpM Hea Sell lie/VARSY501soi 1f00 Nr2mnner If�n Cnan i 6 mu� wt• lle T 5ro TRIM 0—f AT&T ',� Ori+rav,eme q1, —St—Type Monopole •� YCa�� Ikta •><na. mr Ineex •o+aw nan Nay A�3 Imo" 306y,3330 �•� •TecMdgry GSMIUMTS ,✓wee �anaa 92.3Aism - Eieailnn J76 'F—O Sartl 850lima N.0 App—Sy Ter uwRee>e sme An •mc STE SITE CONFIGURATION EXISTNG Cpnfiguralbn PLANNED C,,nfigm-Abn trrim N:a,r urea• �m *al�..waa GSM Rra ee paw.a 1 • le`ee' C T•fa:e. a,s n e vfrmr r Ellaean c�inetpT LW 5 •. erw • 015 Motel BTS Motlrr rro�•nc ena, •xame,rer aSeln.Ls Mars • Fn•arrey Sara '-' ,g[q • S,s MaaH in n adnN. � D CELL6ECTOR 1H W RT'AriL1ef EXISTING C-figualbn PLANNED C-11guragon e 5earrA a.a.la eNmA s.emre mre SAND Mavcn,r • F'n rare eycl rtr.y •.hare Aas l Arw[n �r+, 6AFU alln Yrx4en,1. • PN rurarr Fa, IArar 'FAY4, L`fal n- rtb,r An[mna Svsi,m eearll IaarC ienl,A Galr• 1 Anlenna 1 D&d An,-"T R 1 GSM "ANeare Moeel .nne ....e[ OBXNH '6a5AHnA1 DiXNHa6fi68R1M ..^, ew •D�aa.. wm � ixSN,xl,rx rN.l.r�..r.5 •rbawrr Sra.=a Vemni6nmman w1P ,516,' er a,e,Ta ••GMn esnnegg utlan itll.a ael eSe na.aeel 1,3etlatl l,e3 ael -asgaan. •,000 See, m•••tl z : z z a T Nam Ana,n.aa M�mi W.m.�l a..ree.a Ga>�en Nen�vaer w .[ ln. n ioxw T,ein [„ TTm.[usllce, r1,f . 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CAF:RIER-1 LOGO C9 at L C�5TL�® IH'fERItASIONAI SPACE SEALS ARON AS Y LICENSED PROFESSIONAL ENGINEER T DRAMA -WiY/DGHTi D ANC Ia THE SOLE RTI YNE OWNER IT IS PRODUCEDSOLELY [O�R 1iRE' YME OWNER AND IT•S AFFILIATES. RaPAODtIC'TIOH OR USE OF THIS DRAWING AND/OR THE IHFICAMATION fpH7AINE0 IN WIN FORHIDGEI WITHOUT THE WRITTEN PERMISSION OF THE OWNER m ' ❑ Z W O U � O Z Z W Z Z U L) Wa O 0= O 0: 1, Lu U) y W � r 0 o a 0 6 Z ENGINEER: AR CA#: 1935 � M". EH6IHESRING GROUP. INC. *vneTT[xx Tuar><[>,n n ieT[-Ta Tvaveev,e DRAWN BY: JLR SMW # 10-0856 CHECKED BY: JOS DRAWING DATE: 09/21/2010 CROWN CASTLE SITE NUMBER: 5800293 SITE NAME: GEYER SPRINGS SITE NAME SITE NAME: GEYER SPRINGS BUSINESS UNIT NUMBER BU #: 5800293 SITE ADDRESS 8611 GEYER SPRINGS ROAD LITTLE ROCK, AR 72209 PULASKI SHEET TITLE MOUNT LEVEL ONE SHEET NUMBER Al -i AntPOs.1 AnLPo7 .4 UMTS a5o11--oot 0o GSM 8SOM900 F� r.ET x View is from back of x x x Antennas x x x w rs ew TTOB-19013111. D01 1TO8-19DB1II- 001 An1.P.s.1 AnLPos.4 U111TS 8,501190011900 GSM 85011900 RET FIET x x View is from back of x x x x Antennas x x X. aw u ixl Tr0&1968111. 001 rM-190911 I. 001 Hatchplate Hatchplate ia. H UrATDiplexer. Diplexer: 1900 Diplexer: All un-terminaled UFATS Diplexer. All up-lernlinaled I 900 terminators 1900 terminators will require DC ports will and5require a will require DC DC block and 0 ports will require a OC block and 50 t block. ohm load block. ohm load Dr i}y Drat crwcr UYma 1:1DD+vcr d; o.o+de �s ter -,ext c � ca vm s .nm raa Im! Ian •• rm c:o ;y ` Xc 'S ' ,x'�r' .+_5 [tee % X -• xx- x1x `x x� % -zx xr Ne :r� xC cx' � .�xi� ��'-a>i x Jx -- x F .~.- C aF EYYE_.• (C f-'C CeC L'` C CC C _ r �r � � r � � `� r � F• �r }1�1� ... f� _ .. .«_ ATS _ ^j Cn_ A a :• C _ _ Ax 6'Y _r -GZ _ Nx 8"' j L^ �-a 1 c _ -.■ .__...-.-....... ...�.... _.M . r..._ -• Ufv!TS 9`_0:7900 GSU850 UMTSCSO.i ! ..1900 GSMB50 Primary Primary P—ry ` ` Pr t. r Primary cf.,.rt I Cabrnt nol c�.-.t ` I c v1 c H LEVEL DRAWING A (,Pos.i A.LPos4 UfATS 65011 V0011900 GSM 850fl9OO CARRIERS LOGO &t INTERNATIONAL 1i SPACE RESERVED FOR PROFESSIONAL. SEAS aaa ARKANSAS LICENSED PROFESSIONAL �NCGIL� ,�No. 4142 S pG-- COPYRIGHTED ANO IS THE SOLE i E Eff XE OWNER. R IS PRORIATE SOLELY Y5E 8 E R USE AND HIS AFFILIATES. REPRO XOq USE OFTHISN DRAWO FORBIDDEN THE INFORMATION CONTAINED SI IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. m Z w_ O U IFY O Z LU z U U Z W p 0 0 d UL 0C n N w F o a in Q oaa N �o O z O ENGINEER: AR CA#: 1935 WTITI ENfri1V EERIHB t3nOUP, IHC- Tor rrM x >'LA N F: xo A 1ILTTFx rGxo 4 rpv DRAWN BY: JLR SMW # 10-0856 CHECKED BY: JDS DRAWING DATE: 09/21/2010 CROWN CASTLE SITE NUMBER: 5800293 SITE NAME: GEYER SPRINGS SITE NAME SITE NAME: GEYER SPRINGS BUSINESS UNIT NUMBER BU #:5800293 SITE ADDRESS 8611 GEYER SPRINGS ROAD LITTLE ROCK, AR 72209 PULASKI SHEET TITLE RF PLUMBING SCALE: N.T.S. 1 SHEET NUMBER Al-2 EXISTING POWER POLE W/ TRANSFORMER EXISTING POWER POLE AND OVERHEAD POWER LI N ES (TYP) EXISTING STORM DRAIN W/ GRATE INLET l�J �7-z a, — EXISTING�� DUMSTER\'\ EXISTING,, ICI L�rt PARKING- I= LOT .: • , : :; a 1 EXISTING BUILDING EXISTING PARKING. r LOT l �Id /rr/i rill • EXISTING,ARKIN Y�I�fr II�III•I�rI,P LOT G EXISTING TELCO rTj?l PILDESTAL (TYP) EXISTING WATER— VALVE (TYP) EXISTING CONCRETE (TYP) SITE PLAN EXISTING PROPERTY LINE 40' BUILDING LINE 30' ACCESS AND UTILITY /FEASEMENT WITHIN ASHPALT —PARKING LOT (SEE SURVEY) / C- / f L�tiJ L1 J�J:✓_� 7Tr 1\\\ \+PARKING�'\� rl !_ I LOT 1� 12' UTILITY EASEMENT aid f` EXISTING BUILDING r.�;l I r#_► t• . f TOWER SETBACKS FROM PROPERTY LINE NORTH: 116.5'f EAST: 152'f SOUTH: 116'f WEST: 739'f '—A- -" -i ....,,l! EXISTING LIGHT POLE (TYP) 10' UTILITY EASEMENT (SEE SURVEY) / I y � r • i rlI � PROPOSED 60'x6O' LEASE AREA PROPOSED 12' COMPOUND GATES (6'-0" GATES) EXISTING PROPERTY LINE GRADE PROPOSED COMPOUND PER DETAIL SHEET CD-1/2 PROPOSED 48'x48' BOARD ON BOARD 8' HIGH OPAQUE WOODEN FENCED COMPOUND SEE DETAIL LEASE SHEET CD-2 10' UTILITY EASEMENT (SEE SURVEY) EXISTING PROPERTY LINE LEASED BOUNDARY LINE SETBACKS FROM PROPERTY LINE NORTH: 86'f EAST: 121't SOUTH: 85' f WEST: 708't EQUIPMENT SETBACKS FROM PROPERTY LINE NORTH: 96'f EAST: 132' f SOUTH: 1 12'f WEST: 717' f SCALE: 1"=100' 1 1 t RIERS Loa N E INTERNATIONAL Vr SPACE RESERVED FOR PROFESSIONAL SEALS ARKS AS LICENSED pRoFIESSIONAL Tiu5 AWINtl l fi17NTED AND IS THE SOLE P RTY CF ELSSTiER IT IS PRODUCED SOLELY FOR USE SYT OWNER AND IT'S AFFILIATES. ¢HE Ifll . NOR USE OFTNIS DRAWING ANDIOR THE IHFCAHATIO-Y IN R IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER m �z w O U Z W z 0 zi o Fn z W LLLJ o 0 � oCQ cl) wat� o� ooa �a 0 z ENGINEER: AR CA#: 1935 ENGINEERING GROUP, INC. TOGETffEB PLANKI40 A ¢ETTEY TOYO¢¢OW DRAWN BY: JLR SMW # 10-0856 CHECKED BY: JDS DRAWING DATE: 09/21/2010 CROWN CASTLE SITE NUMBER: 5800293 SITE NAME: GEYER SPRINGS SITE NAME SITE NAME: GEYER SPRINGS BUSINESS UNIT NUMBER BU #:5800293 SITE ADDRESS 8611 GEYER SPRINGS ROAD LITTLE ROCK, AR 72209 PULASKI SHEET TITLE SITE PLAN SHEET NUMBER CA-1 SURVEYOR'S TURNBUCKLE DOUBLE —STRAND, 12—GAUGE GALVANIZED WIRE, TWISTED 6" MIN� EN BETWE+ BALL AND j BOTTOM OF EXCAVATION TAMP OR WATER TOPSOIL AT 6" INTERVALS; WATER THOROUGHLY WHEN HOLE IS 2/3 FULL SITE PLAN GARDEN HOSE 1/2"0, MIN REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL 3" SHREDDED HARDWOOD MULCH '3" EARTH BERM TO FORM SAUCER LOOSEN SUBSOIL AT BOTTOM OF EXCAVATION TO 6" MIN DEPTH, TAMP EXISTING PARKING LOT 1*1 0 0 0 0 0 0 00 ____cT07 EXISTING PARKING LOT 2"x2" HARDWOOD STAKES; 36" MIN LENGTH 0000 0 0000 — PROPOSED 115' q OF PROPOSED ACCESS (EXISTING PARKING LOT) (1010 LFf) EXISTING LIGHT POLE EXISTING ----Z PARKING LOT 000 MONOPOLE TOWER 1 FUTURE LEASE AREA PROPOSED ICE BRIDGE— (APPROX. 8LF) f 30' ACCESS AND UTILITY EASEMENT (SEE SURVEY) x¢ —PROPOSED MULTI —TENANT UTILITY STAND j `NEW AT&T SHELTER & FOUNDATION (11'-5"x16') VA PROPOSED 60'x60' LEASE AREA LANDSCAPE BUFFER TREES (TWO INCH CALLIPER) TO BE PLANTED @ 15' O.C. TWO TREES TO BE PLANTED ON EACH SIDE OF THE COMPOUND. MATURE HEIGHT TO BE NOT LESS THAN 20 FEET. NOTE: � TREES AND BUSHES TO BE COMMON FOR LANDSCAPE USE IN THIS COUNTY. 00 LANDSCAPE BUFFER EVERGREEN SHRUBS TO BE PLANTED @ 4' O.C. MAXIMUM. SHRUBS TO BE 30" IN HEIGHT AT PLANTING. MATURE HEIGHT TO BE NOT LESS THAN 5 FEET. PROPOSED 48'x48' BOARD ON BOARD 8' HIGH OPAQUE WOODEN FENCED COMPOUND EXISTING --Z PARKING LOT SCALE: 1"=100' CARRIERS LOGO ANLICENSED S CeOWN" INrc':rlerinrsei SPACE RESERIJED FOR PROFESSIONAL SEALS ARI[ !dS Lu III > o RTY OF - OaYNER. R IS PRODUCED SOLELY A USE 6Y gyrygp AND R'S AFFILIATES. REPRO➢U ROR U3c tiTH15 DRAWING ANOIOR THE 3M1FORIMTiON CO%:R1NED IN R IS FORBIDDEN WRHOUf THE WRITTEN PERMISSION OF THE OWNER. TMAW m°� 3 z w 0 U cl) z U) Z w z 0 U O Lo Z ENGINEER: AR CA#: 1935 ENGINEERING GROUP, INC. TO GETHEQ PLANNING A H¢1T¢Q TO MO BROW DRAWN BY: JLR SMW # 10-0856 CHECKED BY: JDS DRAWING DATE: 09/21/2010 CROWN CASTLE SITE NUMBER: 5800293 SITE NAME: GEYER SPRINGS SITE NAME SITE NAME; GEYER SPRINGS BUSINESS UNIT NUMBER BU #: 5800293 SITE ADDRESS 8611 GEYER SPRINGS ROAD LITTLE ROCK, AR 72209 PULASKI SHEET TITLE LANDSCAPE PLAN SHEET NUMBER CA-2 . EXISTING PARKING LOT 30' ACCESS AND UTILITY EASEMENT (SEE SURVEY) km 7.1 EXISTING PARKING LOT 18' 18' ZPROPOSED MULTI —TENANT UTILITY STAND NEW AT&T SHELTER & L1.5' FOUNDATION (11'-5"x16') PROPOSE., ,., (APPROX. 8LF) 48' m PROPOSED 115' MONOPOLE TOWER F __ FUTURE LEASE AREA (� OF PROPOSED ACCESS (EXISTING PARKING LOT) (1010 LFt) 5.5' EXISTING LIGHT POLE EXISTING ---Z PARKING LOT PROPOSED 60'x6O' LEASE AREA EXISTING ---- Z PARKING LOT PROPOSED 48'x48' BOARD ON BOARD 8' HIGH OPAQUE WOODEN FENCED COMPOUND SITE PLAN I SCALE: 111=10' 1 1 1 e'a6'i&t L c(�I ff INTERNATIONAL y SPACE RESERVED FOR PROFESSIONAL SEALS LICENSED PROFESSIONAL I W i�COPTRIOiifO AH019 THE BOLE P RRTYO. OVIIIER.R IB PROWLED SOLELY F § uaEBY EVHNER NIO R'S AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING ANWOR THE INFORMATION CONTAINED IN IT IS FORBIDOEN WITHOUTTHE WRITTEN PERMISSION OF THE OWNER m w_ z O U Z � z O w U z 0 z z Wa ILLO UL U W W cn (n p Q o� N O ooa �o zz ENGINEER: AR CA#: 1935 ITT" ENGINEERING GROUP, INC. TOGETHER PLANT NG A BETTER TOMORROW DRAWN BY: JLR SMW # 10-0856 CHECKED BY: JDS DRAWING DATE: 09/21/2010 CROWN CASTLE SITE NUMBER: 5800293 SITE NAME: GEYER SPRINGS SITE NAME SITE NAME: GEYER SPRINGS BUSINESS UNIT NUMBER BU #: 5800293 SITE ADDRESS 8611 GEYER SPRINGS ROAD LITTLE ROCK, AR 72209 PULASKI SHEET TITLE SITE DIMENSIONS SHEET NUMBER CS-1 30' A( EASEM EXISTING ---- Z PARKING LOT EXISTING PARKING LOT '- nr mmmmn=r AnnI= `C NG POLE —Z LOT PROPOSED 60'x6O' LEASE AREA - EXISTING PARKING LOT 48'x48' BOARD ON HIGH OPAQUE ENCED COMPOUND { SITE PLAN I SCALE: V=10' 1 1 li6at&t 6 LOGO C( 9 0 INTERNATIONAL *r SPACE RESERVED FOR PROFESSIONAL SEALS LICENSED pRor-ESSIONAL ENGINEER ***^ /1 A T111' RAYAN[L COPYRIGHTIDANDISTSE50LE P LRTTOF OWIiE,_T IS PRODUCED SOLELY F . US£ BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. m � � Z w O U Z y Z W Z 0 1 o Z O O LU d LL LL U LU LU Lou V) DJ V) W rain Q o� N O O a- N O Z Z O T ENGINEER: AR CA#: 1935 wl" ENGINEERING GROUP, INC. TOGETH£A PLA 1— A BETTER TOMORROW DRAWN BY: JLR SMW # 10-0856 CHECKED BY: JDS DRAWING DATE: 09/21/2010 CROWN CASTLE SITE NUMBER: 5800293 SITE NAME: GEYER SPRINGS SITE NAME SITE NAME: GEYER SPRINGS BUSINESS UNIT NUMBER BU #: 5800293 SITE ADDRESS 8611 GEYER SPRINGS ROAD LITTLE ROCK, AR 72209 PULASKI SHEET TITLE TOWER PLACEMENT SHEET NUMBER CS-2 q OF PROPOSED ACCESS � � � (EXISTING PARKING LOT) 30' ACCESS AND UTILITY (1010 LFf) EASEMENT (SEE SURVEY) r Ltil l E w Lai L3 E � E •\ PROPOSED MULTI TENANT UTI LITY STAN D PROPOSED 115' MONOPOLE TOWER j PROPOSED ICE BRIDGE f (APPROX. 8LF) NEW AT&T SHELTER & FOUNDATION (11'-5"x16') I Przpmn- F - - FUTURE LEASE AREA (1) 2"0 PVC CONDUIT W/PULLSTRING FROM NEW METER ON NEW MULTI -TENANT UTILITY STAND TO NEW ATS MOUNTED ON NEW EQUIPMENT SHELTER (3) 3/0 + #4 GRID (1) 2"0 PVC CONDUIT W/PULLSTRING FROM NEW AT&T TELCO HOFFMAN BOX ON H-FRAME TO NEW EQUIPMENT SHELTER (2) 4"0 PVC CONDUITS W/PULLSTRING FROM NEW MULTI -TENANT UTILITY STAND TO END OF UTILITY EASEMENT (APPROX. 1000 LFf) STUB -UP, CAP AND LABEL "POWER" (2) 4" � PVC CONDUITS W/PULLSTRING FROM NEW TELCO SPLICE BOX ON NEW H-FRAME TO END OF UTILITY EASEMENT (APPROX. 1000 LFf) STUB -UP CAP AND LABEL "TELCO" ICE BRIDGE & COAX PLACEMENT NOTE 1) ALL ICE BRIDGE SHOULD BE INSTALLED TO A MINIMUM OF SEVEN (7) FEET ABOVE FINISHED GRADE TO THE LOWEST COAX HANGER, AS TO PROVIDE AN UNOBSTRUCTED PATH TO ALL CUSTOMERS' SHELTER/EQUIPMENT. 2) NO ICE BRIDGE STRUCTURE IS PERMITTED TO ATTACH TO THE TOWER OR THE TOWER FOUNDATION, WITH —OUT NOTICE TO CROWN/GA TOWERS CM/ENGINEERING DEPT WHO WILL OBTAIN THE WRITTEN CONSENT OF CROWN/GA TOWERS CM/ENGINEERING DEPT ENGINEER DEPT. 3) COAX CABLES SHOULD BE INSTALLED IN THE ORDER SHOWN OR BY THE STRUCTURAL ANALYSIS DESIGN. 4) CUSTOMER COAX CABLES SHOULD NOT INTERFERE WITH ANY EXISTING SAFETY CLIMB CABLE OR TOWER LIGHTING FIXTURES. SITE PLAN 1 SCALE: 1"=10' 1 1 1 WRIER5 L000 aut CeAffN* INTERNATIONAL �r SEALS LICENSED PROFENSIDNIa►I_ ENGINEER *fit*.,.4 3 fI T ORAW: DOPYRONTEO ARO IS THE SOLE P OPIP THE OWHE11 IT IS PRODUCED SOLELY Dft UBE THE OWNER AND rr AFFILIATES. =_PROOUCTIDH OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN R IS FORBIDDEN WRHOIIT THE WRITTEN PERMISSION OF THE OWNER. m ❑ ❑ Z W_ 0 > W U � Z z W z OU Z 0 �j O 0 LL G LL LL W W U w ❑�cn o oLu C, o 0 z 0 ENGINEER: AR CAM 1935 TITIT ENGINEERING GROUP, INC. TOGETHER PLANNING A BETTER TOMORROW DRAWN BY: JLR SMW # 10-0856 CHECKED BY: JDS DRAWING DATE: 09121/2010 CROWN CASTLE SITE NUMBER: 5800293 SITE NAME: GEYER SPRINGS SITE NAME SITE NAME: GEYER SPRINGS BUSINESS UNIT NUMBER BU #: 5800293 SITE ADDRESS 8611 GEYER SPRINGS ROAD LITTLE ROCK, AR 72209 PULASKI SHEET TITLE SITE CONDUITS SHEET NUMBER CC-1 NOTES: O REFER TO GROUND ROD WITH ACCESS AREA (DETAIL 2/E-4) O NEW 200A 240V 103W METER SOCKET WITH NEW 200A MAIN CIRCUIT BREAKER RATED AS 'SERVICE ENTRANCE' TO WITHSTAND AVAILABLE FAULT CURRENT. O NEW 120/24OV, 1-PHASE, 3-WIRE, 4 POSITION METERING CENTER, (200A MAX CIRCUIT BREAKER) (SQUARE D METER PAK MPR44200, OR EQUAL) 4O 5/8'Ox10' COPPER CLAD GROUND RODS. DRIVE TOP TO 18' BELOW SURFACE. INSTALL GROUND ROD INSPECTION PORT (DETI 2/E-4). O GROUNDING ELECTRODE CONDUCTOR 03/0 CU) IN V PROTECTIVE CONDUIT. 6O NEW NEMA 3R TELEPHONE CABINET (36'x36'x12' HOFFMAN BOX) W/ 3/4' PLYWOOD BACK AND GROUND BAR. PROVIDE PERMANENT LABEL TO READ 'AT&T' O PROVIDE 2 PARALLEL SETS OF 3 #30OKCMIL TYPE THWN (PER NFPA-70 ARTICLE 310.4) IN FULLY TAPPED TO BOTH SETS OF UTILITY COMPANY FEEDERS AND SECURED WITH HYDRAULICALLY COMPRESSED CONNECTIONS, DOUBLE WRAPPED AND INSULATED FROM DAMAGE IN WIREWAY. O PROVIDE 3-3/0, 1#215 TYPE THWN IN 2' CONDUIT (IMC ABOVE GRADE, SCHED. 40 PVC BELOW GRADE,) O 2' CONDUIT W/ (1) 25 PAIR FROM MAIN TELCO ENCLOSURE TO NEW 'AT&T' TELCO ENCLOSURE. 10 2'0 PVC CONDUIT FROM TELCO HOFFMAN BOX TO PROPOSED SHELTER 1L TELCO SPLICE BOX PROVIDED BY OTHERS i 1, VERIFY ALL EXISTING UNDERGROUND UTILITIES BEFORE TRENCHING. 2. ELECTRICAL CONTRACTOR SHALL CONTACT POWER CO. & TELE. CO. & VERIFY EXACT ROUTING/SIZES & CONDITIONS BEFORE TRENCHING, 3, INSTALL ALL CONDUITS & EQUIPMENT AS SPECIFIED BY POWER CO. & TELE. CO. 4. PROVIDE NYLON PULL STRINGS ON ALL EMPTY CONDUITS, 17 NEW SCHEDULE 40 4' PVC CONDUIT W/PULL WIRE TO TELCO SERVICE TERMINATION, COORDINATE TERMINATION POINT WITH LOCAL TELCO PROVIDER TO (N) UTILITY POLE W/ TRANSFORMER. COORDINATE TERMINATION POINT WITH LOCAL ELECTRICAL PROVIDER. RISER DIAGRAM SYMBOLS LIST AND ABBREM-nONS DIRECT BURIED BARE GROUND WIRE - — — — UNDERGROUND ELECTRICAL CONDUIT AND FEEDER UNDERGROUND TELEPHONE CO. CONDUIT TO TELCO DEMARK POINT ------- GROUNDING RING CONNECTION (CADWELD OR EXOTHERMIC WELD TO STRUCTURE OR DEVICE j'• \L GROUNDING PORT, SEE DETAIL 2 SHEET E04 = GROUNDING POINT SEE GROUNDING PLAN i CONNECTION TO GROUND RING OR GROUND ROD. EXOTHERMIC WELD OR AS REQUIRED BY AUTHORITY HAVING JURISDICTION PULL BOX NOMINAL 24" X 24' X 36" DEEP (WITH TRAFFIC LID WHERE VEHICULAR TRAFFIC IS LIKELY) XIII INDICATES 2 HOT, 1 NEUTRAL, & 1 GROUND IN CONDUIT AHJ AUTHORITY HAVING JURISDICTION CM CONSTRUCTION MANAGER OR AGENT FOR AT&T 3fif►t4ii�iia 71�IC� 00 (N) UTILITY RACK REF SHEET EM-1-B WP GFI OUTLET MAIN UTILITY RACK (BACK) GENERAL NOTES: 1. REFER TO GENERAL NOTES, SHEET E-1 FOR SITE COORDINATION REQUIREMENTS. 2, COORDINATE WITH CONSTRUCTION MANAGER TO ❑BTAIN CURRENT APPLICABLE TOWER GROUNDING REQUIREMENTS FROM AT&T WIRELESS. 3, USE TINNED COPPER (SOLID) FOR EXTERIOR GROUNDING (TYPICALLY #2 OR AS NOTED)1 USE STRANDED COPPER WIRE FOR GROUNDING WHERE NOT EXPOSED AND NOT IN CONTACT WITH EARTH (SEE NOTE 4 BELOW) 4, BURY ALL BARE GROUND WIRES 30' BELOW GRADE. LOCATE NO CLOSER THAN 3' FROM FENCE OR 24' FROM FOUNDATIONS, SLEEVE ALL FOUNDATIONS. CADWELD AND TEST CONDUCTIVITY OF ALL GROUND TIE POINTS. 5. TO MINIMIZE LIGHTNING DAMAGE, NO SHARP BENDS ARE PERMITTED IN ANY WIRING, INCLUDING GROUNDING. 6 GROUND RODS TO BE COPPER CLAD STEEL 5/8'Ox10' LONG WITH TOPS BURIED 18' MINIMUM BELOW FINISHED GRADE, CADWELD TO GROUND RING. RODS SHALL BE SPADED 10' TO 15' ON CENTER ALONG THE GROUND RING. 7, PRIME AND EPDXY PAINT ALL EXPOSED CONDUIT TO MATCH EXTERIOR OF EQUIPMENT BUILDING, 8, ELECTRICAL CONTRACTOR SHALL CONNECT EXTERIOR GROUNDING WIRE TO GROUND RING INSIDE EQUIPMENT SHELTER. TOWER CONTRACTOR SHALL MAKE ALL ABOVE GROUND CONNECTIONS TO TOWER BUSS BARS, AND WAVEGUIDE BRIDGES AT TIME OF CONNECTION TO TOWER. ONE CONNECTION TO THE TOWER BASE SHALL BE A MECHANICAL TYPE, ALL OTHERS SHALL BE CADWELD. (SEE NOTE 10 BELOW) 9, CIVIL CONSTRUCTION CONTRACTOR SHALL BURY ALL GROUND RINGS. CIVIL CONSTRUCTION CONTRACTOR SHALL CADWELD PIGTAILS FOR ALL ABOVE GROUND CONNECTIONS AT TIME OF GROUND RINGS INSTALLATION. 10. PROTECT AND SUPPORT ALL WIRING SUCH THAT IT WILL NOT VIBRATE AGANST OTHER METALLIC OBJECTS AND SUCH THAT THERE ARE NO SHARP BENDS (NOMINAL RADIUS 8' MIN.) CADWELD ALL CONNECTIONS WHERE POSSIBLE, AT TOWER OR LOCATION OF MULTIPLE CADWELD CONNECTIONS, IT MAY BE PERMISSIBLE TO MECHANICALLY BOLT A BUSS BAR TO GROUND OR TO SUPPORT STRUCTURE. (N) AT&T SHEL Cr- 115' MONOPOLE (N) ICE SCALE: N.T.S. li6aut S LOGO ®r, ��6q I QWII,.� INTERNATIONAL dr SPACE ARKANSAS TF # it LICENSED PROFESSIONAL ENGINEER _ *n V,;V3/r1 H�'67A141H6 HOOPYftlG7'11 NiD IS THE SOLE P RTY HE OlNER R IS PRODUCED SOLELY FOR USE ftV THE =IEA AID R'S AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING ANDIOR THE INFORMATION CONTAINED IN R IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. o 0 m z w_ 0 U N z v~i z w z U U Z j 0 0 w d LL LL Q' W U LU co w w o w � O o T- a o z ENGINEER: AR CAM 1935 wll�T� ENGINEERING GROUP, ING. TOGETHER PLAP'1 1— A BETTER TOMORROW DRAWN BY: JLR SMW # 10-0856 CHECKED BY: JDS DRAWING DATE: 09/21/2010 CROWN CASTLE SITE NUMBER: 5800293 SITE NAME: GEYER SPRINGS SITE NAME SITE NAME: GEYER SPRINGS BUSINESS UNIT NUMBER BU #: 5800293 SITE ADDRESS 8611 GEYER SPRINGS ROAD LITTLE ROCK, AR 72209 PULASKI SHEET TITLE SITE CONDUITS SHEET NUMBER CC-2 DIVISION 1: STANDARD PROVISIONS GENERAL NOTES 1. DRAWINGS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE DIAGRAMMATIC ONLY. THE WORK INDICATED ON THE DRAWINGS SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT AND APPURTENANCES, AND LABOR NECESSARY TO COMPLETE THE WORK. VERIFY ALL EQUIPMENT LOCATIONS WITH PROJECT MANAGER. 2.CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS ON THE JOB SITE AND CONFIRM THAT WORK AS INDICATED ON THE CONSTRUCTION DOCUMENTS (ALSO KNOWN AS CONSTRUCTION PLANS) CAN BE ACCOMPLISHED AS SHOWN BEFORE PROCEEDING. 3.NOTIFY PROJECT MANAGER OF ANY MAJOR DISCREPANCY REGARDING THE CONTRACT DOCUMENTS, EXISTING CONDITIONS, AND OR DESIGN INTENT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THIS CLARIFICATION PRIOR TO PROCEEDING WITH THE WORK OR RELATED WORK IN QUESTION. 4•INSTALL ALL EQUIPMENT AND MATERIALS PER MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED, OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. &CONTRACTOR SHALL VISIT JOB SITE PRIOR TO SUBMITTING A BID TO REVIEW SCOPE OF WORK AND EXISTING SITE CONDITIONS AFFECTING THE PROPOSED PROJECT, INCLUDING BUT NOT LIMITED TO. DEMOLITION, MECHANICAL SERVICE, ELECTRICAL SERVICE, ACCESS ISSUES, DRAINAGE, AND OVERALL COORDINATION. 6. ALL TELEPHONE/RADIO EQUIPMENT LAYOUT, SPECIFICATIONS, PERFORMANCE, INSTALLATION AND THEIR FINAL LOCATION ARE TO BE APPROVED BY CCUSA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH THE WORK AND CLEARANCE REQUIRED BY OTHERS RELATED TO SAID EQUIPMENT. 7,ALL WORK PERFORMED AND MATERIALS SHALL MEET THE HIGHEST TRADE STANDARDS. AS A MINIMUM STANDARD, CONFORM WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES HAVING JURISDICTION. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK. &ELECTRICAL SYSTEMS SHALL BE INSTALLED PER N.E.C. AND IN ACCORDANCE WITH ALL APPLICABLE UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. 9. CONTRACTOR SHALL PROVIDE CONTINUOUS SUPERVISION WHILE ANY SUBCONTRACTORS OR WORKMEN ARE ON THE JOB SITE AND SHALL SUPERVISE AND DIRECT ALL WORK. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. POST PROPER TEMPORARY CONSTRUCTION SIGNAGE WITH EMERGENCY PHONE NUMBERS AND TEMP ASR/FAA NUMBER 10PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF THE PROJECT AREA DURING CONSTRUCTION. 11.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL CODE REQUIREMENTS. CONTRACTOR SHALL PROTECT ALL EXISTING FINISHES THAT ARE TO REMAIN. CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY OCCUR DURING CONSTRUCTION. 3-SEAL ALL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L. LISTED OR F.M. APPROVED MATERIALS. 4-DETAILS AND SCHEMATICS ARE TO PROPOSE OR SHOW END RESULT OF THE DESIGN. MINOR MODIFICATIONS MAY BE NECESSARY TO SUIT JOB CONDITIONS AND DIMENSIONS. SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. PRIOR WRITTEN APPROVAL BY CROWN IS REQUIRED. 5. VERIFY ALL FINAL EQUIPMENT LOCATIONS WITH OWNER'S REPRESENTATIVE. &DIMENSIONS ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. CLEANUP AND SAFETY: KEEP PROJECT AREA CLEAN HAZARD FREE AND DISPOSE OF ALL DIRT, DEBRIS, RUBBISH AND EQUIPMENT REMOVED AND NOT SPECIFIED AS REMAINING THE PROPERTY OF THE OWNER, ETC. LEAVE PREMISES IN A VACUUM AND BROOM CLEAN CONDITION: FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL SYSTEMS EQUIPMENT IN A CLEAN WORKING ORDER UNTIL ACCEPTANCE OF THE PROJECT BY PROJECT MANAGER. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REDLINING THE CONSTRUCTION PLANS TO ILLUSTRATE THE AS -BUILT CONDITION OF THE SITE. ALL UNDERGROUND UTILITIES AND GROUNDING SHALL BE SHOWN ON REDLINE DRAWINGS AND DIMENSIONED FROM FENCE LINES OR PADS. PHOTOGRAPHS ARE REQUIRED. TWO (2) COPIES OF REDUNED DRAWINGS WILL BE PROVIDED TO CROWN AND ONE (1) TO THE A & E FIRM FOR DEVELOPMENT OF THE AS-BUILD/SURVEY RECORD DOCUMENTS. DIVISION 2: SITE WORK-02100 EARTHWORK AND DRAINAGE 1. ACCESS ROAD, ENTRANCES, TURNAROUND AREAS, SITE/LEASE AREA AND COMPOUND AREAS ARE TO BE CONSTRUCTED TO PROVIDE PROPER DRAINAGE SO TO ENSURE EASILY MAINTENANCE AND COMPACTED, EVEN AND LEVEL SURFACES FOR CUSTOMER ENJOYMENT AND FUTURE CONSTRUCTION ACTIVITY, MATERIAL AND EQUIPMENT DELIVERIES AND MAINTENANCE PERSONNEL ACCESS. 2. VEGETATION CONTROL A.APPLY SOIL STERILIZER IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION (USE AS NEEDED). B.GRASS SEEDS SHALL BE APPLIED AND MAINTAINED AS RECOMMENDED BY THE SEED PRODUCER (IF REQUIRED). C.VEGETATION LANDSCAPING, IF INCLUDED WITHIN THE CONTRACT, WILL BE PLACED AND MAINTAINED AS RECOMMENDED BY NURSERY INDUSTRY STANDARDS (IF REQUIRED). SEQUENCING A CONFIRM SURVEY STAKES AND SET ELEVATIONS PRIOR TO ANY CONSTRUCTION INCLUDING BUT NOT LIMITED TO THE FOLLOWING ITEMS: 1) TOWER PLACEMENTS AND FOUNDATION ELEVATIONS 2) EASEMENTS AND ACCESS CENTER LINES (GC IS RESPONSIBLE FOR ALL OFFSETS) 3) ENTRANCE, RADIUS POINTS AND SETBACK/RIGHT OF WAYS (IF REQUIRED) 4) LEASE AND FENCE CORNERS 5) METER BOARD PLACEMENTS (EACH POST) 6) DRAINAGE ELEVATION AND GRADING STATION ALONG THE ACCESS AND AROUND THE SITE. 7) CONSTRUCTION BENCH MARK AND ELEVATION (NEAR THE SITE) PRIOR TO ANY CONSTRUCTION 8) ACCESS GATE PLACEMENT (IF REQUIRED) B. THE COMPLETE ROAD AND SITE AREA WILL BE GRUBBED PRIOR TO FOUNDATION CONSTRUCTION OR PLACEMENT OF BACK FILL OR SUB -BASE MATERIAL C. CONSTRUCT TEMPORARY CONSTRUCTION ZONE ACCESS DRIVE. D.THE SITE AREA WILL BE BROUGHT TO SUB -BASE COURSE ELEVATION AND THE ACCESS ROAD TO BASE COURSE ELEVATION PRIOR TO FORMING FOUNDATION. E. APPLY SOIL STERILIZER PRIOR TO PLACING BASE MATERIALS. F. GRADE, SEED, FERTILIZE AND MULCH DISTURBED AREAS IMMEDIATELY AFTER BRINGING SITE AND ACCESS ROAD TO BASE COURSE ELEVATION, WATER TO ENSURE GROWTH. G.REMOVE GRAVEL FROM TEMPORARY CONSTRUCTION ZONE TO AN AUTHORIZED AREA OR AS DIRECTED BY PROJECT MANAGER. H.AFTER COMPLETION OF CONSTRUCTION BUT PRIOR TO THE FINAL PUNCH LIST INSPECTION, APPLY FOUR (4) INCHES OF STONE (1' OR SMALLER WITH FINES AND DUST) TO ALL GRAVELED AREAS (REFER TO GRAVEL PAVEMENT DETAIL). I. AFTER APPLICATIONS OF FINAL SURFACES, APPLY SOIL STERILIZER TO THE STONE SURFACES. 4. GRADING A. UNIFORMLY GRADE AREA TO BE SMOOTH SURFACE FREE FROM IRREGULAR SURFACE CHANGES. COMPLY WITH COMPACTION REQUIREMENTS AND GRADE TO CROSS SECTION, TOPO LINES AND ELEVATIONS INDICATED. 1) COMPOUND SURFACE GRADES ARE TO BE SLOPED TO DIRECT WATER AWAY FROM EQUIPMENT AND SHELTERS TO PREVENT STANDING AND PONDING WATER. 2) COMPOUND SURFACE SHALL BE COMPACTED TO A 90% MAXIMUM DRY DENSITY TO ALLOW PROPER STERILIZATION FOR ACCESS TO ALL CUSTOMERS 3) DENSITY TESTING MAY BE REQUIRED AT CROWN'S DISCREPANCY DUE TO QUESTIONABLE COMPACTION OF FINISH SURFACE GRADE OR SUB -GRADE. 4) DITCHES/SWALES AROUND THE COMPOUND AREA AND ALONG ACCESS ROAD. SHALL BE CONSTRUCTED SO TO PROVIDE A SMOOTH TRANSITION BETWEEN EXISTING GRADES/SLOPE AND NEW PROPOSED GRADES. 5) SITE GRADING AND DRAINAGE SHOULD BE CONSTRUCTED TO PREVENT WATER FROM ENTERING THE COMPOUND SURFACE OR THE ACCESS ROAD SUB -GRADE. B. MOISTURE CONTROL -UNIFORMLY MOISTEN OR AERATE SUB -GRADE AND EACH SUBSEQUENT FILL OR BACK FILL LAYER BEFORE COMPACTION TO WITHIN 2% OF OPTIMUM MOISTURE CONTENT. DO NOT PLACE BACKFIELD OR FILL MATERIAL ON THAT SURFACES A T ARE MUDDY, FROZEN OR CONTAIN FROST, SNOW OR ICE. C• 5TOCXPILIN0_MATERIAL_(TOP SOIL -OR FILL QIRTI ON SITE, SHOULD BE PLACED IN AND AREA THAT CAN BE CONTROLLED TO PREVENT WATER, SNOW, OR ICE FROM EFFECTING MOISTURE CONTENT. STOCKPILES MAY HAVE TO BE COVERED TO PREVENT ADD MOISTURE SO ACCEPTABLE FILL CAN BE USED. D. DE -WATERING -PREVENT SURFACE WATER AND SUBSURFACE OR GROUND WATER FROM ENTERING EXCAVATIONS, FROM PONDING ON PREPARED SUB -GRADE, AND FROM FLOODING PROJECT OR BUILD AREA. E. EROSION CONTROL -MEASURES SHALL BE MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT. 1. ALL INLETS, DRAINS, PIPES, SWELLS, AND ROADS SHALL BE KEPT CLEAN AND FREE OF DIRT AND SILT. 5. SUBMITTALS A. BEFORE CONSTRUCTION 1. IF LANDSCAPING IS APPLICABLE TO THE CONTRACT, TWO COPIES OF THE LANDSCAPE PLAN UNDER NURSERY LETTERHEAD. IF A LANDSCAPE ALLOWANCE WAS INCLUDED IN THE CONTRACT, AN ITEMIZED LISTING OF PROPOSED COSTS UNDER NURSERY LETTERHEAD (REFER TO SITE PLAN FOR LANDSCAPING REQUIREMENTS). 2.SUBMTT FOR APPROVAL, 1/2 CUBIC FOOT OF THE PROPOSED SURFACE COURSE MATERIAL- B. AFTER CONSTRUCTION 1. MANUFACTURER'S DESCRIPTION OF PRODUCT AND WARRANTY STATEMENT ON SOIL STERILIZED. 2. MANUFACTURER'S DESCRIPTION OF PRODUCT ON GRASS AND FERTILIZER. 3.LANDSCAPING WARRANTY STATEMENT.(SEE LS-1) 6. PRODUCTS A. MATERIALS 1)FILL MATERIAL - ACCEPTABLE SELECT FILL SHALL BE IN ACCORDANCE WITH [THE�TATE D PARjµENT OF HIG AY AND PUBLIC TRANSPORTATION FOR THE STATE IN WHICH THE TOWER I! TO BE CONSTRUCTED. 2)SOIL STERILIZER SHALL BE EPA REGISTERED, OF LIQUID COMPOSITION AND OF PRE EMERGENCE DESIGN. 3)SOIL STABILIZER FABRIC SHALL BE MIRAFI - 50OX. 4)AGGREGATE SIZE IS BASED ON OR EQUAL TO AASHTO STANDARD. B. EQUIPMENT 1)COMPACTION SHALL BE ACCOMPLISHED BY MECHANICAL MEANS. SUB -GRADE SHALL BE COMPACTED WITH EQUIPMENT APPROPRIATE FOR TYPE QI SUB -GRADE MATERIAL AND ACHIEVING A RUBBER TIRE PRESSURE OF 60 PSI, SHEEP'S FOOT PRESSURE OF 100 PSI, OR A VIBRATORY ROLLER WEIGHING APPROXIMATELY SIX (6) TONS. 2)SMALLER AREAS SHALL BE COMPACTED BY POWER-DRNEN, HAND HELD TAMPERS. 3) FINISH GRADE SHALL BE COMPACTED BY SMOOTH DRUM VIBRATOR ROLLERS WEIGHING AT LEAST SIX (6) TONS. NOTE: DENSITY TESTING IS REQUIRED ON ACCESS ROADS BOTH SUB -GRADE AND FINISH GRADE. COMPOUND SURFACES ARE ONLY REQUIRED AT CCI DISCREPANCY. TESTING REPORTS SHOULD BE INCLUDED IN THE CLOSE-OUT DOCUMENTS PACKAGE. 7. EXECUTION A. INSPECTIONS LOCAL BUILDING INSPECTORS SHALL BE NOTIFIED NO LESS THAN 48 HOURS IN ADVANCE OF CONCRETE POURS, UNLESS OTHERWISE SPECIFIED BY OWNER OR LOCAL JURISDICTION. B. PREPARATION 1)CLEAR TREES (GROUND TO SKY), BRUSH AND DEBRIS FROM SITE AREAS AND ACCESS ROAD RIGHT-OF-WAY AS DIRECTED BY PROJECT MANAGER. 2)PRIOR TO OTHER EXCAVATION AND CONSTRUCTION EFFORTS GRUB ORGANIC MATERIAL TO A MINIMUM OF SIX (5) INCHES BELOW ORIGINAL GROUND LEVEL 3)11NLESS OTHERWISE INSTRUCTED BY CCUSA, TRANSPORT ALL REMOVED TREE, BRUSH AND DEBRIS FROM THE PROPERTY TO AN AUTHORIZED LANDFILL 4)PRIOR TO PLACEMENT OF FILL OR BASE MATERIALS, ROLL AND COMPACT THE SOIL. 5)WHERE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED, REMOVE AND REPLACE WITH SUITABLE SOIL C. INSTALLATION 1)THE SITE AND TURNAROUND AREAS SHALL BE AT THE SUB -BASE COURSE ELEVATION PRIOR TO FORMING FOUNDATIONS. GRADE OR FILL THE SITE AND ACCESS ROAD AS REQUIRED IN ORDER THAT UPON EVEN DISTRIBUTION OF SPOILS RESULTING FROM FOUNDATION EXCAVATIONS THE RESULTING GRADE WILL CORRESPOND WITH SAID SUB -BASE COURSE ELEVATIONS ARE TO BE CALCULATED FROM FINISHED GRADES OR SLOPES INDICATED. 2)IF ANY, EXCESS SPOILS WILL BE CLEARED FROM JOB SITE AND NOT SPREAD BEYOND THE LIMITS OF LEASE PROPERTY UNLESS AUTHORIZED BY CCUSA / AS AGREEMENT BY LANDOWNER. 3)THE ACCESS ROAD SHALL BE BROUGHT TO BASE COURSE ELEVATION, PRIOR TO FOUNDATION CONSTRUCTION, TO PERMIT USE FOR EQUIPMENT PASSAGE AND OBSERVATION DURING CONSTRUCTION OF THE SITE. 4) AVOID CREATING DEPRESSIONS WHERE WATER MAY POND. 5) WHEN IMPROVING AN EXISTING ACCESS ROAD, GRADE THE EXISTING ROAD TO REMOVE ANY ORGANIC MATTER AND SMOOTH THE SURFACE BEFORE PLACING SIX (6) INCHES OF STONE. ROLL AND COMPACT. 6) PLACE FILL OR STONE IN SIX INCH MAXIMUM LIFTS AND COMPACT BEFORE PLACING NEXT LIFT. 7) THE FINISH GRADE, INCLUDING TOP SURFACE COURSE, SHALL EXTEND A MINIMUM OF TWO FOOT BEYOND THE SITE FENCE AND SHALL COVER THE AREA AS INDICATED. 8 RIPRAP SHALL BE APPLIED TO THE SIDE SLOPE S ES OF ALL FENCED SITE AREAS PARKING AREAS, AND TO ALL OTHER SLOPES GREATER THAN 2:1. 9) RIPRAP SHALL BE APPLIED TO THE SIDES OF DITCHES OR DRAINAGE SWALES. 10) RIPRAP ENTIRE DITCH FOR SIX FEET IN ALL DIRECTIONS AT CULVERT OPENINGS. 11)SEED, FERTILIZER AND STRAW COVER SHALL BE APPLIED TO ALL OTHER DISTURBED AREAS, AND DITCHES AND DRAINAGE SWALES, NOT OTHERWISE RIPRAPPED. 12)UNDER NO CIRCUMSTANCES WILL DITCHES, SWALES, OR CULVERTS BE PLACED SO THEY DIRECT WATER TOWARDS, OR PERMIT STANDING WATER IMMEDIATELY ADJACENT TO RAILROAD BALLAST. IF DESIGNS OR ELEVATIONS CONFLICT WITH THIS GUIDANCE THE A & E FIRM SHOULD BE ADVISED IMMEDIATELY. 13)IN DITCH LINE WITH SLOPES GREATER THAN TEN PERCENT, MOUND DIVERSIONARY HEADWALLS IN THE DITCH AT CULVERT ENTRANCES. THE HEADWALL SHALL BE POSITIONED AT AN ANGLE NO GREATER THAN 60 DEGREES OFF THE DITCH LINE. RIPRAP THE UPSTREAM SIDE OF THE HEADWALL AS WELL AS THE DITCH FOR SIX FEET ABOVE THE CULVERT ENTRANCE. AND EXITS. D.WARRANTY 1) IN ADDITION TO THE WARRANTY ON ALL CONSTRUCTION COVERED IN THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL REPAIR ALL DAMAGE AND REPAIR AREA BACK AS CLOSE TO ORIGINAL CONDITION AS POSSIBLE TO LEASE AREA PROPERTY OR SURROUNDING CAUSED BY CONSTRUCTION. 2) SOIL STERILIZATION APPLICATION WILL GUARANTEE VEGETATION FREE ROAD AND SITE AREAS FOR ONE YEAR FROM DATE OF FINAL INSPECTION. 3) DISTURBED AREAS WILL REFLECT GROWTH OF NEW GRASS COVER PRIOR TO FINAL INSPECTION. 4) LANDSCAPING, IF INCLUDED WITHIN THE SCOPE OF THE CONTRACT, WILL BE GUARANTEED FOR ONE YEAR FROM DATE OF FINAL INSPECTION. E. DEMOLITION 1)DEMOUTION SHALL BE CONTROLLED TO PREVENT THE SPREAD OF DUST TO OCCUPIED PORTIONS OF THE BUILDING. 2)EXISTING WORK TO REMAIN SHALL BE PROTECTED FROM DAMAGE. WORK DAMAGED BY CONTRACTOR SHALL BE REPAIRED TO MATCH EXISTING WORK. 3) AT THE END OF EACH WORK DAY AND DURING INCLEMENT WEATHER, CLOSE ALL EXTERIOR OPENINGS WITH WEATHERPROOF COVER. 4) REMOVE DEBRIS AND RUBBISH FROM THE SITE Dh! . DO NOT ALLOW DIVISION 3: CONCRETE WORKS-03310 1.QUALITY ASSURANCE: COMPLY WITH PROVISIONS OF THE FOLLOWING CODES, SPECIFICATIONS AND STANDARDS, EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE SHOWN OR SPECIFIED. A.ACI 301 "SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS', LATEST EDITION. B.ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" AND ACI 318 'COMMENTARY", LATEST EDITION. CONCRETE REINFORCING STEEL INSTITUTE (CRSI),"MANUAL OF STANDARD PRACTICE". 2.REINFORCING MATERIALS: A REINFORCING:ASTM A 615, GRADE 60 DEFORMED. B.WELDING WIRE FABRIC:ASTM A185 WELDED STEEL WIRE FABRIC. C.SUPPORTS FOR REINFORCEMENT: BOLSTERS, CHAIRS, SPACERS AND OTHER DEVICES FOR SPACING, AND SUPPORTING REINFORCING BARS IN PLACE USE WIRE BAR TYPE SUPPORTS COMPLYING WITH CRSI SPECIFICATIONS. 3.CONCRETE MATERIALS: APORTLAND CEMENT: ASTM C 115, TYPE 1. B.AGGREGATES: ASTM C 330 AND APPROVED BY LOCAL D.O.T. AS ALKALI - SILICA REACTION REISISTANT. C. AIR -ENTRAINING ADMIXTURE: ASTM C 260 CERTIFIED BY THE MANUFACTURER TO BE COMPATIBLE WITH OTHER REQUIRED ADMIXTURES. 4.PROPORTIONING AND DESIGN OF MIXES: DESIGN MIX TO PROVIDE CONCRETE WITH THE FOLLOWING PROPERTIES: A.AS PER MANUFACTURER DESIGN - TO BREAK ACCORDING TO MANUFACTURERS TESTING REQUIREMENTS. B.WEIGHT. 145 PCF. W/C RATIO: 0.44 MAXIMUM (NON AIR -ENTRAINED), 0.35 MAXIMUM C. (AIR -ENTRAINED). NOTE, NO TOWER STEEL IS TO BE PLACED ON THE TOWER FOUNDATION/S UNTIL THE CONCRETE CURE STATUS IS A MINIMUM OF (50%) PERCENT OF THE TOWER MANUFACTURE'S SPECIFICATION. TESTING REPORTS ARE TO BE FORWARD TO CROWN OR APPOINTED CONSTRUCTION MANAGER. COPIES OF THE EACH REPORT SHOULD BE INCLUDED IN THE CLOSE-OUT PACKAGE CONCRETE TESTING REQUIREMENTS: SAMPLING FRESH CONCRETE PER ASTM C172, EXCEPT MODIFIED FOR SLUMP TO COMPLY WITH ASTM C94. TEST CYLINDER REOUIREMENT: ONE (1) SET OF SIX (6) CYLINDERS FOR EVERY 50 YARDS BATCH OR 1 SET OF 6 CYLINDERS FOR EACH POUR. CYLINDERS (1) SHOULD BE TAKEN FROM EACH TRUCK FOR AN EQUAL SAMPLING OF THE 50 YARD BATCH OR POUR. NOTE ALL CYLINDERS SHOULD NOT BE MOVED FROM THE SAMPLING AREA FOR A PERIOD OF 24 HOUR. ALL CYLINDER SHOULD BE COVER AND PROTECTED FROM DAMAGE AND FREEZING. COMPRESSIVE STRNGTH TEST REQUIREMENTS: BREAK 1 CYLINDER AT 3, 7, 14, 28 DAYS. NOJE; BREAKS CAN BE COMPLETED AFTER 3 DAYS AND BEFORE 14 DAYS WITH THE 2 SPACE CYLINDERS TO CONFIRM REQUIRED STRENGTH FOR STACKING TOWER STEEL DIVISION 4. STRUCTURAL STEEL-05120 I LQUALTTY ASSURANCE. COMPLY WITH PROVISIONS OF THE FOLLOWING CODES, SPECIFICATIONS AND STANDARDS, EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE SHOWN OR SPECIFIED: A. AISC "CODE OF STANDARD PRACTICE". B.AISC "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS - 13TH EDITION C.AMERICAN WELDING SOCIETY (AWS) D1.1-06, "STRUCTURAL WELDING CODE - STEEL" 2. MATERIALS: ASTRUCTURAL STEEL PLATES, SHAPES AND BARS: ASTM A 36. B.HIGH STRENGTH THREADED FASTENERS: ASTM A 325. C.ELECTRODES FOR WELDING: E70XX OR MATCHING FILLER AS SPECIFIED IN AWS D1.1. D.ALL STRUCTURAL STEEL SHALL BE HOT DIP GALVANIZED IN ACCORDANCE WITH ASTM A 123. E.CEMENT GROUT. IF REQUIRED BY TOWER MANUFACTURER; FOLLOW MFG. SPEC. RNON-METALLIC, SHRINKAGE -RESISTANT, 4000 PSI COMPRESSIVE STRENGTH GROUT, PROVIDE ONE OF THE FOLLOWING OR AN APPROVED EQUAL: 1.E000 N.S. BY EUCLID CHEMICAL CO. 2.MASTERFLOW 713 BY MASTER BUILDERS GALL TOWER STEEL THAT HAD GALVANIZING DAMAGE SHALL BE REPAIRED IN ACCORDANCE WITH ASTM A780, SECTION A2 "REPAIR USING ZINC -RICH PAINTS.' 46IRS LOGO aut c 0 1 INTERHATION&L i SPACE Rcc' FrL Sil?.SYJS L_JAS ##i LICENSED PROFESSIONAL Ii7 �IIfS DRAMNp>e �.JAYiH: £G AND IS THE SOLE 7 ERTY THB OWNER R IS PRODUCED SOLELY FOR USE THE U119JE R NO) IT'S AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WRHOUTTHE WRITTEN PERMISSION OFTHE OWNER. to DO Z LU 0 Z w z O 0 F55Z U w 0 0 W d LL LL W W U 11 L, L, �a� 0 � o a o 0 Z o T ENGINEER: AR CAM 1935 e Fv- 10 GROIJP, INC. TOGETHER PUNNING A BETTERTOXORROW DRAWN BY: JLR SMW # 10-0856 CHECKED BY: JOS DRAWING DATE: 09/2112010 CROWN CASTLE SITE NUMBER: 5800293 SITE NAME: GEYER SPRINGS SITE NAME SITE NAME: GEYER SPRINGS BUSINESS UNIT NUMBER BU #: 5800293 SITE ADDRESS 8611 GEYER SPRINGS ROAD LITTLE ROCK, AR 72209 PULASKI SHEET TITLE GENERAL NOTES SHEET NUMBER A-3 2 TO 1 SLOPE NOTES: (UNLESS NOTED OTHERWISE) -USE OF SWALES AND/OR DRAINAGE DITCHES FOR PROPER WATER RUNOFF AS NEEDED. -AGGREGATE IS BASED ON STANDARD AASHTO. -SLOPE NOT TO EXCEED 1/4" PER FOOT TO MAX. GRADE OF 6" FROM CENTER OF BOARD ON BOARD 6' COMPOUND TO EACH FENCE LINE HIGH WOODEN FENCE -SUB-GRADE SHALL BE COMPACTED BY SHEEPS FOOT VIBRATOR OR RUBBER TIRED ROLLERS WEIGHING AT LEAST EIGHT 4" OF DGA STONE (1" OR LESS WITH TONS. _ FINES AND DUST) -FINISH GRADE SHALL BE COMPACTED 4" OF #3 STONE (3" TO 4" STONE BY SMOOTH DRUM VIBRATOR ROLLERS CLEAN) WEIGHING AT LEAST EIGHT TONS. CLASS 4 GEOTEXTILE MATERIAL "MIRAFI-50OX" (OR EQUAL) TOP OF TOWER OR MONOPOLE FOUNDATION NISHED STONE MAT 77 SUBGRADEPROOF ROLLED/COMPACTED SITE COMPOUND AREA SURFACING ! SCALE: N.T.S. I 1 I GARRIEGS LOGO 6 aut CeA°s l E INTERNATIONAL * SPACE RESERVED EQ,Ryy1EESS0NFl. SEALS LICENSED PROFESSIONAL �f I TH DMW.00 OOPYRIOMED MW MTHE SOLE Emu NE CNNfR. R IS PRODUCED SOLELY .1.1 EOWNER AND R'S AFFILIATES. EARODO NOR USE OFTHIS DRAWING AND/OR THE INFORMATION CONTAINED IN R IS FORBIDDEN WRHOUT THE WRRTEN PERMISSION OFTHE OWNER. mEn 0 DO 0 Z W_ ❑ U � r Z W Z U U Z p O O W a LL LL ❑ ❑ U W W o N In o- o O Z o T ENGINEER: AR CA#: 1935 �ml�T� ENGINEERING GROUP, INC. TOGETHER PLANNING A BETTER TOMORROW DRAWN BY: JLR SMW # 10-0856 CHECKED BY: JDS DRAWING DATE: 09/21/2010 CROWN CASTLE SITE NUMBER: 5800293 SITE NAME: GEYER SPRINGS SITE NAME SITE NAME: GEYER SPRINGS BUSINESS UNIT NUMBER BU #: 5800293 SITE ADDRESS 8611 GEYER SPRINGS ROAD LITTLE ROCK, AR 72209 PULASKI SHEET TITLE SECTIONS & DETAILS SHEET NUMBER CD-1 BOA V ON 60AM B' F10H OPAOLIE %KXXMN PENCE INSTALL 1 "x 6' TREATED BOARDS - VERTICALLY, SPACE 1'x 6' BOARDS HEAVY DUTY WROUGHT EQUALLY (3/8" MAX.) STEEL T-HINGE (TYP) OOR SE HEAVY DUTY I HEAVY CURIBOLT FINISHED GRADE 1/8" TENSION WIRE W/ A 3' 'EYE & EYE" TURNBUCKLE, WIRE ROPE THIMBLE AND CLAMPS, SECURE EACH END OF WIRE WITH SCREW EYEBOLTS 2'x 4' TREATED 70ENA[L BRACE 2"x 6" TREATED WOOD CROSS BRACE WOOD STRINGER TO STRINGER MAY SLOPE OR BE HORIZONTAL TO AND BRACE (TYP) "POST �(TYP) ACCOUNT FOR GRADE CHANGES. WOOD TOP OF CONC. FOUNDATION TC BE A RECTANGULAR SHAPE TUBULAR STEEL 4"x 4'x 1/4'— FENCE POST SLEEVE (TYP) i w 4'x 4' TREATED 'LPLACE LOWER END IN 6" TREATED WOOD POST(TYP) OF BRACE TOWARDS THE LATCH WOOD PICKET (TYP) THE HINGE, NOT CONCRETE WOOD POST SUPPORT (SEE DETAIL OUTSIDE VIEW THIS SHEET) INSIDE VIEW 12' WOODEN GATE DETAIL � 9'-0' POST FACE TO FACE A CL OF 2"x 6" >I BRACE oD! A a ELEVATION 4"x 4" TREATED CONCRETE WOOD POST WOOD POST (TYP) SUPPORT (SEE DETAIL MECHANICAL UNIT SIDE THIS SHEET) LAWN AND STREET SIDE 1 "x 6' TREATED WOOD PICKET (TYP) PLAN VIEW TYPICAL WOODEN FENCE DETAIL GRADE 2"x 6" TREATED WOOD CROSS BRACE (TYP) BOAM ON BOAFD V HIOH OPAQUE WOODEN FENCE CONCRETE FOUNDATION FINISHED (TYP) GRADE 6" GRAVEL BASE — SCALE: N.T.S. 1 1 1 POST SUPPORT DETAIL ATTACH EACH 2'x 6" CROSS BRACE TO THE 4"x 4" TREATED WOOD POST WITH 2-1/4"x 3'LG GALVANIZED LAG BOLTS WITH WASHERS (TYP) 2'x 6" TREATED WOOD CROSS BRACE (TYP) ATTACH EACH 1"x 6' WOOD PICKET 4'x 4" TREATED TO THE 2"x 6' CROSS BRACE WOOD POST (TYP) W/ 3 GALVANIZED NAILS (TYP) 1'x 6" TREATED WOOD PICKET (TYP) -3/8'o GALVANIZED BOLTS (TYP) 1/2" SLOPE SCALE: N.T.S. 1 2 SCALE: N.T.S. 1 3 C.V MUS LOGO 00 Mt&t o 0 �ASwr INTERNATIONAL* SPACE RESERVED FOR PROFESSIONAL SEALS LICENSED TN OA+VtiM OOP�'R,.iHTEDANOISTHESOLE f E11TY THE OLtHER- IT IS PRODUCED SOLELY FOR USE BY NE OWNER AND IT'S AFFILIATES. RE PRODUCTIONORUSE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUTTHE WRITTEN PERMISSION OFTHE OWNER. m z W_ 0 0 Z z W z O 0 z U LDWW 0 0 W a 11 W W U W cn Ln U) U) C7 ooa �o 0 z 0 ENGINEER: AR CA#: 1935 Tl"l ENOINEEiiING GROUP, iNG. TOD[: uii liwfc Nl%O •![TSL� TO kO RIOm DRAWN BY: JLR SMW # 10-0856 CHECKED BY: JDS DRAWING DATE: 09/21/2010 CROWN CASTLE SITE NUMBER: 5800293 SITE NAME: GEYER SPRINGS SITE NAME SITE NAME: GEYER SPRINGS BUSINESS UNIT NUMBER BU #: 5800293 SITE ADDRESS 8611 GEYER SPRINGS ROAD LITTLE ROCK, AR 72209 PULASKI SHEET TITLE SECTIONS & DETAILS SHEET NUMBER CD-2 BOLT DOWNS (TYP. 4) LIFT PINS (TYP. 2) PART NUMBER: FCA243624FF4xx INOTE: ALL STUB -UP CONDUITS INSIDE PULL BOXES WILL BE 6" FROM TOP OF BOX AND HAVE PULL STRING AND CAPS t� x x x xxx x x x " • x x x � x x x x xxx xxx x x x x x x xxx ' xxx x x k x x x x x x xxx � x x xxx x x x #• x k y x IDENTIFICATION TELEPHONE OR CI C/+ToII+ PVC CONE EXISTING ASPHALT IS TO BE CUT AND REPLACED PROPOSED 3" THICK ASPHALT FINISHED GRADE OR GROUND COVER. MATCH SLOPE AND THICKNESS OF EXISTING CAUTIONARY TAPE EXISTING STONE BASE COMPACTED CRUSHED STONE BACKFILL IN 12" LIFTS TO 957. COMPACTION UNDISTURBED SOIL COMPACTED SAND (SEE NOTE 1) PVC TELCO CONDUIT COMPACTED SAND BED (SEE NOTE 1) NOTES: 1. LEAN CONCRETE. RED —COLORED TOP, MAY BE USED IN PLACE OF COMPACTED SAND. 2. DEPTH BASED UPON NATIONAL ELECTRIC CODE. UTILITY REQUIREMENTS. OR STATE & LOCAL CODES. 3. CONDUIT SIZE, TYPE, QUANTITY AND SEPARATION DIMENSION TO BE VERIFIED WITH LOCAL UTILITY COMPANY REQUIREMENTS I PULL BOX DETAIL I SCALE: N.T.S. I 1 I TYPICAL 2 CONDUIT TRENCH CONCRETE OR FILL I SCALE: N.T.S. I 2 I CUSTOMER STUB -UPS SHOULD BE CAPPED OFF WITH PVC CAP AT GRADE LEVEL! WITH PULL STRING IN EACH GRADE STANDARD RADIUS ELBOWS J BELOW GRADE SHALL BE I PVC SCHEDULE 80 CONDUIT STRAIGHT CONDUITS BELOW GRADE SHALL BE PVC SHEDULE 40 NOTES: 3" THICK 1 ASPHALT FINISHED GRADE OR GROUND COVER. MATCH SLOPE AND THICKNESS OF EXISTING CAUTIONARY TAPE EXISTING STONE BASE COMPACTED CRUSHED STONE BACKFILL IN 12" LIFTS TO 95% COMPACTION UNDISTURBED SOIL COMPACTED SAND (SEE NOTE 1) TELCO CONDUIT COMPACTED SAND BED (SEE NOTE 1) PVC POWER CONDUIT 2. 3 LEAN CONCRETE. RED —COLORED TOP, MAY BE USED IN PLACE OF COMPACTED SAND. DEPTH BASED UPON NATIONAL ELECTRIC CODE. UTILITY REQUIREMENTS. OR STATE & LOCAL CODES. CONDUIT SIZE, TYPE, QUANTITY AND SEPARATION DIMENSION TO BE VERIFIED WITH LOCAL UTILITY COMPANY REQUIREMENTS I CUSTOMER STUB UP DETAIL J SCALE: N.T.S. I 3 I TYPICAL 4 CONDUIT TRENCH CONCRETE OR FILL I SCALE: N.T.S. I 4 J QkrRAIERS LOGO 40 rt C(%WE INTERNATIONAL 1k SPACE RESERVED FOR PROFESSIONAL SEALS ARKAN AS LICENSED CRAVlINO CQpYR CID AND IS THE SOLE P PE RTT OF OWNER RIS PRODUCED SOLELY FOR USE B111 cONHER AND ITS AFFIUATES. RkPROiA1C N O0. USE OF -.hit DRAW":O ".DOB THE1NFORMAT1ON CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. m ❑ ❑ Z W_ 0 It z w z OU z U ❑ O U. LU a '� U. U y LU 7 LLI U) o D 10 w F o a •- m Q ❑ N O T- O N o O z o ENGINEER: AR CA#: 1935 dw®"WIN'tI EN..INEERING GROUP, INC. TOGETHER BLAHNING A BETTER TOMORROW DRAWN BY: JLR SMW # 10-0856 CHECKED BY: JDS DRAWING DATE: 0912112010 CROWN CASTLE SITE NUMBER: 5800293 SITE NAME: GEYER SPRINGS SITE NAME SITE NAME: GEYER SPRINGS BUSINESS UNIT NUMBER BU #: 5800293 SITE ADDRESS 8611 GEYER SPRINGS ROAD LITTLE ROCK, AR 72209 PULASKI SHEET TITLE SECTIONS & DETAILS SHEET NUMBER CD-3 EXETNG ASPHALT IS TO BE CUT AND FIPLACED NOTES: PROPOSED 3" THICK 1. LEAN CONCRETE. ASPHALT RED —COLORED TOP, MAY BE USED IN PLACE OF EXISTING FINISHED GRADE OR GROUND COMPACTED SAND. ' ASPHALT COVER. MATCH SLOPE AND 2. DEPTH BASED UPON 1 THICKNESS OF EXISTING NATIONAL ELECTRIC CODE. 1 1 11 " 11 " CAUTIONARY TAPE UTILITY REQUIREMENTS. OR CTATC 0. 1 nflAI tlnr%rc 2 2 LAIJIIIVV JIUIVC Dt%3L JInIL M l..v LILJ. COMPACTED CRUSHED STONE BACKFILL 3. CONDUIT SIZE, TYPE, IN 12" LIFTS TO 95% COMPACTION QUANTITY AND SEPARATION y UNDISTURBED SOIL DIMENSION TO BE } ti j rn►lDArrTr-n cAmn lcrG mewr 11 VERIFIED WITH LOCAL fir_ UTILITY COMPANY 5/16" DIA. HOLE) 7/16" DIA. HOLE CONDUIT REQUIREMENTS TYP. 8 PLACES TYP. 2 PLACES �~ NOTE: USE CRIMP ON BURNDY LUGS 2 HOLE #2 STIR, COMPACTED SAND BED (SEE NOTE 1) SCALE: N.T.S. FscALE: N.T.S. TYPICAL SINGLE CONDUIT TRENCH CONCRETE OR FILL 1 UTILITY RACK BUSS BAR DETAIL 3 CONDUITS ABOVE GRADE SHALL BE PVC SHEDULE 80 CONDUIT GRADE 0 0;v 0 0 0 0 o 0 ° o ° 0 0 0 0 ° 0 0 STANDARD RADIUS ELBOWS BELOW GRADE SHALL BE TWO -HOLE PVC SCHEDULE 80 CONDUIT COMPRESSION LUG STRAIGHT CONDUITS BELOW GROUND BAR GRADE SHALL BE PVC SHEDULE 40 STUB UP DETAIL SCALE: N.T.S. 2 UTILITY RACK BUSS BAR MOUNTING I SCALE: N.T.S. 4 CARRIERS LOGO aut go SWE' INTERNATIONAL SPACE RESERVED FOR PROFESSIONAL SEALS ARKS AS LICENSED O �OpPVR]OHTEDANO" ."O. L.p P ERTY OF OWNER RIS PRO DUOEOSOLELV R UBE OV OWNER l ITS AFFILIATES. E"RO NOR USE Or THIS CRAVONO MiCCi THE INFORMATION CONTAINED IN 'IS FORBIDDEN WIfHOUTTHE WRITTEN PERMISSION OFTHE OWNER. ID �z w0 U Zcn z Lu z OU z U j O 0 LJJ O. LL 11 of = ❑ ❑ 0 LU W o o , ooa �0 O Z o T ENGINEER: AR CA#: 1935 ENGINEERING GROUP, INC. TOGETHER PLANH VG A BETTER TOMORROW DRAWN BY: JLR SMW # 10-0856 CHECKED BY: JOS DRAWING DATE: 09/21/2010 CROWN CASTLE SITE NUMBER: 5800293 SITE NAME: GEYER SPRINGS SITE NAME SITE NAME: GEYER SPRINGS BUSINESS UNIT NUMBER BU #: 5800293 SITE ADDRESS 8611 GEYER SPRINGS ROAD LITTLE ROCK, AR 72209 PULASKI SHEET TITLE SECTIONS & DETAILS SHEET NUMBER Al PIPE CAP SELF SUPPORTING ICE BRIDGE KIT. CROWN CASTLE CAT # 600.004 PIROD CAT # 800577 (TYPICAL) 3-1/2" 0 GALV. STEEL PIPE COLUMN POST HORIZONTAL TRANSMISSION LINE HANGER BRACKETS COAXIAL CABLE SUPPLIED BY THE CARRIER AND INSTALLED BY CONTRACTOR CROWN PIER FOR DRAINAGE: CONCRETE TO BE POURED BELOW FINISHED GRADE NOT USED SCALE: N.T.S. 2 NOTE, THE SAFETY CLIMBING CABLE T/ FINISH GRADE IS TO BE INSTALLED ABOVE THE T/SUBGRADE i LOWER P❑RT/INSPECTI❑N PORT, THIS PORT IS TO BE USED J1L1l -�I I — I I FOR INSPECTING THE INSIDE ull .--JI I I II_II I I• _ "' 'c"�"�" OF THE TOWER AND BASEPLATE, ALONG 7744�\ WITH EASY ACCESS FOR CLEANING OUT MINIMUM 3000 PSI I THE DEBRIS, CONCRETE MIN. /117 *CONCRETE FOOTER TO BE MIN. 36" BELOW GRADE OR 6" BELOW FROST LINE (WHICH EVER IS GREATER) CLIMBING vzi O � LOWER NOTE: CABLING PORT HIGH PORT -TYPICAL DESIGN FOR CROWN OWNED Q, ICE BRIDGE; USE CUSTOMER SPEC. w -SECURING ICE BRIDGE TO TOWER FOUNDATION IS ABSOLUTELY PROHIBITED - NO ICE BRIDGE SHALL NOT BE LOWER THAN 7' FROM GRADE TO BOTTOM OF ALTHREAD AS SHOWN. - NO ICE BRIDGES SHALL BE INSTALLED IN AWAY THAT WOULD RESTRICT ACCESS TO HIGH PORT OTHER CUSTOMERS ON SITE OR ANY FUTURE INSTALL AREAS. CUST #2 COAX N❑TEI SAFETY CLIMBING CABLE SHOULD FACE THE FRONT OF THE COMPOUND. I ICE BRIDGE WITH EMBEDDED POST I SCALE: N.T.S. ! 1 I MONOPOLE BASE LEVEL AND PORT LAYOUT ! SCALE: N.T.S. 1 3 1 CARRXRS LOGO 0 aut ��0 J wr INTFBNATIONAL* SPACE RESERVED FOR PROFESSIONAL SEALS ARKANSAS #A� LICENSED PROFESSIONAL TIeR WIND - GANDL:,TpEBOLE PAD .1. Qi OWNER. R IS PROOUCEDSOLELV F E B'/T W MER AND fi'S AFFILIATES. R StO ORUS£ OF THIS DRAWING AND/OR THE INFNI MATION CO.NTAIhr 0 IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER } to y z w_ O U s D z w z U OV U) Z o w 0 W 0 LL LL oLU Ill LU W 0 CO D N (1) �a� � ; ooa o O z o ENGINEER: AR CAM 1935 !7��w ENGINEERING GROUP, INC. TOGETHER PLANNING A BETTER TOMORROW DRAWN BY: JLR SMW # 10-0856 CHECKED BY: JDS DRAWING DATE: 09121/2010 CROWN CASTLE SITE NUMBER: 5800293 SITE NAME: GEYER SPRINGS SITE NAME SITE NAME: GEYER SPRINGS BUSINESS UNIT NUMBER BU M 5800293 SITE ADDRESS 8611 GEYER SPRINGS ROAD LITTLE ROCK, AR 72209 PULASKI SHEET TITLE SECTIONS & DETAILS SHEET NUMBER CD-5 W4XW4 WWF -------------------------- SHELTER FOUNDATION PLAN NOT TO SCALE ��6x6 W4xW4 WWF L6��j TT 12" COMPACTED DENSE - GRADED AGGREGATE SECTION A -A NOT TO SCALE NOTES -------------, I I I I I I i r r r I A i I I I k I I UNDISTURBED SOIL COMPACTED 18" TO 95% STANDARD DENSITY 1. SLAB TO BE LEVEL t1/4". 2. FOOTING TO EXTEND A MINIMUM OF 24" BELOW UNDISTURBED SOIL AND FROST LINE. 3. FINAL SITE DESIGN IS THE RESPONSIBILITY OF THE SITE CONTRACTOR. 4. CONTRACTOR SHALL VERIFY DESIGN WITH ACTUAL SITE CONDITIONS. CONTRACTOR TO NOTIFY ENGINEER OF ANY DISCREPANCIES. 5. SLAB FOUNDATION DESIGNED ASSUMING ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. 6. SLAB FOUNDATION DESIGNED ASSUMING MAXIMUM SOIL PLASTICITY INDEX OF 27. 7. CONCRETE STRENGTH SHALL BE A MINIMUM OF 3000 PSI. 8. CONTRACTOR SHALL VERIFY DIMENSIONS AND BOLT LAYOUT WITH SELECTED SHELTER. 3" ANCHOR (TYP x2) SECTION B-B NOT TO SCALE 12" F2^ s" , --LAT WASHER x4) "0 X 2-1/4" BOLT x2) . d4 [ A o 4 REBAR VCRETE 3 REBAR SECTION C-C NOT TO SCALE TIE -DOWN PLATE NOT TO SCALE 1" HOLE (4 REQUIRES) leate S LOGO 6q0AOS W Y 40 fNTERNA71ONAL * SPACE RESERVED FQLRi ROFEM&M SEALS L� LICENSED PROFESSIONAL ENGINEER THIS NG ISM1TEDAlifIUi THE SOLE 'R Of [OWNER R IS PRODUCED SOLELY F 9(RY OWNER AND ITS AFFILIATES. REM- .g USE OFTNIS DRAWING ANDIOR THE i T1DH CONTAINED IN IT IS FORBIDDEN WRNOUT THE WRRTEN PERMISSION OF THE OWNER z w U z� z w z U OV z j g O O W 0 LL LL rn Que rn Q N O ❑ � o z z o ENGINEER: AR CA#: 1935 ENGINEERING GROUP, INC. TOGETHER PLANNING A BETTER TOMORROW DRAWN BY: JLR SMW # 10-0856 CHECKED BY: JDS DRAWING DATE: 09/21/2010 CROWN CASTLE SITE NUMBER: 5800293 STE NAME: GEYER SPRINGS SITE NAME SITE NAME: GEYER SPRINGS BUSINESS UNIT NUMBER BU #: 5800293 SITE ADDRESS 8611 GEYER SPRINGS ROAD LITTLE ROCK, AR 72209 PULASKI SHEET TITLE FOUNDATION DESIGN SHEET NUMBER ELECTRICAL NOTES I. THESE DRAWINGS ARE DIAGRAMMATIC ONLY AND ARE TO BE FOLLOWED AS CLOSELY AS POSSIBLE. II. THE NEUTRAL IS TO BE GROUNDED AT THE METER MAIN ONLY. III. THE TEMPERATURE RATING ASSOCIATED WITH THE AMPACITY OF A CONDUCTOR SHALL BE SO SELECTED AND COORDINATED AS TO NOT EXCEED THE LOWEST TEMPERATURE RATING OF ANY CONNECTED TERMINATION, CONDUCTOR, OR DEVICE; REFER TO TABLE'A", AND THE N.E.C. ARTICLE 310. IV. ALL ENCLOSURES CONTAINING THE SERVICE CONDUCTORS, SERVICE RACEWAY, CABLE ARMOR, BOXES, FITTINGS, AND CABINETS MUST BE EFFECTIVELY BONDED TOGETHER. V. EACH CONDUCTOR OF EVERY SYSTEM SHALL BE PERMANENTLY LABELED WITH ENGRAVED PLASTIC LABELS FOR EACH PANELBOARD, PULL BOX, J-BOX, SWITCH BOX, ETC. IN COMPLIANCE WITH OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA). TERMINATION RATING CONDUCTOR INSULATION RATING 60 DEGREES C 75 DEGREES C 90 DEGREES C OK OK 60 DEGREES C OK AT 60 DEGREES AT 60 DEGREES C AMPACITY C AMPACITY OK 75 DEGREES C NO OK AT 75 DEGREES C AMPACITY OK OK 60/75 DEGREES C OK 60 OR 75 DEGREES 60 OR 75 DEGREES C AMPACITY C AMPACITY OK 90 DEGREES C NO NO ONLY IF EQUIPMENT HAS 90" C RATING MATERIALS. ELECTRICAL WMING AND RACEWAYS A. ALL CIRCUIT BREAKERS, FUSES, CONDUCTORS AND ELECTRICAL EQUIPMENT SHALL HAVE AN INTERRUPTING SHORT CIRCUIT TO WHICH THEY MAY BE SUBJECTED AND A MINIMUM OF 10,000 AIC RATING UNLESS SPECIFIED OTHERWISE, OR AS PER LOCAL CODES. B. PLASTIC PLATES FOR ALL SWITCHES, RECEPTACLES, TELEPHONE AND BLANKED OUTLETS SHALL HAVE ENGRAVED LETTERING WHERE INDICATED ON THE DRAWINGS WEATHERPROOF RECEPTACLES SHALL HAVE "WPD" 8-INCH LIFT COVER PLATES. C. METER SOCKET AMPERAGE, VOLTAGE AND NUMBER OF PHASES SHALL BE AS NOTED ON THE DRAWINGS AND MANUFACTURED BY SQUARE "D" COMPANY OR APPROVED EQUAL. D. INSTALLATION OF RIGID METAL CONDUIT (RMC) SHALL COMPLY WITH APPLICABLE PROVISION OF NATIONAL ELECTRICAL CODE (N.E.C.) ARTICLES 300 & 346 AND SHALL BE "UL" APPROVED. E. INSTALLATION OF ELECTRICAL METALLIC TUBING (EMT) SHALL COMPLY WITH APPLICABLE PROVISION OF N.E.C. ARTICLES 300 & 34B AND SHALL BE "UL" APPROVED. F. INSTALLATION OF INTERMEDIATE METAL CONDUIT (IMC) SHALL COMPLY WITH APPLICABLE PROVISION OF N.E.C. ARTICLES 300 & 348 AND SHALL BE "UL" APPROVED. G. PVC CONDUIT SHALL BE SCHEDULE 40 HIGH IMPACT POLYVINYL CHLORIDE AND SHALL BE USED WITH UNTHREADED SOLVENT CEMENT PVC CONDUIT FITTINGS. COUPLINGS SHALL HAVE A CENTER STOP TO TYPE ENSURE PROPER SEATING. CONDUIT SHALL BE MANUFACTURER BY CARLON OR ACCEPTABLE EQUAL SHALL BE IN COMPLIANCE WITH N.E.C. ARTICLE 300 & 347 AND SHALL BE "UL" APPROVED 1. ALL PVC BELOW GRADE SHALL BE SCHEDULE 40 HIGH IMPACT POLYVINYL CHLORIDE 2. ALL PVC ABOVE GRADE SHALL BESCHEDULE 80 HIGH IMPACT POLYVINYL CHLORIDE H. ALL WIRING MUST BE INSTALLED IN CONDUIT UNLESS OTHERWISE NOTED OR APPROVED BY THE ENGINEER, NEC, AND LOCAL CODES. I. ALL WIRING SHALL BE COPPER TYPE AND IN ACCORDANCE WITH THE N.E.C. OR AS INDICATED ON DRAWINGS. J. ALL ELECTRICAL EQUIPMENT SHALL BE NEW, SQUARE D (or APPROVED EQUAL) RATED NEMA 313 AND POWDER COAT PAINTED, WITH THE SIZE AS SPECIFIED AND IN ACCORDANCE WITH THE N.E.C. UNLESS OTHERWISE NOTED ON THE DRAWINGS. ALL RACEWAYS SHALL BE NEW, SQUARE D (or APPROVED EQUAL) RATED NEMA 3R, AND POWDER COAT OR ELECTRO-MAG PAINTED. K. JUNCTION BOXES OR PULL BOXES SHALL MEET NATIONAL ELECTRICAL CODE STANDARDS AND AS APPROVED FOR INSTALLATION OF RACEWAYS AND WIRING L. THE RACEWAY AND WIRING INSTALLATION SHALL BE GROUNDED PERMANENTLY AND EFFECTIVELY IN ACCORDANCE WITH N.E.C. ARTICLE 250. M. THE CONTRACTOR SHALL BE AWARE THAT ALL STATE AND LOCAL CODES SHALL APPLY TO THIS INSTALLATION AND MUST BE ADHERED TO. N. ALL EXTERIOR ELECTRICAL EQUIPMENT SHALL BE SQUARE "p" IOR APPROVEp EQUAL) GRAY POWDER COAT PAINTED NEMA 3R AND SHALL BE COATED LIGHTLY WITH A CLEAR COAT LAQUER SPRAY; EXCEPT STAINLESS STEEL EQUIPMENT. 0. AREAS OF APPLICATION FOR PULL BOX(FCA243624FF4xa) WOULD IN LOCATION SUCH AS DRIVE WAYS, PARKING LOTS, AND INSIDE OF OR OUTSIDE OF COMPOUND. SCOPE OF WORK 1) THE CONTRACTOR SHALL PROVIDE ALL ELECTRICAL WIRING AND EQUIPMENT UNLESS OTHERWISE INDICATED. MAIN COMPONENTS AREAS FOLLOWS: 2) ONE SET OF COMPLETED ELECTRICAL "AS INSTALLED" OR "AS -BUILT" DRAWINGS AT THE COMPLETION OF THE JOB SHOWING ACTUAL DIMENSIONS, ROUTING AND CIRCUITS SHALL BE PROVIDED TO THE PROJECT COORDINATOR. ALL BROCHURES, OPERATING MANUALS, CATALOGS SHOP DRAWINGS, ETC. SHALL BE TURNED OVER TO THE PROJECT COORDINATOR AT JOB COMPLETION. 3) PATCH, REPAIR AND PAINT ANY AREA THAT HAS BEEN DAMAGED IN THE COURSE OF ELECTRICAL WORK. 4) UPON COMPLETION OF WORK, CONDUIT CONTINUITY, SHORT CIRCUIT, AND GROUNDING FALL POTENTIAL TEST WILL BE MADE FOR APPROVAL AND SUBMIT TEST REPORTS TO THE PROJECT COORDINATOR. 5) CONTRACTOR SHALL CLEAN PREMISES OFALL DEBRIS RESULTING FROM WORK AND LEAVE IN A COMPLETE AND UNDAMAGED CONDITIONS. 6) THE COMPLETED JOB SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF SITE ACCEPTANCE BY THE PROJECT COORDINATOR. ANY WORK MATERIAL OR EQUIPMENT FOUND TO BE FAULTY DURING THAT PERIOD SHALL BE CORRECTED AT ONCE, UPON WRITTEN NOTIFICATION, AND AT THE EXPENSE OF THE CONTRACTOR. 7) THE ELECTRICAL CONTRACTOR SHALL VERIFY THE ELECTRICAL EQUIPMENT PROVIDED BY ELECTRICAL SUPPLIERS. 8) CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, INSURANCE, EQUIPMENT, INSTALLATION, CONSTRUCTION TOOLS, TRANSPORTATION, ETC. FOR A COMPLETE AND PROPERLY OPERATING SYSTEM ENERGIZED THROUGHOUT AS INDICATED ON DRAWINGS, AS SPECIFIED HEREIN AND/ORAS OTHERWISE REQUIRED. 9) CONTRACTOR IS 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. 10) CONTRACTOR SHALL OBTAIN ALL NECESSARY BUILDING AND / OR ELECTRIC PERMITS INSPECTIONS AND APPROVALS, AND PAY ALL REQUIRED FEES PURSUANT TO THE WORK. 11) ALL WORK SHALL BE IN STRICT ACCORDANCE WITH THE LATEST VERSION OF THE NATIONAL ELECTRICAL CODE (N.E.C.) AND ALL APPLICABLE NATIONAL, STATE AND LOCAL CODES. ALL COMPONENTS SHALL BE "UL" APPROVED. 12) CONTRACTOR SHALL BEFORE SUBMITTING THEIR BID, VISIT THE PROJECT SITE AND BECOME FAMILIAR WITH THE CONDITIONS. NO ALLOWANCE WILL BE MADE FOR EXISTING CONDITIONS OR FAILURE OF THE CONTRACTOR TO OBSERVE THEM. 13) EXACT LOCATION OF ALL EQUIPMENT SHALL BE COORDINATED WITH THE CCUSA AND OTHER TRADES. 14) CONTRACTOR SHALL PROVIDE ALL VERIFICATION OBSERVATION TESTS AND EXAMINE ALL WORK PRIOR TO ORDERING THE ELECTRICAL EQUIPMENT AND THE ACTUAL CONSTRUCTION. CONTRACTOR SHALL ISSUE A WRITTEN NOTICE OF ALL FINDINGS TO THE PROJECT COORDINATOR LISTING ALL MALFUNCTIONS, FAULTY EQUIPMENT AND DISCREPANCIES. 15) ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND IN SAFE CONDITION WHEN INSTALLED AND SHALL BE OF THE BEST GRADEAND OF THE SAME MANUFACTURER THROUGHOUT FOR EACH CLASS OR GROUP OF EQUIPMENT (SEE NOTE 14 FOR EXCEPTIONS). MATERIALS SHALL MEET WITH APPROVAL OF THE DIVISION OF INDUSTRIAL SAFETY AND ALL GOVERNING BODIES HAVING JURISDICTION. MATERIALS SHALL BE MANUFACTURED IN ACCORDANCE WITH APPLICABLE STANDARDS ESTABLISHED BY ANSI, NEMA, NBFU AND "UL" LISTED. 16) ALL ELECTRICAL EQUIPMENT IS SPECIFIED AS SQUARE "D" BRAND, SUBSTITUTION SHALL ONLY BE MADE WITH THE APPROVAL OF CCUSA. THE CONTRACTOR SHALL SUBMIT DETAILS OF PROPOSED MATERIALS, REASON FOR CHANGE AND CHANGE IN CONTRACT AMOUNT. e IERS LOGO ai&t 611 '1.1is LE INTERNATIONAL SPACE RESERVED FOR PROFESSIONAL SEALS ARKANSAS �1 LICENSE® PROFESSIONAL 14 P (RTy OF- q,NI%R 15 PRODUCED SOLELY P iE 6V THE ■lliD ITS AFFLLIATES, REPRDDUGMMOR USE OFTHIS DRAWINGANDIOR THE INFORMATION CONTAINED IN R IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. in o 0 z w_ g U E z u~i z w z O zi o z j °-°00 LLI d LL LL o D Z) F- N PI o a o o z c ENGINEER: AR CA#: 1935 TPTT ENGINEERING GROUP, INC. TOGETHEB PLAN NIYG A BE-- ....... DRAWN BY: JLR SMW # 10-0856 CHECKED BY: JDS DRAWING DATE: 09/21/2010 CROWN CASTLE SITE NUMBER: 5800293 SITE NAME: GEYER SPRINGS SITE NAME SITE NAME: GEYER SPRINGS BUSINESS UNIT NUMBER BU #: 5800293 SITE ADDRESS 8611 GEYER SPRINGS ROAD LITTLE ROCK, AR 72209 PULASKI SHEET TITLE ELECTRICAL NOTES SHEET NUMBER FINISHE a 5' 4 1 ti UNISTRUT MOUNTING BETE 3EMENT NOTE: (TYP,) (I YmUAL) 1 SPRAY CUT ENDS OF ALL UNISTRUT WITH COLD-GALV. AND PAINT ON CLEAR LAQUER, OR CAP WITH PLASTIC UNISTRUT CAP. ( )- ALL CONCRETE SHALL BE POURED TO BELOW FINISHED STONE DOUBLE UNISTRUT FOR PVC MOUNTING 5' 4' 1 AN CM _ UN in t0 r FINISHED GRADE .i CONCRETE ENCASEMENT (TYPICAL) ti1 FRAME ELEVATION : ELECTRIC SIDE I N.T.S. I 'I I FRAME ELEVATION: TELCO & TOWER LIGHTNING CONTROL SIDE I NTASIL .E 1 2 �-29.5—I NOTE: DANGER 1 _ HIGH VOLTAGE ELECTRIC DIMENSIONING: ELECTRIC SIDE FINISHED GRADE FINISHED GRADE NOTE: DANGER 1 HIGH VOLTAGE SCALE: N.T.B. , 3 i TELCO DIMENSIONING: TELCO & TOWER LIGHTNING CONTROL SIDE CARMERS LOGO Qt L C Aq W� INTERNATIONAL VF SPA,:aSEAS ARKANSAS ' LICENSED PROFESSIONAL ENGINEER **fir 4a No. 141,f 6 PfR1Y OP Vh'NER. R IS F�TODUCEO SOLELY F SE BYT OWNER AND R'S AFFILIATES. R RODUW OR USE OF THIS DRAWING ANDIOR THE INFQR TiON CONTAINED IN IT IS FORBIDDEN '."HiY TNT WR=N PERMISSIOND Ti l OWNER m � 0 z w_ O U z u~i z w z U) Z U U O O W O LLLU LL III j j w o �2 � o a .- 0 o a O Z o ENGINEER: AR CA#: 1935 q I EkGINEERIkG GAGUP, INC. sooc:wct TRI rl.A.•xlkoA Acssc.=orocvow DRAWN BY: JLR SMW # 10-0856 CHECKED BY: JDS DRAWING DATE: 09/21/2010 CROWN CASTLE SITE NUMBER: 5800293 SITE NAME: GEYER SPRINGS SITE NAME SITE NAME: GEYER SPRINGS BUSINESS UNIT NUMBER BU #: 5800293 SITE ADDRESS 8611 GEYER SPRINGS ROAD LITTLE ROCK, AR 72209 PULASKI SHEET TITLE 5FT FRAME DETAIL ALE; 4 SHEET NUMBER T.S. EM-1 0n 0 NOTE: 36" 4/13 METE CHECKWITH n BANK LOCAL UTILITY HOFFMAN `/ FOR BOX HOFFMAN BOX REQUIREMENTS FINISHED GRADE SPARE MAIN 4" PVC FROM ffFR POWER CO.CAPPEDWITH PULL " PVC STRING fPOWER CO. '-- i-' PVC FOR GROUNDING I 4" PVC TO CUSTOMERS —]TO MAIN SERVICE 4" PVC TO CUSTOMERS CONNECTION FINISHED GRADE 1" PVC FOR GROUNDING TO MAIN SERVICE CONNECTION MAIN 4" PVC FROM TELCO CO. ELECTRIC CONDUIT: ELECTRIC SIDE I NT.LE I I TELCO CONDUITS : TELCO SIDE I SCALE 12 I #2 GROUND LEAD I NSIDE 314" PVC WITH 2 HOLE LUG, BOLTED TO SIDE OF WIREWAY (TYP.) — FINISHED GRADE 30" DEEP OR 6" BELOW FROST LINE EXTERNAL GROUND RING 2/0 AWG BARE TINNED CU SOLID WIRE ELECTRICAL GROUNDING: ELECTRIC SIDE INSPECTION WELL TO NEAREST FENCE POST #2 AWG BARE SOILD TINNED COPPER WIRE NOTE: CHECK WITH 36" LOCAL UTILITY HOFFMAN FOR BOX HOFFMAN BOX REQUIREMENTS #2 GROUND LEAD INSIDE 3/4" PVC WITH 2 HOLE LUG, BOLTED TO SIDE mmx OF WIREWAY (TYP.) ;;; - FINISHED 30" DEEP OR 6" BELOW FROST LINE-1 EXTERNAL I GROUND RING J 9 8 2/0 AWG BARE (TYP.) TINNED CU STRANDED WIRE SAL NTS E: J 3 ! TELCO GROUNDING: TELCO SIDE EXTERNAL GROUND RING 2/0 AWG BARE TINNED CU STRANDED WIRE INSPECTION WELL 3 TO NEAREST FENCE POST #2 AWG BARE SOILD TINNED COPPER WIRE SCALE N T.S CARRIERS LOGO aut D OAS WE IN7ERNd730Hdi �4 SPACE SEALS * * A LICENSED PRSNGINEENAL J- N*4io- �{` Ty70gAWIL NG COPYRII ITIS D+STE E9L! OV:A OP HE O'Mrt4. R IS PRODUCEC SOLELY R USE6Y E OWNER AND ITS AFFILIATES. EPROOU OR USE OF THIS DRAWING ANO/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUTTHE WRITTEN PERMISSION OFTHE OWNER. m o 0 3 z w_ O U �D V% Z Z W z O U O z V O O w d LL LL o D o o O Z c T ENGINEER: AR CA#: 1935 ENGINEERING GROUP, INC. TOGETHER PLANNING A R-ER TOMORROW DRAWN BY: JLR SMW # 10-OB56 CHECKED BY: JDS DRAWING DATE: 09/2112010 CROWN CASTLE SITE NUMBER:5800293 SITE NAME: GEYER SPRINGS SITE NAME SITE NAME: GEYER SPRINGS BUSINESS UNIT NUMBER BU #: 5800293 SITE ADDRESS 8611 GEYER SPRINGS ROAD LITTLE ROCK, AR 72209 PULASKI SHEET TITLE 5FT FRAME DETAIL 4 1SHEET NUMBER EM-1-8 TYP. FENCE LEADS CCW FLOW TO EACH FENCE CORNER CD THREE (3) TAILS (TYP @ EACH LEG) (CW FLOW FROM TWR TO TWR RING) (1) TOWER LEG (2) CUSTOMER BUSBARS GROUND ROD - 15'-0" C/C (TYP) 0 FENCE LEADS CCW 1 FLOW TO GATE POSTS AND FENCE CORNER LEGEND TO ICE BRIDGE POSTS (PENDING LOCATION) IN ' T L TAILS FOR BUILDING CW FLOW TO EQUIP. PAD GROUND RING (PENDING LOCATION) 0 0 TYP. FENCE GROUND RODS PLACED @ 15' ON CENTER (MIN. ONE ROD PER FENCE LEAD) TYP. FENCE LEADS CCW FLOW TO EACH FENCE CORNER INSPECTION PORT (TYP THREE (3) PER TOWER) GROUNDING RING 18" MIN CLEAR FROM EDGE OF CONCRETE FOUNDATION MONOPOLE TOWER TO METER BOARD (PENDING LOCATION) 0) MONOPOLE TOWER GROUNDING PLAN 11/ 2/0 BARE, TINNED, STRANDED COPPER GROUND WIRE 30" BELOW GRADE OR 6" BELOW FROST LINE, WHICHEVER IS DEEPEST INSPECTION PORT Q GROUND ROD - 2/8"x8'/10' W/ CADWELD GROUND CONNECTION ■ CADWELD CONNECTION TYP. FENCE LEADS CCW FLOW TO EACH FENCE CORNER GROUNDING NOTES: 1. CONTRACTOR SHALL INSTALL THE MINIMUM NUMBER OF GROUND RODS AS INDICATED ON DRAWING. GROUND RODS SHALL BE 5/8"X10 FOOT COPPER GLAD GROUND RODS AND SHALL BE SPACED AT A 15 FOOT APART, SEE GROUNDING PLAN FOR APPROXIMATE LOCATIONS; CONTRACTOR SHALL PLAN FOR INSTALLING ADDITIONAL GROUNDING AS REQUIRED TO ACHIEVE 5-OHMS OR LESS TO GROUND. 2. ALL BURIED GROUND WIRES INTERCONNECTING GROUND RODS, TOWER STEEL, SHELTER, AND EQUIPMENT EXTERNAL GROUND RINGS (EGR) SHALL BE 2/0 AWG BARE TINNED CU STRANDED WIRE. - ALL FENCE POST LEADS, ICE BRIDGE LEADS AND UTILITY RACK LEADS SHALL BE ROUTED AS TO NOT INTERFERE WITH FUTURE CUSTOMER EQUIPMENT PADS, SHELTERS, OR ICE BRIDGES. 3. ALL GROUNDING WIRE AND LEADS SHALL FLOW (IN A SMOOTH CLOCKWISE (CW) PATH FROM THE TOWER TO THE GROUND RING ALL GROUNDING WIRE AND LEADS SHALL FLOW IN A SMOOTH CLOCKWISE C PATH FROM THE TOWER RING TO THE CUSTOMER RING AND ALL GROUNDING WIRE AND LEADS SHALL FLOW IN A SMOOTH COUNTER WITH NO KINKS OR SHARP BENDS. ALL BELOW GRADE CONNECTIONS SHALL BE EXOTHERMIC WELDS (CADWELD). TEE CONNECTORS ARE NOT PERMITTED ABOVE OR BELOW GRADE ON CROWN SITES. - FOR MONOPOLE TOWERS: INSTALL NINE (9) GROUND LEADS, THREE (3)LEADS PER LEG AROUND THE TOWER: (1) ONE FOR ATTACHMENT TO THE TOWER BASE (2) TWO SPARES FOR FUTURE CUSTOMER'S BUSS BARS - ALL SPARE GROUND LEADS FROM THE TOWER GROUND RING SHALL BE CUT OFF AT 12" ABOVE GRADE AND ZIP TIED OR TAPED TO THE ATTACHED TOWER LEAD IN MINIMUM OF TWO (2) PLACES. 4. GROUND LEADS TO HOLLOW LEG TOWERS SHALL ONLY BE CADWELDED TO THE BASEPLATES. " NEVER CADWELD. BRAZE OR WELD TO THE HOLLOW TOWER STRUCTURE SECTION ". 5. ALL EXOTHERMIC WELDS TO ABOVE GRADE STEEL STRUCTURES MUST BE COLD GALVANIZED AND SPRAYED WITH MATCHING RUST INHIBITOR PAINT. GROUND TEST PROCEDURES: A. CCUSA STANDARD REQUIREMENT FOR RESISTIVITY TO EARTH ON ALL SITES IS 5-OHMS OR LESS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE SUCH REQUIREMENT IS ACHIEVED. REVIEW OF THE SOIL RESISTIVITY TEST PRIOR TO INSTALLATION OF THE SITE GROUNDING SYSTEM WILL GREATLY ASSIST IN DETERMINING THE TYPE OF GROUNDING INSTALLATION, NUMBER AND TYPE OF GROUND ROD(S). B. PERFORM THREE POINT FALL OF POTENTIAL GROUNDING (MEGGER) TEST UTILIZING THE "AEMC 4500" TEST INSTRUMENT FROM A MINIMUM OF TWO SEPARATE POINTS IN TWO SEPARATE DIRECTIONS FROM THE POINT OF CONTACT. C. THE CONTRACTOR SHALL DOCUMENT MEGGER TEST RESULTS ON THE CROWNCASTLE CLOSEOUT REQUIREMENTS DOCUMENT IN THE MEG TEST TAB. D. THE CONTRACTOR SHALL DOCUMENT THE LOCATION OF ALL BELOW GRADE GROUNDING COMPONENTS AND PHOTOGRAPH WITH A DIGITAL CAMERA THE ENTIRE NEWLY INSTALLED GROUNDING SYSTEM PRIOR TO BACKFILLING ANY OPEN TRENCHES. E. FORWARD THE MEGGER TEST DOCUMENTATION TO THE REGIONAL CCUSA REPRESENTATIVE (AS PART OF THE FINAL SITE CLOSE-OUT PACKAGE DOCUMENTATION). I SITE GROUNDING PLAN I SCALE: N.T.S. 11 1 ft[ER5 LOGO C,aR aut mc c��0 SNTERNAVOHAL SPACE P.i$Efiir'TI,¢,ilQ:i,1L SEWS ARKS AS LICENSED PROFESSIONAL ENGINEER n- No. il4A PRIXK11 OF�HI OWNER. R IS PRODUCED SOLELY FORUSE BY E OWNER AND li'S AFFILIATES. 8EPa &;W OR USE OF THIS DRAWING ANDIOR THEiFOaRMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. Do z W O U u) z w z U O z O O W a w IL of 0 LLU u cQ co Ln F o; c� m oo0�o ro Z — ENGINEER: AR CA#: 1935 TITM" EHGfNEEHING DRG14 p, iNC. soor•rnc� rrn>:NIxD A �srrx� souo�pow DRAWN BY: JLR SMW # 10-0856 CHECKED BY: JDS DRAWING DATE: 09/21/2010 CROWN CASTLE SITE NUMBER: 5800293 STE NAME: GEYER SPRINGS SITE NAME SITE NAME: GEYER SPRINGS BUSINESS UNIT NUMBER BU #: 5800293 SITE ADDRESS 8611 GEYER SPRINGS ROAD LITTLE ROCK, AR 72209 PULASKI SHEET TITLE GROUNDING DETAILS SHEET NUMBER GD-1 LEGEND: AO 2/0 AWG BARE TINNED CU STRANDED WIRE 30' MINIMUM BELOW GRADE, CADWELD TO EACH GROUND ROD, LOCATE 24' MINIMUM FROM NEW CONCRETE PAD, ® NOT USED © NEW AT&T EQUIPMENT SHELTER. DO NEW MULTI -GANG METER -PAK- REF ELEC. RISER ON SHT. EM-1 EO 5/8'Ox10' COPPER CLAD GROUND ROD. DRIVE TO 18' BELOW SURFACE. REFER TO 3/E-4. WHERE LOCATED AT GROUND RING EVENLY SPACE GROUND RODS SIMILAR TO THAT SHOWN BELOW BUT TYPICALLY TWICE THE GROUND ROD LENGTH BUT NO MORE THAN 1 1/2' THAT LENGTH. (FOR GROUND ROD SPACING REFER TO SHEET GD1) FO #2 AWG SOLID TINNED COPPER GROUND WIRE. CONNECT TO GROUND RING AND STEEL REBAR IN CONCRETE FOUNDATION. EXOTHERMIC ALLY WELD, TEST FOR RESISTANCE, (5 OHMS OR LESS) VERIFY WELD NON -POROUS OR RE -WELD, O #2 AWG SOLID TINNED COPPER GROUND WIRE 18' BELOW GRADE FOR CONNECTION TO ICE BRIDGE SUPPORT POSTS. HO HOFFMAN BOX 36'x36'xl2' (TELCO CABINET) IO REFER TO GROUND ROD WITH ACCESS AREA DETAIL 2/E-4, JO PROVIDE 'INTERSECT' PANEL, 200A, 103W, 240V COMBINATION MANUAL TRANSFER SWITCH, SURGE PROTECTOR, PANELBOARD 'A' AND REFER TO PANEL SCHEDULE FOR CIRCUIT BREAKERS, Q INTERLOCKED 240V, 200A GENERATOR RECEPTACLE © #2 BARE SOLID TINNED COPPER GROUND WIRE IN 3/4' PVC CONDUIT FROM 'INTERSECT' PANEL DOWN TO GROUND RING AND CADWELD. MO #2 TINNED COPPER GROUND WIRE 18' BELOW GRADE. NO NEW SOCKET BY LOCAL ELECTRIC SERVICE PROVIDER O PROVIDE #6 AWG BARE SOLID TINNED COPPER GROUND WIRE FROM GROUND RING TO TELEPHONE CABINET GROUND BAR. PROVIDE 3/4' PVC SLEEVE WHERE ABOVE GRADE. © NEW 30'x4'xl/4' PRE -DRILLED COPPER ANTENNA GROUND BAR, PROVIDE STAND OFF ISOLATORS, VERIFY EXACT LOCATION WITH AT&T WIRELESS, ® 2/0 AWG BARE TINNED CU STRANDED WIRE FROM UTILITY RACK SUPPORT POSTS DOWN TO GROUND RING, PROVIDE CADWELD CONNECTIONS. ® #2 BARE SOLID, TINNED COPPER GROUND WIRE EXOTHERMIC ALLY CADWELD TO TOWER GROUND RING, SO #3/0 BARE SOLID, TINNED COPPER GROUNDING ELECTRODE CONDUCTOR IN 3/4' PVC CONDUIT FROM MAIN SERVICE ENTRANCE RATED DISCONNECT GROUND LUG THROUGH CONDUIT DOWN TO BELOW GRADE TO GROUND ROD (GROUNDING ELECTRODE). TERMINATE AS DIRECTED BY LOCAL AUTHORITY HAVING JURISDICTION. O PROVI➢E 2/11 AWG BARE TINNED CU STRANDED WIRE FROM GROUND RING THROUGH V PVC SLEEVE THROUGH TOWER FOUNDATION AT 180 DEGREES OPPOSITE EACH OTHER. VERIFY EXACT LOCATION FOR CONNECTION TO TOWER LEGS IN TWO PLACES, LEAVE SUFFICIENT LEAD WIRE FOR CONNECTION TO TOWER LEGS. CADWELD AT EACH GROUND BAR. 0 #2 BARE SOLID, TINNED COPPER GROUND WIRE, LEAVE SUFFICIENT LENGTH OF LEAD WIRE FOR CONNECTION TO CLIMBING AND WAVEGUIDE LADDER, INSTALL AS DIRECTED BY AT&T WIRELESS FOR THIS TYPE OF TOWER. GROUNDING NOTE: GROUNDING RING TO EARTH RESISTANCE SHALL NOT EXCEED 5 OHMS. TESTING SHALL BE COMPLETED PRIOR TO AC POWER TURN —ON. CONTRACTOR SHALL ADVISE CONSTRUCTION MANAGER IF RESISTANCE EXCEEDS 5 OHMS. 2. METALLIC OBJECTS WITHIN 6' OF THE TOWER GROUND RING MUST BE BONDED TO THE TOWER GROUND RING W/ A MINIMUM #6 AWG BARE COPPER CONDUCTOR. EXISTING —/ PARKING LOT — EXISTING I PARKING LOT 1 GROUNDING PLAN SCALE: NOT TO SCALE EXISTING ---Z PARKING LOT EXISTING PARKING LOT SITE GROUNDING LAYOUT I SCALE: N.T.S. I 1 I CARRIERS LQGo aut MC C.AS E INTERNAf1GNAL y SPACE RESERVED FOR PROFESSIONAL SEALS LICENSED PROFESSIONAL C.3 FR@ 2ATY�OF IE OWNER RIS PRODUCED SOLELY F U52 BT O.4NER AND ITS AFFILIATES. REP %OR USE AIMED I Or IS FOR mOOR IDDEN THE INFCZIYAT1Gry CONTAINED IN R IS FORBIDDEN WITHOUT THE WRRTEN PERMISSION OFTHE OWNER m Z w_ 0 U 0_ BE r- z w z O = o cn z j o 0 x w O LL ILL U LU LU co ILL > In In w r Q o N N �- m O o � 0 O 6 z o ENGINEER: AR CA#: 1935 ENGINEERING GROUP. INC. TOGETHER PCA�'NI �'G A 8E1TE8 TOYOEROW DRAWN BY: JLR BMW # 10-0856 CHECKED BY: JDS DRAWING DATE: 09/21/2010 CROWN CASTLE SITE NUMBER: 5B00293 SITE NAME: GEYER SPRINGS SITE NAME SITE NAME: GEYER SPRINGS BUSINESS UNIT NUMBER SU #: 5800293 SITE ADDRESS 8611 GEYER SPRINGS ROAD LITTLE ROCK, AR 72209 PULASKI SHEET TITLE GROUNDING LAYOUT SHEET NUMBER GD-1.1 CADWELD 2/0 GROUND WIRE TO BASEPLATES ONLY, NEVER CADWELD TO MONOPOLE TOWERS OR HOLLOW LEG SST. CORNER CONTRACTOR TO REMOVE AND FENCE POST CLEAN PAINTED OR RUSTED SURFACES BEFORE CADWELDING. PAINT SURFACES BOARD ON BOARD B' HIGH TOWER STEEL AFTER INSTALLATION PER WOODEN FENCE CROWN STANDARDS. 4 Ca0 3 2'-0" RADIUS BEND (MINIMUM, TYP.) , #2 AWG BARE SOLID TINNED COPPER WIRE CADWELD TO EXTERIOR GROUND RING SUBGRADE AND FENCE POST I E I l, I, I CADWELD TO SIDE OF LIM #2/0 TINNED STR. CU POST 6" ABOVE FINISH GRADE I � FINISH GRADE 3 � GROUND RING WIRE GD- m 11 11 2/0 AWG B E TINNED CU COPPER CLAD STIR. (TYP.) GROUND ROD 2/0 AWG BARE TINNED STR. CU (fYP.) L NOTE: ALWAYS CADWELD TO SIDE OF FENCE COPPER CLAD GROUND-1POST TO PREVENT TRIPPING HAZARD TOWER FOUNDATION ROD 3/4" x 10' LONGAN - MECHANICAL GROUNDING CONNECTIONS INSPECTION PORT (TYP) ARE PROHIBITTED -TOP OF FENCE FABRIC SHALL BE LEVEL, 3 CUT SIDE OF FENCE FABRIC TO BE GD-3 INSTALLED TOWARD THE GROUND, AND SMOOTH SIDE TO BE INSTALLED TOWARD THE BARBED WIRE. TOWER GROUND DETAIL SCALE: N.T.S. 1 FENCE GROUNDING SCALE: N.T.S. 2 NOT USED SCALE: N.T.S. 3 CONCRETE POST FOUNDATION 2/0 AWG TINNED CU SUPPORT CHANNEL PIGTAIL FOR ELECT AND FOR ELECT/TELCO EQUIP. #2 AWG BARE SOLID TINNED TELCO EQUIP. BUSSBAR COPPER WIRE TAIL FROM METERBOARD POST FENCE POST CADWELDED TO 2/0 CU EXTERIOR GROUND RING (TYP.) CADWELD TO PIPE TYPICAL FOR ALL COPPER CLAD METALPOST GROUND ROD CONCRETE 2 3 POST FOUNDATION GDP GO$ UNISTRUT CLAMP FOR CONDUIT METERBOARD POST TO FENCE SUPPORTCHANNEL 27p AWG BARE TINNEL7 FOR ELECT/TELCO EQUIP. CU STIR. (TYP.) MAIN GROUND RING U-BOLT OR UNISTRUT CLAMP FOR SUPPORT CHANNEL NOTE: NOTE -NINE GROUND LEADS NEEDED FROM GROUND RING TO METER BOARD WHEN INSTALLING A FIVE FOOT (6) METERBOARD ONLY EQUIPMENT: ONE FOR EACH POST (3), ONE FOR EACH WIREWAY (3), ONE SIX (6) GROUND LEADS ARE REQUIRED FOR TELCO BOX (1). ONE FOR ELECTRIC METER PANEL (1), ONE 2/0 FOR BUSSBAR (1) -GROUND RODS AT METERBOARD TO BE 30" MIN. OR6" BELOW FROST LINE (WHICH EVER IS DEEPEST). METER RACK GROUNDING TYPICAL - PLAN VIEW SCALE: N.T.S. 4 UNISTRUT CLAMP DETAIL SCALE: N.T.S. 5 IiFLOGO at&t ��5WIN INTER HIT IONAL * SPACE RESJW�SEALS 110 ARKANSAS LICENSED PROFESSIONAL ENGINEER ***m TFhW:NG Ig00PY�6it{'EO ANDL° :ME 50CE P PER: 1 OyF�IEOl,T143L {f IS PRODUCED SOLELY USE BY O ER AMD ITS AFFILIATES. REPRQOUZf'N OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN R IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. o 0 m 3 z w_ 0 U � O Z f~A z w z 0 U z > 0 0 LU D LL LL w p U, w o F- N 0 o a o 0 z 0 ENGINEER: AR CA#: 1935 wp"l ENGINEERING GROUP, INC. TOGETHER PLANNING A BETTER TOMORROW DRAWN BY: JLR SMW # 10-0856 CHECKED BY: JDS DRAWING DATE: 09/21/2010 CROWN CASTLE SITE NUMBER: 5800293 SITE NAME: GEYER SPRINGS SITE NAME SITE NAME: GEYER SPRINGS BUSINESS UNIT NUMBER BU #: 5800293 SITE ADDRESS 8611 GEYER SPRINGS ROAD LITTLE ROCK, AR 72209 PULASKI SHEET TITLE GROUNDING DETAILS SHEET NUMBER GD-2 GRADE 8" PVC PLUG T/FINISH GRADE 8" PVC CPLG. (THIRD.)I�II�EI�II�I�I� ill I I I i e' tst�Nmq I SUBGRAOE CADWELD I `� #2 SOLID (TEST LOOP) NOTCH SIDES OF 8" PVC SCH 40 HTEL WARNING TAPE 1 PIPE TO ALLOW EXIT/ENTRANCE s OF GROUND RING WIRE 2/0 AWG BARE STRANDED TINNED COPPER WIRE, 1 i I I r l 7 r it r i ANIXTER CAT. #1A-0201 ORAPPROVED EQUAL c' TRENCH BOTTOM 2/0 TINNED CU EXTERNAL TOWER GROUND RING WIRE COPPER CLAD CADWELD TEST LOOP TO GROUND ROD GROUND RING WIRE COPPER CLAD GROUND ROD CADWELD TYPE NO CADWELD TYPE GT 11-�_518'OX10'-O'LONG THERMOWELD TYPE CR-17 THERMOWELD TYPE CR-2 DOUBLE CABLE TO GROUND ROD HORIZONTAL TO GROUND ROD NOTE: * NOTE: GROUND ROD SHALL BE MIN. 30" BELOW GRADE OR 6" BELOW FROST LINE GROUND WIRE SHALL BE MIN. 30" BELOW GRADE OR 6" BELOW FROST (WHICH EVER IS GREATER) AS PER N.E.C. ARTICLE 250-50(D) LINE. (WHICH EVER IS GREATER) AS PER N.E.C. ARTICLE 250-50(D) GROUND ROD SCALE: N.T.S. 1 GROUND ROD DETAIL SCALE: N.T.S. 2 INSPECTION PORT DETAIL SCALE: N.T.S. 3 NOTE: DOWN LEAD O TWO -HOLE COMPRESSION LUG CONDUCTORS BURNDY CAT #YA2C2TC38E2 ARE NOT TO BE INSULATOR OR APPROVED EQUAL INSTALLED ON SEE NOTE 2. CROWN TOWER, PER THE GROUNDING DOWN HEX BOLT CONDUCTOR POLICY QAS-STD-10091 0 12 GND LOCK WASHER USE 1/4" FOR TYPETA 0 0 FLATWASHER ATTACHMENT TO 0 0 MCLOSURES 3/6" FO O 0 COPPER SHEILD & 3/BFOR 0 0 0 ATTAGROUND BARS O 0 0 GROUND BAR OR Isar Pc9Mi' = TYPE GR TYPE SV 0 0 METAL ENCLOSURE FLAT WASHER - 0 0 LOCK WASHER HEX NUT 0 INSTALLATION NOTES: 1. BOLTS, WASHERS, AND NUTS SHALL BE STAINLESS STEEL. TWO -HOLE COMPRESSION LUG 2. SELECT BOLT LENGTH TO PROVIDEAMINIMUM OFTWO EXPOSED THREADS. GROUND BAR 3. BURNISH MOUNTING SURFACE TO REMOVE PAINT IN THE AREA TYPE PH TYPE KA TYPE VS OF LUG CONTACT. 4. APPLY COPPER -SHIELD COMPOUND TO MATING SURFACE OF NOTES LUG AND WIPE CLEAN EXCESS COMPOUND. 1. SECURE TO INTERIOR OR EXTERIOR WALL W/ S.S. LAG HARGAR CAT # GBB-1442-G OR APPROVED EQUAL 5. ALL METAL ELECTRICAL EQUIPMENT SHALL BE EXTERNALLY GROUNDED TO THE TOWER EGR. (PAINTED METAL SURFACES 2. OMIT INSULATOR WHEN MOUNTING TO TOWER STEEL OR MUST HAVE SMALL SECTION OF PAINT REMOVED BEFORE PLATFORM STEEL. USE INSULATORS WHEN ATTACHING TO INSTALLATION, AND SHALL BE SPRAYED LIGHTLY WITH CLEAR BUILDINGS OR SHELTERS COAT LACQUER FINISH). CADWELDS (TYPICAL) SCALE: N.T.S. 4 GROUND BAR FSCALE. N.T.S. 5 GROUNDING TO FLAT SURFACES TYPICAL SCALE: N.T.S. 6 RliRSL��01i& M C�F4AA4t SPACE cc�.4°%® IiiTERHAT10HAl+� LICENSED PROFESSIONAL ENGINEER k%, No.1 142 PgOP2RY� OWNER.IT IS PRCIDUCED FILIATESOUIL► R USE jjg Or'+NlR ANO ITS AFFI WTE3. PRODUC OR USE OF THIS DRAWING AND/OR THE IKFDA CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER MCD cl) Z W_ 0 U z J) z W z O � 0 Z 0 0 W a LL LL W W U im Lua0 Q 0 N O O f0 o 0 Z 0 ENGINEER: AR CAM 1935 q Rll ENGINEERING GROUP, INC. TGGCTH C l ?"W KIND A l CTTC • TOMO Itl OW DRAWN BY: JLR SMW # 10-0856 CHECKED BY: JDS DRAWING DATE: 09/21/2010 CROWN CASTLE SITE NUMBER: 5800293 SITE NAME: GEYER SPRINGS SITE NAME SITE NAME: GEYER SPRINGS BUSINESS UNIT NUMBER BU #: 5800293 SITE ADDRESS 8611 GEYER SPRINGS ROAD LITTLE ROCK, AR 72209 PULASKI SHEET TITLE GROUNDING DETAILS SHEET NUMBER elm? NOTE, Q8 CAUTION - RFE SIGN (BLACK, YELLOW, WHITE) TO BE MOUNTED NEAR TOWER LEG W/ CLIMBING CABLE, D❑ NOT RESTRICT CLIMBING ACCESS. 9O ASR SIGN TO BE MOUNTED AT TOWER BASE DURING CONSTRUCTION. ® CCUSA MARKETING/ ID SIGN 18'x24' (INCLUDES SITE ADDRESS) CCUSA MARKETING SIGNI 14'x20' (BMI SITES) GATE SELF SUPPORT MONOPOLE OR GUY TOWER SITE— CHAIN LINK FENCE ACCESS GATE (IF INSTALLED) SEE DRAWING CD-2 DETAIL #3 ,A, ACCESS ROAD r, O MARKETING ID SIGN (IF ACCESS ROAD GATE INSTALLED) WITH FCC REGISTRATION NUMBER IN 2' LETTERING RAZOR WIRE WARNING SIGN (IF APPLICABLE) J TOWER SITE COMPOUND SIGN PLACEMENT I SCALE: N.T.S. I 1 I HEAVY DUTY WROUGHT STEEL T-HINGE (TYP) BOAFD ON BOND & HOH OPAOM WOODM Fact= HEAVY DUTY DOOR SECURITY SURFACE BOLT I'x 6' TREATED WOOD PICKET (TYP) NOTE: OUTSIDE VIEW ONLY SIGN (4) TO BE PLACED ON OUTSIDE OF FENCE. ALL OTHER SIGNS TO BE PLACED ON INTERIOR OF COMPOUND PRIVATE PROPERTY NO TRESPASSING VI❑LAT❑RS WILL BE PROSECUTED RED BACKGROUND W/WHITE LETTERING WHITE BACKGROUND W/BLACK LETTERING -AA WHITE BACKGROUND 5' WIDE X 10' HIGH 10' WIDE X 10' HIGH W/RED LETTERING Q6 ANCHOR POINT RED BACKGROUND SIGNS W/WHITE LETTERING N❑—TRESSPASSING SIGN 18' WIDE X 24' HIGH WARNING THIS SITE IS POSTED & PROTECTED - BY RAZOR WIRE ZED BACKGROUND d/WHITE LETTERING WHITE BACKGROUND W/BLACK LETTERING 20 RAZ❑R—WIRE SIGN 18' WIDE X 24' HIGH SITE ID# 000000 VERIFIED 911 STREET ADDRE� CITY, STATE AND ZIP CODE FOR LEASE I FORMATHIN CALL FOR 24 FOIR EMERfiENCY SERVILE CALL FCC TOWER REGISTRATION 1234567 4� MARKETING/ID SIGN w/ FCC # IN 2" LETTERING 24' WIDE X 18' HIGH WARNING • AUTHOREM PERSONNEL ONLY • HARD HATS REQUIRED • WATCH FOR FALLING MATERIAL • WATCH FOR TRIPPING HAZARDS • WATCH FOR UNEVEN SURFACES • IN THE EVENT ff A T-STORM, 1 COMPOUND, RED BACKGROUND W/WHITE LETTERING WHITE BACKGROUND W/BLACK LETTERING UE CAUTI❑N—HARD HAT C❑NSTRUCTI❑N AREA AND TRIPPING HAZARDS 24' WIDE X 18' HIGH N❑TICE RADIO FREQUENCY ENVIORMENT 12' WIDE X 18' HIGH O N❑TICE—RFE SIGN CAUTI❑N-� RADIO FREQUENCY ENVDIRMENT GREEN BACKGROUND W/WHITE LETTERING WHITE BACKGROUND W/BLACK LETTERING YELLOW BACKGROUND W/BLACK LETTERING WHITE BACKGROUND W/BLACK LETTERING AND YELLOW SYMBOL ® CAUTION—RFE SIGN LABELS OR STICKER ARE ACCPETABLE FOR MONOPOLE TYPE TOWERS 12' WIDE X 18' HIGH ASR WHITE W/BLACK 1234567 LETTERING 09 ASR SIGN 10' WIDE X 4' HIGH N❑TEI ALL SIGNS TO BE INSTALLED ACC❑RDING TO DWG SITE SIGNAGE ADJACENT TO GATES (LEFT OR RIGHT SIDE OF GATE IS ACCEPTABLE, BUT MUST BE MOUNTED ON GATE SIDE OF COMPOUND, S❑ AS TO BE READABLE WITH GATES OPEN OR CLOSED), I SITE SIGNAGE SECTION ILA -AIL 1 SCALE: N.T.S. 1 2 I TYPICAL SIGNS AND SPECIFICATIONS I SCALE: N.T.S. I 3 I 9iERs �'` `& L n C �ow� INTERNATIONAL * SEALS ARKANSAS LICENSED PROFESSIONAL * �* ',la,1 142 DRAWING CdFI'fIGHYfO A%0 IS THE SOLE ER>•Y OF E OWNER, R IS PRODUCED SOLELY UBE 9Y EOWNERANDrr AFFILIATES RlAROO' iONCR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN W RHOUT THE WRITTEN PERMISSION OF THE OWNER. moo �z W 0 U z v~i z w z O O z U LD O O LU CL LL LL W III o Qa� O oaa N �o O C) z o. ENGINEER: AR CA#: 1935 �FRT� ENGINEERING GROII P, INC. Toa=nIIA I"Not,Q A emrlx To ry R Roar DRAWN BY: JLR SMW # 10-0856 CHECKED BY: JDS DRAWING DATE: 09/21/2010 CROWN CASTLE SITE NUMBER: 5800293 SITE NAME: GEYER SPRINGS SITE NAME SITE NAME: GEYER SPRINGS BUSINESS UNIT NUMBER BU #: 5800293 SITE ADDRESS 8611 GEYER SPRINGS ROAD LITTLE ROCK, AR 72209 PULASKI SHEET TITLE SITE SIGN DETAILS SHEET NUMBER S-1