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HomeMy WebLinkAboutZ-5232-E Applicationw W i '. MA �i � � Q poll Lg IRL ��rr► . v�•.,�[ii, r � ^���y. .7�rP°.a'.rae,�a::.w�, � �d� Si �`t;,��e� � 'IT, L ,mss :ass SX �;M,- ro, f m pV ^ e n n a g n C M FF 3 N C» — —I � D O, •-• O, -h r r 0, 0 • D ��O c O ° > (n D D 3 m3��'m axiom �nam�390 m D Sp fp r, r --F QO �3o—Im C �C grr`�o j �+������ a�L� rt Qm a rt rt cu 3 3 �mtfl -1 O0, O 1-4 O O n n O<jrt O 0 n cn 3 Md WM N o rr O n m (n 0cprt ? rt --h-1 rt 3 �Nc=3 — N r 0! 3 3 �m ?(nO -90 N m m fi mO+, X rt c 0 > rt C _r > m :� C fZD rt Np C N m rt Ol a m O N o►v,o►m07 70 m 0, Ln c�3in a o O N nm�ortLnccn Or N W o W N N C oQ��*oj0, 'n a' 'a Om! fD m'� �U)< 'o m ma -- a) °3o,�>>m 'm c� O, A� = °r m m a �7r-0 mom, aN 3 m amc� m a rt n O o o 3 C m m a) �� °' am N 0 -, rt? N n n a m C a p 0 �n�,nai S m mo, a) O m N C to m e.mm-1m m a0 m - 3 o rtm °' n �N r+0 =" -n n a 0 O� .. T m 7 of rr . rt 0 O W �• � O rt m M O" N� O 3a�m� �.�°s o a=UD aa°, O m `. 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OC9 '� c nn, �co �, r•p. c ,< cow p �: AA ``�' CD w >� (D Ln co V1 D C N p CD O C m o - (D Ln 3 0 C i �• p � i 4 o co � i 0 CD O c CD o 0 41 2 CD3 n v 2 D C) -n o c� N OL L m :: a1 C,�0 r7 0 p) m c 7 CD �1 p 7 T CDT (Q v O N c r(D m� G N 0 O 0 Ce 0 0 4- m m 0 cn C— _0 0 10 C u) 10 M M CD i(n -4 CD CD 0 3 CD CD Z3 CD cn 0 0 0 (D 3 rD (DLn CL -0 3 CL -h 0 cz 0 0 CL (D :3 -h (D n (D City of Little Rock Planning and Development Filing Fees Date' , 2Q Annexation: Board of Adjustment Cond Use Permit/`I' U P-+- Final Plat__ Planned Unit Dev.--.� Preliminaiy Plat.=� Special Use Permit Rezoning _ - n q Site Plans. Stieet Name Change Street Name Signs t Numberat ea Public Hearing Signs Number at ea S Total U File No Location Applicant By C 5 �nw�a ats�t �I�I OwI 11 1 I I I 1 1NUNN 121 DRAWN BY: JLR SMW % 11-0301 CHECKED BY: JDS DRAWING DATE 041148011 LBOWN CJSTTE SITENUMBER: 5800304 SUE NAME UALR 517E NAI.E SITE NAME: UALR B05u1E5S UNIT N410,1BFT0 BU It. 5800300 SHE ADDRESS 6501 W 32ND STREET LITRE ROCK, AR 7Yl09 PULASIO COUNTY SWEET TREE SECTIONS & DETAILS SHEET NUMBER CD -2 T/D2Y0 Txl IOAIO. HIQH TWA00B4 F810E 1/4' FOD W/ A 3' 'EYE & EYE' TURNBUCKLE WIRE ROPE THIMBLE 1 x INSTALL TREATED rt' AND CLAMPS' SECURE EACH END OF WIRE WTM SCREW EYEBOLTS NOTES: 1. TANGENT POSTS TO BE 2' SCH 40 i:AwGOTHIC PICKET PANElS GTE MWC UADE FROM WELDED TOENAIL BRACE n 4' TREATED CR455 BRACH CALV. STEEL PIPE VERTICALLY, SPACE EQUALLY (1/4' MAX.) ` m TO STRiRGER MAY !>IOPE OR SE HORIZLYTTAL TO 2. CORNER AND GATE POSTS TO BE Ol1TT OODR DUTY T'T ACCdAR YOR OBOE CIiAMM 3' SCH 40 GALV STEEL PIPE SURTACE 8017 S' WELDED HINGES (TTP) 2' SCH 40 GN -V, STEEL PPE (SEE 311 GALVANIZED �S) BOLTS (TPP) TOP OF CONIC. FOUNDAMON TO 1 SLOPE A' BEA RECTANGULAR SHAPE TUBULAR STEEL 47X 4'x 1/4' FENCE POST SLEEVE (TTP) FINISHED CRCONCRETE FOUNDATION GRADE 6' GRAVEL BlSE L 7'x3'x6' - STEEL "'1. TP) TVNFA11 - IH$f11L TREATED Iy3'MIC PICKET PANELS E THE HWGE IqT� I EQUALLY I1 /4-CDNCTIETE 51EI7, PRET TATE LATCJF UPNG04T TREATED MEMBER 96 S sa (SEE OETAR 7HL5 TO BE INSTALLED ON INSIDE OUTSIDE NEW INSIDE VIEW OF GATE TO BOLT THE GATE LATCH TO. ML PO/R BNALL E Ml IOBI� BAALL � WLVAI� rl� 61LYATJ®81� 12' WOODEN GATE DETAIL SCALE: N.T.S. 1 POST SUPPORT DETAIL SCALE: N.T.S. 2 �' S-0" roTST n X C Baro a21TOAID s F4d0 7WXXx3N FTa4rE ATTACH EACH 2'x4' CROSS BRP.CE TOTREATED VOW POST WITH 2-1/4}y}u. CµVNFLED LAG BOLTS WRN WASHE3S (T1P) I Q OF 1 2'/4' WOOD CROSS BRACE (TYP) T BRACE RACH EACH TREATED 1X3"w L GRADE GOTHIC PICKET PANELS TO THE STEEL POST 2'x4' CROSS MWE W/ S GLV. — was [TPP) 99FAIJ, 1".3 5' GOTHIC j A PICKET PANELSxVERRCALLY. ��Aj ,�j/ON/ONSPACE EQUALLY (1/4" MAX.) POST(TYP) 2'r 4' TREATED CROSS BRACE CONCRETE STEEL POST N MAY SLOPE DN BE MMONTAL TO SUPPORT (BEE DETAIL UNB SIDE ACCOUNT EOR T:HAN[aDE C THIS SHEET) 'A-A'A-A' k.A.WYf AND STREET SIO[ SEAN I45TAL411TG1FD 5'%3'�c8' VERTIGLILEQUALLY PLANYrr (1/4' MNK.) AIL 1'0878 @GALL TE aLVN®81f� SCALE: N.T.S. 3 TYPICAL WOODEN FENCE DETAIL �nw�a ats�t �I�I OwI 11 1 I I I 1 1NUNN 121 DRAWN BY: JLR SMW % 11-0301 CHECKED BY: JDS DRAWING DATE 041148011 LBOWN CJSTTE SITENUMBER: 5800304 SUE NAME UALR 517E NAI.E SITE NAME: UALR B05u1E5S UNIT N410,1BFT0 BU It. 5800300 SHE ADDRESS 6501 W 32ND STREET LITRE ROCK, AR 7Yl09 PULASIO COUNTY SWEET TREE SECTIONS & DETAILS SHEET NUMBER CD -2 30' ACCESS AND UTILFTY�� EASEMENT (SEE SURVEY) OF PROPOSED 12' GRAVEL PROPOSED ACCESS ROAD (370 LFI) TURNARUND (DETAIL SHEET CD-1/1) ICE BRIDGE & PLACEMENT + a l&t PROPOSED PULLBOX PROPOSED 70'x70' IF REQUIRED LEASE AREA 1 a —1 ROPOSED MULTI—TENANT 1%1[lM�fiO NAI VA �� L Tm LITY STAND m II 1 y. I 2 w Z ..x rse+.en l�>«r[•rrr.� aic mM PROPOSED 150' II MONOPOLE ^� FUTURE LEASE AREA �I � —___. N OTE: 1. ALL ICE BRIDGE SHOULD BE INSTALLED TO A MINIMUM OF SEVEN (7) FEET AB[NE FINISHED GRADE TO THE LOWEST COAX HANGER, AS TO PROVIDE AN UNOBSTRUCTED PATH TO ALL CUSTOMERS' g N w U O o g FUTURE LEASE AREA FUTURE LEASE AREA SHELTER EQUIPMENT. o 2 ATTACH T NOTICE OTO HE TOWER OR NO CE BRITHE DGE OWER FOUNDATION, WITH UCTURE IS PERMITTEDT U i m I CROWN/GA TOWERS CM/ENGINEERING DEPT WHO WILL 01JLAIN THE OF CROWN/GA TOWERS CM/ENGINEERING WNGNEECONSENT ENBMEER AR CAC 1935 DEPT R DEPT. PROPOSED 58'x55' 8' WOOD 3. COAX CABLES SHOULD BE INSTALLED IN THE ORDER SHOWN OR BY THE STRUCTURAL ANALYSIS DESIGN. MITT lN��++EE^�xa L^O�P• iRG -1 FENCED COMPOUND (BOARD ON BOARD) SEE SHEET CD-2/2) 4. CUSTOMER COAX CABLES SHOULD NOT INTERFERE WITH ANY EXISTING SAFETY CLIMB CABLE OR TOWER LIGHTING FIXTURES. DRAWN BY:JLR SMWN 11-0301 CHECKED BY:JDS DRAMW DATE 04114!2011 20' UTILITYSFE EASEMENT (SEE SURVEIL — I LEGEND: (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 GRD ]CRome-STLE SUE NUMBER SBOD344 NAME: UALR I BRE _ SITE NAME UALR (1) 2"0 PVC CONDUIT W/PULLSTRING FROM NEW AT&T TELCO HOFFMAN BOX ON H—FRAME TO NEW I BUSINESS UrWT Nymue EQUIPMENT SHELTER 6Uxfi5Do344 (2) 4"0 PVC CONDUITS W/PULLSTRING FROM NEW MULTI—TENANT UTILITY STAND TO EXISTING UTILITY POLE W/ TRANSFORMER IN UTILITY EASEMENT (255LFt) STUB—UP, CAP AND LABEL "POWER" sVEADonn 6501 W 32ND STREET LOTLEROCK. ART22D9 PULASKI COUNTY 4"0 PVC CONDUITS W/PULLSTRING FROM NEW TELCO SPLICE BOX ON NEW H—FRAME TO I S14=ETTme O(2) EXISTING TELCO PEDESTAL IN UTILITY EASEMENT (240LFt) STUB—UP CAP AND LABEL "TELCO- SITE CONDUITS SITE PLAN SCALE: 1"=10' 1� CC-1 �aat&t IM1ilNA !1911{L m $N O h O C W � C o 0 c O o Z• ENGINEER AR CAit. 1935 DRAWN W. JlR SMW 9 17-0301 CHECKED WY: JDS DRAWING DATE: 04114!1011 CROWN CASTLE SITE NUMBER 5800344 SITE NAME UALR Sli£NAA�E SITE NAME UALR WyyNESs uw HUMLER SU C 5800344 sa E AUDRES"a 5.01 W "ND STREET LITTLE ROCK. AR 77209 PULASKI COUNTY SHEET TITLE TOWER PLACEMENT Si1EET IAIUBER CB-2 VAIwltarAMuwa •..er .evnm ra Taxe:.rx we[ ENGINEER AR CAA: 1936 CM 111M x[ull ryC 6 xC. ���x a•� .w�.F— DRAWNBY:JLR SMA'A 11-0301 CRELKEO By. JDs DRAWING DATE: 04/14!2011 CROWN CASTLE SME NUMBER 5BOD344 SME NAME: UALR BME Kkw SITE NAME: UALR 1-pupwisumWARR --I Bu#.5800344 s TEAOOMS 6W I W 32ND STREET LITTLE ROCK, AR 72209 PULASKI COUNTY SNEE7 TMLE SrrE DIMENSIONS SMF ET MIMOM CB -1 58 21' 1 15' GATE 21' t s ROPOSED MULTI—TENANT UTILITY STAND N FUTURE LEASE AREA PROPOSED 150'1 MONOPOLE cn PROPOSED 16' ICE BRIDGE FUTURE LEASE AREA I FUTURE LEASE AREA 29 1 7D' VAIwltarAMuwa •..er .evnm ra Taxe:.rx we[ ENGINEER AR CAA: 1936 CM 111M x[ull ryC 6 xC. ���x a•� .w�.F— DRAWNBY:JLR SMA'A 11-0301 CRELKEO By. JDs DRAWING DATE: 04/14!2011 CROWN CASTLE SME NUMBER 5BOD344 SME NAME: UALR BME Kkw SITE NAME: UALR 1-pupwisumWARR --I Bu#.5800344 s TEAOOMS 6W I W 32ND STREET LITTLE ROCK, AR 72209 PULASKI COUNTY SNEE7 TMLE SrrE DIMENSIONS SMF ET MIMOM CB -1 SURVEYOR'S FL TLIRNRUCKLE� DOUBLE—STRAND, 12—GAUGE GALVANIZED WIRE, TWISTED 30' ACCESS AND UTILITY GARDEN HOSE 1/2"0, MIN EASEMENT (SEE SURVEY) REMWE BURLAP FROM TOP 1/3 OF ROOT BALL 3" SHREDDED HARDWOOD MULCH S' EARTH BERM TO FORM SAUCER j'2 -x2" HARDWOOD j STAKES; 36" MIN LENGTH 6" MIN �� WLIOINSUB'10'1L BETWEENBALL ANDBOTTOM\\OF EXCAVATIONTAMP OR WATER TOPSOIL AT 6` BOTTOM OF EXCAVATION INTERVALS; WATER THOROUGHLY WHEN HOLE IS 2/3 FULL TO 6" MIN DEPTH, TAMP TREE PLANTING DETAIL PROPOSED LEASE AREA NEW AT&T SHELTER &— FOUNDATION (11'-5"x16') 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. 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. 20' LITILTTY— EASEMENT (SEE SURVEY) TURNAROUND 0000 l� 0 0 ROPOSED MULTI—TENANT UTILITY STAND 0 III PROPO:_ _ ICE BRIDGE F /0 rUTURE LEASE AREA I 0 0 000oo0 0o PROPOSED 58'x58' 8' WOOD FENCED COMPOUND (BOARD ON BOARD) (SEE SHEET CD -2/2) Cr OF PROPOSED 12' GRAVEL ACCESS ROAD (370 LFI) }+pp}} (DETAIL SHEET CD -1/1) �iQLL �RO N' s �t Ixr�eNRnaraal 0000 a uuP.cD r. Paorc.^.c,u srus 0 0 -0 0 FUTURE LEASE AREA 1 0 150' I 0 T' 0 l— FUTURE LEASE AREA 0 0 C 0 000000 NOTES: 1_ TREES AND BUSHES TO BE COMMON FOR LANDSCAPE USE IN THIS COUNTY. 2. LANDSCAPING TO BE MAINTAIN FOR A PERIOD OF 6 MONTHS. JENGINEEft ARC"180$ MAMI.y.ire a INc DRAWN BY: JLR SMWA 11-0301 CHECKED BY: JDS DRAWING DATE: 04114=11 LpoWN CASTLE SRF.ULM 5MON4 SRE NAME: UALR SI—TE IWE g411 EIAYP' UALR BUSINESS UM NwffiR BU?. 5800344 9RE ADDRESS 8501 W 32ND STREET LITRE ROCK, AR 722D9 PULASKI COUNTY $HEETTRIE LANDSCAPPING SHEET NIprBER SITE PLAN I SCALE: 1"=10' ` 1_I CA -2 �ts ova aut 1011[ENAf IO1[AL s=.cc [lnrrto r� rFuc.is�u ss.:s 'mo u, 0 N W F O � � w o � 0 0 ia ENGINEER: AR CAO: 1935 ENGINEERING GOYN. IN. PRA B, JLR su*d 11p3B1 CHECKED BY: JOS DRAWING DATE: 04114R011 CRpWH µS1 LE SITE MWftER• _%Db3" SITE NAME UALR STrF eaAUE SITE NAME: UALR BU#.5800304 SITE A.70REss 6501 W 32ND STREET LITTLE ROCK. AR 72209 PULASM COUNTY $HEOINLE GRADING PLAN SHEET 1AlWER CA -1 E OF PROPOSED 12' GRAVEL ACCESS ROAD (370 LFt) (GRADE PER DETAIL SHEET CD -1/1) EXISTING TREEUNE TO BE j�f I �•1 f / t} TRIMMED TO PROPOSED EASEMENT AS NEEDED 30' ACCESS AND UTILITY EASEMENT (SEE SURVEY) f PROPOSED 16' COMPOUND TI •BUILDING GATES (2-6' GATES) f I % f EXiSTINC BUILDING ` \ ` PROPOSED 58'x58' 8' WOOD FENCED COMPOUND (BOARD ON BOARD) (SEE SHEET CD -2/2) + 2 { i•-IfCAS COMPOUND BUILDIN ' 3 EXISTING DRIVE / J I FUTURE X349.2 r \ LEASE -"� TIE INTO EXISITNG ROAD \ AREA -- w ELEV. EXISTING �•� i / PROPOSED TURNAROUND \ / f 3 I 30' ACCESS AND UTILITY , 35 p_ EASEMENT (SEE SURVEY) \ .3 2 / / - f \• ' / 348.2 q' I E1MNG FENCE \ / \ •\ C FUTURE 1 i EXISTING TREELINE TO BE �• OF PROPOSED 12' GRAVEL �\ \ \ / EA II TRIMMED TO PROPOSED ACCESS ROAD (370 LFt) EASEMENT AS NEEDED (GRADE PER DETAIL SHEET \ �, / . T ' I CD -11 EXISTING TREES TO BE /) / / FLEE I TRIMMED TO PROPOSED \ EASEMENT AS NEEDED.�,� _ AREA k g8 NEW AT&T SHELTER FOl1NOATION (1\-5'x16') y `I i PROPOSED Fy3s 49.2 , OPOLE/ 150' TURNAROUND -�" MO i _ I FG ELEV = 349.6 MSL (TOP/CONCRETE 350_21' iI c2�s IEX15FiNG OVERHEAD PROPOSED POWER LINES ... - - •. -� - I SILT FENCE- .• • 1 1 I EXISTING PROPERTY I I j i LINE PROPOSED 76'x70' LEASE AREA Ii 20' UTILITY i EASEMENT (SEE SURVEY) 20' OTILiTY EASEMENT (SEE SURVEY) EXISTING UTILITY POLE W/ TRANSFORMER (TYP) EXISTING TELCO PEDESTAL (TYP) SITE PLAN SCALE: 1"=100' 1 SITE PLAN SCALE: 1"=20' 2 �ts ova aut 1011[ENAf IO1[AL s=.cc [lnrrto r� rFuc.is�u ss.:s 'mo u, 0 N W F O � � w o � 0 0 ia ENGINEER: AR CAO: 1935 ENGINEERING GOYN. IN. PRA B, JLR su*d 11p3B1 CHECKED BY: JOS DRAWING DATE: 04114R011 CRpWH µS1 LE SITE MWftER• _%Db3" SITE NAME UALR STrF eaAUE SITE NAME: UALR BU#.5800304 SITE A.70REss 6501 W 32ND STREET LITTLE ROCK. AR 72209 PULASM COUNTY $HEOINLE GRADING PLAN SHEET 1AlWER CA -1 1� C o � � d b>CD .o O 0 CD CDy i A. y0� rILI a y to CD to 3 ���a c z �oCD cn CD z � O ° O oCD on CrQ. 0 GAO Iz o z CD PL p y w � �UQ rya r� 1� C o � o oo .o O 0 CD CD z on 0 p w x x QS. O °Q CD M LA 0 O n WP a t&t SITE NAME: UALR SITE ID: AR1492 RAWLAND MONOPOLE TOWER DIRECTIONS FROM LITTLE ROCK, AR: STARTING IN LITTLE ROCK TAKE RAMP ONTO 1-30 W TOWARD TEXARKANA' — GO 0.7 MILES. TAKE EXIT #13913/1-630 ONTO 1-630 W — GO 5.0 MILES. TAKE EXIT #5B/SOUTH UNIVERSITY AVENUE ONTO S UNIVERSITY AVE — GO 2.1 MILES. TURN RIGHT ON COL. GLENN RD(AR-5 W) — GO 0.5 MILES. TURN RIGHT ON S BRYANT ST TURN RIGHT ON STONECREST DR — GO < 0.1 MILES. TURN LEFT ON STONECREST CIR. ARRIVE AT SITE ON THE RIGHT. SITE DIRECTIONS I 7� -yc:r " CROWN 5 iL L v INTERNATIONAL � SITE NAME: UALR I I SITE ID: 5800344 ADDRESS: 6501 W 32ND STREET LITTLE ROCK, AR 72209 Perk lF Haven al 'hu A Deo— w,t2M 0akForesl Re+t Gametery.14 wlinv e Re n 5 'ir W r>a 5t Urvren 11 wun9 y wu�a p t PEr �e [ Wcelwoo4 F -r m [VICINITY MAP SITE INFORMATION SITE MANAGER CONSTRUCTION MANAGER SITE NAME UALR BUINESS UNIT NUMBER: i yle BoPam F ?k � 7r a 6501 WA 32ND STREET LITRE ROCK, AR 72009 1< PULASKI COUNTY LATITUDE: w:xna wrens Curren a a k Ha s+ ZONING CLASSIFICATION: '. wrlaas `y Pok �1J w2�r Y arar.wd h _ n W 27n S wzena PROPOSED LEASE AREA: yen S 9�.lma 4900 SF t w;wna NEW AT&T WIRELESS PCS, LLC a0 a A 4 we7,d s, U11 Of waw,s w],n& C-1 Nays hit ]4n Y■ ARCHITECTURAL ., ... A-1 TOWER ELEVATION w 1m4 YY 9i Ab`5 VgLl6 CE w O H CA -1 GRADING PLAN & FUTURE BUILDOUT UALR LANDSCAPPING wires SITE DIMENIONS FUTURE BUILDOUT AREA w fW TOWER PLACEMENT DIMENSION err F SITE CONDUITS_COA%ICE BRIDGE »n SI RISER DIAGRAM STANDARDIZED CONSTRUCTION SPECIFICATIONS DETAILS & GUIDELINES Twaf>f NOTES & SPECIFICATIONS A-3.1 GENERAL NOTES & SPECIFICATIONS CD -1 ek wuro 51� � FENCE�_GATE DETAILS Z CONDUIT_TRENCH_PULL BOXES DETAILS wlaeu a Q CD -5 r'rr CD -6 wu�a p t PEr �e [ Wcelwoo4 F -r m [VICINITY MAP SITE INFORMATION SITE MANAGER CONSTRUCTION MANAGER SITE NAME UALR BUINESS UNIT NUMBER: 5800344 SITE ADDRESS: 6501 WA 32ND STREET LITRE ROCK, AR 72009 PULASKI COUNTY LATITUDE: 34'4315449' N LONGITUDE: 92' 20' 55236' W ZONING CLASSIFICATION: R-2 ZONING JURISDICTION: CITY OF LITTLE ROCK PARCEL NUMBER 44LI150000700 OVERALL TOWER HEIGHT: 1SY AGL PROPOSED LEASE AREA: 70'x 70' (4900SF) CONSTUCTION LIMBS: 4900 SF t SCOPE OF WORK: NEW AT&T WIRELESS PCS, LLC SITE DRAWINGS 0 T-1 TITLE SHEET C-1 SITE SURVEY ARCHITECTURAL O A-1 TOWER ELEVATION Al -1 MOUNT LEVEL ONE DETAILS DRAWINGS CE w O H CA -1 GRADING PLAN & FUTURE BUILDOUT CA -2 LANDSCAPPING CB -1 SITE DIMENIONS FUTURE BUILDOUT AREA CB -2 TOWER PLACEMENT DIMENSION CC -1 SITE CONDUITS_COA%ICE BRIDGE CC -2 RISER DIAGRAM STANDARDIZED CONSTRUCTION SPECIFICATIONS DETAILS & GUIDELINES A-3GENERAL NOTES & SPECIFICATIONS A-3.1 GENERAL NOTES & SPECIFICATIONS CD -1 SURFACE_DRAINAGE_CULVERT CD -2 FENCE�_GATE DETAILS CD -3 CONDUIT_TRENCH_PULL BOXES DETAILS CD4 SECTION & DETAILS CD -5 ICE BRIDGE _COAX -PORT DETAILS CD -6 FOUNDATION DESIGN E-1 ELECTRICAL NOTES EM -1 5 FT FRAME DETAIL (IF APPLICABLE) EM -1-B 5 FT FRAME DETAIL (IF APPLICABLE) GD-1GROUNDING RING DETAILS GD -1.1 GROUNDING LAYOUT GD -2 TWkFENCE-UNIT DETAILS GD -3 GROUNDING DETAILS S-1 SITE SIGNAGE FENCE & GATE SMW CA #: AR 1935 SMW JOB #: 11-0301 PROJECT INFORMATION SITE MANAGER CONSTRUCTION MANAGER ZONING MANAGER RF ENGINEER PROJECT MANAGER ON DRAWiNas FOR WwLAND?,SC?�4iIPO •_ •7 Eii w w z 'er•ME NAME: w NAME: NAME: _ _ NAME:_ O /f �} I �• -' ~' / / fI ` 114 DATE DATEDATE DATE DATE y 0 F.iv'f ULZV)AI i::kM r -i at&t s /Cl2Q - N I I N1iq NAI ION AL U 3 O z _ a oe > F� a� 0 ¢ V <� 3 ®Zz¢Y— zo l ¢ 4 W ..44 n LM we Z d� _x LLJ �:7 w W Z z W H t7 Z W 0 A w w w z z w O y 0 >LU O Ir CE w O H N O rn .w �Q N o Q d D z U 3 O z _ a oe > F� a� 0 ¢ V <� 3 ®Zz¢Y— zo l ¢ 4 W ..44 n LM we Z d� _x LLJ �:7 w W Z z W H t7 Z W _3211(i —.e SFA sv'i 1 I I I S�I j SIS _ 33rd STRE�'1'� y 1� W f i N Z T m LEASE PARCEL A pail of the Southwest Quarter of the Northeast Quarter of Section 13, Township 1 Noah, Range 13 West, Pulaski County, Arkansas and being more fully described as Commenting at the Nonlhwas, comer of saitl Southwest Quarter of the Northeast Quaner and run theme South 01 deg. 9 min 31 sec West along the West I'm thereof for a distance of 973.12 lee(; thence NCM 90 deg 00 min, 00 sec East for a distance of 666 62 to the Point o1 Beginning of the land herein described as follows; thence North 47 deg 45 min. 59 sec Easl for a dstame at 7000 lee[; thence South 42 deg 14 min 01 sec East lora distance of 7000 feet; thence South 47 tleg 45 mIn 59 sec West lora distance of 7000 feel; (hence North 42 deg. 14 min. 01 sec West for a distance of 7000 feet to the Point of Beginning, containing 0.11 acres, more or less 301 ACCESS & UTIL.IIY EASEMENT An Access and Utility easement being 30 00 feel in width, 15 00 feel either side of the following described centedine being a part of the Southwest Quarter of me Noaheasl Quader of Section 13, Township 1 North, Range 13 West, Pulaski Count', Arkansas and being more fufy described as Canmencirg al the Norlhwasl comer of said Southwest Quarter of the Nollheasl Quarter and run thence South 01 deg 29 min 31 sec, West along Ne West line thereof for a distance 01973 12 fall; thence North 90 deg 00 min 00 sec East for a distance of 666 52 feet: thence North 47 deg. 45 min. 59 sec East for a tlislance of 35 00 feel t. the Point of Beginning of said centerline of easement thence North 5l deg 41 Mn 37leo Wes, along mid ­1,11n, for 1 dill—, 1136552 Teel; thence North 63 deg 45 min 44 sec West along saitl cersedine of en[ for a tlistance of 62 16 feel, thence Nam 79 deg 49 min Off sec, West along mid centerline.1 easement for a disttance.111009 I1aet; thence North 66 deg 49 min 36 sec West along said centerline Ion a distance of 215.36 last to the Point of Termination of said cenledine of easement on the East Righlol-Way line of Bryant Steel, containing 0.51 acres, more or less W UT! rl` ASEMENT A UIeasement being 20.00 feel in wcm. 1000 feel either side of the fallowing described cenlerllna being a part or the Southwest Quarter of the Northeast Quarter of Section 13, Township 1 North, Range 13 West, Pulaski County, Arkansas and being more fully described m Commencing at the Northwest comer of said Southwest Quarter of the Northeml Quarter and run thence South 01 deg 29 MIR 31 sec. West along the West line thereof fare dlslame of 973.12 feel; theme Nam 90 deg 00 min 00 sec East for a distance of 666 62 feet; thence South 42 deg 14 min. 01 sec West for a distance of 70 00 feet to the Point of Beginning of said centerlhhe of easement; thence South 05 tleg. 34 min 36 sec East tar a distance 01112 15 feet 1. the Point at Termination of sad centerline of easement, containing 005 acres, more orless Y 1 7 SITE VICINITY MAP N.Ts 7 ! , 9 � LEASE PARCEL --- --,900 SG FT N 9ff00p0_E 66687 h 11 ACRES 349 �, 0SE PROPOSED 1. t&�IUO": a4-<915 I6 MTM9N C� , . l.nae4e.1�6h6nvw f' �� croam Ba..- an.ww.vf a �a.a6al6.r"loa Y' t 104[CtYLV4]l'4iP4R � '-' 'I� ,r� 1 � � • � \ 'n0 � # N II W�£ S DETAIL VIEW so • m 40 Scale 1'= 10' TOPOGRAPHIC SURVEY OF AR1492 UALR LOCATEDIN PULASKI COUNTY, ARKANSAS M W+E S 948rJ1 ORlpLLO66EFltlL1[rw\ AgVi4a6 $AfE rW461W1�X •+4aae l.vAaan r m.4rrx,rov ti r4arr lea P4� Iq a14ui Til US — — rsetlaYayElfa[we —w� apyy cactw fl WN z �5 �'•ry X112 4F ca N yyg ®�"2 Y`Y"i1=6LL W U pNAYM BY: Li1B.�4G L fk =DRM RSA ca z�wil . :PIDi MIE: YLI, QI al INIZ\ `� _ ��� LEASE PARCEL 4.900 SO FT 0,11 ACRES -V-..-^f ----------- IY71P-- F.1 -- Y-_---- \\ = .� 1 Bnala W9eeNga: aeee.m GPS Obarvetl"na 0ken an Fe0nmry 24,2011 ,-- 2mbauwylS valla onHntlp erexlnylMuaes Ohs aelV vtl alpreMa Whieslvwyn. 'PO '.� � {t ff l O.TIaaYnY]me�ls artnl'NNen�s Mklmum Shen4ems br Pmp"ry aoun4ery 111�wsa a+C lkx 4. _ f � 41 4 SUlxwhceand...rynaMalcendi—weren.—me0ro1—derm.1and PLAN VIEW LINE LI BF4NING OI6TAN£ g N ­ST E 700. •r �p.lr°i,..°`i"4wn 5 IWNmwaelomedbwYeWanpOaC�aryaY"Y+tlCW✓slomlwe ens eleven naaona,rxrnmC4n0Y Rawaahi L+c Wlrn l,m t..,<rill as Nrr/n Ml Iq. 0 A. mp ,e 12 L3 S4Y'14e1•E 70 Do 54T4559•W]000' IeWlpcWxlYa+lnra0n •a a nvr ry9p• yp ql, �apryapnay Naav�.cnnµ tl4w P.1. OcrY40d• �0111®rraa bhtllYr a[,pwVy uMergmurM u91i4ea stern On mb surrey Scale 1" = 50' L4 N.rl`m.w ]e eu �', I_ c rse.�aa�a�-ae w,aya tonna ahuI1' .nw.cxea 7mbbea"re4"y surrey - 1 • .-mndllarwuVl a Parcel t9 ML1150000>00 . o,..v I.w 94n :ucu Dela DETAIL VIEW so • m 40 Scale 1'= 10' TOPOGRAPHIC SURVEY OF AR1492 UALR LOCATEDIN PULASKI COUNTY, ARKANSAS M W+E S 948rJ1 ORlpLLO66EFltlL1[rw\ AgVi4a6 $AfE rW461W1�X •+4aae l.vAaan r m.4rrx,rov ti r4arr lea P4� Iq a14ui Til US — — rsetlaYayElfa[we —w� apyy cactw fl WN z �5 �'•ry X112 4F ca N yyg ®�"2 Y`Y"i1=6LL W U pNAYM BY: Li1B.�4G L fk =DRM RSA ca z�wil . :PIDi MIE: YLI, t -v 636'.'1 M4 133HS N011VA3-13 21 MOi 31111133195 A1Nf10O INSVIfId 60ZZL NV'N0021311.111 1332f1S ONZE M L099 5537i0dY 3115 "coops :# N9 i11Vf1 3VYVN 3115 3WVN 3115 ,diyn 3WVN 3115 "COOOS :839WL1N 3119 3l1SVO NMO21O L LOZlK/40 31VO ONIMVN0 Sof :A9 03N09HO LOEO-LL #MWS Nlf :A9 NMVHO 'oXl �i�•Otl DY�/lltl B3X19Xa SE6l �#VO L1V �TJ33NI0N3 o 0O N D to y m y 0 y m C o n o p 0 1 m m < s z n � m z O Z � I� m HITm `o < f/1 att CROffN LAST E I N T1 It N ATI ONA[ * _1')C_ F.S�Pv=O FOP f•PJ.�ss:ON� SK43 41111 � OF PROPOSED 12' GRAVEL 1 w ACCESS ROAD (370 LFt) (GRADE PER DETAIL SHEET CD -1/1) z w EXISTING TREELINE TO BE O I f I TRIMMED TO PROPOSED m d EASEMENT AS NEEDED W a 30' ACCESS AND UTILITY of EASEMENT (SEE SURVEY) PROPOSED 16' COMPOUND f rr EXISTING , GATES (2-8' GATES) 6 frBUILDING/' PROPOSED 58'x58' FENCED DETAIL rEILISTING BUILDING > / \ COMPOUND SEE LEASE SHEET CD -2/2 N, O o z I , a 1 GAS COMPOUND N f fr 8UILDING: -rte EXISTING DRIVE ' f r' \ FUTURE —'—f r-- `'ti r'1 TIE INTO EXISITNG ROAD X349.2 \ LEASE \ AREA ELEV: EXISTING PROPOSED\ TURNAROUND \ / F- Dc i 3 30' ACCESS AND UTILITY EASEMENT (SEE SURVEY) \ / I z} I • 3 2 / / 349 2 EXISTING FENCE FUTURE LEASE i EXISTING TREELINE TO BE TRIMMED TO PROPOSED \��, OF PROPOSED 12' GRAVEL ACCESS ROAD (370 LFf) AREA i I EASEMENT AS NEEDED (GRADE PER DETAIL SHEET \ I I EXISTING TREES TO BE t 1 CD -1/1) / FUTURE i TRIMMED TO PROPOSED EASEMENT AS NEEDED \ ` LEASE �� AREA cl % i I \` NEW AT&T SHELTER do gg Fri �Fj t FOUNDATION (11'-5"x18'), '3g 49 / PROPOSED TURNAROUND *� �\� • CENTER OF 150' MONOPOLE . FFG ELEV = 349.8 MSL (TOP/CONCRETE 350.2') EXISTING OVERHEADs POWER r • \ I S SROPOENO� LINES 1 I �EXISTING _ _ Q ' PROPERTY I LINE 1 f PROPOSED 70'x70' }} i LEASE AREA i 20' UTILITY EASEMENT (SEE SURVEY) 20' UTILITY EASEMENT (SEE SURVEY) EXISTING UTILITY POLE W/ TRANSFORMER (TYP) EXISTING TELCO PEDESTAL (TYP) SITE PLAN SCALE: V=100' 1 SITE PLAN SCALE: 1"=20' 2 att CROffN LAST E I N T1 It N ATI ONA[ * _1')C_ F.S�Pv=O FOP f•PJ.�ss:ON� SK43 ENGINEER: AR CAP- 1935 9! Bw0�He4 a•AINOA�ROYP 1NC. DRAWN BY: JLR SMW# 11-0301 CHECKED BY: JDS DRAWING DATE: 041742011 CROWN CASTLE 71 SITE NUMBER: 5800341 SITE NAME: UALR SITE NAME SITE NAME: UALR BUSINESS UNIT NUMBER BU #: 5000341 SYfEADDRES5 6501 W 32ND STREET LITTLE ROCK, AR 72209 PULASKI COUNTY SHEET TITLE 71 GRADING PLAN SHEET NUMBER CA -1 41111 1 w w rc Z z z w O m d W a of rc m U N N o m w a N ❑ Q O o z ENGINEER: AR CAP- 1935 9! Bw0�He4 a•AINOA�ROYP 1NC. DRAWN BY: JLR SMW# 11-0301 CHECKED BY: JDS DRAWING DATE: 041742011 CROWN CASTLE 71 SITE NUMBER: 5800341 SITE NAME: UALR SITE NAME SITE NAME: UALR BUSINESS UNIT NUMBER BU #: 5000341 SYfEADDRES5 6501 W 32ND STREET LITTLE ROCK, AR 72209 PULASKI COUNTY SHEET TITLE 71 GRADING PLAN SHEET NUMBER CA -1 SURVEYOR'S FI TURNBUCKLE DOUBLE—STRAND, 12—GAUGE GALVANIZED WIRE, TWISTED 6" MIN---_] BETWEEN 7 BALL AND I BOTTOM OF EXCAVATION TAMP OR WATER TOPSOIL AT 6" INTERVALS; WATER THOROUGHLY WHEN HOLE IS 2/3 FULL SITE PLAN HOSE 1/2"0, MIN REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL 3" SHREDDED HARDWOOD MULCH 3" EARTH BERM TO FORM LOOSEN SUBSOIL AT BOTTOM OF EXCAVATION TO 6" MIN DEPTH, TAMP OF PROPOSED 12' GRAVEL ACCESS ROAD (370 LFt) 30' ACCESS AND UTILITY (DETAIL SHEET CD -1/1) EASEMENT (SEE SURVEY) l �A PROPOSED i TURNAROUND {i SAUCER 2'x2" HARDWOOD STAKES; 36" MIN LENGTH PROPOSED 70'x7p' LEASE AREA NEW AT&T SHELTER &—­_ FOUNDATION (11'-5"x16') 'TREE PLAwn G DETAIL 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. 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. / 20' UTILITY EASEMENT (SEE SURA aaoo r O1 m o oaaa o E a a- —\--PROPOSED a MULTI—TENANT oUTILITY STAND a Z w o U 0 w a W a FUTURE LEASE AREA a of PROPOSED 150' MONOPOLE 13 o - a o � L O PROPOSED 10' ICE BRIDGE o� o -17 0 z a I I a FUTURE LEASE AREA FUTURE LEASE AREA a o �a oa ooa000 )oo ooaaaa PROPOSED 58'x58' FENCE COMPOUND SEE DETAIL LEASE SHEET CD -2/2 NOTES: 1. TREES AND BUSHES TO BE COMMON FOR LANDSCAPE USE IN THIS COUNTY. 2. LANDSCAPING TO BE MAINTAIN FOR A PERIOD OF 6 MONTHS. SCALE: 1"=10' cn 0 at&t ` CRo -YN' ROI F Ij INTERN 4TION li T"I 11111G --'1111 IE ILE TME . °",ors � iieionia� e�xn ew..,er,en. ENGINEER: AR CA#: 1935 DRAWN BY: JLR SMW # 11-0301 CHECKED BY: JDS DRAWING DATE: 0 411 412 01 1 CROWN CASTLE SITE NUMBER: 5800344 SITE NAME: UALR SITE NAME SITE NAME: UALR BU #: 5800344 SITE ADDRESS 6501 W 32ND STREET LITTLE ROCK, AR 72209 PULASKI COUNTY E ET TITLE LANDSCAPPING SHE ET NUMBER CA -2 r O1 m o W Z w U 0 w W a of U W W N o� 0 z ENGINEER: AR CA#: 1935 DRAWN BY: JLR SMW # 11-0301 CHECKED BY: JDS DRAWING DATE: 0 411 412 01 1 CROWN CASTLE SITE NUMBER: 5800344 SITE NAME: UALR SITE NAME SITE NAME: UALR BU #: 5800344 SITE ADDRESS 6501 W 32ND STREET LITTLE ROCK, AR 72209 PULASKI COUNTY E ET TITLE LANDSCAPPING SHE ET NUMBER CA -2 tvat&t s Coco 4NT1RRiT[O11�L SP1.E P-SLFG rl FsEkti ENGINEER: AR CA#: 1935 6Y91M CERING Op�P�NL DRAWN BY: JLR SMW# 11-0301 CHECKED BY: JDS DRAWING DATE: 04/14/2011 CROWN CASTLE SITE NUMBER: 5600344 SITE NAME: UALR SITE NAME SITE NAME: UALR BVSINESS UNIT NUMBCA BU #: 5800344 SITE ADDRESS 6501 W 32ND STREET LITTLE ROCK, AR 72209 PULASKI COUNTY SHEET ME SITE DIMENSIONS SHEET NUMBER CB -1 > m m � w z z Z w 0u O K W O a � U W m � W N O N IW H � O v O 6 z ENGINEER: AR CA#: 1935 6Y91M CERING Op�P�NL DRAWN BY: JLR SMW# 11-0301 CHECKED BY: JDS DRAWING DATE: 04/14/2011 CROWN CASTLE SITE NUMBER: 5600344 SITE NAME: UALR SITE NAME SITE NAME: UALR BVSINESS UNIT NUMBCA BU #: 5800344 SITE ADDRESS 6501 W 32ND STREET LITTLE ROCK, AR 72209 PULASKI COUNTY SHEET ME SITE DIMENSIONS SHEET NUMBER CB -1 at&t CROWN' I INT E u4mi10 N a ENGINEER: I I AR CA#: 1935 EX 6FNEE0.1X6 Y1lOL} ING DRAWN BY: JLR SMW # 11-0301 CHECKED BY: JDS DRAWING DATE: 04/14/2011 CROWN CAS74E SITE NUMBER: 5800344 SITE NAME: UALR SITE NAME SITE NAME: UALR 8U51NEu UNIT NUMBER BU #: 5800344 SITE ADDRESS 6501 W 32ND STREET LITTLE ROCK. AR 72209 PULASKI COUNTY SHEET TIRE TOWER PLACEMENT sHEEr PRIME CB -2 mN 0 3 w K N Z w - U O K W a U W N � w N 0 N 1- N � p ENGINEER: I I AR CA#: 1935 EX 6FNEE0.1X6 Y1lOL} ING DRAWN BY: JLR SMW # 11-0301 CHECKED BY: JDS DRAWING DATE: 04/14/2011 CROWN CAS74E SITE NUMBER: 5800344 SITE NAME: UALR SITE NAME SITE NAME: UALR 8U51NEu UNIT NUMBER BU #: 5800344 SITE ADDRESS 6501 W 32ND STREET LITTLE ROCK. AR 72209 PULASKI COUNTY SHEET TIRE TOWER PLACEMENT sHEEr PRIME CB -2 30' ACCESS AND UTILITY EASEMENT (SEE SURVEY) rL OF PROPOSED 12' GRAVEL PROPOSED ACCESS ROAD (370 LFt) TURNAROUND (DETAIL SHEET CD -1/1) a mI 20' tfiLIIfY EASEMENT -� (SEE SURVEY) LEGEND: 1 (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 GRD (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 EXISTING UTILITY POLE W/ TRANSFORMER IN UTILITY EASEMENT (255LFt) STU9-UP, CAP AND LABEL "POWER" (2) 4"0 PVC CONDUITS W/PULLSTRING FROM NEW TELCO SPLICE BOX ON NEW H -FRAME TO EXISTING TELCO PEDESTAL IN UTILITY EASEMENT (240LFt) STUB -UP CAP AND [ABEL 'TELCO" DETAIL #1 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 I SCALE: 1"=10' 1 1 1 aut Vl� (?AZQ5". Nrr�xArinN�lt :race a_�r...en von rPJ%F.;Eou� .=,`ns PROPOSED PULLBOX PROPOSED 70'x70' IF REQUIRED LEASE AREA ROPOSED MULTI—TENANT UTILITY STAND K �I to ~ w ml PROPOSED 150' MONOPOLE m I r FUTURE LEASE AREA � Q ml ml 1 a m I FUTURE LEASE AREA FUTURE LEASE AREA mi ll " PROPOSED 58'x58' FENCED COMPOUND SEE DETAIL N o LEASE SHEET CD -2/2 mI 20' tfiLIIfY EASEMENT -� (SEE SURVEY) LEGEND: 1 (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 GRD (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 EXISTING UTILITY POLE W/ TRANSFORMER IN UTILITY EASEMENT (255LFt) STU9-UP, CAP AND LABEL "POWER" (2) 4"0 PVC CONDUITS W/PULLSTRING FROM NEW TELCO SPLICE BOX ON NEW H -FRAME TO EXISTING TELCO PEDESTAL IN UTILITY EASEMENT (240LFt) STUB -UP CAP AND [ABEL 'TELCO" DETAIL #1 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 I SCALE: 1"=10' 1 1 1 aut Vl� (?AZQ5". Nrr�xArinN�lt :race a_�r...en von rPJ%F.;Eou� .=,`ns ENGINEER: AR CAN: 1935 � EN OINEP lim owo Rou Np. 1R DRAWN BY: JLR SMW# 11-0301 CHECKED BY: JDS DRAWING DATE 04/14/2011 CROWN CASTLE SITE NW MER: 5800344 SITE NAME: UALR SITE NAME SITE NAME: UALR BUSINESS UNIT NU},iBER BU #: 5600344 serf ADDRM 6501 W 32ND STREET LITTLE ROCK AR 72209 PULASKICOUNTY SHEET TITLE SITE CONDUITS SHEET NUMBER CC -1 m� w w K to ~ Z w NO U w W a rc w U � W N o z ENGINEER: AR CAN: 1935 � EN OINEP lim owo Rou Np. 1R DRAWN BY: JLR SMW# 11-0301 CHECKED BY: JDS DRAWING DATE 04/14/2011 CROWN CASTLE SITE NW MER: 5800344 SITE NAME: UALR SITE NAME SITE NAME: UALR BUSINESS UNIT NU},iBER BU #: 5600344 serf ADDRM 6501 W 32ND STREET LITTLE ROCK AR 72209 PULASKICOUNTY 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. O3. NEW 12B/240V, I -PHASE, 3 -WIRE, 4 POSITION METERING CENTER, (200A MAX CIRCUIT BREAKER) (SQUARE D METER PAK MPR44200, OR EQUAL) O4. 5/8'0x10' COPPER CLAD GROUND RODS. DRIVE TOP TO 18' BELOW SURFACE, INSTALL GROUND ROD INSPECTION PORT (DET. 2/E-4). O5. GROUNDING ELECTRODE CONDUCTOR (#3/0 CU) IN 1' PROTECTIVE CONDUIT. NEW NEMA 3R TELEPHONE CABINET (36'x3G'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 #50KCMIL TYPE THWN (PER NFPA-70 ARTICLE 310.0 IN FULLY TAPPED TO BOTH SETS OF UTILITY COMPANY FEEDERS AND SECURED WITH HYDRAULICALLY COMPRESSED CONNECTIONS, DOUBLE WRAPPED AND INSULATED FROM DAMAGE IN WIREWAY. 8O. PROVIDE 3-3/0, 1#2G TYPE THWN IN 2' CONDUIT (IMC ABOVE GRADE, SCHER 40 PVC BELOW GRADE.) 9O. TELCO CONDUIT FROM NEW TELOC HOFFMAN BOX TO EXISTING TELCO PEDESTAL (COORDINATE INCOMING SERVICE WITH TELCO COMPANY) 10 2'0 PVC CONDUIT FROM TELCO HOFFMAN BOX TO PROPOSED SHELTER NOTES, 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. NEW SCHEDULE 40 4' PVC CONDUIT W/PULL WIRE TO TELCO PEDESTAL, COORDINATE TERMINATION POINT WITH LOCAL TELCO PROVIDER TO (E) UTILITY POLE W/ TRANSFORMER. COORDINATE TERMINATION POINT WITH LOCAL ELECTRICAL PROVIDER. RISER DIAGRAM SYMBOLS LIST AND ABBREVIATIONS a f9 m � DIRECT BURIED BARE GROUND WIRE UNDERGROUND ELECTRICAL CONDUIT AND FEEDER UNDERGROUND TELEPHONE CO. CONDUIT TO TELCO DEMARK POINT w GROUNDING RING 1 i A CONNECTION (CADWELD OR EXOTHERMIC WELD TO STRUCTURE OR DEVICE �r■`H I GROUNDING PORT, SEE DETAIL 2 SHEEP E04 - GROUNDING POINT SEE GROUNDING PLAN OL 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 UD WHERE VEHICULAR TRAMC IS LIKELY) XIII INDICATES 2 HOT, 1 NEUTRAL, & 1 GROUND IN CONDUIT AHJ AUTHORITY HAVING JURISDICTION CM CONSTRUCTION MANAGER OR AGENT FOR AT&T MAIN UTILITY RACK (FRONT) Ll L1 0 fN) UTILITY RACK MATH UTILITY RACK REF SHEET EM -1-3 (BACK) , WP GFI GENERAL NOTES 1. REFER TO GENERAL NOTES, SHEET E-1 FOR SITE COORDINATION REQUIREMENTS. 2. COORDINATE WITH CONSTRUCTION MANAGER TO OBTAIN CURRENT APPLICABLE TOWER GROUNDING REQUIREMENTS FROM AT&T WIRELESS. 3. USE TINNED COPPER (SOLID) FOR EXTERIOR GROUNDING (TYPICALLY #2 OR AS NOTED)1 USE 2/0 TINNED 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 5/8'0x10' LONG WITH TOPS BURIED 18' MINIMUM BELOW FINISHED GRAVE, 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 CONNECTONS 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 SHELTER-\ 150' (N) ICE SCALE: N.T.S. ENGINEER: AR CA#: 1935 iM UIN EER�M ¢_rtROYF INF DRAWN BY: JLR SMW # 11-0301 CHECKED BY: JOS DRAWING DATE: 0 411 412 01 1 GROWN CASTLE SITE NUMBER: SB00344 SITE NAME: UALR SITE NAME SITE NAME: UALR BUSINESS UNIY NLMdBER BU #: 5900344 SITE AWRESS 6501 W 32ND STREET LITTLE ROCK, AR 72209 PULASKI COUNTY SHEET TITLE SITE CONDUITS SHEETNLIMBER CC -2 a f9 m � w U) Z w O � o ¢ W 0 a LL U W w W N o � w a E2 o e z ENGINEER: AR CA#: 1935 iM UIN EER�M ¢_rtROYF INF DRAWN BY: JLR SMW # 11-0301 CHECKED BY: JOS DRAWING DATE: 0 411 412 01 1 GROWN CASTLE SITE NUMBER: SB00344 SITE NAME: UALR SITE NAME SITE NAME: UALR BUSINESS UNIY NLMdBER BU #: 5900344 SITE AWRESS 6501 W 32ND STREET LITTLE ROCK, AR 72209 PULASKI COUNTY SHEET TITLE SITE CONDUITS SHEETNLIMBER CC -2 NnTr� OB CAUTION - RFE SIGN PRIVATE RED BACKGROUND (BLACK, TED NEA WHITE) TO WHITE BACKGROUND BE MOUNTED NEAR TOWER LEG W/WHITE LETTERING �� DO CLIMBING CABLE. PROPERTY W/BLACK LETTERING DO NOT RESTRICT CLIMBING ACCESS, 9O ASR SIGN TO BE MOUNTED N❑ WHITE BACKGROUND CONSTTRUCTONSE DURING TRESPASSIN W/RED LETTERING 5' WIDE X 10' HIGH 10' WIDE X 10' HIGH O ACCESS GATE CIF INSTALLED) 6 ANCHOR PAINT 4 MARKETING/ ID SIGN 18'x24' SEE DRAWING CD -2 DETAIL #3 (IW,L SITE ADDRESS) VI❑LAT❑RS SIGNS CCUSA CUSA MARKETING SIGNS 14'x20' CBMI WILL BE RED BACKGROUND SITES) W/WHITE LETTERING PROSECUTED AccEss Q Nil-TRESSIPASSINGGREEN ITEA BACKGROUND GATE ROAD SIGN 18' WIDE X 24' HIGH SELF SUPPORT ® WHITE BACKGROUND G.S]GN F� MARKETING ID SIGN RED BACKGROUND sc"c"'nrl "L"N OR (IF ACCESS ROAD GATE INSTALLED) WARNING RM FREQUENCY ENVID!!ffM W/BLACK LETTERING ND s[ALE GUY TOWER SITE— W/WHITE LETTERING WITH FCC REGISTRATION NUMBER IN 2' LETTERING THIS SITE IS 12' WIDE X 18' HIGH RAZOR WIRE WARNING SIGN POSTED & (IF APPLICABLE) PROTECTED WHITE BACKGROUND Q7 NDTICE-REE W/BLACK LETTERING SIGN CHAIN LINK FENCE BY "' RAZOR WIRE YELLOW BACKGROUND 0 RAZOR --WIRE SIGN CAUTION W/BLACK LETTERING 18' WIDE X 24' HIGH TOWER SITE COMPOUND SIGN PLACEMENT SCALE: N.T.S. 1 WHITE BACKGROUND RADIO FREQUENCY INVIORMENT W/BLACK LETTERING SITE IDN 000000 AND YELLOW SYMBOL VERIFIED 911 STREET ADDRE CITY, STATE AND VP CODE roe lEW of7mim c R FUR 24 RQN EER031CY SERVICE [NL MPH" ,v_,f_Ti -wl Na wrr -o- a'b• FCC TOWER REGISTRATION 10. ® CAUTION—RFE GATE FRAME GATES GATE FRAME 1234567 SIGN LABELS OR STICKER ARE ACCPETABLE FOR ® MARKETING/Ii) _SIGN MONOPOLE TYPE TOWERS (9) Q ® ® w/ FCC # IN 2' 12' WIDE X 18' HIGH LETTERING 3 24' WIDE X 16' HIGH © 1234567 WHITE BLACK LETTERING RED BACK WARNING W/WHITE GEOTTERING 09 ASR SIGN .AUTHORIZED PERSONNEL MLY 10' WIDE X 4' HIGH :1 ITS 11WHITE BACKGROUND WATCH FUR PAU9C MTM,,. GROUND LINE STYMIE LOCK IGATE.VAT�ViFURFCH FOR EVEN SU*RFLaMCES W/BLACK LETTERING NOTE, CONC. FTG, KEEPER BRACKET . TM THE EVENT IF A T -STORM, YAG TIC ALL SIGNS TO BE INSTALLED 10' DIA. x 36 TRUSS REDS Oma• ACCORDING (TYP) CAUTION -HARD HAT TO DWG SITE SIGNAGE ADJACENT TO GATES GATE HOLD BACK C❑NSTRUCTI❑N (LEFT OR RIGHT SIDE OF GATE IS AREA FIND TRIPPINQ HAZARDS ACCEPTABLE, BUT MUST BE MOUNTED Irw• ro Tl:.evea ON GATE SIDE OF COMPOUND, SO AS (^P> 24' WIDE X 18' HIGH TO BE READABLE WITH GATES OPEN OR CLOSED). 1 SITE SIGNAGE SECTION "A -A" SCALE: N.T.S. 2 TYPICAL SIGNS AND SPECIFICATIONS SCALE: N.T.S. 3 0777 at&t CiRff,N° AS E I1FTGl NAT10RAL rcFOa"+��uSPxeenwoio� d ve �"oa: `tea moo. *Ir aNr.wapo.Y..�awrcsearnof>s Ixmrnrs wernNr.r4uaawaeE 1K ww+c ENGINEER: AR CAN: 1935 IIraFN>:e01r+a oRouo, NHe- DRAWN BY: JLR SMW # 11-0301 CHECKED BY: JOS DRAWING DATE: 04/14/2011 CROWN CASTLE SITE NUMBER: 5800344 SITE NAME: UALR SITE NAME SITE NAME: UALR 3U #: 5800344 SITE ADDRESS 5501 W 32ND STREET _ITTLE ROCK AR 72209 'ULASKI COUNTY SNEET TITI. E SITE SIGN DETAILS SFpEE f NUMBER 3-1 > m m � w rc Co Z o w 0U i w O LL a U W m � m o m w ry 0 0 zo ENGINEER: AR CAN: 1935 IIraFN>:e01r+a oRouo, NHe- DRAWN BY: JLR SMW # 11-0301 CHECKED BY: JOS DRAWING DATE: 04/14/2011 CROWN CASTLE SITE NUMBER: 5800344 SITE NAME: UALR SITE NAME SITE NAME: UALR 3U #: 5800344 SITE ADDRESS 5501 W 32ND STREET _ITTLE ROCK AR 72209 'ULASKI COUNTY SNEET TITI. E SITE SIGN DETAILS SFpEE f NUMBER 3-1 4" 0 NPS 4" 0 NPS GATE GATE POST POST (TYP.) (TYP-):1ROWS ALUMINIZED MIN. 4 FASTENERS (HDG BARBED WIRE RINGS) PER 2-1/2' 0 1 1/2" 0 NPS TOP nl—n" a'_n" R'_D" oeu A. E:oenc NPS LINE POST (IrP.JIw .. .. .. _ _ ,,,,,� SCH. 40 (TYP.) ANGLE BARBED WIRE 45' ON MAX SEE SIGNAGE DWG. S-1 GATES FRAME GATEALL STRETCHER BARS (TMP) 2-1/2" 0 NPS LINE POST (TYP.) ///.L7" SIDES (TYR1 #7 GA. - ALUMINIZED 2"0 SCR. 40 chi GALV. MESH 49 aut CROW OFFEINATIOKEl TM9 DMNINOIB EOPYWOHIEDANOIB THE BqE pROPETHE OWNERRq PBWUEEDSOLELY iTAi UBE ERY BY TIE OWNER MO ITB -W1E& Kr+onKrlu, of liEc eTNEoirv.o�NDax }LR E.�OnE lq.lowi�ni'INRgEOIq WITXWTTNE YIBITIFN PE1iMIeBIW OF THE OWNER GA. FABRIC (TYP.) 3" 0 NPS ® O CORNER POST BOTTOMTENSION WIRE (TYP.) o^ Lu #7 GA. - ALUMINIZED 1 3 chi COIL WIRE FINISHED GRADE j0TRUSS t- STYMIELO E ENCE FABRIC TO ;i BE 2 " "(AFG) ABOVE IRODS ti (TYP.) BRACKET FINISHED GRADE 6E-0" CONCRETE FOUNDATION 10" 0 x o 36" (TYP.) GATE HOLD BACK LOCATED 1 FT go OFF FACE OF FENCE (TYPICAL FOR 2 PLACES) AA''^^xx.. NOTEO TOP OF CHAIN LINK FENCE (FABRIC) TO BE SMOOTH SIDE OF FENCE FABRICIW CUT SIDE TOWARD THE GRO ND. SCALE: N.T.S. 1 TYPICAL FENCE & GATE SECTION STANDARD COMBINATION LOCK SPEC .I�I ALL LOCK SHOULD BE MARINE GRACE BRASS STRETCHER BARS LOCK WITH STAINLESS STEEL SHACKLE, SOLID BRASS BODY PROVDES STRENGTH AND CORROSION RESISTANCE. GATE KEEPER BRACKET STAINLE55 STEEL SjJ&K � RESIST HACKSAWS, BOLT CUTTERS, AND CORROSIVE WEATHER CONDITIONS &L LOCKS SHOULD BE A PROGAMMABLE O COMBINATION LOCK THAT IS STRONG, DURABLE TYPICAL AND HIGHLY WEATHER RESISTANT STYMIE LOCK THE FOLLOW LOCK IS APPROVED BY CROWN TO BE USED ON SITES (BUT IS NOT LIMITED TO THE ONLY MANUFACTURER OF THIS TYPES OF LOCK) PART NUMBERS: ABUS SBO/HB 50-63 WITH 2-1/4" MARINE GRADE WITH 4 DIALS. ABUS 180 COMBINATION 1" MARINE GRADE WITH 4 DIALS. GATES SCALE: N.T.S. 2 STYMIE LOCK DETAIL aut CROW OFFEINATIOKEl TM9 DMNINOIB EOPYWOHIEDANOIB THE BqE pROPETHE OWNERRq PBWUEEDSOLELY iTAi UBE ERY BY TIE OWNER MO ITB -W1E& Kr+onKrlu, of liEc eTNEoirv.o�NDax }LR E.�OnE lq.lowi�ni'INRgEOIq WITXWTTNE YIBITIFN PE1iMIeBIW OF THE OWNER ENGINEER: AR CAM 1935 0N91NIEIIkMoAoiin OP IMC DRAWN BY: JLR BMW# 11-0301 CHECKED BY: JOB DRAWING DATE: 04/14/2011 ME CASTLE SITE NUMBER: 6000344 SITE NAME: UALR &ITE NAME SITE NAME: UALR BUSINESS UNIT NUMBER BU #: 5900344 SITE ADDRESS 6501 W 32ND STREET LITTLE ROCK, AR 72209 PULASKI COUNTY SHEET TITLE SECTIONS & DETAILS SHEET NUMBER CD -2 Im z O chi o � o go ENGINEER: AR CAM 1935 0N91NIEIIkMoAoiin OP IMC DRAWN BY: JLR BMW# 11-0301 CHECKED BY: JOB DRAWING DATE: 04/14/2011 ME CASTLE SITE NUMBER: 6000344 SITE NAME: UALR &ITE NAME SITE NAME: UALR BUSINESS UNIT NUMBER BU #: 5900344 SITE ADDRESS 6501 W 32ND STREET LITTLE ROCK, AR 72209 PULASKI COUNTY SHEET TITLE SECTIONS & DETAILS SHEET NUMBER CD -2 GENERAL NOTES 1. ALL STRUCTURAL STEEL SHALL BE HOT -DIPPED GALVANIZED AFTER FABRICATION. 2 ALL STRUCTURAL STEEL SHALL BE DESIGNED, FABRICATED, AND ERECTED IN ACCORDANCE PATH AISC SPECIFICATION (LATEST EDITION). J. FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION (HANDICAPPED ACCESS NOT AMM) 4. FACILITY WILL NOT BE LIGHTED WITH THE EXCEPTION OF EMERGENCY CONDITIONS. 5. FACILITY HAS NO PLUMBING. 6. TOWER AND ANTENNA INSTALLATION SHALL BE CONDUCTED BY FIELD CREWS EMRfEKM IN THE ASSEMBLY AND ERECTION OF RADIO ANTENNAS, TRANSMISSION LINES, AND SUPPORT STRUCTURES. Z CONTRACT COMPANIES AND THEIR EMPLOYEES SHALL OBSERVE AND PRACTICE ALL O.SH.A SAFETY GUIDELINES WHILE PEFI&W SERVICE FOR AT&T. B. WHERE A TOWER DOES NOT HAVE A PERMANENT FALL PR07EC77ON SYSTEM, THE CONTRACT COMPANY IS RESPONSIBLE FOR PROVIDING A SUITABLE SYSTEM FOR ITS EMPLOYEES. l l I � II access & unu1Y l I l i I 9. CONTRACTOR SHALL PERFM A SAFETY INSPECTION PRIOR TO COMMENCING ALL WORK ACTIVITIES AT A AT&T LEASED OR OWNED SITE AT&T SHOULD BE IMMEDIATELY NOTIFIED OF SAFETY HAZARD(S) FOUND DURING THE INSPECTION THAT COULD CAUSE BODILY HARM OR ENDANGERMENT TO LIFE OR THAT COULD CAUSE DAMAGE TO PROPERTY. ALL WORK SHALL BE HALTED UN71L SUCH TIME THE REPORTED SAFETY HAZARD CORRECTED. THE SAFETY HAZARD, IF POSSIBLE, SHOULD BE CORRECTED BY THE CONTRACTOR WHILE ON SITE AFTER THE CONTRACTOR HAS NOTIFIED AT&T OF THE HAZARD AND HAS RECEIVED APPROVAL FROM AT&T TO PEk.M THE CORRECTION. LEGEND CM- CROWN MONITOR FP- FLASH POWER BOX FB - FLASH BOX M - MELER B - BREAKER H - HOFFMAN BOX MD - MAIN LPSC10WT H - HOFFMAN BOX G - GENERATOR POWER ENLARGED SITE PLAN Sour I'- 10'-T NOTE. } 11 FWi1L Ct75FLIF.l7 ALL UTILITY SERVICE POINTS OF ENTRY N1141Eo .. =on Y SHALL BE VERIFIED WITH ACTUAL SHELTER 0' z MANUFACTURER DRAWINGS PRIOR TO INSTALLATION Z� z� c 0 TOWER MANUFACTURER'S SPECS, FABRICATION, AND CONCRETE FOUNDATION DESIGN WILL BE PROVIDED BY TOWER VENDOR. TOWER SHOWN ON THESE PLANS IS 9PF-0 MYTA77VE ONLY OF THE TOWER TYPE. � C3� N� C NN 1.=. Lu zC� r Q MUy m ENLARGED SITE PLAN Sour I'- 10'-T 5 } 11 FWi1L Ct75FLIF.l7 P uiwtl EWAKEPVIE> N1141Eo .. =on Y un �� un U 0' z JW Z� z� c 0 w U N C3� N� C NN 1.=. Lu zC� ¢O Q MUy m w mo,,, Ling Ka z w cz o N W m N �..j �wnv u�QP W .1 N W U r, CLn W O F- 2 U � +P>.5 0 y+�AR N AS REGISTE D It PRDI EIV NE � 11833 fly �:,r iv► I 5 2 11 START DATE: 3114/11 DRAWN BY: LMR I CHECKED BY: RSA SHEET NUMBER C-3