The URL can be used to link to this page

Home My WebLink AboutZ-7021-A MapNOTES THE CONTRACTOR(S), OR ANYONE USING THESE DOCUMENTS IS ADVISED TO LAYOUT THEIR WORK AND VERIFY THE ACTUAL FIELD CONDITIONS RELATIVE TO THE DESIGNS SHOWN ON THE DRAWINGS. ANY DISCREPANCIES ENCOUNTERED THAT WOULD AFFECT THE PROPER INSTALLATION OF CONSTRUCTION OF THE PROPOSED IMPROVEMENTS SHALL BE REPORTED TO THE OWNER AND/OR ENGINEER IN ORDER TO ALLOW FOR NECESSARY ADJUSTMENTS IN THE PLANS. THE CONTRACTOR SHALL LAYOUT IN THE FIELD ALL THE ELEMENTS OF THE IMPROVEMENTS PRIOR TO AND WELL AHEAD OF CONSTRUCTION TO INSURE THAT NO CONFLICTS EXIST BETWEEN ANY UNDERGROUND SERVICE UTILITIES OR DRAIN LINES, INCLUDING, MINIMUM DEPTHS BELOW FINISHED SURFACES, THE SURFACE ELEVATIONS OF ALL MANHOLES AND CATCH BASINS RELATIVE TO FINISHED GRADES. ANY PLAN DISCREPANCIES ENCOUNTERED SHALL BE REPORTED TO THE OWNER AND/OR ENGINEER IN ORDER TO ALLOW FOR NECESSARY ADJUSTMENTS IN THE PLANS. THE CONTRACTOR(S) SHALL MAINTAIN ACCURATE AND LEGIBLE RECORDS OF ALL INSTALLATIONS AND DELIVER THE SAME TO THE OWNER IN A FORM ADEQUATE TO READILY TRANSFER THE DATA DIRECTLY TO RECORD ("AS BUILT") DRAWINGS AS REQUIRED BY THE REVIEWING AGENCIES. THE FORM AND ADEQUACY OF THESE RECORDS ARE SUBJECT TO THE APPROVAL OF RECIPIENT. ENGINEER'S APPROVAL: ri�et�c communications 6655 S.- LEWIS AVE. SUITE 2.10 TULSA, 0K 74136 CRICKET ARKANSAS w")ROPERTY COMPANY, 4 RIVER BEND PLACE SUITE 210 JACKSON, MISSISSIPPI 39232 PHONE: (601) 936-7228 CRICKET APPROVALS NAME I DATE RF: PROPERTY TOWER OWNER: SITE ACQUISITION: CONSTRUCTION MANAGER: NO I DATE I REVISION A 1 06/19/02 1 ISSUED FOR ZONING A DELAWARE�-ORPORATION SITE NAME: f"Pa- TE WORLD SITE NUMBER: LIT 066 6516 MABELVALL, CUT-OFF ROAD LITTLE ROCK, AR 72209 cricet communications 6655 S. LEWIS AVE. SUITE 200 TULSA, OK 74136 PROJECT: SKATE WORLD 6516 MABELVALE CUT—OFF ROAD LITTLE ROCK, AR 72209 SPECIFICATIONS LIST STANDING DETAI VIUINI I Y MAN DIRECTIONS: FORM LITTLE ROCK GO SOUTH ON HWY30 TO HWY 630 WEST, GO 7.5 MILES TO HWY 430 SOUTH AND TRAVEL 5.7 MILES TO HWY 30 EAST TAKE 3CE 1 MILE TO EXIT 388. TRAVEL 0.1 MILES TO MABELVALE CUT—OFF AND TURN RIGHT. TRAVEL 0.04 MILES TO SITE. INDEX OF SHEETS: Tl___ .............. COVER SHEET SURVEY Cl ................. SITE LAYOUT C2 ................ DETAIL SITE LAYOUT C3 ................ EXISTING LANDSCAPE PLAN C4 ................ TOWER ELEVATION AP�R.V ii - i v By FI,- rlin c 4 i aval0� rnent Staff Subject to ondliion5 Nested on WCF Permit. E3y. –U1— AIS"( UEV;ATIO; e {PQM APPROVED SITE PLAN' V0,DS THIS PERMIT. 270700.03 270700.03—T1. D WG T-1 'C*Sgd 3O NOISSM113d Nal-L[4[AI 3H,L InOH LIAl a33nGOHd3H 280 assn as Os .LON Sl .i inn00a sin *rVS13d do A Vad0kid 3HJ, s[ ONd AZ[V,[.3ilid08d Si 3' 'NI383Hl NOIIV14SOANI 3HI (INV ',LN3IKn30a smi OS = ! 37Y9S 09 99 0 FO'OOLOLZ AN BOP ZO/Ll/90 31W dBn'.AB 03AONddV d8A :A8 NUVJJO dBA'A8 03N!)t&W M x D N Z m to zm C z 0 O mm m N Jn A rUJ m� � rm 10 D � 0m m 00 0 D 1r ;D{ O D rO D Drq A A 0 O 0d o� 3NIl )1OV8 13S �i 3/u280 IIVHdSv 9NI1SIX3—,l I 1N3Vl3SV3 Alnlln V SS330V ,SZ 9NI1SIX3 1 63MOd OV3H83AO 9NUSIX3 3Nn HOVE 13S ,5L f . I L•99Z /1313 1S3M LO.OL,LZ.Z6 =9NOI H18ON Z8TZ.6C I .Z£ :lVI 310dONOW 09L IJ 9NUSIX3 JO 3NI1831N30 83MOd ONno 89N30Nn ONIMX3—� OWWON A-WON A WON .0"fOZO 31VO 9NI1SIX3 X08 83MOd ONLSIX3 1NOd NOIIVAN3S80 9NI1SIX3 --/ d01 NO 3281M 03G8Ve/M 30N33 N3000M ,8 ON11SIX3 SSvN9 OV08 330-1no 3lvAl3evw 3Nn N3V8 13S ,SZ anlln ,S JNUSIX3 3NII )13VE 13S ,SL (IVOIdAl) 13V8.L 1N38Vd 1OVIdl 1N38Vd Wa031K1d 9NI1SIX3 •13 'OS 00.082 T -3v 900'0 V38V 3SV31 ,OZX.t L 13)13163 3SV31 ,OZx,4l 13)13183 PROPOSED CRICKET 14'x20' LEASE AREA f x— x x � 6. I x x co x I Ir.: O x O I N x x I x I II ' x PROPOSED CRICKET I UTILITY RACK x PROPOSED UNDERGROUND 2" CONDUIT TELCO x x PROPOSED UNDERGROUND 2" CONDUIT POWER EXISTING SPRINT EQUIPMENT I x I x I x I 1 5.00 49.72 51 E -- x x x MDgne Lic DeClinotion 02'03.0' NOAH Synthesis 6-13-02 21.89 EXISTING 8' WOODEN FENCE W/BARBED WIRE ON TOP, O rn a CENTERLINE OF EXISTING .150' MONOPOLE LAT: 32' 39'23.82" NORTH LONG: 92'21'10.07 WEST ELEV: 285.7 O� v — EXISTING POWER BOX — EXISTING GATE EXISTING 25' INGRESS & EGRESS EASEMENT a 0: U 3 5 0 a r O � r J D 00z O cxg a 3� 0 0 Wo 3� U Q I �N Z xL- J rn� a �dML' w o z2 o cr Q. W Z In z to a Y Q W U U DESIGNED BY: VBP DRAWN BY: VBP APPRIMID BY:VBP DATE: 06/17/02 J06 No: 270700.03 0 5 fU SCALE: I" = TO' THIS DOCUMENT, AND THE INFORMATION THEREIN, IS PROPRIETARY AND IS THE PROPERTY OF PBS&J. THIS DOCUMENT IS NOT TO BE USED OR REPRODUCED WITHOUT THE WRITTEN PERMISSION OF PBS&J. N nTF`,� THE CONTRACTOR(S), OR ANYONE USING THESE DOCUMENTS IS ADVISED TO LAYOUT THEIR WORK AND VERIFY THE ACTUAL FIELD CONDITIONS RELATIVE TO THE DESIGNS SHOWN ON THE DRAWINGS. ANY DISCREPANCIES ENCOUNTERED THAT WOULD AFFECT THE PROPER INSTALLATION OF CONSTRUCTION OF THE PROPOSED IMPROVEMENTS SHALL BE REPORTED TO THE OWNER AND/OR ENGINEER IN ORDER TO ALLOW FOR NECESSARY ADJUSTMENTS IN THE PLANS. THE CONTRACTOR SHALL LAYOUT IN THE FIELD ALL THE ELEMENTS OF THE IMPROVEMENTS PRIOR TO AND WELL AHEAD OF CONSTRUCTION TO INSURE THAT NO CONFLICTS EXIST BETWEEN ANY UNDERGROUND SERVICE UTILITIES OR DRAIN LINES, INCLUDING, MINIMUM DEPTHS BELOW FINISHED SURFACES, THE SURFACE ELEVATIONS OF ALL MANHOLES AND CATCH BASINS RELATIVE TO FINISHED GRADES. ANY PLAN DISCREPANCIES ENCOUNTERED SHALL BE REPORTED TO THE OWNER AND/OR ENGINEER IN ORDER TO ALLOW FOR NECESSARY ADJUSTMENTS IN THE PLANS. THE CONTRACTOR(S) SHALL MAINTAIN ACCURATE AND LEGIBLE RECORDS OF ALL INSTALLATIONS AND DELIVER THE SAME TO THE OWNER IN A FORM ADEQUATE TO READILY TRANSFER THE DATA DIRECTLY TO RECORD ("AS BUILT") DRAWINGS AS REQUIRED BY THE REVIEWING AGENCIES. THE FORM AND ADEQUACY OF THESE RECORDS ARE SUBJECT TO THE APPROVAL OF RECIPIENT. ENGINEER'S APPROVAL: .....DII �. i ' ■ CriCVet0 communications 6655 S. LEWIS AVE. SUITE 200 TULSA, OK 74136 CRICKET ARKANSAS PROPERTY COMPANY, A DELAWARE CORPORATION 4 RIVER BEND PLACE SUITE 210 JACKSON, MISSISSIPPI 39232 PHONE: (601) 936-7228 CRICKET APPROVALS NAME RF: PROPERTY TOWER OWNER: SITE ACQUISITION: CONSTRUCTION MANAGER: NO I DATE I REVISION A 1 06/19/02 1 ISSUED FOR ZONING VIUINIIY MAF' DIRECTIONS: FORM LITTLE ROCK GO SOUTH ON HWY30 TO HWY 630 WEST, GO 7.5 MILES TO HWY 430 SOUTH AND TRAVEL 5.7 MILES TO HWY 30 EAST TAKE 30E 1 MILE TO EXIT 388. TRAVEL 0.1 MILES TO MABELVALE CUT-OFF AND TURN RIGHT. TRAVEL 0.04 MILES TO SITE. INDEX OF SHEETS: T1.............. SITE NAME: SKATE WORLD SURVEY Cl .............. SITE NUMBER: LIT 066 C2 .............. C4 .............. 6516 NIABELVALE CUT-OFF ROAD LITTLE ROCK:, AR 72209 COVER SHEET SITE LAYOUT DETAIL SITE LAYOUT EXISTING LANDSCAPE PLAN TOWER ELEVATION APPROVED Fi:".;y3 � i': 'TFirZT E1rE3 Y D� Flan lin [Je.+elr�pment Staff i!1hi t ccic;Itle:�s iVotsd an'vuCF Permit. DATE ANY DEVIATION FROM APPROVED SITE PLAN VOIDS THIS PERMIT. z 4PV-A- SPECIFICATIONS LIST PBS&J JOB# d 270700.03 cri a PROJECT: SKATE WORLD DRAWING# communications 6516 MABELVALE CUT-OFF ROAD STANDING DETAILS 270700.03-T1.DWG 6655 S. LEWIS AVE. LITTLE ROCK, AR 72209 SHEET# SUITE 200 TULSA, OK 74136 T-1 c 0 0 A 1.14 Magnetic ■ocrrnotion 02'03.0' HOAR S 11-13- 2 C CELL SITE LaL 34'39'23.82'N Long. 92'21'10.07' Elev. 285.7 IEDEND w PF IRON PIPE FOUND w RBS 1/2- REBAR SET •CMP CONCRETE MONUMENT FOUND w CALC CALCULATED POINT -NOT MONUMENTED P.O.C. POINT OF COMMENCEMENT P.O.B. POINT OF BEGINNING ( ) DEED and/or PLAT CALL R.O.W. RIGHT-OF-WAY M.B.L. MINIMUM BUILDING LINE -x- FENCE LINE d UTILITY POLE W/ GUY WIRE if UTILITY POLE W/O GUY WIRE -P POWER LINE x(5.02 SPOT ELEVATION e0 40 0 110 IOU 140 T.eR NOTE: EXISTING 5'•-6' DS ED AREA CRICKET 14'x20' LEASE OUTSIDE PERIMETER OF FENCE TEMPORARY INCORPORATES S 88 04'25" E BENCHMARK= 0.006 ACS EXISVNG 6' WOODEN FENCE 1/4' RE BAR 280.00 SO. FTW BARBED WIRE ON TOP. FOUND 207.00' EXISTING ELEV=287.4 i S 8756'39" E � t7BSERVATtDN 25' SET BACK LINE PORT S 1.55'34' W F - . N 1155r34 -E • - . I GRASS 14,00 f ` C N 88'04.26" W 1 N 9T04'226 WW EXiSTiNG ISTING WER BOX I• PLATFORM 1 1 I! EXISTING ICE BRIDGE ! S 8729'59' E J EXISTING UNDERGROUND POWER EXISTING ASPHALT CENTERUN£ OF EXISTING PARKING 1 ! 150• MONOPOLE LAT: 32'39'23.82' NORTH ! LONG: 9721'10.07 wEST ELEV: 285.7 W to v u7 ! + o� r7 0 p W jEXISTING BUIL17INC, rn 47 N o SKATEWORLE C4 �• MN rq [1! Z ACT zJ EXISTING OVERHEAD P WER � f1 1 WI _r EXISTING 151 ASPHALT x PARKING 19 l f JAI to I1�1N TS -48'5 W R w M o: EXISTING 25' ACCESS 6c UTILITY EASEMENT EXISTING ASPHALT DRIVE P.O.B. CALC- - - - -.. - - - _ 413.61 • MABELVALE CUT-OFF ROAD N 2 35'SD E S87'S8'19 E co o----�- ---- C+LC /C.C.=Sw CORNER OF THE SW 1 4 SEI. 1 4 OF SECTION 1, T 1 S, IR 13 W, PULAS COUNTY. AR - - - - - -- - - - - - - NOTES: --1 1 1 Jf 1 1 N 8T59.48, W 1 I 1 I PARENT TRACT I! 1W 1 GRASS 1 2. AS PROGRAM, COMMUNITY -PANEL NUMBER: nA' � ! EASEMENT DESCRIPTION ! J The East 25 R of the South 273 fL of the East 207 ft. of the West 414 ft- of the SW quarter of the efr M N J Ofttt IT APPEARS.SITE Arkansas. NAME: Blears Wold 5 FOOT UTILITY EASEMENT DESCRIPTION 4 Riverhead Place, Suite 210 A 5 foot ut;rnty .asernent slag in and running across part of the southwest quarter of the 13 West, Little Rock, Puia County. southeast quarter or S.ct3on 14 Torrcdup I South, Ronge Arimnms, and being more partkuvorfy descrAmd m foliomr. Iz Com- at the southwest corner of the southwest quarter of the southeast quarter of Sect3an East 413.61 feet; thence rte North 2 PBW SITE NAME:(3PICKMYSIKA1"EWORLD/AR Section 01,T0IS,R13W WI ! 1113W PROJECT NUMBER: 270700.03 0025 North 2 degrees, 35 minutes. 50 seconds East 5.00 feet; thence run North 87 degrees. 59 South 2 degrees. 26 minutes. 27 seconds minutes, 19 seconds West 206.73 feet; thence run West 5.00 fewt; thence run South 87 d.gnwws, 54 minut", 19 seconds East 206.72 fact to thou & Associates, Inc. EXISTING 5' UTILITY EASEMENT I !1 Northport, Alabama 35476 A 2$ feat access and utttlty sox nicrtt bang In and mmnkg acnm Part of the aputhwest quarter of 1 Range 13 West, Uttio Rock. Pulastu the southeast quarter of Secifon i, Twxazshga South, County. Mkan9o9. and being more portiou" described os foitows: (334) 2833020 Commence at the southwest corner of the southwest quarter of the soultmast quartan of S*atien East 413.61 feet: lienee run Horth 2 1 1; thence run South 87 degrees, 58 minutes. 19 seconds degrees, 35 minutes. 50 seconds East 39.37 feet to a rebor found at the Point of Beginning: thence run North 87 dagr , 59 mkwAM 19 swtvnds West 25-00 fest thence run North 2 feet to Iron PIPs found: thence run north 2 Scale Approved -sonB By dagrm. 35 minutes, 50 seconds East 233.27 on degrees, 30 mtnutes. 01 xcands emt 338.54 feel: thenad run South 87 degrees. 29 minutes, 59 30 01 seconds West 338.64 reef COGO Fit - 1 tLv.-26x.4 - 25' SET BACK IJNE Sheet -1 of 1 $ 72 77" W1 (NOT TO SCAT E) Part of the southwest quarter a[ the southeast quarter of Section 1, Township 1 South, Range 13 described oa fWlaws: 2()6.73' West, Little flock, Pulaski County, Arkaasos, and being mare poWcutary 5.OD�� Commence at the southwest corner of the southwest quarter of the >,oAh"mt quarter of Section East 413.61 feet: thence run North 2 ' - N 8759'19' W deg news, 30 minuica, 01 seconds E=t 375.84 feet: thence run North 88 dc9rcn. 04 mh"A(c . 26 CA L C seconds West 40.68 feet to a 1h' copped rebar set at the Point of Beginning, thence canting* fast to o ye" "pped rebcr set; there run S � S 87'59'�19' � E _ cxc South 88 degrees, 04 mInvtea. 26 seconds East 20.00 fmk to a )j' capped r'ebvr *sU thm-+[e run 206.72' W R w M o: EXISTING 25' ACCESS 6c UTILITY EASEMENT EXISTING ASPHALT DRIVE P.O.B. CALC- - - - -.. - - - _ 413.61 • MABELVALE CUT-OFF ROAD N 2 35'SD E S87'S8'19 E co o----�- ---- C+LC /C.C.=Sw CORNER OF THE SW 1 4 SEI. 1 4 OF SECTION 1, T 1 S, IR 13 W, PULAS COUNTY. AR - - - - - -- - - - - - - NOTES: MAIL UPr AKKANS45 COUNTY OF PULASKI 1. BASIS OF BEARINGS: STATE PLANE COORDINATES ARKANSAS SOUTH ZONE PARENT TRACT NAl7 83. The Narth 420.87 H. of the Sarah 693.87 feet of the East 207 ft. of If,, West 414 ft. of the SW Well. City of tittle Rock, PER THE NATIONAL FLOOD INSURANCE quarter of the SE quarter. Section 1, Tamshlp 1 South. Range 13 2. AS PROGRAM, COMMUNITY -PANEL NUMBER: P"IO'i County, Arkaneva, cvakain rg 2 odea. ma.v a less. 050181-0111-F. EFFECTIVE DATE: EASEMENT DESCRIPTION 10-19-2001, SUBJECT PROPERTY ODES The East 25 R of the South 273 fL of the East 207 ft. of the West 414 ft- of the SW quarter of the NOT UE IN A SPECIAL FLOOD HA7JtR0 AREA_ SE quarter. Section 1, Township 1 South, Range 13 West. City of Little Rock. Pudd`W County, Ofttt IT APPEARS.SITE Arkansas. NAME: Blears Wold 5 FOOT UTILITY EASEMENT DESCRIPTION 4 Riverhead Place, Suite 210 A 5 foot ut;rnty .asernent slag in and running across part of the southwest quarter of the 13 West, Little Rock, Puia County. southeast quarter or S.ct3on 14 Torrcdup I South, Ronge Arimnms, and being more partkuvorfy descrAmd m foliomr. Part of the SW 1/4 of the SE 1/4 Com- at the southwest corner of the southwest quarter of the southeast quarter of Sect3an East 413.61 feet; thence rte North 2 PBW SITE NAME:(3PICKMYSIKA1"EWORLD/AR Section 01,T0IS,R13W 1; thence run South 87 degrees, 58 minutes, 19 seconds degrees, 35 minutes, W seconds East '219.37 feet to the Palet of Beginning; thence continue 1113W PROJECT NUMBER: 270700.03 0025 North 2 degrees, 35 minutes. 50 seconds East 5.00 feet; thence run North 87 degrees. 59 South 2 degrees. 26 minutes. 27 seconds minutes, 19 seconds West 206.73 feet; thence run West 5.00 fewt; thence run South 87 d.gnwws, 54 minut", 19 seconds East 206.72 fact to thou & Associates, Inc. Point of Beginning. 2728 Ludeen Wallace Boulevard 205 EastVVashingten Street P.O. Box 508 P:O. Box 447 pfynopdis, A3ahama 36732 25 FOOT ACCESS AND UTILITY EASEMENT DESCRIPPON Northport, Alabama 35476 A 2$ feat access and utttlty sox nicrtt bang In and mmnkg acnm Part of the aputhwest quarter of 1 Range 13 West, Uttio Rock. Pulastu the southeast quarter of Secifon i, Twxazshga South, County. Mkan9o9. and being more portiou" described os foitows: (334) 2833020 Commence at the southwest corner of the southwest quarter of the soultmast quartan of S*atien East 413.61 feet: lienee run Horth 2 Field Work 042 �, 1; thence run South 87 degrees, 58 minutes. 19 seconds degrees, 35 minutes. 50 seconds East 39.37 feet to a rebor found at the Point of Beginning: thence run North 87 dagr , 59 mkwAM 19 swtvnds West 25-00 fest thence run North 2 feet to Iron PIPs found: thence run north 2 Scale Approved -sonB By dagrm. 35 minutes, 50 seconds East 233.27 on degrees, 30 mtnutes. 01 xcands emt 338.54 feel: thenad run South 87 degrees. 29 minutes, 59 30 01 seconds West 338.64 reef COGO Fit - seconds East 25.00 feet; thence run South 2 deg rtes. minutes. to an trop pipe found; thence nun South 2 dcgrm, 35 minutes, 50 seconds West 233.04 fent to tLv.-26x.4 the Point of Beginning. Sheet -1 of 1 CRICKET LEASE AREA DESCRIPTION (NOT TO SCAT E) Part of the southwest quarter a[ the southeast quarter of Section 1, Township 1 South, Range 13 described oa fWlaws: West, Little flock, Pulaski County, Arkaasos, and being mare poWcutary Commence at the southwest corner of the southwest quarter of the >,oAh"mt quarter of Section East 413.61 feet: thence run North 2 ' 1; thence run South 87 degrees, 58 minutes, 19 seconds degrees, 35 minutes, 50 seconds Eost 272.41 feet to on Imn pipe found. thence nun North 2 deg news, 30 minuica, 01 seconds E=t 375.84 feet: thence run North 88 dc9rcn. 04 mh"A(c . 26 seconds West 40.68 feet to a 1h' copped rebar set at the Point of Beginning, thence canting* fast to o ye" "pped rebcr set; there run North tib degfe". 04 minutes, 26 seconds West 20-W North 1 degrees, 55 minutes, 34 seconds East 14.Do feet to a %} copped ebur sett thence run South 88 degrees, 04 mInvtea. 26 seconds East 20.00 fmk to a )j' capped r'ebvr *sU thm-+[e run South I degrees. 55 minutes, 34 seconds west 14.00 fees to the Point of Beginning Said parcel containing 0.006 cores, (280.00 eq. ft.), more or less. 2-C INFORMATION This is to certify that the center of the hose of a proposed tower Eying within the subject site has the following geographic location within 2-C tolerance. Latitude do Longitude ■4"'•7�i'E�=ty� LIGHTNING ROD ELEV=447.59 Latitude: 34'39'23.82' N TOP OF ANTENNA ELEV.-445-1❑ ^. TOP OF TOWER ELEV Longitude: 9Z21'10.137_ - X438.49 - Elevation: 285.7 (NAW. 8a) 1 Thomas W. Brooks, Jr.:11L5..V '"=<, AR Reg. No. 1 188 ". r,; 2728 Lurieen Wallace Blvd.•'," • .` , js Northport. AL 35476 •' `' I_ : Telephone: (205) 333-0003 ROTE: THIS IS A DDPK-ON rat CI1C et i��I�A17-5.3s Propem oI37�}.ZIIy, FOR ELEVATION p11N ACTS ONLY. R IS ffQT AN ACTUAL imo OF THE TOWER AS PvBRr-o I Y ^� PBS&i A Delawa-Ee Co o>:ation Ofttt IT APPEARS.SITE NAME: Blears Wold 4 Riverhead Place, Suite 210 SITE NUMBER: LIT - 066 )ad6oa. TILS 39232 Part of the SW 1/4 of the SE 1/4 PBW SITE NAME:(3PICKMYSIKA1"EWORLD/AR Section 01,T0IS,R13W 1113W PROJECT NUMBER: 270700.03 0025 PULASKI COUI•TIY. AR Herndon, Hicks & Associates, Inc. 2728 Ludeen Wallace Boulevard 205 EastVVashingten Street P.O. Box 508 P:O. Box 447 pfynopdis, A3ahama 36732 Northport, Alabama 35476 (205) 333-0003 (334) 2833020 Field Work 042 �, Source 0g-17-02 Date held Bork JLC-- ACAD File 20 - WG Scale Approved -sonB By COGO Fit - tLv.-26x.4 Job N0. 0205-041 Sheet -1 of 1 TOWER PROFILE (NOT TO SCAT E) F1 ■ Mel nation 0703.0' sN--13- 2 4 CELL SITE Lot. 34'39'23.82•N Lang. 9721'10.07' Elev. 285.7 I EGFND e IPF IRON PIPE FOUND e RBS 1/2• REBAR SET •CMF CONCRETE MONUMENT FOUND e CAM CALCULATED POINT -NOT MONUMENTED P.O.C. POINT OF COMMENCEMENT P.O.B. POINT OF BEGINNING ( ) DEED and/or PLAT CALL R.O.W. RIGHT-OF-WAY M.B.L. MINIMUM BUILDING LINE -x- FENCE LINE .r UTILITY POLE W/ GUY WIRE r UTILITY POLE W/O GUY WIRE --P- POWER LINE xm4.az SPOT ELEVATION eD 4a a ea leo 240 CRICKET 14'x20' LEASE acrv�.nnwr�n- 280.00 So. FT. 1/4• REBAR FOUND ELEV=287.4 S �G25' SETBACK L I RASS NOTES: 1. BASIS OF BEARINGS: STATE PLANE COORDINATES ARKANSAS SOUTH ZONE NAD 83. L1TSiDE PERIMETER OF FENCE 2. AS PER THE NATIONAL FLOOD INSURANCE PROGRAM. COMMUNITY --PANEL NUMBER: 26_ E EXISTING B' WOODEN FENCE 0501$1-0111-F. EFFECTTVE DATE W BARBED WIRE ON TOP. SU13JECT PROPERTY DOES 140T 1UE 2IN A SPECIAL FLOOD HAZARD AREA. EX}STING E PPF O ATION PORT - ..rc :P• w EXISTING ASPHALT PARKING EXISTING ASPHALT PARKING fI II 2-C INFORMATION N 8759'48' W W fl I IW I ; GRASS v " O O�s W I ELEV-447.59 n ;'I er�.PIN W) a TOP OF TOWER ELEV Longitude: 92.21'10.07-:t51r - G7.T- Nr�y Y I Ehevation: 285.7 I= Thomas W. Brooks, Jnir L5., AR Reg No. 1188 `rte 2728 Lurleen Wallace Bl,d ' �' 11� ;:•' Northport, AL 35475 •'• r, "'i01ra:iti: Telephone: (205) 333-0003 EXISTING 5' UTILITY moose Cricket Arkansas PrOPCM Company, FOR ONLY. rr 610N PURPOSES FORR A NOT AN PURPOSES OF THE TOWER AS A Delaware CO TatICsII PBS�.J EASEMENT STTB NAME: Skwc world 4 Rkabead Yhce. Suite 210 SITE NUMBER LII' - 066 I� FDS&] SITE NAME: aucK r/SKATEWORLD/ " Section 01, T 01 S, R 13 W I L _ 25' SET BACK LINE7-2 Herndon, Hicks & Associates, Inc. 7w W 2728 Ludeen Wallace Boulevard 205 East Washington Street P.O. Box 508 P=0- B00r 447 penlopolis, Alabama 36732 Northport, Alabama 35476 5.W (205)333-0003 (0289-3024 Nes9 9•w-� eld Survek o� pe AS Date k �2 Source- 06 -17 -OZ CALC FYeld Book -P-Q- Scale ACRD Pile 205- d . Drawn By rved 13y 5�� -_ S 8T59 19 E COLO Fel - 13� I 206.72' f E CENTERLINE OF EXISTING 150' MONOPOLE LAT: 32'39'23.82" NORTI- LONG: 92'21'10.07 WEST ELEV: 285.7 s� 2-C INFORMATION q O W t N v " O Cn O to O ELEV-447.59 n ;'I TOP OF ANTENNA ELEV. 445.10 W) a W O n N fi EXISTING 25' ACCESS do UTILRY EASEMENT EXISTING ASPHALT DRIVE Lc - _.._ - - - - - 313.61' . MABELVALE CUT-OFF ROAD r N 735 .S S 8158'19 E top - - rxc 9. tr .Q.0 =5W CORNER OF THE SW ] 4 SE 1 4 OF5C710N ,TT S. -R 13 W. L - COUNTY. AR SrATE OF ARKANSAS COUNTY OF PULASKI PARENT TRACT The North 420.47 fL of the South 693.87 fed of the East 207 R of the Wes! 414 A. Or the SW quarter of the SE quarter, Section t, Tawsntrlp 1 South, Range 73 west Lily of Little Rock, Puk=M County. Arkanern. containing 2 canes. nouns or $w.-- EASEMENT ep.E SEM NT DESCRIPTION The East 25 R of the South 273 ft. of the East 207 tL M the West 414 it. of the SW quarter of the SE quarter, Section 1, Township 1 South. Range 13 West. CRY of Little Rwk. Pr3004 County. Arkansas. 5 FOOT UII llY EASEMENT DESCRIPr10N A5 foot rr1011ly easement hang In and running across part of the pauthrest quarter ar the wulhayst quarter of SecUon 1. Township 1 South. Range 13 weal. LMje Rock. Pulwo County. Arkarsas, and bdrq more particularly decnbed as follows: Commenced the wuthwcwt corner of the soufted quarter of the southeast quarter of Sea" 1: thence run South B7 degrees. 5H mklutes. 19 seconds East 413.61 feet thence run North 2 degrem. 35 minutes, 50 secpda Fent 39.37 fed to the po;rd of B@0onrng; thence continue MOM 2 degrns. 35 mknitls, 50 seconds Erol SAO feet: thence run Haft 57 degrees. 39 mtritAm t9 saconda West 206.73 feet; Chance run South 2 degrem 26 minutes. 27 seconds West 5.00 fees; thonct run South 87 de9nrree, 59 minute. 19 seconds East 206.72 feet to the Poled of Beginning. 25 FOOT ACCESS AND unUTY EASEMENT DESCRIPTION A 25 fact access and utility sommen4 lying In and rexlnkk9 coons Part of the saulhwest quarter of the southeast quarter of Section 1, Township 1 South. Range 13 West. Little Rock. PulaaW County, Aderman, and bekq more porlikularly decnbed 03 fOHOw Commence at the southwest corner of the southwest quarter of the southeast quarter Or Sec"M 1; !house run South B7 degreee. 58 minutes. 14 seconds East i13.6i test lhenca nm 14orth 2 degree. 35 minutes. 50 seconds East 3937 feet to a rebor found 0t the POMof Nurlh8nr2 thence run North 87 degrw; 59 mkert4e, 19 seconds West 25.00 feet thencerun degrees, 35 mtnutes, 50 seconds East 233.27 feet to an truce pipe found: thence run North 2 degrees, 30 minute. 01 seconds Erni 33&64 feet; thence run South 87 29 mrreutes. 59 seconds Ent 25.00 feet thence nra South 2 degrees. 30 minutc% Of wanxrdw West 33&64 feel to an Iron pipe found; thence run South 2 degrees. 35 minute. 50 seconds West 233.04 feet to the Pakrt 0f Beginning. CRICKET IFASE AREA DESCRIPTION Part ar the southwest quarter of the sariheast quarter of Section 1. ToensNP 1 South. Range 13 West, LRUe Rock, PuWid County. Arka'rscs. and being more PmUcWarty dwcslbed as Togawhe Cornrnence at the southwest tuner Of the southwest quarter of the southeast quarter of Section 1; thence run South 87 degrees, 56 mirmtes. 19 seconds East 413.61 feet: #wme run Horth 2 degrees. 35 minutes. 50 seconds fast 27241 feet to ars Iran Pipe found: theme rut North 2 degrees, 30 minutes. 01 seconds East 375tH recti thence run North Be degrees. D4 minutes, 25 rroconds West 40.68 fed to a )V capped mbar set at the Point ar 13091ru" 97. "-- car&nue Nath 88 degrees, Oi minutes, 26 woconds West 20.D0 feet to a K� capped rabor wet: thence nm North 1 degrees. 55 mknrrtes. 34 seconds East 14.00 feet to 0 %• capped rebef set: thence nn+ South 55 dcgr'ee% 04 mkiutws, 26 seconds East 2oo0 red to a)4' capped rd» set: thsnca run South t degrees. 55 minutes. 34 seconds West 14.00 feel to the Paull of Begirming. Said parcel eontathing 0.006 acres, (280.00 sq. ft.). mare or less_ 2-C INFORMATION This is to certify that the center of the base of a proposed tower lying within the subject site has the following geographic location within 2-C tolerance. Latitude do Longitude c•{tap;"t3`��3;t tr'•. LIGHTNING ROD �5�= ;-? r7.- , ELEV-447.59 Latitude: 34'39'23.82• N �y . ;:1-=,, ;z'. :'; '• TOP OF ANTENNA ELEV. 445.10 �• TOP OF TOWER ELEV Longitude: 92.21'10.07-:t51r - G7.T- =438.49 Ehevation: 285.7 Thomas W. Brooks, Jnir L5., AR Reg No. 1188 `rte 2728 Lurleen Wallace Bl,d ' �' ;:•' Northport, AL 35475 •'• r, "'i01ra:iti: Telephone: (205) 333-0003 Hates TI:S is A DEPWTION moose Cricket Arkansas PrOPCM Company, FOR ONLY. rr 610N PURPOSES FORR A NOT AN PURPOSES OF THE TOWER AS A Delaware CO TatICsII PBS�.J DRAWING R APfPF�Td. STTB NAME: Skwc world 4 Rkabead Yhce. Suite 210 SITE NUMBER LII' - 066 Jackson, MS 39232 Part of the SW 1/4 of the SE 1/4 FDS&] SITE NAME: aucK r/SKATEWORLD/ " Section 01, T 01 S, R 13 W PDS&) PROJECT NUMBER.- 270700.03 0025 PULAS U COUN W, AR Herndon, Hicks & Associates, Inc. 2728 Ludeen Wallace Boulevard 205 East Washington Street P.O. Box 508 P=0- B00r 447 penlopolis, Alabama 36732 Northport, Alabama 35476 (205)333-0003 (0289-3024 eld Survek o� pe AS Date k �2 Source- 06 -17 -OZ FYeld Book -P-Q- Scale ACRD Pile 205- d . Drawn By rved 13y 5�� COLO Fel - 13� Job No. 0205-041 Sheet 1 of 1 TOWER PROFA.E (NOT To MALO