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HomeMy WebLinkAboutZ-5115-E MapSHALL LH IN ACCORDANCE WITH THE "AMFRIC%N STANI•• FOR '1,.SERY ST(:'.', 2- TREES, SHRUBS AND -OTHER PLANTED -MATERIALS SHALL DEMONSTRATE HEALTHY, VIGOROUS GROWTH. 3 -EXCAVATE 'HOLES FOR, PLANTED MATERIAL TWICE' THE •WIDTH AND ONE AND ONE HALF 'TIMES THE DEPTH OF THE ROOT SYSTEM. (A) PREPARE AND'CONDITION PLANTING THE'SOIL PER THE LOCAL COUNTY AGRICULTURE AGENTS RECOMENDATIONS. (B) POSITION AND BACKFILL PLANTS PER THE SUPPLIERS RECOMENDATIONS (C) SHAPE SOIL,AROUND PLANT INTO A DISH -LIKE SHAPE TO CONTAIN WATER. (D) INSTALL WEED CONTROL -FABRIC (MARAFI 50OX OR -APPROVED EQUAL) AND MULCH TO A DEPTH OF 4. 4 -IF PLANTING IS - DELAYED: MORE -THAN 6 HOURS FOLLOWING DELIVERY, MAKE PROVISION TO PROTECT PLANTS FROM EXCESSIVE MOISTURE- LOSS. 5 -IMMEDIATELY FOLLOWING -PLANTING AND UNTIL' EXPIRATION OF THE MAINTENANCE PERIOD, MAINTAIN A REGULAR WATERING SCHEDULE TO SUPPORT HEALTHY. VIGOROS GROWTH. CUT AND REMOVE BURLAP & TWINE FROU TOP 1/7 :ARTHEN SAUI r MINIMUM PREPARED SHRUB BE UNDERDRAI,. (AS .REQUIRED) BURLAPPED ROOT THIN FOLIAGE BY 1/3 r RETAIN NORMAL SHAPE 1 :D^ NOT CUT MAN (�� TO SAL - F ' MULCH Yp ARTH TO PREVENT SETTUNG BARE ROOT B . (TYPICAL) SHRUB PLANTING L�3 N.T.S J NOTE: WILLOW OAK iS VERY ADAPTABLE, BUT PREFERS MOIST, WELL -DRAINED SOIL WELL ADAPTED TO SUN. RUBBER HOSE GUARD & #12 GALV WIRE TWISTED TIGHT STEEL STAKES DRIVEN OUTSIDE ROOT BALL BACKFILL MIX TAMPED EARTH TO PREVENT SETTLING A WILLOW OAK 'TREE PLANTING 1-� N.T.S (E) BILLBOARD x 1 Ix f' x I SHRUBS 4' MAXIMUM HEIGHT \ �\ r I (E) 6' HIGH I I REVISION AD TO BE .PLANTED ALONG \ \ W/.12' GATE ONNORTH, 1� SOUTH AND WEST ALONG .WOODEN FENCE TO PROVIDE 1 \ (E) CHAIN LINK FENCE fl $ SCREEN. 3'MINIMUM SPACING 1 `rrm ' a BETWEEN SHRUBS ' \ I (P) T -MOBILE CIMALK W 6 x n B \ CABINET ON (N) 10' x 15' w g ' \ (N) 12 GAUGE CONCRETE PAD \ GREEN METAL EDGING 1 1 \ 15t x 15' \ \\ WILLOW OAK TR€E 1' MINIMUM(P) TRUNK DIAMETER, 20• MAXIMUM HEIGMT-MOEILE 1(N) LEASE AREAS �(N) HARDWOOD MULCH v. oz ZX BUUnI x I X I fx 1 X I X PROPERTY BOUNDARY I (PARENT TRACT) x I x FENCE NOTES: 1. FENCING MATERIALS SHALL BE OF PRESSURE TREATED PINE, GRADE "!i MATERIAL, U.N.O. 2. DOUBLE SWING GATE SHALL BE PROVIDED WITH TUBULAR PLUNGER BAR, 1 LOCK KEEPER, 1 LOCK KEEPER GUIDE, 2 LATCH FORKS, FORK CATCHES, 1 CATCH FOR 'PLUNGER BAR, AND A GATE STOPS LOCATED AS DIRECTED BY THE ENGINEER. 3. HINGES, PLUNGER BAR, LOCK KEEPER, LATCH FORKS, AND OTHER NECESSARY FENCE FITTINGS SHALL BE OF GALVANIZED STEEL. 4_ POSTS SHALL BE SPACED EQUALLY BUT NOT MORE THAN 6' O.C. (E) SETA FENCED - +COMPOUND (P) CABLE BRIDGE - (E) 150' MONOPOLE WITH 8' EXTENSION 1"x LATCH (TYP.) (E) BACKBOARD--- 1 J r I (E) 6' HIGH I I REVISION AD CHAIN UNK f i (N) 8' WOODEN FENCE FENCE I I W/.12' GATE ONNORTH, 1� SOUTH AND WEST ALONG (N) PROPOSED 5'-O" i j (E) CHAIN LINK FENCE UTILITY ROUTE ! r r GRAPHIC SCALE s o + s ss sx I>K�I --- --1/B in. = 1 ft. ---- ---- I 6' 1 6' 1 GATE DETAIL 1 SITE PLAN C-2 SCALE: 1/8' = 1'-0" PROVIDE 127x12" > BRACE OPENING FOR METER READING A .[. [.� too. SYl, (E) BULiD3NG !! 1 Ft VLIGIec,r\— "i: �' _,.� i'dif:,citc L'I1 �tlsal ?ts !E Dy:. A ti FROM, APPROVED S T E P1 -,1'x:4 VoIr;S THIN PERM i �- S v`ee "t>. 2 - 5-11 s -c, 4"x4 x5. BACK RAIL LONG SIDE .5 DIA.'STANDARD PIF 1"x6"x8' HORIZON LINE -POST, GATE AND DOG-EARED CORNER POST PICKETS P 1 `o Zia � U ■ lim mEM■ A AM RRM MMM E RI ff . � llll�lil•1!�■■■■��■■1■lfl ITT '_ WOODEN PRIVACY FENCE DETAIL L- I N.T-S. r_1 O © REVISION AD 1Q -.LCO PJC;; ELEC. I E'l-ER -z 1� C tC' V �Uv0 fl a v `rrm ' a 1 SITE PLAN C-2 SCALE: 1/8' = 1'-0" PROVIDE 127x12" > BRACE OPENING FOR METER READING A .[. [.� too. SYl, (E) BULiD3NG !! 1 Ft VLIGIec,r\— "i: �' _,.� i'dif:,citc L'I1 �tlsal ?ts !E Dy:. A ti FROM, APPROVED S T E P1 -,1'x:4 VoIr;S THIN PERM i �- S v`ee "t>. 2 - 5-11 s -c, 4"x4 x5. BACK RAIL LONG SIDE .5 DIA.'STANDARD PIF 1"x6"x8' HORIZON LINE -POST, GATE AND DOG-EARED CORNER POST PICKETS P 1 `o Zia � U ■ lim mEM■ A AM RRM MMM E RI ff . � llll�lil•1!�■■■■��■■1■lfl ITT '_ WOODEN PRIVACY FENCE DETAIL L- I N.T-S. r_1 DRAWN MY: AD aurwu NA4E o-C2.awg sHmr N.. L-1 O © REVISION AD 1Q REVISION ' BD CONST. AD 1� 'RIs'= AD �Uv0 fl a v `rrm ' a m (� } m m W 6 x n w F m DRAWN MY: AD aurwu NA4E o-C2.awg sHmr N.. L-1 O Lo i' fnO E9 Z<04 z Q 0: =tee �Uv0 fl ) La M m 5.z01. QN~ Ln DRAWN MY: AD aurwu NA4E o-C2.awg sHmr N.. L-1 RD FLOOD NOTE: THE SUBJECT TRACT 4 Wr LOWED In" A 103 YR ROOD ZONE - NE SUBJECT TRACT JFPAFi as W 4*G k ' Lrr3u150 ACCORDING TO THE COMMUNITY PANEL Nil 05018 DATE FTd6;R 19. tTWI CENTER OF EXISTING TOWER COORDINATES GEODETIC NAD 83: 34'39'44.18" N 92'23'59,69" W ELEV, 318.14' NAVD88 TOP OF TOWER 473.69' LIN T A LEGEND ® IRON ROD FOUND IRF RS IRON ROD SET —x- FENCE - RO.W. OR WIRE OR CHAIN LINK —d— FENCE - WOOD -- CENTER LINE ® BENCH MARK -_4 GUY WIRE © POWER BOX FLOOD NOTE: THE SUBJECT TRACT 4 Wr LOWED In" A 103 YR ROOD ZONE - NE SUBJECT TRACT JFPAFi as W 4*G k ' Lrr3u150 ACCORDING TO THE COMMUNITY PANEL Nil 05018 DATE FTd6;R 19. tTWI CENTER OF EXISTING TOWER COORDINATES GEODETIC NAD 83: 34'39'44.18" N 92'23'59,69" W ELEV, 318.14' NAVD88 TOP OF TOWER 473.69' LIN T A POWER POLE ® TELEPHONE BOX E] CAN PEDESTAL 13 EXISTING TREE b WATER HYDRANT ® RIGHT-OF-WAY MONUMENT 1Y WOOD RIGHT-OF-WAY MONUMENT FLOOD NOTE: THE SUBJECT TRACT 4 Wr LOWED In" A 103 YR ROOD ZONE - NE SUBJECT TRACT JFPAFi as W 4*G k ' Lrr3u150 ACCORDING TO THE COMMUNITY PANEL Nil 05018 DATE FTd6;R 19. tTWI CENTER OF EXISTING TOWER COORDINATES GEODETIC NAD 83: 34'39'44.18" N 92'23'59,69" W ELEV, 318.14' NAVD88 TOP OF TOWER 473.69' LIN T A LI: R TI N D TANCE Li N87e2 '44'W 9'0Q' NO2'38'16'E 15.00' L3 S87* Dl'44'E 9.00' 1 4 S02e38'16'W 15.00' 1 ' �I��w ■..rr__�_ Nctes. f. THE JMI-;ES AS DOWN Ili FH;: DRAVINrA VERT OCVCLdPE7 FRON T -C :NFORMATION AVAMASL[. Tnti IS NOT IHPLM15 NOR IWENLED Td SE n[ CON :,ivCWORY OF uT:LITIES TN YHJS AIRE& IT IS TOB CLFNTVr ONTRAL'DRS RES$.CMIBRITY TO VERITY TME 1_=AYFCN LF ALL UTILITMS dF+OVWI OR NOT MD PROTECT SAIL VT1l.FTIE: RO LEGEND IRF IRON ROD FOUND IRS IRON ROD SET —x— FENCE - R.O.W. OR WIRE OR CHAIN LINK —o— FENCE - WOOD -- CENTER LINE eBENCH MARK —f GUY WIRE © POWER BOX 0 POWER POLE ❑T TELEPHONE BOX CAN PEDESTAL EXISTING TREE 6- WATER HYDRANT ® RIGHT-OF-WAY MONUMENT OW WOOD RIGHT-OF-WAY MONUMENT FLOOD AM ' 111E SUBAMf TI51Cf 15 N01 LMARD *Milli A 100 tp. �RCCOGt1D Z*4 THE ,'001FCI IFI,CT APPN.GITLY LIES In 2Lw,E5 X ' { ACCURM Ta THE iEDEFL E1Tc IRCY WAAsEQiF AGENCY fEfltj C94'WhnY PANEL la O6p1e111892F, 74M OCTOW 18, ML CENTER OF EXISTING TOWER COORDINATES GEODETIC NAD 83: 34'39'44.18" N 92'23'59.69" W ELEV. 318.14' NAV088 TOP OF TOWER 473.69' 1 I� 9•x.15— LEASE AREA L 1 135 s0, FT. PLACE OF BEGINNING 9' X 15' LEASE AREA IRON ROD SET PLACE OF COMME 9' X 15' LEASE NE CORNER OF NE 1/4 OF THE S SECTION 4, TOWNSHIP RANGE 13 WEST, PULASKI COUNTY, ARK, ELEV. 318.3' 3 M OPS P 0 o CALLED 1.50 ACRES N INSTRUMENT N0. 78-23250 L2 D.R.P.C.A. VICINITY MAP �0 N.T.S. 578.21' L4 S02°38'16'W 1 15,00' 4 1120/5 9' X 15' LEAS( CENTER OF EXISTING GENERATOR PAD J IRON ROD SET NON-EXCLUSIVE 1 127 2 1fi 4 INGRESS -EGRESS EASEUENT GEODETIC NAD 83: INSTRUMENT NO. 280101 0ENTER OF EXISTING DEED RE Ir TQWER COORDINATES PULASKI COUNTY, AMERR GEODETIC, NAD 83: o A LT 34'39'44.18" N 9723'59.69" W ELEV. 318.14' NAVIX LEGEND IRF IRON ROD FOUND IRS IRON ROD SET —x— FENCE - R.O.W. OR WIRE OR CHAIN LINK —o— FENCE - WOOD -- CENTER LINE eBENCH MARK —f GUY WIRE © POWER BOX 0 POWER POLE ❑T TELEPHONE BOX CAN PEDESTAL EXISTING TREE 6- WATER HYDRANT ® RIGHT-OF-WAY MONUMENT OW WOOD RIGHT-OF-WAY MONUMENT FLOOD AM ' 111E SUBAMf TI51Cf 15 N01 LMARD *Milli A 100 tp. �RCCOGt1D Z*4 THE ,'001FCI IFI,CT APPN.GITLY LIES In 2Lw,E5 X ' { ACCURM Ta THE iEDEFL E1Tc IRCY WAAsEQiF AGENCY fEfltj C94'WhnY PANEL la O6p1e111892F, 74M OCTOW 18, ML CENTER OF EXISTING TOWER COORDINATES GEODETIC NAD 83: 34'39'44.18" N 92'23'59.69" W ELEV. 318.14' NAV088 TOP OF TOWER 473.69' 1 I� 9•x.15— LEASE AREA L 1 135 s0, FT. PLACE OF BEGINNING 9' X 15' LEASE AREA IRON ROD SET PLACE OF COMME 9' X 15' LEASE NE CORNER OF NE 1/4 OF THE S SECTION 4, TOWNSHIP RANGE 13 WEST, PULASKI COUNTY, ARK, ELEV. 318.3' 3 M EDWARD A CULIN P 0 o CALLED 1.50 ACRES N INSTRUMENT N0. 78-23250 L2 D.R.P.C.A. 15.00' N 87'51'22" W S87°21'44"E 578.21' L4 LINE T LINE IRECTION TAN L N87° '44"W 9.00' L2 NO2°38'16"E 15.00' L3 S87°21'44"E 9.00' L4 S02°38'16'W 1 15,00' 40 0 40 60 12v SCOW, I' Notes, I 1. Tri OTLLfT1CS AS S)fDVN TIN THIS akAVnlla VEFL DEVELOPED FRO4 T1# LNFGAWIATION AVAILAILE. THIS IS Not IMPLIED NOR INTENOED'To K THE CONPLETE.iWYirn'CdtT Or UTILITIES $if THIS t)TILZT ESMCA IT IS tK S!OW'N OR'NM)FLIFNrVCO8TaACTWAN D PpaTFCT SAID W LrTiFs iR&SPM1FAIASTANYODAWYYEY L -SW -3344 TIOIN F PLL 6377 2. Reference bearing Is geodetic bearing Fro,IGPS observation October 20, 2004, geodetic baseline control station Is ARKl, N4583 34'44'35.13307' Nl 92.24'11.60508' W 3, Thr folIftInO instr mrty err kwated an Bald Lomee Arte Or Access L utility Eese.mnt Hanerandun or Loam recorded es Invt mt Na 5$-•1905ai aF the Deed (records or Pulaski e4unxy, W"nusl drat ArAndxnt to.5tte Levu"dftd In Inas Whl Ka 94-140782 as the Der@ Records of P,daekl County, Ackansa3, Au.krneM or Pra:a Leafs recorded rn lm,tr Ant to. 20x1-O2'334t OF tke Deed Rfcords or PuLYSW caVnty, ArkanxasA Slia Lease q�krgwltd4npnt rtaarded In fnftrwrent No. $De1-116d$4F or Du heed Recertlf OF :nla5t41. Cav,ty, ArHaneaA 4. The Fo'dawing Insitmn t Is not located on said Lasses Asea• Easvnens Deed recorded as lnstrawnt No. 99-OSGlr6 of the Deel Records OF Autaskl re tY, G~aas) 10' x 4' GENERATOR PAD SITE DETAIL DESCRIPTION PARENT PARCEL Being a called 1.50 acre tract of land situawd in the NE 1/4 of the SE 1/4 of Section 4. Township 1 South, Runge 13 West by virtue of that Certain Warranty Deed with Vendors Lien doted March 31, 1978 `rum Ed Culin. Inc. to Edward A. Culin and recorded as Instrument No. 78-23250 of the Deed Records of Pulaski County, Arkansas. DESCRIPTION LEASE AREA Being a 0.0031 out of a rolled 1.50 acre tract of land situated in the NE 1/4 of the SE 1/4 of Sectlon 44 Township 1 South, Rungs 13 West by virtue of that certain Warranty Deed with Vendors lien doted March 31, 1978 from Ed .Cutin. Inc, to Edward A. CulTn and recorded as Instrument No. 78-23250 of the Deed Records of Pulas'Ft County, Arkansas, and also being a part of d Site Lease Acknowledgrnant doted March 16, 2001 by and between Tetecarp Realty, LIC., and SBA TC Acquisition and recorded as Instrument No, 0150609 of the Deed Records of Pulaski County, Arkansas, said 0.0631 acre Lroct being more particularly described as follows: . COMMENCING at the NE corner of said NE 1/4 of the SE 1/4 of Section 4; THENCE South 02'08'38" West, a distance of 378.50 feet to a point; THENCE North 87'51'22" West, a distance of 578.21 feet to a point; THENCE North 02'08'38" East, a distance of 121.09 feet to an iron rod set for corner and being the PLACE OF BEGINNING; THENCE North 8T21'44" West, a distance of 9.00 feet to an iron rod set for corner; THENCE North 02'38'16" East, a distance of 15.00 feet to an iron rod set for corner; THENCE South 87'21'44" East, a distance of 9.00 feet to on iron rod set for carrier. THENCE South 02'38'16" West, a distance of 15.00 feet to the PLACE OF BEGINNING and containing 135 square feet or 0.0031 acres of land. SURVEYOR'S CERTIFICATE, Tho undersigned hereby cdrtiftos unto Verizon 4Yire!ess and Broca*NI & Patterson, L.L.P., tnot (a) this survey drawing is based upon an an -the -ground survey mode by the undersigned on October 20, 2004 and.ae to matters of record relies upon Aestroclor s Certificate j 17161, Dated effective as of November 15, 2004, issued by Courthaese Spedol!sis, covering the Lease Property (the "Loose Property") deserlbed on thio ora Ning1 (b) this Survey occuratcly shows to the beat of my knowledge upon review of the existing recorded instruments provided (1) the location of any bultdfngs, structures and other Improvements situated on or within the Lease Property, (2) the facts found by the underaigned at the t[nne of said survey, (3) the courses and measured distances of the perimeter boundaries of the Lease Property, and (4) all setback lines. encroachments, eoaements and right-of-ways. across or abutting or affecting the Lease Property, as shorn on the Abstracter's Certificate or otherwlse known to or abserved by the undersigned. Gloag with any recoffog information Ler Ruch setback lines, encroachments, aaaenlents and right-af-ways; (c) the area of the Lease Property shown herean is oewrote to the neoresE squore root, and there are no discrepancies, conflicts or shortages Tn are,a cr boundary 11nes; (d) the field rotes attached to this survey ocruruteiy state the courses and measured distances found In performing the on -the -ground survey, (a) except as Shown on the survey drawingg to the bast of my knowledge upon review of the existing recorded Instruments provided, there are no (1) visible easements or rights of way across or abutting or affecting the Lease Property. (2) easementa or right-of-ways across or abutting or affecting the Louse Property of whicn the undersigned'has been advised, (3) risible encroachments from the Lyase Property onto an odjocent Property. or onto aceamnents, streets, or Wfay& by day of the Lease Preperly bullding structures cr other improvements, Or (4) v16'ble encroachments on the Lease Property by building structures or other improvements situated on adjoining pfoperty, Co no portion at the Lease Property hos been deslgnoted as lying witrlln a Road zone or flood prone area as designated on the most recent flood Insurance Rate Atop promulgated by the Federal Emergency Mcnog4men. Agency; and (9) this. survey meets the oppllenble requirements for land surrey& os flread by the Arkansas Minimum Stand Ords for Praparty Surveys and Plats".., ptSS�q Kartrs R. w � � � '• Are - R.P.L.S. #1472 : o-'� r+P; SURVEY PLAT CODE: 500-018-1 3W-0-04-210-60-1472 PROJECT NO: 165758A DRAWN BY: C.D. CHECKED BY: R.J.D. 5 LEASE AREA 135 1 L PLACE OF DEC 4 1120/5 9' X 15' LEAS( CENTER OF EXISTING GENERATOR PAD J IRON ROD SET TOWER COORDINATES 1 127 2 1fi 4 f ELEV. 318.3' GEODETIC NAD 83: 34'39'44.18" N '- 92'23'59.69" W 10' x 4' GENERATOR PAD SITE DETAIL DESCRIPTION PARENT PARCEL Being a called 1.50 acre tract of land situawd in the NE 1/4 of the SE 1/4 of Section 4. Township 1 South, Runge 13 West by virtue of that Certain Warranty Deed with Vendors Lien doted March 31, 1978 `rum Ed Culin. Inc. to Edward A. Culin and recorded as Instrument No. 78-23250 of the Deed Records of Pulaski County, Arkansas. DESCRIPTION LEASE AREA Being a 0.0031 out of a rolled 1.50 acre tract of land situated in the NE 1/4 of the SE 1/4 of Sectlon 44 Township 1 South, Rungs 13 West by virtue of that certain Warranty Deed with Vendors lien doted March 31, 1978 from Ed .Cutin. Inc, to Edward A. CulTn and recorded as Instrument No. 78-23250 of the Deed Records of Pulas'Ft County, Arkansas, and also being a part of d Site Lease Acknowledgrnant doted March 16, 2001 by and between Tetecarp Realty, LIC., and SBA TC Acquisition and recorded as Instrument No, 0150609 of the Deed Records of Pulaski County, Arkansas, said 0.0631 acre Lroct being more particularly described as follows: . COMMENCING at the NE corner of said NE 1/4 of the SE 1/4 of Section 4; THENCE South 02'08'38" West, a distance of 378.50 feet to a point; THENCE North 87'51'22" West, a distance of 578.21 feet to a point; THENCE North 02'08'38" East, a distance of 121.09 feet to an iron rod set for corner and being the PLACE OF BEGINNING; THENCE North 8T21'44" West, a distance of 9.00 feet to an iron rod set for corner; THENCE North 02'38'16" East, a distance of 15.00 feet to an iron rod set for corner; THENCE South 87'21'44" East, a distance of 9.00 feet to on iron rod set for carrier. THENCE South 02'38'16" West, a distance of 15.00 feet to the PLACE OF BEGINNING and containing 135 square feet or 0.0031 acres of land. SURVEYOR'S CERTIFICATE, Tho undersigned hereby cdrtiftos unto Verizon 4Yire!ess and Broca*NI & Patterson, L.L.P., tnot (a) this survey drawing is based upon an an -the -ground survey mode by the undersigned on October 20, 2004 and.ae to matters of record relies upon Aestroclor s Certificate j 17161, Dated effective as of November 15, 2004, issued by Courthaese Spedol!sis, covering the Lease Property (the "Loose Property") deserlbed on thio ora Ning1 (b) this Survey occuratcly shows to the beat of my knowledge upon review of the existing recorded instruments provided (1) the location of any bultdfngs, structures and other Improvements situated on or within the Lease Property, (2) the facts found by the underaigned at the t[nne of said survey, (3) the courses and measured distances of the perimeter boundaries of the Lease Property, and (4) all setback lines. encroachments, eoaements and right-of-ways. across or abutting or affecting the Lease Property, as shorn on the Abstracter's Certificate or otherwlse known to or abserved by the undersigned. Gloag with any recoffog information Ler Ruch setback lines, encroachments, aaaenlents and right-af-ways; (c) the area of the Lease Property shown herean is oewrote to the neoresE squore root, and there are no discrepancies, conflicts or shortages Tn are,a cr boundary 11nes; (d) the field rotes attached to this survey ocruruteiy state the courses and measured distances found In performing the on -the -ground survey, (a) except as Shown on the survey drawingg to the bast of my knowledge upon review of the existing recorded Instruments provided, there are no (1) visible easements or rights of way across or abutting or affecting the Lease Property. (2) easementa or right-of-ways across or abutting or affecting the Louse Property of whicn the undersigned'has been advised, (3) risible encroachments from the Lyase Property onto an odjocent Property. or onto aceamnents, streets, or Wfay& by day of the Lease Preperly bullding structures cr other improvements, Or (4) v16'ble encroachments on the Lease Property by building structures or other improvements situated on adjoining pfoperty, Co no portion at the Lease Property hos been deslgnoted as lying witrlln a Road zone or flood prone area as designated on the most recent flood Insurance Rate Atop promulgated by the Federal Emergency Mcnog4men. Agency; and (9) this. survey meets the oppllenble requirements for land surrey& os flread by the Arkansas Minimum Stand Ords for Praparty Surveys and Plats".., ptSS�q Kartrs R. w � � � '• Are - R.P.L.S. #1472 : o-'� r+P; SURVEY PLAT CODE: 500-018-1 3W-0-04-210-60-1472 PROJECT NO: 165758A DRAWN BY: C.D. CHECKED BY: R.J.D. `o nNE m T i � m H JNv %L a4E �y N;Nr �a 3g -so G D M, Inc. R. J. DAUM TX R.P.L.S, Na 4826 12160 Abrams Road, # 210 DALLAS, TX 75243 PH: 469-330-8909 165758A MEADOW_LANE_AR 11211-A INTERSTATE 30 LITTLE ROCK PULASKI COUNTY, ARKANSAS 72209 SHEET TRE SURVEY SHEET NUMBER SV -1 4 1120/5 911 ADDRESS 3 1/10/51 GENERATOR PAD 2 12/17/4 LEASE LABEL DIM 1 127 2 1fi 4 PREIIMLNARY `o nNE m T i � m H JNv %L a4E �y N;Nr �a 3g -so G D M, Inc. R. J. DAUM TX R.P.L.S, Na 4826 12160 Abrams Road, # 210 DALLAS, TX 75243 PH: 469-330-8909 165758A MEADOW_LANE_AR 11211-A INTERSTATE 30 LITTLE ROCK PULASKI COUNTY, ARKANSAS 72209 SHEET TRE SURVEY SHEET NUMBER SV -1 Ro .� f LEGEND ROPO IRON ROD FOUND IRS IRON ROD SET —x— FENCE - R.O.W. OR WIRE OR CHAIN LINK —a— VICINITY APAP y0 �( INT S. 9.00' L4 S02'38'16"W 5i�� NON-EXCLUSIVE 1Noms-EGRESS EASEMENT INSTRUMENT NO 200TO6 CENTER OF EXISTING DEED RECORDS, TOWER COORDINATES PULASKI COUNTY, ARKANSA GEODERC NAD 83: o A T 34.39'44.18" N 92'23'59.69" W 4 , ELEV, 3$8.14' NAvDE ® BENCH MARK GUY WIRE © POWER BOX POWER POLE I]T TELEPHONE BOX CAN PEDESTAL JB EXISTING TREE 6- WATER HYDRANT ® RIGHT-OF-WAY MONUMENT OW WOOD RIGHT-OF-WAY MONUMENT FLOOD NOTE: THE SUBJECT TRACT 5 WIT LOCATO WITHIN A In A. F1,OW ZONE, THE SU13JECT TRACT 1PP/FEAILY LB IN ZC95 X - 019"ADEU ACCORDING TO THE FFDEWL OKJD]6DCe WIWCF]IEIIT A9c71CY (FEMA) COMMUNITY PANEL $10. 09131009)", DUED OG05C4 19. 2001. CENTER OF EXISTING TOWER COORDINATES GEODETIC NAD 83: 34'39'44.18" N 92'23'59.69" W ELEV. 318.14' NAVD88 TOP OF TOWER 473.69' HIGHEST POINT 478.77' AMSL (j 9 xJs• LEASE AREA d i 135 50. FT PLACE OF BEGINNING 9' X 15' LEASE AREA IRON ROD SET ELEV. 318.3' EDWARD A. CULIN CALLED 1.50 ACRES INSTRUMENTNO. 78-23250 D.R.P.C.A- N 87'51'22" W TA N FABL LEGEND IRF IRON ROD FOUND IRS IRON ROD SET —x— FENCE - R.O.W. OR WIRE OR CHAIN LINK —a— FENCE - WOOD --- CENTER LINE ® BENCH MARK GUY WIRE © POWER BOX POWER POLE I]T TELEPHONE BOX CAN PEDESTAL JB EXISTING TREE 6- WATER HYDRANT ® RIGHT-OF-WAY MONUMENT OW WOOD RIGHT-OF-WAY MONUMENT FLOOD NOTE: THE SUBJECT TRACT 5 WIT LOCATO WITHIN A In A. F1,OW ZONE, THE SU13JECT TRACT 1PP/FEAILY LB IN ZC95 X - 019"ADEU ACCORDING TO THE FFDEWL OKJD]6DCe WIWCF]IEIIT A9c71CY (FEMA) COMMUNITY PANEL $10. 09131009)", DUED OG05C4 19. 2001. CENTER OF EXISTING TOWER COORDINATES GEODETIC NAD 83: 34'39'44.18" N 92'23'59.69" W ELEV. 318.14' NAVD88 TOP OF TOWER 473.69' HIGHEST POINT 478.77' AMSL (j 9 xJs• LEASE AREA d i 135 50. FT PLACE OF BEGINNING 9' X 15' LEASE AREA IRON ROD SET ELEV. 318.3' EDWARD A. CULIN CALLED 1.50 ACRES INSTRUMENTNO. 78-23250 D.R.P.C.A- N 87'51'22" W TA N FABL IN N Ll N87* '4 4'W �JT4NCE L2 NO °38'16"E .00' L3 S87°21'44"E 9.00' L4 S02'38'16"W 15,00' AD 0 40 00 120 Scale, 1' = 40' Notes, L I THE UTILITIES AS SHOWN G4 TMT I ltftvl.G vM DEvEL.Dnn r" TrIC :INFORMATION AVAILADLE. THIS IS NOT 114PLIEo r4R HrTEN0E0 TD K TK GDITL£TE INVENTORY Or VrIUY1ES IN THIS UTILITIES AREA. T HOWN OR '10f) MO PWTTEECT SAID LMLRACTURS LISTIEr, 8 N1,7V TO VCRMY THE FROM AW DAR"t�80J-IS �-'e377TMIN � Al 2. Peg," tcs beoring Is geodetic bearing From GPS observation October 20, 2004, geodetic ba"ll" C•pwrrot station Is ARKI, NAD93 34'44'35.13307' Ni 92'24'11.60588' W j, rile Falla.kyry Mstrunanta era iecated on saki Lessry Ars4 W A=455 L aiety Ea6 01 Nrworand— or Leese r'ceordrd as Ins<runtat Na 99-10%BI os the ore" Recerda of Patosl Cote,ty, Aek"ffosl First Arlsndnent to site Lea" r^Ccordvd " ]nstr mrt No. ".-111110582 er the hoed keeords or Pyiaskl Ca tp Arkaroasi AFsla^ eTt or Pe Inc Loose Seoa45Lrolt L Ln =nrtrunent Na 2WI-e2584t of the Dred.RK 0% OF RAoxkl Ce,m,ry, Aci, w#ornpHt rA gsod M inBtru Int "MI-Oio609 or the Wed RaCordst of I'.M �kl iaV ,ky. Arwansas. 4. The Faliowing Instrument Is not heated on sold Lessee Area, Easement Deed recorded a Instru. % No. 99-056166 of the pesd Records of Pulaskl County, Arkansas) PLACE OF COMMENCING 9' X 15' LEASE AREA NE CORNER OF NE 1/4 OF THE SE 1/4 SECTION 4, TOWNSHIP 1 SOUTH RANGE 13 WEST, PULASKI COUNTY, ARKANSAS 57821' EXISTING GA XISTING POWER S 9' x15' LEASE AREA 135 SD. FT. ❑ 1 ACR PLACE OF BEGINNING Y 9' X 15' LEASE AREA CENTER OF EXISTING IRON ROD SET TOWER COORDINATES Lt ELEV. 318.3' GEODETIC NAD 83: 34'39'44.18" N 92'23'59.69" W EXISTING� tUTILITY ROUTE GENERATOR PAD SITE DETAIL 20 a z0 4n 6e Scale: r m 2a' - PAFR Being a called 140 acre tract of land situated in the NE 1/4 of the :SE 1/4 of Section 4J Township 1 South, Range 13 West by virtue of that: certain Warranty Qeed with Vendors Lien dated March 31, 1978 from Ed Culin, Inc. to Edward A. Culin and recorded as Instrument No. 78-23250 of the Deed Rdcords. of Pulaski County, Arkansas. DESCRIPTION LEASE AREA Being a 0.0031 out of o tattled 1.50 acre haat of land sltuoted in the NE 1/4 of the 5E 1/4 of Section 4, Township 1 South. Range 13 West 31,Virtue of 1978 fromaEd Culin. Inc,t Fln Warranty dw d A,hCol ndarnd Lien recordeddas March Instrument No. 76-23250 of the Deed Records of Puloski County, Arkansas, and also being a pert of o Site Lease Acknowledgment dated March 16, 2001 by and between Telecorp Realty, LLC., and 513A TC Acquisition and r4eorded oa Instrument No. 060609 of the Deed Records of Pulaski Count}!, Arkansas, said 0.0031 acre tract being more particularly dsscriaed as follows: COMMENCING at a NE corner of said NE 1/4 of the SE 1/4 of Section 4; THENCE South 02'0538" West, a distance of 378.59 feat to a paint; THENCE North 8*51'22" West, a distance of 578.21 feet to a point: THENCE North 0208'38" Eclsl, a dibtonar= of 121.09 feet to an iron rod set for corner aid being the PLACE OF BEGINNING; THENCE North 8 1'21'44' West, a distance of 9.00 feet to an iron rod: set for corner; THENCE North 01'38'16- East, a distance of 15.00 feet to an iron rod set for corner; �. THENCE South 87'21'44" East, a distance of 9.00 feet to an iron rod' set for comer; THENCE South 0 '38'16" West, a distance of 15.00 feet to the PLACE OF BEGINNING and ebntoining 135 square feet or 0.0031 acres of land. The undersigned hereby ceriifes unto Verizon Wirotess and Bracewell & Patterson, LLP., that (a) this survey drawing In based upon an an -the -ground survey mode by the undersigned oni October 20, 2004 ond.os to motlers of record relies upon Abstractor's CertiRtiote B 17751. Dated effective a8 of November 15, 2004. Issued by Courthouse Specialists, covering the Lease Property (the 'Lease Property") doacril ed on this drawing: (b) th16 survey accurately shows to the best of my knowledge upon review of the existflig retarded instruments provided (1) the location of any bultdtaga. structures and othilr Improvements situated On or wlthfn the Lease Property, (2) the facts found by theiundersigned at the time of sold survey, (3) the courses and measured dtatohce4 of the perlrnetor boundaries of the Lease Property, and (4) oll setback lines, encroachments, easements and right -of -wogs, across or abutting or affecting the Lease Property, as shown an the Abstractors Certific0a or Otherwise known to or obsergod by the underalgned, aton9 With any retarding fnfarrnatlan for much setback lines, en croochmmis, 9osdmdnts end right-of-ways: (c) the Oreo of the Lease Property shown hereon is accurate to the dearest square foot, and there are no discrepancies. Conflicts or shortages in gree or boundary Ilnes; (d) tho Geld notes attached to this orvey accurately state the courses and measured distances'found In performing the on the -ground survey. (a) except as shorn on the survey drawing, to the best of my kn6wleege upon review of the existing retarded Instruments provided, there ore no (t) visible easements or rights Of way across or abutting at offecting the Lease Property, (21. easements or right=of-ways across or abutting or affecting the Lease Property of 61clt the undersigned has been advisad, (3) vielblo encroachments from the Lease Property onto an adjacent property, Or Onto easements, streets, or alleys by any of thle Lease properly building structures or other improvements, or (4) visible encroacnm�e+ijjte an the Leose Property by building structures Or other improvements sill on adjoining property, (f) no portion of the Leose Properly has been designated o$ lying within a Apad zone or Road prone area as designated on the most recent Flood tlnsuronce Rate Map promulgated by the Federal Emergency Management Agenc� and (g) this survey meets the applicable requirementa for lend surveys oc d fined toy the Arkansas Minimum Standards for Property Surveys and Plats . WSTFkp�'e yrtis R. We �� 1W R-P.LS, #1472 t SURVEY PLAT CODE: 500-01 S -13W-0.04210-60-1472 PROJECT N0: 165758A DRAWN BY: C.D. CHECKED BY: R.J.D. w E Nil � Nr� m�- 3nv'id GDM, Inc. R J. DAUM TX R.P.L.S. NO. 4826 12160 Abrams Road, # 210 DALLAS, TX 75243 PH: 469-330-8909 165758A MEADOW—LANE—AR 11211-A INTERSTATE 30 LITTLE ROCK PULASKI COUNTY, ARKANE 72209 SHEET TITLE SURVEY 5H,:ST NUMBER SV -1 RF NOTE: CONTRACTOR TO VERIFY RF INFORMATION WITH VERIZON WIRELESS PROJECT MANAGER PRIOR TO CONSTRUCTION. EXISTING SHELTERS ARE NOT SHOWN FOR CLARITY. Q SITE ELEVATION A,3 SCALE: N.T.S. EXISTING 156' A.G.L. MONOPOLE TONER PROPOSED ANTENNA ARRAY (6) NEW DIRECTIONAL ANTENNAE THE SIZE, HEIGHT, AND DIRECTION OF THE ANTENNA SHALL BE ADJUSTED TO MEET SYSTEM REQUIREMENTS. ANTENNA TYPE: ALPHA SECTOR: (2) AMPHENOL ANTEL#BSA-185065/12CF E -DIN 2' BETA SECTOR: (2) AMPHENOL ANTEL #BSA-185065/12CF E -DIN 2' GAMMA SECTOR: (2) AMPHENOL ANTEL JBSA-185065/12CF E -DIN 2' ANTENNA AZIMUTHS: ALPHA SECTOR: (2) 0 10' BETA SECTOR: (2) 0 130' GAMMA SECTOR: (2) 0 250' 6NTENNA DOBNTIL ALPHA SECTOR:_ 0' BETA SECTOR: 0' GAMMA SECTOR: 0' ANTENNA FEEDS: 1 5/8- FOAM COAX NEW GPS ANTENNA NEW CABLE NEW EQUIPMENT CABINETS BRIDGE ON CONC. SLAB TOP OF CONC. FOUNDATION ELEV. = 6' ABOVE EXIST. GRADE fa mnovAmmc ;mnGnkewina p;v:cin Ashford Crossing II 1880 S. Dairy Ashford, Suite 425 Houston, Texas 77077 Tel : (832) 327-0701 Fax : (832) 327-0706 REV / DATE I DESCRIPTION PRINTED DATE: 04/01/05 DRANK BY: V.M. CHECKED BY : J.S.A. EXISTING C.L FENCE SITE ELEVATION 165758A MEADOW LANE AR ,TORE Ss : 11211-A INTERSTATE 1-30 LITTLE ROCK, AR 72209 r A.3 VERIZON WIRELESS GENERAL NOTES: 1. Sete Preparation shall consist of stripping and stockpiling existing crushed stone surface materkl within existing oompaund. The exposed subgrode shall be proof—rolled to detect local weak areas which should be excarand, processed, and recompacted in loose lilts of approximately eight—inch thickness. In the 8ocr slab area, subciyode soft and any structural rip shall be compacted to a minlimum of 95% of the maximum stondord density (ASTM 0-698-78) at a moisture content within 2% of optimum. Re—Spread and compact stacked pile material at the completion of the project 2. Location of UtiGtiea fs based upon best oamlable information, and prior to constn"on the contractor shall verify, the actual locations in the field. The Teast of which shill be by telephoning the Underground Utilities Coordlimling Committee 48 hours prior to excavation on site 1800-482-8998. I 1 1 $ x M sx x•m.` 1� w ` x l ' Existing Gate x x N Existing c Utility Rack w E S a- a x •— � ci w L w S 1y VERIZOWS LEASE AREA Existing 156'-0" Monopole Tower f--1 I ~;mss i ICE BRIDGE REF. 1/0.2 1 li 's I u Existing Equipment Shelter k UNDERGROUND k' POWER & TELCO Existing REF. 3/E.1 Chainlink Fence 1 � 5 L_ x 4' x 10' CONC. PAD J ID REF. 4/D.1 3' Existing Gate DETAILED SITE PLAN A.2 SCALE 1" = 10'-0" rok-ft- r4a innovAmmz mG:nikaana DC3UM Ashford Crossing II 1880 S. Dairy Ashford, Suite 425 Houston, Texas 77077 Tel : (832) 327-0701 Fax : (832) 327-0706 I REV / DATE I DESCRIPTION I W//� Q) 7 r� Jit I i I t TO UTILITIES SOURCE COORDINATE MATH CRUSHED STONE SURFACE, 9' x 14' CONC. SLAB ERIZON'S PROJECT MANA SEE GENERAL NOTES THIS SHEET ADDRESS: T.O.0 EL=6' ABOVE EXIST. GRADE 11211-A INTERSTATE 1-30 REF. 2/0.1� �n '. /1i•.i ^ ice. IV Y VERIZON WIRELESS Existing _-E'Y r;'s : � . r1 pmallt Staff Building :nr.:: utad ani" Y Pe ' .tic.;t: _ FF10—'f APPROVED NEW BATTERY CABINET jkNY SITE F LAN VOIDS THIS PERMIT. 1 .' NEW EQUIPMENT CABINET�% ,7 i PRINTED DATE 04/01/05 NEW H–FRAME DRAWN BY: V.M. x CHECKED BY : J.S.A. 1 METER. DISC. DETAILED SITE PLAN TO UTILITIES SOURCE COORDINATE MATH CRUSHED STONE SURFACE, 165758A MEADOW LANE AR ERIZON'S PROJECT MANA SEE GENERAL NOTES THIS SHEET ADDRESS: k LOCAL UTILITY COMPANY 11211-A INTERSTATE 1-30 LITTLE ROCK, AR 72209 A.2 VERIZON WIRELESS s RF NOTE: CONTRACTOR TO VERIFY RF INFORMATION WITH VERIZON WIRELESS innoVam:v'e PROJECT MANAGER PRIOR TO CONSTRUCTION. runimpriewinG nE:can Ashford Crossing II 1880 S. Dairy Ashford, Suite 425 Houston, Texas 77077 Tel : (832) 327-0701 EXISTING SHELTERS Fax : (832) 327-0706 ARE NOT SHOWN FOR CLARITY. EXISTING 156' A.G.L. REV j DATE DESOMPTON MONOPOLE TOYER /� A W ^t i PROPOSED ANTENNA ARRAY (6) NEW DIRECTIONAL ANTENNAE THE SIZE, HEIGHT, AND DIRECTION OF THE ANTENNA SHALL BE ADJUSTED TO MEET SYSTEM REQUIREMENTS. y ANTENNA TYPE: i ALPHA SECTOR: (2) AMPHENOL ANTEL BSA-185065/12CF E -DN 2' BETA SECTOR: (2) AMPHENOL ANTEL #BSA-185065/12CF E -DN 2'' GAMMA SECTOR: (2) AMPHENOL ANTEL JOSA-185065/12CF E -DN 2' ;2 ANTENNA A4MMS: ALPHA SECTOR: (2) 0 10' v 0 BETA SECTOR: (2) 0 130' -� GAMMA SECTOR: (2) 8 250' m ANTENNA P.M% ALPHA SECTOR:- 0' NEW CABLE z BETA SECTOR: 0' NEW EQUIPMENT CABINETS BRIDGE ON CONC. SLAB _ GAMMA SECTOR: 0' PRINTED DATE: 04/01/05 Z TOP OF CONI. . DRAWN BY: V.M. ANTENNA FEB FOUNDATION ELEV. = 6' ABOVE o 1 5/8- FOAM COAX SITE ELEVATION 0 a 0 EXIST. GRADE EXISTING C.L. FENCE a N K O NEW GPS ANTENNA + `r - I I ANTENNA NEW CABLE NEW EQUIPMENT CABINETS BRIDGE ON CONC. SLAB _ PRINTED DATE: 04/01/05 TOP OF CONI. . DRAWN BY: V.M. FOUNDATION ELEV. = 6' ABOVE CHECKED BY: J.S.A. SITE ELEVATION EXIST. GRADE EXISTING C.L. FENCE 165758A MEADOW LANE AR ADDRESS: 11211-A INTERSTATE 1-30 LITTLE ROCK, AR 72209 A.3 SITE ELEVATION A.3 SCALE: N.T.S. LJ VERIZON WIRELESS