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NOTE T)0s survey was based on legal daWiPdorrt snd flea wank
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No portion of the property descn-led hereon WS wuNn lha 100
year fto0 plane, gocor&ng to the Flood Insurance Rate Alae,
R OSa16t00a4 F �Dw d, 10/70/2001
322 North Market Street,
HOPE PH 501 315-0788015
ENGINEERS FAX(501)31 S-0700
FOR USE AND BENEFIT OR
VERIZON WIRELESS
10700 COLONEL G11"
RD
U"UE ROCK. AR 72204
Or CA•D. NY! bAP MAWW$NUMM.'
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v.+.wy —POsd A1.7dsr n1y fypwMslon.
NOTE T)0s survey was based on legal daWiPdorrt snd flea wank
hrmW"d by others and does nol reX sentaVHS c waw.
No portion of the property descn-led hereon WS wuNn lha 100
year fto0 plane, gocor&ng to the Flood Insurance Rate Alae,
R OSa16t00a4 F �Dw d, 10/70/2001
322 North Market Street,
HOPE PH 501 315-0788015
ENGINEERS FAX(501)31 S-0700
FOR USE AND BENEFIT OR
VERIZON WIRELESS
10700 COLONEL G11"
RD
U"UE ROCK. AR 72204
Or CA•D. NY! bAP MAWW$NUMM.'
04-3548
.YALE- ASNOTEC
LANDLORD'S DESCRIPTION:
OVERALL TRACT (FROM WARRANTY DEED, PINE MANOR TO LITTLE ROCK MUNICIPAL WATER WORKS, FILED FEBRUARY 20, 1973 M
PULASNO CDN.*M BOOK T234, PAGE 367):
PART OF THE SOUTHEAST QUARTER OF THE SOUTHEAST OUARTERANND PART OF THE SOUTHWEST DWRIER OF THE
SOUTHEAST QUARTER OF WGTON 15, TOWNSHIP I NORTH, FLANGE 13 WEST, 447511E PARNCuI OF LAS POJ.OWB:
COMMENCE A7 THE SOUTHWEST CORNER OF THE SAID SSOUITHEAST CMATER OF THE SOU T4EA51' QUARTER AND Ru7
THENCE SDUrHA Ba DEGREES 1+ WNLRES EAST 35.9 FEET ALONG THE SOLIINDAR YBETWEEN SECTIONS 16AND 21 OF THE
AFORE -SAID TOWNSHIP AND RANGE TO THE PONT OF REGINNUNG: THENCE CONTINUE ALONG THE SAME BEARING 164.H FEET;
THENCE NORTH 04 DEGREES 45 MINUTES EAST 430 FEET: IHIE NCE NORTH W DEGREES MMINUTES WEST 200 FEET; THENCE
SOUTH s9 DEGREES 40 MINUFE3 29 SECONDS WEST 192 FEET. MOAEOR LESS. YOTHE EAST RIGHT OF WAY OF FL@;THENCE
SOUTH 31) DEGREES 19 MINUTES 31 SECONDS EAST 326 FEET ALONG SAID HIS~ RIGHT OF WAY; THENCE SOUTH 01
DEGREE 16 MINUTES 17 SECONDS EAST 523 FEET ALONG THE HIGHWAY NOHT OF WAY TOTHE POINT OF BECONNING.
CONTAINING 2-52 ACRES, MORE OR LESS.
4RXBOTRACT
(RECORD DESCRIPTION, AS PROVIDED, FROM MEMORANDUM OF LEASE AS RECORDED IN PU ASIO COUNTY DOCUMENT
96711'
A PART OF THE SOUTHEAST QUARTER OF SECTION IS. TOWNSHIP 1 NORTH, RANGE 13 WEST, PULASIO COLNTY, ARKANSAS,
MORE PARTICULARLY DESCRIBED AS FOLLOWS'
COMMENCING AT A FOUND Orr PIPE AT THE SOUTHWEST CORNER OF IHESCILI EAST QUARTER OF THE SOUTHEAST
QUARTER OF SAND SECILDN 16; THENCE SOUTH US DEGREES OB MINUTES 12 SECONDS EAST FOR A DISTANCE OF 17B2 FEETTO
A FOUND S!r REBAR ON THE EASTERLY RIGHT OF WAY UNE OF $-M THENCE NORTH 01 DEGREES 34 MINUTES 33 SECONDS
WEST FOR A INSTANCE OF 51-35 FEET ALONG SAID EASTERLY RIGHT OF WAY LINE TO A FOUND CONCRETE MONL &DIT:
THENCE NORT4 30 DEGREES 20 MINUTES 33 SECONDS WEST FOR A DISTANCE OF 124DOFEET ALONG SAID EASTERLY RIGHT
OF WAY UNE TO A SET 1R' AERAR AND PLASTIC CAP FOR THE POINT OF eEG"K"NNG:THENCE NOM:`0 DEGREttS'. M MINUTES
33. SECONDS WEST FORA DISTANCE OF sow FEET ALONG SMD EASTERLY FIGHT CIF WAY UNE TOASET ir,'RMAR AND
PLASTIC CAP, THENCE NCITH 60 DEGREES 339 MINUTES 27 $ FRONDS EAST FOR A DISTANCE OF 40.00 FEET LE VIK4 SAD
EASTERLY RIGHT OF WAY UNE TOASET 1r2' REBAR AND PLASTIC GAP; THENCE SOUTH 30 DEGREES 20 MINUTES 33 SECONDS
EAST FOR A INSTANCE OF Dano FEET TO A SET 12' RERAA ANO PLASTIC CAF: THENCE SOUM 58 DEGREES 35 MINUTES 27
SECONDS WEST FOR A DISTANCE OF 40.0 FEET TO THE POINT OF 8EGILNUNC,L TOGETHER WITH AND SURIECTTO CBukTWRS,
EASEMENTS, AND RESTRICTIONS OFRECORD. SAID PROPERTY CONTAINS 0.06 ACRES MORE OR LESS.
(AS SURVEYED QESON'TIONT-
PAATOFTHE SOUTHWEST OLNRT 51 OF THE SOUTHEAST QUARTER t$%a SEM) OF "SWITCH RQ TOWNSHIP 1 NORTH, RANGE 13
WEST, IN THE CNN OF LITTLE ROM PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY OESCRJRED AS FOLLD
COMMENCING AT THE SOUTHEAST CORNER OF THE SAID SEJ4 SWf4 OF SECTION 18, A FOUND W RNCHE670P PIPE IH A
STONE COIN M. THENCE, ALONQTHE SOUTH UNE OF SECTION 111S85`3700 -E3588 To THE SOUTHWEST CORNER OF THE
LITTLE ROCK MUNICPALWATERWORKS "MWIAq TRACT AS DESCRIBED IN RIIASN7 COUNTY BOON 1234, PAGE 367, SAID
SOUTHWEST CORNER ALSO SENN&ON THE EJISTEFILY MKr OF WAY OF INTERSTATE HIGHAYAY 04M (I-C.TO}; THENCE LEAV04
THFSOMUNE.ALONGTHEIRNECOMMOHTOLFUV%%V HRF430THEFDLLDWW000L*WX- NOT'18STW 5T.38' YD A FOUND
4' SOUAAE CONCRETE RIGHT OF WAY POST; THENCE N2117114M1W 124.14• TO THE POINT OF BEGINNING. A ROUND Irl RERAR
AND CAP; THENCE N3VM ZW 60,06'TO A FOUND W VIEW AND CAP; THENCE LEAVINGTHE COMMON Loin N56$6071E 4018
TO A FOUN431 NY REEAA AND CAP: THENCE SWIO1 5--E 5696' 70 A FOUND 142' REBARANO CAP. THENCE SS!?4a3rW 4040 TO
THE POINT OF BEGINNING, ENCLOSING 2,403 SQUARE FEET, OR 0.055 ACRES-
AND
CRESAND MAOCESSDUTIUTY EASEMENT)
jREGORD DESCR PION, AS PROVIDED, FROM MEMORANDUM OF LEASE AS RECORDED IN PULASKI COUNTY DOCUMENT
9&P2a6':
A WFOOT DOM B INATONACCESSWUTY EASEMENT BEING A PART OF THE SOUTHEAST QUARTER OF SECTION 16, TOWNSHIP 1
NORTH RANGE 13 WEST, PULASKI COUNTY. ARKANSAS, SED NG 15 FEJT ON EACH SIDE OFA GSMflFRrIL EDE SCRIBED AS
FOLLOWS:
COMMENCING ATA FOUND Ilr PIPE AT THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST
Ol1AR{ER CIF SMO BECTON 16. THENFE SOUTH 16a DEGREES D6 WNUTES 12SECONDS EAST FORAD ANCEOF" LV F18ETTo
A FD1MO 316'AENAR ON THE EASTERLY TIGHT OF WAY UNE OF 1-490; THENCE NORTH 01 DEGREE 34 MIN TE333SECONDS
WEST FOR A OISTAVNCE GF LIM FEET ALONG SAID EASTERLY FLIGHT OF WAY UNE TO A FOUND CAHCAELEUDNUMEW:
THENCE NORTH 30 DSSREES 20 MINUTES 33 SECONDS WEST FOR A DISTANCE OF $04.00 FEET ALONs SAID EASrEiEY RIGHT
OF WAY UNE TO A SET Irr REGI ANO PLASTIC CAP; THENCE NORTH W DEGREES W 02AITES 27 SECONDS EASTFORA
DISTANCE OF 52.00 FEET LEAVING SAID ERSTEALY RIGHT OF WAY UTNE TOTHE POINTOF SEUNMNG OF SWDW FOOT
EASEMENT: 'THENCE ALONG A CURVE TO THE RIGHT HAYING A RADIUS OF 8590 FEET AND AN ARC LENGTH OF 3927 FEET,
SENNG SUSTENDED IFY A CHOPD OF NORTH 14 DEGREES 33 MINUTES Zr SECONDS EASTFOR A DISTANCE OF 3A` 36 FEET TO A
POINT: THENCE NORTH 59 DEGREES 39 MINUTES 27 SECONDS EAST FOR A DISfANCEOF 34-91 FEET TO A POLW-'7HENC.E
ALONG A CURVE YO THE LEFT HAYING A RADIUS OF SMOG FEET AND AN ARG LENGTH OF 57.87 FEET, 8EON0 SURTENPED 6Y A
CHORD OF NORT426 DEGREES 30 MINUTES 07 SECONDS FAST MA A OWANCE OF 5489 FEETTO A POINT: THIENCEALDNCA
CURVE TO THE RIGHT RAVING A RADIUS OF 7516 HEFT AND AN ATC LENGTH OF 232.16 FENT, BEING SUBTEINDF.O BY ACHORD
OF NORTH 74 DEGREES 19 WKUTES 20 SECONDS EAST FOR A DISTANCE OF IMM FEETTO A POINT: TEANNCE ALONGA CURVE
TO THE LEFT HAVING A MM13 OF MOD FEET AND AN ARC LENCUfH OF 34.4E FEET, BEING SUBTENDED BY A CHORD OF SOLFFH
a4 DEGREES W MINUTES 1 a SECONDS EAST FOR A 101113fANCE OF 31.7r FEET TO A POANI: THHENCE NOR It 7a DEGREES 23
MINUTE i 32 SECaNDS FAST FOR A DISTANCE OF 25.63 FEET 7GAPOINT ON THE EASTERN 80MELARY WNE OFTHE UTLE
ROM MUNICIPAL WATER WORKS PROPERTY DESCRIBED IN AWAAWUNIY DEED FIECO%/ED IN DOOR I2K PAGE 787. ANC THE
YE4LINATOH OF SAID SO FOOT EASEMENT, TCr,'ETHFltWTH AN05L19JECT TO ORVaNFNi"9.[ASEMENfS, AHOAFS'TAICTOHS
OFRECORD. SAID PROPERTY CONTAINS 0211ACRES MORE OR LESS
AND 120' AQCESSARKUCY EASEMENT)
(RECORD QE5CXi1PTON, AS PROVIDED, FROM MEMORANDUM OF LEASE AS RECORDED IN PULASI0 COMM DOCUMENT
A 2D FOOT COMBINATON ACCESSlLFDLTY FAS EMENT BEING PART OF THE MORTREAST OUAF7M OF THE NORTHEAST
QUARTER OF SECTION 21, ARO THE SOVTKEASTL OUMTTSI OF THE SOUTHEAST OUARTER OF SECTION 18, ALL8N TOWNS HIP 1
NORTH. RANGE 43 WEST, U49ASIO COUNTY, ARKANSAS. BEING 10 FEET ON EACH SIDE OFA CENTSIR/E DESCREBEP AS
FOLLOWS
COM MENCING AT A FOUNO 7 %PEAT THE NORTHEAST CORNER OF SA105EGTIIN 21: THENCE $01LIT114 02 DEGREES 21
MINUTES 59 SECONDS WEST FORA DISTANCE OF Sle$7 FEET ALONG THE EAST LINE OF SECTION 21 TO AFOUND I'RESAR ON
THE NORTHERLY RIGHT OF WAY UNE OF COLONEL. GLENN ROAD: THENCE NORTH SIT DECREY^S01 MINUTES 21 SECONDS WEST
FOR A DISTANCE OF 29.96 FEET ALONG SAID NORTHERLY RIGHT OF WAY UNE 10 A SGT P.K_ NAIL FOR THE POW OF SFIBNNING
OF SMO 20 FOOT EASEMENT: THENCE NORTH 02 DEGREES 28 MINUTES 15 SECONDS EAST FOR A DISTANCE OF 464.12 FEET TO
A SETTY2' REIGAR AND CAP: THEN1C'E ALONG A CTIRVETOTHE LEFT HAMNGARAOaNSOF300.00 FEETANANN ARCD RGTH OF
17U.14 FEET, BEING SUBTENDED BOY A CHORD OF NORTH t3 DEGREES 61 W NUTES 34 SECONDS 'W st FOR A DISTANCE OF
167.01 FEET TO A SET 10 RS8AR AND CAP: THO.IMALONGACURVETOTHELEFIHAVWN APADkJSOFIOMMrF ANOAN
ARG LENGTH OF 100.34 FEET. BONG TF
SUBIENUDED BY A CHORD OF NOR56 M
DEGF2M43NIJTES21 SECONN06 WEST FORA
DtSTANCEGFS6.77 FEET TO ASET 117 RESAR AND CAP: THENCE NORTH 83 OEGREES 20 MINUTES 19 SECONDS WEST FORA
DISTANCE OF 59.37 FEET TO ASST 17 REBAR AND OAP: THENCEALONG A CURVGcTO THE ROGHY HAVING A RAMS OF 800.00
FEET AND AN ARBC LENGTH OF 9921 FEET. ONO SUBIEHDED BY A CHORD OF NORTH 54 DEGREES 42 M O NAES 57 SECONDS
WEST FOR A DISTANCE OF 116AI FEET TO A SET HR' PI ESAR; THENCE NORTH 25 05WISES O5 MINUUIES 3S SECON IDS WEST FORA
DFSTANCEOF290.84 FEETTOA5EY IM FL ARANHO GAP: THENCE ALONG A CUFNE TOTHE LfFTHAVINC A RADIUS OF204-IS
FEET AND AN ARC LENGTH OF 9494 FEET. BEING SJ[TEHDED BY ACINCFID OF NORTH MDEGREES 52 MINUTES AOSECONDS
WEST FOR A DISTANCE OF 277.3M FEETTO A SET 172' REHAB AND CAP. THENCE SOUTH 68 BEGREES20 MINUTES 15 SECONDS
WEST FOR A DISTANCE OF 1624B FEET TO ASET Ire REM ANO GAP, THENCE ALONG AC7IM TO THE LEFT HAVING A RADIUS
OF 2W48 FEET AND AN ARC LENGTH OF 6287 FEET. BEING SUBTENDED Rif A Cl-NOAD OF SOUTH M DEGREES 02 MINUTE527
SEiONGS WEST FOR A DISTANCE OF 8268 FEET TO A SET Ire RETiAA AND CAP: THENCE SOUTH 51 DEGREES 4UYftUlID39
SECONDS WEST FOR A DISTANCE OF 92.5° FEET TO A SET 112'RESAR AND CAP. THENCE ALONG A CURVE TO THE RaC>aR'
RAVING RADIUS OF 150.78 FELT AHO AN ARC LENGTH OF 61.61 FEET. BENS SuRn3a7m BY CHORD OF SOUTH 83 DEGREES
2B MINUTES 15 SECONDS WEST FOR A DISTANCE OF 61.37 FEET TO A SET Ord' ROM AND CAP BENSON THE EASTERN
SONNEI OF THE LITTLE FZCK uLNICIPALWATI WORKS PROPERTY DMOMBED W WAARAWN DEED RECORDED W EY70K
E2314, PAGE 367, AND THE TERMINATION OF SAID EASEMENT. YOGEn-MWTM AND aNnIcnTO OUVEMWM EASEManE, ANG
RFSTAHCfTONS of RELOAD. STUD PADPERTY CONTAINS 097 ACRES MORE OR LESS AND FOLLOWS ALONOAN ETOSTNG
GRAVELROAD.
SITE
TRACT A (WESTTRMCT. AS SURVEYEM
PART OF THE SOUTHWEST QUA777ER OF THE SOU IO.A5T OVARTER{9WIa SI OF SECTION W YOWMLw t NORTH, RANGE 17
WEST. IN THE CTV OF uruf ROCK PGAAsm COUNTY ARKANSAS• MORE PAR'0AARUY DESCRIBED AS FCKLOWS
COMMENCING AT THE SOUTHEAST CORNER OF THE SAD SE14 SWr4 OF SECTION IE;A FOUND w NINCNZCROP PIPE W AS CNE
COUAk THENDE ALONOTNE SOUTH WE OFSECTIOd 14 SSFZ7WE nWTDTFM SCLMWIGST COAt4EA OF nW UTLE F4CX
MUNICIPALWATERWOFUM PBLM N)TRACT 4DESCRIBED IN RRASM COUNTY BOOK 1234. PAGE 387, SAKI SOURHW'ESY CORWA
ALSO BEING TIME EASTERLY RIGHT OF WAY OF NTERSTATE HIGHWAY PATO 043M; THENCE LEAVING 7HE $DUH U INE_ALONF
THE UNE COMMONYO U MWW AND 144 IME POU.OWNNG COURSES; N101^ 9% W 5114 TO A FOUND 4• SDUAR9 CONCRETE 114417
OF WAY POST: THENCE NOe*Gws8W 124.74 TO A FOUND Orr RESAT AND CAP AT THE SOU IANEST CORNER OF THE FASTING
TOWER TRACT AS DESCRIBED N PUL.A811(l COMM OOOIMEW 96-2,yBa M4E PARENT Ti4ACT): THENCE LEAVING THE OOYMONj,INF
ALONG THE $01JITH UNE OF THE PAPXAD TRACT. AIWA951'E 18.37: THENCE LEAVA167HE myn-i LLW Nz? b"+4ftW 1a.OT TO THE
POINT OF FEGI NVYNG OF TRACT'S' AT THE SOUTHWEST CORNIER OF AN EXISTING CONCRETE PAD; THENCE COWIMUNG, ALONG
THE EXTENDED WESTERLY UNE OF TUE CONCRETE PAD, N2Y2s4NW IA80'IDA Set 05 REMAl AND CAP-. TWINCE N673714E 3Sr
TOA SET 05 FLEBAR AND CAP: THENCE, ALONG THE EXTENDED EASTERLY LINE OF THE CONCRETE PAD. I'ZM48'E IpGD TOTHE
SOUTHEAST CORNER OF THE CONCRETE PAD, THENCE W -4414'W 3.7!]'79 THE POINT OF BEGMKI NG ENCLOSING. 3850I1ARE
FEET, OR (NODI ACRES
TRACT B (FAST TRACT, AS SURVEYEM
PARY OF THE SOUTHWEST OUAIRTO OF THE SWMFJIRT OUARTER MW4 SF14) OF SECTION Ir, TOWNSMP I NNORTL RM0P 12
WEST, IN THE CRY OF LITTLE ROCU( PULASKI COUNTY. ARKANSAS, MORE PARTICULARLY DEEMED AS FOLLOW&
COMALENGING AT THE SOVOGEART✓ARNED OF Tee SAID SEN4 SMH OF SECTION 1S.A FOLAW lr2' PINCHED -TOP RPE IN A$TOPE
COLLAM TIHENCF- ALONG THE SOUTH ME OF SECTION 16 - SITS r3WE3r W-FOTMLSOUTA4ESTC pl4FROFTFELt7LEBOGt
MLR"AL WATERA DR I(S ORM WIQ TRACT AS DESCRIBED ON AOIASKL COUNTY BOOK 12]4. PATE 38r. SAW) SOUTHWEST CORNEA
ALSO BERING ON THE EASTERLY RIGHT OF WAY OF WrER$TATE HIGHWAY #130 04,`IOT: THENCE LEAVING THE SOUTH INF- ALONG
THE LINE COMMON TO LTIN1WW AND IIM THE FOLLOWNNC oDURScc- N01'1951W 5N-3TT0 A FLUNG C SQUARE CONCRETE RIGHT
OF WAY POST; THENCE NLW"5r W 124,1 CTO A FOUNNOI f RffiAR AND CAP AT THE SOUTHXSST CORNER OFTHE IJDSTIHB
TOWER TRACT AS DESCRIBED N PULASKI COUNTY DOCUMENT 982288 (THE PARENT TRAMTHENCE LEAVING THE COMMON UNE,
ALONG THE SOUTH UNIT OF THE PARENTTRACT, NS '4O57'E M45: THENCE LEAVING THE SOU'H UNE Ni�R441Y 14,19 TO HE
POINT OF E EOPNNWG OF TRACT V. A, SEI #S RE -GAR AND CAP; THENCE CONTENUI NG NN1A'jV4CW 15.D TO A SET 85 RE]iAR AND
CAP. THENCE FYAy2rurs &W TO A SEN FS RESAR AND CAP; THENCE 52T36'4YE ISM TO A SET #S REBAR AND GAP~ THENCE
86021' IIW 640' TO THE POW OF 6EGNrMNG, ENCLOSING 90 SOUL RE FEET. OR 6=A'MM-
ALSOMACCESSNYUTYE ASEMEMn
(RECORD DESCRIPTION. AS PROVIDED, FROM MEMORAMW OF LEASE AS RECORDED W PUAASPO COUNfY DOCUNEW f4z?al:
A3o FOOT COMO"TIONN ACCESWUTNUTY EASEMENT BEING PART OF THE SOUTHEAST COIRTtT OF SECTION 15, TOWNSHIP I
ROM RANGE 13 WEST. #ULA -W COUNTY, ARKANSAS, BEING 15 FEET ON EACH SATE OF ACENTERLINE DESCRIBED AS FOLD:
C.OMMF1NCI NO ATA FOUND 1r7 PIPE ATTHE SOUTHWEST CORNER OF THE SOUTHEAST OOARTER OF THE SOUTHEAST OUARnER OF
SAID SECTION WTHENCE SOUTH 86 OEGREESOB MINUTES 12 SECONDS FAST FOR A DISTANCE OF 35.82 FEET IDA FOUND 5.5-
AESAR ON THE EASTERLY RIGHT OF WAY UNE OF IIAW THENCE NORTH 01 DEGREE 3A MNUTES 33 SECONDS WEST FORA
10RSTANOF OF 51.35 FEET ALONG SAID EASTERLY RIGHT OF WAY LANE TOA FOUND CONCRETE MONUMENT: THENCE NOMW
DEOFIEES 21 MINUTES 33 SECONDS WEST FOR A DISTANCE OF 16440 FEET ALONG IAO EASTERLY RICNNf OF WAY LINE TO A SET
IM REBAR ANO PLASTIC GAP. THENCE NORTH ED DEGREES Off MUNUTES27 SECONDS EAST FOR A DISTANCE OP5800 FEET
LEAVWO SAID EASTERLY FLIGHT LFWAY UNETO THE POINT OF DEOINNNO OF SAID 3a FOOT EASEMENT; THENCE AUDWA CURVE
TO THE RIGHT HAMNG A RADIUS OF MOD FEET AND AN ARC LENGTH OF 3827 FEET. SSW SUBTENOEO BY ACHOHo OF NOAIR 14
DEGREES 30 MINUTES 77 SECONDS FAST MR A DISTANCE OF 35-M FEET TOA POtrR; THENCE NORTH 58 DEGREES 30 MINUTES 27
SECONDS EAST r -0R A DISTANCE OF 34..91 FEET TOA PONT: THENCE ALONG CURVE TOTHE LEFT HAVING A RMXk* OF SIM
FEET ANO AN ARC LFjLGT1S OF 57.87 FEET, aF17K1 SUgIEN1OiD 8Y A CHORD OF HORTT %DEGREES M MINTES OT SECC1NiCMS FAIT
FOR A DISTANCE DEF S4Ee FEET TO A POINT: TKENCE ALONG A CURYETO THE RIGHT HAMM A RADLIS OF MINK FEET AND AN ARC
LENGTH OF 2,2 -to FEET, BEING SUSTEMnfn SYACHORD OF NKDRTH474 DEGREES 19 AINUAES20 SECA34DS EAST FOR A DISTANCE
OF 148.28 FEETTO A P'OINr; THENCE ALONG A CURVE TOTFE LEFT HAVING A RAOW OF 2510 FEET AND AN ARC LENGTH OF 3AA3
FEET. DEWS SUBYENOED SV A CHORD OF SOUTH 44 DEGREES 09 MINUTES 18 SECONDS EAST FOR A DISTANCE OF $1,71 PE15TTOA
POINT; Ti•EHCE NORTH 7a DEGREES 23 WNUTES 32 SECONDS EAST FOR A DISTANCE OF ZLM FEET TO A POINT OH THE EASTERN
BOUNDARY UNE OF THE UUT1n-E ROCK AAFN ICAPAL WATER WORKS PROPERTY DESCRIBED IN A WARRANTY DEED RECORDED IN 800"
1234, PAGE Mr. AND THE TAUNNATOON OF SAID 30 FOOT EAS¢dEW, TOGETHER WITH AND SULIECT TO LQVFNAM",
EASEMENTS. AND RLESTPoCTp1AS OF RECORD. SAID PROPERTY CONTAINS 828 ACRES MORE OR LFCS
AND ALSO (20 ACCE95ATLRY FAMMEIR]
(RECORD DESCRIPTION, AS PWOVKDED. FROM MEMORANDUM OF LEASE AS REOORDEO IN PULASKI COUNTY DOCUMENT 915-2286!;
A 2e FOOT COMBeNATICH ACCESSOUT M EASEMENT BEING A PART OF THE NORTHEAST OUIRTER OFTHE NORTHEAST OUARF61
OF SECTION 21. AND THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION A4 ALL IN TOWNSHIP 1 NORTH. RANGE
13WEST. P1AAS10 CIOIMTY, ARKAFLS+SS. BEING 10 FEET ON EACH BIDE OF A 0E9fO1LNE DESCRIBED AS FOLLOWS-
COMMENGNG AT A FOUND 7 PPE AT THE NQ:TIEASF COTHER OF SAND SOOTION 21: THENCE SOUTH 02 DEGREES 2T MIN TII SO
SECONOSWEST FDA A INSTANCE OF SIM87 FEET ALONG THE EAST LINNE OF SECTION 21 TOA FOUND YREBM ONTHE NQRT¢ALY
RIGHT OFWAY LANE OF COLONEL CA19M ROAD; THENCE NORTH M DEGREES 0% WADES 21 SECANOSWEST FOR A DISTANCE OF
2816 FEET ALONG SAID NORTHERLY ANGRY OF WAY LINE TO A SET PX NML FOR THE POINT OF GEGINNONO OF SAID W FOOT
Ell�f7RENFT; THENCE NORTH82 DEGREES 25 WARES 1a SECONDS EAST FOR A DISTANCE OF 404,12 FEET TOA SET Irl FIESAR AND
CAP: THENCE ALONG ACI)WETO THE LEFT NAMPO A RADIUS OF 300AYf FEETANDANARCLENaTHOFIMWFEET.8040
SUGTENDEA 9V (HNd1D OF NORTH 13 DEGREES 51 MINUTES 34 SECONDS WEST FOR A DISTANCE OF 1VA' FEET TOA SET Ort
RESAR AND CAP; THENCE ALONG A CRANE TOTHE LEFT RAVRNG A RADIUS OF 16890 FEET AND AH ARC LENGTH OF IOWA FEET.
BEING SUBTEHPE•O BY A CHORD OF NORM SON DEWEES AT MINUTES 21 SECONDS WEST FOR A DISTANCE OF Ia IT FEET TO A SET
142' AEJIAR AND CAP: THENCE NORTH m DECREES W L%NNTES'To SECONDS WEST FOR A DISTANCE OF MIT? FEET TO A SET IPF
RESAT ANO CAP, THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 10100 FEET AMD AN ARC LENUM OF 2q.91 FEET,
KENO SlB1EHOE0 BY CHORD OF NORTH 54 DEGREES A2 AARNUTES 57 SECONaDSWIEST FOR A 018TANCE OF 95 a1 FEET TD A SET
Irl' REIM; THENCE NORTH MINUTES GS BECOC40S WEST FOR A OL.'TANICE OF :EO.84 FEET To A SET UP REBAA
AND GAP: THENCE ALONG A CURVE TOTHE LEFT HAVING A RADIUS OF 201.78 FEET AND ARAM LENGTH OF,*" FEET. DECNG
SI7BFEI DIED BY A CHORD OF NORTH 65 DEGREES Oil MINUTES AD SECONDS WEST FOR A OWANICE OF 27798 FEET TO A SET 172'
BEHAR AND CAP: THENCE SOUTH DEGREES 24 A19AJIES 15 SECONDS WEST FORA DISTANCE OF f62Aa FEET TO A SET Ve
AESAR AND CAP; THENCE ALONG A CUANE YD THE DEFT HAVING A RADIUS OF 250.48 FEET AND AN ARC LENGTH OF 8257 FEET.
mmo SUBTEN )EM BY CHORD OF SOUTH 60 DEGREES 02 MINUTES 27 SECONDS WEST FOR A DISTANCE CF an FMTTO 06 SET
Ire REPAR AND CAP. THENCE SOUTH 51 DIEGAEE MINUTES 30 SECONDS WEST FOR A DISTANCE OF 92X FEET TO A SET 112 -
FLEW AHA CAP; THENCE ALONG A OLFW4270-LTTE RIGHT HAVNG A RADLLS OF 150.)6 FEET AND AN ARC LENGTH OF STAN FEET,
SENO SUBTENDED Sy A CHORD OF SOUTH IM DEGREES 21) MINUTES T6 SECANTS WEST FOR A DISTANCE OF at X FEETTO A SET
1rO AERAR AND CAP BEND LIEN THE EASTERN BOUNDARY OF THE LITTLE ROCK MUkOCEPAL WATER WORKS PBTPEMY DESCRIBED NN
WARRANTY DEED REGORGED N ROCK 1281 PAGE 362, AND TIE'FI:RMNATRON OF BALD EASEMENT. TOGE7FEA MATH ANA S118JECT
TO COYEH.AMTS,EASEMENTS, AND RESMICTIGNS OF RECORD. carp PROPERTY CONYAIN80.97 ACRES MORE COR Nom. AND
FOLLOWS ALONG AN D3STUNG GRAVEL ROAD.
AND ALSO
AN EASEMENT FOR REASONABLE ACCESS, HGAESS AHI] EGRESS AND UTLIITES ACROSS THE AOOVE•NIOTEO E1�iRY3 TOYNER
TFLACT IN THE SOUTHWEST WAITER OF THE SOUTHEAST OWftTER OF SECTOR 16, TOWNSHIP 1 NORTH, RANGE 13 WEST, N THE
CRY OF LRTLE ROM PULARNO COUNTY. ARKMJEAS, A5 DESCRISED M PULASKI COLNNTY OOCUMENI M2M {SIE PAAEHT TRACT),
TO PROTIDE FOR THE PASSAGE OF V81- LE9,PIEDESTRHNS AND UTILITIES BETWEEN THE AGOVE-0ESCNiF1E1 aaSOUM FOOT
AND DOSGUURE FOOT PARCELS AND THE ABOV$OESCRIBFL OO WIDE AND WWIDE EX-EEME ITS WHICH ARE ALSO DESCRIBED IN
FLAA513 COUNTY DOCUMENT 9&226& THIS EASEMENT ISSUBJECT To THE MUM UNPRCVEMEAFTS ON TEE PARENT TRACT.
GENERAL NOTES
1. ALL UNDERGROUND UTILITIES MAY NOT HAVE 6EENSHOWN, ABOVE GROUND FFATURES
HAVE BEEN LOCATED AND SHOWN. UNDERGROVN4 UMITY UNE WMCI HAVE BEEN FLAGGED
BY THEIR RESPECTIVE OWNERS HAVE BEEN SHOWN
2 THIS SURVEY SHALL NOT BE CONSTRUED ASA FULL BOUNDARY SURVEY OFT14E PARENT
TRACT.
3. @ASIS Foe 8F-ARtNCS; THITS DRAWOM IS ROTATED TO ASTRONOMIC NORTH AS
DETERMNNNAI 8Y C.P.S. OBSERVATIONS AND DLFF£RS FROM THE PARENT TRACT
RECORD DESCRIPTIONS AS SHOWN.
4. DOCUMENT5 USED IN THE INDTAL PREPARATION OF THIS SURVEY
- WARRANTY DEED. PINE MANOR TO LITTLE ROCK MUNIOPA-WATER WORMS, FIA? FEBRUARY
2% Ia731N PUUL4T0 COUNTY BOOK 1214, PAGE 967, LARGER TRACT FROM WH K24 THIS PARCEL
ISEMDED.
- SURVEY PLAT• BY RANDY CROSLAND. PLS A N028, CROSLAND JOB 095071152- DATED AUGUST
9, 7895. FOR ore0 COMMUNICATIONS SITE WITHIN THE IRIAM PROPERTY AND ASSOCIATED
EUSEM159MANO
- PART OF TITLE COMMITMENT PREPARED BY BEACH ABSTRACT. BEACH JOB #95-10378, DATED
OCTOBER 12 1995. FOR 40'X60' CDMWMIGTIONS SITE WITHIN THE LRMWW
PROPERTY. AND ASSOCIATED EASEMENTS.
NO OTHER DOCUMENTS WERE PROVIDED FOR, NOR ARE RffE;ENCED ON THIS SURVEY.
I. WE REVIEWED THE RESULTS OF THE CERTIFICATE OF TITLE EXAMINATION PREPARED BY
ROBERTL-BROWN FOR VERQCW WIFEIMS, NOTED AS LTaE FRE 514TIb1, DATED JUNE Zti
2004. THE FOI WRING PUTASLO COUNTY 000E MFNTS FROM THAT CERTIFICATE WERE
PROVIDED:
- BOOK 1234 PAGE 367,
962286.
.9%039957,
-99-039388, (COULD NOT REM)
-2000006313,
21100-035468,
- 2001-025743,
-20(11552 AND
- 2D01-06DE08.
MAPPABLE ELEMENTS FROM THESE DOCUMENTS ARE SHOWN ON THIS DRAWING.
VICINITY MAP:
LINE TABLE
IAC,
UNE
n
BEARING
LENGTHIRILM)
LIN022:f16'E
464,12
FRO" TATO INN IJILE SOCK TO (DDT 04.60 EAST ON COLONEL GLEN ROAD. SITE WILL BE ON HILLTOP ON
!2N83'2
Vrw
5937
L3
H26TLYd51N
29064
CENTER OF EXISTING TOWER
92"23'59.40' WEST LONGITUDE
Le
460.94' (GROUND) NGVD 1929
SSVIWINW
10219
V
357'44'34W
KM
SUpEIM5LON AND THAT THE SAME ARE WITHIN THE FOLLOWING FD.C'I
LS
TOLERANCES:
NSI WZrE
3491
L7
N767132'E
2583
INTEL 0- 63}.
EL.EVATONS ARE BASED ON THE NATIONAL GEODETIC VERTICILL DATUM OF 19M (14GVD
CURVE TABLE
1929).
CURVE
DELTA
CHORD
LENGTH in d 1611 RADIUS
C1
37274&
1 N12i194w 75787'
170.(4'
Maw
C2
531'1!85TLsfi'4s'21
7110.34'
100
C3
$1M V48'
6F42'MAS81'
#841'
IDD.OD
C4
8b- A 4'
NN68`674-0'YY 27-r,78
304M
204 -IS
CS
16*39W
S�27w 8228
8297
266.48
Ce
23'2414•
gs7'Mt5'W e15-7
61.81•
750.78'
07
80'0054•
N14'3927'E35,W
3327'
%48
Ce
66'7BJ3•
NYIi'30'OTE54.W
5'187'
SOW
C9
16,'573:'
N71'i97a'E 54a2s
2,x18
TS -D6
CID
78'5159'
S64^09TCE3'.7rI
3 LT I
2540
LINE TABLE
LINE
BEARING
LENGTH
LBI
N159'4B571E
1&31
Lo
N27 2S'46W
10.03
1-10
N27,W48W
low
1.11
N6zd4Y4'E
3.63
L17
52725465E
10.00
L13
S6224•I4W
3 83
L14
N591485T'E
29.45
Lis
NH2WM441V
14.15
L78
N729;18'44W
ISM
L171
N60'2l'lrE
6.00
L18
S29'3544FE
15.00
LISJ
S60'21'16W
600
VICINITY MAP:
F' o
IAC,
EDS
l
la6eRxk
n
N
SITE DIRECTIONS
FRO" TATO INN IJILE SOCK TO (DDT 04.60 EAST ON COLONEL GLEN ROAD. SITE WILL BE ON HILLTOP ON
NIOSITHSIOE ACCESS ROAD IS TRAVEL ROAD BEUYEEN 1>!ISNE SEZ.
SITE CCD, aF=t E:>I NATES_
DATUM: NAD -03
34'42'53.13' NORTH LATITUDE
CENTER OF EXISTING TOWER
92"23'59.40' WEST LONGITUDE
460.94' (GROUND) NGVD 1929
t HEREBY CERRr^YTO AMERICAN TOWER d VETHtiON MnR1F't ccc THAT THE IATRl1PF
LONCtrLI AND EL.EVATONS SHOWN HEREON WERE OETERMWED FROM AN ACTUAL
SURVEY PERFORMED ON THE GROUND BY CAE OR SY OTHERS IRI9FA MY DIRECT
SUpEIM5LON AND THAT THE SAME ARE WITHIN THE FOLLOWING FD.C'I
TOLERANCES:
HORIZONTAL- PLUS OR MINUS 15 FEET;
VERTICAL- PLUS OR MINUS 3 FEET.
NOTE: LATITUDE AND LONGITUDE ARE BASED ON THE NORTH AMERICAN DATUM OF
INTEL 0- 63}.
EL.EVATONS ARE BASED ON THE NATIONAL GEODETIC VERTICILL DATUM OF 19M (14GVD
1929).
NOTE TKM survey 11as tamed on Nagel Oascr7115ors and 998 work tumisnad by ollmw and does
notmpR rnatWswctL
8Y orf(ARnp I" I and Ngmft-. I DOUSI" C. SharebaHjer, PLS
No. 1385, Mreby o-Hfy Mal MMS drorkq c0R "Y dePIch e
aures)' compiled under EDT wFarr41an-
NOTE: This survey Wes based on legal descriptions and tide work
furnished by others and does not represent a title search.
No portion of the property described hereon lies within the 100 x
year flood plane, according to the Flood Insurance Rate Map, -
panel # 050,RSOOB4 f ,Dated: 70!19/2D01. i
322 North Market Street,
Arkansas
H 0 PE 3 a5-0786 15
PH p
ENGINEERS FAX (501) 315-0700
wwwhaW16n11IlNwm conl
FOR USE AND BENEFIT OF; -
VERiZON WIRELESS
MNI&
10700 COLONEL GLENN RO
UI ROCK. AR 72204
LG£40.
V -1P-
6 :-V-1 P -
41 - Fare M1nh1rY+
41
-3,YKIBM1CC Qp
cSa
r,^ -D- OAM DPAV R
DATE' OTl23rr2 DOA CANOI Rl
Om-rHaan,,,.
t M®vreE
RE315£It Demos -
04 -0548
$VJL r• AS NOTED
500 1 N 13 W O 16 230 50 1368
0
1
/
/
I
1
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f
I
I
I
I
I
I
I
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V
I
1
l
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1
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\
\
EXISTING EQUIPMENT
SHELTER STOOP
-
VERIZONWIRELESS
EST. MAGNEnC TENNESSEEPARTNERSHIP
NORTH
X'XX't 500 WEST DOVE ROAD
SOUTHLAKE, TX 76092
1 . APPROVALS
I
I CARRIER
/ I
/ I EXISTING 30' WIDE LANDLORD
I \\ ACCESS/UTILITY C LEASING
\ EASEMENT
CONSTRUCTION
J / S PROJECT NO:
DRAWN BY: SEW
CHECKED BY: JOE]
APPROVED BY: MDB
eEXISTING GROUND
TEST WELL [iYP]
r
k v r
EXISTING
EQUIPMENT
SHELTER
EXISTING FENCE
EXISTING 40' X 60'
LEASE AREA
Jr.
4,
NEW LESSEE 15' X 6'
EQUIPMENT LEASE AREA
NEW LESSEE COAX
ROUTED INSIDE EXISTING
PORT
L EXISTING 130' MONOPOLE
LAT. 34' 42' 57.78' OHP
LON: -92' 20' 03.23" / OHP
ELEV: 250.81' AMSL
�a OHP
�' OHP
OHP
r/ff/ NEW CONCRETE
PAD EXTENSION
Nt-w LESSEE H -FRAME WITH
LOAD CENTER, TELCO BOX,
METER & ATS
SITE LAYOUT PLAN
SCALE: 3/16' = 1'
EXISTING 3'-10'±x9'-0'±
CONCRETE PAD WITH EXTENSION
AS SHOWN
NEW LESSEE 3'-10"x10'-0'
GENERATOR LEASE AREA
THIS PLAN IS BASED ON A SURVEY BY HOPE
ENGINEERING. CONTRACTOR SHALL FIELD VERIFY
ALL EXISTING CONDITIONS PRIOR TO
COMMENCEMENT OF CONSTRUCTION.
ARKANSAS
►S
�(
�vs�
REGISTERED
PROFESSIONAL
ENGINEER
***
."/P No. 11925,
[HOT VALID WTTHCCPY MGWATURE 6 SEAL}
EXCELL COMMUNICATION, INC.
6247 AMBER HILLS ROAD
BIRMINGHAM, ALABAMA 95173
PHONE: 205.956.0196
FAX: 205.956-!632
COLONEL
GLENN—AR
165781
LrrTLE ROCK BTA
srm DDN
AES
10700-D COLONEL
GLENN RD
LITTLE ROCK, AR 72204
SITE LAYOUT
PLAN
SHEET NNGBEN
01