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10 <br /> / LINE TABLE N CAR�< <br /> d �O QAp4 E551 ON4 �. <br /> A � LINE BEARING DISTANCE C 9 <br /> X00 <br /> '07'W 120,00 <br /> 'Y"N L2 wx47'C3'E 160.00 - SEAL - <br /> 0�(EPo S742'07E 120.60 = L-3729 <br /> L4 S12'17'53'W 160.00' <br /> L5 N77'42'07" 40.00' C p <br /> P Oh 6' EQ <br /> S'( P�t��Sl d L6 N12.17'53"E 61.17'L7 N56-54 39"W T <br /> V <br /> \� PBC �GQG_ w / L9 sas•1z'36" 4ao.0aa ea OgRRELL�P <br /> �0eo'VPCT �11 /� <br /> a VP�V��`EP Q2VQV0 /� IPE PIPE W/NAIL SET L10 N0.0'47'05" 31560 R <br /> L11 N51'0055"E 40.02' HEREBY CERTIFY THAT THIS MAP IS CORRECT AND WAS DRAWN UNDER MY <br /> L12 S40'47'05'E 274.34' <br /> DIRECT SUPERVISION_ANY VISIBLE ENCROACHMENTS ARE SHOWN HEREON. <br /> L13 N49'7236Q 53.88' <br /> 18"RCP H1H Q L14 N86"16'38"E 481.96' At DATE:03/25/2025 <br /> INV:697] L15 S56'5439'E 333.36' <br /> \ 24°CPP G.NTAYLOR,NORTH CAROLINA PRO ZONAL LAND SURVEYOR#L-3729 <br /> \' INV:695.4 L16 S77'4208E 29.58' POINTT TOTO P POINT LAND SURVEYORS,INC. <br /> LI7 N40'4241W 274.03' <br /> THIS MAP MAY NOT BE A CER SURVEY AND HAS NOT BEEN REVIEWED BY A <br /> L18 N51 0055"E 20.00' LOCAL GOVERNMENT AGENCY FOROR COMPLIANCE WITH ANY APPLICABLE LAND <br /> COMPLIANCE <br /> � NV-6 55 P' J�.\� L19 S40'4248'E 252.08' DEVELOPMENT REGULATIONS AND HAS NOT BEEN REVIEWED FOR COMPLIANCE WITH <br /> INV 6955 G \ m, <br /> L20 540 42 40"E 21.37' RECORDING REQUIREMENTS FOR PLATS. <br /> 18"RCP fA 1 ���V"+� L21 S49'1236" 20.00 <br /> INV:697.4 PR \9 *SPECIFIC PURPOSE SURVEY PREPARED BY: <br /> 51GN <br /> HN SPEED E. , <br /> IPF 1"OTP VP� • <br /> 20' UTILITY EASEMENT <br /> + Q (RIGHTS TO BE ALYlUIRED) _______ _ P2P <br /> x $cV <br /> CONCRETE \ 40' ACCESSISLAND NTUTILITY <br /> *` (RIGHTS i0 BE ACQUIRED) <br /> 0 0 <br /> F <br /> 6 _ <br /> / <br /> Al <br /> / \ \\ Sd P6, O,9 \\ P OPE LINE __— <br /> 4 / , <br /> o -� "ar i A F <br /> CONCNISLAND g� \AV '\� T� \V A � 11 -�W� ' ' i 1 <br /> _ d � Firm License Number: C-4145 <br /> _— _ <br /> ES T 0 00 Governors Trace, ate 10 <br /> e — _-_ Peachtree City, GA 0269 <br /> - x -X =' -69� (p) 678.565.4440 (f) 678.565.4497 (w) p2pls.com <br /> 60� 69 <br /> SPECIFIC PURPOSE SURVEY PREPARED FOR: <br /> — <br /> L4N,--_ ---_� <br /> v\ ----- <br /> PER 101 PG 85 <br /> Be — — _ \ _—�_l •,/�•TrCo <br /> PER Be PC 134 — � Aw/� o�x eYV lr <br /> 9 a1 k TOWERCO IV HOLDINGS,LLC <br /> 5000 V LLEYSTONE DRIVE SUITE 200 GARY NO 27519 <br /> KENION RD <br /> SITE NO. NCO326 <br /> t SWELL X CEDAR GROVE TOWNSHIP, <br /> ORANGE COUNTY,NORTH CAROLINA <br /> GAT <br /> LEGEND \ <br /> PoB POINr OF BEGINNING <br /> MC POINr OF COMMENCEMENT DETAIL VIEW - <br /> IPF IRON PIN FOUNR <br /> RB REBA4 <br /> OM OPEN TOP PIPE <br /> INV IN Fr <br /> EP EDGE OG PAW.511 A <br /> BC BACK OF CURB BASE POINT* <br /> W OVERHEAR UTWir <br /> `N <br /> CPP CORRUGATE)CLICHE PIPE <br /> RCP REINFORCE)CONCRETE PIPE <br /> CLF CHAIN LINK FENCE 30 0 60 120 <br /> HH HANOHOLE <br /> CA <br /> NONwCRaER EFPAUR <br /> LE <br /> r GRAPHICSCA ( 17R <br /> --my S : . 6' 1hU <br /> • <br /> SEWER CLEAN our N0. DATE REVISION <br /> %� eOLIARO e,0.F �x DRAWN BY:REE SHEET: <br /> UTILITY LEGEND . x x, x 1. 1 31 25 0 UTI SMT CHECKED BY:JKL ^ <br /> ❑T <br /> TELCO PEDESTAL i 2 3 25 JJ o <br /> eu—OVERHEAD UillJtt LINE OO'RIP <br /> unury POLE —io u RcRaurvo e RR Ic'uN ARIAN BUFFER 25 0 E' SHIFT APPROVED:D.MILLER <br /> GUY WIRE ANCH0.P —E—:: UNOERGROUNR CAS LINE <br /> (- ucHT POLE s uNBERGRourvR SLWER uNE DATE:JANUARY 14,2025 <br /> E—UNOERGRRry1..L RRII LINE o <br /> eENcnuARxLUG-1ui"rrk°iro rtROl>°Rr.realuRLuR,n w P2P JOB ;241524NC OF 4 <br /> SURVEY NOT VALID WITHOUT ALL SHEETSW <br />