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HomeMy WebLinkAboutNCC222676_Site Plan or Location Map_20220725LEGEND CMS - CONCRETE MONUMENT SET ECS - EXISTING COTTON SPINDLE ECM - EXISTING CONCRETE MONUMENT CSS - COTTON SPINDLE SET EIP - EXISTING IRON PIPE D - DRAINAGE EIS - EXISTING RON STAKE G - GAS LINE ERB - EXISTING REBAR S - SANITARY SEWER ECS - EXISTING COTTON SPIKE W _ WATER EPK - EXISTING PK NAIL EN - EXISTING NAIL E -ELECTRIC ERS - EXISTING RAILROAD SPIKE T - TELEPHONE IPS - IRON PIPE SET FH - FIRE HYDRANT ISS - IRON STAKE SET WM - WATER METER RSS - RAILROAD SPIKE SET NS - NAIL SET WV _WATER VALVE PKS - PK OR MAG. NAIL SET CO - SEWER CLEANOUT R/W - RIGHT OF WAY TP - TELEPHONE PEDESTAL CL - CENTERLINE UP - UTILITY POLE B.M. - BOOK OF MAPS EL - ELEVATION P.B. - PLAT BOOK MH - MANHOLE M.B. - MAP BOOK BC - BACK OF CURB D.B. - DEED BOOK HVAC - HEAT/AC UNIT SB - SET BACK CP - COMPUTED POINT EP - EDGE PAVEMENT NCGS - NORTH CAROLINA GEODETIC SURVEY NOTES AREA BY COORDINATES. THIS PROPERTY IS NOT LOCATED IN A FEMA MAPPED FLOOD HAZARD AREA. FEMA MAP # 3720060600K; ZONE X; EFF. DATE 2/2/2007. SUBJECT TO ABOVE AND OR UNDERGROUND UTILITIES AND OR EASEMENTS. REFERENCES D.B. 292 PG. 147 D.B. 513 PG. 487 D.B. 1569 PG. 280 D.B. 2118 PG. 673 D.B. 908 PG. 714 P.S. 2016 PG. 27 P.S. 2006 PG. 272 P.S. 2010 PG. 82 P.S. 2001 PG. 466 UNRECORDED MAPS SHEARON HARRIS NUCLEAR POWER PLANT L-D-2841 L-D-2842 L-D-2850 OTHERS AS SHOWN TIE LINE .. ITAC 27 LLC S 89°24'22"W 134.13' N 89° 14'57"E 92.58' N 86•3 m US HWY 1 HARRIS NC GRID COORDINATES D.B. 908 PG. 583 // 359E o N - 676,274.38 P.S. 1001 PG. 466 / ISS �y LAKE 3 ENAD \ EIP / EIP EIP S Cyq CO 803(2012B) EXIST. I GATE \ 439.76'AXLE N 86°55 '01 "E ECM CAP DUKE ENERG 69. ,3 s38., S 04°31 07 W Q z 0 SITE CRIMPED N 86'55'52"E ' 674.79' D.B. 369 PG. 554 t�, 2 lVgk 81-49, F ISS 13.30 0 EIP 242.66' ISS 73.8 123.23 I �� Cy F CO .- NCSR 1924LNCSR COLONIAL GAS PIPELINE �' CR rn cr '� `1' p NIA, �ON�' EIP C C�/IVTz DUKE ENERGY D.B. 369 PG. 554 v�? APPX. 50' R/W �_ �^ 1912 \ ppEIP L- 6 ISS NC2 EIP S CO 69•S2S VICINITY MAP (no scale) HOUSE INSET (not to scale) ° PROPOSED HOME ti '1ti s• hk > '6' �•o •o?sue 1� 0 `* oo•00 24.67- 00 0 6.29' N \� o A h O PROPOSED GARAGE So. PROPOSED PLAN FOR C & nI PROPERTIES OF FUQUAY-VARINA DEED BOOK 2165 PAGE 402 PLAT SLIDE 2021 - 39 AKPAR # 94710 CAPE FEAR TOWNSHIP - CHATHAM COUNTY BUCKHORN TOWNSHIP - WAKE COUNTY CHATHAM & WAKE COUNTY - NORTH CAROLINA SCALE : 1 " = 200' - JANUARY 4, 2021 200 0 200 400 600 GRAPHIC SCALE - FEET BENTON W. DEWAR AND ASSOCIATES PROFESSIONAL LAND SURVEYOR 5920 HONEYCUTT ROAD HOLLY SPRINGS, NC 27540 PH. # (919)-552-9813 I, BENTON W. DEWAR, PROFESSIONAL LAND SURVEYOR NO. L-3040, CERTIFY: THAT THE SURVEY IS OF AN EXISTING PARCEL OR PARCELS OF LAND OR ONE OR MORE EXISTING EASEMENTS AND DOES NOT CREATE A NEW STREET OR CHANGE AN EXISTING STREET. FOR THE PURPOSES OF THIS SUBSECTION, AN "EXISTING PARCEL" OR "EXISTING EASEMENT" IS AN AREA OF LAND DESCRIBED IN A SINGLE, LEGAL DESCRIPTION OF LEGALLY RECORDED SUBDIVISION THAT HAS BEEN OR MAY BE LEGALLY CONVEYED TO A NEW OWNER BY DEED IN IT'S EXISTING CONFIGURATION. BENTON W. DEWAR NCPLS 3040 I, BENTON W. DEWAR, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION DEED BOOK 2165PAGE _2165_ MAP #_2021___ PAGE_39___; THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM INFORMATION FOUND IN DEED MAP BOOK ______ PAGE ______; THAT THE RATIO OF PRECISION OR POSITIONAL ACCURACY AS CALCULATED IS 1 _ 10,000+ ___; THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH G.S. 47-30 AS AMMENDED. WITNESS MY ORIGINAL SIGNATRUE, LICENSE NUMBER AND SEAL THIS 4th- DAY OF _JANUARY_____, A.D. 20 22-- '\ EIP �\ 3p� 02' F EIP 414.8' PROPOSED r'O \ HOME 224.6' EIP \ S 05°51'42"W MANHOLE 180.81' \ OVERHEAD WIRES POND ISS ie�EIP -- pX. qA 1$A\ N 54° 10'27"E CO�IV7), PROPOSED 1 ��� TIE LINE \ \ �Q TOWN OF CARY & APEX GARAGE EIP g EFFLUENT OUTFALL PIPELINE EASEMENT 5 \ D.B. 1584 PG. 642 STING \ j DRIVE 248.3' DUKE ENERGY EIP a? D.B. 369 PG. 549 \ ! J 00 N� 50.69 ACRES o In- o \jam TO ROAD R/W �`� o� 56,q N 43 U) 6! EIP EIP 314.73' 8 ,0 �s�, 1 N 87°55'43"W EIS N 87°47'37"W 56.52' JAMES & REBECCA HUNT D.B. 20891 PG. 889 P.S. 2006 PG. 27 N 87°56' 18"W 203.84' LINE CALL TABLE COURSE BEARING DISTANCE L-1 N 24°43'23"W 152.64' L-2 N 25°26' 17"W 1 15.15' L-3 N 25°20'39"W 144.75' L-4 N 27°54' 13"W 75.43' L-5 S 23° 1 1 '04"W 137.25' L-6 N 85°31'46"E 248.54' L-7 S 38°07'53"E 207.20' L-8 N 19°40'53"E 152.50' L-9 S 38°45' 15"E 88.12' L-10 S 38°35'44"E 144.58' L-11 S 38°45'05"E 296.29' L-12 S 38°41'55"E 297.96' L-13 S 38°28'42"E 293.00' L-14 S 38°22'02"E 287.97' L-15 S 37°39'03"E 305.31' L-16 N 38°59'52"W 363.41' L-17 N 38°22'02"W 287.70' L-18 N 38°28'42"W 293.18' L-19 N 38°41'55"W 298.10' L-20 N 38°45'05"W 296.23' L-21 N 38°35'44"W 144.58' L-22 N 38°45'15"W 45.11' 4�0 CARpr''': X ` L-3040 X '� �•• ly�O SURW. VEy�� : • �` EIP S ,0 2s 3,,,IV C�dJ, sO 0 ��. EIP EIP �'5 EIP NQ) DUKE ENERGY \ GJ� Dc(:) D.B. 369 PG. 549 \\ EIP ECM \\\ 128 8 5746„E SH 357 \\\S 69 0`36' EIP N 7 4.31, c\i o 23 ti 14.75 v) v'\\�� c/) sz. \\r? EIP ORp \\"O. 0) CJ o CAP J O EIP 2 EIP m 06 S 65°21'25"E c9�� 159.08, c' O`9 \\� EIP ®/ ISS \\ ECM SH 358 \\ \\U� � o Ln N�\N 0 0 N \\�1 N O \\SOLD BUCKHORN ROAD ISS co \\ S 83•28 18 E \\ (ABANDONED) S 29°40'45"W \\EIP 553.58' EIP 0 88.78 g 1 2�1 W EIP S ,618'37 � S d� DUKE ENERGY JAMES E. POLLARD EIP D.B. 369 PG. 549 D.B. 379 PG. 594 s� P.S. 2016 PG. 27 N � EIP c-) S 85°41'19"E 1.35' � EIP ISS 792.30' EIP 1W S 87°54'04"W TOWN OF CARY & APEX EFFLUENT OUTFALL PIPELINE EASEMENT D.B. 1584 PG. 643 ncn DUKE ENERGY EIPs rj ^cv D.B. 361 PG. 82 C\1 ro sz. O O c6 N O� o F O <� EIP V) EIP < Nc, EIP ti�`L5 BENTON W. DEWAR, NCPLS - 3040 El 20-108L AUSLEYC\14A\600