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HomeMy WebLinkAbout108-10 OVERSIZE PLANSI, JOHNNY J. WILLIAMS, PROFESSIONAL LAND SURVEYOR, CERTI THIS MAP WAS PREPARED UNDER MY SUPERVISION FROM AN SURVEY MADE UNDER MY SUPERVISION COMPLETED ON FROM REFERENCES AS SHOWN HEREON; THAT BOUNDARIES N TH' CTUA 07 SURVEYED ARE NOTED AS SUCH AND PLOTTED FROM REFEREN S AS SHOWN HEREON; THAT THIS GPS SURVEY WAS PERFORM TO SECOND ORDER CLASS 9 FGCC SPECIFICATIONS; THAI' GPS nlD PROCEDURES AND COORDINATES WERE OBTAINED BY NCGS RTI NETWORK ADJUSTMENTS; THAT THIS GPS SURVEY WAS PERF EC USING TRIMBLE SURVEY GRADE GPS UNITS; THAT ALL COORD HATE ARE BASED ON N.C. GRID NORTH (NAD 1983 2007 ADJUSTMENT); THAT ALL DATA OBTAINED WITH GPS METHODS AS WELL AS CONVENTIONAL METHODS ARE IN ACCORDANCE WITH A CLASS SURVEY AS DEFINED BY TITLE 21, CHAPTER 56, SECTION .1600 OF THE N.C. ADMINISTRATIVE CODE; THAT THIS MAP WAS PREPARED IN ACCORDANCE WITH G.S. 47-30 AS AMENDED. WITNESS MY ORIGINAL SIGNATURE, REGISTRATION NUMBER, AND SE, THIS11-_DAY OFF r! _, 200 JOH J. WI R L. S. , L- 3170o \ c / .611 •4 * ; L-317 I, JOHNNY J. WILLIAMS, PROFESSIONAL LAND SURVEYOR, CERTIFY THAT THIS MAP REPRESENTS A SURVEY OF AN EXISTING PARCEL OF LAND AND DOES NOT CREATE A NEW STREET OR CHANGE AN EXISTING STREET AND IS THEREFORE AN EXCEPTION TO THE DEFINITION OF A SUBDIVISION. JOH J. WI P.L.S., L-3170 /ems DETAIL A ��\\1111111/�� H E A,? / i 'ESS' 0l///i ` C3 /0 • i • A/C UNIT \ ELECTRIC SERVICE _ - Q SEAL 1• - ` / a x 6 - - L-3170 3z,: = / ELEVATED PI_A1cOR?A "• y /iOy'O •t:C� \ r✓ CONC. 3.9' X 9.5 STEPS `Si1 R`1�y P ' 3.0' X 9.0' SnREnc�- STEPS I Q 11 t I ` TM�CE N0� 3N1 (E I I t t' I PINEY CREEK LEGEND: EIP - EXISTING IRON PIPE EIS - EXISTING IRON STAKE. ISS - IRON STAKE SET MNS MAG NAIL SET SSS = SURVEY SPIKE SET AG - TOP ABOVE GROUND SURFACE BG = TOP BELOW GROUND SURFACE R/W = RIGHT-OF-WAY E = CENTERLINE [ - PROPERTY LINE NCGS NORTH CAROLINA GEODETIC SURVEY MBL MINIMUM BUILDING LINE Z J EXISTINGI CEDAR POST tD 4.0' X 9.0' I LANDING / 27.9' 4.0' X 6.6' / � STEPS / \ \ 9.8° x 26.4° / COHERED PORCH fit\` J',/ �... - - I WCHAEL P. BRAD`! DEED Fi00K 800, PAGE 13 LOT 47, BLOCK H CARTERET COUNTY NORTH CA►ROLINA THIS MAP WAS FILED FOR REGISTRATION AT i O'CLOCK . M. ON THIS THE DAY OF , 2008 . REGISTERED IN MAP BOOK PAGE REGISTER OF DEEDS MAP BOOK 16, PAGE 54 THIS HOME IS LOCATED WITHIN i LAMA MEAN HIGH WATER I THE 575' ORW � I ' CAMA AFC LINE LINE AS DELINEATED BY 30LINE SEPTIC TaNK I LOCAL CAMA OFFICIAL a UPLANDS � a/c LD UNIT � PO( KET C` UPLANDS 4' X 8 DRPPROXI AT I I I ' POCKET "B" PLATFORM W 1 /2" EIP � I 2" BG 4 4 mac/ / DRIVEWAY / /A RETAII All, WALL mfTER wA7ER N 1'2'23'06" W A-77, 76' SEE®I vat I DETAIL A UPUNDS 1 /2" EIP UPLANDS 27.9' X POCKET "A" 2' qC, 60.1' 1 POCKET "E" HOME ON SITE MD+CHWARK EDIWARD HALL PILINGS mEv - 10, REED BOCK 63C, PAGE 306 SSS IN 24" TREE I 1 LOT 45, 9LOCK H S 60.25'25" w 159.47• TO THE CENTER OF A FIRE MAP BOOK '6, PAGE 54 HYDRANT (207J, THENCE S 82.45'18' w 248.52' I ' TO AN E►IN (200) AT TW CEHTERLNE NTERSEC OF CANAL DRIVE `MTH LEE ST, I fl 1) THE PROPERTY SHOWN HEREON IS LOCATED WITHIN A SPECM4L 100 YEAR FLOOD HAZARD AREA, ZONE AE, (BFE-8)1 ACCORDING TO FL-000 INSURANCE RATE MAP NO. 3720533400J DATED JULY 16, 2003. 2) ALL N.C.; GRID DATA SHOWN HEREON IS BASED ON NAD 1983 2007 ADJUSTMENT USING THE NCGS RTK NETWORK SYSTEM. 3) ALL DISTiANCES SHOWN HEREON ARE HORIZONTAL GROUND DIS7AN S UNLESS OTHERWISE NOTED. 4) COMBINE GRID FACTOR = 0.999923931 5) THE A9(1VE SHOWN MAINTENANCE EASEMENT WAS �. .�•, rte°.... ♦ ♦ .... �r.rr.r M..r r, r,v r♦ rr ri ,ii i inr JOHNNY;J. WILLIAMS LAND SURVEYING, 6) ALL ELEVATIONS SHOWN HEREON ARE BASED ON NAVO 1988. 7) THE IlRoPERTY SHOWN HEREON IS LOCATED WITHIN THE 575' CAMS ORW LINE. 8) WETLANDS DEUNEATION SHOWN HEREON WAS TAKEN FROM DEUNEA ON PROVIDED BY OWNER'S AGENT. REVISED: 02/06/09 - UPDATED TO PHYSICAL - BGT REVISED: 09/15/08 - ADDFO .AEC UNE - BGT REVISED: 08/04/08 - REMOVED AREA TO BE FILLED - BGT REVISED: 07/30/08 - REMOVED POCKET D -- 8GT REVISED: 06/20/08 - ADDED WETLANDS AND CAMA LINES - IIGT REVISED: 2/15/08 - ADDED DECK AND IMPERVIOUS CALCULATI S - JJW REVISED: 1/23/08 - CHANGED DRAIN FIELD AND LOCATION OF HOUSE - 8GT REVISED: 1/09/08 - CHANGED LOCATION OF HOUSE - BGT REVISED: 2/06/09 - FINAL PLOT PLAN GRID TIES AND CUOfZ INA EIP NO. 204 - NCR7 = 340,054.8020 EAST 2,594,361,74-67 EIP NO. 205 - NOPIN = 340,081.6794 EAST = 2,594,483.9014 SITE CALCU TIOP S, AREA OF TOTAL TRACT = 60,520 SQUARE FEET ALL MARSH AREA WILL REMAIN AS NATURAL NATURAL AREA = 4360C SQ. FT. OR 72% IMPERVIOUS AREA = 3000 SQUARE FEET OR 4.9% AREA OF HOUSE IN WETLANDS = 820 SQUARE FEET AREA OF PORCH IN WE'l-ANDS = 150 SQUARE FEET AREA OF DECK IN WETLANDS = 540 SQUARE FEET TOTAL AREA OF WETLANDS = 1.13 ACRES HOUSE IS TO BE BUILT ON PILINGS AND THEREFORE NO WETLANDS WILL BE FILLED. REFERENCES: DEED BOOK 1248, PAGE '195 LOT 46, BLOCK H MAP BOOK 16, PAGE 54 uscx to w I a 1 VICINITY SKETCH ( NOT TO SCALE ) POINT BEARINGS LENGTH POINT AA S 26'47'47" E 52.58 At Al S 70'14'5" 8.17 A2 A2 S 6 4' 5" E 10.36 A3 A3 S 8Z34*�g" E 11.41 A4 A4 N 3 '26' 7" 18.53 A5 A5 N 13'18'0 " W 25.90 A6 A6 N 30' 7'53" E 23.64 A7 A7 N 51"32'18" E 20.96 A8 A8 1' 19.12 A9 Ag 14.16 A10 A10 N 73"38'53" E 4.80 All POINT BEARINGS LENGTH POINT B1 N 33'56'36" W 27.09 B2 B2 N 33'58'34" W 17.00 B3 B3 N 00.07'46" W 12.24 84 B4 N 41'23'25" E 16.76 B5 B5 S 12'27'54" E 62.87 B1 PAEiCET Oe POINT BEARINGS LENGTH POINT Ci S 66.46'55" W 14.65 C2 C2 S 87'2 '35" W 15.31 C3 C3 N 71'4 '1 " W 60.92 C4 C4 S 81*4`'29" E 1 87.52 C1 `"J • • . POINT If BEARINGS LENGTH POINT If E1 N 1 '06" W 34.13 E2 E2 S 60*59*13" W 33.31 E3 E3 N 23'3914" W 16.76 E4 E4 N 02'46'29" E 25.32 E5 E5 N 16*18'16" E 13.00 E6 E6 N 89"46'16" E 20.26 E7 E7 S 42'30'26" E 5.03 E1 RECEIVED APR 5 2010 Morehead Ca4r Dcm PHYSICAL SURVEY FOR: KEY : _ .A�.ZX�iN.,l).L�'�R' 6VZBffRT TO `St NOW 0` LfiVOrR 6!1.LBP)?T (�T� m 40H wLi )Da\a AND WIFE. 1��1�11"I�" ��!"1®A•III INDIVIDUAL TRACT ON CANAL DRIVE LOT 46, BLOCK H, SECTION 3 ARCHERS POINT SUBDIVISION WI -II TE OAK TOWNSHIP, CARTERET COUNTY, N.C. ' loo DATE: DECEM�;ER 20, 2007 5025' o So SCALE: �1_•1 P.O. BOX 778, BEULAVILLE , N.C. 28518 PROJECT: oiLelOtT, ALE►cu+DER_1207-caNai DR PHONE: 910-298-8272 FAX: 910-298-2310 FILE HAW OR -A E02M EMAIL JWILLIAMSOJWSURVEY.COM TDS FILE- GILALE1207