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HomeMy WebLinkAbout8-96 Minor Mod 1998 Jarrett Bay Boatworks Oversized Plans-- - .e- -- DacX1Nc, a FE'k`i- wre,� rA � I x Gs STRINGERS z9 Sp S (TYP) -9 Ni ICI r p w �� Q' _ _ i--------------- 0 STEEL TANK ROAD --- SITE m� � � - _ -_ _ _ - - - --- _ ----- 1162. - - - 2 - S v n - EIP --- - - - - - a ` 71 ----- --- --- A 4 4 EIP 250 238' O n* 40 AIPPOB-- r m Z ( " 26.01' 19 20 $ o 1.2�A C 05 �, 1 8 AC 1.2 AC Tn cl� SHEER LINE 0 INVESTMENT GROUP LLC BASE OF SUBSTRATL RHUE MB 29 PG 3 76 0' SECTIONC - C' DB 576 PG 71 VICINITY MAP - CORE p /� �e 11 � ' O S B o o �1 x 69 `CORE CREEK MARINE ! SCaI6• 1 2 B 28 S 65 10'12"E CQ - s INDUSTRIAL PARK DIGITIZED FROM AERIAL, NO SCALE 1 i'7 B S8'• 56.00' Wv+;:oNE cENTTR a DIREcroRY to ,� 4 O�' LV UPLANDS z ?y! z BASIN IMPROVEMENTS DETAIL ti �\ FIP b� Scale: 1 "= 50' F CA �1 MARSH N 88^01'02"S 18) i 1 AC y I 41.49' ,& 1.3 AC too.00' JARRETT BAY GROUP,LLC O Ir 42�-.�s• ' \Ct� UPLANDS , \ s W*01 w1w OB 829 PG 86 N o1'oe 5e w S o1°58'5a"N MB 29 PG 333 o, 52 96' - 141.49' .i 88.75' S iz C0 m ` C5 , OE GAB o r o w w o00 EXISTING POWf RWASH BASINj- 4; --_._ AS PER CAMA PERMIT t1 8-% j ¢�- VEGETATION �/ 872.59' -- 1- o� � � N � � a9•o2.38"w Y 4 OFFICE R 5E VICE 3,838 SF+i- DECKING AROUND BUILDING Q If / m LD114G W O II o o O B U I OO SURF ACE NIlk 0 88'90'13"E' -- S 88'90'13"w w 8 � o C,2.2 a, 1.2AC 1.4AC 1.5AC 1.4AC O MBL - 66.00 175 A Z25' 200' Y p o _ --- - - - - tim /O oo o O EXNTICRUSHA5 RUN) _ I _\ - - _---£�1Z4? SENSATION �R,w. PUBLIC - - -_ ` J 6 ` C) � i N60, STING -♦1? \l� rr R Ase STONE �G Y URFSot FxPq O o(►� boy a 7 I q CID fo o N BATHYMETRIC CONTOURS VERTICAL UATUM MEAN SEA LEVEL WQ. ` sugF� nOF \ �i� 24.5 A C (Cq 8 RUN) 785' 27.4 AC L 1 / I EXISTING ABC STONE SURFACE 20.0 AC CURVE DATA CURVE RADIUS TANGENT LENGTH DELTA Dsc "E C-1 340.00' 87.04' 170.41' 28043'04" 1"106' C-2 280.00' 37.09' 73.75' 15°05'29" 20*r 46" C-3 20,00' 8.28' 15.71' 45°00'00" C-4 75.00' 149.14' 185.73' 126`36'17" 76'='40" C-5 340 00' 40.51' 80.63' 13'35'17" 16,51, 6*1 - -- 2387 TIE LINE 05 ' S 60, gO 00,E \del l81 � 9 83, �, \s \2.0 AC \ p \ 392 W j 0 UPI ANUS g o I 5.6 AC / 06 / 16 � Qa 1 o AC g A A.12 i 5 7 2 A(' 0 7.3 AC WHITE HATER o DEVELOPMENT GROUP LLC Q �0 0 374 o � m TRAIN Fr �l +6711 u( / NEW PILINGS EXI pGl eK- AD TB (STAGING a HEO BE ARE 1 UTILIZED F OR STAGING LARGE VESSELS TO h - C U 1c *A t' ENTER THE 20p TO/� 7 TRAVEL La T� Y BA�� EXISTING RAMP EXISTING ABC STONE SURFACE `><K !OVER Qdj fr'MG RIP-R4P) EXISTING HIGH GROUND BASIN - - - EXTENT OF RAVEL SURFACE _-8 RUN) 6.0'MSl 32'7" WIDE w .p _J Q EDw UNDISTURBED BOTTOM 3 w Z SECTION A - A TEMPORARY EARTHEN PLUG TO REMAIN IN ORDER TO /REDUCE SEDIMENT INFLUX AND TURBIDITY DURING CONSTRUCTION Q 7 CT - PILE 200 B, TON TR PROPOSED EXPgN�NLIFT BAY 2,?--)( 110" _ r Q, zv m w ROUND CORNERS 10' RADIUS TYP. MARSH x t3 �o LJ EXISTING ABC STONE SURFACE Ll Scale: 1 "= 20' 110 FEET IN LENGTH 6.0'MSL MEAN SEA LEVEL PROPOSED EXCAVATION = 751 CY w N PROPOSED EXCAVATION 956 CY to w UNDISTURBEI BOTTOM \\�j\ N NEW BOTTOM SLOPES FROM 7' TO 8.25' AT MOUTH OF LIFT BAY, AND CONTINUES TO IT BELOW MEAN SEA LEVEL AT MOUTH OF BASIN z SECTION B - I'' T- I Scale: 1 "= 20' Lj DEG 0 1999 PROPOSED EXPANSION T �I, ;7T EXISTING BASIN _ - @-- --- 110'-- -- --� EXISTMIG GRADE TRAVEL LIFT BAY - - - --- PROPOSE!' -,RADF PROFILE OF BASIN AND PROPOSED TRAVEL LIFT BAY Scale: 1 "= 50' .550, 10 11.7 AC UPIANDS � 4S ` s 011, MARSH 22� 0��� b`5 G gp2 27. S 75015 �7 A 0O2��N, 1' A S C E UPLAND 404 WETLANLK 4t? UPLANDS 1 8.9 AC i II i WETLANDS JJ _� o� MARSH 300.00' S 90100100111I o� o O 00 O o� �o ,� v b0 � 20�� I 0 200 400 7600 GRAPHIC SCALE - FEET 1, 5Tf Vf N D. POWr PS, CERTIFY THAT THIS SURVE Y 1S Of 4A A 1•, TING P4N(- EL OF L 4NO STEKN D. POWERS, CERTIFY THAT THIS PLAT WAS DRAWN UArM N MT SUPERVISION FROM AN A( IU4 SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION R£COROEL' 44 NOOlr tjZ'-jP46E .�._ ( 'HAT TNf .yUUNDARIf S NO T SURVE YED ARE CL E ARL Y INDICATED AS DRAWN FROM IMFORALI r10N F pUA� N e0 t L - ,P4GF } 33 THAT THE RA TKO OF PRE CIS S CIAA rf-D IS . 1(J0C;X)t rHA , '41S PL A - WAS PRFP4fifP IN 4CCORDANC W10 G.S. 30 �D, 07TWSS MY ORHNAWL SIGNATURE REGISTRA NUMB AND rH 1 DAY Of _ec r- _ _ •AD. , 9 IV 571 WA(POWERS L -2994 I FIORD CH.9EARING 168.64' S 35'57'48"E 73.54' S 4e48'35"E 15.31' N 88'59'47"W 134.01' S 88'38'22"II 80.44' S 14'48'37"E LEGEND Ac AIDE 5 ECM - EXISTING COWRETE MONUMENT E W EXISTING ANON AXE UP - EXISTING IRON PIPE EPK- EXISTING PK NM. WF - NOW OR FORME RE Y POB POINT OF BEGINNING SF SOUAN F F. E T 00 R/W RIGHT OF WAY Q� L7 tm �t. W rO W NCCS MONUMENT CAR 81 1992 R_ EFERENCES__ o DB 829 PC 86 - C MB 29 PC 333 0 AREA, ry BY DMD JARRETT BAY CROUP LLC - 27.67 AC+/ 1,205,238 SF+/ - WHITE WATER DEVELOPMENT GROUP LLC - 137.86 AC+/ - SHEER LINE INVESTMENT GROUP LLC - 5.48 AC+ f - TOTAL - 171.01 AC+/- 7,449,143 SF+/ - NO TES: 1) PROPOSED HIGH GROUND EXPANSION IS A DESIGN BASED ON NCDEHNR, NORTH CAROLINA COASTAL MARINAS: WATER QUALITY ASSESSMENT, JANUARY 1990, REPORT NO. 90-01 ALL SETTING AND DESIGN CONSIDERATIONS ARE BASED ON THIS DOCUMENT. DESIGN CONSIDERATIONS A) BASIN DEPTH < ICWW DEPTH. B) BASIN DEPTH INCREASES TOWARD OPEN WATER. C) ROUND/OVAL CORNERS. D) ONF. CENTRAL ENTRANCE. 2) NEW IMPERVIOUS SURFACE TOTALS: A) PARKING-10,602 SF+/- B) BUILDING -- 2,800 SF+/- C) DECK --- - 3,838 SF+/ - AIN U+� f P C] SITE D� A i LEGEND AC - ACRES ECM - EXISTING CONCRETE MOM ENT 0Q4� EW - EXISTING IRON AXNLE EIP - EXISTING IRON PIPE - EPK - EXISTING PK NAB N/F - NOW OR FORMERLY POO - POINT OF BEGINNING SF - SOINRRE FEET R/W - RKRFTT OF WAY VICINITY MAP DIGITIZED FROM AERIAL, NO SCALE CURVE DA TA CURVE RADIUS TANGENT LENGTH DELTA DEGREE CHORD CH.BEARING C-1 75.00' 149.14' 165.73' 126°36'17" 76023'40" 134.01' N 86038'22"E C-2 20.00' 8.28' 15.71' 45000'00" 286028'44" 15.31' S 68059'47"E C-3 280.00' 37.09' 73.75' 15005'29" 20027'46" 73.54' N 42046'35"W C-4 340.00' 131.56' 251.05' 42°18'21" 16051'06" 245.38' N 29010'09"W NOTES: 1) TOTAL AREA 137.86 AC+/- 2) NUMBER OF LOTS - 16 3) AVERAGE LOT SIZE - 8.29 AC+/- 4) ZONE - INDUSTRIAL WAREHOUSE 5) MINIMUM BUILDING LINES: FRONT = 50' SIDE = 20' REAR = 30' 6) ALL LOTS TO BE SERVED BY CENTRAL WATER AND SEWER, CARTERET COUNTY AND TOWN OF BEAUFORT. 7) ALL WATERFRONT LOTS SHALL BE SUBJECT TO A 75'AEC FROM SHORELINE, 8) 2,900 LF OF STREETS. 9) ALL UTLILITIES SHALL BE UNDERGROUND. 10) THERE SHALL BE A UTILITY EASEMENT 5 FEET ALONG THE FRONT OF EACH LOT FOR CARTERET CRAVEN EMC. 1, STEVEN D. POWRS, C£RTFY 7HAT TW SURVEY CREATES A SUBD/MISAaN OIL LAND WITHIN ny THE AREA OF CAR7ERET COUNTY IHfAGH HAS AN ORDINANCE THAT REGGCA7ES PARCELS OF LAND. t �R I, STEVEN D. POWft CERWY 7MAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION, FROM AN ACTUAL SURVEY �J MADE UAVER MY .S`4PfRV78IOV (DEED DESCRIP77ON RECORDED IN BOAS( ____,PAGE ----), THAT THE BOUNDARE'S NOT SURYE7£D ARE CLEARL Y AAVACA TED AS DRAWN FROM INFORMATION FO WV IN BOOK __,PAGE rhAT TW RAW OF PRECISA:W AS CALCLLATED /S I: _; THAT THIS PLAT WAS PREPARED IN ACCORDANCE WTH', G.S. 47-30 AS AAN MXD. WITNESS MY ORIGINAL SIGNATURE, r , REGISTR4r 7W Nt*WR AAND SEAL THIS DAY OF ___—_-- AD., 19 ((�'��.�I �'3 V 57EVEN 0. PONERS L -2994 v STATE OF AAL7R7H CARah%W �+ 0 COUNTY aF � REVILFW OFFICER AF R—_—___---_— COUNTY, CER7FY TIGHT THE MAP OR PLAT TO NHACH Pa CERTAF7C417OW 6 ORWD MEETS ALL STATUTORY A7F0"WSi1E'NT5 FOR RECORDING: 4 1 REVNEW A°77CER DATE—._� 9 a 1�1 , 1 b I � I I � l I 1 1 1 _—_------ -----� �- 4R 1162, STEEL TANK ROAD TYPICAL STREET SECTION Scale: 1 "= 20' 60'R/W t 4 PER FT 12:1 4.1 4p -�B S"CABC 1 1/2" 1-2 ASPHALT TIE LINE r 0 v r a 0 AREA BY DMD 6,005,076 SF+i- 137.86 AC+i- IEFERENCES 08 829 PG 86 MB 29 PG 333 M8 29 PG 374 M8 29 PG 376 NCGS MONUMENT CAR 81 - 1992 1� Fill I No r r,4 V W W SEP Z 35 699 PRELIMINARY PLAT FOR JARRETT -BAY TD US TRIAL PARK SOUTH COUNTY: CARTERET I STATE: NORTH CAROL 1 NA )UP LLC, MASON COX AGENT DATE: 8i20i98 SCALE: 1* - 200' STREET PROJECT: 98001 JOB: 98001 MOREHEAD CITY, NC 28557 TAX PARCEL 63990452 9248,5747: 532065 PHONE: 252-728-2690 FLOOD ZONE: ZONE A8 EL 8.0' 370043 0520 C 8/19/85 ATLANTIC COAST PROFESSIONAL SURVEYING, P.A. OFFICE: 252-728-2202 PO BOX 261, HARKERS ISLAND NC 28531 FAX: 252-728-5140 ZLZt cri Cli d .s _ C-1'co 4b lb s O _ : o v �2 _ .00-o _ jr..oa.szeto 9 . _