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HomeMy WebLinkAbout8-96 Minor Mod 1998 Jarrett Bay Boatworks Inc. Oversized PlansVICINITY MAP (N.T.S.) SITE DATA: EIP - z --------- -� t ---------- -------t t t EIP Z (D (Dq t - - 1 i it I t t , SHEER L INE INVESTMENT GROUP LLC MB 29 PG 376 t ! N/F RHUE DB 576 PG 71 9 = �''•/ S �` CORE CREEK MARINE \`� t t INDUSTRIAL PARK `\ t WELCOME CENTER & DIRECTORY ` 1 vt , % •'$, � 1 lie \ PAVED PARKING AREA \`\♦ of / UPLANDS 1� ,,co � \ — I NTRACOASTAL WATERWAY — r cum / i �E �' ! EXISTING �0. �\ TOTAL TRACT AREA = 1,205,218.08 SF (27.668 AC) EXISTING IMPERVIOUS AREA = 734,465.16 SF (16.861 '.C) ADDITIONAL IMPERVIOUS AREA = 3,696.00 SF FOR NEW BUILDING 'ADDITIONAL IMPERVIOUS AREA = 12,788.00 SF FOR NEW PARKING/DRIVE TOTAL = GRAVEL TO BE REMOVED AND SEEDED = ADJUSTED TOTAL IMPERVIOUS = -AREA ON —SITE LAMA SITE DATA: 16.484.00 SF 17,625.00 SF 733,324.16 SF (16.835 AC) AREA W/IN 75' AEC = 123,864 SF EXISTING IMPERVIOUS = 70,751 SF AREA W/ I N 75' AEC IMPERVIOUS AREA TO BE = 6,330 SF REMOVED IN 30' BUFFER IMPERVIOUS AREA TO = 14,993 SF (INCLUDES AREA W/IN BE REMOVED FROM 75' AEC 30' BUFFER) PROPOSED IMPERVIOUS = 791 SF W/IN 75' AEC NET DECREASE IN IMPERVIOUS = 14.202 SF AREA W/IN 75' AEC NOTES: 1. INFORMATION ON THIS MAP WAS TAKEN FROM MAP PROVIDED BY ATLANTIC COAST PROFESSIONAL SURVEYING ENTILTED: JARRETT BAY GROUP LLC, CORE CREEK PROJECT, BEAUFORT N.C. DATED: OCTOBER 15, 1998. 2. PREVIOUSLY PERMITTED UNDER SW8 980409 DATED DECEMBER 8, 1998 UNDER THE REDEVELOPMENT RULES. 3. TRACT LOCATED WITHIN ZONE AE (EL 7) TAKEN FROM FIRM PANEL 6388. MAP NUMBER 3720638800J, DATED JULY 16, 2003. SHEET 1 OF 2 PROJECT NO. PM-907 FILE: 907/NEWBUILDING.DGN STRUCTURES F \ / UPLANDS 1 l I LING \ J ! 1 ( STRUCTURES 1.49 I ! 1 N=10 10. 2 7 \ 01 S $$•D1'a2"eA ! ! \ E-2 51.61 ` \ EXISTING GRAVEL TO f / I ! JARRETT BAY � GROUP.LLC ..� \ 13E REMOVED AND SEEDED S` _ , U 10p,(! \ 12632 SF) .,,,/ i W I DB 829 PG 86 Al�'�.., / �` f ,,1 ,- { MB 29 PG 333 E�t73s.eo \\ r F r OD m o I i N-$63 94 ~ 1� 02w 141.49 i EXISTING 1 \ % 7. rir 4 [ ! STRUCTURES EXISTING -� STRUCTURES EXTENTOF /� t/ " 1 GRAVEL SURFACE (CRUSH d R I w_ _ - -- - .----_ _ ..- - --- '� w�-`�_-,_-- Y ___ __________ ______ ---- _------_—__---__—__---- _� _ u i� (CRUT AF GRAVEL S11RfAGE� / EXISTING GRAVEL TO CS % rf �'/ tRUH 8 RUN} �,-""'j'•^+-.�� / sq„'�' I , ° ° ! BE REMOVED AND SEEDED k , 1 t t J (14993 SF) / N-695. 35 Q6 j 4. ®�* Z F / S 88.30' 13'W 800.00' ( t ' f 1 I I � // � . � fig t /� � � ! �'' - ' ✓' � I -. ,�r�,, ^.-^l^ l , I N30, IBS 14-08.64 % ► �,, , 1 1 r 2 / E-1346.7 F-1156.8 R8 SSE 16 ) - , 1 0 r ' N 89•02'36"w 672.59' m 01- 4 ( EXTENT OF GRAVEL SURFACE (CRUSH d RUN) 1 ------ 55.80'— — — — — — — — — -- L------- L — — — — — — — — — — — —J -------1---- 88'30'13"E [� 12 4 �. _ SENSATION WEIGH, 60'R/W, PUBLIC 9 1 s Et° ---------- ---'-_—_-------_-•—_-----_--__......------------------.��.___--__--__--__.�--.. �-— SITE PLAN JARRET BEAUFORT TOWc CLIENT: JARRET B) ADDRESS: 530 SENS) BEAUFORT 'I N CAR SOP;, E .... ,a�i �i�` PHONE : (2 5 2) 7 2 F 100' 50' 0 100' 200 ` oy.q SEAL STR®UD EN • 13343 - • 151A HIGHWAY SCALE: 1 — y � 100' •.;i'� <_..• M. = :F �.• Q.'` MOREHEAD CITE 9` .••!NE,,. �'`�``�• J47- 7479� LEGEND GRAVEL TO BE REMOVED AND SEEDED L " - MARSH AEC AREA OF ENVIRONMENTAL CONCERN BLDG BUILDING DB DEED BOOK EX EXISTING FE FINISHED ELEVATION MB MAP BOOK PG PAGE R RADIUS R/W RIGHT OF WAY SF SQUARE FEET TSW TOP SIDEWALK TYP TYPICAL CURVE DATA: CHORD DIRECTION = S35°5748"E RADIUS = C-1 340.00 LENGTH = 170.41 CHORD LENGTH = 168.64 CHORD DIRECTION = S42046'35"E RADIUS = C-2 280.00 LENGTH = 73.75 CHORD LENGTH = 73.54 CHORD DIRECTION = N68059`47"W RADIUS C-3 0- 0 LENGTH = CHORD LENGTH 15.31 CHORD DIRECTION =S86°38'2?"W RADIUS = C-4 75.00 LENGTH = 165.73 CHORD LENGTH = 134.01 i REVISIONS: I / / / / / / t / / BASIN / 1 / 1 SILT FENCE, TYP. f / / 1 � /�• DRAINAGE`p,4 / r ) 5.0 6.0 / �\\ TSW FE6.32 5 �" •—..,__ --? �6.25 6' 6.92 E6.2'5 F ' ^_--►.___ ,_�_ 6.0 i / 1 . EG-35 6 PILE f FOUNDATION 1FE6.51 XFE6.51' _ S.ItT,FJNCq, TYP. _ -� " / r i —�� — —� —__--- $--== — 7.35 _F�6. 55 6 � I I I Jj�I ^ / TSW `��8 0 j-----— FE6.�—r__--__ _ ( \1 O '1 w 0 I I EXISTING EDGE OF PAVEMENT r CRUSH 4 RUN (6" CABC) I Lei •kylill • t I 1 1 1 FILTER FABRIC NCDOT 1056 TYPE 3, CLASS B COMPACTED FILL / / 40' 20' 0 40' 80' 1 1 STONE CONSTRUCTION ENTRANCE 1I SCALE: 1" = 40' SCALE: NOT TO SCALE SHEET 2 OF 2 PROJECT NO. PM-907 iLE: 907/NEWBUILDING.DGN LEGEND 0 GRAVEL TO BE REMOVED AND SEEDED L MARSH AEC AREA OF ENVIRONMENTAL CONCERN BLDG BUILDING DB DEED BOOK EX EXISTING FE FINISHED ELEVATION MB MAP BOOK PG PAGE R RADIUS R/W RIGHT OF WAY SF SQUARE FEET TSW TOP SIDEWALK TYP TYPICAL CURVE DATA LENGTH 20.01 RADIUS C­5 50.00 CH. LENGTH 19.87 CH. BEARING N25°41'51"w LENGTH C-6 65.28 RADIUS 50.00 CH. LENGTH 60.74 CH. BEARING N51°38'19'w LENGTH C-7 41.09 RADIUS 300.00 CH. LENGTH 41.06 CH. BEARING N85'07'09"W SILT FENCE DETAIL SCALE: NOT TO SCALE NOTES: 1. USE WIRE A MINIMUM OF 32" IN WIDTH, AND A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING. 2. USE FILTER FABRIC A MINIMUM OF 36" IN WIDTH AND FASTEN ADEQUATELY TO THE WIRES. 3. PROVIDE 5' STEEL POST OF THE SELF —FASTENER ANGLE STEEL TYPE. A. USE 6" POST WITH 3" DIAMETER. z F- 0 z /A R 0 d, 2004 REVISIONS No. I BY I DATE DESCRIPTION TEMPORARY GRAVEL ENLARGED SITE/GRADING PLAN CONSTRUCTION ENTRANCE I JARRETT BAY BOATWORKS 44LF 18" RCP BEAUFORT TOWNSHIP, CARTERET COUNTY, NORTH CAROLINA 11 ;� CLIENT: JARRET BAY BOATWORKS GYT ADDRESS: 530 SENSATION WEIGH DRAWN: i BEAUFORT N.C. 28516 GYT ',,.1Netotel*,, CHECKED: , µ GARp e"r. PHONE: (252) 728-2690 � ti•' RDC g STROUD ENGINEERING, P.A. APPROVED: `�� * 4. • 13343 a151A RDC HIGHWAY 24 DATE: • �. •• MOREHEAD CITY, N.C. 28557 J (252)-2)47-7479 3/31 /04 ��'�.; ` C►. CO — —Y. - =r - c= --- ,-+--' SCALE 'e"+e,e►.•�•`�� RONALD D. CeLLIPH R P.E. 1 " = 40'