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Home My WebLink About83-02 Oversized PlansSITE OCEAN ISLE BEACH c '1/// 11fI •� OCEAN ISLE BEACH, PROPOSED BUILDING ON -- OWNER: NORTH McMULLAN PARTNERS, LLC MR. RUBE McMULLAN 870 OLD CANTON ROAD MARIETTA, GA 30068 (770) 077-1852 m"I MILIEA1 SHEET S--'C.fjyEDULE 1—COVER SHEET 2—SITE PLAN 3—GRADING PLAN 4—PLAN VIEW OF PIER AND DOCK 5—PROFILE VIEW OF PIER AND DOCK 6—DETAIL SHEET EAST COAST ENGINEERING COMPANY, P.A. Shallotte, North Carolina 28459 4918 Main Street — P.O. Box 2469 910.754.8029 fl'j EH v Is, FEB 0 1 2002 DINPSION OF C AS T'AL IIAOAGEMENT This drawing shall not be reproduced in OCEAN ISLE FISHING CENTER whole or in part without written permission ECEC PROJECT NO. 0449 Revisions 22' R3 0' 0 O IS N 0 _. 7� Cry to 7� x scAu : V = 20' 0 10 20 40 60 N/F THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION IN THE PROCESS OF TRANSFERRING TO NORTH CAROLINA WILDLIFE RESOURCES COMMISSION 1 ROOF OF PROPOSED BUILDING ON PILINGS = 5,468 SF L PROPOSED MARL PARKING LOT = 7231 SF (EXCLUDING AREA UNDER ROOF) N/F SHARKYS, INC N/F SHARKYS, INC 00 N c� Iwo Q0 -P I 2 2.3 9 i PIE MEAN HIGH WATER, JOINT UPPER COASTAL MARSH AND 404 WETLAND LINE AS DEFINED BY LAND MANAGEMENT GROUP OF WILMINGTON, NC. NO WETLANDS ON PROPERTY OTHER THAN THE 404 WETLAND LINE AS DEFINED BY LAND MANAGEMENT GROUP OF WILMINGTON, NC. 0 m O T1 D z XISTINC RIPARIAN CORRIDOR LINE 15' RIPARIAN SETBACK 130' 0 O m > O > cn r � FLOATING DOCK = AREA OF TRACT WITHIN 75 FEET O O O 4 dV di CV w O ' NCO O co W � � Lo E4 a �Cno OQ Q)� +5 .� E--+ o �co W �o PIER HEAD LINE OF MHW=13,033 SF ESTABLISHED BY ADJACENT PROPERTY BUILT -UPON AREA WITHIN 75 Z FEET OF MHW = 79422 SF 15' RIPARIAN PERCENT IMPERVIOUS WITHIN a' o SETBACK 75 FEET OF MHW = 57% RIPARIAN CORRIDOR LINE BASE INFORMATION PROVIDED BY SOUTHEAST SURVEYING WITH THE FOLLOWING NOTES: L ADJOINING DEED REFERENCES BASED ON INFORMATION FOUND IN THE BRUNSWICK COUNTY REGISTRY 2. BASED ON TOWN OF OCEAN ISLE BEACH FLOOD INSURANCE RATE MAPS, THIS PARCEL IS LOCATED IN FLOOD ZONE " AE, BASE FLOOD ELEVATION 14.00" 3. THIS PROPERTY IS ZONED "C-2" BY TOWN OF OCEAN ISLE BEACH AND IS SUBJECT TO ALL ZONING REQUIREMENTS BY THE TOWN 4. BOUNDARY PERIMETER IS A RE -SURVEY OF "PARCEL A" AS SHOWN X ON A PLAT BY JAN K. DALE, P.L.S., AS RECORDED IN MAP BOOK 24, PAGE � 402 5. ELEVATIONS ARE BASED ON NCGS BENCHMARK "BRU 6711 � (ELEVATION = 5.924 METERS) 0 6. ONE FOOT CONTOURS. D 7. AREA BY COORDINATE METHOD. z 0 NO ATEMPT HAS BEEN MADE TO LOCATE ANY SUB -SURFACE UTILITY =R 0 LINES. ALL SUCH LINES SHALL BE LOCATED BY THE APPROPRIATE 0 UTILITY COMPANIES PRIOR TO DEVELOPMENT. 71- -&C-S-7j�9 1 215,312 DIVISION ®��Ni CO ABTA W W O 0 Date: 30 JAN 02 Scale• 1" = 20' Drawn By: EMN Checked By:ACL/DBB THIS PLAN IS NOT ISSUED FOR CONSTRUCTION WITHOUT AFFIXED CORPORATE SEAL. Sheet 2 of 6 Revisions v SCALE: V = 10' 0 5 10 20 30 10.- - I 1q, 35' OMR a 10.10 J/,yy�yA CANTILEVERED UNCOVERED WOODEN WALKWAY - - 10 ' 10.10 I / I / _10 -- I — .92 I I I 9.92 PROPOSED PARKING 9.95 UNDERNEATH BUILDING 3126' 6 8 WOODEN � UNCOVERED 1\ � DECK / / ROOF OF PROPOSED BUILDING ON / PILINGS = 5,468 SF u i 10.40 41' - - CB-1 CB-2 ----- -_-_ -----_ ®�: RIM ELEV 9.90 RIM ELEV ® -====-=-=--=----=-==--=-====----=-__---9.70 _=-_=_=='� = 9.70 10.30 120 LF OF 6" PERFORATED CONCRETE APRON 3 - ' x 4.5' x 11" CONCRETE APRON PIPE IN 120 / (SEE DETAIL) (SEE DETAIL) TRENCH (SEE DETAIL) PROPOSED MARL / 10 PARKING LOT == 7231 / SF (EXCLUDING / AREA UNDER ROOF) 10.32 � 10.10 10.32 10.45 - - - - - - - - - 10.36 10.36 0 LEGEND ` - to -10 — EXISTING CONTOURS DRAINAGE AREA = 10 PROPOSED CONTOURS 133,319 SF 10.24 / SITE DATA 10.12 9.90X PROPOSED SPOT ELEVATIONS SITE AREA = 0.44 AC OR 19,006 SF DRAINAGE AREA BOUNDARY I - DRAINAGE AREA = 13,319 SF BUILDING AREA = 5,468 SF ' TEMPORARY CONSTRUCTION - PARKING AREA = 7,231 SF (EXCLUDING ' ENTRANCE AREA UNDER BUILDING) TOTAL BUILT -UPON AREA = 12,699 SF -� TEMPORARY SILT FENCE r ` NOTE: TEMPORARY 7 r'� ROOF DRAINS MUST BE INSTALLED CONSTRUCTION TO DIRECT ALL RUNOFF FROM THE BUILDING TO THE PARKING LOT OR ENTRANCE ? DIRECTLY INTO THE PROPOSED CATCH BASINS. P4 W -.!!� � O Z � E-4 � x � Ww � W F-I � w rW V O O Date: 30 JAN 02 Scale• 1" = 10' Drawn By: EMN Checked By:ACL/DBB 6� T PLAN IS NOT ISSUED FOR n � ONSTRUCTION WITHOUT FIXED CORPORATE SEAL. LJ C;, EAL „1 ,7 Z, q Sheet 3 of 6 Revisions JJ/yNgYp u CANAL � Q O � U � PLO � 140 , a PIER HEAD LINE AS 10" PILING ^' ESTABLISHED BY (TYP) ADJACENT PROPERTY 4' TYP 8' - -� 16' TYP - --_t �- 0 o 18, BOAT BOAT BOAT BOAT BOAT BOAT BOAT BOAT SLIP SLIP SLIP SLIP SLIP SLIP 16 TYP SLIP SLIP #10 #9 #8 #7 #6 #5 #4 #3 -� 3' MEAN HIGH WATER, JOINT UPPER COASTAL MARSH AND 404 WETLAND LINE AS DEFINED BY LAND MANAGEMENT GROUP OF WILMINGTON, NC. 11, SCALE: 1" = 10' 0 5 10 20 30 9N 5' x 10' PLATFORM ATTACHED TO FLOATING DOCK 6' FLOATING_ RAMP 8' FLOATING DOCK 4 — — -- - - 6 8 UNCOVERED / WOODEN / DECK 5' 36' O 18' BOAT SLIP #2 -. IN ELEC. PEDESTAL AND HOSE BIBS (TYP) EDGE OF SALT MARSH 6' WOODEN PIER AT GROUND 10, LEVEL i WALKWAY w U ►..� al W p Q 8' - BOAT SLIP # 1 24' 2' W 0 C0 LO E--4� pro o E---4 �00 w � x w O � o U � Q U Q � � o U w Ww � � w � H � a Ww U � O O Date: 30 JAN 02 Scale• 1" = 10' Drawn By: EMN Checked By:ACL/DBB THIS PLAN IS NOT ISSUED FOR CONSTRUCTION WITHOUT AFFIXED CORPORATE SEAL. ""•. BARTQN t.• Sheet 4 of 6 r- nV1Y I V ILT• IN. 10 GA. ___.___----------STEEL OR WOOD POST OP WIRE WOVEN WIRE FENCING AS REQUIRED MIN. 12-1/2 GA. � Zm SILT FILTER FABRIC INTERMEDIATE WIRES U- _ CC MIN. 10 GA. BOTTOM WIRE cm Iw- J 6" MIN. COMPACTED j//\//\ FILL OVER SKIRT" 0 a j\\\,�/��j/! - ANCHOR FABRIC SKIRT w/ MIN. 4" WIRE STAPLES 12" O.C. j//\\////\\� LONG @a LLI LLI ,r FOR REPAIR OF SILT FENCE FAILURES, USE #57 WASHED STONE IN LIEU OF COMPACTED FILL. SIDE VIEW NOTES: 1. INSTALL NEW SILT FENCES AS SHOWN ON DRAWING AND AT LOCATIONS NECESSARY TO CONTROL SILTATION OF ADJACENT AREAS. 2. WHERE WOOD POSTS ARE USED, POSTS SHALL BE A MINIMUM OF 3" IN DIAMETER AND FIN LENGTH. POSTS SHALL BE CREOSOTE OR PENTACHLOROPENOL TREATED SOUTHERN PINE. 3. WHERE STEEL POSTS ARE USED, POSTS SHALL BE 5' IN LENGTH AND BE OF THE SELF FASTENER ANGLE TYPE. 4. WOVEN WIRE FENCING, WHERE REQUIRED (SEE NOTE #6), SHALL CONFORM TO ASTM A116 FOR CLASS 3 GALVANIZING. FABRIC SHALL BE A MINIMUM OF 32" WIDE AND HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING. THE TOP AND BOTTOM WIRES SHALL BE 10 GAUGE AND INTERMEDIATE WIRES SHALL BE 12-1/2 GAUGE. WIRE FABRIC SHALL BE FASTENED TO WOOD POSTS WITH NOT LESS THAN #9 STAPLES 1 1/2" LONG. 5. FILTER FABRIC SHALL BE OF NYLON, POLYESTER, PROPYLENE OR ETHYLENE YARN WITH A MINIMUM STRENGTH OF 30 LB./LIN. IN. AND A MINIMUM OF 85% FILTERING EFFICIENCY. FABRIC SHALL CONTAIN ULTRAVIOLET INHIBITORS AND STABILIZERS. 6. IF FABRIC FILTER IS USED WITH A STRENGTH OF 50 LB./LIN. IN. OR GREATER, AND THE POST SPACING (S) DOES NOT EXCEED 6', WOVEN WIRE FENCING IS NOT REQUIRED. OTHERWISE, WOVEN WIRE FENCING IS REQUIRED, AND POST SPACING SHALL NOT EXCEED 8'. N.C.D.O.T. #840.16 FRAME AND GRATE RIM ELEV = 9.7 (ALL CATCH BASINS) TEMPORARY SILT FENCE NOT TO SCALE 9 PLAN RIM ELEV = (ALL CATCH BASINS) 3,000 PSI FIBOROUS CONCRETE PAD INV. = 8.0 3,000 PSI FIBOROUS CONCRETE PAD N.C.D.O.T. # 840.14 CATCH BASIN N.C.D.O.T. #840.16 FRAME AND GRATE N.C.D.O.T.#840.16 FRAME AND GRATE SEDIMtNlT.:11' .` SEDIMENT';; . STORAGE STORAGE'a BOTTOM ELEV = 6.5 BOTTOM ELEV = 6.5 (ALL CATCH BASINS) 9 (ALL CATCH BASINS) �"0-0"0 -0-08 0"0�0 0 000 0 0 0 0 0 000"O� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c O O O O O O O O O 0 0 0 0008080 0 0000000000000 O ° o 0 0 0 0 0 0 0 0 0 0 00000 000 oc 0 0 o 0 00000000 0 0 0 0 0 0 0 0 0 0 0 00 0 00 0 0 0 0 00000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 < 0 0 00 0 0000000 0 0 �__) 0 0 0 0 00 0 0 000 0 0 0 0 0 0 0 0 0 0 0 00 0 00 0 0 0 0 0 0 0 0 0<°0000000000000000000000000 oo �000000000000°0°0°o°o°c p0020�°°n°°°°n°°°°°°°°o°o�°�°°°°°^°°^°°^°°^°°^°°^°°^°°^°°^°°^` SECTION A -A 8" STONE BEDDING (MIN.) SECTION B-B N.C.D.O.T. # 840.14 CATCH BASIN DETAIL NOT TO SCALE 6" SOLID CORRUGATED POLYETHYLENE PIPE Revisions C9 F—� co ►� Co 50,MGM CIO w d E4 6 MIN. a �.4 o 2" - 3" COARSE AGGREGATE PLAN VIEW +� •r••I 0 � 50' MIN. - CIO co 6" DIVERSION TO DIRECT RUNOFF FROM R/W r� ro V I W �0) SECTION VIEW TEMPORARY GRAVELED CONSTRUCTION ENTRANCE Nei 6" SOLID CORRUGATED POLYETHYLENE PIPE— CB-1 IIIIIIII I lull 6" SOLID CORRUGATED �IIIIII� POLYETHYLENE PIP NOT TO SCALE 120' GEOTEXTILE FABF (OVERLAP 6" MIN) 6" COUPLINGZ"' 6" SOLID CORRUGATED POLYETHYLENE PIPE 6" ELBOW (TYP) 6" SOLID CORRUGATED POLYETHYLENE PIPE 6" SOLID CORRUGATED POLYETHYLENE PIPE 120 LF 6" ADS N12 6" SOLID CORRUGATED PERFORATED CORRUGATED �6"SOLID CORRUGATED POLYETHYLENE PIPE POLYETHYLENE PIPE (TYP) POLYETHYLENE PIPE PLAN VIEW OF CATCH BASINS AND INFILTRATION TRENCH SYSTEM 6' NOT TO SCALE 3,000 PSI FIBOROUS 12. CONCRETE PAD 6 (TYP) (TYP) PROPOSED FINISHED GRADE (MIN ELEV = 9.7) 6" MARL 0 0 0 0 0 0 INV. = 8.0 TOP OF TRENCH 3" COMPACTED FILL ELEV = 8.92 3" GEOTEXTILE FABRIC (OVERLAP 6" MIN.) 6 %' �, �, #57 CLEAN WASHED STONE BOTTOM OF TRENCH ELEV = 8.0 6" CORRUGATED PLASTIC PERFORATED PIPE 24" SHWT ELEV = 6.0 4.5' SECTION VIEW OF TRENCH INFILTRATION SYSTEM NOT TO SCALE ECEIVE DIVISION OF COASTAL a. W � W� V � w W w 1.4 ~ E � w Q Ww V1 F-••1 Ww 0 0 Date: 30 JAN 02 Scale•As Shown Drawn By: EMN Checked By:ACL/DBB THIS PLAN IS NOT ISSUED FOR CONSTRUCTION WITHOUT AFFIXED CORPORATE SEAL. Sheet 6 of 6 FRONT ELEVATION REAR ELEVATION RIGHT ELEVATION LEFT ELEVATION ELEVATIONS SCALE 1 /8" 1 '-0" PA DPsignz b)4 '_RPst�PYt�tMl BPstgns 843-449-9680 Contractor shall abide by all local, state, and federal codes, laws, and ordinances. Contractor shall assume total responsibility for structural design, including foundations, soil engineering, concrete steel reinforcing, framing, bracing and all other struct— ural components. If necessary, contractor shall hire a licensed structural Engineer to assist him with above mentioned structural design. Contractor shall check and verify all dimensions prior to construction. Designs By The C is a general purpose drafting firm and makes no representation reqarding adequacy of material specifications, de— tailing, electrical, plumbing, mechanical or structural systems. W U E-- Z W U Z 00 U O W O m U� W WW W (� I U� � O O W W U U 0 C PROJECT NAME: 01061 DATE: 10/30/01 A5 0