Loading...
HomeMy WebLinkAbout5-08 Site Plan 2015 Oversized PlansRErEIVEE) MAY 12 7015 ATLA TIC INTRACOA S T A L T E R WA Y CORE CREEK SA WATERS CONDITIONALLY APPROVED +. -- - A o o -- 80�_Cp(2PS CHANNEL r p w SETBACK PROPOSED DREDGE LIMITS APPROXIMATELY 21,650 CY SEE DREDGE PLAN SHEET C-3 FOR. GRADES I SHEET C-05RFOR SECTIONS A -A AND B-B \ i` DOCK A \\ �O SLIP.; 204.45 DOCK B 80.00 GAS PUMP 10 SL.P 200• 25% DISTANCE LINE SEWAGE - - - 80.00 # FOR DOCKS PUAPOUT 404.75 251CHANNEL DOCK 200.0D � ` - _'1. =,5� � -' DOCK D WIDTH LINE l SL IPS o - - - _- - SEWAGE GAS PUMP•1 -1 - _ _ - _�- s =Ps 10 SLIPS I 4�- 80°� PUMPOUT 1 - --- - !1e) _s` TEMFORaR 2O0.00 ------- 111 - 10� � IFC_OA7ING 10' 0 WIDE DOCK - t '� 35 _ -- - - � WITH WAVE ATTENUATOR J�s4 4I1I 1 I 39 9 3222 jy{j}{ Q .� -� i - 38 CID t a _ �' 33_ - FLOATING 10' WIDE DOCK LAUNCH WHARF RETRIEVAL 24,0 4 23 j zo - za 7 34 0 �(TYP) 7 SLIPS Y B 19 6 - 7 - O _ 9 10„DQ .� 25 3 _ - TYP J 1i 24'0' I" -- WCODEN BRIDGE SCALE: NOT TO SCALE STRUCTURAL DESIGN BY OTHERS SHEET # 1 OF I, PROJECT #: PIA 1676--1 DESIGN FILE 1r: 1676COASTALYACHTHANGAR/CONSTRUCTION/BASE.DGN PARKING BOAT STORAGE CAPACITY DRY STACK BUILDING 330 CUTSIDE RACKS 623 WET SLIPS 47 TOTAL 1000 PARKING REQUIREMENTS DRY STACK BUILDING 110 (1:3 RATIO) OUTSIDE RACKS 208 (1:3 RATIO) WET SLIPS 24 (1:2 RATIO) S-`E DATA FLOOD ZONE PROPOSED BUH DINGS ARE IN A FLOOD ZONE AE ELEV=8.0' AT BUILDING LOCATIONS F.I.R.M NUMBER 3720638800J WITH AN EFFECT;VF DATE OF JULY 16,2003. 21,740.80 SF = 0.4991 AC 75' AEC SETBACK IMPACTS i N'-' f T H EMPLOYEES 10 _MVEHVIUUS WITHIN AEC AREA = 0.51 AC (1 PER PERSON) PERCENT AEC AREA IMPACTED = 21.99% TOTAL (RED D) 352 (8 HANDICAP) LAND DISTURBANCE = 9.66 AC PARKING PROVIDED OUTSIDE LOT FULL SIZE _ IMPERVIOUS AREA SE AC w►- B CCMPACT _ CLUBHOUSE W/ CAR CCVER 5,675 0.130 �_,� 15' OFFSET HANDICAP E SH I P STORE 1 , 563 0.036 INSIDE DRY STACK BOAT WASH AREA 9,$0C 0.226 FULL SIZE 1CC DRY STACK BUILDING 92,272 2.118 ' ��. �-RIPARIAN PROPERTY LINE '"� .� UNDER OUTSIDE RACK DRY STACK OFFICE/MARNT. 900 0.021 1 FULL SIZE 68 PATIO 16,741 0.384 TOTAL (PRC."D) 353 PERVICUS PAVEMENT (507 CREDIT) 2.052 = 50% X 4.104AC. PERVIOUS PAVEMENT \ FUEL STORAGE 22 967 0.00 DUMPSTER PAD 3C0 7 �,997 4,.Ob TOTAL -:-- NOTES: EXISTING TRITE WORLD. INC. , DQCKS� 1. BOUNDARY SURVEY AND 404 WETLANDS TAKEN FROM MAP PREPARED 9. PARKING LOT AND DRIVE AIS'-ES SHALL BE CONSTRUCTED 4c� - BY ATLANTIC COAST PROFESSIONAL SURVEYING. P.A. LOCI-TED OF PERVIOUS PAVEMENT. STORM WATER RUNOFF FROM 43 ^ IN HARKERS ISLAND, NC PROPOSED BUILDINGS SHALL BE DIRECTED TO IMPERVIOUS 0 2. TOPOGRAPHIC, NORMAL HIGH WATER LINE AND COASTAL MARSH AREAS FOR INFILTRAT'CN. - -- '-" 45 SURVEYED BY STROUD ENGINEERING. P.A. OF MOREHEAD 10. THE SITE'S HYDRAUL'C SOILS GROUP ARE C AND B/D. - 46 CITY. NC. THE IMPERVIOUS CREDIT REDUCTION GIVEN TO PERVIOUS 3, WATER TO BE PROVIDED BY CARTERET COUNTY AND SEWER PAVEMENT IS 50%. 4' a TO BE PROVIDED BY THE OF BEAUFORT. ,TOWN 11. TRACT = 1,198,146.50 SF (27.50 AC) j "^' co4, AREA � c ELECTRIC 70 BE PROVIDED 8. PROGRESS ENERGY. HIGH GROUND AREA = 645,174.84 SF (9.843 ACI o WETLANDS = 552,971.66 (17.657 AC) 5, NO MARINAS OR DRYSTACKS EXIST WITHIN 1000 FEET OF ZONE = I-W 1 0 PRCPOSED PROJECT. f 6. NO PARKING - FIRE LANE SIGNS TO BE INSTALLED PER 12. MAXIMUM PROJECT AREA COVERAGE = 2'7.800 SF (5.0 AC) THE REQUIREMENTS OF THE NORTH CAROLINA FIRE AS PERMITTED IN STORMWATER PERMIT SW8 980926 1 PREVENTION CODE. 7, ANY PROPOSED SIGN TC BE DESIGNED PER THE REQUIRMEN-S 13. SETBACKS OF THE CARTERET COUNTY ORDINANCE. FRONT = 50' (4) 6' WIDE BOAT TRANSFER RAILS 8. USES FOR BUILDINGS AS SHOWN OR AS OTHER PERMITTED SIDE = 20' _SES SIDE FOR DRYSTACK = 120' WITHIN ZONE REAR = 30' 14. MAX HEIGHT = 60'-* (*135 FOR DRYSTACK BOAT STORAGE) 1 I a H,GN P OS'4�NE NO9M00 wEZL CAPS .!.iC I AL AR_A 1 rE RV I OUS RETAINING WALE- ��. RETAINING SHI° AREA20, atG J F 5 WALL \ sA� �S S !ORE I 'p.L IP<Rvf CtlS! �(3) 10.000 GALLON F N UNDERGROUND STORAGE TANKS C s I I 11 al I DIESEL AND GASOLINE - 3-BOAT WASH FACILITY WITH f O.0 II I RECLAMATION SYSTEM ( i 85. i RETAINING WALL o it i B ,-10' 'LANDSCAPE BUFFER CDPACT EH 6. 2 I l I l i� RG�NCY S O STER I ° �i� ,' 1 5PACE5 �J 4 I�roI -- �O A CESEE 6 I aFsic¢I ; I R�rN s �,� �I it 'fif C Ac PAR� �I I ELEVATED DRY STACK EUILDING MAINTENANCE 4• HEIGHT = 110' BUILDING RETAINING WALL f MECHANICAL R00M HEIGHT = ^.35' SHUTTLE ,yo / FEE = 9.00' Rp 1 �'��� �IIIIIIIIIIIIIIfilllllll�lllilllllilllllllllllllll�o SY�TE4 . VALET PARKING = < Illfl Illllllllllllilllll m09 'S 399.04.50.3728 THE COASTAL YACHT HANGAR, LLC ZONED I-W UNDEVELOPED 4 ♦ - m _ DRF 28.85 ACRES ®, ` �.? ♦ ® LOCKERS „ { RETAINING WALL,-"-- ® '`® BOARDWALK !� r...��- '�; `\� �' �+►-` \`-RETAINING WALL EXTENT OF MARSH IL A !,A 35 - FLOATING 6' WIDE ."�- MAIN DOCK FISH C' EANING� STATIOI F1XED 14' WIDE 1A.0Q MAIN DOC PIER 2 PIER i COASTAL WETLAND }I 111 t7 n 404 WETLANDS WOODS LINE j'1�t GA w-' no ` LINE PIER 3 - / (D 6399,04-51-70840DO MOORES, JAMES P, ETUX STEPHANIE 1410 AVENUE E RIVIERA BEACH. FL 33404 ZONED I-W MOORES MARINE BOAT REPAIR. RESTORATION & MAINTENANCE Niglio ' moommo'i C10) 6399.04.51.0251 TRUE WORLD WkRINE. LLC BOAT REPAIR AND MAINTENANCE 2T6, S! . 00 �lry 1 i 3,2ETAINING WALL-' V "VTDE BOARDNALK NOT TO SCALE =AL DESIGN BY OTHERS . 2� o/] c� S/ ?0 70 ?S� �:0 S 00 1s p S( 0 X RETAINING WALLS i0 lc 0 PUBLIC INGRESS/EMWM S S SEAL _ 03737B %��q FNG I N�� �: �R S( L EGEND �•►�+r•�-�+. WOODS LINE NORMAL HIGH WATER - - - - CAMA SETBACKS COASTAL WETLANDS 404 WETLANDS 404 WETLANDS COASTAL WETLANDS i iDREDGE LIMITS OPARKING COUNT # WET SLIP COUNT / MAR V4115 "AUTHORIZED PERSONNEL ONLY" SIGNS / 6399.04.52-7506000 JARRETT BAY GROUP. LLC 530 SENSATION WEIGH REVISIONS: BEAUFORT- NC 2$516 o No. BY DATE DESCRIPTION 6399.04.52.5 OFFSHORE ATLAN 515 ATLANTIC B1 ATI ANTIC BEACH, SITE COASTAL YACHT HANGAIR 1301 SENSATION 'WEIGH BEAUFORT TWSP.9 CARTERET COUNTY, NORTH CAROLINA CLIENT: COASTAL YACHT HANGAR, LLC DESIGNED: CMC ADDRESS: 362 TYLER DR. DRAWN: CLEARBROOK, VA 22624 CMC PHONE: 540-327-67'13 CHECKED: RDC / STROUD ENGINEERING. P.A. APPROVED: 151A HIGHWAY 24 CMC MOREHEAD CITY, N.C. 28557 DATE: (252` 247-7479 LICENSE NO. C-0647 03/17/2015 SCALE: CHARLES M. CULLIPH]ER P.E. 1 " = 100' 8'MAX.STANDARD STRENGTH FABRIC WITH WIRE FENCE - -1.�-� +.moo- j /� o' -� / r p 6'MAX.EXTRA STRENGTH FABRIC WITHOUT WIRE FENCE o' \ �/ / / / STEEL ,' ""-,� / / / / POS*01 �A° �.o� ��o.� ��\ 1 // /ram. - WIRE 8„_24" FENCE1. WIRETIC TIE / / / ' � .-- -� Z/ �. � -5 • z— — -..` ` '-' ``. ,\ � 1.- --.._ _._. _._._s • �- — � . �_ _ — _._.. � / / / / Z/ , G ROUND NATURAL J / / / / / J 1/o o /y / -9/. / / / �♦ ✓ �� J L OF0 W wa tN� = \ SI I J�v JI J�v0 . FORWARD A = — �-p•s—— -o'�9LON� I I THE TRENCH / / �.•-� % / / / v �/ // �� Awr ��� �Q'£' -� £_ 0.4_ _ _ /--� BUFFER FILTE 24 o _--/ l / tii /� / �o _ ,O �•.�� -- b e. / o FABRIC ` ,�O�\O• / \\ .� / SHIP STO RE I i - -i5 i i ✓ / i - I5� F.F .E,8.2 INSTALLATION NOTES: RETAINING SAL lL / �/ - j \3 I .5 I t 1 • THE BASE OF BOTH END POSTS SHOULD BE AT LEAST ONE FOOT HIGHER THAN THE MIDDLE OF THE FENCE. 10 CHECK WITH A LEVEL IF NECESSARY. OP WALL/9'Q v1-iI7. r1 ' I�=�I 6399.04.51 .0251 2. INSTALL POSTS FEET APARTINCRITICAL AREAS AND AFEEAPARTSTANDARDAICAIO/ TRUE WORLD MARINE. LLC I�11:J18.0 J/ 9g `q BOAT REPAIR AND MAINTENANCE 3• INSTALL POSTS 2 FEET DEEP ON THE DOWNSTREAM SIDE OF THE SILT FENCE. AND AS CLOSE AS POSSIBLE TO THE FABRIC ENABLING POSTS i� \3 / / —3.5 �� / J I RETA I N IING (MALL �' I J TO SUPPORT THE FABRIC FROM UPSTREAM WATER TOP OF WALL / / , \ PRESSURE, 7.0�/ , / /�/ v- ' '° F7� -2 —�\� / I / \i i i i�� �` ` 4• INSTALL POSTS WITH THE NIPPLES FACING AWAY �� \� / 1 FROM THE SILT FABRIC. \j ,� ATTACH THE FABRIC TO EACH POST WITH THREE 0� F ----� �. � i I i \I ~' �` 5. TIES A e• a , / I I\�`�\ `� 164 LF 24 RCP @ 0.50% ALL SPACED WITHIN THE TOP 8 INCHES ; 1 h / / I I \ h \\\\s. \ OF THE FABRIC. ATTACH EACH TIE DIAGONALLY � • \�� ''°\ 45 DEGREES THROUGH THE FABRIC, \\'�\ WITH EACH PUNCTURE AT LEAST 1 INCH VERTICALLY APART. ALSO, EACH TIE SHOULD BE POSITIONED TO HANG ON A POST NIPPLE WHEN 8.0 \�\�� \ \ TIGHTENED TO PREVENT SAGGING. �l I a I I Y\�� \,� � Y STACKBUILDING/ —.o_ — — _ — -- i ��\ 6 • WRAP APPROXIMATELY 6 INCHES OF FABRIC AROUND HEIGHT - 110 \ THE END POSTS AND SECURE WITH 3 TIES. CHANICAL 09m-1:06�HT--= 135' i 1 i i \ —3 5, \ — �\ � � �� L I M 1 TS OF DISTURBANCE t TYP) 7. / / i �/ / \\ ��a•p' jE = 9.00' \30 i i 7.5 \\ \ \yam \\ NO MORE THAN 24 INCHES OF A 36 INCH FABRIC IS ALLOWED ABOUVE GROUND LEVEL. ITT FENCE t TYP ) II \ \ 8• THE INSTALLATION SHOULD BE CHECKED AND \ \ / RETAINING WALL \3a \ —s•5- // / -2.5- — \ CORRECTED FOR ANY DEVIATIONS BEFORE COMPACTION. \ �\ %\ \ i II °'4- o� \ \ \ 9• COMPACTION IS VITALLY IMPORTANT FOR EFFECTIVE RESULTS. COMPACT THE SOIL IMMEDIATELY NEXT TO o� THE SILT FENCE FABRIC WITH THE FRONT WHEEL OF `` \ - _—�{ THE TRACTOR, SKID STEER, OR ROLLER EXERTING AT I ♦ y�--�o—•-� °sue` �� \� -t� •�.. \ \ \ \\ LEAST 60 POUNDS PER SQUARE INCH. COMPACT THE `,'� �. •.` �.._. \ 3: 1 SL�t�E \ \s.,, \ UPSTREAM SIDE FIRST, AND THEN EACH SIDE TWICE ry �I \\\� FOR A TOTAL OF 4 TRIPS. Irrill", lc \ : �,. / -- �,•=•=--� 1- I �. -�'y �p<'�--/'`..__--- •,��\3 \ TYPICAL SILT FENCE DETAIL IV \ \ \ ��� I I %ter > � \ J�'� \ �� �. i •'�-1 )I �. � � r •�� � � � \ . \ SLOPE7 40- °\ 1.6 , \mac 3' S. \ �• \ 404 WETLANDS LINE COASTAL WETLANDS ��,-� .�\ ��� / \ IN. \ °-� LINE \\ \ o �. (�s� � ��• RE WALL \ 3• \� \_\\ � , IV. N11 It 6399.04.51 . 7084000 MOORES, JAMES P. ETUX STEPHANIE 1410 AVENUE E RIVIERA BEACH, FL 33404 �� a ZONED I -w MOORES MARINE \ ��` s•p I \ A `- BOAT REPAIR, RESTORATION �� `� RETAINING -WALL ;� �0 8 MAINTENANCE \ \ , \ TOTAL DISTURBED AREA = 9.66 AC `� \2�� 6•S LEGEND CAMA DATA STORMWATER DATA SF SILT FENCE AREA W/IN 75'AEC = 171.481 SF MAXIMUM PROJECT AREA COVERAGE=217,800 SF (5.0 AC) RETAINING WALL Ln---- LIMITS OF DISTURBANCE - LINE SHOWN SL I G�-T` • = _ - FC= l =? I TY AS PERMITTED IN STORMWATER PERMIT SW8 980926 ! OFFSHORE __ 8 0' PROPOSED CONTOUR - - -- -- - EXISTING CONTOUR _ 30% ALLOWABLE IMPERVIOUS = 51,444 SF tr� 515 ATLA ATLANTIC r -o PROPOSED IMPERVIOUS V PROPOSED IMPERVIOUS BUILDINGS = 1 00, 528 SF �•, �--+ BUILDING = 5.237 SF PARKING/DRIVES = 76,632 SF *(50% OF 153,264 SF) PARKING/DRIVES = 4,423 SF CONCRETE SURFACES = 40,523 GRADING & EROSION CONTROL PLAN CONCRETE = 14,046 SF TOTAL = 217,683 SF TOTAL = 23,706 SF COASTAL YACHT HANGAR � PA�KING AND DRIVE AREAS ARE CONSTRUCTED WITH PROPOSED % IMPERVIOUS _ 13.82% PERVIOUS PAVERS ALLOWING 50% CREDIT TO IMPERVIOUS 1301 SENSATION WEIGH AREA IN HYDROLOGIC SOILS C AND B / D BEAUFORT TWSP., CARTERET COUNTY, NORTH ' CAROLINA CLIENT: COASTAL YACHT HANGAR. LLC DESIGNED: ADDRESS: 362 TYLER DR CMC DRAWN: \����w�Ilrrii CLEARBROOK, VA 22624 CMC CARO/// SS/O PHONE: 540-327-6713 CHECKED: 60 30 0 60 120 0 - 4,�% RDC _ :a SEAL �: _ STROUD ENGINEERING, P.A. APPROVED: SHEET # 2 OF 5 SCALE: 1 ��= 60 037378 �ti-y'Fti �`� 151A HIGHWAY 24 MOREHEAD CITY, N.C. 28557 CMC DATE: PROJECT #: PM 1676-1 �'���FS M��`` 2 247-747 LIC NS NO. C-0647 03/17/2015 #• 1 7 DESIGN FILE 6 6COASTALYACHTHANGAR/CONSTRUCTION/BASE.DGN ! SCALE. CHARLES M. CULLIP ER P.E. 1 " = 60' - RECEIVED MAY 1. 2 1015 ATLANTIC VVA T WAY CORE SA WATERS CONDITIONALLY APPROVED ,: �,-,_ �..__---.J-__-.._.... _,_,_ ! • _..'•' ._ ___ .-_ -_. `-`_ o -- \.-. ._- _� �- D '-^'_ «-.-..- _-.-.-_.-�- �-._�--�-„_�- p �� '�- -vim - -_----14 80 CORPS --- — — CHANNEL SETBACK 'moo ^- --...1 --�.•- ` �='_ �1�_." - --�_ ,�,.- �� -�._ _o '- -- ~o -�- ! S �- —v-_o..-_ _._ -° _._ _o _._ ` "` '--- �'--_ _._ i• -_ _N ° �_ _- °- _. __._ +.-. o '---• -- -.._ -•--_ o — .._..- �- � _ --- ._..- _.-- —. o `` y- o' -� "_-� '�'• -� • �-.._ �' o_` �� -� _o-._ -- — " °\ \ o .-._ _- — _- _._._ -�. �_ -._ �_ + — -` �' "" ---- ---_ ,-�._ + -. -� "'•-•�L" +� ,. ° ---_ ,_,__ ^- ...._ _� o — .__ .__•_ ---- _.��n-_. _� -'_-� _� -- �. --- ---_ --. _o�_ .�-_ _� . -^_ '^ "- •--�_ -V— -----. _?�_�' -^- -.- �._ _ — .— �- �- o' to ! �"" ""-•--_....;� - `� \ \ •_ ' '�- _a— --- -- �--• -_' _._ _.._._ --- — ._ .-�._• "' '^- •----.. _-,_ �_ -_._- ' `-- -- - 1 --- - - — ---,: __._ _..,.. o`""'-,.�-�_--�-'_'_o.'-,-...,,".. — ,. � _' -__' -•---,L,---- .�._. -_ o '" -` --- -�. _off,_.__ '\ \ __ • •--• ----- ---_------- _ DREDGE TO ----__--- PRCYPOSED DREDGE L I M I TS DREDGE EXCAVATION = 21 .650 CY 1 �—BOSJ_pM 8AS IN — — ELEV -:- O: 0— TOP OF BAS IN = —4.0- -R I NA BOTTOM ELEVATION - -q 0 3 — - — N MARINA BOTTOM _ MA OT - SLOPE _ -- ° _ v\� �1 4 ' -----" --- ----- ELEVATIO►y.r =--�4 0 � --. MARINA BOTTOM _--- - - MA-R-ILIA BOTTOM - ' ELEVATION = -4.0 q ELEVATION = -4.0' _ _ - BOTTOM OF SLOPE _ 4 0_�- 1 1 --.- ,_•__ - �. _ _ - \ �_ � —o _� -� _ten,_ �, \ � _- ^I_ -- __^'_ _ - — - _ _ _ _ - ' - �^�• _ 3:1 SLOPE + --� -- °� O -�.. --_._ o �� -_� N- - �•- ° _ - tom! �._ __.._ .,\_ �_. �• -.-_- _ _ _ ` - 1 TOP_ OF SLOPE _—1�c''' — -- � � — Fyn �, — _ —, _ .r _ _ •— — — — — — � 3:1 SLOPE "\ L \ — —�_ -__ _ -- ----------- — — _---- -- COASTAL WETLANDS LINE —� _� --- ---° 10' WETLAND OFFSET __---- • DREDGE LIMIT TOP OF - SLOPE =-1 .5 ` �- ---------------- COASTAL WETLANDS \ 3 REVISIONS: ft er DATE DESCMPrV# DREDGING PLAN COASTAL YACHT HANGAR 1301 SENSATION WEIGH BEAUFORT TWSP., CARTERET COUNTY, NORTH CAROLINA CLIENT: COASTAL YACHT HANGAR, LLC DESIGNED: CMC ADDRESS: 362 TYLER DR. DRAWN: ���� CLEARBROOK, VA 22624 CMC CAR CHECKED: 9'% PHONE: 540-327-6713 5 0 2 5 0 560 10 0: Q APPROVED: RDC - :� ssA� _ .S STROUD ENGINEERING, P.A. _ p373734.�w` 151A HIGHWAY 24 CMC SCALE : 1 "— 50 / %Cn�'' MOREHEAD CITY. N.C. 28557 DATE: SHEET # 3 OF 5 QZ�S M. ��,\�� 2) 47-747 LICEN E NO. C-0647 03/1 7/2015 0 ,n� gj SCALE: PROJECT #: PM 1676 DESIGN FILE #: 1676COASTALYACHTHANGAR/CONSTRUCTION/BASE.DGN CHARLES . CULLIP L P.E. 1 " - 50' SHEET # 4 OF 5 PROJECT #: PM 1676-1 DESIGN FILE #: 1676COASTALYACHTHANGAR/CONSTRUCTION/BASE.DGN UTILITY NOTES UTILITY INSTALLATIONS SHALL ADHERE TO THE FOLLOWING: 1 • NO FIRE CODE CHAPTER 45 - MARINAS AND NFPA 303 - MARINAS 2. NO FIRE CODE CHAPTER 5, SECTION 503 - FIRE APPARATUS ROADS & SECTION 507 - FIRE HYDRANT SYSTEMS 3. NO FIRE CODE CHAPTER 9 FIRE PROTECTION SYSTEMS, SECTION 902 AND SECTION 903.2.9 - GROUP S-1 4. NO FIRE CODE APPENDIX C - HYDRANT PLACEMENT 5• NO FIRE CODE APPENDIX D - SECTION 105 - AERIAL FIRE APPARATUS ACCESS ROADS 6. CARTERET COUNTY UTILITY CONSTRUCTION STANDARDS 7• THE STATE OF NORTH CAROLINA UTILITY CONSTRUCTION STANDARDS 8. EXISTING AND PROPOSED UTILITIES INCLUDING POWER, PHONE AND CABLE WILL BE BY UTILITY PROVIDER 9. PUBLIC WATER PROVIDED BY THE TOWN OF BEAUFORT 10. SEWER IS PROVIDED BY THE TOWN OF BEAUFORT 11. PHONE PROVIDED BY CENTURYLINK 12. CABLE PROVIDED BY TIME WARNER CABLE 13, POWER PROVIDED BY PROGRESS ENERGY 14. REFUSE BY PRIVATE WASTE PICKUP '5 EASEMENTS TO BE PROVIDED FOR WATER AND SEWER AND ANY OTHER IIhILITY AS REQUESTED BY PROVIDER. UTILITY LEGEND PROPOSED WATER M PROPOSED GRAVITY SEWER ---SS PROPOSED FORCE MAIN IN - PROPOSED FUEL LINE --G-G- PROPOSED CLEAN OUT 00 PROPOSED SEWER MANHOLE SSAAH FIRE DEPARTMENT CONNECTION FDC FIRE HYDRANT ASSEMBLY FH UNDERGROUND ELECTRIC ------------ / / a.u.vs o00 E►fSATION WE IC*i C ORT. NC 28516 tE ATLANTTIIC-LLC ANTIC BEACH CS><r BEACN. NC 28512 RECEIVED MAR 19 2015 REVISIONS: Na By DATE DESmprim V) -r — SCALE 1 — 10 0' "c'" C;�`a` UTILITY PLAN COASTAL YACHT HANGAR 1301 SENSATION WEIGH BEAUFORT TWSP., CARTERET COUNTY, NORTH CAROLINA CLIENT: COASTAL YACHT HANGAR, LLC DESIGNED: ADDRESS: 362 TYLER DR. CMC CLEARBROOK, VA 22624 DRAWN. CMC PHONE: 540-327-6713 CHECKED: RDC AASTROUD ENGINEERING, P.A. APPROVED: �g 151A HIGHWAY 24 CMC MOREHEAD CITY, N.C. 28557 DATE: (�52) 247-7479 LICE SE NO. C-0647 03/17/2015 �..� SCALE • CHA LES . CULLIH R P.E. 1 1 " - 100, 0 404 WETLAN6t'_L_INE_,' o mwms�399-04.51. 7084000 JAWS P. W STEPHANIE 14 10 AVE E RIVIERA KA8H, FL 33404 E wors MIR- OINE BOAT REPAIINTR. ENRESANCE UIRATION MA 100 50 0 100 200 SCALE :1"= 100' SHEET # 5 OF 5 PROJECT #: PM 1676-1 DESIGN FILE 1676COASTALYACHTHANGAR/CONSTRUCTION/BASE.DGN ....... ...... . 100 --- - - - - - - --- - _11 - - - - - - - - - - - - - - - - - ---------------------------- -------- I - - - - - - - - - - - - - - - - - - ---------- - - - - - - - - - - - - - - - - - - 90 -------------------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - -- - - - - - - - - -- - - - - - - - - -- - - - - - - - - - -- - - - - - - - - -- ------------------ - - - - - - - - -- - - - - - - -- --------- - - - - - - - - - - - - - - - ---------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --------- - - - - - - - - - - - - - - - - - - --------- - - - - - - - - - - - - - - - - - - --------- - - - - - - - - - - - - - - - - - ---------- - - - - - - - - --- -------- --- --- --- ---- --- --- --- - - - - - - - - - - -- - - - - - - - - - - - - ------------- -- - - - - - - - -- -- - - - - - - - - - 80 ------------------------------------------------------------------------------------------------------------------------------- --------- ------------------------------------------------------------------------------------------------------------------------------- --------- ------------------- --------- --------- ---------- ---------------------------- --------- --------- ---------------------- --------- ------ ------------------- ---------------- ------------------- ------------- --- r --- --- --- --- ----------- ---------------------- ------------------------------- ------------------------------- ------------------- -------- 70 --------- ------------------------------------------------------------------------------------------------ --------------------------------------------------------------------------------- ------------------- ---------- ---------- ---------- --------- ---------------------------- ---------------------- --------- --------- --------- --------- ----------------------- ------------ ---------------- ---------------- ---------------- ------------------ ------------------ -- -- --- --- --- --- ------------ ------------------------------- ------------------------------- ------------------------------- ------------------- --------- - - - - - - - - - - - - - - - - - - ------------------- - - - - - - - - --- - - - - - - - - --- ---------- - - - - - - - - -- - - - - - - - -- ---------- - - - - - - - - -- - - - - - - - - -- --------- - - - - - - - - - - - - - - - - - - - - - - - --- ------------------------------------ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --------- - - - - - - - - - --------- - - - - - - - - - ------------ - - - - - - - - -- ---- - DRY STACK BOAT HANGAR - - - - - - - - --- . . . . . --- - - - --------- - --- -------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - 60 - - - - - - - - - - - - --------- - - - - - - - - - - - - - ------------ - - - - - - - - - - - - - - - - - - --------- - - - - - - - - - ------------------- - - - - - - - - --- ------- - - - - - - - - -- - - - - - - - - --- - - - - - - - - - --------------------------- w - - - - - - - - - - - - - - - - - - --------- ------------------- ---------- - ----------- ----------- ----------------------------------1 - 10 ---------------- LT ----------------------- -------- 1 L I --------- --------- --------- -- ------------- --- ---------------- -- --- -- ------- rf ----- I ----------- -------------------------------------------- ----- ------- 16L ---------------------------------------------- --- ------------------ --- -- - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - --- - - - - - - - - u - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - V) Nc A- 50 cl uj < -- (01 - - - - - -- - - - - - - -- - - - - - - - - - - il_ R -4-4 co I.- - Lu 6 - - - - - - - - - --------- --------- ------------------- ------- < 0: 0 --------------------- 1 ---- -------- I --------------------------------------- - - - - - - -- - - - - - - - - --- - - - ---------- - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - -- 0. - - - - o C05 ------------------ Ir3 u ---- �+ ------- --------------------- -------- --------------- --- - - - - - -- - - - - - - - -r - - - - - 4 - --------- --------- ------------------- ui ---- ------------ tle -------- 0 ---- nr -------- 1 --------------------------------------------------- - T ----------- 40 t r I ------------------------------- ------------------- ------ IT ---- I ------ - -- -------------------------------------- --------- --------- ------------------- ------ F1 ---------------------- ------------------ ------------------ T ----- F ------- 1 ------ ------- ---------------------- I --------------------------- ---------------- --- ----------------- ------------------ --- ---- T ------ ------ - ----------- - ----------------- --------------------------------------- INTRACOASTAL ---------------------------- WATERWAY ---------- ----------------- ---- Ll ------------ ---------- --I -------- 1 ----- L ------- ------------------ ---------------------------------- ------------------------------- ------------------ --- ---- L J 30 ------ - ---- ----------- ------------------------------------- ----I a------------ --------- -----I-------- -I ---------- -- --------- --------- --------- ------ ------- C ------ 4 ----------- -------------------------------------------- ------------ I --------- ------- 4----2 yrF ------------------------------------- ------ 4 + ---- A ----------- --------- ------------------- ---------- ------ Fj I CLUBHOUSE f + 20 - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CAR - - - - - - - - - - -- - - - _T - - - - - - -- - - - - - - - - - t ,,..,,-COVERED PULL THROUGH ------ - r ---- 1 ----------- - - - - - - - - - ------------------------------------------- - - - - - - - - - - - - - - - - - - -- - - - - - - - ---------- ------- I --------- --------- ------------------- ------ r I --------------------------------------------------- ---- F 1 ---------------- J ----------------------------- -, ____ ------ - F ---- I ----------- 10 --------------------------------------- 12' WIDE FIXED PIER --- ------------- TOP ELE ------ VIBULKHEA9 9.50 1 1 dFE-10.13- -------- I --------- ASPHALT T PARKING LOT-\ ------------- -- -------- i ------ BULKHEAD - BOTTOM EL 4.50 Tr tLtV 7. - - - - - - - - 71T-0 ft-FEVA-fT� b -DUCT - - - - - - - - - - - - - - - - - - - - - - - 7� 7� ........... _Al LH VE ALT�NL�LO�. . . . . . . .. . . . . . . . .. . . . . . . . . . . . . . . . T H AR. E . N '. - - - - - - - - - - 6' WI DE FLOATINC DO D - - - - ---- - - - - - - - -- EXISTING G ------- - - - - - - - - - 77— l!- f 7 7 i, ___r�ff 4 ril -ail i —777-=7 r--- wt, r4-r ------ 4-k ----------- ---- I --------- 0 r=- 7t- Nu - - - - - - - - - --- - - - - 7_7 art T 17 1 1 T_ i'7 17 7 Z, fEL n 7,7, 17J 71, 4 7, 1 0 L4 r �4 4 L 0+00 1+00 2+00 'j+00 4+00 5+00 6+00 SECTION A —A z _j uji zi I jQI 1) ro V` 01 X Li Xi IF— Lid I in w A 'I 10' WIDE FLOATING DOCK = 10 WITH WAVE ATTENUATOR I 0 mLi l cr 0 0 - - - - - - - - - - - - - - - - - -- - - - - - - - - -- - - - - - - - - - ---- - - - - -- - - - - - - - - - - - - - - - - - -TOP �_QF _BRAIL -TOP -E L-E V, - - - - - - - - * - - - - - - - - - - - - -- -- - --- I - - - - - - - ION ------------------------------- t 0 ------- H_ 7p F, , —� T - - - - - - - - - EXISTING - - -- — — — — 77' U Ulfi lZa L1=1 Ull f LS 7 71 i=1 1 ii= J E! i I L-J7 --- - ------- A . H I . i; ;—I I 1-_ H I i 1_'_' W rl —10 �p I 1+00 2+00 3+00 4+00 5+00 SECTION B—B 50 25 0 50 100 10 5 0 10 20 HORIZONTAL SCALE:111= 50 VERTICAL SCALE:1//— 10 6+00 7+00 LEGEND FILL DREDGE EXISTING GROUND EXISTING GRADE PROPOSED GRADE CAMA CROSS COALI REAUFOW. CLIENT: C( ADDRESS: 3( CL CA PHONE: 54 :CL SEAL STROUD 037376 C-) - 151A HIGH MOREHEAD s" ,J( 27) 47-7 CHART