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HomeMy WebLinkAbout49-10 OVERSIZE PLANST A T -AW 0A ... ... �I I d 1T4 �L y RKK N-� E -E -A N, W N0'ID,%, T H U'A'ROLIN — FOR PERMITTING ONLY —NOT FOR RECORDATION, CONVEYANCE, OR SALES — NOTE: THEE DRAWINGS ARE INTENDED TO DEPICT METHODS OF CONSTRUCTION FOR PERMITTING PURPOSES ONLY. THE FINAL S I RUCTURAL DESIGN OF THE DOCK SYSTEM SHALL BE THE RESPONSIBILITY OF OTHERS. 1 / in ZONED C-3 I I C I I ZONEDI C-3 I I I I i ( ¢ _ I \ I I I \----- 1--------�--- J-------1----1-1—J L--- WAIT BELLAMY DRIVE 40' PUBLIC R W — — — (300 POLLOCK ST., NEW BERN, NC 28560) — — — — — — — — — -- - ------ THOMAS 1. BANKS & / , ,' /11;f709a FT. S'UL DIVI MLA, DENNIS R_ BANKS /�,� i ,/,� (SPREAD 211 COW TAKC 6 ➢rY� / De 1688 PG 71e WXdAUN, hND.YEGEWE), ITAX ID: 8-010-027 ZONED C-3 I CD m CV 00 I 45'001 1AREA 50.D0' / / TOTAL r 74 SF z Z Co z / 2.67 AC cc w w ZONED C-3 I Co wm � � w I CID BUILDINGG Z z I w z (T0 REMAIN) � ; ;� aw � LL - i o CnI rCD Y -'� Z0E 2 k�lY PM�r RAc"R C U &i C wo `� a: ✓rs V� m a \ L. � �. v _. _ � - - +� �- >- z xlsTivc wood BULKNEAD%. z Y- a, i-c4- ?,E _ IEw'lRMP1 WATER 1141 _ C, ' �. y: m :ice — ,� •+. ux C ITWY-P I� I i I �\ a S PROPOSED MARINA ZONED R-6 I EX6w rooi3 NORMAL WAI R LEVEL Lo Cn I < } SPECIAL SEEDING NOTE: THE CONTRACTOR SHALL PROVIDE A GROUNDCOVER SUFFICIENT TO RESTRAIN EROSION ON EXPOSED SLOPES WITHIN THE SHORTER OF 15 WORKING DAYS OR 30 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING; AND A PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN THE SHORTER OF 15 WORKING DAYS OR 90 CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT. NO LAND DISTURBING ACTIVITIES SHALL BE CONDUCTED WITHIN THE 50' NEUSE RIPARIAN BUFFER AREA WITH EXCEPTION OF THOSE ACTIVITIES AUTHORIZED OR PERMISSIBLE WITHOUT PERMIT OR SPECIAL APPROVALS OF THE DIVISION OF WATER QUALITY. SITE CONSTRUCTION SPECIAL CONDITIONS- 1. ALL BORROW MATERIAL TO BE UTILIZED ON THIS PROJECT SITE SHALL BE OBTAINED FROM A PROPERLY PERMITTED BORROW PIT. 2. ALL STRIPPING MATERIALS SHALL BE WASTED AS TOPSOIL ON THE PROJECT SITE. I I EXISTING WOOO BULKHEAD - _ - - `�- \ (TO REAL4IN) EXISTING WOOD TtR L ,- \ NORMAL WATER Lc�_ \. 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SCAM Civil and Environmental Engineering DRAW P.O. BOX 15564 NEW BERN, NORTH CAROLINA 28561 CITEC PHONE: (252) 633-0068 FAX: (252) 633-6507 DATE: PC G, �L 135 :AS NOTED T TD 'V T17 A F_ F7-1 FT-1 CD C)TJ 7- =4 _-d ul) -/-) c_ C— F7-1 C) CD co m > W Q W S O A W J m c� J z m-, F_ x w W z W � o O w w :c _<c b TOP OF NEW BULKHEAD = 6.0': 4 - -- WAVE Aii ENUA ING DOCK (PLATF0RM) NORMAL WATER LEVEL SE DETAIL D, SHEET MLu- 5 0 I l 4 - -- - - r LIMITS OF DF EDGING I / 633LF x 0.3 CF/LF = 211 CUBIC YARD /-E1. - XISTING BASIN BOTTOM=-6'± / -6 3------------ - -- -�/ - PROPOSED BASIN BOTTOM=-6' I �DM4 SECTION A -A THROUGH BASIN MHOR. SCALE: 1 "=30' VERT. SCALE- 1"=3' 6 4 2 0 _2 -4 -6 -8 I 0 -2 -4 InI m ®i -14 DATtl'Af ELEV -15. 00 i:? 3IC YARDS 633LF x 0.3, -E -6' PIF jM43 2 SECTION B-B THROUGH HAULOUT M4 HOR. SCALE: 1 "=20' VERT. SCALE: 1 "=2' -12 -14 DATUM ELEV 15.00 c i LJ w S W � W _ V7 LcJ ;` 7 W Li W d � W v v TOP OF NEW BULKHEAD 6.0' 6 s 2 1 ! - FLOATING DOCK ,Pk! ! 71 BOAT LA NCB!// HAUL001 AREA EX.ISTh- E IPI BOTTOM LIMITS OF DRE F/LF = 211, CUBIC LING _ 1 ARDS 3 POSED BASIN BOTTO =-6' 3 \� SECTION C-C THROIJGH HAULOU ! M3 M4 / HOR. SCALE: VERT. SCALE- 1 "=z - FOR PERMITTING ONLY -NOT FOR RECORDATION, CONVEYENCE, OR SALES - _ NORMAL WATER LEVEL +I FLOATING FINGER PIER W F- W 0 w m w z 1� 1 FEL � �' r . `' PER,M T) I r, C zf ,''iJv) V ; %17 f A0 Nn L ;i II )N vv �T FJ)e � s1riT1 6' NOMINAL PIER WIDTH - —� i I I'll0 I1AL i LEVEL 3, It DELPIN LIINF n ELEPIO 'I "4�GU.,E TIMBER', FILING, EXISTING/PROPOSED BASIN BOTTOM = -67± 4\, SEE='T0N D-D THROUGH FINGER PIER iv!4 TO = :,ALE Lo Lo w N U Ln n �n < cl-i. w 0 0 x z L` T z 00 w o __ m o > z I r� W, W r7 � � N x o L>J z LO 0 _ Ch. I <!p, � � z 0 z O C) 1 ' � rnI O Y CD 77-1 (77-1 �.O V 2' 1' 3' BELOW NWL ZE; ZE: f r I I W N O O mrnl O o r rn I tom O O dmd H 77OD O O C mO m�J Mm m n rnm7-1 d O O I o ��o Z =oc �r O O C)-+ m m V) O O m O 0 MA SON HARBOUR MARINA 114 FIRST STREET NEWKERN, NORTH CAROLINA SITE DETAILS D 0 D 7 rl 7 D 7 D 7 aJ Cf-) n rTl a U� rTl n O z O C G) Cf7 O 70 O F7 cu O D IC7 Cn N O z 0 D C KF= m z c) " m = �a m x ><ul a mm CDD> a co:* 70 M� aT � z o r C> r � m �. z a � 0 � N m rn m -i d x m m G � o 0 o, C- Ill �0 a ^ C) C)a r D r,-1 rTl N m -=+ s z r-i � mr m Z a ^ :•' N o o O �, ^ zrn z cn C O r7 z D rn fTl T - N K Cf) m r m O W = z o � rn n m cn D x 0 c> m i� O � m l 70U) I ^� cp 7070 a ° ° - \ \\ Lo mp n Ft � cn z cn O O Z �7 ti �C Cn Crr�s� rnO CC)m Z O r G D D 70 r7'1 CDZ fr--- V) o_o x- D N Z O O D _ A _ z cn � O d z, ;;o Ti70 f 70 O r- T �m d m D x rn O O 70 O r= Z z D O O C d 7-1 PROJECT NO. 07056 AVOLIS EN WEER i u, 'I .A® SCALE: As NOTED Civil and Environmental Engineering DRAWN BY: JKA P.O. BOX 15564 NEW BERN, NORTH CAROLINA 28561 CHECKED BY. JKA PHONE: (252) 633-0068 FAX: (252) 633-6507 DATE: /0 = � m d D r drnz d N n rn r d rn O - z z m C7 0 z Ln z O N ^ l T �N � � rn D �J7 � rrl I z u . O � T� 3D �t- Qo m v O C QO Lfie1 oo.