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HomeMy WebLinkAbout76-08 OVERSIZED PLANSGi VICINITY MAP NOT TO SCALE 4,, c) O � s� �� G 7376 �A C? S1 TE � <v000, No Vv /t / _ • . ..._....._ ....._ . • ,I-- i 'INNER FORMERL r ANKS DB' 1551� PG T72LLC '— �J \ / ERB S 5 T '0 , .,• • • ' '` 244 Oa W S E5p', 4 O�� � Q�• / // / `_ __ / i (IP 5g�'0g» E S 5p1 /`20' INGRESS, EGRESS �oJ� 4�' 3 / l I 4-\ I _ 85 55' E AND REGRESS s _014' NP 09" E `89.29, �NOW / 0,9 ( ( ( �'- � NNp E C. DA Vr FORMERLY 128.10' \ \ DB: 1063 PG �84R T 4 ( / / ( r� Il EIP NPS RA EX � 1 ! 84.31' I l I �4./ I i 1 .-1, NOTE: r PP ( ( I 0 I p , AREA OF TRACT = 248012.29SF=5.69AC � N Ai -A/ AREA WAS APPROVED FOR 9 LOTS BY BEAUFORT COUNTY, AXLE \�� LOT I I asz,l (( /. i 1 �� BUT WILL ONLY BE MAKING 5 LOTS. ' / w N 42495.06 249506 SI I r� \ { PROPOSED BOAT SLIPS = 10 SLIPS(12'X25') Ln p 98 AC F i 3 i I 1 I I II 1 I i ``� EIP N I ^ LDG o AREAS:`�� ERB .e`° Ex. P 0 y— ���Q�OQ MAIN UPLAND AREA /. 3.47 ACRES / .,/ O / ExiSTI '^\ —------ _ �� ----' I i � 4 6 CANAL UPLAND <� NvG V RTAEVEL� RO0.14 ACRES C,(PR/ RIVER UPLAND AREA � A �4"' AXLE — — — — — — — — �—� — EIP / 0.50 ACRES ��,�, ��C�G o��'� PPG I! I 1 PUMP WETLAND AREA o 0 lz- / c, / w r DISPOSAL AREA li o USE i f 2! 2.81 ACRES � G, Q Q- ° C x 550 p / Ln t Co i l/ II �� I / �l NP I l / ¢ ! �. �- ^°,All tea' `�° /I' I( / — •�•, I • .'o' •'♦ \��_� .••� j j I .+• �(�4/� `� ••� �' �• 3 3 o;• ••�••.....•'' • ! SILT FENCE ALONG 4 Q W'LANDTOE OF FILL AREAS O \ ��e���O / QO �� •,`p�gND / •` ' • o TSILT OE OFFILL`� L N o i� l p0 Q QQ' Q& `•, IPS %• ,� '•'�•• Y ; on E ''- / 1 / a- � �; o� Q �Q' c�' a Q G� �, ' 6' . 4- o n 3s SOT 4 "' LOT M4pe� so.6� N NPs L07' -,�,. Q 95'83 SF 62233.7 5 j l / o <c, �o p = �o z O q�• 0 4 wETc �-- 320 2 O qC 1 3 SF / O �� ��• ANDS 92'93 SF ( 43 AC �' I 0, 74 O T 3 �- 4- ti s000zb AC 38105 51 SF ,,.- �I I 3 , I �\ ` � sz 5 BOA 0. 8 / AC —THIS j ! IS UPLAND AREA WILL . �N "\ \ \�� z PS _ BOARD ALK 4i)4 RWETLANDD TO BE CONSERVATION EA A I j � ,, EASEMENT i �„�S( l . T[7 BE DEDICATED �. N I /5.0' BOARDWALK TO BE �, q TT X 15' PI \ \ > ,•� ; �,• ( I / MINIMUM OF 3.0' TO 10 BNLkNE T �\ \\\ \\�S 1\ o o ••�. �� / / BOTTOM OF STRUCTURE / q0 / •�, ••�• N! \ �^ rr � FROM GROUND. + QP = 2,3� � I �• '�,,� •♦ \ / ELEV. = 3.5' / �° _ _ VOLU X \, ` 1- I • 6825Sc '` W I CA ME OF 8s S OF UP +/ _ NP 40 AVAT10 SUPS LNPS M 8 �% LAND )FLArID ''� / X _ \ WETL N a 887 LEx S PROP Sy «��„SOS ''�•,`., !, / ) - EkC AND Cy HOR OR N — _ SL'68 AREA TO BE EXCAVATED �• �`,� AVATION 44 +C LINE RELINE NPS-.M „2C �,0 OS'921.'• / E v�0 66 SF+ EL E�;_ 9S N•.,..Np..._,., - / - 4 C� + S „L2,9 b.69-•Iv _ _ — — ' \ / / 4" \ �` _461 E�=-4,6 E'-=-4,97 +_, k�L%,3x °X12" CAP RAF 140N (OR EQUAL) NON WOVEN \ AREA T❑ BE DREDGED �OC.j �, , ,2 . — g �' A DA �'5,1 / _ FILTER FABRIC PROPOSED FILL GRADE '\ VARIES _ I 10' , t�- CQ �`�� + - S __ w� P �� „ / v.vsE� /V EL CANAL 1S k��,-h �� AREA TO BE FILLED /, �� _ _ +_ 'D'19 / 4" X 6" HORIZONTAL � , - , •� � \ y / P V � WALERS -_"� ' \ Q \ •"� \` / c,� i v�'� /�i ,� - __ BLICTRUSTwAT � ER WAY EXISTING GROUND NOTE: THE SHEETING SHALL TOP ELEVD BULKHEAD / BE 2'-0" BELOW SOLID TO BE SLATTED 3 5/8" STAINLESS STEEL R00 J Q 'T (THREADED 2'-0") GROUND LEVEL FOR EACH '� �.- / IF BACKING WETLANDS •off, 1'-0" ABOVE GROUND LEVEL: � 0 DIA. PILING O 6'-6' LONG �� � • /\// / / O 6' O.C. DEAD MAN / `V O �• �. CIO / GRANULAR FILL (SAND -PEA GRAVEL) / (I� -J \ �'•�•• ��v / �4 G(� Y1 Lttj Q m V X8"T&GSOLD WALL GAPS WHEN BACKING WETLAND AREAS •I �v '� �O O m ^ O � ALL FASTENERS TO BE HOT DIPPED GALVANIZED THREADED ZO O O J� ^ ^ tJ c7- THREADED 5/6" MIN. DIA., OR STAINLESS STEEL AS SHOWN. 1 ' QP • / y / O Z O O �` •10' DIA. PILE O 6'-0" O.C. J O Z O Q I / / � / EXISTING BULKHEAD 1'D e� 'n�se m �Q) C� r0F ELEV. _ .3 BULKHEAD DETAILS. 3A0K -EXISTING BULKHEAD IS FROM (Z) A e � M 6'l Z 6s 2166 4DE -NARROW INLETS ACCELERATES SEDIMENT BUILD-UP AT B I C MOUTH N TO RIVER AND THE SAND FROM THE UPLAND Ace 3ULKHEAD BOARDS (ADJACENT) AREA ERODES TO THE INLET CANAL, � s � / \���P` O�••0 / • GAPS BETWEEN BOARDS -BULKHEAD FROM ©-> ©-> O TO BE REMOVED. 9CINC WETLAND AREAS X `'v � �• TOP D=3,5 OCK' ' -BULKHEAD (Z -> © TO BE RETAINED. ---__- _. GROUND______ -BULKHEAD ©-> � WILL BE NEW CONSTRUCTION. 7-0 c /~ EX 'Aw" n. i 0�"pol I� pR0 MSL EXCAVATION ABOVE MSL TYPICAL BULKHEAD SECTION NTS L. 3.5MSL SET PILES MIN. 12'-0" IN GROUND ALL FASTENERS TO BE HOT DIP GALVANIZED THREADED CONNECl'ORS 5/8" D MIN, ALL TIMBERS TO BE CERTIFIED FOR USE IN MARINE ENVIRONMENT TYPICAL PIER CONSTRUCTION NOT TO SCALE VL 0 BRACES NCH SECTION) 2"X6" DECKING-) DRAINAGE BOTTOM GRADE TOP ELEV. = 3_!�n' 2"X8" STRINGER OPENING TOP OF BH SUPPORT BLOIICK 4,0' TYP - — 8,0' TYP CD N WL = 0.00' �).0 13UARDWALK ALONG" BULKHEADING IN BOAT SLIPS NTS ryryo ^D - �0/ // WOHOGAZ PIER 5.0 EXTEND T 0 WATER DEPTH EL_-4,57 c1 2.30' p EREAReAREA _ 950 �SS, A = 1540 SF SF /(b ph'SoOSe 2 d NETEI MIN, SLOPE C 1'/ 100' = 1,0% 1,0% (20') = 0,2' NEEDED TO MEET SLOPE REQUIREMENTS PER 15A NCAC 07H,1205(c) SWIMMING SAFETY AND DIVING FROM THE PLATFORM IS GREATER AT DEPTHS OVER 5,0', M .00 G q DOS Wq TE Ti �jT ED I / \_ � / EXCAVATION BELOW MSL 3,0'\` ` EX, BOTTOM PROF TT M I I, I = 5, 0' CANAL BOA DW Pq• I ELE . = 3 Sn LK ECu /CO R/ ` , ER 7,2' 30' 7,2' MSL 3.5 +/- - — — — 5,3' a PROPOSED ;,=OTTOM CROSS-SECTION A A CHANNEL DREDGING DE IL NTS TOP CROSS-SECTION C C BOAT BASIN DE AIL NOTE: THE BULKHEAD SHALL NTS BE 2'-0" BELOW SOLID GROUND LEVEL FOR EACH 1'-0" ABOVE GROUND LEVEL �.r\vJJ—JtU IIUN ti CHANNEL DREDGING DE IL NTS 12.0' MIN. 12.0' MIN. TYPICAL SLIP DETAIL N TS ELEV 2 30 Qcj J w Q < U Q m Q Cn ¢ z Z J q O - w w w LL.I II o C7 N o I I I 01 13, 0 CD CD > > > ry W Q r� V a ° z� % y a �IIlII�II C) I��II I III 000 0 I I I I II w C J~ CAI Q WLLJ _Z Z i— C:) ,I- of � LLJ rD W � �J J z ryzCNI 5, �V)0 zzN .LJ z� , �• �`"� N -'ZLd Q � ,n N Z _ n (/) V J > Q z V O Of V) zi Imo- V) Z f-- v_ w Qz o0 Co LLJ L1J m X CL LLJ Of ~ L.LJ p U Q Ix Z Z -i co-) W > O F- > L.LJ -' m r Q O Q LLJ m 3SUE DATE:09-11-07 RAWN BY: RBD HK'D BY: RSJ DB N0. 05205 o PKNS LEGEND P.K. NAIL SET DWG. NAME: SITE O EIP EXISTING IRON PIPE *NIP O NPS NEW IRON PIPE SCALE: 1"— 50' NO POINT SET ❑ CM CONC. MONUMENT o N&C EXISTING NAIL & CAP o EPK o NPK EXISTING PK NAIL NEW PK H O R I Z: N /A OPP NAIL SET POWER OLP POLE LIGHT POLEomp VER T: N/A ❑ TEL METER TELEPHONE EPEDESTAL RAW RIGHT-OF-WAY � s RB CENTERLINE DWG. NO REBAR SET 0 ERB EXISTING REBAR o ERRS EXISTING RAILROAD SPIKE @cG CONTROL CORNER 50 0 5< Scale 1" = 50' SHEET 1 1 OF 1