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ZONE 2 FUTURE BUFFER;` � {— r \ f 1 a a"-mSy4h •rb �k Stic ,.+'•t4a1 4K1u.. �/ fir' ? \ k..-.a IS ASSOCIATED'WITH � I: 4 / '� \� :' / � ( / i � RESIDENTIAL CONSTRU471gN .. ,/ � IJIVEOHO " I NZ�0.i r Vt v; / z �oWya�zz fJ t9 �0.L,EE L4 O �0�03= � BLQW- UP ® a ov 1" = 2 0' 1" = 2 0' 1' = 301 1" = 6 0' yfi =l' d r 7 'WySr_�51�J�' iL d,^w'„r`�'{ 3�5�•'� � � S p�' � Iv \ / ,�,_,�.�.- "_"_'�- tf'a+'7 Hl s2�t;�� �"' "fie:i�i•r� �' sdn r ,''/� � '•�� 0� 404 OU4 18" CULVERT " r`�f / I✓ \Ise BRIDGE END WALL FILL AREA #8 78 SQ.FT O� �..... etJf s / 4 k � l h S a t tf f r v v 1 ry 7 � Jr I FILL AREA #7 200 SQ.FT \ ? v I°` \� ` 4 F' FILL AREA #9 761 SQ.FT. 1 Skr`,a �al,+�, ,� U ,.-• ��, \{J F.. "i'_.�, �.' �,/� .�•r 1,: W •r,�'r'k pt's�' ,c"d �(. VNE �- ,+. - �.+ efJ FILL AREA ¢d,8 1,770 SQ.FT. ,,{•' ,. ' F— AAda, . '•' *��?�!` Y :+ '"`}k 4r 1 o-r �4 / 404 LINE 7 �,.,4�''a�,e�a... _ .,4a;"&�� �� b?^ F,J z- ws' fi``� �f 3 �— ;, •'�-�..0�.,' �ra..��� �i- �J k,t f,kw7 a`r= il�'� .�zz�. �F,��.-a �, } S 's -"•',. n. 2 �"r �"'ti.l;^` 'd/ 19 st. ?' 3.a.�' ",* �,.•: Jr i•5t .: i w `~;*'\.�a:.F^�,"?^'"t 'n+,"�'r { :.e`V°, _ -s :_-af�' t .y tr r \ •�i J{ '',. \::, 1..�:• •, e.x S" O : ``� rf F Z } S : / \ S =L / Ik'"k.'�,+ I� yA'�:»w / i r,' '•` ,SA 35?` ti+7����fi�� +' �r.7 ,t�• \ �S'� _ €•4 ab moo'! : :r r 3,^• �� z ha�7�✓ \ ' 1 �-.ks �/ SON , �� f 1 Z Z .10 ]BLOW UP - FTT_T_ AMA 6 13LOW 12 FILL AREA 7 BLOW UP - FILL AHEA 8 BLOW UP FIU "EA 9 1" = 10' 1" = 10' 1" = 20' 1" = 30' z LEGEND: SCALES VARY) ...... EXISTING ASPHALT PAVEMENT •:,'v l L —1 LL N e �i I ` \ r \\, O r Q EXISTING NON—COASTAL 404 WETLANDS ZONE ' I_,k^ �i tl/ N = ELEVATEE3 WobD WALKWAY m ` EXISTING COASTAL WETLANDS L' ,'a• ��`` BUFFER ZONE IMPACT AREA I;' 5 �3'ti 1 PROPOSED WETLAND FILIOR, (PERMIT APPLIED FOR) ;.q . .. WETLAND PRESERVATION/ \ 41 ' oA �- rr e� MITIGATION AREA — 5.0 ACRES j Y \ tl�, a» dx 4 APPROACH V? I s $ e' PROPOSED CONCRETE PAVEMENT �x * ' // / `" f' ( 10' K \ \i/ FILL AREA #10 1,222 SQ.FT. , f 18" DIA, CULVERT � \ a BUFFIEIR ZONE IMPACTS 1 ZONE 1 IMPACTS (BOAT RAMP AND TURN—AROUND): TOTAL- 1a SOXT. \ ���'yr' �'$1''Se;Sri' s � / � /•..,' - \'.^' '`` O � \ \ (^' './ ZONE 2 IMPACTS: TOTAL' 5134 SQ.Fi: y I \ ° BUFFER ZONE IMPACTS / \ BOAT RAMP APPROACH: 3,241 SQ.FT. , , � z ,k. � w,' / ZONE 1: 1,484 SQ.FT. \ 7 ,w• .> 1 �1 F �s a � � ':ZONE 2• 3,241 SQ.FT 1 t _ rl • OTHER ROAD: 393 SQ FT. �y� 4 � �, ; BOAT I: I �, \ \\ COMMISSION N0. & RAMP / \ LOT 21 RESIDENTIAL: 1,500 SQ.FT. tik / / / l � \�'�'` SECTION 4O4 WETLAND IMCT AREA TOTAL 21,422 SQ.M 0.5 ACRES DESIGNED BY PA ( > AREA 1 3,592 SQ.FT. (0.082 ACRES) / PIER AREA 2 212 SQ.FT. (0.005 ACRES) 18" CULVERT / AZ I �r DRAM BY \, / \, t„ / ASPHALT OR GRAVEL AREA 3 130 SQ.FT. (0.003 ACRES) �! �'' �'' �, ae` WALKWAY ON GRADE CHECKED BY AREA 4 2,923 SQ.FT. (0.067 ACRES) -{_ a P FlLL AREA #11 887 SQ.Ff. I :°` D AREA 5 ( 9,647 SQ.FT. (0.221 ACRES) °� y� / s ISSUE DATE AREA 6 78 SQ.FT. (0.002 ACRES) �' � ' / �oP // 12-3-0 AREA 7 200 SQ.FT. (0.005 ACRES) z AREA 8 1,770 SQ.FT. (0.041 ACRES) / = � '� y* 2 SHEET NO. AREA 9 761 SQ.FT. (0.017 ACRES) :! AREA 10 1 1,222 SQ.FT. (0.028 ACRES) AREA 11 ( 887 SQ.FT. (0.020 ACRES) BLOW UP - FILL AREA 10 L 11 BLOW UP - TRAM 1 ft = 20' 1" = 40' 1" = 30' DRAWING FILE: P05089—coma OF 4- SHEETS PLAT SCALE: 1°°=50' Z} i u°t► s Z W 8 �cL f� Off!N � N^O 8'—'I PROPOSED V # N N IMPACT GRADE 0AREA 2X6 DECKING 2 W � v 2X6 JOIST 0.4 CCA ti a Z N '� X cr 15 CULVERT ON o= WETLAND La 4 x8 x10 WHALE 2x6 GIRDER �. ag n M EXf5n/d5 R 88 SUBSTRATE a NTS z a M 3.0 O W® La If Z Ix c LLJ NWL 0.0' WOOD PILE 5 j o TYP. NWL 0.0' )n NWL 0.O' I Z Z a LLJ U Q " 99 3.5' — WOOD NTS PluNcs *STRUCTURAL DESIGN BY OTHERS PROPOSED IMPACT SUBSTRATE STR ATE IMPACT AREA F-- AREA — CULVERT 6R o NTS SUM An BOAT ljf7 151ECTIQ SECTION "B-B DESIGN BY LSI MARINE CONTRACTORS O 0 O o *STRUCTURAL DESIGN BY OTHERS ��� O3W a ci wor12,=oq' 5 -•� BACKFILL oo n o o a o S rn Z WOOD a W ix �(Nwmg GR ( PILINGS I o IMPACT GRADE O8 NoN�wp �zoa PROPOSED QU{y AREA = �'PP z 0 rLawLLoa oF`,` OssO FILTER CLOTH 4.01 — — —. _ ---�.,— o _ a o?zd MAX — m gpCK 1= �X/5nl�5 " = o�=� � s NWL �0 FT ASL 9a » s>z4r �_s g z 025' a0.5 SEMONC® NTS PIER SECTION DEADMAN NTS *STRUCTURAL DESIGN BY OTHERS WOOD PILES AND SHEETING TYPICAL SECTION OF BULEHEAD PROPOSED IMPACT �? w w O IMPACT IMPACT GRADE AREA U) 16' NTS AREA *STRUCTURAL DESIGN BY OTHERS v v w OPEN/SCREENED SHELTER —a G' - - - �- CULVERT --- --- �'�' ••.•_ �• __ CULVERT Q 0 — �FX/5nAF5 aLu a. a a w w v1 to ._.. s s SECTION 89 99 PROPOSED GRADE00 S S-, = T " IMPACT 0 OD ALE NTS AREA ri Q N N WOOD PILE _NWL D_OlyAL = 10 �_�YrSnxs •- UBStRATE IMPACT 6R4!)F OD`SEE IPILE AREA 89 98 N Z PROPOSED SECjjQN GRADE PIER AND GAZIEBO CROSS-SIECTION NTS — NTS — — a E �Fwsnx6 z *STRUCTURAL DESIGN BY OTHERS , SECT TLON a9 Q NTS U Z PROPOSED BRIDGE SEM L TH S SHE T—affiER FREE STANDING SLOTTED BR R Ens (DESIGN BIY OTHERS)ET 11rPROPOSED BULKHEAD WITH DEADMEN AND BACKFIH NTS GRADE ADJACENT TO UPLANDS *STRUCTURAL DESIGN BY OTHERS IMPACT PROPOSED AREA GRADE q 0� FREE-STANDING CULVERT ��05nAr IMPACT 6�ADE MAX. SLOTTED BREAKWATER � !8 5T1.4DE alpaCTION !9 ag AREA Z IN FRONT OF WETLANDS SUMN 1.0' NTS NTS O -NWL -0 FT ASL ( OADWAY RIVEWAY DW ELEV. V i ® CL-0.7' 1/4M Per ft Lt a Per{ 1 P�ft' RAIL Q j D 1 BULKHEAD WETLAND IMPACTS m wHALERs PROPOSED �3. 'o? IMPACT GRADE 12" RCP DITCH INV. 11L AL a AREA 0 CL-1.35' -- INV. 0 CL-1.85' - ' -- -- -� *"CL" IN THE DIAGRAM ABOVE REFERS ._ cuLVERT �Fx/snnr6 TO CENTERLINE ROAD ELEVATION. 404 WETLANDS 99 ON SECTI ®I SECTION 404 WETLAND IMPACT CROSS-SECTIONS EUX-SUPPORTED BRIDGE NTS "A-A" THROUGH "I-1" AS INDICATED ON SHEET 3 OF 4 DRIVEWAYTYPICAL OVER SECTIO 'WE GAPS TO MAINTAIN N.T.S. HYDOLOGIC CONNECTION N.T.S. TIMBER BULKHEAD/BREAKWATER PROFHZ Q m NTS PROPOSED ROAD *STRUCTURAL DESIGN BY OTHERS 40.0' NOTE: _ - „ _ _ MI_ = FISTIG GRA[7E ED RAMP SURFACE 20.0' RAMP BELOW NWL COMMISSION N0. BREAKWATER TO HAVE 5 FT. OPENINGS EVERY 100 LN.FT. - - _ WATERLINE P05089 I''C R MR BROOM FINISH DESIGNED BY D .. . �• . DRAY�I BY TIMBER BOLTS (TYP) 4" CRUSH RUN 1,` AZ PILE 4-#4 REBAR o .'as CHECKEDBY N.T.S. D z ISSUE DATE 8" CRUSH 11/11/0 SHEETPILE RUN 1/2" GAP PER 6" BOAT RAMP AND APPROACH 9a 89 SHEET NO. FREE—STANDINGPLAN VIEW OF NTS NOTES: BREAKWATER IN LOCATION OF WETLANDS *STRUCTURAL DESIGN BY OTHERS 1. DRAWINGS NOT TO BE USED FOR CONSTRUCTION PURPOSES 2. PILING DEPTHS AND DEADMAN SIZING TO BE DETERMINED BY NTS GEOTECHNICAL INVESTIGATIONS AND STRUCTURAL DESIGN RECOMMENDATIONS *STRUCTURAL DESIGN BY OTHERS DRAWING FILE: P05089-cama PLOT SCALE: 1"-50° ®� SHEETS) . COURSE BEARING DISTANCE COURSE 13E G- bjsf'ANC�` ARI� BEARIN6 DISTANCE CI TO C2 S 78'54'32'W 5 2.4 T�' HI TO �H2 '.:N 66"4'6'OV.W '5: C2 TO C3 S '87*59'06�W H2 S 7'98' DI'-TO D� S 5O"5813V!­w.­ 64.36' 79.'IO'I.2`W '10 4 s13'3­ IJ2 JO -b3 S. 56,76' C3 TO C4 N 51'20'48'W 4 9,19' 1b.:H4 - S 83'14"34"W P3 TO D4 66!;R6,2J;w I I 1<;,cER,TIIFfjI ------7-� 83.34' TRAT 7 C 4 TO' C5 N 43. S 3-3,4.9,w 32.62 H4 'TO. H5- N 80'23'541 D4' TO D5 OF-ViEFTIA, DIDS REG : - - - AS DETERMI H 1C I, Cp THIS DATE...':,-'. .41THEREI&A 614AN�xg,i A H/ 11 1 ,TION C7 TO C8 S 36'0.9*24'.W M.52' H7. 70. 118. N .56'38 1 2 TO D8, S, 66'*04'.44'W 71,63' dF 'DRAWN FR VI I - '24'W. 34,84" TO: H6 N 20*11'251'E '20.90'� '-5I**55'I9-'W- ". :**.it - * C5 TO C6 N 65*57 H5 w, N 59*57'17*��/ 71.38' Copy OF Tkib kAT f0tzr�hFijts� D5 TO, D6 S N404'OF*THF C6-. TO C7 N 8143W37'W 5L]q, H6 T[)'�117 N 80-45'16'W 5LOO" D6 TO D7. N,33*02'49'\� 4M3' u WATER ACT '46 w A 3 D I HIS DETERMINA' CTjO 0M. AN ACT I LAND- �URVEY , C8 JO C9 S 25'53W�W .44.05'. H8,T0 H9 S 73".5910-1W 42,25' 51,86� FONOF*S8c*ftON'4Q4 JU8)ST.1 LAL D8 TO D9 N- 7!5'34'03'V 64.40' N MAY 8�REUE UPolq::, A-S..'SHOWN ON T14 USING '-AS' THAT� THE E'RR -.-ALCULATED C9 JO CIO S 7A`27'24'W - 45,96, H9.TO HIO FOR A-PERIOD Not To-ExdEtb Five.(5�,vtARS- 1:10 C I,S''MAP AND S 39'I0'Owjw D ' -09'23',W D9* TO DIO N.:--88.'40'56�W '. 56-06' u t:I I=POO I N A FROM Tks DIATEi' OR".01T ILI;T�H8-196�-CoRps 011 W 13Y LATITUDES AND DEPARTURESj., L (b EERS P., PARED IN ACCO V­ D � %qCE WITH G.S. CLI TO C12 N �38`35'03"W 3 4.4 4' w 53 77' D11,TO D12' N-61*281i'91w 5 3.4 V D AL. 7NAT CIO JO CII S' 19`0513W 49.25' .HIO TO_H1I- S SG DIO TO`.DIl -69.05' "0 H12 S. F.0 b Q; ABOU HOWN "NO' '09'43"jW_ IY12 �R AT! AS' AMEOE C12 JO C13 S 17'49'OWV' 48.0W, S .35 r .HI2 TO H13 5 TO D13 /1-191W 70.52' � i IZ) OTH,, C13 TO C14 S 57�56'09'.W OK w.'.UjS 47-30, 32' 4 7* -.39, THIS m ON' . AP­ HAS.,-BE CI-5 TO C16 S 69' H15 T'O. HI 6 T . :1 56,193' H14 TO H15 S 1'17'37'85E. -59-44' D14 TO D15 W 08'58'42'W 66.78' (" 1.) s C14 TO C15 S 77 .7'W HI.3 . ro HI 4 S '32-21,20.1w 48.76' D13 TO D14 N 66'37'34�'W 4 0.4 6' S NES AM ND -SEAL 'WIT Y% HA ' C-1 .1 41): -16 'TO C17 N 35!05'30'W 4828' .12!37'V 5 4-.71 S 56*09,11 lw 56.28' NCO N .69AW' H16 TO H17 S t 66*41'59'1W C17 TO C18 N �3'4�'36`.W 49.11'. H17 TO HI 8 -S 06,10,22,1w Traz C18 TO C19 N 55,oi,42'�/ 53,29' T 64.63' HIS,-TO H19. -S '�3�29'44E 46.50' Cb 1w C19 TOtC20 S 77*11'03 '61,35,' H20 TO H21 S 27"48.'57 E 57.74" 329,73' DATE p C20 TO C2.1. N -24-009'41'�4 '57.721 H19 TO H20 S 65*05'. 7.4 3'. P UNGO R IVER 00 L C21 TO*C22. Q N. 56 47':O�d 53.79' H21 TO H22- S 01*24`5 10 41 S 04*50"24'E q 59.-67! 7 P) C22 TO C23 N w C23 TO C24 32.G-7' 'N- 06*18'284E 4 7.72' H23- TO H24 S 44*26'23'W - 50-43' H22 'TO H23 0 45'27! 00. C24 TO.C25 N 37'04'13'W 47 76' Q)to N'. C25 T 0 C26 N,5O'4G`O7iIW 1141' '29-58, .56' H24 'T H25 . S 16*55'57'W 4 3' 'A H25 TO. H26 N S 62*43"24'jW lo(,7 C26 TO C27 ' fz; ND N 38*52'50'W 31-22' LIM' RIVER 7- A AIA C87 TO C28' N 31'�5'57'E� Z PA M- 51-40' H26, TO-H27' S' 00-18,45rE 31.62' S 50*58'31"W T 0 49.98' H27. 'TO; H28 N .79-14'48'IW INN, .�N 2.31, C28-TO C29 N.81*3 4"41'E, 45:26' C29 TO C30 -N -32*44'57'E W. 57.99' H28 TO :H29 N­.SW�4'33 58,30' 1/t 87-14'29)!W 14 NE R/ cr% N 32 H2.9 TO H30 -S. 66*20'36' 2� 55,21' 1w . 38.95', 5 C31 TO Q-32. N 15'39'09�E 28,22, 6i.13' 9B.9B C30 T 0 C31 N 50'54'52'W 65,85'-- H30 TO H31. N 50*3 w - �371o7vV BULK '-H' EAD -32 T 0 C33' H31 TO' H32 N 2.4*35'03" C 74'86' 112.27, 368.70' C33 TO C34 N 89"53t9'W 60-18;26'i�'! 4.64, 4 62,03' H32 'TO H33 W 0 N 34'48'30-V N 38*58�151W 'TO C-3 5,, N' 85*28'49"%V TO H35 N 50-03'25"E -4A'5 CO. N 88"37"17"W H33 TO H34 W 7a'43!II11,Q 68.19' .10 C34 Z. 8.65' ' N 07*02'43'W IA35 TO. H36* N 56*52'52'�d 54,05' 50 A/%zo. C,35 TO C36 56.93, 30.68' C36 TO C37 N 29' .54'53-E 48.96' H36 .TO LINE ru N 76*01'44',,W z 0) S; C.) LL U. ICL Cp. 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