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Home My WebLink About19-06 Oversized Plans 7/20049� NOTES, 0 - E105TIN /RAN ROD 0-E106TIN01Ra+RPE O - E05TIN9 C4 ICRE7E FLYlRBl7 "maRA55_'CRsr LEGEND FK -i �TID PANT cps -vrxlm PULE GRAVEL COVERAGE #-LrstffPOLE EXISTING - HRE NYLRANT m - n i,5PF X PEDPSTAL DC - K47ER VALVE ®_MER,*� ®-68 zMm4LE EXISTING ASPHALT COVERAGE ® ottr NET . air-5Ft7T 8.EVATIAV -----�•.__ - ARE45 OrW R NMAIE JE7W MD CALCKAM0 TO 94CRE L]W- RB-EROCE 08 9/6, fr, 544, - EXISTING CONCRETE COVERAGE hV 4, P650,, I56,116 67, AW DB X17 AS 34r. - %RVEY GATES 04423-77KM Of,W,174 AID 0%V41t74. V t$7 x-10.00 WATER DEPTH FROM 7-12-04 - _', 2DCH 6$ M_j S, 79 McAL 64.tD ON 1Y.65 FYXti`ENT •1E4 b' - IER01AN EV UV AN A -a - TNr515 NOT A VaWARY'..L" RVEY AID 15 NOT lNIE?dxv KR RECORCIAWN OR OCWVPYANcE. NOTES: 1. TOTAL LAND AREA: 96,677 SQ.FT. (2.22 AC.) 2. EXISTING PERVIOUS COVERAGE: 9,102 SQ.FT. 3. EXISTING IMPERVIOUS COVERAGE: 87,575 SQ.FT. (90.6%) 4. EXISTING IMPERVIOUS COVERAGE W/IN 30 FT TAR PAMLICO BUFFER: 16,325 SQ.FT. (88.6%) 5. EXISTING IMPERVIOUS COVERAGE W/IN 50 FT TAR PAMLICO BUFFER: 27,143 SQ.FT. (92.8%) GRAPHIC SCALE 40 0 20 40 �O ( fN FEET ) 1 inch = 40 ft. 160 I x aoo xo.00 x-r000 I x-laoo x -7.GY7 I I I I � 1 APPROXIMATE CHAINS I LOCATION BA5ED ON ' U565 TOPO MAP PROJECT DEPTH 12' I I I I I I I i I I I I I I PA..11 00 CREEK JO 126.6' can 2.2' 2 2-5toryo CANOPY •Block BI .4, R FFE = 6.8� PIN'�1605•-OB-y8-�z5g4._,REA = 41, .5'61+ '0 "1401' I - - - - .4 Ez ccr A 0.95 +/ AG3. AWWXL(XATIONOFEXDILAPIDATEDPILIN65 2-5TORYx-ace X 7•Qbt2 ) x-sso BLGeK METALx-16b4 0 0 0 0 0 0 0 o x-6� o 0 x-�s0 0 0 0 0 EV1LDIhYi -� nl9O L� 2ND FLOOR = IS.I' wF'9b' Gt�^s -A�- m s 00 0 0 0 0 0 0 0 0 ox 6 0 0 0 0 0 0 FFz = 6.1' M°° . r °s' �s, �, z-fig q, x-750 x-6.a0 �, "1 fix_ - '20.1' .� �¢s . ?•2H q' �� _ ° `:� -550 X -Z50 x-6.� x -550 ERODED AREA QE #W RE?W49iT Ei'.l.KFEAD ON PXAES5 x-4m ,. T �7bR -y- 2oax vao avte6RtT R544F6NT L�IXhEAD (APFRO/C1 I J - N• W. L_ _ ` t' �o - _ _yg 2 0, l2' AGGC�S EA5E1 �M PG G, SL 73 \\ x ltao I A - - - - a� +A r CENTERED ON PROPERTY LINE PAVILION ROOF LIFE - 45 X 27 r PAVILION &LA FL`AD = 40 X/7 L K _ JY �P 28.1 caner uuTe ROBTERT MARLEN \ x-5.� DB 9.55, P6 909 I - - ® � PG C, _5 73 \ x-e.ao x-6.CO 5HOREL/NE iu l� ese' PIN 760-08-78-7426 vi 04/30/04 1� O 0.5' Li1L KNEAD ( " x-7.GYJ�' x-lo.00 X 9.Q7 x-65o x-7.W y (I b x_850 X-9.00 X-7.cbX-650 \ ' O �v cn p9 Q x -roao x v50 T I r�7ry + rfi X -10.00 X-650 X-8.00 w ` -- 2t9' ---------.------- X q.00 I x 0.00 X -IO.00 x-ro.L10 X -7.0; I NOTES: \ 1. TOTAL LAND AREA: 96,677 SQ.FT. (2.22 AC.) I 2. PROPOSED TOTAL SITE IMPERVIOUS COVERAGE: 62,626 SQ.FT. (64.79) I x-b.00 A. BUILDINGS: 22,662 SQ,FT- B. CONCRETE: 6,132 SQ.FT- C. ASPHALT: 33,832 SQ.FT. 3. SHORELINE LENGTH ON PROPERTY: 745 LF 4. PROPOSED BULKHEAD CONSTRUCTION AND REBUILD: 245 LF (NOTE: 500 LF IF PERMITTED AND CONSTRUCTED BY GP) I S. PROPOSED 8 FT WIDE WALKWAY (LANDWARD OF BULKHEAD): 442 LF 6. MOORING STUCTURES: A. PIER 1: 206 LF PA�T'�'ECiO CREEK x-7 -510 14 STERN -TO SLIPS (15 FT X 30 FT) I PROPOSED CONDITIONS IV IRON sroB D Ah•- • �A PORTER MARINE, ING, E)OSTINo DOGE To BE REMOVED BY PORTER MAR NE, IN DB 1215,, Ft'i 3,15 I • • • • • I PIN 7605-063-7e-5725 .. ' I 38 MOORING PILINGS, 7 FINGER PIERS X-Z-2s� x-7-15 B. PIER 2: 199 LF I 0 FT) X 7SO PROPOSED BULKHEAD `-120 LN.FL 5 ■ k }'eh�nti.. • ...i 26 SLIPS (15 FT X 3 12 FINGER PIERS i X_7.00 3gryXD� c R A a s 66 MOORING PILINGS, I --- C. 2 ADDITIONAL SIDE -TO SLIPS- NORTH SIDE OF PROPERTY (15 FT X 28 FT) x 6C10� v 7. PROPOSED IMPERVIOUS COVERAGE W/IN 30 FT: ZONE 1 TAR PAMLICO BUFFER I X 45O x-400 x-sso BASIN x-35o o �AT°R TOTAL AREA OF 30' AEC = 18,422 SQ.FT. x -4 A. BUILDINGS: 4,037 SQ.FT. �'-'--�'- �-� � x-4 � I x-s5o x-s.aoX-3� i rlmrimm ■■■'■■ ■rl ■ ■ ■ I I I I '. I (: I I I l I I T 'v l I l t+- -- e�--- �---� .F.F.s._ e.. B. CONCRETE: 3,731 SQ.FT. I I I I 1 I I l I I I I X 354 C. ASPHALT: 715 SQ.FT. APPROXIMATE CHANNEL 3� y l 1 I fr U7 RI 1`,�:Sr)d i3 ar i2 I1 1� 10. Yr t3 / 1; o d I x-3�5 x 3 2 I I e0 I _ . �� 24 D. DECK: 26 SQ.FT. I I I, I.. I I I �_ e ■� _ W. . AREA: 8,483 SQ.FT. LOCAT/ON BASED ON I h I I I I, I I I N_s_._.__�.--��-.� E. TOTAL IMPERVIOUS I i �: I .( ... I i = 4s.oX I _ _ I; I I _ I I I I I: I L ( I�a�SEu a cweREE wAIxN�AY , .. N . - 23 F. PERCENT COVERAGE WITHIN 30 TAR PAMLICO BUFFER U5G5 TOPO MAP I I I. I I I I I 8. PROPOSED IMPERVIOUS COVERAGE W/IN 50 FT: TAR PAMLICO BUFFER PROJECT DEPTH 12 -ram �T -G� -C� -i S$- LTT� `7=1-�T Lr�'-r�� ,e PER STORY (9 TOTAL .:h.5) I x_, , PIER 1 8' WOODEN WALKWAY (206 LF o R A s s sTauwARa I e - n 1�1 ELEVATOR �I ` I-. I e� ov� 0o" SITE ` BELLHAVEN VIGINI TY MAP (NT5) +A. TOTAL AREA OF 50 TAR PAMLICO BUFFER - 29,240 SQ.PLW A. BUILDINGS: 8,185 SQ.FT. 52' x-4.00 T B. CONCRETE: 4,131 SQ.FT. °ATM PRopasm oRv r /� �g -_�--ter j 952 SQ.FT. x-4-2s x-4'� Nt;vR®® ■ Iml■ pm mr3r■I■'mimel■ w s rmlmmi m `� + C. ASPHALT: 2, I x-4.00 x 5� Z ® { �" 7t i j I� i �I s to n 15 ° `b'p� �... k'' D. DECK: 122 SQ.FT.t 7 E. TOTAL IMPERVIOUS AREA: 15,268 SQ.FT. X�� x_s5o •� I e I � � � To -- -L �- Ass a 2O mP) PERCENT COVERAGE WITHIN 50' TAR PAMLICO BUFFER = 52.2% I Building • v ! 5tk"M0E LIFE � � I � e � �% ' F I �� ®.._ kgy�W4P9■rlm' mim■imri it imiNr a � - . 9. PIERS AND SLIPS MINIMUM OF 52 FEET FROM FEDERAL CHANNEL _ '®m r�32 aEDRoolt UNITS ao AS REQUIRED BY US ARMY CORPS OF ENGINEERS sEv =�� PER STORY (9 TOTAL UNITS) OZ ®J 6� .•Y5t �. PA.'+S IPO FACE OF 0.RP8ES5 ORiMSE N R-S F.F. 8.1 65 100�1 LEGEND a . . .i, R.5 y n CRASS { �J 1 d l _ j� �c8 9' :_�P7 �...cb •' .23 �1 i'' � c3 � :s2 9' :.1 �:. `) �., I �::.•8 � a'7 + 51 � 64 45 � -�y-1- ... V S -� 3. + •• -t_. �i +s � ' .. PROPOSED PIER AND DOCK I I I 1 I I I 1 I I I 1 I 1' I I 1 f I 1_ - g :.. �,..� ... Z (/7 TURFITONE r7 R E LANE PROPOSED }'ERE _ --:. G Ra 5 ) 2 _ram - _-'�, C' "T'- r� 'L'•'f �T T� Z='T- V w 9 ®® HYDRANT ASSDABL ,,p® A tJ' 37: Bux"i__ . . E3 ; 44ET TIP �i I. I 2' X 7' DOCK BOX PIER=2 10' WOODEN WALKWAY (199 LF) p D"""u`$ -'' �1.. .. .. Q 6 9 3 Story .e r i ,r_t .�7 -�.. •Ct �.. �.. a. >-7"...7.. .' ao w - 62. -� ( I 3 F . (TYPICAL) �{� I I I I I I I I! sr 38 - 3) 2 BERXV UHTS PROPOSED CONCRETE F T' I 1' I T'1' 1 . I ( I I ' 1 I 1 I I I 1 I .. I i'' � ■ yy � ! STORY (s TOTAL u�lis I U _ b + J r n JZ yr V3 v4 1rf _• �$ `rI rX d ® F.F 8.1 ' - f ¢ : r.. f °5> AE . J7 i8 39 4 . +v7 S� 41 ^t� w[ m ■ n 39 e G . N 6 .. g. DPoVE (TYPICAL) -- ■ I x 6 I l IX-S 0 I 1 �� z'■ 6e7.7 PROPOSED ASPHALT DRIVEWAY/PARKING I l I I I I I �= 1 I I I Q I r o �I II W R-6' R'� i' iO Ln aS x 75o x b.00 I; : ® 3 Story Drilling yb R r Carp (^ c E FA X-750 x_5.so BEDROOM UNITS +k I I + . ..... i I x 7S x v50 x 5.50 ® PER Y (9 TOTAL UNITS) ap'i +piP ary55 . qP PROPOSED BUILDING x 4 I A CPo4E N6LE 4 VE R4 + = 8� b g +a� l N.WL }Ab ■ �L... 0 BULKHEAD A G M 51 53 ---, J ■ 9b \ 0 ' PROPOSE[ MOORING AREA (19,033 SQ.FT.) x a.cn PROPOSED RE -BUILD OF BULKHEAD Exlst/n a n Acc+ i ,� g 2`S +aV- ELEVATOR k cR�7F'� •. &- - .E ao + (to be rem//t /n pavllllon F( 6A a - ' o + + 51 + �O ,..... . AROUND PAVILLION the o r/ I � a9� a mgry + ROBTE�RTT MARLEN - I _ some fo t . Exletln Pavill/on Roofllne X _7 P ht I + 4, ry. + DB 955, P6 909 \ i ' ' ' ' ' (to be rebuilt !n �he same footpr/nt) N.W.L. X-5.c1� q^ + t 9� ■ 3� �,^� �,• �+ +sa7ro35' 9� re c, 5L 73 t -� PROPOSED DRAINAGE FLOW ARROW I PAVILION ROOF 1. ME = 45 X 27 x -s.a� X 6.� Su a5 257.77' x-IO.Oo WATER DEPTH FROM 7-12-04 I PAWL IONaWEAD=40Al7 O t PROPOSED BULKHEAD ALIGNMENT (745 LF) x O. X-700 5'BJLKNEAD + . . FOR PROPOSED CURB INLET x-e..so X_7� X -9.00 X-e.10 x-6.00 X-7.GYJ X-d5O NO 1 X -10.00 x -q� A q X -10.00 x _950 x -8.00 _ DRAWING FILE: P03185\SKTECHI2-29-04..,dW9 PLOT SCALE: 1 "=40' (n Y U Q m F- W N U V) to a- Ls! 0 Ln Q t/7 M W tz z a M 0 M j. Q W X U U0 o O o z a O Ln W rn 00 m O Z LL z O�(C, �2H I QwCtWu0- Z�Nz 3>CC-m UM �w a�Z0Nz N Q CL(nOmO Qo xg>pw¢Z-1 I- In OWEE o03¢ cn a to 0 0 z¢Wa��ao�`� < wo� ao>�o o � �a o?dZwpl- U m owUp > a o co :D � 1- vi a N°-Fx035Z3 �Cy a oog Q W _ Y J (n Y -.0z m 0 Q m Z U W O N 0 Z J_ O Q 1QQ- -I CD Z 0 m u ! < rn c� z g z O_. Li -� X a N vi Z Ft: a_ Ld �- 0 Litz Ld 0 '= 3 J 0 a. o a' M N Lj a- a W a� O a� Q U z _t O to Ln -Z, W c0 n 0 N�� 0 to N N t+7 N N Q 0 .- z ® 0 U C C 0) .j or U 'o w � * Q J J r` `li n- d. Q _ Z z Z O 1-0 (f) < 3 co Q -) (y) Q:� ►z- _UZ J z r, C zr a 0 Q�7_ UCL F- a aC; W VCl)L,J ~ w m J 0 tL w z w a QTO w 17] Q Q w 0 06 Z J Ld Ld a O X z CMM= z assams CA z w w Z w 01 COMMISSION N0. P03185 DESIGNED BY JSL DRAWN BY BDR CHECKED BY JSL ISSUE DATE 7/06/04 . (; -5.0' (Av6) BULKHEAD (rYP) e' COAURE7EWALKWAY )RAWIMO FILE: P031RS SKTECHI2-29-04.dwq 2LAT SCALE: 1'-40' MENU U -5.0' (AY6) p mm (O.0) -CROSS • E. , , • ALL WATER DEPENDENT ALONGSIRUCTURES •.M.. WAITMMONT • TO • i' /5' r r r 2k7'rXKK BO)T:5 (T1P, 15' 15' 15' PAVII.LIOAT 1-5' 1 q0, _ OPEN 51DED PAYILLION fi/i'A PAVMLION .1. [1, /7' OPEN 51DED PAYILLION BGLKI EAD 5ECLRED PITH 6ALYANUS9 BOLTS _46c 77 TO EITHER 51DE . • a o' • . • '.. . .° ' . ° °. • J • • a• • • , . CONCRETE PAD TYPICAL • • ° °• • �' i < Y.. . d • • '° • ° • • • e •' •. i 5' —1 r__ SE 51 _1 _ K e' CONCRETE NALKh1AY \\ \ 6' \ 5ECLRtDWITH6ALYANUE9 UR62 TO EITIER 50E . w o PAP TYPICAL @ ` —a rcy1F �i w8 F SF'J` N 8 0p�0� So 05M Ad lbk /W {.i ® E E 8 VJ a S Q v Wcc v •// Z01 a W & Z LU wIII,gqgI,_ ■® z aAnd --,A'u' COMMISSION NO. P03185 DESIGNED BY JSL DRAWN BY WDE CHECKED BY WIDE ISSUE DATE 10/24/05 l c OCR