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57-10 OVERSIZE PLANS
NORTH-_. w ao z N 3�02 O O ir za-Jvi K W O i 4 wl J i a L,M . �ZQ0 )o )�7ooZa f (U,0�� nO((��3oo'6n(7auo0uo0,lJo0,'J ( � o � _ 6 c5 ccv to no oOCo-oCJ o( Doo° OCC OOOCo�00o0 C° �)O(�po,'01), 00 ow °o 00� U )Oo o d, o� -_ O =" O O 7 I LL Q 000� -t s �O°C 0 O 0770 °1II I -OX oom000 oo(�) 0z�OBO0O ,O OOOoo 0 O Ncma OU ARTE R DISTANCE L►NE=^"' 0 Q o Q 0:_ i - 0 O - _ _ _ _ - _ _ _ -- -- w r - o0 N mo �11TTT1T• -•i rM- � � � � L,l.L I I 1 I i r� rl� • I \° o j Ms o G4� M ono I i � N 0 0 �` 1 ' / c b p�O i d> w O I " f \ I O 0 °o v M I I b 1 I a a �a ci, M o - a I ~ I o l��q,7U,7 LJ�1 I �1 J a W m M 0 y I M n a a o - Q o L w w Li l LL LL m J a r N a 0 U O M LEGEND PROPOSED EXCAVATION PROPOSED BULKHEAD - .. COASTAL MARSH EXISTING SIDEWALK EXISTING DRIVEWAY EXISTING 404 MARSH PROPOSED STRUCTURES -1.70 EXISTING ELEVATION _310 PROPOSED ELEVATION O MOORING PILING NHW NORMAL HIGH WATER EMB EIoEDMENT MIN MINIMUM TYP TYPICAL NTS NOT TO SCALE NLW MHW MEANAHIGHWWATERR MLW MEJN LOW WATER 0 I O z 0 r im wa: 0w 0 0. '08t C B s !ill I0 Jm 06' ------------ o Ln -------------------------- o = Q - „ 2 OZQ O, O --0 Q--------------- -- -- - ------------------ -- W o ff! 3NIl NV18Vdla------------ CL - -------------------------.. % / °�I 0 r �O 0 ww o, N N �zz O yI �,.� w W O �O N z w z'3zN I /I� CWJ z I r 3 r J U OV)0xy o� JLL, W Q Q r I O z W I I wC� d LL t0 s �I ROGUE SOUNC. as z -\^w�� ou aw ¢z z a 0 r ( L) w \\ o O Qcr - LL z O I z a O - r O 0 w ¢ O aao w I cn 2 2 N_ Whe N ZZ N \ -- O �•� 3 2 J U r t Xu_ V1 - O Q z - J W LL X 2 O i N \ � a 4 0 z a \ Leiw - r crz�-z aw to zm za _U r N 2 - O xcr w LL O m ,,,`�HItItIIt/t�I �N OAR 0" Q � • i SEAL •. 3343 02 �.F`EQ' 4Q of ••. GINS .•• �• NHW LINE TABLE L 1 N750 27' 41 "W 1 2. 52 L2 N84009'30"W 18.99 L3 N75003'13"W 24.85 L4 N330 29' 57 "W 1 0. 88 L5 N830 53' 21 "W 8.02 L6 S67055'40"W 5.80 L7 S240 33' 43 "W 7. 13 L8 S880 1 0' 21 "W 15. 85 L9 N3404252"W 10.12 L 1 0 N090 52' 02 "E 1 3. 92 L11 N19049'51"W 22.02 L12 N36042'00"W 17.37 L 13 N 1 00 03' 59 "W 1 8. 42 L 14 N1 80 33' 38 "E 10. 02 L 15 N530 37' 49 "E 13.60 L 1 6 N750 09' 45 "E 18.75 L 17 S720 49' 58 "E 1 4. 34 L18 S61014'56"E 22.80 L 19 S870 04' 34 "E 6.91 L20 N44030'14"E 15.08 L21 N1 90 1 8' 44 "E 18.77 L22 N020 57' 50"E 41 .68 L23 N1 80 56' 59 "W 29. 98 L24 N290 33' 04 "W 19.07 L25 S690 45' 36"W 1 0. 94 L26 S490 09' 35 "W 28. 91 L27 S43054'00"W 51.68 L28 S6703758"W 25.64 L 29 S070 50' 00 "W 1 6. 68 FEB 2 0 ?YICa/Gak!F.1r*!� . SITE DESCRIPTION LOT AREA = 56,537 SF EX. IMPERVIOUS= 13.687 SF (24.20%) PROPOSED IMPERVIOUS GAZEBO = 144 SF TOTAL PROPOSED = 13,831 SF(24.46%) SLIPS PROPOSED = 6 REVISIONS: 1':t� SHEET #1 OF 2 PROJECT #: PM142-6 DESIGN FILI #: F:/142-6 CRIBBS LANE/REVISED PM14266FINAL.DGN 51 -Ib Z O 2 8'' TIP TRI TIMBER P I I MIN 8 FT I 12FT 5/8" GALV TIE BACK 8" TIP PILE DEADMAN 62.00 MIN 36" CLEARANCE OVER MARSH ZI-2 x 6 DECKING nnnnncrn TREATED TIMBER PILES o 0.0 2X DECKING —8" TIP PILE MIN 8 FT EMBEDMENT TYPICAL DOCK SECTION f� SECTION B2-B2-BULKHEAD EXCAVATION 1 " = 5'. SCALE: 1 " = 5' i 8X8 PILE WOOD FRAMING W/ ASPHALT SHINGLES 12 200.00 17 ,DGE OF MARSH71\ Li COD 8" TIP PILE —� MIN 8 FT EMBEDMENT OBSERVATION PIER PROFILE B2-B2 NTS NHW 3.1 NLW 0.00 FINGER PIER PROFILE A2-A2 NTS 43.00 MIN 36" CLEARANCE OVER MARSH 77.89 ------------- 7— li L EDGE OF MARSH 8" TIP PIL- MIN 8 FT EMBEDMENT SHEET #2 OF 2 PROJECT #: PM1 42- 6 DESIGN FILE #: F/142-6 CRIBBS LANE/REVISED PM14266FINAL.DGN DOCK C PROFILE C2-C2 NTS _ 3.0 — 8" TIP PILE MIN 8 FT EMBEDMENT NHW 3.1 NLW 0.0 DETAIL D2-GAZEBO 1 " = 5' 3.00 ____ _ JHW 3.1 NLW 0.00 8" TIP PILE MIN 8 FT EMBEDMENT TYP. FINGER PIER SECTION NTS 7 ` .•GSSOf SEAL `. 13343 'INS ©. CO- -,l REVISIONS: