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HomeMy WebLinkAbout83-1726 - Proposed Pier�Im 0 0£ £9 (`IIn(1 .Z5. IN \,��•2 \ M EXIST. HOUSE #22 L_ J L, virLOT 11A / f /.•/ / •-'` x IN m N/F % . rrI /1 /'/ \ `� JANICE L. BUKUNTj)} ,7 tl ' Ilt IN, 1 r j r t NL452'Op"w - �y t 1 �\ �� I'• �.' z� Y 4i >— c\ 382_ . � 1� t 11 a I , LOT 15 � ' j 3 00 JANICE L. BUKUNT r f 1 t/ I v_� 160.05• \ t+ �m� OO ( 1 y c ` m all, NN 133CD '+ # EXIT8i ' `'$ ti t PROPOSED IN REMAINS OF PIER titi € `•, —r `6'x12' ` �) f WALKOVER \ . TO BE REMOVED TFORM' `� / STRUCTURE ` EXIST. BOAT „ \ \ '� '� �� _ • . 1-+�. DECKING,�` ti Q CRIB TO BE REMgV� N II a� I, 1 \ , N,:1 ; r .00I Irn i� '� PROPOSED i,•w al� f'� �' c:\ % J lili : ` • �Q STAIRS (TYP) .4 .c pF� \ `o4P' ` O 'ham 4N j \I `'• y ROPOSED LADDER p��P \ t NSTAIRS OVER, ` \�0 • 1z DOWN TO PLATFORI�u ` , �' \ w \ ` 4 : �' ; E)asTING PAli•IPOSED S'xi o' ' ``' GRATE t AS 13ANK AIN�' �C��`�� ' \I�t/ 1 �EOXING \ r \ I S TOP L \ t SALT COASTAL.BANK N '' r ' /f i } C \.1 1;;� �� \VMARSH 26- � \_ UTILIia 'ti jt \ ' \\ 1 '.\ til ' BVW HIGIH MARSH �N.'•ON '`BION \ -�i.. `�.g 11 `` _�.`' ` �, y '•N ♦� LOT IL AU ��/ SALT MARSH ` `j` 'j Y``'et 1 % av�a%'} `I `�� 4 l � N\� > N/F —°"— oti �'ti, \D ''t \`�,ti>. \ ` •� LAUREL J.&\ / - s `` \ 1 ``-CHRISTOPHER PAINS d (� lit, Z IO 219,77,NI I ` \ f \\ C3 IN, oe _ N14*07'30`W01 IN 43.00' LOT 18 m• i • \ (�.0 ♦ alt/ 4� t .1 'y � r \ �• PLAN VIEW ` \` t I SCALE: 1" = 20' A ` ' , 0 10 20 40. Fm TBM .\ CONC. BND W/DRILL HOLE EL=31.05 MLW (THIS PLAN) (EL=32.50 NGVD) \ PROPOSED 6'x12' PLATFORM GRATE DECKING 30.-------------------------------•-.••-•---•--.................•................. EL 20T4_ = : -PROPOSED 133'+ WALKOVER STRUCTURE W 6 DIA. NON—LEACHING TIMBER PILES 12 OC ........................................................ :PROPOSED LADDER (TYP) PROPOSED 6'x10' PLATFORM 10 L=9.5....................................................:GRATE DECKING - CANTERLEVERED EL=5.5' :(BOTTOM OF PLATFORM TO BE 1' ABOVE MHW) -FEMA FLOOD EL -3.5' �{TL=1.0' I HW=0.7' n ........................... . ........ .... ....... #A LW=0.0. li 1 L A : II I PROPOSED PUBLIC ACCESS EXISTING GRADE ................... .........--................. PROPOSED (3)-12" DIA -NON-LEACHING TIMBER -PILES 10 ....................... ............ ............ . DATUX Elft' COASTAL BANK BVW HIGH MARSH SALT MARSH- LAND UNDER WATER -15.00 a d n 1+00 SECTION A—A SCALE: 1" 10' VERTICAL 1' = 20' HORIZONTAL 0 5 10 20 Ym 0 10 20 40 ,area. I`IUj1*1 —1 /4"x6" r/ 3/4" E LINE "x8" EAC IDE OF P (TYP) "x6" CRC RACING \7\\` 1 \ ` i �3'-0"—�{ AIL ( RTOP TY) RAIL P. 1/2" NYLON ROPE W/PVC COLLAR (TYP) 2"x8" STRINGER 13" O.C. (TYP.) CROSS SECTION 3/4" DIA. GALV. BOLT (TYP) WATER LINE 2"x6" EACH SIDE OF PILE LOCUS MAP SCALE: NONE Ir' LEGEND t- n n (C N —E— ELECTRIC LINE O O 1+00 SECTION A—A SCALE: 1" 10' VERTICAL 1' = 20' HORIZONTAL 0 5 10 20 Ym 0 10 20 40 ,area. I`IUj1*1 —1 /4"x6" r/ 3/4" E LINE "x8" EAC IDE OF P (TYP) "x6" CRC RACING \7\\` 1 \ ` i �3'-0"—�{ AIL ( RTOP TY) RAIL P. 1/2" NYLON ROPE W/PVC COLLAR (TYP) 2"x8" STRINGER 13" O.C. (TYP.) CROSS SECTION 3/4" DIA. GALV. BOLT (TYP) WATER LINE 2"x6" EACH SIDE OF PILE LOCUS MAP SCALE: NONE Ir' LEGEND --5-- CONTOUR t3 CRISPW PROPERTY LINE _W_ WATER LINE DAVID,'CR PIN DA1 —E— ELECTRIC LINE PROPOSED PIER BVW#1 IN WETLAND LINE MASSACHUSETTS SM#1 PLAN & PROFILE — EDGE OF SALT MARSH REVISIONS: SMF#1 DATE EDGE OF SALT MARSH 1 f LIGHT POLE CON COM COMMENTS — OHW — OVERHEAD WIRE J6 UTILITY POLE NOTES: 1.) INFORMATION SHOWN HEREON IS THE RESULT OF A FIELD SURVEY PERFORMED BY THE BSC GROUP, INC. ON OCTOBER 26, 2004. \' 2.) DATUM - NGVD \ BENCHMARK REFERENCE: TOWN OF YARMOUTH \� MONUMENT #20 EL=56.30' (NGVD 1929) `V \• WATER ELEVATIONS SHOWN HEREON ARE BASED ON FIELD OBSERVATION ON SEPTEMBER 19, 2003 AT 15:03 PM (LOW TIDE). `\\ \ 2A.) MEAN LOW WATER (MLW) 0.0' \ \\� MEAN HIGH WATER (MHW) = 0.7' CHRISTOPHER PAINE HIGH TIDE LINE (HTL) - 1.0' YARMOUTHPORT, MA WETLAND RESOURCE AREAS SHOWN HEREON WERE ,4 \r DELINEATED BY THE BSC GROUP IN OCTOBER 2004. 4.) PLATFORMS TO BE 3/1 3/4" MIN Suite 305 ALUMINUM OR COMPOSITE EQUIVILENT GRATING. f 5.) DECKING ON WALKOVER STRUCTURE TO BE SCALE: AS NOTED NON -LEACHING PRESSURE TREATED WOOD WITH DWG. NO: 4566-03 3/4" SPACING. 2"x6" CAP 1/2" NYLON — ROPE W/PVC COLLAR (TYP) 6" OR 12" DIA PILE (TYP) (SEE PROFILE) CV TYPICAL RAILING DETAIL NOTE: ALL WOOD TO BE NON—LEACHING PRESSURE TREATED. PROPOSED WALKOVER STRUCTURE DETAILS SCALE: NONE f ��ySH OF11,ly,��G t3 CRISPW -7 Z I DAVID,'CR PIN DA1 PROFIESSIONAL ENGINEER PROPOSED PIER 22 DRIFTWOOD LANE IN YARMOUTHPORT, MA MASSACHUSETTS (BARNS -I COUNTY) PLAN & PROFILE JUNE 07, 2005 REVISIONS: NO. DATE DESC. 1 07/28/05_ CON COM COMMENTS ISSUED FOR PERMITTING NOT FOR CONSTRUCTIOI PREPARED FOR: — CHRISTOPHER PAINE 22 DRIFTWOOD LANE YARMOUTHPORT, MA 02675 � BSC GROUT 384 Washington Street Suite 305 02061 781 659 7981 © 2005 BSC Group, Inc. SCALE: AS NOTED FILE: Design\6240—SP DWG. NO: 4566-03 SHEET 1 OF 1 JOB. N0: 4-6240.00