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HomeMy WebLinkAbout83-1726 - Proposed Pier002o O' 04 r- ZO r•r LOT 11A f /.f., i� �\ \ o JANICE L. BUKUNT % - � I s« aL � f ( _ '•� ' � pd � �- �.\ 338,2 �, , j ', ! , '„!,' I. 132 �\L ` � }`, `•2Q,� 1/' q\ \I�I, 1� _B ", j 4 LOT 15 037 . .� %� i• po `� — '= N /F 50 �, / 5 ` �•= ��� t � t ; , .- � N�4 , op, , � �'. JANICE L. BUKUNT �O ` Y 160.05-\�`f0 HCl r 37 7'50"yy ERE te"; AND —Me EXIT REMAINS OF PIER 1 '"'- \ EXIST.HOUS` i `� x12'•, l i WALKOVER TO BE REMOVED \ ti , i Myr ALL .' S ` \ TFORM-; `- �, STRUCTURE - EXIST. BOAT #22 DECKING\\' i QCRIB TO BE REMgVW 63 �� STAIRS (TYP) E r1pnF OPOSED LADDER a ` \ STAIRS OVER�NO,i ; ' < \ DOWN TO PLATFORM OPOSED 6 x10 I %�'PLATFORM GRATE t 1 t CKMG TOP off, , ti , l i 4' ' , ` t`1 ! SALT {COASTAL,,BANK E\ \ `, I ^ f MARSH ` `� / 1l PRbPOSED t o1 ' �, \ ; , t' \ I, 42iiiiiii_ l ` UT1Lfi1 ` � 'i \ `-\ ~� BVW HIGH MARSHA Q� Il i / \ \l�l� .. ` ' \ 1 ,. `~ ,t 1 tD j' , : t ` i ; '; i. �\ `, \`` . N LOT 1\2 ` I'�, i ;t °"--on . ): 1 ` m ♦ SALT MARSH Icy ,�� ti .� ,\ LAgREL J.& .1�1, $ N °"� \\\; �, `. �` �.o ' �. CHRISTOPHER PAINEI c� \ 1\ �!, •�''� w Io 21 f`\ rte` \ l�l \ ` \' v m � 9.77• , `\ `� � \ \ / 'oo N14'07'30"W \\ ' - LOT 18 43.00' �?'Qy 1\ il,, ' 4 l PLAN VIEW \ \� � SCALE: 1" = 20' • �''� i ` 0 10 20 40. Far • \ ti \ i i om CONC. BND W/DRILL HOLE EL=31.05 MLW (THIS PLAN) \ (EL=32.50 NGVD) PROPOSED 6'x12' PLATFORM GRATE DECKING ........................................................................... 30..................................................................................... EL=24.5'' ----------... ------------------... -----•--------....... ........I.....-••- ... -- 20' 'PROPOSED 133'± WALKOVER STRUCTURE : W 6 DIA. NON -LEACHING TIMBER PILES 12 OC -PROPOSED LADDER (TYP) 10 . ........... .. =9.5 :PROPOSED 6'x10' PLATFORM GRATE DECKING - CANTERLEVERED EL=5.5' (BO-TTOM OF PLATFORM TO BE 1' ABOVE MHW) i1 -FEMA FLOOD EL=3.5' �F{TL=1.0' I HW=0.7' ...... ..... ................... ....... MLW-0.0' : : : EXISTING GRADE : PROPOSED PUBLIC ACCESS ....................................................... •:PF20POSE0 (3)-12" DIA 'NON -LEACHING TIMBER —10 . ..... . . . . . . . I . . . . . ... . ... •PILES I. �P: COASTAL BANK : BVW HIGH MARSH : SALT MARSH —}— LAND UNDER WATER —15.00 a e 0 9m 1+SECTION A -A SCALE: 1" = 10' VERTICAL 1" = 20' HORIZONTAL 0 5 10 20 vmr. p ---q iiiiiiiiiia 0 10 20 40 eoAz 2+00 1-1/4"x6" w/ 3/4" S ELEC LINE 2"x8" EACI SIDE OF PI (TYP) 2"x6" CRC BRACING 2"x6" n RAIL n n n ROPE ro N 2"x8" O O 9m 1+SECTION A -A SCALE: 1" = 10' VERTICAL 1" = 20' HORIZONTAL 0 5 10 20 vmr. p ---q iiiiiiiiiia 0 10 20 40 eoAz 2+00 1-1/4"x6" w/ 3/4" S ELEC LINE 2"x8" EACI SIDE OF PI (TYP) 2"x6" CRC BRACING 2"x6" TOP RAIL (Ti 1/2" NYLON ROPE W/PVC COLLAR (TYP) 2"x8" STRINGER 13" O.C. (TYP.) 3/4" DIA. GALV. BOLT (TYP) WATER LINE 2"x6" EACH SIDE OF PILE LOCUS MAP SCALE: NONE 1�1 LEGEND t H.'w'Q --5-- CONTOUR CRI PROPERTY LINE _W- WATER LINE — E — ELECTRIC LINE PRO ZONAL ENGINEER BVYV1 22 DRIFL'WOOD LANE WETLAND LINE YARMOUTHPORT, MA MASSACHUSETTS (BARNSTABLE COUNTY) — EDGE OF SALT MARSH JUNE 07, 2005 SMF#1 N0, EDGE OF SALT MARSH DESC. S LIGHT POLE 07/28/05—CON — OHW — OVERHEAD WIRE A 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 v WATER ELEVATIONS SHOWN HEREON ARE BASED ON FIELD OBSEERV( SEPTEMBER 19, 2003 ION D AT 15:03 PM \ ' 2A.) MEAN LOW WATER (MLW) - 0.0' \\\ MEAN HIGH WATER (MHW) = 0.7' \� HIGH TIDE UNE (HTL) - 1.0' \-3.) WETLAND RESOURCE AREAS SHOWN HEREON WERE \\\ DELINEATED BY THE BSC GROUP IN OCTOBER 2004. / 4.) PLATFORMS TO BE 3/4"x 3/4" MIN / ALUMINUM OR COMPOSITE EQUIVILENT GRATING. r \ 5.) DECKING ON WALKOVER STRUCTURE TO BE FILE: Design\6240-SP NON -LEACHING PRESSURE TREATED WOOD WITH SHEET 1 OF 1 3/4" SPACING. 2"x6" CAP 1/2" NYLON — ROPE W/PVC COLLAR (TYP) 6" OR 12" DIA PILE (TYP) (SEE PROFILE) 0 CROSS SECTION TYPICAL RAILING DETAIL NOTE: ALL WOOD TO BE NON—LEACHING PRESSURE TREATED. PROPOSED WALKOVER STRUCTURE DETAILS SCALE: NONE p t H.'w'Q CRI CmL DAVID'CRfSPIN DATE PRO ZONAL ENGINEER PROPOSED PIER 22 DRIFL'WOOD LANE IN YARMOUTHPORT, MA MASSACHUSETTS (BARNSTABLE COUNTY) PLAN & PROFILE JUNE 07, 2005 REVISIONS: N0, DATE DESC. 1 07/28/05—CON COM COMMENTS ISSUED FOR PERMITTING NOT FOR CONSTRUCTION PREPARED FOR: CHRISTOPHER PAINE 22 DRIFTWOOD LANE YARMOUTHPORT, MA 02675 § BSC GROUP Mw 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. NO: 4-6240.00