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HomeMy WebLinkAbout21-004 Acheson Pier Plan 2-28-2023 b&w8" PILING 12.9' ji L-ol I LOCUS MAP SCALE 1 "=2000't ASSESSORS MAP 51 PARCEL 92 127' LOCUS IS WITHIN FEMA FLOOD ZONE AE EL SIGN To BE ATTACHED AT MHW AREA of PROFILE VIEW 10„ GREENHEART PILING, (3) 10" PILING FOR FLOAT 11 AND I2,VE12AND 13 PIER INFORMING PUBLIC of THEIR RIGHT 15' MIN. EMBEDMENT (TYP) ATTACHMENT TO PASS BENEATH PIER FOR ALONG 1�, 10' SHORE ACCESS — OWNER OF RECORD ELEANOR ACHESON EMILY C. HEWITT 425 8TH ST. NW #1129 WASHINGTON, DC 20004 4'-0" WIDE REFERENCES 2x6 _2x4 BETWEEN TOP DEED BOOK 30969 PAGE 220 2 x 4 AND BOTTOM RAILS PLAN BOOK 649 PAGE 220 BET. "RAILS CLEARNOTES 4'-0" DECKING 2 X 8 DECKING 3/4 SPACING 1. DATUM IS NAVD88 FASTEN WITH STAINLESS SCREWS NOTCH 4X4 2 x e" DECKING NOTCH BOLT TO 2. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO 10" PILING W/BOLTS 4'-0" LONG BOARDS OVERHANG EA. SIDE DECK ELEV. 7.5' 3/4" SPACING BE USED FOR LOT LINE STAKING OR ANY OTHER (OVER MARSH) � 3X8 n PURPOSE. (2) 3» X8" BENTS � ® ® 3. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING ® ® DIGSAFE (1-888-344-7233) AND VERIFYING THE ® LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES b SISTER "STRINGERS PRIOR TO COMMENCEMENT OF WORK. AT JOINTS 10"0 DIAM. GREENHEART ` 4. NON-CCA TREATED AND/OR NON -LEACHING TREATED MATERIALS REQUIRED. \ 5. FLOATS AND RAMP ARE TO BE STORED IN CONTRAC- 4X4 HANDRAIL POST [Y TOR'S YARD DURING THE OFF-SEASON. BOLTED TO 3X8 (3) 3"X8" STRINGERS 0 20" ON CENTER MHW EL. 1.5' 6. REQUIRED DEPTH MET AT FLOAT, LENGTH WAIVER REQ._ PIER PLAN VIEW DETAIL 3/4'0 H.D. GALV. ® 3X8 BRACES 7.'ANY LIGHTING ON PIER SHALL BE DIRECTED DOWNWARD NTS THRU BOLT (TYP) EACH BAY HANDRAILS NOT SHOWN FOR CLARITY MLW EL. -2.2' SECTION PIER CONSTRUCTION DETAIL NTS 6 1lb / o ,\ ti• ir\ / o F �6, ��, 4) • \ D.ACHESON ~ MAP 51 PCL. 90 O' \ �s / PN� rF�l- 0 ce) } INFILL GRASS PATH WITH rn ao SALT —TOLERANT NATURAL / \ SPECIES SIMILAR TO �, �� \ 4 \ \ RECENT PLANTINGS UNDER / SE83-2101 (95 SF \ TOTAL) 6 O \ \ 9 OF SALT �AARSH _ 1?3 / �. '� SEAWA 0 E i — ,I,o \ '�Q'�� / tii���`• \ 6J EXISTI FIXED PLATFORM / \ XpQ j' _ .. — .. _ XISTING RAMP / GATTO / ° EXIST. PILE— PORTED FLOAT MAP 51 PCL 95 I - (8' x 20') J v PROP. 4\ 20' FIXED PIER �pG / i / SE / • ' �(97' BEYOND. MHW) J / PROP\3'x 26' AMP %L01 MOORING 2021 (2) 16.5'x 6' OATS i MOORING 2021 O � O. a F � i i i \ i i MOORING 2021 <^ pp ' —J SITE PLAN TO ACCOMPANY A NOTICE OF INTENT SHOWING A PROPOSED FIXED PIER, RAMP AND FLOATS IN AND OVER THE WATERS OF BASS RIVER #170 PLEASANT STREET SOUTH YARMOUTH ,AA PREPARED FOR 4- (' OF,S OF tygS�� �y�<J sqc s S9� 0go aA lLA �Gm. °� ��, A.! � tiG�� ELEANOR ACHESON & off 508-362-4541 CIVIL IVIL Lw,'t�,� fax 508-362-9880 H J 05502 A No, 4090� downcape.com © EMILY HEWITT �o � o ��'` � �'� �P /� �1S11E J�, FFss 0.� MOORING 2021 down cope engineering 1dc. S��NA E`i�/f�SURVE�0 5 FEBRUARY 28, 2023 civil engineers land surveyors Scals:1 "= 20' �"� 939 MainStreet ( Rte 6A) YARMOUTHPORT MA 02675 `Z 0 10 20 30 40 50 FEET 2 %-004 DANIEL A. OJALA, P•E., P.L. DATE 21-004 ACHESON #170 PIER.DWG