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HomeMy WebLinkAbout21-004 ACHESON #170 PLEASANT ST PIER PLAN (REV 7-17-23)I� 97' POST SIGN INDICATING PUBLIC ACCESS RIGHTS I PROP. DECK ri -7 c' PROP. DECK Le 127' — SIGN TO BE ATTACHED AT MHW AREA OF PIER INFORMING PUBLIC OF THEIR RIGHT TO PASS BENEATH PIER FOR ALONG SHORE ACCESS PIER PLAN VIEW DETAIL NTS 10" PILING W/BOLTS HANDRAILS NOT SHOWN FOR CLARITY I (4' WIDTH) , PROFILE VIEW 1"=10' 2 X 8 DECKING 3/4" SPACING FASTEN WITH STAINLESS SCREWS 4'-0" LONG BOARDS OVERHANG EA. SIDE ( / 4X4 HANDRAIL POST 1 BOLTED TO 3X8 (3) 3"X8" STRINGERS © 20" ON CENTER PIER PLAN VIEW DETAIL NTS HANDRAILS NOT SHOWN FOR CLARITY (3' WIDTH) 10" PILING W/BOLTS (2) 3"X8" BENTS SISTER STRINGERS AT JOINTS 2 X 8 DECKING 3/4" SPACING FASTEN WITH STAINLESS SCREWS 3'-0" LONG BOARDS OVERHANG EA. SIDE 1 / '+A'+ rVAINUMAIL rUJ I BOLTED TO 3X8 (3) 3"X8" STRINGERS ® 20" ON CENTER GATTO MAP 51 PCL 95 off 508-362-4541 I fax 508-362-9880 downcape.com down cope engineering, inc. civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 2>-004 (2) 3"X8" BENTS SISTER STRINGERS -,AT JOINTS l,\'� 7-/7 -Z3 DANIEL A. OJALA, P.E., P.L.S. DATE 10" GREENHEART PILING, 15' MIN. EMBEDMENT (TYP) DECK ELEV. 7.5' (OVER MARSH) 10" 0 DIAM. GREENHEART MHW EL. 1.5' 3/4" 0 H.D. GALV. THRU BOLT (TYP) MLW EL. —2.2' 4'-0" WIDE 2 x 6 ::R2x4 _3'-4" CLEAR BET. RAILS 4'-0" DECKING 2" X 8" DECKING 3/4" SPACING 3X8 BRACES EACH BAY x 6' FLOATS (3) 10" PILING FOR FLOAT ATTACHMENT 2 x 4 BETWEEN TOP AND BOTTOM RAI NOTCH 4X4 THRU BOLT TO / 3X8 4' WIDE SECTION PIER CONSTRUCTION DETAIL NTS ZMOORING"2'0'21 MHW EL. 1.5 MLW EL. —2.2' FIXED PLATFORM s te2 ercUry Ro0 � St• c 0\ .. a ie v � S ornin �owSf Locu � o C N = -io ----- a Nantucket Q Sound LOCUS MAP SCALE 1 "=2000'f ASSESSORS MAP 51 PARCEL 92 LOCUS IS WITHIN FEMA FLOOD ZONE AE EL 11 AND 12, VE 12 AND 13 OWNER OF RECORD ELEANOR ACHESON EMILY C. HEWITT 425 8TH ST. NW #1129 WASHINGTON, DC 20004 REFERENCES DEED BOOK 30969 PAGE 220 PLAN BOOK 649 PAGE 220 NOTES 1. DATUM IS NAVD88 2. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 4. NON—CCA TREATED AND/OR NON —LEACHING TREATED MATERIALS REQUIRED. 5. FLOATS AND RAMP ARE TO BE STORED IN CONTRAC— TOR'S YARD DURING THE OFF—SEASON. 6. REQUIRED DEPTH MET AT FLOAT, LENGTH WAIVER REQ. 7. ANY LIGHTING ON PIER SHALL BE DIRECTED DOWNWARD :SITE PLAN TO ACCOMPANY A NOTICE OF INTENT SHOWING A PROPOSED FIXED PIER, RAMP AND FLOATS IN AND OVER THE WATERS OF BASS RIVER #10 PLEASANT STREET SOUTH YARMOUTH PREPARED FOR ELEANOR ACHESON EMILY HEWITT FEBRUARY 28, 2023 REV. 7/17/2023 (ANGLE ACCESS, SMALLER FLOATS, REDUCE PIER WIDTH) Scale:1 "= 20' 0 10 20 30 40 50 FEET 21-004 ACHESON #170 PIER.DWG