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Revised site plan 2.25.2025
M.ROCK -�"r WALL LOCUS MAP W SCALE 1 "=2000'f PROVIDE SIGNAGE FOR PROP. 10" PILINGS MIN. 15' EMBED. ASSESSORS MAP 119 PARCEL 34.2 PUBLIC'S RIGHT OF PASSAGE AT MHW AREA LOCUSIS WITHIN FEMA FLOOD ZONE AE (EL. 9) PROFILE AND ZONE X (AREA OF MINIMAL FLOOD HAZARD) " 1" = 10' AS SHOWN ON COMMUNITY PANEL #25001CO583J DATED 7/16/2014 NOTES 1. DATUM IS NA D8V $ 2. THIS PLAN 1S FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER X -3.3 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. .-2.g 4.-NON-CCA TREATED AND/OR NON -LEACHING TREATED X -2.8 MATERIALS REQUIRED. -3.1 �.0 _ 5. VARIANCE REQUESTED, DISTANCE TO ABUTTING DOCK LX _3 (FROM 75' TO 60.8') FO LLINS POND 6. ANY LIGHTING ON PIER SHALL BE DIRECTED DOWNWARD (TIDAL) 7. PREVIOUS DOCK PERMIT #8930 8. ENTIRE SITE WITHIN RIVERFRONT RESOURCE AREA EBB 9. AFIX PERMANENT SIGN AT END OF FIXED PIER, INDICATING DEP PERMIT NUMBER AND STREET ADDRESS FLOOD x-2.7 10" PILING W/BOLTS 2 X 8 DECKING 1" SPACING X -2.6 FASTEN WITH STAINLESS SCREWS 4'-0" LONG BOARDS OVERHANG EA. SIDE X -2.5 LAND CONTAINING SHELLFISH (2) 3"X8" BENTS JA SISTER STRINGERS AT JOINTS x -2.7 X -2.5 X 6 4X4 HANDRAIL POST -1.7 BOLTED TO 3X8 X (3) 3"X8" STRINGERS O 20" ON CENTER Q . -2 4'-0" WIDE 7 LAND UNDER OCEAN U � � —1 X _ rm 2 x 6 �u 2.2'x 10' FL O c5 X 2 x 4 2 x 4 (GONE) LIC#8930 X-1.7-+ 00 H Fi OPTIONAL FRS 0.8' 0.6 rn MT 3'-4" CLEAR \ —0'5 KAYAK RACK BET. RAILS 359, L — X —1.0 n x —0.3 4'-0" DECKING O u COASTAL BEACH v NOTCH 4X4 ERp-` m 2" X 8" DECKING M THRU BOLT TO DECK ELEV. 5.5' 1" SPACING 3X8 ®... 6 12" E A EL. 9 ...i-®.. PINE PINEo4 6„ PINE ONE ,i- LAWN `\ '®. SMA 10"0 DIAM. • CCA PILING COASTAL OSB40 NK .. ...®..._ ,O 12" PINE ADRIENNE HOLLANDER ^� OAK #6 BUTTERCUP LN. �ry MHW EL. 1.5' 3/4"0 H.D. GALV. It ® 3X8 BRACES - THRU BOLT (TYP) EACH BAY O a� #22 ,5®OFF�C: BBUTTERCUP LN.SECTION PIER CONSTRUCTI K ON DETAIL E ®• °®• �N NTS WE�LINr PAUL LLANES Gq�,gCe #10 CATHERINE DOVELL LLANES #14 BUTTERCUP LN. i SITE PLAN SHOWING PROPOSED STAIRS AND FIXED PIER AT / GRAVEL / / DRIVEWAY/ / #10 BUTTERCUP LAME / ••®... ...s ..p C „_ ` , (SOUTH) YARMOUTH Scale:1 — 20 tOr ®...�� 8n lxg 1 DAN0 PREPARED FOR 0 10 20 30 40 50 FEET��9� off 508-362-4541 xr Dt�la fw7 `a i -'a fax 508-362-9880 'A. WIN KYAW J downcape.com © I- CIVIL I A 4 4 ra �� ��„ � �� DATE: AUGUST 7, 2024 ROW/1 CQ a eI1 //!ee/'/I! ift. ,�`', �� �� �� � � �f � n � ���, °���,�y rY,�3 REV. 1 /2/2025 (PER WW COMM. COMMENTS) � �r� �� REV 2/25/2025 (CON COM) civil engineers land surveyors SURVEY: NHO 939 Main Street ( Rte 6A) r DRAFTED BY: , SBO YARMOUTHPORT MA 02675 DCE #24-03' DATE DANIEL A. OJALA, P.E., P.L.S. CHECKED BY: DAO 24-031 KYAW.DWG