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HomeMy WebLinkAboutsite plan 1.2.2025ROCK 8.6' 8.6' LOCUS MAP WALL _p 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 LOCUS IS WITHIN FEMA FLOOD ZONE AE (EL. 9) PROFILE AND ZONE X (AREA OF MINIMAL FLOOD HAZARD) 1" = 10' AS SHOWN ON COMMUNITY PANEL #25001C0583J DATED 7/16/2014 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 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. x _2.9 4. NON-CCA TREATED AND/OR NON -LEACHING TREATED X -2.8 MATERIALS REQUIRED. X -3.1 -3.0 5. VARIANCE REQUESTED, DISTANCE TO ABUTTING DOCK x (FROM 75' TO 60.8') _3 Fri T T INS POND 6. ANY LIGHTING ON PIER SHALL BE DIRECTED DOWNWARD LJ LL11(TIID►ALL) POND 7. PREVIOUS DOCK PERMIT #8930 8. ENTIRE SITE WITHIN RIVERFRONT RESOURCE AREA EBB 9. AFIX PERMANENT SIGN AT END OF FIXED PIER, E; INDICATING DEP PERMIT NUMBER AND STREET ADDRESS ' FLOOD x.-2.7 10" PILING W/BOLTS 2 X 8 DECKING 1" SPACING FASTEN WITH STAINLESS SCREWS x -2.6 4'-0" LONG BOARDS OVERHANG EA. SIDE LAND CONTAINING SHELLFISH (2) 3"X8" BENTS x -2.5 J? _ SISTER STRINGERS 0 AT JOINTS X 6 x -2.7 x -2.5 \ Q 4X4 HANDRAIL POST BOLTED TO 3X8 x-1.7 (3) 3"X8" STRINGERS ® 20" ON CENTER � \/® x•_ 9 �• -2 4'-0" WIDE a •'� 7 x_ LAND UNDER OCEAN 2 x 6 -1` � X cu 2.2'x 10' FLN 2 x 4 2 x 4 q (GONE) LIC#8930 x -1.7 -i 0 � OPTIONAL 0.8' 0.6 ( F 3'-4" CLEAR D0 - �� -0.5 KAYAK RACK .BET. RAILS 2 359, Q�3 O x-1.0 n N -0.3 4'-0" DECKING 1 0 2'twz 7 COASTAL BEACH NOTCH 4X4 2" X 8" DECKING THRU BOLT TO Q �• DECK ELEV. 5.5' 1" SPACING 129 f �s >D 3X8 8 _ 14 / J.. 13 12 -� LAWN . \ ...®6 1g 10"0 DIAM. ° ° COASTAL CCA PILING o - BAN ®, O 17 0 12 E ADRIENNE HOLLANDER OAK ' MHW EL 1.5' #6 BUTTERCUP LN. �N Q a 18 3/4"0 H.D. GALV. ® 3X8 BRACES THRU BOLT (TYP) EACH BAY O � O BUTBUTTERCUP LN. 4' WIDE SECTION BUT a 5®OF�:..�NK• PIER CONSTRUCTION DETAIL ®... C7 NTS WN ELLING PAU LLANES GgRgGE A10 CAT ERINE DOVELL LLANE #1 / BU RCUP LN. �� / SITE PLAN / / o /GRAVEL / Q o SHOWING PROPOSED STAIRS AND FIXED PIER / DRIVEWAY/ 18 AT � � o / ..®...,�...�: o� c. #10 BUTTERCUP LANE 8 • ®... BAN Scale: 20 �- s / ®• K l"tYsC�t✓fr V RM TN \ / / ••®..•®e. `k�r,' "'�"% ".s i) fl t.ld�r4lj:_9.,. SC..kdkp (SOUTH) ■ A■ ■� V®U ■ ■ ■ Op ANE �r0 1020 30 40 50 FEET �� �.f-.t r, off 508-362-4541 e� � t 40980PREPARED FOR fax 508-362-9880 f,. , s �` aka' d I owncape.com © / i' 8URT5- WIN K i A Y Y ONAL down Cope efg//ieeM/,,f' h7C. '' DATE: AUGUST 7, 2024 civil engineers _ REV. 1/2/2025 (PER WW COMM. COMMENTS) land surveyors � SURVEY: NH0 939 Main Street ( R to 6A) ® - YARMOUTHPORT MA 02675 � ,✓ DRAFTED BY: SBO CHECKED BY: DAO DICE ICE DATE DANIEL A. OJALA, P.E., P.L.S. #24`®� � 24-031 KYAW.DWG