HomeMy WebLinkAboutPier Modification Plan rev 5-2-2292'
52.2'
I
PROP. 20' RAMP
RETAIN EXIST. DECK ELEV. 5.3'
. " MHW EL. 1.4'
Wa--- ------------------------------ --------------
GRADE
MLW EL. -2.3
RE -USE EXIST. PILES/POSTS 01 3.1'
PROVIDE 'LONGSHORE ACCESS
STEPS BOTH SIDES OF PIER PROFILE (2) 16.5 x 6' FLOATS
1" = 10' �RE-LOCATED/ADDED PILINGS (FOR A
TOTAL OF 4) FOR FLOAT ATTACHMENT
R. SPILLANE %' PROPOSED
(2) 6 x 16.5' f
QQ 7:
P% r
S9,
OP /
F�
0o PROP. RE-LOC D
(OR NEW) PI G��
MID)
/4D a
�1JJ
CNo � i o
N/F BRINKMAN
APPROVED DOCK SYSTEM
083-2278
HSE # 361 1
121-341
D
r
EXIST DOCK SYSTE\RD.
Q
DEP LIC. #3009 d
#347 GREAT ISLAND
2 X 6 DECKING 3/4" SPACING
FASTEN WITH STAINLESS SCREWS
r
EXIST. PILING 4'-0" LONG BOARDS OVERHANG EA. SIDE
(2) 3"X8" BENTS
4X4 HANDRAIL POST
R.E.GRIFFIN, TRS BOLTED TO 3X8
41' (3) 3"X8" STRINGERS® 20" ON CENTER
PIER PLAN VIEW DETAIL
NTS
HANDRAILS NOT SHOWN FOR CLARITY
XFLOATEXISTING RAMP TO BE
REPLACED WITH 20' RAMP
NG 4.9' WIDE DECKING TO BE REMOVED 4'-0" WIDE MAX
DE NEW DECKING 4' WIDE AS
ACEMENT (OR 2x6 AZEK OR EQ.) 2 x 6
NG. ADD NON -PT STRINGERS AS2x 4
ED FOR ADDITIONAL SUPPORT.SE EXISTING PILINGS.
PATIO
EXIST. P�1RIION OF PIER
ORIGINA Y PE�ITTED UNDER
SE83-� (197rl;
ACCES5 STEPS
(BOTH SIDES)
PROVIDE SIGN/
PER STATE GLN
0
1a
9Z_
DECK ELEV. 5.3'
RE -USE EXIST. PILINGS
MHW EL. 1.4'
3/4"0 H.D. GALV.
THRU BOLT (TYP)
4'-0" W. DECKING
2" X 6" DECKING
3/4" SPACING
3X8 BRACES
EACH BAY
BELOW MHW
SISTER STRINGERS
AT JOINTS
NOTCH 4X4
THRU BOLT TO
/ 3X8
SECTION
--, % PIER CONSTRUCTION DETAIL
%j NTS
O4b
�P
G� Scale: 1 "= 20'
0 10 20 30 40 50 FEET
NOTES
Lewis Bay
LLa
Rood
\5A
c�a�P Oleo
Nantucket
Sound
LOCUS MAP
SCALE 1 "=2000't
ASSESSORS MAP 14 PARCEL 3
REF: SE83-97
1. DATUM: NAVD '88
2. TIDAL INFORMATION FROM BUZZARDS BAY.ORG/
TECHNICAL-DATA/TIDAL-DATUMS
3. FLOATS SHALL CONSIST OF BLACK PLASTIC AND
NOT CONTAIN STYROFOAM OR SIMILAR MATERIALS
4. FLOATS ARE TO BE STORED IN UPLAND LOCATION
5. ONLY NON-CCA TREATED MATERIAL MAY BE
USED IN DOCK CONSTRUCTION. CCA PILES AND
AND STRUCTURAL TIMBER 3" OR GREATER MAY
BE USED.
PIER MODIFICATION PLAN
TO ACCOMPANY A NOTICE OF INTENT
FOR
355 GREAT ISLAND ROAD
WEST YARMOUTH
PREPARED FOR
H OFeygs H OF Mq//9c
S9C o`' DANIEL yGs
DANIEL A. yam o� A.
o OJALA OJALA
CIVIL No. 40980
No.46502 �o
p ��c O �� -F S S\ O Q
Tess SUR
OMAL NG\�� qN0 VEyO
L
DATE DANIEL A. OJALA, P.E., P.L.S.
NINO MICOZZI
DECEMBER 16, 2021
REV. MAY 2, 2022 (ACCESS STEPS)
off 508-362-4541
I fax 508-362-9880
downcape.com
down cope engineering, kC.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOU THPOR T MA 02675
21-342 MICOZZI.DWG