HomeMy WebLinkAboutWaterways - Proposed Pier Extension, Ramp & Float - 2/1/2019LOCUS MAP
EXIST. PERM. PIER, RAMP PLASTIC CAPS SCALE 1"=2000't
& FLOAT (REMOVE) TOP AT ELEV. 9
82' FROM MHW ASSESSORS MAP 127 PARCEL 65
S
REPLACE CURRENT 6' �9%p � LOCUS IS WITHIN FEMA FLOOD ZONE X &
WIDE BY 20' LONG NEW PIER APPROX. 58' LONG AE EL. 9
16'x 2.5'
SECTION WITH NEW 4' RAMP
DATUM: NAVD '88 (LANDWARD OF MHW)
WIDE SECTION.
DECK EL. 3.3' ELEVATIONS SEAWARD OF MHW = MLW
r..
DATUM
------.. MHW 2.0'
-MLW 0.0'
EXIST. GRADE L 3.2'
PROVIDE SIGNAGE RE:
PUBLIC ALLOWED TO PASS
UP AND OVER THE PIER 12.0' 12.0' 12.0 (4) 12"
FOR LONG SHORE ACCESS VINYL
VIA STEPS BOTH SIDES U WRAPPED
�✓ 15' MIN.
24' x 8' EMBEDMENT
FLOAT PILINGS
PROP. 10"- 12" PILING REQUIRED
(VINYL WRAPPED, PT) PROP. 10" - 12" PILING FOR FLOAT
REMOVE EXIST. PILINGS 15' MIN. PENETRATION (VINYL WRAPPED PT) (CONSULT WITH OWNER
REPLACE WITH 10"- 12"
PROFILE VIEW FOR IDEAL PLACEMENT)
PILING (VINYL WRAPPED, 1" = 10' CANTILEVER KAYAK
PT) 2Ax4K SUPPORT WITH
2"x4" COMPOSITE RAILINGS3' _ 4.0'
TEE CONFIGURATION
® ® in
N
PROVIDE CHAIN FLOAT STOPS DECK ELEV. 3.3'
ON FLOAT
TO KEEP FLOAT 3' OFF GRADE AT /2"x6" COMPOSITE
LOW TIDE %3"X10" BENT 3 4"O H.D. GALV.
"
3X10" BENT ® ® THRU BOLT (TYP)
"AZEK" 1X5 OR
EQUAL, 3/4" SPACING 3"X10" CROSS
STAINLESS SCREWS ® ® BRACING
TO 3"X10" STRINGERS EVERY OTHER BAY
PT 2" X 4" MHW (EVERY BAY BELOW MHW)
10" - 12" PRESSURE TREATED, VINYL WRAPPED
PILING 12' BETWEEN BAYS
4" X 6" POST 15' MIN. PENETRATION
BOLTED TO 3"X10"
ELEVATION SECTION
3 X10 " STRINGER 1" X 5" "AZEK" COMPOSITE DECKING OR EQ., 3/4" SPACING
.
(4) TTL. (4) 3"X10" STRINGERS
14" ON CENTER 12'
(2) 3"X10"' BENTS
HANDRAIL DETAIL
NTS
10" to 12" VINYL WRAPPED PT PILING
PIER CONSTRUCTION DETAIL
NTS
NOTES:
1. PIER PILINGS TO BE GREENHEART, KAKERILLA OR EQ.
(NO CCA OR CREOSOTE ALLOWED)
2. ALL PILINGS TO BE DRIVEN BUTT DOWN
x -4.49 3. PROVIDE MIN. 3/4" SPACING ON PLANKS
X -4.35 x -4.45 4. RAMP AND FLOATS SHALL BE STORED OFF-SITE
x -4.34
DURING OFF-SEASON
5. LIGHTS ON PIER SHALL BE DIRECTED DOWNWARD AND
X -3.81
SHIELDED
6. CURRENT PIER, RAMP AND FLOAT LICENSED UNDER
INTERIM APPROVAL #7228
SHELLFISH TRANSECTS w/ 7. SHELLFISH SURVEY PERFORMED BY MATT CREIGHTON,
4 x 4 SAMPLE PLOTS (TYP) PWS
(9 PLOTS ON EACH TRANSECT) 8. REF. ORDER OF CONDITIONS FOR HOUSE AND
LANDSCAPE CONSTRUCTION SE83-2154
x -3.71 T1 T2
r_ ; T3
LrJ f T4 T5
rr ri PROP. 8' x 24' FLOAT
r r PROVIDE FLOAT STOPS TO K MIN.
3' ABOVE GRADE AT LOW TIDE
f i i
TOFOLLI N S P
ONDPILING PLACEMENT IN CONSULTA
-2 39
HOMEOWNER (TO BEST RACK
x -3.58! ; PCCOMMODATE BOAT) (TIDAL)
X x -3.48
x -3.94
x -3.63
r
L' J X,' -3.10
� r � O
1- 2.8 6 ' r x -3.47
i x i i i i -3
r��
EXIST. PIER LTJ
LIC. # 6654r o i
i o co / r - -2.01
. 3
'PROP. 16 x 2.5' RAMP -1.45
rr i ' ;x -2.27 ; - 57
rr� r
-1.35 5.4• LTJ . W x -1. r r PIER APPROVED YARMOUTH
; r rr
' i r EXTEND PERMANENT PORTION 36' -2 x -1.79
0.20 i il� f r i (4' WIDE) CONSERVATION COMMISSION
x -1.59 x -1.61 x -1.60 x -1.69 OCTOBER 1991
r rW r r
\' Z-11. 1 q x -n .04 LAND UNDER OCEAN
82 r a- � .
r r t � r .
x -0.51 r r•� r
\ i {ia Lr 88 x -0.65 N
\ O1 i i i EXIST. RAMP AND FLOAT -r
REPLACE EXISTING 6 PILINGS WH- `x _ r W 0.60 t r
0�It.
(REMOVE)
10' - 12" VINYL WRAPPED PT '
MLW
PILINGS FOR NEW 4' WIDE SECTION - ' o� 8p- -r- - m- 0-
b
- -0.0�1
(REMOVE EXIST PILES)rT Q 08
x 1.12 L�J r r i i EXIST. 6' W. x 20' PERMANENT PIER
r 1 r ; REPLACE WITH 4' WIDE ` p 0. 1
ADD RACKS 1 '
I FOR KAYAK STORAGE (TYP) 1 I PERMANENT SE - x�0� � i �--- -"
.14
r i� ( $ _,MHW ELS .98. ROCKY `TERTIp x 0.45 fQ =0. 7
BOTH SIDES ,
AL �1CH
`- -"- 2 06 i FLOODZONE AE EL. 9 (NAVD 88) 0. 0
BENCHMARK ON PIER AT CTR 0� 51
OF STAIRS = EL. 3.3' 7 2
,14 '
,w16
rr b 8� ✓�
a �
� 20
#72 DRIFTWOOD LANE _ - -
MAP 127 PARCEL 64 _ _ - TOP COA TAL B
M. DEWEESE -
R. FIES FN _
SCHO.BROS. ' r
F
�- TANK
( MOVE)
#90 DRIFTWOOD LANE
4 / MAP 127 PARCEL 68
NATALIE MacDONALD
U 5
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s
s l €
1 L f P P. OC
E --WA
x
100,
CD - - - -i wFLL/NC °ER - oFF _
c ITE PLAN
Ld CCNSMuo,,
SHOWING PROPOSED PIER EXTENSION, RAMP AND FLOAT
AT
82 DRIFTWu"OD LANE
SOUTH YARMU"UTH
PREPARED FOR
off 508-362-4541
fax 508-362-9880
I downcape.com
,10WO cape engineering, inc.
civil engineers 11
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02575
17-413
rF STET.
�Scfp ENG R ND S
DATE DANIEL A. OJALA, P. E., P.L.S.
JULY 8, 2018
REV. SEPTEMBER 17, 2018 (WATERWAYS COMM. COMMENTS)
REV. NOVEMBER 14, 2018 (CONCOM COMMENTS)
Scale: 1"= 20'
0 10 20 30 40 50 FEET
m