HomeMy WebLinkAbout83-2044 - Dock & Landscaping003'1160
SITE PLAN (PROPOSED
10 5 Q 10 20 40
SCALE: 1"=20'
42"
OPTIONAL 1/2" X 2' REBAR
TO SECURE TREADS TO
GROUND WITHOUT SIDE
TIMBERS
W"A MIFM
/a\ 2"x6" DECKING
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1i. ELEVATIONS REFER TO NAVD88. CONT AT SHOREFRONT CONSULTING FOR ADDITIONAL ELEVATION INFORMATION AS NEEDED.
2. CONSTRUCTION ACCESS SHALL BE VIA THE ACCESS ROUTE SHOWN ON THE PLAN AND DIRECTLY OVER THE APPLICANT'S PROPERTY.
3. THE WORK ACTIVITY SHALL OCCUPY A MINIMUM AREA TO ACCOMPLISH THE INSTALLATION OF THE STAIRS, DECK, AND DOCK. EQUIPMENT AND MATERIALS
HANDLING SHALL BE IN ACCORDANCE WITH THE WORK PROTOCOL SUBMITTED WITH THE NOTICE OF INTENT, THE RESULTING ORDER OF CONDITIONS AND AS
DIRECTED BY THE YARMOUTH CONSERVATION AUTHORITIES.
4. ALL WORK SHALL BE ACCOMPLISHED FROM UPLAND ON THE APPLICAN'TS PROPERTY. THE DOCK SECTIONS ARE INSTALLED BY HAND,
5. THE WORK LIMIT SHALL BE MAINTAINED TO INSURE MINIMAL ACTIVITY IN THE THE EXISTING CONSTRUCTION AREA WITH MINIMAL ACTIVITY OCCURRING
BEYOND THE WORK LIMIT. EQUIPMENT SHALL BE STORED ON THE APPLICANT'S PROPERTY WHEN NOT IN USE.
6. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RETURNED TO THEIR PRE -CONSTRUCTION CONDITION. ALL WORK SHALL BE INSPECTED BY
SHOREFRONT CONSULTING AND RECEIVE APPROVAL BEFORE REMOVING EQUIPMENT FROM THE SITE.
THE ACCESS ROUTE AND WORK SITEII'ISHALL BE CLEANED AND RESTORED TO RESEMBLE THE PRE -CONSTRUCTION CONTOURS AND CONDITIONS.
THE CONTRACTOR SHALL OBTAIN A COPY OF THE ORDER OF CONDITIONS ISSUED FOR THE PROJECT BY THE YARMOUTH CONSERVATION COMMISSION PRIOR
TO THE START OF ANY WORK.
9. ALL TIMBER USED FOR STRUCTURAL FRAMING (ABOVE THE WATER LINE) SHALL BE PRESSURE TREATED, ACQ, OR EQUAL AS APPROVED BY OWNER OR
SHOREFRONT CONSULTING. ALL DECKING MATERIAL SHALL BE GRATING.
10. ALL HARDWARE SHALL BE GALVANIZED OR STAINLESS STEEL, UNLESS OTHERWISE APPROVED BY THE APPLICANT OR SHOREFRONT CONSULTING.
A11. (2) 4'x10' SECTIONS MAKE UP THE DOCK. IN THE OFF-SEASON AND DURING THE WINTER MONTHS, THE DOCK SECTIONS SHALL BE STORED UPLAND OF
l ! THE VEGETATED BUFFER. THE DOCK SHALL ONLY BE INSTALLED FROM APRIL 1 TO NOVEMBER 1.
12. THE PROPOSED RETAINING WALL SHALL BE 2 FEET HIGH, WITH A TOP ELEVATION OF 28.5 FEET. APPROXIMATELY 50 CUBIC YARDS OF CLEAN FILL SHALL
BE USED TO LEVEL THE BACK YARD FROM THE 28' CONTOUR. THERE SHALL BE A 2 -FOOT WIDE VEGETATED BUFFER STRIP DIRECTLY LANDWARD OF THE
PROPOSED RETAINING WALL. THERE IS ONE TREE PROPOSED FOR REMOVAL TO CLEAR THE LINE OF THE WALL.
13. THE PROPOSED PATIO SHALL BE PERVIOUS.
14. THE PROPOSED FENCE SHALL BE INSTALLED ALONG THE PROPERTY LINE, APPROXIMATELY 40 FEET ON THE NORTH SIDE, AND APPROXIMATELY 100 FEET
ON THE WEST SIDE, OR AS THE SLOPE ALLOWS.
TOP LENQTH - 9,2'
COMPACTED
RENMF413 SOIL
CDWPAL7M OR NATURAL
12"'Mlhl, - REMINED SOIL
DRAIN FILL
GEAGRID, TYPICAL
DRAPAGE
GOLLNWN NPIE
WIN
WCSRECATE
PhD it OM14
L RETAINING WALL ELEVATION DETA)
FASTEN TREADS WITH COATED
TIMBERLOCK FASTENERS AND/OR
3/8"X10" GALVANIZED SPIKES
6"X6" HEMLOCK TREADS
COMPACTED BACKFILL
14" MIN.
TREAD DEPTH
TEP DETA)
Lollk, im
SCALE: 1/4"-1'
2"0 ALUM. SUPPORT POLES
GRATED DECKING, TYP)\ a 111
ALUMINUM FRAME (TYP)
/12"
SU WIDE GROUND ` SUPPORTS (TYP) \\
DOCK/ SECTION ELEVATION
SCALE: 1/4"_-I'
DRWNA
0
i, WRIEL;
iETB4CK
SET65C}L
"m CONMUE OfrrEmo
TS) TYPICAL RETAINING WALL ISOMETRIC DETAIL (NTS)
END OF DOCK RESTS ON AT -GRADE STEP
PROP. 4'x10' DOCK
SECTIONS (2 TOTAL)
-\2" PIPE PILES WITH FEET (TYP)
\PUBLIC ACCESS STEPS (TYP)
PROPOSED DOCK (PLAN VIEW)
5 Q 5 10 20
SCALE: 1"=10'
PROPOSED 2' HIGHI TOP OF INLAND BANK \ /BOTTOM OF INLAND BANK
RFTAININ(1 WALL WITH 2' \
0 04
VEGETATED BUFFER; INt_HINV
T.O.W.=28.5' SLOPE
I
BEACH-► LAND
BVW
UNDER GREAT POND -�-
32
32
30
_ EDGE OF UNDERSTORY�_`-v
_.
-� u -_ -__ -_.-.--.
-��
30
28
VEGETATIONI
DOCK EXTEN05
�20`t"BEI O}I -
_ I �___.____-___-�
j 28
26
~ i
OND
�-
- Y -- _ �._.w
�. 26
24
PROPOSED AT -GRADE STEPS; SEE DETAIL
_ �,_.---_.-._-___
ORDINARY HIGH WATER LEVEL OH
__.___� 1 �
24
.�
22
�uA
PROPOSED SED ROPE HANDRAIL
14.2' (15' NGVD29 USGS)
! 22
P�i4PQ�ED FILL-....�_w_
( APPROXIMATELY 50f a
_
IPROPOSED 4' W1DEx20'_LONG_SEASONA' DOCK
t -���
3 O
?$
5 j TO -`LEVEL' _�" -"-_- '�
BACK YARD-EL®2&5 __
����� --..-_ ?WITH GRAl1NG•, DECK HEIGHT=14 5 OBSERVED WATER LEVEL-.-,
_ --.. __ .- ! _ -
I -�
11.2 (9-15-15)� ^�
I 18
! 16
16
-
a _v
_ _�
14
------,_ _ _., _- ---
_.. _._-_
14
12
L--_-
. -__r ___. _.._.._.---_-.
.._ __F_._.__._._.____-__..__ ._.__._
12
_. �-
10
..__ -
USE EQUAL _AMOUNTS _OF CUT AND
__.
. . .
___� �L ___ _�-- _
10
8
FILL TO ACHIEVE STEPPED SLOPE i
�-
PUBLIC�ACCESS STEPS
LICL,-.________EPS
� -
8
6
_ _
_ EASTi,NG GRADE
2
_�
__-__
2
_-__
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ORDINi
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N0. MATE REVISRIN
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LIMIT
SECTION A -A
PROPOSED)
SHOREFRONT CONSULTINI
290 CENTER STREET
DENNISPORT, MA. 02639
(508) 280-8046
WWW.SHOREFRONTCONSULTING. COM
TREE (
5 Q 5
10 20
SCALE:
1"=10'
YARMOUTH, MA
SURVEY NOTES:
NORSE
POND
BIG SAI
POND
KEY MA
1" = 800'
LEGEND
^''''''
EDGE
o�
ORDINi
......
OBSER'
- - 2-------
ELEVAI
N0. MATE REVISRIN
PROPEI
rM . ,' v s
LIMIT
PROJECT
MATHEW PULICKEN
285 BUCK ISLAND ROAD YARMOU'
UNDER,
SHOREFRONT CONSULTINI
290 CENTER STREET
DENNISPORT, MA. 02639
(508) 280-8046
WWW.SHOREFRONTCONSULTING. COM
TREE (
1. RECORD OWNER:
MATHEW J. PULICKEN
285 BUCK ISLAND ROAD
YARMOUTH, MA. 02673
L.C. PLAN: 32462-1 LOT: 58
2. PROPERTY IS SHOWN AS LOT 78 ASSESSOR'S
WITHIN ZONE R-25 AND THE AQUIFER PROTECTIOP
TOWN OF YARMOUTH ON LINE ZONING MAP LAST
5/2/2015.
3. PROPERTY LINES DEPICTED HEREON ARE BASE
SURVEY CONDUCTED BY EXISTING GRADE, INC. IN
AND COMPILED FROM PLANS ON RECORD, RECORD
BARNSTABLE COUNTY REGISTRY OF DEEDS.
4. ORIGIN OF BEARINGS IS LAND COURT PLAN 3:
5. ORIGIN OF ELEVATIONS IS NAVD 88, DETERMIN
SURVEY CONDUCTED IN SEPTEMBER OF 2015
6. PARCEL APPEARS TO LIE WITHIN THE FLOOD
SHADED X PER FIRM PANEL #586 OF 875, COMMI
NUMBER 25001CO586J MAP LAST REVISED JULY 1
ON THE FEMA ONLINE DATABASE.
7. EXISTING CONDITIONS SHOWN HEREON WERE C
ON THE GROUND SURVEY CONDUCTED IN SEPTEME
EXISTING GRADE INC, AND FROM PLANS ON RECOI
BARNSTABLE COUNTY REGISTRY OF DEEDS.
8. SURVEYOR HAS MADE NO INVESTIGATION OR I
SEARCH FOR EASEMENTS OF RECORD, ENCUMBRAI
COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY
AN ACCURATE AND CURRENT TITLE SEARCH MAY
9. WETLAND RESOURCES SHOWN WERE FIELD IDE
SHOREFRONT CONSULTING AND SURVEYED BY EXI!
10. THE SITE IS LOCATED WITHIN AN NHESP BOUP
THEREFORE REQUIRES MESA REVIEW.
11. ORDINARY HIGH WATER (OHW) IS 15' NGVD29
WHICH EQUALS 14.2' NAVD88 DATUM.
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Signature:6Sic
1 1-12-16 SHORTEN DOCK, ADD GRATING, 1 TREE REMO
N0. MATE REVISRIN
SHEEI nnE
PLAN SHOWING PROPOSED
SEASONAL DOCK AND LANDSCA
PROJECT
MATHEW PULICKEN
285 BUCK ISLAND ROAD YARMOU'
SHOREFRONT CONSULTINI
290 CENTER STREET
DENNISPORT, MA. 02639
(508) 280-8046
WWW.SHOREFRONTCONSULTING. COM