HomeMy WebLinkAbout83-2044 - Dock & Landscaping004Cnni c 1"-,)0'
OPTIONAL 1/2" X 2' REBAR
TO SECURE TREADS TO
GROUND WITHOUT SIDE
TIMBERS
N
A
CONSIKUU11UN NUILJ:
1. ELEVATIONS REFER TO NAVD88. CONTACT SHOREFRONT CONSULTING FOR ADDITIONAL ELEVATION INFORMATION AS NEEDED. w D
2. CONSTRUCTION ACCESS SHALL BE VIA THE ACCESS ROUTE SHOWN ON THE PLAN AND DIRECTLY OVER THE APPLICANT'S PROPERTY. S
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 CF 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 WOK LIMIT SHALL
BEYONDR
RTHE WORK LIMIT. EQUIIPMENT SHALL BE STORED ON THE APPLICANT'SE EXISTING PROPERTYWHENTNOTTINNAREA WITH MINIMAL ACTIVITY OCCURRING
USE.
6 ALL AREAS DISTURBED
DURING
CONSTRUCTION A SHALL
LL BE RERURNEDNG O THEIR PRFROM PRE—CONSTRUCTION
THE SITE.
ON CONDITION. ALL WORK SHALL BE INSPECTED BY
SHOREFRONT
7. THE ACCESS ROUTE AND WORK SITE SHALL BE CLEANED AND RESTORED TO RESEMBLE THE PRE—CONSTRUCTION CONTOURS AND CONDITIONS.
8. 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.
11. (2) 4'x1SECTIONS
AKR. THE DOCK SHUP ALL ONLY IN THE OFF—SEASON INSAAND FROM 1
RANG HE WINTER
NOVEMBERMON THS, THE DOCK SECTIONS SHALL BE STORED UPLAND OF
zi THE VEGETATED
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
PROPOSED RETA N NGHW BAC YARDERE IFROM THS ONE TRE /NEE2PROPOSOD FORHERE REMOVALLL BE A TO CLEAR THE L NEEOFETHE WABUFFER STRIP DIRECTLY LANDWARD OF THE
LL
13. THE PROPOSED PATIO SHALL BE PERVIOUS.
ALONG THE PROPERTY LINE, APPROXIMATELY 40 FEET ON THE NORTH SIDE, AND APPROXIMATELY 100 FEET
14. THE PROPOSED FENCE SHALL BE INSTALLED
ON THE WEST SIDE, OR AS THE SLOPE ALLOWS.
PJ.K;7'A'AENr PLUCS, BVii€L;
PfiCf1T - NO 5ETTj'+CK
REAR = 5/19' SE ma<
2"x6" DECKING
(TYP W/ GRAT
SCALE: 1/4'=1'
10'
o"A Al i uA ci iPPf7RT POLES
IIUIV LI
SCALE: 1/4°=1'
COIAW TED
KNmPcE0 SIML
12" MIN,
DRAIN FILL
IN
FASTEN TREADS WITH COATED
TIMBERLOCK FASTENERS AND/OR
3/8"X10" GALVANIZED SPIKES
6"X6" HEMLOCK TREADS
COMPACTED BACKFILL
14" MIN.
TREAD DEPTH
fj
LEITH — 8,2'
CANPI= DF NATURAL
RETAINED SOIL
Tfrm
0
DRAIN46E
L.NT FILL
COIAPACM NATURAL
61TE SOILS. xm CAlIn;
INFlLL SOLS, DR
RONFORCED SOILS
DRAJWE COLLECTION PPE
�\ PREFiYi@
UON
`�—
�LEYDJNG PPA
v DPAN4CE STONE
COTKTIETE OPTKTiT+L)
NG 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)
SCALE: 1"=10'
PROPOSED 2' HIGH TOP OF INLAND BANK BOTTOM OF INLAND BANK
RETAINING WALL WTH 2' INLAND
VEGETATED BUFFER;` SLOPE �BEAOH--�{�'-- LAND UNDER GREAT POND
T.O.W.=28.5' BVW
J -GRADE STEPS; SEE DET.
PROPOSED ROPE HANDRAIL
MATELY 50t
ACCESS
ON
to
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Lo N
Oco
OBSERVE[
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ELEVATIOP
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ON
UNDERST(
SECTION A -A
PROPOSED)
5��
1p 20
SCALE:
1"=10'
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OBSERVE[
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ELEVATIOP
PROPERTI
HORSE
POND
'y BIG SAND
z POND
N
C
O
YARMOUTH, MA KEY MAP
1"=800'
SURVEY NOTES:
LEGEND
rly_Yom`
EDGE OF
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ORDINARY
OBSERVE[
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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 PROTECTION
TOWN OF YARMOUTH ON LINE ZONING MAP LAST 1
5/2/2015.
3. PROPERTY LINES DEPICTED HEREON ARE BASE[
SURVEY CONDUCTED BY EXISTING GRADE,INC. IN S
AND COMPILED FROM PLANS ON RECORD, RECORDE
BARNSTABLE COUNTY REGISTRY OF DEEDS.
4. ORIGIN OF BEARINGS IS LAND COURT PLAN 32
5. ORIGIN OF ELEVATIONS IS NAVD 88, DETERMINE
SURVEY CONDUCTED IN SEPTEMBER OF 2015
6. PARCEL APPEARS TO LIE WITHIN THE FLOOD Z
SHADED X PER FIRM PANEL #586 OF 875, COMMU
NUMBER 25001CO586J MAP LAST REVISED JULY 1A
ON THE FEMA ONLINE DATABASE.
7. EXISTING CONDITIONS SHOWN HEREON WERE C(
ON THE GROUND SURVEY CONDUCTED IN SEPTEMB
EXISTING GRADE INC, AND FROM PLANS ON RECOF
BARNSTABLE COUNTY REGISTRY OF DEEDS.
8. SURVEYOR HAS MADE NO INVESTIGATION OR II
SEARCH FOR EASEMENTS OF RECORD, ENCUMBRAN
COVEN ANTS, OWNERSHIP TITLE EVIDENCE, OR ANY
AN ACCURATE AND CURRENT TITLE SEARCH MAY
9. WETLAND RESOURCES SHOWN WERE FIELD IDEI
SHOREFRONT CONSULTING AND SURVEYED BY EXIT
10. THE SITE IS LOCATED WITHIN AN NHESP BOUN
THEREFORE REQUIRES MESA REVIEW.
11. ORDINARY HIGH WATER (OHW) IS 15' NGVD29
WHICH EQUALS 14.2' NAVD88 DATUM.
2 i0mAl
6 MOVE STAIRS AND DOCK 5' SOUTHWEST, ADD
1 6 SHORTEN DOCK, ADD GRATING, 1 TREE REM(
N0. RUMN
SHEET TRE
PLAN SHOWING PROPOSED
SEASONAL DOCK AND LANDSCA
PmEa
MATHEW PULICKEN
285 BUCK ISLAND ROAD YARMOI
SHOREFRONT CONSULTIN
290 CENTER STREET
DENNISPORT, MA. 02639
(508) 280-8046
WWW.SHOREFRONTCONSULTING. COM