HomeMy WebLinkAbout83-2044 - Dock & Landscaping002FY
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�. LOT 78 I, r's(sW REJD
MATHEW J. PULICKEN2
285 BUCK ISLAND ROAD, o O O
YARMOUTH, MA 02673 : `" �� J
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�C'��P % `1 r rr'�/ � SITE PLAN (PROPOSED)
10
cr,to c• 1"-9n'
42"
OPTIONAL 1/2" X 2' REBAR
TO SECURE TREADS TO
GROUND WITHOUT SIDE
TIMBERS
CAL A T- GR
CONS IHUC HUN NU I L�)
1. ELEVATIONS REFER TO NAVD88. CONTACT 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 BTHE EYONDRTHEI WORK LIMIT. MAINTAINED TO INSURE EQUIPMENT SHALL BE STOINIMAL RED ON THETY IN THE THE EXISTING APPLICANTS PROPERTY WHENNOT
CONSTRUCTION USE EA WITH MINIMAL ACTIVITY OCCURRING
6 ALL
AREAS
CONSULTING DISTURBED ARECEIVE DURING
ONSTRUCTION SHALL
BE RETURNED
NG O THEIR
PRE-CONSTRUCTION
THE SITE.
ON CONDITION. ALL WORK SHALL BE INSPECTED BY
SHOREF
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'x10' SECTIONS MAKE UP THE DOCK. IN THE OFF-SEASON AND DURING THE WINTER MONTHS, THE DOCK SECTIONS SHALL BE STORED UPLAND OF
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 PROPOSED RETAINING `HWALL.CTHEREDIFROM THE S ONE REE28' CONTOUR. THERE SHALL BE A 2-FOPROPOSEED FOR REMOVAL TOC EAR THOETLINEWIDEOFEBUFFER STRIP DIRECTLY LANDWARD OF THE
THE WALLEGETATED
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.
COMIPACfED
RENMWX13 WL
13" MIN,
DRAIN FILL
ICAL RETAINING WA
/FASTEN TREADS WITH COATED
71MBERLOCK FASTENERS AND/OR
3/8"X10" GALVANIZED SPIKES
L 6"X6" HEMLOCK TREADS
f / COMPACTED BACKFILL
/n\ 2"x6" DECKING
S
14" MIN.
TREAD DEPTH
DETAI
SCALE 1/4'=1'
-10'-
2"0
0'2"0 ALUM. SUPPORT POLES
GRATED DECKING, TYP)\ /
ALUMINUM FRAME (TYP)
12" WIDE GROUND
fSUPPORTS (TYP) N'-� i
DOCK SECTION ELEVA TION
SCALE: 1/4"=1'
IYr LENM - 11,21
CONRAGTID 13R NATLInAL
MANED SOIL
GEDGRID, 'fYP'M
VA TION
Ct MpACTO NIST PAL
917E MLS, AM Cis
INFILL BOU, DR
REINFORCED SOILS
DMMME OOLLECnON PPE-
PREMED
PE-PREMED I
FOLINLI4TI13ri
IL (N
DUNAGE
LNr FILL
CAL RETAINING WA
/ END OF DOCK RESTS ON AT—GRADE STEP
PROP. 4'x10 DOCK
SECTIONS (2 TOTAL)
L-N'`2" PIPE PILES WITH FEET (TYP)
PUBLIC ACCESS STEPS (TYP)
PROPOSED DOCK (PLAN VIEW)
5 0 5 10 20
SCALE: 1"=10'
rm-
NS
PROPOSED 2' HIGH TOP OF INLAND BANK BOTTOM OF INLAND BANK
RETAINING WALL WITH 2' INLAND
VEGETATED BUFFER; BEACH LAND UNDER GREAT POND —�-
T.O.W.=28.5' ` SLOPE �I—RVV�—
mm
O (ND
O N
TELY 50f
STEPS; SEE DET
ROPEHANDRAIL
STEPS
N N n ON
0— o -
SECTION A -A PROPOSED)
5 5 10 20
SCALE: 1"=10'
N
OLK,MENr PLUGS, WREL;
FRMT - NO SEIB'CK
FDR = 5/8- SET94CN
LNELIND PAD
DRAINAGE MW
(L. M CONLT M 01;iUML3
AIL (N TS)
NGVD29,
0
O
HORSE
POND
J
�J 1
'2 BIG SANDY
0
z
POND
0
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o
YARMOUTH, MA KEY MAP
1" = 800'
LEGEND
r -rlr- '-f-'�
EDGE OF VEGEP
UHW
ORDINARY WATEF
. , , , , .
OBSERVED WATEF
- - 2-------
ELEVATION CONT(
PROPERTY LINE
r t5 Im 71P
LIMIT OF WORK/�
1
UNDERSTORY VE(
TREE (EXISTING,
URVEY NOTES:
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 MAP
WITHIN ZONE R-25 AND THE AQUIFER PROTECTION DISTRI
TOWN OF YARMOUTH ON LINE ZONING MAP LAST REVISE'
5/2/2015.
3. PROPERTY LINES DEPICTED HEREON ARE BASED ON E
SURVEY CONDUCTED BY EXISTING GRADE, INC. IN SEPTEM
AND COMPILED FROM PLANS ON RECORD, RECORDED AT
BARNSTABLE COUNTY REGISTRY OF DEEDS.
4. ORIGIN OF BEARINGS IS LAND COURT PLAN 32462-I.
5. ORIGIN OF ELEVATIONS IS NAVD 88, DETERMINED FRC
SURVEY CONDUCTED IN SEPTEMBER OF 2015
6. PARCEL APPEARS TO LIE WITHIN THE FLOOD ZONES
SHADED X PER FIRM PANEL #586 OF 875, COMMUNITY P
NUMBER 25001C05B6J MAP LAST REVISED JULY 14, 2012
ON THE FEMA ONLINE DATABASE.
7. EXISTING CONDITIONS SHOWN HEREON WERE COMPILE
ON THE GROUND SURVEY CONDUCTED IN SEPTEMBER OF
EXISTING GRADE INC, AND FROM PLANS ON RECORD AT
BARNSTABLE COUNTY REGISTRY OF DEEDS.
8. SURVEYOR HAS MADE NO INVESTIGATION OR INDEPEt
SEARCH FOR EASEMENTS OF RECORD, ENCUMBRANCES,I
COVENANTS,OWNERSHIP TITLE EVIDENCE, OR ANY OTHER
AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLC
9. ETLAND RESOURCES SHOWN WERE FIELD IDENTIFIED
SH
REF CONSULTING AND SURVEYED BY EXISTING
I
10 THLLE SITE IS LOCATED WITHIN AN NHESP BOUNDARY
THEREIFORE REQUIRES MESA REVIEW.
I ORDINARY HIGH WATER (OHW) IS 15' NGVD29 PER U
WHICH EQUALS 14.2' NAVD88 DATUM.
C ,v> t >:: ,fission
u
I
1 1-12-16 SHORTEN DOCK, ADD GRATING, 1 TREE REMOVAL, TO
N0. GATE RE�ASION
SHEET TRE
PLAN SHOWING PROPOSED
SEASONAL DOCK AND LANDSCAPING
P Ea
MATHEW PULICKEN
285 BUCK ISLAND ROAD YARMOUTH,
MA
SHOREFRONT CONSULTING
290 CENTER STREET
DENNISPORT, MA. 02639
(508) 280-8046
W WW. SHOR EFR ON TCONSULTI N G. COM