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LOT 78
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SITE
SITE PLANPROPOSED)
�« 10 z' / /' 10 5 0 10 20 40
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42"
OPTIONAL 1/2" X 2' REBAR
TO SECURE TREADS TO
GROUND WITHOUT SIDE
TIMBERS
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CONSTRUCTION NOTES:
1. ELEVATIONS REFER TO NAVD88. CONTACT SHOREFRONT CONSULTING FOR ADDITIONAL ELEVATION INFORMATION AS NEEDED. w E
2. CONSTRUCTION ACCESS SHALL BE VIA THE ACCESS ROUTE SHOWN ON THE PLAN AND DIRECTLY OVER THE APPLICANT'S PROPERTY.
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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 APPLICANTS 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.
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 2"x6" WITH 1/2" SPACING BETWEEN DECK BOARDS.
10. ALL HARDWARE SHALL BE GALVANIZED OR STAINLESS STEEL, UNLESS OTHERWISE APPROVED BY THE APPLICANT OR SHOREFRONT CONSULTING.
11. (3) 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.
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.
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.
TYPICAL R
2"x6" DECKING (TYP
1/2" MINIMUM SPACI
COMPAGTED
KNMRMO 33L
12" MIN,
DRAJN FILL
NTNG WALL_
FASTEN TREADS WITH COATED
TIMBERLOCK FASTENERS AND/OR
3/8"X10" GALVANIZED SPIKES
i"X6" HEMLOCK TREADS
COMPACTED BACKFILL
14' MIN.
TREAD DEPTH
STEP DETAI
4'0 11
DOCK SECTION PLAN VIEW
SCALE 1/4"=1'
ry 2"0 ALUM. SUPPORT POLES
II 2"x6" DECKING (TYP)\
ALUMINUM FRAME (TYP)-
12" WIDE GROUND
SUPPORTS (TYP)
DOCK SECTION ELEVATION
1T0
• 9.2'
COWPA= OR NATURAL
RETNNED SOIL
GEOGRID, T'fFti"k
A TION DE'
O"w
i, BARREL;
iEMtCK
SEI9iCK
"M Ga METE OFI10N;t)
TS) TYPICAL RETAINING WALL ISOMETRIC DETAIL (NTS)
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END OF DOCK RESTS ON AT -GRADE STEP
IPROP. 4'x10' OCK SECTIONS TA
(3 TO
\2" PIPE PILES WITH FEET (TYP)
PROPOSED DOCK (PLAN VIEW)
5 q 5 10 20
SCALE: 1"=10'
PROPOSED 2' HIGH TOP OF INLAND BANK BOTTOM OF INLAND BANK
RETAINING WALL WITH 2' INLAND
VEGETATED BUFFER; SLOPE BEACH LAND UNDER GREAT POND -
32 T.o.w.=28.5' BVW 32
30 EDGE OF U DERSTORY 30
28 VEGETATION1 iOCK EXTENDS 30'1 BEYOND OHW 28
26 '" PROP SED AT -GRADE STEPS; SEE DETAIL 26
24 " ;i PROPOSED ROPE HANDRAIL ORDINARY HIGH WATER LEVEL OHW 24
22 POP FILL = 14.2' (15' NGVD29, USGS) 22
20 (APPROXIMATELY 501 PROPOSED 4' WlDEx30' LONG SEASONAL 20
18 DOCK; DECK HEIGHT=1 .5 t OBSERVED WATER LEVEL 18
= 119' 1 in
8 FILL TO ACHIEVE STEPPED SLOPE \PUBLIC ACCESS STEPS
6
4
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Lo
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EDGE OF VEGETATION
Lo N
OCD
OBSERVED WATER LEVEL
-- 2----
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O N
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LIMIT OF WORK/ACCESS
O
UNDERSTORY VEGETATION
W EG
SECTION
A
-A PROPOSED)
5 0
5
10 20
^^
10
0
NORSE
POND
OleOCUS
AO
BIG SANDY yo
, �1 POND
N
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YARMOUTH, MA KEY MAP
1" = 800'
LEGEND
V ° '
EDGE OF VEGETATION
D
ORDINARY WATER LEVEL
OBSERVED WATER LEVEL
-- 2----
ELEVATION CONTOUR
PLAN SHOWING PROPOSED
SEASONAL DOCK AND LANDSCAPING
PROPERTY LINE
r3 rq g1 m
LIMIT OF WORK/ACCESS
PROJE`T
MATHEW PULICKEN
285 BUCK ISLAND ROAD YARMOUTH. MA
UNDERSTORY VEGETATION
W EG
TREE (EXISTING, TO REMAIN)
SHOREFRONT CONSULTING
290 CENTER STREET
DENNISPORT, MA. 02639
(508) 280-8046
WWW CHnPPMnNTrnNGI II 'nNr. r'nkA
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SURVEY 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 47 AND LIES
WITHIN ZONE R-25 AND THE AQUIFER PROTECTION DISTRICT PER THE
TOWN OF YARMOUTH ON LINE ZONING MAP LAST REVISED
5/2/2015.
3. PROPERTY LINES DEPICTED HEREON ARE BASED ON A FIELD
SURVEY CONDUCTED BY EXISTING GRADE, INC. IN SEPTEMBER 2015
AND COMPILED FROM PLANS ON RECORD, RECORDED AT THE
BARNSTABLE COUNTY REGISTRY OF DEEDS.
4. ORIGIN OF BEARINGS IS LAND COURT PLAN 32462-I.
5. ORIGIN OF ELEVATIONS IS NAVD 88, DETERMINED FROM A GPS
SURVEY CONDUCTED IN SEPTEMBER OF 2015
6. PARCEL APPEARS TO LIE WITHIN THE FLOOD ZONES X AND
SHADED X PER FIRM PANEL #586 OF 875, COMMUNITY PANEL
NUMBER 25001CO586J MAP LAST REVISED JULY 14, 2014 AS SHOWN
ON THE FEMA ONLINE DATABASE.
7. EXISTING CONDITIONS SHOWN HEREON WERE COMPILED FROM AN
ON THE GROUND SURVEY CONDUCTED IN SEPTEMBER OF 2015 BY
EXISTING GRADE INC, AND FROM PLANS ON RECORD AT THE
BARNSTABLE COUNTY REGISTRY OF DEEDS.
8. SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT
SEARCH FOR EASEMENTS OF RECORD, ENCUMBRANCES, RESTRICTIVE
COVEN ANTS,OWNERSHIP TITLE EVIDENCE, OR ANY OTHER FACTS THAT
AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE.
9. WETLAND RESOURCES SHOWN WERE FIELD IDENTIFIED BY
SHOREFRONT CONSULTING AND SURVEYED BY EXISTING GRADE, INC.
10. THE SITE IS LOCATED WITHIN AN NHESP BOUNDARY AND
THEREFORE REQUIRES MESA REVIEW.
11. ORDINARY HIGH WATER (OHW) IS 15' NGVD29 PER USGS MAP,
WHICH EQUALS 14.2' NAVD88 DATUM.
Na. CAM RM"
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PLAN SHOWING PROPOSED
SEASONAL DOCK AND LANDSCAPING
PROUECT NO
SC-59
ux� AS SHOWN
11/11/15
PROJE`T
MATHEW PULICKEN
285 BUCK ISLAND ROAD YARMOUTH. MA
DR W MCB
W EG
oRnwa+c No.
PULICKEN.DWG
SHOREFRONT CONSULTING
290 CENTER STREET
DENNISPORT, MA. 02639
(508) 280-8046
WWW CHnPPMnNTrnNGI II 'nNr. r'nkA
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