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E PLAN LPROPOSED)
4 20 40
SCALE: 1"=20'
42"
OPTIONAL 1/2" X 2' REBAR
TO SECURE TREADS TO
GROUND WITHOUT SIDE
TIMBERS
TYPICAL AT
/,\ 2"x6" DECKING
CONSTRUCTION NOTES:
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. 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 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.
112. 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.
12" MIN,
DMN FILL
ORAWE
COLLECTION
RETAINING WALL
FASTEN TREADS WITH COATED
TIMBERLOCK FASTENERS AND/OR
3/8"X10" GALVANIZED SPIKES
COMPACTED
14" MIN.
TREAD DEPTH
DETAIL
SCALE. 1/4"=1'
2"0 ALUM. SUPPORT POLES
GRATED DECKING, TYP)-',\_l
ALUMINUM FRAME (TYP)
12" WIDE GROUND
SUPPORTS (TYP)
DOCK SECTION ELEVATION
SCALE: 1/4"=1'
TREADS
9,2'
COWPALTED OR N4TURAL
RETAINED SOIL
PROPOSED 2' HIGH
RETAINING WALL WITH 2'
COUPIICTEO NATURAL
STTE sms, Aum CALLID;
INnLL SOLS, DR
RONFORCED SOILS
N HORSE
W E POND
C
LOCUS
PLa"ENT PLUGS, E U EL;
fTtiXIT - NO SETBACK
f�AR = 5119r SETB+CK
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ZIL
• .r
CRAIRCE COLLECTION
MMar NATURAL 501LDATION
Nit
M{ Y Ne (y��;.
OUNCE
a .
TYPICALTAIL (NTSj WALL ISOMETRIC DETAIL
END OF DOCK RESTS ON AT -GRADE STEP
PROP. 4'x10' DOCK
SECTIONS (2 TOTAL)
7\2" PIPE PILES WITH FEET (TYP)
PUBLIC ACCESS STEPS (TYP)
PROPOSED DOCK (PLAN VIEW)
5 q � 20
SCALE: 1"=10'
TOP OF INLAND BANK /BOTTOM OF INLAND BANK
V0
=
° BIG SANDY do
z POND
0
�O
o �O
�V
YARMOUTH, MA KEY MAP
1" = 800'
I rnrnLn
_y_y_y_y_\
VEGETATED BUFFER;
IINLHINV
SLOPE
ORDINARY WATER LEVEL
I IBEACH
LAND UNDER GREAT POND --
(N Lf)
ELEVATION CONTOUR
T.O.W.=28.5'
TIO O
N
LIMIT OF WORK/ACCESS
1
UNDERSTORY VEGETATION
32
Op
O, �-
PROJECT
MATHEW PLIUCKEN
285 BUCK ISLAND ROAD YARMOUTH MA
BVW
ONECKEDBY E
32
30
SECTION A -A
PROPOSED)
EDGE OF U DERSTORY
A
30
28
VEGETATION
SCALE:
DOCK EXTENDS
28
r
201 BEYOND `HW
26
26
24
E" P OPOSED
AT -GRADE STEPS; SEE DETAIL
ORDINARY HIGH WATER LEVEL OHW
24
22
PROPOSED FILL'
Y
PROPOSED ROPE HANDRAIL
= 14.2' (15' NGVD29, USGS)
22
20
(APPROXIMATELY 501
PROPOSED 4' WIDEx2O' LONG SEASONAL DOCK
20
18WITH
GRATING; DECK HEIGHT=14.5'1 OBSERVED WATER LEVEL
18
vAop�A_
A
V0
=
° BIG SANDY do
z POND
0
�O
o �O
�V
YARMOUTH, MA KEY MAP
1" = 800'
I rnrnLn
_y_y_y_y_\
EDGE OF VEGETATION
�_
ORDINARY WATER LEVEL
OCO
(N Lf)
ELEVATION CONTOUR
LO C-4
TIO O
N
LIMIT OF WORK/ACCESS
1
UNDERSTORY VEGETATION
O
Op
O, �-
PROJECT
MATHEW PLIUCKEN
285 BUCK ISLAND ROAD YARMOUTH MA
O�
ONECKEDBY E
ORwwINc NO.
PULICKEN.DN
SECTION A -A
PROPOSED)
5 Q 5
10 20
SCALE:
1"=10'
V0
=
° BIG SANDY do
z POND
0
�O
o �O
�V
YARMOUTH, MA KEY MAP
1" = 800'
I rnrnLn
_y_y_y_y_\
EDGE OF VEGETATION
�_
ORDINARY WATER LEVEL
OBSERVED WATER LEVEL
---- 2------
ELEVATION CONTOUR
1 1-12-16 SHORTEN DOCK, ADD GRATING, 1 TREE REMOVAL, TOY DATES MCB
PROPERTY LINE
r E3' F"' €'"
LIMIT OF WORK/ACCESS
1
UNDERSTORY VEGETATION
AS SHOW
TREE (EXISTING, TO REMAIN)
PROJECT
MATHEW PLIUCKEN
285 BUCK ISLAND ROAD YARMOUTH MA
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 32462-1.
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.
2 6-6-16 MOVE STAIRS AND DOCK 5' SOUTHWEST, ADD 2 TREE REMOVALS MCB
1 1-12-16 SHORTEN DOCK, ADD GRATING, 1 TREE REMOVAL, TOY DATES MCB
NO. DATE REMSION BY
SHEET ME
PLAN SHOWING PROPOSED
SEASONAL DOCK AND LANDSCAPING
PROIEIX NO.
SC -51
AS SHOW
DAM
11/11/1
PROJECT
MATHEW PLIUCKEN
285 BUCK ISLAND ROAD YARMOUTH MA
DRAWN BY
M
ONECKEDBY E
ORwwINc NO.
PULICKEN.DN
SHOREFRONT CONSULTING
290 CENTER STREET
DENNISPORT, MA. 02639
(508) 280-8046
WWW.SHOREFRONTCONSULnNG.COM
C-
I OF 1 SNEM