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MATHEW J. PULICKEN�oe 0
285 BUCK ISLAND ROAD, o
YARMOUTH, MA 02573 !•
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of ' 11 Sao �� SITE PLANPROPOSEO)
10 5 Q 10 20 40
SCALE: 1"=20'
OPTIONAL 1/2" X 2' REBAR
TO SECURE TREADS TO
GROUND WITHOUT SIDE
TIMBERS
42"
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.
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.
TYPICAL RETAINING
2"x6" DECKING
COMPACMD
RENMRMD ML
12" MIN,
DRAIN FILL
FASTEN TREADS WITH COATED
TIMBERLOCK FASTENERS AND/OR
3/8"X10" GALVANIZED SPIKES
6"X6" HEMLOCK TREADS
COMPACTED BACKFILL
14" MIN.
TREAD DEPTH
mmmmmil
In um�
WmmmmImIIIMI
m m
0 urlaglur Mill
SCALE: 1/4"=1'
10'
2"o ALUM. SUPPORT POLES
GRATED DECKING, TYP)\ j
ALUMINUM FRAME (TYP)
12" WIDE GROUND
SUPPORTS (TYP)
DOCK SECTION ELEVATION
SCALE 1/4"=1'
m
COWPACM OR NATUIUL
RETAINED SOIL
TTFICAL
DRAINA
END OF DOCK RESTS ON AT -GRADE STEP
1
SECTIONS (2ITOTAL) I
-[ \2" PIPE PILES WITH FEET (TYP)
\PUBLIC ACCESS STEPS (TYP)
PROPOSED DOCK (PLAN VIEW)
5 0 5 10 20
SCALE: 1"=10'
PROPOSED 2' HIGHI TOP OF INLAND BANK \ /BOTTOM OF INLAND BANK
RFTAINING WALL WITH 2' 1 \
i, BkRREL;
iETBACK
serokx
"M G10971EiE OFTIo1WL)
LEGEND
f-y-ry-yY' EDGE OF VEGETATION
-- Tw ORDINARY WATER LEVEL
VEGETATED
T.O.W.=28
BUFFER; "N" N" BEACH-► LAND
5 SLOPE
77
UNDER GREAT POND -►
32
32
NEO
BVW
tLoN h0
O
30
TREE (EXISTING, TO REMAIN)
EDGE OF UNDERSTORY__-,_
SHOREFRONT CONSULTING
290 CENTER STREET
DENNISPORT, MA. 02639
(508) 280-8046
WWW.SHOREFRONTCONSULTING.COM
30
O N O-
r
- VEGETATIDNI DOCK EXTEND
28
26
e ^20'1 BEYOND OH
i
26
24
----P 2OPOSED AT -GRADE STEPS; -SEE DETAI �-
-- �
WATER LEVEL OH'N
�-
24
22
20(APPROXIMATELY
PROPOSED ROPE HANDRAIL 14.2' (15' NG'JD-29, USES)22
P.RStRQSED�l_ _.- - ...__ _ .._
501 PROPOSED 4 WIDEx20' LONG SEASONAL DOCK
-
20
18
OA 'YDS:.j-TO-LEVEE --"- TH GRATING DECK
�---.--�- _-- .
I
- _ _ _ _
HEIGHT -14 5 t
- _ I OBSERVED WATER LEVEL -
112 (9-15-15) -
18
1616
14
�
1..
_-- �. _ i _.---
._ _ .. _.__�... _ ... -_
-- _.- .� _ �__
14
,1
12
12
1010
_ EQUAL -AMOUNTS OF CUT AND'.
FILL_ TO ACHIEVE STEPPED SLOPE ---- ---
ACCESS STEPS
1Q
8
8
I
-FXISTING GR4DE��
6
4
_ _ �
-� - ---- ---__-
4
22
0
I _..-....__,_._....-..._.f._._..._._,._.._.._..-...v...._.._,-._.__.,.�_._.-.t.._,_-
�.__.__�..___..-.-_..._
0
LEGEND
f-y-ry-yY' EDGE OF VEGETATION
-- Tw ORDINARY WATER LEVEL
OBSERVED WATER LEVEL
---2------
Lo Lo
0
O(O
NEO
LIMIT OF WORK/ACCESS
tLoN h0
O
DRAWN 8Y
MCB
TREE (EXISTING, TO REMAIN)
DRAWING NO.
PULICKEN.DWG
SHOREFRONT CONSULTING
290 CENTER STREET
DENNISPORT, MA. 02639
(508) 280-8046
WWW.SHOREFRONTCONSULTING.COM
+
O N O-
r
O O
SECTION A -A
PROPOSED)
5 Q 5
10 20
SCALE:
1"=10'
LEGEND
f-y-ry-yY' EDGE OF VEGETATION
-- Tw ORDINARY WATER LEVEL
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
COVENANTS, 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.
OBSERVED WATER LEVEL
---2------
ELEVATION CONTOUR
NO. DAZE RE lm w
PROPERTY LINE
m w F0 0
LIMIT OF WORK/ACCESS
11/11/15
UNDERSTORY VEGETATION
DRAWN 8Y
MCB
TREE (EXISTING, TO REMAIN)
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
COVENANTS, 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.
1 1-12-16 SHORTEN DOCK, ADD GRATING, 1 TREE REMOVAL, TOY DATES MCB
NO. DAZE RE lm w
SH TDLE
PLAN SHOWING PROPOSED
SEASONAL DOCK AND LANDSCAPING
PROJECT Iq.
SC -59
DA Al SHOWN
11/11/15
PROJECT
MATHEW PULICKEN
285 BUCK ISLAND ROAD YARMOUTH, MA
DRAWN 8Y
MCB
CHEd(m By EG
DRAWING NO.
PULICKEN.DWG
SHOREFRONT CONSULTING
290 CENTER STREET
DENNISPORT, MA. 02639
(508) 280-8046
WWW.SHOREFRONTCONSULTING.COM
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