HomeMy WebLinkAboutDock Plan 1-20-202012
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CONSTRUCTION NOTES:
1. ELEVATIONS REFER TO NAVD 88. CONTACT DOWN CAPE ENGINEERING 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 PROPOSED WORK. 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. THE DOCK INSTALLATION SHALL BE ACCOMPLISHED FROM A WORKING BARGE AS
MUCH AS PRACTICAL. THE REMAINDER OF WORK SHALL BE ACCOMPLISHED BY
HAND. AT NO TIME SHALL THE WORKING BARGE COME IN CONTACT WITH THE
MARSH.
5. A WORK LIMIT SHALL BE STAKED AND MAINTAINED TO INSURE MINIMAL ACTIVITY IN
THE THE EXISTING MARSH WITH MINIMAL ACTIVITY OCCURRING BEYOND THE WORK
LIMIT. MATERIALS AND EQUIPMENT SHALL BE STORED ON THE APPLICANT'S
PROPERTY DURING TIMES OF HIGH TIDE AND WHEN NOT IN USE. WORKING BARGE
TO BE ANCHORED TO AVOID BOTTOMING OUT DURING PERIODS OF LOW TIDE.
6. PILES SHALL BE DRIVEN BUTT END FIRST TO THE DEPTHS SPECIFIED ON THE
PLAN. IF DESIGN EMBEDMENT CAN NOT BE REACHED, SHOREFRONT CONSULTING
SHALL BE CONTACTED BEFORE PROCEEDING. PILES CAN BE INITIALLY JETTED TO
SET, BUT THEN SHALL BE MECHANICALLY DRIVEN FROM THE WORKING BARGE.
EACH BENT BEYOND MHW SHALL BE ANCHORED TO THE BOTTOM WITH A HELICAL
OR MANTA STYLE ANCHOR FOR PROTECTION OF ICE UPLIFT.
7. 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.
8. THE ACCESS ROUTE AND WORK SITE SHALL BE CLEANED AND RESTORED TO
RESEMBLE THE PRE–CONSTRUCTION CONTOURS AND CONDITIONS.
9. 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.
10. ALL HARDWARE SHALL BE GALVANIZED OR STAINLESS STEEL, UNLESS OTHERWISE
APPROVED BY OWNER OR SHOREFRONT CONSULTING.
l
i ALT MARSH
\ N 65'145
247.On
AERIAL SITE PLAN
20—SCALE
10 5 Q V 20 40
SCALE: 1'=20
/2"x6" RAILING B
/ CAP TYP
01
2"x4" RAILING
5/8" THROUGH2"x6" DECKING W/ 3/4"
BOLT TYP SPACING; OVERLAP 1" (TYP)
2"x8" STRINGERS (TYP)
3"x10" YOKE; • 3/4" THROUGH
(2) TYP. BOLT WITH DOCK
WASHERS (TYP)
�i3%8" CROSS
BRACING, (TYP)
10" GREENHEART
OR FIBERGLASS
PILES (TYP)
B
DOCK SECTION A -A ELEVATION DETAIL
2—SCALE
1 Q 1 2 4
5CALE: I'=2'
�r ) 110'± TO ABUTTING D�CK i I
Imo— 3' 2"x6" RAILING CAP
4"x4" POST BOLTED
THROUGH YOKES AND
JOISTS (TYP); ONE SIDE
2"x4" RAILINGS ONLY IS OPTIONAL
36-38"
RECESSED 2"x8" STRINGERS (6
DECKING W/ TOTAL, TYP)
3/4" SPACING 3MO�P
4" THROUGH–BOLTS
)
x10" YOKE; (2) TYP.
3"x8" CROSS
BRACING, (TYP)
3/4' THROUGH BOLT WITH
DOCK WASHERS (TYP)
GREENHEART PILE (INSTALL
T END DOWN, TYP) OR
RSON" FIBERGLASS PILES
DOCK SECTION B -B ELEVATION DETAIL
2—SCALE
I. EXISTING PIER, RAMP AND FLOAT EXTEND 63'1 BEYOND MHW
LAWN 38' COASTAL BEACH LAND UNDER OCEAN (SALT POND)
13'± SALT I�I ~ AAARCH —I
Ell
K111
.N
.E
SECTION A -A PIER ELEVATION - EXISTING
SCALE: 1"_10'
5 Q 5 10 20
5CALE: I`= 19
12
8
4 MHW = EL. 1.9'
MLW =EL. -0.3'
3 MLW = EL. -3.3'
-8
100
1.0 0'± r pia 1
SrRTO OPPOSITE 'AR00Np fN�SGF
ELINE I
//
ND J
EACH
I
LEGEND
MHW _
MEAN HIGH WATER
MLW
MEAN LOW WATER
14
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I lil h�I
—2—
PROPERTY LINE
LIMIT OF WORK/ACCESS
Ell
K111
.N
.E
SECTION A -A PIER ELEVATION - EXISTING
SCALE: 1"_10'
5 Q 5 10 20
5CALE: I`= 19
12
8
4 MHW = EL. 1.9'
MLW =EL. -0.3'
3 MLW = EL. -3.3'
-8
100
1.0 0'± r pia 1
SrRTO OPPOSITE 'AR00Np fN�SGF
ELINE I
//
ND J
EACH
I
LEGEND
MHW _
MEAN HIGH WATER
MLW
MEAN LOW WATER
14
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ELEVATION CONTOUR
—2—
PROPERTY LINE
LIMIT OF WORK/ACCESS
10REPILES
MARSH
EDGE OF MARSH
SHELLFISH FOUND IN GRID
EXISTING PIER, RAMP, & FLOAT
PROPOSED PIER, RAMP, & FLOAT
70 I
210
30
40 �S /
f 4 p/ER i 1�
0 60 IP
�.
✓ST/NG ? X / // 8
24 RAMP CO Opo p / / 0
!ice OFNiLES\ 2- D14k7' pk �0
/
12' NAVO l SE -
r2 40p /
TALJ
,
0 0 1 Bk7p PLOA
TS
/ wo
T MA SH qCC SS �
lM/T l
LOCKING PINS
PROPOSED "FLIP UP"
PROPOSED "FLIP UP" FLOAT STOPS
FLOAT STOPS (WINTER STORAGE DOCK SITE PLAN
(DOWN POSITION) I
T,
SCALE:1 "=10'
EXISTING GRADE 5 0 5 10 20
5CAIF: 1"=10'
"FLIP UP" FLOAT STOP DETAIL
2—SCALE
-� PROPOSED PIER, RAMP AND FLOAT EXTEND 78'± BEYOND MHW (15' FURTHER THAN EXISTING)
LAWN 38' COASTAL BEACH LAND UNDER OCEAN (SALT POND)
I..� 13'± SALT
MARSH
PROPOSED 12" DIAM. x 24'
LONG GREENHEART PILES; TOP
EXISTING 8'x8' LANDING \ OF PILE = 12' NAVD (3 TOTAL)
12
8
4
0
-4
81
(111; 8i,�a•.• . .-O•• D WIDE PIER;1y16`IIA[ei'rYll:L1a1,
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10REPILES
(6 TOTAL)20 40 60 80
1
SECTION A -A PIER ELEVATION - PROPOSED
SCALE:
5 0 5 10 20
5CALE: I`= 10'
12
8
4 HTL = EL. 2.4'
MHW = EL. 1.9'
0-MLW=lEL*63'-
-4-7ML�VI=EL.-3T
0
T3
S
LOCUS'
D/NAHS
POND
KEY MAP
1" = 800'±
SURVEY NOTES:
BASS RI VER
YARMOUTH, MA
RECORD OWNER, MATTHEW CLARK AND XIN XHANG
TRUSTEES OF THE CLARK—ZHANG FAMILY TRUST
36 CLELLAND ROAD, LEXINGTON, MA 02421
ASSESSORS MAP 119, PARCEL 67
DEED BK. 31790 PG. 276
PLAN BK. 79, PG. 101
PROPERTY LIES WITHIN RESIDENTIAL ZONE R40.
PROPERTY LINES DEPICTED HEREON ARE BASED ON A FIELD
SURVEY BY DOWN CAPE ENGINEERING AND COMPILED FROM
PLANS ON RECORD RECORDED IN THE BARNSTABLE COUNTY
REGISTRY OF DEEDS.
PARCEL APPEARS TO LIE WITHIN FLOOD ZONE AE (EL. 9'
NAVD 88) PER FIRM PANEL #583 OF 875, COMMUNITY MAP
NUMBER 25001CO593J EFFECTIVE DATE JULY 16, 2014 AS
SHOWN ON THE FEMA ON—LINE DATA BASE.
DATUM FOR ALL ELEVATIONS = NAVD 88
MEAN HIGH WATER = 1.9' NAVD 88
MEAN LOW WATER = —0.3 NAVD 88
SOURCE; DIRECT MEASUREMENT WITH HOBO U20L
WATER LEVEL LOGGER BY SHOREFRONT CONSULTING
THE PROJECT IS NOT WITHIN AN NHESP BOUNDARY AND IS
THEREFORE NOT SUBJEf TO MESA REVIEW
J
DANIEL
A.
OJALA
No. 40980
\ - Lu Lol_cam
DAMELA.
OJALA
CIVIL
No. 46502
/ NO PART OF THIS DRAWING MAY BE USED BY
ANY PARTY WITHOUT THE EXPRESS WRITTEN
7 CONSENT OF SHOREFRONT CONSULTING AND
DOWN CAPE ENGINEERING, INC.
1
1/20/20
MOVE FLOATS OUT 10 FEET; ADD FLOAT STOPS
MCB
NA.
AAS
REY190N
SHEEP IIRE
PLAN SHOWING PROPOSED
DOCK RECONSTRUCTION
PROJECT No.
SC -136
� AS SHOWN
.,,E 10/1/19
Cr
MATTHEW CLARK
72 MAYFLOWER TERRACE YARMOUTH MA
DM" UY MCB
°HMKEDw DO
URAWMA NO.
72MAYFLOWER.DWG
DOWN CAPE ENGINEERING
939 MAIN STREET
YARMOUTHPORT, MA 02675
(508) 362-4541
SHOREFRONT CONSULTING
290 CENTER STREET
DENNIS PORT, MA. 02639
(508) 280-8046
WWW.SHOREFRONTCONSULTING.COM
C-
AE 1 SHEETS