HomeMy WebLinkAboutSite Plan 11-30-21PROPOSED 4'x29't
RAISED PIER; DECK
HEIGHT = 7.7't NAVD88
LAWN EX. RET. SALT MARSH �{
WALL
�►EXISTING PIER
EXTEND LANDWARD
TO MEET GRADE
MUMMWP]ITRI
10 5 0 10 20 40
1 "=20'
RELOCATED 3'x14' RAMP
PROPOSED 4'x32.5t' PIER "
EXTENSION; DECK HEIGHT PROPOSED 4'x10' FLOAT
= 5.3't NAVD88
CTION A -A PLAN VIEW
215 Q 10 20
1"=10'
PIER, RAMP, AND FLOATS EXTEND 80' BEYOND MHW
PIER EXTENSION RELOCATED 3'x14' RAMP
PROPOSED 4 x32.5t PIER
EXTENSION; DECK HEIGHT PROPOSED 4'x10' FLOAT
1VD88 = 5.3't NAVD88 / PROPOSED 8" X 24' LONG
ANCHOR PILES (2 TOTAL)
PROPOSED 8'x20' FLOAT
SECTION A -A ELEVATION DETAIL
5 2.5 Q 5 10 20
DCE ¢#20-147 1"=10'
--MHVV= 1.�j 0
2
—4
—6
to
N
N Xr
rj
,\\
E \
DOCK PLAN VIEW DETAIL
5 2.5 0 5 10 20
i ft 41 2"W' AZEK RAILING CAP
4%4" POST BOLTED
THROUGH YOKES AND
2%4" RAILING (TYP) JOISTS (TYP)
ROPE MID RAIL 2"x8" STRINGERS
(3 TOTAL, TYP)
12"XIS" AZEK DECKING OR (2) Sx8"
3/4" THROUGH —BOLTS
(TYP)
--3%8" YOKE; (2) TYP.
___� 3"x8" CROSS
BRACING, (TYP)
— -Y4" THROUGH BOLT WITH
DOCK WASHERS (TYP)
8" "PEARSON" FIBERGLASS PILES
II INSTALL SCREW ANCHOR AT
EACH BENT BEYOND MHW TO
PREVENT ICE UPLIFT (Optional)
DOCK SECTION B-B ELEVATION DETAIL
17.5 4 1 4
1"=2'
1 1 jC LEGEND
rI / MHw MEAN HIGH WATER \\ BASS RIVER
J iwLw MEAN LOW WATER 4�
—2— ELEVATION CONTOUR
O
<� PROPERTY LINE�0� 9
MEMO LIMIT OF WORK/ACCESS
L I SHELLFISH SURVEY GRID LOCUS �o
DINARS
U P IIE R SHELLFISH FOUND IN GRID POND
AE
SURVEY NOTES:
1
/ / 1 RECORD OWNER,
l i 1 THOMAS A. DWYER AND LISA G. DWYER
1 DWYER REALTY TRUST YARMOUTH, MA
1 INTERVALE ROAD, DEDHAM, MA 02026 KEY MAP
1 I ASSESSORS MAP 120, PARCEL 12 1" = 800't
I 1 DEED BK. 28031 PG. 33
PLAN BK. 79, PG. 101; LOT 66
PROPERTY LIES WITHIN RESIDENTIAL ZONE R40.
O PROPERTY LINES DEPICTED HEREON ARE BASED ON A FIELD
SURVEY BY DOWN CAPE ENGINEERING IN JULY, 2020 AND
1 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 25001CO583J 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
i_ 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
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 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 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.
11. THE RECONSTRUCTED AND LENGTHENED DOCK SHALL BE RAISED UP IN ACCORDANCE WITH
THE PLAN AND SUPPORTED ON PERMANENT PILES. THE EXISTING RAMP CAN BE REUSED. ALL
DECKING AND HANDRAILS SHALL BE AZEK OR EQUAL. RAMP SHALL UTILIZE THRU—FLO GRATING
OR BE ALUMINUM AT APPLICANT'S OPTION.
2"x6" AZE`{ RAILING B
CAP (TYP;
ROPE MID RAIL 2"x4" RAILING (TYP)
5/8" THROUGH 2"x6" AZEK DECKING W/ )14"
BOLT�T P SPACING; OVERLAP 1" (TYP)
3"x8" YOKE;" 3/4" THROUGH
(2) TYP. BOLT WITH DOCK
WASHERS (TYP)
. . �S'x8" CROSS
BRACING, (TYP)
i 8" FIBERGLASS
PILES (TYP)
B
DOCK SECTION �-A ELEVATION DETAIL
1"=2'
NO PART OF THIS DRAWING MAY BE USED BY ANY
PARTY WITHOUT THE EXPRESS WRITTEN CONSENT OF
SHOREFRONT CONSULTING AND
DOWN CAPE ENGINEERING, INC.
NO.
OA E
R"MN
BY
SHEET TITLE
PLAN SHOWING PROPOSED PIER
RECONSTRUCTION AND EXTENSION
PRg1ECT NO.
SC-154
E AS SHOWN
m 8/9/21
mma
THOMAS AND LISA DWYER
160 MAYFLOWER TERRAQ.F SOUTHY MO TH MA
Om"w MCS
CHMKEOW DO
oaarn"c Na
DWYER.OWG
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- 1
a SHEETS