HomeMy WebLinkAboutRevised plan46
1lb
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all
U
5
0+00.00
.SITE PLAN STING)
10 q 10 20 40
`= 20'
LSCSF � 23't COASTAL BEACH
RAMP; TO BE
(REMOVED)
PROPOSED BEACH ACCESS 00
STAIRS (NORTH SI�E ONLY) \ 11
L1.2
6'
PROPOSED WORK
AND ACCESS LIMIT / EXIST. 8'x16' FIXEDq
f `- PLATFORM (TO BE 6'x16')
JI -- 16'X2.5' RAMP
EXISTING" 10" PILING (TYP.) ---
ii
i
•i
•i 7 'f TO NEAREST FLO T
'r
f
12' f
32'f SALT MARSH COASTAL LAND UNDER OCEAN
BEACH I
ORIGINAL 141'f DOCK; DECK ELEVATION 3.3'
STRUCTURES EXTEND 142'f BEYOND MHW
EXISTING DOCK TO BE
RECONSTRUCTED AND RAISED UP -1
5.3 FEET; DECK HEIGHT TO BE 8.6' II EXISTING DOCK TO BE
/RECONSTRUCTED AND RAISED UP
2.5 FEET; DECK HEIGHT TO BE 5.8'
0 I I 0(-,I � 0 I 0II 0
III 0+25 �I I 0
C)II 0+50 Oil N
7.7'±
SITE PLAN )PROPOSED)
10 5 Q 10 20 40
1 II=20'
• 1 b 1i • i • 1 1• i i i 41 1 _ 0 f I 1 .. 1m 6 9
� I
+75 c4 0 1+00
12' TYP I 0
0
I z I
c� 1+25 0 1+50
0 0 0 12'
J N MINIMUM
o I N N PENETRATION
N 12' TYP
T
SECTION A -A ELEVATION DETAIL PROPOSED) 5 2.5 0 5 10 20
10'k.5' RAMP
ALL FLOAT ANCHOR PILES
FIXED TO BE 30' LONG (TYP)
LATFOR
REPOSITIONED 2.5'X10' RAMP
8'X20' FLOAT TO REMAIN; (OTHER 6'
FLOATS NORTH AND SOUTH NOT
SHOWN FOR CLARITY)
MHW = 1.8'
M4W z -1.1' ►.
3.2'f 3.2'f
Z 1+75
0 z0
� o
2+00
75' TO
NEAREST
FLOAT /
LEGEND
MHW MEAN HIGH WATER
MLW MEAN LOW WATER
2 ELEVATION CONTOUR
PROPERTY LINE
LIMIT OF WORK/ACCESS
4' DECK WIDTH --I 2"x6" RAILING CAP
4"x4" POST BOLTED
THROUGH YOKES AND
2%4" RAILINGS (TYP) JOISTS (TYP)
/STRIN'GER'S
RECESSED DECKING
W/ 3/4" SPACING;
OVERLAP 1"
0
a
0
a
O
0
0
0
o
3/4" THROUGH -BOLTS
(TYP)
-3"x8" YOKE; (2) TYP.
3"x8" CROSS
BRACING, (TYP)
THROUGH BOLT WITH
DOCK WASHERS (TYP)
-10" GREENHEART PILE (INSTALL
BUTT END DOWN, TYP)
_ INSTALL SCREW ANCHOR AT
EACH BENT BEYOND MHW TO
PREVENT ICE UPLIFT
DOCK SECTION B-B ELEVATION DETAIL
1 .5 0 1 2 4
1 II=2'
SURVEY NOTES:
RECORD ❑WNERi AUNT EDITH'S ROAD
ASS❑CIATI❑N INC.
0 AUNT EDITH'S ROAD
SOUTH YARMOUTH, MA 02664
ASSESSORS 5AP 91, PARCEL 96
DEED BOOK 6529, PAGE 17
PLAN BOOK 184, PAGE 131
PROPERTY LIES WITHIN RESIDENTIAL ZONE R40.
PROPERTY LINES DEPICTED HEREON ARE BASED ON A FIELD
SURVEY BY DOWN CAPE ENGINEERING IN JANUARY 2023 AND
COMPILED FROM PLANS ON RECORD RECORDED IN THE
BARNSTABLE COUNTY REGISTRY OF DEEDS.
WORK AREA APPEARS TO LIE WITHIN FLOOD ZONE VE (EL. 13').
REMAINDER OF SITE LIES WITHIN ZONE, AE (EL. 11' NAVD 88)
PER FIRM PANEL #587j OF 875, COMMUNITY MAP NUMBER
25001CO587J EFFECTIVE DATE JULY 16, 2014 AS SHOWN ON
THE FEMA ON-LINE DATA BASE.
DATUM FOR ALL ELEVATIONS = NAVD 88
MEAN HIGH WATER = 1.8' NAVD 88
MEAN LOW WATER = -1.1 NAVD 88
THE PROJECT IS NOT WITHIN AN NHESP BOUNDARY AND IS
THEREFORE NOT SUBJET TO MESA REVIEW
TOTAL FLOAT SQUARE FOOTAGE PREVIOUSLY APPROVED = 790
TOTAL FLOAT SQUARE FOOTAGE PROPOSED = 784
EXISTING 8.3'x16' PLATFORM TO BE CHANGED TO 6'x16' .�
2%6" RAILING B
CAP TYP
0
4%4" POST 2%4" RAILING
TYP
\ 5/8" THROUGH 5/4"x6" DECKING W/ 3/4"
BOLT TYP I SPACING; OVERLAP 1" (TYP)
3%8" STRINGERS
0 (TYP)
3 x8 _ 3/4" THROUGH
YOKE; _ BOLT WITH DOCK
(2) TYP. - WASHERS (TYP)
�, ,� �i� of rrtiss a��N aF r,�,�sJ
3 X8 CROSS owa�DANiEL 9cy�s ��DAMELA9cy
BRACING, (TYP) A. OJALA
10" GREENHEART OJALA CIVIL
No.40980 A No.46502
PILES (TYP) � ° `
0FESS\O Q �� �'/STS
B
DOCK SECTION A -A ELEVATION DETAIL
1 .5 q 1 2 4
1 "= 2
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 AND FROM A WORKING BARGE.
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 RECONSTRUCTION SHALL BE ACCOMPLISHED FROM A WORKING BARGE AS MUCH AS
PRACTICAL. AT NO TIME SHALL THE WORKING BARGE COME IN CONTACT WITH THE MARSH.
10 5. MATERIALS AND EQUIPMENT SHALL BE STORED ON THE APPLICANT'S PROPERTY OR A WORKING
BARGE 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 SHALL
BE MECHANICALLY DRIVEN FROM THE WORKING BARGE. EACH BENT BEYOND MHW SHALL BE
0 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.
DICE #20-062
9 J
NO PART OF THIS DRAWING MAY BE USED BY
ANY PARTY WITHOUT THE EXPRESS WRITTEN
CONSENT OF SHOREFRONT CONSULTING AND
DOWN CAPE ENGINEERING, INC.
1
4/30/23
RAISE DOCK TO 6' CLEARANCE, MAKE PLATFORM 6' WIDE
MCB
NO.
DATE
REVISION
B1'
SHEET 7311E
PLAN SHOWING PROPOSED DOCK
AND FLOAT RECONSTRUCTION
PROJECT NO.
SC--227
AS SHOWN
00,,3: 4i1 /23
pmECT
AUNT EDITH'S ASSOCIATION, INC.
0 AUNT EDITH*S ROAD SOUTH YARMOUTH MA
DRawN 8Y MCB'
CHECKED 6Y DO
DMIMNO 140.
AUNT EDITH 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
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