HomeMy WebLinkAboutPlanI
!;.:·
// ..... / /.<· /;_.-II
I I
•
•• •I
I I I I
/
/ �"1I ro NLARE:':i I' /-
•
• • •
,;__·-·0/ • •{;j • fr
±
• • • •
•
• • •
••
,,...-�---r,,.·-----,,-----------• •
•
• •
• ' •••• • •• •
I
• • •
8"5'<NC "' L."'
f>IER/fLOA SYSTEM UC.#22 SE83-977
• j
'\..l 27{8007.51 E.·013880.55
/
/
AERIAL. SITE PLAN / /
/ j
/ /
/ X
/l<o
__ _....... __ L.----·-L____. ___ ,::_/__.__.,._/ ___ ,
-
SITE PLAN (EXISTING)
10 s n 10 20 40 I I ; I I I
1•-20
+32'± SALT MARSH
USE GRATING OVER MARSH23'± COASTAL BEACH -1-12'±
COASTAL + BEACH
LAND UNDER OCEAN
ORIGINAL 141'± DOCK; DECK ELEVATION 3.3'
I ' )
/
I
/
I I
LSCSF +
RAMP; TO BE
(REMOVED) +
I STRUCTURES EXTEND 142'+ BEYOND MHW -
00-
I � :,:
10 ::, -
.1: 5--3.1 '±'
Cl z z 0 0 I 0 -_J _J
iD iD V
I I 0+25
0 +00.00
-I
/
EXISTING DOCK TO BE RECONSTRUC TED ANO RAISED UP II
� 2.5 FEET; DECK HEIGH T TO BE 5.8' ::,
II II I II I II II II II II II II II I II ,1r 11 1, 1, II II
z C) 0 z
_J s " •••• • • • • • • • • • ••••••••• "' 0 z z C, I 0 0 0 z
_J I 0 I V -v -._J I -I w iD I-0+50 O+ 75 -1+00 I " z -12· TYP -0
_J
0
SECTION A-A ELEVATION DETAIL (PROPOSED) s 2·5 0 5 10
1 11•10
II II II
II II II
•• • • • • •• • ••••••••
I I
(') 1+25 (') z z 0 0
_J _J + + N N
-12 TYP -
20
I
II
II
? �/'_/ _// .. • • • • . .
I 7'±
I
•
• • • . _. •I·�• t,j ·.±·�. .::,
•• • • •
142' ±
TO NEAREST FLOAT
/
•
•• • • • •
• • •
• • • •
EXISTING Pl , RAMPS AND FLOATS; U ENSE #2256SE83-977· ENTIRE PIER TO
BE RECO STRUCTED IN PLACE; AISE UP 2.5 FEET.
SITE PLAN (PROPOSED)
1 r ! f 1r T T
1'•2.(7
I
FIXED --PLATFORM
�
II II
II II
�
-
/ ALL FLOAT ANCHOR PILES TO BE 30' LONG (TYP)
l--REPOS1T10NED 2.5'X1 o· RAMP
8'X20' FLOAT TO REMAIN; (O THER
�
FLOATS NOR TH AND SOUTH NOT -
SHOWN FOR CLARITY) � 1 MHW -,.a·-
-
-5
-••••••••• • • • • • • •••• .-, , , , , ..J___, , �L.W,,, 1,,1: ..-.....,. , , , -'± 3.2'+ O• ' •I
I I .
1+50 1+ 75 (') L') (') z z z "
0 0 0 z 2+00 _J 12' _J _J 0 _J ... MINIMUM ....+ 0 N N
PENETRATION
__l_ V
10
0
/
75' TO
NEAREST FLOAT ...._
/
i----4' DECK WIDTH-.-;
RECESSED DECKING
W/ 3/4" SPACING;
OVERLAP 1"
L[G[ND
MHW MEAN HIGH WATER
MlW MEAN LOW WATER
-2--ELEVATION CONTOUR
PROPERTY LINE
• • • • LIMIT OF WORK/ACCESS
2"x6" RAILING CAP
4"x4" POST BOLTED
THROUGH YOKES AND
JOISTS (TYP)
(4)3"x8"STRINGERS
r-W=:::=:;:;:==;:::;:::+�J.-1.--,..---3/4" THROUGH-BOLTS
(TYP) == ..
•
•
--i.-3"xa" YOKE; (2) TYP. •
3"x8" CROSS
BRACING, (TYP) ��7".,c.::f--t--*" THROUGH BOLT WITH
-DOCK WASHERS (TYP)
1 O" GREEN HEART PILE (INSTALL sun END DOWN, TYP)
�----f--t--t-lNSTALL SCREW ANCHOR ATEACH BENT BEYOND MHW TO PREVENT ICE UPLIFT
DOCK S[CTION 8-B [L[VA TION D[TAIL
.5 0 2 4
2"x6" RAILING
/CAP TYP B -•----.
�------< •f-"'-=:--------'
4"x4" POST--� 2"x4" RAILING
TYP
5/8" THROUGH
BOLT TYP
3"x8" YOKE;
(2)TYP.
5/4"x6" DECKING W/ *"
SPACING; OVERLAP 1" (TYP)
STRINGERS
�--�*" THROUGH BOLT WITH DOCK
WASHERS (TYP)
__.-3"x8" CROSS
BRACING, (TYP)
1 O" GREEN HEART OR FIBERGLASS PILES
(TYP) B ..
DOCK SECTION A-A £LEVA TION DETAIL
5 D 2 4
;
,./ I q. '
. .,. -.. 11
' •.... 9 f
KEY MAP
SURVEY NOTES:
RECORD 0\./NER, AUNT EDITH'S ROAD ASSOCIATION INC. 0 AUNT EDITH'S ROAD SOUTH YARMOU TH, MA 02664 ASSESSORS SAP 91, PARCEL 96
DEED BOOK 6529, PAGE 17 PLAN BOOK 184, PAGE 131
NO SCALE
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 B.A.RNSTABLE 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 25001C0587J EFFECTIVE DATE JULY 16, 2014 AS SHOWN ON THE FEMA ON-LINE DATA BASE
DATUM FOR ALL ELEVATIONS = NAVO 88 MEAN HIGH WATER � 1.8' NAVO 88 MEAN LOW WATER � -1. 1 NAVO 88
THE PROJECT IS NOT WITHIN AN NHESP BOUNDARY AND IS THEREFORE NOT SUBJET TO MESA REVIEW
TOTAL FLOAT SQUARE FOOTAGE PRE\.10USl Y APPROVED � 790 TOTAL FLOAT SQUARE FOOTAGE PROPOSED � 784
J 11=2.1
CONSTRUCTION NOTES:
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 . 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 DIRECTLYOVER THE APPLICANT'S PROPERTY AND FROM A WORKING BARGE.
3.THE WORK ACTIVITY SHALL OCCUPY A MINIMUM AREA TO ACCOMPLISH THE IN STALLATION OF THEPROPOSED WORK. EQUIPMENT AND MATERIALS HANDLING SHALL BE IN ACCORDANCE WITH THEWORK PROTOCOL SUBMITIED WITH THE NOTICE OF INTENT, THE RESULTING ORDER OF CONDITIONSAND 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.
5.MATERIALS AND EQUIPMENT SHALL BE STORED ON THE APPLICANT'S PROPERTY OR A WORKINGBARGE DURING TIMES OF HIGH TIDE AND WHEN NOT IN USE. WORKING BARGE TO BE ANCHORcDTO AVOID BOTIOMING 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 ANCHORED TO THE BOTIOM WITH A HELICAL OR MANTA STYLE ANCHOR FOR PROTECTION OF ICE UPLIFT.
7.ALL AREAS DISTIJRBED DURING CONSTRUCTION SHALL BE RETURNED TO THEIR PRE-CONST RUCTIONCONDITION. All WORK SHALL BE INSPECTED BY SHOREFRONT CONSULTING AND RECEIVE APPROVALBEFORE 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 CONTRAC TOR SHALL OBTAIN A COPY OF THE ORDER OF CONDITIONS ISSUED FOR THE PROJECTBY THE YARMOUTH CONSERVATION COMMISSION PRIOR TO THE START OF ANY WORK.
1 0. All HARDWARE SHALL BE GALVANIZED OR STAINLESS STEEL, UNLESS OTHERWISE APPROVED BY OWNER OR SHOREFRONT CONSULTING.
11.GR A TIN G SH ALL BE USED FOR DECKING OVER THE AREA OF SALT MARSH.
DCE #20-062
...
PLAN SHOWING PROPOSED DOCK
AND FLOAT RECONSTRUCTION
"'
""""' NO.
SC-227
sou AS SHO\\N -4/1/23
MCB AUNT EDITH'S ASSOCIATION, INC. """'"""""�"'---=o:=.,!o ...... ....
DOWN CAPE ENGINEERING
939 MAIN STREET YARMOUTHPORT, MA 02675
(508)362-4541
SHOREFRONT CONSUL TING
290 CENTI:R S1REET DENNIS PORT, MA, 02639
(508)280-8046
WWW.SHOREFRONTCONSULTING.COM
AUNT EDITH.DWG
C-1
J Of J """"