HomeMy WebLinkAbout83-2062 - Bulkhead Reconstruction - ApprovedN
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PARKERS
S RIVER
(nDAL)
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EX. BULKHEAD
SE83-68
DEQE LIC #235
EXISTING 127'±
UMBER BULKHEAD;
RECONSTRUCT IN
SAME FOOTPRINT/ /
CONSTRUCTION NOTES: N
MAP 25, PARCEL 23 1. ELEVATIONS REFER TO NAVD88. CONTACT SHOREFRONT CONSULTING FOR ADDITIONAL m
N ELEVATION INFORMATION AS NEEDED. E Z
WARREN J. & C! ARE R. AZZARA MAP 25, PARCEL 22 E Z
1 LATi1N DR. DEAN J. N� 2. SCOPE OF WORK CONSISTS OF CONSTUCTING A NEW VINYL BULKHEAD IN THE SAME FOOTPRINT C\D
/ 7 FIELDSTONE DR. OF THE EXISTING BULKHEAD. AT THE SAME ELEVATION OF 6.4' NAVD88. THE NEW BULKHEAD SHALL S \ N G
/ YNKERS, NY 10705-2520 MICKEY q� HAVE 15 -FOOT RETURNS OR AS APPROVED BY APPLICANT. THE EXISTING TIMBER LANDING ANDDtl
SHREWSBURY, I DECKING SHALL BE TEMPORARILY REMOVED AND REPLACED. THE EXISTING PILES CAN REMAIN TO PROVIDE FALSE -4 m
RIVERFRO T / / // MA-- 01?45 WORK FOR THE NEW SHEETING. �
TRELVSHRUB
ARE N85'39'10"VJ 3. CONSTRUCTION ACCESS SHALL BE FROM THE APPLICANT'S PROPERTY AND FROM A WORKING BARGE. EQUIPMENT
"'� uw -- SHALL BE STORED ON THE APPLICANTS PROPERTY OR THE WORKING BARGE WHEN NOT IN USE. WORKING BARGE LN
110.00' TO BE ANCHORED TO AVOID BOTTOMING OUT DURING PERIODS OF LOW TIDE. Z fl E
VJgLK ' 4. THE WORK ACTIVITY SHALL OCCUPY A MINIMUM AREA TO ACCOMPLISH THE INSTALLATION OF THE BULKHEAD. n L
EQUIPMENT AND MATERIALS HANDLING SHALL BE IN ACCORDANCE WITH THE WORK PROTOCOL SUBMITTED WITH THE SWORD x
/ ' I NOTICE OF INTENT, THE RESULTING ORDER OF CONDITIONS AND AS DIRECTED BY THE YARMOUTH CONSERVATION DR
r I AUTHORITIES.((��I FISH O N
1 J I�� r / f 5. ALL WORK SHALL BE ACCOMPLISHED FROM A WORKING BARGE AS MUCH AS PRACTICAL THE SHEET PILING MAY BE LO "U
DF/CRJJ , I DRIVEN BY A SMALL EXCAVATOR ON THE LANDWARD SIDE OF THE BULKHEAD. THE REMAINDER OF WORK SHALL BE L�
1� �6 i ACCOMPLISHED BY HAND. AT NO TIME SHALL THE WORKING BARGE COME IN CONTACT WITH THE BOTTOM. lS
?', MAP 25, PARCEL 21 CAPE
DECK #8 SAILING WINDS LLC 6. VINYL SHEETING SHALL BE SHOREGUARD SG -825, WITH 18 -FOOT LONG SHEETS, AND SHALL BE DRIVEN TO THE DR
P. 0. BOX 612 FULL DEPTH NTH MINIMUM CUTTOFF. IF DESIGN EMBEDMENT CAN NOT BE REACHED, SHOREFRONT CONSULTING
I II I 44'OOQ ; WARREN, MA 01083 SHALL BE CONTACTED BEFORE PROCEEDING.
D e�K o o w
/ .7. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RETURNED TO THEIR PRE -CONSTRUCTION CONDITION. ALL YARMOUTH, MA KEY MAP
o } WORK SHALL BE INSPECTED BY SHOREFRONT CONSULTING AND RECEIVE APPROVAL BEFORE REMOVING EQUIPMENT
/ Q DECK o '0 I FROM THE SITE. 1" = 800'
6 S21'S4'20"VJ N B. THE ACCESS ROUTE AND WORK SITE SHALL BE CLEANED AND RESTORED TO RESEMBLE THE PRE -CONSTRUCTION
WALK o CONTOURS AND CONDITIONS.
\ 115.38' (TIE -LINE) z
9. THE CONTRACTOR SHALL OBTAIN A COPY OF THE ORDER OF CONDITIONS ISSUED FOR THE PROJECT BY THE
�-,FIRE ��/ w ' YARMOUTH CONSERVATION COMMISSION PRIOR TO THE START OF ANY WORK.
�i���" TREATED. ALL
10 OANY TIMBER R STAINLESS STIN THE WATER SHALL NOT BE CCA EEL. PRESSURECONSULTING.HARDWARE SHALL BE GALVANIZED
EL UNLESS OTHERWISE APPROVED BY OWNER OR SHOREFRONT
�c / 11. ANY DEBRIS OR MATERIAL THAT ENTERS THE WATER DURING CONSTRUCTION SHALL BE REMOVED IMMEDIATELY.
00
^OI 12. THE EXISTING ANCHORS SHALL BE INSPECTED, PULL TESTED, EVALUATED AND RE -USED WHERE POSSIBLE. NEW TIE
\) h 1, q CB I ROD SECTIONS SHALL BE WELDED ONTO THE EXISTING USABLE SECTIONS AND WRAPPED OR COVERED WITH A
I, FLAG �/ 74 05, �' `I (HE PROTECTIVE COATING TO PREVENT CORROSION.
°l 0p' I 585'39'10"E 13. REFER TO STRUCTURAL PLANS PROVIDED BY TRANSITION ENGINEERING, INCORPORATED.
ELEC. _y
2'±
M TR
CB/DSI
1 1 I I S,
/ 1 r � / f 1
(2) 3" X 10' P.T. CAP;
W/ 3z' GALV. BOLTS
0 3' O.C. (TYP)
X' GALV. LAG BOLTS
0 3' O.C. (TYP) (ALTERNATE
WITH CAP THRU-BOLTS (TYP)
(2) 3' X 6' P.T. CAP
SUPPORTS; W/ )z' GALV.
BOLTS 0 3' O.C. (TYP)
SHOREGUARD SG 825
SHEETING (TYP)
BULKHEAD CAP DETAIL
Q 1 7r 4
SCALE: 1"=2'
UP-
m
m
z
n
IT
5, RCEL 20 I 8" X 8" n GREENHEART M ANCHOR WALE
"/ t L P LANE OR WB -6 ALUMINUM WALE (OPTIONAL)
JACQUELINE HU S
C/0 J. HUGHAEAS TR BL N RL ----(PUBLIC - 40' WIDE)
145 ISLACl
ND ST.
STOUGHTN, MA 0 ,? ;"
SITE PLAN (PROPOSED)
10 5Q 1D 20 40
SCALE: 1"=20'
ARTIFlCAL TOP OF \
COASTAL BANK \it
LAND UNDER OCEAN
LSCSF
H: 1"=1' SIG IIUIV A—A (LLL VH IlUlVJ
SCALE 1'=10'
2' X 6' 11 BACK WALE 11
PROPOSED SHOREGUARD
SG 825 VINYL SHEETING,
18' LONG MIN.
PROPOSED Y44' THRU-BOLTS;
2' O.C. (TYP)
PROPOSED CHANCE HELICAL
ANCHORS; 6' SPACING, (TYF
6' MAX. (USE EXISTING DEADMAN PREFERRED)
BULKHEAD PLAN VIEW DETAIL
Q ? 4
SCALE: 1'=2'
TOP OF WALL, EL 6.4' NAVD88.
MAXIMUM UNBALANCED FILL= 12 FEET TO MUDUNE
20' MINIMUM EMBEDMENT
SHALL DEVELOP 18K MIN.
EXISTING GRADE PROPOSED CONT. P.T.
2' X 6' BACK WALE
EXCAVATE TO
FACILITATE
INSTALLATION
OF TIE BACK
NEW 1 1/2'0 CHANCE HELICAL SCREW ANCHOR
TYPE SS5 1)¢' X 5' WITH 8' & 10" FLIGHTS
0 6'-0' O.C. MINIMUM ANCHOR PENETRATION
SHALL BE 20', AND DEVELOP 18 KIPS MINIMUM
ANCHOR FORCE PER ANCHOR
BULKHEAD ELEVATION DETAIL
PROPOSED TIMBER CAP;
SEE DETAIL (AW -1500
ALUMINUM CAP OPTIONAL)
PROPOSED CONT.
/GREENHEART 8' X 8'
ANCHOR WALE (WB -6
ALUMINUM WALE OPTIONAL)
-1" DOCK WASHERS
1'0 THREADED
ROD ADAPTER
EXISTING GRADE
v� \ PROPOSED SHOREGUARD
SG 825 VINYL SHEETING,
18 FEET LONG MIN.
25 Q 2510
SCALE: 1'=5'
NOT FOR STRUCTURAL
SURVEY NOTES:
LEGEND
MIS' MEAN HIGH WATER
MLw MEAN LOW WATER
—2— ELEVATION CONTOUR
PROPERTY LINE
1. RECORD OWNER:
SAILING WINDS LLC
P.O. BOX 612
WARREN, MA. 01083
DEED BOOK 27995 PG. 298
PLAN BOOK 181 PG. 125
2. PROPERTY IS SHOWN N ASSESSORS MAP 25, PARCEL 21, AND
APPEARS TO UE WITHIN THE RESIDENTIAL 25 DISTRICT PER THE TOWN
OF YARMOUTH ZONING MAP.
3. PROPERTY LINES SHOWN WERE DERIVED FROM AN ON THE GROUND
SURVEY CONDUCTED DECEMBER 2015, LINES OF OCCUPATION, AND
FOUND MONUMENTATION.
4. ORIGIN OF BEARINGS IS PLAN BOOK 181 PAGE 125, RECORDED AT
THE BARNSTABLE COUNTY REGISTRY OF DEEDS.
S. ORIGIN OF ELEVATIONS ARE BASED ON FIRM MARK RM 27
ELEVATION 7.48' NGVD, CONVERTED TO NAVD 88.
6. PARCEL APPEARS TO LIE WITHIN THE AE (EL=11') AND AE
(EL.=12') FLOOD ZONES PER FIRM MAP 25001 PANEL 88 OF 875, LAST
REVISED JULY 16, 2014 AS SHOWN ON THE FEMA WEBSITE.
7. EXISTING CONDITIONS SHOWN HEREON WERE COMPILED FROM AN ON
THE GROUND SURVEY CONDUCTED IN DECEMBER, 2015 AND JANUARY
2016, 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. NONE OF THE PROPOSED WORK ARE LOCATED "THIN A NHESP
BOUNDARY AND THEREFORE WILL NOT BE SUBJECT TO MESA REVIEW.
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1 4/3/16 !', REVISED- RECONSTRUCT IN SAME FOOTPRINT
MCB
air ME
PFA= ■O.
PLAN SHOWING PROPOSED
SC -69
BULKHEAD RECONSTRUCTION
As SHOWN
�
4/17/16
vnaw
Dnp W
MCB
SAILING WINDS LLC
D"OC� W EG
8 KELP LANE YARMOUTH, MA.
Ow m na
KELP LANE.DWG
SHOREFRONT CONSULTING
C-'�
290 CENTER STREET
DENNISPORT, MA. 02639
(508) 280-8046
WWW,SHOREFRONTCONSULTING.COM
OF! "EM
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