HomeMy WebLinkAboutBulkhead Site Plan 11.8.2025;3�f.�0 LiMti '
WORK
LOT 23 7
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SOU T BOOK 36390, 125, LOT 23 / 6
®E8o®K 181, P AG ��//
PLAN /f �
RON ALD W 1 /
LUpvIGSEN, ISLE DR %
Al CAPE ®UTH,
SOUTH Y ARM
SOU 02664
-1-V 5 `V_
LSCSF
EXISTING 4' WIDE GRAVEL
BUFFS TO REMAIN
10
EXISTING GRADE
10
EXISTING BULKHEAD TO
BE REPLACED IN KIND;
SEE DETAILS
-10
0+00.00
BICE #24-086
LAND UNDER OCEAN
TOP OF WALL SHALL BE 5.3' (TO MATCH EXISTING),
AND NO MORE THAN 10' ABOVE EXISTING SEAWARD GRADE
,,,,,-EXISTING 8'x13' LANDING WITH 2.5'x 13' RAMP (TO REMAIN)
EXISII% 6'x40' FLOATS (TO BE CONVERTED TO 6'x32')
MHVV = 1.1' =.(FORCED)
}o-•mm...............We.:.:1..Sf.R5� ...........
I
EXISTING GRADE I
0E1J10.00 0+20.00 0+30.00 0+40.00 0+
BULKHEAD SECTION A --A
5 0 5 10 20
SCALE: 1 "=10'
2"x8'
00
2"x8" "
N N
2'x8'
CAP TOP VIEW CAP TOP VIEW
(ALTERNATE)
BULKHEAD CAP
1 0 5
(2) 2" X 8" P.T. CAP;
W/ } ' GALV. BOLTS
�0 3' O.C. (TYP)
)¢" GALV. LAG BOLTS
0 3' D.C. (TYP) (ALTERNATE
�I WITH CAP THRU-BOLTS (TYP)
(2)2'X4"P.T.CAP
SUPPORTS; W/ Y2" GALV.
BOLTS 0 3' O.C. (TYP)
SHOREGUARD CL 9900
SHEETING (TYP)
OPTIONS DETAILS
2 4
SCALE: 1 "=2'
GERARO TR
F,:5 c APE ISLE DR
M
YA'MOU A
TH
SOU 02664
BENCHMARK:
TOP OF - WALL
D8
AN® L1M�T
W°RK
TOTAL
AREA WI
LAND SL
EXISTING
PROPOSI
STRUCTL
O
EXISTING
(NO RET
EXISTING'
PROPOSE
PROPOSI
DESCRET
TS CT i
EXISTING
NO CHAT
ST
EXISTING
PROPOSI
I
OFF / 1
8
°oMAS
N015� GEM A 6�`4 •
M� N/
r
oA SLE QR •0000 6
OGAPEU-�� O2/%GE
SOOT°A'25'LOT 3 6
Q
' 0� 181�0I FROMPEA 8.9 ,o
P ORCH woo i0o
000
E X I G
� WER 1 DECK �
EX. LOPvt ANTING
10 DECK 1 -- AREAS
5
3
�N
AR0 TR
�D � GER R
FEE IS�-E D
3 CApE
P,R
SOOT° °°
02664
BENCHMARK:
TOP OF TIMBER WALL
ELEV. = 5.3' (NAVD88)
ND WO
LESS A
x
4.5x13' WOOD PLATFORM,
-� 3 x12 RAMP 8c 8 X20 FLOAT
PER LICENSE #1297
EX. 7.5'x13' WOOD PLATFORM, 2.5'x13RAMP
(TO BE PERMITTED) 8c 6'x40' FLOATS (TO BE
ER CHANGED TO 6'X32' AND PERMITTED)
F Rid
0w ° �N oNA
M�� oN (TIE)AL)
� ° RED LAG ° F�L 0 O D SI TE PLAN PROPOSED
2�8 �1S�D� �
C O\ V RE P� 5 0 5 10 20
�No P E B g SCALE: 1" =1 Q
10 20' MINIMUM EMBEDMENT
SHALL DEVELOP 18K MIN.
PROPOSED CONT. P.T.
EXISTING GRADE 3" X 6" BACK WALE
0
' EXCAVATE TO
FACILITATE
INSTALLATION
OF TIE BACK
-10
NEW 1 1/2"0 CHANCE HELICAL SCREW ANCHOR
TYPE SS5 1V X 5' WITH 8" & 10" and 12' FLIGHTS
0 7'-0" O.C. MINIMUM ANCHOR PENETRATION
TOP OF WALL SHALL BE 7.8' (TO MATCH EXISTING),
AND NO MORE THAN 10' ABOVE EXISTING GRADE
/ PROPOSED CAP; SEE DETAIL
/PROPOSED CONT. GREENHEART
/ 8"x8" ANCHOR WALE
1" DOCK WASHERS
1"0 THREADED
ROD ADAPTER
EXISTING GRADE-�
SHALL BE 20% AND DEVELOP 18 KIPS MINIMUM w PROPOSED SHOREGUARD CL 9900
ANCHOR FORCE PER ANCHOR VINYL SHEETING, 20 FEET LONG
BULKHEAD ELEVATION DETAILS
2e5 Q 2.5 5 10
EMMEMIIIIIIIIIIIII
SCALE: 1"=5'
8"X8"
ANCHOR WALE 2'f
rr-
3" X 6"
BACK WALE
a
PROPOSED SHOREGUARD
�
\ LL UUVV VIIV IL Jn LL HMO,
\\\ 20' LONG MINIMUM
PROPOSED -" THRU-BOLTS;
2' O.C. (TYP)
PROPOSED CHANCE HELICAL
ANCHORS; 6' SPACING, (TYF
6' ±
BULKHEAD PLAN VIEW DETAIL
2.5 0 2.5 5 10
SCALE: 1 "= 5'
LEGf ND
MHW MEAN HIGH WATER
MLW MEAN LOW WATER
2 ELEVATION CONTOUR
W i ■ M LIMIT OF WORK/ACCESS
RESOURCE AREA TABLE
TOTAL LOT SIZE = 8 520±/- SO FT (RECORD PLAN)
AREA WITHIN THE 100' BUFFER = 8.520t SQ. FT.
LAND SUBJECT TO COASTAL STQRM FLOWAGE
EXISTING 8,520t SQ. FT.
PROPOSED = NO CHANGE
STRUCTURES WITHIN THE 0'-35' BUFFER
EXISTING =86.5i LINEAR/CUBIC FEET OF BULKHEAD (NO
RETURNS)
EXISTING DWELLING AND DECKS = 770E SQ. FT.
PROPOSED =202 SQ. FT. (PATIO)
PROPOSED MITIGATION IS AT THE COMMISSION'S
DESCRETION.
STRUCTURES WITHIN THE 35'-50' BUFFER
EXISTING = 1,042t SQ. FT.
NO CHANGE PROPOSED
STRUCTURES WITHIN THE 50'-100' BUFFER
EXISTING = 1,223t SO. FT.
PROPOSED = NO CHANGE
CONSTRUCTION NOTES:
1. ELEVATIONS REFER TO NAVD88. CONTACT SHOREFRONT CONSULTING FOR ADDITIONAL ELEVATION INFORMATION AS NEEDED.
2. SCOPE OF WORK CONSISTS OF CONSTUCTING A NEW VINYL BULKHEAD IN THE SAME FOOTPRINT AND AT THE SAME ELEVATION AS THE
FAILING TIMBER BULKHEAD. THE NEW BULKHEAD SHALL HAVE 12-FOOT RETURNS OR AS APPROVED BY APPLICANT. THE EXISTING TIMBER
LANDING SHALL BE TEMPORARILY REMOVED AND REPLACED. THE EXISTING 6'x4O' FLOATS DO NOT CONFORM TO THE EXISTING PERMIT OR
LICENSE. THEY WILL BE CONVERTED TO 6'x33' (5'x4O') TO PER PERMITTED AND LICENSED. THE EXISTING DEQE LICENSE FOR THE BULKHEAD
REMAINS.
3. CONSTRUCTION ACCESS SHALL BE FROM THE APPLICANT'S PROPERTY AND FROM A WORKING BARGE. EQUIPMENT SHALL BE STORED ON THE
APPLICANT'S PROPERTY OR THE WORKING BARGE WHEN NOT IN USE. WORKING BARGE TO BE ANCHORED TO AVOID BOTTOMING OUT DURING
PERIODS OF LOW TIDE.
4. THE WORK ACTIVITY SHALL OCCUPY A MINIMUM AREA TO ACCOMPLISH THE INSTALLATION OF THE BULKHEAD. 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.
5. ALL WORK SHALL BE ACCOMPLISHED FROM THE UPLAND OR A WORKING BARGE AS MUCH AS PRACTICAL. THE SHEET PILING MAY BE DRIVEN
BY A SMALL EXCAVATOR ON THE LANDWARD SIDE OF THE BULKHEAD, AT NO TIME SHALL THE WORKING BARGE COME IN CONTACT WITH THE
BOTTOM.
6. VINYL SHEETING SHALL BE SHOREGUARD CL-9900, OR EQUAL, WITH A MINIMUM SECTION MODULUS OF 20. SHEETING SHALL BE 20-FOOT
LONG SHEETS, AND SHALL BE DRIVEN TO THE FULL DEPTH WITH MINIMUM CUTOFF. IF DESIGN EMBEDMENT CAN NOT BE REACHED,
SHOREFRONT CONSULTING SHALL BE CONTACTED BEFORE PROCEEDING.
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 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. ANY TIMBER USED IN THE WATER SHALL NOT BE CCA PRESSURE TREATED. ALL HARDWARE SHALL BE GALVANIZED OR STAINLESS STEEL,
UNLESS OTHERWISE APPROVED BY OWNER OR SHOREFRONT CONSULTING.
11. ANY DEBRIS OR MATERIAL THAT ENTERS THE WATER DURING CONSTRUCTION SHALL BE REMOVED IMMEDIATELY.
12. THE EXISTING ANCHORS SHALL BE INSPECTED, PULL TESTED, EVALUATED AND RE -USED WHERE POSSIBLE. NEW TIE ROD SECTIONS SHALL BE
WELDED ONTO THE EXISTING USABLE SECTIONS AND WRAPPED OR COVERED WITH A PROTECTIVE COATING TO PREVENT CORROSION. NEW
ANCHORS MAY BE INSTALLED AT THE DESCRETION OF SHOREFRONT CONSULTING AND THE PROPERTY OWNER.
13. REFER TO STRUCTURAL DRAWING ENTITLED "PLAN SHOWING 10' ENGINEERED VINYL BULKHEAD", BY SHOREFRONT CONSULTING, AND STAMPED
BY MARK MCKENZIE, P.E., DATED 12/12/12 FOR BULKHEAD DETAILS. THE CL9900 SHEETING SHALL BE UTILIZED TO REPLACE THE CL9000
MATERIAL WHICH IS NO LONGER AVAILABLE. THE CL9900 HAS A SECTION MODULUS OF 20 WHERE THE CL9000 HAD A SECTION MODULUS OF
16.4; THEREFORE, THE CL9900 IS A SUITABLE REPLACEMENT AND SHALL BE USED. ANCHOR SPACING SHALL BE DECREASED FROM 7-FEET
ON CENTER TO 6-FEET ON CENTER, AND THE 6"X8" ANCHOR WALE SHALL BE INCREASED TO 8"X8". THE BACK WALE IS ALSO INCREASED
FROM 2"X6" TO 3"X6" AT THE APPLICANT'S OPTION.
14. THE BULKHEAD SHALL BE REPLACED IN SECTIONS. ANY AREAS OPEN TO THE WATER SHALL BE PROTECTED WITH A SILT CURTAIN.
15. THE BULKHEAD CAP MATERIAL CAN BE P.T. OR P.T. AND FACED WITH AZEK AT THE APPLICANT'S OPTION.
16. THE EXISTING 4-FOOT WIDE GRAVEL BUFFER SHALL BE MAINTAINED BEHIND THE BULKHEAD. NO PLANTINGS ARE PROPOSED IN THIS AREA
BECAUSE IT IS WELL BELOW THE FLOOD ZONE, AND PLANTS WILL NOT SURVIVE FLOODING.
KEY MAP
SCALE 1"=2000'f
SURVEY NOTES:
RECORD OWNER: TH❑MAS DANDIS
7 CAPE ISLES DRIVE
SOUTH YARMOUTH, MA 02664
ASSESSORS MAP 19, PARCEL 80
DEED BOOK 36390, PAGE 11
PERMIT REFERENCES;
1) SE83-201 (1979) FOR SITE & SEPTIC (N❑ C❑C)
2) SE83-548 (1985) FOR BULKHEAD, LANDING,
RAMP, AND FLOAT
4) C❑C FOR SE83-548 (1995)
5) DEQE LICENSE 1297 (1985; NO EXPIRATI❑N
DATE)
PROPERTY LIES WITHIN RESIDENTIAL ZONE R40.
PROPERTY LINES DEPICTED HEREON ARE BASED ON A
FIELD SURVEY BY DOWN CAPE ENGINEERING IN JULY 2024
AND COMPILED FROM PLANS ON RECORD RECORDED IN
THE BARNSTABLE COUNTY REGISTRY OF DEEDS.
PARCEL IS WITHIN FLOOD ZONES AE (EL. 11') PER
FIRM PANEL #588 OF 875, COMMUNITY MAP NUMBER
25001CO588J EFFECTIVE DATE JULY 16, 2014 AS
SHOWN ON THE FEMA ON-LINE DATA BASE.
DATUM FOR ALL ELEVATIONS = NAVD 88
MEAN HIGH WATER = 1.1' NAVD 88
MEAN LOW WATER = -1.8' NAVD 88
THE PROJECT IS NOT WITHIN AN NHESP BOUNDARY
AND IS THEREFORE NOT SUBJET TO MESA REVIEW.
N OF 4fq g . ZH OF 41
4
8
S9
DANIEL cyG� ° DANIEL.A. cy�„
o A m; OJAI_A
OJA.LA " CIVIL
�No.40980P �No. 46502
0
-ESS\0 FG/STE'?"` �
�N SURVE�sS/ONAL ENS\,
I
DATE DANIEL A. OJALA, P.E., P.L.S.
NOT FOR STRUCTURAL
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.
DATE
REVISION
BY
SHEET TITLE
PLAN SHOWING PROPOSE
BULKHEAD RECONSTRUCTION
PRQIECT NO.
SC-262
DAE AS SHOWN
11 /8/25
PROJECT
TH O M A S DANDIS
7 CAPE ISLES DRIVE SOUTH YARMOUTH, MA
DRAWN BY MCB
CHECKED BY DO
DRAWING NO.
DANDIS.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.SHOREFRONTCONSUL-nNG.COM
Oe 1HEETS