HomeMy WebLinkAboutSite Plan rev 7.16.2026.v_
-� p CCESS
5 °t LOT 23 7
.. 8,520± SF
r
6 /
l00
��Lo, GERPRD ®R
{�,biAs {,�
pP'N®ls, E pR '� + o, E3 CAP RNs1aU_{ H, MA
/ 7 CAPE is� 02664 / SOUTH �' ,
YARMOU�H, MpAGE aT 2 z 02664
SOU -TVA 363g01 3 /
c9 / DEED gOO$1, p AGE 125''6
/ 1
N
I pL�+®�0/r� rjr�°/lrr BENCHMARK:
RONA�D W jf /,/ TOP OF TIMBER WALL
�UDVIGSENa �St-E DR / ELEV. = 5.3' (NAVD88)
11 CAPE
Y ARMOUTN,
iH
SOU 02664
LSCSF
EXISTING 4' WIDE PLAN
BUFFER TO BE 8' WIDE
10
EXISTING GRADE \ I
0 XCAVATkON
EXISTING BULKHEAD TO
BE REPLACED IN KIND;
SEE DETAILS
-1O
0+0 .DO
DICE #24-086
a�`'�...FCC CESS p,NG WORK
-��
(TO BE
ANGED TO 6'X32' AND PERMITTED)
LAND UNDER OCEAN
AND NO MORE THAN 10' ABOVE EXISTING SEAWARD GRADE
-EXISTING 8'xi3' LANDING WITH 2.5'x 13' RAMP (0 REMAIN)
EXISTING 6'x4O' FLOATS (TOBE CONVERTED TO `6'x32')
MHW = 1.1' I(FORCED)
1� •Rre�t............... . a.Z.O. 41 ............
I
1
E
- EXISTING GRADE
OU-J10.00 0+20.00 0+30.00 0+40.00 0+
BULKHEAD SECTION A -A
5 0 5 10 20
SCALE: 1 "=10'
2"x8"
s 0
2"x8" x
1v
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' O.C. (TYP) (ALTERNATE
WITH CAP THRU-BOLTS (TYP)
(2) 2" X 4" P.T. CAP
SUPPORTS; W/ J�" GALV.
BOLTS 0 3' O.C. (TYP)
SHOREGUARD CL 9900
SHEETING (TYP)
OPTIONS DETAILS
2 4
SCALE: 1 "=2'
m
l�J
7
0
c9
CA i
0
g F SE
%/ M M 00
FRO /
17T OM PS f ��
0
/ D AN SSE D R 000
GAPEwow-
A 02� /
RM 0U AGE 1
�HYA 0,� 3 f x
Sou �36 39 5 L0� z / 6
EED AGE 12 /
K 1B1, P N� x
AN g 0 0 _894,
. 9 4, OM M� �
F 0 SEA t
,0 / 3rJw x
H
P SRC woo i
sow
000
�' - �1
d WER D
� 1 � X• P A 1 0
T BE DECK 1
l o 1
m
5 G_
M�F A
W
-- o
1 1
1 _
r, �-A *,00'
a
0100� PLA ASE� x
�p,5, 1T0R8 WIDE 1
OFFER 5 �
BARD �R
-GELD, GE - �Q
GAP E
3 RM0
0-
BENCHMARK:
TOP OF TIMBER WALL
ELEV. = 5.3' (NAVD88)
_RK LIMIT
S AND WO
AGGE�
4.5x13WOOD PLATFORM,
3'x12' RAMP 8c 8'X20' FLOAT
F1-GP� PER LICENSE #1297
EX. 7.5'x13' WOOD PLATFORM, 2.5'x13' RAMP
(TO BE PERMITTED) & 6'x40' FLOATS (TO BE
) >
0� R
`DER CHANGED TO 6 X32 AND PERMITTED)
�
F�O� FRON(TIDAL)1EM P Rw �oNn
BA- �0 ERED bA� F��Q01
2� ONS�D P> SITE PLAN(PROPOSED)
\ 0 ` �\ �� 5 9 5 10 20
EBB
SCALE: 1 "=1 O'
_ 20' MINIMUM EMBEDMENT
SHALL DEVELOP 18K MIN.
PROPOSED CONT. P.T.
EXISTING GRADE 3" X 6" BACK WALE
EXCAVATE TO
FACILITATE
INSTALLATION
OF TIE BACK
NEW 1 1/2"0 CHANCE HELICAL SCREW ANCHOR
TYPE SS5 1X" 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
_H
CV
1"0 THREADED
ROD ADAPTER
1" DOCK WASHERS
EXISTING GRADE
SHALL BE 20', AND DEVELOP 18 KIPS MINIMUM PROPOSED SHOREGUARD CL 9900
ANCHOR FORCE PER ANCHOR VINYL SHEETING, 20 FEET LONG
BULKHEAD ELEVATION DETAILS
2�5 Q 2.5 5 10
SCALE: 1"=5'
8"X8"
ANCHOR 'WALE
2't
" X 6" BACK WALE
PROPOSED SHOREGUARD
VL J.7VV YIIY IL JI ILL If1Y V,
20' LONG MINIMUM
PROPOSED -" THRU-BOLTS;
2' O.C. (TYP)
PROPOSED CHANCE HELICAL
ANCHORS; 6' SPACING, (TY1
6'f
BULKHEAD PLAN VIEW DETAIL
2.5 0 2.5 5 10
SCALE: 1"=5'
7 11
LEGEND
MHW MEAN HIGH WATER
MLW MEAN LOW WATER
2 ELEVATION CONTOUR
■ ■ LIMIT OF WORK/ACCESS
TOTAL LOT SIZE = 8.520+/- SQ. FT. RECORD PLAN)
RESOURCE AREA TABLE
AREA WITHIN THE 100' BUFFER = 8 520t SQ FT
LAND SUBJECT TO COASTAL STORM FLOWAGE
EXISTING 8,520f SQ. FT.
PROPOSED = NO CHANGE
STRUCTURES WITHIN THE 0'-35' BUFFER
EXISTING =86.5± LINEAR/CUBIC FEET OF BULKHEAD (NO RETURNS)
EXISTING DWELLING AND DECKS = 770t SQ. FT.
QQ 312 SQUARE FEET OF U RMITTED PATIO AND WALKWAY TO BE
2 1 REMOVED
STRUCTURES WITHIN THE 35'-50' QUEFER
EXISTING = 1,042i SO. FT.
PROPOSED = NO CHANGE
STRUCTURES WITHIN THE 50'-100' BUFFER
EXISTING = 1,223t SQ. 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
3 FAILING TIMBER BULKHEAD. THE NEW BULKHEAD SHALL HAVE 12-FOOT RETURNS. 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 PLANTED BUFFER SHALL BE INCREASED TO 8 FEET AS PREVIOUSLY REQUIRED. REFER TO PLANTING PLAN
SUBMITTED BY LYNNE HAMLYN CONSULTING FOR PLANT LIST. THE BUFFER STRIP SHALL BE INSTALLED AFTER THE BULKHEAD
RECONSTRUCTION IS COMPLETE.
17. THE UNPERMITTED STONE PATIO AND WALKWAY SHALL BE REMOVED IMMEDIATELY AND SHALL BE RESTORED TO LAWN OR NATIVE PLANTINGS
AT THE OWNER'S OPTION.
KEY MAP
SCALE 1 "=2000't
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❑ CDC)
2) SE83-548 (1985) FOR BULKHEAD, LANDING,
RAMP, AND FLOAT
4) CDC FOR SE83-548 (1995)
5) DEQE LICENSE 1297 (19851 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.
OF Mgss9 4'CH OF,yyss-9
DANIEL oyGN°a DANIELq, cs�N
o A. OJALA
OJALA CIVIL
q No.40980 �N0.46502
P SSNO G'cF�GISTERti���4.
SURVEY S�ONAL LNG
J
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.
3
7/16/26
correct notes 2 (remove applicant), and 17 (remove 2nd sentence)
MCB
2
6/9/26
remove patio and wakway, change buffer to 8', refer to planting plan
MCB
1
5/13/26
add unpermitted patio and walkway, dimension, correct note 16
MCB
NO.
DATE
RE WON
By
SHEET Tru
PLAN SHOWING PROPOSED
BULKHEAD RECONSTRUCTION
PROlECr NO.
SC-262
scn AS SHOWN
DATE 11/8/25
PRWECT
THOMAS DANDIS
7 CAPE ISLES DRIVE SOUTH YARMOUTH, MA
DRAWN By MCB
`�"�Dex 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.TING.COM
1OF $HEM