HomeMy WebLinkAboutApproved plan 12.5.2025PLAN VIEW
73'
EXIST. LANDSCAPE TIE
RETAINING WALL
(TO BE
LICENSED) EXIST. FIXED
PIER LIC. #3047
DECK EL. 3.0'
n
EXIST. ALONGSHORE
ACCESS STEPS
(BOTH SIDES, WITH
SIGNAGE)
I4F
508-362-4541
downcape.com
down cape engineering, iac.
civil engineers
land surveyors
939 Main Street (Rte 6A)
YARMOUTHPORT MA 02675
EXIST. 14'x 2.3'
RAMP
2.3
PROFILE VIEW
Scale:1 "=10'
0 5 10 15 20 25 FEET
RELOCATE
EXISTING PILE
(OR REMOVE &
ADD NEW 12"
PILING)
REPLACE OUTER 2
FLOATS WITH (1)
17.5'x 8' FLOAT
REMOVE EXIST,
PILING, ADD NEW
PILING FOR NEW
FLOAT ATTACHMENT
n
MHW EL. 2.5'
II
I I MLW EL. -1.1'
EXIST. 12'x 5'
FLOAT (RETAIN) EXIST. FLOATS (2)
(REPLACE WITH (1)
17.5'x 8' FLOAT)
-5.5.277 -�
A -5.142
l� -5.425
• -5.939 C711�/
_ -5.550 -5.124
-2 30
-5.923 LAND UNDER OCEAN5 .
194
S 149� .1 50 -5.936
ROPOSED 12" • -5.215
4.706 DIAMETER PILING FOR NEW
FLOAT ATTACHMENT " -5.969
35 . -5.714 ^
• -5.108 I \
• -4.834
• -4.683 • -4.413
-4.861
-4.852
• -4.876 • -4.9
-5.399 x -2.84
-5.410
-5.07
--D 17.5X 8' FLOAT -5.353
ACE 2 OUTER FLOATS �16 -5.335
19 •-5.372' -5.685 • -6.277
• -5.692
-5.720
" -4.69 -5.766 • -6.453
-5.721
5.962
-6.515
• -4.653 • -5.65
• -6.101
• -6.302 • -6.4
-5.704
• -4.598 • -6.481
1
,,,,,, • -5.605
- 4.989
-5.525
• -2.739 " -2.868
OF AfIq �ZN OF MgSS9C
DANIEL cti� �o� DANiELA.
A �� o OJALA
OJALA 0CiviL v)
q No.40980 o i�o.46S02
G/STER�O��`4
�gH�Ess�o�o� FSS�ONAL
SURGE
DATE DANIEL A. OJALA, P.E., P.L. .
elley'
Bay Rau e
Knob Hill
OU 6
Blu Old S a
o LOCUS
d. Er Pain
Oaring
0
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Ni
anS
.c
LOCUS MAP
SCALE 1 "=2000'f
ASSESSORS MAP 101 PARCEL 170
LOCUS IS WITHIN FEMA FLOOD ZONE AE (EL. 11)
AND ZONE X (AREA OF MINIMAL FLOOD HAZARD)
AS SHOWN ON COMMUNITY PANEL #25001 CO583J
DATED 7/16/2014
1x6"
DECK ELEV. 3.0'
MHW EL. 2.5'
3/4"0 H.D. GALV. ® 2X6 BRACES
THRU BOLT (TYP) EACH BAY
4' WIDE SECTION
PIER SECTION DETAIL
NTS
OWNER OF RECORD
JOURNEYS INVESTMENTS, LLC
142 HIGHLAND AVENUE
WINCHESTER, MA 01890
NOTCH 4X4
THRU BOLT TO
/ 2X6
2. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
DIGSAFE (811) AND VERIFYING THE LOCATION OF ALL
UNDERGROUND & OVERHEAD UTILITIES PRIOR TO
COMMENCEMENT OF WORK.
4. NON-CCA TREATED AND/OR NON -LEACHING TREATED MATERIALS REQUIRED
5. SALT MARSH DETERMINED BY BLH ENVIRONMENTAL
CONSULTING 12/12/24.
6. DISPLAY MIN. 6"X6" SIGN AT END OF PIER SHOWING
DEP PERMIT NUMBER AND STREET ADDRESS VISIBLE
7. FLOATS, RAMP AND KAYAKS/DINGHIES TO BE STORED ON UPLAND OR
CONTRACTORS YARD IN THE OFF-SEASON
8. ANY PIER LIGHTING SHALL BE MAX. 25 WATT AND DIRECTED DOWNWARD,
SHIELDED AND MAX. 2' ABOVE DECK
9. AT TIME OF NEXT MAINTENANCE, DECK SPACING SHALL BE 1"
10. ENTIRE SITE IS WITHIN RIVERFRONT RESOURCE AREA
11. AT TIME OF NEXT MAINTENANCE, CONSULT CONSERVATION
COMMISSION TO DETERMINE PERMITTING REQUIREMENTS
12. DISTANCE TO OPPOSITE SHORE GREATER THAN 350'
*13. AT THE REQUEST OF THE WATERWAYS COMMITTEE AND AS APPROVED
BY THE CONSERVATION COMMISSION, THE PROPOSED FLOAT SHALL BE
NO CLOSER TO THE CHANNEL THAN WHAT EXISTS
REFERENCES
CTF 235050 DOC.
1,495,936
LOT 17
LCP
28477-B
(CURRENT) CH 91
PIER LICENSE
#3047,
DOC.
559,672-1
%00.3 1 T E P L A N
SHOWING EXISTING LICENSED PIER WITH
PROPOSED FLOAT MODIFICATION
AND WALL AND PILINGS TO BE LICENSED
AT
JOURNEYS INVESTMENTS, LLC
SEPTEMBER 25, 2025
REV. 12/5/2025 (PER WATERWAYS & CONS. COMM)
Scale:1 "= 20'
0 10 20 30 40 50 FEET
SURVEY: NHO
DRAFTED BY: 520
CHECKED BY: DAO
PIER.DWG
21 4 346