HomeMy WebLinkAbout Dock Plan REV 1 4-4-23CONSTRUCTION NOTES:
1. ELEVATIONS REFER TO NAVD88. CONTACT DOWN CAPE ENGINEERING FOR
ADDITIONAL ELEVATION INFORMATION AS NEEDED.
2. CONSTRUCTION ACCESS SHALL BE VIA THE ACCESS ROUTE SHOWN ON THE PLAN
AND DIRECTLY OVER THE APPLICANT'S PROPERTY.
3. THE WORK ACTIVITY SHALL OCCUPY A MINIMUM AREA TO ACCOMPLISH THE
INSTALLATION OF THE DOCK. THE DOCK CAN BE ASSEMBLED IN THE UPLAND AND
CARRIED IN SECTIONS TO THE WATERFRONT, WHERE ONLY HEIGHT ADJUSTMENTS
AND LEVELING ARE NECESSARY. ALL WORK SHALL COMPLY WITH THE RESULTING
ORDER OF CONDITIONS AND AS DIRECTED BY THE YARMOUTH CONSERVATION
AUTHORITIES.
4. 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.
5. THE ACCESS ROUTE AND WORK SITE SHALL BE CLEANED AND RESTORED TO
RESEMBLE THE PRE -CONSTRUCTION CONTOURS AND CONDITIONS.
6. 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.
7. THE DOCK SHALL BE STORED ON THE APPLICANT'S UPLAND AREA DURING THE
WINTER MONTHS, OUTSIDE OF THE BVW AND BANK.
20
0
PROPOSED LI( iT OF
WORK AND ACCESS
(A7
o
\� PROPOSED 4'x30SEASONAL DOCK
PROPOSED PUBLIC ACCES STEPS
I
STONE
PATIO � � '� `��.,�
OHW = EL. 6.0'
f
/ obs. wat r el.
11-10— = 7.1'
SITE PLAN CPROPOSED)
5 2.5 0 5 10 20
1 "=10'
PROPOSED (3) 4'x10'
FIXED SECTIONS
� PUBLIC ACCESS STEPS
DOCK SECTION A - A
5 2.5
0
5
10
20
1 "=10'
LAND UNDER GREAT POND
BEACHDOCK EXTENDS
' ��---
I• ' 28'f' BEYOND OHW
No I
(PIIFFFR 7()NF1 OBSERVED WATER LEVEL 7.1'
EX. LANDING AND STAIRS _I
r
0 25 50 75
SECTION A - A ELEVATION
5 2.5
0
5
10 20
1 "=10'
20
10
0
n"..c" ncnvir.ir
T
1
DOCK SECTION PLAN VIEW
SCALE: 1/4"=1'
2" 0 ALUM. SUPPORT POLES
2"x6" DECKING \
ALUMINUM FRAME (TYP)
12" WIDE GROUND
SUPPORTS (TYP)
DOCK SECTION ELEVATION
SCALE: 1/4"=1'
No 46502�
FSSIONAL EN
H of fftis �c
DANIEL yG\
A.
OJALA
No. 40980
��AOFF S S \ 0'
\�D SUR\Eti
-t
DATE DANIEL A. OJALA, P.E., P.L.S.
DCE #21-381
Itf50 Icehoase Rd. South
gar may>it , MA02564
Yarmodlh Town 1-#1
LOCUS MAP
NOT TO SCALE
i F-r_ Fw n
EDGE OF VEGETATION
_OHW ORDINARY/HISTORIC WATER LEVEL
—2 ELEVATION CONTOUR
PROPERTY LINE
M = 0 LIMIT OF WORK/ACCESS
TOP OF INLAND BANK
SURVEY NOTES:
1. RECORD OWNER(S):
ALAN J. AND JULIE T. SHAWCROSS
5809 WEST ROWEL ROAD, PHOENIX, AZ 85083
DEED BOOK 30330, PAGE 125
PLAN BOOK 118, PAGE 141
2. ELEVATIONS REFER TO NORTH AMERICAN
VERTICAL DATUM OF 1988 (NAVD 88).
3. PROPERTY IS SHOWN ON YARMOUTH
ASSESSORS MAP 59, PARCEL 136
4. PARCEL LIES WITHIN FEMA FLOOD ZONE X
(0.2 PCT ANNUAL CHANCE FLOOD HAZARD) AS
SHOWN ON COMMUNITY PANEL #25001 CO587J
DATED 7/16/2014.
5. DATUM FOR ALL ELEVATIONS = NAVD 88
ORDINARY HIGH WATER (OHW) = 6' NAVD 88
OBSERVED WATER LEVEL = 7.1' NAVD 88
6. SITE IS LOCATED WITHIN AQUIFER
PROTECTION DISTRICT.
7. THE PROJECT IS NOT WITHIN AN NHESP
BOUNDARY AND IS THEREFORE NOT SUBJECT
TO MESA REVIEW.
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
4/4/23
REMOVE BVW FROM PLAN, ADJUST RESOURCE AREAS
MCB
NO.
HATE
REVISION
BY
SHEET TITLE
PLAN SHOWING PROPOSED
SEASONAL DOCK
PROJECT NO.
SC-206
As SHOWN
DATE 10/19/22
PROJECT
ALA J. AND JULIE T. SHA WCROSS
60 ICEHOUSE 0 YARMOUTH. MA 21-381
DRAWN Eff MCB
CHECKED BY DO
DRAWING NO..
ISHAWCROSS.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.SHOREFRONTCONSULTING.COM
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