HomeMy WebLinkAbout20-413 Zona Shorefront Modifications Plan rev 3-13-2410
❑•
-10
REMOVE CONCRETE CAP AND
REPLACE WITH STONES TO
MATCH EXISTING HEIGHT
PLACE FILTER FABRIC ON
LANDWARD SIDE OF GROIN
UPLAND OF BEACH AREA
�-� TOP OF STONES (VARIES
FROM EL.3'f TO EL. -3'f
MHW = 1.5'
EXISTING GRADE "
SECTION B-B PROFILE
2.5 1.25 0 2.5 5 10
SCALE 1"=5'
LSCSF COASTAL BEACH ► LAND UNDER OCEAN
TOP OF COASTAL BANK
REMOVE ENTIRE CONCRETE WALL AND FRONTING
REMOVE FENCE STONE; REGRADE LANDWARD TO PROVIDE 10:1
/ BEACH SLOPE ANGLE
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PROPOSED SACRIFICIAL / ' . ;.•Y
BANK AREA - 453f
SQ. FT. Z ,
tx ._._.._ __-- x _
TAfr'�'
W W
S AND
PROPOSED CUT
LIMIT OF WORK AREA = 898t SQ.
FT.
MARSH ~ -�
nd
CONSTRUCTION NOTES:
1. ELEVATIONS REFER TO NAVD 88. CONTACT DOWN CAPE ENGINEERING FOR ADDITIONAL ELEVATION INFORMATION AS NEEDED.
REMOVE CONCRETE
CAP AND REPLACE
WITH STONE
INSTALL TRIGGER
y •
A
�t
•
REMOVE
CONCRETE WALL
A,
Y,.
STONE
I'
r
Rat
REMOVE CONCRETE
CAP AND REPLACE
/ WITH STONE
SI TEP_LAN - EXISTING AND PROPOSED
10 5 0 10 20 30
1 "=20'
2. CONSTRUCTION ACCESS SHALL BE VIA DIRECTLY OVER THE APPLICANT'S PROPERTY.
3. THE PROPOSED SCOPE OF WORK IS TO REMOVE TWO CONCRETE CAPS ON THE EXISTING GROINS, AND REPLACE WITH STONE TO MATCH EXISTING HEIGHTS, REMOVE THE ENTIRE FRONTING
CONCRETE AND STONE WALL AND ROCKS. REGRADE WALL SLOPE LANDWARD AND NOURISH BEACH AREA TO PROVIDE A 10:1 BEACH SLOPE ANGLE. USE REMOVED STONE TO REPLACE THE
CONCRETE CAP ON THE EXISTING GROINS. REPAIR ANY EXISTING INCONTINUITIES OR VOIDS IN THE EXISTING GROINS. PLACE FILTER FABRIC ON THE LANDWARD SIDE OF THE GROINS
UPLAND OF THE BEACH TO PREVENT EROSION NORTH AND SOUTH OF THE SITE. PPOVIDE A SACRIFICIAL SAND AREA TO EXTEND COASTAL BANK LANDWARD OF REMOVED SEAWALL.
4. THE WORK ACTIVITY SHALL OCCUPY A MINIMUM AREA TO ACCOMPLISH THE PROPOSED WORK. 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. ANY EXCESS STONE AND ANY EXCAVATEED SOIL THAT IS UNSUITABLE FOR NOURISHMENT SHALL BE REMOVED FROM THE SITE.
6. 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.
7. THE ACCESS ROUTE AND WORK SITE SHALL BE CLEANED AND RESTORED TO RESEMBLE THE PRE -CONSTRUCTION CONTOURS AND CONDITIONS.
8. 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.
9. INSTALL A TRIGGER POINT (BOUND, IRON STAKE OR EQUAL) AT ELEVATION 1' ON THE INSIDE OF EACH GROIN. WHEN THE TRIGGER POINT BECOMES EXPOSED, THE BEACH WILL HAVE
DROPPED TO 2023 LEVELS AND CAN BE RENOUISHED WITH APPROXIMATELY 35 CUBIC YARDS OF COMPATIBLE SAND.
10. THE 650 SQUARE FEET OF BEACH GRASS PLANTINGS APPROVED FOR THE HOUSE PROJECT SE83-2358 SHALL BE MOVED LANDWARD TO THE EDGE OF THE NOURISHMENT AREA.
REMOVE CONCRETE CAPS
N-D -.REPLACE W1.1
NOURISH 0 PROVIDE A 10:1 SLOPE
LICENSED
�
BAR, _
.
4
RW -
P MHW
����.
MLW =E
-2'
NOURISHMENT AREA UNDER CURVE = 13f SQ. FT.
SACRIFICIAL FILL AREA,
AREA UNDER CURVE = 2.6t SGt.T
FT.
•LENGTN_OF i OURI5HMENT AREA _,.6
I
LENGTH ,OF FILL ,WAREA _= 63f FT.
VOLUME OF NOURISHMENT AREA 30t CU. YDS.
VOLUME OF FILL AREA = 6t CU.
YDS.
INSTALL TRIGGER 'POINT AT ELEVATION -1'
0 25 \ 50
CUT AREA UNDER CURVE = 18f SQ. FT.
LENGTH OF CUT AREA = 63t FT.
VOLUME OF CUT AREA = 42t CU. YDS.
75
SECTION A -A ELEVATION; EXISTING AND PROPOSED
5 2.5 9 5 10 20
1 "=10'
100
10.00
-10.00
WE
-10
-� LSCSF COASTAL COASTAL BEACH - LAND UNDER OCEAN
BANK 3
SEAWARD LIMIT OF
/ EXISTING GROINS
REMOVE FENCE
0 25 50 75 100
SECTION C- C ELEVATION; NOURISHMENT ONLY A
5 2.5 0 5 10 20
1 "=10'
INSTALL RIGGER P1
A ELEV -1'
, L,
i,\A OF Mqs
c.
vaLCN of Mgss9cy '� pANIEL A.
O.00 o� DANIEL OJALA
A. CIVIL
OJALA 46502
No 40980� P.F�FO
�OFESS\0�0� ASS/ONAV_ E�
qbo sua��
-10.00
DATE DANIEL A. OJALA, P.E., JL.S.
DCE #20-413
5
a Y
wViw,
LOCUS MAP NOT TO SCALE
LEGEND
EDGE OF MARSH
-MHW- MEAN HIGH WATER
• * • • • . MEAN LOW WATER
- 2 ELEVATION CONTOUR
.- PROPERTY LINE
LIMIT OF WORK/ACCESS
SURVEY NOT
1. RECORD OWNER(S):
JOSEPH J. AND MEREDITH S. ZONA
1 ANDREWS WAY, ARLINGTON, MA 02474
DEED BOOK 33098, PAGE 218 (33 AND 39
SETH LANE)
2. ELEVATIONS REFER TO NORTH AMERICAN
VERTICAL DATUM OF 1988 (NAVD 88).
3. PROPERTY IS SHOWN ON YARMOUTH
ASSESSORS MAP 61, PARCEL 54.
4. PARCEL LIES WITHIN FEMA FLOOD ZONE
AE (ELEVATION 12' AND 11 ") AND ZONE X AS
SHOWN ON COMMUNITY PANEL #25001 CO591 J
DATED 7/16/2014.
5. DATUM FOR ALL ELEVATIONS = NAVD 88
MHW = 1.5' NAVD 88
MLW = -2' NAVD 88
6. 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.
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Arl%k
1
3/13/24
Revise Nourishment, add profile C-C, add sacrif°cal bank
MCB
NO.
DA7E
_. REM$40N
BY
SHEET 7171E
PROD= NO.
PLAN SLOWING PROPOSED
SC-229
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Al SHOWN
SHOREFRONT MODIFICATIONS
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11 j3 f 23
PRO
DRAWN 8Y
MCB'
JOSEPH AND MEREDITH ZONA
CHMEDBY DO
39 SETH LANE SOUTH YARMOUTH MA
DRAVANO NO,
ZONA.DWG
DON 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
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