HomeMy WebLinkAboutPlan Rev 1_ 2-28-22N
W E OBS. LOW CREEK
WATERLINE M�� p,0
JUNE 7, 2020
S89'28'40"W
97.99'
S TIE -LINE
RP 6oi` — BEACH \
EX. NSE# 8%1 g COIR LIFTS o R S H� \
0���', � i � OPOSEDTING M
M / / ANp PLAN S PROPOSED — gRSN
FIBER ROLL-S-- \
BEACH
f PROPOSED-
itterswee
i l
l
PROPOSED 5' AqbE_7
ACED VEGETATED BUFF R
EXISTING STEPS TO BE SEAS NAL)
�p11i ALUMINUM( 11 N
NOT
(SEE
LAWN �s LS
1 s. ,
MAP 29 PARCEL 85
N /F / 6
TOMAIOLO PHYLLI M 0
9 TUSCAN ��
SHREWSBURY, A. 01545 /
CERT 0600 / ^ /
STONE
,TEMPORARY LS WELL WALK
AWN / POOL HOUSE J,
O
L�
/ CONIC
/ WALK
#36
STONE
6,
1�
SHE
SHELL
PATH
oz,�
O
/r `9cc`�s1P •o: �
ELEC.
MAP 29 PARCEL 86 �� METER
N/F HVAC
TOMAIOLO PHYLLIS M
40 PRINCE RD GAS OE
W. YARMOUTH, MA 02673 TER W ILL
CERT #120596
DOC #507035 i \
#40 ` \
LS
LAWN
S82`46'08"E
88.74'(TIE-LINE)
Y' j:11 -
a
_ _ MAP 29 PARCEL-87:
PHILIP J. PEARS AND SHEILA
44 PRINCE RD
YARMOUTH, MA. 02673
CERT 224630
DOC #1,413,682
#44
uPPAVSHEL
PATH
PAVER
�� DRIVE
WALK ° .
(30
CONIC ,\1A
SHED _ _ — — WALK
LSIR
SI TE PLAN LEXISTING)
10 5 0 10 20 40
SCALE: 1 "=20'
ITI;
6
4
2
0
-2
-4
-6
-8
-10
000
o In
+'6
0
H: 1"=10'
Coastal
Bank
LSCSF Coastal Beach
CUT BACK SLOPE TO ESTABLISH A 2:1
5, SLOPE TO CREATE "STABILIZED SACRIFICIAL
veg. ZEUS" ABOVE THE STONE
buffer z
� SOIL LIFTS = 6't
N � O-N
+ cfl + N
0 0
SECTION A —A (EXISTING AND PROPOSED
5 0 5 10 20
SCALE: 1 "=10'
Ln r-
CD
I
RESIDENCE ZONE
R-25
LOT AREA (REQ'D)
FRONTAGE (REQ'D)
FRONT YARD (REQ'D)
SIDE YARD (REQ'D)
REAR YARD (REQ'DI
25,000 S.F.
150'
30,
15'
20'
i C-oc-n I n
MEAN HIGH WATER (1.1')
MEAN LOW WATER (-1.8')
--- 2--- ELEVATION CONTOUR
PROPERTY LINE
LIMIT OF WORK/ACCESS
SURVEY NOTES:
1. RECORD OWNER
PHYLLIS M. TOMAIOLO
N
w 1
a
L \w
w
X
ND m \ S
G �% MILL
L CREEK
T-)3 __\ (\ 0CUS
^e
KEY MAP
1" = 800'f
W,
=O�
YARMOUTH, MA.
9 TUSCAN PLACE
SHREWSBURY, MA 01545
DEED DOCUMENT #: 507035
LC CERTIFICATE # 120598
LCP 21898—B LOT 5
2. PROPERTY IS SHOWN AS PARCEL 85 ON ASSESSORS MAP 29 AND APPEARS TO LIE WITHIN THE RESIDENCE
(R-25) ZONING DISTRICT PER THE TOWN OF YARMOUTH ZONING MAP AND AVAILABLE ASSESSORS INFORMATION.
3. PROPERTY LINES SHOWN ARE COMPILED FROM AN ON THE GROUND SURVEY CONDUCTED BY EXISTING GRADE, INC
ON JULY 8, 2020, LINES OF OCCUPATION, AND FOUND MONUMENTATION.
4. PARCEL APPEARS TO LIE PARTIALLY WITHIN THE FLOOD ZONE AE (EL=11) AND ZONE AE (EL=13) PER FIRM MAP
25027CO569J PANEL 569 OF 875, LAST REVISED JULY 16, 2014, AS SHOWN ON THE FEMA WEBSITE.
2' oak stakes (typ)
5. EXISTING CONDITIONS SHOWN HEREON WERE COMPILED FROM AN ON THE GROUND SURVEY CONDUCTED ON JULY
Soil Key TRM matting
8, 2020 BY EXISTING GRADE, INC. AND FROM AERIAL IMAGERY PROVIDED BY THE STATE OF MASSACHUSETTS.
native plantings (typ)
f 2
6. ORIGIN OF BEARINGS IS MASSACHUSETTS STATE PLANE (NAD83), DETERMINED FROM A GPS SURVEY CONDUCTED
BY EXISTING GRADE, INC. ON JULY 8, 2020, ROTATED 16.023' COUNTERCLOCKWISE FROM LAND COURT PLAN 21898—B,
1000 gram coir �1 One Row of
RECORDED AT THE BARNSTABLE COUNTY REGISTRY OF DEEDS.
matting in 1' lifts (typ)
0 stone;
(bury half of
7. ORIGIN OF ELEVATIONS IS NAVD 88, DETERMINED FROM A GPS SURVEY CONDUCTED BY EXISTING GRADE, INC.
stone)
ON JULY 8, 2020.
Loamy sand fill
20" fiber roll (typ) : _
8. SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR EASEMENTS OF RECORD, ENCUMBRANCES,
RESTRICTIVE COVENANTS,OWNERSHIP TITLE EVIDENCE, OR ANY OTHER FACTS THAT AN ACCURATE AND CURRENT TITLE
Duckbill Anchors, DB-68------w
SEARCH MAY DISCLOSE.
or equal; embed 5' into
undisturbed soil; wooden
9. THE PROPOSED WORK DOES NOT APPEAR TO LIE WITHIN A NHESP BOUNDARY PER MASS GIS AND THEREFORE
stakes can be used as
MAY NOT BE SUBJECT TO MESA REVIEW
an option
HYBRID SOFT SOLUTION DETAIL
2.5 0 2.5 5 10
SCALE: 1 "=5'
CONSTRUCTION NOTES:
1. ELEVATIONS REFER TO NAVD88. CONTACT SHOREFRONT CONSULTING FOR ADDITIONAL ELEVATION INFORMATION AS
NEEDED.
2. SCOPE OF WORK CONSISTS OF EXTENDING THE EXISTING SHOREFRONT PROTECTION ALONG THE SHOREFRONT WITH
A HYBRID SOFT SOLUTION TO BLEND INTO THE ADJACENT REVETMENT. THE SINGLE ROW OF ROCKS SHALL BE
BURIED HALF WAY INTO THE SOIL, ONLY EXPOSING 1.5 FEET OF ROCK.
3. CONSTRUCTION ACCESS SHALL BE FROM THE APPLICANT'S PROPERTY. EQUIPMENT SHALL BE STORED ON THE
APPLICANT'S PROPERTY WHEN NOT IN USE.
4. THE WORK ACTIVITY SHALL OCCUPY A MINIMUM AREA TO ACCOMPLISH THE INSTALLATION OF THE SCOUR APRON.
EQUIPMENT AND MATERIALS HANDLING SHALL BE IN ACCORDANCE WITH THE WORK PROTOCOL SUBMITTED WITH
10 THE NOTICE OF INTENT, THE RESULTING ORDER OF CONDITIONS AND AS DIRECTED BY THE YARMOUTH
8 CONSERVATION AUTHORITIES.
6 5. ALL WORK SHALL BE ACCOMPLISHED FROM THE UPLAND. THE NEW ROCK INSTALLATION MAY BE ACCOMPLISHED
WITH A SMALL EXCAVATOR ON THE LANDWARD SIDE OF THE TOP OF BANK OR ON THE COASTAL BEACH ABOVE
4 THE HIGH TIDE LINE.
2
O 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
—2 EQUIPMENT FROM THE SITE.
—4 7. THE ACCESS ROUTE AND WORK SITE SHALL BE CLEANED AND RESTORED TO RESEMBLE THE PRE —CONSTRUCTION
—6 CONTOURS AND CONDITIONS.
—8 8. THE CONTRACTOR SHALL OBTAIN A COPY OF THE ORDER OF CONDITIONS ISSUED FOR THE PROJECT BY THE
—10 YARMOUTH CONSERVATION COMMISSION PRIOR TO THE START OF ANY WORK.
9. ANY OTHER DEVIATION FROM THE DESIGN PLAN SHALL BE BROUGHT TO THE ATTENTION OF SHOREFRONT
CONSULTING FOR APPROVAL BEFORE PROCEEDING FURTHER.
10. CUT BACK THE TOP OF THE SCARPED SLOPE TO ESTABLISH A 2:1 SLOPE SUITABLE FOR THE SOFT SOLUTION.
11. A 5—FOOT WIDE VEGETATED BUFFER SHALL BE CREATED BEHIND THE SCOUR APRON. PLANTS SELECTED SHALL BE
FROM THE CAPE COD COOPERATIVE EXTENSION LIST AND APPROVED BY THE CONSERVATION AGENT PRIOR TO
CONSTRUCTION.
12. THE EXISTING WOODEN STEPS SHALL BE REPLACED WITH EITHER TIMBER OR ALUMINUM AND WILL BE SEASONAL.
NO PART OF THIS DRAWING MAY BE USED BY ANY
PARTY WITHOUT THE EXPRESS WRITTEN CONSENT OF
SHOREFRONT CONSULTING AND EXISTING GRADE, INC.
1
2/28/22
Change from rocks to hybrid soft solution
MCB
NO.
DATE
REVISION
BY
SHEET TITLE
PLAN SHOWING PROPOSED
SHOREFRONT PROTECTION
PROJECT N0.
SC-171
SCALE AS SHOWN
DATE 9/24/21
PROJECT
PHYLLIS M. TOMAIOLO
411-idwE0�11,
40 PRINCE ROAD WEST YARMOUTH, MA
DRAWN BY
MCB
CHECKED BY
EG
DRAWING NO.
40-44 PRINCE.DWG
EXISTING GRADE, INC.
62 RIEDELL ROAD
DOUGLAS, MA 01516
(508) 694-6501
SHOREFRONT CONSULTING
290 CENTER STREET
DENNIS PORT, MA. 02639
(508) 280-8046
WWW.SHOREFRONTCONSULTING.COM
C-'
Or 1 SHEETS