HomeMy WebLinkAboutPlan 4.29.2025NOTES
LEGEND
--- 99 ---
EXISTING CONTOUR
X 991
EXIST. SPOT ELEV.
—[991—
PROPOSED CONTOUR
[98.4]
PROPOSED SPOT EL.
TH1
TEST HOLE
CONCRETE BOUND
UTILITY POLE
o
FIRE HYDRANT
LIGHT POST
y'oo
WATER SHUT OFF
— X
FENCE
—W—
WATER LINE
— -
GAS LINE
— OHE —
OVERHEAD ELECTRIC
-- - S
SEWER LINE
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
ZONE AE
Ei-E 13i
JI VI\G I�GYGIIYIGI�1
WALL AS SHOWN ------------- ——
DCE #24-083
N84 48'30"E
HIGH WATE� 6
LEWIS BAY BOULEVARD
i
?Op COAST
_ A4 BANK
EXISTING SITE OVERVIEW
m C• •
Scale:1 "= 20'
i
20 1 50 FEET
Scale:1 "= 30'
0 15 30 45 60 75 FEET
L=68.28. o
— M H W 1.6 f
1. DATUM IS NAVD88
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. EXISTING SEP11C SYSTEMS NOT SHOWN.
5. PROPOSED RAMP SUPPORT POST SHALL BE ATTACHED
TO THE ROCK WITH CONNECTORS DRILLED INTO THE
STONE WHEN SPANNING REVETMENT.
6. FILTER CLOTH SHALL BE MIRAFFI 60OX OR APPROVED
EQUAL, INSTALLED IN TWO LAYERS, AND OVERLAP 3'
MINIMUM ON ALL SIDES.
7. BEDDING STONE SHALL BE ONE LAYER OF GRANITIC
STONE GRADED 6 TO 9".
8. ARMOR STONES SHALL BE OF NATIVE GRANITE
BOULDERS AS SPECIFIED FOR WEIGHT ON THE TYPICAL
PROFILE DETAIL. SELECT PRIMARILY UNIFORM,
(NON —ELONGATED) ANGULAR STONE SHAPES AND FIT
INTO PLACE FOR MAXIMUM STABILITY SUBJECT TO
REVIEW AND INSPEC11ON BY OWNERS ENGINEER. ALL
ARMOUR STONES SHALL FIRMLY CONTACT THE BED
STONES AND ALL ARMOR STONE DIRECTLY ADJACENT.
ARMOR STONES SHALL BE PLACES SO THEY INTERLOCK
TO AVOID SHIFTING. ARMOR STONES SHALL BE SET IN
A "POINTS UP" ORIENTATION.
9. REMAINING BOULDERS AND BEDDING STONE SHALL BE
REMOVED FROM THE BEACH AND BUFFER ZONE DURING
THE COURSE OF THE INSTALLATION. STONE CHIPS AND
BEDDING MATERIAL SHALL BE CONTAINED IN A STEEL
BIN OR OUT SUITABLE DEVICE.
10. ANY AREA OF BANK DISTURBED DURING
CONSTRUCTION SHALL BE RETURNED TO
PRE —CONSTRUCTION CONDITIONS. THIS INCLUDES
RESTORING THE BANK SLOPE AND PLANTING WITH
AMERICAN BEACH GRASS IN 12" CULMS SPACING. JUTE
MESH/MATTING WITH TWINE AND OAK STAKES SHALL BE
USED TO SECURE/STABILIZE THE SLOPE WHILE
PLANTINGS BECOME ESTABLISHED. THE BEACH GRASS
CAN BE PLANTED DIRECTLY THROUGH THE JUTE MESH.
11. INCIDENTAL GAPS AND SPACES WITHIN THE STONE
FACE SHALL BE FILLED AND FITTED WITH THE LARGEST
STONE THAT CAN BE FITTED INTO EACH OBSERVABLE
SPACE. PLACING OR DUMPING OF STONE CHIPS ONTO
THE STONE FACE IS NOT PERMITTED.
12. CONSTRUCTION ACCESS SHALL BE THROUGH THE
CONDO ASSOCIATION DRIVEWAY(S) TO THE TOP OF THE
BANK. THE ACCESS ROUTE AND WORK SITE SHALL BE
CLEANED AND RESTORED TO MATCH THE
PRE —CONSTRUCTION GRADES AND CONDITION. ALL
ACTIVITY OVER PRIVATE BEACH PROPERTY SHALL BE
SUBJECT TO ALL PRIVATE PROPERTY AUTHORIZATIONS
TO THE EXTENT REQUIRED.
I
I �
i
5-6 TON
TOE STONE ��
BURIED 3-5' \ i
PROPOSED 2-4 TON
ARMOR STONES
FIT IN PLACE
(NOT DUMPED)
2.0
1.0 F"
EL.=-2.0'f
SECTION A -A
NOT TO SCALE
,�gN GFASS
%��`�DANIEL c
0Jk_,
q No.40980
ryFE'SS��
L) SURVEY
N OF MgsSACy'
DANIELA. G�
OJALF:
CIVIL-
No.46502
�c ST���
a �SSLONAL �N
DATE DANIEL A. OJALA, P.E., P.L.S.
0
°
0
L wis Boy Blvd.
Q
°
Locu n
Lewis
Lewis Pond
Bay \ Radio
owers
Islo�d R°ad SOO1�
i
LOCUS MAP
SCALE 1 "=2000'f
ASSESSORS MAP 16 PARCEL 48C
LOCUS IS WITHIN FEMA FLOOD ZONES VE 13 & AE 11
AS SHOWN ON COMMUNITY PANEL #25001CO588J
DATED 7/16/2014
TOP OF WALL EL.
8.5f TAPER TO
MATCH EXISTING
GRADE
VEGETATE UPPER
BANK WHERE
DISTURBED
EL.=8.0-9.0
PROPOSED MIRAFI 60OX
FILTER FABRIC
IN TWO LAYERS
OVERLAP JOINTS 4' MIN.
STAGGER OVERLAPS
PROPOSED 6"-10" LAYER OF
6" CRUSHED BEDDING STONE
OVER DBL LAYER FABRIC, FILL
ANY LARGE VOIDS IN ARMOR
STONE WITH 1-2' ROCK
EXISTING GRADE
SITE PLAN
OF
29 LEWIS BAY BLVD
WEST YARMOUTH, MA
PREPARED FOR
YARMOUTH SHORES
CONDO ASSOCIATES
DATE: APRIL 29, 2025
./ ki off 508-362-4541
I fax 508-362-9880
downcape.com
down cape engineering, iac.
civil engineers
land surveyors SURVEY: QAH
939 Main Street ( Rte 6A) DRAFTED BY: 8
YARMOUTHPORT MA 02675 CHECKED BY:
24-083 YSCA.DWG