HomeMy WebLinkAboutApproved Plan 1-8-26LEGEND
99 —
EXISTING CONTOUR
X 99.1
EXIST. SPOT ELEV.
—[99]--
PROPOSED CONTOUR
198.4]
PROPOSED SPOT EL.
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0
TEST HOLE
O
CONCRETE BOUND
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UTILITY POLE
FIRE HYDRANT
LIGHT POST
y°Oo
WATER SHUT OFF
— X
FENCE
— W —
WATER LINE
— G
GAS LINE
— OHE
OVERHEAD ELECTRIC
— S
SEWER LINE
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
3' WIDE STEPS,
4x6 POST ALIGNMENT TO
MATCH EXIST. RAMP
2x4 RAILS/RAIL CAP
'OI
ALL STAINLESS
STEEL SCREWS
2x12" TREADS
(2) 2X12 STRINGERS
2x4 CLEATS
OPTIONAL:
REMOVABLE LOWER
SECTION
EXPANDING ROCK
ANCHORS TO BE
INSERTED INTO
CORED HOLES
WITHIN ROCK
WALL- FIELD
ADJUST POSTS ROCK ANCHOR DETAIL
FOR BEST FIT ON
ROCK WALL." NOT TO SCALE
DIAMETER
STAINLESS STEEL
ANCHORS
PROPOSED STAIRS IN PLACE OF EXISTING
RAMPS. ADJUST AS NECESSARY TO
AS -BUILT WALL SLOPES (7" RISE, 11"
TREAD TYPICAL)
w
o�
N Lo
N C
Ci o
0
BENCHMARK: N
CEMENT BOUND PATIO
= 10.0' NAVD88
I+
ZONE AE - STAID- _
(E
ABUTTING
WALL
T.O.W. 8.7'f
25' SEAWARD LIMIT
FOR BEACH
ACCESS WORK
ZONE
DICE #24— 083
N84 4
LEWIS BAY BOULEVARD
L-&CIS �
(hD�) gAY
EXISTING SITE OVERVIEW
0
Scale:1 "= 30'
0 15 30 45 60 75 FEET
EEXrSr/NG
UN17- #4 ICI NG
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/ WOODEN RAMPS TO
REBUILD EXISTING BE REPLACED WITH
j� STONE REVETMENT STAIRS (END STAIRS
-o WALL AS SHOWN
HIGH 1NgTER EL.
1 6 NAVD
1
-1
PROPOSED
Scale: 1 "= 20'
0 10 20 30 40 50 FEET
C�7
R. S.
EX'ST/NG
Nc
UtLL
N
% #6 OWNER TO
REMOVE PATIO
!
i & WALL TO
I
THIS LINE
I /
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:ArAm
�
im
TRANSITION FROM \�
1.5:1 SLOPE TO T�r�
2�: OPE
`/DAL BA
.•� FOR BEACH
WORK ZONE
L�68.28.
3.0
1.0
EXISTING GRADE
VARIES EL
5.0-8.0'
5-6 TON '
TOE STONE
BURIED 3-5'
SECTION C-C
NOT TO SCALE
EpGE `4 O
�wN
LANDSCAPED �O' �'b
AREA
�d
CO
e ^y
ZONE AE
{ (EL 11�
' 1ZNE
-5
(EL. 13�
L; PROPOSED 10'
3 WIDE VEGETATED
��BUFFER ALONG TOP
OF WALL. SEE
NOTE 13.
_2
PROPOSED 2-4 TON
ARMOR STONES
FIT IN PLACE (NOT
DUMPED)
12" MIN. ROCKS
TOP EL 7.0-8.0'
NOTES
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 SEPTIC 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 INSPECTION 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.
13. CREATE/MAINTAIN 10' MINIMUM WIDE BUFFER
VEGETATED ALONG TOP OF ROCK WALL. PLANT SPECIES
TO INCLUDE BEACH PLUM, VIRGINIA ROSE AND
BAYBERRY, SEE MITIGATION PLANTING SCHEDULE.
14. ANY WORK WITHIN THE INTERTIDAL ZONE SHOULD BE
CONDUCTED DURING LOW TIDE ONLY.
PROPOSED
MITIGATION
PLANTINGS
SEE NOTE 13
25' WORK ZONE
MHW 1.6f _
kwn"TION PLANTING SCHEDULE
SYMBOL
PLANT NAME
SIZE
QUANT.
"r- ,V _'
VIRGINIA ROSE
#1
48
f •
ROSA 14RGINIANA
BEACH PLUM
PRUNUS MAR177MA
#5
23
NORTHERN BAYBERRY
#3
30
b
MYRICA PENSYL VAN/CA
5-6 TON
TOE STONE -
BURIED 3-5'
PROPOSED 2-4 TON
ARMOR STONES
FIT IN PLACE
(NOT DUMPED) \
*1.5 AT SECTION A -A VARIES
2.0 AT SECTION B-B �` 1.5-2.0*
1.0 [:��
u
EL.=-2.0't
SECTION A -A & B-B
NOT TO SCALE
�j" OF MgSS
DANIEL cy� I(AOFMgs
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OJALA � DANIELA. yam
No.40980 o OJALA
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DATE DANIEL A. OJALA, P.E., P.L.S.
Boy'BlK-1
L ocuLewis
Lewis �� Pond
Bay
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� et
LOCUS MAP
SCALE 1 "=2000't
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. 8.5t 10' WIDE
TAPER TO MATCH VEGETATED STRIP
EXISTING GRADE AT TOP OF WALL
SEE NOTE 13
EXISTING GRADE
" 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
SITE PLAN
OF
29 LEWIS BAY BLVD
WEST YARMOUTH, MA
PREPARED FOR
YARMOUTH SHORES
CONDO ASSOCIATION
DATE: APRIL 29, 2025
REV: JUNE 26, 2025 (WALL SLOPE/PLANTINGS)
REV: JULY 24, 2025 (CONSCOM COMMENTS, ACCESS PATH)
REV: AUGUST 21, 2025 (SECTION C—C PLANTINGS)
REV: JANUARY 8, 20246 (STAIRS)
off 508-362-4541
fax 508-362-9880
downcape.com
I
down cape engineering, Inc.
civil engineers
land surveyors
SURVEY: QAH
939 Main Street ( Rte 6A)
DRAFTED BY:
YARMOUTHPORT MA 02675
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