HomeMy WebLinkAboutPlan 3.19.2025LEGEND
4
'
NOTES
2X6 HANDRAIL
CAP
-- - 99 -- EXISTING CONTOUR
® WEATHER BEST
OR EQ
1.
DATUM IS NAVD88
X 89.1 EXIST. SPOT ELEV.
2X12 STRINGER
3/4" H.D.G. BOLTS 11"
2.
THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
7"
BE USED FOR LOT LINE STAKING OR ANY OTHER
—[99]-- PROPOSED CONTOUR
®
PURPOSE.
I I
®
2X6 SAFETY RAIL
(98.4] PROPOSED SPOT EL.
3.
CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
PAIRS OF
2X4 CLEAT
DIGSAFE (811) AND VERIFYING THE LOCATION OF ALL
TH,
3/8" H.D.G. BOLTS
UNDERGROUND &OVERHEAD UTILITIES PRIOR TO
TEST HOLE
4"X6" POSTS 4' ®
COMMENCEMENT OF WORK.
EMBEDMENT MIN
0 CONCRETE BOUND
4.
EXISTING SEPTIC LOCATION PER TIE -CARD ON FILE WITH
_
TOWN.
UTILITY POLE
3'X2"X6"
WEATHERBEST 2
( )
=
®
5.
PROPOSED STAIR SUPPORT POST SHALL BE ATTACHED TO
o FIRE HYDRANT
�_
_.�.�_ ®
1<1
THE ROCK WITH CONNECTORS DRILLED INTO THE STONE
3/8" H.D.G. BOLTS ---
WHEN SPANNING REVETMENT.
LIGHT POST
(2) 2X12
CUT STRINGERS
'—
6.
FILTER CLOTH SHALL BE MIRAFFI 60OX OR APPROVED
WATER SHUT OFF
TYPICAL STAIR CROSS
SECTION
_
L_ _ Ji
EQUAL, INSTALLED IN TWO LAYERS, AND OVERLAP 3'
MINIMUM ON ALL SIDES. FABRIC SHALL FULLY OVERLAY
2X12 STRINGER —
THE EXISTING FABRIC IN THE LOWER EXISTING REVETMENT.
X FENCE
NOT TO SCALE
L• — ®
(2) 2 x 6 TREAD—
REMOVE CAP STONES AS NEEDED TO ESTABLISH THE
OVERLAY.
—I
W WATER LINE
J
®
7.
BEDDING STONE SHALL BE ONE LAYER OF GRANITIC
-- c — GAS LINE
2X4 CLEAT
L'
STONE GRADED 6 TO 9".
OVERHEAD ELECTRIC
8.
ARMOR STONES SHALL BE OF NATIVE GRANITE BOULDERS
S -- SEWER LINE
AS SPECIFIED FOR WEIGHT ON THE TYPICAL PROFILE
TYPICAL STAIRWAY ELEVATION
PS
. SELECTNOTE:
NOT ALL SYMBOLS MAY APPEAR IN DRAWING
ANGUILAR STONE APEISYANDIF IT INTO PLACE FORD)
MAXIMUM STABILITY SUBJECT TO REVIEW AND INSPECTION
NOT TO SCALE
BY OWNERS ENGINEER ALL ARMOUR STONES SHALL
EXISTING
DWELLING
MAP 20 PARCEL 19
WACKROW JEAN M (LIFE EST)
5 GLENWOOD ST
WEST YARMOUTH, MA 02673
EXISTING WALL
TOP EL. 7.5f
DCE # 10-246
O
MA
J01
7
WE
0
t
BENCHMARK
CONCRETE BOUND
EL. = 4.6'
O.
r
_0., ' #3
\ / / #�
V
#1A
�1
g EXISTING /
GRAVEL DRIVE
Z�
0 f
M
EXISTING
DWELLING
/oc''
>o0/
o
WN EXISTING
a' __ ? z DWELLING , I
/ s LOT AREX:
21,393f SF, qF
F4 2
Q� REBNIL6/EXPAND WALL LAWN y 7 73
TOP El, '6.8 y
�b.C*N 9F \ \ I jST �._., PROPOSED
>4,�q/ �k gCHGR 3 CFO\ PLANTING/REVEGEATATION
qs gREq F4q REAS
EXISTING WALKWAY
TO BE RAISED IN
p `.s.�.` SWE FOOTPRINT.
ADD STAIRS AS REQ.
MEq
EG. 3N/GN WA
T f ? BFgCH?
R - _ gSS
Eq
TOP OF
COASTAL
BANK EXIST. WOOD
STAIRS \
IS EXIST. WOOD BULKHEAD
WITH RIP RAP AROUND
�Tlpq��
Scale: 1 "= 20'
e -E-.
0
0
G v
SHED
SHED
MAP 20 PARCEL 15.1
±GEORGE B. GOMEZ
1 15 FLAKEYARD LN
WEST YARMOUTH, MA 02673
> >2
l
70� o
XIST G WALL
/TOP EL' 10.1 f
0
i
i
J
r�
NCR r"
-bRIVEW/AY APRON
._........... .�5 __.... t
M 1
< EX. GRADE
0 o.o PROPOSED
RESTORATION
PLANTING AR
-i o.o
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 UNUSED BOULDERS AND BEDDING STONE
SHALL BE REMOVED FORM THE BANK 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.
EXISTING WOOD
WALWAY TO BE
11. ANY AREA OF BANK DISTURBED DURING CONSTRUCTION
RAISED IN SAME
SHALL BE RETURNED TO PRE -CONSTRUCTION CONDITIONS.
FOOTPRINT. ADD
THIS INCLUDES RESTORING THE BANK SLOPE AND
Station STAIRS AS REQ.
PLANTING WITH AMERICAN BEACH GRASS IN 12" CULMS
Do.00 �+z2 o.00
—
SPACING. JUTE MESH/MATTING WITH TWINE AND OAK
STAKES SHALL BE USED TO SECURE/STABILIZE THE SLOPE
EXISTING WOOD
WHILE PLANTINGS BECOME ESTABLISHED. THE BEACH
BULKHEAD
GRASS CAN BE PLANTED DIRECTLY THROUGH THE JUTE
1 o.00
MESH.
12.INCIDENTAL GAPS AND SPACES WITHIN THE STONE FACE
SHALL BE FILLED AND FITTED WITH THE LARGEST STONE
0o
THAT CAN BE FITTED INTO EACH OBSERVABLE SPACE.
PLACING OR DUMPING OF STONE CHIPS ONTO THE STONE
PROPOSED
FACE IS NOT PERMITTED.
ROCK WALL io.00
EXISTING
13. CONSTRUCTION ACCESS SHALL BE VIA THE EXISTING
ROCK WALL
DRIVEWAY AND ALONGSIDE THE DWELLING. USE ROAD
PLATES AS NEEDED TO PREVENT DAMAGE TO THE
�nnn
EXISTING SEPTIC SYSTEM.
STAIRWAY
PROFILE VIEW
1"=20' HZ + VERT.
PROPOSED TOP
OF REVETME7NT
FORMER EL. 6.8f
LOCATION/REMNANTS PROPOSED 2-4 TON
OF CONCRETE ARMOR STONES
BULKHEAD WALL FIT IN PLACE (NOT REVEGETATE W/
DUMPED) SMOOTH COORDGRASS
SAWCUT EXISTING 12" MIN. ROCKS (S. ALTERNI O.C.WOODEN BULKHEAD BETWEEN CULMS 8" .C.
FLUSH WITH TOP OF
OAK
EXISTING ROCK WALL SAND VENEER
1.0
1.251 /
MHW 1.3f
I
i
EXISTING TOE
STONE DEPTH
UNKNOWN
SECTION A -A
NOT TO SCALE
2`'�► f
2.5
Imo,.:, _;�•.
1.0 EXISTING GRADE VARIE�!
PROPOSED 6"-10" LAYER OF \
6" CRUSHED BEDDING STONE
OVER DBL LAYER FABRIC, FILL
ANY LARGE VOIDS IN ARMOR
STONE WITH 1-2' ROCK
WOVEN BRISTLE COIR
EROSION CONTROL BLANKET
(1000 GRAM COIR MAT OR EQUAL)
BACKFILL W SANDY FILL
MATCH ff 1�jAl�EBA%R gA§F E
UPPER BANK WHERE
ERODED
PROPOSED MIRAFI 60OX
FILTER FABRIC
IN TWO LAYERS
OVERLAP JOINTS 4' MIN.
STAGGER OVERLAPS
H OF 4fgss9 A SH OF h1gSO
C1� o`' DANIF! ti
DANII;LA OJAL 0
W
CIVIL No.465 N0.909�„7
! ;r �,
G1 T R�y��`f 44 fq FFss`` Q-�
su
r
DATE DANIEL A. OJALA, P.E., P.L.S.
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP
20 PARCEL 16
DATUM: NAVD88
LOCUS IS WITHIN
FEMA FLOOD ZONE VE
EL. 13 & AE EL.
12 AS SHOWN ON COMMUNITY PANEL
#25001CO339J DATED 7/16/2014
SITE LIES WITHIN
"LIMIT OF MODERATE WAVE ACTION"
SITE PLAN
OF
9 FLAKEYARD LANE
WEST YARMOUTH. MA
PREPARED FOR
CLIFFORD BETRON
DATE: MARCH 19, 2025
off 508-362-4541
fax 508-362-9880
downcape.com
I
NOW cope engineering, Inc.
civil engineers
land surveyors
SURVEY: NHO
939 Main Street ( Rte 6A)
DRAFTED BY: DEG
YARMOUTHPORT MA 02675
CHECKED BY: X
10-246
BETRON 2024.DWG