HomeMy WebLinkAboutAs-Built Site Plan200' Riparian
Buffer: Bass River J!
\
i:':)0' Buffer
-s tal Bank
N
tl
BENCHMARKI
Top of Foundation
EL=32.5±(1988 NAVD)
9 36
1
NEW STONE PATIO
182 SF
50' Buffer
Coastal Bank
III \�1
I x 38A
FLOOD PLAIN �O 4.0 w
ZONE AE 100 YEAR FLOOD +
EL=11.0 7 Ts�p`l2'roO o ¢-
8
20 �'
OF 3.9 O
x �2 �} hs
z�
16.3
2 �
O3 x33.0 �a\Fec AREA OF SCOUR/DEGRADED FIBER ROLL
YoS�& x -0.3 AT BASE OR FIBER ROLL ARRAY
OBSERVED FIBER ROLL'S, 9/14/22
3s
335
x 37s n . 29.6 OBSERVED STABILIZATION MATTING
d _ AND NATIVE GRASSES, OBSERVED
c
� Lawn
Stone
Patio
po �
® Paved o
® Driveway S F0,
�o
LOT 94
Q Area=21,000 SF± ` @
d
LJ �O Lawn
�O e Natural
200' Riparian
Buffer. Bass River 100' Buffer
Coastal Bank
OBSERVED SALT MARSH GRASSES
x 25.9 \ ✓„ _° 4 315 SF±,
ENGLISH IVY & MATURE VEG.
30.7 L
OBSERVED BAYBERRY SHRUBS
29.2 120± SF
n
Block Dryset d b
Retaining Wall �' w
\ x 28.6 P/20 2 x 12 x -0.4 AREA
ASOR OE SCOUR/DEGRADED
ROLLARRAY ER ROLL
OecK
00 \ Lawn
¢ I O\26
ry 1a
0
� (l
1
Approximate Septic Location
Per As Built
50' Buffer
Coastal Bank
Buffer: Bass 100' Riparian River
x 20.8
YARMOUTH,
MA
1� BAS
1r�_ FR
LOCUS
� NOT TO SCALE
w
w
= LAND COURT PLAN 32679—B (SHEET
m CERTIFICATE #964884
d ASSESSORS' MAP 101 PARCEL 161
a
LEGEND
3z EXISTING CONTOUR
32 PROPOSED CONTOUR
x 12.34 EXISTING SPOT GRADE
24x5 PROPOSED SPOT GRADE
— w— WATER SERVICE LINE
—o— OVERHEAD UTILITY SERVICE
—U— UNDERGROUND UTILITY SERVICE
— G— GAS SERVICE LINE
O TEST HOLE / BORING LOCATION
ST SEPTIC TANK
DB DISTRIBUTION BOX
SAS SOILABSORPTION SYSTEM
Reserve RESERVED FOR FUTURE
q3b UTILITY POLE
® CATCH BASIN
FIRE HYDRANT
® WELL
® DRAINAGE MANHOLE
■ CONCRETE BOUND, FOUND
-V--V- TOP OF SCARP
-------- BOTTOM OF SCARP
—x LIMIT OF WORK
FENCE
EDGE OF CLEARING
1919 d
NEW ELEVATED STAIRSAND LANDINGS
a
186 SF±
P14 -•a
x 14.3
ecK 5.7
3
z P/8
0 o
o * 7
\10 .e x 2.9 P.0
ds PLAN
x 7A O Qx °'' SCALE 1"=20'
0
Lawn 63'± ti
ti
ti x 15.
5, q, INKBERRY SHRUBS (5) OBSERVED
88±SF
x 20.8
NN N
NEW WOOD RETAINING WALL
6" WIDE, 12±SF
SEE LANDSCAPE PLAN
BYJENICK STUDIO
a��AL7N OF MAss9c
y Trulli Residence
o JOHN
M, 1 Steve & Gail Trulli, 38 Bancroft Road, Melrose, MA 02176
ROOF RUNOFF NOTE: ELEVEN (11) DOWNSPOUTS O O'REILLY
& SIX (6) HADD DRY
DRYWELLS -�-1
OBSERVED. ) HADS NO DRYWELL v Not 46733 U' AS BUILT SITE PLAN
184 Blue Rock Road, Yarmouth, Ma
J.M. OTEILLY & ASSOCIATES, INC.
Professional Engineering & Land Surveying Services
0 20 40 60 1573 Main Street — Route BA
P.O. Box 1773
SCALE 1"=20' (508)896-6601 Office Brewster, MA 02631 (508)696-6602 Fax
ndManaement\8123COCa5built.dwg I 10/14/22 I As Noted I MTF 11M0/MTF 11M0-8123