HomeMy WebLinkAboutExisting Conditions planLU
Z
J
0
LL
N
C7
0
N
[n
Z_
J
J
0
LL
N
0)
C
M
i
O
N
0
N
a
{(s
0
0
U
N
co
N
CV
CD
N
U
N
O
L.
-a
co
N
Nr
;V
4
b
Q}
C
'L
a
[e)
N
qt
CV
v
m
0
E
lw
N
9 FOLLINS POND RD
NJF
SHERMAN
15 FOLLINS POND RD
NIF
BRUNETTI
21 FOLLINS POND RD
NIF
KOSOFSKY
UY'
i2 Iti.
B 15 , --
ki
1�9'
JL
18'
UP 860
N/F
RAFFERTY
10 FOLLINS POND RD
NJF
O'NEILL
16 FOLLINS POND RD
l
OR,,= i CLEAVES 19 GUN ROCK ROAD
0 NIF
CLEAVES
�l
rot � •� --18
r 'ate -OAK-12" .' J
= A•3 12" c 1
16 " R, �
L _
RIM: 36-28'
4 RIM:36.21'
M B 19
MB 26-
-��
g'I M B 32
RIM: 33.33'
R I M: 32.65'
TOWN
�6 S 14"
TIMBER WALLS
- T RIM: 35.38 '
RIM! 35.13'
RIM: 34,80'
- R1% 34"39'
- RIM: 32.63':
OAK-12„
SOAK-12"
OAK-12."
'L6
j
32 GUN ROCK ROAD
NIF
COLLINS
-
2RIM.19-10, d
53 AUNT DORAH'S LANE
Ur _ MB 3 RIM:19.03'
SERIJAN _• L� RIM (APPROX): 18.26'
RIM: 19.03'' RIM (APPROX): 17.55'
- �9
RIM:18.91' I7, vE�i' \
:.- 1 TIMBER WALL
Nj PY COBBLESTONE STRIP
RIM (APPROX): 17.82'
RIM (APPROX). 17.14' D
DEAD- "Ok - 1
UP 4
MR 22�
16 GUN ROCK ROAD
NIF
FELTON
22 GUN ROCK ROAD
NIF
CARMACK
A- 00A
�.
2 4,
i
CHERRY"
F I `---CHERRY„
CEDAR -12"
e
UP.955/5
MULCH
26 GUN ROCK ROAD
NIF
VALENTI
34 FOLLINS POND RD
NIF
GOODWIN
COASTAL BANK 109' BUFFER ZONE
RIM 15 67' COASTAL BANK 50' BUFFER ZONE
- RIM {APPROX}: 16.99' A
D RIM:15.59'
RIM: 15.52' 15 RIM: 15,09'
i
14 RIM: 1'..16' 32 FOLLINS POND RD
RIM: 13.98', •
OA D ' ` RIM: 13.55' GOERING
;13 � ;
RIM: 13.31'
12 COASTAL BANK 35UNDISTURBED VEGETATIVE BUFFER
TOP OF COASTAL BANK
PINE-18 _ _ WF 70086
� WF 70089
WF ToCe8 _ -_TRANSECT 1
COASTAL BANK 100' BUFFER ZONE
; �•- 1 PAVE i 8' - g ToCS7^ 0 1hE� 4`- r s�n70
' WF 70CB5 t WF SAS9 =
W smsf SALT MARSH
WF rocs � PINE-20" .....- .-......
w� c PINE--20"
1 TOCB TP 1
INVASIVE SPECIES AREA r.. _r, 5�- OAK-12"
LEGEND:
GENERAL
SYMBOLS
BERM
0 CATCH BASIN
CONCRETE
CATCH BASIN DOUBLE
CONTOUR - MINOR
- - - - rj - --- - -
CONTOUR - MAJOR
(h) DRAIN MAN HOLE
CURB
EM ELECTRIC METER
EDGE OF PAVEMENT
-0-0
FENCE - CHAIN LINK
MAILBOX
-- x X
FENCE -VINYL
�cl HYDRANT
GRAVEL
TREE LINE
SIGN
WALL - RETAINING
LIGHT POLE
WALL - STONE
PROPERTY LINE
c
H GAS VALVE
UTILITI IS
a GUY
w
WATER LINE
TEST PIT
G
GAS LINE
OHW
OVERHEAD WIRE
UTILITY POLE
ENVIRONMENTAL
H WATER VALVE
WETLAND FLAG
-
COASTAL BANK
COASTAL BANK 35' UNDISTURBED VEGETATIVE BUFFER
COASTAL BANK 50' BUFFER ZONE
COASTAL BANK 100' BUFFER ZONE
SALT MARSH
.. - ... - . ^
FEMA FLOOD ZONE
i
EDGE OF WATER
+ + + >
INVASIVE SPECIES AREA
COASTAL BANK SECTION VIEW
1 "=20'
20TOP OF COASTAL BANK
s 51.4°/0 22.8%
. FLOOD ELEVATION
ro-- -- -- ------------------------------------------
CONFORMS
s 38 0°/° TO
TRANSECT 1 DEP FIGURE 2
a
m TOP OF COASTAL BANK
,s 42.3% 11.0%
FLOOD ELEVATION-----------
---- ---------- --
46.2% - - - - CONFORMS TO
3 TRANSECT 2 DEP FIGURE 2
0-
SOIL TEST PIT DATA
PERFORMED BY:E
HOFFMAN HORSLEY
WITTEN GROUP,
INC.
DATE:JANUARY 19,
2023
OFFTP-1
6.9 0"
TP-2
34.2 0"
TP-3
37.2
A
A
10YR 312
10YR 3/2
PAVEMENT
MEDIUM SAND
MEDIUM SAND
14"
--- 5.7 4„
33.9 4"
36.9
HTM
Bw
10YR 6/2
Bw
7.5YR 6/8
MEDIUM SAND
10YR 3I4
MEDIUM SAND
MEDIUM LOAMY
14"
33.0
SAND
22"
�_ 5.1
HTM
10"
36.4
DENSE GRADE
Cl
Cl
10YR 6/2 22"
32.3
10YR 5/6
MEDIUM SAND
Bw
MEDIUM SAND
10YR 6A
48"
- 2.9
MEDIUM SAND
56"
32.5
48 "
30.2
C2
C2
10YR 8/2
10YR 812
2.5YR 7I3
MEDIUM SAND
MEDIUM SAND
FINE SAND
90"
-0.6 78"
27.7 96"
MOIST
SOIL AND CAVE IN @ 90"
CAVE IN @ 78"
NO GROUNDWATER
NO GROUNDWATER
FEATURES
NO GROUNDWATER
FEATURES
OBSERVED
OBSERVED FEATURES
OBSERVED
w
z
w
a
SURVEY NOTES
1. THE TOPOGRAPHY AND EXISTING SITE CONDITIONS DEPICTED HEREON ARE THE RESULT OF AN ON THE
GROUND FIELD SURVEY CONDUCTED BY THE HORSLEY WITTEN GROUP, INC. JANUARY 25, 2023.
2. HORIZONTAL DATUM IS MASS STATE PLANE COORDINATE SYSTEM. DATUM ESTABLISHED BY RTK GPS.
3. THE ELEVATIONS DEPICTED HEREON WERE BASED ON THE NORTH AMERICAN VERTICAL DATUM (NAVD) OF
1988,
4" THE PROPERTY LINES AND RIGHTS OF WAYS DEPICTED HAVE BEEN ESTABLISHED BY FIELD SURVEY AND
DEEDS AND PLANS OF RECORD.
5, PROPERTY LINES FOR ABUTTING PROPERTY OWNERS ARE APPROXIMATE ONLY.
6. THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AND STRUCTURES AS SHOWN ON THESE PLANS
ARE BASED ON RECORDS OF VARIOUS UTILITY COMPANIES, AND WHEREVER POSSIBLE, MEASUREMENTS
TAKEN IN THE FIELD. THIS INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. THE
LOCATION OF ALL UNDERGROUND UTILITIES AND STRUCTURES SHALL BE VERIFIED IN THE FIELD PRIOR TO
THE START OF ANY CONSTRUCTION. THE CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY
COMPANY, ANY GOVERNING PERMITTING AUTHORITY IN THE TOWN OF YARMOUTH, AND "DIGSAFE"
(1-888-3"7233) AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION WORK IN PREVIOUSLY UNALTERED AREAS
TO REQUEST EXACT FIELD LOCATION OF UTILITIES.
7. UTILITY PROVIDERS: ELECTRIC - EVERSOURCE TELEPHONE - VERIZON CABLE - COMCAST
WATER - MUNICIPAL GAS -NATIONAL GRID
8, THE PROPERTY IS LOCATED WITHIN F.I.R.M ZONE AE (ELEV 9) AS SHOWN ON COMMUNITY PANEL NO.
25001C0583J DATED JULY 16, 2014,
9. THE WETLAND DELINEATION SHOWN HEREON WAS CONDUCTED BY THE HORSLEY WITTEN GROUP, INC. ON
JANUARY 10, 2023. INVASIVE SPECIES AREAS DELINEATED BY HORSLEY WITTEN GROUP AND ARE
APPROXIMATE ONLY.
10, REFERENCE PLANS:
PLAN TITLED "FOLLINS POND ROAD PLAN AND DETAILS" BY THE TOWN OF YARMOUTH
DEPARTMENT OF PUBLIC WORKS, DATED AUGUST 10, 1987,
COASTAL BANK 50' BUFFER ZONE J
t r O WF SM7
9 c
COASTAL BANK 35' UNDISTURBED NATURAL VEGETATIVE BUFFERWF -tmi
WF SM6
TOP OF COASTAL BANK
F WF s�rz �-
FLOOD ZONE AE {ELEV 9} - -- �- SALT MARSH
�r GRAPHIC SCALE
30 0 15 30 60
FOLLINS POND -
(in feet)
1 INCH = 30 FEET
120
0
I
l
I
l
I
l
I
l
I
l
I
l
I
l
p
r
l
l
l
l
l
l
Q
I
I
I
I
I
I
I�
Vy
C
.N1
1
1
I
I
I
1
m
•,
k
I
d
i
r
l
I
I•
!
i
d
k
d
1
a
api �
Y
I
U
EL
0
a ,
CCi 'Can
m
z a o
y
❑
UJ Q
N
c o
m
C p w A ACl) 01
J
0 , fE06*
Q
W
G ~ CC
Q
Q U)
�Z)a0
�t t) U3 3Z
0Q0
m
❑ U)
❑
Z C
Z
0 �
0
=Q0LL
U0
C7
Z ^ m W
Z
0��
x
LL
W
� W
Q
a�
0
e
F
c
a
a
s
O
E <, N
L
°
a(33
Ca OD
Lp- CO o °o
v
❑ N � �
li k
C 2 ti i
t
n 0 D
) is
0. I- 0- m
r � d LL
C
a
0
m
N
Q C
C (0 o
V t
m(0 00 0
0
L .p N
C p ){
u'r = m u] = ri
Regis rr:
,
►►��110P f ��1
i
�
hL
► "'�� L
�rr'll
-��Z-f-- z3
Project Number:
Sheet:
22032A
1
of 1
Sheet Number:
EX-1