Request for DeterminationR Z
s
Ja
0:�,Y
LO
<
BITUMINOUS CONCRETE
_7
fk u- Lu
>
PAVEMENT W-u ci a
CD z
1-1/2- WEARING COURSE
0_0
1-1/2- BINDER COURSE
,w
EXISTING
.... ...... 5', gR�RI:,"g"� "N
GRAVEL BASE
V,
A, I
��l ZZ, �,E�,
�,A
tw
_YX
M.,
PAVING SECTION
`V,
NOT TO SCALE
.-LOCUS MAP
S 00*45'18" E 1178.99'
0
LOT
17
ui
co
CO
0
00 cv
V) LOT 30 EXISTING GRAVEL DRIVEWAY TO BE PAVED 2
NOTES- zo ;41
536923 SQ. FT.± 1. PROPOSED BITUMINOUS PAVEMENT TO BE LAID WITHIN
(o
FOOTPRINT OF EXISTING GRAVEL DRIVE.
12.33 ACRES 2. PROPOSED BITUMINOUS PAVEMENT TO BE 11' WIDE.
I J I I
3. NO CHANGE IN GRADE IS PROPOSED.
C)
C)
0 C4
r-: r)
At AL AL Ac AL AL <
S 60' 10'58" E Z V) V)
21.02'
A23 th
A, At A20 A21 AL A4 AL A4 AL A,
M2 Ac
--------- 4ML-- �E
A19 LOT 29
A18
A, A, Ac
AL AL AZ4 AL A& AA
Al
DRAINAGE
ARA AL AL A& 3u At 2-- R A25 At A4
A16
-A26 ,,,�EASEMENT
0,
AL AL AL At A, AL e" A, AL AL
A27
A15 -A,28
R=230.00' <
—220— IIN, G*'
AL A4 �u A, . . - \ \,, -- -- +
. . . . . . TIRTSFORME AL
A14 A29
Al EDGE OF BORDERING XISTING STONE A30
VEGETATED WETLANDS RETAINING WALL(TYP.) T\
A13 IN ry r-, z
3JL At A4 A4 A4 A, 3L cv N
AA 12 ov Of
C)
A2 4
I , , , <
Lij
All 1 X V)
EXISTI
N 86*57'50" E D
HERRING ry <
,&2 5.5 2' AIL EXiSTING GRAVEL DRIV
y
TREE LINE(TYP.)
;pz
ill/xa 0
RUN RnAD
A5 A10 ry z
N1.
N
bi F-
2-1-9 At AL AL
ry
A6 A8 A9
< z
Of
A7 '3 , , I/ I . . .
E� X
--221 ISTING--73' / ", , v- <
TELFFIHONE
TOWER f)
222--
BENCHMARK. LO' 16
DMH —223—,
RIM=223.39
......... Irv,
IN, E�R-1 CR' POSTS (--v
. ....... ..... XISTING
........... XISTING DWELLING
TREE LINE(TYP.)
20-
0, OT 15
50-00' EXISTING
w 0
N 03-02' CONCRETE PAD
ACCESS
EASEMENT E 0 cu,),
-0
'LOT 19 35
LOT 14 0 (0
:3 C) 0
u� OE
E
En
CCESS DRAINAGE LOT 13 to
�J)
EASEMENT
LOT 12
0
0
C=)
(L
CY)
LOT 11 14
Q=
Of 40' 80' 120' Acad No./ 10-4575-S
File No. 10-4579: