HomeMy WebLinkAbout1704-4I�
Nafura/
,
Ad
' Ground
rill
r
w'o e
�I
nv
V
C
volural
Ground I
5`
i
--0.20 A.G.
—..
/74/,
EXisfiir9 / 411o"-�'
A414 Max.
0.20'A.C. 'e
No le .' �er7ce to be ( Typ e 46 W w/ M
Me /a/ Pmv I -s er 5 A 4 78 - 7
FENCE INSTALLATION SECTIONS
/,er' "el V Co • /-211/// /2%�
Sj
opt
PROJECT ENGR. DATE DESIGN ENGR. DATE
R/w
I_
9.51
Top 0fZ
951
r• R/W
r: 4, VT U irc c -
3' Width as Shown on plans 3'
SECTION
TYPICAL DRIVEWAY APPRO
Varies 2'10 4'
Oro dc To
Y19 - - _ , d roin 5/ooe , a'
Sierra A venue
'00"
�arle�
C.)1010
T ical Sou
yp fh Of
Sierra Avenue
55'
Varies - 44'W?.
Varies D'to 24'
0.33' Type 5
A sphall Concrelc
0
T ica/ Nor/h Of ,
-2%(Typ.)
Varies I3'to 14'
PLAN
ACHES
A rms fTong Road
Varies /0'/0II'
25'
Varies 0' fo /0 2'
0.25' (Min.) Type 6 A A sph oll Concre fe 0.33' 7 -yo e 6
A sph all Concre /e
Existing
Surfacing
Varies Varies
c,8 Alpha/f Goncrefe - Leveling Course As Required
ARMSTRONG ROAD
Impro vem&r7 1
//0
r
new
1.5 1 5/0190--'�
Varies 3' to 13'
55'
1
DIST. COUNTY ROUTE POST MILES -TOTAL PROJECT SHEET TOTAL.
SHE
ap
N0.
08 a 39
R�ISTEWRED CIVIL EI`IOINEER NO. °20 7S
Irys c /9 7 7
Date Approved g� '
A.
SECTION N0.
lmp�ovemenf
1 . �
NOTE •' Xee Sfieef No M
dor Erosion Con fro/
Quon fiIles.
7.50' JV :f25 r Avera e
ZlnnIXS of Erosion 6-0171ro/
0
I I�z : I �� � r�.C�•
SECTION NO., 2
EROSION CONTROL SECT -IONS
Leve/'ng Cou se as �ey�i�rd
STA. 168+64.22 TO STA. 171+ 1'6o76
SIERRA AVENUE
TYPICAL.CROSS SECTIONS.......
SCALE I = 51
C�
A.C. DikeL,
NOTE •' Slope Rounding A5 Direc/`ed
by The ,Englr7eer•.
c c 0 9//0
LEGEND
Alpha/t Ooncrete 71pe B
over Nafive Valeria'/
Open rTraded , sSOha/f Caocrefe
o ver A`saha/t Co;7er4&fe
Ori9 ir7 al 61-oun4�
_== E,risfinq 5urfacir79
A�SL L
CORRECTIONS BY
DATE.
TYPICAL CROSS SECTIONS
FENCE INSTALLATION SECTIONS
TYPICAL DRIVEWAY APPROACHES
EROSION CONTROL SECTIONS
1
a'
110 39 �.