HomeMy WebLinkAboutTED4003310.2A
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EXISTING
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I
r
I
155E
12"0 @
STA 1+05
CB#1 - T
6.5'LT
P II
EAD
0
E
"x6" TEE
= 25.51'
8"x
EL -
' TEE
zs
Z5�4Y-
�8"x6'
EL =
TEE
5.25'
EX S
MH
.14'
RIM EL = 3
W SOLID
RIM EL =
INV EL =
CONTRAC
INV EL PR
OF THEN
31.22'
�r.5 12 IN
R TO VERIFYEX
OR TO CON
W LINE
(E)j.L�p
12"
TRUCTION
114V
STA 2+60
CB #2
RIM EL -
EL =
INV EL
6.5' LT
ELBn
TEE
Ztv.35
=
TYPE 1
30.50'
-12" Z
r�
co
0
0
O
0
1+00
IPj �p
2+00
TTTRIA i 1INF_ pIRTIFii F_
SCALE H OR Z. 1 "10'
VER T. 1 "= 5'
76' ALLEY
4" AC/ CLASS "B"
SURFA CI vI G (MIN. SEC j
2" CRUSHED SURFACING
TOP COURSE(5/8" MINUS)
4 " CRUSHED SURFACING
BASE COURSE(1-1/4" MINUS)
GRAVEL BASE AS NECESSARY
TO STABILIZE PAVEMENT
PRI VA TE ALLEY SECTION
V / S
"AS -BUILT" NOTE; ,EXPIRES 6/22/07
"AS -BUILT" IS BASED ON A ACTUAL FIELD SURVEY
BY TOUMA ENGINEERS AND INFORMATION SUPPLIED
BY CONTRACTOR.
EXPIRES 6 /22/07
RECOMMENDED
FOR APPROVAL
BY DATE C-$4
BY DATE
BY DATE
BY DATE
BY DATE
33ioo2
AT) i2. 3 to �3� SCANNED OCT 2 7 2006