HomeMy WebLinkAbout2481-2.tif0
40
r
.L1
cr
v
0
w
L
v
c
0
L
LO
r-
m
i
CL
Q
i
w
F-
0
1
IL
Temporary Construct ion
Easement
North'
52
Var i es
12' 40'
+0.03' PG
Level Line 0.0'
Temporary Construction
R/W Easement CONSTRUCTOON H07ES
521 South
Varies CONSTRUCT NEW PAVEMENT SECTION. STRUCTURAL
40 121SECTION IS 6 112 INCHES A . C. PAVEMENT OVER 4 INCHES
CRUSHED AGGREGATE BASE.
+01,031' CONSTRUCT 8 " CONCRETE CURB' AND GUTTER
-0,21"
�, PER CITY STANDARD DETAIL 101.
------2'-�--------- '2'X -- 2�1 ` " "
„�I �,� r�� _X�„� Anrn PER nrTT f SHE -E!'' 1199
O v CONSTRUCT 8 " ASPHALT CONCRETE DIKE PER
0
CITY STANDARD DRAWING 136. R/W R/W
:2) n6 Westq If East
NS 25 25
CONSTRUCT GRADED SWALE.
1
CONSTRUCT NEW PAVEMENT SECTION. STRUCTURAL
SECTION IS 33% INCHES A.C. PAVEMENT OVER 4 INCHES
CRUSHED AGGREGATE BASE.
10
CONSTRUCT NEW PAVEMENT SECTION. STRUCTURAL
SECTION IS 3 INCHES A.C. PAVEMENT OVER 4 INCHES
CRUSHED AGGREGATE BASE.
SOUTH HOONLAND AVENUE
T. 1.=9.5
STA 92+00 TO STA 97+00
STA 61- 00- T�� S�AST68�a�o STA � 13+05 TO STA 119V3-19
STA 66+00
Temporary
IwSIwEasementt
i onNo-th South
52' 52'
� arias
12 40' 40' 12'
Varies
0' -12' �
_ _ P�
0.0' � +0.03'
--- -0.21'Level Line201
�► 7.5: 1
-'
(To Daylight
♦Note: For Countour Grading
Limits Use 0,5% to Catch
Original Ground
Sta 69+00 to Sta 73+00
Sta 82+30 to Sta 83+60
Sta 97+50 to Sto 100+00
R/fir South
North
52 52
12' 20' 20' I 40' 12'
I PG +o. 03'
-0.8 , 0 0 I -0.21
4 Vari-- - Level Lini-�__ 4X _ -- --rte- --------- - -
Uzleege " Sesviee Alw6
-.O�M1ia
13CUva HOGHLAND AVENUE
T. 1.=9.5
STA 50+5 TO
TA 3+50 STA 72+50 0 STA 80+5
STA 69+50 TO �TA 10+50�STA 100+00 TO STA 102+00
"CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE
FOR OR LIABLE FOR. UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL
CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE
PREPARER OF THESE PLANS."
Temporary
Easement
or 1 es -1
2:1
Vqr i es
0 to 11.5' Varies ! Varies
I
i PG Existin
Surfacing
g
6
ares 1
KNOX AVENUE
T. I.=!6.o
STA -15+50 TO STA., 17+89.82 R/W
�
46 , E�?
st
_�_ 46
West
T
10" Vor ! Varies
PG
I
Var i es 2% ' 2%
KNOX AVENUE
T.1. --=6. 0
STA. 17+69.82 TO STA. 19+30
West
I_ n 46' _�_ 46'
Temporary
�Ist /Easement
4 Vor t es I
10' ! 34' 12'
PC
I+0.24 '
0.0 0.0
6
5x - - -2x-Leve 1 _Line 2x_ _ 2:1
KNOX AVENUE
T,, 1, =7.0
STA. 19+30 TO STA. 25+05
M Na M s cr e 1
SOUTH
HOOHLAND AWENUIR
T. 1.=9.5
STA
49+0
TO
STA
0+50
STA
53+5
TO
4+50
STA
71+50
TO
STA
72+50
STA
56+0
TO
JTA
TA
1+00
STA
80-F50
TO
STA
81+50
STA
68+50
TO
STA
69+50
STA
97+00
TO
STA
900��-000
CTA
4 4 4 1AA
Tf1
CTA
A 1 21AA R/W
R/fir South
North
52 52
12' 20' 20' I 40' 12'
I PG +o. 03'
-0.8 , 0 0 I -0.21
4 Vari-- - Level Lini-�__ 4X _ -- --rte- --------- - -
Uzleege " Sesviee Alw6
-.O�M1ia
13CUva HOGHLAND AVENUE
T. 1.=9.5
STA 50+5 TO
TA 3+50 STA 72+50 0 STA 80+5
STA 69+50 TO �TA 10+50�STA 100+00 TO STA 102+00
"CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE
FOR OR LIABLE FOR. UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL
CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE
PREPARER OF THESE PLANS."
Temporary
Easement
or 1 es -1
2:1
Vqr i es
0 to 11.5' Varies ! Varies
I
i PG Existin
Surfacing
g
6
ares 1
KNOX AVENUE
T. I.=!6.o
STA -15+50 TO STA., 17+89.82 R/W
�
46 , E�?
st
_�_ 46
West
T
10" Vor ! Varies
PG
I
Var i es 2% ' 2%
KNOX AVENUE
T.1. --=6. 0
STA. 17+69.82 TO STA. 19+30
West
I_ n 46' _�_ 46'
Temporary
�Ist /Easement
4 Vor t es I
10' ! 34' 12'
PC
I+0.24 '
0.0 0.0
6
5x - - -2x-Leve 1 _Line 2x_ _ 2:1
KNOX AVENUE
T,, 1, =7.0
STA. 19+30 TO STA. 25+05
M Na M s cr e 1