HomeMy WebLinkAbout4105-2EXISTING
NORTH
R/W
i --
20'
64'
40'
20'
VARIES
9'-10.5' ------- sk--
MIN, MAX.
VARIES
--- - -----------
-(D
JOIN EXIST.
CERES AVENUE
STA. 10+67.39 TO STA. 11+61
STA. 21+66 TO STA. 27+28
NOT TO SCALE
64'
40'
------ VARIES
CERES AVENUE
STA. 32+56 TO STA. 35+18
NOT TO SCALE
64'
40'
05 5� 6.5'
20' 20'
m m
w m
M 11' 9' 11 12'
o Lij
LL- D LJ z u-
0 OZ -j 0
uj -j uj
14 STA. 27+28 TO STA. 32+56 VAR I ES
9 5' 6
5'- 7
5'
f%
EXIST. GROUND
ZEE]
STA. 15+76 TO STA 16+77
STA. 17+74 TO STA. 18+71
STA. 20+18 TO STA. 21+66
STA. 22+25 TO STA. 23+53
STA. 25+08.05 TO STA. 26+08
STA. 26+95 TO STA. 27+88
STA. 28+63 TO STA. 29+25
— 12'
6.5' 1 5�
2:1 TYP
EXIST. GROUND
LIMIT OF GRADING
.
.
2:1 TYP 2% MIN. MAX 3 2:1 TYP
LIMIT OF GRADING
VARIES VARIES
LIMIT OF
1,27,,-2,8% 2%
EXIST. GROUND
77,
GRADING
1-57--227.
-A
EXIST. GROU D 4 22-5+00 TO STA. 26+08
STA. 26+05 TO STA. 27+88
N
JOIN EXIST. JOIN EXIST. STA. 28+63 TO STA. 29+25
CERES AVENUE STA. 29+91 TO SIA. 32+56
STA. 25+05�24 NOT TO SCALE STA. 27+28 TO STA. 27+88
TO STA. 27+28 STk 28+63 TO STA. 29+25
STA. 29+91 TO STA. 32+56
LEGEND
m
cr-
EAST
AC PAVEMENT (THICKNESS PER PLAN)
01
SAWCUT & REMOVE EXIST. AC PER DETAIL "A"
0
:D Lj
U z
SHEET 7
Lu
VARIES
__j
A
CONSTRUCT 4" AC PVMT OVER 6" CLASS 11 AB
0
8'-9.5'
OVER 12" MIN 95% COMPACTED NATIVE SUBGRADE
u<
MIN. MAX,
5'
2:1 TYP 2%
COLDMILL & OVERLAY
LIMIT OF
1.5%-3.8%
GRADING
4
EXIST. GROU D
OCOLDMILL
EXISTING
NORTH
R/W
i --
20'
64'
40'
20'
VARIES
9'-10.5' ------- sk--
MIN, MAX.
VARIES
--- - -----------
-(D
JOIN EXIST.
CERES AVENUE
STA. 10+67.39 TO STA. 11+61
STA. 21+66 TO STA. 27+28
NOT TO SCALE
64'
40'
------ VARIES
CERES AVENUE
STA. 32+56 TO STA. 35+18
NOT TO SCALE
64'
40'
05 5� 6.5'
20' 20'
m m
w m
M 11' 9' 11 12'
o Lij
LL- D LJ z u-
0 OZ -j 0
uj -j uj
14 STA. 27+28 TO STA. 32+56 VAR I ES
9 5' 6
5'- 7
5'
f%
EXIST. GROUND
ZEE]
STA. 15+76 TO STA 16+77
STA. 17+74 TO STA. 18+71
STA. 20+18 TO STA. 21+66
STA. 22+25 TO STA. 23+53
STA. 25+08.05 TO STA. 26+08
STA. 26+95 TO STA. 27+88
STA. 28+63 TO STA. 29+25
— 12'
6.5' 1 5�
2:1 TYP
EXIST. GROUND
LIMIT OF GRADING
.
.
2:1 TYP 2% MIN. MAX 3 2:1 TYP
LIMIT OF GRADING
VARIES VARIES
LIMIT OF
1,27,,-2,8% 2%
EXIST. GROUND
77,
GRADING
1-57--227.
-A
EXIST. GROU D 4 22-5+00 TO STA. 26+08
STA. 26+05 TO STA. 27+88
N
JOIN EXIST. JOIN EXIST. STA. 28+63 TO STA. 29+25
CERES AVENUE STA. 29+91 TO SIA. 32+56
STA. 25+05�24 NOT TO SCALE STA. 27+28 TO STA. 27+88
TO STA. 27+28 STk 28+63 TO STA. 29+25
STA. 29+91 TO STA. 32+56
LEGEND
CONS7rRUCTION NOTES
EAST
AC PAVEMENT (THICKNESS PER PLAN)
01
SAWCUT & REMOVE EXIST. AC PER DETAIL "A"
SHEET 7
AB (THICKNESS PER PLAN)
CONSTRUCT 4" AC PVMT OVER 6" CLASS 11 AB
4" PCC SIDEWALK
OVER 12" MIN 95% COMPACTED NATIVE SUBGRADE
r=
AC REMOVAL
CONSTRUCT 6" C&G PER FONTANA STD 1003
COLDMILL & OVERLAY
CONSTRUCT PCC WALK PER FONTANA STD 1015
CONSTRUCT 6.5" AC PVMT OVER 9.5" CLASS 11 AB
OVER 12" MIN. 95% COMPACTED NATIVE SUBGRADE
OCOLDMILL
0.10' MIN. EXIST. PAVEMENT & OVERLAY
0.10' MIN. WITH TACK COAT
2:1 TYP
LIMIT OF GRADING
2:1 TYP
LIMIT OF GRADING
EXIST, GROUND
32'
VARIES -V
CITRUS AVENUE
STA. 501-55.48 TO STA. 52+
NOT TO SCALE
EXISTING
WEST
R/W
VARIES 30 $ TO 94'
30'
10' - 2 0' ---------
4.5' 1 5.5�'
10'
14.5 55
--vw�
m
0
30'
20'
44'
32'-
23.5'—, --
VARIES
0' TO 19'
VARIES 0' TO 64'
VARIES 18' -1-0 58' —
VARIES 30'-32'
z
:3--
0
STA. 53+96.69 TO STA. 56+01.35
NOT TO SCALE
6 2'
18'
32'
2:1 TYP
LIMIT OF GRADING
EXIST. GROUND
EXISTING
PROPOSED
EAST
EAST
R/W
R/W
EXISTING
WEST
R/W
w L-L-rl% u I L.I# L- I f-% V L- P 'I W L -
STA. 53+96.87 TO STA. 54+87.57
NOT TO SCALE
6 4-'
32'
VARIES V
---AR I L -S.
OLEANDER AVENUE
STA, 50+50.84 TO STA. 53+03.70
NOT TO SCALE
55 0. 5'
TYP
ST. GROUND
ADING
Lu 6.5' 5'
cn EXIST. GROUND
2%
4
2:1 TYP
LIMIT OF
GRADING
DATE'.
08/28/06
--
SHEET NO
2 OF 7
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