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NOTES --
1. PULVERIZE A.C. PAVEMENT
WITHIN PROJECT LIMITS.
2, CURB AND GUTTER SHALL BE
CONSTRUCTED FROM STA 22+68 LT
TO STA 24+56 LT AND FROM
STA 173+00 RT TO STA 177+54 RT.
3. EARTH SHOULDER BACKFILL BETWEEN
STA 36+90 RT TO 45+44 RT SHALL BE 3'
4. SEE WALL DETAIL AND TABLE DATA
BELOW FOR HEIGHT AND LOCATION OF WALL.
a
SLOVER AVENUE
� Impe
2% & VAR-- 5% & VAR
0.20' PULVERIZED MATERIAL OR CLASS 11
AGGREGATE BASE (SEE SPECIAL PROVISIONS)
0.25' ASPHALT CONCRETE (TYPE A)
0.20' ASPHALT RUBBER HOT MIX (TYPE A)
IYPICAL SECTION
N�T.S.
STA 26+80 TO STA 173+00
JUNIPER
R/W
30' 30P -1
13'
13, - i - W
-NOTES-
1. CONCRETE RETAINING WALL
SHALL TRANSITION 3' ALONG EDGES
OF EACH AFFECTED CONCRETE
DRIVEWAY APPROACH.
2. MATERIAL: CLASS B CONCRETE
MINOR CONCRETE (MISC. CONSTR.)
3. WHEN AN ABOVE GROUND UTILITY, SUCH AS A
POWER POLE IS PLACED IN SIDEWALK, THE
SIDEWALK SHALL TRANSITION TO 6' WIDE
OVER A DISTANCE OF 5'. SEE PLAN, SIDEWALK
TRANSITION, THIS SHEET. THE EXCEPTION IS
WHERE THERE IS NOT ENOUGH R/W FOR
SIDEWALK WIDENING, I.E. STA 31+70± LT.
.................
1 1/2:1
a
....... ...
25$
2.58' 2.83' 6?p
lid 7 TYP.
VAR. --.e I
HE
22���
#4 or #5 @ 12" O.C.
00
0.25' ASPHALT CONCRETE T -T
TYPE A OVER NATIVE SOIL
00
I I =I
EXISTING EP
0.25' ASPHALT CONCRETE TYPE A
SLOPE PAVING (WHERE SHOWN ON THE PLANS)
SLOVER AVENUE
IMP*
52' OR 82'
_rr% rl f, $
VAII
CUT LINE -
EE NOTE
PROFILE
: 1
JTTER
115
SLOVER AVENUE
(� Impe
2 p
VARIES 40' OR 48'
I - 15' OR 40'
N�T.S�
OrA 4)4iOlP/-. M
A.C. DIKE lX* 1*41
PLAN, -SIDEWALK TRANSITON
N.T.S.
ALL DATA TABLA
STATION
3 �
Q
4,V
�
50
36'
OR
40$
LT
2% & VAR-- 5% & VAR
0.20' PULVERIZED MATERIAL OR CLASS 11
AGGREGATE BASE (SEE SPECIAL PROVISIONS)
0.25' ASPHALT CONCRETE (TYPE A)
0.20' ASPHALT RUBBER HOT MIX (TYPE A)
IYPICAL SECTION
N�T.S.
STA 26+80 TO STA 173+00
JUNIPER
R/W
30' 30P -1
13'
13, - i - W
-NOTES-
1. CONCRETE RETAINING WALL
SHALL TRANSITION 3' ALONG EDGES
OF EACH AFFECTED CONCRETE
DRIVEWAY APPROACH.
2. MATERIAL: CLASS B CONCRETE
MINOR CONCRETE (MISC. CONSTR.)
3. WHEN AN ABOVE GROUND UTILITY, SUCH AS A
POWER POLE IS PLACED IN SIDEWALK, THE
SIDEWALK SHALL TRANSITION TO 6' WIDE
OVER A DISTANCE OF 5'. SEE PLAN, SIDEWALK
TRANSITION, THIS SHEET. THE EXCEPTION IS
WHERE THERE IS NOT ENOUGH R/W FOR
SIDEWALK WIDENING, I.E. STA 31+70± LT.
.................
1 1/2:1
a
....... ...
25$
2.58' 2.83' 6?p
lid 7 TYP.
VAR. --.e I
HE
22���
#4 or #5 @ 12" O.C.
00
0.25' ASPHALT CONCRETE T -T
TYPE A OVER NATIVE SOIL
00
I I =I
EXISTING EP
0.25' ASPHALT CONCRETE TYPE A
SLOPE PAVING (WHERE SHOWN ON THE PLANS)
SLOVER AVENUE
IMP*
52' OR 82'
_rr% rl f, $
VAII
CUT LINE -
EE NOTE
PROFILE
: 1
JTTER
115
SLOVER AVENUE
(� Impe
2 p
VARIES 40' OR 48'
I - 15' OR 40'
N�T.S�
OrA 4)4iOlP/-. M
A.C. DIKE lX* 1*41
PLAN, -SIDEWALK TRANSITON
N.T.S.
ALL DATA TABLA
STATION
HEIGHT
LENGTH
STATION
HEIGHT
LENGTH
26+82,
LT
0,63,
13.7+80,
LT_
0.74'
2- 7 + 0 0,
LT
1.19,
138+00,
LT_
0.75'
27+50,
LT
0. 6 6'
138+50,
LT_
O�762
90,
201
28+00,
LT
0.58'
138+70,
LT
0.58'
28+50,
7 4'
144+25,
LT
0.58'
28+83,
LT
0.58'
144+50,
LT_
1.27 $
30+50,
LT
0.58'
145+00,
LT
2.42'
242'
31+00,
LT
0. 7 9'
146+00,
LT
1 �8T
32+00,
LT
0.70$
146+50,
LT
1. 18'
2641
32+50,
LT_
1.08$
146+67,
LT
0.659
33+00,
LT
1. 14'
150+60,
LT
0.58'
33+14,
LT_
1.26$
151+00,
LT
0. 9 2'
102+85,
LT
0. 58'
151+50,
LT
0.64'
179'
103+00,
LT
0. 65'
152+00,
LT
0. 7 4'
1 04+00p
LT
1.41'
180'
152+39,
LT
0.58
104+50,
LT
139'
160+30,
LT
0.58'
104+65,
LT
0.58'
160+50,
LT_
9 3'
__0.
203'
118+75 ,
LT
2.12'
161+50,
LT
1,99
119 +00,
LT
2.46%
162+33�
LT
0.58'
119+50,
LT_
2.63$
168+44)
LT
1.32$
120+00,
LT
2.9 9'
216'
168+50,
LT
1.31 �
1 20+50p
LT
2.39'
169+00,
LT
1.56
120+91,
LT
0.63'
169+50,
LT_
1.56$
126+93,
LT
0.78'
170+50,
LT
1.50'
293P
127+00,
LT
0.901
171+00,
LT_
1.25$
"128+00,
LT
1 �35'
171+37,
LT
0.58'
128+50,
LT
1.58'
126+92,
RT
1.30'
129+00,
LT
1. 6 6'
45V
127+00,
RT
1.27$
129+50,
LT
1.29'
127+50,
RT
0.71'
98)
130+00,
LT
0. 7 7'
127+90,
RT
0.58'
131+00,
LT
0. 65'
L --i 3 1 +44)
NO CHANGES RESIDENT ENGINEER
V, �qml,
FIELD CHANGES
27, & VAR
0,20' PULVERIZED MATERIAL OR CLASS 11
AGGREGATE BASE (SEE SPECIAL PROVISIONS)
0.25' ASPHALT CONCRETE (TYPE A)
-NOTE'. -0.20' ASPHALT RUBBER HOT MIX JYPE A)
THE LEFT SHOULDER SHALL BE 3' FROM
STA 22+68 TO STA 23+04 AND THEN
TRANSITION TO 6' OVER A DISTANCE OF 20'� TYPIrAl Q17rTinki
STA 22+68 LT TO STA 24+55.4 LT
(�_DAnlKlr D1 ANIr
STRUCTURE
EXCAVATION
t`NDAMKlt"N DI AKIr
SLURRY CEMENT BACKFILL
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