HomeMy WebLinkAbout4144-8o.c: Or.
FROM U. OF STA. 36+83.15 TO RT. OF STA. 37+49.29
RT. OF STA. 35+74.34 TO RT. OF STA. 37+U6.18
FROM
FROM LT. OF STA. 35+83.46 TO LT. OF STA. 37+49.29
TYPICAL.S.ECTION.
'SAN BERNARDINO AVENUE '
AT HEMLOCK AVENUE
O.G. (TYP.)
TYP. IN
-OR FILL
:I O.G. (TYP.)
• 1.1' 11' 6'
VAR. # - - -
o Q.
-2X y �? 2:1 TYP. IN
CUT OR FILL. .
6' O.G. (TYP.)
o a
:..v _j - --
CL
2% &VAR. ..---- 2:1 TYP. IN
. .. o UT OR FILL
O:G. (TYP.)
SEE. PLAN.. 5
a:
6' 25' 20•
1 17' v
O.G. (TYP.) O.G. (TYP.)
.O8'
2:1 TYP.. IN 2 & VAR- - &VAR.
CUT OR FILL 21 lYP. IN _ . — — —.. _
CUT OR FILL
07-1
FROM STA. 46+51 TO STA. 49+08
TYPICAL SECTION
SAN BERNARDINO AVENUE
AT BEECH AVENUE
O.G. (rrP:)
ri rrP. i
CUT OR Fl
2:1 TYP. IN
CUT OR FILL -r—\
2:1 nrP41 IN
CUT OR. Flu
FROM STA. 47+35 TO STA. 49+06
TYPICAL SECTION
SAN BERNARDINO AVENUE
AT BEECH AVENUE
o:c. (TYP-)
TYP. IN
OR FILL
FROM STA. 50+16 TO STA. 51+50
TYPICAL SECTI.QN-
SAN
BERNARDINO AVENUE
AT BEECH AVENUE
O.G. (TYP.)
2:1 TYP. IN
CUT OR FlU
FROM STA. 20#54.55 TO STA. 20+96.60
TYPICAL SECTION
BEECH AVENUE
AT SAN BERNARDINO AVENUE
O.G. (TYP.)
O.G.r- (TYP-)
2:1 TYP. IN
CUT OR FILL
FROM STA. RT 60+25.80 'f0 STA. 61+97..21
#FROM STA. RT 63+13 TO STA. 63+91.96
TYPICAL SECTION
SAN BERNARDINO AVENUE
AT FONTANA AVENUE
CONSTRUCTION & UNDERGROUND UTILITY LEGEND -U-)
O.G. (TYP.) ABBREVIATIONS LEGEND:
A.B. = AGGREGATE BASE
A.C. _ ASPHALT CONCRETE
B.C.R. = BEGIN CURB. RETURN'
2:1 TYP. IN B.P.R. = BEGIN PAVEMENT RETURN
—CUT OR FILL
CB -= CATCH BASIN
C.L. CENTER UNE
D.E. = DRAINAGE EASEMENT
E.C.R. = END CURB RETURN
E.P. = EDGE OF PAVEMENT
E.P.R. = END PAVEMENT RETURN
IMP. = IMPROVEMENT
O.G. ORIGINAL GROUND
P.L, = PROPERTY UNE
P.G. = PROFILE GRADE
P.C.C. = PORTLAND CEMENT CONCRETE
R/W = RIGHT OF WAY
SB CO = STORM DRAIN CLEANOUT
a: SUR. = SURVEY
# 24' 19' & VARIES 3'
t T.C. = TOP OF CURB
T.R.E. = TEMPORARY RIGHT OF ENTRY
101, 9 & O.G. (TYP-)
VARIES
yi-
(SLOPE VARIES) —2X & vAR.
•-------------------
— — 2:.1 TYP. IN
---------------------- ��,: •�t,;t�:�.� CUT OR .FILL
FROM STA. LT 63+99 TO STA. 64+67.13
FROM STA: RT 64+84 TO STA. 66+80
TYPICAL. SECTION
SAN. BERNARDINO AVENUE
AT FONTANA AVENUE
0 CONSTRUCTION. NOTES:
1 SAW CUT & REMOVE existing concrete or asphalt concrete surfacing.
3 PLACE (0:60'. Thk.) Asphalt Concrete over Compacted Native.
5 PLACE (0.40' Thk.) Asphalt Concrete over Compacted Native.
7 PLACE (0.25' Thk.) Asphalt Concrete (Misc. Area)
•8 PLACE Asphalt Concrete Dike per County Std. 117
15 CONSTRUCT T Curb and Gutter per County Std. 115
1.23 CONSTRUCT Asphalt Concrete Sidewalk & Ramp per Special Dwg. 111
FROM STA. 18+53.36 TO STA. 19+49
TYPICAL-- SECTION
BEECH AVENUE
AT SAN BERNARDINO AVENUE
o
c
0
COUNTY of SAN BERNARDINO
SAN 6 Ef � f�IAR DSI N O AMENUE1,
ASPHALT CONCRETE OVERLAY
PPA?o
k Bro'�<
h
DEPARTMENT OF �PU.B LIC WORKS
AT HEMOCK, BEECH o
.
ME
ASPHALT CONCRETE PAVEMENT
o s���
AVENUE
& FONTANAm
PORTLAND. CEMENT CONCRETE
GRADED EARTH
0
DRAWN BY
•
O
RECOMMENDED /APPROVED BY
C
TYPICAL SECTIONS & 16
CL No.
Exp. 12/31/06
DJ
DJ
N
1,
MISCELLANEOUS DETAILS
SUBMITTED BY
+
:'44
CHLEF DESIGN ENGINI=ER DATE
PROPOSED SLOPE
ASSISTANT DIRECTOR DATE
/4
-.�Y
DIE�ECTOR 4F ` - BUe RKS ATE
-
g
EXISTING SLOPE
0
J.L REF. W.O. NO. SCALE SHT. NO. TOT. SHrS. C
7, ;HFO AS SHOWN �. 23
JL. 822 ........: . ..:.:. Q� 3:.. 3
,..., .
NO CHANGES
Z
---G
GAS UNE
----S_
SEWER MAIN
--W_
WATER UNE
E
ELECTRIC UNE
T
TELEPHONE LINE
O.G. (TYP.) ABBREVIATIONS LEGEND:
A.B. = AGGREGATE BASE
A.C. _ ASPHALT CONCRETE
B.C.R. = BEGIN CURB. RETURN'
2:1 TYP. IN B.P.R. = BEGIN PAVEMENT RETURN
—CUT OR FILL
CB -= CATCH BASIN
C.L. CENTER UNE
D.E. = DRAINAGE EASEMENT
E.C.R. = END CURB RETURN
E.P. = EDGE OF PAVEMENT
E.P.R. = END PAVEMENT RETURN
IMP. = IMPROVEMENT
O.G. ORIGINAL GROUND
P.L, = PROPERTY UNE
P.G. = PROFILE GRADE
P.C.C. = PORTLAND CEMENT CONCRETE
R/W = RIGHT OF WAY
SB CO = STORM DRAIN CLEANOUT
a: SUR. = SURVEY
# 24' 19' & VARIES 3'
t T.C. = TOP OF CURB
T.R.E. = TEMPORARY RIGHT OF ENTRY
101, 9 & O.G. (TYP-)
VARIES
yi-
(SLOPE VARIES) —2X & vAR.
•-------------------
— — 2:.1 TYP. IN
---------------------- ��,: •�t,;t�:�.� CUT OR .FILL
FROM STA. LT 63+99 TO STA. 64+67.13
FROM STA: RT 64+84 TO STA. 66+80
TYPICAL. SECTION
SAN. BERNARDINO AVENUE
AT FONTANA AVENUE
0 CONSTRUCTION. NOTES:
1 SAW CUT & REMOVE existing concrete or asphalt concrete surfacing.
3 PLACE (0:60'. Thk.) Asphalt Concrete over Compacted Native.
5 PLACE (0.40' Thk.) Asphalt Concrete over Compacted Native.
7 PLACE (0.25' Thk.) Asphalt Concrete (Misc. Area)
•8 PLACE Asphalt Concrete Dike per County Std. 117
15 CONSTRUCT T Curb and Gutter per County Std. 115
1.23 CONSTRUCT Asphalt Concrete Sidewalk & Ramp per Special Dwg. 111
FROM STA. 18+53.36 TO STA. 19+49
TYPICAL-- SECTION
BEECH AVENUE
AT SAN BERNARDINO AVENUE
o
c
0
COUNTY of SAN BERNARDINO
SAN 6 Ef � f�IAR DSI N O AMENUE1,
PPA?o
k Bro'�<
h
DEPARTMENT OF �PU.B LIC WORKS
AT HEMOCK, BEECH o
.
o s���
AVENUE
& FONTANAm
�.� �
�
w � b
31490CS
DRAWN BY
DESIGNED BY
PROJ. ENGR.
RECOMMENDED /APPROVED BY
C
TYPICAL SECTIONS & 16
CL No.
Exp. 12/31/06
DJ
DJ
Q�.
1,
MISCELLANEOUS DETAILS
SUBMITTED BY
+
:'44
CHLEF DESIGN ENGINI=ER DATE
*
CIVT— P�'
Or CAL
ASSISTANT DIRECTOR DATE
/4
-.�Y
DIE�ECTOR 4F ` - BUe RKS ATE
-
g
MARK CHANGES
RESIDENT ENGINEER DATE
J.L REF. W.O. NO. SCALE SHT. NO. TOT. SHrS. C
7, ;HFO AS SHOWN �. 23
JL. 822 ........: . ..:.:. Q� 3:.. 3
,..., .
NO CHANGES
. _ GES
FIELD CHAN .