HomeMy WebLinkAbout917SITE
Z lgv% ST
.rQ21
- — -
3'
11'
O3
AIR 8 VACUUM RELEASE VALVE TO BE RELOCATED
3 5 T 0
+47
.,
_
Z
Lu
PROPOSED ST. R/W
kATHER 3' OVER
'I
O -
I 6.0'
p
O
'
EI?GE OF EXIST. PMA?T
?9+ W. 92a
oW
0
13:t OFF 4
j4"/ET
W
U
—
m
EXIST. R4VM'T7
=
BASELINE RD.
VICINITY MAP
0
2
J
I 1
oc
. m1 1
s` , 0+00 t Im, st
= 40+43.22 4- BERYL I 3;T;4 0+53.5
2
STA 0+43.3
T 33 '
a A °♦
- — -
3'
11'
O3
AIR 8 VACUUM RELEASE VALVE TO BE RELOCATED
3 5 T 0
+47
.,
_
MAIL BOX TO BE RELOCATED
32'
PROPOSED ST. R/W
kATHER 3' OVER
'I
O -
I 6.0'
p
O
'
EI?GE OF EXIST. PMA?T
?9+ W. 92a
I
0
13:t OFF 4
j4"/ET
9+84.62
-'
2%t
INSTALL STOP SIGN PER CITY STD. NO 402
EXIST. R4VM'T7
39+76.92
' 013-COSTRUCT
12 EXISTING GROUND
39+68.22
8
CONSTRt,JCT 5"
OVER 4' CLASS
A.C.
II A.
�0��''
CONSTRUCT 8" CURB 8 24" GUTTER
PER STD. DRWG. 303
Z
12* WATERLINE
H;
TYPICAL
�Y
W
a6
°6 I�_ ;
tr
M111
0
g
� �; ;
p
W
~�
N —
M
ap F= Z
+t�
U)
x
In'wm
W.
CURB
RETURN
CURVE DATA
A =
90° Id
06"
R ' =
30'
T
30.09,
L
47 21
ENCASE EXISTING 12" WATERLINE PER
GGW.D STD. #23 (6" THICK
/000'CONC.) BETWEEN STA
0447 8 1+25
7 jM 1+33
777
` 19tt, 5T. FCN 89' 36' 15"E)
fE.P. ♦ ♦
♦ ♦ M Q
--
OT 52.10 E.C.R. 12 10 �`y�' EXIST ST. R/W
39+ 81.12 B.C.R. 9 o PROPOSED ST' R/W
PROPOSED R.C.B. EXTENSION
AND STREET WIDENING BY
CITY OF RANCHO CUCAMONGA
q:gzw3
CURB 8 GUTTER PROPOSED BY CITY
OF RANCHO CUCAMONGA
PROPOSED 6"WIDE WIDE SIDEWALK BY CITY
EN AGAPE OF RANCHO CUCAMONGA
FELLOWSHIP C"CH
GENERAL PLAN
111= 40'
0
0- ADJUST WATER VALVE TO GRADE
STREET LIGHT POLE TO BE RELOCATED BY OTHERS
3'
11'
O3
AIR 8 VACUUM RELEASE VALVE TO BE RELOCATED
EXISTING ST. R/W
BY OTHERS PER C.C.WD. STD. NO. 7
t 19th ST.
MAIL BOX TO BE RELOCATED
32'
PROPOSED ST. R/W
kATHER 3' OVER
'I
O -
I 6.0'
1EXIST. PAVM'T AS
QIRECTED BY STATE'S
PECTOR
EXISTING TELEPHONE BOX ( ADJUST TO GRADE)
EI?GE OF EXIST. PMA?T
0.5 I
I
0.10'
13:t OFF 4
j4"/ET
_
-'
2%t
INSTALL STOP SIGN PER CITY STD. NO 402
EXIST. R4VM'T7
- ___
' 013-COSTRUCT
12 EXISTING GROUND
CONSTRt,JCT 5"
OVER 4' CLASS
A.C.
II A.
�0��''
CONSTRUCT 8" CURB 8 24" GUTTER
PER STD. DRWG. 303
EXIST
12* WATERLINE
TYPICAL
ROAD SECTION
ENCASE EXISTING 12" WATERLINE PER
GGW.D STD. #23 (6" THICK
/000'CONC.) BETWEEN STA
0447 8 1+25
7 jM 1+33
777
` 19tt, 5T. FCN 89' 36' 15"E)
fE.P. ♦ ♦
♦ ♦ M Q
--
OT 52.10 E.C.R. 12 10 �`y�' EXIST ST. R/W
39+ 81.12 B.C.R. 9 o PROPOSED ST' R/W
PROPOSED R.C.B. EXTENSION
AND STREET WIDENING BY
CITY OF RANCHO CUCAMONGA
q:gzw3
CURB 8 GUTTER PROPOSED BY CITY
OF RANCHO CUCAMONGA
PROPOSED 6"WIDE WIDE SIDEWALK BY CITY
EN AGAPE OF RANCHO CUCAMONGA
FELLOWSHIP C"CH
GENERAL PLAN
111= 40'
0
0- ADJUST WATER VALVE TO GRADE
BENCHMARK
B.M. *53, CHISELED "Oil
BY WEST CURB RETURN,
SOUTHWEST CORNER,
BERYL AND ORANGE
ELEV. 1591.537
DESCRIPTION OF REVISION J DATE
41 -
CITY OF RANCHO CUCAMONGA
PLAN AND PROFILE
19TH. STREET IMPROVEMENT
67A. 0+22 TO STA 1+25
APPROVED BY
STREET LIGHT POLE TO BE RELOCATED BY OTHERS
DATE/- _
O3
AIR 8 VACUUM RELEASE VALVE TO BE RELOCATED
BY OTHERS PER C.C.WD. STD. NO. 7
' -
MAIL BOX TO BE RELOCATED
O5
FIRE HYDRANT TO BE RELOCATED BY OTHERS PER
DRAWN
C. C.W.D. STD. NO 3
O -
POWER POLE ( PROTECT IN PLACE)
Q
EXISTING TELEPHONE BOX ( ADJUST TO GRADE)
8
�
EXISTING TELEPHONE POLE (PROTECT IN PLACE)
O9
CONSTRUCT 8" CURB 8 GUTTER PER STD. DRWG. 303
10
CONSTRUCT 5" A.C. OVER 4" CLASS U A. B.
CHECKED
MATERIAL
II ----
INSTALL STOP SIGN PER CITY STD. NO 402
12
CONSTRUCT SIDEWALK -PEP r QTY STD. 310
' 013-COSTRUCT
HANDICAP RAMP PER CITY STD. 310
BENCHMARK
B.M. *53, CHISELED "Oil
BY WEST CURB RETURN,
SOUTHWEST CORNER,
BERYL AND ORANGE
ELEV. 1591.537
DESCRIPTION OF REVISION J DATE
41 -
CITY OF RANCHO CUCAMONGA
PLAN AND PROFILE
19TH. STREET IMPROVEMENT
67A. 0+22 TO STA 1+25
APPROVED BY
DATE/- _
CITY ENGINEER
R.C.E. NO. 23889
DESIGN
G -M.
BIL
1814
MANN 81 ASSOCIATES
COMMERCENTER WEST
RECOMMENDED
DRAWN
SUITE
A
SHEET
SAN
BERNARDINO, CA 92408
4
G M
(714)
885-4309
CHECKED
R.C.E. NO 14326
DRAWING NO.
B.M.
DATE
8 FILENQ,—FL--22
( 917
O