HomeMy WebLinkAbout2708-2PROFILE SCALE:
HORIZ. 1"-40'
VERT. 1 "=4*
NOTE TO CONTRACTOR:
CONSTRUCTION FROM MANHOLE #1 TO WESTERLY
TRACT BOUNDARY SHALL REQUIRE TRAFFIC CONTROL
ALONG CITRUS AVENUE.
EXIST.
4" C
EXIST.
MH. #1
WATER LINE LOCATION
10+00
CITRUS AVENUE
10+00.00 C.L. INT.
"ELS =101+33.98 CITRUS AVE, I I
PER STREET PLAN Li
JJl
10+04.89 C.L. M.H.#1
=4+81.44 CITRUS AVE.
101+29.09 ST. STA.
REMOVE AND REPLACE
EXISTING PAVING TO THE
SATISFACTION OF CITY ENGINEER
CONTRACTOR TO POTHOLE
ALL EXISTING UTILITIES
BEFORE CONSTRUCTION.
THE WATER LINE LOCATIONS AS SHOWN HEREON ARE BASED ON OUR
UNDERSTANDING OF THE INTENDED LOCATIONS ONLY. CONTRACTOR
SHOULD VERIFY ALL WATER SYSTEM COMPONENTS PER PLANS BY
FONTANA WATER COMPANY DATED 2/27/90.
Pool
11+00
ELWOOD AVENUE
SEE SHEET 4
W
ow
-4--4 . . . . . . . . . . . . . . . . . . . . .
3
_P 0
C%41 5
+
4t.
L
+
4m
co (n ------
4,
. .........
0
�z
12+00 13+00
14+00
LENGTH
(0
II
V V
I IN L) tal. R
L VD I
0.74'
0*02'06"
CONSTRUCTION
NOTES,
1'5'52"
INSTALL STANDARD
0
PER CITY OF FONTANA
STANDARD DETAIL
10+00.00 C.L. INT.
"ELS =101+33.98 CITRUS AVE, I I
PER STREET PLAN Li
JJl
10+04.89 C.L. M.H.#1
=4+81.44 CITRUS AVE.
101+29.09 ST. STA.
REMOVE AND REPLACE
EXISTING PAVING TO THE
SATISFACTION OF CITY ENGINEER
CONTRACTOR TO POTHOLE
ALL EXISTING UTILITIES
BEFORE CONSTRUCTION.
THE WATER LINE LOCATIONS AS SHOWN HEREON ARE BASED ON OUR
UNDERSTANDING OF THE INTENDED LOCATIONS ONLY. CONTRACTOR
SHOULD VERIFY ALL WATER SYSTEM COMPONENTS PER PLANS BY
FONTANA WATER COMPANY DATED 2/27/90.
Pool
11+00
ELWOOD AVENUE
SEE SHEET 4
W
ow
-4--4 . . . . . . . . . . . . . . . . . . . . .
3
_P 0
C%41 5
+
4t.
L
+
4m
co (n ------
4,
. .........
0
�z
12+00 13+00
14+00
•
Im
15+00 16+00
CURVE RADIUS
LENGTH
DELTA
Ll 1205.00'
V V
I IN L) tal. R
L VD I
0.74'
0*02'06"
CONSTRUCTION
NOTES,
1'5'52"
INSTALL STANDARD
MANHOLE
PER CITY OF FONTANA
STANDARD DETAIL
112.
78
79
16+98 IGf q5
17+48 i74 -4b
INSTALL 8" EXTRA
STRENGTH
VITRIFIED CLAY PIPE PER
CITY OF FONTANA
STANDARDS
AND SPECIFICATIONS.
80
18+00 te)+Co
LOT
DESIGN "AS—BUILT"
INSTALL 4" SEWER
LATERAL AND
HOUSE CLEANOUT PER
NO.
STATION STATION
CITY OF FONTANA
STANDARD
DETAIL 125. (SEE GENERAL NOTE
14)
SEWER
LATERAL LOCATION
BENCHMARK:
REVISIONS
UNDERGROUND SERVICE ALERT
-
CALL TOLL FREE: (800) 422-4133
R.R. SPIKE ON PP# 674320E AT THE INTERSECTION OF JURUPA AVENUE /1\ RECORD
0PAWING
R
AND MULBERRY AVENUE.
ul
ELEV. 918.40
TWO WORKING DAYS BEFORE YOU DIG
•
Im
15+00 16+00
CURVE RADIUS
LENGTH
DELTA
Ll 1205.00'
22.25'
1.03'46"
L2 1205.00'
0.74'
0*02'06"
L3 1200.00'
22.99'
1'5'52"
PPROVA
ENGR'SL PRODATE APPROVAL I DATE
gIff QIC.1021 T2A I)*./.*
17+00
18+00
LEMON AVENUE
SEE SHEET 4
50'
ERE= 11"
19+00
DII
W.
9
PREPARED BY:
CITY OF FONTANA
� ] PHB & ASSOCIATES.,INC
1620 SOUTH GRAND AVENUE, GLENDORA, CALIFORNIA 91740
(626) 914-6256 FAX (626) 914-5756 Drawn by: S O U T H R I D G E VILLAGE Scale:
AET
Approved: Designed by: TRACT 14758 Date:
Robert J. rman, R.C.E. 42723, Exp. 3 on nnt- HdCH MM SEWER IMPROVEMENT PLANS MARCH, 1998
Checked by: Dwg. No. 2
E=/RS CITY ENGINEER, RCE 25126 Date 2708
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