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CONSTRUCTION NOTES
OI INSTALL 18" R.C.P, 1500 - D
2O INSTALL 30" R.C.P., 1500-D
OCONSTRUCT STORM DRAIN MANHOLE PER SAN BERNARDINO
COUNTY TRANSPORTATION DEPARTMENT STANDARD DETAIL N°
208, FOR X, Y AND V SEE PROFILE HEREON. (SEE SHEET 3)
0 CONSTRUCT CATCH BASIN PER CITY OF FONTANA STANDARD
DETAIL N° 121
REMOVE EXISTING CS.P. RISER & JOIN
(�19 INSTALL 24" R.C.P., 1500-D
C7) CONSTRUCT JUNCTION STRUCTURE Ns 4 PER LOS ANGELES CO.
FLOOD CONTROL STANDARD DETAIL N° 2-D 193
(SEE SHEET 3)
OCONSTRUCT CATCH BASIN TYPE "A11 PER SAN BERNARDINO
COUNTY TRANSPORTATION DEPARTMENT STANDARD DETAIL
N° 2061 11X"= 7' OR 21; SEE PLAN. (SEE SHEET 3)
OSEAL END OF PIPE WITH BRICK AND MORTAR, 811 MIN. THICKNESS,
10 REMOVE AND REPLACE A.C. PAVEMENT AS NECESSARY FOR
THE CONNECTION TO THE STORM DRAIN PER CITY OF FONTANA
STANDARD DETAIL N° 131
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CONSTRUCTION NOTES (CONTINUES)
I I CONSTRUCT LOCAL DEPRESSION TYPE A PER SAN BERNARDINO COUNTY
ROAD DEPARTMENT STANDARD DETAIL 203 B. (SEE SHEET 3)
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BENCH MARK 8 , L. ENGINEERING." INC. 1
CITY OF FONTANA NO. FWE Ia. CONSULTING CIVIL ENGINEER
CHIS."O" SLY RIM TEL. M. H. # 134 407 Los An2311 Hyperion Avenue
Angeles California 90027
451 NLY OF R. R. TRACK 0.1 MILE N.WIL-YTe(. (213) 2 2,173
OF HEMLOCK AVE. ELEV 1289.09�•'`�""
Y .
Date 3 -2a b R.E.
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No. 62183 1�00l CN �W" SrE. /O�
W �av6-Ai 02 1. 91730
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ST. STA. 3-F 94.00
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REVISIONS
ENGINEERING DIVISION
DESCRIPTIONS EN G.R DATE TY DATE DRAWN BY SCALE
APP AP J. A.C. NORM DRAIN PLAN I -40 1
- HORIZ.
:�L� stOKMtN SEINER X ING ass' MILLER AVE . I"= 4' - VERT.
DESIGNED BY P L U M A R I A D R•, DATE
H. S HEMLOCK ELEM. SCHOOL 3-24-89 .
CHECKED BY APPROVED BY DWG. NO SHEET
CL. HS. 2 OF 3.
�s CITY ENGINEER R.C.E. 25126 DATE
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BENCH MARK 8 , L. ENGINEERING." INC. 1
CITY OF FONTANA NO. FWE Ia. CONSULTING CIVIL ENGINEER
CHIS."O" SLY RIM TEL. M. H. # 134 407 Los An2311 Hyperion Avenue
Angeles California 90027
451 NLY OF R. R. TRACK 0.1 MILE N.WIL-YTe(. (213) 2 2,173
OF HEMLOCK AVE. ELEV 1289.09�•'`�""
Y .
Date 3 -2a b R.E.
• a.
is
No. 62183 1�00l CN �W" SrE. /O�
W �av6-Ai 02 1. 91730
* Exp, q• 30.0 * (•9109 94,8 • !3/l
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ST. STA,
41- 65,0±
(VERIFY)
ST. STA. 3-F 94.00
�� ��•° CITY O.F. -FONTANAj CALIFORNIA
REVISIONS
ENGINEERING DIVISION
DESCRIPTIONS EN G.R DATE TY DATE DRAWN BY SCALE
APP AP J. A.C. NORM DRAIN PLAN I -40 1
- HORIZ.
:�L� stOKMtN SEINER X ING ass' MILLER AVE . I"= 4' - VERT.
DESIGNED BY P L U M A R I A D R•, DATE
H. S HEMLOCK ELEM. SCHOOL 3-24-89 .
CHECKED BY APPROVED BY DWG. NO SHEET
CL. HS. 2 OF 3.
�s CITY ENGINEER R.C.E. 25126 DATE
22
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