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DRAWING INDEX
SHEET No. I TITLE SHEET
FLOOD
COUNTY
DISTRICT
PLANS FOR CONSTRUCTION OF
STORM- RESTORATION WORK
WEST CUCAMONGA CREEK SYSTEM— MONTCLAIR BASIN No.3— CHINO
WEST
CUCAMONGA
CREEK SYSTEM
2
WEST
CUCAMONGA
CHANNEL — 9th STREET TO A.T.S.F. R.R.
3
WEST
CUCAMONGA
CHANNEL --A.T.S.F.R.R. TO 8th STREET
4
WEST
CUCAMONGA
CHANNEL— G STREET TO D STREET
5
WEST
CUCAMONGA
CHANNEL —CEDAR STREET TO ELY BASIN
6
ELY
BASIN No. I
7 MONTCLAIR BASIN No. 3
CHINO STORM DRAIN (S.H.60 INTERCEPTOR CHANNEL)
8 EAST END AVE.
9 DETAIL SHEET
TO N 0 R TON AVE,
2
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IN ONTARIO , MONTCLAIR AND CHINO, CALIFORNIA
STORM DRAIN
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' P'I' ONT ID y hnctian 145■ RDY Q Park
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THIN
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HARRISON
1 A D D III (' N T O'
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I PROJECT �--- - � � I .
LOCATION MAP
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NO SCALE
34
GENERAL NOTES,
I See Special Provisions for additional construction information, details and traffic control
2 In general, all construction materials and construction methods shall conform to
Part 2 81 Part 3 of the Standard Specifications for Public Works Constructicn
unless. otherwise specified
3 Protect all utilities, poles, signs and existing Improvements In place unless otherwise
directed by the Engineer or noted on these plans. Where relocation of these utilities
are required, the Contractor shall coordinate construction as necessary and as ap-
proved by the Engineer.
a These plans depict all active utilities known by the District to exist at this time
except individual private services.
5 All structures shall be of 560-B-3250 oncrete, unless otherwise specified
6 Embedment clearance Is to outside of main reinforcement and unless otherwise noted
shall be 211 where concrete is poured against forms and 311 where concrete is
poured against earth.
7. The clearance between face of concrete and reinforcing steel shall be measured from
the face of the concrete to the nearest outside edge of the reinforcing steel Clear-
ance tolerance shall not be greater than 1 /4 ".
File No
1 T P-% A r 'T ► 1
LVINJ 1 IZNI. I INV. I:G.CVIt7Jll1. 1 I W
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E M O E
R EC0NSTRUCT
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REVETMENT
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9,P. 1l4 AT .LOCA77I0N5 SHOWN
oN P L AN
TYPICAL GROIN_' DETAIL •
,Y
TYPICAL SECTIC
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REMOVE DAMAGED RAIL � WIRE
REVETMENT AND RECONSTRUCT
PER S P 114 WITH SHEET METAL
BACKING, BACKFI LL AND R EGRADE
TOP OF DIKE
( RESTORATION )
43405 To 44 */0
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Ty FOR CONSTRUCTION WITHIN THIS
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APPROXIMATE DUANI T IES _THIS SHEET REVISIONS SAN BERNARDINO COUNTY
UNCLASSIFIED FILL 50 C.Y. MARK DATE DESCRIPTION BY FLOOD CONTROL DISTRICT
• RAIL 8r WIRE REVETMENT 105 L.F.
WEST CUCAMONGA CREEK SYSTEM
BOTTOM CONTROL I EA.
GROINS 2EA. WEST CUCAMONGA CHANNEL
PROJECT ENGR. DRAWN BY: REVIE ED BY:
9 th STREET TO A.T. a S. F. R.R.
JOHNSON ENGINEERING SUBMITTED BY:
STORM RESTORATION WORK
CHIEF, ENGINEERING DIVISION
CIVIL ENGINEERS RECOMMENDE
C 340 NORTH RIVERSIDE AVENUE A SIST. FLOOD CONT OL ENGINEER DATE SCALEFILE NO. DR.WG. NO.
/ /
RIALTO, CALIFORNIA 92376 APPROVED BY' / 1I-14-80 AS SHOWN 1-2017-30 OF
(714) 874 5555 �CE ZZBU� L ��FLOOD CONTROL ENGINEER _
CEO NTR ACT No. F.-C. 8016 ' Sht. 2 of
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F l,::4 NpT STREjrr WILL BE LONE A7- A f iq-UR E- D^T'EE J5r OTHERS.
. WATER L /N,E J- ocA7'ED w/TN//N THE 57"R,EET ,e/w sflss.t L BE PRoT.�7'Sr�
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IES THIS SHEET
L 2,000 C . Y.
I6o L.F.
JOHNSON ENGINEERING
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i%CIVIL. EN(,INEERS
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L- 340 NORTH � :r. SipF A.';-',UE
RIALTO. GALit=ORNIA 9237t,
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SP 151-C
REVISIONS I SAN BERNARDINO COUNTY
MARK DATE DESCRIPTION BY FLOOD CONTROL DISTRICT
WEST CUCAMONGA CREEK SYSTEM
WEST CUCAMONGA CHANNEL
PROJECT ENGR.
I DRAWN BY:
REVIEWED BY:
7 e
A.T. � S, F
R. R. TO
EIGHTH STREET
SUBMITTED BY: 4/
STORM
RESTORATION WORK
CHTF, ENGINEERING DIVISION
RECOMMENDS Y: Z / J /�i .�
sIST. FLOOD CONTROL E+ NGINEER
DATE
SCALE
NO.
DRWG. NO.
APPROVED BY - ,
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T
11-14-80
qS
NOTEDLFILE
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0 F{J
FLOOD CONTROL. ENGINEER
CONTRACT No. F.-C.
8016
Sht. 3
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9EMOVE DEbR1S �, I
I / L L FR oD�',n RfMovE' ,�M £D F/LL �E RODED RFMovf DEER I S �' Fi L Ro DFo
AREAS
I�Roly fRoNT FROM FRONT o
OF REVETMENT AREAS AE-P ACF PER D �4PFA5 P RtvETME'NT A D
AND SPREAD IN
CHANA/E-L INVE-PZT 30S P /l +, FILL 30 , I SPRPr�•D /N cHANN£L
• i
SECTION A -A SECTION B-B. SECTION C-C
' STA. 6t75t To STA. 0t55* STA, 8t55 Tv STA. it f55 STA. IltSS TO STA. 14f65_t
N. T 5.
N•T S.
N. T S, •
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SAN BERNARDINO COUNTY
FLOOD CONTROL DISTRICT
MARK
DATE
DESCRIPTION
BY
WEST CUCAMONGA CREEK SYSTEM
WEST CUCAMONGA CHANNEL
D STREET TO G STREET
STORM RESTORATION WORK
PROJECT MR.
DRAWN BY:
REVIEWED BY:
SUBMITTED BY:
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RECOMMENDED Y: //
ASS:1 i FLOOD CONTR ENGINEER
DATE
I I-14-8
8016
SCALE FILE NO. DRWG. NO.
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REVISIONS
SAN BERNARDINO COUNTY
FLOOD CONTROL DISTRICT
MARK
DATE
DESCRIPTION
BY
WEST CUCAMONGA CREEK SYSTEM
WEST CUCAMONGA CHANNEL.
CEDAR STREET TO E LY BASIN
STORM RESTORATION WORK
PROJECT ENGR.
DRAWN BY:
R�VIE D BY:
SUBMITTED BY:
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RECOMMENDE Y: 6-..
As IST FLOOO CONTROL ENGINEER
DATE
I1-14-80
SCALE
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FILE NO
I'201'30
DRWG. NO.
5 d 15
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