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v 4-IT-98 E S S
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M. A. KRAMAN
1-25-99
A NO 44030
PLANS APPROVAL DATE
Exp-gi--30-01
SAN BERNARDINO ASSOCIATED GOVE: WMENTS
CI
VIL
44-4 NORTH ARROWHEAD AVENUE 4
SAN B:El R :N:ARDINO:, CALIFORNIA OF'
92401 CAL
MOFFATT & NICHOL ENGINEERS
415 NORTH VINEYARD AVENUE.SUITE 200
US
ONTARIO, CALIFORNIA 91764
.. ........
Tha State of California or Its off cars or agents shall not be re6ponsible, for the accuracy
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ORIGINAL SCALE IN MILLIMETERS
M 0
FFATT & NICHOL ENAGI 'EERS
415 NAORTH VINEYARD AVENUE, SUITE 20;0
ONTARIO, CALIFORNIA 9'T64
The VbM of Cdgf&7i!d or ft Wlbws or agaft s1W not be ra�m� for the amuraw
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415 NAORTH VINEYARD AVENUE, SUITE 20;0
ONTARIO, CALIFORNIA 9'T64
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rrn Nn 17
PLAN
(SHAFT NOT SHOWN)
EDGES TO BE
R0:U�WiE D TO
75 mm R
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BARS
Sheet
975
4
PLAN
(SHAFT NOT SHOWN)
EDGES TO BE
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VALUES
975
mm LONG
F
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2
9!00
#10
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9175
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CONTINUE
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DETAIL N
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SEE NOTE 1
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125 mm X 25 mm
RING SEAT
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M , SEE
TABLE
,- VAR I ES
=— I li
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TABLE
01F
VALUES
FOR F
D2
F
(mm)
9!00
170
9175
180
1050
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1125
200
1200
210—
1275
220
1350
230
1500
240
1650
260
1800
280
1950
300
2100
320
2250
340
24010
360
2550
4010
270,0
410
2850
420
30:00
430
3150
430
3300
450
3450
450
3600
460
SEC T I ON A - A
REDUCED PLANS
ORIGINAL SCALE IN MILLIMETERS-
0 20 40 60 80
1 4
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0
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F
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F
c
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1
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BERNARDINO, CALIFORNIA 40a
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U 08235 1 EA 443231
M.A. KRAMAN
40
AN
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444
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SAN
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TABLE A NOT I
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50 mm x 150 mm INSIDE DIAMETER
LIGHT WEIGHT METAL INSERTS,
TYPICAL FOR ROOF AND FLOOR
SLABS. GROUT RAIL IN PLACE
VERTICAL SECTION
I
nzrl
A-#15 DIAGONALS--,
L=1.3 m
SECTION B-B
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FOR FLOOR AND ROOF SLABS
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32 mm DIA
1000 :mm LONG
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DRAINAGE DETAILI
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I I 'Nil ffj W WA W
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CONC PIPE,
RCP OR CSP
Inn -
MAIN LINE RCP
MOFFATT & N[CHOL ENGINEERS
415 NORTH VINEYA'RD AVENUE,SUTE 200
GNTA;RIO, CALIFORNIA 91764
The State of C or Its dftsrs or o"ft �W not be mVwvWe for h* ocmvcy
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JUNCTION STRUCTURE NO 4 US NO 4)
REFERENCE CITY OF RANCHO CUCAMONGA STD PLAN 333
31 c
D
I REVISED PER ADDEN: UM NO
/DATED FEBRUAKY 9, 1999
FOR REDUCED PLANS 0 20 40 60 80
ORIGINAL SCALE IN MILLIMETERS
1491091w;
D
0
:z
x---
(n
(mm)
300
30:0
100
450
300
125
600
w
150
750
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175
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1050
450
225
1200
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450
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JUNCTION STRUCTURE NO 4 US NO 4)
REFERENCE CITY OF RANCHO CUCAMONGA STD PLAN 333
31 c
D
I REVISED PER ADDEN: UM NO
/DATED FEBRUAKY 9, 1999
FOR REDUCED PLANS 0 20 40 60 80
ORIGINAL SCALE IN MILLIMETERS
1491091w;
D
L
T
(mm)
(mm)
(mm)
300
30:0
100
450
300
125
600
300
150
750
450
175
900
450
225
1050
450
225
1200
450
250
1425
450
250
1500
525
275
1650
525
275
1800
600
300
CONCR:: TE COLLAR
STD PLAN 329
REFERENCE CITY OF RANCHO :CUCAMO:
0 1 ALL DIMENSIONS ARE IN
METERS UNLESS OTHERWISE SHOWN.
WE
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HIM,
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21
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0
0
I
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m
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0
1 1 1 K-// >-#10 @ 45
SECTION N-N
m
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WAYS TO BE USED WHEN
B IS 1500 mm OR MARE
UCTUR NO 3 (TS NO 3
TRANSITION' STR:
REFERENCE CITY OF RANCHO CUCAMONGA STD PLAN 33:6
A
FOR REDUCED PLANS
ORIGINAL SCALE IN MILLIMETERS
0 20 40 60 80
I I I I - � I I I I I
I
The Sldha of C or ft df� or #goft sW rW be t�ap� for fte acwracy
ir MVWWW$ Of eledrank CW66 of Ws plan $M�
TABLE
17OR DIMENSIONS-3
AND BAR SIZES
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WAYS TO BE USED WHEN
B IS 1500 mm OR MARE
UCTUR NO 3 (TS NO 3
TRANSITION' STR:
REFERENCE CITY OF RANCHO CUCAMONGA STD PLAN 33:6
A
FOR REDUCED PLANS
ORIGINAL SCALE IN MILLIMETERS
0 20 40 60 80
I I I I - � I I I I I
I
The Sldha of C or ft df� or #goft sW rW be t�ap� for fte acwracy
ir MVWWW$ Of eledrank CW66 of Ws plan $M�
TABLE
17OR DIMENSIONS-3
AND BAR SIZES
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130
600
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675
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750
160
pj
825
16-0
900
170
975
180
1050
190
1125
200
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1200
210
E
1275
220
1350
230
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F=
E
E
1425
240
1500
250
r —
Ln
1650
2610
0
#
#
1800
280
1950
300
210:0
320
2250
340
2400
360
2550
400
2700
410
E
2850
420
E
E
E
3000
44LO
Ln
E
3150
440
E
3300
450
c\j
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0
3450
450
#
#
3600
4,60
Controct No,
S hee t 5 . 0 f 8 J
CU 08235 1 EA 443231
MOW
I
0
0
w
t
w
0
0
0
0
E
gg
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#13
3 0 0 mm
#13 (TYP
13
mm (TP)
1 50 mm
L rz P
SYSTEM UNIT
1
m
D2
mm
L
mm
q
(rim)
3 h
1 330
2100
3800
360
1
3
2100
2100
3800
320
1
SEE NOTE
LONGITUDINAL ,E`S 'A`
5.
THE LENGTH 01F THE STRUCTURE MAY BE INCREASED AT THE OPTION
F THE CONTRACTOR TO MEET RCP END'S WITH REINFORCEMENT T
BE EXTENDED ELY THE SAME PORT I F I A E TEP AND SPACING AS
i
SPECIFIED IN THE TABLE
6.
FOR SYSTEM 3h, F SHALL HAVE AN ADDITIONAL 38 mm OF CLEARANCE
TO THE REINFORCEMENT FROM THE INSIDE WALL .
0
w
t
w
0
0
0
0
E
gg
N
#13
3 0 0 mm
#13 (TYP
13
mm (TP)
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L rz P
SYSTEM UNIT
1
m
D2
mm
L
mm
F
(mm)
(rim)
3 h
1 330
2100
3800
360
1
3
2100
2100
3800
320
1
SEE NOTE
LONGITUDINAL ,E`S 'A`
5.
THE LENGTH 01F THE STRUCTURE MAY BE INCREASED AT THE OPTION
FOR REDUCED PLANS 0 20 40 60 80
ORIGINAL SCALE IN MILLIMETERS I- t I I I I
99-037
ic
Im
L7
0
NOTES®
T1 1®
VALUES FOR L Dl D2 9 F AND P ARE SHOWN ON THE TABLE BELOW®
T' P
VALUES FOR L, Dl AND D2 ARE SHOW! ON THE PROJECT CPA
2.
FLOOR F TRUTURE SHALL E STEEL TROWELED TO SPRING LIFE®
3o
REINFORCEMENT STEEL SHALL CONFORM TO ATM A 615 M GRADE
4009 AND SHALL TERMINATE AO mm CLEAR OF CONCRETE SURFACES
UNLESS OTHERWISE SHOWN.
4.
TRANSITION STRUCTURE SHALL BE POURED IN ONE CONTINUOUS
OPERATION, EXCEPT THAT THE CONTRACTOR SHALL HAVE THE
OPTION OF PLACING AT THE SPRING LINE A CONSTRUCTION JOINT
LONGITUDINAL ,E`S 'A`
5.
THE LENGTH 01F THE STRUCTURE MAY BE INCREASED AT THE OPTION
F THE CONTRACTOR TO MEET RCP END'S WITH REINFORCEMENT T
BE EXTENDED ELY THE SAME PORT I F I A E TEP AND SPACING AS
SPECIFIED IN THE TABLE
6.
FOR SYSTEM 3h, F SHALL HAVE AN ADDITIONAL 38 mm OF CLEARANCE
TO THE REINFORCEMENT FROM THE INSIDE WALL .
AS BUILT DETAIL P
NO CORRECTIONS ON THIS SHEET
DATE COMPLETED /
RESIGENT E IINEER prm,
ALL DIMENSI NS ARE
UNLESS METERS SHOWN.
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m
0
I
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F"
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1. REINFORCED
STEEL
L P
( mm)
COVER
(n
A
BARS
OUTSIDE FACE OF BULKHEAD.
® LIFT L01OPS
(mm :
BE
(m)
STEEL CABLE WITH SAME MIN
w
:D
BARS.
>
HOB :IZONTAL
1200
0
100
#15
@
230
mm
z
OR
3.0
100
5
9
150
mm
450
(n
0
125
w
7
150
0
m
0
I
m
0
fl
F"
0
[D
MAX
t
1. REINFORCED
STEEL
L P
( mm)
COVER
(mm)
A
BARS
OUTSIDE FACE OF BULKHEAD.
® LIFT L01OPS
(mm :
BE
(m)
STEEL CABLE WITH SAME MIN
DIAMETER (d) AS
''A"
BARS.
WEAVE CABLE THROUGH
HOB :IZONTAL
1200
1.5
100
#15
@
230
mm
PAINT -PRIOR TO BACKFILLING
OR
3.0
100
5
9
150
mm
450
LESS
A
1.5
125
_#1
_#15
Q
150
m'm
1350
1.5
100
#15
@
150
mm
30
3.0
125
#15
Q
150
mm
500
111500
4.5
125
#15
@
150
mm
1.5
125
#15
@,
150
mm
1:1650
3.0
125
#15
(A
150
m'm
550
®5
125
#15
Q
150
mm
1.5
125
#15
Q
150
Mm
1800
3.0
125
#15
4
150
mm
600
4 ®5
125
#20
150
mm
1.5
125
#15
150
m"m
19150
3.0
125
#20
Q
150
mm
650
4.5
150
#20
Q
150
mm
1.5
125
#15
@,
150
mm
2,100
3.0
125
#20
Q
150
mm
700
4.5
15►
#20
Q
125
mm
1.5
125
#20
Q
150
mm
2250
3.0
150
#20
@
150
mim
750
®5
150
#20
@
125
mm
1.5
125
#20
150
mm
2400
3.0
150
#20
125
mm
800
1
®5
1 150 1
#25
a
150
mm
FOR REDUCED PLANS 0 20 40 60 80
ORIGINAL SCALE IN MILLIMETERS , Li I 1 I 'I I I I
w
w
m
0
ill m
RCP ID CONT
as
Ln V
lj��!lj 111�111 �Il i
I j!11;jI p_-
t = 150 mm
Le 450 an 0, a
CAST INTO: &XKHEAD
LIFT LOOPS
(SEE NOTE 2)
LIFT DETAIL
mm
NOTES'a'
1. REINFORCED
STEEL
SHALL BE
CENTEREE D IN BULKHEAD WITH
0: I TAL
H R
"A"
BARS
TOWARDS
OUTSIDE FACE OF BULKHEAD.
® LIFT L01OPS
SHALL
BE
WOVEN
STEEL CABLE WITH SAME MIN
DIAMETER (d) AS
''A"
BARS.
WEAVE CABLE THROUGH
HOB :IZONTAL
"A"BARS.
COAT
EXPOSED PORTION OF CABLE
LIFT L S
WITH
BITUMINOUS
PAINT -PRIOR TO BACKFILLING
TRENCH.
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Lli
Ld
of 0
E3
m
SOR A r
:�IUH,r
Em
ELEVATION
TABLE A
PIPE
L
z
SLOPE M
DI STANCE
DISTANCE
Youl (100)
(MAX)
(MAX)
x---
(mm)
<
100
V)
1200 mm
67
X
2400 mm
50
4 80:0 mjm
360:0 mm
40
>
V)
33
0
6000 mm
TRENCH.
1200
1 .5100
z
:@
230
mm
OR
3.0
100
V)
0
150
mm
z
LESS
4.5
E3
m
SOR A r
:�IUH,r
Em
ELEVATION
TABLE A
PIPE
L
z
SLOPE M
DI STANCE
DISTANCE
Youl (100)
(MAX)
(MAX)
"A"
(mm)
COVER
100
3600 mm
1200 mm
67
4200 m,m
2400 mm
50
4 80:0 mjm
360:0 mm
40
540:0 mm
5400 mm
33
60010 mm
6000 mm
10 BARS
('ONAL
-kT JOINT
Contract No. 99-037
strk
CCO No. 8
Sheet
3
FOR REDUCED PLANS 0 20 40 60 8:0
ORIGINAL SCALE IN MILLIMETERS I I I I I I I I I
2
FS
Ln
ID
MAX
t
1. REINFORCED
STEEL
SHALL BE
CENTERED IN BULKHEAD WITH
L P
"A"
(mm)
COVER
(mm)
A
BARS
STEEL CABLE WITH SAME MIN
DIAMETER (d) AS
,
(mm)
WEAVE CABLE THROUGH
HORI ZONTAL"A''BARS.
COATEXPOSED
N
PORT OF CABLE
LIFT LO: PS
0
WITH
BITUMINOUS
PAINT PRIOR TO BACKFILLING
TRENCH.
1200
1 .5100
# 15
:@
230
mm
OR
3.0
100
5
Q
150
mm
450
LESS
4.5
125
—#1
#1
150
mm
1350
1 .5
100
#15
150
mm
TO
3.0
125
#1
150
mm
500
150:0
4.5
125
#15
Q
150
mm
1®
125 --#1
5
Q
150
mm
,1650
3.0
125
#15
Q
150
mm
550
4.5
125
#15
a
150
mm
1 ®
125
#15
@
150
mm
180:10
3.0
125
#15
150
mm
600
®
125
#20
150
mm
1 ®
125
#15
150
mm
19:50
3.0
125
#20
4
150
mm
650
®5
150
#20
Q
150
mm
1 .5
125
#15
Q
150
mm
2100
3.0125
#20
@
150
mm
700
4.5
150
#20
4
125
mm
1 .5
125
#20
@
150
mm
2250
3.0
150
#20
@
150
mm
750
®
150
#20
@
125
mm
1 .5
125
#20—a
150
mm
2400
3.0
150
#20
@
125
mm
800
1 1
4.5
1 150 1
#25
@
150
mm
CONCRETE
FOR REDUCED PLANS 0 20 40 60 8:0
ORIGINAL SCALE IN MILLIMETERS I I I I I I I I I
2
FS
Ln
T
A 0 iE
MOFFATT & NICK L ENGIN ERS
4115 NORTH VINEYARD AVENiJE, SUITE �20
OINTAR10, CALIFORNIA 91764
....... .. .. .
The 96te of Cagf&y?k or Its dYkars or dp* sW not be ravws� for Me am"w
ir omplefenew o qo/Os of M !'� sheet.
ROUGHEN RCP OD &ID C:&NTACT
SURFACES. APPLY BONDING AGENT
TO IDCOdNTACT SURFACE BEFORE
pia PLACING CONCRETE
LIFT LOOPS
(SEE NOTE 2)
NOTESag
1. REINFORCED
STEEL
SHALL BE
CENTERED IN BULKHEAD WITH
H0: 0:1 ZONTAL
"A"
BARS TOWARDS
OUTSIDE FACE OF BULKHEAD.
2. LIFT LOOPS
SHALL
BE WOVEN
STEEL CABLE WITH SAME MIN
DIAMETER (d) AS
''A" BARS.
WEAVE CABLE THROUGH
HORI ZONTAL"A''BARS.
COATEXPOSED
N
PORT OF CABLE
LIFT LO: PS
0
WITH
BITUMINOUS
PAINT PRIOR TO BACKFILLING
TRENCH.
BULKHEAD
KRAMAN
No. 44030
T
A 0 iE
MOFFATT & NICK L ENGIN ERS
4115 NORTH VINEYARD AVENiJE, SUITE �20
OINTAR10, CALIFORNIA 91764
....... .. .. .
The 96te of Cagf&y?k or Its dYkars or dp* sW not be ravws� for Me am"w
ir omplefenew o qo/Os of M !'� sheet.
ROUGHEN RCP OD &ID C:&NTACT
SURFACES. APPLY BONDING AGENT
TO IDCOdNTACT SURFACE BEFORE
pia PLACING CONCRETE
LIFT LOOPS
(SEE NOTE 2)
NOTESag
1. REINFORCED
STEEL
SHALL BE
CENTERED IN BULKHEAD WITH
H0: 0:1 ZONTAL
"A"
BARS TOWARDS
OUTSIDE FACE OF BULKHEAD.
2. LIFT LOOPS
SHALL
BE WOVEN
STEEL CABLE WITH SAME MIN
DIAMETER (d) AS
''A" BARS.
WEAVE CABLE THROUGH
HORI ZONTAL"A''BARS.
COATEXPOSED
N
PORT OF CABLE
LIFT LO: PS
0
WITH
BITUMINOUS
PAINT PRIOR TO BACKFILLING
TRENCH.
BULKHEAD
MIMIC=
E2
0
I
,d1
w
V)
Lij cr-
(A
>
Lij
0
e
0
SEE NOTE 6—
BUTT JOIN
95% RELATIVE
COMPACTION MIN
? 0
RELATIVE
COMPACTION III
95% RELATIVE
C M
0: PACTION MIN
Vi
m
w \ -1 1/1 - j I
caltrans
�Wuw k1l WEN &3TW-11 !�RAINUMN
uliffamm
I. am
M. �§(=v mill
CRUSHED AGGREGATE BASE IN TRENCHES
LESS THAN 30 m IN LENGTH, SEE NOTE I
Vi
BEDDING & SHADING PER UTILITY
INVOLVED. IF NONE REQlUIRED, US
CLASS 2 AGGREGATE BASE AS PER
CALTRANS STANDARD D.
TRENCH REPAIR
REFERENCE CITY OF RANCHO CUCAMONGA STD PLAN 120
0
4—#15 CONTINUOUS FOR PIPE
900 mm ID AND SMALLER.
4—#22 CONTINUOUS FOR HIHE
LARGER THAN 900 mm 1:D.
CLASS ''B"
LAP
mm�
b.
WIDTH OF TRENCH
Im
I
1 :3*25 MIX
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(TYP ALL
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AROUN /
lll��Jjj
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< 'T
m
TL
w
>
0
z
0
M
F-A
of
tn
0
w
0
e
0
SEE NOTE 6—
BUTT JOIN
95% RELATIVE
COMPACTION MIN
? 0
RELATIVE
COMPACTION III
95% RELATIVE
C M
0: PACTION MIN
Vi
m
w \ -1 1/1 - j I
caltrans
�Wuw k1l WEN &3TW-11 !�RAINUMN
uliffamm
I. am
M. �§(=v mill
CRUSHED AGGREGATE BASE IN TRENCHES
LESS THAN 30 m IN LENGTH, SEE NOTE I
Vi
BEDDING & SHADING PER UTILITY
INVOLVED. IF NONE REQlUIRED, US
CLASS 2 AGGREGATE BASE AS PER
CALTRANS STANDARD D.
TRENCH REPAIR
REFERENCE CITY OF RANCHO CUCAMONGA STD PLAN 120
0
4—#15 CONTINUOUS FOR PIPE
900 mm ID AND SMALLER.
4—#22 CONTINUOUS FOR HIHE
LARGER THAN 900 mm 1:D.
CLASS ''B"
LAP
mm�
b.
WIDTH OF TRENCH
Im
I
1 :3*25 MIX
CO
(TYP ALL
\1
AROUN /
lll��Jjj
I
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M
EN
0
a
a
0
1--
M
0
Lli
0
z
0
0
MR
ralm
ABBREVIATIONS
38 - 38 mm Extra Cover
Contract Nom M-037
,t„
Ll
0
owl
---------------------------------
FFATT & NICHOL ENGINEERS
4115 NORTH VINEYARD AVENUE. SUITE 20,0
The 9�aM Df CdW*7& or Its Wkars or T W not be rgP H; � for tho amffvW
#r completeness :of efie A oples of Ws ptap; sheet.
I
0
E2
ml
a
k®
all
0
Ml
Q
Immel
Pm
9
9
wl"
r
U-1
zgi
ABBREVIATIONS
7P - 7P mm Fv+e-n rnwar-
WrOW", "TOM , - - - - -- - - ------ -
Sheet 18 0! f
M,
Sheet 8 0 f -3-A
I
1 081 SBd 1 30 1 R7.4 1 38 1 75 :1
Ov Stateaf OW&nO or Ift OY16zs s)W not be reAmvMi for the amxaw
tr cwpWW)e6s of a copies of =sreet.
0
m
<
M
ui
>
V)
0
z
<
0
ui
0
0
Ml
Q
Immel
Pm
9
9
wl"
r
U-1
zgi
ABBREVIATIONS
7P - 7P mm Fv+e-n rnwar-
WrOW", "TOM , - - - - -- - - ------ -
Sheet 18 0! f
M,
Sheet 8 0 f -3-A
I
1 081 SBd 1 30 1 R7.4 1 38 1 75 :1
Ov Stateaf OW&nO or Ift OY16zs s)W not be reAmvMi for the amxaw
tr cwpWW)e6s of a copies of =sreet.