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STRUCTURAL NOTES
1. STRUCTURAL CONCRETE SHALL BE CLASS "A" (fc-5000 PSI)"
WITH THE FOLLOWING "CONCRETE FOR CHANNEL INVERT, STARTER
WALLS AND CUTOFF WALLS SHALL BE CLASS D CONCRETE
(1 1/2 INCH AGGREGATE, 5000 PSI) AND CONCRETE FOR CHANNEL
WALLS, RCB DECK AND OTHER STRUCTURAL CONCRETE SHALL BE
CLASS A CONCRETE ( 1 INCH AGGREGATE, 4000 PSI).
2. ALL LONGITUDINAL BARS SHALL BE #4 CSD 16 INCHES UNLESS
OTHERWISE NOTED. PLACE BARS IN BOTTOM SLAB SYMMETRICALLY
ABOUT CENTERLINE. PLACE BARS IN WALLS STARTING AT TOP
WITH 2 INCHES OF CLEAR COVER.
3. CLEAR COVER FOR STEEL SHALL BE 2 INCHES AND 3 INCHES FOR
EARTHEN WALL AND EARTHEN INVERTS FACES, AND 2 1/2 INCHES
AND 4 INCHES FOR THE CHANNEL WALL AND INVERT FACES.
4. STEEL IS DIMENSIONED TO BACK OF BAR BEND.
5. FOR CONSTRUCTION ON CURVES, STRAIGHT TRANSVERSE BARS
SHALL BE ALIGNED RADIALLY WITH SPACING MEASURED AT FACE
OF WALL. FOR L -BARS IN WALLS, SPACING SHALL BE MEASURED
BETWEEN THE VERTICAL LEGS OF BARS.
6. ALL TRANSVERSE CONSTRUCTION JOINTS SHALL BE IN A VERTICAL
PLANE NORMAL TO THE CENTERLINE AND THE SPACING THEREOF
SHALL NOT EXCEED 50 FEET OR BE LESS THAN 12.5 FEET. CON-
TINUOUS KEYWAYS SHALL BE CONSTRUCTED AS SHOWN IN DETAIL
DATA
DETAIL
SCHEDULE
WIDTH W
10'
15'
HEIGHT H
6'
6'
WALL Ti9-1/2
"
9 -1 2"
BOTTOM SLAB T
10"
10"
HEEL Z
6"
6"
A BARS
#4 ® 9
#4 ® 9"
HORIZ. LENGTH
6'-8"
9'-1 "
VERT. LENGTH
6'-5"
6'-5"
B BARS
#5 CSD 9
#5 ® 9"
HORIZ. LENGTH
3'-1 "3'-1"
31+02.83 TO 32+02.83
VERT. LENGTH
3'-0"
3'-0"
C BARS
#4 CSD 18"
4 @ 18"
HORIZ. LENGTH
0'-1 1 "
0' -ill'
VERT. LENGTH
6'-5"
6'-5"
D BARS
#4 @ 18"
4 CSD 18"
HORIZ. LENGTH
3'-0"
3'-0"
VERT. LENGTH
3'-0"
3'-0"
E BARS
5 CSD 18"
5 CSD 18"
HORIZ. LENGTH
7'-0"
9'-6"
F BARS
#4 ® 18"
4 ® 18"
HORIZ. LENGTH
4'-0"
4'-0"
LONGITUDINAL BARS
4 ® 18"
4 @ 18"
CONCRETE CY LF
0.73
0.88
REINFORCING LBS LF
92.3
104.3
A. A COMPLETE CURTAIN OF TRANSVERSE STEEL SHALL BE PLACED
3 INCHES FROM EACH FACE OF THE JOINTS AND LONGITUDINAL DESIGN DATA:
STEEL WILL NOT BE CONTINUOUS THROUGH THE JOINTS. IN
ADDITION, EXPANSION JOINTS SHALL BE CONSTRUCTED BETWEEN LIVE LOAD = 16 K
REINFORCED CONCRETE CHANNEL AND REINFORCED CONCRETE BOX SOIL DENSITY = 110 PCF
SECTIONS AS SHOWN IN DETAIL B. DOWELS SHALL BE PLACED AT ALLOWABLE STRESSES:
12 INCHES SPACING CENTERED IN THE MIDDLE THIRD OF THE f'c = 5000 PSI
BOTTOM SLAB AND THE TOP TOP THIRD OF SIDE WALLS. A MINIMUM fe = 1800 PSI
OF 3 DOWELS PER SLAB AND WALLS SHALL BE PLACED. fy = 60000 PSI
fs = 24000 PSI
7. WEEPHOLES SHALL BE FORMED AS SHOWN IN BOTH WALLS AT A
SPACING OF 12.5 FEET WITH 1 CUBIC FOOT OF FILTER MATERIAL
WRAPPED IN FILTER FABRIC PLACED AT EACH HOLE.
8. ALL QUANTITIES SHOWN ARE APPROXIMATE.
9. NO SPLICES IN TRANSVERSE STEEL REINFORCEMENT WILL BE PERMITTED
OTHER THAN SHOWN ON THE DRAWING WITHOUT APPROVAL OF THE
ENGINEER. NO MORE THAN TWO SPLICES WILL BE PERMITTED IN ANY
LONGITUDINAL BAR BETWEEN TRANSVERSE JOINTS.
10. THE BAR LENGTH SHALL VARY UNIFORMLY THROUGHOUT THE
TRANSITIONS.
11. JOINT FINISH FOR CHANNEL FACE SHALL BE CHAMFERED 3/4 INCH
ON WALLS AND ROUNDED WITH EDGER TOOL ON INVERT.
12. ALL REINFORCING STEEL SHALL CONFORM TO A.S.T.M. A615 GRADE 60.
13. LONGITUDINAL STEEL SHALL BE LAPPED 24 BAR DIAMETER AT SPLICES.
TRANSVERSE STEEL SHALL BE LAPPED 45 BAR DIAMETERS AT SPLICES.
SPLICES SHALL BE STAGGERED.
14. TRANSVERSE CONSTRUCTION JOINTS SHALL NOT BE PLACED WITHIN 30 INCHES
OF SIDE INLETS.
15. TRANSVERSE CONSTRUCTION JOINTS SHALL BE PLACED AT THE JUNCTION
OF RECTANGULAR OPEN CHANNEL SECTIONS WITH CLOSED CONDUIT SECTIONS
(R.C.B.S.)
16. TRANVERSE CONSTRUCTION JOINTS IN WALLS AND SLABS SHALL BE IN THE
SAME PLANE NO STAGGERING OF JOINTS WILL BE PERMITTED. TRANSVERSE
CONSTRUCTION JOINTS SHALL BE NORMAL OR RADIAL TO THE CENTERLINE OF
CONSTRUCTION.
17. SAWCUT WEAKENED PLANE JOINTS, 1 -INCH DEEP AND 1/8 -INCH WIDE, IN
INVERT SLAB AND WALLS AT 12.5 -FEET O.C. BETWEEN THE CONSTRUCTION
JOINTS.
18. CHANNEL INVERT SURFACE SHALL BE GIVEN A STEEL TROWEL FINISH.
19. EPDXY ADHESIVE FOR WEEPHOLE SCREEN SHALL CONFORM TO THE 2002 EDITION
OF THE STANDARD SPECIFICATIONS, SECTION 95-204, RAPID SET EPDXY ADHESIVE
FOR PAVEMENT MARKERS.
20. ALL RECTANGULAR OPEN CHANNEL WALLS SHALL BE FENCED IN ACCORDANCE WITH
S.B.F.C.D. SPECIAL DRAWING II.
(Tz+2")
SINGLE RCB PE
CALTRANS STD.
PLAN D80
BASIS OF BEARINGS: LEGAL DESCRIPTION:
THE BASIS OF BEARING IS BASED ON THE WESTERLY BEING A SUBDIVISION OF A
LINE OF THE NORTHEAST QUARTER OF SECTION 23, PORTION OF THE SOUTHEAST 1/4
TOWNSHIP 1 NORTH, RANGE 6 WEST, S.B.M. AS SHOWN OF SECTION 14, TOWNSHIP 1 NORTH,
ON FINAL TRACT MAP NO. 13750, FILED IN BOOK 250, RANGE 6 WEST, SAN BERNARDINO
AT PAGES 48 THROUGH 66, INCLUSIVE, IN THE OFFICE MERIDIAN, COUNTY OF SAN
OF THE COUNTY RECORDER OF SAN BERNARDINO BERNARDINO.
COUNTY, BEING NORTH 00'3074' WEST.
* MINIMUM LAP = V-9"
DESIGN DATA:
LIVE LOAD = 16 K
SOIL DENSITY = 1 1 n orIr
ALLOWABLE STRES
f'c = 5000 PS
f e = 1800 PSI
fy = 60000 P`.
fs = 24000 P!
D BARS
// C BARS INSIDE FACE C
SPACING PER/7ABLE CHANNEL WALI
_i/ r
SPACING PER TABLE
SPAC NG PER TABLE
SPACIN PER TABLE B BARS
A BARS
WALL & INVERT SECTION
E3
*
NTS
1" SMOOTH DOWEL
SEE NOTE 6
N
OUTSIDE FACE
CHANNEL WALI
1/2" EXPANSION
FILLER MATERIAL
WRAP
TO PREVENT BON
RAP OR LUBRICATE THIS
N
* MINIMUM LAP = V-9"
11
1 " MIN.
2" MAX.
9" 9" TRANSVERSE CONSTRUCTION JOINT
EXPANSION CAP DETAIL A
TRANSVERSE EXPANSION JOINT NTS
NTS
* 2" ADDITIONAL SACRIFICIAL CONCRETE COVER
OVER REINFORCING STEEL.
DETAIL B 1 CUBIC FOOT OF GRAVEL DRAIN MATERIAL
F -r -I NTS WRAPPED IN FILTER FABRIC SACK (MIRAFI
1 CALTRANS TYPICAL SINGLE RCB
NTS
* 2" ADDITIONAL SACRIFICIAL CONCRETE COVER
OVER REINFORCING STEEL.
OWNER/DEVELOPER SOIL ENGINEER
CENTEX HOMES ALBUS-KEEFE AND ASSOC., INC.
1265 CORONA POINTE COURT 1011 N. ARMANDO STREET
CORONA, CA 92879 ANAHEIM, CA 92806
PH: (951) 279-3000 PH: (714) 630-1626
FAX: (951) 279-2100 FAX` (714) 630-1916
REV. REVISION DESCRIPTION
DESCRIBED BY METROPOLITAN WATER DISTRICT SO. Q
CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE
INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE _
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 DIAL
FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH
BEFORE
ON THE NORTHWEST CORNER OF A 10 FOOT WIDE
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD Y ❑ U D I G
MWDSC 3 INCH BRASS DISK STAMPED "33A 1992".
NAVD 88 - 1508.56 (FEET)
TOLL FREE -qmmmPp' 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
XLCORP OgAujiNCG
CENTER 8" SQUARE FLATTENED EXPANDED ALUMINUM
SCREEN (3003-1-114 1/2 NO. 0.081 12 GAGE OR
DISTRICT APPROVED EQUIVALENT) AND ATTACH WITH
EPDXY ADHESIVE AROUND EDGE OF ENTIRE SCREEN,
1" MIN. WIDTH.
4"'l I`
TYP.
SIDE VIEW
QVES$/Q®
10,00740
OR EQUIVALENT) PLACED AGAINST A CHANNEL
WALL TO COVER WEEPHOLE
4" I.D. P.V.C. CUT FLUSH WITH
CHANNEL WALL ON BOTH SIDES
WET FACE
CHANNEL INVERT
NOTE: WEEPHOLES TO BE SPACED AT 12'-6" O.C. -TO BOTH SIDES OF CHANNEL
LLJo. AND ENERGY DISSIPATOR VERTICAL FACES
Exp.3131II20. ,
COL. WEEPHOLE DETAIL
NTS
OF CAS-\
DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE
CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING
THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN
it EFFECT.
N
PARAPET
r -
WALL
8"
T+2")*
BL RCB PER CALTRANS
TD. PLAN D81
SEAL -ENGINEER
QROFESSIONq�
MIC M. TORREYSON
W
No. 66068
Exp. 06-30-06
`9T CIV1�- ��\Q
F OF C
PARAPET WALL
DETAIL C
NTS
T� ► I -WIDTH
TYPICAL SECTION
NTS
NATURAL GROUND
BACKFILL
( TYPE BOTH SIDES ) /
;I '.. N \\
R.C. CHANNEL
EXCAVATION STRUCTURAL
1 1 BACKFILL
IAt
12" EXCAVATION
2' 2'
[.,*
STRUCTURAL BACKFILL
R.C. CHANNEL EXCAVATION
PAY LINES
NTS
;EE DOUBLE RCB
"OR CONCRETE AND
ZEBAR REQUIREMENTS
'ER CALTRANS STD PLAN D81
SEE NOTE 7
ONSTRUCTION
DINT
-ICASC
AE1
E I\I 11\I E ERI I\I DRAWN BY:
937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 O.S.
PH. (909) 783-0101 FAX (909) 783-0108 DESIGNED BY:
A.T./0:
PREPARED BY: IC M. TO SON R.C.E. NO. 66068 CHECKED B
EXP. TE: - -06
- - C.V.A.
DATE.
2" 6"
DEBRIS PIER EXTENSION DETAIL
NTS
CITY OF FONTANA, CALIFORNIA
COYOTE CANYON
LANE "A' AND 'B' SCALE:
STORM DYWN IMPROVEMENAS SHOWN
TS
DATE:
L SHEET NOVEMBER 2005
ROVED/B.
DRAWING NO.: 16
//)-
2 A.
CITY ENGINEER .C.E. 51152 DATE: 3802 25
CHANNEL TRANSITION
STRUCTURE
DATA
DETAIL SCHEDULE
STATION TO STATION
16+86.25
TO 17+36.25
27+22.39 TO
28+22.39
31+02.83 TO 32+02.83
38+31.55
TO 39+31.55
15+37.75
TO 15+57.75
15+37.75
TO 15+57.75
WIDTH W
159
1 15'
15
29'
29'
15
15
20
10'
10
10
20.75'
HEIGHT H
12'
1 6'
6'
8'
8'
6'
6'
6'
8'
6'
6'
6'
WALLS Tj
12
-1/2
9-1/2
IS9-1/2
229-1/2
9-1/2
Is9-1/2
21
BOTTOM SLAB T2
13"10
"
10 "
10 "
10 "
10 "
HEEL Z
6"
6"
6"
6"
6"
6"
A BARS
#6®
8
#5®
9
#5® 9
#4®
9
#5®
9'
4@
9'
HORIZ. LENGTH
9'-6"
9'-6"
9 -is16'-2"
16'-2"
9 -1
9 1-11;11
1-8196'-8"
6'-8"
6'-8"
12 1-1 11
VERT. LENGTH
12'-8"
6'-9"
6'-5"
8'-5"
8'-5"
6'-5"
6'-5"
6:1-5 '
8'-5"
6'-5"
6'-5"
6'-5"
B BARS
7
® 8"
6 ®
9"
6 ® 9"
5
® 9"
6
@ 9 '
5
® 9 '
HORIZ. LENGTH
5'-0"
3'-0"
3'-1 "
3'-9"3'-9"
3'-1 "
3'-1 SIP3'-1
"
3'-4"
3'-1 "
3'-1 "
3'-6"
VERT. LENGTH
5'-0"
3'-0"
3 -0
3'-8"
3'-8"
3 -0"
3 -0
3 -0
3'-3"
3'-0"
3'-0"
30-009
C BARS
4
® 8"
4 C�
18"
4 CSD 18"
4
® 18"
4
CSD 18"
4
® 18"
HORIZ. LENGTH
1'-2"
1'-2"
0 -11
0'-11"
0'-11"
0 -11
0' -11
0 -11
O'-11"
0'-11"
0'-11'
09-1119
VERT. LENGTH
1.2'-8"
6'-9"
61-577
8'-5"
8'-5"
61-511 ---6'-5
6'-5"---
8"-5
6 -5
6'-5"
-91-5 is
D BARS
#5
@ 8
#4 ®
18
#4 ® 18
#4
® 18
#4
® 18
#4
® 18
HORIZ. LENGTH
1'-2"
V-2"
0 -11
0'-11"
0'-11"
0 1_11220'-11'.
0 -11110
-1131
0 -lipsFr-0
-11
1.1
0 -11
VERT. LENGTH
4'-6"
3 '-0"
3 -0
2'-7"
2'-7"
3 -0
3 -0
3 -0
3 -0
3'- 0
3 -0
11
3 -0
E BARS
#5
® 8
#4 ®
18
#4 ® 18
#4
CSD 18
#6
® 18
#4
® 18
HORIZ. LENGTH
9' -ill'
9'-1 1 "
92-6"
16'-7"
16'-7"1
9'-6'r-
91-67-Tll'-9
71-O 71-011
1 7 1-0 117
-0
1211-613
F BAR
#4
® 8
6 ®
18
6 18
5
® 18 S3
#4
CSD 1822
#5
® 18
HORIZ. LENGTH
6'-1"
4'-0"
4'-0"
6'-10"
6'-10"
47-011
4l_0"
4'-0 is49-0
so4
S-Ols4
9_01941-
6
CONCRETE CY LF
1.56
1.11
0.88
1.33
1.33
0.88
0.88
1.04
0.80
0.73
0.73
1.08
REINF. STL. LBS/LF1
293.3
208.5
104.3
180.4
180.4
104.3
104.3
123.6
125.3
92.3
92.3
125.2
NTS
1" SMOOTH DOWEL
SEE NOTE 6
N
OUTSIDE FACE
CHANNEL WALI
1/2" EXPANSION
FILLER MATERIAL
WRAP
TO PREVENT BON
RAP OR LUBRICATE THIS
N
* MINIMUM LAP = V-9"
11
1 " MIN.
2" MAX.
9" 9" TRANSVERSE CONSTRUCTION JOINT
EXPANSION CAP DETAIL A
TRANSVERSE EXPANSION JOINT NTS
NTS
* 2" ADDITIONAL SACRIFICIAL CONCRETE COVER
OVER REINFORCING STEEL.
DETAIL B 1 CUBIC FOOT OF GRAVEL DRAIN MATERIAL
F -r -I NTS WRAPPED IN FILTER FABRIC SACK (MIRAFI
1 CALTRANS TYPICAL SINGLE RCB
NTS
* 2" ADDITIONAL SACRIFICIAL CONCRETE COVER
OVER REINFORCING STEEL.
OWNER/DEVELOPER SOIL ENGINEER
CENTEX HOMES ALBUS-KEEFE AND ASSOC., INC.
1265 CORONA POINTE COURT 1011 N. ARMANDO STREET
CORONA, CA 92879 ANAHEIM, CA 92806
PH: (951) 279-3000 PH: (714) 630-1626
FAX: (951) 279-2100 FAX` (714) 630-1916
REV. REVISION DESCRIPTION
DESCRIBED BY METROPOLITAN WATER DISTRICT SO. Q
CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE
INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE _
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 DIAL
FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH
BEFORE
ON THE NORTHWEST CORNER OF A 10 FOOT WIDE
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD Y ❑ U D I G
MWDSC 3 INCH BRASS DISK STAMPED "33A 1992".
NAVD 88 - 1508.56 (FEET)
TOLL FREE -qmmmPp' 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
XLCORP OgAujiNCG
CENTER 8" SQUARE FLATTENED EXPANDED ALUMINUM
SCREEN (3003-1-114 1/2 NO. 0.081 12 GAGE OR
DISTRICT APPROVED EQUIVALENT) AND ATTACH WITH
EPDXY ADHESIVE AROUND EDGE OF ENTIRE SCREEN,
1" MIN. WIDTH.
4"'l I`
TYP.
SIDE VIEW
QVES$/Q®
10,00740
OR EQUIVALENT) PLACED AGAINST A CHANNEL
WALL TO COVER WEEPHOLE
4" I.D. P.V.C. CUT FLUSH WITH
CHANNEL WALL ON BOTH SIDES
WET FACE
CHANNEL INVERT
NOTE: WEEPHOLES TO BE SPACED AT 12'-6" O.C. -TO BOTH SIDES OF CHANNEL
LLJo. AND ENERGY DISSIPATOR VERTICAL FACES
Exp.3131II20. ,
COL. WEEPHOLE DETAIL
NTS
OF CAS-\
DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE
CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING
THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN
it EFFECT.
N
PARAPET
r -
WALL
8"
T+2")*
BL RCB PER CALTRANS
TD. PLAN D81
SEAL -ENGINEER
QROFESSIONq�
MIC M. TORREYSON
W
No. 66068
Exp. 06-30-06
`9T CIV1�- ��\Q
F OF C
PARAPET WALL
DETAIL C
NTS
T� ► I -WIDTH
TYPICAL SECTION
NTS
NATURAL GROUND
BACKFILL
( TYPE BOTH SIDES ) /
;I '.. N \\
R.C. CHANNEL
EXCAVATION STRUCTURAL
1 1 BACKFILL
IAt
12" EXCAVATION
2' 2'
[.,*
STRUCTURAL BACKFILL
R.C. CHANNEL EXCAVATION
PAY LINES
NTS
;EE DOUBLE RCB
"OR CONCRETE AND
ZEBAR REQUIREMENTS
'ER CALTRANS STD PLAN D81
SEE NOTE 7
ONSTRUCTION
DINT
-ICASC
AE1
E I\I 11\I E ERI I\I DRAWN BY:
937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 O.S.
PH. (909) 783-0101 FAX (909) 783-0108 DESIGNED BY:
A.T./0:
PREPARED BY: IC M. TO SON R.C.E. NO. 66068 CHECKED B
EXP. TE: - -06
- - C.V.A.
DATE.
2" 6"
DEBRIS PIER EXTENSION DETAIL
NTS
CITY OF FONTANA, CALIFORNIA
COYOTE CANYON
LANE "A' AND 'B' SCALE:
STORM DYWN IMPROVEMENAS SHOWN
TS
DATE:
L SHEET NOVEMBER 2005
ROVED/B.
DRAWING NO.: 16
//)-
2 A.
CITY ENGINEER .C.E. 51152 DATE: 3802 25