HomeMy WebLinkAbout5438-4PROP C & -C,.
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ADD # 4 BARS
DIAGONALLY AROUND
MANHOLE FRAME
6" r- C
PROP FL.
6"
DIRECTION 6'
OF FLOW
/
/
r 6"
PROP FL.
PROP.
r 2-12" DIP
6"
MANHOLE FRAME AND
COVER ALHAMBRA FOUNDRY
#A-1530 OR EQUAL #4 ® 12" O.C.
6» #4 ® 6" O.C.
I �
I
.I PROP FL.
I I �
I
6"
I
t 2'_6» DIRECTION (BITUMINOUS PAINTER)
� SECTION C -C
OF FLOW PROP C 0 C & G
DETAIL "A": MODIFIED CITY STD 3000
-7--)"
PLAN M
TOP OF BOX SHALL BE
AT FINISHED GRADE. 24 #4 AR
#4®18"
U U
.�-
8" •
a I I o #406» #406"
I I r--
a�
� N
a�
ELEVATION �
STATION ELEVATION
SEE PROFILE STATION
#4®6" SEE PROFILE
#4 ® 18" OC, -V
LONGITUDINAL SECTION
#4®18"
NOTES:
1) THE REINFORCING STEEL BAR SIZE, SPACING AND COVER OVER THE STEEL OF
STRAIGHT TRANSVERSE BARS IN TOP AND BOTTOM SLABS, OF L -BARS IN TOP AND
BOTTOM CORNERS, OF STRAIGHT VERTICAL BARS IN SIDEWALLS AND/OR
LONGITUDINAL DISTRIBUTION AND TIE BARS IN TOP OR BOTTOM SLABS OR
SIDEWALLS SHALL BE THOSE OF WHICHEVER ADJOINING RCB SECTION PROVIDES THE
i GREATER STEEL AREA FOR EACH TYPE OF BAR AND GREATEST COVER. THE BAR
3 LENGTHS SHALL VARY UNIFORMLY THROUGHOUT THE TRANSITION.
2) THE THICKNESS OF THE WALLS AND SLABS SHALL BE THOSE OF THE
I ADJOINING RCB SECTION AT EACH END OF THE TRANSITION AND SHALL VARY
UNIFORMLY BETWEEN THE TWO ENDS, BUT SHALL NOT BE LESS THAN 8".
3) f'c = 4000 PSI (28 MPa) AT 28 DAYS.
4) ALL STEEL EXCEPT LONGITUDINAL STEEL SHALL BE GRADE 60 (400) BILLET
STEEL CONFORMING TO ASTM A 615 (A 615 M) AND SHALL TERMINATE 1 Y2" (40
mm) CLEAR OF CONCRETE SURFACE UNLESS OTHERWISE SHOWN.
#4®18"
DETAIL "B": MODIFIED 2012 APWA
STD 340-2
NTS
UNDERGROUND SERVICE ALERT (USA)
IT'S THE LAW!
DIAL BEFORE f
YOU DIG!
CALL AT LEAST' o
TWO WORKING DAYS Know what's below.
BEFORE YOU DIG Call before you dig.
REV.
r_ ,
SECTION M -M
CONSTRUCTION NOTES
18 CONSTRUCT DISCHARGE STRUCTURE PER CITY OF FONTANA MODIFIED STANDARD
PLAN NO. 3000. SEE STORM DRAIN PROFILE AND DETAIL "A".
GCONSTRUCT CURB OPENING CATCH BASIN PER CITY OF FONTANA STANDARD PLAN
NO. 3004, W=14' V-2', "V" SHALL MATCH NEW PIPE INVERT ELEVATION. SEE
STORM DRAIN PROFILE AND DETAILS.
20 CONSTRUCT PIPE TO PIPE TRANSITION STRUCTURE PER DETAIL "B", SEE SHEET 4.
21 CONSTRUCT PIPE TO RCB TRANSITION STRUCTURE PER DETAIL "C", SEE SHEET 4.
22 INSTALL 12" DUCTILE IRON PIPE CLASS 56.
23 CONSTRUCT LOCAL DEPRESSION PER CITY STD 3003 (CASE=C)
GCONSTRUCT TRAFFIC RATED MANHOLE FRAME AND COVER PER APWA STD PLAN 210-3.
DIAMETER SHALL BE 24" AND H=4" MAX.
TOP OF BOX SHALL BE
AT FINISHED GRADE. 14018"
#4018" #46AR 24 N
F -
a_
#4@6"#4@6" i i 5
II
� �
I I #46AR I I (V
a N II II a N
II
#4@6-
#4018-
ELEVATION
4@6"#4®18"ELEVATION
STATION
SEE PROFILE SECTION D — D ELEVATION
STATION
PROP. 2-12" DIP _ SEE PROFILE
BASE
OR R(
X18"
a
0
STEEL PATTERN SHOWN N
IS PICTORIAL ONLY, N
SEE NOTES 1 AND 4
o:
0
a
a
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
REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT.
NOTES:
1) THE REINFORCING STEEL BAR SIZE, SPACING AND COVER OVER THE STEEL OF
STRAIGHT TRANSVERSE BARS IN TOP AND BOTTOM SLABS, OF L -BARS IN TOP AND
BOTTOM CORNERS, OF STRAIGHT VERTICAL BARS IN SIDEWALLS AND/OR
LONGITUDINAL DISTRIBUTION AND TIE BARS IN TOP OR BOTTOM SLABS OR
SIDEWALLS SHALL BE THOSE OF WHICHEVER ADJOINING RCB SECTION PROVIDES THE
GREATER STEEL AREA FOR EACH TYPE OF BAR AND GREATEST COVER. THE BAR
LENGTHS SHALL VARY UNIFORMLY THROUGHOUT THE TRANSITION.
2) THE THICKNESS OF THE WALLS AND SLABS SHALL BE THOSE OF THE
ADJOINING RCB SECTION AT EACH END OF THE TRANSITION AND SHALL VARY
UNIFORMLY BETWEEN THE TWO ENDS, BUT SHALL NOT BE LESS THAN 8".
3) f'c = 4000 PSI (28 MPa) AT 28 DAYS.
4) ALL STEEL EXCEPT LONGITUDINAL STEEL SHALL BE GRADE 60 (400) BILLET
STEEL CONFORMING TO ASTM A 615 (A 615 M) AND SHALL TERMINATE 1 X- (40
mm) CLEAR OF CONCRETE SURFACE UNLESS OTHERWISE SHOWN.
SHELF SLOPE
MORTAR 1:12
ZTQ
SECTION E—E
OPTIONAL
CONSTRUCTION CL
JOINT
o
TRANS\(ERSE
R-4 BARS,
0"
I
N
N
a
O
of
a
VERTICAL
(BARS
#4018" SECTION F- F
DETAIL "C": MODIFIED CONCRETE
SHALLOW MANHOLE PER APWA STD 201-2
NTS
KOA CORPORATION Prepared Under The Supervision Of
0* TION : `
,NG GUq ��ti PLANNING & ENGINEERING
y ti c�
3190 C Shelby Street DRAWN BY:
ot No. 75793 Ontario, Califomia 91764
Tel: (909) 890-9693 Fax: (909) 890-9694
# EXP. 6/30/18 ,� DESIGNED BY:
BENCH MARK: B.M. NO. 274 ELEVATION= 1,244.23
sl�TFOFIVIL
CAI�FDESCRIPTION: BEARINGS SHOWN ARE BASED UPON THE CENTERLINE OF OLEANDER AVENUE AS �� —^ .,/ CHECKED BY
SHOWN ON RECORD OF SURVEY RECORDED IN RS BOOK 43, PAGE 5, RECORDS OF /` `� 1 DATE:
THE COUNTY OF SAN BERNARDINO, CA.
MINGDUAN. R.C.E. 75793
#4®18"
STEEL PATTERN SHOWN
IS PICTORIAL ONLY,
SEE NOTES 1 AND 4
- CONSTRUCTION JOINT
JOIN DETAIL
CITY OF FONTANA, CALIFORNIA
STORM DRAIN DETAILS
VALLEY BOULEVARD SCALE:
AND As Noted
DATE:
OLEANDER AVENUE
[CITY
P VED ?p DRAWING NO.:
DATdq E ! .7
5438 �/5
ENGINEER R.C.E. 51152