HomeMy WebLinkAbout3743-6IL MAID LINE RCP OR
REINFORCED MONOLITHIC
ARCH. SEE NOTE 2 ----= t
I s ,
u
H ; H
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s
80 mm 131 MIN. T
T-»...._.....,..7 ._..
i r( C .-► Y
o STA. POINT
+n CONNECTOR FSI
80 MM Ln
SEE ?TOTE 3
STA. POINT
LATERAL
SEE NOTE 3
Im
L LATERAL/
CONNECTOR PIPE
---- G BARS
O, ,P ISM a I50 MM
(04 0 6`) 0C
- -----IOM 0 450 Esc»
(*3 OR #4 0 161
4C 'CIE BARS
E AND t" sARs
15M 0 75 mm
0,5 0 3•) 0C.
SEE NOTE 8
PLAN 375 MM (I51 1130 mm 1561
�'- 1 450 mra (18') 1 130 15•)
r_ _
525 rum (2E•) 130 mm 15')
SPUR IOM 0 450 mrn 600 tram t240! 140 mm 15 1/
03 OR *4 0 18') 675 mm (2fi) 140 mm 15 Ij
OC TIE BAR 750 mm (301 150 mm (611
REINFORCING STEEL � G BARS ISM 0 150 mm 823 m.n (331 170 mm i6 1/
(r4 Ck 641 OC >- 900 mm (36') 170 mm 16 Il
80 mm (34) k0u. r--.,, 975 MM (391 180 tnrn 17.1
LI E HG t I3t) nun � •) N TIE BARS
�ROUND�
EDGES ELEV. R
£ BAGS I 5)
-.
ELEV. S 080 ' (') °C C BARS
%. p . , F BARS 151► (125)
0 75 MM (30) OC �....,....../
U14DIS 1 URSED CONCRETE CRADLE,
EARTH y t H 265 -C -•I4 (454-C-2000). 1,
SEE NOTE 9
SECTION Z—Z
SECTION VI—M
AMERICAN PUBLIC WORKS ASSOCIATION x SOUTHERN CALIFORNIA CHAPTER
PROW—G ►TM VTHE
ItM 1
� -DJ=K Ina,.
ca�-�,eo�ttt.cu>am�
ID > �'1m (24!) OR OD > 1/2 MAIN LANE ID
ROUND
Mir. A
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USI± WIl'H STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
)
�*► 4+
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TO 75 mrn
an
in
F
~
tM _
i r( C .-► Y
o STA. POINT
+n CONNECTOR FSI
80 MM Ln
SEE ?TOTE 3
STA. POINT
LATERAL
SEE NOTE 3
Im
L LATERAL/
CONNECTOR PIPE
---- G BARS
O, ,P ISM a I50 MM
(04 0 6`) 0C
- -----IOM 0 450 Esc»
(*3 OR #4 0 161
4C 'CIE BARS
E AND t" sARs
15M 0 75 mm
0,5 0 3•) 0C.
SEE NOTE 8
PLAN 375 MM (I51 1130 mm 1561
�'- 1 450 mra (18') 1 130 15•)
r_ _
525 rum (2E•) 130 mm 15')
SPUR IOM 0 450 mrn 600 tram t240! 140 mm 15 1/
03 OR *4 0 18') 675 mm (2fi) 140 mm 15 Ij
OC TIE BAR 750 mm (301 150 mm (611
REINFORCING STEEL � G BARS ISM 0 150 mm 823 m.n (331 170 mm i6 1/
(r4 Ck 641 OC >- 900 mm (36') 170 mm 16 Il
80 mm (34) k0u. r--.,, 975 MM (391 180 tnrn 17.1
LI E HG t I3t) nun � •) N TIE BARS
�ROUND�
EDGES ELEV. R
£ BAGS I 5)
-.
ELEV. S 080 ' (') °C C BARS
%. p . , F BARS 151► (125)
0 75 MM (30) OC �....,....../
U14DIS 1 URSED CONCRETE CRADLE,
EARTH y t H 265 -C -•I4 (454-C-2000). 1,
SEE NOTE 9
SECTION Z—Z
SECTION VI—M
AMERICAN PUBLIC WORKS ASSOCIATION x SOUTHERN CALIFORNIA CHAPTER
PROW—G ►TM VTHE
JUNCTION STRUCTURE - PIPE TO PIPE INLET
ST,M E-tsic PLAN
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ID > �'1m (24!) OR OD > 1/2 MAIN LANE ID
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USI± WIl'H STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
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E o BASIS OF BEARINGS: LEGAL DESCRIPTION:
BEARINGS ARE BASED ON THE WESTERLY LINE OF
0)-° THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP BEING A SUBDIVISION OF A PORTION OF THE NORTHEAST 1/4 OF SECTION 23 AND A PORTION OF THE NORTHWEST
1 NORTH, RANG 6 WEST, SAN BERNARDINO MERIDIAN, 1/4 OF SECTION 24, BOTH OF TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, COUNTY OF SAN
AS SHOWN ON THE AMENDING MAP OF TRACT 13750, BERNARDINO.
FILED IN BOOK 250 OF MAPS, AT PACS 48 THRODU-M
w E 66, INCLUSIVE, IN THE OFFICE OF THE COUNTY
1010) RECORDER OF SAN BERNARDINO COUNTY, BEING
n ad NORTH 001*1024' WEST.
to
BENCH MARK:
io DESCRIBED BY METROPOLITAN WATER DISTRICT SO.
to `�' CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE
L INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101
5-5
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37
°}FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH
E
Q)
Z ON THE NORTHWEST CORNER OF A 10 FOOT WIDE
Q,o CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD
MWDSC 3 INCH BRASS DISK STAMPED "33A 1992".
° v NAVD 88 - 1508.56 (FEET)
0 J
TOLL FREE 'mmmm' 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. I REVISION DESCRIPTION
RECORD ORA Gt//�G:
(Rei:. 3'29199)
OWNER/DEVELOPER
Centex Homes
2280 Wardlow Circle, Suite 150
Corona, CA 92880
Ph: (909) 279-4000
Fax. (909) 273-2100
DATE I ENGR. I CITY I DATE
04120fro
/r
SOIL ENGINEER
ALBUS-KEEFE and ASSOC., INC.
1011 N. Armando Street
Anaheim, CA 92806
Ph: (714) 630-1626
Fax (714) 630-1916
fk4m�
ft O3j3r f rz
D
NOTES
1. THIS JUNCTION STRUCTURE SHALL BE USED WHEN THE OUTSIDE DIAMETER
OF THE LATERAL IS GREATER THAN I/2 THE INSIDE DIAMETER D OF THE
MAIN LINE: OR WHEN THE INSIDE DIAMETER B 4F THE LATERAL IS GREATER
THAN 600 mm (24"). B SHALL NOT EXCEED ,75 D OR 975 mm (39`).
2. IF THE MAIM LINE IS A REINFORCED MONOL.ITHiC ARCH STORM DRAIN,
D SHALL REFER TO THE CLEAR SPAN OF THE ARCH. REINFORCING STEEL
SHALL BE CUT AND HENT INTO THE JUNCTION STRUCTURE IN THE SAME
MANNER AS FOR A PIPE. A CONCRETE CRADLE IS NOT REQUIRED FOR A
REINFORCED MONOLITHIC ARCH.
3. STATIONS -SHOWN ON THE PROJECT DRAWINGS FOR LATERALS APPLY AT THE
INTERSECTION OF CENTER LINES OF MAIN LINE AND LATERAL. STATIONS
SHOWN ON THE PROJECT DRAWINGS FOR CATCH BASIN CONNECTOR- PIPES
APPLY AT THE INTERSECTION OF THE INSIDE MALL OF THE MAIN LINE WITH
THE CONNECTOR PIPE CENTER LINE.
4. VALUES FOR A, B. C AND D SHALL BE SHOWN ON THE PROJECT DRAWINGS,
ELEVATION R AND ELEVATION S SHALL. BE SHOWN ONLY WHEN REQUIRED_ PER
NOTE 5.
5. o. ELEVATIONS R AND S NEED NOT BE SHOWN ON THE PROJECT DRAWINGS
IF THE INLET PIPE IS TO ENTER THE MAIN LINE RADIALLY.
b. ELEVATION R SHALL BE SHOWN ON THE PROJECT DRAWINGS ONLY IF A
STUB IS TO BE PROVIDED IN THE MAIN LIME FOR FUTURE CONNECTION
OF AN INLET PIPE.
C. ELEVATION S SMALL BE SHOWN ON THE PROJECT DRAWINGS IF AN INLET
PIPE IS TO ENTER THE MAIN LINE OTHER THAN RADIALLY. INLET PIPE
SHALL BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO THE
CATCH BASIN OR GRADE BREAK IN LINE.
6. THE INLET PIPE SHALL ENTER -THE MAIN LIME RADIALLY UNLESS.t3THERWISE
INDICATED. THE INLET PIPE MAY ENTER THE MAIN EINE OTHER THAN
RADIALLY IF...ANGLE A IS GREATER THAN.450. B IS LESS THAN OR EQUAL TO
600 mm '(24') AND -THE OUTSIDE DIAMETER OF THE INLET PIPE IS LESS THAN
.5 D* OTHERWISE. 'STANDARD PLAN 340 SHALL BE USED,
7. NO MORE THAN ONE OPENING SHALL BE MADE IN ANY ONE SECTION OF PIPE.
8. THE OPENING FOR THE BREAKOUT SHALL BE RECTANGULAR AND CUT NORMAL
TO THE PIPE SURFACE WITHOUT DAMAGING THE REINFORCING STEEL. THE
TRANSVERSE REINFORCEMENT OF THE MAIN LINE SHALL BE CUT AT THE
CENTER Of THE OPENING AND BENT INTO THE TOP ANO BOTTOM SLABS OF
THE SPUR.
9, THE MAIN LINE SHALL BE REINFORCED WITH A CONCRETE CRADLE AND
ENCASEMENT IAS APPLICABLE). A CONCRETE ENCASEMENT IS REQUIRED IF A
JOINT IN THE MAIN LINE FALLS WITHIN THE LIMITS OF THE CRADLE. THE
CONCRETE ENCASEMENT SHALT. EXTEND 300 mm (I20) ABOVE THE TOP OF THE
MAIN LINE AND TO THE LIMITS OF THE CRADLE.
IF CONNECTING TO AN EXISTING STORM DRAIN. PORTION OF CRADLE
OPPOSITE INLET MAY BE OMITTED.
10. REINFORCING STEEL SHALL. CONFORM TO ASTM A 615M. GRADE 300. (ASTM A 615.
GRADE 40). AND BE PLACED 40 mm 0 1/2') CLEAR FROM CONCRETE SURFACES. .
UNLESS OTHERWISE SHOWN F BARS SHALL BE CARRIED TO A POINT NOT LESS
THAN J DISTANCE FROM CENTER LINE WITH J = 7D/I2 + 150 mm (61.
11. FLOOR OF THE SPUR SHALL BE STEEL -TROWELED TO THE SPRING LINE OF
THE SPUR.
12, DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT
EXACT EQUAL VALUES. IF METRIC VALUES ARE USED, ALL VALUES USED FOR
CONSTRUCTION SHALL BE METRIC VALUES. EXCEPT REINFORCING BARS SIZES IN
ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES, IF ENGLISH UNITS
ARE USED.: ALL VALUES USED FOR CONSTRUCTION SMALL BE ENGLISH UNITS.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDMDP.A14
MEFRIC
331 — 2
JUNCTION STRUCTURE -�-- PIPE TO PIPE INLET
ID > 600 mm (24") OR OD> 1/2 MAIN .INE ID
SHEET 2OF2-
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 EFFECT.
SEAL -ENGINEER
W ESSIONAI
F
h y�
wr�ARlC M. TORREY50 m
r= No. 66068 :;a
Exp. 06-30-06
CIVIL
F OF C A��FO
(KeV. 3129199)
A1.141�CASC
E 1\I GI 1 N E E R I I\I 4CA--
937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324
PH. (909) 783-0101 FAX (909) 783-0108
PREPARED BY. ARIC M. TORREYSON R. C. E. NO. 66068
EXP. D : 06-30eAel
A`_/'/ 1DATE. Irk lO S
DRAWN BY -
03,
DESIGNED BY:
A.T.
CHECKED BY:
C.V.A 64M
CITY OF FONTANA, CALIFORNIA
COYOTE CANYON
TRACT 16325 SCALE:
STORM DRAIN IMPROVEMENT PLANS NIA
STANDA DETAILS DATE:
1001 JUNE, 2005
APP D BY: DRAWING NO.: 6
' 3743
ITY ENGINEER-*'R.C.E. 51152 DATE:
is