HomeMy WebLinkAbout3249-3BRICK AND MORTAR
SECTION 13-13
NOTES:
1. THIS DETAIL IS A TYPICAL INSTALLATION FOR ALL RCP LATERAL'S
2. THE JUNCTION STRUCTURE SHALL BE MODIFIED PER THE INSET
DETAIL (SEE INSET TO THE RIGHT)
DOUBLE COURSE' ca
-
4" X 8" BRICK; - -
JD MORTAR PLUG -
3' SQ. _ - 18" SQ.
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BRICK AND MORTAR DETAIL
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C. LATER AUCONNECTOR PIPE
,•— t MAIN LINE RCP
CLASS C i
MORTAR
I
STA. PT.
.B
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V
to mm a•
CASE I
PLAN
265 Kq-2 14 Mpa
(450- -20001
CONC. ENCASEMENT,
SEE NOTE 5
SEE NOTE
'LB>45°
-- --J --
CASE 2
-CONC. PIPE. RCP OR CSP
E,IMOIN LINE RCP—j
r.��lft
PROMULGATED ErY THEJUNCTION
4' X 4' X 1"
STANDARD PLAN
0
MARINE PLYWOOD
o`
I
BEDDING OF
r
INLET PIPE
SHEET 1 OF 2
BACKFILL WITH
9
265 Kqq-C-f4 Mpa
DRAWING NO.:
3249
{450-C-20001
o:
- - ^�-`'
DOUBLE COURSE
�4=-
4' X 8" BRICK
AND MORTAR PLUG
r
THRUST BLOCK
48" STUBOUT ON—/
TRANSITION
STRUCTURE
-CONC. PIPE. RCP OR CSP
E,IMOIN LINE RCP—j
r.��lft
CONCRETE OR
COMPACT SOIL TO
NOTE 4
SEE NOTE 6
I
RELATIVE DENSITY
REQUIRED BY
SPECIFICATIONS
UNDISTURBED EARTH BEDDING. PER
SPECIFICATIONS
CASE I
SECTION B -B
FOR OUTLET SEE STD.
CATCH BASIN PLANS
r -CATCH BASIN FLOOR
1/2 OD MIN. "''
:q
CONC. PIPE,
BACKFILL •�•�� �•4
RCP OR CSP
BEDDING • ``
.. QD
CASE I
SECTION C—C
VARIES TO Sl
CONDITIONS
s9!
PLAN
CASE 3
SADDLE CONNECTION
SECTION
iRTAR
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED ErY THEJUNCTION
STRUCTURE — PIPE TO PIPE
STANDARD PLAN
0
[ID <_ 600 mm (24IT
o`
I
BEDDING OF
r
INLET PIPE
SHEET 1 OF 2
BACKFILL WITH
9
265 Kqq-C-f4 Mpa
DRAWING NO.:
3249
{450-C-20001
o:
CONCRETE OR
COMPACT SOIL TO
NOTE 4
SEE NOTE 6
I
RELATIVE DENSITY
REQUIRED BY
SPECIFICATIONS
UNDISTURBED EARTH BEDDING. PER
SPECIFICATIONS
CASE I
SECTION B -B
FOR OUTLET SEE STD.
CATCH BASIN PLANS
r -CATCH BASIN FLOOR
1/2 OD MIN. "''
:q
CONC. PIPE,
BACKFILL •�•�� �•4
RCP OR CSP
BEDDING • ``
.. QD
CASE I
SECTION C—C
VARIES TO Sl
CONDITIONS
s9!
PLAN
CASE 3
SADDLE CONNECTION
SECTION
iRTAR
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED ErY THEJUNCTION
STRUCTURE — PIPE TO PIPE
STANDARD PLAN
PUBGREENWOKCO ITTEEEINC.,
GREENBOOK CGMNITIEE
[ID <_ 600 mm (24IT
METRIC
332-1
I
O
r
REV. 19N
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. REVISION DESCRIPTION
ReC-D NR� ZRA kA) IX G
INSET DETAIL
DATE ENGR. CITY DATE
l�lo R f•3o��
JUNCTION STRUCTURE DETAIL
3/4:1 SLOPE OR GREATER
OR ADEQUATE SHORING
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.
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CITY OF FONTANA, CALIFORNIA
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CHECKED BY: BY.
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DRAWING NO.:
3249
3
22
-
STORM DRAIN
NOTE: CONTRACTOR SHALL PATCH AND
REPAIR ANY EXISTING AC SURFACE THAT
WAS DAMAGED. COST OF AC RESTORATION
SHALL BE INCLUDED IN THE UNIT COST
OF THE PIPE
_._z�77..-_ -
90% COMPACTED —
/-NATIVE BACKFILL
3" MAX. SIZE
e c
o 4 a
�• a
64-�4
4. 4 _
P V d -
GRANULAR BEDDING
FROM SELECTED
TRENCH SIDE MATERAIL
(1" MAX. SIZE)
6" MIN.
GRANULAR BEDDINNG FROM
SELECTED TRENCH SIDE MATERAIL
FOR PIPE 10' GREATER IN DEPTH
USE 1/2" CRUSHED STONE
BEDDING
NOTES
O1 TRENCH WIDTH SHALL BE CONTROLLED TO TOP OF
THE PIPE ZONE
2O TRENCH DEPTHS OF GREATER THAN 5' SHALL
HAVE ADEQUATE SHORING PER CAL—OSHA
REQUIREMENTS.
O3 CLASS II AGG. BASE ALL TRENCHS LESS THAN 100'
IN LENGTH
® COMPACTION SHALL BE 90% STANDARD IN ALL
ZONES OTHERWISE SPECIFIED. TRENCH STABILITY
SHALL CONFORM TO CAL—OSHA REQUIREMENTS
FESS/ 1
S�2
Q
ir �- - - -_Rxp. 9/30/05
��9TF C / V 1
OF CA1-�
TYPICAL TRENCH SECTION
NTS
GENERAL NOTE
I. 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. IF
ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION
SHALL BE ENGLISH UNITS.
NOTES
CASE I AND CASE 2
I. IF ANGLE A IS LESS THAN 45' OR IF D IS LARGER THAN 600 mm
(241, THEN ANOTHER STANDARD STRUCTURE SHALL BE SPECIFIED.
2. THE OUTSIDE DIAMETER OF THE INLET PIPE SHALL NOT EXCEED
ONE-HALF THE INSIDE DIAMETER OF THE MAIN LINE.
3. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY, IF THE
INLET PIPE CANNOT ENTER RADIALLY, THEN ANOTHER STANDARD
STRUCTURE SHALL BE SPECIFIED.
4. THE SIZE OF THE OPENING INTO THE MAIN LINE SHALL BE THE
OUTSIDE DIAMETER OF THE INLET PIPE PLUS 30 mm (11 MINIMUM
TO 75 mm (31 MAXIMUM.
5. ALL CONNECTOR PIPES FOR CASE 2 SHALL BE ENCASED IN CONCRETE
IF LAID WITHIN THE MAIN LINE EXCAVATED TRENCH OR IF LAID ON
FILL WHICH HAS NOT BEEN DENSIFIED.
6. BURN OR CHIP END OF CONNECTOR PIPE FLUSH WITH INNER SURFACE
OF MAIN LINE. ROUND EDGE OF CONCRETE PIPE OR RCP.
7. ALL CSP AND FITTINGS SHALL BE GALVANIZED.
8. STATION SPECIFIED ON THE PROJECT DRAWINGS APPLIES AT THE
INTERSECTION OF THE INSIDE WALL OF MAIN LINE AND THE CENTER
LINE OF INLET PIPE.
9. CASE 2 SHALL NOT BE USED TO CONNECT TO THE FLOOR OF A
GRATING CATCH BASIN WHERE THE GRATE WILL BE SUBJECT TO
VEHICLE TRAFFIC.
10. FOR CASE 2, NOT MORE THAN 3.5 m 029 OF INLET PIPE SHALL BE
LOCATED WITHIN THE MAIN LINE EXCAVATED TRENCH.
CASE 3
11. CONNECTIONS TO PIPES 525 mm (210) OR LESS IN DIAMETER WITHOUT JUNCTION
STRUCTURES OR PRECAST Y BRANCHES SHALL BE MADE WITH SADDLES.
12. THE OUTSIDE DIAMETER OF THE INLET PIPE SHALL NOT EXCEED ONE-HALF
THE INSIDE DIAMETER OF THE MAIN LINE.
13. TRIM OR CUT SADDLE TO FIT SNUGLY OVER THE OUTSIDE OF THE MAIN LINE
SO ITS AXIS WILL BE ON THE LINE AND GRADE OF THE CONNECTOR PIPE.
14. THE OPENING INTO THE PIPE SHALL BE CUT AND TRIMMED TO FIT THE
SADDLE SO THAT NO PART WILL PROJECT WITHIN THE BORE OF THE
SADDLE PIPE.
15. THE CONNECTOR PIPE SHALL BE SUPPORTED AS SHOWN IN CASES I AND 2.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
sraNnaRn PLAN
332 - 1
9I1EET2 OF 2
JUNCTION STRUCTURE — PIPE TO PIPEmmIU
[ID:5 600 mm (24")]
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n RO&W 1_N
C°"OND
11331 WEST SIXTH STREET, ONTARIO, CCA IO91762
A
(9 933-5225, (909) 933-5228 FAX
CITY OF FONTANA, CALIFORNIA
CITRUS AVENUE STORM DRAIN IMPROVEMENTS
DRAWN BY:
RA
DESIGNED
RE
CONSTRUCTION
A ST , DA
C S
D ILS
D ILS
E
SCALE:
NO SCALE
01—
epared Under The Supervision Of :
Date : f—1 4'-O,j
DATE:
6/03
CHECKED BY: BY.
JL
BY•
-- � �'ZT
ITV ENGINEER R.C.E- 51152 DATE:
DRAWING NO.:
3249
3
22
-