HomeMy WebLinkAbout3239-4LATERAL/CONNECTOR PIPE CONG. PIKE. RCP OR CSP
�IMAIN LIFE RCP
a 4. IN LINE RCP �®a
49t fci
s CLATSC 15 (1/2a MIN.
SEE NOTE 4
STA, PT.tB BEDDING OF
INLET PIPE ,: 45'
BACKFILL WITH SEE NOTE 6
�=.e.l,
450 265 TI -140L
� "". "�;
(45(�030)
CONCRETE OR
COMPACT SOIL TO
RELATeIEDENSITY '• ; .;: _'
REQUIRED By
SPECIFICATIONS
UNDISTURBED EARTH BEDDING. PER
CASE I SPECIFICATIONS
PLAN CASEI
SECTIO
FOR OUTLET SEE STD.
CATCH BASIN PLANS
/--CATCH BASIN FLOOR QO
265 K -G-14 Wa ,� ' •`
(450--2000)
STANRARD PLAN
CONC. ENCASEMENT,
1/2 OD MIN,
SEE NOTE 5
CONC.
ICSP
BACKFILL
1 r
:¢ q
SEE NOTE S
BEDDING
5
SEE NOT 4
00
CASE I
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
(249. 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 01 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. FOUND EDGE OF CONCRETE PIPE OR RCP.
7. ALL CSP AND FITTINGS SHALL BE GALVANIZED.
6. 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 TME'GRATE WILL BE SUBJECT TO
VEHICLE TRAFFIC.
10, FOR CASE 2. NOT MORE THAN 3.5 m (129 OF INLET PIPE SHALL BE
LOCATED WITHIN THE MAIN LINE EXCAVATED TRENCH.
CASE 3
11, CONNECTIONS TO PIPES 525 mm (219 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 WAIN 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.
r
No. 615
RAILR❑AD SPIKE AT INTERSECTI❑N THE BEARING ❑F N89°30'06'E ALONG
OF CITRUS AVE. AND LOS CECR❑S THE No, LINE OF SEC. 30, TAN.,R,5W,
AVE„ IN POWER POLE NO, 9011E S,B.M. PER R.S, 58/5, WAS USED AS
ON THE EAST SIDE OF CITRUS AVE, THE BASIS OF BEARINGS FOR THIS
1467.59 PLAN.
3
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STANRARD PLAN
JUNCTION STRUCTURE PIPE TO PIPE
600 MT=L24
METRIC
332-1
r
No. 615
RAILR❑AD SPIKE AT INTERSECTI❑N THE BEARING ❑F N89°30'06'E ALONG
OF CITRUS AVE. AND LOS CECR❑S THE No, LINE OF SEC. 30, TAN.,R,5W,
AVE„ IN POWER POLE NO, 9011E S,B.M. PER R.S, 58/5, WAS USED AS
ON THE EAST SIDE OF CITRUS AVE, THE BASIS OF BEARINGS FOR THIS
1467.59 PLAN.
3
__j
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