HomeMy WebLinkAbout3116-C-74
F/
A
i
PLAN
ELEVATION
I _ READW"ALL SHALL BE MONOLITHIC,
LAA' ALL BARS AT CORNERS 30 DIAMETER$
IF NOT CONTINUOUS.
-� 2 -a4 OR 5
SEE NOTE
4 QR*5 12•'
FA. WAY
5EE "Win a
REINFORCING DETAIL
SON 90NAR011140 COU TY ROAD DEPARTMW
ONE .76 A A. Nicholas
COUNTY EN+GIN€Eit
*4 OR 45 12"
= EA- WAY
G LINED 5EE NOTE 2
iGu �-'."";►
-1 t>LRAS CONTINUOUS BAR-
-/
SEE NOTE 2 90v EIENO
SECTION A
FR I'5 12"
EA. WAY
NOTE 2
NOTES"
f. HEADWALL SHALL BE CONSTRUCTED OF
CLASS A CONCRE7E.
2. REINFORCING STEEL SHALL BE NO. 4 BARS
FOR "Wa UP TO 60". ABOVE 0 We`BO" NO.
5 BARS SHALL BE USED. 2" M I N
CLEARANCE v34 D 1 AMIETER LAP, ALL STEEL.
3. ADJACENT SLOPES SMALL BE If TO t
OR FLATTER.
4. MULTIPLE PIPES TO BE SET WITH LONG-
ITUDINAL
ONG,.,-
ITUDISIAL CENTERS 1 213 DIAMETERS
APART.
5, ALL EXPOSED CORNERS TO BE ROUNDED
3/4" RAD I CIS .
6. W $MALL BE INCREASED WHEN MULTfPLE
PIPES OR PINES ON SKEW ARE USED.
HEADWALL 209
WINO —TYPE
It LATERAL/CONNECTOR PIPE
FF+__T__C MAIN LINE RCP
wI
CASE .I
PLAN
265 K -iC-14 Mpo
(450--2000)
CLING. ENCASEMENT.
SEE NOTIE 5 --._
SEE NOTE
+.B
L450'
0"
BEDDING OF
-CONC. PIPE. RCP OR CSP
,1DAIN LINE RCP
4
INLET PIPE
IMEN ION.
F
STANDARD C LAN
E
i"
W
SES NOTE 6
265 Kg -C-14 Mpa
—1000)
•r i
+
30" I
J3 _ s'�
�
4 �,
� aK
-
RELATIVE DENSITY
�;• .:_;
4
e -r
V-8
V_66,
'e -2n
45.4
'�'i N
4i—o"'
6'+0i
4!v&@
54"
g'- 2"
4!- 66.'
SF- V
V _4"
SON 90NAR011140 COU TY ROAD DEPARTMW
ONE .76 A A. Nicholas
COUNTY EN+GIN€Eit
*4 OR 45 12"
= EA- WAY
G LINED 5EE NOTE 2
iGu �-'."";►
-1 t>LRAS CONTINUOUS BAR-
-/
SEE NOTE 2 90v EIENO
SECTION A
FR I'5 12"
EA. WAY
NOTE 2
NOTES"
f. HEADWALL SHALL BE CONSTRUCTED OF
CLASS A CONCRE7E.
2. REINFORCING STEEL SHALL BE NO. 4 BARS
FOR "Wa UP TO 60". ABOVE 0 We`BO" NO.
5 BARS SHALL BE USED. 2" M I N
CLEARANCE v34 D 1 AMIETER LAP, ALL STEEL.
3. ADJACENT SLOPES SMALL BE If TO t
OR FLATTER.
4. MULTIPLE PIPES TO BE SET WITH LONG-
ITUDINAL
ONG,.,-
ITUDISIAL CENTERS 1 213 DIAMETERS
APART.
5, ALL EXPOSED CORNERS TO BE ROUNDED
3/4" RAD I CIS .
6. W $MALL BE INCREASED WHEN MULTfPLE
PIPES OR PINES ON SKEW ARE USED.
HEADWALL 209
WINO —TYPE
It LATERAL/CONNECTOR PIPE
FF+__T__C MAIN LINE RCP
wI
CASE .I
PLAN
265 K -iC-14 Mpo
(450--2000)
CLING. ENCASEMENT.
SEE NOTIE 5 --._
SEE NOTE
+.B
L450'
0"
BEDDING OF
-CONC. PIPE. RCP OR CSP
,1DAIN LINE RCP
4
INLET PIPE
•: i _p t:
t45�
STANDARD C LAN
BACKFILL WITH
[I1)ii� 60 mm (2
1 .0 4 }�
-
SES NOTE 6
265 Kg -C-14 Mpa
—1000)
•r i
+
(450—C-1000)
450—
CONCRETE- OR
a'i • •i ! •i
COMPACT _SOIL TO
-
RELATIVE DENSITY
�;• .:_;
..
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
REOUIRED BY
•:
+
SPECIFICATIONS
. •.
UNDISTURBED EARTt#
BEDDING, PER
SPECIFICATIONS
CASE
I
SECTION
B—B
FOR OUTLET SEE STO,
CATCH BASIN PLANS
Vj:% j --CATCH BASIN FLOOR
/r SEE NO4
.' "LB>459
CASE
IS€E NOTES 9 & 101
CONC. PIPE.
RCP OR CSP
UA09WO► � �SI.
BACKFILL
BEDDING
OD 4
CAS E I
SECTION C—
CLASS C MORTAR
I
SECTION
CASE 5
SADDLE CONNECTION
AMERICAN PUBLIC WORKS ASSOCIATION - SOUNERN CALIFORNIA CHAPTER
PROMULGATED BY THE
JUNCTIONSTRUCTURE s PIPE T PIPE
STANDARD C LAN
PUBLIC WORKS STANDARDS IND.,
GREENBOMCOEU4MITTEE
1084
[I1)ii� 60 mm (2
1 .0 4 }�
-
REV 1990
SHEET I OF 2
, USE WITH STANDARD SPECIFICATIONS FOR -PUBLIC WO. RICS40NSTRU ON
Underground Service Alert
FSR E
Call: TOLL FREE
Ue
1-800
227-2600
TWO WORKING DAYS BEFORE YOU DIG
A)))MERICAN PUBLIC -MOAKS ASSC��CIATIO:N -:SOUTHERN ALIFORM_ IIA CHANTER
PLANS PREPARED BY
Associated Engineers
3311 East Shelby Avenue
Ontario, California, 91764
TEL. (909) 980-1982
FAX: (909)941-0891
A.E. JOB No. 00-096
JUNCTION ST U. TU .PIFE TOP IPE
(24")]
SI
Q�OFESONgI
W BRUCE W. LYON
No. 3-
Exp. 12-3131-04
r�4T_ cIV1L
OF CA�-�F
Notice TO Contractor:
CAUTION: The Engineer Preparing These Plans
Will Not Be Responsible For Or Liable For,
Unauthorized Changes Or Uses Of These Plans.
All Changes To The Plans Must Be In Writing
And Must Be Approved By The Preparer Of
These Plans.
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
REV.
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
GENERAL NOTE
I. DIMENSIONS SH6WN ON THIS PLAN POR METR11C 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* EN-CLISK UMTS. - -
NOTES
CASE I -AND-CASE 2 =
1. IF ANGLE A 13 L ESt THAN -45* U -R A F ..D I S LARGER THAN 600 M* mi
(240)1 THEN ANOTHER -.STANDAR€ .$TRUCTURE -SHALL .BE-SP-ECIPI-ED:
2. THE OUTSIDE DIAMETER O'F - THE INL:ET=-PIPE SHALL NOT' EXCEED.
ONE-HALF THE'INS-11)E DIAMETER --'OF THE MAIN LINE.
3, THE IN[_ET 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 TIME OPENING INTO THE MAIN LINE SHALL- BE THE
OUTSIDE DIAMETER OF -THE INLET PIPE PLUS 30 mm (I') MINIMUM
TO 75 mm (3") MAXIMUM.
5, ALL CONNECTOR PIPES FOR CASE 2 SHALL BE €NrwASEDI 'IN CONCRETE
IF LAID WITHIN THE AMAIN LINE -EXCAVATED -TRENCH -OR IF LAID ON
FILL 'WHICH HAS NOT BEEN DENSIF-IED.
B. BURW OR CHIP END OF CONNECTOR PIPE FLUSH WITH INTER SURFACE
OF MAIN -LINE. ROUND EDGE OF CONCRETE PIPE OR RCP---
7. ALL CSP AND FITTINGS SHALL- BE GALVANIZ ...
S. STATION SPECIFIED ON THE PROJECT DRAWINGS AP -PLIES AT THE
INTERSECT -ION 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
VEH-ICLE TRAFFIC.
10, FOR CASE 2. NOT MORE THAN 3.5 -m (12') OF INLET PIPE SHALL BE
LOCATED WITHIN THE MAIN LINE EXCAVATED TRENCH.
CA
II, CONNECTIONS. TO PIPES- 525 • min (21') OR LESS. IN DIAMETER WITHOUT JUNCTION
STRUCTURES OR PRECAST' Y BRANCHES SHALL BE MADE. WITH SADDLES.
12. THE -OUTSIDE DIAMETER OF THE iNL* ET PIPE ..SHALL"NOT EXCEED ONE-HALF
THE INSIDE DIAMETER OF -THE MAIN •LI -NE.
13. TRIM OR CIT 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' .GUT• -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 GASES I AND 2.
Prepared Under The Supervision Of:
14
4;,
Bruce W. Lyon
CITY CF FONTANA,CALIFORNIA
STORM DRAIN IMPROVEMENTS
1110 p Drawn By: Scale:
VAD LYTLE CREEK PLAZA
Design By: PM 14890 PHASE 2 Date:
BWL 1
Date: % /i JpZ Checked By: _ - ROVED t is`�tDrawing No.: C_7
RCE 31920 B WL DAT !� _7
CITY ENGINEER R.C.E. 51152 3 � C
ion C O R i ' 4 H By ., ., °`^ Pp a r—,' %s� '� 1 § ' �` - INC, (` = 3 tq ,, ; I t - p . - -
Wit ; t �, s }':`.%J. E �H.r .,-„a. € `i 4 #..,. �r dim t4 F !lS .r, LVv ? _��. dB :i O' CO -09
A)))MERICAN PUBLIC -MOAKS ASSC��CIATIO:N -:SOUTHERN ALIFORM_ IIA CHANTER
STANDARD PLAN
METRIC
SHEET 2 of 2
JUNCTION ST U. TU .PIFE TOP IPE
(24")]
Prepared Under The Supervision Of:
14
4;,
Bruce W. Lyon
CITY CF FONTANA,CALIFORNIA
STORM DRAIN IMPROVEMENTS
1110 p Drawn By: Scale:
VAD LYTLE CREEK PLAZA
Design By: PM 14890 PHASE 2 Date:
BWL 1
Date: % /i JpZ Checked By: _ - ROVED t is`�tDrawing No.: C_7
RCE 31920 B WL DAT !� _7
CITY ENGINEER R.C.E. 51152 3 � C
ion C O R i ' 4 H By ., ., °`^ Pp a r—,' %s� '� 1 § ' �` - INC, (` = 3 tq ,, ; I t - p . - -
Wit ; t �, s }':`.%J. E �H.r .,-„a. € `i 4 #..,. �r dim t4 F !lS .r, LVv ? _��. dB :i O' CO -09