HomeMy WebLinkAbout4909-4� MAIN
LINE RCB
W BARS '� �
SEE NOTE 3
ROUND EDGE TO
3" (75 mm} R �
STATION POINT, 1
SEE NOTE 2 1
I
I I
�q / e
PLAN
T
CONSTRUCTION JOINT
I� � OR MORE
f OR �4 ®1f3
OM�I50 )OC
G
ROUND EDGES TO
APPROXIMATE R
OF ID i OF LATERAL
WITH A MAXIMU�1
OF 3' � 0" (1.0 m)
D&EBARS
D,E,H&GBAP.S
CONSTRUCTION JOINT
SECTION G—G
NEW OR IEXISTi�IG RCB, SEE NOTE 6
I W BA i S
D BARS ANY STANDARD
F BARS PIPE JOINT
2-H BARS 4" OC 1-
(100 mm), SEE NOTE
ROUND �-a- �-=—"�� 1 �3 OR 1�4 ®18" OC
EDGE � (10M � 450 mm)
m _ __�.- P
a
B T m
� �
w m
o �
15` (375 mm) 5" (130 mm)
® 18" OC
3M ®450 mm) F BARS
� LATERAL / ~
CONNECTOR PIPE
21` (525 mm 5` (130 mm
24" 600 mm) 51/4' (140 mm)
T
27` (675 mm} 51/2' (140 mm)
30` 50 mm} 6" (160 mm)
33` (825 mm 61/4' (160 mm)
�
F BARS T
B
T
Q p
��44 ®�e" oc
(�13M ®450 mm)
=
OTH WAYS TO
�/�
BE USED WHEN
BIS 60" (1500 mml
I� � OR MORE
f OR �4 ®1f3
OM�I50 )OC
G
ROUND EDGES TO
APPROXIMATE R
OF ID i OF LATERAL
WITH A MAXIMU�1
OF 3' � 0" (1.0 m)
D&EBARS
D,E,H&GBAP.S
CONSTRUCTION JOINT
SECTION G—G
NEW OR IEXISTi�IG RCB, SEE NOTE 6
I W BA i S
D BARS ANY STANDARD
F BARS PIPE JOINT
2-H BARS 4" OC 1-
(100 mm), SEE NOTE
ROUND �-a- �-=—"�� 1 �3 OR 1�4 ®18" OC
EDGE � (10M � 450 mm)
m _ __�.- P
a
B T m
� �
w m
o �
15` (375 mm) 5" (130 mm)
�
�
E
O
�
�
O
�
18` (450 mm} 5" (130 mm)
21` (525 mm 5` (130 mm
24" 600 mm) 51/4' (140 mm)
�
v
�
27` (675 mm} 51/2' (140 mm)
30` 50 mm} 6" (160 mm)
33` (825 mm 61/4' (160 mm)
36` (975 mm) 61/2' (170 mm)
39` (990 mm 7" (i80 mm}
42` 1050 mm) 71/2' (190 mm)
USE WITH STANDARD P C:IFiCATIONS UBIJC WORKS CONSTRUCTION
o
45` (1125 mm) 7 3/4' (200 mm)
54` (1350 mm) 9"
57` (1500 mm 91
60' (1500 mm} 9 i
63' (1654 mm) 10'
66` 1680 mm) 10
69` (1800 mm) 10
ELS ?2 -
SEE NOTE 8 E BARS 78•
� �.�- 84`
2-G BARS. 4"OC, SEE NOTE 3 EL R, SEE NOTE 8 90'
.::a
:�� '' UNDISTURDED EARTH
,;•e
�' o: �: BACKFILL WITH 450-C-2000
I (265 -C -i4) MtX CONCRETE, OR
COMPACT SOIL TO RELATIVE DENSITY
REQUIRED QY SPECIFICATIONS. BACKFILL
MAY BE OMITTED IF STRUCTURE IS LAID
ON UNDISTURBED EARTH TO STORM
SECTION Z—Z DRAIN WALL.
108` (2700 mm 16" (410
1i4` (3000 mm 161/2' (4:
1�` (3050 mm) 17` (430 r
mm) ,� �
10 mm) �
4 mm) �
�. �
60)mm) � v
80 mml I m
mm)1 I
1138' (345a mm) 117 1/2' (450 mm) I
STANDARD PLANS FOR PUBLIC WORKS .CONSTRUCTION .
�ta`anc.�►TID eY n�
STANDARD PLAN
P`� `"�
JUNCT60I�9 STRUCTURE = PIPE TO RCB
:333-2
SHEET 2 OF 2
�; ,�: z�
SHEET 1 OF 2
USE WITH STANDARD P C:IFiCATIONS UBIJC WORKS CONSTRUCTION
v
D
� ON
0
o
N DIAL /!!T TW❑ W❑RK I NG
BEFORE ��.�� DAYS BEF❑RE
YDU DIG Y❑u DIG
0
T❑LL FREE 1-800-227-2600
o A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
i �
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
��
NOTES
1. VALUES FOR A, BAND C SHALL BE SHOWN ON THE PLANS.
ELEVATION RAND ELEVATION S SHALL BE SHOWN WHEN REQUIREIJ PER
NOTE 8.
2. STATIONS SPECIFIED ON THE PLANS APPLY AT THE INTERSEC1lO�N
OF CENTERLINES OF MAIN LINE AND LATERALS, EXCEPT THAT
STATIONS FOR CATCH BASIN CONNECTOR PIPES APPLY AT INSIDE= WALL
OF STRUCTURE. �'
3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE �'1.0,� (ASTlv1
A 615M, GRADE 300), AND SHALL TERMINATE 1 1 /2" (40 mm) CLEP�R OF
CONCRETE SURFACE UNLESS OTHERWISE SHOWN.
i
a. W BARS ARE OF SIDE AND SPACING SPECIFIED FOR WALL STEEL ON
PLANS, AND SHALL BE CUT iN CENTER OF OPENING AND
BENT INTO TOP AND BOTTOM OF JUNCTION STRUCTURE.
b. OMIT H BARS WHEN SOFFIT OF SPUR IS 12" {300 mm) OR LESS BELOW
SOFFIT OF MAIN LINE, AND OMIT G BARS WHEN INVERT OF SPUR IS
12" {300 mm) OR LESS ABOVE FLOOR OF MAIN LINE.
4. JUNCTION STRUCTURE SHALL BE POURED MONOL{THICALLY WITH i MAIN
LINE, MANHOILE OR TRANSITION STRUCTURE.
5. FLOOR OF STRUCTURE SHALL BE STEEL—TROWELED TO THE SPRGNG
LINE.
6. WHEN CONNECTING TO EXISTING RCB, BREAKOUT LIMITS AND DETAILS
SHALL BE SHOWN ON THE PLANS.
i
7. EMBEDMENT, P, SHALL BE 5" (130 mm) FOR B = 96" (2400 mm) OR LESS
8" (200 mm} FOR B OVER 96" {2400 mm).
i
8. IF ELEVATION RAND ELEVATION S ARE NOT SHOWN ON THE PLANS
THEN THE INLET OPENING SHALL FALL 6" (150 mm) BELOW �
THE SOFFIT OF THE MAIN LINE WITH THE INLET PIPE LAID ON A, STRAIGHT
GRADE FROM MAIN LINE TO CATCH BASIN OR TO GRADE BREAK IBJ INLET
LINE. ELEVATION S SHALL BE SHOWN ON THE PLANS IF THE INLET
OPENING FALLS MORE THAN 6" (150 rnm) BELOW THE SOFFIT CF .THE
MAIN LINE 1MTH THE INLET PIPE LAID ON A STRAIGHT GRADE
AS STATED ABOVE.
ELEVATION R SHALL BE SHOWN ON THE PLANS ONLY WHEN
A STUB IS TO BE PROVIDED FOR A FUTURE CONNECTION.
i
9. LATERALS OR CONNECTOR PIPES 24" (600 mm) OR LESS iN DIAtv!IETER
SHALL BE NO MORE THAN 5' (1.5 m) ABOVE THE INVERT. LATER��LS OR
CONNECTOR PIPES 27" (675 mm) OR LARGER IN DIAMETER SHALL BE NO
MORE THAN 1 �3" (450 mm) ABOVE THE INVERT, WITH THE EXCEPTION THAT
CATCH BASIN CONNECTOR PIPES LESS THAN 50' (15 m) IN LENGTH SHALL
NOT BE MORE THAN 5' {1.5 m) ABOVE THE INVERT.
10. THE NEED FOR AN EDGE BEAM AND/OR ADDITIONAL RElNFORCEf,,9EfaT
SHALL BE INVESTIGATED BY THE ENGINEER FOR ANY ONE OF THE
FOLLOWING CONDITIONS:
a. ANGLE A IS LESS THAN 30'
b. TOP OF INLET PIPE IS LESS THAN 6" (150 mm) BELOW THE SOFFIT
c. FLOW LINE OF INLET PIPE IS LESS THAN 7" (180 mm) AEOV�� 'THE
THE FLOOR OF THE RCB AT THE INSIDE FACE
�,��®�R�
��im®mma
®��
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION I
ST�4MDARD PLAN
333® �
.
JUNOTIOP�
¢� _ � ���
��TRi1CTlJRE PIPE TO R�E�
SHEET 2 OF 2
SHOULD CONSTRUCTION OF REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH 1N A
DILIGENT MANNER, THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS 1N EFFECT
i
BAs�s of �EARINcs:
THE CENTERLINE OF CITRUS AVENUE, ALSO BEING THE EAST LINE OF SECTION 36, T.1 N.,
R.6W., S.B.M. AS SHOWN ON TRACT 16568, AS RECORDED 1N M.B. 300/59-62.
BEING: N 00'00' 13" E
PREPARED FOR:
IO�El21 TAGE H�►NIES
1250 CORONA POINTE COURT
SUITE 210
CORONA, CA 92879
TEL (951) 547-8320
FAX (951) 547-8301
I
ORIGINAL BE1�1C:1-IM,�RIK
CITY OF FONTANA BM -361
R.R. SP1KE IN PP N0. 1536697E AT THE SIS/ CORNER
OF BASELINE AVENUE AND SULTANA ��VENUE.
ELEVATION: 1365.01, SINCE DESTROYf.D
SITE 13EIVCl�I1b9Air I=:
SW CORNER, SEC. 31, T_ 1 N., R_5V/., S. BM. -2" 1. P_
WITH BRASS CAP, C.S.M. AT THE INTERSECTION OF
BASELINE AVENUE AND CITRUS AVENLIE.
EiFVAT(01� 1395.02
r�eaaaa ev.
ALLAH➢ ENGINEERING
�'��� ��-�``"`��`` Civil Engineering -Land Surveying -Land Planning
,�-� 8253 Sierra Avenue
Fontana, Cal�farnia 92335
(909) 356-1815 Fax (909) 356-1795
Q,
Aaymon 1. .36D52 Date
(expires 6/30/2012)
FESS CITY OF EONTANA, CAtlFORNIA
QRO � ON
��� oN� �- �� q� �, OFF-SITE STORM DRAIN IMPROVEMENT PtAI�J
��" �� `9� �� DRAWN BY: SCALE:
� � No. 36052 � m AE TRACT N0. 77389 AS NOTED
w ''� DESIGNED BY: DETAILS DATE:
� Exp. 6/30/12 � AE � SEPTEMBER, 2011
��y�F �! v ��- o�a�P :CHECKED BY: AP OVED DRAWING NO.:
OF CALF DSH DATE: �,I' !?
4
`�� CITY ENGINEER R.C.E. 51152 499 4
Filename: C:\PROJECTS\TRACT Na 17389\dwg\Final Design\STORM DRAIN\Off—Site\17389—OF SD-04.dwg