HomeMy WebLinkAbout1769-209077/ W14 Y5
(.5'' FOR C/_ 6'.o Fo,I Ll = 3'- 4-
AJ
•Q 95g 511907-1-1 WA Ys F09 u = 6 �-o„
�iPOTECT/O/l/ 6414e
SL OPE %�" PE,P FT -- SE/E 'PE�TA/L %3' Olt/
• ' r. ' • T/ / /� J �E� /
• ; . • ... �Z,, PES Fr
•' � • ..— SCOPE' /
,17 y/2) W ?..r. Z, a„ ,.
FOR V=8 -O ORLE55 V
g" FOR V= 8'-O'' 7v zo o„ \ -'I
IAI_SUL L /¢ II
STEEL STEMS PE.P +: Ol/TL ET PE
O��P/,4/lAi/Y�/�/� �O72 r _
S1/ 0, v V O/ V 7-111-5, r •
Z CL EA,P V �
Co/VST. =• (TYPE k
1. • 't �I
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•.•
Pit a
..• 4 .�.
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(UNL,569 Or#,5PK//5E NOTEO) ��POU/V,O /PE
SECT�oN
A
,Ala 5C,91 E'
USE• Z . /2
.S C T/ 4 0-/V-
NO
564Z- E
/ LET 7t �HEly oUTZ. ET 10/PE E/rTE/ j #�,B��Ps
p�OP N .
/PEE T INTO O!/TE�P ,4Re0�!/ ,400
ST i4S S1-1a141N O/P ,460 !/1//RE Ilii
-5 r.4 rlew
�� ��• LOCAL- '
1/4 THICK STEEL PLATE-
PROVIPE .SLOT FDR Al1/C90R -
30 L T S 1 DRV L L FOR SOPPOR T
,BOLTS.
C46IR4
yOL E /N STEEL �OL,47E
i/2 " O/A /VEL SOi!/ STC/O
,4/VC q/l e.5 (`;!JL L IiYEL D)
-3"/PCO/US
OPEN/NG OETA/L
ND SC.4L E
cl/gg OREI6 OETA/L NOTES :
1. Tf/E STEEL RR07Z'CT/ON STEEL � PL,4TE SW,.4LL BE /NST,9L L EO
94 4 ,4T ENO.
2. ff61I`,PT ,BOL TS -5''16,4L L BE .51,9 CEO BUT NOT TO
E,YCEEO 7' ON CEAII`.
3. Sl/PPORT BOLT Sh�4L L BE OSP
Af'PROAOI lea6/AL .
4 STEEL SL ATE .5'177,9L L BE AL f/,4iLIB,PA FOUNO,PY ,9- 3 9// Ole
APP,PO vele? EQUAL -
S. PiPOTECT/OPV a4R 5h/4ZL BE AL .yAiLlB�,4 FOUri/O,PY .4- /S6 S USEO
,W171-1 AL -;r- /S77 ENO ,41VC14VIe-5 Oe ,4P�.POI�Ep EQUAL
D
L
T
/2'
/.O'
4
18"'/.O'
r�rrrr�r�rrs�irr■rr
610
24"
10,
614
3
15
ff,
48'
15
/O
57"
/.5'
/O"
60"
17,54
Z -04
6
1»
/ r
102„
3.00'
/7-/
/408"
3.00'
/9"
�
� �
Co�rlbOrwp;
'4 Ga /Z"
,\ 4-
.E.YPAiVS'/O�� t• � tv � � � i � .
JO/i(/T A00 2 4 I• h C i
BARS ^_s771; JoZ
Now or Ev�rt.
11V.5TA/L /lilA �• '
F,P�i17E � CO!/E/P Fx
PE.P S. B. COUNTY
/'v j
,
srr� o�YG, 20 �
51Z1V 1V ON ry/S ', ... ; ... r �� q
64 SIN S-ry,E� BOP /NL Z'Tt
CAT /1/O SCAL E
3- 4 akcwtr rws
,.#4goNO $,,C
(typ.)1 Y4„ �.
1V I' A emcm/e cchk r is reguvvd whwle ft a)*Vv It exc8aft o� EAR
2 WA&v pees of dif wW dbanle/a led wft a Conl"fe I '
1 ' co4bor, 4 and r sw be ft Is* of Me /arw *a VV4 41r
1 �
♦ i D 3, WN PIPE6 /6 24"09 L,4RGDi7 A /76i 0019BLe INTERIOR FORWI
1 SHALL BE 1-15ED OR Q Ir11 ERIOR JO/NT 6,q,41-1- BE CaWPL,5TEGY WITH MDRT4AN0 NEATLY FNINTEO.
• . / 4. &ry oe seise not &w use nee saw brw.
. 4
. 5. af4,wArmdV aro pees Z4 wd less a all"*" and W &W
Pts where ark/e A Is less Ma7 /0' l
6. Where neisbvinq is required the adbm&r of Me ahmAr fts q
sW# be D* (2 x w+vl/ Ifth ess 1 t 87 ,
SEC r1oAl 7. ~ 4 is egrsal to or less thm 4 A► hr wm ow wun' a (-r YR.) P¢'� = �
NO .SCAL E
It Qrary w JJk" Dj, 10h saff t CLIC-14
I = 4000 Poi , -/Cl = 60, COO Psi _„6C
P/PE' `CIPcULAR T/E5
�iPEC.9�'T CONCIPETE ENO¢@
C/RcuLA z TIE s
BL OCK /7 BE PL�CEO E
Q I -z L1151,W/Thl ENO of- �i� a0_LZI4,R JO/NTo2 DSP O
W � I
� i--- ---1- - ----� � Al T9. R
CONCR, H;rF CO/,. L AR %101NT
IPLAN 1D/E•wl
C•"•DO/�/�OL./7.r./ • ii0. �/ on �o/ f- -a39�� ;'
Ce O URE O�'T.4/L s.
/PIRE N.T
S 2
NO .SCAL ,"' i
R
rC-P ^F W,444
rj
-d
BASE OF WALL
Z0
TRANSVERSE 101#r
COWS_TRl'IMON JaNT 0EMLS
AOT M SCALE
Lacorn SnRucnwa ffJ1ff All
o� arrnc ra.r
j�LOAD
IQO• SK• I4 rr+Mss o/Mwwn eo!«�
DEAD LOAD
Earle Aooe Ow 64wiftoIlt Awl- we
AV* 040100f arorh of 401
S4I ea►!A !7 P. s. / poi► Ito/ e/ A%IIk
bM4" wVW p osavIr 6t I /. s. l Iw low of Aw's
MtopI of copvvlo: ISO / c 1.
ALLO"A E SFIiSS,f,�
left 4000 le ows
4&am/s.1
-1,- 14000
' owl AW *"*a* ow A C / !Ir • 61
rrrr�rrrrr
874 aro aRAve
0 .T
90° 13%''
03'1®r,
LaWg /IR
Ora A/ slr0-O- JMw 609•0 -AC
r�rrrr�r�rrs�irr■rr
NOTES.
/,,.M"APrAWS
_
EXTRA
/ "CLEAR Z - '« ¢
Ilr:�rrrlmrrr�rrlrErr
; RaRX.SR nu
EXTRA
VALUES for A,B,C D D Elevation R and Elevation . z, anon S are.
MAX
sa�. A/v/woV, ISOs, la' J, Is+of
,y
shown on plan. Table of values for F and T hereon.
r
t ,-
Z -04
2.
RM 70=1MP."I
a
Bon Ea S \N �'
♦ ~� �L
(�
•�
Opl�onol
� i
�
� �
Co�rlbOrwp;
'
CONI �Ornl _
-��
rri
go�na�e! _.1
RoirgA�M4
I r •
fibn EQ. SOC.
•
2/ a
2
.1.�
Caw loiel -
rl'i
C w -ser
case place 4-E bars symmetrically around shaft 45°
C -
�.
•�/2.
� �
, : � FIs'
2
4.
LENGTH of junction structure may be increased at
•
�rre�ltitri�
'
rl
S�Ir�I
!!5.
REA NFORCING STEEL. Straight bars, 1�" clear of face of
Boa EQ. SOc.
-
, .-1rrrr
C • 9or --
-D • Bo►
Mr,.WMIrE:�,
.
CI- Bar
detailed on plan.
'COW
0101”
EMBEDMENT 'P' shall be 5" for D796" or less and 8"
TABLE OF BAR SIZES
01.0111=
—Coes, Joint
ora
R.
0 o F'
rr•��rr-��®w4
- c:'
IlL■C3M,r/21
STEPS shall be 3/4" round galvanized steel and anchored
MEMNAr
Fm 1111011111
rr
rri
trr
l
not less than 6" in the walls of the structure and
,� 6
a (O"
shall project a minimum of 4 inches from point of
2„_ 4*
960
�,
14 :_-_•-,lam
_
be 16" or 17" on center The lowest eta sh11 t
��rc��ri■���rr
M-6�arJ)
�I�IC�rIm'�r
T2
w
e •
r�rirr
07INIMr•
TYPICAL R C BOX SEC®
•�rrrr
MW ro AL
TRANSVERSE 101#r
COWS_TRl'IMON JaNT 0EMLS
AOT M SCALE
Lacorn SnRucnwa ffJ1ff All
o� arrnc ra.r
j�LOAD
IQO• SK• I4 rr+Mss o/Mwwn eo!«�
DEAD LOAD
Earle Aooe Ow 64wiftoIlt Awl- we
AV* 040100f arorh of 401
S4I ea►!A !7 P. s. / poi► Ito/ e/ A%IIk
bM4" wVW p osavIr 6t I /. s. l Iw low of Aw's
MtopI of copvvlo: ISO / c 1.
ALLO"A E SFIiSS,f,�
left 4000 le ows
4&am/s.1
-1,- 14000
' owl AW *"*a* ow A C / !Ir • 61
2 -#¢
HXP5
t2"
r
DETA
,VOTE:- T/E' OARS AND
I'D "3AR.5 NOT .5#49WV
F -w cGAR/TY
7
/VOTE: ARG'V/OE SANE 10Is
CLOse 727 F.,,rM.ZIOR of
/yAL.L-
sEc riow �-G
2
PLAN OF LATERAL ,r wrONLY
Csstiaos seditienel /ecIs 6 O.C. ®Slie4el fill of
to inside "to of weahete 4w1I4 ,•
3 O.C.
� •tier 4 i
I=11fpu '
3"O.C.
JI
P /
Tie N
/
•.!. `i r!.
rrrr�rrrrr
874 aro aRAve
0 .T
90° 13%''
03'1®r,
LaWg /IR
Ora A/ slr0-O- JMw 609•0 -AC
r�rrrr�r�rrs�irr■rr
NOTES.
/,,.M"APrAWS
_
EXTRA
/ "CLEAR Z - '« ¢
Ilr:�rrrlmrrr�rrlrErr
; RaRX.SR nu
EXTRA
VALUES for A,B,C D D Elevation R and Elevation . z, anon S are.
MAX
sa�. A/v/woV, ISOs, la' J, Is+of
,y
shown on plan. Table of values for F and T hereon.
r
t ,-
Z -04
2.
RM 70=1MP."I
� MIN. ''-O" IY1�AI YNrA/7v lTinlTi
•�r
♦ ~� �L
(�
•�
lYYr3
I
IIIV=
]
L
Aw 10 •• 04"
'
5EE DE IL"/)("
rri
770 &4ft
rrslrr
0449/0'' �@
•
2 -#¢
HXP5
t2"
r
DETA
,VOTE:- T/E' OARS AND
I'D "3AR.5 NOT .5#49WV
F -w cGAR/TY
7
/VOTE: ARG'V/OE SANE 10Is
CLOse 727 F.,,rM.ZIOR of
/yAL.L-
sEc riow �-G
2
PLAN OF LATERAL ,r wrONLY
Csstiaos seditienel /ecIs 6 O.C. ®Slie4el fill of
to inside "to of weahete 4w1I4 ,•
3 O.C.
� •tier 4 i
I=11fpu '
3"O.C.
JI
P /
Tie N
/
•.!. `i r!.
rrrr�rrrrr
D F
0 .T
90° 13%''
03'1®r,
.
r�rrrr�r�rrs�irr■rr
NOTES.
Ilr:�rrrlmrrr�rrlrErr
1.
VALUES for A,B,C D D Elevation R and Elevation . z, anon S are.
r�rr.�r��rrl�:�rrr■
shown on plan. Table of values for F and T hereon.
-
rr�rr
2.
RM 70=1MP."I
- -��
•�r
r .
�arrr�;
•�
I
IIIV=
]
rri
'
II
rri
CENTER OF MANHOLE SHAFT shall be located over center
rrslrr
0449/0'' �@
•
r%�'3�rWIT,FM
line of Storm Drain When DI is 48" or less, In this
rl'i
'luu
case place 4-E bars symmetrically around shaft 45°
CYSAL 9 .7/4W
with center line.
4.
LENGTH of junction structure may be increased at
•
�rre�ltitri�
'
rl
S�Ir�I
!!5.
REA NFORCING STEEL. Straight bars, 1�" clear of face of
, .-1rrrr
C.,M- •
Mr,.WMIrE:�,
detailed on plan.
rr-M
EMBEDMENT 'P' shall be 5" for D796" or less and 8"
TABLE OF BAR SIZES
01.0111=
ori
ora
R.
0 o F'
rr•��rr-��®w4
- c:'
IlL■C3M,r/21
STEPS shall be 3/4" round galvanized steel and anchored
MEMNAr
Fm 1111011111
rr
rri
trr
not less than 6" in the walls of the structure and
,� 6
a (O"
shall project a minimum of 4 inches from point of
2„_ 4*
960
�,
embedment. Unless otherwise shown, the spacing shall
_
be 16" or 17" on center The lowest eta sh11 t
��rc��ri■���rr
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=rr
r�rirr
07INIMr•
.
, 4•
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/
111=Fmrsm
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,D
GENERALNa189
1. DIMENSIONS FROM FACB OF CONCRETE TO 97EEL ARE TO CENTER of
BAR AND SHALL BE 2%g INCHES UNLESS OTHERWISE SHOWN.
2., DIMENSIONS SHALL BE MEASURED HORIZONTALLY OR
JONCRETE
ERTICALLY ON THE PROFILE, AND PARALLEL TO TOP AT RIGHT
ANGLES (OR RAIDIALUY) TO CENTERLINE OF CONDUIT ON THE PIAN
EXCEPT AS OTHtRWISE SHOWN,
3. ALL BAR BENDS AND HOOKS SHALL CONFORM TO TILE AMERICAN
CONCRETE INSTITUTES'S "BUILDING CODE REQUIREMENTS FOR
REINFORCED CONCRETE", 1971 EDITION, SECTION 7.3.
4. PLACING OF REINFORCEMENT SHALL CONFORM TO THE AMERICAN
CONCRETE INSTITUTEOS "BUILDING CODE REQUIREMENTS FOR
® REINFORCED CONCRETE", 1971 EDITION, SECTION 7.3.
S. TRANSVERSE CONSTRUCTION JOINTS SHALL NOT BE PLACED WITHIN
30" OF MANHOLE OR JUNCTION STRUC'T'URE OPENINGS. '
6. TRANSVERSE CONSTRUCTION JOINTS IN WALLS AND SLABS SHALL BE
IN THE SAME PLANE. NO STAGGERING OF JOINTS WILL BE
PERMITTED. TRANSVERSE CONSTRUCTION JOINTS SHALL BE NORMAL
OR RADIAL TO THE CENTERLINE OF CONSTRUCTION.
7. THE TRANSVERSE REINFORCING STEEL SHALL TERMINATE ONE AND
ONE-HALF INCHES FORM THE CONCRETE SURFACES UNLESS OTHERWISE
SHOWN ON THE STRUCTURAL DETAILS.
•. EXPOSED EDGES OF CONCRETE MEMBERS SHALL BE ROUNDED OR
BEVELED.
9. NO SPLICES IN TRANSVERSE STEEL REINFORCEMENT WILL BE
PERMITTED OTHER THAN SHOWN ON THE QRAWING WITHOUT APPROVAL
` OF THE ENGINEER. NO MORE THAN TWO SPLICES WILL BE
PERMITTED IN ANY LONGITUDINAL BAIL BETWEEN TRANSVERSE
JOINTS. 'SPLICES SHALL BE STAGGERED.
10. LONGITUDINAL STEEL SHALL BE LAPPED•20 BAR DTAMETFPS AT
SPLICES. TRANSVERSE STEEL SHALL BE LAPPED 30 BAR pIAMETERS
AT SPLICES.
11I, LONGITUDINAL STEEL SHALL BE CONTINUOUS AND EXTEND THROUGH
ALL CONSTRUCTION JOINTS.
12. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, TRANSVERSE JOINT
KEYWAYS (IN SLABS AND WALLS), AS DETAILED FOR LONGITUDINAL
KEYWAYS AT THE BASE OF THE WALLS, SHALL BE PLACED AT THE END
OF EACH POUR, BUT THE SPACING THEREOF SHALL NOT EXCEED 50
FEET OR BE LESS THAN 10 FEET. ALL CONSTRUCTION JOINT IN
BOTTOM SWAB, TOP $LAB, AND SIDE WALLS SHALL BE IN THE SAME
PLANE. NO STAGGERING OF JOINTS WILL BE PERMITTED.
13. UNLESS OTHERWISE SHOWN ON THE DETAILS, IN CURVED SECTIONS
TRANSVERSE BARS SHALL BE PLACED RADIALLY. STRAIGHT
TRANSVERSE BARS IN TOP AND BOTTOM SLABS SHALL.. BE SPACED AS
SHOWN ON THE TYPICAL SECTIONS) SPACING SHALL BEAT THE
CENTERLINE OF THE BARREL ON THE OUTSIDE OF THE CURVE. FOR
DOUBLE BARREL BOXES. STRAIGHT BARS AND L -BARS IN WALLS
SHALL BE SPACED AS SHOWN ON THE TYPICAL SECTIONS, WITH T11E•'
SPACING MEASURED BETWEEN THE VERTICAL LEGS OF BARS.
14. AT THE BEGINNING AND ENDING OF ALL POURS, A CURTAIN OF
REINFORCEMENT COMPOSED OF Be C, C2, D, CW, F, G, AND H
BARS SHALL BE PLACED THREE INCHES FROM THE TRANSVERSE
CONSTRUCTION JOINT.
15. THE VERTICAL MALL STEEL IN INTERIOR WALLS AND IN THE
INTERIOR FACE OF EXTERIOR WALLS MAY BE SPLICED AT THE
CONSTRUCTION JOINT AT THE BASE OF THE WALL. THE SPLICES
SHALL BE ZO BAR DIAMETERS IN LENGTH.
16. IN ALL SECTIONS LAP C AND C2 BARS. THE VERTICAL LENGTH OFC
AND C2 BARS HAS BEEN CALCULATED TOR A FOUR -INCH STARTER
WALL. IF THE HEIGHT OF THE STARTER WALL IS VARIED, THE
VERTICAL LENGTH OF THE C AND C2 BARS SHALL BE VARIED
CORRESPONDINGLY SO AS TO MAINTAIN A 30 DIAMETER LAP BETWEEN
THE TWO BARS. THE LAPS SHALL BE BASED ON THE SMALLER BARS.
17. CONCRETE QUANTITIES ARE BASED ON A SIX -BY -SIX INCH FILLET
AND THE STEEL QUANTITIES DO NOT INCLUDE ANY OPTIONAL
SPLICES.
18. THE DESIGN OF AOX SECTIONS IDENTIFIED BY A NUMERICAL VALUE
ONLY IS BASED ON A WIDTH OF TRENCH EQUAL TO THE OUTSIDE
WIDTH OF•THJE CONDUIT, PIXS 3 FEET. WHEN THE COVER IS EQUAL
4 TO 10 FEET OR LESS THE TRENCH WIDTH IS UNRESTRICTED.
171AAtM
AW Nl l
D F
0 .T
90° 13%''
03'1®r,
9/0" 14"
661, 1D 2p
NOTES.
1.
VALUES for A,B,C D D Elevation R and Elevation . z, anon S are.
shown on plan. Table of values for F and T hereon.
x�E I1
2.
LATERALS. If laterals enter both sides of junct. str.,
- -��
access shaft shall be located on side receiving the
I
smaller lateral.
'
II
3.
CENTER OF MANHOLE SHAFT shall be located over center
0449/0'' �@
line of Storm Drain When DI is 48" or less, In this
case place 4-E bars symmetrically around shaft 45°
CYSAL 9 .7/4W
with center line.
4.
LENGTH of junction structure may be increased at
option to meet pipe'ends, but any change in location
of spur must be approved by the Enginaer:.
!!5.
REA NFORCING STEEL. Straight bars, 1�" clear of face of
concrete unless shown otherwise. Tie bars shall be h4 -
spaced 19" on centers or closer. Steel schedule
detailed on plan.
6.
EMBEDMENT 'P' shall be 5" for D796" or less and 8"
TABLE OF BAR SIZES
for D2 over 96".
ora
R.
0 o F'
7.
STEPS shall be 3/4" round galvanized steel and anchored
N _ �
* a
not less than 6" in the walls of the structure and
,� 6
a (O"
shall project a minimum of 4 inches from point of
2„_ 4*
960
�,
embedment. Unless otherwise shown, the spacing shall
_
be 16" or 17" on center The lowest eta sh11 t
TABLE
FOR
OF VALUES
F ' ANO T
D F
0 .T
90° 13%''
03'1®r,
9/0" 14"
661, 1D 2p
p a no
be more than 2 feet above the invert.
g. K1, CS, REDUCER, AND PIPE for access shaft shall be
:seated in 1:2 mix mortar and neatly painted or wiped
inside shaft.
9. FLOOR of junction structure shall be steel troweled
i •
R41.0. of Spur
to spring line.
with a M•&•of 36
•• �" ___ 10. Boo of junction structure, including spur, shall be
o��Z�1SSIpNq/ constructed in one continuous operation, except that a
i p� �F �`` �;.H construction joint at the spring line, with longitudinal
��� RECORD,DRAW'ING keyway, is permitted.
theft Met 86 ww !� �r � ����� � 1
~� The information on-thi� drawing Is obtained from others and
Exp.. 3-21- 0 must be verified in the field. by anyone prior to -use-or
J URIC TION 5TRUCT0 4E 2—ACfvl%, construction. HALL & FOREMAN, INC.. Is notresponsible for
�Pundergroundfacil locations or depictions. All above ground
ooiFi�o �' ors/ OC.�; �lqj� `�o�� eY • n and verified b the parties that
C ��. STD, /3/2� n OF facllltlescanbereadllysee y p CITY OF FONTANA,'CALIFORNIA
FiF01 ! 574. 2/ '65.85 M STA. 2/ 87,83 �L./N�' L) intend to use same,
EVISIONS a47,t PUBLIC WORKS DEPARTMENT
1 cNANGEo C t3 !P/M,5N5lON5-,IjDDED 1� 4 S n S s/z� 80 DRAWN
BY v r. - 9STORM DRAIN PLANS SCALE:
JOT• ST,�? G 2 A 601rXE•T�- CODUR •
2 CHER come. coVER gTY.,S FvRRcB 5'Ecrio V/V 7�1�$8 >�'/`l 7 �p 3186-L AIRWAY AVENUE COSTA MESA, CALIFORNIA 92626-4675 (714) 641-8777 DESIGNED 8 /vim SC'AL �
CIVIL ENGINEERING LAND PLANNING LAND SURVEYING MISCELLANEOUS DETAILS,
CHECKED BY DATE•
PREPARED UNDER THE SUPERVISION OF: J C H _
C. NO. r DR. NO. SHT. NO.
:• Z- 12-- 8a APPROVED _
JOHN C. HOGAN R.C.E. 26229
DATE CITY ENGINEER R.C.E. 18932 4D9 20 OF : 1.
00