HomeMy WebLinkAbout1542-9• I2'-4' 2'-4' P
T �-•�-Df -� T Es (min.) (min.) 4" x 4" mortar
1 B 1 bar
See note A
1
44
D Dors :' o.c. ,� _ _ - - - p► I- J F-
_- .
Tie bars 1 i I --3" radius --�
. / I 1 0 bars 1
A -
--
•i- I I
t-- '�- +
4 1 E bars ln" 0 4■aa I I I
D bars 3" o.C.- ' Tie bars
8 I 0L le
T �..---- Dx
PLAN SECTION 8-8
(shaft not shown)
mal -
0 1 Li
49�or logs
Manhole frame and cover r
Street Grade per Std. Plan 630 -0 -OC thru •
633 -0 -OC
12l�lid--'
Max. 121 -'MAX- 4.0.
Concrete rings
and reducer per inimum 2 -101/'t" with paved streds
Std. Plan 1503 o,"' Minimum 3'- 6' with unpaved streets i
Mitunwm outsideSee Norte .3 Sheet 2
falx of Comets
Max. 30" diameter ,fide inlet
3N" round galvan- Use Std. Plan1312 (Junction I
ized steel steps Structure V for side inlets / I
I - 4' o.c. 3 _p X30"diameter _ * 4 H bons 3-0 lona
41. �� E bars
See note "A' Tie bars
_ .-- streets 0 bars Omit this step Street prods
. i ,o•_ n paved Concrete rings
Round edges Inlet elevation �- '0 per Std. Plan 1502
{ . to 3' radius applies of this
I
_ poin t I H DorLk
For waived streets
r
' H bar
6
r .'
, .-.�• - . ,.
' -T, ,. 10-�� '-+6 E bars
T T I -, for povW sk►eMs -
SECTION A -A 2-2" for unpw.d streets 114S= -�.•� T D Bors
.1 , ''►
11 11 1- •� ��ed
NOTE A to 3 radius .
Two (2) inch deep seat to correspond to manhole
shaft, proof between shaft and seal. • + • .. .
ReinforCe floor for pipes
greater Man 60" diameter
*4 at 12" both ways DETAIL M
L.IUNCTI0N STRUCTURE 2
1
1» "C"willivory,44, different of ,. --Match curb type
�= =rales curb f
Mi p )! Type D shown
width and wall thickness.
3/4 "� STEEL STEP, GAG1C/ _*C"_,, Some :lope
A-- + -� OR /''Of 5TEFL 5TEP *446--." a 0 asutter
II« ro C5EE NOTE 4) r4 Told-2aD
- p
' 0 74 6 bend 7"
STEP DETAIL e 4 6 18- ,into walk
3 F'i1Nt 1
1.- s
X
n
T
ilei Cww 3""
Use wMN1I1 the ro.00.ill
oa owsh of ~a IN
crc+se am0 Oedestrlons
are 030#404
GENERAL. NOTE5
1. H" 15 THE DIFFERENCE IN ELEVATION BETWEEN
THE OUTLET PIPE FI-OY41-1 WE AND THE NORMAL
GUTTER GRADE I..II,4E VNDEPRESS�D•
2. FOR "T'' WALL THICKNES15)i SEE TABLE,
3. SMALL- REINFORCING NOT REGZUIRED WHENI"H'- 8'
/OR LES5 ANS THE UNSuPPORTeD WIDTH OR
1 -EN GTH = 7' oR LEFIF WALLS EXC6EL N G
THESE LIM^ITS 5HALL 136 REINFORC1rD WI-rFi
*k4-• 13ARs 1e,"± c eNTERS PLAG ED i %2''
CLEAR TD I N✓1DE of BOX UNLESS OTHEIZW 15E
SHOWN-
4. STEPS - NONE R�G?U)RED WHEme H"15 LE55
THAN 30'x• WHERe "H" 15 30" oR MORE
tN15TALL 5TEP5 WITt-t LOWE5T RUN[a 12. INCIHk5
ABOVE TNI✓ FLOOR AWD HIGHEST RUNG NoT M RE
THAN Co It�l.• BELOY) TOP OF INLET T`t4E D15T-TNC1:
BETWEEN 57EP5 5}•IA1-L NOT EXCEED 12 IN., AND
5HALL. Ee LIN1FORM THRoU61-POUT THE LENGTH
OF= 'THEE WALL- . FI -AC -15 eTE Fs ) N TH I- V9,A1_L_
WITHOUT AN OFENi Na,
5. P1PE(-3) CAN M PLACED IN ANY WALL.
6. 5ET INLET 50 THAT GRATE BARS A120 PAFZAL-LEL_
TO DIFLECTI ON OF PRINCIPAL SURFC
AE L -ow
CONCRETE CUBIC YARDS
TYP
H '$i -I" To 20-D' T=8")
\,
e ' catch b osin pl. P-.
155-4
-360
RECTANGULAR GRATE DETAIL
(SEE TASLE BELOW)
T 2'- l l 3/e Min T
or outside die. + 3"• "1
SECTION D-0
"C" /. Motch curb type
Va.
I
N
r-
1 - �M
1 li'�V
Grote N
1 Type 8
it
i ie or X
' 24 -_-- -m A,
[T] - 2'-113/0 Min. I T I
or outside dia. t 3""+`+_
TYPE G4
G4 WIGRA TE TYPE 18- 9
(PEI -: CAL.7RAIV5 04V
-Const joint ,_iL of lateral
57XZ1C7Z/9144 OE5/6N .0,1T4
L111E Of10 i
NoNE CCOVER :�!! /o' --O v
PEA,? LOAD
EARTH pRE55. = _57/"5,='
Wr 0,1= C0A1CRe1'ZT _ /50 PcF 12
� F Bars-
7L
� 1 „
-4 Bart, 18 oc.
L �L
Bars, 18" o.c. --
I / i both ways Mn" _
•F/) / / I -�_ T_
be used who ALLOWABLE .57R66E5 �-
EI �tiis 42." or m� r -
O (Typ. both sods 7C 2$ DA?�✓`' `o
e4Bars, I " -P = /800 P5/ 4-
� a o.c. fC
both ways when % = 2yt 000P5/ -
�C j- 8 is 60 or more. '
2i 1_
\ SECTION Y -Y
°{ 3" Rod.- *4 Bars,
X I 18" o. c.
Itv. I F Bars
Station ILL I _ ! -W Bars (See note 5)
W Bora
o / i '1/,-
2-,H Bars,
,.-Radius /11,
4 o.c.
#y I (Set note 7) ■ ' I -D Bars j
NIC
-F Bars
i-
' ,� • ■ I� D f3 E Bars
/ Round
Gi j E; C --D, E.H.B G edges - 1 *4 Bon; S�
Bars 40
I 18" o.c. m, ' Elev. R
Sta. 0; I i Elty S E So
rs
I 2- G Ban, ° ,L
I L
i 4 0. c. . y ■
N' E . Undisturt �d earth �-
Grade line o ° I -I -i" r
-Const. joint • ° ° , �. °' --Backfill
• x (See note 1)
New or existing--� r W Bars D�-T�/�, �t^�ri
construction ��
PLAN SECTION X -XX -X
C,4ST�'N PFlf
pfTA)L �?
N
TABLEl 1,F7- X/I� ,BAP'
NOTES for dimensions a bar sizes
I. Junction structure Type Y may be used when 8 =1 or w:s, angle A= 30' or
mors, barrel width of the R.C.B. is 20 ft. or less, and cover over R.C.B. is
10 ft. or less.
2. Values of 8,C, Angle A, elevotions.R and S, and Station Points are as shown
on the plans.
3. All steel reinforcement shall be 010 clear unless otherwise noted.
4. For pipe sizes not shown, use tabled values for next larger pipe.
5. W bars are of size and spacing specified for wall steel on plan, and
shall be cut in center of opening and bent into top and bottom of
junction structure.
6. Floor of junction structure shall be steel troweled to springline.
7. Radius varies from 3' of angle A • 900 to radius t B (36' max.) wt►ett angle
A . 450 or less.
8. Bockfitl under sfrvetun with slurry oonitlininq 1% wets P,C./C Y. elsakfiN maybe
wilted If a.uctur, Is Will on adislurbed earth to stem dram wall.
9. storm trek connector ph"s Mell be le" Mwannss Uemater.
JUNCTION STRUCTURE 5
u 5 & 4" ,to be placed,` SECTION A -A (PLAN)
2" clear of hole -
TOP SLAB ENTRANCE
Du 30" OR LESS
L 4"s 3•x'/;
14"Grote■ 1'-7" R
34463'- 4"
"►� 240Gretr2'-0'
in le'Greral'-6 3'- 51
h
ON I T IN A T
1 romaon d Gre"
L 4,s 3.s 144
1/4", 3' 47/,9"80,
TYPICAL FRAME
RECTANGULAR FRAME DETAILS
(FOR ALL RECTANGULAR GRATES)
GRATE BAR oSPACMIG TABLE
TY� IBA
x
3 I�"
Mj'Awetws
B T
(inches) (inches)
For outlet see standard
`
o
.
\,
e ' catch b osin pl. P-.
+
0
'
i t
15 6
Catch basin floor
• Note : When catch basin falls
24 6
on top of box,the opening may
i encasernent when more
be formed th►ouph floor of
catch basin and to slob of box.
p
i o than one section
39 8
i of pipe is used
Ai- t,
-- -- R. C 6 o x
i • 1
6 a 4, length:D in f1.+3',--- Z*-�.
placed under cut bars and on y -
51 10
top of uncut bars in bottom 1
57 10
of top slab. Omit bars that %II
'
SECTION 6- 8 1
over sidewolls.
69 12
`
%2C8 BOX TOP !94,49
84 1 14
90 14
- -
+ LATERAL
96 14
fi:�Rolw C1151
614%
1--
F •®or
/
4
01_
1
140H. keng
dar
Mor;#
t
&_ -18
.-Cut bars 2"
Cj
clear of opening
u 5 & 4" ,to be placed,` SECTION A -A (PLAN)
2" clear of hole -
TOP SLAB ENTRANCE
Du 30" OR LESS
L 4"s 3•x'/;
14"Grote■ 1'-7" R
34463'- 4"
"►� 240Gretr2'-0'
in le'Greral'-6 3'- 51
h
ON I T IN A T
1 romaon d Gre"
L 4,s 3.s 144
1/4", 3' 47/,9"80,
TYPICAL FRAME
RECTANGULAR FRAME DETAILS
(FOR ALL RECTANGULAR GRATES)
GRATE BAR oSPACMIG TABLE
TY� IBA
x
3 I�"
Mj'Awetws
B T
(inches) (inches)
1c M
z p
a aj
G c9U.
`
o
.
12 4
+
0
'
i t
15 6
18
21 6
24 6
27 6
30 6
33 g
36 8
39 8
42 8
i
0
O
0
45 8
48 8
51 10
54 10
57 10
60 10.
63 10
6612
69 12
72 12
78 ►2
84 1 14
90 14
;
�•o
+
96 14
2''cL.R_
T'CAt O^/'-7 A )l PL UG
CONSrNUCT TWO PANT/ -S SIDE- ffY- SJA
AS St/OWN. / lis TAll 0 8 BAR fo/Q L/IT AT z�4a rllo
Of fAG)/ P.A1VV'1 AND B017- TO J/fADl✓AI L
SVT. Of EACH P1gNFZ = 9 TONS
►velum V/_ rir,rc c
A
��" L'ACX Of t/f'AD WAl L
3 --#� 0'f'/C79 9017Y510, 5
FOR 0= 4 =0''
USE 7: 1-6 GONG
LONO
f /8
/VOTE ; .51 -IOP DRAW/NG HA5 TO BE 4PP/�FOYED
IE TA I L AT COMP JCT W17-1-1
• P1. 4JC7 PWIVEI. A T . P. .
■Ice 00. 00 16 2 -1101-.51. 82
3Q/2" A
"CLEAR
DETAIL ,A (A/ T5.)
5EE- CZJTOFF W4 L L PETr9/L
AND RC�3 Di5r,4/L FO/? 07-HEP
T DT,E1L
4 - 3
UfIA! f/R BLOCX.,
G/fT B4R I-0ST Rff
ABtf rO Sc)Dr Bfi1✓6Ery
Block r PtrfTt FOR
fErr'1fMfIvr.
44 @ /2"O C ffmv w.frs Bux .51,0E `
/11.9Y5 5d/G S/De
W/OTH OF PANEL
W
C
4
Zk
PLAT WA.fNf/P I((rAL VAN/ZEDD)
TGP OF WALL
T2
r.
1-4' to /? �
BASE OF WALL
20
S.Va. About
B-Bor w -Bar
B Bor
` eon9�n,deno/ '
ti
' #¢ IBS
Optiono/
9 r.
6a
Const ,/oinr
RoegMned `/�
dyrs Ep. Spc
112,
Wi10"
Const Join! -' h! I
F`
H
4:,
.I
Lood
-
Q 0
4-A
C-Bor
T'CAt O^/'-7 A )l PL UG
CONSrNUCT TWO PANT/ -S SIDE- ffY- SJA
AS St/OWN. / lis TAll 0 8 BAR fo/Q L/IT AT z�4a rllo
Of fAG)/ P.A1VV'1 AND B017- TO J/fADl✓AI L
SVT. Of EACH P1gNFZ = 9 TONS
►velum V/_ rir,rc c
A
��" L'ACX Of t/f'AD WAl L
3 --#� 0'f'/C79 9017Y510, 5
FOR 0= 4 =0''
USE 7: 1-6 GONG
LONO
f /8
/VOTE ; .51 -IOP DRAW/NG HA5 TO BE 4PP/�FOYED
IE TA I L AT COMP JCT W17-1-1
• P1. 4JC7 PWIVEI. A T . P. .
■Ice 00. 00 16 2 -1101-.51. 82
3Q/2" A
"CLEAR
DETAIL ,A (A/ T5.)
5EE- CZJTOFF W4 L L PETr9/L
AND RC�3 Di5r,4/L FO/? 07-HEP
T DT,E1L
4 - 3
UfIA! f/R BLOCX.,
G/fT B4R I-0ST Rff
ABtf rO Sc)Dr Bfi1✓6Ery
Block r PtrfTt FOR
fErr'1fMfIvr.
44 @ /2"O C ffmv w.frs Bux .51,0E `
/11.9Y5 5d/G S/De
W/OTH OF PANEL
W
C
4
Zk
PLAT WA.fNf/P I((rAL VAN/ZEDD)
TGP OF WALL
T2
r.
1-4' to /? �
BASE OF WALL
20
S.Va. About
B-Bor w -Bar
B Bor
` eon9�n,deno/ '
ti
' #¢ IBS
Optiono/
i I I
Lonvitud;nv/
Const ,/oinr
RoegMned `/�
dyrs Ep. Spc
112,
Wi10"
Const Join! -' h! I
8
H
4:,
-CW- or
Lood
-
Q 0
0 4®/8�
C-Bor
1'
I
S;ait WON rh4tntss" "
&Worn Sloe lark "1N"T
Convert C~61;/,t
_�
I
•
Bar No 8 SOMOV
/ r�
con9;tid;no/ t �-+
r
#•>� 2" -
oSpC.
Mori] 4e /A
!
/e
I'T -0 - Barn
R
I C2. Bar
I
Coast. Joel
%2 " --
Const Joint
i. I
$br Ab. a S Ci
i
F •®or
4010120
%%- �n
F• Bar
140H. keng
dar
Mor;#
4ength ! "
Cj
Bon
W"t Length
M
dors
C
Bar ALOB paclnk _
_
Bort
fbr�t. L_ to
Vert Lt M
1 I 4 48
O
Bort
Bs N0 9 mor N
Lem_
I i N ��I ► I
I I
F
6br Ab 9 SLaci
I
w - _ � g •J
Bars
Lt to
T YP/CAL R. C. BOX SECTION
6
Bar Nod ;
M7 ro SCALE
Bon
r
-1 JOINT
OJA. BOi7' TRANSVE�R.SE'
SAL VAN) Z ED)
f/PD,SIT Of HEA o 1✓A1L CONSMUCT/ON ✓aNT AETA/L S
Mor M SCALE
#S L/fes BAX 'lay
0lu),
Nur
6 6',
6 // x /l jV x /lz T STfEI P1AT,E -� - fi�oNl' Of PrfyEL
��1ST"E"N//►/G bz;r,4 `L - 701' v/E tet
No SC,4M
a
FAs T"-Ivi N nZ*T� /L - F�a.VT Ylf W
No SCAILC
STRUVWA.L DES" QQJ►7FR'A
L.A.GFCD ST71trllL Of.SAAIr If4AUk
OAM APM rqff
L/V£ LOAD
000POR ff -80
OEAO LOAD
fwfA and y = /20 PCF
Ku • Ki -0 M
adv Outside riot►A of Oar pAss 3 feet
Sall #001h 37 p. s. f par bol of dw/h
/fi~ raw "$ave: 6? 4 p. S. f. pw !loot of ^04
weeps/ of comet#: LSO aC. f.
A4LC11A84E Sr ESSEI
fit 401010 0. s. i. a, 28 dWs
fe t boo *. s..'.
tse 14000
,etArw #w4 &W sArsw /w AC. I. Ja • q
R. C. BOX LOC,47'10 /
SOX .S /ON
55GT O
/Ox .9, 22142.25 44 f-40.OD
5TRUC71
L.A.CFCD. SrttXrEfft Af.SItSiAI JfAMbIL
QATFD API9'L
LIVE LOAD
heo- S/6.44 unless othwrise noted
DEAD LOAD
Earth load per Mwoon i fo-Irmbr W = l 2 0 PGF
leu • Kine 0 60
blf' Outside IrdtA of bar pMs 3 feet
S de earth 37 P. s f. per bol of dwth
/ntltrrro/ evtoi, pnsmm 62 4 p.s.f. pw /loot of d4wh
wolow of concrrte: /30 P. C. f.
A440 A84E ST�SE-S
fee 4000 p. s. i. of 26 dells
fc t /000 p. s. i.
fse 14000
at
b llw and bard shvsses pw A. C.I. 510 - SJ
'3/4• STEEL 57EP, GAL V 7
OR / "5'TEEL 5TE10 r' 3"
Mile•
• NO E: INSTALL STEP`✓
WI TN LOWE9T RZING
/2''AGiOYE THE 1-.4aw
4Nv RVN6
NOT MORE' THAN Co
6,6L0)Y TDP OF INLET
916741VCe BE7yYEE/V
STEPS .W,444 NOT
EXCEED /2 " 9N .5l// 4-i_
OUT L• NGTHF
OR A 4 .
5TP OETA/L
am Jrcrlay
ofCover FT 9.5
width Fr lao
of
C~
IO
Wi10"
danarn S/oo 7h amass
Mei
H
Dive No d Spwcv ly
L nr
Lood
-
Q 0
T
7WA*�rss" "Ti
-
/ ' _
S;ait WON rh4tntss" "
&Worn Sloe lark "1N"T
Convert C~61;/,t
11
LZ '
2,
B
Bon
Bar No 8 SOMOV
/ r�
Bon
els. Mo s �
#•>� 2" -
dart
Mori] 4e /A
2// /.
C
Arsr RW 5tly"
Mori#. LfV6
�_ 1/ •'
Bors
Vtrl. L rnzth'14
%2 " --
C'
$br Ab. a S Ci
"
Lt A p'•
d7i Akt d /N 2rgig 17"
Morel. Ltrl to
%%- �n
Bart
140H. keng
dar
Mor;#
4ength ! "
Cj
Bon
W"t Length
M
dors
C
Bar ALOB paclnk _
_
Bort
fbr�t. L_ to
Vert Lt M
CW #4 /8" /0'9" ZON&
O
Bort
Bs N0 9 mor N
Lem_
Zia'
r '%
F
6br Ab 9 SLaci
f •i
Bars
Lt to
6
Bar Nod ;
#
Bon
Length
6
Bar Ab d S0 _01ging
40t& 4dges 1 "
d7/s
Ltn to/
,-. ! n
G,
Bir At 9 1
dplbg 141,
Bus
I Length
' /O %2"
M
dw Ab. B $o c,i
N
M�
Bors
dor ArO 9 ;
Lt to
# �� _
�- p��
C
#4 CV 18,
9=9" LONG
COW. CU. M.5. L/N.
2.27
57'I:EL 2-135. L/rY. )m - T•
275: 2
STRUVWA.L DES" QQJ►7FR'A
L.A.GFCD ST71trllL Of.SAAIr If4AUk
OAM APM rqff
L/V£ LOAD
000POR ff -80
OEAO LOAD
fwfA and y = /20 PCF
Ku • Ki -0 M
adv Outside riot►A of Oar pAss 3 feet
Sall #001h 37 p. s. f par bol of dw/h
/fi~ raw "$ave: 6? 4 p. S. f. pw !loot of ^04
weeps/ of comet#: LSO aC. f.
A4LC11A84E Sr ESSEI
fit 401010 0. s. i. a, 28 dWs
fe t boo *. s..'.
tse 14000
,etArw #w4 &W sArsw /w AC. I. Ja • q
R. C. BOX LOC,47'10 /
SOX .S /ON
55GT O
/Ox .9, 22142.25 44 f-40.OD
5TRUC71
L.A.CFCD. SrttXrEfft Af.SItSiAI JfAMbIL
QATFD API9'L
LIVE LOAD
heo- S/6.44 unless othwrise noted
DEAD LOAD
Earth load per Mwoon i fo-Irmbr W = l 2 0 PGF
leu • Kine 0 60
blf' Outside IrdtA of bar pMs 3 feet
S de earth 37 P. s f. per bol of dwth
/ntltrrro/ evtoi, pnsmm 62 4 p.s.f. pw /loot of d4wh
wolow of concrrte: /30 P. C. f.
A440 A84E ST�SE-S
fee 4000 p. s. i. of 26 dells
fc t /000 p. s. i.
fse 14000
at
b llw and bard shvsses pw A. C.I. 510 - SJ
'3/4• STEEL 57EP, GAL V 7
OR / "5'TEEL 5TE10 r' 3"
Mile•
• NO E: INSTALL STEP`✓
WI TN LOWE9T RZING
/2''AGiOYE THE 1-.4aw
4Nv RVN6
NOT MORE' THAN Co
6,6L0)Y TDP OF INLET
916741VCe BE7yYEE/V
STEPS .W,444 NOT
EXCEED /2 " 9N .5l// 4-i_
OUT L• NGTHF
OR A 4 .
5TP OETA/L
am Jrcrlay
ofCover FT 9.5
width Fr lao
Nor 0
4rnr Lood -90
rop SPOO 71t,obVss " "Ti 16.5
Sroti lab// rhflowss'iN•Tgo
danarn S/oo 7h amass
Ca�a►t Corm►
B
Dive No d Spwcv ly
A
dart
her Ata 4 , :# 20''
21 ..
Cd7r
B°rs
N0 O lM' # 'i
Moret f'l
Vtrt. L e 1A
Ab. 9 S Ci
C,AW
-
hforir.. Ltn lA
Bon
tit Ltn9t
C:
Born
dor Akh 9 S c� '/N '•
Mori] 4e /A
1 1Nrt Le"PA 2
C JT
Bon
Bor Alo d:4S�ori
/+brit
Vert. LfNth.
Bars
Leri M 0'-5"
F
Berl
6br Ab 9 Si;V ";,V
Lt A p'•
d7i Akt d /N 2rgig 17"
f,
Blore
Ltn to 22'-O'•
6
Sari
Bar Ab d S ci IN # "
4ength ! "
67
Bars
dxr Asx 6 40iny #6'.
to „
M
dors
Bar Ab. d Sova #`
LAV111 -
H,
Brit
dor No 9 i #
Lt to '- "
CW #4 /8" /0'9" ZON&
OZ N r/ 7'/E5
amalte cu ft Lin ft 2.91
stet LASILA Ft. 2 32
R C BOX 4OC47707V
Bar Stal•oo
S#cf. Fronr To
0xlo -) 40.00 45-k a), cro
GENERAL NOTES
1. DIMENSIONS FROM FACE OF CONCRETE TO STEEL ARE TO CENTER OF
BAR AND SHALL BE TWO INCHES UNLESS OTHERWISE SHOWN.
2. CONCRETE DIMENSIONS SHALL BE MEASURED HORIZONTALLY OR
VERTICALLY ON THE PROFILE, AND PARALLEL TO TOP AT RIGHT
ANGLES (OR RADIALLY) TO CENTERLINE OF CONDUIT ON THE PLAN
EXCEPT AS OTHERWISE SHOWN.
3. ALL BAR BENDS AND HOOKS SHALL CONFORM TO THE AMERICAN
CONCRETE INSTI`1'U`1'ES'S "BUILDING CODE REQUIREMENTS FOR
REINFORCED CONCRETE", 1971 EDITION, SECTION 7.3.
4. PLACING OF REINFORCEMENT SHALL CONFORM TO THE AMERIC',AN
CONCRETE -INSTITUTE'S "BUILDING CODE REQUIREMENTS FOR
REINFORCED CONCRETE", 1971 EDITION, SECTION 7.3.
5. TRANSVERSE CONSTRUCTION JOINTS SHALL NOT BE PLACED WITHIN
30" OF MANHOLE OR JUNCTION STRUCTURE 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 TERIr'INATE ONE AND
ONE-HALF INCHES FORM THE CONCRETE SURFACES UNLESS OTHERWISE
SHOWN ON THE STRUCTURAL DETAILS.
8. EXPOSED EDGES OF CONCRETE MEMBERS SHALL BE ROUNDFD OR
BEVELED.
9. NO SPLICES IN TRANSVERSE STEEL REINFORCEMENT WILL BE
PERMITTED OTHER THAN SHOWN ON THE DRAWING WITHOUT APPROVAL
OF THE ENGINEER. NO MORE THAN TWO SPLICES WILL BE
PERMITTED IN ANY LONGITUDINAL BAR BETWEEN TRANSVERSE
JOINTS. SPLICES SHALL BE STAGGERED.
10. LONGITUDINAL STEEL SHALL BE LAPPED 20 BAR DIAMETERS AT
SPLICES. TRANSVERSE STEEL SHALL BE LAPPED 30 BAR DIAMETERS
AT SPLICES.
11. 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 SLAB, TOP SLAB, 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 BE AT 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 THE
SPACING MEASURED BETWEEN THE VERTICAL LEGS OF BARS.
14. AT THE BEGINNING AND ENDING OF ALL POURS, A CURTAIN OF
REINFORCEMENT COMPOSED OF B, C, C2, D, CW, F, G, AND H
BARS SHALL BE PLACED THREE INCHES FROM THE TRANSVERSE
CONSTRUCTION JOINT.
15. THE VERTICAL WALL 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 20 BAR DIAMETERS IN LENGTH.
16. IN ALL SECTIONS LAP C AND C2 BARS. THE VERTICAL LENGTH OF C
AND C2 BARS HAS BEEN CALCULATED FOR 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.
CR055 SECT/ON OF CUT OFF W14 L 18. THE DESIGN OF BOX SECTIONS IDENTIFIED BY A NUMERICAL VALUE
ONLY IS BASED ON A WIDTH OF TRENCH EQUAL TO THE OUTSIDE
WIDTH OF THE CONDUIT, PLUS 3 FEET. WHEN THE COVER IS EQUAL
FESss�O TO 10 FEET OR LESS THE TRENCH WIDTH IS UNRESTRICTED.
A RECORD DRAWING Q CURT �'yl
The information on this drawing is obtained from others and --
must be verified in the field by anyone prior to use or 0
DATA/L ��%�/UTS� Construction. HALL & FOREMAN, INC. is not responsible for W '
ac 2 9
underground facility, locations nr depictions. All above ground A /31/94
.9EE ,PCB DETA/L FO/P OTS/ESP ,STEEL DET�I/G facilities can be readily seen .and verified by the pares that ��
/ QDOL^D''QECD4U AeA�i19C 4W"'
NO. REVISIONS
intend to use same. �� `' �' ��`� C I�' 0 F FONTANA C
ajF CA0�
PUBLIC WORKS DEPARTMENT
DRAWN BY STORM DRAIN PLANS SCALE:
� JRC NO
3170 REDHILL AVENUE • COSTA MESA, CA 92626-3428 • (714) 641-8777 DESIGNED 8 SCALE
vet MISCELLANEOUS DETAILS
CIVIL ENGINEERING LAND PLANNING LAND SURVEYING CHECKED BY DATE'
PREPARED UNDER THE SUPERVISION OF: JC H (PART II) 7�f0/��
0 -fid-9/ �2 4.1 t•i1•43 JOB N0.��� DR. N0. SHT. N0.
EN R S. CITY S-2��8 - APPROVED"'� tv 9 OF
�PPR DATE APPR DATE OHN C. HOGAN R.C.E. 26229 DATE 381 0 20 CIVIL ENGINEER R.C.E. �J0%4.%JV J�`� 9
J. N. 3810-20