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#4 6",80Th /:/,/1',5 Foie /.I= 3 �4 '' . '14 TICK S TEEL PLATE
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-- .,P�POTECT/ON BAP 3/9 "OJ94.
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CURB OPENING DETAIL NOTES:
1. THE STEEL PROTECTION BAR & STEEL PLATE SHALL BE
INSTALLED & EMBEDDED 4" AT EACH END.
2. SUPPORT BOLTS SHALL BE UNIFORMLY SPACED BUT NOT TO EXCEED
7r ON CENTER.
3. SUPPORT BOLT SHALL BE ALHAMBRA FOUNDRY A-1572 OR
' APPROVED EQUAL.
4. STEEL PLATE SHALL BE ALHAMBRA FOUNDRY A-3911 OR APPROVED
1 EQUAL.
,i
J �' % 0- A
%& w 5. PROTECTION BAR SHALL BE ALHAMBRA FOUNDRY A-1565 USED -WITH
!..`'''ALHAMBRA A-1577 END ANCHORS OR APPROVED EQUAL .
* -
2.5 ' -4K FO,e L• L ESS T�/�/1/ ,5 '
Af kV//z_/ / a411Z ET �/PE E�'7'ENOS USE L /,? C41R& 4 00 P49CIIIIVG A04 Cl
INTO 61U7Z�e .4P/PON 1400 3, &1f.BV,PS
.45 5,,41a01111OLP ,460 !� lIeZ �A 1 ESy .
. —5�6_C 47-101kI 3 -
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GO 11111 �� --�
/VST�1L L ,4,A4AIIIOL E / As s/,/0NN ON PI-V65)
FRAiYIE Co�E�
PE /P S: r3. COUN �L /? V VA=-
sTp. 49W6. Z04
CA, rcI--.I B9S/V ,OSP
po 1AIL J-77 OET,
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41110111 NO 5C,4z �
. .
r NOTES.
J 4 t. Ja-4Jion Structure No. 2 is to be used when O. D. of 8 is grtaler than I/e
Me 1 0. of 0, or 6 is greater than 24 Inches. B shall not exceed IV4 D,
H H ````11 or 39 inch*$. _
- _ _ _ _ _ _ _ _ _ _ _ .\ NOTE: Not more than one opening shell be mode in one section of pipe.
�• *% �' 2. Values of A, 8,C and Date shown on project drawings. Eltvotion R' and
I , ►-.------ 0---- •-� j i' I Elevation "S"art shown when requited per Note IZ
I I - ' --_ -1,, I d► / 3. Elevation S applies of imide wall of shoe/ im
I ;-_---- _ t �1 ,"\ --( of structure 4. Breakout limits shall be determined as follows.
J a .n_j•-,"T- -_' -"~ I 1I ''` �`` Upstream Limit - At the intersection of the Ouf$►4f of Ihe some wall
S with the main line oipt well
Crodls
TABLE OF VALUES FOR T
z T
I
I
Q�_ -
to 3" R. I
-r
12'
` .
�%
'
15"
I
,
I
5"
\,,I 1.
AN
5 Is
24"
,
2.706
`
30"
i =1�
E vn4«F ba.s
6
` ,
1.
E�
♦S,-3 O.C.-
E,YC, 4{%J T/ON 70____;I: p
- `
-., ,., -- ; 01110
11�,=
1
16'
,,
PE,P.1-1/ T TED > N
i►•
•'s+" Pt
51'
>
5 :f�
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� S-
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`Tit ►ars ,/
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BEDDING MTERIAL BELOW BOTTOM OF PIPE S"Atl eE
P 3-Is"o.
1/12 01 FOR PIPES 39" ANE) 1jARGE11 IN DIA1ETER, AiO
I AI
1
'C.
I
-
'
1. BE DOING LAI SHALL BE COMPOSED Of $ANO, N0, 3 OR N0. 1 CRUSHED
I
t 1
ROCK OR GRAVEL, OR OMER GRANULAR WIERIAL AS MY BE
\
,-'-G ►ars
r,'' •4-6"O. C.
1.
SIZE RUCK CR GRAVEL 51tAI_L BE NO. 3 FOR PIPE 2I" IN DIAMEIEN
t \
,
TABLE OF VALUES FOR T
8
T
12'
5"
15"
5"
le
5"
21
5 Is
24"
5
2.706
3
30"
6
33"
6
36"
6 '
39"
7".
Downstream Limit- 6 inches downstream at the inlersectiot of the
spur wall with the morn line #o#t well,
The opening shall be rectangular,, cul normal 19 pipe surface and
without domag,ing reinforcing steel. It o joint in the moon line pipe
falls wilhin The limits of the conct t Concrete
encasement one foot above the 1�p of the main line pope to the
limits 91 the cradle.
5 The Ironsverse reinforcement in pipe shall be Net of center of opening
and bent into top and bottom slabs of spur.
6. The main line pipe shall be cradled.and sneosed on It 31 S r*ncrels etre,
extending longitudinally 12 inch!% belyond the limit$ of breakout (See Note
4); and transversely a distance of H on each side of the ctnlefhoot of
0
pope. H z /= 0. D. Of pip! + 3 inchf$ minimum.
Creole may be omitted on side opposite lateral inlet when constructed
in connection with existing storm drain.
--- \ / 7 Reinforcing sletl shall be per 2- D 1;71, and placed 1'/t inches clear from
'\/ face of concrete, unless otherwise shown.
Iiv �.0E.1" , 8 E and F bars shall be carried to a point not less than J dislence from
to 3' R' ' T3' Mow PLAN u+•teriint. J ° '/s: 0 + 6 inches.
I I , I 9 Concrete strength shall be 3,000 psi of 2e days tticepl as otherwise
noted_ 1 A- _- _ . , t0 Floor at structure shall be sled -troweled to spring line
j� h - ��-'I- Il when Junction Structure No. 2 is specified with reinforced monolithic arch
=_- -7'1 _ - _, Reinforcing Sleet storm drain, value D shall refer to the Clear Spon of the arch. .
I -MAIN LINE STORM DRAIN ; I F- Reinforcing steel shall be cul and bent into Junction Structure in the some
R. G Po _ _ rt Tis born
►e or reontsiced I u----- / ' monr•r as lot pipe Concrete cradle under reinforced mOnalilhic arch is
monolithic arch -1 ► ) - - i not r 'quired.
- f•' 3' 1 . � 1 ,� \� o . V •.�. o ^ ` o: 12 When Elevation "R" and Elevation "S"Or! not %haven On pr01lCI drawings, inlet
' --Tie bars Min 1'" i�'I I �r , 1 pipe shall enter main line radially When inlet pope enters main lint other than
0. ' •: ♦ 3- ie' 0 C i i i I I r I ,' - 'r- t robiolly, Elevation "S" shall be shown on project drawings, and inlet pipe shall
.. ` I , I Round r ! y�I I`' ' ' be lard on a straight grode from Elevation "S" to catch basin or grade break
G% ° I , ' r ► C bars %!G iG bo►% 1 �i . �n line Elevation , R" shall be shown oh project drawings only when stub is to
•' . Spring line- Edsesl ► p S-3 O.0 - -
_p _ 1 I be provided in main lone tot future construction of into,
of
T- --- --- ° -T i i + 1 1 i IElev. R 13• Stations epodfiod on drawings opglq d the intersottion of c,irttM lints
+ 1 i 1, -YF bars Il - - _ of mal int Ord Moroi:, tttOsgf flet atotives for COkh basin oaWtacbr
. l:3:5 .r. ` Elev. S�___
IIw5-3"OC pipe sooty d inside "( of structure.: '
o' -----� •. •
e .. Concrete - �\\ Z �' e.
I:. .�� = DETAIL
.+ .
1 r -• --41--f--- -_J 1. ' ' -' \_'135Co"crtlf JUNCTION STRUCTURE
' SECTION M -M `Un.l%tur►e. earth/
8
lz.,_�_
_�1, US.) Noe 2
SECTION Z- Z
N . -T'. 5.
Z_1/ ,;4 "
A/67 S ,!•-.9L E -
AN 8.96
Do d n
C.S.P.
GAUGE
18" to
2
24.27" I
30" to
30--33- 24. 15
3
36.39 I
46"
420-454 6.5. 22
510 to
48-51" 145425.
4
4"- 7 ` '
60-63 11.5. 31
0
66 10.50134
DI RISER
DIAMETER
C.S.P.
GAUGE
18" to
27"
16'
30" to
39"
14
42" to
46"
12
510 to
66"
10
/'M/N.. ,\,, ,,4- .5o 4— � �, N% ///,;1'q//
/ / I - I 11 i , 11 11 ri _--,-..1111�1�
I
IP/
---
INL ,' T 5UMP z?1mA m.51a1 .5 /V ;,11-1.5-
Al .TLS'
NOTES
f _0,_ f I - /ABL f of voluei for Fiore on this pian
L. '` - '1 gi `1 Edges tn be rt�urto(ed r 41-0. __ -_ 2 - CENTER OF MANt 0Lf. SHAFT shoot be toweled over center line of9torn:
I I' .yam -- drain when d►amet ter 0, is 48'or less, In which co3e place E bor5 Sym
I B 41 t I l0 3' Radius r - - --r-, L)f)t/orx�/ ewtsAe)►e r► )c; tr'rcully oround �Javft of 45 °with centerline and omit J bars
"'6, t tx7rs I I."I , ,' �` face titch►)c 'rete 3 - D/ TAiL V When depthofmanhole Orm Street ynode to top of &u
3'3'kx�y -- - - -' 4r i f 14; . "4 H Lor9 A3le35 ttx7ti Z'-10� tarpoyed,gtreeta'3'-6'tbrunpoved street,constrip
At 11
_ V I - kbdru9 • l0. of J/rrr r or I � I" X 0" lt;ny /„c i0ithlc 3/)afY ,1s per Oletad Al Shot'$ forony dep th of fwnhlole rnoy
lb _-J 4,100ir3q'71°n9 � - - -- carstrucicdus per Gletall M. When dionaeTer A 15 46'Ar k3_5,cenle
U brTrs r+ I of sl Aa fY moy be loco ted os per • note 2
/ "ac r.�,)r ter. bat -5 3"o c - _ - I 4 THICKNEM Of DECK .7tal/ wt y when neceasory h)pmr/i* level prpesorl
6 "oc to If)-vk edge PLAN but shall not be /e�, Baan tt�bulor' rolue.5 for f, shown on this ton
Tie bar I - -�� ' - a � I --Lof ingnhole (R1n9s and cover not shown) 5 REINFORCING 5TffL to be per 2-0171, I clear flan >`bceof co )time
1 9 t I I` Tia bat,
I ► I I Street rade• • . Concrefe rii95 utiles shown otherwise.
I t - TDI ,Ft Ornitthtsstep :,-5x1`Rirfg.7eot titian Mill 6 STEPSshollbe 14'round,golvontzed steel and anchor�ednot less
't``' - -"'" � /n powd str eefs - - t for pomd sulci' . il" 8'f' NAorf 6"uache3 ►n the Halls of Structure. Un/ew otherwise shown
PLAN n bor - -.? - .; _ ' t� . ti)r• u/�vcd.5trs 16' 15' the .5 •ocirxg 3holl be 14"% /50.c�•77ae lCy+�3tslgp ahnl/nntbe n�ri? flan
(Shoff not shown) J6'tbrpatealsh�cwh .;' .zb-;6 - i � - ti txar 2'-6 'above the invert. '�ae S/,1 Ot•q 2-0 96
?'rearur►/.owd3frc�et i 'r" ` - 7- RINGS,RfUUCfRANUPIPE foracce93-hofY3hollb9,sc WInnaa•tt7r
� - Vor)vble
5treet9ro* - ; ' Mrx)tao/e f}ntrA�eoi , 6 ,. _ •.4�._ : - - - f bars urn/ /)int point�l or wlp� Inside tete �taoft.
over ; Plot At; ?-OMali 4 it 1 61 t -1, _ - 8 5 TA 710N,1 of nx7litiole..3 shown a A )/on apply of cen tier of sl ie7f t
V olooly steel - Cairnetp r/tags arxf IV � - I' J tx1/ s f It.rtItronS stx)W/I 0f3totlor15 refer to pro? ed inwrt iWeItoe:
S lens - - - - - - - '� __4 f• I reducer, Pkrn ilia 2 UA07 . ` F edge: ..r 9 f l 000 of mut Ahole ,3hn/l be.5tve/ /roweled t� rmg�ng line
', 1 S11� DL9 fl3 O• -•41 �, _ Mlnrmum 2' lU with in • , to 3'k V - 809Y of rnorrt)ole shall be pourvd in one continuous opeantron.
2 096 >i-_ : paveldStrvefs �. except thot o collsti,xxhor►Jolrft witha longitudinal lreywoymag
-� I Mrrllmuin 3' 6„with ° �j- . ' . be locedot the syt'1r 1r line
r--�1 —".. --•-7 -• p g �g
3'xZ'P, S t- Z” i unpaved.5 tree t3. '� -r- I ' ►l LfNGrH L ANO tA48tVMENT PSholl how the tbtlowlnq $blues
4' jb; - _See Note 3 � DETAIL M unless otherwlN? stK�wl l on plan
o n +f • 'titti _- - E bort for OZ -96'or legs, I. -,5',6" P-5'
b ; ' ; `IPbund , :Tie bar (See Note 3) UZ owp 36', [ - 6 '0', o • (9'
e r J bare 1_ may be incfvosed or loco t"; of manhole 9h1 ftod to mee t pipe ends
A 1' , '
to "R- _ -
_ _ _ - Sprirxgrrg line
' - - - Inlet elamtan
1 opphe3 of this point
�' I'- ;«'� _ - "4, /6 be bolli nrrl/� to
be Ii3ed whefi UI 6
�EGTI N 6-A Eta"or•over.
Ape seat level
f bar - i See hb 1114
,�� t ; . .., I I
1 r' r I
I -D r3 r-' 1 1
•
enol:._ /,11 -
I�4 , .
, `,11z► I `
� I,-
• �t..uwt._-•t.•�.,ameaad, t�
AMI�I%i'I, 1
ice+/Ji•o ��� `i
29=11g
111
■►r�i11111111111111111111111101►fjl
�MMC �Raj�
�jl•ii!�M/AI4%
Iwojt7NN►/11,16
_ Im;i with a max.of ill"
.--
I/4 See Hole 3i
I/4
I ,,,-See Stiffener
3/4"Ho1e,/1H.D.'; Detail hereon
equally spaced.
Caber of hob to
be 1" from 0.0.
Of pme: -'-1
Street grads
IlAround
Manhole trume s cover
"Per Stan. Plan 630 -0 -OC dere/033-0-OC
'
41 —Co"or It ring
or Sid. P I olu I 3 U 1, MCI Z , to03,Id04
Min. x'-101' "with paved streets
Mie. T -a"' tis uApoved streets
1
I1�1
IO'bait
iebars
y ►
.11 . _ `F'bors
', ''- 'A'bors I ~
0' 1
.'.' Tio bar ,
P I-
,.. ,•, Ir., .; ..•r• Tie bore __._f
.1.=,
. •,• % 04.16" I.C.both weyl, to be
SECTION N -M -P -O 'd'"'"10"le:0 °.r°"'r.
P_ .
Shoff Not Shown
Manhole frame and cover 614
per Std. Plan 630-O' OC -"
thru 633-0-0c
Th bars T 'F'bors OMrnjt t� iAeh
� H bor�
. , 'I �_ 11-4#t for paved streets
B T
T F ,� ` , `. '> 2�-2" for uftpwed etreete
I'.
v 1. �
SECTION G•G .
tf
..1
--
•3" ' so6"� iVarlable
-.1
Street grade .
Concrete rings
per Std. Plan 1502
r— Variable
—0 bars
T
--
01/2 •�Ra3' .. R-3'., «+:tie' :• y {•:•
C•'V-.. a .t•
Build up dock of tnonhole T '� '"'', •."�
of (Typ1 to provide fsvelpipe scot -` '
_ .;�� ,..,,,.a. F.. I
SEAT FOR SHAFT WHEN �'
TOP 19 NOT LEVEL Reinforce floor for pipes
TABLE OF BAR SIZES
PROJECTED bN I PLO
1=011111Door B A4 a Bars Der F Bars
• 4 16'
42'=e4" '613" •$ 0 6
90--9 703 Ile
i as DI + 3" o4 I greater than 60 diameter
For structure without manhole.
BOTTOM VIEW DETAIL. M Revise D6 or B to rend 12'= 39"
TOP PLATE /_Ri" a0.
NOTE • lA A Bt bars not alis wn f I Is
---7 — - - - -- --
-- -- - -
B�/CeF/LL - 9. % �\ ,
.
CD/Y//W6-72 I� NA%/!i� "t y ,r cov ,e
1t w t., „
0141_Z P/141.
1
?It /
•
TOP OF ------- . .
. ' _ice
T
e,FD0/NG "O" . -
2,
- �
90'
0
AEP
*v�
96'
.
d8'
�g D/A. /Y1/N.
�_ 11
E,YC, 4{%J T/ON 70____;I: p
--
-., ,., -- ; 01110
� '
106'
16'
54'
PE,P.1-1/ T TED > N
114'_
16 .
51'
2y
5 :f�
17'
BEDD/NG 'A "
9� .
.� //'
~r/N'
I1'
_
63'
',,.
BEDDING MTERIAL BELOW BOTTOM OF PIPE S"Atl eE
Wk'
1/12 01 FOR PIPES 39" ANE) 1jARGE11 IN DIA1ETER, AiO
GENERAL MOTES: •
t" FOR PIPES LESS THAN 39" IN DIAMETER , ,IM 110
-
CASE SHALL IT BE LESS THAN JIM 84LOW ANY DRILL ON
1. BE DOING LAI SHALL BE COMPOSED Of $ANO, N0, 3 OR N0. 1 CRUSHED
COLLAR.
ROCK OR GRAVEL, OR OMER GRANULAR WIERIAL AS MY BE
SPECIFIED OR OiHERMISE APPROVED BY .TIIE ENGINEER, THE WXINUM
NOTEt
SIZE RUCK CR GRAVEL 51tAI_L BE NO. 3 FOR PIPE 2I" IN DIAMEIEN
AND LAR3E11, AND NO. 4 FOq PIPE SWLLER THAN 27" IN DIAMETER.
SCREED BEinDING IAI TO FIT *AVAfURE *O OMAN of
SEDO1NG 'e1 SIIALL BE COtf'OSED OF SAID OR OTIi(R GRANULAR
PIPE. IYPE OF SCREED AND THE IRTHOO N UK r0 fK
FMTERIAL AS MAr BE SPECIFIED OR OTHERWISE'APPROVED BY THE
APPROVED BY THE ENGINEER.
ENGINEER AND SHALL BE COMPLETED PRIOR TO PLACING BALANCE OF
BACKFILL.
I. CASE 11 8E901NG AND BACKFILL AROUND PIPE (LOA171ACTOR 1.8)
A, "W" AT SF#n1WV'^„ LINE SHALL NOT BE LESS THAN THE
fOIIOW!NG; 6" FOR PIPE t30" OR LESS IN DIAMETER, 10" FOfl
P'PE 53" TO 108" INCLUSIVE IN DIAMETER AND 12" FOR PIPE
LARGER THAN 108" IN DIAMETER. THESE DIMENSIONS MY
INCLU;E TIIE THICKNESS Of ANY SHEETING.
B. W,IfRE COVER IS 10' OR 1E55, "W" FtiASUREO AT THE TOP OF
PIPE FNY BE s'IY DIMENSION GREATER THAW THE ABOVE
'
SPECIFIED M.N!MUM, UNLESS OTHERWISE SPECIFIED ON THr
PROJECT DRAWINGS.
C. WHERE COVER IS GREATER THAN 101 "W" MFASIRED AT THE TOP
OF /•tc PiPE SHALL NOT BE GREATER TifAN 10" FOR PIPE 108"
IN DIA4ETi:R OR LESS, OR 12" FOR PIPE OVER 108" IN
D'AMETER UNLESS THE CONTRACTOR AT HIS OWN EXPENSE
PRov)OFS CASE 1 REDOING OR STRONGER PIPE. THESE
DIWNISIMS INCLUDE TiK THICKNESS OF ANY SHEETING.
-
See detail for ,'. f A6 • � - .- NiTy♦) "n"plots$ F •. 1D or c ar r. DETAIL - R. C . P. BEDDING
Leeik4V Device -t / _VI12 • tl
Eley. A _ -. ,,:• >�d. ape or enlist ��1 ff>er i DETAIL— MANHOLE N � -- N .. T. s. _______=_-_ '
ri ehoern on plan .� \ � i/41� x 211 Wide � ,f f�'�+�"" I/4
% C.S.P.O.D. o .� �" N .-r. 5.
_1._1__" 1 vl
>_ I I r�V i yq l , . •�/' %/ f /� For outlet see Standard
I Io1 , - / Catch Basin pions Varies to suis
- ^I - _ V ,' r ►Plain or reinforced ►
o'.•, ► %,r conditions
_ __ \ concrete pipe or C M P Main Line ►
(�7 t I I o_t \% ' 1 i • ` Catch basin Floor '� '
51 ,--_—_-- I ( \ I t/4 Stool /fat I - _ _I i +'"min 'See Note 4 _0 --
I 1 > Plain or reinforced
'% I ^ p1°°es — I DETAIL- PLATE STIFFENER ,`` ► ► / ''' T rSee Note l See Note 7-�\ - g° cont. pipe or C.M.P.
-1—L -- - —I -- - ---I--t I 1 • °
-- - - - -.. - - - 3/411 Hole to ) / f ---_ f i � �� ► 7'
I _ \ match top ptate..v -f-A ; ,' `, ° ---j 420-C-2000 PLAN
- "'� `-.Cd.�9 lv��n- BOTTOM VIEW_ inlet pipe'--..- f ° I f Ig - "min Cont. encasement ,Connector pipe
I I CAGE RETAINER RING �m %420-C-20oo ° ...''o'. Elev. S. A See Note 4 w t-.- .
° ' see note 3 4"Min.--� r- , Class "C" mortar
J� - I _. , - ' 8'4- 6 -' compact soil to \ v�� p — 1 ' \
I �rttitl..min.. �Conc. Collor ° .• e. - — _ _ - --- I___I_a
y� reluttve density • • 1. \
-- "',er /--C.S.P.-* ,n.C.P C S n V -R.C.P.dl
�i � requioed by �� 1 ° ' ' •p'• CAS - Oi ` "\0 °°
P. `, �a r t specifications >Pipe bedding e. E 2 tit o- 2./ %?'12A_ , �
i • , `-) . : I I I ► // ,o .: ,•;•o'. ` :o-'- Note. All connector pipes (within the angles specified for Case 2) _ilm �v
- I I . I• t • r 1 ( i t I Undisturbed earth\-- ///\\\ ///\\\ shall be encosed when laid within the main line excavated -1_-_ -
I ' - -- , _ I s ' I " , I trench, or when laid on fill which has not been densif ied .
-- --- _a �_,-e C�-- t -T;;_. 1_- - 8-4 SECTION 8-8 SECTION
Slope to drop --I- _ _ - 1 + - � 07 C ��,. e , n• /'.
( ► f , 10'•- NOTES CASE i AND CASE 2
I _� -- ! S. I + IE CASE I ---__ — CASE 3 -SADDLE CONNECTION
1 ( n - - - I 1 Angle A sholl be between 45°degrees and 90 degrees and NOTES: CASE 3
49« Main Line
I 0-..-'-. ' 0 • - -__ 4". d'm1n. - ' ALTERNATE JUNCTION D shall be 24 Inches or less For smaller values of A and I. Connections to pipes 21 inches or less in diameter without
I - - _� - - I--- ; t i ---Dry pack larger values of D, use appropriate standard structure. junction structures or precast Y branches shall be mode
11-1 -_ - .__. D, I Lt Ir't_rI I with saddles
Cone. slob-" 'rt` 17/E" Class ' C' mortar- , ` 2 In no case shall the- outside diameter of the inlet pipe ex- 2. Trim or cut saddle to fit snugly over the outside of the
E L E VAT IONI „ I/ ,t 5 Teflon tape i . p 0• 6 teed one - half the inside diameter of the main storm drain. main pipe, and so Its axis will be on the line and grade
2/2x22x/e
r- �'� �, ►, of the connecting pipe
Steel uar(typ.)--� Or ► 3 Center line of inlet shalt be on radius of main storm drain 3. The opening Into the pope shall be cut and trimmed to
NOTES _
Scarf and weld "� except where Elevation Sts shown on
_ _ — i 1 O.D. I ' ' � I �� project drawings. fit the saddle so That no port will project within the Dore
I. Riser pipe shall extend to"Elev. A". -
1. Mitt -1 I �", /��1 B
of the saddle pipe
2. Elevation A, Do, Dt, LI, Lt are shown on plans. 5/t3 , x 5/8 •. Spacer— __ c .„• (`� \ I'I y _ 4 The opening into the main storm drain shall be the outside 4. The connecting pipe shall be supported us shown to Cases
3. Corrugated sisal pipe shall conform to AASiiO M-36,
4. Srate assembly shall b• galvo�th,r� after fabrication. ` _ O D- ' I I diameter of the inlet pipe plus one inch minimum or 3 inch I and 2.
5. For D154"and larger, weld Ilio XIYt x1/i o s to #tats wlthl"wlfds d6"o.c. r, e • t3uc.kfill c' �`L 1 -
6. n- number of bars on graft a$stmbry. ;/2 Allen bolt __ f' maximum
T. E3oq, of pipe for diartttter 0. shaft M ,rant as for reser. o . .. • o t - ` P
6. Riser and stub shell be *top ftnbrkattd and gotivanited otter wNOYtq. o Pope bedding 1 5 All corrugated metol pipe and fillings shalt be
v ,► Sto.rfl ' 9 P P 9 galvanized
HDI. D -DOWN � .�. � - -I-; �•1-1
zz�10�vlz_ -
/NLET STRI�CT�/�E
TABLE OF VALUES F_OR'F"
F
D
F
_IX'-
-- ¢
16•
tt
_ &_
7 "
$4'
1?f�:
2,
T
90'
0
45'
7
96'
14'
d8'
!nZ'
Ih4.
51'
� '
106'
16'
54'
T
114'_
16 .
51'
2y
r'Lo'-
17'
9� .
lZ¢'_
I1'
_
63'
',,.
.1M7
Wk'
-
yL
Y-
0V
17
- - _..
�� ' _
1Q"
144*
18' _
When L greoter than that Stbwn at It w /s 3pecrfred, 0 ber3 sholl t,,
continued 6'o c
IZ- 0 BARS shall be "4 fbr Op -39'or 1&33, 15 for Ot' 42" to 84 "lnclu31Ve
and "6 for D2 -90 *or over Tie bot,3 shoH be "3 born
13 - f� r 3000 p.3. i a t Z8 obys
Y4- Cet)fer-line of inletImpe to Intersect ifrs,(ile /tine of core atsprlrxlif► ,
line unless otherwise shown
(Con741�7L/Pd 6e10rv,) -
DETA IL—
I _MANHOLE Noe 2
I 11 ' I
t 1
t j _11'',% �..I I
``i -- __
I 14-, N.T. 5.
Gra& poin t3
See Note 8
TION 8-B
A/0TF5 : (�CONT'D.):_ _
/5. 1_afera/s If la><era/s ehfer- oh bOAh .sides
of man hole , acce65 sha7q ,5ha// bG -
local -ed on 5/c1A_ receivirf the Snnal/er '
a. .t. J
1 iia 6 If Angle 8 Is 45 degrees or less, use Case I If Angle 13 DE TAI L
SECTION C -C SECTis greater than 45 degrees, use Case 2
ION A -A
CASE I 7 Burn or chip end of connector pipe flush with inner surface JUNCTION STRUCTURE
of mainline pope Round edge of concrete pipe or reinforced
concrete pipe ( J. S. ) NO. I
08. Station specified on drawings applies at the intersection of inside
wall of main storm drain and center line of inlet pipe
N.T. s.
5xl'rl scat
B� /Edges to be rounded p "`-� �stroet grade ,-.-�
Omit This avec in 1 _: __ _ _ �irtalx ►.tin.'
�' - : ,,'-`' to 3" Radius pgvcd streeb J ^_ _ . � � (Far -- -ed stract5 I1" 8>W"
a --w-
*" _/ \ . I . _ `For unpaved ser--, IF: 15"
�,+ _/ - t
4 , , 7%r` - �`�, .; ' , i` _ T % _ f _�!,.,.,-V
''; ;�:; -:; _.s (See Note P)
A Nt _
t/ _ ►\ _ .. _f �.- ;_. to �._ - RECORD DRAWING
.� �I L The information on this drawing is obtained from others and
�� ��- i - .a 5p►r a _ _ -4 - ;