HomeMy WebLinkAbout2902-35 .•
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-
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I - 1 _____24, .
5 -.4 ROuN
J BARS. 4'-0' --OPTIONAL'
f*----' -4 4 T
4"-k3" LONG, D O
OUTSIDE
3,'OC CONTINoE -- oPTIONAL F II-LET
-,
P 0 F / --- ' •41 4 - EDGE OF
ADDiTIONAL BARS , , ' , ...,, ,' ,tt -•-•,,,
I
5.0C TO INSIDE " '-' "-,.....s'' 1 .11., / 1---) . cow:FETE
,...0.-, NOTES
i
EDGE OF MANHOLE -77-,, i , i/ r:\•,.."„7, C t 0
1,.._ 1,,V' 5,.."-:/..,:,),,,i•
I/
1. VALUFS FOR A. B. C. Di : D2, ELEVATION R AND ELEVATION S ARE 13. frIANHOLE FRAME ANC) COVER SHALL CONFORM TO STANDARD PLAN 630
', ' .... ---*--i.1 l'-'--/ V: SHOWN ON THE PROJEC;T DRAWINGS. 'ELEVATION S APPLIES AT 11'4 SIDE UNLESS OTHERWISE SHOWN.
LON S WALL OF STRUCTURE.tr,/,,,):4,4),,e,„*. ,,,,,,,-ANY 3-r A NDAND
•. ' 1,01<t. ,,,,,,,,,,,,,,' „of/ PIPE JOINT ' v
I4. MANHOLE SHAFT SHALL C0t4FORM TO STANDARD PLAN 324 UNLESS
1 3.0 BAR-.... •, oc .„..,•-. - DETAIL,
ID
"N" 2. VVHEN DEPTH TH
M rRom STREET GRADE TO E TOP OF THE BOX IS LESS OTHERWISE SHOWN.
4'-''''') .-"ir).*1) (61N.Ot3 AND COVER NOT StiowN) THAN 2'-.10 1/2* FOR PAVED STREETS OR 3'-6" FOR UNPAVED STREETS.
40
, p+ • -"1-. , - --•;,•,,, 7.--,, ---
4.4
E BARS, ' ' , i ,-,, • ,, ..., / • .5E-E NOTE ,2 CONSTRUCT MONOLHTH1C SHAFT PER SECTION C-C AND DETAIL 'NFL 15. WHERE A 11/44ANHOLE SHAFT -- 36-INCH WITHOUT REDUCER TS SPECIFIED
sEE f:o FE 3 ',7---41-; II., ,,,''kr,),Fas' ka
SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED PER SECTION REFER TO STANDARD PLAN 326.
03 oR 01 _,, r_r-Ts4,.....4,41::,,,T, , ,,, ,b1P.c,
1
11 t$ C 0 N C fi E I E RINQG
'CI;E144B*AoRCs_j/ .,, ))-1, 4r4_,..,___°,2!":",'*,. R . , D '‘eirlip TIN V:\pPLEAFINs3T4., /.„,-TSTR,JEE5T, 6-ToADE. '
I NOTES
C-C. MIEN DIAMETER DI is 48^ OR LESS. CENTER OF SHAFT MAY BE
16. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER t$
.1
CAS t EAS 'NAsF 2 .
7-----i---i-T2\W -----------/ Qf SPUR i
A a (3 OARS----/ ! ) . ,.. S TR \ / 14.o 4,J INNS SEAT
....ET$--„, 5. / ,aj LOCATED PER NOTE 3.
SPECIFIED REFER TO STANDARD PLAN 328,
, , _
3. CENTER OF MANHOLE SFIAFT sHALL. BE LOCATED OVER CEN i ER LINE OF
1 4
'I is IF ANGLE A IS LESS THAN 45' OR IF D IS LARGER THAN 241', THP'N J , ...( WI ITI A MAX.
4. 4---..hzi-----21- ' . .,_ -,, \-",r.- ic-i)';..I..
_ I: fil.. B BAR
N --;47,... r-74-P : *iv} c'JF 3 "'' H 6AR .Ns r •=' -'11.,
:;._TATION P T. '_ I-'s*.,-/-***-....../....--,-- ...„, STORM DRAIN WHEN DIAMETER Cr) IS 4,6" OR LESS, IN WHIC1-1, CASE . _
t7. WHERE A PRESSURE° 1vIANHOLE SHAFT - 36-INCH WITHOUT IS SPECIFIED
5 TATIQN 1, I .,/ / / I...,1 'IMO PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45 w1TH CENTER LINE.
16' FOR PAYED ,
REFER TO STANDARD PLAN 329.
ANOTfiER STANDARD STRUCTURE SHALL BE SPECIFIED.
; ',, i 1
s raEL Ts. 2, ror/ -
e --
F
F
•--- 1--------. • -- UNPAVED STREETS--- ''' - t, , ----VARIA8LE 4. LENGTH OF MANHOLE MAY BE INCREASED AT OPTtON TO MEET PIPE ENDS. THE FOL La STANDARD PLANS ARE INCORPORATED HEREIN;
i 2. THE_ OUTSIDE DIAMETER OF THE INLET PIPE, SHALL IsIOT EXCEED
ONE-HALF Ti-tE INSIDE DIAMETER OF Tri E MAtF1 LINE. PL AN FIE BARS -/ ' '''' 4, ""4"-E BARS
---- 6'
-4 - TIE DARs BUT ANY CHANGE IN LOCATION OF SPUR MUST BE APPROVED BY THE
ENGINEER. 324 MANHOLE SHAFT - ',VIT1-1 ECCENTRIC REDUCER
`---,I BARS
326 MANFrOLE SHAFT - 36-tNCH wITHOUT REDUCER
1 3. THE tfILET PiPE SHALL ENTER THE MAIN LINE RADLALI Y. ir THE -
STREET' ISIIAFT NoT -.5h 0 NM
F BARS
4 INLET PIPE cANNOT ENTER RADIALLY, 'THEN ANOTHER STANDARD GRADE----,
ROUND 5. P SHALL BE 5^ FOR D2=96- OR LESS AND 8* FOR D2 OVER 96- 328 PRESSURE MIANHOLE SHAFT - WITH EcCENTFHC
I STRUCTURE SHALL BE SPECIFIED. ";,.)
,33------------MANHOLF FRAME 6AR 5-
_ -0 EDGE45
T 0 314 6. REINFORCEMENT SHALL CONFORM TO ASTM A 615, GRADE 40, AND SHALL 329 PRESSURE tvIANHOLE SHAFT - 36-INCH WITHOUT REDUCER
630 24-INCH MANHOLE FRAME AND COVER
;
SHAFT r covER PER --,-------
.,r-tMr...,-4.- !
TERMINATE I 1/2' CLEAR OF CONCRETE SIJRFACES UNLESS OTHERWISE 633 36-1NCH MANHOLE FRANIE AND COvER
;) 4, THE SIZE 'IF r HE o P ENIt•IG TNTO THE MAIN LINE SHALL BE THE
uj S i D. r',L,A N ::::3 CZ
I
PLAN 3 2 4-.--4, -1 SECTION C-C SHOWN. 6.35 STEEL STEP
, I OUTSIDE DIAMETER OF r H E INLET PIPE PLUS I" MINIMUM TO .3-
MAX1mUM, \ - T)
.:i t-; o BARS
."`PS ---3°54iiirli-"'-‘1 tu r-TFILBAR SEC T IN 0-G 7. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE. 636 POLYPROPYLENE PLASTIC STEP .
)
'.1
),) - BAR-
1-*-- 4.. SHAFT
5. ALL CONNECTOR PIPES FOR CASE 2 SHALL BE ENCASED IN CONCRETE
' ' ‘ ,.1)
I IF LAID WITHIN rHE MA IN LINE EXCAvArEo TRENCH OR IF LAID ON
---- / \TtE 134315-7
:EE1:ET vP. 13:::'"F.,,,,.1,4)1:*71,....,5_11,1,11**1*7.,,-- TiAti__*.-Dia,:iFA't,RIS.R',,.., :I.-2 1 /-5..2* PIPE SEAT 8, BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION
,
N (... ..,,,-D BARS,
I, FILL WHICH 1-IAS 1-40 T BEEN DENS'I F IED.
I- -- i EXCEPT THAT A CONSTRUCTION JOINT WI TH A LONGITUDINAL KEYWAY
MAY SE PLACED AT SPRING LINE.
,
I
, -;,,,,i , .. D 5Aft5------„trollitn-,,,, --erlISKINIMMPIRIY;sis
,
, 6. BURN OR CHIP Et.ID OF CONNECTOR P IPE FL U 3 H Vel TH INNER SURFACE
Nowt) / ; 4„\--1---
I
EDGES TO ....734- 1 1 1 p THICKNESS OF THE DECK SFIALL VARY WHEN NECESSARY TO PROVIDE A
OF MAIN LINE. ROUND EDGE OF CONCRETE PIPE OR RCP,
,1
''..1 1-•-• LEVEL SEAT BUT SHALL NOT BE LESS THAN THE TABULAR VALUES OF
,
3* Fi
.1
, ia 2 -41 STAT!QNI 1
L. , F SH OWN ON TABLE.
ALL CSP AND FITTINGS SHALL BE GALVANIZED,
k ‘,...,Q.EvAri ON 1, I I
,
1
-Imo-
,
i
-1431144111111111 /
i / , 10. IF LATERALS ENTER ON BOTH swEs oF mANHOLE, SHAFT SHALL BE
,
STATION SPECIFIED DN THE PROJECT DRAWINGS APPLIES AT THE
srATI9N */
LOCATED ON SIDE RECEIVING THE SMALLER LATERAL.
,
'
INTERSECTION OF THE INSIDE WALL OF MAIN LINE AND THE CENTER
-4,cia* OC BOTH EL'EYATION
, LINE, OF INLET PIPE.
1.- if wAra, To OE
,
i
t-to[s. oc son4 WAYS, if u5ED WHEN B LONG!TUDINAL SECTION
,
,
TO BE USED Wii EN D2 PS 50 OR MORE 11. STEPS SHALL- CONFORIVI TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE :,
SHOWN, STEPS SHALL BE UNIFORMLY SPACED 14' TO 15' ()C. THE LOVVEST
9. CASE 2 SHALL NOT BE LtSED TO CONNECT TO THE PLCtOR oF A,
, t
IS 60' OR MORE 1
STEP SHALL NOT BE MORE THAN 24' ABOVE THE INVERT,
,
1 GRATING CATCH BAS IN WHERE THE GRATE WILL BE SUBJECT TO
SECTION •N-M-P-0 rAaLt Or ieAL9f9 rOn T
VEHICLE TRAFF/C.
1101111111111111E11.1 a_ T 12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE)
Kr
I
IT--,Iiii3r- 6-6 '-16174;-•
FOR CASE 2, NOT MORE Ti-1AN 12' OF INLET P)PE SHALL BE LOCATED
TABLE 9 F Y A LTIC"-9.F OR P ,.. -is'-_-_,4 i•••12:- -.6-§" JO7,374-'4 A. THIS STANDARD PLAN IS USED WHEN STANDARD PLAN 320 IS
,
,
, WITHIN THE MAIN !INF EXCAVATFO TRENCH.
,
INADEQUATE, MAIN LINE = 36' INSIDE DIAMETER OR LARGER,
, )
/4BL( OF GARS S:ZES
•
,..,,_::::::67.i.R.,_47,8.11.--:,..;;3_(; :___.:::5-.,Qr_.----: 7-1,1.::-:711",54:7-,..;:-::::1; %i''':1,17163.1:71,7.;:lif__4Z4i'l -7272:52142;:ltri-766-4-5,1-ifr3i6tf,..,_::-%,31117,41174,1,42:7:27.
,
,
IZ-S-§' -*5-0,P-- ;1.4 ''-' -
B. LATERAL = 12" TO 144" INSIDE DIAMETER; HOWEVER, THE INSIDE
, CASE 3
I
,fer:" s. '"1-o ",,--T6-1."-2,- . 3S'nei 32ts.11,.._.,.15 In*
,
,, 90''',-7-14.4-''''' .703' o9 045-
,
,
---5Y.--1§ ".27.- .10"aq--W.:7". '.....5s1,1M.1.__15,4_,„... IL,ANAAININELTIFNRE,SHALL NOT EXCEED THE iNSIDE DIAMETER OF THE
;
,
,
II. CONtIECT I()NS TO PIPES 21' OR LESS IN 01 AME TER WI THOU T JUNCTION ''); "-'54;" --le,y/e..., .„21/2... ,..I.I.X.. I4Z.,_
1 / .
..?:...c...3-1Z21.I:Itl-q.,-..V.,__ ._.t..;... ? .i.,'4 IR,- .,
; STRUCTURES OR PRECAST y BRANCHES SHALL BE MADE WI TH SADDLES '.'.
TABLE or VALUES FOP I,*(Sri 4.0 T T. 2:1
.,
-
,
STET E T -i4I5AVEg-ITTIEE T -tr5-''4104'2-1-1.JAI- rt11-99,- -4494- -41/2.- 11 3 2.' I-117i=
,
,
1 5 EG.-"ti-W1.4-%.C.1)------Iire4------I*14-X-- ..!W
, . 12. TI-IE OUTSIDE DIAMETER or -ri-IE INLET PIPE SHALL NOT EXCEED ONE-HALF
,
,
57* 9 1/4'
THE INSWE DIAMETEF( OF THE MAIN LINE. .
' , '1.-- .1,..1-1--ii-,--i---.21---°i•A',4'-'--- --,-----'---3-:ii-F---- IP-L'-7.1115-1:-- 'a.-,--- --.-6,- 9 ,,, 1 - -
_
13, TRIM OR CUT SADDLE TO FIT SNUGLY OVER THF". 0 1.4i SIDE OF THE MAIN LINE
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
, SO ITS AXIS WILL BE ON TFIE LINE ANIL') GRADE OF THE CONNECTOR PIPE.
,. _.
,t.,,,,, AMERICAN PUBLIC WORKS ASSOCIATION-SOUTHERN CALIFORNIA CHAPTER
•
STANDARD PI-AN '
STANDARD PLAN
'
PROMULGATED BY THE APVtiVAGC
, 14. THE OPENING INIQ THE P 1PE. SHALL BE CUT AND TRImMFD TO FIT THE '
JOINT COOPERATIVE COMMITTEE IVIANHOLE PIPE TO PIPE
(LARGE SIDE INLET) 322-0
MANHOLE PIPE TO PIPE (LAfiGE SIDE INLET) 322"°
,
SADDLE SO THAT NO PART WILL PROJECT WITHIN THF BORE OF THE 4,
ran AMERICAN PUBLIC WORKS ASSOCIATION-SOUTHERN CALIFORNIA CHAPTER STAHOAND PLAN
SHEET 3 OF 3
, S ADDLE PIPE.
';.... '
use WITH STANDARD SPECIFICATIONS FOR PUOLIC WORKS CONSTRUCTION SHEET 1 OP 3
,
4,
SHEET 2 Of 3
MANHOLE PIPE TO PIPE (LARGE SIDE I.NLET) 322-°
-
,
15. THE CONNECTOR PIPE SHALL BE SUPPORTED AS SHOWN it4 CASES t AND 2,
f")
'1));,
I r;
MANHOLE PIPE TO PIPE
,
,
AMERICAN PUBLIC WORKS ASSOCIATION-SOUTHERN CALIFORNIA CHAPTER , STANDARD FLAN 4,,
(LAGE SIDE INLET)
, .
..
(Iihill
4 JUNCTION STRUCTURE - PIPE TO PIPE 332-0 ',.,',
(ID 24")
2
k
,
'-.
,
B
'II; i.'4",__` .18,sab,.........6÷: , . / ' TRE')oo Gv1;eriTo° t3g )))
1
immaiimang.......„.„,
4
1 r_. t LATER,L/coNNECTOR PIPE --CONC. PIPE, RCP OR CSP
LT-- -,- - ....„„P
,))1
-I - \\ r
1 :,------ i... MAI N LINE RCP I.MAi 44 L IRE RCP i 3
74 1-I ......1111111104:7_.• f's.,
s.. ,..._ ,,,, .. •„,,„,
_ ,
\/ ,-, \ , 44 ,
cf . -
.s., , ,c
',.::! T E: 0
1 1 /ifi • ,,,,, 1 'I< ' NOTE'S 4 11. THE FOLLOWING CR1 ER1A SHALL BE US D F R TH1,s MAN OLE-
, +A \ 1 //1\
...„ ,,, .,......, , ., ,' , „.... ,
. ,-. , -
,
At > '
I A
1 r
*.;
/1/1---- --?--71'-t 1-
/ ............,1:4„,___L SEE NOTE 4 '. ..J
1. VVHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX 1$ LESS" , _
-, A. MAIN LINE = 33 INSIDE DIAMETER OR LESS, (EXCEPTION - IF THE
,
1 ',.. , re" , ,___
1 MAIN LINE ReP DOWNSTREAM OF THE NIANFIOLE IS 36' TO 42- INSIDE
..;
/ -- --,-;,-.-1L---f-t-- THAN 2.-10 I/2' FOR PAVED STREETS OR 3'-6" FOR UNPAVED STREETS,
"
1 72TI-1,- ,
r-
/
,,,-1 r --------
4 ---•,,.., , r 4,
1 -1- =- ___ .,-_,„.„+„ _
___ _ ,-.....\_
CONSTRUCT SHAFT PER SE'CTION C-C AND DETAIL 'W. DEPTH M MAY BE ,
..
'-,..II 1
-TT I.I ..-/-- _
I,- 1 /fr --------7'341•
--.41:N -.7v 1- ',,,,,. -...,---:, F:StP'EIR ± DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 33* OR LESS./
REDUCED TO AN ABSOI_UTE LIMIT OF 6" WHEN LARGER VALUES OF M -I' STANDARD PLAN 320 OR STANDAR() PLAN 322 IS NOT APPLICABLE
-II
I-.1 .• -6,1 ----2\--- 4 ''''''----ALL sreet. FrEtNr. - Wellialli WOULD REDUCE H IN SECTION C-C TO 3^-6" OR LESS. 4
,. WHERE THE MAIN LINE CONDUIT IS LESS THAN 36" IN DIAMETER,.
:
II Nr, ---„,'-t...1 ',*•":„ . •1°
(-). 1 ' -.'„. ''-•,. .-4,
-1,44;2,45°
-4 101
C4B 024 li C4-RFC EI-141;.E)QW gt RT 11
, , . k------4-' .5E.F: NOTE 6 ,_,., -.4
I $11111.11
'. '',3 ic,„-::-.• *4 0 4' Or.:
AR
V
, B.. SEE SECTION A - A. THE MAX, 'MUM SIZE LATERAL THAT MAY SE
4 _
1 4-, DETAIL "N PLAN 2. H ON S-CTION A-A AND B-B) SHALL NOT BE LES.q THAN 4'-0" BLIT tylAY
r„ - • `...,
-AL CO1.414E07E0, To THIS MANHOLE IS SUCH THAT THE DISTANCE FROM
,e, B
BE INCREASED PROVIDED THAT THE VALUE OF NI SHALL NOT BE LESS ,
, .
.,
(RINGS AND COVER NOT SHOWN)
sEE NoTE I THE OUTSIDE (TOP) OF THE LATERAL TO THE BOTTOM OF THE 8*
I.,t, PLAN
THAN THE MINIMUM SPECIFIED AND THAT THE REDUCER SHALL BE USED, 4
I
1 4'
rtel Art ve 0E1'15/TY /
, . _ ,
1 - r REQUIRED BY - ,„7. ,',., , 1 .5 (SHAFT NOT SHOWN) FOR H (IN SECTION C-C) SEE'NOTE I. THICK TOP OF THE MANHOLE CHAMBER, MEASURED VERTICALLY FROm
THE END OF THE RCP. SHALL BE A NIINNIUM OF 6^.
1 sPEcwicA.TtoNs- / ‘4, -1„.;.,,,,, ,,,, t, -
, , . ,
urtDisToRDED EARTH-------'-' \4447.-_-- ::[7'0";14-0, pc-Fi '4.
,,, STREET GRADE-a, --MANHOLLEA:RAME omIT Tios sTEp \\,, w___.a......aau_ ...-s TRE_Eir:Rw.jADE
f
3. L SHALL BE 4'-0- UNLESS OTHERWISE SHOWN. L MAY BE INICREASED OR )),,,:
,
CA...5E I
m_____ AND COVER PER coNcRETE 11/N0s l: C. IF THE SIZE OF THE LATERAL IS SUCH THAT rHE ABOVE-SPEC1FIED
4
LOCA T I ON OF MANHOLE SHIFTED TO MEET PIPE ENDS, BUT ANY CHANGE L
,
sPEcIrocATIoNs ,
/ t ..
l'AINIMUIvi DISTANCES CANNOT E3E MAINTAINED, THEN 0NE OP" THE
) PLAN CASE I 4 :0-11 . 5 ro. P 630
PER STO. PLAN 324----s ___..!:xi.TRING IN LOCATION OF THE SPUR MUST BE APPROVED ey THE ENGINEEFi, 1 FOLLOWING ALTERNATE SOLUTIONS fvIUST BE USED. .
.1.
I *-1 4EA
.:1 .
1
,',
.1 SECT ION B--B , 4,,, .t_t1 mow-
4. I' SHALL BE 8' FOR VALUES OF H UP TO AND INCLUDING 8*-0- AND 10' FOR •
,
IN PAVED STREETS---, all,X„. 11.% 2 1141 al ,
I. PROVIDE A SPECIAL STRUCTURE.
i .•, as A
*t. M ANGLE . ..--\ PASIBLIIIIIkro 44,..1 ' VALUES OF H. OVER 8'-0',
k
i
1 SH AF T
1
iL
5. STATIONS OF mANHOLES SHOWN ON PROJEGT DR AWINGs APPLY Al
, 4 2, PROVIDE TWO STANDARD STRUCTURES, CONSISTING OF THIS
, I i 1, Fort OUTLE.T SEE sTo. 1
;
f
----I. / CATCH BASIN PLAN...I
i
MANHOLE PLACED UPSTREAM OR DOwNSTREAM FROM THE APPLTCABLE
1 ,
f 1 . CENTER LINE OF SHAFT, ELEVATIONS ARE SHOWN AT CENTER LINE OF
) ,
I - r--- ...,,,r; ,,,,,-CATCH BASIN FLOOR 159.,-,' ,
,- -.
SHAFT AND REFER TO THE PROLONGED INVERT GRADE, LINES. SES INOTE 3. 3 JUN(.3TION STRUCTURE OR TRANSITION STRUCTURE, ,
-
, -7. 7. Oa 0 .';
1....„...„,,_, 53:_o., .11 PPLEARNS 574 F51360T;RRRFE:usENITTtr.::::2E4::°2.//I ;,,..:1-F,7- ;**4‘-14„,,,(.3.. -1..... '1, 111,.w.,1-**; . ..
rat - _ < z
- x -
t , .
. I
, , __ . sEAT . - _ a
.1. 12. MANI-10LE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN
,
6. REINFORCEMENT SHALL CONFORM TO ASTM A 615, GRADE 40, AND SHAI_L
) ,e- ../.. .
.
.. ; Hi,
t "I T ROUND EDGES 11/2'
' ,
4- -1.9 .
,
7 420-r-2000
..,
I/2 00 4341.
- - ' TERMINATE I 1/2 CLEAR OF CONCRETE SURFACES UNLESS OTH-FRWISE 4 UNLESS OTHERWISE SHOWN,
,
)
.,
. ,
, COW,' ENCASEMEN ''
.1.' .1#1 ------
• - OF 1444.Eis
: SHOWN. . .
,
)
I SE•E.NOTE 5 ..... i /•*'--....,, ‘7. c p,
/V ' .."'.. ....-.. P I ...„ *
EIACKFILL ",
'' IL ROUND EDGES' . _ . ',
, •
RCP OR ESP
x
7 13. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS
OTHERWISE SHOWN,
-
-
7. FLOOR OF MANHOLE SHALL BE STEEL. TROWELED TO SPRING LINE. '
.
. 40011.1111 Vir....
BEDDING - *^S • :
. i 1/2* ‘.._, .
I 51 INLET ELEVATION ,
, .-/
, .
I; SEE NOTE ,5- ,
APPLIES Ar 'rms. SECTION C-C •.
14. RWEHFEERRE TAOM:TNAHNODEAERDSHpALF.ATN 30
-i
WITHOUT REDUCER IS SPECIFIED
, 1,2* mitt I
' . -4 -) .
.1 8. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION
POINT .
,
EXCEPT THAT A CONS FRONTON JOINT WITH A LONGITUDINAL KEYWAY
I
1
,
1 sEE HO T"1",1.1,1-4, 'tt 4 ',
1
1
1"... '''qt ' 1 r..,,,, or,_
MAY BE PLACED AT SPRING LINE,
,1- / '‘,/Et>15.
)
2 S E CT ION A-A •
,. , :5. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCEIsITRIC REDUCER IS
SPECIFIED REFER TO STANDARD PLAN 328. tt
----- ---1---1---- -----
4 -
9, THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE ; E
,
, CASE I ,
, .
, TA T,ON _IRE .„,,f ,:
A I EVEL SEAT BUT SHALL_ NOT BE LESS THAN 8' I •
?
4
..
,
CASE 2 SECT'ON C-C ,.., ii_-3.-.-,--0.,.. I
..
,
.4
t6. SWPHEECRIEFIAEOPRREEIESRURTOMSATNAHN'°DLAERDSHPAIF]N-32396,-1NCH w i TH°UT REDUCER IS I
,
,
„
,
10. STEPS 'SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OrriERWISE .,-,
,
. (sE'c: NOTES 9 5, 101
. ,
7
4'
,
,
ra,p-----1----- STEPS S 41 0 WN, STEPS SHALL BE UNIFORMLY SPACED 14- TO 15' OC. THE LOWEST I ,
.
) THE FOLLICtWING STANDARD PI ANS ARE INCORPORATED HEREIN:
,
t Er
,,I try i 4"1---„,j, - 7, STEP SHALL NOT BE MORE THAN 24* ABOVE THE LEDGE AT THE SIDE Jr I Tt
vt•RiEs To -1J11. A' MIN. , ,
,,
,
' TABLE OF VALUES FOR MISEE NOTE 0 '''.'': THE MANHOLE.
524 NIANHOLE SHAFT - WITH ECCENTRIC REDUCER i
T
7<,,, CONDITIONS p!
4 : ' '34R- ,
P AVEO S TREE T UNPAVED STREET i ,
.,
t 1;4: ,.?' '''.,/-cLAss C MORTAR .
CV
326 NIANHOLE SHAFT - 36-IFICH WITHOUT REDUCER
Y;
1 - ,.., i SCC-Tlari , .1 --&-tin ''•-• ik„,--TAT 1.. MIN- 4
. .
. I 1
1
1 4110110„..- 1 lif.„2„...AO' 4 2/
w,,,................................w . •
1
I 1L4- I . 7747_- ),"I'FLTUT,T2'F-""--- 3'--6%._ t
'' 1 328 PRESSURE MANI-IOLE SHAFT - VVI TH ECCENTRIC 0
-
C-C 1 II. I 6 1/2 i. r 5
329 PRESSURE MANHOLE SHAFT - 36-1NCH WITHOUT REDUCER
t
,
"-----/
( \ --I q -I / , '
- , .) ,.
, 4' / 7-1+2 1-8' .....,4* , .
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630 24-INCH MANHOLE FRAME AND COVER a E
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REV. REVISION DESCRIPTION D E ENGR. CITY DATE .
" PLANNING II DESIGN m CONSTRUCTION n
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THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO No -.1
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