HomeMy WebLinkAbout2695-43 -15104) J (TARS. 4 A ROUND TO T3 "r■ (3•) R (.2 m OPTIONAL
1.4 m(4'-89 LONG, OPTIONAL FILLET (4'-0•) OUTSIDE
75 ww I31) OC CONTINUE . F' - F EDGE OF
ADDITIONAL BARS
150 can (6.1 OC TO INSIDE T f. CONCRETE I+- t SHAFT
EDGE OF (MANWHOLE e + 125 Rim It 50 MM (50 .r) NOTES 8" iV
O T t SPUR C� �C -I PIPE SEAT
STATION �5Y(•4I N iv, 0 BARS 1. VALUES FOR A. B. C. Di. Q2 ELEVATION R AND ELEVATION S ARE Chomfer ail 4"
125 mm : 50 mm t5': Iso •rR!e•) L BARS 900 "n D BARS n" SHOWN ON THE PROJECT DRAWINGS. ELEVATION S APPLIES AT INSIDE 13. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630 corners, I"f
2•) PIPE SEAT ANY STANDARD (3'-0•) LONG WALL OF STRUCTURE. UNLESS OTHERWISE SHOWN.
3-0 BARS. TS IrIr11 PIPE JOINT O+p
ISG OC (0-ii
CONTINUE
1 INUE DETAIL "N' ROUND EDGES I I p 14. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS s
• TO 75 Rim (3') R I �( 2. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS OTHERWISE SHOWN.
e� (RINGS AND COVER NOT SHOWN! P 700 mm 1 THAN 867 mm (2'-10 1/2•) FOR PAVED STREETS OR 1060 mm (3'-60) FOR White (:Hamel
4-20M(•6l E BARSr i a SEE NOTE 2 _4) ELEVATION
SEE NOTE 3 t y I I UNPAVED STREETS. CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND 14 gage•target V4"xi" Galvanized '
(I DETAIL •N•. SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED 15. WHERE A MANHOLE SHAFT - 900 mm (36') WITHOUT REDUCER IS plate bolls with loch washers m O.
IOM O 450 Ran !•3 0�+$ tt SPECIFIED REFER TO STANDARD PLAN 326. o+
TI •4 0 le•) OC 0 e4 I PER SECTION C -C. WHEN DIAMETER DI IS 1200 mm (48') OR LESS. CENTER
and double nuts. Peen l
TIE BARS �' O6 t ELEVATION all exposed threads NI
A a a BARS ~ � _ OF SHAFT MAY BE LOCATED PER NOTE 3. ��oo :
LONGITUDINAL SECTION 16. WHERE A PRESSURE MANHOLE SHAFT - WITH.ECCENTRIC REDUCER IS j after fabrication. ■ N �
STATION PNt _ M R , I D STREET 3. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF SPECIFIED REFER TO STANDARD PLAN 328. 11 {6 foto!) See Detail Q
STATION I Of SPUR : GRAM STORM DRAIN WHEN DIAMETER DI IS 1200 mm(481 OR LESS. IN WHICH 6 Punched below {typ.) m I
holes finished
roso MAX MANHOLE FRAME L �s 1 s CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45' WITH 17. WHERE A PRESSURE. MANHOLE SHAFT - 914 mm (36`) WITHOUT IS dia., �i16" t0 1 p
AND COVER PER OR 8A e CENTER LINE. SPECIFIED REFER TO STANDARD PLAN 329.
• STD. PLAN 630 10 Gage galy. past N
F (3'-6 t MANHOLE W E,050�1
- r 15Y 4 Iso m. t•4 0 6• 18. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE ,
-� -2100 m• 84.1 M 3• 151! o Iso m■ 1.5 O 6'1 4. LENGTH OF MANHOLE MAY BE INCREASED AT OPTION TO MEET PIPE ENDS.
PLAN PER STD• c D BARS - BUT ANY CHANGE IN LOCATION OF SPUR MUST BE APPROVED BY THE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED. ALL VALUES :
(SHAFT NOT SHOWNI PLAN 324 W TIE BARS ENGINEER. USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING
STEPS BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. ' I
�^ F Bags A 5. P SHALL BE 125 mm (5') FOR D2=2400 mm.(96') OR LESS AND 200 mm (8') IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL
N ( TIE BARS secrlON , BE ENGLISH UNITS.
- 6 m■ (2•-10 In -1106 nm Miff.13'-6• FOR D2 OVER 2400 mm (96'). f i
f BAR s - ' 17 mw 1/ 41 .111, (16* m THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN: s ,
125 Rru tt so 6. REINFORCEMENT SHALL CONFORM TO ASTM A 615M. GRADE 300(ASTM A 615,
TIE .� PIPE•) . - , I GRADE 40). AND SHALL TERMINATE 40 mm (1 1/2•) CLEAR OF CONCRETE SUR- 324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER A A �
BARS PIPE SEAT A BARS 123 ww
I Ey R FACES UNLESS OTHERWISE SHOWN: 326 MANHOLE SHAFT - 900 mm (36') WITHOUT REDUCER
ELEv. s '- 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC
B BARS T OF YI�LLIES FOR T 7. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE. 329 PRESSURE MANHOLE SHAFT - 914 mm (36•) WITHOUT NOTE
REDUCER
- -r • .�1 1 • 1 w., 4 Information Required On Plate
ISM O 450 mm (•4 0 18•) •� ISO rel (T 375 ... a59 11 .a. 4 v4• 8. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION 630 610 mm (24•) MANHOLE FRAME AND COVER 1. Name of owner.
OC BOTH WAYS. TO BE 1 """ 1 ^'" 450 1111. 11 ') 115 mo 44 1/ • EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY 633 914 mm (361 MANHOLE FRAME AND COVER
ISM O 450 Rim (•4 O 18•) OC USED WHEN 8 IS 1500 mm n25 """ as• 19 own /41) 525 mm 21• 15 mm r
SECTION -G-G 2 ww .�. •) 00 ww (24.1 135 m• (s 1/4• MAY BE PLACED AT SPRING LINE. 635 STEEL STEP ?-Telephone no.
BOTH WAYS. TO BE usEo t6o•) 0R MORE 175 ,-,,, S1.• ,,,�, 1 1 221 mw 636 POLYPROPYLENE PLASTIC STEP &Type of installation with
WHEN 02 IS 1500 R■n 1601? ■.■ me 75Q Mai ,
15Mimi
OR MORE 142 ms m■ IS 1/4 825 mm 1133.1 160 Ism 1s 1/49 9. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A appropriate sign..
1500 mm 609 40 Ism 19, i • 0 6• 16 •ar 6 1/ LEVEL SEAT BUT SHALL NOT BE LESS THAN THE TABULAR VALUES OF 4Depth of installation from
I min 6 • 255 era tl0.1 7 In 39• I •1-1 71 top of marker.
SECTION N -M -P -O F SHOWN ON TABLE, SH. 1.
1650 all 86' 260 mn Ila 1/4• 1050 m. 14Y1 190 mm (7 1/YI
nr. mw t 4 1125 •lal 4 1
CONCRETE RINGS PER « ■ ,r "
1600 mm z• zea •,. n•l 1 a (48• o -.1118• 5/16 2-7/16 rJ/
9TD, PLAN 324 10. IF LATERALS ENTER ON BOTH SIDES OF MANHOLE, SHAFT SHALL BE / _r�`_
OMIT THIS STEP IN 93 mw 7 300 w1n 11 3/4 1275 na 51- 1 mm 1 • LOCATED ON SIDE RECEIVING THE SMALLER LATERAL.
PAVED STREETS X125 ww 2100 mw 184•) 320 hall (12 In•) _aSO (3411 230 m■ 19
D
H BAR STREET GRA••11 90- ss 1 v 1425 wa 157• .a. 9 v49
125 1■m Z 25 Rr11 IS : 1'1 400 mm 98' 35 14- 1 0 240 wm 9 I/ 5/32 R
Iso > ts• RiNi3 SEAT 2550 Nm 102.) 391 mw Is 1/21 Isrs mn 63• 2ss min w9 11. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE
� 0 i mn 1 1650 ma 661 6 1 1 SHOWN, STEPS SHALL BE UNIFORMLY SPACED 350 mm 04•) TO 375 mm (I5•) OC.
400 mm ({6•? FOR PAVED So Inn (61) 200 1.w u1 0 420 -v 16 yr 1 2 •2111 6 • TS m■ to /4• THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (240) ABOVE THE INVERT.
0 120' 4 0 ma t7• 1800 wJ (72• 280 MM 11• /
STREETS. 650 nlm t2•-2' H BAR 1 wm 126• mn 1 nw- 78100 mm ul 3/41)7/ NVI-Vilini"
FOR UNPAVED STREETS 300 ww (132•) 445 mn 17 I/r 2too ■M 184- 320 mm tz /) 12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE
130 mm � •r' VARIABLE • I ma 2 wlm 335 ma I 1/4'
3600 mm (144" 400 w■1 969 mw (I4•t A. THIS STANDARD PLAN IS USED WHEN STANDARD PLAN 320 IS INADE- 9�6 1-1�/Is" 9/1 ■ �`-
TIE BARS E BARS ss0 mm 0021 395 w1■ 111 1/2• 3- V16" „ n
TIE BARS 00 mm ws• 401 mw 416•) QUATE. MAIN LINE 900 mm (36•) INSIDE DIAMETER OR LARGER. DETAIL A
F F J BARS a m■ 114' 420 wm i
3000 wm (120' 430 mm 7•
ROUND EDGES TO 3150 ww (I2 • 430 all 1 B. LATERAL = 300 mm (t2•) TO 3600 mm (144') INSIDE DIAMETER) HOWEVER, SECTION A -A
• TS mIR 13.1 R 3300 ww 1321 4 •1n (17_1
/ THE INSIDE DIAMETER SHALL NOT EXCEED THE INSIDE DIAMETER OF
450 mm 138' ■Illl I I/
--��- 6o mm (►44• 455 wm 116-t THE MAIN LINE.
SAN BERNARDINO COUNTY
�_ UNDERGROUND UTILITY MARKER FLOOD CONTROL DISTRICT
-SECTION C -C t\iA 4! ,. „ 1 W ncw3arn I owlt..Y oA>->:
EXIST. PIPE 90
FLOW p I pfw
ftow f
1 5 O 300 mm
04 O 12.1 r
D
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
T
300 Ron (Ir)
300 RIM (1r)
100 Rim (4.1
'
300 Rim (tr) 125 mm (YI
600 mm (241
300 NJ (Ir)
ISO an (6.1
..W ......��
450 m8 08') 175 mRl (7.1
B.W.
6/4/69
1050 Rn (42'
i"0"NAoATED By TME
PUVJC VOWS STANQARDS W.
GRU"a°°.
' INS
A
MANHOLE
:ELAN H OLE PIPE TO PIPE
LARGE SIDE UNLET
STANDARD �N
METRIC
322 - 1
SHEET 1 OF 4
I5M 0 300 mm (•4 0 12• 330-C-23 (560-0-3250) CONCRETE
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PUN
322 1
SHEET 2 OF 4
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PUN
ETRSTANDARD
322 - 1
SHEET 3 OF 4SHEET
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
PUN
METRICIm
322 -1
4 OF 4
1650 mm (66•
RLE NO.
$. R 204
275 RIM ((11
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
L/2. (TVP.) 25 mm (1•) (TYP.)
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
t s- NI[KRY"•/O■� C:•wlerwl"r weal■
1• IS REQUIRED WHERE THE CHANGE IN GRADE
COLLARCENTR
- TO 75 Ran (31) R
1,_r.
EXIST. PIPE 90
FLOW p I pfw
ftow f
1 5 O 300 mm
04 O 12.1 r
D
L
T
300 Ron (Ir)
300 RIM (1r)
100 Rim (4.1
'
300 Rim (tr) 125 mm (YI
600 mm (241
300 NJ (Ir)
ISO an (6.1
750 RIM (30.1
450 m8 08') 175 mRl (7.1
900 min (361) 450 Ran VIS1
225 NJ (9•)
1050 Rn (42'
450 RINI (18•)
225 Ian 19.1
1200 Run (48•
I5M 0 300 mm (•4 0 12• 330-C-23 (560-0-3250) CONCRETE
250 Ian 0011
1425 mm t5r) 450 mm (181)
NOTES
1500 mm (60'
B
c - EDGES TO BE ROUNDED
275 mm (11.1
1650 mm (66•
325 nm (21'1
275 RIM ((11
1800 RIM (72*4
600 m (24' 300 nn (Ir
L/2. (TVP.) 25 mm (1•) (TYP.)
1• IS REQUIRED WHERE THE CHANGE IN GRADE
COLLARCENTR
- TO 75 Ran (31) R
1,_r.
OF PIPE
10. WHERE THE PIPE IS 525 i21') OR LESS IN DIAMETER AN INTERIOR
I I I
EXCEEDS ETEP
Ct S �' tC
BE.
SONO-TUOR EQUAL. INTERIOR FORM
FORM OF UNSEALED SONO-- TUBE OR EQUAL SHALL BE USED TO
loo ww 14.1 1 h +2T-200 M{8` 100 mm (4-)
2. FOR CURVE JOINTS (SEE DETAIL B. SHEET U
A. �' 1 #`�A
NOTES
11. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE:
PROVIDE A SMOOTH INTERIOR JOINT. THE PAPER FORM MAY BE
' t' !~ ' •:,. .•
IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE
THAT IS GREATER THAN 25 mm (I•), BUT IS LESS THAN 75 mm((3-)
yR = 1 0
of svuR t
1. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS
A. MAIN LINE 2 825 mm (331 INSIDE DIAMETER OR LESS. (EXCEPTION -
IF THE
LEFT IN PLACE (SEE DETAIL A). WHEN THE PIPE IS 600 mm (24')
1
200 wwt8 1 200 "non" (8 I
A CONCRETE COVER IS REQUIRED IN ACCORDANCE WITH SUBSECTION
306-1.2.4 OF THE SSPWC.
Iso mm (6•) I = =
LESS
THAN 867 mm (2'-I0 1/2') FOR PAVED STREETS OR 1060 mm (3'-6') FOR
MAIN LINE RCP DOWNSTREAM OF THE MANHOLE IS 900 mm (36•)
TO 1050 mm (421 INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS
OR LARGER A REMOVABLE INTERIOR FORM SHALL BE USED OR THE
EXIST. PIPE 90
FLOW p I pfw
ftow f
1 5 O 300 mm
04 O 12.1 r
D
L
T
300 Ron (Ir)
300 RIM (1r)
100 Rim (4.1
450 n•n 081
300 Rim (tr) 125 mm (YI
600 mm (241
300 NJ (Ir)
ISO an (6.1
750 RIM (30.1
450 m8 08') 175 mRl (7.1
900 min (361) 450 Ran VIS1
225 NJ (9•)
1050 Rn (42'
450 RINI (18•)
225 Ian 19.1
1200 Run (48•
450 Rim (181
250 Ian 0011
1425 mm t5r) 450 mm (181)
250 mm 00.1
1500 mm (60'
525 Ran (21•)
275 mm (11.1
1650 mm (66•
325 nm (21'1
275 RIM ((11
1800 RIM (72*4
600 m (24' 300 nn (Ir
MIN ~ UNPAVED STREETS. CONSTRUCT SHAFT PER SECTION C -C AND DETAIL •N'. 825 mm (330) OR LESS.) STANDARD PLAN 320 OR STANDARD PLAN 322 IS
IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE ALL STEEL REINF• 15M DEPTH M MAY BE REDUCED TO AN ABSOLUTE LIMIT OF 150 mm (6•) WHEN NOT APPLICABLE WHERE THE MAIN LINE CONDUIT IS LESS THAN 900 mm
THAT IS EQUAL TO OR GREATER THAN 75 mm (3`), BUT LESS THAN o loo """ t•4 o sy Oc I LARGER VALUES OF M WOULD REDUCE H IN SECTION C -C TO 1060 mm (3'-6•) (36') IN DIAMETER.
150 mm (6•). A CONCRETE COLLAR IS REQUIRED. IF THE CLEAR ♦. DETAIL ■N" PLAN OR LESS.
SPACE IS 150 mm (6) OR GREATER, A TRANSITION STRUCTURE $ v B. SEE SECTION A - A. THE MAXIMUM SIZE LATERAL THAT MAY BE
IS REQUIRED. - PAN (RINGS AND COVER NOT SHOWN) 2. H (IN SECTION A -A AND B -B) SHALL NOT BE LESS -THAN 1.2 m (4'-0'). CONNECTED TO THIS MANHOLE IS SUCH THAT THE DISTANCE FROM THE
SEE NOTE 1 BUT MAY BE INCREASED PROVIDED THAT THE VALUE OF M SHALL NOT OUTSIDE (TOP) OF THE LATERAL TO THE BOTTOM OF THE 200 mm (8•)
3. CONCRETE COLLAR SHALL NOT BE USED FOR A SIZE CHANGE ON (SHAFT NOT SHOWN)
THE MAIN LINE. BE LESS THAN THE MINIMUM SPECIFIED AND THAT THE REDUCER SHALL THICK TOP OF THE MANHOLE CHAMBER- MEASURED VERTICALLY FROM 4. CONNECTOR PIPES STREET GRAMANHOLE FRAME CONCRETE RINGS STREET GRADE BE USED. FOR H (IN SECTION C -C) SEE NOTE 1. THE END OF THE RCP. SHALL BE A MINMUM OF 150 mm (6').
DE
AND COVER PER PER STD. PLAN 324 3. L SHALL BE 1.2 m (4'-0`) UNLESS OTHERWISE SHOWN. L MAY BE IN- C. IF THE SIZE OF THE LATERAL IS SUCH THAT THE ABOVE-SPECIFIED
A. WHERE PIPES 4F DIFFERENT DIAMETERS ARE JOINED WITH A 25 wnl><25
CONCRETE COLLAR. L AND T SHALL BE THOSE OF THE LARGER 10 mSTD. PLAN 630w OMIT THIS STEP t51111•) CREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS. BUT ANY MINIMUM DISTANCES CANNOT BE MAINTAINED, THEN ONE OF THE
PIPE. DI I OR A WHICHEVER IS GREATER. �++ {24.1 IN PAVED STREETS RING SEAT CHANGE IN LOCATION OF THE SPUR MUST BE APPROVED BY THE ENGINEER. FOLLOWING ALTERNATE SOLUTIONS MUST BE USED.
B. WHEN D1 IS EQUAL TO OR LESS THAN Dz. JOIN INVERTS AND •- � SHAFT 225 win IS 3 w�
WHEN DI IS GREATER THAN 02. JOIN SOFFITS. m �r �o wi 4. T SHALL BE 200 mm (8') FOR VALUES OF H UP TO AND INCLUDING 2.4 m I. PROVIDE A SPECIAL STRUCTURE.
PER STD• 400 Rlm (16) FOR (24.1 ($•-0') ANO 250 mm 110') FQR VALUES OF H OVER 2.4 m {8'-0•).
• W PLAN 324 PAYED STREETS,
5. FOR PIPE LARGER THAN 1840 mm 172) SPECIAL COLLAR DETAILS � W _
ARE REQUIRED, o v' 1 900 anln t3'-01 STREETS
ET 12-2.1 It -21 w. {S• N Z. PROVIDE TWO STANDARD STRUCTURES. CONSISTING OF THIS
3-15M (64) CIRCULAR TIES, o a STREETS FOR UN- >` v T as0 ., n' -a•1 r m S. STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT
SEE NOTES 6. FOR PIPE SIZE NOT LISTED USE NEXT SIZE LARGER. PAVED STREETS m mak'
7 7 mo CENTER LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF MANHOLE PLACED UPSTREAM OR DOWNSTREAM FROM THE APPLICABLE
JUNCTION STRUCTURE OR TRANSITION STRUCTURE.
• 7. REINFORCEMENT SHALL CONFORM TO ASTM A 615 M (A 615) GRADE T 123 Ran a s0 mm (31x2•) PIPE SEAT = W SHAFT AND REFER TO THE PROLONGED INVERT GRADE LINES. SEE NOTE 3.
150 Ran 300(40). ji.
1 5 wm (3•_ ROUND EDGES 15 mm w 12. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630
6-) MIN i � OF INLETS 1/2• 6. REINFORCEMENT SHALL CONFORM TO ASTM A 615M. GRADE 300(ASTM A 615-
F+ 8. WHERE REINFORCING IS REQUIRED THE DIAMETER OF THE CIRCULAR `•` 25 an 159 GRADE 40). AND SHALL TERMINATE 40 mm (1 1/2') CLEAR OF CONCRETE SUR- UNLESS OTHERWISE SHOWN.
• _ E,� P� _ 71£S SHALL BE O+(2X WALL THICKNESS) * T. _ b;s
ROUND EDGES FACES UNLESS OTHERWISE SHOWN. 13. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS
CUT_ ____ , 9. REINFORCING SHALL BE USED WHERE THE PIPE DIAMETER IS Is """ OTHERWISE SHOWN.
GREATER THAN 525 mm (21•) AND ON ALL PIPES WHERE THE SPACES INLET ELEVATION 7. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE.
0. 2 CUT NO. I ( 1/ APPLIES AT THIS SECTION C -C
LINE-�' BETWEEN THE EXTREME OUTER ENDS IS 73 mm (3') OR LARGER. POINT 14. WHERE A MANHOLE SHAFT - 900 mm (36') WITHOUT REDUCER IS
A. Bn(]Y OF 1AONMC)1 F SN AI 1 Ftp PA11AFt1 lu ANC rnuTlwlnllc necnirinu
TUBE IN THE PIPE. ARE NOT EXACT EQUAL VALUES. IF- METRIC VALUES ARE USED, ALL SECTION B -B
VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. EXCEPT
REINFORCING BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR
METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED
FOR CONSTRtICTInN RNAI I R� FN[:1 Icu IIUITQ
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
-- - - --- - e
_ /
90• NOT 2 •'' '- •'� "- � •• `
LINE •.:•e'. �> ';
:• '•.�• ' .: _
I .�.�
150 mml NIT iJA * �'
CONCRETE COLLAR FOR RCP
STANDARD PLAN
CIRCULAR TIES.
NOOF
PIPE DIAMETER . CIRCULAR TIES
450 RNn 08.1
REV_ low
SECTION A -A
STATION LINE � 900 MM t3`-09
200 R"" (8.1 ,
'^^
STEPS
SHOWN. STEPS SHALL BE UNIFORMLY SPACED 350 mm (14') TO 375 mm (15`) OC.
THE LOWEST STEP SHALL NOT BE MORE THAN 600 (24`) ABOVE THE
USE WffH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
--•---•-••--- _....-- -- . __• __ •,. _„v _V,1,.I.VVVV V."Lt\AIM\
EXCEPT THAT A CONSTRUCTION JOINT •WITH A LONGITUDINAL KEYWAY
MAY BE PLACED AT SPRING LINE.
9. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE
A LEVEL SEAT BUT SHALL NOT BE LESS THAN 200 mm t8').
10. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHFRWISF
SPECIFIED REFER TO STANDARD PLAN 336.
15. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS
SPECIFIED REFER TO STANDARD PLAN 328.
16. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (360) WITHOUT REDUCER
IS SPECIFIED REFER TO STANDARD PLAN 329.
• 3.14 (DO -D)
525 mm (21') OR LESS 3
600 mm (24•) TO 750 mm (30') 3
825 mm (33•) TO 1425 mm (57•) 4
1500 mm (60•) TO 1800 mm (72•) 5
TUBE IN THE PIPE. ARE NOT EXACT EQUAL VALUES. IF- METRIC VALUES ARE USED, ALL SECTION B -B
VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. EXCEPT
REINFORCING BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR
METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED
FOR CONSTRtICTInN RNAI I R� FN[:1 Icu IIUITQ
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
���MS
CONCRETE COLLAR FOR RCP
STANDARD PLAN
WHERE THE SPACE BETWEEN PIPE ENDS EXCEEDS 75 mm t3'). THE
NUMBER OF CIRCULAR
300 mm 12" THROUGH 1800 mm 72"
450 RNn 08.1
REV_ low
SHEET t OF 2
SHOWN. STEPS SHALL BE UNIFORMLY SPACED 350 mm (14') TO 375 mm (15`) OC.
THE LOWEST STEP SHALL NOT BE MORE THAN 600 (24`) ABOVE THE
USE WffH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
17. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE
• 3.14 (DO -D)
TIES SHALL BE INCREASED TO MAINTAIN AN
APPROXIMATE SPACING OF 150 mm (6`) O.C.
75Not 01
x I
mm LEDGE
AT THE SIDE OF THE MANHOLE.
NOT EXACT EQUAL VALUES. IF IATRIC VALUES ARE USED, ALL VALUES
DETAIL 'A" (SEE NOTE 101 INTERIOR SURFACE
I ( -
USED FOR CONSTRUCTION SHALL BE METRIC VALUES. EXCEPT REINFORCING
OF PIPE
10. WHERE THE PIPE IS 525 i21') OR LESS IN DIAMETER AN INTERIOR
I I I
BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES.
BE.
SONO-TUOR EQUAL. INTERIOR FORM
FORM OF UNSEALED SONO-- TUBE OR EQUAL SHALL BE USED TO
loo ww 14.1 1 h +2T-200 M{8` 100 mm (4-)
IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BEENGLISH
PROVIDE A SMOOTH INTERIOR JOINT. THE PAPER FORM MAY BE
UNITS.
CUT N0. Il SAW THE TUBE AT AN ANGLE OF A/2 WITH THE TRANS- ■ ■
DETAIL B
LEFT IN PLACE (SEE DETAIL A). WHEN THE PIPE IS 600 mm (24')
1
200 wwt8 1 200 "non" (8 I
THE FOLLOWINGNITS. STANDARD PLANS ARE INCORPORATED HEREIN=
VERSE PLANE. REVERSE ONE SECTION AND TAPE BOTH SECTIONS
OR LARGER A REMOVABLE INTERIOR FORM SHALL BE USED OR THE
324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER
TOGETHER FORMING THE DEFLECTION ANGLE A. TYPICAL JOINT FOR
CUT NO. 21 SAW THE TUBE LONGITUDINALLY REMOVING A STRIP
INTERIOR JOINT SHALL BE COMPLETELY FILLED WITH MORTAR AND
NEATLY POINTED.
326 MANHOLE SHAFT - 900 mm (361 WITHOUT REDUCER
3.14 (DO -D I WIDE ON THE SIDE OPPOSITE THE OPEN JOINT. REINFORCED CONCRETE PIPE
OPTIONAL BOTTOM GRADE POINTS.
SEE NOTES
328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC
BEND THE ENDS OF THE CUT TOGETHER AND INSERT THE
11. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS
329 PRESSURE MANHOLE SHAFT - 9!4 (36") WITHOU R
TUBE IN THE PIPE. ARE NOT EXACT EQUAL VALUES. IF- METRIC VALUES ARE USED, ALL SECTION B -B
VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. EXCEPT
REINFORCING BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR
METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED
FOR CONSTRtICTInN RNAI I R� FN[:1 Icu IIUITQ
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
���MS
CONCRETE COLLAR FOR RCP
STANDARD PLAN
19W'
300 mm 12" THROUGH 1800 mm 72"
380R- 2
REV_ low
SHEET t OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
i
STANDARD PLAN
3METRIC
0 IC 2
SHEET 2OF2
CONCRETE COLLAR FOR RCP.-
300 mm 12" THROUGH 1800 mm -(72")
-
WrAWATMe RDS VC,
PUBLIC` "°°"
i98Q
MAIN LINE ID'S 825mm 3311OR SMALLER
321 -1
�Y. 19M
MANHOLE PIPE TO PIPE (ONE OR BOTH MAIN LINE
ID'S 825mm 33" OR SMALLER
SHEET 7 OF 3
USE WffH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
1
STANDARD PLAN
3METRIC
0 IC 2
SHEET 2OF2
CONCRETE COLLAR FOR RCP.-
300 mm 12" THROUGH 1800 mm -(72")
�� �C(1: F.,.:
t 1 r, 1 1 �1tr11R i , Q�+t�;r._F� #r()(n !� �++' �
c-,
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informatiotl o. th s drawing t_
-# be vetlfiec is the fief( >•,��an,.,r nr t : 1 E ,
fz+ruction. HALL & FOREMAN. INC
:.,rgr()undfaciityli;('ati:�.deri..t 3!�.,�1:ies can be readi!v -,P1^, end ves t n, ! , . Jme, p -r!
y1.
TABLE OF VALUES FOR M (SEE NOTE Il
SECTION PAVED STREET UNPAVED STREET
MAX• MIN. MAX. MIN.
A -A 867 mm 121-10 1/r) 1060 No 13•-6-)
C -C 262 mm (119 217 ism (8 1/21 410 mm (161) 380 mm 4159
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
P1iWONKS
MANHOLE PIPE TO PIPE ONE OR BOTH
STANDARDPLAN�'"
WrAWATMe RDS VC,
PUBLIC` "°°"
i98Q
MAIN LINE ID'S 825mm 3311OR SMALLER
321 -1
�Y. 19M
MANHOLE PIPE TO PIPE (ONE OR BOTH MAIN LINE
ID'S 825mm 33" OR SMALLER
SHEET 7 OF 3
USE WffH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
REVISIONS APPROVAL DATE APPROVAL TY DATE
mm T EDUCER
630 610 mm 1241 MANHOLE FRAME AND COVER
633 914 mm (361 MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
CITY OF FONTANA, CALIFORNIA
QROFESS/p,� E10 []P3& lb
�p �Ro L 6 q� r� ���� DRAWN BY STORM DRAIN U..PROVEMENT PLAN SCALE:
0`y ' V E.O. HORIZ: 1" = 40'
'z z ❑❑ 'A Civil Engineering - Planning - Surveying - Public Works DESIGNED BY DETAIL • SKEET VERT: " _
1 4
24573 z 545 N. Mountain Ave. Ste. 106 Upland, CA 91786-9997 ■ (909) 982-7777 CHECKED BY FOR DATE:
* Exp.p. 12/31/01 *
CIVIC PREPARED UNDER THE SUPERVISION OF: A. G. & R. B. TRACT NO. 15957-1,-2 11/30/98
`2141
�OF CA1-�F�� t�-�4_ 99 JOB NO. DR. N0. SHT. NO.
5195 PROVED • �•�� ¢' /'r' f q
RICHARD L': BOWMAN R.C.E. 24573 DATE: /C:51" CITY ENGINEER R.C.E. 251IT61 2695 4 OF 5
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTERSTANDARD
PLAN
321R- 1
SHEET2OF3
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
MANHOLE PIPE TO PIPE PONE OR BOTH MAIN LINE
ID'S 825mm 33' OR SMALLER
STANDARD PUN
321 IC
- 1
SHEET 3OF3
MANHOLE PIPE TO PIPE (ONE OR BOTH MAIN LINE
ID'S 825mm 33" OR SMALLER
CITY OF FONTANA, CALIFORNIA
QROFESS/p,� E10 []P3& lb
�p �Ro L 6 q� r� ���� DRAWN BY STORM DRAIN U..PROVEMENT PLAN SCALE:
0`y ' V E.O. HORIZ: 1" = 40'
'z z ❑❑ 'A Civil Engineering - Planning - Surveying - Public Works DESIGNED BY DETAIL • SKEET VERT: " _
1 4
24573 z 545 N. Mountain Ave. Ste. 106 Upland, CA 91786-9997 ■ (909) 982-7777 CHECKED BY FOR DATE:
* Exp.p. 12/31/01 *
CIVIC PREPARED UNDER THE SUPERVISION OF: A. G. & R. B. TRACT NO. 15957-1,-2 11/30/98
`2141
�OF CA1-�F�� t�-�4_ 99 JOB NO. DR. N0. SHT. NO.
5195 PROVED • �•�� ¢' /'r' f q
RICHARD L': BOWMAN R.C.E. 24573 DATE: /C:51" CITY ENGINEER R.C.E. 251IT61 2695 4 OF 5