HomeMy WebLinkAbout4312-239NOTE:
i. ALL EXPOSED EDGES SHALL RE ROUNDED TO A 15 mm (HALF INCH) RADIUS.
2. THE CURB FACE AT POINTS A AND D SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB.
THE CURB FACE AT POINTS B AND C SHALL 8E THE NORMAL CURB FACE OF THE ADJACENT CURB
PLUS H (SEE APPLICABLE CATCH BASIN STANDARD PLAN).
3. IN EXISTING STREETS WHERE NO PAVEMENT REMODELING IS INDICATED, THE ELEVATION OF THE
OUTER EDGE OF THE LOCAL DEPRESSION SHALL MEET THE FINISHED STREET SURFACE.
4. IN NEW STREETS, OR IN EXISTING STREETS WHERE PAVEMENT REMODELING IS INDICATED;
THE ELEVATIONS OF POINTS F AND G SHALL BE SET H, HIGHER THAN THE GUTTER FLOW LINE
ELEVATIONS AT POINTS A AND D, RESPECTIVELY.
THE ELEVATIONS OF POINTS P AND R SHALL BE SET H2 HIGHER THAN THE GUTTER FLOW LINE
ELEVATIONS AT POINTS B AND C, RESPECTIVELY.
THE ELEVATION OF POINT S SHALL BE SET H2 HIGHER THAN THE ELEVATION AT THE NEAREST
GUTTER FLOW LINE.
WHERE THERE IS NO GUTITR ADJACENT To THE LOCAL DEPRESSION, THE ELEVATION OF POINT
E SHALL BE SET H3 HIGHER THAN THE ELEVATION AT THE NEAREST TOE OF CURB.
5. DIMENSIONS:
H - NOTED ON THE PROJECT PLANS,
H, - NOTED ON THE PROJECT PLANS.
Hz - NOTED ON THE PROJECT PLANS.
H3 - NOTED ON THE PROJECT PLANS.
G - 600 mm (2 Feet)
K - 1.5 m (5 Feet)
L - 1.8 m (6 Feet)
M - 1.2 m (4 Feet)
N - 1.5 m (5 Feet)
Wo = CATCH BASIN W FOR CNE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS
FOR MUTIPLE CATCH BASINS.
THE THICKNESS OF THE LOCAL DEPRESSION SHALL BE 200 mm (8 INCHES).
6. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL
VALUES, IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC
VALUES, EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAYBE SUBSTITUTED FOR METRIC
BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED rOR CONSTRUCTION SHALL BE ENGLISH
VALUES.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
313-1
LOCAL DEPRESSIONS AT CATCH BASINS
NITRIC
32(� - 1
SHEET OF
B. THE OUTSIDE DIAMETER OF THE LATERAL MUST BE LESS THAN OR
EDUAL TO 1/2 THE INSIDE DIAMETER OF THE MAIN LINE. IF THE
UPSTREAM AND DOWNSTREAM DIAMETERS OF THE MANHOLE ARE NOT
THE SAME, THE GOVERNING INSIDE DIAMC7ER OF THE MAIN LINE
SHALL, BE CONSIDERED TO BE THAT WHERE THE EXTENDED CENTER
LINE OF THE LATERAL ENTERS THE MANHOLE.
C. IN NO INSTANCE SHALL THE INSIDE DIAMETER OF THE LATERAL TO
THE MANHOLE BE GREATER THAN 750 mm (301).
13, MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630
UNLESS OTHERWISE SHOWN.
14. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS
OTHERWISE SHOWN.
15. WHERE A MANHOLE SHAFT - 900 mm (361) WITHOUT REDUCER IS SPECIFIED
REFER TO STANDARD PLAN 326,
16, WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS
SPECIFIED REFER TO STANDARD PLAN 328.
17, WHERE A PRESSURE MANHOLE SHAFT - 914 mm (361 WITHOUT REDUCER IS
SPE:CtF(E4 REFER TO STANDARD PLAN 329_
18. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT
EXACT EQUAL VALUES. IF METRIC VALUES ARE USED, ALL VALUES USED
FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING BAR
SIZES IN ENGLISH UNITS MAY SUBSTITUTED FOR METRIC BAR SIZES.
IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL
BE ENGLISH UNITS.
THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN.
324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER
326 MANHOLE SHAFT - 900 mm (36") WITHOUT REDUCER
328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC
329 PRESSURE MANHOLE SHAFT 914 mm (361) WITHOUT REDUCER
630 610 mm (241 MANHOLE FRAME AND COVER
633 914 mm (36') MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROP'rLENE PLASTIC STEP
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHCI;N CALIFORNIA CHAPTER
£TANDAPD PLAN
MANHOLE PIPE TO PIPE MAIN LINE
NITRIC
32(� - 1
ID=aoo min (36f S ) OR LARGER
S! -.'PFT 4 OF 4
HDR ENGINEERING, INC.
2880 MARKET STREET, SUITE 100
RIVERSIDE, CA 92501
(951) 320-7300
i
F DI Fr- OPTIONAL OUTSIDE
EDGES TO $E , EDGE OF CONCRETE
j 75 rom (
D TO
B, 79 mm i 1
D BARS 3•} R
75 mm (31) OC (-
IOM(r3) TIE BAR- > !r R -ID OF SPUR �+� TG
4-20W96), E BARS _
975 mm (3'-8') LOA -j
SEE NOTE 2 f 1•- -I
0 BARS_ -IOM("31 TIE 8AR ABARS 900 mm
T9 mm (3') OC, 1 2 m (3'-0.) LONG
SEE NOTE 9�%f-�I-3-15M(e4) J BARS 1.4 m (4'-0')}'
(4'-8'I LONG 75 mml3') OC
CON'T.ADD'L. BARS Iso mm DETAIL "N"
Dt F (611 OC TO INSIDE EDGE
OF MANHOLE. SEE NOTE 2 IFIIN13S AND COVER NOT SHOWN)
PLAN -(SEE NOTE 1) m�
(SHAFT NOT SHOWN'
MANHOLE FRAME
STREET AND COVER PER
GRADE $TO, PLAN 630
- 610 mm (24')
MANHOLE SHAFT T 125 mm r 54 mm iv o'
PER STD. 15•: m m PIPE SEAT LEVEL,
!j
♦ 1
PLAN 324 PIPE SEAT �;F F SEE NOTE B
900 mm (3'-0•)-- _ E BAR9 "' ° .
y�'j E BARS " ILL
f
/-TIE BARS _.,1...
N
STEPS- 1 - ZJ7
rm I R I
TIE BAR. ` _ t_ .. £ o� 'III BARS125 rrm (5•) F ; �- J BARS w!TT00 ROUND EDGES .1'(2'-4')
TO 75 mm (3.1 R SPRING LINE --
15M(+4) 4 450 mm �'-INLET l-
(18 1 DC BOTH ELEVATION 1`I GNADIE POINTS..
WAYS TO BE USED APPLIES AT SEE NOTE 4 -- WHEN D2 13 1500 mm THIS POINT
(60•) OR OVERSECTION B-8
SECTION A -A
CONCRETE RINGS STREET GRADE
PER STD. .125 mm x 25 mm (5•x1'1
PLAN 32A----, RING SEAT
OMIT THIS r,; E H BARS
STEP IN
---
PAVED-SEE TABLE
STREETS - N0° VARIABLE
•,-. -mori 25 m - -- ISO mm
H BARS-
150 mm (6i--` { _ ?`-E BARS
400 mm (16'1 FOR LL5v IOM(+3 OR e4)
PAVED STREETS, r F tEi'1 ` TIE BARS
550 mm (2'-21) FOR i 41
UNPAVED STREETS) {_ 1LJ BARS
- RouND
-� EDGES I
. TO 75 nim
(3')R
SECTION{ C -C
AMERICAN PUBLIC %TORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
:,,'_�LrEe!v-,,
PB'_IC 51YXE:[5 STL.RCA+Jy Ifti C..
MANHOLE PIPE TO PIPE MAIN LINE
UTANDARD lAN
Cf FFkNLA.]K(Y7!.•M:TT-�
,4w
ID' -900 mIU 3611 OR LARGER
320-1
mm L42'1
1 mm T 1/2*)
USE WITH STANDARD SP=CIFICATJDNS FOR PUBLIC WORKS CONSTRUCTION
AMEz1CAN PUBLIC WORKS ASSOCIATION • SOUTHERN CALIFORNIA CHAPTER
E E
'Tt;l TRS AN
�w>"K 9SL' MAIN LINE ID'S 82.5mm 33" OR SMALLER
Q'
o
4''
EDGES TO BE ROUNDED
mm L42'1
1 mm T 1/2*)
_105
1125 mm (45')
TO 75 mm 13'1 R ~
1200 mm (48')
205 mm IB'
1275_mm (51')
215 mm (8 1/29
F
230 ;nm 1911
1425 mm (57) -
15 mm 160.)
2A5,jAm j2 �4'I
240 mm 8 1/2'
n.
260 mm flQI! '
€�
275 rnm 14 /4'
1600 mm (72')
260 mm 011
1950 mm 70') -
E_
O mrn ($4`
'f
C�
335_mm (13 1/4'1
2400 mm (96')
?C
2550 mm
AtT
w
J
to
405 mm [I61)
2850 mm (114'1
3000 mm (12011
420 mm (16 E/2'}
430 mm (171)
3150 mm- 11261) 43O mm (17')
3300 mrn 132' a 17 1/2')
3450 mm138'1 445 mm 117 1/2•)
3600 mm (14
456 mm 18'
R" I D
T
1-
�(
OF SPUR I
1
--150 mm (5')
MIN. ►-
�'
ALL STEEL REIM. I'M
£
O 100 mm 1104 Q 41 0C
o `
DETAIL "N"
PLAN
21s
p PAN
(RINGS AND COVER NOT SHOWN)
SEE NOTE I
(SHAFT NOT SNOwN)
STREET GRADE MANHOLE FRAME CONCRETE RINGS
STREET GRADE
AND COVER PER PER STD. PLAN 324
25 x ES
610 mm
STD- PLAN 630 OMIT THIS STEP
(24')
MANHOLE IN PAVED STREETS
RING SEAT
m a
I
SHAFT 22a mm (g-1-:... -�
Wm
PER STD. 400 mm (f 6'1 FOR
PLAN
6J0
`Aa
~
W
324 PAVED STREETS.
_ 124.1
4 E
900 mm (3'-0.1 850 mm (21-21)
1 m
a
O
f1
Ml
STREETS FOR UN-
iA T 1454 m" W-67
T
-
41 ,,.,
PAVED STREETS
175 mm 7'125
ftz�-
mm x 50 mrn 15'x2') PIPE SEATOF
ESJ/2'ROUND
INDET3
EDGES
7�114
15 min
_
(I/2'
INLE
APPLIES ar TH NS SECTION
C --C
POINT
SECTION
A -A
STATION LINE
i •--900 mm
200 mm
STEPS
T
_
1 450 mm
75 are (3'I
L
140 mm (4•)
Lr2T-200 mm (8'1
100 mm (4')
20o mm (8.1
200 mm l8' ,
OPTIONAL BOTTOM
GRADE POINTS,
SEE NOTE 5
SECTION
B --B
TAEILE CF VALUES FOR M (SEE NOTE JI
--_„
SECTION PAVED STREET I UNPAVED STREET
M, If MAX_
MIN.
- mm (2' -ID I/2')
IDSL -mm (3 -61)
G -C 282 nm (n`) .?.17 mm I ! 1/2'1 z10 mm I(G'l
360 mm (1;,-)
AMEz1CAN PUBLIC WORKS ASSOCIATION • SOUTHERN CALIFORNIA CHAPTER
MANHOLE PIPE TO PIPE (ONE OR BOTH
'Tt;l TRS AN
�w>"K 9SL' MAIN LINE ID'S 82.5mm 33" OR SMALLER
321 - 1
Km-,. ,? . USE WITH STANDARD SPECIFICATIONS FOR PUZLIC W ORKS COtiSTRUCTION
:511LL: i , OF 3
TOLL FREE '� 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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REVISION DESCRIPTION
M 5 C• MEME
®---
®_--
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Itttttttttttiti-��
TABLE OF VALUES FOR F
DZ
F
9OQ mm 36'
465 mm (h 1/2'
975 mm (391
180 mm 17')
mm L42'1
1 mm T 1/2*)
_105
1125 mm (45')
195 mrn 17 1/4')
1200 mm (48')
205 mm IB'
1275_mm (51')
215 mm (8 1/29
1350 mm 154')
230 ;nm 1911
1425 mm (57) -
15 mm 160.)
2A5,jAm j2 �4'I
240 mm 8 1/2'
1575 mm 16'5'L-_
1654 Inm 1661
260 mm flQI! '
1725 mm {69'1
275 rnm 14 /4'
1600 mm (72')
260 mm 011
1950 mm 70') -
300 mm 11
O mrn ($4`
320 mm 112 1/2'1
50 mm 90'
335_mm (13 1/4'1
2400 mm (96')
355 mm 041
2550 mm
102'1
395 mm 115 I/2'
2700 mm
(109'
405 mm [I61)
2850 mm (114'1
3000 mm (12011
420 mm (16 E/2'}
430 mm (171)
3150 mm- 11261) 43O mm (17')
3300 mrn 132' a 17 1/2')
3450 mm138'1 445 mm 117 1/2•)
3600 mm (14
456 mm 18'
TABLE OF VALUES FOR M (SEE NOTE I)
ION!PAVED STREET UNPAVED STRIFET
MAX. I MIN. _ MAX. MINT_
1 EiST mm 12'-10 If2'1 1060 mm 3
217 mm 1410 mm IIW1 1390 mrn {15
AMERICAN PUBLIC "ORKS ASSOC{ATIC7lN - SOUTHERN CALIFORNIA CHAPTER STANWlRO PL4N
MANHOLE PIPE TO PIPE MAIN LINE320-1
Ia:IfcIr
0=900rmc 35" CP. LARGE' 32� - 1
SHr T20r-4
NOTES
I. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS
THAN 867 mm (2'-10 1/2") FOR PAVED STREETS OR 1060 mm (3'-6') FOR
UNPAVED STREETS. CONSTRUCT SHAFT PER SECTION C -C AND DETAIL "N'.
DEPTH M MAY BE REDUCED TO AN ABSOLUTE LIMIT OF 150 mm (B') WHEN
LARGER VALUES OF M WOULD REDUCE H IN SECTION C -C TO 1060 mrn (3'-6')
OR LESS.
2. H ()N SECTION A -A AND 13-8) SHALL NOT BE LESS THAN 1.2 m (4'-0'),
BUT MAY BE INCREASED PROVIDED THAT THE VALUE OF M SHALL NOT
BE LESS THAN THE MINIMUM SPECIFIED AND THAT THE REDUCER SHALL.
BE USED. FOR H (IN SECTION C -C1 SEE NOTE 1,
3. L SHALL BE 1.2 m (4-0.1 UNLESS OTHERWISE SHOWN, L MAY BE IN-
CREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS, BUT ANY
CHANGE IN LOCATION OF THE SPUR MUST BE APPROVED BY THE ENGINEER.
4. T SHALL 4E 200 mm (8') FOR VALUES OF H UP TO AND INCLUDING 2.4 m
(8'-0.1 AND 250 mm 001 FOR VALUES OF H OVER 2,4 m (8'-0').
5- STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT
CENTER LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF
SHAFT AND REFER TO THE PROLONGED INVERT GRADE LINES. SEE NOTE 3.
6. REINFORCEMENT SHALL CONFORM TO ASTM A 615M, GRADE 300(ASTM A 615,
GRADE 40), AND SHALL TERMINATE 40 mm V 1/2'1 CLEAR OF CONCRETE SUR-
FACES UNLESS OTHERWISE SHOWN.
7. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LIME.
S. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION
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 (8').
10. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE
SHOWN, STEPS SHALL BE UNIFORMLY SPACED 350 mrn (14") TO 375 mm (15') OC.
THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (24') ABOVE THE LEDGE
AT THE SIDE OF THE MANHOLE.
AMERICAN PUBLIC WORKS ASSOCIATION! - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
q211 ,
LINE
MANHOLE PIPE TO PIPE (ONE OR BOTH MAIC! LINE
IDS 825nim 33") OR SMALLER)
I SHEET 2OF3
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS
AND STANDARDS IN EFFECT.
Under The Supervision Of :
NOTES
1. WHEN DEPTH M FROM STREET GRACE TO THE TOP OF THE BOX IS LESS
THAN 867 mm t2'-10 1/2') FOR PAVED STREETS OR 1060 mm (3'-6") FOR UN-
PAVED STREETS, CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND
DETAIL 'N". SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED
PER SECTION C-0. WHEN DIAMETER 01 IS 1200 mm (48") OR LESS, CENTER
OF SHAFT MAY BE LOCATED PER NOTE 2.
2, CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF
STORM DRAIN WHEN DIAMETER DI IS 1200 mm (48') OR LESS, IN WHICH CASE
PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 450 WITH CENTER LINE
AND OMIT J BARS.
3. L AND P SHALL HAVE THE FOLLOWING VALUES UNLESS OTHERWISE SHOWN
ON THE PROJECT DRAWING51
A. De2400 mm (961 OR LESS. L=1.7 In (5`-6"), P=130 mm (5')
B. D2 OVER 2400 mm (961), L=1.8 m (6'-0'). P=210 mm'(81)
L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE
ENDS. WHEN L GREATER THAN THAT SHOWN ABOVE IS SPECIFIED, D BARS
SHALL BE CONTINUED 150 mm (6') OC,
4. STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT CENTER
LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF SHAFT AND
REFER TO THE PROLONGED INVERT GRADE LINES.
5. REINFORCEMENT SHALL CONFORM TO ASTM A 615M. GRQOE 300 (ASTM A 615.
GRADE 40), AND SHALL TERMINATE 40 mm (1 1/2') CLEAR OF CONCRETE SUR-
FACES UNLESS OTHERWISE SHOWN.
6. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE.'
7, BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATICN
EXCEPT THAT A CONSTRUCTION JOINT WITH A LONAITUDINAL`KEYWAY MAY
BE PLACED AT SPRING LINE.
8. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVI.t)E A
LEVEL SEAT BUT SHALL NOT BE LESS THAN,THE TABULAR VALUES FOR F
SHOWN ON TABLE SH. 2.
S, D BARS SHALL BE 15M(a4) FOR 02=975 mm(39'I OR LESS, I5M(•5) FOR
D2 -1050 mm (429 TO 2100 mm (64') INCLUSIVE AND 20M(i6l FOR
02:.2250 mm (90'1 OR OVER.
10. CENTER LINE OF INLET PIPE SHALL INTERSECT INSIDE FACE OF CONE AT
SPRING LINE UNLESS OTHERWISE SHOWN.
11, STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636 UNLESS OTHERWISE
SHOWN, STFPS SHALL BE UNIFORMLY SPACED 350 mm (149) TO 375 mm 051 OC.
THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (24.1 ABOVE THE INVERT,
12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE:
A. MAIN LINE = 900 mm 136') INSIDE DIAMETER OR LARGER. EXCEPT IF THE MAIN
LINE RCP DOWNSTREAM OF MANHOLE IS 900 mm (36') TO 1050 mm (42.)
INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 025 mm (331) OR
LESS STANDARD PLAN 321 SHALL BE USED.
AIVIERIGAN PU3LIC WORKS ASSOCIATION - SOUTHER14 CALIFORNIA CHAPTER GrANOARDMAN
MA NIHOLE PIPE TO PIPE MAIN LIEGE - � 140-K
3200 -1
ID=900 mm 36" OR LARGER _ I S4E=T�CF4�
H. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE;
A. MAIN LINE : 823 mm (33') INSIDE DIAMETER OR LESS. (EXCEPTION
IF THE MAIN LINE RCP DOWNSTREAM OF THE MANHOLE IS 900 mm (361
TO 1050 mm (42') INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS
825 mm (33') OR LESS.) STANDARD PLAN 320 OR STANDARD PLAN 322 IS
NOT APPLICABLE= WHERE THE MAIN LINE CONDUIT IS LESS THAN 900 mm
(361) IN DIAMETER.
B. SEE SECTION A - A. THE MAXIMUM SIZE LATERAL THAT MAY 13E
CONNECTED TO THIS MANHOLE IS SUCH THAT THE DISTANCE FROM THE
OUTSIDE (TOP) OF THE LATERAL TO THE BOTTOM OF THE 200 mm (8")
THICK TOP OF THE MANHOLE CHAMBER, MEASURED VERTICALLY FROM
THE END OF THE RCP, SHALL BE A MINMUM OF 150 mm (61.
C. IF THE SITE OF THE LATERAL 15 SUCH THAT THE ABOVE-SPECIFIED
MINIMUM DISTANCES CANNOT BE MAINTAINED, THEN ONE OF THE
FOLLOWING ALTERNATE SOLUTIONS MUST BE USED.
I. PROVIDE A SPECIAL STRUCTURE.
2. PROVIDE TWO STANDARD STRUCTURES, CONSISTING OF THIS
MANHOLE PLACED UPSTREAM OR DOWNSTREAM FROM THE APPLICABLE
JUNCTION STRUCTURE OR TRANSITION STRUCTURE.
12. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630
UNLESS OTHERWISE SHOWN.
13. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS
OTHERWISE SHOWN,
14. WHERE A MANHOLE SHAFT - 900 mm (36") WITHOUT REDUCER IS
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 (36') WITHOUT REDUCER
IS SPECIFIED REFER TO STANDARD PLAN 329.
17- DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE
NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED, ALL 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 CONSTRUCTION SHALL BE
ENGLISH UNITS.
THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN;
324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER
326 MANHOLE SHAFT 900 mm (36') WITHOUT REDUCER
328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC
329 PRESSURE MANHOLE SHAFT - 914 mm 1361) WITHOUT REDUCER
630 610 mm (24") MANHOLE FRAME AND COVER
533 914 mm (36') MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC S -EP
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STAI.p,4R0 PLAN
MANHOLE PIPE TO PIPE (CINE OR BOTH MAIN LINEM=TRIr
21-1
l 3
ID'S 825mm (33'') OR -SMALLER) 8:{:-x7301 ;1
CITY OF FONTANA, CALIFORNIA
JURUPA AVENUE STREET IMPROVEMENTS
DRAWN BY: MM MISCELLANEOUS REFERENCE O SCALE
DESIGNED BY: _ DETAILS - 2 DAM
12/5/2007
CHECKED BY:T K APPROV BY.
/ Q 4 l op DRAWING NO.: 3
Fes. CITY ENGINEER DATE: 4 31 2 47