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4- EDGES TO BE ROUNDED 15t�1 0 300 mm (.4 0 12' '
et ' TO 75 mm (3') R 0 �r�
`• (, f 330-C-23 (560-C-3250) CONCRETE NOTES
�� .flibl +C I. A CONCRETE
Geo 1 , 1 L/2 ITYP.) COLLAR IS REQUIRED WHERE THE CHANGE IN GRADE
At mu ` - I'j� ,ice to . ../ NOTES •EXCEEDS 10 PERCENT. .,. .
-' ,J�'y R = I D �. IN :=: i:'.' 23 mm It') ITYP.) 2. FOR CURVE JOINTS (SEE DETAIL B. SHEET I)
\ i i//,.a OF SPUR t di , I. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX !S LESS • ;' =t
E '•..... .••' ,: : ,' ''•j:.: IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE
THAN 867 mm (2'-10 I/2") FOR PAVED STREETS OR 1060 mm (3'-6") FOR I " ' ��~
-- ISO mm (s•) %A :. •�;•s`.
_ _ 'THAT IS GREATER. THAN 25 m BUT IS LESS THAN 75 mm
MIN. ' moi► UNPAVED STREETS, CONSTRUCT SHAFT PER SECTION C-C AND DETAIL "N". •••. . • A CONCRETE COVER .IS REQUIRED IN ACCORDANCE WITH SUBSECTION '
,, ALL STEEL REINF. 15M '� DEPTH M MAY BE REDUCED TO AN ABSOLUTE LIMIT OF 150 mm (6') WHEN 1 306-1:2.4 OF THE SSPWC.
0100 mm (•4 0 4.1 OC ! LARGER VALUES OF M WOULD REDUCE H IN SECTION C-C TO 1060 mm (3'-6") 2 • t • IF T
a a OR LESS. ! D L T THE EXTREME- ENDS OF THE PIPE LEAVE A CLEAR SPACE
o: •-• DETAIL N PLAN I THAT IS EQUAL TO OR GREATER THAN 75 mm (3"). BUT LESS THAN
c B150 .mm (6'1. A CONCRETE COLLAR IS REQUIRED. IF THE "CLEAR
(RINGS AND COVER NOT SHOWN) 2. H (IN SECTION A-A AND B-B) SHALL NOT BE LESS THAN 1.2 m (4'-0"), A I300 mm 021 300 mm 021 100 mm 14•)
PLAN SEE NOTE I / SPACE FS 150 mm (6") OR GREATER, A TRANSITION STRUCTURE
BUT MAY BE INCREASED. PROVIDED THAT THE VALUE OF M SHALL NOT NEW OR _� o,C►, 450 nim.(18') 300 mm {12•} 125 mm (5') IS REQUIRED.
(SHAFT NOT SHOWN) •- -•
BE LESS THAN THE MINIMUM SPECIFIED AND THAT THE REDUCER SHALL EXIST. PIPE ..,,./ 600 mm (241 300 mm (12'} 150 mm (6') 3. CONCRETE 'COLLAR SHALL NOT BE USED FOR A SIZE CHANGE ON
BE USED. FOR H (IN SECTION C-C) SEE NOTE I. .�.. • .
STREET GRADE MANHOLE FRAME CONCRETE RINGS STREET GRADE FLOW i .NF � - • 750 mm (30'}'450 mm (18') 175 mm (7') •THE MAIN LINE. .
��_�, AND COVER PER PER STD. PLAN 324 25 mm x 25 mm 3. L SHALL BE I.2 m (4'-0") UNLESS OTHERWISE SHOWN. L MAY BE IN- '06O I j . f ii:.. 4. CONNECTOR PIPES
STD. PLAN 630 I5•xI') CREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS BUT ANY f f. '0 st per. 900.men (36') 450 mm (18') 225 mm (9')
. ,s10 mm OMIT THIS STEP I •/ hD A. WHERE PIPES OF DIFFERENT DIAMETERS ARE JOINED WITH A
w tic ti" IN PAVED STREETS RING SEAT
.w . (24 ) ie. CHANGE IN LOCATION OF THE SPUR MUST BE APPROVED BY THE ENGINEER. t F``., L0 i0 mm (42•) 45q Harr t18') 225 mm t9•)
c4-1 .� r. MANHOLE �� �, W� (0� CONCRETE COLLAR. L AND T SHALL BE THOSE OF THE LARGER
co SHAFT 22s mm t9 `''"� ! 12Q0Im t48'h450 mr:1 tt8') 250 mm (10'I PIPE. D=D1 0R D2;- WHICHEVER IS GREATER.
2 PER STD. 400 mm qs•) FOR FLIt •+X610 Am .Y 1112 ...114
4. T SHALL BE 200 mm (8') FOR VALUES OF H UP TO AND INCLUDING 2.4 m <A - B. WHEN :D IS EQUAL TO OR LESS THAN D JOIN INVERTS AND
E
(8 0 ) AND 250 mm (10 ) FOR VALUES OF H OVER 2.4 m (8'-01. "• I,t�' +''°�(• WHEN DI IS GREATER THAN D2, JOIN SOFFITS.
W PLAN 324 PAVED STREETS, :� � � � •�' •�• - - -1425 mm ESTI 450 mm tl$') 250 m1n IIO'! � _ .... _ _W E 660 mm (2'-2•) . 125 nA 5 11 ..o v'n: _ 900 mm t3'-0•) G• - ..N :'•' 5. FOR PIPE LARGER `THAN 1$00 mm {72'} SPECIAL COLLAR DETAILS
o STREETS FOR UN- 1050 mm(3'-s') 1�l w 5. STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT ( •
��• �. 1500 mr� l601 525 mm t2E ! 275 mm tlt•!
'� �f�■� PAVED STREETS 14-:,- Pr +f ARE REQUIRED.
= �I ,, ,,, a CENTER LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF 15M 0 300 mm 1650 OM (66'! 525 mull (21') 275 mm Ill•)
(5') wz SHAFT AND REFER TO THE PROLONGED INVERT GRADE LINES. SEE NOTE 3. 6. • FOR PIPE SIZE NOT LISTED USE NEXT SIZE_LARGER.0
� ,,;,, �9 fli 125 mm x 50 mm (6•x2`) PIPE SEAT a W {x4 Q t2 )
ii.
800 mm (72") 600 mm (24')300 mm (12•! 7. REINFORCEMENT SHALL CONFORM TO ASTM A 615 M (A 615) GRADE
� a mm (3'-6' � ROUND EDGES I5 """-' �coN 6. REINFORCEMENT SHALL CONFORM TO ASTM A 615M, GRADE 300(ASTM A 615, 3-ISM (.4) CIRCULAR TIES��
OF INLETS I/2' 300(40).
.1 25 mm (5•) Mit ROUND EDGES GRADE 40), AND SHALL TERMINATE 40 mm (I I/2") CLEAR OF CONCRETE SUR-
x At� - FACES UNLESS OTHERWISE SHOWN. •
SEE NOTE 9
15 ,,m 8. WHERE REINFORCING IS REQUIRED. THE DIAMETER OF THE CIRCULAR
TIES SHALL BE D+(2-X- WALL THICKNESS) +.T.
tI/ . INLET ELEVATION 7. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE. = 150 mm 9. REINFORCING SHALL BE USED WHERE.THE PIPE DIAMETER IS
APPLIES AT THIS SECTION C-C .
POINT 8. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION 6") ti1N GREATER THAN. 525 mm. (211 AND ON ALL PIPES WHERE THE SPACES
EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY BETWEEN THE EXTREME OUTER ENDS IS 75 mm (3') OR LARGER.
SECTION A-A MAY BE PLACED AT SPRING LINE. F+r
AFS CIRCULAR TIES: PIPE DIAMETER N0. OF
STATION LINE 900 mm (3'-0") 9. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE CUT CIRCULAR TIES
200 mm (8') r��'iiA LEVEL SEAT BUT SHALL NOT BE LESS THAN 200 mm (8'). NO. 2 ` CUT NO, I •S ,4 525 mm_121') OR LESS 3
LINE 4� 4CF S 600 mm (24'} TO 750 mm 130") 3
rIrlairillijIll 10. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE N O I
825 mm (33') TO 1425 mm (57') 4
�` STEPS _ - - .._ ..
MI 450 mm OW) SHOWN, STEPS SHALL BE UNIFORMLY SPACED 350 mm (14") TO 375 mm (15") OC. - - o
Evil rag THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (24") ABOVE THE LEDGE 1500 mm (60') TO 1800 mm (72') 5
75 mm(311 AT TWE SIDE OF THE MANHOLE. CUTA90* - NO, 2 ' " •4 •' WHERE THE SPACE BETWEEN PIPE ENDS EXCEEDS 75 mm (3'). THE
i 4 Ati LINE o; NUMBER OF CIRCULAR TIES SHALL BE INCREASED TO MAINTAIN AN
''"''"``''" APPROXIMATE SPACING OF 150 mm (6') 0.C.
I00 mm (4') li
L+2T-200 mm (P') 100 mm (4•) . ••• �•
-'m 200 mm t8`). d 'a '�a 10. WHERE THE PIPE IS 525 mm (21') OR LESS IN DIAMETER AN INTERIOR
200 mm (8' ��_�`= 150 mrn CUT NO. 2 FORM OF UNSEALED SONO-TUBE OR EQUAL SHALL BE USED TO
• 6'} MIN PROVIDE A -SMOOTH": INTERIOR JOINT. THE PAPER FORM MAY BE
LEFT IN PLACE (SEE DETAIL A). WHEN THE PIPE IS 600 mm (24')
OPTIONAL BOTTOM GRADE NTEINTS� 3,14 (D0-D) • -OR LARGER A REMOVABLE INTERIOR.,FORM SHALL BE USED OR THE
SEINTERIOR JOINT SHALL BE COMPLETELY FILLED WITH MORTAR AND
SECTION B-B TABLE OF VALUES FOR M (SEE •NOTE I) II. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE: DETAIL NAM (SEEM INTERIOR SURFACE NEATLY POINTED.
OTE 10)
PAVED STREET UNPAVED STREET OF PIPE
SECTION II. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS
MAX. MIN. MAX. MIN' A. MAIN LINE = 825 mm (33') INSIDE DIAMETER OR LESS. (EXCEPTION - SOtd®-TUE3E. OR EQUAL. INTERIOR FORM ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED. ALL
A-A 867 mm (2'-10 1/26) 1060 rt n (3'-61
C-C 282 mm DM 217 mm (8 1/2.1 410 mm OW) 380 mm (Is•) IF THE MAIN LINE RCP DOWNSTREAM OF THE MANHOLE IS 900 mm (36") VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. EXCEPT
TO 1050 mm (42') INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS CUT. t�0, It SAW THE TUBE AT AN ANGLE OF A/2 WITH' THE TRANS- "B"
REINFORCING BAR SIZES. ENGLISH UNITS MAY BE SUBSTITUTED FOR
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER 825 mm (33") OR LESS.) STANDARD PLAN 320 OR STANDARD PLAN 322 IS •.VERSE PLANE. REVERSE ONE SECTION AND TAPE BOTH SECTIONS DETAIL B METRIC BAR -SIZES. S ENGLISH UNITS ARE USED. ALL VALUES USED
NOT APPLICABLE WHERE THE MAIN LINE CONDUIT IS LESS THAN 900 mm TOGETHER-.FORMING•THE DEFLECTION ANGLE A. I TYPICAL JOINT FOR FOR CONSTRUCTION SHALL BE ENGLISH UNITS.
PROMULGATED BY THE MANHOLE PIPE TO PIPE . ONE OR BOTH STANDARD PLAN „ E CUT NO 2: SAVI,THE.TUBS LONGITUDINALLY REMOVING A STRIP _
METR1c (36 3 IN DIAMETER. REINFORCED CONCRETE PIPE
PUBLIC WORKS STANDARDS INC., 321 - 1
LIC WORKS
STANDARDS
MITTEE r ry - . 3.14 10070 ) WIDE ON:-THE SIDE OPPOSITE THE OPEN JOINT.
MAIN LINE ID'S 825mm (33 ORS LER) BEND THE ENDS OF THE: CUT 'TOGETHER AND INSERT THE AMERICAN PUBLIC Winks ASSOCIATION-SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN
REV 1998 B. .SEE SECTION A - A. THE MAXIMUM SIZE LATERAL THAT MAY BE .
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 3 TUBE 1N THE PIPE. METRIC
CONNECTED TO THIS MANHOLE IS SUCH THAT THE DISTANCE FROM THE CONCRETE COLLAR FOR RCP 380 - 3
OUTSIDE (TOP) OF THE LATERAL TO THE BOTTOM OF THE 200 mm (81} •• �' �� " sHE(:T2oF2
THICK TOP OF THE MANHOLE CHAMBER, MEASURED VERTICALLY FROM 30 �'YY1Y1?. �2 THROUGH:•1800 I� m (721 }
THE END OF THE RCP, SHALL BE A MINMUM OF 150 mm (6'). - -
•
C. IF THE SIZE OF THE LATERAL IS SUCH THAT THE ABOVE-SPECIFIED AMERICAN PUBLIC WORKS ASSOCIATION ..SOUTHERN CALIFORNIA CHAPTER
MINIMUM DISTANCES CANNOT BE MAINTAINED, THEN ONE OF THE '
FOLLOWING ALTERNATE SOLUTIONS MUST BE USED. PROMULGATEDDYTHE Jam► STANDARD PLAN
PUSUC WORKS STANDARDS WO. �4�� CO FOR PrP METRIC
I. PROVIDE A SPECIAL STRUCTURE. MEENaGsroaC"ImiTTEE mnm (12") THROUGH 1 : 11 m (72") 380 - 3
• REV• `1�e • USE WITH STANDARD SPECIFICATIO.NS'FOR PUCLIC WORKS CONSTRUCTION SHEET 1 OF 2
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 '(361 WITHOUT REDUCER
328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC
329 PRESSURE MANHOLE SHAFT - 914 mm (36") WITHOUT REDUCER
630 610 mm- (24") MANHOLE FRAME AND COVER
633 914 mm (361 MANHOLE FRAME AND COVER
635 STEEL STEP S$/0/y ,
636 POLYPROPYLENE PLASTIC STEP .
O l. I
V
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN � ���-�• � 14/41is 4-
� � � . ��+ k , �� � � ., r.-r
METRIC .,* -f x` a lit," s . 36637
MANHOLE PIPE TO PIPE (ONE OR BOTH MAIN LINE - ' .41
\k * I
321 - 1 .�, �= '
ID'S 825mm (33") OR SMALLER) E ,�_..
SHEET s,sl��'4f � "':tdi r� 1 r �'�
PAP?,C,N T '' E:i�E Or I' fir; ' f I tN,N "I"-- BENCH MARK. BASIS OF BEARINGS. 7
f 9 !f f7P az_� q � F*
FII-,Pet tcorlycr rF.` T# "t+ 1,r,r e ' : NO. 615 In
Vii 1.-P 7 ` �!rh/ °`� � THE BEARING OF N00'16'44°W ALONG THE
Pr--76r°P.'('' `r ILT(A„,�'Err (1*,C) ivst• 4 .:t. �f CENTERLINE OF CITRUS AVE. AS SHOWN
I ��=` RAILROAD SPIKE AT INTERSECTION (p
�' ' `1 INE:,"""�_ :!Lfl 3 1a'° ?� . . a - ' t, I OF CITRUS'AVE. AND LOS CECROS ON MAP OF TR. 15908, FILED IN BOOK
• AVE., IN POWER POLE NO. 9011E 271, PAGES 34 THROUGH 39, INCLUSIVE, •
--- -.,•$ ,.-= - - ON THE EAST SIDE OF CITRUS AVE. OF MAPS, RECORDS OF SAN BERNARDINO 0
ELEVA 770N: 1467.59 COUNTY. Z
REV. REVISION DESCRIP770N DATE ENGR. CITY DATE 1-
Q NU ' IE�OSHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS Prepared Under The Supervision 01-: CITY OF FONTANA� CALIFORNIA rJ
QR�E�/OiV PREPARED /N THE OFF/CE OF Q
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF ��° �NO"As s F� MADOLE AND A SSOCIA TES, INC. S T O RI Vii D RA/l V /IPPR O !1E Ei�!T PL�4/US <
r �� F�Z DRAWN BY: SCALE
/WWMAAAAMMAWANAA , 9:1 ., APPROVAL SHOWN HEREON AND CARR/ED FORTH /N A w No. 62183 m 10601 CHURCH STREET , STE 107 TRACT NOS. 16541-1 & 16541-2 N
DJ AS SHOWN
/\ Exp: 9-30-05 RANCHO CUCAMONGA CA 91730 DESIGNED BY DATE ,-
DIAL TWO WORKING DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE * * PHONE (9091 948-1311
BEFORE IL DAYS BEFOREs Q A.P. I. ST' DARDS
YOU DIG Ci i� � CFB SEPT 2003 1
YOU DIG \ NW" REVISIONS TO THE PLANS TO BRING THEM INTO qrF p� CHECKED BY 'P-� D B 'TOLL FREE 1-800-227-2600 OFCA�� Date :�.•t2.•o� � •,.,/. �/ eie / ^-' DRAWING NaN0. � �
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CONFORMANCE WITH CONDITIONS AND STANDARDS /N EFFECT. RCE 62183 EXP. 9-30-05
RECORD Dl'1AW/AIG 111 //• • C/ ENGINEER R.C.E. 51152 DATE •
`3548 4
J:\826-1182\storm\sd04.dwg, 02/12/2004 09:22:35 AM, DJ
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