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SECTION C -C
AMERICAN PUBLIC WORKS ASSOCIATION - SOUT14ERN CALIFORNIA CHAPTER
- STANDARDPLAN
PP,WULGA7E!� BY T, t' MANHOLE PIPE TO PIPE VEIRC
P�,il 04,
V,'�,,NOPKS STIISAP,'�'
GR-?,90C"K =&'MI -TEE 322-1
ISS2 (LARGE SIDE INLET)
F1�11; 1995 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC VVORKS CONS: R'_)CTION SHEET I OF 4
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I AIVIE RICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD pLh,N
METRIC
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REV. I REVISION DESCRIPTION
R,EC011?,0 D, ,,q Wl%� ;
I-— Z SHAFT
Et It- 125 Mtn YL 50 MM -
(5, X)
I PIPE SEAT
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01- ; Lt -I -,,,-D BARS[) BARS ,�, ,,I-1
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ROUND EDSES I , f I I p
TO '75 mm (3*) R I I 00 r I �r m ,1 ATION I-
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LONGITUDINAL SECTION
TABLE CP BARS SIZES
D;, (" R 6 A$ e L . 1) OR �
�� _0( i jrr L-�5_q 3') I i5m 0 I-_0 mm (-4 0 F"
��IRO mm (42,,-2100 min (84') 120M 0 75 mrn (-6 6-Z'-}l-l',ii-6---i��--r -m^,-(ii --(3-6--i-
!�� mm 4q')'1 -36')n rrrn 044"2�"
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PAVED I,TR�E:T I t�_PAVED �171��ET
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SECTI'-4MA',(, MA . X_ ..... ..... MIN,
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TASLE OF VALUES FOP r--7
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STANDARDPLAN '
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122 0,0 r;-�_I46.1
1275 mm 151')
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18,5 - (7 3/4*f 1
265frm "I
2;5 Inn ca ilL,; 2
230 mm (5')
142 t-rnm It --)
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1500 m.- i6Q*�
235 mm I9 c14`
---
I 240 wT._L9_jLZ:)_
- 1-575 Mrr_(fi3") 2!`_rnm Co",
- - . L LL
,UMMmioc,) 1��60 mm (14 1/44-
i7T5�-mrn'T69i-)i 2,5mmrO 3/4'i
'1800mm(72'1
I 280 mm (w)
19503/4")
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320 "I.., 4_f_I/2-)
2250 . 490-1
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3:!�i_,��(13_174_;'_
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-
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2700 ,m 00�_;5_
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TABI-E OP VALUES FOR T
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4SO •mm I! P'! I 115 _M�(4 1/2'7f__
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600 mm (21 _ �?3�5� MM (5 1/4')
_
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675 � (2 __ 7 Pto mm (5 1/2*1
- ______±_
759 nun (--,C.,) . 15 0-1- mm- 0; * I
625 rrwr. 2z'! 160 MM I b 1/4')
__ _____ ___
__.$Qo mm !1651 16'L Mm (6 !/2*)
- - --I-- L- mc - _�_
�j75 m. (2�9' -, m- 7
IJKCF_mm —(42') -11_4,-, mrn (7 /2-) -
I c 25 - rn,q 445') 19', mm itt 3/4'1
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1?7'5 mr, tmo!') L:4�5 mr,j8 112-11
i-� -_ __ _..
,50_!rir (54*) j2,.0 mm (9*li -
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- -;II �57') 1 235 - MM (9 I/ 41
100� mm (60") 290 mt,,� 14 -1;72i�i-
-
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-1 , �1 25S mm00-
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fit -MM-05 §7�f_ cis mm _t L'iy_�� /__
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1800 mm, (72'1 280 M, OV)
' -
C9!50 �m C7 "i I_ 0 O � ( ' I) -,/4-)
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2!00 M., (8-4,) mm ii2 I "2 )-.
-
22,53 - (90*) 335 rnm (I �_,i4`
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1_-,_4_07D MM --ISE.." -_ Si mm w4 - 1Ij
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2700 - CCR') 4CIS - (t -,
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-
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I AFAEPICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD. Iry
M,- T ' R :I'
I MANHOLE PIPE TO PIPE (LARGE SIDE INLET) 3
1
1 22-1
i SHEET 2 CF 4
-
N C 'I- S:
3. S--r-WREE UPIVE-Fl- GALVAN,17EC CAP TO POST V,,"T-4 6 Mm 1`/A_) P--UN2,-
HL-AD RIVET.
2- � D- N ,r, _A?�I!C V41,DT'ri AND NOVIN*A'. FEN'E' HWDGHT. H, = 'I.' IT,
H L - I 1. �_ t-_ -1 -
(5'j LJN_ESS OTHERV,`,S_E NOTED,
3. ENVi'TH' Ti''TC�" RAI- IS SPECFIEDDEI-ETE STTENS'ON WlR.,
AT
TC -P, AND PIPE RAILS AT INTERVEDATE, Si_OPE, END AND CORNER PiSTS.
'XTFNC TENSION ROD TO TOP RA1.
4. Ui`R?7D WRQ SHALi_ BE USED ONLY WHEN SPECT 1_71),
1, POST S�:�ACINC IS V,AX1Af,:k! 3,O r- (10',`.
OPENINCIS C-REATER `73 -AN' 75 r-lr-� (,3") V'7H -A--_�R�-_. FOr
,0L_GS LESS T"AN 450 rnm (18"), -:I- ;7A9;',`C T-1 PCSTS
7. USE ON, POS7 FOR C099INED !SLO=--- AN') CORN7_P POS- IF TOP 0:,
CHAt - � , - I- �_- AL.I L
C -4NE' V,'Al L IS CONSTR'"T-D AS S'--!OVVN FOR "A' TERNAT".
P "' L BANDS AT TFNSICN BARS SHAILL BF 3 mrn X 2`5 r -i --I (1/8" x I
. ;,_F - � :
N!MUM, S�DACED
V AT k,xAXIK_IJM 4�)C mrr, �
I- , (1, 6"),
9, CIVENSIONS SHOWN ON TH!S PIL.AN FOR METRiC AND ENG�_ISH UN!TS AIRF
NEXACTU" EQUAL VALUE'S. it METRIC UMTS ARE USED, ALL V?,'_UES
I.-,
5
E-� FOR CONSTRUCTION SHALL BE METRI- VALLES. -D I L I
U. SE l%, IF %G
JN, TS ARE USE -D, ALL VALUES USED FCi-'? CCNSTRUCTON SHALL
�
EN^USH VALUES, HOWEVER, ASTM 615 R - IN -1 VAY PC
S.jO S7;7
- - ' ASTM C -115V STEEL_
_
:.:�STITUTEC FOR
[ ---- -
11
, AIVERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
I
STANDARDPLAN '
ME`TR11-
I
6bb - 1 �
I
I
1
� CHAIN LINK FENCE AND GATES
-
SH F �E 3 OF 3
DATE I ENGR. I CITY I DATE
-NOT ES
1. VALUES FOR A. B. C. DI . D2, ELEVATION R AND ELEVATION S ARE
SHOWN ON THE PROJECT DRAWINGS. ELEVATION S APPLIES AT INSIDE
WALL OF STRUCTURE.
2. WHEN DEPTH M FROM, STREET GRADE TO THE TOP OF THE BOX IS LESS
'
THAN 867 rnrn (2t-10 112') FOR PAVED STREETS OR 1060 mm (3'-6') FOR
UNPAVED STREETS. CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND
DETAIL 'N'. SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED
PER SECTION C -C. WHEN DIAMETER DI IS 1200 rrim (48') OR LESS, CENTER
OF SHAFT MAY BE LOCATED PER NOTE 3.
7. CENTER OF MANHOLE :SHAFT SHALL BE LOCATED OVER CENTER LINE: OF
STORM DRAIN WHEN DIAMETER Dt IS 1200 rnm(48') OR LESS. IN WHICH
CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45' WITH
CENTER LINE.
4. LENGTH OF MANHOLE MAY BE INCREASED AT OPTION TO MEET PIPE ENDS,
BUT ANY CHANGE IN LOCATION OF SPUR MUST BE: APPROVED BY THE
ENGINEER.
5. P SHALL BE 125 mrr. (5') FOR D2=2400 rnm. (96", OR LESS AND 200 rn,rn (8*)
FOR D2 OVER 2400 mm (96').
6. REINFORCEMENT SHALL CONFORM., TO ASTM A 6154, GRADE 3CO(ASTM A 615.
GRADE 40), AND SHALL TERMINATE 40 mm (I 1/21 CLEAR OF CONCRETE SUR-
FACES OTHERWISE SHOWN,
7. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE,
8. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION
EXCEEPT THAT A CONSTRUCTION JOINT WITH. A LONGITUDINAL KEYWIAY
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 THE TABULAR VALUES OF
F SHOWN ON TABLE. SH. L
10. IF LATERALS ENTER ON BOTH SIDES OF MANHOLE. SHAFT
SHALL BE
LOCATED ON SIDEE RECEIVING THE SMALLER LATERAL.
IL STEPS SHALL CONFORM TO STANDARD PLAN 63.OR 6336, UNLESS OTHERWISE
SHOWN, STEPS SHALL BE UNIFORM,LY SPACED 1-50 mrn (14') TO 375 rr,rn (15*1 OC.
THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (2,q*) ABOVE THE INVERT
12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE-,
A- THIS STANDARD PLAN 13 USED WHEN STANDARD PLAN 320 15 INADE-
QUATE_ MAIN LINE = 900 rnm (36*) INSIDE DIAMETER OR LARGER.
B. LATERAL = 300 mm (12') TO 3600 rrm (144") INSIDE DIAMETER-. HOWCZVEP,
THE INSIDE DIAMETER SHALL NOT EXCEED THE INSIDE DIANIZ-TER OF
THE MAIN LINE.
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CIRCULAR PIPE CULVERT KADWALLS
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SHOULD CONSTRUCTION OF REQUMED
E-WROVEMIM AOT COIF CE VWTHIN PREPARED FOR.
TWO YEARS OF THE DATE OF APPROVAL TEs Strathain Grc=p
SHOZIN HEMON AND CARENED FORTH IN A
DILIGENT MAN`%'TK TIME Crry JENGE'MM MAY 2201 Dupont Drive, Suite 300
EEQUIRE REVISIONS TO THE PLANS TO Irvine, CA 92612
BRIMS TEM EM CONFORMANCE WITH (949) 833-1554 ext.226
CONDITIONS A10 STANDARDS IN EFFECT (949) 833-7853
BENOMAM
B.M. #361, SPIKE IN NORTH FACE OF
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P.P. #1536697E @ S.W. CORNER OF
BASELINE AVENUE AND SULTANA AVENUE
ELEVATION: 1365.01
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13. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630
UNLESS OTHERWISE SHOWN,
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14, MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS
OT � HERWISE SHOWN,
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15. WHERE A MANHCLt SHAFT - 900 mm (361 WITHOUT REDUCER IS
SP i ECIFIED REFER TO STANDARD PLAN 326.
16. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS
SPECIFIED REFER TO STANDARD PLAN 328,
17. WHIERE A PRESSURE MANHOLE SHAFT - 914 mm (36') WITHOUT IS
SPECIFIED REFER TO STANDARD PLAN 329.
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I 8. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE
NOT EXACT EOUAL 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.
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THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN:
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324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER
326 MANHOLE SHAFT - 900 mm IBIS') WITHOUT REDUCER
328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC
329 PRESSURE MANHOLE SHAFT - 914 mm (36') WITHOUT
�REDUCER
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630 610 mm (24*) MANHOLE FRAME AND COVER
633 914 mm (36') MANHOLE FRAME AND COVER
6'35 STEELSTEP
636 POLYPROPYLENE PLASTIC STEEP
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STANDARD PLAN
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RECORD DOCUMENT
These Record Documents have been prepared
based on information provided by others. The
Design Professional has not verified the accuracy
and/or completeness of this information and shall
errors
\ h be ' rated herein as a result
, . L17_not responsible for any _-..._._ b-fl=n�g__
DATE
STATE C' CAI,Tn;-t,vA
0LPAR_,VFNT Of 1PANSPORTAT12',
PIPE HEADWALLS
f`110 SCAI
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� I 11-11 LLARD ENGINEERING.. X0 S. H', ,/
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Civil Engineering - Land Surveying - Land Planning
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i 8253 Sierra Avenue
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0 I i Fontana, California 92335
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(909) 356-1815 Fax (909) 356-1795
��,- _ - 1 I -5- 04 -
David S. Hammer, R.C.E. 43976 : Date
(expires 6/30/2005) :
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Ld No. 43976 M
01- Exp. 6/30/05 �
110
CIVIL
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t"17111y IF'60 FONTANA, d"'A
CITY WE' tonLIFORNIA
STORIMADRAIN PUAP4,
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DRAWN BY: SCALE.
AE TRACT NO. 162711 APTH AS NOTED
DESIGNED BY. _
" �`? TAU DATE.-
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AE (� x ` ;!/ 1-7 DECEMBER, 2003
CHECKED BY. 11 APP D B . DRAWING NO.: I S/
CITY .-.-,.,1 R.C.E. 51152 1
Filename: M:\DWG\12908\STORM\16271-1\16271-1-SDO3.DVi'G
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RECORD DOCUMENT
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based on information provided by others. The
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and/or completeness of this information and shall
errors
\ h be ' rated herein as a result
, . L17_not responsible for any _-..._._ b-fl=n�g__
DATE
STATE C' CAI,Tn;-t,vA
0LPAR_,VFNT Of 1PANSPORTAT12',
PIPE HEADWALLS
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� I 11-11 LLARD ENGINEERING.. X0 S. H', ,/
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Civil Engineering - Land Surveying - Land Planning
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i 8253 Sierra Avenue
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0 I i Fontana, California 92335
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(909) 356-1815 Fax (909) 356-1795
��,- _ - 1 I -5- 04 -
David S. Hammer, R.C.E. 43976 : Date
(expires 6/30/2005) :
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01- Exp. 6/30/05 �
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CIVIL
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CITY WE' tonLIFORNIA
STORIMADRAIN PUAP4,
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DRAWN BY: SCALE.
AE TRACT NO. 162711 APTH AS NOTED
DESIGNED BY. _
" �`? TAU DATE.-
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AE (� x ` ;!/ 1-7 DECEMBER, 2003
CHECKED BY. 11 APP D B . DRAWING NO.: I S/
CITY .-.-,.,1 R.C.E. 51152 1
Filename: M:\DWG\12908\STORM\16271-1\16271-1-SDO3.DVi'G
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