HomeMy WebLinkAbout3748-315M 0 300 rnrn (*4 0 12
Lol'Z (TYP,)-----�,
r -3-15M (04) CIRCULAR TIES.
SEE NOTE 9
150 mm
MIN
330-C-23 (560-C-3250) CONCRFTE
25 mm (I') (TYP.)
D
_T
— 300 mm Ila')
-600 mm (121
too mm (41)
450 mm (141
5QO rnm (12,)
125 rnm 0'1
600 mm 1249
300 mm 11,11
)so nw 16")
750 mm 13011)
450 mm (1911
175 mm (70)
900 mm (361
450 rnm 081
225 mm (04
�050 mm (491
45D rnm 118')
225 mm (99
1200 mm (4811
45() Mfft (10,)
250 mm (101)
1425 mm (574
450 mm 081�
wl�
250 mm 00")
1500 mm (60*)
525 mm (211
275 mm (It,)
M50 mm 166')
525 mm (2F)
275 mm (it")
TTO
4
100 mm (112')
B
L
ED C E'3 r �0 U E R 0 U N D E D
7 5 m rn f 31 R
V,
j
+A
3
0 Fl" SPUR i
_J 50 mm
T,
13
INTERIOR 5URFACE
OF PIPE
DETAIL "B*
T�_PICAL JOINT FOR
REINFORCED CONCRETE PIPE
EAL P F
_-F
ALL S I � JNF, �5M
0 WQ rnm (P4 0
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t
TA I I
D E "N" PLAN
AN0ccZv"rp
PLAN S , CE __ N " 0 T E� __ ------
E- G R FRAME CONCRIETF RINGS
AND COVER PER PER SID, PLAN 324
S
_JD. PLAN 630 OMIT' �"WS STEP
L(L
IN PAVED STRE,ETS Z
S HAF T 225
PER SFD 400 avr 06"� F'OR
E
�24 j
PAYED STPEETS,
%
Tm (3", 650
EL'I'S FOR UN T *,50 �N"
PAVED $TREETS-
125 min Y, 50 nair P�PE SEAT
T
Of' I Ni_ E 7 5 0
x T— ROUND EDGES
t N L E T E L E VA T N
S7'PEET
/--4Z5 mfn x 25 m
0,xrl
RING SEAT
=7
T
�,Aj
cr
W
SECTION C --C
7" 0 1 pi -f
.SECTMN
ST,vr 0 N J � TI III D
200 min (8'�,
rEPS
450 mm (18*)
--F
4 r __ ]--2100 rnrn (W)
OPTIONAt- BOTTOM --- FOINTS,
SEC NO FE, 5
S
,-E C I- t 0 N B El
REVISION DESCRIPTION
NOTES
f, A CONCRETE COLLAR 13 REQUIRED WHERE 'THE CHANGE fN GRADE
EXCEEDS 10 PERCENT.
2� FOR CURVE JOINTS (sEE oE,rAIL B, SHEET 1)
IF THE EXTREME ENDS OF THE PIPE LCAVE A CLEAR SPACE
THAT IS GREATER THAN 25 mm (I'), BUT 15 LESS THAN 75 mm((3"')
A CQNCRE�TE COVER IS REQUIRED IN ACCORDANCE WITH SUBSECTION
306--)2�4 OF THE SSPWC,
IF THE EXTREME EN05 OF THE PIPE LEAYE A CLEAR SPACE
150 rnm W), A CONCRETE COLLAR IS REQUIRED. IF THE CLEAR
THAI" IS EQUAL TO OR GREATER -rHAN 75 mm (311, BUT LESS THAN
SPACE IS 150 mm (61 OR GREATER. A TRANSITION STRUCTURE
REOU�RED,
-rE COLLAR SHALL NOT BE USED FOR A $IZE CHANCE ON
3,. CONCRE
THE MAIN LINE,
4� CONNECTOR PIPES
k WHERE PIPES OF DIFFERENT DIAMETER$ ARE JOINEO WITH A
CONCRETE COLLAR, L AND T SHALL Sk� THOSE OF, "rHE LARGER
PIPE, 0= -Di OR D?, WHICHEVER IS GREATER�
B. WHEN 01 13 EQUAL TO OR LE33 THAN C�, JOIN INVERT$ AND
WHEN Di fS GREATER THAN D?., JOIN SOFFIT$,
5. FOR PIPE LARGER 'THAN 1600 mm (72".) �SPECIAL COLLAR DETAILS
ARE REOUIRED,
6� FOR PIPF SIZE NOT LISTED USE NEXT SIZE LARGER,
7. REINFORCEMENT $HALL CONFORM TO ASTM, A 6�5 M (A �615) GRADE
300(40).
8� WHERE REINFORCING IS REQUIRED THE DIAMETER OF THE CIRCULAR
TIES SHALL BE D4 -(2X WALL THICKNESSO + T,
9� REINFORCING SHALL BE, USED WHERE 'THE PIPE DIAMETER IS
5 WHERE THE SPACES
GREATER THAN 525 mm (21") AND ON ALL PIPE'
OETWEFN 'rIjE EXTREME OUTER ENDS IS 75 rnm (3') OR LARGER,
CIRCLIL,AR TIES: PIPE DIAMETER NO� OF
CIRCULAR TIES
52:5 mm (211 OR LESS 3
7�50 mm (30') 3
825 mm (33") TO �425 mm (57 4
1500 mm (60') TO 1800 mm (72') 5
WHERE THE SPACE BETWEEN PIPE ENDS EXCEEDS 75 mm (3'L THE
NUMBER OF CIRCULAR TIES SHALL BE INCREASED TO MA�NTAIN AN
APPROXIMA,rE SPACING OF 150 mm (6') 0.0"
10,, WHERE 'THE PIPE IS 525 mm (21) OR LESS IN DIAMETER AN INTERIOR
FORM OF UNSEALED SONO-TUSE OR EQUAL $HALL BE USED TO
PROVIDE A SMOOTH INTERIOR JOINT. THE PAPER FORM MAY PIC'
LEFT IN PLACr_ (SEE DETAIL. A), WMEN THC' PIPE IS 600 imm (241
OR LARGER A REMOVABLE INTERIOR FORM $HALL BE USED OR THE
INTERIOR JOINT SHALL BE COMPLETELY FILL
,ED WITH MORTAR AND
NEATLY POiNTED.
R. 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
REINFORCINO BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR
METRIC BAR SIZES, IF ENGLISH UNIT5 ARE USED, ALL VALUES USED
FOR CONSTRUCTION $HALL BE ENGLISH UNITS.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
CONCRETE COLLAR FOR RCP
300 mm (12") THROUGH 1800 nim (72")
I LATF-R A�,/ CONN F -C TOR PIPE
-k MAIN LINE RCP
tB
450
0
CASE I
PLAN
265 KFC -14 Mpa
(45 0 - " 20001
CONC. FNCASF_mem'r,
SEE NOTE 5 ------
CASE 2
fSEE NOTES 9 a W)
REDDING OF
INLET PIPE
-00NC� PIPE, RCP OR OSP
MAIN LJNE RCP -1
265 TC -14 Mpo + SEE NOTE 6
BACKFILL WITH
(450- -2000)
rQNrRFrE QR
COMPACT SO�L To
REI-ATIVE DFN3'm,'T'y'
REOUIRED BY
SPECIFICATION,
UNDISTURBED EARTH.
5EPPING, PER
SPECIFtCATIONS
CASE I
S EC Tl ON E3 -B
FOR OUTLET SEF STI).
CATCH BASIN PLANS
�--CAT04 BASIN FLOOR
lim
CASE 3
SADDLE CONWECTION
BACKFILL
BEOWNG
00
CASE I
SECTION C -C
CLASS C MOR�TAR
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC PRMAQATETj UY T14E PIPE TO PIPE STANDARD PLAN
PlUDljCMRK39TANRAkRDS W,JUNCTION STRUCTURE 3 METMC
380-2 GRcrNr%w comW7cc IT
I ORA [ID:S600 mm (24 32-1
$HFF-T 2 OF 2 REVI IV's H I
USE WTH STANZ)ARP spicificATioN57-0A FUROD—GWORRS CONSTR5(ffl(�W S E�. ET OF 2
NOTE$
I , WHEN DEPTH M FROM STREET GRADE 'TO THE "TOP OF THE B4OX IS t -ESS
THAN 867 snrn (21-#0 1,12") FOR PAVED STREET5 OR 1060 mm FOR
-REETS. CONSTRUCT SHAFT PER SECTION C -C AND DETAIL *N",
UNPAVED Sl
DEP'm M MAY BE REDUCED TO AN ABSOLUTE LIMIT OF 150 mm (6*) WHEN
LARGER VALUES OF M WOULD REDUCC H IN SrCTION C --C, TO [060 mm
OR LESS�
Z H (IN SECTION A -A AND 8-8) SHALL NOT BE LESS THAN 1.2 m (4-0"),
BUT MAY BE INCREASED PROV�DED THAT THE VALUE OF M SHALL NOT
BE LESS THAN THE MINIMUM SPECIF�ED AND THAT "THE REDUCER SHALL
BE USED. FOR H ON SECT�ON C -C) SEE NOTE 1,
3 � L $HALL BE L2 m (4'-0") UNLESS OTHERWISE !SHOWN, L MAY BE IN—
(,REASED OR LOCATION OF MANHOLE SHIFTED TO MEET �PIPE ENDS. BUT ANY
CHANGE IN LOCA 4
TION OF THE SPUR MUST' BE APPROVED BY THE ENGINEER.
-OR VALUES OF H UP TO AND INCLUWNG 2.4 rn
4� T SHALL BE 200 frm (8') F
(8-0") AND 250 rnm (10') FOR VALUES OF H OVER 2��4 m (8'-0,),
5, STATIONS OF MANHOLES SHOWN ON PROJECT DRAWING$ APPL'f AT
SV40WN AT CENTER, LINE OF
CENTER LINE OF SHAFT, ELEVATIONS ARE
SHAFT ANO REFER TO THE PROLONGED INVERT GRADE LINES, SEE NOTE 3,
6, REINFORCEMENT SHALL CONFORM TO ASTM A 61510, GRADE' 300(ASTM A 615,
GRADE 40). AND $HALL, TERMINATE 40 mm 0 1/2R) CLEAR OF CONCRETE SLJR-
FACES UNLESS OTHERW�SE SHOWN,
7, FLOOR OF MANHOLE SHALL BE STEF.L TROWELED TO SPRING LINE.
8, BODY OF MANHOLE SHALL BE POURED IN ONE cowrINUOUS OPERATION
EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGIT=NAL KEYWAY
MAY BE PLACED AT SPRING LINE,
'CK $HALL VARY WHEN NECESSARY TO PROVIDE
9� THICKNE5S OF THE DE
A LEVEL SEAT BUT SHALL NOT BE LESS THAN 200 mm (8'),
10. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636, UNLESS OTHERW�SE
SHOWN, STEPS SHALL BE UNIFORMI.,.Y SPACED 350 mm 04') TO 375 rnm (151) QC,
THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (24') ABOVE THE LEDGE
AT THE SIDE OF THE MANHOLE,
DATE FNGRTCTl OATE
PREPARED FOR:
YOUNG HOMES
10370 TRADEMARK STREET
RANCHO CUCAMONGA,
CA 91730
(909) 291-7600
il. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE:
A, MAIN LINE = 825 mrn (35') INSIDE DfAMET'Efi OR UESS. (EXCEPTION
IF' THE MAIN LINE RCP DOWN$TREAM OF THE MANHOLE IS 900 mm 06')
TO 1050 mm f42') INSIDE DIAMETER AND THE MAIN LINE RCFl UPSTREAM 16
825 mm (53") OR LESS,) STANDARD PLAN 320 OR STANDARD PLAN 322 IS
NOT APPLICABLE WHERE TKE MAIN LINE CONDUIT tS LESS "rHAN 900 mm
f36*) IN DIAMETER,,
6� SEE SECTION A - A� THE MAXIMUM 51ZE LATERAL. THAT MAY BE:
CONNECTED TO THIS MANHOLE IS SUCH THAT TH�.: DISTANCE FROM THE
OUTSIDE (TOP) OF THE LATERAL TO THE BOTTOM OF THE 200 mm (69
THICK TOP OF THE MANHOLE CHAMBER, MEASURED VERTICALLY FROM
THE END OF THE RCP, SHALL BE A MINMUM OF 150 mm (6').
C� IF THE SIZE OF THE LATERAL IS SUCH 'THAT THE ABOVESPECIFIED
MINIMUM DISTANCES CANNOT BE MAINTAINED, THEN ONE OF THE
FOLLOWING ALTERNATE SOLUTIONS MUST SK USED�
1, PROVIDE A SPECIAL STRUCTURE.
TRUCTURES, CONSISTING OF THIS
2� PROVIDE TWO STANDARDS
MANHOLE PLACED UPSTREAM OR DOWNSTREAM FROM THE APPLICABLE
JUNCTION STRUCTURE OR TRANSITION STRUCTURE,
12. MANHOLE FRAME AND COVER $HALL CONFORM TO STANDARD PLAN 630
UNLESS OTHERWISE SHOWN,
13, MANHOLE SHAFT $HALL CONFORM TO STANDARD PLAN 324 UNLESS
OTHERWISE SHOWK
14, WHERE A MANHOLE SHAFT - 900 mm (36") W�TI.40UT REDUCER IS
SPECIFIED REFER 7-0 STANDARD PLAN 336.
15� WHERE A PRESSURE MANHOLE SHAFT' - WITH ECCENTRIC REDUCER iS
SPECIFIEO REFER 'ro STANDARD PLAN 328.
16, WHERE A PRESSURE MANHOLE SHAFT - 914 mm (364) wiTHOUT REDUCER
I$ SPF,01FIED REFER TO $TANDARD PLAN 329,
�7� DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE
NOT EXACT EQUAL. VALUES. IF METRIC VALUES ARE USED, ALL VALUES
USED FOR CONSTRUCTION SHALL K MF -TRIC VALUES, EZXCEPT REI FORCING
BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES,
IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CON$TRUCTION SHALL BE
ENGLISH UN�TS,
THE FOLLOWING 5TANDARD PLANS ARE INCORPCIRATED HEREiW
3P-4 MANHOLE: SHAFT WITH ECCENTRIC REDUCER
326 MANHOLE SHAFT 900 mm (3611) WITHou"r REDUCFR
328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC
320 PRC$$URC MANHOLE SHAFT -- 1�14 mm (36') WITHOUT REDUCER
630 610 mm (241) MANHOLE FRAME AND COVER
6�33 914 mm (36') MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
B.M. #361, SPIKE IN NORTH FACE OF P.P�
#1536697E AT SOUTH WEST CORNER OF
BASELINE AVENUE AND SULTANA AVENUE.
. . . . . . . . . .
GENERAL NOTE
DIMEN$IQN$ $HQWN ON THIS PLAN FOR METRIC AND ENGLASH UNITS
ARE NOT EXACT EOUAL VALUES. IF METRIC VALUES ARE USED, ALL
VALUES L35ED FOR CONSTRUCTION SHALL BE METRIC VALUES� IF
ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION
SHALL BE ENGLISH UNiTS�
NOTES
CASE I AND CA5F_ Z
1 � IF ANGLE A IS LESS 'THAN 450 OR IF D IS LARGER THAN 600 mm
(24'), THEN ANOTHFR STANDARD STRUCTURE SHALL. BE SPECiFIED�
Z� THE OUTSIDE DIAMETER OF THE INLET PIPE SHALL NOT EXCEED
-HAI-F THE INSIDE DIAMETER OF THE MAIN LINE.
ONE
3, THE INLE"r PIPE SHALL ENTER THE MAIN LINE RADIALLY. IF' 'THE
INLE:T PIPE CANNOT ENTER RADiALLY. THEN ANOTHER STANDARD
STRUCTURE $HALL BE SPECIFIED.
4. THE SIZE OF 'THE OPENING INTO THE MAIN LINE SHALL BE THE
OUTSIDE OIAMETER OF THE INLET PIPE PLUS 30 mm (1*) MINIMUM
TO 75 mm (30) MAXIMOM.
5. ALL CONNECTOR PIPES FOR CASE 2 $HALL BE ENCASED IN CONCRETE
IF LAID WITHIN THE MAIN LINE EXCAVATED TRENCH OR IF LAID ON
FILL WHICH HAS NOT DFEN OFNSIFIED.
6. BURN OR CH�P END OF CONNECTOR PIPE FLUSH WITH INNER SURFACE
OF MAIN LINE, ROUND EDGE OF CONCRI�:TE PIPE OR RCP.
7. ALL CSP AND FITTINGS SHALL BE GALVANIZED,
S. STATION SPECIFIED ON 'THE PROJECT DRAWINGS APPLIES AT THE
IWTERSEC"riON OF THE INSIDE WALL OF' MAIN LINE AND THE CENTER
LINE OF INI,-ET PIPE�
CA5E Z 5HALL NOT SE USED TO CONNECT TO THE FLOOR OF A
GRATING CATCH BASIN WHERE THE GRATE WILL BE SUBJECT TO
VEHICLE TRAFFIC,
10, FOR CASE 2, NOT MORE THAN 3.5 ni (12') OF INLET PIPE 5HALL BE
THE MAIN LINE EXCAVATED TRENCH.
LOCATED WITHIN
CASE 3
—
11, 00NNECTiONS TO PIPES 525 mm (21') OR LESS IN DIAMETER W�THOUT JUNCTION
STRUCTURES OR PRECAST Y BRANCHES SHALL BE MADE' WITH SADDLES�
12, THE ou-rsIDE DIAMETER OF THE INLET PIPE SHALL NOT EXCEED ONE-HALF
THE INSIDE DIAMETER OF THE MAIN LINE.
13 � TRIM OR CUT SADDLE TO FIT SNUGLY OVER THE ou'rsIDE OF rHE MAIN LINE
SO ITS AXIS WILL BE ON "THE LINE AND GRADE OF THE CONNECTOR PIPE.
14� THE OPENING INTO THE PIPE $HALL BE CUT AND TRIMMED TO Frr THE
SADDLE SO THAT NO PART WILL PROJECT WITHIN THE BORE OF THE
SADDLE PIPE.
15� THE CONNECTOR PIPE SHALL BE SUPPORTED AS SHOWN IN CASES I AND 2�
NOTES�
1 , THE CAST' IRON USED SHALL CONFORM WITH ASTM A-48 CLASS 35B.
2, THE FRAME AND COVER SHALL BE COATED WITH A$PHALTUM OR
BITUMINOUS PAINT AFTER TESTING AND INSPECTION.
3, COVERS SHALL BE CAST W�TH THE LETTER "D* FOR STORM DRAINS
AND "S* FOR SEWERS AND 'THE AGENCY IDENTIFICATION IN ACCORDANCE
WITH INSTRUCTIONS FURNISHED BY THE AGENCY, THE [-ETTER -D' OR
"S" SHALL BE APPROXIMATELY 65 mrn (2 112') HIGH WITH 13 mm (1/2R)
LINE WIDTH AND PLACED IN THE CFNTER OF THE COVER. ALL LETTERS
SHALL BE FLUSH WITH THE FINISHED SORFACE OF THE COVER,
4, FOUNDRY �DENTIFYiNG MARK, HEAT AND DATE SHALL BE CAST ON THE
BOTTOM OF THE COVER AND ON THE �NSIDE OF THE FRAME,
5 �MPORTED COVERS AND FRAMES SHALL HAVE THE COUNTRY OF ORIGIN
MARKING IN COMPLIANCE WITH FEDERAL REGULAT�ONS.
6, WEIGHT OF FRAME SHALL BE '73 lig 060 POUNDS) WEIGHT OF COVER
SHALL BE 91 kq (200 POUNDS), ACYLIAL WEIGHTS S14ALL BE WITHIN
A RANGE OF 95% TO 110%.
7. THE MANHOLE FRAME AND COVER SHALL BE INSPECTED BY THE ENGINEER
PRIOR TO SHIPMENT TO THE JOB SITE. ACCEPTANCE WILL BE INDICATED
BY THE AGENCY*S MARK,
8� 1"HE PROOF --LOAD FOR TEST METHOD B OF THE STANDARD SPECIFI--
CATIONS IS 25,100 k9 (55,300 POUNDS).
9� COVERS FOR MANHOLES LOCATED iN EASEMENTS, ALLEYS. PARKWAYS AND
ALL OTHER PLACES EXCEPT PAVED STREETS $HALL BE PROVIDED WITH
SOCKET SET SCREW LOCKING DEVICES, DRILL AND TAP TWO HOLES TO A
DEPTH OF 25 mrn W) AT 90 DEGREES TO PICK HOLEZ AND INSTALL 19 mm
x 19 mm (3/4" x 3/4") STAINLE3S STEEL SOCKET SET SCREWS WITH
10 rnm (3/811) RECESSED HEX HEAD. ALL. THREADS SHALL BE N.C�
10, 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, EXCEP-T-
REINFORCING BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR
METRIC BAR SIZES, IF ENGLIS14 UNITS ARE USED, ALL VALUES USED
FOR CONSTRUCTION SHALL BE ENGLISH UNIfs.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA C14A_P,_TE_R_ STANDARD PLAN
MUMC
610 mm (24") MANHOLE FRAME 210-2
AND COVER LOCKING TYPE SHEET 2 OF 2
E S S 0
DRAWN BY:
No. 43976 AE
m
Exp. 6/30/07 DESIGNED BY:
LT
C I V I' CHECKED BY,
CA
ml
MIA