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k*- �LI
t_/2 (TYP) I
R
,XST PIPE
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f13'm 0 300 rr,
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SE NO 9
CU T
N,0� 2 CUT NC� I
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NO, 2
s u
4 V50 ml MM
oo,� MIN CUT N(
DETAIL "'A" (SEE NOTE -20
SoNo-TUSE., OR EQUAL, INTIERtOR FORM
CUT NO� I SAM THE TLIBE AT AN, ANG(,.,F OF A/2 VWTH � HF
T__
TRANSVFRSE PLANE. REVtRSE ONE SECTION AND TAPE 80'Fri
SECTIONS TOGETHER FORWNG THE OF_Fit.ECTICN', ANGLE A.
NO_ 2, SAW THE TUSE LON10TU"00,4ALLY REMOWN0 A SVIP
3,14 (00-[-� ) WDE ON THE SIDE OPPOSITE THE OPEN JOINT.
$ENO THE END* OF' THE CUT TOGETH0 ANO INSERT THE
", C IN THE rlPt,
330—C-23 (560—C-3250) CONCRETE
25 rnm (1") (Typ)
jC VMKS STAOMAROS WC,
meohmoog cmu-wz
11"2
ltcv� 1,0015, 1007, lj�vp
k LATE, RAL/CO3NNC,CT0R PIPE
CL MAW LINE RCP
AT,
BEDDING OF
INLET PIPE
BACKFILL WITH
45, 265 -c -t4
CASE 1
PLAN
CASE 2
�,scl NOTES 0_�� �l
FOR CUT ET SIEE STO
CATCH BASIN,: PLANS:
r -CATCH BASIN' FLOOq
Al A MVr� �
I u Z�,�t
)Ns
Em
Kv. 14W6
COW PIPE,
R0 OR CSP
� I �. 111.1�%
or piplF
DETAIL "'B,"
TYP"CAL JOINT FOR
RONFORCED CONCR�TE PIRE
PIPE, OR C�S_p
K01AIN' UNE RCP --1,
4— SEE NOTE 0
I
CASE I
SECTION B-6
C A S") E I
S,E(_'_`M0N C—C
CASE 3
SADDLE:� CC)NNECTION
SECTION
)PTAR
NOTES
1- A CONCRETE COLLAR IS REQUIRED WHERE THE CHANGE IN GRADE
EXCEEDS 107o.
2, FOR CURVE JOINT$ (SEE DETAIL B, SHEET �1)
IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE
THAT IS GREATER THAN 2 mm (1") BUT IS LESS THAN 75 mm (3"�
A CONCRETE COVER IS REOUIRED IN ACCORDANCE 'WITH
S SP WC 306 –1,2,4,
IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR $PAr,,',
THAT tS EQUAL TO OR GREATER THAN 75 mm (3") UT LESS THAN
150 mm (6'�) 'A CONCRIETE COLLAR IS REOUIRr'b" -1.172WE CLEAR
SPACE IS 156 mm (6") OR GREATER, A TRANSITION STRUCTURE
IS REQUIRED.
3, CONCRETE COLLAR SHALL NOT BEE USED FOR A SIZE CHANGE ON
THE MAIN LINE.
4, CONNECT(DIR PIPES
A. WHERE PIPES OF DIFFERENT DIAMETER$ ARE JOliNED WITH A
CONCRPTE 'COLLAR, L AND T SHALL BE THOSE OF 'THE LARGER
PIPE, D=0i OR 0:2, WWCH�EVER IS: GREATER.
8� WHEN Di IS EQUAL TO OR LESS 'THAN 02, J"OIN INVERTS AND
0iEN Di IS GREATER THAN D2, JOIN S(:)FF[TS.
5, FOR PIPE LARGER THAN 1800 mm (72") SPECIAL COLLAR DETAk-S
ARE REQUIRED.
6� FOR PtPE ISIZE NOT LISTED USE- NEXT SI,ZE LARGER.
7, REINFORCEMENT SHALL CONFORM TO ASTM A 615 M (A 615" GRADE
300 (40),
8. WHERE REINFORCING IS REQUIRED THE DIAMETER OF THE CIRCULAR
TIES SHALL BE D+(2X WALL THICKNESS) + T�
9� REINFORCING SHALL BE USED WHrRE THE PIPE DIAMETER IS
GREATER THAN 525 mm (21**), AND, ON ALL PiPES WHERE rHE SPACES
BETWEEN THE EXTREME OUTER ENDS IS 7 5 mm (S') OR LARGER.
CIRCULAR TIES- lDr N Q. Or
WiHERE THE SPACE BETWEEN PIPE ENDS EXCEEDS
NUMBER OF CIRCULAR 1"IES SHALL BRE INCREASED
APPPDXIMATE SPALAWi 01- 150 mrn (6") O.C.
lo�
75 nnrn (Y), THE
TO MAINTAN AN
N
_NDJF-�i
1. IF ANGLE, A IS LESS THAN 45P OR IF D IiS LARGER THAN 600 mm
(24"'), TIEN ANOTHER STANDARD STRUCTURE SHALL BE SPECIFIED�
2, THE OUTSIDE DtAMETER Or THE tNLET PIPE SHALL NOT EXCEED
ONE–HALF THE INSIDE DIAMETER OF THE MAIN LINE.
3�, THE JN,L]ET PIPE SHALL ENTER THE MAIN UN ADIALLY. IF THE
INLET PI.PE CANN-OT ENTER RADIALLY, THEN ANOTHER STANDARD
STRUCTURE SHALL BE SPECIFIED�
E' OF ,, OPEN J G
4. TK, THE IN, INTO THE MAIN, U�N,E $HALL BE T4tE
I E SIZ,
OUTSfDE DIAMIETER OF THE NLET PIPE PLUS 30 mm (I") MINIMUM
To 75 mm (3") MAXIMUM,
5. ALL CONIMCTOR PIPES FOR, CASE 2 SHALL BE ENCASED IN CONCRETE
IF LAID WITHIN THE MAIN UNE EXCAVA7_D TRENCH OR- IF LAID ON
FILL WHICH HAS NOT SEEN DENSWfED�
6, BURN OR CHIP END OF CONNECTOR PIPE FLUSH WtTH INNER SURFACE
OF MAIN LINE. ROUND EDGE OF CONCRETE PIPE OR RCP.
7. ALL CSP AND FITTINGS SHALL BE GALVANIZED,
8. STATION SPECIFIED ON THE PLANS APPLIES AT THE tNTERSECTION
OF THE INSIDE WALL OF MAIN LINE, AND i�E CENTERLINE Of
INLET PIPE.
9 � CASSE, 2 SHALL NOT BE USED TO CONNECT T -0 THE FLOOR OF A
G 'R ,, tL Bt SUBJECT To
T, ,ATlNG CATCH OAS[N WHERE THE ORATE U
WHtCLE TRAFFIC�
I 0� FOR CASE 2, NOT MORE THAN 3.5 m (12') OF INLET PIPE SHALL BE-
LOCATO wITHiN THE MAIN Lf;NE EXCAVATED TRENCH�
9AS"
11. CONNECTIONS TO PtPES 525 mm' (21") OR LESS IN DfAMETEF w THOUT JUNCTION
STRUCTORFS OR PRECAST Y BRANCHES SHALt_ BE MADE, WATH SADDLES.
12, THE OUTSI!' DE DIAMETER OF THE INLET PIPE SHALL, NOT EXCEED O'Ne–HALF
THE INSIDE DIAMETER OF THE MAIN LINC.
13.TRIM, OR OUT SADDLE TO; FtT SNUGLY OVER THE OUTSIDE OF THE MAIN LINE
SO ITS AXIS "i, LL BE ON THE LINE AND GRADE OF THE CONNECTOR PIPE.
14� THE OPENING INTO THE PIPE SHALL BE CUT AND TRIMMED TO FIT THE
SADDLE SO THAT NO PART WILL PROjECT WITHIN THE BORE Oi�*� THE
SADDLE PIPE.
1:5. THE CONNECTOR PIPE SHALL Be SUPPORTED AS SHOWN tN CASES 1 AND 2.
Mill
SPUR
REINFORCINC� STEEL
An, , 1- tkll�
t ROUND,;
ED 0 ES
.S'ECTION Z—Z
Is")
0 150 mm
F eARS #1�610 (g)
0 75
CONCRETE CRAOLE,
265-C-14 (450-C-2000),
SEE, NOTL 9
SECTION M—M
SARS
9 ARS
NOTES
1 T�HIS Jur,4cTi0N STRUCTURE SHALL BE USED WHEN THE OUTSIDE' DIAMETER
OF THE LATERAL IS GREATER THAN 1/2 1�*HE INSIDE DIAMETER D OF THE
MAIN LINE; OR WHEN THE INSIDE DIAMETER B OF THE LATERAL IS GREATER
THAN 600 mrri �24")., 0 SHALL NOT EXCEED 0-75 0 OR. :975 mrn (39").
IF THE MAIN LINE "i -S A R.E-INFORCED MONOLI-%:-H.-l'IC ARCH'- STORM [_-�RAIN,
D SHALL REFER `TO THE CLEAR SPAN OF THE' ARCH, REINFORCING STEEL
StriALL BE CUT AND SENT INTO TI4E JUNCTION STRUCTURE IN THE SAME
MANNER AS FOR A PIPE, A CONCRETE CRADLE IS NOT REQUIRED FOR A
REINFORCED MONOLITHIC ARCH.
3. STATIONS SHOWN ON THE P�� ANS FOR LATERALS APPLY AT THE
IN7ERSIECTION OF CENTERLINES OF MMAIN LINE AN"i'D LATMERAL. STA7IONS
SH,O�W.N,, ON THE PLANS FOR CATCH, BASIN CONNECTOR PIPES
AP LY T TH - I
THE CONNECTOR PIPE CENTERLINE.
4. VALU
ELEVATNON R AND ELEVATION S SHALL BE SHOWN ONLY WHEN REQU`IREID PER
N 0 TE '5; �
5� FLEVATIONS R AND S NEED NOT E SHOWN ON. THE PLANS
IF THE INLET PIPE IS TO ENTER THE MAIN LINE RAD;"ALLY.
b, ELE'VATION R SHALL BE SHOWN ON THE PLANS ONLY IF A
�Tl
STUB IS TO SE PROV,,"ll, I N -ON
MAIN LINE FOR FUTURE CONNIE,
OF AN INLET PfE.
ELEVATION S SMALL BE SHOWN ON THE PLANS IF AN fNLET
PIPE IS TO ENTER THE MAIN LINE OTHEE',R THAN RADIALLY. INLET PIPE
SHALL BE LAID ON A STRAIGHT GRIADE FROM ELEVATION IS TO THE
CATCH BASIN 'OR GRADE BREAK IN LINE.
6, THE INI-F-7 PIPE SHALL ENTER THE MAIN LINE RAIDIIALLY U"NLESS CITHIERWISE
INDICATED. THE IINILIET PIPE M -,AY ENTER THE MAIN LINE OTHER THAN
RADIALLY IF ANCLE A IS GREATER THAN 45% B IS LESS THAN' OR EQUAL TO
600 MM f,24'*) AND THE OUTSIDE DIAM�ETER' OF THE IINLET PIPE. Is LESS THAN
0.5 D- OTHERWISE, SPPWC 340 SHALL BE USED,
7, NO MORE THAN ONE OPENING SHALL "BE MADE IN ANY ONE SECTION OF P`��'PE.
8- THE 'OPENING FOR THE BREAKOUT SHALL BE RECTANGULAR AND CUT NORMAL
TO TfIE PfP`E SURFACE WITHOUT DAMAGING THE REINFORCING STEEL. THE
TRANSVERSE REINFORCEMENT OF THE MAIN LINE SHAILL BE CUT AT 'THE
CENTER OF THE OPENING AND BENT INTO THE TOP AND BOTTOM SLABS: OF'
THE SPUR,
9, THF MAIN LINE SHALL BE REINFORCED WITH A CONCRETE CRAIDLE AND
ENCASEMENT (AS- APPLICABLE). A CONCRETE ENCASEMENT IS REQUIRED IF A,
JOINT IN THE MAIN UNE FALLS WITHIN THE LIMITS OF THE CRADLE. TH-i"t
CONCRETE ENCASEMENT SHALL F_XTEND 300 mrn (12") ABOVE THE TOP OIF THE
MAf,-"-.\I LINE AND TO THE LIMITS OF THE CRADLE,
IF CONNECTiNO3' TO AN EXIST,�NG STORM DRAIN, PORTION OF CRADLE
OPPOSf,,TE INLET MAY BE OMIT7 D.
�E
10. RE�NFORCING STEEL 'SHALL CONFORM TO ASTV, A 615K GRADE 300, (ASTM A 615,
CRADE 40), AND BE PLACED 40 mm (1 1/2") CLEAR, FROM CONCRETE SURFACES,
UNLESS OTHERWISE SHOWN F SARS, SHALL BE CARRFD TO A POINT NOT LESS
THAN, J DISTANCE FROM CEINTFR UNE WITH J=70/12 + 150 mm (6").
ll� FLOOR OF THE SPUR $HALL BE STEEL– TROWELED TO THE SPRING LINE OF
THE SPUR,
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
M-01
a
h\103-118\Storm\sd03,.dwg, 10/17/2006 8:3,242 AM, 1:1, a"
CIRCULAR TIES
mm OR LESS
600 fr M 0 750 mm
Oo")__
$25 mm, TO 141-25 MM
�517")� 4
1500 rnm (60")
(72") 5�
WiHERE THE SPACE BETWEEN PIPE ENDS EXCEEDS
NUMBER OF CIRCULAR 1"IES SHALL BRE INCREASED
APPPDXIMATE SPALAWi 01- 150 mrn (6") O.C.
lo�
75 nnrn (Y), THE
TO MAINTAN AN
N
_NDJF-�i
1. IF ANGLE, A IS LESS THAN 45P OR IF D IiS LARGER THAN 600 mm
(24"'), TIEN ANOTHER STANDARD STRUCTURE SHALL BE SPECIFIED�
2, THE OUTSIDE DtAMETER Or THE tNLET PIPE SHALL NOT EXCEED
ONE–HALF THE INSIDE DIAMETER OF THE MAIN LINE.
3�, THE JN,L]ET PIPE SHALL ENTER THE MAIN UN ADIALLY. IF THE
INLET PI.PE CANN-OT ENTER RADIALLY, THEN ANOTHER STANDARD
STRUCTURE SHALL BE SPECIFIED�
E' OF ,, OPEN J G
4. TK, THE IN, INTO THE MAIN, U�N,E $HALL BE T4tE
I E SIZ,
OUTSfDE DIAMIETER OF THE NLET PIPE PLUS 30 mm (I") MINIMUM
To 75 mm (3") MAXIMUM,
5. ALL CONIMCTOR PIPES FOR, CASE 2 SHALL BE ENCASED IN CONCRETE
IF LAID WITHIN THE MAIN UNE EXCAVA7_D TRENCH OR- IF LAID ON
FILL WHICH HAS NOT SEEN DENSWfED�
6, BURN OR CHIP END OF CONNECTOR PIPE FLUSH WtTH INNER SURFACE
OF MAIN LINE. ROUND EDGE OF CONCRETE PIPE OR RCP.
7. ALL CSP AND FITTINGS SHALL BE GALVANIZED,
8. STATION SPECIFIED ON THE PLANS APPLIES AT THE tNTERSECTION
OF THE INSIDE WALL OF MAIN LINE, AND i�E CENTERLINE Of
INLET PIPE.
9 � CASSE, 2 SHALL NOT BE USED TO CONNECT T -0 THE FLOOR OF A
G 'R ,, tL Bt SUBJECT To
T, ,ATlNG CATCH OAS[N WHERE THE ORATE U
WHtCLE TRAFFIC�
I 0� FOR CASE 2, NOT MORE THAN 3.5 m (12') OF INLET PIPE SHALL BE-
LOCATO wITHiN THE MAIN Lf;NE EXCAVATED TRENCH�
9AS"
11. CONNECTIONS TO PtPES 525 mm' (21") OR LESS IN DfAMETEF w THOUT JUNCTION
STRUCTORFS OR PRECAST Y BRANCHES SHALt_ BE MADE, WATH SADDLES.
12, THE OUTSI!' DE DIAMETER OF THE INLET PIPE SHALL, NOT EXCEED O'Ne–HALF
THE INSIDE DIAMETER OF THE MAIN LINC.
13.TRIM, OR OUT SADDLE TO; FtT SNUGLY OVER THE OUTSIDE OF THE MAIN LINE
SO ITS AXIS "i, LL BE ON THE LINE AND GRADE OF THE CONNECTOR PIPE.
14� THE OPENING INTO THE PIPE SHALL BE CUT AND TRIMMED TO FIT THE
SADDLE SO THAT NO PART WILL PROjECT WITHIN THE BORE Oi�*� THE
SADDLE PIPE.
1:5. THE CONNECTOR PIPE SHALL Be SUPPORTED AS SHOWN tN CASES 1 AND 2.
Mill
SPUR
REINFORCINC� STEEL
An, , 1- tkll�
t ROUND,;
ED 0 ES
.S'ECTION Z—Z
Is")
0 150 mm
F eARS #1�610 (g)
0 75
CONCRETE CRAOLE,
265-C-14 (450-C-2000),
SEE, NOTL 9
SECTION M—M
SARS
9 ARS
NOTES
1 T�HIS Jur,4cTi0N STRUCTURE SHALL BE USED WHEN THE OUTSIDE' DIAMETER
OF THE LATERAL IS GREATER THAN 1/2 1�*HE INSIDE DIAMETER D OF THE
MAIN LINE; OR WHEN THE INSIDE DIAMETER B OF THE LATERAL IS GREATER
THAN 600 mrri �24")., 0 SHALL NOT EXCEED 0-75 0 OR. :975 mrn (39").
IF THE MAIN LINE "i -S A R.E-INFORCED MONOLI-%:-H.-l'IC ARCH'- STORM [_-�RAIN,
D SHALL REFER `TO THE CLEAR SPAN OF THE' ARCH, REINFORCING STEEL
StriALL BE CUT AND SENT INTO TI4E JUNCTION STRUCTURE IN THE SAME
MANNER AS FOR A PIPE, A CONCRETE CRADLE IS NOT REQUIRED FOR A
REINFORCED MONOLITHIC ARCH.
3. STATIONS SHOWN ON THE P�� ANS FOR LATERALS APPLY AT THE
IN7ERSIECTION OF CENTERLINES OF MMAIN LINE AN"i'D LATMERAL. STA7IONS
SH,O�W.N,, ON THE PLANS FOR CATCH, BASIN CONNECTOR PIPES
AP LY T TH - I
THE CONNECTOR PIPE CENTERLINE.
4. VALU
ELEVATNON R AND ELEVATION S SHALL BE SHOWN ONLY WHEN REQU`IREID PER
N 0 TE '5; �
5� FLEVATIONS R AND S NEED NOT E SHOWN ON. THE PLANS
IF THE INLET PIPE IS TO ENTER THE MAIN LINE RAD;"ALLY.
b, ELE'VATION R SHALL BE SHOWN ON THE PLANS ONLY IF A
�Tl
STUB IS TO SE PROV,,"ll, I N -ON
MAIN LINE FOR FUTURE CONNIE,
OF AN INLET PfE.
ELEVATION S SMALL BE SHOWN ON THE PLANS IF AN fNLET
PIPE IS TO ENTER THE MAIN LINE OTHEE',R THAN RADIALLY. INLET PIPE
SHALL BE LAID ON A STRAIGHT GRIADE FROM ELEVATION IS TO THE
CATCH BASIN 'OR GRADE BREAK IN LINE.
6, THE INI-F-7 PIPE SHALL ENTER THE MAIN LINE RAIDIIALLY U"NLESS CITHIERWISE
INDICATED. THE IINILIET PIPE M -,AY ENTER THE MAIN LINE OTHER THAN
RADIALLY IF ANCLE A IS GREATER THAN 45% B IS LESS THAN' OR EQUAL TO
600 MM f,24'*) AND THE OUTSIDE DIAM�ETER' OF THE IINLET PIPE. Is LESS THAN
0.5 D- OTHERWISE, SPPWC 340 SHALL BE USED,
7, NO MORE THAN ONE OPENING SHALL "BE MADE IN ANY ONE SECTION OF P`��'PE.
8- THE 'OPENING FOR THE BREAKOUT SHALL BE RECTANGULAR AND CUT NORMAL
TO TfIE PfP`E SURFACE WITHOUT DAMAGING THE REINFORCING STEEL. THE
TRANSVERSE REINFORCEMENT OF THE MAIN LINE SHAILL BE CUT AT 'THE
CENTER OF THE OPENING AND BENT INTO THE TOP AND BOTTOM SLABS: OF'
THE SPUR,
9, THF MAIN LINE SHALL BE REINFORCED WITH A CONCRETE CRAIDLE AND
ENCASEMENT (AS- APPLICABLE). A CONCRETE ENCASEMENT IS REQUIRED IF A,
JOINT IN THE MAIN UNE FALLS WITHIN THE LIMITS OF THE CRADLE. TH-i"t
CONCRETE ENCASEMENT SHALL F_XTEND 300 mrn (12") ABOVE THE TOP OIF THE
MAf,-"-.\I LINE AND TO THE LIMITS OF THE CRADLE,
IF CONNECTiNO3' TO AN EXIST,�NG STORM DRAIN, PORTION OF CRADLE
OPPOSf,,TE INLET MAY BE OMIT7 D.
�E
10. RE�NFORCING STEEL 'SHALL CONFORM TO ASTV, A 615K GRADE 300, (ASTM A 615,
CRADE 40), AND BE PLACED 40 mm (1 1/2") CLEAR, FROM CONCRETE SURFACES,
UNLESS OTHERWISE SHOWN F SARS, SHALL BE CARRFD TO A POINT NOT LESS
THAN, J DISTANCE FROM CEINTFR UNE WITH J=70/12 + 150 mm (6").
ll� FLOOR OF THE SPUR $HALL BE STEEL– TROWELED TO THE SPRING LINE OF
THE SPUR,
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
M-01
a
h\103-118\Storm\sd03,.dwg, 10/17/2006 8:3,242 AM, 1:1, a"