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a a d2�blo flh,_�mftss 2�d cddftIo-,qI
SvDort Lroar rrQ MLI gr-cle.
TYPE ODi BASE DETAIL FOR
PIPE RISER CONNECTION
_j 900 On CSF Irf-It
ClIcnalar oase SIATE OF CALVO;MA
SECTION D -D "m $tee, phzte DEPAWWNI! Cf TRAMPMATICII
'th'.'rcameml, reqLkeei
�00 on q0ch srtt of PIPE INLETS
TYPE ODI t* VOV%alt GCCIIIO-41 SLOIWt
STLE_ PFE U; F V TH SPAIE A" faI aidii PP. -e cn�f� NO SCALE
RAIL` CFTKNG i-, AC SECTION E -E. ALL 31mr)451.41S AF�- ��!t
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CSP RISER FOR CSP RISER FOR ELEYATION
DRAINAGE PCIET IDRAFNAGE INLET RISFR SAFETY CAGE DETAIL
M07ES
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2� S�crtlm�d or "cfal RrovimlDm
3. 0�0-e-iir 01� MOD X41- 10 t�a 15 greater than f4.Vnete� Cf
lf�ATE OF CAUFZSnA
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RISER CONNECTIONS
NO SCALE
ALL UIWW_�ONS ARE IN
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W3TES
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L tSTell L S_t*411 :onm Or& rcuv6h,; for p:pea qf Ffxe V�A.
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1460 :M Z.4 A
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'1275 1`12i zoo
7 �Z STRAICRT HEADWALLS
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221 SECTION A
FRONT E-EVAT:ON "L" HEADWALI SE:CTICN
FRONT ELEVATIaN SECTICIS! "L"
0 4
T
I.D-G-�- :F
10DO --j-14E0 19�1: 2-6)
sfe-S 1,�cnr, Isleel: co�c 5+c'm Crc
'"L" VEADNALL
HDOWALL
125 mm (51)
600 mm (24') 500 MIT (12,)
150 mm (6,)
OP
175 mm (71
900 mm (361 450 mm (181)
E-4
1050 mm (42*) 4,50 mm 116*)
225 mm (91)
1200 mm (48') 450 mm (181) 250 mm (101)
2N. CIF3
1500 mm (60' 525 mm (211
275 rm (111)
1650 MITI (66' 525 mm (219
em
-I-
1X0
Z.;
HECKEDBY:
MAT
T
Z�l
MICHAEL 4.- TY�MAN '"MCE- 140. 43090 EXP. 3-31-04 1 /
78
1
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to
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ALL C IWW-� �CP4 &;:7_ Ift
ORCUL4IR PIPE CULVERT HEADWALLS CORRUGATED METAL PIPE ARCH CULVERT HEADWALLS WI L%. INIET.Al UNLEM� 01AS-Inil iE S40,4V
FESS
C13
1
cm
NO. 634 4 =0
EXP. Sept. 30, 2006 1� � �:
CIVIL 1\'Ik� Vr_ 11 7 _71
OF r jgi;z��
...........
TOLL FREE -"�l -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV
4t LATCRAL/CONNECT`011 PIPE CONC, PIPE, RCP OR CSP
L MAIN LINE RCP -j
C MAIN LINE R -CP M,
-CLA55 C 15 mm (1121) M14.
MORTAR -N'6'T- JC 4
ST A. P T tE3
e- BEDDING OF
-11, INLET PIPE
BACKFILL WITH
*�� 5* 1 I'f '. , SEE NO TE t
A� 26-5 Ki -C-14 Mpc
(400-C-20010)
w CONCRETE OR
COMPACT SOIL TO
�1.100 mj (4-1 REtATIVE DENSITY
RCOU I RED BY
C3.
spEciriCATIONS
UNDISTUII EA TH
CASE I BEDDING, PER
SPECIFICATIONS
PLAN CASEI
SECTION B -B
FOR OUTLET SEE $TO,
CATCH BASIN PLANS
CATCH eA5m FLOOR
265 KO -C-10 Mpa
(450 -C. -Z0001
CONC. ENCASEMENT,
1/2 OD MIN.
sEE NorE 5 4-
-130
CONC. PIPF, BACKFILL
'A RCP OR CSP
SEE NOTE 3 BEDDING
50 (If 2*11 IN
SEC NO T 4
CASE I
CASE 2 SECTION C -C
(SEE NOTEG 9 Q 101 100 mm -(4"1) IN
r-YARIES TO SUIT
CONDITIONS 0 CLASS C- MORTAR
G
F0 �,4 A\n,
7' �� - � - - 7 -
'nm IS T
...... ......
P LAN SECTION
CASE 3
SADDLE CONNECTION
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
rlmnpilwl rLy 11 If; STAIDARDPIAN
t.ilf
^Jill IS, JUNCTION STRUCTURE - PIPE TO PIPE'
Q4l!I1,!KXJK ftiMildilIVE! 332-1
TH [ID <600 MM (2411)]
RCV 04
- 19tJ!j LISE WIT" STANDARD SPE:aricATiONS FOR PU13LIC WORKS CONSTRUCTION SHFFTi OF 2
�,ENER61L NOTE
I. 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, IF
ENGLISH UNITS ARE USCD. ALL VALUES USED FOR CONSTRUCTION
SHALL 13E ENGLISH ONITS,
�O _TE S
CASE I AND CASE 2
1. IF ANGLE A IS LESS THAN 450 OR IF 0 IS LARGER THAN 600 mrn
(24'), THEN ANOTHER STANDARD STRUCTURE SHALL BE SPECIFIED.
2. THE OUTSIDE DIAMETER Dr THE INLET PIPE SHALL NOT EXCEED
ONE-HALF THE INSIDE DIAMETER OF THE MAIN LINE,
3. THE INLET PIPE SHALL ENTER THE MAIN LINE' RADIALLY. IF THE
INLET PIPE CANNOT ENTER RADIALLY, THEN ANOTHER STANDARD
STRUCTURE SHALL BE SPECIFIED,
4, THE SIZE OF THE OPENING INTO THE MAIN LINE SHALL BE THE
OUTSIDE DIAMETER OF THE INLET PIPE PLUS 30 mm W) MINIMUM
TO 75 rtlm (31 MAXIMUM.
5. ALL CONNECTION PIPES FOR CASE 2 SHALL BE ENCASED IN CONCRETE
IF LAID WITHIN THE MAIN LINE EXCAVATED TRENCH OR IF LAID ON
FILL WHICH HAS NOT 13CEN DENSIFIED,
6, BURN OR CHIP END OF CONNECTOR PIPE FLUSH WITH INNER SURrACC
OF MAIN LINE� ROUND CIDGE OF CONCRETE PIPE OR RCP.
7, ALL CSP AND FITT114GS SHALL BE GALVANIZED,
8, STATION SPECIrtrD ON THE PROJECT DRAWINCS APPLIES AT THE
INTERSECTION OF T`HE INSIDE WALL OF MAIN LINE AND THE� CENTER
LINE OF INLET PIPE.
9, CASE 2 SHALL NOT BE 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 m (12') OF INLET PIPE SHALL BE
LOCATED WITHIN THIE: MAIN LINE EXCAVATED TRCNCH.
��ASF I
11, CONNECTIONS TO PIPES 525 mm (21') OR LESS IN DIAMETER WITHOUT JUqCT1ON
STRUCTURES OR PRECAST Y 0111ANCHES SHALL BE MADE WITH SADDLES.
112. THE OUTSIDE DIAMETER OF THE INLET PIPE SHALL NOT EXCEED ONE-HALF
THE INSIDE DIAMETER OF THE MAIN LINE,
13, TRIM On CUT SADDLE TO FIT SNUGLY OVER THE OUTSIDE OF THE MAIN LINE
SO ITS AXIS WILL BE ON THE LINE AND GRADE OF THE CONNECTOR PIPE.
14. THE OPENING INTO THE PIPE $HALL BE CUT AND TRIMMED TO FIT THE
SADDLE SO THAT NO PART WILL PROJECT WIT1,11N THE BORE OF THE
SADDLE PIPE,
SUPPORTED AS SHOWN IN CASES I AND 2.
15M 0 300 mfrl(*4V2*) r- FACE PLATE
EACH WAY ASSEMBLY
75 mm(1/41)R CUTTER
T R LOCAL DEPRES-
1113ION SURFACE -7
100 mm
(4')R
w
FLOW LINE !4 �5)mm'l
FACE R
DOWEL E
P L ATE E I
TYP.) E
SCORING
LINE am
CURB LINE
w
2 EXTRA 15M(w STEPS IF 0
ON 2 SIDES 0
r 12%
MANHOLE FRAME
100 ?mm
AND COVER (41MIN.
3 00 mm 75 mfm
CATCH BASIN 021MAX. (3 -IR
MANHOLE FRAME
AND COVER
w
0 L L
2!
0
CONNECTOR PIPE
OPTIONAL SUBGRADE
z OR MONOLITHIC
CATCH BASIN
CONNECTION
z
-a mc
STEPS 00
At
SECTION A -A
10 mrm .00 Mrs*)
(4*)R
- L_I Or
O*_\
DOWEL (TYP.) 0c: in to
PLAN DOWEL DETAIL
STRUCTURAL DATA
WALL AND SLAB DIMENSIONS AND
REINFORCEMENT REQUIREMENTS
REINFORCEMTNT
MAX MAX t I REOUIRED IN
W V F ---I-
FRONT REAR
L0 m(3,5'I 2,4 m(W) 150 mm(&-) 1.50 mm(61) 1
#40 12" D.C.
f.0 mC3.59 3�5 M(121 200 mm(a*)
TO rfI 1.8 m(6'1 150 MM16.)
2, 0 m(7') 3.5 m(12-) 20o rnm(B-)
4,0 m(1411 1,2' m(49 150 mm(w) 150 mm(6-)
E
2.4 rn($,) 150 mm(61 200 morrA81)
4.0 rm(149 3.5 frill 211 200 jrrq(6*) 250 mm(I 0*) N
F
1.2 m(4*) 150 mm(6-1 150 mm(61 R
z E
Le rn(6'1 150 mm(61 C P
200 mmiS1
�0,
GO E v
3 a4mlll') 200 frim(W) 200 mm(sl)
M
IE 200 frim(al) 250 mm[IOI) E R
N
3.5 1 1 __ ____ I , " F
.tl?. 200 mm(s, 50 mrn(JOI) D
x
T
I FOR W y 9 ir(281 1. V ) 3.5 rr(12,) OR B > 1.2 ml[4�) SEE PROJECT PLANS
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTH RN CALIFORNIA CHAPTER
PROMULGATED Fly THE!
pU9_iC'hURKS 5-ANrVP.D9 INC, STANDARD PLAN
GPELNUDOK CWAV-11F= CURR.-OPENING CATCH 13ASIN ME713K
1�134
300-2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC VIOPKS CONST RUCTION SHEET 1 OF 2
ISM 0 300 mmm (*4 0 12, 330-C-23 (560-C-3250) CONCRETE
L/2 (TYP.)----\ 25 mm (11) (TYP.)
NEW OR
EXIST. PIPE
FLOW
P
<A
15M 0 300
(04 0 12')
D L
T
300 mm (121) 300 mm (121)
'"L" VEADNALL
HDOWALL
125 mm (51)
600 mm (24') 500 MIT (12,)
150 mm (6,)
OP
175 mm (71
900 mm (361 450 mm (181)
225 mm tg*)
1050 mm (42*) 4,50 mm 116*)
225 mm (91)
1200 mm (48') 450 mm (181) 250 mm (101)
1425 mm (57'). 450 mm [IS*) 250 mm (101)
1500 mm (60' 525 mm (211
275 rm (111)
1650 MITI (66' 525 mm (219
275 mm (r)
1800 mm (72' 600 mm (241300 mm 0 21
APcI,1
HECKEDBY:
MAT
MICHAEL 4.- TY�MAN '"MCE- 140. 43090 EXP. 3-31-04 1 /
ns
.3 0 1 k.7 I
!!,C-390
8�5
L04 40 iX I 4C I
LH _1
1;
56
L . tc
. 1
1 62
5-1
t� w;
SrO l
44 L3 t V
=4:
3
L-.6 I 'ji
M4
fill
LrT
m
H�z:
i
-2.,":
__ T
ST47E Or CLUF"CA
iim
2-7 1
If
4 -2 12
2X. 4
DEPOM-11INT OF TR&XS"ITXtrh
I
yl:ec i
1I
PIPE HEADWALLS
"L" HEADWAL4S 'L�' RE-ADWALLS NO SCALE
ALL C IWW-� �CP4 &;:7_ Ift
ORCUL4IR PIPE CULVERT HEADWALLS CORRUGATED METAL PIPE ARCH CULVERT HEADWALLS WI L%. INIET.Al UNLEM� 01AS-Inil iE S40,4V
FESS
C13
1
cm
NO. 634 4 =0
EXP. Sept. 30, 2006 1� � �:
CIVIL 1\'Ik� Vr_ 11 7 _71
OF r jgi;z��
...........
TOLL FREE -"�l -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV
4t LATCRAL/CONNECT`011 PIPE CONC, PIPE, RCP OR CSP
L MAIN LINE RCP -j
C MAIN LINE R -CP M,
-CLA55 C 15 mm (1121) M14.
MORTAR -N'6'T- JC 4
ST A. P T tE3
e- BEDDING OF
-11, INLET PIPE
BACKFILL WITH
*�� 5* 1 I'f '. , SEE NO TE t
A� 26-5 Ki -C-14 Mpc
(400-C-20010)
w CONCRETE OR
COMPACT SOIL TO
�1.100 mj (4-1 REtATIVE DENSITY
RCOU I RED BY
C3.
spEciriCATIONS
UNDISTUII EA TH
CASE I BEDDING, PER
SPECIFICATIONS
PLAN CASEI
SECTION B -B
FOR OUTLET SEE $TO,
CATCH BASIN PLANS
CATCH eA5m FLOOR
265 KO -C-10 Mpa
(450 -C. -Z0001
CONC. ENCASEMENT,
1/2 OD MIN.
sEE NorE 5 4-
-130
CONC. PIPF, BACKFILL
'A RCP OR CSP
SEE NOTE 3 BEDDING
50 (If 2*11 IN
SEC NO T 4
CASE I
CASE 2 SECTION C -C
(SEE NOTEG 9 Q 101 100 mm -(4"1) IN
r-YARIES TO SUIT
CONDITIONS 0 CLASS C- MORTAR
G
F0 �,4 A\n,
7' �� - � - - 7 -
'nm IS T
...... ......
P LAN SECTION
CASE 3
SADDLE CONNECTION
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
rlmnpilwl rLy 11 If; STAIDARDPIAN
t.ilf
^Jill IS, JUNCTION STRUCTURE - PIPE TO PIPE'
Q4l!I1,!KXJK ftiMildilIVE! 332-1
TH [ID <600 MM (2411)]
RCV 04
- 19tJ!j LISE WIT" STANDARD SPE:aricATiONS FOR PU13LIC WORKS CONSTRUCTION SHFFTi OF 2
�,ENER61L NOTE
I. 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, IF
ENGLISH UNITS ARE USCD. ALL VALUES USED FOR CONSTRUCTION
SHALL 13E ENGLISH ONITS,
�O _TE S
CASE I AND CASE 2
1. IF ANGLE A IS LESS THAN 450 OR IF 0 IS LARGER THAN 600 mrn
(24'), THEN ANOTHER STANDARD STRUCTURE SHALL BE SPECIFIED.
2. THE OUTSIDE DIAMETER Dr THE INLET PIPE SHALL NOT EXCEED
ONE-HALF THE INSIDE DIAMETER OF THE MAIN LINE,
3. THE INLET PIPE SHALL ENTER THE MAIN LINE' RADIALLY. IF THE
INLET PIPE CANNOT ENTER RADIALLY, THEN ANOTHER STANDARD
STRUCTURE SHALL BE SPECIFIED,
4, THE SIZE OF THE OPENING INTO THE MAIN LINE SHALL BE THE
OUTSIDE DIAMETER OF THE INLET PIPE PLUS 30 mm W) MINIMUM
TO 75 rtlm (31 MAXIMUM.
5. ALL CONNECTION PIPES FOR CASE 2 SHALL BE ENCASED IN CONCRETE
IF LAID WITHIN THE MAIN LINE EXCAVATED TRENCH OR IF LAID ON
FILL WHICH HAS NOT 13CEN DENSIFIED,
6, BURN OR CHIP END OF CONNECTOR PIPE FLUSH WITH INNER SURrACC
OF MAIN LINE� ROUND CIDGE OF CONCRETE PIPE OR RCP.
7, ALL CSP AND FITT114GS SHALL BE GALVANIZED,
8, STATION SPECIrtrD ON THE PROJECT DRAWINCS APPLIES AT THE
INTERSECTION OF T`HE INSIDE WALL OF MAIN LINE AND THE� CENTER
LINE OF INLET PIPE.
9, CASE 2 SHALL NOT BE 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 m (12') OF INLET PIPE SHALL BE
LOCATED WITHIN THIE: MAIN LINE EXCAVATED TRCNCH.
��ASF I
11, CONNECTIONS TO PIPES 525 mm (21') OR LESS IN DIAMETER WITHOUT JUqCT1ON
STRUCTURES OR PRECAST Y 0111ANCHES SHALL BE MADE WITH SADDLES.
112. THE OUTSIDE DIAMETER OF THE INLET PIPE SHALL NOT EXCEED ONE-HALF
THE INSIDE DIAMETER OF THE MAIN LINE,
13, TRIM On CUT SADDLE TO FIT SNUGLY OVER THE OUTSIDE OF THE MAIN LINE
SO ITS AXIS WILL BE ON THE LINE AND GRADE OF THE CONNECTOR PIPE.
14. THE OPENING INTO THE PIPE $HALL BE CUT AND TRIMMED TO FIT THE
SADDLE SO THAT NO PART WILL PROJECT WIT1,11N THE BORE OF THE
SADDLE PIPE,
SUPPORTED AS SHOWN IN CASES I AND 2.
15M 0 300 mfrl(*4V2*) r- FACE PLATE
EACH WAY ASSEMBLY
75 mm(1/41)R CUTTER
T R LOCAL DEPRES-
1113ION SURFACE -7
100 mm
(4')R
w
FLOW LINE !4 �5)mm'l
FACE R
DOWEL E
P L ATE E I
TYP.) E
SCORING
LINE am
CURB LINE
w
2 EXTRA 15M(w STEPS IF 0
ON 2 SIDES 0
r 12%
MANHOLE FRAME
100 ?mm
AND COVER (41MIN.
3 00 mm 75 mfm
CATCH BASIN 021MAX. (3 -IR
MANHOLE FRAME
AND COVER
w
0 L L
2!
0
CONNECTOR PIPE
OPTIONAL SUBGRADE
z OR MONOLITHIC
CATCH BASIN
CONNECTION
z
-a mc
STEPS 00
At
SECTION A -A
10 mrm .00 Mrs*)
(4*)R
- L_I Or
O*_\
DOWEL (TYP.) 0c: in to
PLAN DOWEL DETAIL
STRUCTURAL DATA
WALL AND SLAB DIMENSIONS AND
REINFORCEMENT REQUIREMENTS
REINFORCEMTNT
MAX MAX t I REOUIRED IN
W V F ---I-
FRONT REAR
L0 m(3,5'I 2,4 m(W) 150 mm(&-) 1.50 mm(61) 1
#40 12" D.C.
f.0 mC3.59 3�5 M(121 200 mm(a*)
TO rfI 1.8 m(6'1 150 MM16.)
2, 0 m(7') 3.5 m(12-) 20o rnm(B-)
4,0 m(1411 1,2' m(49 150 mm(w) 150 mm(6-)
E
2.4 rn($,) 150 mm(61 200 morrA81)
4.0 rm(149 3.5 frill 211 200 jrrq(6*) 250 mm(I 0*) N
F
1.2 m(4*) 150 mm(6-1 150 mm(61 R
z E
Le rn(6'1 150 mm(61 C P
200 mmiS1
�0,
GO E v
3 a4mlll') 200 frim(W) 200 mm(sl)
M
IE 200 frim(al) 250 mm[IOI) E R
N
3.5 1 1 __ ____ I , " F
.tl?. 200 mm(s, 50 mrn(JOI) D
x
T
I FOR W y 9 ir(281 1. V ) 3.5 rr(12,) OR B > 1.2 ml[4�) SEE PROJECT PLANS
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTH RN CALIFORNIA CHAPTER
PROMULGATED Fly THE!
pU9_iC'hURKS 5-ANrVP.D9 INC, STANDARD PLAN
GPELNUDOK CWAV-11F= CURR.-OPENING CATCH 13ASIN ME713K
1�134
300-2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC VIOPKS CONST RUCTION SHEET 1 OF 2
ISM 0 300 mmm (*4 0 12, 330-C-23 (560-C-3250) CONCRETE
L/2 (TYP.)----\ 25 mm (11) (TYP.)
NEW OR
EXIST. PIPE
FLOW
P
<A
15M 0 300
(04 0 12')
D L
T
300 mm (121) 300 mm (121)
100 mm- (4.)
450 mm (181) 300 mm (121
125 mm (51)
600 mm (24') 500 MIT (12,)
150 mm (6,)
750 mm 130*) 450 mm (161)
175 mm (71
900 mm (361 450 mm (181)
225 mm tg*)
1050 mm (42*) 4,50 mm 116*)
225 mm (91)
1200 mm (48') 450 mm (181) 250 mm (101)
1425 mm (57'). 450 mm [IS*) 250 mm (101)
1500 mm (60' 525 mm (211
275 rm (111)
1650 MITI (66' 525 mm (219
275 mm (r)
1800 mm (72' 600 mm (241300 mm 0 21
-5-15M 11#411 CIRCULAR TIES,
SEE NOTE 9
150 MITI
CUT
NO. 2
LINE -
900 LIT
NO. 2
LINE
150 mm
61) MIN CUT NO, 2
3.14 (DO -D)
DETAIL W (SEE NOTE 10) INTERIOR 'SURFACE
SONO -TUBE, OR EQUAL. INTERIOR FORM OF PIPE
CUT NO. 1: SAW THE TUBE AT AN ANGLE OF A/2 WITH THE TRANS-
VERSE PLANE. REVERSE ONE SECTION AND TAPE BOTH SECTIONS DETAIL TO
TOGETHER FORMING THE DEFLECTION ANGLE A. TYPICAL JOINT FOR
CU 0. 2; SAW THE TUBE LONGITUDINALLY REMOVING A STRIP
3,14 (DO -D ) WIDE ON THE SIDE OPPOSITE THE OPEN JOINT. REINFORCED CONCRETE PIPE
SEND THE ENDS OF THE CUT TOGE:THER AND INSERT THE
TUBE IN THE PIPE.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
f`RC)M1j G ATF-, RY THF
CONCRETE COLLAR FOR RCP
STANDARD PLAN
f-.'TANOARQ� W,
9RVZ4S00KCC',1P/ITTEE
1"2
300 mm (12") THROUGH 1800 mm (72")
380-2
4
11500 mm (60") TO 1800 MITI (72")
SIHEET I OF 2
USE NTH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
NOTES;
1. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTINC OR PROPOSED
SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK. THE TOP SLAB OF THE IBASfN MAY BE
POURED EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY, USING THE SAME CLASS
OF CONCRETE AS IN THE BASIN. WHEN POURED MONOLITHICALLY, THE SIDEWALK $HALL BE
PROVIDED WITH A WEAKENED PLANE OR A 25 mmWI DEEP SAWCUT CONTINUOUSLY AROUND
THE EXTERNAL PERIMETER OF THE CATCH BASIN WALL$, INCLUDING ACROSS THE FULL WIDTH
OF THE SIDEWALK, SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE, GRADE,
COLOR, FINISH, AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE
BASft
2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS. AND SHALL NOT BE
SHAPED BY PLASTERING.
3. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONr4tTLIDINAL
AND LATERAL SLOPE OF 1:12 MINIMUM AND 1;3 MAXIMUM, EXCEPT WHERE THE GUTTER GRADE
EXCEEDS 8 PERCENT. IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE
THE SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET.
4. DIMENSIONSz
B = 970 mm(31-21)
V = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
THE CATCH BASIN AT THE OUTLET a 1.35 M(4.5'),
VU � THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT
THE UPSTREAM END OF THE BASIN. AND SHALL BE DETERMINED BY THE REQUIREMENTS
OF NOTE 3. BUT SHALL NOT BE LESS THAN CURB FACE PLUS 300 rnm(1211,
V, 2 THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
THE INLET, NOTED ON THE PROJECT PLANS.
H r NOTED ON THE PROJECT PLANS,
W A NOTEO ON THE PROJECT PLANS,
A r. THE ANGLE, IN DEGRECS. INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE
AND THE CATCH BASM WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED.
5, PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPECI-
FIED. THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN.
WHERE THE CONNECTOR PIPE IS SHOWN AT A CORNER, THE CENTERLINE OF THE PIPE $HALL
INTERSECT THE INSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT A
SKEW NECESSARY TO INSURE MINIMUM 80 rnm(3') PIPE EMBEDMENT, ALL AROUND, WITHIN
THE CATCH BASIN WALL, AND 75 mm(3*) RADIUS OF ROUNDING OF STRUCTURE CONCRETE.
ALL AROUND. ADJACENT TO PIPE ENDS, A MONOLITHIC CATCH BASIN CONNECTION SHALL BE
USED TO JOIN THE CONNECTOR PIPE TO THE CATCH BASIN WHENEVER ANGLE 'A' IS LESS THAN
70 DEGREES OR GREATER THAN 110 DEGREES, OR WHENEVER THE CONNECTOR PIPE IS LOCATED
IN A CORNER. THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE
IS PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUT-
TING STANDARD LENGTH$ OF PIPE,
6. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS,
THEY SHALL BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM END WALL. STEPS SHALL
BE SPACED 300 rrm(12*) APART, THE TOP STEP SHALL BE 175 mrm(71) BELOW THE TOP TO THE
MANHOLE AND PROJECT 65 mm(2-1/2'). ALL OTHER STEPS SHALL PROJECT 130 mm(5*).
7. DOWELS ARE REOUIRED AT EACH CORNER AND AT 2 rn(T) ON CENTER (MAXIMUM) ALONG THE
BACKWALL.
S. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN'
308 MONOLITHIC CATCH BASIN CONNECTION
309 CATCH BASIN REINFORCEMENT
310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR
3t2 CATCH BASIN MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
9. 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 BARS 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.
REVISION DESCRIPTION D TE ENGR. CITY - DATE bLNCH MARK: BASIS OF BEARINGS: PLANNINCS 0 DESIGN M CONSTRUCTION
RECORD DRAWING 91 THE BEARINGS HEREON ARE SHOULD CONSTRUCTION OF THE REQUIRED
EL = 1077.40 BASED ON THE CENTERLINE IMPROVEMENTS NOT COMMENCE WITHIN TW
NOTES
I A CONCRETE COLLAR IS REQUIRED WHERE THE CHANGE IN GRADE
EXCEEDS 10 PERCENT.
2. FOR CURVE JOINTS (SEE DETAIL B. SHEET 1)
IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE
THAT IS GREATER THAN 25 mm 01. BUT IS LESS THAN 75 mmf(3')
A CONCRETE COVER IS REOUIRED IN ACCORDANCE WITH SUBSECTION
306-1.2.4 OF THE SSPWC.
IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE
THAT I$ EQUAL TO OR GREATER THAN 75 mm (31, BUT LESS THAN
150 mm (15"), A CONCRETE COLLAR IS REQUIRED. IF THE CLEAR
SPACE IS 150 mm (6') OR GREATER, A TRANSITION STRUCTURE
IS REOUIRED,
3. CONCRETE COLLAR $HALL NOT BE USED FOR A SIZE CHANGE ON
THE MAIN LINE.
4. CONNECTOR PIPES
A. WHERE PIPES OF OIFFERENT DIAMETERS ARE JOINED WITH A
CONCRETE COLLAR, L AND T SHALL BE THOSE OF THE LARGER
PIPE. D=Di OR D2, WHICHEVER IS GREATER,
B. WHEN Di Is EQUAL TO OR LESS THAN Q�� JOIN INVERTS AND
WHEN Di IS GREATER THAN D2, JOIN SOFFITS.
5. FOR PIPE LARGER THAN 11300 mm (72") SPECIAL COLLAR DETAILS
ARE REOUIRED.
6. FOR PIPE SIZE NOT LISTED USE NEXT SIZE LARGER.
7. REINFORCEMENT SHALL CONFORM TO ASTM A 615 M (A 6151 GRADE
300(40).
S. WHERE REINFORCING IS REOUIRED THE DIAMETER OF THE CIRCULAR
TIES SHALL BE D+(2X WALL THICKNESS) + T.
GREATER THAN 525 mm (21") AND ON ALL PIPES WHERE THE SPACES
BETWEEN THE EXTREME OUTER ENDS IS 75 mm (3') OR LARGER.
CIRCULAR TIES,
PIPE DIAMETER
NO� OF
CIRCULAR TIES
525 mm (211 OR LESS
3
600 mm (24') TO 750 mm (30*)
3
825 mm (33') TO 1425 mm (57*)
4
11500 mm (60") TO 1800 MITI (72")
5
WHERE THE SPACE BETWEEN PIPE ENDS EXCEEDS 75 mm (31. THE
NUMBER OF CIRCULAR TIES SHALL BE INCREASED TO MAINTAIN AN
APPROXIMATE SPACING OF t5O mm (6') O,C.
10. WHERE THE PIPE IS 525 mm (211 OR LESS IN DIAMETER AN INTERIOR
FORM OF UNSEALED SONO -TUBE OR EQUAL SHALL BE USED TO
PROVIDE A SMOOTH INTERIOR JOINT. THE PAPER FORM MAY BE
LEFT IN PLACE (SEE DETAIL A). WHEN THE PIPE IS 600 rnrn (241
OR LARGER A REMOVABLE INTERIOR FORM SHALL BE USED OR THE
INTERIOR JOINT SHALL BE COMPLETELY FILLED WITH MORTAR AND
NEATLY POINTED.
11. 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
IC R SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNI SIANT,ARf) f-11 AN
CONCRETE COLLAR FOR RCP
380-2
300 mm (12") THROUGH 1800 mm (72") SHEET 2 OF 2
CITY OF FONTAN As CA LIFORNIA
STORM DRAIN IMPROVEMENT PLANS FOR
CONSTRUCTION
:2 4
A-fr_r) DV- / /
O_
lt
'2
(N
cn
AS SHOWN 3
TAILS 0
JOB NUMBER z
15-100187
DRAWING NO. 3
1/7 11C0_ 3335
DATE:
CHISELED BOX IN
EASTERLY TOP CURB
TAMARIND AVE.; 60' 1
SOUTH OF TAMARIND CT.,
SOUTH OF SLOVER
Ur JUNLII'A AVENUE SHOWN
AS NORTH 89*03'
PERPARCELMAIP NO.
12195, P.M.B.158/28-40;
FOR THE PURPOSE OF THIS
MAP SAID BEARING HAD
BEEN ROTATED CLOCKWISE
0*00'39" TO NORTH
89*04'00" EAST.
It-Arla ur Int- uAlt ur Art-KILIVAL -.)rlUVYN
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.
<
No.43090
Exp .3/31/04
cc I V I
OF CK
27555 YNEZ ROAD, SUITE 400
TEMECULA, CALIFORNIA 92591-4679
CONSULTING 909.676.8042 m FAX 909.676.7240 - www.RBF.com
PREPAR V
DER THE S ISION OF:
DATE:
I L-4 %-'J
DRAWN BY:
RJB/RLS/EL
DESIGNED BY:
EL/RJB/MCH
HECKEDBY:
MAT
MICHAEL 4.- TY�MAN '"MCE- 140. 43090 EXP. 3-31-04 1 /
CONSTRUCTION
:2 4
A-fr_r) DV- / /
O_
lt
'2
(N
cn
AS SHOWN 3
TAILS 0
JOB NUMBER z
15-100187
DRAWING NO. 3
1/7 11C0_ 3335
DATE: