HomeMy WebLinkAbout2332-SD-6SUPPORT BOLT AND FACE PLATE 4'/2" TOP SLAB }� F F OPTIONAL OUTSIDE
FACE PLATE ANCHORS EDGES To BE EDGE OF CONCRETE
I ROUNDED
0 BARS BI I TO 3' R
3. OC _ I NOTES
R Q• f I. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS B. THE OUTSIDE DIAMETER OF THE LATERAL MUST BE LESS THAN OR
7' ' • R= IO OF SPUR �' '�'
CURB LINE - •3 TIE BAR � � C � , C THAN 2'-10 I/2' FOR PAVED STREETS OR 3'-6' FOR UNPAVED STREETS, EQUAL TO I/2 THE INSIDE DIAMETER OF THE MAIN LINE. IF THE
5/16'X10"FACE PLATE 1/4' RADIUS 3-#4 BARS X(W+6') IN ADDITION TO 8" 4-•6. E BARS At -� J UPSTREAM AND DOWNSTREAM DIAMETERS OF THE MANHOLE ARE NOT
REINFORCING STEEL PER APPLICABLE - 3/8 YPICAL CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND DETAIL 'N'.
CATCH BASIN STANDARD PLAN SEE LONG. L J 4-•4 H BARS SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED PER THE SAME, THE GOVERNING INSIDE DIAMETER OF THE MAIN LINE
I M •. SEE NOTE 2 •3 TIE BAR 3'-0• LONG SECTION C -C. WHEN DIAMETER DI IS 48' OR LESS. CENTER OF SHAFT SHALL BE CONSIDERED TO BE THAT WHERE THE EXTENDED CENTER
I/ 3 >D„ --'�';':'.• ,•�. • ,'••:v:. • �': s •;�: D BARS -I-- 4'-0
• 3. 0C, MAY BE LOCATED PER NOTE 2. LINE OF THE LATERAL ENTERS THE MANHOLE.
_ • e,! '• s • SEE NOTE 9 I DETAIL "N" C. IN NO INSTANCE SHALL THE INSIDE DIAMETER OF THE LATERAL TO
6sy,-- • =. •'; • •' •" ' " ; ° '' ' j, ; '« '« ' _ •• 2. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF THE MANHOLE BE GREATER THAN 30'.
(1/16"RADIUS 3r• �• .''• •• ,►, ' ,p0• N -r • i 3-•4 J BARS 4'-8" (RINGS AND COVER NOT SHOWN)
LONG 3. OC CONT. STORM DRAIN WHEN DIAMETER DI IS 48' OR LESS, IN WHICH CASE PLACE
yI .' •,•, ., •• •. • • F F ADD'L. BARS 6' OC (SEE NOTE 11 E BARS SYMMETRICALLY AROUND SHAFT AT 45• WITH CENTER LINE AND
13. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630
al . a �' ••' o , '�:• TO INSIDE EDGE OF - MIT AR UNLESS OTHERWISE SHOWN.
W ' ' •. - PLAN MANHOLE, SEE NOTE 2 0 J BARS
•,. v
:: �'• " (SHAFT NOT SHOWN) Z 3. L AND P SHALL HAVE THE FOLLOWING VALUES UNLESS OTHERWISE SHOWN 14. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS
WC 114A ' : ► ' � • 1/20 0 STEEL ANCHORS, 21 O.C. MAX., p1
m w ALTERNATE UPPER AND LOWER AN- �� PIPE SEAT LEVEL. ON_THE PROJECT DRAWINGS• OTHERWISE SHOWN.
I /. CHORS AS SHOWN a SEE NOTE 8 A. D - 96' OR LESS, L= 5' -6', P= 5'
I " �) 2- - I5. WHERE A MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER IS SPECIFIED
a'= • ►� MANHOLE FRAME N `^� B. D2 OVER 96'. L=6' -O'. P-8' REFER TO STANDARD PLAN 326. .
w HEX. NUTS HOOK ANCHOR - 41/2 TOP SLAB STREET AND COVER PER E BARS L• MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE
1'/s* HOLE IN PLATE GRADE STD. PLAN 630 ENDS. WHEN L GREATER THAN THAT SHOWN ABOVE IS SPECIFIED, D BARS 16. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS
y 3• R SHALL BE CONTINUED 6'OC. SPECIFIED REFER TO STANDARD PLAN 328.
^` 24• I 1 D B�4RS I
�i MANHOLE SHAFT W N
` PER 5T0. 5'x2• PIPE d ? 112'-4.12'-4• �P o 4, STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT CENTER 17. WHERE A PRESSURE MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER IS
3/8"DIAMETER COUNTERSINK- I"C,C,ON SUPPORT BOLTYPICAL PLAN 324 SEAT i (( LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF SHAFT AND SPECIFIED REFER TO STANDARD PLAN 329.
FOR SET SCREW, NONE REQUIRED FOR CURB FACE LESS
W REFER TO THE PROLONGED INVERT.GRADE LINES.
1/4" RADIUS ••: %a THAN 7". THREE REQUIRED FOR 7"CURB FACE. ADD ONE j 3,_0� E BARS W _
COUNTERSINK FOR EACH INCH OF CURB FACE GREATER •: • • • • `" 5• REINFORCEMENT SHALL CONFORM TO ASTM A 615. GRADE 40. AND SHALL
' THAN 7" •, •• .... � , �•• � � � .� � � • .. • i :• TIE BARS 'j� -
' • • :•,'-'•' . . . . : ' • ' N W GRADE POINTS. TERMINATE 1 1/2' CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN
• . ;a•• 1" SUPPORT BOLT • , '• • • �\ STEPS, S: SEE NOTE 4 SHOWN,
•
LENGTH- C.F. PLUS 6" °
;.'. ••. ` •..., . , •. . , • • r TIE EiAR S ECT I O N B- B 6. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE. 324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER
•• . • � ►' F ,
• ROUND F J BARS 326 MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER
4A•18•FOR CURB BATTER LESS THAN 2-12 , _ �'• '• ';' EDGES , 7. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION
:° ••• • •�o•• • • SPRING' C1NE" 328 PRESSURE MANHOLE SHAFT -WITH ECCENTRIC
:'• • . 9 FOR CURB SATTER 2:12 THRU 4:12 TO 3'R
''•' • ••'' ■ AS SHOWN ON PLANS FOR ALL OTHER 1i• /+ •• CONCRETE RINGS EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY MAY 329 PRESSURE MANHOLE SHAFT 36 -INCH WITHOUT REDUCER
• '• •4018• oc �, INLET PER STD. STREET GRADE BE PLACED A7 SPRING LINE. 630 24 -INCH MANHOLE FRAME AND COVER
CURB BATTER • I/2'0Xe"STEEL ANCHORS, IS"O. C. MAX., BOTH WAYS. ELEVATION PLAN 324 633 36 -INCH MANHOLE FRAME AND COVER
T ALTERNATE UPPER AND LOWER ANCHORS TO BE USED APPLIES AT 5'x V RING SEAT
AS SHOWN �`N D2 IS THIS POINT 8. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A
n WHEOR OVER STEP IVIS H BARS LEVEL SEAT BUT SHALL NOT BE LESS THAN THE TABULAR VALUES FOR F 635 STEEL STEP
SECTION ROUND HEAD ANCHOR - 412 TOP SLAB PAYED SEE TABLE SHOWN ON TABLE SH. I. 636 POLYPROPYLENE PLASTIC STEP
OPENING FOR CONC. SECTION A -A STREETS co VARIABLE
PLACEMENT(TYP.) 3/16'X10" LOCATE WELDS IN L•• 6 c •
FACE PLATE LONGER SPAN SEC- E BARS 9: D BAR.. SHALL BE 4 FOR D2=39' OR LESS, •5 FOR D2=42' TO 84
H BARS 2a• INCLUSIVE AND •6 FOR D2=90' OR OVER.
INTERIOR FACE OF CATCH HENT � •3 OR •4
-' DA31N END WALL -,,5/16'X10' _
FACE PLATE I/4 2 6• TIE BARS 10. CENTER LINE OF INLET PIPE SHALL INTERSECT INSIDE FACE OF CONE AT
16' FOR PAVED
STREETS. 2'-2• F F J BARS SPRING LINE UNLESS OTHERWISE SHOWN.
� 3/4' DIA. - FOR UNPAVED
HOLE(TYP.) 2" _; TABLE OF VALUES FOR F STREETS ROUND 11. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 635 UNLESS OTHERWISE
• 1 ' ' • iv 36• 6 %2• 8• II 3/4• EDGES SHOWN, STEPS SHALL BE UNIFORMLY SPACED 14' TO 15' OC. THE LOWEST
^+ 3' I 3/4" • •i•"xli'�" �" I 1/4 2 • • •• J, 39, 7• 84• 12 1/2' .-,.�--.- , TO 3•R STEP SHALL NOT BE MORE THAN 24' ABOVE THE INVERT.
I SQUARE CARRIAGE - I : •
-12" �• _ HOLES BOLTS AND ^• s , . • 42 7 I/2' 90 13 I/4'
• ' HEX. NUTS ..: " _.:•• . - t.
` ,Y, • .T ,1 „ M� ` 8 43' 7 3/a• 96• 1a• 12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE:
• 48• 8• IO2• 15 1/2• A. MAIN LINE x 36" INSIDE DIAMETER OR LARGER. EXCEPT IF MAIN LINE
• - I - - ;?-� - (/, 2 SECTION C -C
• ANCHOR - SI• 8 I/2' 108' 16'
' •�' •' •' ' 4 N S4• 9• 114• 16 v2' RCP DOWNSTREAM OR MANHOLE IS 36' TO 42' INSIDE DIAMETER AND
3, •' • 12°' 57• 9 1/4• Ito' I7• MAIN LINE RCP UPSTREAM IS 33' OR LESS STANDARD PLAN 321 SHALL
1/1 1f STEEL, ANCHORS, ,
2 2 1/4 2 21.O.C.MAX.,ALTERNATE si , e . , 60' 9 1/2' 126' 17' TABLE OF VALUES FOR M (SEE NOTE I) BE USED.
ENO ANCHOR(TYP.) 6'X3/8"x8" " " ANCHOR UPPER AND LOWER AN-. �• � � • - 63' 10• 132' 17 1/2• PAVED STREET UNPAVED STREET
SPLICE PLATE " ' - " " CHORS AS SHOWN SECTION
2 4 4 2 66' 10 1/4' 138' 17 1/z' MAX. MIN, MAX. MIN.
JOINT 69' 10 3/4' 144' 18' A -A 2'-10 1/2• 3'-6'
END DETAIL SPLICE DETAIL 72• n• c -c n• 81/2• 16• IS•
PROTECTION BAR AND* SUPPORT BOLT(S) WITH B
• TE Q ~'
EDGES TO BE
ROUNED
FIXED STIRRUP(S) (TYPE B) ,;FVF1A;, �\ TO 3oR ~
1. ALL PARTS SMALL BE STEEL EXCEPT SET SCREWS, WHICH SMALL BE STAINLESS STEEL OR MASS.1 - !� C : a C
2•' EXCLUDIN6 SET SCREWS, ALL EXPOSED METAL PARTS SMALL BE GALYANIIED AFTER FASAICATIOM. At 00 �A NOTES II. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE:
3. CURB FACE SMALL BE AS NGTED O% THE PROJECT PLANS. - �i _J 1
3/4" DIA, PROTECTION BAR R. CURB BATTER SMALL BE 3:12 UNLESS OTHERWISE SPECIFIED. _J }� R I 0 i- A. MAIN LINE = 33' INSIDE DIAMETER OR LESS. (EXCEPTION - IF THE
OF SPUR ± I. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS MAIN LINE RCP DOWNSTREAM OF THE MANHOLE IS 36' TO 42' INSIDE
SUPPORT BOLT AND (2 SECTIONS MIN.) _ THAN 2'-10 1/2' FOR PAVED STREETS OR 3'-6' FOR UNPAVED STREETS, DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 33' OR LESS.)
FIXED STIRRUP(TYP.) THREADED EACH ENDp/2'NPT) FACE iuTE � z '-
" FACE PLATE "--
1/2"PIPE1/2`PIPE 1/2" PIPE - -_- CONSTRUCT SHAFT .PER SECTION C -C AND DETAIL 'N'. DEPTH M MAY BE STANDARD PLAN 320 OR STANDARD PLAN 322 IS NOT APPLICABLE
CAP(NPT) EYE BOLT COUPLING(NPT) EYE BOLT CAP(NPT) S. FACE PLATE LENGTHS SMALL BE CATCH BASIN M PLUS 12 INCHES EXCEPT AS MODIFIED FOR A •CURT F-
I , 7) 1 OPE%ING CATCH BASIN AT DRIVEWAY'. f �._ ALL STEEL REINF, REDUCED TO AN ABSOLUTE LIMIT OF 6' WHEN LARGER VALUES OF M. WHERE THE MAIN LINE CONDUIT IS LESS THAN 36' IN DIAMETER.
•4 a a• oC WOULD REDUCE H IN SECTION C -C TO 3'-6" OR LESS.
B. WHEN THE 1.66TH OF THE FACE PLATE 1S BETWEEN 22 FEET AND 13 FEET, 2 SECTIONS PAY BE USED. v I
JIIIII WHEN IME LENGTH EXCEEDS IS FEET, 3 SECTIONS MAY BE USED. SECTIONS SHALL BE SPLICED ACCORDING .4-' DETAIL "N" PLAN B. SEE SECTION A - A. THE MAXIMUM SIZE LATERAL THAT MAY BE
PLAN 2. H (IN SECTION A -A AND B -B) SHALL NOT BE LESS THAN 4'-0'. BUT MAY
TO THE APPLICABLE SPLICE DETAIL. SPLICE SMALL BE PLACED ONE FOOT FROM A SUPPORT BOLT. r BAN (RINGS AND COVER NOT SHOWN) CONNECTED TO THIS MANHOLE IS SUCH THAT THE DISTANCE FROM
Go BE INCREASED PROVIDED THAT THE VALUE OF M SHALL NOT BE LESS THE OUTSIDE (TOP) OF THE LATERAL TO THE BOTTOM OF THE 8'
I' "' 1• WHERE CATCH BASINS AAE TO BE CONSTRUCTED OR CURVES, THE MAXIMUM CHORD LEM6TM FOR THE FACE ' SEE NOTE I THAN THE MINIMUM SPECIFIED AND THAT THE REDUCER SHALL BE USED. THICK TOP OF THE MANHOLE CHAMBER, MEASURED VERTICALLY FROM
6• 6• PLATE SMALL BE SUCK TNAT THE MAXIMUM PERDENDICULAR DISTANCE TO THE TRUE CURVE SHALL NOT EXCEED (SHAFT NOT SHOWN) FOR H (IN SECTION C -C) SEE NOTE I.
ONE INCH. WHERE MORE TMAN ONE CHORD IS REQUIRED, CHORD LENGTHS SMALL BE EQUAL. CHORD SECTIONS THE END OF THE RCP. SHALL BE A MINMUM OF 6'.
W/2 ± SMALL BE SPLICED ACCORDING TO THE APPLICABLE SPLICE DETAIL (MODIFIED TO FIT THE CHORD DEFLECTION) STREET GRADE
AND A SUPPORT BOLT SMALL BE PLACED OWE FOOT FROM THE SPLICE- MANHOLE FRAME STREET GRADE 3. L SHALL BE 4'-0' UNLESS OTHERWISE SHOWN. L MAY BE INCREASED OR C. IF THE SIZE OF THE LATERAL IS SUCH THAT THE ABOVE-SPECIFIED
W AND COVER PER CONCRETE RINGS LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS. BUT ANY -CHANGE MINIMUM DISTANCES CANNOT BE MAINTAINED, THEN ONE OF THE
I. ROUND MEAD ANCHORS FOR THE FACE PLATE SMALL BE NELSON M-0 SMEAR CONNECTOR, K$% WELDING SYSTEMS STD. PLAN 630 PER STD. PLAN 324 5•x1• RING IN LOCATION OF THE SPUR MUST BE APPROVED BY THE ENGINEER. FOLLOWING ALTERNATE SOLUTIONS MUST BE USED.
DIVISION SMEAR CONNECTOR OR EQUAL- W_jl' 24• OMIT THIS STEP SEAT
ELEVATION co BDIT aT IN PAVED STREETSWJ 4. T SHALL BE 8' FOR VALUES OF H UP TO AND INCLUDING 8'-0' AND 10' FOR
Ia MANHOLE 24• vwiQ VALUES OF H OVER 8'-0'. I. PROVIDE A SPECIAL STRUCTURE.
!. SUPPORT BOLTS ARE REQUIRED WHEN THE LENGTH OF THE CATCH •ASI% DPENIMG IS 7 FEET OR GREATER, W' , SHAFT 16' FOR PAYED =__ °p ~
W' PER STD. 2. PROVIDE TWO STANDARD STRUCTURES, CONSISTING OF. THIS
AND SHALL BE EVENLY SPACED ACROSS THE OPENING. SPACING SNAIL NOT BE 1E55 THAN 3 FEET 6 INCHES H PLAN 324 STREETS. 2•-2° 9• L5• 5. STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT MANHOLE PLACED UPSTREAM OR DOWNSTREAM FROM THE APPLICABLE
OM CENTER NOR GREATER IMAM S FEET OM CENTER. FOR UNPAVED T 3•-6' T W W CENTER LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF
�, 3'-0• STREETS "'I I- JUNCTION STRUCTURE OR TRANSITION STRUCTURE.
FACE PLATE FACE PLATE STIRRUP __= 7. CO o SHAFT AND REFER TO THE PROLONGED INVERT GRADE LINES. SEE NOTE 3.
co `_'_ 5'x2• PIPE SEAT = a W 12. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630
10. FOR TYPE A, THE MATERIAL SHALL BE CAST STEEL- ,� L T a W �6. REINFORCEMENT SHALL CONFORM TO ASTM A 615 GRADE .40 AND SHALL UNLESS OTHERWISE SHOWN,
`'� st . • e•' :. ; ' �;�: �'• .�, • 1 • " T 3'-6• ROUND EDGES I/2' > ,�
4 TERMINATE 1 1/2*..CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE
• , ''i + , , • •, • PROTECTION BAR - ass zi
OF INLETS
• •.. �� Y .. , . A
IA." ; . ROUND EDGES
St10VYN, 13. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS
\�" . •? • . 11• TYPE A SMALL dF USED UNLESS OTHERWISE SPECIFIED. z °D
1/2• 7. FLOOR OF MANHOLE SHALL BE STE L TROWELED TO SPRING LINE. OTHERWISE SHOWN.
ti �'•�''• , • y • ', '• • 12• FOR TYPE A. THE. BAR SHALL BE CUT 10 FIT 19 THE FIELD. WHEN 'W' IS OYER 21 FEET, THE PROTECTION INLET ELEVATION
'- \• .. '
• �\\ �.�:: \'..1::�: � BAR SMALL CONSIST OF 2 DA MORE SECTIONS. A SPECIAL CONNECTOR BEIYEEN THE PaOTECTIO% DAR PIECES APPLIES AT THIS SECTION C C 14. WHERE A MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER IS SPECIFIED
' 111 \., I ��\, SHALL CONSIST OF A S-INCN LENGTH OF STANDARD 3/4 -INCH PIPE WITH STANDARD COUPLINGS FULLY THREADED POINT 8. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION REFER TO STANDARD PLAN 336.
W/ 3/4"HOLE W W TYP. / \ ONTO EACH END DRILLED AND TAPPED FOR A SOCKET SET SCHEN AS DETAILED FOR THE DOWNSTREAM END ANCHOR. EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY
< I/4 / I " 13• FOR TYPE 1 THE BAR SMALL BE TWO PIECES. TWO EYE )OLT$ AND A WELDED STIRRUP 0M EACH SUPPORT SOLI .- MAY BE PLACED AT SPRING LINE. 15. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS
SECTION A A
I/• HOLE ARE REQUIRED.SPECIFIED REFER TO STANDARD PLAN 328.
5/8'EYE BOLT °� / STATION LINE 9. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE
U WITH HEX NUTS SUPPORT BOLT ll. NUMBER OF PROTECTION BARS AND LOCATION (S) ARE AS FOLLOVSS A LEVEL SEAT BUT SHALL NOT BE LESS THAN 8'. 16. WHERE A PRESSURE MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER IS
_
3'�O•
1/2' 0 FIXED
10 STEPS SHALL CONFORM TO STANDARD PLAN 635 OR
SPECIFIED REFER TO STANDARD PLAN 329.
STIRRUP/ / PROTECTION BAR
PROTECTION BAR R•3/8"
1 R- 5/8" f-
/ f .. 0:12
+: t;... :. ; .• 2:12
N 12
• �••' �,�, ' ',� 1:12
TT ;D
I IS' T STEPS
HOOK ANCHOR - 6" TOP SLAB
636. UNLESS OTHERWISE
SHOWN, STEPS SHALL BE UNIFORMLY SPACED 14" TO 15' OC: THE LOWEST
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER ..
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AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
320-0
SHEET 2OF3
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
320-0
SHEET 3OF3
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CATCH BASIN FACE PLATE ASSEMBLY
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SHEET 1 OF 6
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STANDARDPI.AN
310-0
SHEET 3 OF i
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MANHOLE PIPE TO PIPE
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MAIN LINE ID = 36 OR LARGER
STANDARD
320-0
SHEET
MANHOLE PIPE TO PIPE
- MAIN LINE ID=36" OR LARGER
MANHOLE PIPE TO PIPE
MAIN LINE ID=36" OR LARGER
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CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
USEwITHSTANDAROSPECIFlCAT10NSFORPUBLICWORKSCONSTRUCTION
SECTION MAX. I MIN, I MAX. MIN,
326 MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER
PROTECTION BAR AND* SUPPORT BOLT(S) WITH B
• TE Q ~'
EDGES TO BE
ROUNED
FIXED STIRRUP(S) (TYPE B) ,;FVF1A;, �\ TO 3oR ~
1. ALL PARTS SMALL BE STEEL EXCEPT SET SCREWS, WHICH SMALL BE STAINLESS STEEL OR MASS.1 - !� C : a C
2•' EXCLUDIN6 SET SCREWS, ALL EXPOSED METAL PARTS SMALL BE GALYANIIED AFTER FASAICATIOM. At 00 �A NOTES II. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE:
3. CURB FACE SMALL BE AS NGTED O% THE PROJECT PLANS. - �i _J 1
3/4" DIA, PROTECTION BAR R. CURB BATTER SMALL BE 3:12 UNLESS OTHERWISE SPECIFIED. _J }� R I 0 i- A. MAIN LINE = 33' INSIDE DIAMETER OR LESS. (EXCEPTION - IF THE
OF SPUR ± I. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS MAIN LINE RCP DOWNSTREAM OF THE MANHOLE IS 36' TO 42' INSIDE
SUPPORT BOLT AND (2 SECTIONS MIN.) _ THAN 2'-10 1/2' FOR PAVED STREETS OR 3'-6' FOR UNPAVED STREETS, DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 33' OR LESS.)
FIXED STIRRUP(TYP.) THREADED EACH ENDp/2'NPT) FACE iuTE � z '-
" FACE PLATE "--
1/2"PIPE1/2`PIPE 1/2" PIPE - -_- CONSTRUCT SHAFT .PER SECTION C -C AND DETAIL 'N'. DEPTH M MAY BE STANDARD PLAN 320 OR STANDARD PLAN 322 IS NOT APPLICABLE
CAP(NPT) EYE BOLT COUPLING(NPT) EYE BOLT CAP(NPT) S. FACE PLATE LENGTHS SMALL BE CATCH BASIN M PLUS 12 INCHES EXCEPT AS MODIFIED FOR A •CURT F-
I , 7) 1 OPE%ING CATCH BASIN AT DRIVEWAY'. f �._ ALL STEEL REINF, REDUCED TO AN ABSOLUTE LIMIT OF 6' WHEN LARGER VALUES OF M. WHERE THE MAIN LINE CONDUIT IS LESS THAN 36' IN DIAMETER.
•4 a a• oC WOULD REDUCE H IN SECTION C -C TO 3'-6" OR LESS.
B. WHEN THE 1.66TH OF THE FACE PLATE 1S BETWEEN 22 FEET AND 13 FEET, 2 SECTIONS PAY BE USED. v I
JIIIII WHEN IME LENGTH EXCEEDS IS FEET, 3 SECTIONS MAY BE USED. SECTIONS SHALL BE SPLICED ACCORDING .4-' DETAIL "N" PLAN B. SEE SECTION A - A. THE MAXIMUM SIZE LATERAL THAT MAY BE
PLAN 2. H (IN SECTION A -A AND B -B) SHALL NOT BE LESS THAN 4'-0'. BUT MAY
TO THE APPLICABLE SPLICE DETAIL. SPLICE SMALL BE PLACED ONE FOOT FROM A SUPPORT BOLT. r BAN (RINGS AND COVER NOT SHOWN) CONNECTED TO THIS MANHOLE IS SUCH THAT THE DISTANCE FROM
Go BE INCREASED PROVIDED THAT THE VALUE OF M SHALL NOT BE LESS THE OUTSIDE (TOP) OF THE LATERAL TO THE BOTTOM OF THE 8'
I' "' 1• WHERE CATCH BASINS AAE TO BE CONSTRUCTED OR CURVES, THE MAXIMUM CHORD LEM6TM FOR THE FACE ' SEE NOTE I THAN THE MINIMUM SPECIFIED AND THAT THE REDUCER SHALL BE USED. THICK TOP OF THE MANHOLE CHAMBER, MEASURED VERTICALLY FROM
6• 6• PLATE SMALL BE SUCK TNAT THE MAXIMUM PERDENDICULAR DISTANCE TO THE TRUE CURVE SHALL NOT EXCEED (SHAFT NOT SHOWN) FOR H (IN SECTION C -C) SEE NOTE I.
ONE INCH. WHERE MORE TMAN ONE CHORD IS REQUIRED, CHORD LENGTHS SMALL BE EQUAL. CHORD SECTIONS THE END OF THE RCP. SHALL BE A MINMUM OF 6'.
W/2 ± SMALL BE SPLICED ACCORDING TO THE APPLICABLE SPLICE DETAIL (MODIFIED TO FIT THE CHORD DEFLECTION) STREET GRADE
AND A SUPPORT BOLT SMALL BE PLACED OWE FOOT FROM THE SPLICE- MANHOLE FRAME STREET GRADE 3. L SHALL BE 4'-0' UNLESS OTHERWISE SHOWN. L MAY BE INCREASED OR C. IF THE SIZE OF THE LATERAL IS SUCH THAT THE ABOVE-SPECIFIED
W AND COVER PER CONCRETE RINGS LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS. BUT ANY -CHANGE MINIMUM DISTANCES CANNOT BE MAINTAINED, THEN ONE OF THE
I. ROUND MEAD ANCHORS FOR THE FACE PLATE SMALL BE NELSON M-0 SMEAR CONNECTOR, K$% WELDING SYSTEMS STD. PLAN 630 PER STD. PLAN 324 5•x1• RING IN LOCATION OF THE SPUR MUST BE APPROVED BY THE ENGINEER. FOLLOWING ALTERNATE SOLUTIONS MUST BE USED.
DIVISION SMEAR CONNECTOR OR EQUAL- W_jl' 24• OMIT THIS STEP SEAT
ELEVATION co BDIT aT IN PAVED STREETSWJ 4. T SHALL BE 8' FOR VALUES OF H UP TO AND INCLUDING 8'-0' AND 10' FOR
Ia MANHOLE 24• vwiQ VALUES OF H OVER 8'-0'. I. PROVIDE A SPECIAL STRUCTURE.
!. SUPPORT BOLTS ARE REQUIRED WHEN THE LENGTH OF THE CATCH •ASI% DPENIMG IS 7 FEET OR GREATER, W' , SHAFT 16' FOR PAYED =__ °p ~
W' PER STD. 2. PROVIDE TWO STANDARD STRUCTURES, CONSISTING OF. THIS
AND SHALL BE EVENLY SPACED ACROSS THE OPENING. SPACING SNAIL NOT BE 1E55 THAN 3 FEET 6 INCHES H PLAN 324 STREETS. 2•-2° 9• L5• 5. STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT MANHOLE PLACED UPSTREAM OR DOWNSTREAM FROM THE APPLICABLE
OM CENTER NOR GREATER IMAM S FEET OM CENTER. FOR UNPAVED T 3•-6' T W W CENTER LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF
�, 3'-0• STREETS "'I I- JUNCTION STRUCTURE OR TRANSITION STRUCTURE.
FACE PLATE FACE PLATE STIRRUP __= 7. CO o SHAFT AND REFER TO THE PROLONGED INVERT GRADE LINES. SEE NOTE 3.
co `_'_ 5'x2• PIPE SEAT = a W 12. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630
10. FOR TYPE A, THE MATERIAL SHALL BE CAST STEEL- ,� L T a W �6. REINFORCEMENT SHALL CONFORM TO ASTM A 615 GRADE .40 AND SHALL UNLESS OTHERWISE SHOWN,
`'� st . • e•' :. ; ' �;�: �'• .�, • 1 • " T 3'-6• ROUND EDGES I/2' > ,�
4 TERMINATE 1 1/2*..CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE
• , ''i + , , • •, • PROTECTION BAR - ass zi
OF INLETS
• •.. �� Y .. , . A
IA." ; . ROUND EDGES
St10VYN, 13. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS
\�" . •? • . 11• TYPE A SMALL dF USED UNLESS OTHERWISE SPECIFIED. z °D
1/2• 7. FLOOR OF MANHOLE SHALL BE STE L TROWELED TO SPRING LINE. OTHERWISE SHOWN.
ti �'•�''• , • y • ', '• • 12• FOR TYPE A. THE. BAR SHALL BE CUT 10 FIT 19 THE FIELD. WHEN 'W' IS OYER 21 FEET, THE PROTECTION INLET ELEVATION
'- \• .. '
• �\\ �.�:: \'..1::�: � BAR SMALL CONSIST OF 2 DA MORE SECTIONS. A SPECIAL CONNECTOR BEIYEEN THE PaOTECTIO% DAR PIECES APPLIES AT THIS SECTION C C 14. WHERE A MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER IS SPECIFIED
' 111 \., I ��\, SHALL CONSIST OF A S-INCN LENGTH OF STANDARD 3/4 -INCH PIPE WITH STANDARD COUPLINGS FULLY THREADED POINT 8. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION REFER TO STANDARD PLAN 336.
W/ 3/4"HOLE W W TYP. / \ ONTO EACH END DRILLED AND TAPPED FOR A SOCKET SET SCHEN AS DETAILED FOR THE DOWNSTREAM END ANCHOR. EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY
< I/4 / I " 13• FOR TYPE 1 THE BAR SMALL BE TWO PIECES. TWO EYE )OLT$ AND A WELDED STIRRUP 0M EACH SUPPORT SOLI .- MAY BE PLACED AT SPRING LINE. 15. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS
SECTION A A
I/• HOLE ARE REQUIRED.SPECIFIED REFER TO STANDARD PLAN 328.
5/8'EYE BOLT °� / STATION LINE 9. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE
U WITH HEX NUTS SUPPORT BOLT ll. NUMBER OF PROTECTION BARS AND LOCATION (S) ARE AS FOLLOVSS A LEVEL SEAT BUT SHALL NOT BE LESS THAN 8'. 16. WHERE A PRESSURE MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER IS
_
3'�O•
1/2' 0 FIXED
10 STEPS SHALL CONFORM TO STANDARD PLAN 635 OR
SPECIFIED REFER TO STANDARD PLAN 329.
STIRRUP/ / PROTECTION BAR
PROTECTION BAR R•3/8"
1 R- 5/8" f-
/ f .. 0:12
+: t;... :. ; .• 2:12
N 12
• �••' �,�, ' ',� 1:12
EYE BOLT DETAIL STIRRUP DETAIL ,
FOR OTHER CURB FACE OR BATTER, SEE.PROJECT PLANS
TT ;D
I IS' T STEPS
636. UNLESS OTHERWISE
SHOWN, STEPS SHALL BE UNIFORMLY SPACED 14" TO 15' OC: THE LOWEST
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
_-
THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN:
MEMOMM®MM®®®®
MQE®®®®MM®®®®
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AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STEP SHALL NOT BE MORE THAN 24' ABOVE THE LEDGE AT THE SIDE OF
MuMMMMMM®®®®M
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
310-0 •
SHEET 6 OF i
-AGC
JOINT COOPERATT E COMMITTEE
ORM®®®MM®®®�i�'',
STANDARD PLAN
321-0
SHEET 1 OF 3
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
TAB OF VA M T
LE LUES FOR (SEE NOTE I)
3'R PAVED STREET UNPAVED STREET
UMMMMMM®®®MU®
THE MANHOLE.
STANDARD PLAN
321-0
SHEET 3 OF 3
324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER
CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR
MANHOLE PIPE TO PIPE (ONE OR BOTH
MAIN LINE ID'S 33" OR SMALLER
MANHOLE PIPE TO PIPE (ONE OR BOTH
MAIN LINE ID'S 33" OR SMALLER)
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
SECTION MAX. I MIN, I MAX. MIN,
EYE BOLT DETAIL STIRRUP DETAIL ,
FOR OTHER CURB FACE OR BATTER, SEE.PROJECT PLANS
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QRECnR® DRAWI N%�7._ fid. GVRr/t//�' ,ecY
THE INFORMATION ON THIS DRAWING IS OBTAINED FROM
0THF'RS-_AND MUST; BE ,VERIFIED IN "THE FIELD SY
3/31y3:
AINYONIr. PRIORTO USE; QR- CONSTRUCTION. f
CONSULTANT IS NOT RESPONSIBLE. FOR UNDERGROUND,��ly� '
FACT"ITY LOCATIONS -,OR .OR DEPICTIONS.- ALL ABOVE fir
J., °
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_
GROUND. FACILITIES -CAN EE READILY SEEN AND VERIFIED = .
BY THE PARTIES T HAT INTEND TO USE SAME:
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123198 CITY OF FONTANA, CALIFORNIA
®� DRAWN Y SCALE•
CA�•�� r�CInc. STORM DRAIN IMPROVEMENT PLANS N
omri Civil Engineering • Planning Surveying •Public Works KDL AS SHOWN r;�C
9 9 9 Y 9 DESIGNED BY DETAIL SHEET
13821 Newport Ave,, Suite 200 - Tustin, CA 92680-7803 • 714/544-3404 SS �v
CHECKED BY TRACT NO. 14274, 14274-1 & 14274-2 DATE: `-
REC`RF"`-"""'AW1:
y PREPARED UNDER THE SUPERVISION OF:
). I REc-ORD DRAWtNCI, 1126 q �.0 .�T JOB N0. APPROVED: •`� R. N0SHY. N0.
M
REVISIONS eR s' DATE ��n DATE C. HOGAN C.E. 26229 DATE: 4439-000<< CITY ENGINEER, R.C.E. 25126 DATE ?3R_45P 6 OF 8
PROVAL APPROVAL p
r
TT ;D
I IS' T STEPS
636. UNLESS OTHERWISE
SHOWN, STEPS SHALL BE UNIFORMLY SPACED 14" TO 15' OC: THE LOWEST
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
_-
THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN:
T
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STEP SHALL NOT BE MORE THAN 24' ABOVE THE LEDGE AT THE SIDE OF
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
310-0 •
SHEET 6 OF i
-AGC
JOINT COOPERATT E COMMITTEE
NE 0
MANHOLE E ID'S 33PE TO � OR PE SMALLLE
BOTH MAIN LIN R
STANDARD PLAN
321-0
SHEET 1 OF 3
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
TAB OF VA M T
LE LUES FOR (SEE NOTE I)
3'R PAVED STREET UNPAVED STREET
THE MANHOLE.
STANDARD PLAN
321-0
SHEET 3 OF 3
324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER
CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR
MANHOLE PIPE TO PIPE (ONE OR BOTH
MAIN LINE ID'S 33" OR SMALLER
MANHOLE PIPE TO PIPE (ONE OR BOTH
MAIN LINE ID'S 33" OR SMALLER)
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
SECTION MAX. I MIN, I MAX. MIN,
326 MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER
I A -A 2'-10 1/2• 3•-6•
I
328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC
a
4• I L+2T-8• 4• c -c I1• 8 I/z• 16• Is•
329 PRESSURE MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER
630 24 -INCH MANHOLE FRAME AND COVER
,
633 36 -INCH MANHOLE FRAME AND COVER
N
e�
NV�GRADE
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
OPTIONAL BOTTOM POINTS.
SEE NOTE 5
SECTION B -B
C rp
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QRECnR® DRAWI N%�7._ fid. GVRr/t//�' ,ecY
THE INFORMATION ON THIS DRAWING IS OBTAINED FROM
0THF'RS-_AND MUST; BE ,VERIFIED IN "THE FIELD SY
3/31y3:
AINYONIr. PRIORTO USE; QR- CONSTRUCTION. f
CONSULTANT IS NOT RESPONSIBLE. FOR UNDERGROUND,��ly� '
FACT"ITY LOCATIONS -,OR .OR DEPICTIONS.- ALL ABOVE fir
J., °
�- f
_
GROUND. FACILITIES -CAN EE READILY SEEN AND VERIFIED = .
BY THE PARTIES T HAT INTEND TO USE SAME:
¢� lea. X12 ...
123198 CITY OF FONTANA, CALIFORNIA
®� DRAWN Y SCALE•
CA�•�� r�CInc. STORM DRAIN IMPROVEMENT PLANS N
omri Civil Engineering • Planning Surveying •Public Works KDL AS SHOWN r;�C
9 9 9 Y 9 DESIGNED BY DETAIL SHEET
13821 Newport Ave,, Suite 200 - Tustin, CA 92680-7803 • 714/544-3404 SS �v
CHECKED BY TRACT NO. 14274, 14274-1 & 14274-2 DATE: `-
REC`RF"`-"""'AW1:
y PREPARED UNDER THE SUPERVISION OF:
). I REc-ORD DRAWtNCI, 1126 q �.0 .�T JOB N0. APPROVED: •`� R. N0SHY. N0.
M
REVISIONS eR s' DATE ��n DATE C. HOGAN C.E. 26229 DATE: 4439-000<< CITY ENGINEER, R.C.E. 25126 DATE ?3R_45P 6 OF 8
PROVAL APPROVAL p
r
-*TYPE A PROTECTION BAR ONLY
-
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
310-0
SHEET B OF i
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
310-0 •
SHEET 6 OF i
-AGC
JOINT COOPERATT E COMMITTEE
NE 0
MANHOLE E ID'S 33PE TO � OR PE SMALLLE
BOTH MAIN LIN R
STANDARD PLAN
321-0
SHEET 1 OF 3
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
� 321-0
SHEET 2 OF 3
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
321-0
SHEET 3 OF 3
CATCH BASIN FACE PLATE ASSEMBLYAND PROTECTION BAR
CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR
MANHOLE PIPE TO PIPE (ONE OR BOTH
MAIN LINE ID'S 33" OR SMALLER
MANHOLE PIPE TO PIPE (ONE OR BOTH
MAIN LINE ID'S 33" OR SMALLER)
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
C rp
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QRECnR® DRAWI N%�7._ fid. GVRr/t//�' ,ecY
THE INFORMATION ON THIS DRAWING IS OBTAINED FROM
0THF'RS-_AND MUST; BE ,VERIFIED IN "THE FIELD SY
3/31y3:
AINYONIr. PRIORTO USE; QR- CONSTRUCTION. f
CONSULTANT IS NOT RESPONSIBLE. FOR UNDERGROUND,��ly� '
FACT"ITY LOCATIONS -,OR .OR DEPICTIONS.- ALL ABOVE fir
J., °
�- f
_
GROUND. FACILITIES -CAN EE READILY SEEN AND VERIFIED = .
BY THE PARTIES T HAT INTEND TO USE SAME:
¢� lea. X12 ...
123198 CITY OF FONTANA, CALIFORNIA
®� DRAWN Y SCALE•
CA�•�� r�CInc. STORM DRAIN IMPROVEMENT PLANS N
omri Civil Engineering • Planning Surveying •Public Works KDL AS SHOWN r;�C
9 9 9 Y 9 DESIGNED BY DETAIL SHEET
13821 Newport Ave,, Suite 200 - Tustin, CA 92680-7803 • 714/544-3404 SS �v
CHECKED BY TRACT NO. 14274, 14274-1 & 14274-2 DATE: `-
REC`RF"`-"""'AW1:
y PREPARED UNDER THE SUPERVISION OF:
). I REc-ORD DRAWtNCI, 1126 q �.0 .�T JOB N0. APPROVED: •`� R. N0SHY. N0.
M
REVISIONS eR s' DATE ��n DATE C. HOGAN C.E. 26229 DATE: 4439-000<< CITY ENGINEER, R.C.E. 25126 DATE ?3R_45P 6 OF 8
PROVAL APPROVAL p
r