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ING
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MANHOLE FRAMEVi
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STEPS
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DOWEL ITYIPJ
PLAN DOWEL DETAI(
STRUCTURAL DATA
WALL AND SLAB DlMrNSIONS AND
REINFORCeMENT REOUIREMENTS
I RCINFORCtWE
MAX MAX I REQUIRED IN
W VFI#011T
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I -IQ lm3i511 2,4 m(W) 150 nv*6') I" 1"rrA61j
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La M ,) 150 mints') goo mftten
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FOR )L 9 *jEI ° J, 4 a 3,5 rmtt-j 00 B s L2 k4') SEE PA6,Iftl PLANS
,AME; ICAN PUBLIC WORKS ASSOCtATtON - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
PAOWJL43ATEDDY THE METRIC
PIOLIOWORK-MANDAR0 INC, CURB OPENING CATCH BASIN
300-2
USE VATH STANDARD SPECIFICATIONS FOR PUBLIC. WORKS CONSTRUCTION 54EET I OF 2
NMI
I.. WHERE THE BASIN IS TO BE CONS'TRUC1151D WIT14IN THE LIMITS OF EXISTING MIR PROPOSED
SIDEWALK OR IS CON171GUOUS T-0UC'H.SIDCWALK. THE TOP SLAB OF THE BASIN MAY BE
POURED, EITHER MONDLITHfC:WITH THE SIDEWALK OR SEPARATELY, USING T -HE SAME CLASS
Or CONCRETE AS IK THE 3A IIWHEN POURED MONGLITH I"- ALLY� THE SIDEWALK $HALL NE
PROVIDED WITH A WEAKENED -PLANE OR A.25 mm(19..DEEP SAWCUT CONTINUOUSLY AROUNO....
THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS. INCLUDINIO ACROSS THEFULL WIDTH
Or THE SIDEWALK, SURFACE OF ALL. EXPOSED CONCRETE SHALL CONFORM 1?4 SLOPEGRADE
COLOR, FINISH, AND SCORING TO �rXISTING OR: PROPOSED CURB AND WALK ADJACENt To TP(E
6A$IN.
2. ALL CQRVED-CONCRIE-TE SURFACES SHALL BE:..FORMED RY: CORVED FORMS. AND SHALL NOT BE,
SHAPE() BY PLASTERING.
3. FLOOR OF BASIN ail E GIVEN A STEEL TROWEL FINISIS AN 0 SHALL HAVE' A LDNGfT1UDINAL
AND LATERAL SLOPE OF102 MINIMUM AND 1114 MAXIMtft EXCEPT WHERE THE GUTTER GRADE
EXCEEDS, 8:PERCENT. IN WHICH CASE THE LONGITUD11INAL SLOPE OF THE FLOOR SMALL BE
THE SAMEAS THE 'GUTTER, GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET.
B, 0 970
V THE, DIFFERENCE IN ELEVATIaN BETWEEN THE TOP OF THE CURB AND THE INVERT OF
THECATCH BASIN AT THE, OUTLET a 1,35 M(4.5'),.
VU TIME 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, all'r SHALL *40 7 9E LiSS THAN 4.Uif"l® FACE PLUS 300 mmAlv).
V, THE DIFFERENCE: IN, ELEVATION BETWEEN THE TOP OF THE ICUIk!B AND: THt:jNVERt OF
THE INLET. NOIED014, THC PROJECT. PLANS:
4 w NOTIF0 ON THE PROJECT PLAi4s.
W NOTE! ON T PROJECT PLANS.
'A THE: ANGLE, IN DECREES, INTERCEPTED BY, THE CENTERLINE Or THE CONNECTOR PIPE
AND THE CATCH CA IN WALL 70 WHICH THE CONNECTOR PIPE IS ATTACHED.
5, PLACE COINNEItTOA PIPES AS INDICATED ON THE PROJECT PLANS, UNLESS OTHERWISE SIP I ECI-
FIED .,THE CONNED "OR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN,
W,HE§E THE CONNECTOR PIPE IS SHOWN AT A CORNER. 'THE CENTERLINE OF THE PIPE SHALL
INTERSECT THE INSIDE CORNER OF THE BASIN, THE PIPE MAY BE CUT AND TRIMMED AT A
!�KEWNECESSARY TO INSURE MINIMUM 80 mm(5*) PIPE EMSEDMENT. ALL AROUND, WITHIN
7HE, CATCH.BASIN. WALL, AND 75 rmm(31) RADIUS OF ROUNDING OF STRUCTURE CONCRETE,
ALL AROUNID. AojAiCENT TO PIPE ENDS: A MONOLITHIC CATCH BASIN CONNECTION SHALL BE
USED TO.00IN THE CONNECTOR RIPE TO: THE CATCH BASIN WHENEVER ANGLE 'A* IS LESS THAN
TO DE43REE'S OR GREATER THAN.110. IDEGRIZES, OR WHENEVER THE CIONNECToR PIPE it ILOCATEo
IN A CORNER. THE OPTIONAL USE. OF A MONOLITHIC
.CATCH, BASIN CONNECTION IN: ANY CASE
IS PERMITTED, MONOLITHIC CATCH BASS IN CONNECTIONS MAY BE CONSTRUcTED TO�,AVOI[o CUr-
TING STANDARD LENGTHS 0FRIPE.
6. STEPS SHALL BE LOCATCD AS SROWW (F THE CONNECTOR PIPE INTERFERES WITH 114E -5 TERS.
THEY SHALL BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM ENDWALL. STEPS, SHALL
BE SPACED 300 3c1it1Ii2l APART. THE TOP STEP SHALL HE 175 MrA171. :BELOW THE: TOP TO: THE
MANHOLE AND PROJECT 65 MM12-1/21, ALL OTHERSTEPS !§HALL PROJECT 130 mm(51).
7DOWELS ARE ACQUIRED AT EACH CORNER AND AT Z rni7') ON CENTER (MAXtMUM) ALONG THE
EACI WALL.
6" tIHIE:.r,6L " L014NG STANDARD PLANS ARE INCORPORATED HEREIN:
308 MONOLITHIC CATCH BASIN CONNECTION
1309 CATCH BASIN REINFORCEMENT
310 CATCH EIA5,14 FACE PLATE ASSEMBLY AND, PROTECTION BAR
312 CATCH BASIN MANHOLE FRAME AND COVER
1635 STEEL STEP
656 POLYPROPYLENE PLASTIC STEP
9, OfMENISIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE Noy rxACT rotjAL
AMERICAN PUBLIC Wi5k AS ddikn]DN - SOUTHERN CALIFORNIA CHAPT -R _ STANDAROPLAN
-2
CURB O 3,00
PENING CATCH BASIN SHEEri201`2
P -) G2 CP-)
I J, �2)
1�
(:71
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n 00
4-
n
(0 U-) (0
ILO (6
CO
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c6 r�
(.6
W)
Cr.
c3j
+
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rc
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-
F
NMI
I.. WHERE THE BASIN IS TO BE CONS'TRUC1151D WIT14IN THE LIMITS OF EXISTING MIR PROPOSED
SIDEWALK OR IS CON171GUOUS T-0UC'H.SIDCWALK. THE TOP SLAB OF THE BASIN MAY BE
POURED, EITHER MONDLITHfC:WITH THE SIDEWALK OR SEPARATELY, USING T -HE SAME CLASS
Or CONCRETE AS IK THE 3A IIWHEN POURED MONGLITH I"- ALLY� THE SIDEWALK $HALL NE
PROVIDED WITH A WEAKENED -PLANE OR A.25 mm(19..DEEP SAWCUT CONTINUOUSLY AROUNO....
THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS. INCLUDINIO ACROSS THEFULL WIDTH
Or THE SIDEWALK, SURFACE OF ALL. EXPOSED CONCRETE SHALL CONFORM 1?4 SLOPEGRADE
COLOR, FINISH, AND SCORING TO �rXISTING OR: PROPOSED CURB AND WALK ADJACENt To TP(E
6A$IN.
2. ALL CQRVED-CONCRIE-TE SURFACES SHALL BE:..FORMED RY: CORVED FORMS. AND SHALL NOT BE,
SHAPE() BY PLASTERING.
3. FLOOR OF BASIN ail E GIVEN A STEEL TROWEL FINISIS AN 0 SHALL HAVE' A LDNGfT1UDINAL
AND LATERAL SLOPE OF102 MINIMUM AND 1114 MAXIMtft EXCEPT WHERE THE GUTTER GRADE
EXCEEDS, 8:PERCENT. IN WHICH CASE THE LONGITUD11INAL SLOPE OF THE FLOOR SMALL BE
THE SAMEAS THE 'GUTTER, GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET.
B, 0 970
V THE, DIFFERENCE IN ELEVATIaN BETWEEN THE TOP OF THE CURB AND THE INVERT OF
THECATCH BASIN AT THE, OUTLET a 1,35 M(4.5'),.
VU TIME 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, all'r SHALL *40 7 9E LiSS THAN 4.Uif"l® FACE PLUS 300 mmAlv).
V, THE DIFFERENCE: IN, ELEVATION BETWEEN THE TOP OF THE ICUIk!B AND: THt:jNVERt OF
THE INLET. NOIED014, THC PROJECT. PLANS:
4 w NOTIF0 ON THE PROJECT PLAi4s.
W NOTE! ON T PROJECT PLANS.
'A THE: ANGLE, IN DECREES, INTERCEPTED BY, THE CENTERLINE Or THE CONNECTOR PIPE
AND THE CATCH CA IN WALL 70 WHICH THE CONNECTOR PIPE IS ATTACHED.
5, PLACE COINNEItTOA PIPES AS INDICATED ON THE PROJECT PLANS, UNLESS OTHERWISE SIP I ECI-
FIED .,THE CONNED "OR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN,
W,HE§E THE CONNECTOR PIPE IS SHOWN AT A CORNER. 'THE CENTERLINE OF THE PIPE SHALL
INTERSECT THE INSIDE CORNER OF THE BASIN, THE PIPE MAY BE CUT AND TRIMMED AT A
!�KEWNECESSARY TO INSURE MINIMUM 80 mm(5*) PIPE EMSEDMENT. ALL AROUND, WITHIN
7HE, CATCH.BASIN. WALL, AND 75 rmm(31) RADIUS OF ROUNDING OF STRUCTURE CONCRETE,
ALL AROUNID. AojAiCENT TO PIPE ENDS: A MONOLITHIC CATCH BASIN CONNECTION SHALL BE
USED TO.00IN THE CONNECTOR RIPE TO: THE CATCH BASIN WHENEVER ANGLE 'A* IS LESS THAN
TO DE43REE'S OR GREATER THAN.110. IDEGRIZES, OR WHENEVER THE CIONNECToR PIPE it ILOCATEo
IN A CORNER. THE OPTIONAL USE. OF A MONOLITHIC
.CATCH, BASIN CONNECTION IN: ANY CASE
IS PERMITTED, MONOLITHIC CATCH BASS IN CONNECTIONS MAY BE CONSTRUcTED TO�,AVOI[o CUr-
TING STANDARD LENGTHS 0FRIPE.
6. STEPS SHALL BE LOCATCD AS SROWW (F THE CONNECTOR PIPE INTERFERES WITH 114E -5 TERS.
THEY SHALL BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM ENDWALL. STEPS, SHALL
BE SPACED 300 3c1it1Ii2l APART. THE TOP STEP SHALL HE 175 MrA171. :BELOW THE: TOP TO: THE
MANHOLE AND PROJECT 65 MM12-1/21, ALL OTHERSTEPS !§HALL PROJECT 130 mm(51).
7DOWELS ARE ACQUIRED AT EACH CORNER AND AT Z rni7') ON CENTER (MAXtMUM) ALONG THE
EACI WALL.
6" tIHIE:.r,6L " L014NG STANDARD PLANS ARE INCORPORATED HEREIN:
308 MONOLITHIC CATCH BASIN CONNECTION
1309 CATCH BASIN REINFORCEMENT
310 CATCH EIA5,14 FACE PLATE ASSEMBLY AND, PROTECTION BAR
312 CATCH BASIN MANHOLE FRAME AND COVER
1635 STEEL STEP
656 POLYPROPYLENE PLASTIC STEP
9, OfMENISIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE Noy rxACT rotjAL
AMERICAN PUBLIC Wi5k AS ddikn]DN - SOUTHERN CALIFORNIA CHAPT -R _ STANDAROPLAN
-2
CURB O 3,00
PENING CATCH BASIN SHEEri201`2
P -) G2 CP-)
I J, �2)
1�
co to cl
r-- M 00
C�o 4-
n 00
4-
n
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(.6
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CAM Wr W -N, H--4-
CATCH BASIN IF 1 MAP -
STA *3417
NOT TO SCALE
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wj-
A
CUPID or'EMIKO 17 f
2,gpp
POINT C
-�A
POINT
W F L4 --A
—,iISE cm4 iF rtow
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D
CURB, �OP50114G
T
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PV IT
PONT C�L,"
ur
(ill T r
IMIRZOTION OF FLOW ------
r
SECTION A -A
Ate ICAN PT
PROMMATRO BY71*,
amt, C W;YVXS VAMAN M 04C:,
srtM413 c*WVTTFI�
'I DPA
V.' use V
000���*F
II� F
I ALL L0,0SED, 'EDGES SHALL PE ROUNOFFIDTO A 15 mtHALF INCH,) RADIUS,
2. NE CUR$ FACL AT P0.1N , TIS: A AND D SHALL SE THF NORMAL CURB FrACE OF,THE ADJACENT Cum";
THE CURB FACE AT- PoINTS IB 'AND C SHALL BE THE NORMAL CURSo FACE, OF THE ADJACEr"ir cu:RB
PLH (SEE AP
US PLIC ABLIE, CATCH BASIN STANDARD PLAN),
IN EXiS71N(4 STREETS WkEOF NO PAVFmFNT REMODELINO I$ INDICAfEb, t,4E ELEVATION Or TiAe,
OUTER UDGE or THE LOCAL DEPRESSION SHAU- MtET THIC FimpiED. STREET SURFACE,
4, UN NEW STRELTS, OR, IN, EXISTING STI Ef.'Ts WH,E,RE PAVEMENT REMODELING IS INDICATIED.-
THE ELEVATIONS OF POINTS r AND G SHALL. SE :5 Hk IRIGHXR tHAIN THE GUTTER FLOW LINE
ELEENATIONS, A7 .F1,013
NTS A AND 0, RESFEcTIVELY.
THE. EILEVATI.ON$. OF POINTS P AND R SHALL -RE I ET :H2 ;H I G .4 ER T H MIN
THE GUTTEA F014N LINE
ELEVAT*N;5 C4 POINTS D AND Cj RIIESIPEQTIIVEI Y�-
THE E OF ROINT.8 8HkLL BE S* r'T H Hk3HER THAN THE ELEVATION AT THE NEAREST
GU71ER FLOW LINE.
WH.4RE THERE M NO ADJACENT TO T F E LOCAL DEPPrssioN, THE ELEVATIOiN OF POPNT
E SRAI-L ec SET' H, HIGHER THAN THE ELEVATION AT THE NEAREST TOE OF CURB -
r -I No,rFD ON THE PROJECT PLANS.
I -I NOTED 0 N THE PROJECT PI.ANS.
H2 - NOTED ON TIME PROJECT PLANS.
H:,I, NOTED,: 6N THE PROJECT PLANS,
G 600 MM Fett)
V� FeeO
L 1;s 11.S ax
Piet)
FSI (4 Ftet)
Wj, ID'ATCH BA$IN W FOR ONE CA7CH BASIN, ORI :DISTARIcE BE,,rWFFN EXTREME:END WALLS
,FOP MUTIPLF CATC!,-I BASft�S,,
THE THIMPIESS OF: TRELOcAL DEPRESSION SHALL BE 200 mm (8 IN->°prS�.
6 'D I M F'NS I ,.) rn SHOWN ON THIS iRLAr; mR. Muaic Ar;D Er,4GI.I6H UNITS Akr :NOT EXACTLY EQ(,,!AL
VALUE$, IF METRIC UNITS ARZ:U54-0,ALL mum> USED FOR CONSrFW,'-Tj0NI SAALL BE METRIc
VALUESj EXCEPT REINFORt
CI `G OAR �SIZ4 S IN ENGLISH UNITS N1 AYSE.SURSTITUTED FOR M1TRIC
BAR SIZF�S. IF ENGLISH Umit, ARE USED, ALL �IALUES LJSF-D FOR CONSTPUCTION: SIIALL RE EN . GUSH
VAI IFS.
CASE 'A W-21, W
CATCH BASIN # 2 DETAL
STA 11+35.17
NOT TO SCALE
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CASE 'A W-21, W
CATCH BASIN # 2 DETAL
STA 11+35.17
NOT TO SCALE
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CASES', W -U, H-'4
r3 -' CATCH BASIN # 3 UE
STA. *1299
NOT TO SCALE
2 a Ea 2
C'4 C4 00 00
12 �2 G -j 00Oi Cn CN CV
LOCO (0 n 0) 0) C0 U') LO 00 00
r', N00 (Z) + O N—(0 C4 r� PO
06 r< 06 r� 06 rl:
� r2 �
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A, RECORD DOCUMENT �Q- 12 �Q- GJ- �Q- 17-1 UJ �2- G2 12 G2 E2 �U- I J, �U- G2 UJ UJ U EZ!
r-, r-, q- 14- — 00 I CO '-4- 4- � � C,4 C-4 C:> O I-, -,t I fid -
C:, O CN Cq
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These Record Documents We been prepared based
CS a; CS M* C5 M, 4=1C-� 00 00 00 00 00
00 r 1 0) 6 of CS 0; N C4* C4 1 C4 CN CV cli 04 Non information provided by others. The Design C::,
00 r-, 00 r�, 00 r,- �, 00 11, 00 r*, 1;C; 00 00 00 00 00 00
FELq �2
Professional has M vaified the accuracy and/or S) 0
ft
completeness of #jhlomidon end shall not be S. H,
G)
- 0 -
responsible for an
y eszoi or ions which may
M
be rated havin rwA, W No. 43976- T
Exp. 6-30-D9 CASE 'A' W=2f, H-4' EV W-14' H-4' CASE Tv, W-9' H-4'
bATE CIVIL "\ I CASE j j -"� CATCH BASIN b&AL
CA 4 CATCH BASIN # 4 DETAL CATCH BASIN IF 5 DETAL r6 6
STA *93.30
NOT TO SCALE NOT TO SCALE NOT TO SCALE
REV.' REVISION DESCRIPTION DATE ENGR. CITY DATE
BENCHfURK ................. TY OF FON NA. " LIFO RNIA
SHOULD CONSTRUCTION OF REQUIRED FESS/
..................
y-
-7
PREPARED FOR: ALLARD ENGINEERING N, f q
BIPROVEMENTS NOT COMMENCEmm RANCHO FONTANA SPECIFIC
1z- PLAN
TWO YEARS OF THE DATE OF APPROVAL B.M. #361, SPIKE IN NORTH FACE OF P.P. ......................
....................
Civil Engineering -Land Surveying -Land Planning
tiro
YOM HOM,
#1536697E AT SOUTH WEST CORNER OF DRAWN BY. -1 STREET 97ROVEUMS
SCALE.
CD SHOM ON AM CAREM FORTH INA 8253 Sierra Avenue CT 162U
. ...............
C14 10370 TRADEMARK STREET BASELINE AVENUE AND SULTANA AVENUE ............... ................. 0 No. 43976 rn AE 1 m-40'
Fontana, California 92335 W rn
DIAL TWO WORKING D'UGENT MAMVM TM Cffy ENGINEER 1 -Ay RANCHO CUCAMONGA, CA 91730 (909) 356-1815 Fax (909) 356-1795 CC Exp. 6/30/05 ;a DESIGNED BY. LOCAL DEPRESSION DATE:
DAYS BEFORE REQUIRE REVISIONS TO THE PLANS TO TEL (909) 477-6715 MI DE ILS a 4PVYA STANDARDS MAY, 2003
BEFORE
YOU APTVQll
I BRING THEN fiffO CONFORKMCE U]TH FAX (909) 477-6725 S-1-03 C/V11- KED ly: DRAWING NO.:
o TOLL F 1-800-227-2600 COAMMON's AND STAMARDS IN EFFECT David S. Hammer, R.C.E. 43976 Date UPCALF c DSH03
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ELEVATION: 1365.01 (expires 6/3042005)
0 (ze-cup-P 0P+%WIP->C, 14/z-1-ZMW4 RUDT Cp CITY ENGINEER R.C.E. 51152 5275
REE
CL
Filename: M:\DWG\15904\STREET\TRACT 16258-1\16258-1-ST07.DWG