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ELAN BOWEL DETAIL
STRUCTURAL DATA
W LL !%iND SLAB DIMENSIONS NS AMD
REINFORCEMENT R OUiREMENTB
REINFORCEMENT
k{AX: IMIILK t IF. lt'E+f�IIIRE(5IN
V rR 0 NTrrr 1,H.IEAR. 0Tt MI Ems..
A WALL
W7AIN t... IIt'AL:I.. SLAB B
Lo WAS.s'I 2.4 ea16'1 150! r MIM6.I 150 ftwt is G.
1.0 4 3,s".1 35 + 12`5 200 mmI"4I1 _200 0041i"I
2.0 yp{T # I- isRI6.' I 1515 a "I" ' 150 nrnl $'t
2,Ci WTI, ;f'„ 002*1 900 immew) goo "Wro 1! 0
4.0 CI4' I 1-2 rr94'1 150 AF*61 456 NVK6 1 I�
2.4I8'I IDA IrI"I 20€3 mmI6.3
4.0 ma WI S,S *41r) i6o milk ) 25EI r Id'I r
1.2 rnI4' ': I.$o ff*$*) t 4D am[6`i f R
A :A Mn46°t Ilse ffor"'I 200 ««*Vt
T 3.CI fikitS'4 2 emm(S•I mr+At0•I~ '
2,5 PAW) 2C![1 '+rr AS"'1 t'rp 0n4140D �✓'T
FOR 4U > 9:c+nl$6`I.. k+ > 3..5 Mop)
'041
8 > V2 w44`1 5EE "t,I C14"f "LANS
kN PUBLIC iA ORKS ASSOCIATON - SOUTHERN CALIFORNIA CHAPIrER
SI AIS O"O PLAN
CURB OPENING C�A►TCH BASINMETRIC
300-2
EJSE WITIi $T;AitN3 Iif'.I+a=IFS F0RrrrU8M MN0R" r+GON!TRtfCTI N . SHEET I O 2
. r•k i 3'41 i,._ I {- 4.� � fff&€ ANC, i/
E bll m 2 A R E# E PER
r
SEV DOTE 6
. O I 'A
-r'ON I
i R/W
!NLET TYPE J�` �" _��I� SCEP
I -
mirind
I i (3*) ON
CZEC i t 'j p
${ I D FILET TL
DETAIL OF ANCHOR I
$ ? a 5 mm iif 3 FkGF:.
CLAS FACE s
POINT M POINT N �'biNT P POINT {�
A
PLAN
TC MADE LINE AS 5
SHOY@N ON PROFILE TOP OF CURB
TOP OF fX1Rt3 FL
401
POINT P POINT Q
POINT M POINT N PROFILE
�0-
PUBLIC WORKS ASSOCIATION. -SOUTHERN CALIFORNIA CHAPTER
, m
rael m
s'IA X&11 PIAM
PLANS PREPARED FOR
450 r.
14b r7*,
- (4.
I .
Yi S
90D W1
244 '" _ it
4 i{0{ p4
, 2110 tv) i
6 �iER x: a
1 :,
rte. S. 123A mt, 14P .FAO lE
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1i1Ii 5.`l
I1 "ry�� flNi'F }���f
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804. iY1'1 II3t1 C3 I_17 '9
AMERICAN
PUBLIC WORKS ASSOCIATION. -SOUTHERN CALIFORNIA CHAPTER
�--QALVAMWD SIEEi.
rael m
s'IA X&11 PIAM
PLANS PREPARED FOR
PARKWAY DRAIN
""�'�
O S 750. rnm (0) AND ILSs. U .2
I
-
I
TERGIE 8
mm t 11 5ISC, J 3 tO115,.
t
6 �iER x: a
UK Wi ftI $TANIMM SP'ECIflC/►"tiONS FOR PUBLIC WORKS CONSTRUCTION.
rte. S. 123A mt, 14P .FAO lE
;4
( .41
�
I1 "ry�� flNi'F }���f
�j
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
i�t R4St#
55
CALIF
APPROVAL SHOWN HEREON AND CARRIED FORTH IN A
42346 RIO NEDO
s. r
DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE
SUITE "L"
ai
1-800
REVISIONS TO THE PLANS TO BRING THEM INTO
CONFORMANCE WITH CONDITIONS AND STANDARDS
Qrr"M%..9
'ry= 1404), mm f iliiiii)
U''S(F 85015W17
227-2MIN
�
0`0/2AWLL
EFFECT.
(909) 296-5070
-
1 BAMS R8F
i4la A2 sem,
.(if3)•sT
c
t3 @ 121 AZAR 'OC
WHERE TIE. IS �.O. GUTTERRb.:liRCEP1T TO THE LOCAL C3EI'R>~:SS.IQt(, THE ELEVATI0ft. OF POINT
i
TWO WORKING DAYS BEFORE YOU DIG
CIME#�tSiC3B�Sz
SECT ION B
�
AMERICAN
PUBLIC WORKS ASSOCIATION. -SOUTHERN CALIFORNIA CHAPTER
NOTE,,
rael m
s'IA X&11 PIAM
PLANS PREPARED FOR
PARKWAY DRAIN
""�'�
GaEONCOWrl
2.'
-
it"
3
CW3�
Exp. 6/30/05 *
acv.. 1*6
SKEET t OF 2
UK Wi ftI $TANIMM SP'ECIflC/►"tiONS FOR PUBLIC WORKS CONSTRUCTION.
P
.a!
G:. ALLCURVED. 4O4fT� SURFACES, SM�-
qL BE
FORUM BYCURVED_ FORMS. AND SHALL, NOT B
E
SNAPtb by PLASTT111
NG1.
FLOOR OF BASIN SMALL BE GIVEN A LSAAMi1EEF?_
STEEL TROWEL F w#5i AND
} SN'ALL HAVE: ..A.L
#
4CI
TU
O
I VAL
ALSrC E 4F 1= t Att x1 A4 1= �AAKIuLIExCE7T WHERE THE � TT FG?AM
Er >ET IN WHICI CAxE TiE L}NGIUIALSLOPE O THE DORSHALL-8:.,
ALL?
A$ TGtTI-r$ GRA. SLOEF1.4room DR£C1I014S. TO THE '
OUTLET.
4. CIIMENSI N$ "
B = 970 0093'.-Z")
V T14E- D1FPEREt10E... IN ELEVATION 6'1IiIEEN ETTHE TOP OF I'fit 't11*8 AND T`44C INVERT OF
THE CATCH 6ASIN' AT TETE OUTLET s I.S5 m(4.5. ;
1tU = THE DI�°FERENC'E Ilk ELEVATION BET WEN THE. TOIL OF THE CURB AND 'TH.E INVERT AT .
THIt :UPSTREAM EN£3. #I THE.�1151I+1 .ANI1 5#IAL L. Of L7ET`IERINI.N10 64 T4IE FtIEQt�I`REMENTS
OF 0 TE 3; BUT SHALL L Z 6E LE'SS tliFlA.CE' PLUS 300' ,atrnll�"ii:.
V M. = THE DIFFERENCE 04 ELEVATION SET EN THE TSP OF THE CURB AND THE INVERT- OF
THE INLET. NOTED ON THE PROJECT PLANS_
H z NOTED ON THE PROJECT PLANS.
W NOTE4 I:)N THE PI~ OJIt. Pt AhiSn
A THE ANGLE, IN DEGREES, INTERCEPTED DY THE CENTERLINE OF THE CONNECTOR PIPE
AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED.
+B, STEPS SHALL. BE LOCATED AS SHOWN_ IF THE CONNECTOR PIPE INTERFERES WITH THE STEMS.
THEY -SHALL RE. LOCATED AT 'FIDE CENTERLINE OF. THE .Dd1A�NSTREA,M E, 0. WALL., STEPS SHALL.
BES ACD 0.0 MM(I " AP' IR TO THE TOP P HA 1
P, E, A STEP SHALL `0E 75 r>mn6Z'1 BELOW "i FIE TOP TO. THE.
IsIAhiIFOL.E Ali f'i;QkIErT #6S mmCFIl2'I. AL.E.. OTHER .STEPS SHALL,..RRC�JET I3+4 rxmrrf5`1':'
?: DOWELS AFiEFt':EQUIR- 0 AT E.A H C63i1I+IER: AND IST E IZtf,T`I ON CENTI! (1MA?(flltlJAIII Ali
THE
b ACKWALL.
S. THE FOLLOWING STANDAIRD PLANS ARE INCORPORATED HEIREIN-
308 MONOLITHIC CAATICH SAiStt4 CONINECTION
€y+� CAT'CM BASIN REIllt ORCEIuENT
SID CATCH BASIN FACE PLATE .ASSEMBLY AND PRO TEC TIONt BAi'A..
SI: CATCH BASIN WANNOLE 0RAINE /Atilt? COVOt
1535 STE=EL. STEP
636 POLYPROPYLENE PLASTIC STEN
1: DIMENSIONS SHOWN ON THIS PLA.II FOR METRIC AkO CN1130S I UNITS,AAE 140T EXACT EgUAL
VALUES. IF METRIO VALUES I ARE USED, ALL. VALUES USED FOR CONSTRUCTiOM ". ALL BE
A Mic VALUE$ EXCEPT REINFORCING BARS 311ki IN. biGLISH LINI:TS MAY BE SUBSTITUTED
FOR METRIC:Dk SIZES. I1' ENGLISH UNIT'S ARE UlStbi ALL (VALUES' USED FOR CONSTRUCTION
5I4ALL 13E ENGLISH UNIT'Sa
r;NIfERICA.N P, O .n ,..-.
III�L1 hl��RI�B At]CIATI{}N $f3U'�"HBFLI"r1 �`1f�L11FQRRIIX►:CHAPT�R:
SFA,NiCIAt4ik.Nt/+IId
300-2
CURB OPENING CATCH BASIN sH I:2
NO [ E S
FLO BOX SHAL, BE TROW ED SMORO . .
2 IF THE TOE OF SLOPE IS ALLOWED *THIN THE R/W, INLET TYF'E i
BEGNS AT THE TOE RATHER THAN AT THE R W LIFE.
3, FOR OPEN DITCH (TYPE 2), THE (IO mm (243f) EXTENSION BEYOND
THE R/ L NE IS NOT REQUIRED WHEN SAOF WALK IS 600 rrm (24"1
OR MORE FROM THE R/W LINE H9 R, THE PIPE SHALL EXTEND
TO THE R/W LINE IN ANY EVE( T.
4, ;OP DE FI LE"TRItC}UR: (,YPiE 1 2* SHALL LSE RUSH WITH ADJAC NT
SURFACE °MERE PRACTICAL,..
. A HEADED STEEL STUD 16 mm x 1805 m NTH A 25 mm, IAEA;
(5/15, x 5-3/8', 1" WEALD ATTACHED 6Y A FULL PENETRATION :BUTT
WELD MAY BE USED AS AN ALTERNATE ANCHOR.
6. NORMAL CURB FACE... AT POINT M AND 0, CURB FACE iS B + 125 mm 57)
AT POINT N AND P.
s`4 75 ::rri k3° L OF THE rnrq ! / '1 1.{� r� CH4 SHALL
BE PARALLEL TO rfHF: TOP OF sIDFWAw .
B. SLOPE = 2i OX
. DIM NSI"IIvS SHOWN N THIS PLAN FOR METRIC- AND ENGLISH UNi TS ARE NOT
.EXACTLY EQUAL VALUES, IF METRIC UNITS ARE USED, ALL VALUES USED FOR
CONSTRUCTION SHALL 6E METRIC VALUES. s. iF ENGLISH, UNITS ARE USED.
ALL VALUES USED FOR CONSTRUCTION SHALL SE EN ILISH VALUES, HOWEYER.
ASTM 615 RUNF ORCINC 'STEEL: MAY BE SUBSTITUTED FOR ASTIR 615M STEEL..
N
D
PRQ"QA-MV SY THE,
NOTE,,
rael m
SHE 4 OF*
PLANS PREPARED FOR
ALL EX.rC)$ED EVGG ...S SHALL BE AOUNDEO TO A is mrb (HALF INCH) RADJUS
v_
y
2.'
'"1`HE CuIto F'AC AT .I DINTS ii AND I:3 SHALL .BE THE NORMAL CURB FACE OF .TtIE ADJAC:£NT' CU
TRACT NO. 15990
3
CW3�
Exp. 6/30/05 *
Underground Service Alert
p
Date:
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
CORMAN LEIGH COMMUNITIES
�
- �
TFOF
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
FORE Y
Cat TOLL FREE
CALIF
APPROVAL SHOWN HEREON AND CARRIED FORTH IN A
42346 RIO NEDO
s. r
DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE
SUITE "L"
ai
1-800
REVISIONS TO THE PLANS TO BRING THEM INTO
CONFORMANCE WITH CONDITIONS AND STANDARDS
TEMECULA, CA 92590
227-2MIN
EFFECT.
(909) 296-5070
-
THE ELEVATION OF POINT $ SHALL BE SET R2 H10HER THAN THE ELEVATION AT''T.FII NE;ARES1'
GUTTER FLOW LINE.
F
0
WHERE TIE. IS �.O. GUTTERRb.:liRCEP1T TO THE LOCAL C3EI'R>~:SS.IQt(, THE ELEVATI0ft. OF POINT
i
TWO WORKING DAYS BEFORE YOU DIG
CIME#�tSiC3B�Sz
PARKWAY DRAIN
m
REVISIONS
Ri--
4_;MI`s
SLC
+r; MAIN41HE RCP OR
RE4W. ACEI? M10"GLITtitIC
BCH, SEE NOTE: 2-
a
---'r4
INT 0,
LINE
PRQ"QA-MV SY THE,
NOTE,,
rael m
SHE 4 OF*
i.
ALL EX.rC)$ED EVGG ...S SHALL BE AOUNDEO TO A is mrb (HALF INCH) RADJUS
v_
y
2.'
'"1`HE CuIto F'AC AT .I DINTS ii AND I:3 SHALL .BE THE NORMAL CURB FACE OF .TtIE ADJAC:£NT' CU
TRACT NO. 15990
3
CW3�
Exp. 6/30/05 *
THE CV;t$ FACE AT POINTS 0 AND C S14ALL AE 1HE FORMAL CURS FACE Of THE ADJACENT CURB
p
Date:
PLUS H (SEE APPLICABLE C41"CA51Ivi STANDARD PLAN)..
�
- �
TFOF
1,N EXISTING .STREETS WHERE 140 PAVEMENT REMODELING IS INDICATIDD THE El.EVATIOI�d: O THE
OUTER: I I OE F T LOC 74L E ES # iV SHALt, MET TRE FINISHED ttREE'T SURFACE.
CALIF
4,
---'r4
INT 0,
LINE
wo
SECT ON M -M
BAPS,
TARS,
AMERICAN RSL.I, Wt�RF A:S �dIAT''€t�[s - SOUTHERN,(CAE IIFC)RNI Al +E :HAkP 1ER
PRQ"QA-MV SY THE,
NOTE,,
rael m
SHE 4 OF*
i.
ALL EX.rC)$ED EVGG ...S SHALL BE AOUNDEO TO A is mrb (HALF INCH) RADJUS
v_
y
2.'
'"1`HE CuIto F'AC AT .I DINTS ii AND I:3 SHALL .BE THE NORMAL CURB FACE OF .TtIE ADJAC:£NT' CU
TRACT NO. 15990
3
CW3�
Exp. 6/30/05 *
THE CV;t$ FACE AT POINTS 0 AND C S14ALL AE 1HE FORMAL CURS FACE Of THE ADJACENT CURB
p
Date:
PLUS H (SEE APPLICABLE C41"CA51Ivi STANDARD PLAN)..
�
- �
TFOF
1,N EXISTING .STREETS WHERE 140 PAVEMENT REMODELING IS INDICATIDD THE El.EVATIOI�d: O THE
OUTER: I I OE F T LOC 74L E ES # iV SHALt, MET TRE FINISHED ttREE'T SURFACE.
CALIF
4,
IN: 14EW STREETS, OFi IN ExISnwe STREETS WHERE PAV"EA+IEN'T EtEMEYt3ELIN.0 iS fIsIP.ICAT:ECS;
s. r
CITY ENGINEER R.C.E. 51152
THE ELEVATIONS OF POINTS F AND G SHALL.SE SET Eta w[t HER THA I'V H_ OUTT Pow LINE
ELEVATIONS AT POINTS A AND D; RESPECTIVELY.
THE ELIwWAT'I01i OF POINTS P AND R SHALL. B SET t2 HIGHER THAN THE C�(:TTER FLO1W LINE
ON
FLEVAT S AT POINTS S AND by kEOECiMELY
-
THE ELEVATION OF POINT $ SHALL BE SET R2 H10HER THAN THE ELEVATION AT''T.FII NE;ARES1'
GUTTER FLOW LINE.
F
WHERE TIE. IS �.O. GUTTERRb.:liRCEP1T TO THE LOCAL C3EI'R>~:SS.IQt(, THE ELEVATI0ft. OF POINT
E SHALL BE SET K: NICHED THAN THE ELEVATION 1(T THE NEAREST TOE- OF CORS.,
CIME#�tSiC3B�Sz
H lix NOTED ON THE PROJEftT 'PLANS..
Hl NOTED ION THE PROJECTPLANS.
R� NOTED ON. THE, PROJECT PLANS:
H,j sw NOTED ON 'i PROJECT "PIANS.
O SLIM rpm (2 Feet)
K 1.5 In 15 Feet)
-^
L LS m £S Feet
Feet
hI i,6 411 (S Food
W CATCH RAMN YY FOR ONE CATCH BASIN OR: DISTANCE BETWEEN EXTREME LIMO WALLS
FOR MUTIPLE: PATCH 61ASt"S;
+�.
THE THIOWSS Of THE LOCAL .DEPRES:StON .SHALL IBE 200 n!I:##"o' .+(.B INCHES1.
6.
DIMENSIONS SHOWN: ON: THIS PLAN FOR METk - klVa EN!GLISH ItIVITS ARIT NOT EmG:TLX E441A1.
VALUES. IF METRIC. UNITS ARE ..USE,Dr ALL VALUES USED FdR CONSTttUC:T16N Si['i(#LL .EE MET:RI
WALLIES, "SIZES
EXCEPT REINFOIRCIN,G BAR IN EhiC�L,ISF'I UIQ# 7m MAYBE SE�i3ST #TUTEC FOR METRIC
--- L `
SFt S1.IZES. R ZE a. IF ENIG I .:
L Si -1 tiNI:T^a ARE RE USEii ALL �VALU1*S id -Ft1 S I
SE£i R Ct7hISTf{tiCT(E�iV 5H,ALLE ENGLISH
VALUES_
wo
SECT ON M -M
BAPS,
TARS,
AMERICAN RSL.I, Wt�RF A:S �dIAT''€t�[s - SOUTHERN,(CAE IIFC)RNI Al +E :HAkP 1ER
PRQ"QA-MV SY THE,
JUN TION STR CrURE - DIRE TO PIPE INLET
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SHE 4 OF*
0 > 600 am ' 0R OD > 1 MAIN DINE IIS
331 - 2
v_
Sir#P f. i OF 2
U.SE W".ST°ANOARII SPECIFICATIONS FOR PUBLIC WORKS C ONSTAVCTI0N
City BENCHMARK
, roval Date:
B.M. #361, SPIKE IN NORTH FACE OF P.P.
#1536697E AT SOUTH WEST CORNER OF
BASELINE AVENUE AND SULTANA AVENUE.
ELEVA7nON= 1365.01
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
t Fontana, California 92335
( 9 356- 15 Fax (909) 356-1795
-18-o2
David S. Hammer, A.C.E. 43976 Date
(expires 6/30/2005)
AMERICAN PUSLIC WORKS ASSOCIATION .. SOUTHEaN CALIFORNIA, O! PTER
STIANOAFM PLAN
mid
LOCAL DEPRIESSION AT CATCH BASINS,
STREET / STORM DRAIN IMPROVEMENT PLANS
SHE 4 OF*
CITY OF FONTANA, CALIFORNIA
S r
1 Q SSH,4
�yG`
STREET / STORM DRAIN IMPROVEMENT PLANS
1
Z
Drawn By:
Scale:
No, 43976
DEA/JK/WF
TRACT NO. 15990
NO SCALE
Exp. 6/30/05 *
TAIL T
PT
Designed By:
Date:
JF/JR
�
January, 2002
TFOF
CALIF
Checked By:
DH �-T
Approved: -2-/Z
Dwg.QNo.
2191
1
CITY ENGINEER R.C.E. 51152