HomeMy WebLinkAbout3949-5I1U 6 360 mrs (44 6 12
L/2 (TYP.)----%
"Tvf.- pip!
I
10LOW
W
3M93 Omm
#4 0 12% ammom.
3-15M 04) CIRCULAR TIES.
SEE NOTE 9
mm
T
C CUT NO. I
U
4
0* 1
CUT
F9,010 NO. 2
'A LINE
CUT N(
Oil
DETAIL _4A! (sce Virt
$ONO-rUff
.4,OR COUAL. INTMIOR FORM
CUT NO. 11 SAW THE TUBE AT AN ANGLE Of AJI WITH THE TRANS-
VIRS9 PLANL RIVEASK ONE SECTION ANO TAP9 BOTH SICTIONS
TOGETHER FORMING TH9 0M(e*TION ANOL9 A.
CUT NO. 21 SAW THI TUBE LON41TUOINALLY REMOVING A STRIP
114 Wa-0 ) W10111 ON T149 3101 OPPOSITt tHd OPIEN JOINT.
SIM T)49 9NOS Of THE CUT TOUTH0 AND INSFAT THE
TUBE IN THE PIPL
3310 -ie -23 tgdd-e-32801 CONtaf-Tit
25 mm (11) (TYP.)
0
-T
300 mm (129)
1;;'50 041).
300 mm 02")
100 mm (0
ME
3-0-0- 0, re 1
1125 m
dmwmqm*�
600 an (2401
300 m (jr)
150 mm (6-)
?so mm (30*1 450 mm 06") 0_5 mm IM
- __ I
900 mot (369 450 mm (161) �iim UP)
43
IM5, imm (49,1450
m
_ 0
1200 M (416-tj
50 me (161)
50 No 01)
1425mo (574 450 --ma (16111
1500 rn (60, S2% MrfW)
1650 me (66' 525 m (2111)
so me (101)
t15 mm (lie)
11800 oft-In4100-m-C2404300
me
WytW 'SURFACC
DETAIL file
N__ -
ryplg& JO(NMR
RERWORCI.E0 CONCR4TI1 Plej
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
CONCRETE COLLAR FOR RCP
300 mm (I 2's) THROUGH 1800 mm (7219)
380-2
ALM two
6-
US VWTH STANCARn SPEM&MM rdx"FTiW!7m0*x 7108
1� -
NOTES
1. A CON8RETIE COLLAR 13 REQUIRED WHERE THE CHANGE IN GRACE -
ex 8 10 PERCENT.
2. FOR CURV9 JOINTS (SIEE DETAIL S. SHEET 1)
If THE EXTREMIC ENDS OF THE PIPE LEAVE A CLEAR SPACE
THAT I$ OT AT 11 THAN '425 mm (16) BUT 13 LESS THAN 15 mm((30)
I ,
A CONCRE VAC $" IS RICQUIRID Ih ACCORDANCE WITH'SUBSECTION
306-1.2.4 OF HIIE SSPW0.
IF THE EXTR9W ENDS OF THE PIPE LEAVE A CLEAR SPAC
THAT IS EQUAL �O OR OR ATER THAN 15 0" (311) syl LI $3 THAN
150 mm (69 A C NCRFETE RLLAR IS Rm IRED. for H EAR
SPACE 18 lb mm (68) OR OREATER. A RUSITION STA15C RE
13 REQUIRED.
3. CONCRETE COLLAR SHALL NOT BE USED FOR A SIZE CHANGE ON
THE MAIN LINE.
4. CONNECTOR PIPES
A. W "9 PIP93 OF DIFFERENT 01AMIT RS ARE, JOINff'% WITH A
�ON RETg CO�Lr, L AND T SHALL SE THOSE OF'?HK LARGER
IP . On 0 2. WHICHEVER IS GREAYER.
(lie Di 3 MUIL TO OR LESS THAN gW. JOIN INVERTS ANo
r�N CATER THAN ft JOIN 8 FITS.
5. 511 PIPE LARGER THAN 1800 mm (72") SPECIAL COLLAR DETAILS
4 REQUIRED.
6. FOR PIP19 SIZIE NOT LISTED USE NEXT SIZE LARGER.
7. REINFORCEMENT $HALL CONFORM TO ASTM A 615 M (A 615) GRADE
30000).
S. WHKRE RKINFORCING IS REQUIRED THE OIAMFETER OF THE CIRCULAR
TIES SHALL 109 0+(2X WALL THICKNKSS) + T.
9* R INFORCING SH tLS;E (U231,19)0 WHERE THE PIPE 01AM' ER 18
% F
.AT
r
EATER THAN AND ON ALL PIPES WH . THE SPACES
ITWEEN THE E OUTER EN03 13 75 mm (30) OR LARGER.
.1 mmmm'�' --"'v - -
CIRCULAR TIES, PIPE DIAMETER NO. OF
CIRCULAR TIE3
525 mm (?Jo) OR LIE0�8 ____ - 1 3
6. 0 mm (240) TO 750 mm (301) 3
- . I 11-r- 1. � - . I. - -1 1
1805 m (33") TO 1423 mm (316) 4
1300 ;;W'(604) TO 1600 mm (720) 5
WHERfRTHJ �PACE OwTW N PIPE ENDS EXCEEDS 75 mm (33). THE
NUMB 0 IRCULN Till $HALL BE INCREASIE0 TO MAINTAIN AN
APPROXIMATE SPACING Of 150 mm (69 O.C.
10. WHOLE THE PIPE 13 $20 mm (219 OR LESS IN DIAMETER AN INTERIOR
F AM OF UNSEAL90 $ONO -TUBE OR EQUAL SHAI 1 89 US90 TO
" mo
P VIDE A SMOOTH IN PRIOR JOI T. THE PAP FORM MAY 89
La T IN PLA 9 Alt. A). WHEN THE PI IS 600 mm (246)
CE ( -
1! D pit
OR LARGER A RE OVABLfiINTERIOR VORM IIHALL SIE USE OR rHE
INTERIOR JOINT 11HALL COMPLETELY FILL90 WITH MORTAR AND
NEAILY POINTED.
If. OWEN I N SHOWN ON THIS PLAN FOR MFETRIC AND IENGLISH UNITS
"I E LUI AR"t
ARE NO ACT QUALVALUES. IFMIETRICVA ES USED ALL
XALU 3 �111EJD FOR CONSTRUCTION IIHALL jE MtTRIC VA�Uf$ jg8EPT
N Y 13
VAR BAR SIZES IN ENGLISN I MAY SE, SU lfb FOR
M8TRIC BAR SIZE3. IF ENGLISH UNITS ARg, YSED, ALL VALUES USED
Fr R CONSTRUCTION $HALL 89 ENGLISH U I S.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN, CALIFORNIA CHAPTER
- ' ' 6-'- -
NCRETECOLLA-R-FOR MET=
300 mm -11211) THROUGH 1800 mm 380-2
"tUfflt
A W
044.65
�3�
DOVAL (TYP.)
PLAN
Z$tk; I lVN A -A
200 mvAfT,
10964
K 900 -NA t
DOWEL DETAIL
a )t4l I I
FLOW LINg
0
CURB L1149
STEPS : -.0 tr
'0 Mo
(41 m I N.
OCRL
Ll -
C
TOOT, sua'j;
L opTION&
SUBGRADE Ic
loi3lle WINTIMHP
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
Px"weo fff nis 'IT,"
ftem VOOPAS STR40pim m CURB OPENING CATCH BASIN mWe
GRU-No0woom%unu
19" 300-2
REV. IM USH WffH STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION SHERT 100 2
NOTES,
I. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMiTS OF EXISTING OR PROPOSED
SIDEWALK OR IS CONTIOSUOUS TO SUCH SIDEWALK. THE TOP SLAB Or THE BASIN MAY BE
POURED EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY USING THE SAME CLASS
or CONCRETE AS IN THE BASIN. WHEN POURED MONOLITH ICAL�Y. ItHE ?1IOEWALK SHIft at
PROVIDED WITH A WEAKENED PLANE OR A 23 rnm(I') DEEP SAW UT CON INU
XTiRNAL P OSjU$LY AR UND
THEE PERIMET Of THE CATCH BASIN WALLS. INCLUDING ACA THE FULL WIDTH
OF THE SIDEWALK. SURFACE Of ALL EXPOSED CONCRETE $14ALL COWORM IN SLOPE. GRADE.
COLOR, FINISH. AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE
BASIN.
2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED 13Y CURVED FORMS. AND SHALL NOT BE
SHAPED 13Y PLASTERING.
3. FLOOR OF BASIN $HALL BE GIVEN A STEEL TROWEL FINISH AND $HALL HAVE A LONGITUDINAL
AND LATERAL ILOPE OF 1.- 12 MINIMU AND Is 3 MAXIMUM. EXCEPT WHERE TH9 GUTTER GRADE
EXCEEDS a E CENT, IN WHICH CA$ THE LONGITUDINAL SLOPE Of THE FLOOR SHALL BE
THE SAME THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET.
4. DIMENSIONS,
8 a 970 (rdo(W-22)
V 2 THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT Of
THE CATCH BASIN AT THE OUTLET a 1.35 m(4.51).
v us THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT
THE SPJTREAM EJO Of THE BASIN AND $HALL BEAF.T% INEO BY THE REQUIREMENTS
OF N T 3. 13UT 14ALL NOT BE LISS THAN CURB Act MLUS 300 m4129).
,V, a THE DIFFERENCE IN ELEVATION 139TWEEN THE TOP OF THE CURB MO THE INVERT OF
THE INLeT. NOTED ON THE PROJECT PLANS.
H a NOTED ON THE PROJECt PLAAS.
W s NOTED ON THE PROJECT PLANS.
A a THE ANGLE. IN DEGREES. INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE
AND THE CATCH 13ASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED.
S. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPECI-
FIEO. THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN.
WHERE THE CONNECTOR PIPE 13 SHOWN AT A COLRpf THE CENTERLINE Of THE PIPE $14ALL
INTERSECT THE INSIDE CORNER Or THE BASIN. THE %PC MAY BE CUT AND IMMED AT A
SKEW AT
CfiSSARY TO INSUR PIPE EMI EOMSNT.
ANS JINIZI,?0 ffwn(3 8 A
rkL AROUND. WITHIN
THE C ASIN WALL. 5 RADIUS Of ROU1401NO F ST UCTUR
ALL AROUND. ADJACCNIT TO PIPE ENj)$. ATrN ff, CONCRETE.
Lt. ?LITHIC C TCH BASIN CONNEC ION A
ATC
'H
I
USE&TO JOIN THE CONNECTOR PIPE TO BA IN WHENEVER ANGLE @AD 138 M31HAN
7 GREES OR GREATER THAN 110 DEGREES. OR WHENEVER THE CONNECTOR PIPE 13 LOCATED
IN A CORNER. THE OPTIONAL Ulf OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE
13 PERMITTED. MONOLITHIC CA H BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUT-
TING STANDARD LENGTH$ Or PIPE.
6. STEPS $HALL BE LOCAT&D AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS.
THEY $HALL BE LOCATE AT THE CENTERLINE Or THE DOWNSTREAM ENO WALL. STEPS SHALL
BE SPACED 300 ma)(129) APART. THE TOP STEP $HALL BE 175 mffATO) 13ELOW THE TOP TO THE
MANHOLE AND PROJECT 65 ffv*2-1/2*). ALL OTHER STEPS SHALL PROJECT 130 x&456).
7. DOWELS ARE REOUIRED AT EACH CORNER AND AT 2 m(r) ON CENTER (MAXIMUM) ALONG THE
8ACKWALL.
8. 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
312 CATCH BASIN MANHOLE FRAME AND COVER
633 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
9. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT IEOYAL
VALUES. IF METRIC VALUES Alit USED. ALL VALUES USED FOR CONSTRUCTION SHALL
METRIC VALUES. EXCEPT REINFORCING 13ARS SIZt! IN ENOL13H UNITS MAY 8k 3813STITUTE
'a C T18N
FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE $0. ALL VALUES USED F NSTRUC
$HALL BE ENGLISH UNITS.
AMERICAN PU13LIC WORKS AISMIATION - MUTHEM UAWFRMA 50TER
3TANWD PtM
300-2
CURB OPENING CATCH BASIN SHEET 2 OF 2
... &AAA&&& 1FATATA"AAMAYATA
TOLL FREE - 800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
0 galvanized steel
(tom 2)
Add 46 bars ;0wrf-v
. (total 2)
"Ce
"_j:P1Pe
0 ROOM
&AN
b
Precast concr ete end
block to be placed flush
with end of pipe as.
directed by the Engineer.
0:
1 %top
0
2
/1001
See
SUP
EL9XA ION
PmLEE 9L!Q -E,Nbmm TYPE "All
NOTES- (Precast Concrete End Black)
i. nd 1 24*4 bats 12"oc. unless otherwise BEEN
noted. on the plan& SAN BERNARDINO COUNTY
2. 1 v I's 12 to unless otherwise noted dn plans. FLOOD CONYROL DISTRICT
!IAN
FLO
3. "r z 6" unless otherwise noted on. plans. R9!VW0f4* QW& my OAT*
Apo W -M 6-0-6 H.H.H. 2-14-80
S. R 176
1/4 $1 x 51 " DIAM.
STL. PLATE 1/4 to x 2 " STL. BAR
1/4 is x 6 to @ 6 " 0. C.
STL. BAN D
ELEV. "A"
NICOLON MIRAFI 140N Rf-
FILTER FABRIC i ii i K rim m
i:z
it
"I
00
CONST 3" THICK A.C.
SLOPE PROTECTION
ELEV. A: 06.30
Dc 48"
D2: 24 to
b: 4.5'
L2: 2.5 1
C-2.
a
3
4_3
GRADE SURFACE
TO DRAIN
06.30
FS
-,
IPE RIM
\1 /4"x 6" CONST 3" THICK A.C.
STL. BAN XD 0 4t.8 2 SLOPE PROTECTION
C14 LA
V_
YFL NOTES:
FABRICATE WELDED ASSEMBLY WITH
MODIFICATIONS AS SHOWN
6 x 12" HEREON.
OPENING -(TYP CONSTRUCT STRUCTURE PER
29 29 D 48" D [AM. 29 29 O.C.E.M.A. (O.C.P.F. & R.D.)
STD. PLAN 1305 (SHT. 4)
WRAP W/NICOLON MIRAFI 140N
FABRIC AND SECURE WITH
MODIFIED "TYPE V" INLET DETAIL 5A CHICKEN WIRE.
SCALE: 1"=2' Q
REWSION DESCRIP 77ON DA rE I 0VGR. a rY DA 7E SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
APPROVAL SHOWN 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.
BENCH MARK. 8-17 BASIS OF BEARINGS:
BRASS CAP IN 7HE CONCRE7E 8ASE OF 7HE COVTERLINE OF aMUS AVENUE U
C
7HE SOU7H LEG OF AN SCE TOWR AS 9i01W ON RECORO OF SURVEY
J43' NOR 7H OF HMLAND, 0. 2 MI KS T 3519 TAKEN AS N 017030" W. WAS
OF SAN SEVAINE RD., 2.65 M1 KST USED, AS 7HE 8A,9S OF BEARINGS Q
OF SIERRA A W. FOR RIIS MV. Q,
ELCVA RCW.- 1428.609
Prepared Under 7he Supervision Of CITY OF FONTANA, CALIFORNIA U
SE
AN PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC. STORY DRAIN IMPROVEMENT PLANS
L(
DRAWN B Y.- CASA GVNDE AVENUE SCALE:
.0 No. 36637 c 760-A S. ROCHESTER AVENUE
Q� X ONTARIO CA 91761 EFIJA AS SHO]WNN
Exp: 06-30-06 * _�7 t IL SHEET DA 7E. -
PHONE (969) 9,97-9151 DESIGNED 8 Y.- 9 P
GBIEF JUNE 2005
vi
CHECKEO a y. A
"4z jtL/UECCfF DRAWNG NO.
RC 66 EXP. 6-.0046
3949 5
WENDEL L L. iWA TSURU GB 7$165 CITY ENCIAfEER R. C. E. 511,52 DATE
WC : JAM 2!�*+Mrl
5 Mat(
J/48)R
JA126-2050\storm\SD05.dwa. 414/2006 5:21-37 PM. DJ
�3�
DOVAL (TYP.)
PLAN
Z$tk; I lVN A -A
200 mvAfT,
10964
K 900 -NA t
DOWEL DETAIL
a )t4l I I
FLOW LINg
0
CURB L1149
STEPS : -.0 tr
'0 Mo
(41 m I N.
OCRL
Ll -
C
TOOT, sua'j;
L opTION&
SUBGRADE Ic
loi3lle WINTIMHP
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
Px"weo fff nis 'IT,"
ftem VOOPAS STR40pim m CURB OPENING CATCH BASIN mWe
GRU-No0woom%unu
19" 300-2
REV. IM USH WffH STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION SHERT 100 2
NOTES,
I. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMiTS OF EXISTING OR PROPOSED
SIDEWALK OR IS CONTIOSUOUS TO SUCH SIDEWALK. THE TOP SLAB Or THE BASIN MAY BE
POURED EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY USING THE SAME CLASS
or CONCRETE AS IN THE BASIN. WHEN POURED MONOLITH ICAL�Y. ItHE ?1IOEWALK SHIft at
PROVIDED WITH A WEAKENED PLANE OR A 23 rnm(I') DEEP SAW UT CON INU
XTiRNAL P OSjU$LY AR UND
THEE PERIMET Of THE CATCH BASIN WALLS. INCLUDING ACA THE FULL WIDTH
OF THE SIDEWALK. SURFACE Of ALL EXPOSED CONCRETE $14ALL COWORM IN SLOPE. GRADE.
COLOR, FINISH. AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE
BASIN.
2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED 13Y CURVED FORMS. AND SHALL NOT BE
SHAPED 13Y PLASTERING.
3. FLOOR OF BASIN $HALL BE GIVEN A STEEL TROWEL FINISH AND $HALL HAVE A LONGITUDINAL
AND LATERAL ILOPE OF 1.- 12 MINIMU AND Is 3 MAXIMUM. EXCEPT WHERE TH9 GUTTER GRADE
EXCEEDS a E CENT, IN WHICH CA$ THE LONGITUDINAL SLOPE Of THE FLOOR SHALL BE
THE SAME THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET.
4. DIMENSIONS,
8 a 970 (rdo(W-22)
V 2 THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT Of
THE CATCH BASIN AT THE OUTLET a 1.35 m(4.51).
v us THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT
THE SPJTREAM EJO Of THE BASIN AND $HALL BEAF.T% INEO BY THE REQUIREMENTS
OF N T 3. 13UT 14ALL NOT BE LISS THAN CURB Act MLUS 300 m4129).
,V, a THE DIFFERENCE IN ELEVATION 139TWEEN THE TOP OF THE CURB MO THE INVERT OF
THE INLeT. NOTED ON THE PROJECT PLANS.
H a NOTED ON THE PROJECt PLAAS.
W s NOTED ON THE PROJECT PLANS.
A a THE ANGLE. IN DEGREES. INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE
AND THE CATCH 13ASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED.
S. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPECI-
FIEO. THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN.
WHERE THE CONNECTOR PIPE 13 SHOWN AT A COLRpf THE CENTERLINE Of THE PIPE $14ALL
INTERSECT THE INSIDE CORNER Or THE BASIN. THE %PC MAY BE CUT AND IMMED AT A
SKEW AT
CfiSSARY TO INSUR PIPE EMI EOMSNT.
ANS JINIZI,?0 ffwn(3 8 A
rkL AROUND. WITHIN
THE C ASIN WALL. 5 RADIUS Of ROU1401NO F ST UCTUR
ALL AROUND. ADJACCNIT TO PIPE ENj)$. ATrN ff, CONCRETE.
Lt. ?LITHIC C TCH BASIN CONNEC ION A
ATC
'H
I
USE&TO JOIN THE CONNECTOR PIPE TO BA IN WHENEVER ANGLE @AD 138 M31HAN
7 GREES OR GREATER THAN 110 DEGREES. OR WHENEVER THE CONNECTOR PIPE 13 LOCATED
IN A CORNER. THE OPTIONAL Ulf OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE
13 PERMITTED. MONOLITHIC CA H BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUT-
TING STANDARD LENGTH$ Or PIPE.
6. STEPS $HALL BE LOCAT&D AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS.
THEY $HALL BE LOCATE AT THE CENTERLINE Or THE DOWNSTREAM ENO WALL. STEPS SHALL
BE SPACED 300 ma)(129) APART. THE TOP STEP $HALL BE 175 mffATO) 13ELOW THE TOP TO THE
MANHOLE AND PROJECT 65 ffv*2-1/2*). ALL OTHER STEPS SHALL PROJECT 130 x&456).
7. DOWELS ARE REOUIRED AT EACH CORNER AND AT 2 m(r) ON CENTER (MAXIMUM) ALONG THE
8ACKWALL.
8. 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
312 CATCH BASIN MANHOLE FRAME AND COVER
633 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
9. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT IEOYAL
VALUES. IF METRIC VALUES Alit USED. ALL VALUES USED FOR CONSTRUCTION SHALL
METRIC VALUES. EXCEPT REINFORCING 13ARS SIZt! IN ENOL13H UNITS MAY 8k 3813STITUTE
'a C T18N
FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE $0. ALL VALUES USED F NSTRUC
$HALL BE ENGLISH UNITS.
AMERICAN PU13LIC WORKS AISMIATION - MUTHEM UAWFRMA 50TER
3TANWD PtM
300-2
CURB OPENING CATCH BASIN SHEET 2 OF 2
... &AAA&&& 1FATATA"AAMAYATA
TOLL FREE - 800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
0 galvanized steel
(tom 2)
Add 46 bars ;0wrf-v
. (total 2)
"Ce
"_j:P1Pe
0 ROOM
&AN
b
Precast concr ete end
block to be placed flush
with end of pipe as.
directed by the Engineer.
0:
1 %top
0
2
/1001
See
SUP
EL9XA ION
PmLEE 9L!Q -E,Nbmm TYPE "All
NOTES- (Precast Concrete End Black)
i. nd 1 24*4 bats 12"oc. unless otherwise BEEN
noted. on the plan& SAN BERNARDINO COUNTY
2. 1 v I's 12 to unless otherwise noted dn plans. FLOOD CONYROL DISTRICT
!IAN
FLO
3. "r z 6" unless otherwise noted on. plans. R9!VW0f4* QW& my OAT*
Apo W -M 6-0-6 H.H.H. 2-14-80
S. R 176
1/4 $1 x 51 " DIAM.
STL. PLATE 1/4 to x 2 " STL. BAR
1/4 is x 6 to @ 6 " 0. C.
STL. BAN D
ELEV. "A"
NICOLON MIRAFI 140N Rf-
FILTER FABRIC i ii i K rim m
i:z
it
"I
00
CONST 3" THICK A.C.
SLOPE PROTECTION
ELEV. A: 06.30
Dc 48"
D2: 24 to
b: 4.5'
L2: 2.5 1
C-2.
a
3
4_3
GRADE SURFACE
TO DRAIN
06.30
FS
-,
IPE RIM
\1 /4"x 6" CONST 3" THICK A.C.
STL. BAN XD 0 4t.8 2 SLOPE PROTECTION
C14 LA
V_
YFL NOTES:
FABRICATE WELDED ASSEMBLY WITH
MODIFICATIONS AS SHOWN
6 x 12" HEREON.
OPENING -(TYP CONSTRUCT STRUCTURE PER
29 29 D 48" D [AM. 29 29 O.C.E.M.A. (O.C.P.F. & R.D.)
STD. PLAN 1305 (SHT. 4)
WRAP W/NICOLON MIRAFI 140N
FABRIC AND SECURE WITH
MODIFIED "TYPE V" INLET DETAIL 5A CHICKEN WIRE.
SCALE: 1"=2' Q
REWSION DESCRIP 77ON DA rE I 0VGR. a rY DA 7E SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
APPROVAL SHOWN 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.
BENCH MARK. 8-17 BASIS OF BEARINGS:
BRASS CAP IN 7HE CONCRE7E 8ASE OF 7HE COVTERLINE OF aMUS AVENUE U
C
7HE SOU7H LEG OF AN SCE TOWR AS 9i01W ON RECORO OF SURVEY
J43' NOR 7H OF HMLAND, 0. 2 MI KS T 3519 TAKEN AS N 017030" W. WAS
OF SAN SEVAINE RD., 2.65 M1 KST USED, AS 7HE 8A,9S OF BEARINGS Q
OF SIERRA A W. FOR RIIS MV. Q,
ELCVA RCW.- 1428.609
Prepared Under 7he Supervision Of CITY OF FONTANA, CALIFORNIA U
SE
AN PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC. STORY DRAIN IMPROVEMENT PLANS
L(
DRAWN B Y.- CASA GVNDE AVENUE SCALE:
.0 No. 36637 c 760-A S. ROCHESTER AVENUE
Q� X ONTARIO CA 91761 EFIJA AS SHO]WNN
Exp: 06-30-06 * _�7 t IL SHEET DA 7E. -
PHONE (969) 9,97-9151 DESIGNED 8 Y.- 9 P
GBIEF JUNE 2005
vi
CHECKEO a y. A
"4z jtL/UECCfF DRAWNG NO.
RC 66 EXP. 6-.0046
3949 5
WENDEL L L. iWA TSURU GB 7$165 CITY ENCIAfEER R. C. E. 511,52 DATE
WC : JAM 2!�*+Mrl
5 Mat(
J/48)R
JA126-2050\storm\SD05.dwa. 414/2006 5:21-37 PM. DJ
DOVAL (TYP.)
PLAN
Z$tk; I lVN A -A
200 mvAfT,
10964
K 900 -NA t
DOWEL DETAIL
a )t4l I I
FLOW LINg
0
CURB L1149
STEPS : -.0 tr
'0 Mo
(41 m I N.
OCRL
Ll -
C
TOOT, sua'j;
L opTION&
SUBGRADE Ic
loi3lle WINTIMHP
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
Px"weo fff nis 'IT,"
ftem VOOPAS STR40pim m CURB OPENING CATCH BASIN mWe
GRU-No0woom%unu
19" 300-2
REV. IM USH WffH STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION SHERT 100 2
NOTES,
I. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMiTS OF EXISTING OR PROPOSED
SIDEWALK OR IS CONTIOSUOUS TO SUCH SIDEWALK. THE TOP SLAB Or THE BASIN MAY BE
POURED EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY USING THE SAME CLASS
or CONCRETE AS IN THE BASIN. WHEN POURED MONOLITH ICAL�Y. ItHE ?1IOEWALK SHIft at
PROVIDED WITH A WEAKENED PLANE OR A 23 rnm(I') DEEP SAW UT CON INU
XTiRNAL P OSjU$LY AR UND
THEE PERIMET Of THE CATCH BASIN WALLS. INCLUDING ACA THE FULL WIDTH
OF THE SIDEWALK. SURFACE Of ALL EXPOSED CONCRETE $14ALL COWORM IN SLOPE. GRADE.
COLOR, FINISH. AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE
BASIN.
2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED 13Y CURVED FORMS. AND SHALL NOT BE
SHAPED 13Y PLASTERING.
3. FLOOR OF BASIN $HALL BE GIVEN A STEEL TROWEL FINISH AND $HALL HAVE A LONGITUDINAL
AND LATERAL ILOPE OF 1.- 12 MINIMU AND Is 3 MAXIMUM. EXCEPT WHERE TH9 GUTTER GRADE
EXCEEDS a E CENT, IN WHICH CA$ THE LONGITUDINAL SLOPE Of THE FLOOR SHALL BE
THE SAME THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET.
4. DIMENSIONS,
8 a 970 (rdo(W-22)
V 2 THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT Of
THE CATCH BASIN AT THE OUTLET a 1.35 m(4.51).
v us THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT
THE SPJTREAM EJO Of THE BASIN AND $HALL BEAF.T% INEO BY THE REQUIREMENTS
OF N T 3. 13UT 14ALL NOT BE LISS THAN CURB Act MLUS 300 m4129).
,V, a THE DIFFERENCE IN ELEVATION 139TWEEN THE TOP OF THE CURB MO THE INVERT OF
THE INLeT. NOTED ON THE PROJECT PLANS.
H a NOTED ON THE PROJECt PLAAS.
W s NOTED ON THE PROJECT PLANS.
A a THE ANGLE. IN DEGREES. INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE
AND THE CATCH 13ASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED.
S. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPECI-
FIEO. THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN.
WHERE THE CONNECTOR PIPE 13 SHOWN AT A COLRpf THE CENTERLINE Of THE PIPE $14ALL
INTERSECT THE INSIDE CORNER Or THE BASIN. THE %PC MAY BE CUT AND IMMED AT A
SKEW AT
CfiSSARY TO INSUR PIPE EMI EOMSNT.
ANS JINIZI,?0 ffwn(3 8 A
rkL AROUND. WITHIN
THE C ASIN WALL. 5 RADIUS Of ROU1401NO F ST UCTUR
ALL AROUND. ADJACCNIT TO PIPE ENj)$. ATrN ff, CONCRETE.
Lt. ?LITHIC C TCH BASIN CONNEC ION A
ATC
'H
I
USE&TO JOIN THE CONNECTOR PIPE TO BA IN WHENEVER ANGLE @AD 138 M31HAN
7 GREES OR GREATER THAN 110 DEGREES. OR WHENEVER THE CONNECTOR PIPE 13 LOCATED
IN A CORNER. THE OPTIONAL Ulf OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE
13 PERMITTED. MONOLITHIC CA H BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUT-
TING STANDARD LENGTH$ Or PIPE.
6. STEPS $HALL BE LOCAT&D AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS.
THEY $HALL BE LOCATE AT THE CENTERLINE Or THE DOWNSTREAM ENO WALL. STEPS SHALL
BE SPACED 300 ma)(129) APART. THE TOP STEP $HALL BE 175 mffATO) 13ELOW THE TOP TO THE
MANHOLE AND PROJECT 65 ffv*2-1/2*). ALL OTHER STEPS SHALL PROJECT 130 x&456).
7. DOWELS ARE REOUIRED AT EACH CORNER AND AT 2 m(r) ON CENTER (MAXIMUM) ALONG THE
8ACKWALL.
8. 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
312 CATCH BASIN MANHOLE FRAME AND COVER
633 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
9. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT IEOYAL
VALUES. IF METRIC VALUES Alit USED. ALL VALUES USED FOR CONSTRUCTION SHALL
METRIC VALUES. EXCEPT REINFORCING 13ARS SIZt! IN ENOL13H UNITS MAY 8k 3813STITUTE
'a C T18N
FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE $0. ALL VALUES USED F NSTRUC
$HALL BE ENGLISH UNITS.
AMERICAN PU13LIC WORKS AISMIATION - MUTHEM UAWFRMA 50TER
3TANWD PtM
300-2
CURB OPENING CATCH BASIN SHEET 2 OF 2
... &AAA&&& 1FATATA"AAMAYATA
TOLL FREE - 800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
0 galvanized steel
(tom 2)
Add 46 bars ;0wrf-v
. (total 2)
"Ce
"_j:P1Pe
0 ROOM
&AN
b
Precast concr ete end
block to be placed flush
with end of pipe as.
directed by the Engineer.
0:
1 %top
0
2
/1001
See
SUP
EL9XA ION
PmLEE 9L!Q -E,Nbmm TYPE "All
NOTES- (Precast Concrete End Black)
i. nd 1 24*4 bats 12"oc. unless otherwise BEEN
noted. on the plan& SAN BERNARDINO COUNTY
2. 1 v I's 12 to unless otherwise noted dn plans. FLOOD CONYROL DISTRICT
!IAN
FLO
3. "r z 6" unless otherwise noted on. plans. R9!VW0f4* QW& my OAT*
Apo W -M 6-0-6 H.H.H. 2-14-80
S. R 176
1/4 $1 x 51 " DIAM.
STL. PLATE 1/4 to x 2 " STL. BAR
1/4 is x 6 to @ 6 " 0. C.
STL. BAN D
ELEV. "A"
NICOLON MIRAFI 140N Rf-
FILTER FABRIC i ii i K rim m
i:z
it
"I
00
CONST 3" THICK A.C.
SLOPE PROTECTION
ELEV. A: 06.30
Dc 48"
D2: 24 to
b: 4.5'
L2: 2.5 1
C-2.
a
3
4_3
GRADE SURFACE
TO DRAIN
06.30
FS
-,
IPE RIM
\1 /4"x 6" CONST 3" THICK A.C.
STL. BAN XD 0 4t.8 2 SLOPE PROTECTION
C14 LA
V_
YFL NOTES:
FABRICATE WELDED ASSEMBLY WITH
MODIFICATIONS AS SHOWN
6 x 12" HEREON.
OPENING -(TYP CONSTRUCT STRUCTURE PER
29 29 D 48" D [AM. 29 29 O.C.E.M.A. (O.C.P.F. & R.D.)
STD. PLAN 1305 (SHT. 4)
WRAP W/NICOLON MIRAFI 140N
FABRIC AND SECURE WITH
MODIFIED "TYPE V" INLET DETAIL 5A CHICKEN WIRE.
SCALE: 1"=2' Q
REWSION DESCRIP 77ON DA rE I 0VGR. a rY DA 7E SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
APPROVAL SHOWN 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.
BENCH MARK. 8-17 BASIS OF BEARINGS:
BRASS CAP IN 7HE CONCRE7E 8ASE OF 7HE COVTERLINE OF aMUS AVENUE U
C
7HE SOU7H LEG OF AN SCE TOWR AS 9i01W ON RECORO OF SURVEY
J43' NOR 7H OF HMLAND, 0. 2 MI KS T 3519 TAKEN AS N 017030" W. WAS
OF SAN SEVAINE RD., 2.65 M1 KST USED, AS 7HE 8A,9S OF BEARINGS Q
OF SIERRA A W. FOR RIIS MV. Q,
ELCVA RCW.- 1428.609
Prepared Under 7he Supervision Of CITY OF FONTANA, CALIFORNIA U
SE
AN PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC. STORY DRAIN IMPROVEMENT PLANS
L(
DRAWN B Y.- CASA GVNDE AVENUE SCALE:
.0 No. 36637 c 760-A S. ROCHESTER AVENUE
Q� X ONTARIO CA 91761 EFIJA AS SHO]WNN
Exp: 06-30-06 * _�7 t IL SHEET DA 7E. -
PHONE (969) 9,97-9151 DESIGNED 8 Y.- 9 P
GBIEF JUNE 2005
vi
CHECKEO a y. A
"4z jtL/UECCfF DRAWNG NO.
RC 66 EXP. 6-.0046
3949 5
WENDEL L L. iWA TSURU GB 7$165 CITY ENCIAfEER R. C. E. 511,52 DATE
WC : JAM 2!�*+Mrl
5 Mat(
J/48)R
JA126-2050\storm\SD05.dwa. 414/2006 5:21-37 PM. DJ
AMERICAN PU13LIC WORKS AISMIATION - MUTHEM UAWFRMA 50TER
3TANWD PtM
300-2
CURB OPENING CATCH BASIN SHEET 2 OF 2
... &AAA&&& 1FATATA"AAMAYATA
TOLL FREE - 800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
0 galvanized steel
(tom 2)
Add 46 bars ;0wrf-v
. (total 2)
"Ce
"_j:P1Pe
0 ROOM
&AN
b
Precast concr ete end
block to be placed flush
with end of pipe as.
directed by the Engineer.
0:
1 %top
0
2
/1001
See
SUP
EL9XA ION
PmLEE 9L!Q -E,Nbmm TYPE "All
NOTES- (Precast Concrete End Black)
i. nd 1 24*4 bats 12"oc. unless otherwise BEEN
noted. on the plan& SAN BERNARDINO COUNTY
2. 1 v I's 12 to unless otherwise noted dn plans. FLOOD CONYROL DISTRICT
!IAN
FLO
3. "r z 6" unless otherwise noted on. plans. R9!VW0f4* QW& my OAT*
Apo W -M 6-0-6 H.H.H. 2-14-80
S. R 176
1/4 $1 x 51 " DIAM.
STL. PLATE 1/4 to x 2 " STL. BAR
1/4 is x 6 to @ 6 " 0. C.
STL. BAN D
ELEV. "A"
NICOLON MIRAFI 140N Rf-
FILTER FABRIC i ii i K rim m
i:z
it
"I
00
CONST 3" THICK A.C.
SLOPE PROTECTION
ELEV. A: 06.30
Dc 48"
D2: 24 to
b: 4.5'
L2: 2.5 1
C-2.
a
3
4_3
GRADE SURFACE
TO DRAIN
06.30
FS
-,
IPE RIM
\1 /4"x 6" CONST 3" THICK A.C.
STL. BAN XD 0 4t.8 2 SLOPE PROTECTION
C14 LA
V_
YFL NOTES:
FABRICATE WELDED ASSEMBLY WITH
MODIFICATIONS AS SHOWN
6 x 12" HEREON.
OPENING -(TYP CONSTRUCT STRUCTURE PER
29 29 D 48" D [AM. 29 29 O.C.E.M.A. (O.C.P.F. & R.D.)
STD. PLAN 1305 (SHT. 4)
WRAP W/NICOLON MIRAFI 140N
FABRIC AND SECURE WITH
MODIFIED "TYPE V" INLET DETAIL 5A CHICKEN WIRE.
SCALE: 1"=2' Q
REWSION DESCRIP 77ON DA rE I 0VGR. a rY DA 7E SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
APPROVAL SHOWN 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.
BENCH MARK. 8-17 BASIS OF BEARINGS:
BRASS CAP IN 7HE CONCRE7E 8ASE OF 7HE COVTERLINE OF aMUS AVENUE U
C
7HE SOU7H LEG OF AN SCE TOWR AS 9i01W ON RECORO OF SURVEY
J43' NOR 7H OF HMLAND, 0. 2 MI KS T 3519 TAKEN AS N 017030" W. WAS
OF SAN SEVAINE RD., 2.65 M1 KST USED, AS 7HE 8A,9S OF BEARINGS Q
OF SIERRA A W. FOR RIIS MV. Q,
ELCVA RCW.- 1428.609
Prepared Under 7he Supervision Of CITY OF FONTANA, CALIFORNIA U
SE
AN PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC. STORY DRAIN IMPROVEMENT PLANS
L(
DRAWN B Y.- CASA GVNDE AVENUE SCALE:
.0 No. 36637 c 760-A S. ROCHESTER AVENUE
Q� X ONTARIO CA 91761 EFIJA AS SHO]WNN
Exp: 06-30-06 * _�7 t IL SHEET DA 7E. -
PHONE (969) 9,97-9151 DESIGNED 8 Y.- 9 P
GBIEF JUNE 2005
vi
CHECKEO a y. A
"4z jtL/UECCfF DRAWNG NO.
RC 66 EXP. 6-.0046
3949 5
WENDEL L L. iWA TSURU GB 7$165 CITY ENCIAfEER R. C. E. 511,52 DATE
WC : JAM 2!�*+Mrl
5 Mat(
J/48)R
JA126-2050\storm\SD05.dwa. 414/2006 5:21-37 PM. DJ
TOLL FREE - 800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
0 galvanized steel
(tom 2)
Add 46 bars ;0wrf-v
. (total 2)
"Ce
"_j:P1Pe
0 ROOM
&AN
b
Precast concr ete end
block to be placed flush
with end of pipe as.
directed by the Engineer.
0:
1 %top
0
2
/1001
See
SUP
EL9XA ION
PmLEE 9L!Q -E,Nbmm TYPE "All
NOTES- (Precast Concrete End Black)
i. nd 1 24*4 bats 12"oc. unless otherwise BEEN
noted. on the plan& SAN BERNARDINO COUNTY
2. 1 v I's 12 to unless otherwise noted dn plans. FLOOD CONYROL DISTRICT
!IAN
FLO
3. "r z 6" unless otherwise noted on. plans. R9!VW0f4* QW& my OAT*
Apo W -M 6-0-6 H.H.H. 2-14-80
S. R 176
1/4 $1 x 51 " DIAM.
STL. PLATE 1/4 to x 2 " STL. BAR
1/4 is x 6 to @ 6 " 0. C.
STL. BAN D
ELEV. "A"
NICOLON MIRAFI 140N Rf-
FILTER FABRIC i ii i K rim m
i:z
it
"I
00
CONST 3" THICK A.C.
SLOPE PROTECTION
ELEV. A: 06.30
Dc 48"
D2: 24 to
b: 4.5'
L2: 2.5 1
C-2.
a
3
4_3
GRADE SURFACE
TO DRAIN
06.30
FS
-,
IPE RIM
\1 /4"x 6" CONST 3" THICK A.C.
STL. BAN XD 0 4t.8 2 SLOPE PROTECTION
C14 LA
V_
YFL NOTES:
FABRICATE WELDED ASSEMBLY WITH
MODIFICATIONS AS SHOWN
6 x 12" HEREON.
OPENING -(TYP CONSTRUCT STRUCTURE PER
29 29 D 48" D [AM. 29 29 O.C.E.M.A. (O.C.P.F. & R.D.)
STD. PLAN 1305 (SHT. 4)
WRAP W/NICOLON MIRAFI 140N
FABRIC AND SECURE WITH
MODIFIED "TYPE V" INLET DETAIL 5A CHICKEN WIRE.
SCALE: 1"=2' Q
REWSION DESCRIP 77ON DA rE I 0VGR. a rY DA 7E SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
APPROVAL SHOWN 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.
BENCH MARK. 8-17 BASIS OF BEARINGS:
BRASS CAP IN 7HE CONCRE7E 8ASE OF 7HE COVTERLINE OF aMUS AVENUE U
C
7HE SOU7H LEG OF AN SCE TOWR AS 9i01W ON RECORO OF SURVEY
J43' NOR 7H OF HMLAND, 0. 2 MI KS T 3519 TAKEN AS N 017030" W. WAS
OF SAN SEVAINE RD., 2.65 M1 KST USED, AS 7HE 8A,9S OF BEARINGS Q
OF SIERRA A W. FOR RIIS MV. Q,
ELCVA RCW.- 1428.609
Prepared Under 7he Supervision Of CITY OF FONTANA, CALIFORNIA U
SE
AN PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC. STORY DRAIN IMPROVEMENT PLANS
L(
DRAWN B Y.- CASA GVNDE AVENUE SCALE:
.0 No. 36637 c 760-A S. ROCHESTER AVENUE
Q� X ONTARIO CA 91761 EFIJA AS SHO]WNN
Exp: 06-30-06 * _�7 t IL SHEET DA 7E. -
PHONE (969) 9,97-9151 DESIGNED 8 Y.- 9 P
GBIEF JUNE 2005
vi
CHECKEO a y. A
"4z jtL/UECCfF DRAWNG NO.
RC 66 EXP. 6-.0046
3949 5
WENDEL L L. iWA TSURU GB 7$165 CITY ENCIAfEER R. C. E. 511,52 DATE
WC : JAM 2!�*+Mrl
5 Mat(
J/48)R
JA126-2050\storm\SD05.dwa. 414/2006 5:21-37 PM. DJ
GRADE SURFACE
TO DRAIN
06.30
FS
-,
IPE RIM
\1 /4"x 6" CONST 3" THICK A.C.
STL. BAN XD 0 4t.8 2 SLOPE PROTECTION
C14 LA
V_
YFL NOTES:
FABRICATE WELDED ASSEMBLY WITH
MODIFICATIONS AS SHOWN
6 x 12" HEREON.
OPENING -(TYP CONSTRUCT STRUCTURE PER
29 29 D 48" D [AM. 29 29 O.C.E.M.A. (O.C.P.F. & R.D.)
STD. PLAN 1305 (SHT. 4)
WRAP W/NICOLON MIRAFI 140N
FABRIC AND SECURE WITH
MODIFIED "TYPE V" INLET DETAIL 5A CHICKEN WIRE.
SCALE: 1"=2' Q
REWSION DESCRIP 77ON DA rE I 0VGR. a rY DA 7E SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
APPROVAL SHOWN 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.
BENCH MARK. 8-17 BASIS OF BEARINGS:
BRASS CAP IN 7HE CONCRE7E 8ASE OF 7HE COVTERLINE OF aMUS AVENUE U
C
7HE SOU7H LEG OF AN SCE TOWR AS 9i01W ON RECORO OF SURVEY
J43' NOR 7H OF HMLAND, 0. 2 MI KS T 3519 TAKEN AS N 017030" W. WAS
OF SAN SEVAINE RD., 2.65 M1 KST USED, AS 7HE 8A,9S OF BEARINGS Q
OF SIERRA A W. FOR RIIS MV. Q,
ELCVA RCW.- 1428.609
Prepared Under 7he Supervision Of CITY OF FONTANA, CALIFORNIA U
SE
AN PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC. STORY DRAIN IMPROVEMENT PLANS
L(
DRAWN B Y.- CASA GVNDE AVENUE SCALE:
.0 No. 36637 c 760-A S. ROCHESTER AVENUE
Q� X ONTARIO CA 91761 EFIJA AS SHO]WNN
Exp: 06-30-06 * _�7 t IL SHEET DA 7E. -
PHONE (969) 9,97-9151 DESIGNED 8 Y.- 9 P
GBIEF JUNE 2005
vi
CHECKEO a y. A
"4z jtL/UECCfF DRAWNG NO.
RC 66 EXP. 6-.0046
3949 5
WENDEL L L. iWA TSURU GB 7$165 CITY ENCIAfEER R. C. E. 511,52 DATE
WC : JAM 2!�*+Mrl
5 Mat(
J/48)R
JA126-2050\storm\SD05.dwa. 414/2006 5:21-37 PM. DJ
BENCH MARK. 8-17 BASIS OF BEARINGS:
BRASS CAP IN 7HE CONCRE7E 8ASE OF 7HE COVTERLINE OF aMUS AVENUE U
C
7HE SOU7H LEG OF AN SCE TOWR AS 9i01W ON RECORO OF SURVEY
J43' NOR 7H OF HMLAND, 0. 2 MI KS T 3519 TAKEN AS N 017030" W. WAS
OF SAN SEVAINE RD., 2.65 M1 KST USED, AS 7HE 8A,9S OF BEARINGS Q
OF SIERRA A W. FOR RIIS MV. Q,
ELCVA RCW.- 1428.609
Prepared Under 7he Supervision Of CITY OF FONTANA, CALIFORNIA U
SE
AN PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC. STORY DRAIN IMPROVEMENT PLANS
L(
DRAWN B Y.- CASA GVNDE AVENUE SCALE:
.0 No. 36637 c 760-A S. ROCHESTER AVENUE
Q� X ONTARIO CA 91761 EFIJA AS SHO]WNN
Exp: 06-30-06 * _�7 t IL SHEET DA 7E. -
PHONE (969) 9,97-9151 DESIGNED 8 Y.- 9 P
GBIEF JUNE 2005
vi
CHECKEO a y. A
"4z jtL/UECCfF DRAWNG NO.
RC 66 EXP. 6-.0046
3949 5
WENDEL L L. iWA TSURU GB 7$165 CITY ENCIAfEER R. C. E. 511,52 DATE
WC : JAM 2!�*+Mrl
5 Mat(
J/48)R
JA126-2050\storm\SD05.dwa. 414/2006 5:21-37 PM. DJ