HomeMy WebLinkAbout3780-3DUSTING ABANDONED `$
STORM 0 PER CITY
SEE SHEEP 2x Of 5
SULTANA
AVENUE
rut. KIIn II
I
EX. R II
EXISTING 66" STORM DRAIN
PER CITY DWG. NO. 3433 -
SEE SHEET 2 OF 3
REV.
DIAL TWO 11URKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
aq A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
�'4!-IRIVIGOJTfLu6o"IT�9192,2-i
EXISTING
EDISON LINES
REVISION DESCRIPTION
`PROP. R/W
IXISIING
CABLE LINES
IXIpiNG
�10 WATER
z -
L
Q
REMOVAL AND REPLACEMENT
OF AC PAVEMENT PER CIN
DWG N0. 3779
\- E)(. R/W
"94 MOVU1020
I-XISTING DETENTION BASIN
PER CITY DWG N0. 3384
DATE I ENGR.I CITY I DATE
GRAPHIC SCALE
SHOULD CONSTRUCTION OF 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
(IN FffT)
1Mn 40 FT.
ON .CT& PIPE
IOM0430 mm
03 OR #40190) OC
ROUND EDGES TO RADIUS G
Of APPROXIMATE 10 Or
LATERAL. MAXIMUM
900 mm (369) a
•N"
4 ,
+; MAIN LINE �
TABL
FOR QIMENVONS
ANI) 8AA sizes
TRANSITION STRUCTURE
MEE am ME
SON
O2
OR
B
(ns%J (INCHES) (Inas)
P
OR
T
(INCHES)
MISSION
MINIONS
o
OEM on
300
370
12
i0
110
110
IEEE
7.570 19' 17'05" 22.50' 3.82'
••
N35000018"E
450 is A90 41/2
OEM
E so M
MENNEN MW
473 27 140 3 1/2
MEN
SEIM M=
0
24
00
ME offin
315
4_
39
V- PIF
a
1050
42
M
71/2
.31
t
oil
�-
1125 1 45 200 7 3/4
1200 40 2I0 a
MEN
M
2:01 ME ME ME 0 ME
Jim L
M SEEM 1 115
1000 60 250 91/2
Isis 63 260 10
1630 66 260 101/4
1720 69 280 10 3/4
1800 72 280 11
As
2100 44 320 121/2
2230
90
340
13 1/4
�m MISSION
100021011
AM ME
A
0
2400 96 360 14
_ _SON= ME
MOSON
M= IMMM MEMO
f
NINE M so
2790 100 410 16
2900 114 420 16 in
3000 120 440 17
3130 1 126 440 Il
MOONS
4
3450 138 450 171/Z
3600 144 440 19
s
1.86
915
4b
500
VY
46
MEMO
am= - M M
1000IIIIIIIIIIIN 0
5
SAM
M OEM
ME SOME
21
SO
15
40F
M
LIS
.
84
2.31-
1125
11615
43
-
1134
6
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saw
4
M M SEE
t2TS
176
4600
80
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11 11 11 1 11 11
DUSTING ABANDONED `$
STORM 0 PER CITY
SEE SHEEP 2x Of 5
SULTANA
AVENUE
rut. KIIn II
I
EX. R II
EXISTING 66" STORM DRAIN
PER CITY DWG. NO. 3433 -
SEE SHEET 2 OF 3
REV.
DIAL TWO 11URKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
aq A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
�'4!-IRIVIGOJTfLu6o"IT�9192,2-i
EXISTING
EDISON LINES
REVISION DESCRIPTION
`PROP. R/W
IXISIING
CABLE LINES
IXIpiNG
�10 WATER
z -
L
Q
REMOVAL AND REPLACEMENT
OF AC PAVEMENT PER CIN
DWG N0. 3779
\- E)(. R/W
"94 MOVU1020
I-XISTING DETENTION BASIN
PER CITY DWG N0. 3384
DATE I ENGR.I CITY I DATE
GRAPHIC SCALE
SHOULD CONSTRUCTION OF 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
(IN FffT)
1Mn 40 FT.
ON .CT& PIPE
IOM0430 mm
03 OR #40190) OC
ROUND EDGES TO RADIUS G
Of APPROXIMATE 10 Or
LATERAL. MAXIMUM
900 mm (369) a
•N"
4 ,
+; MAIN LINE �
&
STATION
STATION PT.
0 BARS
A
w AeliI
son
rrr��I
Ui�l�t�t.ruu�i�
r
(l ELEV. LEY.
I � i
IsM0450 mm 040180) OC
BOTH WAYS. TO 8E USVYH N
D2 IS 1500 mm (60') 0 MOR
LONGITUDINAL SECTI
D BARB
A BARS I 0R #4)
F BARB r
t r
1� I
IOM9450 rrwn
ca 03 ORO#4 6 13ARS
[LEY. R ELEY. s
13M0430 mm (•40196) Oc
BOTH WAYS. TO elf U d
WHEN I IS 1500 mm(+�f')OR MOE
E MAIN LINE
SECTION ON Nr -N#,N"
PROJECT ON -•M-N°"
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
TABL
FOR QIMENVONS
ANI) 8AA sizes
TRANSITION STRUCTURE
sT METRIC `A"
Pusuc � sY,�omoa rte..
GRE090 `� MIMUEE
O2
OR
B
(ns%J (INCHES) (Inas)
P
OR
T
(INCHES)
4p
a
o
�•
300
370
12
i0
110
110
4
41/4
7.570 19' 17'05" 22.50' 3.82'
••
N35000018"E
450 is A90 41/2
320 21 130 5
i
.•
600 24 140 'S t/4
473 27 140 3 1/2
ISO 30 160 a
820 33 160 61/4
24
900 36 174 4
315
4_
915 39 1$0 y
a
1050
42
190
71/2
.31
t
..
�-
1125 1 45 200 7 3/4
1200 40 2I0 a
1273 51 220 a 1/2
1300 54 230 9
1420 37 240 $1/4
1000 60 250 91/2
Isis 63 260 10
1630 66 260 101/4
1720 69 280 10 3/4
1800 72 280 11
ISSO to 304 If 3/4
2100 44 320 121/2
2230
90
340
13 1/4
cl^6l]
S
2400 96 360 14
2530 102 1 400 IS 1/2
2790 100 410 16
2900 114 420 16 in
3000 120 440 17
3130 1 126 440 Il
3300 132 430 111112
4
3450 138 450 171/Z
3600 144 440 19
s
&
STATION
STATION PT.
0 BARS
A
w AeliI
son
rrr��I
Ui�l�t�t.ruu�i�
r
(l ELEV. LEY.
I � i
IsM0450 mm 040180) OC
BOTH WAYS. TO 8E USVYH N
D2 IS 1500 mm (60') 0 MOR
LONGITUDINAL SECTI
D BARB
A BARS I 0R #4)
F BARB r
t r
1� I
IOM9450 rrwn
ca 03 ORO#4 6 13ARS
[LEY. R ELEY. s
13M0430 mm (•40196) Oc
BOTH WAYS. TO elf U d
WHEN I IS 1500 mm(+�f')OR MOE
E MAIN LINE
SECTION ON Nr -N#,N"
PROJECT ON -•M-N°"
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMMCATEDINnit
TRANSITION STRUCTURE
sT METRIC `A"
Pusuc � sY,�omoa rte..
GRE090 `� MIMUEE
PIPE TO PIPE
340 1
I
71.81'
B
REV. Isse
SHEET i OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
CONSTRUCTION NOTES
2 INSTALL 24" RCP (1500-0)
6 REMOVE & REPLACE EXISTING CURB & GUTTER
7 PROTECT EXISTING CURB & GUTTER
8 PROTECT EXISTING BLOCK WALL
9 EXISTING WATER TO BE ENCASED PER DETAIL ON SHEET 1
11 CONSTRUCT TRANSITION STRUCTURE PER A.P.W.A. STD PLAN 340-1
12 CONSTRUCT 50 LB. ROCK 15" THICK WITH FILTER BLANKET 5' X 15' WIDE
13 CONSTRUCT SINGLE PIPE HEADWALL PER CALTRANS STD DWG. 089,
PER DETAIL HEREON
14 INSTALL 30" RCP (1500-0)
15 REMOVE EXISTING BLOCK WALL & REPLACE PER DETAIL ON SHEET 4
16 CONSTRUCT CONCRETE ENCASEMENT PER DETAIL ON SHEET 1
BASIS OF BEARINGS:
BEARINGS ARE BASED ON THE CENTERLINE OF BEECH AVENUE
BEING NORTH 00'21'4510 EAST AS SHOWN ON TRACT 16477, RECORDED IN
MAP BOOK 298, PAGES 59-62, RECORDS OF SAN BERNARDINO COUNTY.
PREPARED FOR.-
VW
OR:VW MILLER 1 LLC
10370 TRADEMARK STREET
RANCHO CUCAMONGA
CA 91730
TEL 909 291-7600
FAX 909 291-7630
BENCHMARK
CITY OF FONTANA BENCHMARK NO. 360
A NAIL IN POLE NO. 1563704E AT THE
SOUTHWEST CORNER OF LIME AVENUE
AND BASELINE AVENUE.
ELEVATION 1376.0
. E3 mra Cham ter ->. j 19 can Cho.n ter
14
s D 11
t 1,
zoo ;. L 200--1 _.� ?or sa0 rr' u3n
FR�_ELEvA NON _ L .�
SINGLE PEADA LL FRONT EL EVA rION
DOUBLE IIEA0'#ALL
STMOMD PLM
340 1
SHEET 2OF2
LINE & CURVE TABLE
:..
BEARING
LENGTH DELTA RADIUS TANGENT
A
N 14' 16047'1N
71.81'
B
N15'43131
6.10'
C
K2
7.570 19' 17'05" 22.50' 3.82'
D
N35000018"E
35.03'
E
N 14' 16'47V
82.88'
BASIS OF BEARINGS:
BEARINGS ARE BASED ON THE CENTERLINE OF BEECH AVENUE
BEING NORTH 00'21'4510 EAST AS SHOWN ON TRACT 16477, RECORDED IN
MAP BOOK 298, PAGES 59-62, RECORDS OF SAN BERNARDINO COUNTY.
PREPARED FOR.-
VW
OR:VW MILLER 1 LLC
10370 TRADEMARK STREET
RANCHO CUCAMONGA
CA 91730
TEL 909 291-7600
FAX 909 291-7630
BENCHMARK
CITY OF FONTANA BENCHMARK NO. 360
A NAIL IN POLE NO. 1563704E AT THE
SOUTHWEST CORNER OF LIME AVENUE
AND BASELINE AVENUE.
ELEVATION 1376.0
. E3 mra Cham ter ->. j 19 can Cho.n ter
14
s D 11
t 1,
zoo ;. L 200--1 _.� ?or sa0 rr' u3n
FR�_ELEvA NON _ L .�
SINGLE PEADA LL FRONT EL EVA rION
DOUBLE IIEA0'#ALL
�,#7AIGHT NEAD`NALLS
rFor corner steel detail sea
SeCtIW A -A
+9 M Chysfer - Y4 __
--J
FRONT ELEYATIQN "L" HEADWALL
Crit roL"I" fcw- Pies
less thw IM rte diameter
230-0.�-
I !30
I<l
SECTION, 5INGLE
OOUBLE VEADWALLS
Orel t oixWlnq
tw pi
I*$$ th9n
1200 nm dlumter
130- ..
230 x.-130
-� I
w.-
SEC 1`10N "L" HEADWALL
STMOMD PLM
340 1
SHEET 2OF2
TRANSITION TRUCTUREMETRIC
PIPE TO PIPE
:..
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r
L Steel fiorrc
o f
r
M
K2
3
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pit►%Ij�'II,�
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0.5
0.63
6
3
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M
i
1550
34
.
SS
615
i 8
t9
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Z
1.53
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#
3300
4
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s
1.86
915
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5
6
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84
2.31-
1125
11615
43
-
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6
. 5$
r1t a,
.,.
4
t2TS
176
4600
80
3.
1
1860
2.4
71
I
�,#7AIGHT NEAD`NALLS
rFor corner steel detail sea
SeCtIW A -A
+9 M Chysfer - Y4 __
--J
FRONT ELEYATIQN "L" HEADWALL
Crit roL"I" fcw- Pies
less thw IM rte diameter
230-0.�-
I !30
I<l
SECTION, 5INGLE
OOUBLE VEADWALLS
Orel t oixWlnq
tw pi
I*$$ th9n
1200 nm dlumter
130- ..
230 x.-130
-� I
w.-
SEC 1`10N "L" HEADWALL
„L" PEAR"HALLS
CIRC&AR PIPE CULVERT HEADWALLS
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
82531 Sierra Avenue
Fontana, Calilnrnia 92335
(909) 356-1815 Fax ( 9) -1795
1 0
Zt
David S. Hammer, R.C.E. 43976 Data
(expires 6/30/1
N07 le 2
1. THE HORIZONTAL ANGLE OF CONVERGENCE OR DIVERGENCE. 0. SHALL
NOT EXCEED 5° 45' .
2. VALUES FOR A. B. C. DI, AND D2 ARE SHOWN ON THE PROJECT
DRAWINGS. ELEVATION R AND ELEVATION S ARE SHOWN WHEN
REQUIRED BY NOTE 10.
3. FLOOR OF STRUCTURE SHALL BE STEEL TROWELED TO SPRING LINE.
4. REINFORCEMENT STEEL SHALL CONFORM TO ASTM A 615 M (A 615).
GRADE 300(40). AND SHALL TERMINATE 40 mm 0 1/20) CLEAR OF
CONCRETE SURFACES UNLESS OTHERWISE SHOWN. LONGITUDINAL
BAR$ SHALL BE IOM 0 450 mm 03 OR *4 0 180) OC OR LESS.
5. ELEVATION S APPLIES AT INSIDE WALL OF STRUCTURE.
6. TRANSITION STRUCTURE SHALL BE POURED IN ONE CONTINUOUS
OPERATION. EXCEPT THAT THE CONTRACTOR SHALL HAVE THE
OPTION OF PLACING AT THE SPRING LINE A CONSTRUCTION JOINT
LONGITUDINAL KEYWAY.
7. THE LENGTH OF THE STRUCTURE MAY BE INCREASED AT THE OPTION
OF TH� CONTRACTOR TO MEET RCP ENDS. USING D BARS.
LONGITUDINAL AND BOTTOM REINFORCEMENT IN EXTENDED PORTION
OF SAME DIAMETER AND SPACING AS SPECIFIED IN THE TABLE. BUT
ANY CHANGE IN THE LOCATION OF SPUR MUST BE APPROVED BY THE
ENGINEER.
8. EMBEDMENT P SHALL BE AS SPECIFIED IN THE TABLE. UNLESS
OTHERWISE SHOWN ON THE PROJECT DRAWINGS.
9. WHEN THERE IS NO SPUR REQUIRED, A a B BARS SHALL BE OMITTED.
10. WHEN ELEVATION R AND ELEVATION S ARE NOT SHOWN ON PROJECT
DRAWINGS. INLET PIPE SHALL ENTER MAIN LINE RADIALLY. WHEN
INLET PIPE ENTERS MAIN LINE OTHER THAN RADIALLY, ELEVATION S
SHALL BE SHOWN ON PROJECT DRAWINGS. AND INLET PIPE SHALL
BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO CATCH BASIN
OR GRADE BREAK IN INLET LINE. ELEVATION R SHALL BE SHOWN ON
PROJECT DRAWINGSN Y WHEN STUB 15 TO BE PROVIDED IN MAIN
LINE FOR FUTURE CONSTRUCTION OF INLET PIPE.
II. THE MAXIMUM COVER ABOVE THIS STRUCTURE SHALL BE 7.5 m (259.
IF THE COVER EXCEEDS 7.5 m (259 A SPECIAL STRUCTURE SHALL BE
DESIGNED FOR THE COVER AND DETAILED ON THE PROJECT DRAWINGS.
12. 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 BAR 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.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STMOMD PLM
340 1
SHEET 2OF2
TRANSITION TRUCTUREMETRIC
PIPE TO PIPE
:..
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I
r. I��1I111
'�'_� 3111�i
WIN
pit►%Ij�'II,�
'�_�
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M•'
DOI
1,
r1t a,
l
''
*RAI
„L" PEAR"HALLS
CIRC&AR PIPE CULVERT HEADWALLS
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
82531 Sierra Avenue
Fontana, Calilnrnia 92335
(909) 356-1815 Fax ( 9) -1795
1 0
Zt
David S. Hammer, R.C.E. 43976 Data
(expires 6/30/1
N07 le 2
1. THE HORIZONTAL ANGLE OF CONVERGENCE OR DIVERGENCE. 0. SHALL
NOT EXCEED 5° 45' .
2. VALUES FOR A. B. C. DI, AND D2 ARE SHOWN ON THE PROJECT
DRAWINGS. ELEVATION R AND ELEVATION S ARE SHOWN WHEN
REQUIRED BY NOTE 10.
3. FLOOR OF STRUCTURE SHALL BE STEEL TROWELED TO SPRING LINE.
4. REINFORCEMENT STEEL SHALL CONFORM TO ASTM A 615 M (A 615).
GRADE 300(40). AND SHALL TERMINATE 40 mm 0 1/20) CLEAR OF
CONCRETE SURFACES UNLESS OTHERWISE SHOWN. LONGITUDINAL
BAR$ SHALL BE IOM 0 450 mm 03 OR *4 0 180) OC OR LESS.
5. ELEVATION S APPLIES AT INSIDE WALL OF STRUCTURE.
6. TRANSITION STRUCTURE SHALL BE POURED IN ONE CONTINUOUS
OPERATION. EXCEPT THAT THE CONTRACTOR SHALL HAVE THE
OPTION OF PLACING AT THE SPRING LINE A CONSTRUCTION JOINT
LONGITUDINAL KEYWAY.
7. THE LENGTH OF THE STRUCTURE MAY BE INCREASED AT THE OPTION
OF TH� CONTRACTOR TO MEET RCP ENDS. USING D BARS.
LONGITUDINAL AND BOTTOM REINFORCEMENT IN EXTENDED PORTION
OF SAME DIAMETER AND SPACING AS SPECIFIED IN THE TABLE. BUT
ANY CHANGE IN THE LOCATION OF SPUR MUST BE APPROVED BY THE
ENGINEER.
8. EMBEDMENT P SHALL BE AS SPECIFIED IN THE TABLE. UNLESS
OTHERWISE SHOWN ON THE PROJECT DRAWINGS.
9. WHEN THERE IS NO SPUR REQUIRED, A a B BARS SHALL BE OMITTED.
10. WHEN ELEVATION R AND ELEVATION S ARE NOT SHOWN ON PROJECT
DRAWINGS. INLET PIPE SHALL ENTER MAIN LINE RADIALLY. WHEN
INLET PIPE ENTERS MAIN LINE OTHER THAN RADIALLY, ELEVATION S
SHALL BE SHOWN ON PROJECT DRAWINGS. AND INLET PIPE SHALL
BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO CATCH BASIN
OR GRADE BREAK IN INLET LINE. ELEVATION R SHALL BE SHOWN ON
PROJECT DRAWINGSN Y WHEN STUB 15 TO BE PROVIDED IN MAIN
LINE FOR FUTURE CONSTRUCTION OF INLET PIPE.
II. THE MAXIMUM COVER ABOVE THIS STRUCTURE SHALL BE 7.5 m (259.
IF THE COVER EXCEEDS 7.5 m (259 A SPECIAL STRUCTURE SHALL BE
DESIGNED FOR THE COVER AND DETAILED ON THE PROJECT DRAWINGS.
12. 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 BAR 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.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STMOMD PLM
340 1
SHEET 2OF2
TRANSITION TRUCTUREMETRIC
PIPE TO PIPE
or 440 me Wn
9 fi,� Gltxnfer'
4150-450 450 m� Cix�t4t
H j
s -ST
I t
L 4 2w-jL I, .�
f
FRONT ELEVATION ERONt _ELEV, TIO1V
SINGLE NEAWNALL 901USLE HbOWALL
STRAIGHT IIEAPNALLS
19 MM Chonfer
L
U , s-- - - _L.-4
11
Corner
Iea1 i".
SECTION A-A� - 194 3"i S 20
22 -
FRONT ELEVATION
"L" HEADWALL
!fit
ISO, i -190
4
SECTION. SINGLE &
OOUGLE HEADWALLS
b
SECTION "L"
HEAWNALL
M
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19 MM Chonfer
L
U , s-- - - _L.-4
11
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Iea1 i".
SECTION A-A� - 194 3"i S 20
22 -
FRONT ELEVATION
"L" HEADWALL
!fit
ISO, i -190
4
SECTION. SINGLE &
OOUGLE HEADWALLS
b
SECTION "L"
HEAWNALL
"L" HEAQWALLS
CORRUGATED METAL PIPE ARCH CULVERT HEADWALLS
NOfES
1. Y4 deduction .vado in quontittes for t aness
of PIPs ;rata.
2. A/ reinforclr4 Steel 013 bars. Afi verticci and
horltontal tto bYs 450 no rm,xt" spvcin%
3. lersgth of +roll"w' _•ray be varied to sett
conditions encountered rn the geld. and stralght
lne interpolation rgvy to uae*3 to cr*>_jata
quantltles.
4. Ouantltres are for design pwPoses may.
STATE Of CALECANA
O£OARTIIVNT Of IRAWWWTA OM
PIPE HEADWALLS
NO SCALE
ALL 01MENSIONS ARE IN
ISI LL I KIERS UNLESS OTMVI SE 514OWN
QRpFESSIpHq CITY OF FONTANA, CALIFORNIA
aP�° S' "q��FFy RANCHO FONNTANA SPECIFIC PLAN
y � z oRAwr, BY: TRACT NO 16992 SCALE:
N 3976 * AEf-1S70RM, D ' N IMPROVEMENT PLANS AS NOTED
a Esc • 8/30/07 �° DESIGNED BY: DATE.-
RC � _ CdG LAT 0110 JULY, 2005
CHECKED BY:P Q DRAWING NO.: 3
rFOf CAL1F�� �ml DATE: lJ- 5F
Qr
CITY ENGINEER R.C.E. 51152 1 3780 4
Rename: M:\dw9\15928\FlNAL DESIGN\STORM DRAIN\0FFSITE\LSD03.DWC
M
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r. I��1I111
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'�_�
OURlazill-I
"111
"L" HEAQWALLS
CORRUGATED METAL PIPE ARCH CULVERT HEADWALLS
NOfES
1. Y4 deduction .vado in quontittes for t aness
of PIPs ;rata.
2. A/ reinforclr4 Steel 013 bars. Afi verticci and
horltontal tto bYs 450 no rm,xt" spvcin%
3. lersgth of +roll"w' _•ray be varied to sett
conditions encountered rn the geld. and stralght
lne interpolation rgvy to uae*3 to cr*>_jata
quantltles.
4. Ouantltres are for design pwPoses may.
STATE Of CALECANA
O£OARTIIVNT Of IRAWWWTA OM
PIPE HEADWALLS
NO SCALE
ALL 01MENSIONS ARE IN
ISI LL I KIERS UNLESS OTMVI SE 514OWN
QRpFESSIpHq CITY OF FONTANA, CALIFORNIA
aP�° S' "q��FFy RANCHO FONNTANA SPECIFIC PLAN
y � z oRAwr, BY: TRACT NO 16992 SCALE:
N 3976 * AEf-1S70RM, D ' N IMPROVEMENT PLANS AS NOTED
a Esc • 8/30/07 �° DESIGNED BY: DATE.-
RC � _ CdG LAT 0110 JULY, 2005
CHECKED BY:P Q DRAWING NO.: 3
rFOf CAL1F�� �ml DATE: lJ- 5F
Qr
CITY ENGINEER R.C.E. 51152 1 3780 4
Rename: M:\dw9\15928\FlNAL DESIGN\STORM DRAIN\0FFSITE\LSD03.DWC