HomeMy WebLinkAbout3803-28Use
for H inforcement e 4 3. 0 m 300 300 600 M #13M (#4)cEl [?or a 300 m
Toe of stop(6' Ce') (10') P C12' (12' #19M (#6) Toto, 9#16M(#5)
To of wall
-#19M C #� -
Varle BO_ a 300 mm C12':
Var
Max-- H+150 Tooting 4 `� INLET OUTLET 9� 13 nn ( 1/2'> Exp Jt filler Neoprene strip Typ
(6') RC PIPE DETAILS PART PLAN A -A SECTI❑N B -B
355 mo, a 0 W k2.6 m(8' -6') Max
(61-6*) Max
^ #19M C #6) Tota M
E > If required, slope protection detalls
C, Optional footln B=1270 mm C4' -2'#16M (#5) 2-#19M (#90) Total(#6) are shown elsewhere In the rand
^ m ., line ^ 300 mm C12 plans, or as directed by the Engineer.
13M (#*
0 1 a g N #19M (#a>'
#19M (#6) Bars for
"Tco- SECTION C -C SECTION D -D C 50mm
) nv ete pipe only
E Edi
E I E Q Layout line
C=610 mm (2'-01) _
Hook bolts a
M
ay be var 1 ed b the for metal p I Des I go,` ` H" _ �o
TYPICAL LAYOUT EXAMPLE gineer to suit Const J (66)Dln +150 mm a
Number above "b" L " c" bars Indicates distance In the field. 2-#13M (#
from top of footing to upper end of bars. Bar 19M C#8) n 'v
cutoffs may be varied In Increments of 150 mm (61). Relnf shown
300•mn 300 mm C12 E Is In addition
C12) Cutoff wall If requl M to regular wall
NOTES E 19M C #6) a and as directed by the J -� Re I of
CU Un I t Stresses) sf = 165 MPa (24,000 1ai)9 MPn (1,300 psi), n = 10 300 mm C 12') Engineer. May be varied L _
Maximum Toe Pressure = 144 kPa (3 k/sf). by the Engineer to suet Additional
conditions In the field #13M C#4) bars
Elevation, length and angle of flare of wings may be
varied by the Engineer to suit cond i t i ons encountered SECTION E -E SECTION F -F
In the field. Valls designed for 600 mm (2') live load surcharge,
1 1 1. 5 ( 1. 11 5) s lop I ng surcharge not to exceed 1. 5 m <5') 1 n e levat I on
p lus 600 mm (241) 11 ve load surcharge, or un l I m I ted 11 2 (21 1) surcharge. (AZ- 2-1119M C 840 mm 1113M (#4)rD 17 or
If It 1.5 (1 1/2 1 1) slope exceeds 1.5 m (5'), use Type 2 retaining wall.
Wall height may be exceeded by 150 mm (6') before going to 13 mm( 1/2 ') ----------
the next greater H". Jt fill 150 mm 0- Neopr(
1.5 m C5') Max for 1 1 1.5 (1 1/2 1 1) fl ll sUoftr C5') Max for 1 1 1.5 (1 1/2 1 1) fl ll slopes, LD Typ
unlimited for slopes flatter than 1 1 1. (1 IlZ 61 mL)ted for slopes flatter than 1 1 1. 1 1/2 1 1) 13 mm ( 1/2 ') Exp .
#13M C#4) Along Fl it s 300 mm(12e #13M C#4) Along Fl ll s #160 m(12' 600 mm (2'-0') S\.
) � �
top of wa l4� •,4 �3 top of waI4_.l ,01 e r _n
(1-01) M� IGutter
ZT'-0T5-
or
-
shoulder ..
Vertic
-#13M (#4) e 4
900 „m C36•) oc'�
v
_ #13M (#4)
---c- c ' bars
" 450 M C S(8')Br
Det 3-1 a 4. 5 m f 151) i Vert I cn�-
"C' bars
centers 300 mm (121) above
�n Short
I13M (I4) e
outside ground. 4) 0
c3 " c" b
_c
See Std Plan BO -31 450 nr
485 mm C191)
Vertical unless next t^
35 DI
CL battered section, a #13M C#4) e
then match 900 mm (360)
Const Jt
R--230 mm (91) 35 Dia.
Length provided b
d" burs
A1M C#4 ,
Const Jt'-
-200
To al
mm C8')
�-
00 mm (8')
2'-0"
#13M (#m Tot
0 -mm
V/3
75 M (3') C E- �1
(
uLmer or
300 mm
shoulder -
"b" c4
A
BARS
bars
•#-
Short " b" hors
300Rm
CM
Batter 99 to 41 100 ( 1/2 1
1'-6"
"C' bars
15 5 4 6
Short ` ` c" bars
r --
mm (9') R
d" burs
I X300 M (1'-01)
C C (1'-0') B
TYPICAL SECTI❑N TYPICAL SECTI❑N
H=1. 2 m (4' ) THRU 3. 7 rl C 12' )H=4. 0 m ( 13' ) THRU 6. 1 m (20' )
SEE LIFT
DETAIL BELOW
tA
in
30 mm
(9')0
40 Unless otherwise
designated
TYPE A e #19MmM (iia•) �' �' � - TYPE B
END ELEVATION For footing step
dimensions and reinforcement
STRAIGHT W I NGWALL"Std PlanoB3.8, step" on
STATE OF CALIFORNIA
DEPARTMENT OF TRANSPORTATION
PIPE CULVERT HEADWALLS,
ENDWALLS AND WINGWALLS
TYPES A, B AND C
These 'Standard Plans for Construction of Local Streets and Roads' contain units
systems of measurement International System of Units CSI or •netrlc') and Unite
Standard Measures shown In the parentheses ( ) . The measurements expressedIn t
two systems are not necessarily equal or Interchangeable. See the 'Foreord' at
beginning of this publication.
NO SCALE T D90A
OD+12"
L L
111 \\\
!ll 111
til RCP Iii OD+t2"
It1
FRONT VIEW
)D
(IN)
300 mm
I
(IN)
A
BARS
(12' )
48
5
Ground [Ine or
4@ 9
1'-6"
channel slope
15 5 4 6
60
Use hook bolts e
4
°r
485 mm C191)
�p
1s 5 so 6
spacing, size and
5
5
Length provided b
O
10 5 5 @ 6
manufacturer for
Iv
5
Metal pipes only,
4Q 6
2'-0"
2-#19M (#6) Bars
d
78
for RC pipes
5
�I
2'-2"
D
15 6 6 @ 6
84
5
#130 (#4)U
5@ 6
2'-4"
F B 300 mm C 12' )
(
15 6 6 @ 5
�
TYPE C WALL
5
6@ 6
.. 1 „
10 6 60 6
-I
tA
in
30 mm
(9')0
40 Unless otherwise
designated
TYPE A e #19MmM (iia•) �' �' � - TYPE B
END ELEVATION For footing step
dimensions and reinforcement
STRAIGHT W I NGWALL"Std PlanoB3.8, step" on
STATE OF CALIFORNIA
DEPARTMENT OF TRANSPORTATION
PIPE CULVERT HEADWALLS,
ENDWALLS AND WINGWALLS
TYPES A, B AND C
These 'Standard Plans for Construction of Local Streets and Roads' contain units
systems of measurement International System of Units CSI or •netrlc') and Unite
Standard Measures shown In the parentheses ( ) . The measurements expressedIn t
two systems are not necessarily equal or Interchangeable. See the 'Foreord' at
beginning of this publication.
NO SCALE T D90A
OD+12"
L L
111 \\\
!ll 111
til RCP Iii OD+t2"
It1
FRONT VIEW
)D
(IN)
MAX
COVER
(FT)
I
(IN)
A
BARS
L, P
48
5
4
4@ 9
1'-6"
10 4 4 @ 6
15 5 4 6
60
5
4
4@ 6
r--8"
10 5 4 6
1s 5 so 6
66
5
5
4@ 6
1'-10"
10 5 5 @ 6
15 5 5 @ 6
72
5
5
4Q 6
2'-0"
10 5 5 6
15 5 6 @ 6
78
5
5
5@ 6
2'-2"
10 5 6 @ 6
15 6 6 @ 6
84
5
5
5@ 6
2'-4"
10 5 60 6
15 6 6 @ 5
90
5
5
6@ 6
2'-5--
'-5"is
10 6 60 6
is6 $ -S
96
5
5
6(2 6
2--7--
'-7"15
10 6 1 60 5
is6_ 1 7@ 6
fIMSHEO SURFACE
Rbr
A BARS O
zalf ff �� BAR
L114T YYN
� y .
.-. r....-. �...w...� �...-..� r r r.r _....�
LIFT DETAIL
NOTES,,
1. CONCRETE SHALL, BE CLASS 'A'.
2Q ALL REhNFORCING STEEL SHALL BE CENTERED IN BULKHEAD
EXCEPT FOR PIPE DIAMETER GREATER THAN 96". VERTICAL "A"
BARS SHALL BE PLACED AT 2" CLEAR FROM IRE INSIDE FACE
OF THE BULKHEAD. HORIZONTAL "A" BARS SHALL BE PLACED
TOWARDS OUTSH)E FACE OF BULKHEAD PER 0ETA)L.
O LIFTS SHALL BE WOVEN STEEL CABLE WITH SAME MINIMUM
DIAMETER (d) AS "A" BARS. WEAVE CABLE THROUGH
HORIZONTAL -A" BARS. COAT EXPOSED PORTION OF CABLE
LIFTS WITH AN APPROVED BITUMINOUS PAINT PRIOR TO
BACKFILL)NG TRENCH.
d,
d
D
Z
t=j
h"' "1 500 M 350 M 250 M 175 M 190 M 200 M 150 M 375 M 375 M 300 M 275 m, M M 200 nn i5fJ M 215 M
(LEV) <20') (141) CIO') (7') C7 1/2 ') (8•) (61) (151) (151) (12') C 1') (91) (8') (91) C8 1/2 •)
REINFORCED CONCRETE WINGWALLS
Desi "H"
1.2n(4')
1.5m(51)
1.8m(61) 2.1 nC7') 2.4m(8')
2.7nC9') 3.0n(ID')
a4n(111)
3.7n(121)
4.0m(131)
4.3mC141)
4,6n(15')
4.9mC16') 5.2n(171)
H i91>
H=. 1 n
(20')
6.1 n(EV)
V
M C3' -21 120 M C 3'
0 M (4' - M (4' - PAZ( 5'
30 mm (5' M (6'
M IL -8' 185 M (7' -2'
mm C 7' -8'
440 mm C 8' -0'
( 8'
M8"
5 M C 9' -4' M C 1O'
M 10'
M (1 11-4
M C 12' -0'
C
M (1'-0'
M (1'-2'
M (1'-4' S5 M (1'-6' 10 M 1'-
MCI'-1 1D M (2'-0'
M C2'-2'
-Ir
10 M C2,q 760 M C2'-6') 815 M (2'-8') 915 M C3'-0') 015 M C3'-4' 120 mm (3'-8'
WT -0320
M C4'
1320 M (4'-4' 425 M (4'-8')
B
0 M C2'
65 M (2'-6
Ham. 2 n
0 M (41-61X75
M C4'-10' 575 M (5'-2' 1625 M (51-41)0725 M (5'-8' 830 M (6'-0' 9170 M C61-4'
M (6'-
135 M (7'-0'
M C7'-4')
(12.1 1/4
) a,
(541)
"
1600 M 1980 mm
355 M (1' -2')
75 mm 95 mm
cn
C17')
1820
1200 mr, 600 mmF3/8
E
405 M (1' -4-)
Batter
631)
(72')
None
1050 mr 525 mm m 1600 1980 mm
'
1/4
)
F4.9 n
7
41100 C 1/2
E
600 m
S
30 rim
305 M (11-7)
(241% 5/8
)
01470
W4. 6 Y
(16')
^
SM M C 1' -9 11563
M (1' -10
" b" bars
C65')
C82')
None
H=4. n
#ISM C4I5) a
300 M C12')
-%
419H (#6) a
600 M (24'
019H C#6) a
450 M (IB')
i22M (07) e
430 M (17')
„cl , bore
%
.. b., bar,
#16M C#5) a #19M (#6) a
175 M (7') 190 M (7 1
#MM (07) a
200 M (8')
#22M C#7) a
150 M C6')
#29M C#9) a
375 M (151)
#32M (110) a
375 M (151)
H=4, 0 n
(141)
`o
;°
#36M C#1 1)
215 M (8 1
„ Cr„ bar
#13M (#4) a I13M #4) a #16M (#5) a #16M (#5) a #16M (i5) a #19M (06) a #22M C#7) a
600 M C24' 450 M (1(') 500 M (20' 350 M (14' 250 M (1Q' 350 M C14' 380 M (35')
#251( C#8) a #22M C#7) a
400 M (161) 300 M (121)
Short 'b' bars
#29M C#9) a
375 M (15')
#29M CI9) a
300 M (12')
#29M C#9) a #29M 0419) a
275 M (1 i' 225 M (91)
#2911 (49) a
200 M C8'>
H=3.7 m
C 17)
E
¢
Q
1.53 (0. 6) 1,68(1167)
83
1.98 C 0. 79
256 (1.02)
a 76 < 1 SO)
296 C 1. 18)
3 16 (1.26 3.41 C1.301
3.64 (1.
Wm
389 (1.55)
31
Re I nF m (lb/ lf)
19 (13)
24 < 1 W
28 (19) 37 (25) 45 (30)
55 (37) 73 ( 9)
92 ( 62)
1 13 C 76)
109 C 73)
134 C 90)
155 (104)
183 (123) 210 C 1 4 1
Ham. 4 n
,
281 (189)
307 C 206)
v
, ,
3.
3. 7 n
1 )
3. 7 n
1
)
H�3.On
(11>
E
12Y-0'
I#27m
(lo')
I
H o n
zo
2 0
J
F2. 1 n (8')
E
8'
-6
24
C 7)
�,
gg
7
H=I.fi�/)
aK
1
1
I
„ e ban
1520C
0
C 60
<4 ) n
g
E
$
Short ' c' bars
h"' "1 500 M 350 M 250 M 175 M 190 M 200 M 150 M 375 M 375 M 300 M 275 m, M M 200 nn i5fJ M 215 M
(LEV) <20') (141) CIO') (7') C7 1/2 ') (8•) (61) (151) (151) (12') C 1') (91) (8') (91) C8 1/2 •)
REINFORCED CONCRETE WINGWALLS
Desi "H"
1.2n(4')
1.5m(51)
1.8m(61) 2.1 nC7') 2.4m(8')
2.7nC9') 3.0n(ID')
a4n(111)
3.7n(121)
4.0m(131)
4.3mC141)
4,6n(15')
4.9mC16') 5.2n(171)
5.5n(18')
5.8n(19')
6.1 n(EV)
V
M C3' -21 120 M C 3'
0 M (4' - M (4' - PAZ( 5'
30 mm (5' M (6'
M IL -8' 185 M (7' -2'
mm C 7' -8'
440 mm C 8' -0'
( 8'
M8"
5 M C 9' -4' M C 1O'
M 10'
M (1 11-4
M C 12' -0'
C
M (1'-0'
M (1'-2'
M (1'-4' S5 M (1'-6' 10 M 1'-
MCI'-1 1D M (2'-0'
M C2'-2'
-Ir
10 M C2,q 760 M C2'-6') 815 M (2'-8') 915 M C3'-0') 015 M C3'-4' 120 mm (3'-8'
WT -0320
M C4'
1320 M (4'-4' 425 M (4'-8')
B
0 M C2'
65 M (2'-6
M (2'-1 M C3' M (31-51170 M (3'-1 0 M (4'-2'
0 M (41-61X75
M C4'-10' 575 M (5'-2' 1625 M (51-41)0725 M (5'-8' 830 M (6'-0' 9170 M C61-4'
M (6'-
135 M (7'-0'
M C7'-4')
(12.1 1/4
) a,
(541)
"
1600 M 1980 mm
355 M (1' -2')
75 mm 95 mm
cn
1600
1820
1200 mr, 600 mmF3/8
(36')
405 M (1' -4-)
Batter
631)
(72')
None
1050 mr 525 mm m 1600 1980 mm
'
1/4
)
7
41100 C 1/2
1200
600 m
S
30 rim
305 M (11-7)
(241% 5/8
)
01470
M W-6
M (1' -71) 490 M (1' -7 /WM M C 1' ).520 M (1' -8 1
M (1'
SM M C 1' -9 11563
M (1' -10
" b" bars
C65')
C82')
None
#16M (#5) a
375 M C15')
#ISM C4I5) a
300 M C12')
#16M C#5) a #16N (#5) a
275 M (1 1' 225 M (7)
419H (#6) a
600 M (24'
019H C#6) a
450 M (IB')
i22M (07) e
430 M (17')
„cl , bore
#13M C#4) a 013M #4) a 416H (#5) a 016H <#5) a #16M 05) a
600 M (24' 450 M (18') 500 M C2o' 350 M (14' 250 M (10'
#16M C#5) a #19M (#6) a
175 M (7') 190 M (7 1
#MM (07) a
200 M (8')
#22M C#7) a
150 M C6')
#29M C#9) a
375 M (151)
#32M (110) a
375 M (151)
#32M C#10) a
300 M C12')
#32M (#1() a #32M (#10) a
275 M C1 1' 225 M (91)
i32M (#10)
200 M C(')
036M CII 1)
225 M (9')
#36M C#1 1)
215 M (8 1
„ Cr„ bar
#13M (#4) a I13M #4) a #16M (#5) a #16M (#5) a #16M (i5) a #19M (06) a #22M C#7) a
600 M C24' 450 M (1(') 500 M (20' 350 M (14' 250 M (1Q' 350 M C14' 380 M (35')
#251( C#8) a #22M C#7) a
400 M (161) 300 M (121)
#MM Ct8) a
375 M C15')
#29M C#9) a
375 M (15')
#29M CI9) a
300 M (12')
#29M C#9) a #29M 0419) a
275 M (1 i' 225 M (91)
#2911 (49) a
200 M C8'>
#32M (#1o) a
(9')
Eq
#32M (#10) e
215 M (8 1/
Q 80 COL.
0. 95 (0.
1.10 (0. ) 1.23 (Q 4 1 C
1.53 (0. 6) 1,68(1167)
83
1.98 C 0. 79
256 (1.02)
a 76 < 1 SO)
296 C 1. 18)
3 16 (1.26 3.41 C1.301
3.64 (1.
Wm
389 (1.55)
31
Re I nF m (lb/ lf)
19 (13)
24 < 1 W
28 (19) 37 (25) 45 (30)
55 (37) 73 ( 9)
92 ( 62)
1 13 C 76)
109 C 73)
134 C 90)
155 (104)
183 (123) 210 C 1 4 1
281 (189)
307 C 206)
�.
Limit of paymentA
for pipe
I C
SECTION A -A
B
END VIEW
Construct PCC
cutoff wal
PIPE A B
cutoff
R1
PIPE
A B
C
D
E
SLOP
300 mm 100 mm 45 mm
PLAN
600 mm 600 mm
Tongue end on Inlet section
(12')
Groove end on outlet section
�.
Limit of paymentA
for pipe
I C
SECTION A -A
B
END VIEW
PRECAST CONCRETE FLARED END SECTION TYPE A
STATE OF CALIFORNIA
DEPARTMENT OF TRANSPORTATION
PIPE CULVERT HEADWALLS,
ENDWALLS AND WINGWALLS
TYPE A, B AND C
These 'Standard Plans for Construction of Local Streets and Roads' Contain units
systems of measurement International System of Units (SI or 'neirlc') and Unite
Standard Measures shown In the parentheses ( It . The measurements ewssed In t
an
two systems are not necessarily equal or Interctgeable. See the 'Foreword' at
beginning of this publication.
NO SCALE F D 9 0 B
MINIMUM DIMENSIONS
PIPE A B
cutoff
R1
PIPE
A B
C
D
E
SLOP
300 mm 100 mm 45 mm
600 mm 600 mm
L
(12')
(4')C 3/4
>
(24')(241)
(181) (9') 1 3/4
)
450 mm
5 mm 58 mm
600 mm 240 mm 59 mm
675 mm 910 mm
1 060 210 mm
(181)
(91)C 1/4
) cu
(27')
(36')
750 mm 300 mm 71 mm
600 mm 240 mm 70 mm
N
1 100
210 mm
) z°
C24'X
1/S X4/4
) iok(43
1/2
)(48')
o
750 mm 300 mm mm = 1370 1520 mm
(301)
(12.1 1/4
) a,
(541)
"
1600 M 1980 mm
900 mm
75 mm 95 mm
cn
1600
1820
1200 mr, 600 mmF3/8
(36')
C15'X 3/4
)
631)
(72')
A
Cu
1050 mr 525 mm m 1600 1980 mm
'
1/4
)
7
1200
600 m
1820
30 rim
(481)
(241% 5/8
)
(721)
(841)
1350 mr675 mm 3 m 1650 2080 m
(54')
C27 1 1/8
)
C65')
C82')
PRECAST CONCRETE FLARED END SECTION TYPE A
STATE OF CALIFORNIA
DEPARTMENT OF TRANSPORTATION
PIPE CULVERT HEADWALLS,
ENDWALLS AND WINGWALLS
TYPE A, B AND C
These 'Standard Plans for Construction of Local Streets and Roads' Contain units
systems of measurement International System of Units (SI or 'neirlc') and Unite
Standard Measures shown In the parentheses ( It . The measurements ewssed In t
an
two systems are not necessarily equal or Interctgeable. See the 'Foreword' at
beginning of this publication.
NO SCALE F D 9 0 B
9
Limit of paymen
for pipe �
SECTION B -B
B
END VIEW
MINIMUM DIMENSIONS
Construct PCC
PIPE A B
cutoff
R1
W�
SI.DP
Lb
n a
tW"11
-H
550 mm 600 mm
W
(12') C4')( 1/2 '
C 1 3/4 )(24')
PLAN '
450 mm 225 mm 1 45 mm
Tongue end on Inlet section.
630 mm 910 mm
Groove end on outlet section
9
Limit of paymen
for pipe �
SECTION B -B
B
END VIEW
MINIMUM DIMENSIONS
PIPE A B
C
D E
SI.DP
300 mm 100 mm 139 mm
550 mm 600 mm
(12') C4')( 1/2 '
C 1 3/4 )(24')
450 mm 225 mm 1 45 mm
630 mm 910 mm
v.
(181) (9') 1 3/4
)
(25') C36')
L
600 mm 240 mm 59 mm
1 060 210 mm
°
C24'X 1/2(01/4
) a
(421). (481)
750 mm 300 mm 71 mm
1340 1520 mm
^
(30') (121)(E 3/4
) z°
(531) '
r,
900 mm 375 mm 81 mm
a
1570 m 1820 mm
cu
(361) (151) (3 1/4
) o,
C6' (721)
1050 m 525 mm 90 mm
"
1600 M 1980 mm
a
•) 3 1/2
)
' 8'
-
1200 mr, 600 mmF3/8
1820 m 30
(481) (241)
(721) (841)
1350 m 67-5m m
1670 2080 m
(541) (27'X
C66') C82')
PRECAST CONCRETE FLARED END SECTI❑N TYPE -B
NOTESI
1. Contractor has the option of using either Type A or B
precast concrete flared end section.
2. C dimension varies by manufacturer
and will be paid for as concrete pipe. STATE OF CALIFORNIA
DEPARTMENT OF TRANSPORTATION
CONCRETE FLARED
END SECTI❑NS
These 'Standard Plans for Construction of Local Streets and Roads' contain units in two
systems of nensrenent International S� of Units (SI or 'metric') and United States
Standard Measures shown In the parentheses () The measurements exeressed In the
two systems are not necessarily equal or Inter angeable. See the 'FForeworW at the
beginning of this publication
NO SCALE F
J
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BASIS OF BEARINGS: LEGAL DESCRIPTION: OWNER/DEVELOPER SOIL ENGINEER J) 3� - `"THE BASIS OF BEARING IS BASED ON THE WESTERLY C VIL *� 3 H WATER CtNI56RVATNNI o+sTRtCT -
BEING A SUBDIVISION OFA a Cup''12i31%4
LINE OF THE NORTHEAST QUARTER OF SECTION 23, CENTEX HOMES ALBUS-KEEFE AND ASSOC., INC.
TOWNSHIP 1 NORTH, RANG 6 WEST, S.B.M. AS SHOWN PORTION OF THE SOUTHEAST 1/4 1265 CORONA POINTE COURT 1011 N. ARMANDO STREET ` ° ! RCE•NO. 3z3� STANDARD DRAWING NUMBER M816
ON FINAL TRACT MAP NO. 13750, FILED IN BOOK 250, OF SECTION 14, TOWNSHIP 1 NORTH, CORONA, CA 92879 ANAHEIM, CA 92806
AT PAGES 48 THROUGH 66, INCLUSIVE, IN THE OFFICE RANG 6 WEST, SAN BERNARDINO PH: (950 279-3000 PH: (714) 630-1626
OF THE COUNTY RECORDER OF SAN BERNARDINO MERIDIAN, COUNTY OF SAN FAX: (951) 279-2100 FAX: (714) 630-1916
COUNTY, BEING NORTH 00'30'24' WEST. BERNARDINO.
BENCH MARK: Q REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SEAL -ENGINEER CITY OF FONTANA, CALIFORNIA
DESCRIBED BY METROPOLITAN WATER DISTRICT SO.
ROfESS10Nq
Q
CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COYOTE CANYON
INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE _ COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL y Fyc RI DRAWN BY:
ARIC M. TORREYSON SCALE:
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 �^ STANDARD PLAN
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, No. 66068 937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 O.S. AS SHOWN
DIAL TWO WORKING THE CITY -ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO DESIGNED BY: DETAILS DATE:
FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH BEFORE DAYS BEFORE �` Exp, os -so -os '� PH. (909) 783-0101 FAX. (909) 783-07 08 A /AUGUST 2005
ON THE NORTHWEST CORNER OF A 10 FOOT WIDE DIG YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND �, \�//////-7
CIVI\r PREPARE BY: ARIC M. RREYSON R.C.E. NO. 66068
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD STANDARDS IN EFFECT. ATF OF CAS\F�� EXP. -30- CHECKED BY: P VED BY: DRAWING NO.: 28
TOLL FREE 1-800-227-2600 - z.9
MWDSC 3 INCH BRASS DISK STAMPED 33A 1992. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT C.V.A.
NAVD 88 - 1508.56 (FEET) F7S 1z� co2D A�i4 �v//Y� 0(106111 •� • j '�"� DATE: O btyr-Y EN GI R.C.E. 511.52 DATE: 3803 28
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