HomeMy WebLinkAbout3389-9SEE DETAIL "A "B", "C" OR "D"
X
SEE NOTE 2
'/ SEE NOTE 3
SEE DETAIL "A", "B", "C" OR "0"
125 mm (5")
1500 mm (60")
D
x
/SEE NOTE 3
175 mm (7")
2100 mm (84")
SEE
NOTE 2
225 mm (9")
2700 mm (108")
250 mm (10")
E
E Ez
275 mm (11")
3300 mm (132")
300 mm (12") OR MORE
3600 mm (144")
0 0
03:
4340 mm (174")
5% MAX.
4736 mm (190")
D
oma:
THE CATCH BASIN WALL. AND 75 mm(3') RADIUS OF ROUNDING OF STRUCTURE CONCRETE,
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NM
DNJE
y
1. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF' EXISTING OR PROPOSED
o
POINT A
AT POINT A
TE RUE
a
a
a
WALL AND SLAB DIMENSIONS AND
!1�
` SRO/Q�
HINE
XOVAL
REINFORCEMENT REQUIREMENTS:
SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK. ,THE TOP ;SLAB OF THE BASIN MAY BE
!S PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUT -
+
TABLE 2
CURB FACE
.,
CURB
.LENGTHS
MAX MAX t tF . REQUIRED IN
3
TYPE 2
j- I
I
ROUNDED
EDGE
ALLEY OR ROADWAY
t SLOPE
5% MAX.
USE CURB FACE
Of
X
OF CONCRETE AS IN THE BASIN. WHEN POURED MONOLITHICALLY, THE SIDEWALK SHALL BE
0
POINT A
V.IR�E
AT POINT A
TO DETERMINE
IN
z
EXISTING S/W
2.0 m(7') 1.8 m(e'1 150 mkW) 150 mm(6')
8.33 MAX.
8. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN:
(
X VALUE
TABLE 2
PROVIDED WITH A WEAKENED PLANE :OR A 25 mm(I') DEEP .SAWCUT CONTINUOUSLY AROUND
Al -0 CURB
FLOW LINE
4.0 m(14') 1.2 m(41) 150 mml6•) 150 mm(6.1
E
SECTION D -D
SASE D
2.4 Intel ' 150 mm(6•) 200 mm(8•) I
312 CATCH BASIN MANHOLE FRAME AND COVER
X=1200 mm (4') WHEN
I FACE
u.
DOwEI
o-
`I:2
.
ADJACENT TO A
9. DIMENSIONS SHOWN. ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL
OF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE. GRADE,
I PLATE
VALUES. -IF METRIC VALUES ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE
(TYP.)
PLANTING AREA
0
e
_
FOR METRIC BAR SIZES_ IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION
T R
CUR -GRADE AS NEEDED
COLOR. FINISH. AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE
CURB FACE
(
(PARKWAY EARTHWORK)
N
n
TYP E 1
SEE DETAIL "A "B", "C" OR "D"
X
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
SEE NOTE 2
'/ SEE NOTE 3
1200 mm (48")
125 mm (5")
1500 mm (60")
D
` D
175 mm (7")
2100 mm (84")
E E-
2400 mm (96")
225 mm (9")
2700 mm (108")
250 mm (10")
E
E Ez
275 mm (11")
3300 mm (132")
300 mm (12") OR MORE
3600 mm (144")
0 0
03:
4340 mm (174")
5% MAX.
4736 mm (190")
N
oma:
THE CATCH BASIN WALL. AND 75 mm(3') RADIUS OF ROUNDING OF STRUCTURE CONCRETE,
�
NM
USE CURB FACE
y
1. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF' EXISTING OR PROPOSED
o
POINT A
AT POINT A
TE RUE
a
a
a
WALL AND SLAB DIMENSIONS AND
!1�
` SRO/Q�
HINE
XOVAL
REINFORCEMENT REQUIREMENTS:
SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK. ,THE TOP ;SLAB OF THE BASIN MAY BE
!S PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUT -
+
TABLE 2
CURB FACE
.,
CURB
.LENGTHS
MAX MAX t tF . REQUIRED IN
-' 6. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS.
TYPE 2
j- I
I
ROUNDED
EDGE
ALLEY OR ROADWAY
t SLOPE
MANHOLE AND PROJECT 65 mm(2-1/2"). ALL OTHER STEPS SHALL PROJECT 130 mm(5").
1.0 m(3.5') 2.4 m(8') 130 mm(64 < 150 mm(69
X
OF CONCRETE AS IN THE BASIN. WHEN POURED MONOLITHICALLY, THE SIDEWALK SHALL BE
0
7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(7') ON CENTER (MAXIMUM) ALONG THE
5% MAX.
z
EXISTING S/W
2.0 m(7') 1.8 m(e'1 150 mkW) 150 mm(6')
8.33 MAX.
8. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN:
2.0 m(7') 3.5 m(I2'1 200 mmt8'1 200 mmt8')
PROVIDED WITH A WEAKENED PLANE :OR A 25 mm(I') DEEP .SAWCUT CONTINUOUSLY AROUND
Al -0 CURB
FLOW LINE
4.0 m(14') 1.2 m(41) 150 mml6•) 150 mm(6.1
E
SECTION D -D
SASE D
2.4 Intel ' 150 mm(6•) 200 mm(8•) I
312 CATCH BASIN MANHOLE FRAME AND COVER
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
- 2
SHHEEEE T 6 OF 10
25 CURB RAMP
1200 mm (48")
125 mm (5")
z
0
q
0
J
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NORMAL
CURB FACE
X
100 mm (4") OR LESS
1200 mm (48")
125 mm (5")
1500 mm (60")
150 mm (6")
1800 mm (72")
175 mm (7")
2100 mm (84")
200 mm (8")
2400 mm (96")
225 mm (9")
2700 mm (108")
250 mm (10")
3000 mm (120")
275 mm (11")
3300 mm (132")
300 mm (12") OR MORE
3600 mm (144")
f TABLE -2
NORMAL
CURB FACE
SECTION A -A
Y
50 mm (2") OR LESS
790 mm (32")
75 mm (3")
3185 mm (47")
100 mm (4")
1580 mm (63")
125 mm (5")
1975 mm (79")
150 mm (6")
2370 mm (95")
175 mm (7")
2765 mm (111")
200 mm (S")
3160 mm (126")
225 mm (9")
3555 mm (142")
250 mm (10")
3950 mm (160")
275 mm (11")
4340 mm (174")
300 mm (12") ORMORE
4736 mm (190")
TABLE 3
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
111-
SHEET 9 OF 10
25 CURB RAMP
300 mm (12")
19 mm
3 4"
T6(11" +i r+�)) {4
GROOVING DETAIL
L.
oZ
U Z
✓n J
PAVED SURFACE
n F T A I I "A»
CONSTRUCT FENCE OR HANDRAIL ! '
PER PROJECT DRAWINGS �)
,sa
RETAINING CURB
AVER SURFACE
DETAIL "B"
SLGRADED2:1 UNPAVED SURFACE RETAINING CURB 150 m UNPAVED SURFACE
(fi"}
DETAIL "C" X.
DETAIL
GENERAL NOTES:
I 1. CONCRETE SHALL BE EITHER CLASS 310-C-17 (520-C-2500) OR 320-C-17
(560-D-2500) AND SHALL BE 100 mm (4") THICK.
2. THE RAMP SHALL HAVE A 300 mm (12") WIDE BORDER WITH 6 mm (1/4")
GROOVES APPROXIMATELY 19 mm (3/4") OC. SEE GROOVING DETAIL.
3. THE RAMP SURFACE SHALL HAVE A TRANSVERSE BROOMED SURFACE TEXTURE.
4. USE DETAIL "A" OR "B" 1F EXISTING SURFACE BEHIND RIGHT OF WAY 1S PAVED.
5. USE DETAIL "C" OR "D" IF EXISTING SURFACE BEHIND RIGHT OF WAY IS UNPAVED.
6_ W = 900 mm (3') UNLESS OTHERWISE SHOWN ON PLAN.
7. ANGLE = Z/2 UNLESS OTHERWISE SHOWN ON PLAN.
8. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT
EXACTLY- EQUAL VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR
CONSTRUCTION SHALL BE METRIC VALUES. IF ENGLISH UNITS ARE USED, ALL
VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH VALUES.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
111-2
W = NOTED ON THE PROJECT PLANS.
25 CURB RAMP
PRWORKS T A DARD
PUBLIC WORKS STANDARDS INC.
A = THE ANGLE. IN DEGREES, INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE
SHEET 10OF10
(4 )R } IOM(•41�
STANDARD PLAN
300 - 2
SHEET 2 OF 2
W = NOTED ON THE PROJECT PLANS.
9Q.
PRWORKS T A DARD
PUBLIC WORKS STANDARDS INC.
A = THE ANGLE. IN DEGREES, INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE
II
GREENBOOKCOMMTTEE
15M O 300 mmt•4012') FACE PLATE
ASST MBLY
I (�
1984
5. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPECI-
DowEL tT11P.)
EACH WAY
5 mm(1/4')R STREET, GUTTER,
OR LOCAL DEPRES-
FIED, THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN.
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
NOTES
WHERE THE CONNECTOR PIPE IS SHOWN AT A CORNER. THE CENTERLINE OF THE PIPE SHALL
ac
C1
S10N SURFACE
PLAN
SCALE:
SKEW NECESSARY TO INSURE MINIMUM 80 mm(3') PIPE EMBEDMENT. ALL AROUND. WITHIN
N
THE CATCH BASIN WALL. AND 75 mm(3') RADIUS OF ROUNDING OF STRUCTURE CONCRETE,
�
NM
ALL AROUND. SMALL BE
H BASIN *ANIS
NT TO PIPE ENDS. A IBASIN CWHENEVER
ATHE CCONNECTOR
1. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF' EXISTING OR PROPOSED
o
USED TO JOIN PIPE TO THE CATCH AN LE LESS THAN'
a
WALL AND SLAB DIMENSIONS AND
9
IN A CORNER. THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE
REINFORCEMENT REQUIREMENTS:
SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK. ,THE TOP ;SLAB OF THE BASIN MAY BE
!S PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUT -
100
TING STANDARD OF PIPE.
.,
.r 3:2
.LENGTHS
MAX MAX t tF . REQUIRED IN
-' 6. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS.
POURED EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY. USING THE SAME CLASS
j- I
I
MM
t4 )R
iu
t SLOPE
MANHOLE AND PROJECT 65 mm(2-1/2"). ALL OTHER STEPS SHALL PROJECT 130 mm(5").
1.0 m(3.5') 2.4 m(8') 130 mm(64 < 150 mm(69
OF CONCRETE AS IN THE BASIN. WHEN POURED MONOLITHICALLY, THE SIDEWALK SHALL BE
0
7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(7') ON CENTER (MAXIMUM) ALONG THE
IA N0.51 3.5 m(12'1 200 mm(B') 200 mm(8') »
#4 C�? 12 OC .
z
BACKWALL.
2.0 m(7') 1.8 m(e'1 150 mkW) 150 mm(6')
8. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN:
2.0 m(7') 3.5 m(I2'1 200 mmt8'1 200 mmt8')
PROVIDED WITH A WEAKENED PLANE :OR A 25 mm(I') DEEP .SAWCUT CONTINUOUSLY AROUND
R
FLOW LINE
4.0 m(14') 1.2 m(41) 150 mml6•) 150 mm(6.1
E
v
;� \(3•IR
2.4 Intel ' 150 mm(6•) 200 mm(8•) I
312 CATCH BASIN MANHOLE FRAME AND COVER
THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS.`INCLUDING ACROSS THE FULL WIDTH
I FACE
u.
DOwEI
o-
`I:2
.
ml41) 150 mm(S•) 150 nk6`) R E
9. DIMENSIONS SHOWN. ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL
OF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE. GRADE,
I PLATE
VALUES. -IF METRIC VALUES ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE
(TYP.)
0
e
_
FOR METRIC BAR SIZES_ IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION
T R
COLOR. FINISH. AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE
(
N
n
LINE-5KING
CURB LINE
�'
+'
I
W
If
2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS. AND SHALL NOT BE
EXTRA 15M(04)
STEPS
SHAPED BY PLASTERING.
ON 2 SIDES OF
I2
U._
MANHOLE FRAME
AND COYER (
I
t
(4)M N.
3: FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL
I
I
300 mm 75 mm
AND LATERAL SLOPE OF 1:12 MINIMUM AND 1: 3 MAXIMUM. EXCEPT WHERE THE GUTTER GRADE
112')MAx (3 )R
EXCEEDS 8 PERCENT, IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE
I CATCH BASIN
MANHOLE F RAME
I
W
THE SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET.
AND
ACOVERW4.
;0,0-
DIMENSIONS
=�
mm(3'-2'I
O:_V
= THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
r
q�
OPTIONAL SUBGRADE
CONNECTOR PIPE
OR MONOLITHIC
THE CATCH BASIN AT THE OUTLET = 4.35 m(4.51.
{j-
z
B
CATCH BASIN
CONNECTION
VU = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT
wi
THE UPSTREAM END OF THE BASIN. AND SHALL BE DETERMINED BY THE REQUIREMENTS
OF NOTE 3. BUT SHALL NOT BE LESS THAN CURB FACE PLUS 300 mm(121.
STEPS
SECTION A -A
VI = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
THE INLET. NOTED ON THE PROJECT PLANS.,
J
n
a I
I
` 100 mm
200 mrn(6•)
H =NOTED ON THE PROJECT PLANS. SEE CATCHS`BASIK1`CHART SHEET A9
(4 )R } IOM(•41�
STANDARD PLAN
300 - 2
SHEET 2 OF 2
W = NOTED ON THE PROJECT PLANS.
9Q.
PRWORKS T A DARD
PUBLIC WORKS STANDARDS INC.
A = THE ANGLE. IN DEGREES, INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE
II
GREENBOOKCOMMTTEE
AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED.
I (�
1984
5. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPECI-
DowEL tT11P.)
REV. 199e
FIED, THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN.
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
WHERE THE CONNECTOR PIPE IS SHOWN AT A CORNER. THE CENTERLINE OF THE PIPE SHALL
DOWEL DETAIL
C1
INTERSECT THE INSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT A
PLAN
SCALE:
SKEW NECESSARY TO INSURE MINIMUM 80 mm(3') PIPE EMBEDMENT. ALL AROUND. WITHIN
N
THE CATCH BASIN WALL. AND 75 mm(3') RADIUS OF ROUNDING OF STRUCTURE CONCRETE,
�
NM
ALL AROUND. SMALL BE
H BASIN *ANIS
NT TO PIPE ENDS. A IBASIN CWHENEVER
ATHE CCONNECTOR
STRUCTURAL DATA
o
USED TO JOIN PIPE TO THE CATCH AN LE LESS THAN'
70 DEGREES OR GREATER THAN 110 DEGREES. OR WHENEVER THE CONNECTOR PIPE IS LOCATED
WALL AND SLAB DIMENSIONS AND
9
IN A CORNER. THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE
REINFORCEMENT REQUIREMENTS:
!S PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUT -
10
TING STANDARD OF PIPE.
REINFORCEMENT
.LENGTHS
MAX MAX t tF . REQUIRED IN
-' 6. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS.
W V FRONT REAR BOTTOM END
THEY SHALL BE `LOCATED AT THE CENTERLINE OF THE DOWNSTREAM END WALL. STEPS SHALL
WALL WALL SLAB WALL
BE SPACED 300'mm(I2') APART. THE TOP STEP SHALL BE 175 mm(7') BELOW THE TOP TO THE
MANHOLE AND PROJECT 65 mm(2-1/2"). ALL OTHER STEPS SHALL PROJECT 130 mm(5").
1.0 m(3.5') 2.4 m(8') 130 mm(64 < 150 mm(69
11
0
7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(7') ON CENTER (MAXIMUM) ALONG THE
IA N0.51 3.5 m(12'1 200 mm(B') 200 mm(8') »
#4 C�? 12 OC .
BACKWALL.
2.0 m(7') 1.8 m(e'1 150 mkW) 150 mm(6')
8. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN:
2.0 m(7') 3.5 m(I2'1 200 mmt8'1 200 mmt8')
308 MONOLITHIC CATCH BASIN CONNECTION
R
309- CATCH BASIN REINFORCEMENT
4.0 m(14') 1.2 m(41) 150 mml6•) 150 mm(6.1
E
`310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR -
2.4 Intel ' 150 mm(6•) 200 mm(8•) I
312 CATCH BASIN MANHOLE FRAME AND COVER
635 STEEL STEP
4.0 mt14') 3.5 m(12') 200 mm(e•) 250 mmt10•) F; „
u.
.w 636, POLYPROPYLENE PLASTIC STEP
o-
`I:2
.
ml41) 150 mm(S•) 150 nk6`) R E
9. DIMENSIONS SHOWN. ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL
0
1.8 m[fi'l 150 mmt6•) 200 mm(8•) C O
VALUES. -IF METRIC VALUES ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE
S
METRIC' VALUES. EXCEPT REINFORCING BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED
- 0a44 2.4 mt8') 200 mm(89 200 =98') 11
M
FOR METRIC BAR SIZES_ IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION
T R
SHALL BE ENGLISH UNITS.
E m 3.0 m(10•) 200 mm(8") 290 mm(109 E E
m N D
3.5 m(12') 200 mm(8') 250 mWIO') T
FOR W ) 9 W28'). V > 3.5 m(121) OR B > 1.2 m(4') SEE PROJECT PLANS
C N PUBLIC W RK SSOCIATI N - SOUTHERN CALIFORNIA CHAPTER
AMERICAN WORKS ASSOCIATION SOU
STANDARD PLAN
300 - 2
SHEET 2 OF 2
O31 CURB OPENING CATCH BASIN
STANDARD PLAN
PRWORKS T A DARD
PUBLIC WORKS STANDARDS INC.
31 CURB%OPENING CATCH BASIN
METRIC
GREENBOOKCOMMTTEE
300
1984
o�
-
V
REV. 199e
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
(1) APWA STD. 300-2 MODIFIED PER CITY OF
FONTANA REQUIREMENTS
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
300 - 2
SHEET 2 OF 2
O31 CURB OPENING CATCH BASIN
Record Drawl PLOWS sl4r Sl t-_+ CITY �O TANA CALIFORNIA
SHOULD CONSTRUCTION OF THE REQUIRED '
QROFESS/p� ; "man
IMPROVEMENTS NOT COMMENCE WITHIN TWO .' ��000 SCHM�Fa�F ° ` :STREET IMPROVEMENT PLAN
YEARS OF THE DATE 01= APPROVAL SHOWN HEREON �° F� z ®Divil Engineering Planning ' Surveying •Public Works
9� 9 9 y 9 DRAWN BY: SUMMIT AVENUE
AND CARRIED FORTH IN A DILIGENT MANNER, THE No. 37167rn 9130 Anaheim PL, Ste. 120 -Rancho Cucamonga, CA 91730'909-484-9090 MFP S
Exp. 06/30/0 DESIGNED BY:
CITY ENGINEER MAY REQUIRE REVISIONS TO THE * * PREPARED UNDER THE UPERVISION OF:
PLANS TO BRING THEM INTO CONFORMANCE WITH �qrF MFP
C►v�� o�.�' je CHECKED BY:
REV. OF CA,
//. / Y APP OVER
STANDARDS IN EFFECT. D. TODD SCHMIEDER R.C.E. 37167 DATE: DATE:7Z11 C
REVISION DESCRIPTION DATE ENGR. CITY DATE
RLB . .
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SCALE:
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DATE:
o
MAY 2004
DWG. NO.:
9
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3389
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10
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