HomeMy WebLinkAbout3025-2ULTIMATE
NORTH
C/L
EXISTING
SOUTH
R/W
z
Y
7' 48' 45' o
m
43' _ I EXIST. CONE I
SIDEWALK ( N J
w
10' 30 I 3
(31') (14')
JOIN EX. 32 29 EX. AC 5'I EXIST. GRADE
GRADE It -2.0% PVMT
SLOPE 5 CURB AND GUTTER
7 TO REMAIN IN PLACE
9 10 PAVEMENT TO REMAININ
PLACE
EXIST. GRADE INTEMA kf 90VEM!ENT8
TYPICAL SECTION JURUPA AVENUE
FROM STA. 8+91.71(L) TO STA. 10+00(L)=STA. 0+00 N-T.S.
FROM STA. 10+00(L)=STA. 0+00 TO STA. 3+66
T.I. = 10.5
EXISTING
SAN BERNARDINO CO
CONST : EAST
WORK OUTSIDE THE FLOOD CONTROL C/L zz R/W
R/W WILL REQUIRED DISTRICT R/W p I z z
PERMISSION FROM COUNTY I w 00
FLOOD CONTROL 127' I cn l C-) m
VARIES 67'-60' I 40'
Q'
7' 60'-53, 48'
EX. CHAIN x 30 tr18'-! (21')
LINK FENCE I fig' I I T 41'
VARIESL UNE (~ 1
-� 0.90'-1.36 � - - - -
`-- I 28
2X.
R-20%
---- -
EX. /' JOIN 7 6 6
10 IST. GROUND 7
EX. GRADE VARIES FROM 4'-27'
TYPICAL SECTION MULBERRY AVENUE
FROM STA. 37+57 TO STA.40+43 N.T.S.
T.I. = 10.5
ULTIMATE EXISTING
NORTH NORTH
EXISTING
SOUTH
T</ .. 00, R/W
80'^-100'
z
Y
35'-55' 45' o
m
O
FR. STA. 66 ! VARIES EXIST. CONC I v
TO STA. +6 314EXIST.
' zol SIDEWALK ( w 3
EXIST. GRADE
) (31 �) (14')
5' ( EXIST. GRADE
� -
JOIN EX.
GRADE
EDGE 5
PAVEM0 EXIST. PAVEMENT EXIST. CURB AND
E.P. TO REMAIN GUTTER TO REMAIN
INTEMA IMPROVEMENTS
TYPICAL SECTION JURUPA AVENUE
FROM STA. 3+66 TO STA. 11 +00 N.T.S.
GOFI�Ji�dGTIOi� NO?�v• T.I. = 10.5
y Tt,"* 06 " .I& Plc Mop MIN
�---
cowo> T• aw 6"15 ON Lf I'tf mfAff0. 4e.1003.
COW ST. -JV(NIN)AL.fVM10V15f16y0MPKW
N�Tr�• n
9a-coNsr 4 0090. 51091,*W MIC 6lT ( 'yro Ne.
UL T CON'JT. &,CUM & �T�R- (t 0jjy �p 1�0.I00
R/W Jc44 NPW A•G. PVMT 1D WVrlW-2.
�-- GONy( 08 P"G Do Pelt GCfY5ty No- Mo. l
V F-EfAM; t X'01r N .G. C09V .
20' V KrMDU5 01K CA)P X 6Lrr f--
12 -; 3D SAw�GUia ReMN� eX1'1T196 Pz. '?vw.
6' 10.5'
L L14E 31 C,6N45T. V^4 01KL:- PSR GTT`( 9T9. ND -1%-
92---+arc��c: toric. �117E3U.lA!-t� .
EXIST. GROUND
_ 96
J 9 JOIN
EX. GRADE
TYPICAL SECTION MULM-_MY AVENUE 0
FROM STA. STA.43+76 TO 49+76 N.T.S.
T.I. = 10.5
PRIME BENCH MARK: SECONDARY BENCH MARK: O
CITY OF FONTANA B.M. 581 SOUTH EAST CORNER JURUPA AVE.
RAILROAD SPIKE IN EASTERLY & MULBERRY AVE.; SET CHIS. " "
FACE OF POWER POLE NO. 674320 E AVE.; SET CHIS. " " 0 BCR; DIAL TWO WORKING
64.0' S/0 JURUPA AVE BEFORE DAYS BEFORE
AT THE NORTHWEST CORNER OF do 36.2 E/0 MULBERRY AVE. YOU DIG YOU DIG
JURUPA AVENUE AND MULBERRY AVENUE TOLL FREE 1-800-227-2600
ELEV. = 918.40 JELD. = 915.775 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
NOTE:
1. ALL EXPOSED EDGES SHALL BE ROUNDED TO A 15 mm (HALF INCH)RADIUS.
2. THE CURB FACE AT POINTS A AND D SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB.
THE CURB FACE AT POINTS B AND C SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB
PLUS H (SEE APPLICABLE CATCH BASIN STANDARD PLAN).
3. IN EXISTING STREETS WHERE NO PAVEMENT REMODELING IS INDICATED, THE ELEVATION OF THE
I Icj; OUTER EDGE OF THE LOCAL DEPRESSION SHALL MEET THE FINISHED STREET SURFACE.
4. IN NEW STREETS, OR IN EXISTING STREETS WHERE PAVEMENT REMODELING IS INDICATED:
3 THE ELEVATIONS OF POINTS F AND G SHALL BE SET H, HIGHER THAN THE GUTTER FLOW LINE
ELEVATIONS AT POINTS A AND D, RESPECTIVELY.
THE ELEVATIONS OF POINTS P AND R SHALL BE SET H2 HIGHER THAN THE GUTTER FLOW LINE
ELEVATIONS AT POINTS B AND C, RESPECTIVELY.
THE ELEVATION OF POINT S SHALL BE SET H= HIGHER THAN THE ELEVATION AT THE NEAREST
GUTTER FLOW LINE.
WHERE THERE IS NO GUTVER ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF POINT
/ E SHALL BE SET H, HIGHER THAN THE ELEVATION AT THE NEAREST TOE OF CURB.
5, DIMENSIONS:
H - NOTED ON THE PROJECT PLANS.
HI - NOTED ON THE PROJECT PLANS.
H2 - NOTED ON THE PROJECT PLANS.
/ Hx- NOTED ON THE PROJECT PLANS.
/ G - 600 mm (2 Feet)
K - 1.5 m (5 Feet)
L - 1.8 m (6 Feet)
M - 1.2 m (4 Feet)
N - 1.5 m (5 Feet)
W, - CATCH BASIN W FOR ONE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS
FOR MUTIPLE CATCH BASINS,
THE THICKNESS OF THE LOCAL DEPRESSION SHALL BE 200 mm (8 INCHES).
6. 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, EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAYBE SUBSTITUTED FOR METRIC
BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH
VALUES.
R/W OF
o�
MAX. SLOPE 1:
HINGE COVER AT TOP OF FLAME,
�RECTANGULAR FRAME I
n SEE NOTE E NOTE 1 152
AMERICAN PUBLIC WORK8 ASSOCIATION " SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY .,,.
LOCAL DEPRESSIONS
w
w EXISTING
WORK OUTSIDE THE
CURB DRAIN
SAN BERNARDINO CO
CONST. EAST
R/W WILL REQUIRED
150-2
FLOOD CONTROL
}
C/L z Hr R/W
PERMISSION FROM COUNTY
DISTRICT R/W
o
FLOOD CONTROL
1360
225 6-1
1500 60
180 5
1650 66
160 4
W = :330'1
0
1 3_1
120' 10
EX. CHAIN_"
2 NO
LINK FENCE I
60'
I 40'
7' 53'
1 35' I
(21') I
x
EXIST. GROUND
I
X11
7
28
L LUNE
10'
0�'
LEVEL LINER
2.0 -
- -
- -- - -R=ax - - - -
- - - -
JOIN EX.
2X
EXIST GRADE
30E.P. 7 15
JOIN
EX
10 EXIST. GROUND
2:1 MAX
GRADE
SLOPE
2XMIN
:1 MAX
TYPICAL SECTION
MULBERRY AVENUE
FROM STA. STA.40+43 TO 43+76 N.T.S.
T.I. = 10.5
SAN BERNARDINO CO.
w z EXISTING
FLOOD
EAST
WORK OUTSIDE THE
DISTRICT R/W
C/L Z \� R/W
R/W WILL REQUIRED
PERMISSION FROM COUNTY
z
FLOOD CONTROL
F
U >
30'±
114' I (n Uj o0 m
EX. CHAIN
"
60'
54'
LINK FENCE
I
7' 53,
_ 1 42,
I
x
10' 5'
IST. GROUND
21
7
5
JOIN EX.
FINISHED TYP
SURFACE R-20% •--
� - -
--
�
GRADE
307714 EXISTING EXIST. CURB AND
AC PAVEMENT
2X MIN
10
GUTTER TO REMAIN
2:1 MAX
TYPICAL SECTION MULM-_MY AVENUE 0
FROM STA. STA.43+76 TO 49+76 N.T.S.
T.I. = 10.5
PRIME BENCH MARK: SECONDARY BENCH MARK: O
CITY OF FONTANA B.M. 581 SOUTH EAST CORNER JURUPA AVE.
RAILROAD SPIKE IN EASTERLY & MULBERRY AVE.; SET CHIS. " "
FACE OF POWER POLE NO. 674320 E AVE.; SET CHIS. " " 0 BCR; DIAL TWO WORKING
64.0' S/0 JURUPA AVE BEFORE DAYS BEFORE
AT THE NORTHWEST CORNER OF do 36.2 E/0 MULBERRY AVE. YOU DIG YOU DIG
JURUPA AVENUE AND MULBERRY AVENUE TOLL FREE 1-800-227-2600
ELEV. = 918.40 JELD. = 915.775 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
NOTE:
1. ALL EXPOSED EDGES SHALL BE ROUNDED TO A 15 mm (HALF INCH)RADIUS.
2. THE CURB FACE AT POINTS A AND D SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB.
THE CURB FACE AT POINTS B AND C SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB
PLUS H (SEE APPLICABLE CATCH BASIN STANDARD PLAN).
3. IN EXISTING STREETS WHERE NO PAVEMENT REMODELING IS INDICATED, THE ELEVATION OF THE
I Icj; OUTER EDGE OF THE LOCAL DEPRESSION SHALL MEET THE FINISHED STREET SURFACE.
4. IN NEW STREETS, OR IN EXISTING STREETS WHERE PAVEMENT REMODELING IS INDICATED:
3 THE ELEVATIONS OF POINTS F AND G SHALL BE SET H, HIGHER THAN THE GUTTER FLOW LINE
ELEVATIONS AT POINTS A AND D, RESPECTIVELY.
THE ELEVATIONS OF POINTS P AND R SHALL BE SET H2 HIGHER THAN THE GUTTER FLOW LINE
ELEVATIONS AT POINTS B AND C, RESPECTIVELY.
THE ELEVATION OF POINT S SHALL BE SET H= HIGHER THAN THE ELEVATION AT THE NEAREST
GUTTER FLOW LINE.
WHERE THERE IS NO GUTVER ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF POINT
/ E SHALL BE SET H, HIGHER THAN THE ELEVATION AT THE NEAREST TOE OF CURB.
5, DIMENSIONS:
H - NOTED ON THE PROJECT PLANS.
HI - NOTED ON THE PROJECT PLANS.
H2 - NOTED ON THE PROJECT PLANS.
/ Hx- NOTED ON THE PROJECT PLANS.
/ G - 600 mm (2 Feet)
K - 1.5 m (5 Feet)
L - 1.8 m (6 Feet)
M - 1.2 m (4 Feet)
N - 1.5 m (5 Feet)
W, - CATCH BASIN W FOR ONE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS
FOR MUTIPLE CATCH BASINS,
THE THICKNESS OF THE LOCAL DEPRESSION SHALL BE 200 mm (8 INCHES).
6. 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, EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAYBE SUBSTITUTED FOR METRIC
BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH
VALUES.
R/W OF
o�
MAX. SLOPE 1:
HINGE COVER AT TOP OF FLAME,
�RECTANGULAR FRAME I
n SEE NOTE E NOTE 1 152
AMERICAN PUBLIC WORK8 ASSOCIATION " SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY .,,.
LOCAL DEPRESSIONS
STANDARD PLAN
PUIIILIC ST�
CURB DRAIN
'"ET"'�
«�
150 On
150-2
REV. Im
SHEET t OF 4
UM VA I STANQIIRD SPECOrAT ONS POR MAW JC WOPM t0146TRUCTION
RIV. ,en. Im
SHEET t OF 2 --
I-` wO
W� A
�Z
CURB OPENING -
E o W
CATCH BA31N (9)
<r
n i(V I I I
cuRB-' POINT A 4 Ir - POIIiT e -
POINT c-
�.
POINT E
� '�-POINT f A L.Q.
-.__DIRECTM OF FLOW PLAS..
z v N K WD
POINT B
�^ INT A FLOW LINE PROF
CASE A
!2 N L W
D �-
W ,•
W t _
it CURB OPENING 4 _ _ _
CAT BASIN (S)-� , r- '- 1 I
g =0 I I ► I
CURB-7POINTA '-POINT B POHNT cPOINT
POINT f
CURB }
-POINT 0 a
Ir _ GUTTER
W
U
-B \--POINT G 4 �
--r--_ IHRECTION OF FLOW o
2=
L I N L)
POINT D -
-FLOW LINE
N
�•C
CURB
--POINT D 3
GUMRf
�C+ POINT D <
dREGT10N a FLiDM/ -+- PLAN -�-DIRECTION OF FLOW � �
0 j -N L- WD L N� Z'0
xc� __= = lLLI
T
_r
`� POINT D
POINT A POINT B POINT C
FLOW LINE PROFILE -fLOW LINE
CASE B
25 m 11") 150 mm 16') 25 mm O') 150 mm 16") 25 mm ti'I
r- -M M M.G.OR VAR-- -�i�^-
450 mmYAR.---• {
50 rnm
J=VAR. i j --VAR.
CURB RIDGE'
I FACE + N 0 �g r • ° VALLEY 1 ,' VALLEY
a• • Ear p�Q .�
I I .p • � w i . ► • p•a .r mY A r _r. a �
1... j - . i •Pr, i 'per.
SECTION A -A SECTION B -B SECTION C -C
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY .,,.
LOCAL DEPRESSIONS
STANDARD PLAN
Pte1``"'�""R�'�
+fEHaooK coNMrrTeE
AT CATCH BASINS
313R� 1
11164
150 On
1240
REV. Im
SHEET t OF 4
USE VNTN STANDARD SPEMCATIOW FOR PLONX WORKS CONSTRUCTION
210 6'
1
149 (51
1360
225 6-1
1500 60
180 5
1650 66
160 4
1100
1 3_1
2 NO
I-` wO
W� A
�Z
CURB OPENING -
E o W
CATCH BA31N (9)
<r
n i(V I I I
cuRB-' POINT A 4 Ir - POIIiT e -
POINT c-
�.
POINT E
� '�-POINT f A L.Q.
-.__DIRECTM OF FLOW PLAS..
z v N K WD
POINT B
�^ INT A FLOW LINE PROF
CASE A
!2 N L W
D �-
W ,•
W t _
it CURB OPENING 4 _ _ _
CAT BASIN (S)-� , r- '- 1 I
g =0 I I ► I
CURB-7POINTA '-POINT B POHNT cPOINT
POINT f
CURB }
-POINT 0 a
Ir _ GUTTER
W
U
-B \--POINT G 4 �
--r--_ IHRECTION OF FLOW o
2=
L I N L)
POINT D -
-FLOW LINE
N
�•C
CURB
--POINT D 3
GUMRf
�C+ POINT D <
dREGT10N a FLiDM/ -+- PLAN -�-DIRECTION OF FLOW � �
0 j -N L- WD L N� Z'0
xc� __= = lLLI
T
_r
`� POINT D
POINT A POINT B POINT C
FLOW LINE PROFILE -fLOW LINE
CASE B
25 m 11") 150 mm 16') 25 mm O') 150 mm 16") 25 mm ti'I
r- -M M M.G.OR VAR-- -�i�^-
450 mmYAR.---• {
50 rnm
J=VAR. i j --VAR.
CURB RIDGE'
I FACE + N 0 �g r • ° VALLEY 1 ,' VALLEY
a• • Ear p�Q .�
I I .p • � w i . ► • p•a .r mY A r _r. a �
1... j - . i •Pr, i 'per.
SECTION A -A SECTION B -B SECTION C -C
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY .,,.
LOCAL DEPRESSIONS
STANDARD PLAN
Pte1``"'�""R�'�
+fEHaooK coNMrrTeE
AT CATCH BASINS
313R� 1
11164
150 On
1240
REV. Im
SHEET t OF 4
USE VNTN STANDARD SPEMCATIOW FOR PLONX WORKS CONSTRUCTION
LOCAL DEPRESSION 8
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD KAN
METRx
150-2SWIET2OF2
CURB DRAIN
HWM COVER AT
E 60C mm , = INLET INLET o� AM Top OF FRAME
(24") �= TYPE 2 TYPE 1 sm, Pu►+ iw°�T
OR ORAOMf
SEE NOTE a RAN
E 600 mm
E
1 .ro Axe I -1 g : i'0 (24') `
SECTION _ i A I Ra
INLET TYPE 2
I I SEE a
i b 1
2so m ! E
!
BAR
I"I 16
SECTIONCr
6• m
B I I 6 INLET TYPE 1
DETAIL OF ANCHOR I I
CURB FACE3" mm CLM9 FACE
%_ ANCHOR
--POINT M POINT N POINT P POINT 0 --
A
PLAN
30°0 mm (101 s 30DO mm (10')
TC GRADE LINE AS S/2
CURB
TOP OF Lm SHOWN ON PROFILE -
_ FL
POINT P POINT O
POINT M POINT N PROFILE
GALVANIZED STEEL �y�
ANCi E
mm
J BAR
SPACK mm
JIM 021
210 (71
450 (111
240 T
600 f241
240 7
150 On
1240
900 36
10 (71
1050 42
210 6'
1
149 (51
1360
225 6-1
1500 60
180 5
1650 66
160 4
1100
1 3_1
m '6= 3
FOR S - 750 mm (3n ANO LESS, USE 2 100
ANCHORS O1H ERUSE, USE 3 ANCRCRS. (4'r SATTVR 3:,2 SEE NOTE a ) �
l0
FOR 5 * 1200 mm (46') AMC LESS.
B - 75 mm t3-) 200 ;S0
USE 64x5165 (2-1/2'x2 x3/17 (s•) 6'
GALVANIZED SIM ANGLE. TIER TO
CH
OhERAMISE, B - 100 mm (41 USE 69x76:12.7 MEVSTTING SECTION A -A
(3-112' YA12') GALVANIZED STEEL ANQE.
18 AREOM S 150 mm
/1 (/3). OM O 420 ,nm
3 O 12-) MAX OC
J BAE
BARS
SECTION 8-93 g' T
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
Pe"'E°"R
PUBLIC WORICSSTANDARDSNC-
PARKWAY DRAIN
STANDARDPLAN
�
GRiSNeOCCOMMRTEE
1 1 1
5 -
REV. ,1M
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUS M VVORICS CONSTRUCTION
NOTES
1. FLOOR OF BOX SHALL BE TROWLED SMOOTH.
2. IF THE TOE OF SLOPE IS ALLOWED WITHIN THE R/W. INLET TYPE 1
BEGINS AT THE TOE RATHER THAN AT THE R/W LINE.
3. FOR OPEN DITCH (TYPE 2), THE 600 mm (24") EXTENSION BEYOND
THE R/W LINE IS NOT REQUIRED WHEN BACK OF WALK IS 600 mm (24")
OR MORE FROM THE R/W LINE: HOWEVER, THE PIPE SHALL EXTEND
TO THE R/W LINE IN ANY EVENT.
4. TOP OF INLET STRUCTURE (TYPE 1 k 2) SHALL BE FLUSH WITH ADJACENT
SURFACE WHERE PRACTICAL.
5. A HEADED STEEL STUD 16 mm x 160 mm WITH A 25 mm HEAD
(5/8" x 6-3/8% 1" HEAD) ATTACHED BY A FULL PENETRATION BUTT
WELD MAY BE USED AS AN ALTERNATE ANCHOR.
6. NORMAL CURB FACE AT POINT M AND 0. CURB FACE IS 8 + 125 mm (5")
AT POINT N AND P.
7. THE 75 mm (3") LEG OF THE 16 mm (5/8") DIA ANCHORS SHALL
BE PARALLEL TO THE TOP OF SIDEWALK.
8. SLOPE - 2.0X.
9. 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 )1ETRIC VALUES. IF ENGLISH UNITS ARE USED,
ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH VALUES. HOWEVER,
ASTM 615 REINFORCING STEEL MAY BE SUBSTITUTED FOR ASTM 615M STEEL.
PARKWAY DRAIN 43
W
LLI
a
�Q
U
3
REMOVE EXIST. 5' MIN.
A.C. PAVEMENT
COLD PLANE TO
FINISH SURFACE 0.12' MIN. PROVIDE 0.12' MIN.
AC OVERLAY
EXIST. AC
NEW AC PAVEMENT PAVEMENT
SEE TYPICAL SECTION
COLD PLANE DETAIL
N.T.S. 5
CURB DRAIN 44 COUNTY OF SAN BERNARDINO
r�IPaF�TI►AERVT OP PUBLIC WOF�K8
Lost Updcft: 2/25/02
767L1/t02.dwq ,
CHIEF DESIGN ENGINEER DATE
�oFESS,�, Dienes En ineenn ,�/nc. CITY OF FON I ANA, CALIFORNIA
I16" VAU" KEW WEIVUE
3 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT �� 0`� I AGL4 LW&K C4L#VfiW 90&V
''
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL p''M4'-481174'-417J DRAWN BY:
HEREON AND CARRIED FORTH IN A DILIGENT MANNER, `� z z LRT AVi�!l,1� 1 * _: 4'
SHOWN * R.C.E. N0. 43293 * Prepared Under The Supervision Of : �I�A
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO _DESIGNED BY: DATE
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND Exp' 3-31-04 cRART 02/25/02
STANDARDS IN EFFECT.�FO`�` Date : 2 Z CHECKED B ' DRAWING NO.: 2
F CAL HAIDOOK I. A HAIAN RCE NO. 43293 FAA3025 7
CITY ENGINEER R.C.E. 51152 DATE: