HomeMy WebLinkAbout3530-6. i
I
• I I ,
I !
I I
. I
1 I PIP
,♦ �'
4 -
Brick aid lengthwise
I nd mortared
I" ± Cement grout Inside edge of R.C.P. groove
capping at end of pipe SECTION or end of pipe (if broken)
• 11 D11
Cement grout capping
L..
' Brick mortar closure
ELEVATION
PIPE CLOSURE -TYPE 13 B"
(Brick and Mortar)
NOT
I. T e "B" closure for "D" not larger than SAN BERNARDI NO COUNTY
6" unless approved or specified by the FLOOD CONTROL D TRICT
Engineer. REVISIONS OWN. BY DATE
2.See specifications for additional information. C. L. 5- -63
FILE NO. .
S.P. 176A
I
B t
C
BARS
E BARS -2 ABOVE B
B (
2 BELOW OPENING
DBE
BARS
300 mm (12') tl5 mm i(4")
C BARS 15M 0 450 mm
F - (•4 0 18•)
�
.1500
1050 mm i42') 190 mm {7 11/21375
^
0
; v
E
a
v'
�
'
�
N
•
mm (IS') 115 mm I(4 I/4')
300 mm (12") MIN.
450 mm (I8') II5 mm I[4 I/2')
1200 mm (4B'} 215 mm (@'! "
5
yP�`? 75 mm (3"1 MIN.
1275 mm (51'1 215 mm (8 .I/2')
500 mm (24") 140 mm f5 I/4'}
ID �[
675 mm (27') 140 mm {5 I/2')
1425 mm 157") 240 mm {9 I/4')
MQy`��� /� A 300 mm (121 MIN. ?C
mm (6D"I 240 mm {9
825 mm (3$') 165 mm (6 I/4'J
1575 mm (63") 260 mm {IO')'
900 mm (36') 165 mm (6 1/2')
1650 mm (66'} 260 mm (10 I/4')
975 mm (39') 190 mm (7")
1725 mm 169') 280 mm (10 3/4.1
•
I@00 mm (72') 280 mm Ill')
FOR B GREATER THAN 1800 mm (72') SEE PROJECT PLAN
1275 51 220 81/2
\\ BARS -2 ABOVE a
1425 57 240 91/4
I500 60 230 9I/2
2.BELOW OPENING
1650 66 260 10 I/4
1725 69 280 10 3/4
\\\ ISM 0 450 mm 15M 0 4'50 mm
1950 78 300 If 3/4
2100 84 320 121/2
\\ (•4 O 181).. (+4 O IB')
90
340
C BARS
c
0
r•
E
in
O
a
c
m
E
o
�
c
N
e i SECTION A A'
2400 96 360 14
2330 102 400 15 1/2
2700 106 410 16
2850 114 420 16 I/2
3000 120 440 17
3150 126 440 17
3300 132 450 171/2
3450 138 450 17 I/2
PLAN
CORNER' CONNECTION
I
I
I
�
�4 4 D BARS -2 -ABOVE a
�aQ�Q 2 BELOW OPENING
300m
{I2)M300'mm .
A
F 75 mm. (3 :.) <R : /
0o �; . :
\\
15M 0 450 mm
\\ (•4 O 18')
/ C BARS
i
PLAN
SIDE CONNECTION
AMERICAN PUI3LIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
'PROMULGATED BY THE
CATCH BASIN..
IYl 1V L11 fl tr CATCH BASIN..
MONOLITHIC
STANDAROPLAN
METRIC
- PUBLIC WORKS STANDARDS IND.,
GREENBOOK COMMITTEE
•.
- •:_ .. CONNECTION
... CONNECTION /- 1r
_ 308-1
. 1894
REV. 1896
SHEET 1 DE 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
N V
®Q . PIPE'SEAT LEVEL,
O SARS., f I
5" '.OG 4 SEE NOTE, .$
!4 TIE SAR. � � � �) J• �.
y.
4-+6 E BAR .•t
Af w G g
62
BEE NOTE 2 _ k2
D BAR�;
; I s=0.002
NaTs '9:•. I S=0.00232 ! SL .
F
PLAN
L
9/: -MANHOLE FRAME
STREET AhU CaYER PER �a
'•a�A� sT<?; PLJ�N;$30 � SECTION 8-8 •
S5" 2' PIPE '
1. W
TIE BAMS m
TIE r�e�t--�'''� � ����_ 1. / �9� <<1
1 F' ' 4 SAR5 w . cj�G ,
• SP?i1NCr LINE �u'0. ? ` _404
i � Exc�pV*•Q'� `
R.C.P.
4.127'OUTLET
74.0 11VV-
•
FU`Jh)) H Fa ?v C )'," �"
,nom t�EDI"IT()THO�
I.ON:.t
DROP INLET DETAIL 6A
N. TS.
Q O REV. REVISION DESCRIPTION
0
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERTj MEC. DWG.
No
B t
C
BARS
DBE
BARS
B (
C
BARS
DBE
BARS
300 mm (12') tl5 mm i(4")
'•
0
1:
E
o
�
to
�
.1500
1050 mm i42') 190 mm {7 11/21375
^
0
; v
E
a
v'
�
'
�
N
•
mm (IS') 115 mm I(4 I/4')
1125 mm i45'} 190 mm (7 3/4') �
450 mm (I8') II5 mm I[4 I/2')
1200 mm (4B'} 215 mm (@'! "
$25 mm i21') l40 mm t5')
1275 mm (51'1 215 mm (8 .I/2')
500 mm (24") 140 mm f5 I/4'}
1350 mm (54"} 240 min (9") .'
675 mm (27') 140 mm {5 I/2')
1425 mm 157") 240 mm {9 I/4')
750 mm (30') 165 mm (6')
mm (6D"I 240 mm {9
825 mm (3$') 165 mm (6 I/4'J
1575 mm (63") 260 mm {IO')'
900 mm (36') 165 mm (6 1/2')
1650 mm (66'} 260 mm (10 I/4')
975 mm (39') 190 mm (7")
1725 mm 169') 280 mm (10 3/4.1
•
I@00 mm (72') 280 mm Ill')
FOR B GREATER THAN 1800 mm (72') SEE PROJECT PLAN
STRUCTURAL DATA
NOTES
I. REINFORCING STEEL SHALL BE 40 mm U-1/2•) CLEAR FROM FACE OF
CONCRETE UNLESS OTHERWISE SHOWN,
2. REINFORCING STEEL FOR INSIDE FACE OF CATCH BASIN SHALL BE CUT
AT CENTER OF OPENING AND BENT INTO WALLS OF MONOLITHIC CATCH
BASIN CONNECTION. REINFORCING STEEL FOR OUTSIDE -FACE OF CATCH
BASIN SHALL BE CUT 50 mm (2') CLEAR OF OPENING
3. CONNECTION SHALL BE PLACED MONOLITHIC WITH CATCH BASIN. THE
ROUNDED EDGE OF OUTLET'SHALL BE CONSTRUCTED BY PLACING CONCRETE
WITH THE SAME CLASS OF CONCRETE AS THE CATCH BASIN AGAINST A
CURVED FORM WITH A RADIUS OF 75 mm (3').
4. CONNECTIONS SHALL BE CONSTRUCTED WHEN:
(A) PIPES INLET OR OUTLET THROUGH CORNER OF CATCH BASIN
(6) ANGLE A FOR PIPES THROUGH 750 mm (30') IN DIAMETER
IS LESS THAN 70 DEGRESS OR GREATER THAN 110 DEGREES.
5. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS
ARE NOT EXACT C V ARE USED ALL
VALUES R
.K CT EQUAL VALUES. UES. I F METRE
VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT
REINFORCING BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED
FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES
USED FOR CONTRUCTION SHALL BE ENGLISH UNITS.
• AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN
METRIC
MONOLITHIC
DATE I ENGR. I CITY
308 - 1
CATCH BASIN CONNECTION
lmm>
SHEET 2 OF 2
I DATE
C LATERAL /
CONNECTOR PIPE
10M0450 mm
p3 OR +40189 OC
ROUND EDGES TO RADIUS G
OF APPROXIMATE 10 OF
LATERAL. MAXIMUM
900 mm (361) P
�0
A d B BARS f6
Q. MAIN LINE SEE
NOTE 8 I
Q
ROUND EDGES`
TO 75 mm (39 R
P
1-11 It LL
•-► •♦ : STATION
STATION N' M IOM (03 OR 04),
STATION PT, D BARS SEE NOTE 4
PLAN
D BARS ---N
� OR 41
15M0450 mm (040181 OC,
BOTH WAYS. TO BE USED WHEN
02 IS 1500 mm (601) OR MORE
LONGITUDINAL SECTION
D BARS �� J \OI
A BARS OM (+3
� � I�
~i F BARS. R +4)
.�,� I0
M0
450 mm ISAS
1
m I Fr!3cu8 ) o 0 7 ELEVRS
mm (940181) OC,
ITS, 70 BE USED
IS 1500 mm (601
TABLE
FOR DIMENSIONS
AND BAR SIZES
TRANSITION STRUCTURE
lmm>
D2
OR
B
(INCHES) (nab)
F
OR
T
(INCHES)
•�
CO
o
<
y
m
o
a
a
300
12
110
4
u
0
O
°
El
�
p
,�
-
v
0
n
n
-
375 15 110 4 1/4
450 18 120 41/2
323 21 130 S
600 24 140 S 1/4
BTS 27 140 5 I/2
750 30 160 6
825 33 160 6I/4
900 36 170 61/2
973 39 180 7
42
V 105
190
7,72---s
o
o
•"
O
E
E
n
2
N
0
O
E
E
ami
�
'^
E
„,
n'
1125 43 200 7 3/4
1200 48 210 8
1275 51 220 81/2
1350 34 230 9
1425 57 240 91/4
I500 60 230 9I/2
I575 63 260 10
1650 66 260 10 I/4
1725 69 280 10 3/4
1800 72 280 If
1950 78 300 If 3/4
2100 84 320 121/2
2230
90
340
131/4
c
0
r•
E
in
O
a
c
m
E
o
�
c
N
,.
E
E
o
N
2400 96 360 14
2330 102 400 15 1/2
2700 106 410 16
2850 114 420 16 I/2
3000 120 440 17
3150 126 440 17
3300 132 450 171/2
3450 138 450 17 I/2
5,50 144 460 18
Q
ROUND EDGES`
TO 75 mm (39 R
P
1-11 It LL
•-► •♦ : STATION
STATION N' M IOM (03 OR 04),
STATION PT, D BARS SEE NOTE 4
PLAN
D BARS ---N
� OR 41
15M0450 mm (040181 OC,
BOTH WAYS. TO BE USED WHEN
02 IS 1500 mm (601) OR MORE
LONGITUDINAL SECTION
D BARS �� J \OI
A BARS OM (+3
� � I�
~i F BARS. R +4)
.�,� I0
M0
450 mm ISAS
1
m I Fr!3cu8 ) o 0 7 ELEVRS
mm (940181) OC,
ITS, 70 BE USED
IS 1500 mm (601
1-_-�y
TRANSITION STRUCTURE
E MAIN LINE
SECTION
N' -NO -Nm
PROJECTED
ON M -M -N"
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE
TRANSITION STRUCTURE
STANDARD PLAN
PUBLIC WORKS STANDARDS INC.,
300 mm 12" THROUGH 1800 mm 72"
METRIC
GREENBOOK COMMITTEE
tas2
PIPE TO PIPE
340-1
340 - 1
REV' 19M
SHEET 1 OF 2
'USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
NOTES
4. THE HORIZONTAL ANGLE OF CONVERGENCE OR DIVERGENCE, 8, SHALL
NOT EXCEED 5045'.
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 (I 1/2") -CLEAR OF
CONCRETE SURFACES 'UNLESS OTWERWISE SHOWN. LONGITUDINAL
BARS SHALL BE IOM O 450 mm 03 OR ;4 0 181) 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 LINEA CONSTRUCTION JOINT
LONGITUDINAL' KEYWAY.
7. THE LENGTH OF THE STRUCTURE MAY BE INCREASED AT THE OPTION
OF THE 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 & B BARS `,SHALL BE OMITTED.
10. WHEN ELEVATION R AND ELEVATION S ARE NOT SHOWN ON PROJECT
DRAWINGS, INLET PIPE SHALL ENTER MAINLINE 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 DRAWINGS ONLY WHEN STUB IS TO BE PROVIDED IN MAIN.
LINE FOR FUTURE CONSTRUCTION OF INLET PIPE.
IL THE MAXIMUM COVER ABOVE THIS STRUCTURE SHALL BE 7.5 m (251.
1F THE COVER EXCEEDS 7.5 m (259 A SPECIAL STRUCTURE SHALL BE
DESIGNED FOR THE COYER 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 B T
E SU BS ITUT FOR
OR
METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED
FOR CONSTRUCTION- SHALL BE ENGLISH UNITS:
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
340 - 7
TRANSITION STRUCTURE
PIPE TO PIPE
SHEET 2 OF 2
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMM. ENCE 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.
ISM p 300 mm 04 p
L!2 (TTP.)--%
EXIST. PIPE
FLOW
15M 0 300 mm
150 mm
6') MIN
CUT
N0. 2
LINE
so° rcior2
LINE
150 mm CUT NC
6') MIN
3.14 (DO _.
DETAIL +A+ (SEE NOTE 1011
SONO -TUBE. OR EgUAL, INTERIOR FORM
CUT N0.1* SAW THE TUBE AT AN ANGLE OF A/2 WITH THE TRANS-
VERSE PLANE. REVERSE ONE SECTION AND TAPE BOTH SECTIONS
TOGETHER FORMING THE DEFLECTION ANGLE A.
CUT N0. 2: SAW THE TUBE LONGITUDINALLY REMOVING A STRIP
3.14 (DO -D) WIDE ON THE SIDE OPPOSITE THE OPEN JOINT.
BEND THE ENDS OF THE CUT TOGETHER AND INSERT THE
TUBE IN THE PIPE.
3-15M (+4) CIRCULAR TIES,
SEE NOTE 97
330-C-23 (560-C-3250) CONCRETE
25 mm (I') (TTP.)
D L T
300 mm (12•) 300 mm (124 100 mm (4'11
450 mm (IB') 300 mm (12') 125 mm (5•)-
500 mm (241 300 mm (I21 150>mm (fi')
750 mm (301,450 mm t781 175 mm iT}
900 mm (36•) 450 mm (18') 225 mm (9•)
1050 mm (42• 430 mm (18") 225 lam (91)
1200 mm 1148' 430 mm (18•) 230 mm (100)
1425 mm l5T450 mm U8•) 230 mm IID•}
1500 mm (60 525 mm (21") 275 11111111(N')
1650 mm (66'1 525 mm (21') 275 mm (N•)
1800 mm (72') 600 mm (24-1300 mm (1
�- INTERIOR SURFACE
OF PIPE
DETAIL: "B"
TYPICAL JOINT FOR
REINFORCED CONCRETE PIPE 75
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORN'A CHAPTER
PROMULGATED BY THE
PUBLIC WORKS STANDARDS INC.,
CONCRETE COLLAR FOR RCP
STANDARD PLAN
GREENB �coMMmrEE
300 mm 12" THROUGH 1800 mm 72"
380 - 2
Rte'
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS 'CONSTRUCTION
NOTES
I. A CONCRETE COLLAR IS REQUIRED WHERE THE CHANGE IN GRADE •
EXCEEDS 10 PERCENT.
2. FOR CURVE JOINTS (SEE DETAIL B. SHEET I)
IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE
A CONCRETE COYERTHS REQUIRED RED •IN ACCORDANCE WITH SUBSECTION
306-1.2.4 OF THE SSPWC.
IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE -
THAT IS EQUAL TO OR GREATER THAN 73 mm (3•), BUT LESS THAN
150 mm (6'}, A CONCRETE COLLAR IS REQUIRED. IF THE CLEAR
SPACE IS 150 mm f61 OR GREATER, A TRANSITION STRUCTURE
IS REQUIRED.
3. CONCRETE COLLAR SHALL NOT BE USED FOR A SIZE CHANGE ON
THE MAIN LINE.
4. CONNECTOR PIPES
A. WHERE PIPES OF DIFFERENT DIAMETERS ARE JOINED WITH A
CONCRETE COLLAR, L AND T SHALL BE THOSE OF THE LARGER
PIPE. D=DI OR 02. WHICHEVER IS GREATER.
B. WHEN D( IS EQUAL TO OR LESS THAN J'k, JOIN .INVERTS AND
WHEN 01 IS GREATER THAN D2. JOIN SOFFITS.
5. FOR PIPE LARGER THAN 1800 mm (721 SPECIAL `COLLAR DETAILS
ARE REQUIRED.
6. FOR PIPE SIZE NOT LISTED USE NEXT SIZE LARGER.
7, " REINFORCEMENT SHALL CONFORM TO ASTM A 615 M (A 615) GRADE
300(40).
8. WHERE REINFORCING IS REQUIRED THE DIAMETER OF THE CIRCULAR
TIES SHALL BE D+(2X WALL THICKNESS) + T.
9. REINFORCING SHALL BE USED WHERE THE PIPE DIAMETER 1S
GREATER THAN 525 mm (21') AND ON ALL PIPES WHERE THE SPACES
BETWEEN THE EXTREME OUTER ENDS IS 75 mm (3•) OR LARGER.
CIRCULAR TIES
PIPE DIAMETER
N0. OF
CIRCULAR TIES
525 mm -(21') OR LESS
3
600 mm (241 TO 750 mm (300)
3
825 mm (331) TO 1425 mm (57}
4
1500 mm (601) TO 1800 mm (720)
5
WHERE THE SPACE BETWEEN PIPE ENDS EXCEEDS 75 mm (3'). THE
NUMBER OF CIRCULAR TIES SHALL BE INCREASED TO MAINTAIN AN
APPROXIMATE SPACING OF 150 mm (60) O.C.
10. WHERE THE PIPE IS 525 rrlm (21'} OR LESS IN DIAMETER AN INTERIOR
FORM OF UNSEALED SONO -TUBE OR EQUAL SHALL BE USED TO
PROVIDE A SMOOTH
INTERIOR IDR J
DINT. THE PAPER ER FORM
MAY
8E
LEFT IN PLACE (SEE DETAIL A), WHEN THE PIPE 15 600 mm (24')
OR LARGER A REMOVABLE INTERIOR FORM SHALL BE USED OR -THE
INTERIOR JOINT SHALL BE COMPLETELY FILLED WITH MORTAR AND
NEATLY POINTED.
11. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS
ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED, ALL
ENUSED
S f08AR CONSTRUCTION
Z3TN ENLIHIS A?CBSED PORlORNlEIGSHUNTMYBESU71T1EXCEPT
R
METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED
.FOR CONSTRUCTION SHALL BE ENGLISH UNITS.
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
380-2
SHEET 2 OF 2
CONCRETE COLLAR FOR RCP
300 mm 12" THROUGH 1800 mm 72"
BENCH MARK: 1 -No. 615
BASIS OF BEARINGS:
RAILROAD SPIKE AT INTERSECTION
THE BEARING OF N00'16'44"W ALONG
OF CITRUS AVE. AND LOS CECROS
THE WEST LINE OF SECTION 30,
TOWNSHIP 1 NORTH, RANGE 5 WEST,
AVE.. IN POWER POLE N0. 9011E
ON THE EAST SIDE OF CITRUS AVE.
SAN BERNARDINO MERIDIAN, AS SHOWN
ELEVATION: # 1467.59
ON TR. N0. 15908, IN BOOK 271,
PAGES 34 .THROUGH 39 OF MAPS.
Prepared Under The Supervision Of
L�q'��
PREPARED IN THE OFFICE OF
P?C JAD01_E AND ASSOCIATES, INC.
�
3 No. 36637 c
�
10601 CHURCH STREET SIE. 107
*
Expl 06-30-04
*
RANCHO CUCAMONGA, CA 91730
PHONE (909) 948-1311
4z CA
rs
� s� Date v
CE
36637 EXP. 6-3 -04
J
O
v
CITY OF FONTANA, CALIFOR6-4DM 7-114t24e- -
11A
R
Al1U IMPROVEMENT PLAN
STOR�1� D�
DRAWN BY: TRACT No. O, 6176 •`
Q SCALE
DESIGNED BY: 16176-1 �! �. 1 176-� DATE:
� S SHOWN �
WLl __----� ,DETAS � OCTOBER 2003
CHECKED BY: APPR , BY: DRAWING NO.: 6
CITY ENGINEE R.C.E. 51152 p 3530 s �
J:\826-1177\StormDrain\sd06.dwa. 02/09/2004 03:07:04 PM. DM