HomeMy WebLinkAbout3160-4O 100 ww 04 O 41 OC
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QIP •-• DETAIL "N" PLAN
PLAN (RINGS AND COVER NOT SHOWN)
SEE NOTE
(SHAFT NOT SHOWN)
B
MANHOLE FRAME - CONCRETE RINGS
0`r
PUBLIC woRKs sTAI4onRos INC.,
GREENSOOK �
EDGES TO BE ROUNDED
321-1
6ma
0
TO 75 mm (34) R
SHEET 1 OF 3
w (24•)
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MANHOLE
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Prepared Under The Supervision Of : CITY U OI!- IrONTANA, l��i LI FORN IA
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MJ JULY, 2002
ALL STEEL REINF. ISM
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QIP •-• DETAIL "N" PLAN
PLAN (RINGS AND COVER NOT SHOWN)
SEE NOTE
(SHAFT NOT SHOWN)
STREET GRADE
MANHOLE FRAME - CONCRETE RINGS
STANDARD PLAN
METRIC
PUBLIC woRKs sTAI4onRos INC.,
GREENSOOK �
AND COVER PER PER STD. PLAN 324
321-1
6ma
0
STD. PLAN 630 OMIT THIS STEP
SHEET 1 OF 3
w (24•)
IN PAVED STREETS -
MANHOLE
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
SHAFT 225 Mw (9') ---
Prepared Under The Supervision Of : CITY U OI!- IrONTANA, l��i LI FORN IA
PER STD. 400 mm 06•) FOR
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PLAN 324 PAVED STREETS.
650 mm (2'-2•)
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Exp: 9-30-05
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RAYED STREETS I
MJ JULY, 2002
15
125 MM x 30 mm (5•z2•) PIPE SEAT
F�CALIF�
Date : CHECKED BY BY DRAWING NO.: 4
•
T
CITY ENGINEER R.C.E. 51152 , DATE 4
a
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ROUND EDGES
OF INLETS
.5 ww (5-)
ROUND EDGES
X
¢
ips
15 ww
1
INLET ELEVATION
APPLIES AT THIS
POINT
SECTION
A -A
STATION LINE
900 mm (3'-0•)
200 mm t8•) +
450 mm (181)
ww
100 Mw (40) 1 L+2T- 200 I 1100 EDM (4•)
200 Mm (8-)
200 ww (8 '
OPTIONAL BOTTOM SEE OPOINTS,
TE 5
TABLE OF VALUES FOR M (SEE NOTE 1)
SECTION B -B
SECTION PAVED STREET UNPAVED STREET
MAX MIN. MAX. I Mill.
A -A 1067 Mw t -10 1/20) 1 1060 ww (31-6
C -C 1 262 mm 1111) 1217 MM l6 1/29 410 wm (161 1 360 Mm (I5h
STREET GRADE
25 =: 25
(5"d•)
RING SEAT
W
a wm
IP I
N
W
mie
0
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r
0 W
N ... �
SECTION C -C
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROWLGIATED
MANHOLE PIPE TO PIPE ONE OR BOTH
STANDARD PLAN
METRIC
PUBLIC woRKs sTAI4onRos INC.,
GREENSOOK �
MAIN UNE ID'S 825rrn 33" OR SMALLER
321-1
1902
REV. ,988
SHEET 1 OF 1
SHEET 1 OF 3
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
NOTES
I. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS
THAN 867 mm (2'-10 1/2") FOR PAVED STREETS OR 1060 mm (3'-6') FOR
UNPAVED STREETS. CONSTRUCT SHAFT PER SECTION C -C AND DETAIL "N".
DEPTH M MAY BE REDUCED TO AN ABSOLUTE LIMIT OF 150 mm (6") WHEN
LARGER VALUES OF M WOULD REDUCE H IN SECTION C -C TO 1060 mm (3'-6')
OR LESS.
2. H (IN SECTION A -A AND B -B) SHALL NOT BE LESS THAN 1.2 m (4'-0').
BUT MAY BE .INCREASED PROVIDED THAT THE VALUE OF M SHALL NOT
BE LESS THAN THE MINIMUM SPECIFIED AND THAT THE REDUCER SHALL
BE USED. FOR H (IN SECTION C -C) SEE NOTE 1.
3. L SHALL BE 1.2 m (4'-0•) UNLESS OTHERWISE SHOWN. L MAY BE IN-
CREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS. BUT ANY
CHANGE IN LOCATION OF THE SPUR MUST BE APPROVED BY THE ENGINEER.
4. T SHALL BE 200 mm (8") FOR VALUES OF H UP TO AND INCLUDING 2.4 m
(8'-0*) AND 250 mm (10") FOR VALUES OF H OVER 2.4 m (8' -O").
5. STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT
CENTER LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF
SHAFT AND REFER TO THE PROLONGED INVERT GRADE LINES. SEE NOTE 3.
6. REINFORCEMENT SHALL CONFORM TO ASTM A 615M, GRADE 300(ASTM A 615.
GRADE 40). AND SHALL TERMINATE 40 mm (1 1/2") CLEAR OF CONCRETE SUR-
FACES UNLESS OTHERWISE SHOWN.
7. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE.
8. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION
EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY
MAY BE PLACED AT SPRING LINE.
9. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE
A LEVEL SEAT BUT SHALL NOT BE LESS THAN 200 mm (8").
10. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE
SHOWN. STEPS SHALL BE UNIFORMLY SPACED 350 mm (14") TO 375 mm 05') OC.
THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (24") ABOVE THE LEDGE
AT THE SIDE OF THE MANHOLE.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METPoC
HET - 1
SHEET 2 OF 3
MANHOLE PIPE TO PIP E ONE OR BOTH MAIN LINE
ID'S 825mm 33' OR SMALLER
--
11. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE:
A. MAIN LINE = 825 mm (339) INSIDE DIAMETER OR LESS. (EXCEPTION -
IF THE MAIN LINE RCP DOWNSTREAM OF THE MANHOLE IS 900 mm (361
TO 1050 mm (426) INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS
825 mm (33") OR LESS.) STANDARD PLAN 320 OR STANDARD PLAN 322 IS
NOT APPLICABLE WHERE THE MAIN LINE CONDUIT IS LESS THAN 900 mm
(36') IN DIAMETER.
B. SEE SECTION A - A. THE MAXIMUM SIZE LATERAL THAT MAY BE
CONNECTED TO THIS MANHOLE IS SUCH THAT THE DISTANCE. FROM THE
OUTSIDE (TOP) OF THE LATERAL TO THE BOTTOM OF THE 200 mm (81
THICK TOP OF THE MANHOLE CHAMBER. MEASURED VERTICALLY FROM
THE END OF THE RCP. SHALL BE A MINMUM OF 150 mm (6").
C. IF THE SIZE OF THE LATERAL IS SUCH THAT THE ABOVE-SPECIFIED
MINIMUM DISTANCES CANNOT BE MAINTAINED. THEN ONE OF THE
FOLLOWING ALTERNATE SOLUTIONS MUST BE USED.
I. PROVIDE A SPECIAL STRUCTURE.
2. PROVIDE TWO STANDARD STRUCTURES. CONSISTING OF THIS
MANHOLE PLACED UPSTREAM OR DOWNSTREAM FROM THE APPLICABLE
JUNCTION STRUCTURE OR TRANSITION STRUCTURE.
12. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630
UNLESS OTHERWISE SHOWN. `
13. MANHOLE SHAFT SHALL CONFORM TO STANDARD KAN 324 UNLESS
OTHERWISE SHOWN.
14. WHERE A MANHOLE SHAFT - 900 mm (360) WITHOUT REDUCER IS
SPECIFIED REFER TO STANDARD PLAN 336.
15. WHERE A PRESSURE MANHOLE SHAFT -WITH ECCENTRIC REDUCER IS
SPECIFIED REFER TO STANDARD PLAN 328.
16. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (360) WITHOUT REDUCER
IS SPECIFIED REFER TO STANDARD PLAN 329.
17. 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.
THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN:
324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER
326 MANHOLE SHAFT - 900 mm (364 WITHOUT REDUCER
328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC
329 PRESSURE MANHOLE SHAFT - 914 -mm (36') WITHOUT REDUCER
630 610 mm (24") MANHOLE FRAME AND COVER
633 914 mm (361 MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
E LATERAL/
CONNECTOR PIPE
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
sTANo�nR� PLAN
321-1
MANHOLE PIPE TO PIPE JONE.011 BOTH- MAIN LINE
ID'S 825mm 33' OR SMALLER
SHEEr30F3
CROSSING PIPE WALL
(DIAMETER OF PIPE a DI)
OPTIONAL SIDE OF (SEE NOTE 3)
e > ' - ,a
BLANKET (TYP.) o•, x
CONCRETE BLANKET d
(CLASS 265CI4 +w 2
(450-C-2000) CONCRETE) I (TYP.)
Z • Do/2 FOR D 375 mm (151)
UNDISTURBED EARTH (TYP.) 150 awn
= 3Do/4 FORD 3 3T5 mm (t5.1
EXISTING PIPE (6-) MIN.
OUTSIDE OF PIPE BELL (TYP.)
CONCRETE BLANKET
(FOR EXISTING PIPES CROSSED OVER BY A NEW PIPE)
NOTES:
1. CONCRETE BLANKET IS REQUIRED WHEN THE CLEARANCE BETWEEN THE TOP OF THE EXISTING PIPE
AND THE BOTTOM OF THE CROSSING PIPE IS LESS THAN 450 mm (18 IN.).
2. Y = D/6 (150 mm (6 IN.) MIN.). WHERE THE CLEARANCE BETWEEN THE TOP OF THE EXISTING PIPE AND
THE BOTTOM OF THE CROSSING PIPE IS LESS THAN Y. THE CONCRETE SHALL BE PLACED BETWEEN THE
PIPES AND AROUND THE SIDES OF THE CROSSING PIPE UP TO A LEVEL EQUAL TO Y ABOVE THE EXIST-
ING PIPE. OR AS REQUIRED BY NOTE 3 BELOW. WHICHEVER IS HIGHER.
3. X = D/12. MINIMUM, TO PROVIDE BEDDING MATERIAL FOR THE CROSSING CONDUIT. WHEN X IS LESS
THAN THIS MINIMUM. THE ENTIRE TOP SURFACE OF THE BLANKET SHALL BE RAISED TO MAKE CONTACT .
WITH THE LOWER 900 OF THE CROSSING PIPE.
4. THE BLANKET SHALL EXTEND LONGITUDINALLY TO THE FIRST JOINT BEYOND THE TRENCH EXCAVATION
AT EACH END OF THE BLANKET. EXCEPT THAT THE BLANKET NEED NOT BE EXTENDED MORE THAN 1.2 m
(4 FT.) BEYOND THE TRENCH.
5. WHENEVER A PIPE BELL IS ENCOUNTERED WITHIN THE LIMITS OF THE BLANKET. ALL DIMENSIONS SHALL
REFER TO THE BELL.
INVERT SLAB OF ARCH OR BOX 150Mm ISOmm 50 mm (2-) THICK STYROFOAM OR
SECTION (CROSSING CONDUIT) OTHER APPROVED COMPRESSIBLE
(6•) ` (6-) MATERIAL
UNDISTURBED EARTH
NO MINIMUM
v
i
EXISTING PIPE
OUTSIDE OF PIPE BELL
./
COMPRESSIBLE BLANKET
(FOR EXISTING PIPES CROSSED OVER BY A NEW BOX OR ARCH)
NOTES:
1. COMPRESSIBLE BLANKET IS REQUIRED WHEN THE CLEARANCE BETWEEN THE TOP OF THE EXISTING
PIPE AND THE BOTTOM OF THE CROSSING CONDUIT (BOX OR ARCH) IS LESS THAN 450 -mm (is IN.).
2. THE BLANKET SHALL EXTEND LONGITUDINALLY FOR THE FULL CROSSING CONDUIT TRENCH WIDTH.
3. 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 SMALL BE METRIC -VALUES.
WITH THE EXCEPTION OF REINFORCING BAR SIZES FOR WHICH -ENGLISH (IMPERIAL) BAR SIZES
MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED
FOR CONSTRUCTION SHALL BE ENGLISH VALUES.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
��KS� � DSINC
GREENBOOK COMMITTEE
BLANKET PROTECTION FOR PIPES
STANDARD PLAN
METRIC
225 1
1984
13 > 600 mm 12411 OR ID > 112`MAI N LINE ID
331-2
REV. 1900
SHEET 1 OF 1
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
REV
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DIAL TWO WORKING
BEFORE �� DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGRMMD SERVICE ALERT )
E MAIN LINE RCP OR
REINFORCED MONOLITHIC
ARCH. SEE NOTE 2
80 M (3•)
REINFORCING STEEL I
+
80 mm (3•) MIN.
SPRING
/ESS I \
. \
ELEV. S
UNDISTURBED
EARTH H + H
SECTION Z -Z
E m STA. POINT
4 6
CONNECTOR P
I 80 mm SEE NOTE 3
(30) MIN.
STA. POINT
LATERAL
SEE NOTE 3
PLAN
IOM O 450 mm
(•3 OR •4 O 180)
OC TIE BAR
G BARS 15M O 150 mm
t•4 O 6•) OC
1 N
o ' 130 on (5')
V
E BARS 15M (•S) L••••• n
O 80 mm (3'1 OC
f -
F BARS ISM 05)
\ O 75 mm (3.1 OC
`CONCRETE CRADLE.
265-C-14 (430-C-2000).
SEE NOTE 9
G BARS
15M O 150 mm
(M O 69 OC
IOM O 450 mm
03 OR •4 O 189
OC TIE
BARS
E ANO F BARS
15MO75mm
(
•S O 3-) OC.
SEE NOTE 8
JAM-1171\stormN
SECTION M -M
BARS
BARS
AMERICAN PUBLIC WORKS ASSOCIATION -- SOUTHERN CALIFORNIACHAPTER
PROMULGAlIDBYTHE
JUNCTION S R�RE - PIPE TO INLET 1
STA �'CPLAN
P' STANDARDS
13 > 600 mm 12411 OR ID > 112`MAI N LINE ID
331-2
HE No. LINE OF SEC. 30. T.1 N..R.5W..
S.B.M. PER R.S. 58/5, WAS USED AS
ON THE EAST SIDE OF CITRUS AVE.
REV. 1996
SHEET i OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
RL
1 Y a ,,
F. .'� �r tf x a}'lf. wl���d(,IFr' �• ttE
OR
HAVE 1 �I��n} '�S� EDiNTOTH,Ef �tyo4.`NTSAS
A RESULT`-
mmm100101111
REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE 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
+► oS'S l �(
STANDARDS IN EFFECT.
NOTES
I. THIS JUNCTION STRUCTURE SHALL BE USED WHEN THE OUTSIDE DIAMETER
OF THE LATERAL IS GREATER THAN 1/2 THE INSIDE DIAMETER D OF THE
MAIN LINE: OR WHEN THE INSIDE DIAMETER B OF THE LATERAL IS GREATER
THAN 600 mm (24"). B SHALL NOT EXCEED .75 D OR 975 mm (39').
2. IF THE MAIN LINE IS A REINFORCED MONOLITHIC ARCH STORM DRAIN.
D SHALL REFER TO THE CLEAR SPAN OF THE ARCH. REINFORCING STEEL
SHALL BE CUT AND BENT INTO THE JUNCTION STRUCTURE IN THE SAME
MANNER AS FOR A PIPE. A CONCRETE CRADLE IS NOT REQUIRED FOR A
REINFORCED MONOLITHIC ARCH.
3. STATIONS SHOWN ON THE PROJECT DRAWINGS FOR LATERALS APPLY AT THE
INTERSECTION OF CENTER LINES OF MAIN LINE AND LATERAL. STATIONS
SHOWN ON THE PROJECT DRAWINGS FOR CATCH BASIN CONNECTOR PIPES
APPLY AT THE INTERSECTION OF THE INSIDE WALL OF THE MAIN LINE WITH
THE CONNECTOR PIPE CENTER LINE.
4. VALUES .FOR A. B. C AND D SHALL BE SHOWN ON THE PROJECT DRAWINGS.
ELEVATION R AND ELEVATIONS SHALL BE SHOWN ONLY WHEN REQUIRED PER
NOTE 5.
5. a. ELEVATIONS R AND S NEED NOT BE SHOWN ON THE PROJECT DRAWINGS
IF THE INLET PIPE IS TO ENTER THE MAIN LINE RADIALLY.
b. ELEVATION R SHALL BE SHOWN ON THE PROJECT DRAWINGS ONLY IF A
STUB IS TO BE PROVIDED IN THE -MAIN LINE FOR FUTURE CONNECTION
OF AN INLET PIPE.
c. ELEVATION S SHALL BE SHOWN ON THE PROJECT DRAWINGS IF AN INLET
PIPE IS TO ENTER THE MAIN LINE OTHER THAN RADIALLY. INLET PIPE
SHALL BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO THE
CATCH BASIN OR GRADE -BREAK IN LINE.
6. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY UNLESS OTHERWISE
INDICATED. THE INLET PIPE MAY ENTER THE MAIN LINE OTHER THAN
RADIALLY IF ANGLE A IS GREATER THAN 450. B IS LESS THAN OR EQUAL TO
600 mm (24") AND THE OUTSIDE DIAMETER OF THE INLET PIPE IS LESS THAN
.5 D: OTHERWISE. STANDARD PLAN 340 SHALL BE USED.
7. NO MORE THAN ONE OPENING SHALL BE MADE IN ANY ONE SECTION OF PIPE.
8. THE OPENING FOR THE BREAKOUT SHALL BE RECTANGULAR AND CUT NORMAL
TO THE PIPE SURFACE WITHOUT DAMAGING THE REINFORCING STEEL. THE
TRANSVERSE REINFORCEMENT OF THE MAIN LINE SHALL BE CUT AT THE
CENTER OF THE OPENING AND BENT INTO THE TOP AND BOTTOM SLABS OF
THE SPUR.
9. THE MAIN LINE SHALL BE REINFORCED WITH A. CONCRETE CRADLE AND
ENCASEMENT (AS APPLICABLE). A CONCRETE ENCASEMENT IS REQUIRED IF A
JOINT IN THE MAIN LINE FALLS WITHIN THE LIMITS OF THE CRADLE. THE
CONCRETE ENCASEMENT SHALL EXTEND 300 mm (12') ABOVE THE TOP OF THE
MAIN LINE AND TO THE LIMITS OF THE CRADLE.
.
IF CONNECTING TO AN EXISTING STORM DRAIN. PORTION OF CRADLE
OPPOSITE INLET MAY BE OMITTED.
10. REINFORCING STEEL SHALL CONFORM TO ASTM A 615M. GRADE 300. (ASTM A 615.
GRADE 40). AND BE PLACED 40 mm (1 1/20) CLEAR FROM CONCRETE SURFACES.
UNLESS OTHERWISE SHOWN F BARS SHALL BE CARRIED TO A POINT NOT LESS
THAN J DISTANCE FROM CENTER LINE WITH J=7D/12 + 150 mm (6").
11. FLOOR OF THE SPUR SHALL BE STEEL -TROWELED TO THE SPRING LINE OF
THE SPUR.
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 BARS 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
ST �� LAN
331-2
SHEET 2OF2
JUNCTION STRUCTURE -PIPE TO PIPE INLET
ID > 600 mm 24" OR > 1/2 MAIN LINE ID
BENCH MAFK-' No. 615
OF BEAFOM
RAILROAD SPIKE AT INTERSECTION
HE BEARING OF N8730'06"E ALONG
OF CITRUS AVE. AND LOS CECROR
AVE.. IN POWER POLE NO. 9011E
HE No. LINE OF SEC. 30. T.1 N..R.5W..
S.B.M. PER R.S. 58/5, WAS USED AS
ON THE EAST SIDE OF CITRUS AVE.
HEBASISOF BEARINGS FOR THIS SIERRA LAKES SPECIFIC PLAN
EL.EVATIM 1467.59
Prepared Under The Supervision Of : CITY U OI!- IrONTANA, l��i LI FORN IA
�
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� STORM DRAIN IMPROVEMENT PLANS
vSM
N o. 62183�N
ID7
�I q CRFCH ��qr, 917'`i0 �AYYN BY MJG TRACT No. 16Q95 SAS SHOWN
PHONE (9060 948-01
Exp: 9-30-05
DESIGNED BY STORM DRAIN DETAILS DAT'
MJ JULY, 2002
t
F�CALIF�
Date : CHECKED BY BY DRAWING NO.: 4
RC.E. Q2183 EXF'. 9- ` ��2S•e
MJG 3160
CITY ENGINEER R.C.E. 51152 , DATE 4
SD04.dwg, 07/22/2002 08:48:47 A