HomeMy WebLinkAbout3376-63 -15M(•4) J BARS.
1.4 m (4'-81 LONG.
75 mm (31 OC CONTINUE
ADDITIONAL BARS
150 mm (6') OC TO INSIDE
EDGE Of MANHOLE
STATION
125 mm x 50 mm (511
21 PIPE SEAT ---
3-0 BARS, 75 mm
150 OC (61) OcU�
(50 mm CO IN
4-20M(•6) E BARSPt,
SEE NOTE 3
IOM 0 4S0�AR
!•3OR •4 O1OCTIE BARA 8 8 B
R TATInM a
F BARS
TIE
44 ROUND TO 75 mm (31 R
F OPTIONAL FILLET
T •
/a Ct
E SPUR
150 mm (6-)
ANY STANDARD
` PIPE JOINT
Dz
PLAN
(SHAFT NOT SHOWN)
MIR 0
'OF SPUR 3
WITH A MAK
OF 1050 mm
MANl3'-6'I HOLE
SHAFT
PER STD.
PLAN 324
STEPS
u
125mmx501
(5'x2')
1.2 In OPTIONAL
4'-0') OUTSIDE
EDGE OF
** CONCRETE
1C
4-15)X *411 H
N
STREET
GRADE
MANHOLE FRAME
AND COVER PER
STD. PLAN 630
D BARS
TIE BARS
/TIE
TIE BARS
BARS
PROMULGATED BY
PIPE SEAT
F 1
F A BARS ' 125 mm
LARGE
322-1
io
ELEV. S
u .+ (5'
ELEV. R
SHEET 1 OF
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
LATERAL 2
LATERAL 3
LATERAL 4
B BARS
A
55'17'19"
25'09'26
45'00'00
38'27'40'
15M O 450 mm (04 O 181)
8
Lj tj
OC BOTH WAYS. TO BE
SECTION G -G
15M 0 450 mlm(64 0 I8') OC
USED WHEN B IS 1500 m»
c
BOTH WAYS. TO BE USED
(60') OR MORE
5'
WHEN D2 13 1500 mm (60")
5'
D1
OR MORE
24'
24"
SECTION
N -M -P -O
D2
CONCRETE RINGS PER
30'
OMIT THIS STEP IN
STD. PLAN 324
24"
PAVED STREETS
123 mm
45.50
H BAR
I5'1 STREET GRADE
50.00
ELEV. S
125 mmx25mm(5'xl•)
45.00
150 mm (61)
- W RING SEAT
�i
49.80
400 mm (161 FOR PAVED
150 mm (61
STREETS. 650 mm (2'-2'
H BAA
FOR UNPAVED STREET
5•
150 mm (61
`
t�-� S VARIABLE
TIE BARS
E BARS
0 mm (6')/-
TIE BARS
mF F J BARS
f ROUND
75)
mm (3 ER
TO
SECTION C -C
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY
MANHOLE PIPE TO PIPE
STANDARD PLAN
METRIC
PUBttC WORKS STANCAROW OS INC.,
W
GREEN80 COMMITTEE1887
LARGE
322-1
io
SIDE INLET
REY. less
SHEET 1 OF
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
PREPARED BY
FIRM: raab engineering, Inc.
ADDRESS: 310 S. MAPLE ST., STE. D
DNA, CA 92880
TELEPHONE: (09) 2f2-)7072 FAX: ( 909) 272-0166
29616
SIGNATURE RCE DATE
0, f E S SJpA,
j L . '?4 e
4
44 P
W NO. 29616
4 Exp. 3/31/07 4
F OF CA1 SFO
t SHAFT
125 mm 1 50 mm (5' x21
PIPE SEAT
14 i -D BARSi
0 BARS -
ROUND EDGES
TO 75 mm (31) R
LONGITUDINAL SECTION
TABLE F BAR SIZES
on S A B D 0 F
S00 mm I -973 mrn 39') I5 O 75 m •3 0 3' 15M 0 15 mm r4 O 6'I
1050 mm (42' -2100 mm 841 20N 0 3 mm •6 O •) i5N O 150 mm •5 0 6'1
2250 mra (90'1 - mm 4' rn r7 20 O 50 mm r6 O 6'
TABLE OP VALUES FOR m IS NOT 2
SECTION PAYED STREET UNPAVED STREET
MAK MIN. MAK MIN.
-m-E-01 86 mm (2'- /2' 106 mm (3'-6'
C -C 82 mrn 11' 217 (8 (/ 410 mm i6' 38 mm (15'1
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
STANDARD PUN
METRIC
322-1
MANHOLE PIPE TO PIPE
METRIC
��23or7
SHEET 2OF4
VALUES PER STD.
PLAN 322-1
JUNCTION AT
PLUMROSE ST.
JUNCTION AT
ANDREA ST.
SHEET 1 OF 3
LATERAL 1
LATERAL 2
LATERAL 3
LATERAL 4
LATERAL 5
A
55'17'19"
25'09'26
45'00'00
38'27'40'
45'00'00°
8
36"
24'
24"
24'
4"C
241-
c
3.5'
8'
5'
5'
5'
D1
24'
24'
24"
-
-
D2
36'
30'
30"
24'
24"
ELEV. R
45.26
45.50
45.50
50.00
50.00
ELEV. S
45.16 1
45.00
45.00
49.80
49.80
PREPARED BY
FIRM: raab engineering, Inc.
ADDRESS: 310 S. MAPLE ST., STE. D
DNA, CA 92880
TELEPHONE: (09) 2f2-)7072 FAX: ( 909) 272-0166
29616
SIGNATURE RCE DATE
0, f E S SJpA,
j L . '?4 e
4
44 P
W NO. 29616
4 Exp. 3/31/07 4
F OF CA1 SFO
t SHAFT
125 mm 1 50 mm (5' x21
PIPE SEAT
14 i -D BARSi
0 BARS -
ROUND EDGES
TO 75 mm (31) R
LONGITUDINAL SECTION
TABLE F BAR SIZES
on S A B D 0 F
S00 mm I -973 mrn 39') I5 O 75 m •3 0 3' 15M 0 15 mm r4 O 6'I
1050 mm (42' -2100 mm 841 20N 0 3 mm •6 O •) i5N O 150 mm •5 0 6'1
2250 mra (90'1 - mm 4' rn r7 20 O 50 mm r6 O 6'
TABLE OP VALUES FOR m IS NOT 2
SECTION PAYED STREET UNPAVED STREET
MAK MIN. MAK MIN.
-m-E-01 86 mm (2'- /2' 106 mm (3'-6'
C -C 82 mrn 11' 217 (8 (/ 410 mm i6' 38 mm (15'1
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
STANDARD PUN
METRIC
322-1
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
METRIC
��23or7
SHEET 2OF4
EXISTING RCP G MAIN LINE
STORM GRAIN EXISTING RC BOX
STORM DRAIN
n V
\ CLASS C MORTAR
py LA 31e45'
160 T. (4' J 1
P LAN
!O I E
O CHIP PIPTO SURFACE OF
CONCmrq 4•) CONCRETE AND ROUND EDGES
PIPE*_
-
CONC
PIPE
UNDISTURBED
EARTH n SUPPORT PIPE ACROSS OD
TRENCH WITH 265 K -C-14 Mpo
(450-C-2000) CONCRETE
BACKFILL. SEE NOTE 3 MINIMUM
MBEARING
SURFAI .
SECTION B - B SECTION C - C
CASE I
PLAIN _CONCRETE PIPE
D is 600 mm (24') MAX.
100 mm (4') MIN.
VARIES TO SUIT
CONDITIONS $ i
CLASS C MORTAR
i
Eo X
200 mm (B') MAX.
PLAN CASE 2 SECTION
SADDLE CONNECTION
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
PROMULGATEp BY THE PIPE CONNECTIONS TO � M°E R; PLAN
WORKS STANDARDS INC- EXISTING STORM DRAINS 335-1
GREENSOOK COMMITTEE
REV' tem USE WITH STANDARD SPECIFICATIONS FOR PUBLIC
TOLL
FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
NOTES
I. VALUES FOR A. B. C. DI, D2. ELEVATION R AND ELEVATION S ARE
SHOWN ON THE PROJECT DRAWINGS. ELEVATION S APPLIES AT INSIDE
WALL OF STRUCTURE.
2. 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 MONOLITHIC SHAFT PER SECTION C -C AND
DETAIL 'N'. SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED
PER SECTION C -C. WHEN DIAMETER D( IS 1200 mm (489 OR LESS. CENTER
OF SHAFT MAY BE LOCATED PER NOTE 3.
3. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF
STORM DRAIN WHEN DIAMETER D) IS 1200 mm089 OR LESS, IN WHICH
CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45' WITH
CENTER LINE.
4. LENGTH OF MANHOLE MAY BE INCREASEDAT OPTION TO MEET PIPE ENDS.
BUT -ANY CHANGE IN LOCATION OF SPUR MUST BE APPROVED BY THE
ENGINEER.
5. P SHALL BE 125 mm (51 FOR 02=2400 mm (96') OR LESS AND 200 mm (81)
FOR D2 OVER 2400 mm (961).
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 THE TABULAR VALUES OF
F SHOWN ON TABLE. SH. I.
10. IF LATERALS ENTER ON BOTH SIDES OF MANHOLE, SHAFT SHALL BE
LOCATED ON SIDE RECEIVING THE SMALLER LATERAL.
II. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE
SHOWN. STEPS SHALL BE UNIFORMLY SPACED 350 mm (149 TO 375 mm (159 OC.
THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (241) ABOVE THE INVERT.
12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE:
A. THIS STANDARD PLAN IS USED WHEN STANDARD PLAN 320 IS INADE-
QUATE. MAIN LINE = 900 mm (361 INSIDE DIAMETER OR LARGER.
B. LATERAL = 300 mm 021 TO 3600 mm (144') INSIDE DIAMETERS HOWEVER,
THE INSIDE DIAMETER SHALL NOT EXCEED THE INSIDE DIAMETER OF
THE MAIN LINE.
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
4: MAIN LINE EXISTING RC BOX STORM DRAIN
EXISTING RCP STORM LA 3 450 a `�
DRAIN
Z
•
�1 1
0 ,,O
100 CLASS C MORTAR
E
0
-
PLAN
CSP OR RCP
RCA '
f
RCP 'r6:;:...
}�
CSP OR RCP _
UNDISTURBED EARTH CORRUGATED STEEL
SUPPORT PIPE BAND CONNECTOR
1 (CS BAND CONNECTOR
ACROSS TRENCH NOT NEEDED FOR RCP)
WITH 265 Ko MPo
' CONCRETE BACKFILL 1 -
SEE NOTE' 3 ( BURN OR CUT PIPE TO -
SURFACE OF CONCRETE
AND ROUND EDGES OF RCP
SECTION E - E
OPTIONAL
RECTANGULAR COLLAR
O�
DIA. OF C S P MIN. GAGE
375 mm (151) - 525 mm (20 16
OD MINIMUM BEARING 600 mm (24') I4
SURFACE 00/2
SECTION F - F
CASE 3
RCP OR CSP
D = 600 mm (241
STANDARD PIAN
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
METRIC
��23or7
STORM DRAINS
SHEET 2 OF 3
SHEET 1 OF 3
WORKS CONSTRUCTION
TOLL
FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
NOTES
I. VALUES FOR A. B. C. DI, D2. ELEVATION R AND ELEVATION S ARE
SHOWN ON THE PROJECT DRAWINGS. ELEVATION S APPLIES AT INSIDE
WALL OF STRUCTURE.
2. 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 MONOLITHIC SHAFT PER SECTION C -C AND
DETAIL 'N'. SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED
PER SECTION C -C. WHEN DIAMETER D( IS 1200 mm (489 OR LESS. CENTER
OF SHAFT MAY BE LOCATED PER NOTE 3.
3. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF
STORM DRAIN WHEN DIAMETER D) IS 1200 mm089 OR LESS, IN WHICH
CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45' WITH
CENTER LINE.
4. LENGTH OF MANHOLE MAY BE INCREASEDAT OPTION TO MEET PIPE ENDS.
BUT -ANY CHANGE IN LOCATION OF SPUR MUST BE APPROVED BY THE
ENGINEER.
5. P SHALL BE 125 mm (51 FOR 02=2400 mm (96') OR LESS AND 200 mm (81)
FOR D2 OVER 2400 mm (961).
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 THE TABULAR VALUES OF
F SHOWN ON TABLE. SH. I.
10. IF LATERALS ENTER ON BOTH SIDES OF MANHOLE, SHAFT SHALL BE
LOCATED ON SIDE RECEIVING THE SMALLER LATERAL.
II. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE
SHOWN. STEPS SHALL BE UNIFORMLY SPACED 350 mm (149 TO 375 mm (159 OC.
THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (241) ABOVE THE INVERT.
12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE:
A. THIS STANDARD PLAN IS USED WHEN STANDARD PLAN 320 IS INADE-
QUATE. MAIN LINE = 900 mm (361 INSIDE DIAMETER OR LARGER.
B. LATERAL = 300 mm 021 TO 3600 mm (144') INSIDE DIAMETERS HOWEVER,
THE INSIDE DIAMETER SHALL NOT EXCEED THE INSIDE DIAMETER OF
THE MAIN LINE.
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
4: MAIN LINE EXISTING RC BOX STORM DRAIN
EXISTING RCP STORM LA 3 450 a `�
DRAIN
Z
•
�1 1
0 ,,O
100 CLASS C MORTAR
E
0
-
PLAN
CSP OR RCP
RCA '
f
RCP 'r6:;:...
}�
CSP OR RCP _
UNDISTURBED EARTH CORRUGATED STEEL
SUPPORT PIPE BAND CONNECTOR
1 (CS BAND CONNECTOR
ACROSS TRENCH NOT NEEDED FOR RCP)
WITH 265 Ko MPo
' CONCRETE BACKFILL 1 -
SEE NOTE' 3 ( BURN OR CUT PIPE TO -
SURFACE OF CONCRETE
AND ROUND EDGES OF RCP
SECTION E - E
OPTIONAL
RECTANGULAR COLLAR
O�
DIA. OF C S P MIN. GAGE
375 mm (151) - 525 mm (20 16
OD MINIMUM BEARING 600 mm (24') I4
SURFACE 00/2
SECTION F - F
CASE 3
RCP OR CSP
D = 600 mm (241
STANDARD PIAN
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
METRIC
��23or7
STORM DRAINS
SHEET 2 OF 3
) MAX.
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
PIPE CONNECTIONS TO EXISTING
METR10
335 - 1
STORM DRAINS
SHEET 2 OF 3
13. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630
UNLESS OTHERWISE SHOWN.
14. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS
OTHERWISE SHOWN.
IS. WHERE A MANHOLE SHAFT - 900 mm (361 WITHOUT REDUCER IS
SPECIFIED REFER TO STANDARD PLAN 326..
16. WHERE A PRESSURE MANHOLE SHAFT -WITH ECCENTRIC REDUCER IS
SPECIFIED REFER TO STANDARD PLAN 328.
17. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (361 WITHOUT IS
SPECIFIED REFER TO STANDARD PLAN 329,
I8. 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
8E ENGLISH UNITS.
THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN:
324 MANHOLE SHAFT -WITH ECCENTRIC REDUCER
326 MANHOLE SHAFT - 900 mm (361 WITHOUT REDUCER
328 PRESSURE MANHOLE SHAFT -WITH ECCENTRIC .
329 PRESSURE MANHOLE SHAFT - 914 mm f361 WITHOUT
REDUCER
630 610 mm (241 MANHOLE FRAME AND COVER •
633 914 mm (361 MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
METRIC
32�
OF 4
GENERAL NOTE
1. 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.
NOTES
CASE I AND CASE 3
1. OUTSIDE DIAMETER OF THE CONNECTOR PIPE SHALL NOT BE GREATER
THAN I/2 THE INSIDE DIAMETER OF THE RCP MAIN LINE. .
2. INSIDE DIAMETER D OF THE CONNECTOR PIPE SHALL NOT BE GREATER
THAN 600 mm (241).
3. THE MINIMUM OPENING INTO THE EXISTING STORM DRAIN SHALL BE THE
OUTSIDE DIAMETER OF THE CONNECTING PIPE PLUS 30 -mm (I'). ,
THE CONCRETE BACKFILL SUPPORTING THE CONNECTING PIPE MAY BE
OMITTED IF THE PIPE IS lAlO ON UNDISTURBED EARTH TO STORM DRAIN
WALL.
4.. ALL CSP AND FITTINGS SHALL BE GALVANIZED. BAND CONNECTORS MAY
BE 2 GAGES LIGHTER THAN THE PIPE, BUT WITH A MINIMUM GAGE OF 16.
THEY SHALL BE CONNECTED AT THE ENDS BY ANGLES HAYING MINIMUM
DIMENSIONS OF 50 mm x 50 mm x 5 -mm (2'x2'x3/16') AND 140 mm (5 I/21
BOLTS.
5. WHEN JOINING A RCP CONNECTOR PIPE TO A CSP CONNECTOR PIPE, THE '
INSIDE DIAMETER 0 OF.THE CSP SHALL BE AT LEAST EQUAL TO BUT
NOT MORE THAN 75 mm (31 GREATER THAN THAT.OF THE RCP.
6. CONNECTOR PIPES SHALL 8E NOT MORE THAN 1.5 m (51 ABOVE THE INVERT.
7. CONNECTOR PIPES SHALL ENTER MAIN LINE RCP RADIALLY.
8. WHEN CONNECTING TO A RCB, STANDARD PLAN 333 SHALL 8E USED IF
THE TOP OF THE CONNECTOR PIPE IS LESS THAN 300 mm (12') BELOW
THE SOFFIT OF THE RCS OR THE FLOW LINE OF THE PIPE IS LESS
THAN 330 mm (131 ABOVE THE FLOOR OF THE RCD AT THE INSIDE FACE.
CASE 2
9. SADDLE CONNECTIONS SHALL BE USED WHEN CONNECTING TO PIPES 525mm
(219 OR LESS IN DIAMETER WITHOUT THE USE OF JUNCTION STRUCTURES
OR PRECAST Y BRANCHES. '
10. TRIM OR CUT SADDLE TO. FIT SNUGLY OVER THE OUTSIDE OF THE MAIN
PIPE 50 ITS AXIS WILL BE ON THE LINE AND GRADE OF THE CONNECTING
PIPE.
!!. THE.OPENING INTO THE PIPE SHALL 8E CUT AND TRIMMED TO FIT THE
SADDLE SO THAT NO PART WILL PROJECT WITHIN THE BORE OF THE
SADDLE PIPE.
12. THE CONNECTOR PIPE SHALL BE SUPPORTED AS SHOWN IN CASE I AND
CASE 3.
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
PIPE CONNECTIONS TO EXISTING
STORM DRAINS
METRIC
335 -1
SHEET 9 OF 9
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of CITY OF FONTANA, CALIFORNIA
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, DRAWN BY: SCALE: ,
STORM DRAIN PLAN -TRACT 16250 ) =too'
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO DESIGNED 8Y: AI ND CIF AT10N3 SEPTEMBER 17, 2003
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
Date CHECKED BY: PPR 0 BY: DRAWING NO.: g
b 'd3 3376 /
STANDARDS IN EFFECT. CITY ENGINEER R.C.E. 51152 D TE: 6