HomeMy WebLinkAbout3882-4A
sURF4C OPER JD/pE .
B
FOR SLOPINGTRENCH WALL f� FOR VERTICAL TRENCH WALL
300 mm
(12°) Min.
UNDISTURBED EARTH-/'
A200 m
SECTION B -B
C svRfi4cF of F
4hCpl E plp hORse��
Y O
1
ELEVATION
PIPE ANCHORS
B
SECTION A -A
TABLE A
PIPE
SLOPE(%)
Y+1(100)
L
DISTANCE
(MAX.)
DISTANCE
(MAX.)
100
3.65 m (12')
1.20 m (4.1
67
4.25 m (I41
2.40 m (81)
50
4.90 m 069
3.65 m 112'1
40
5.50 m (18')
5.50 m 0w)
33
6.00 m (20' 1
6.00'm (20' )
NOTES:
I. ANCHORS SHALL BE CLASS 265C14 (450-C-2000) CONCRETE.
2. FOR CLAY PIPE, ANCHORS SHALL NOT BE PLACED WITHIN 150 mm (6 INCHES) OF THE PIPE JOINT.
3. TRENCH SHALL BE BACKFILL PER NOTE 4 ON SHEET 2.
4. SPACING OF ANCHORS FOR PIPE SLOPES BETWEEN VALUES SHOWN IN TABLE 'A• MAY BE PROPORTIONED.
5. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES.
IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL 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.
ANCHORS
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE
PIPE ANCHORS
STANDARD PLAN
PUBLIC WORKS STANDARDS INC,
100 mm (49
METRIC
GREENBO COMMITTEE
AND BACKFILL STABILIZERS
221-1
1984
18
150 mm (61
750 mm (301)
REV. 1996
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
15M 0 300 mm (94 O 1
L/2 (TYP.)--�
NEW OR o ,
EXIST. PIPE
FLOW �p e 0 ` ew
I o• FJt STD-
+
"tow
15M O 300 mm
(•4 O 121 -
3-15M (•41 CIRCULAR TIES.
SEE NOTE 9
150 mm
6') MIN
CUT
NO. 2 CUT NO. I
LINE q
_ _ _a_ 0
-� 0
goo CUT
NO. 2
LINE
150 mm CUT NC
3.14 (DD .,
DETAIL *A" (SEE NOTE 10)
SONO -TUBE. OR EOUAL. INTERIOR FORM
CUT NO. 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 NO. 2t 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.
330-C-23 (560-C-3250) CONCRETE
25 mm (I') (TYP.)
D
L
T
300 mm 029
300 mm (121
100 mm (49
450 mm (181
300 mm (121
125 mm (51
600 mm (241)
300 mm (12')
150 mm (61
750 mm (301)
450 mm (18')
175 mm (71
900 mm (361 450 mm (18')
225 mm (99
1050 mm (421)
450 mm 089
225 mm (91
1200 mm (481
450 mm (18') 250 mm 001
1425 mm (571) 450 mm (I81 250 mm 009
1500 mm (60'525
mm (211
275 mm (IP)
1650 mm (66'
525 mm (211)
275 mm (11')
1800 mm (72') 600 mm (24. 300 mm 021
F+
F,0
osF9c�,�
INTERIOR SURFACE
OF PIPE
DETAIL "B"
TYPICAL JOINT FOR
REINFORCED CONCRETE PIPE
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE
CONCRETE COLLAR FOR RCP
STANMDETRC�N
PUBLIC WORKS STANDARDS INC.,
GREENBOOKCOMMITTEE
300 mm 12" THROUGH 1800 mm 72"
380 - 2
1992
REV. 1996
2 1/2:1
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
TOLL FREE -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
E E
FOR SLOPING TRENCH WALL FOR VERTICAL FOR SLOPING TRENCH WALL � FOR VERTICAL
TREACH WALL. TRENCH WALL
--
E
\
Min.
h�Y
ILL
50 mm 3�00�mmm-
00 rt
Irl
(6°I (12') Min.I
02.1 M
2.75 m (91)
2°1
3.65 m (129
2 1/2:1
4.9 m (161)
2 REDWOOD
6.0 m (20•)
3
825
BOARDS \
1425
mm (57')
00 mm x 100 mm \ Y*150
mm d6'
mm (60') TO
x 4•) REDWOOD POST
mm (72")
5
0;
OR S! mm (21) GALV. PIP__
s
, ANY STANDARD
TRENCH WALL-'
(3') OC CONTINUE
150 l6°1 OC
I�
EMBED IN ANCHOR OR \ \PIPE
I 1
(RINGS AND COVER NOT SHOWN)
a
PRE -EMBEDDED SLEEVE
DRAWN BY: AMN
SEE NOTE 2
CONCR
SECTION C -C
TABLE B
GROUND SLOPE
X! I
TABLE 8
Y(MAX.)
Irl
1.5 m (51)
1 1/211
2.75 m (91)
2°1
3.65 m (129
2 1/2:1
4.9 m (161)
3.*1
6.0 m (20•)
ELEVATION
BACKFILL STABILIZERS
NOTES:
I. REDWOOD BOARDS SHALL BE 50 mm x 300 mm (2 IN. x 12 IN.) WHERE DEPTH OF COVER
OVER PIPE PERMITS, OTHERWISE USE 50 mm x 250 mm (2 IN. x 10 IN.)
2. REDWOOD BOARDS SHALL BE PLACED ON THE HIGH GROUND SIDE OF THE POSTS.
3. EACH REDWOOD BOARD SHALL BE FASTENED BY USING 2-16d NAILS TO EACH
REDWOOD POST OR A 10 mm (3/8 IN.) BOLT AND NUT WITH WASHERS TO EACH
GALVANIZED PIPE. ALL HARDWARE SHALL BE GALVANIZED.
4. TRENCH BACKFILL SHALL BE CONSOLIDATED BY MECHANICAL COMPACTION. IN LIEU
OF MECHANICALLY COMPACTION, SOIL CEMENT MAY BE USED. HOWEVER, THE TOP
300 mm (12 IN.) OF BACKFILL SHALL BE NATIVE SOIL. MECHANICALLY COMPACTED.
5. SPACING OF STABILIZERS FOR GROUND SLOPES BETWEEN VALUES SHOWN IN TABLE
•B' MAY BE PROPORTIONED.
6. THE CONTRACTOR MAY, AT HIS OPTION. SUBSTITUTE DOUGLAS FIR FOR THE REDWOOD
PROVIDED IT HAS BEEN TREATED WITH PRESERVATIVES.
STABILIZERS
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
221 - 1
SHEET 2 OF 2
PIPE ANCHORS
AND BACKFILL STABILIZERS
NOTES
I. A CONCRETE COLLAR IS REQUIRED WHERE THE CHANGE IN GRADE
EXCEEDS 10 PERCENT.
2. FOR CURVE JOINTS (SEE DETAIL B. SHEET 1)
IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE
THAT IS GREATER THAN 25 mm (I'). BUT IS LESS THAN 75 mm((3')
A CONCRETE COVER IS REQUIRED 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 75 mm (31, BUT LESS THAN
150 mm (6'), A CONCRETE COLLAR IS REQUIRED. IF THE CLEAR
SPACE IS 150 mm (6') 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=D1 OR D2, WHICHEVER IS GREATER.
B. WHEN Di IS EQUAL TO OR LESS THAN Q2. JOIN INVERTS AND
WHEN Di IS GREATER THAN D2. JOIN SOFFITS.
5. FOR PIPE LARGER THAN 1800 mm (72") 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 IS
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
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 (6') O.C.
10. WHERE THE PIPE IS 525 mm (21•) OR LESS IN DIAMETER AN INTERIOR
FORM OF UNSEALED SONO -TUBE OR EQUAL SHALL BE USED TO
PROVIDE A SMOOTH INTERIOR JOINT. THE PAPER FORM MAY BE
LEFT IN PLACE (SEE DETAIL A). WHEN THE PIPE IS 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
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.
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
PIPE DIAMETER
CONCRETE COLLAR FOR RCP
' 300 mm 12" THROUGH 1800 mm 72"
N0. OF
CIRCULAR TIES
CITY
525 mm (21')
OR LESS
3
600
mm (24") TO
750
mm i30")
3
825
mm (33`) TO
1425
mm (57')
4
1500
mm (60') TO
1804
mm (72")
5
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
380-2
SHEET 20F2
CONCRETE COLLAR FOR RCP
' 300 mm 12" THROUGH 1800 mm 72"
REV.
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
ADDITIONAL BARS -
T
CONCRETE
150 mm (6") OC TO INSIDE
1992
r
EDGE OF MANHOLE
O B C
tC
STATION N -
t
T t SPUR
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
125 mm x 50 mm (5'x
150 mm (6')
L_ 4-15M(•4) H
2°) PIPE SEAT
BARS 900 mm
3-D BARS, 7mm I
, ANY STANDARD
(3•-0•) LONG
(3') OC CONTINUE
150 l6°1 OC
PIPE JOINT
u u
DETAIL N
mm
*
4-20M("6) E BARSPI
(RINGS AND COVER NOT SHOWN)
a
DRAWN BY: AMN
SEE NOTE 2
SEE NOTE 3
�.
17801 CARTWRIGHT ROAD
IOM O 450 mm (•3
IRVINE CA 92614
OR +4 O 18") OC I i
�® 0G
RECORD DR,: N/'l^l(;
TIE BARS
v0�\, 4
DESIGNED BY:
AS B BARS �I
3 -15W04) J BARS, A
1.4 m (4'-8') LONG,
ROUND TO 75 mm (3') R
1.2 m OPTIONAL
75 mm (3') OC CONTINUE F Di F
OPTIONAL FILLET
(4'- OUTSIDE
EDGE OF
ADDITIONAL BARS -
T
CONCRETE
150 mm (6") OC TO INSIDE
1992
r
EDGE OF MANHOLE
O B C
tC
STATION N -
t
T t SPUR
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
125 mm x 50 mm (5'x
150 mm (6')
L_ 4-15M(•4) H
2°) PIPE SEAT
BARS 900 mm
3-D BARS, 7mm I
, ANY STANDARD
(3•-0•) LONG
(3') OC CONTINUE
150 l6°1 OC
PIPE JOINT
u u
DETAIL N
mm
*
4-20M("6) E BARSPI
(RINGS AND COVER NOT SHOWN)
a
DRAWN BY: AMN
SEE NOTE 2
SEE NOTE 3
�.
17801 CARTWRIGHT ROAD
IOM O 450 mm (•3
IRVINE CA 92614
OR +4 O 18") OC I i
�® 0G
TIE BARS
v0�\, 4
DESIGNED BY:
AS B BARS �I
N t I M
STREET
.2 I D
PETALS
STATION
OF SPUR 3
GRADE
E
WITH A MAX.
MANHOLE FRAME
it
OF 1050 11an
AND COVER PER
F 0�--
t3'-6'1
PLAN 630
F
MANHOLE
WSTD.
PLAN
SHAFT
a
X
PER STD. \
21- D BARS
(SHAFT NOT SHOWN)
PLAN 324
___
W TIE BARS
STEPS
W F BARS
&s I
TIE 8ARSin7
F BARS
125 mm x 50 mm
TIE
(5'x2')
-
BARS-_0PIPE
SEAT i
A BARS I 125 mn
ELEV. S s xxn (s•
ELEV. R (5') CO
8 BARS
-r -r-r15M
O 450 mm (•4 O 181)
OC BOTH WAYS. TO BE
SECTION G -G
15M O 450 mm (04 O 18') OC USED WHEN B IS 1500 mm
BOTH WAYS. TO BE USED
(601 OR MORE
WHEN D2 IS 1500 mm (60')
OR MORE
SECTION
N -M -P -O
CONCRETE RINGS PER
OMIT THIS STEP IN
STD. PLAN 324
PAVED STREETS
125 mm
H BAR
(51) STREET GRADE
W 125 mm x 25
mm (5' x I°)
150 mm (6•)
n`, Im RING SEAT
Vl x
400 mm (16") FOR PAVED
150 mm (6')
STREETS, 650 mm (2'-2'
H BAR
FOR UNPAVED STREETS
o
I50 mm (6')-
o -
_ b VARIABLE
TIE BARS
E BARS
150 mm t6')
c TIE BARS
F F J BARS
ROUND EDGES TO
75 mm (3')
R
SECTION C -C
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
PROMULGATED BY
MANHOLE PIPE TO PIPE
STANDARD PLAN
N -M -P -O
C -C 282 mm (111) 217 mm (8 1/2'I
PUBLIC WORKS STANDARDS INC,
GREENS°19 COMMITTEE
LARGE SIDE
3 METRIC 1
22
z
It
1992
INLET
VAN DELL AND ASSOCIATES, AVC.
REV. 1996
SHEET 1 OF 4
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
NOTES
1. VALUES FOR A. B, C. DI. D2, ELEVATION R AND ELEVATIONS 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 DI IS 1200 mm (48') 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 DI IS 1200 mm(48") OR LESS, IN WHICH
CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45' WITH
CENTER LINE.
4. LENGTH OF MANHOLE MAY BE INCREASED AT OPTION TO MEET PIPE ENDS.
BUT ANY CHANGE IN LOCATION OF SPUR MUST BE APPROVED BY THE
ENGINEER.
5. P SHALL BE 125 mm (5') FOR D2=2400 mm (96') OR LESS AND 200 mm (8')
FOR D2 OVER 2400 mm (96").
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.
B. 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. L
10. IF LATERALS ENTER ON BOTH SIDES OF MANHOLE, SHAFT SHALL BE
LOCATED ON SIDE RECEIVING THE SMALLER LATERAL.
11. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE
SHOWN, STEPS SHALL BE UNIFORMLY SPACED 350 mm 04') TO 375 mm 05') OC.
THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (24") 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 (36") INSIDE DIAMETER OR LARGER.
B. LATERAL = 300 mm (12') TO 3600 mm (144") INSIDE DIAMETER: HOWEVER,
THE INSIDE DIAMETER SHALL NOT EXCEED THE INSIDE DIAMETER OF
THE MAIN LINE.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
UNPAVED STREET
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
322-1
N -M -P -O
C -C 282 mm (111) 217 mm (8 1/2'I
SHEET 3 OF 4
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
STANDARDS IN EFFECT.
o QROFESS/ONS
Ofrno
No. 024725
*
Exp. 12/31 /05
�9� CIVIL
OF CPL\cam
(L SHAFT
125 mm x 50 mm (5' x2')
PIPE SEAT
D BARS--,
ROUND EDGES
TO 75 mm (3') R
LONGITUDINAL SECTION
TABLE OF VALUES FOR M (SEE NOTE 2
SECTION PAVED STREET
UNPAVED STREET
MAX. MIN.
MAX. I MIN.
N -M -P -O
C -C 282 mm (111) 217 mm (8 1/2'I
1060 mm (3'-6')
410 mm (I6•) 380 mm U5.1
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
322-1
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
SHEET 2 OF 4
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.
15. WHERE A MANHOLE SHAFT - 900 mm (36") 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..
18, 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 (36') 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 (36") MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
RECON DRAWING PREPXIRED
BY A4ADOL.E' AND ASS0C/.47_fiS
WFNDFLL. L , /W ?`-,SC/i2G/ qq E iw.
RC e- 36637 •� �y
mLUUl'--V DRAWING
THESE RF 1,l;s_: i e. r:, HAVE BEEN PRE:',,RED, IN
PART. ON _.j,. ' :: INFORMATION COMPi_ED AND
FURNI HLudf:a. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
"FSULT THEREOF.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN
METRIC
MANHOLE PIPE TO PIPE (LARGE SIDE INLET) 322-1
SHEET 4 OF 4
O
CL
N
-t
C6 t -
Co
Ln
66
LCA
O
O
N
Q0
3
O
I
U)
0
I
O
0
I
Do
to
/
(n
O
PLA" PREPARED BY:
CITY OF FONTANA, CALIFORNIA
z
It
VAN DELL AND ASSOCIATES, AVC.
0
CIVIL ENGINEERS
ONSITE STORM DRAIN IMPROVEMENT PLAN
SURVEYORS LAND
PLANNERS
DRAWN BY: AMN
TRACT NO. 17027
SCALE:
00
17801 CARTWRIGHT ROAD
IRVINE CA 92614
(949) 474-1400
SHOWN
0
DESIGNED BY:
DATES
uNOE TFE 3tJPERVi$ION OF'
EMR
PETALS
06-01-05
/
CHECKED BY'
0./49N3, DRG
APP i
-
DRAWING NO.:
DONALD R. CORDON R.C.E. 24725
DATE
CARDO SAN ,City Engr. R.C.E. 51152 DATE:
3ss2
� 4.
X