HomeMy WebLinkAbout4099-23Iw
13M 0 300 mm (#4 0 12")
ACH WAY
5 mm (1/4") R --II
STEPS -
DOWEL (TYP)
PLAN
a
w
U
100 mm
(4") R
P
FACE PLATE
ASSEMBLY
STREET, GUTTER,
OR LOCAL DEPRESSION
SURFACE
YV
3: 2
SLOPE
J K
u ^75 mm
� (3") R
JE
E
E E +
N N w
1F U
4
t.
100 mm m
(4") MIN j
300 mm 75 mm
�(12") MAXI (3") R--:J�
-- - -� - -
OPTIONAL SUBGRADE CONNECTOR PIPE
OR MONOLITHIC
CATCH BASIN
B CONNECTION
SECTION A -A
200 mm 8'
#13M #4
CA '
C
DOWEL DETAIL
STRUCTURAL DATA
PROMULGATED BY THE
WALL AND SLAB DIMENSIONS AND
REINFORCEMENT REQUIREMENTS
MAX MAX
W V
It t
7 ----`--I
REQUIRED IN
I
40)MRm
II
I
END
WALL
IjFLOW
150 mm (6") 150 mm (6")
LINE
FACE
PLATE
1.0 m (3.5') 3.5 m (12') 200 mm(8") 200 mm (8")
DOWEL
2.0 m (7') 3.5 m (12') 200 mm (B") 200 mm (B")
4.0 m 04') 1.2 m (4') 150 mm (6") 150 mm (6")
(TYP)
SCORING
0
Z
a
C14
E
m
`
LINE
2.4 m (8') 200 mm (8") 200 mm (8")
CURB LINE
13M (/j4) I
#S
I
STEPS
ONE 2TRA
SIDOF
MANHOLE FRAMEt
I
w
400 mm (16") FORF
150)01R
AND COVER
�_
PAVED STREETS,
235 mm
CATCH
650 mm (2'-2") FOR
60
MANHOLEASIN FRAME Ey I
UNPAVED STREETS
w
AND COVER o N
I
i
zipp.
A
66
260 mm
STEPS -
DOWEL (TYP)
PLAN
a
w
U
100 mm
(4") R
P
FACE PLATE
ASSEMBLY
STREET, GUTTER,
OR LOCAL DEPRESSION
SURFACE
YV
3: 2
SLOPE
J K
u ^75 mm
� (3") R
JE
E
E E +
N N w
1F U
4
t.
100 mm m
(4") MIN j
300 mm 75 mm
�(12") MAXI (3") R--:J�
-- - -� - -
OPTIONAL SUBGRADE CONNECTOR PIPE
OR MONOLITHIC
CATCH BASIN
B CONNECTION
SECTION A -A
200 mm 8'
#13M #4
CA '
C
DOWEL DETAIL
STRUCTURAL DATA
PROMULGATED BY THE
WALL AND SLAB DIMENSIONS AND
REINFORCEMENT REQUIREMENTS
MAX MAX
W V
It t
REINFORCEMENT
REQUIRED IN
FRONT
WALL
REAR
WALL
I BOTTOM
SLAB
END
WALL
1.0 m (35) 2.4 m (8')
150 mm (6") 150 mm (6")
R
E
1
N
F
0
R
C
E
M
E
T
#4
12"
O.C.
R
E
Q
U
I
E
O
1.0 m (3.5') 3.5 m (12') 200 mm(8") 200 mm (8")
2.0 m (7) 1-8 m (6') 150 mm (6") 150 mm (6")
2.0 m (7') 3.5 m (12') 200 mm (B") 200 mm (B")
4.0 m 04') 1.2 m (4') 150 mm (6") 150 mm (6")
2.4 m (8') 150 mm (6") 200 mm (8")
Co m (14') 3.5 m (12') 200 mm (8") 250 mm (10")
0
Z
a
C14
E
m
1.2 m (4') 150 mm (6") 150 mm (6")
^ 1.8 m (6') 150 mm (6") 200 mm (8")
0°
2.4 m (8') 200 mm (8") 200 mm (8")
3.0 m (10') 200 mm (S") 250 mm (10")
3.5 m (12') 200 mm (8") 250 mm (10")
FOR W > 9 m (2B'). V > 3.5 m (12') OR B > 1.2
m (4') SEE PLANS
W
O
O
1
N
O
_0
_l
M
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
PROMULGATED BY THE
STEPS ti
STAN IDAP.D PLAN
METRIC
PUBLIC WORKS STANDARDS, INC.,
OR EENBO COMMITTEE
CURB OPENING CATCH BASIN
300-2
1994
19
ROUND EDGES
OMIT THIS,
REV. 1992, 1996
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
NOTES
1. 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 2.
2. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF
STORM DRAIN WHEN DIAMETER D IIS 1200 mm (48") OR LESS, IN WHICH CASE
PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45' WITH CENTERLINE
AND OMIT J BARS.
3. L AND P SHALL HAVE THE FOLLOWING VALUES UNLESS OTHERWISE SHOWN
ON THE PROJECT DRAWINGS:
A. D2=2400 mm (96") OR LESS, L=1.7 m (5'-6"), P=130 mm (5")
B. D2 OVER 2400 mm (96"), L=1,8 m (6'-0"), P=210 mm (8")
L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE
ENDS. WHEN L GREATER THAN THAT SHOWN ABOVE IS SPECIFIED, D BARS
SHALL BE CONTINUED 150 mm (6") OC.
4. STATIONS OF MANHOLES SHOWN ON PLANS APPLY AT CENTERLINE OF
SHAFT. ELEVATIONS ARE SHOWN AT CENTERLINE OF SHAFT AND
REFER TO THE PROLONGED INVERT GRADE LINES.
5. 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
SURFACES UNLESS OTHERWISE SHOWN.
6. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE.
7. 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.
8, THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A
LEVEL SEAT BUT SHALL NOT BE LESS THAN THE TABULAR VALUES FOR F
SHOWN ON SHEET 2.
9. D BARS SHALL BE #13M (#4) FOR D 2=975 mm (39") OR LESS, #16M (#5) FOR
D2= 1050 mm42") TO 2100 mm (84") INCLUSIVE AND #19M (#6) FOR
D2 = 2250 mm (90') OR OVER.
10. CENTERLINE OF INLET PIPE SHALL INTERSECT INSIDE FACE OF CONE AT
SPRING LINE UNLESS OTHERWISE SHOWN.
11. STEPS SHALL CONFORM TO SPPWC 635 OR 636. UNLESS OTHERWISE SHOWN,
STEPS SHALL BE UNIFORMLY SPACED 350 mm (14") TO 375 mm (15") 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. MAIN LINE = 900 mm (36") INSIDE DIAMETER OR LARGER. EXCEPT IF THE MAIN
LINE RCP DOWNSTREAM OF MANHOLE IS 900 mm (36") TO 1050 mm (42")
INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 825 mm (33") OR
LESS SPPWC 321 SHALL BE USED.
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
MANHOLE PIPE TO IPE
9
,INE ID 900 MM
METRIC
320-1
pBENCHMARK
CITY OF FONTANA B.M.
CHISELED BOX IN EASTERLY TOP OF CURB OF
TAMARIND AVENUE, 60 FEET SOUTH OF TAMARIND
COURT, 500 FEET SOUTH OF SLOVER AVENUE
D IALELEVATION = 1077.400'
TWO W❑RK I NG CITY OF FONTANA B.M. NO. 296
BEFORE DAYS BEF❑RE A BOAT NAIL SET IN SIDEWALK AT THE NW
YOU DIG
YOU DIG CORNER OF THE INTERSECTION OF SIERRA
TOLLFREE 1-800-227-2600 AVENUE & THE BRIDGE (N/O SLOVER AVENUE)
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ELEVATION = 1137.71 1967
NOTES:
1. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED -
SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK, THE TOP SLAB OF THE BASIN MAY BE
POURED EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY, USING THE SAME CLASS
OF CONCRETE AS IN THE BASIN. WHEN POURED MONOLITHICALLY, THE SIDEWALK SHALL BE
PROVIDED WITH A WEAKENED PLANE OR A 25 mm (1") DEEP SAWCUT CONTINUOUSLY AROUND
THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS, INCLUDING ACROSS THE FULL WIDTH
OF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE, GRADE,
COLOR, FINISH, AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE
BASIN.
2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS, AND SHALL NOT BE
SHAPED BY PLASTERING.
3. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL
AND LATERAL SLOPE OF 1:12 MINIMUM AND 1:3 MAXIMUM, EXCEPT WHERE THE GUTTER GRADE
EXCEEDS 8%, IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE
THE SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET.
4. DIMENSIONS:
B = 970 mm (3'-2")
V = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
THE CATCH BASIN AT THE OUTLET = 1.35 m (4.5').
VU= THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT
THE UPSTREAM END OF THE BASIN, AND SHALL BE DETERMINED BY THE REQUIREMENTS
OF NOTE 3, BUT SHALL NOT BE LESS THAN CURB FACE PLUS 300 mm (12").
VI = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
THE INLET, NOTED ON THE PLANS.
H = NOTED ON THE PLANS.
W = NOTED ON THE PLANS.
A = THE ANGLE, IN DEGREES, INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE
AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED.
5. PLACE CONNECTOR PIPES AS INDICATED ON THE PLANS. UNLESS OTHERWISE SPECIFIED,
THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN.
WHERE THE CONNECTOR PIPE IS SHOWN AT A CORNER, THE CENTERLINE OF THE PIPE SHALL
INTERSECT THE INSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT A
SKEW NECESSARY TO INSURE MINIMUM 80 mm (3") PIPE EMBEDMENT, ALL AROUND, WITHIN
THE CATCH BASIN WALL, AND 75 mm (3") RADIUS OF ROUNDING OF STRUCTURE CONCRETE,
ALL AROUND, ADJACENT TO PIPE ENDS. A MONOLITHIC CATCH BASIN CONNECTION SHALL BE
USED TO JOIN THE CONNECTOR PIPE TO THE CATCH BASIN WHENEVER ANGLE "A" IS LESS THAN
70' OR GREATER THAN 110', OR WHENEVER THE CONNECTOR PIPE IS LOCATED
IN A CORNER. THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE
IS PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID
CUTTING STANDARD LENGTHS OF PIPE,
6. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS,
THEY SHALL BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM END WALL. STEPS SHALL
BE SPACED 300 mm (12") APART. THE TOP STEP SHALL BE 175 mm (7') BELOW THE TOP OF THE
MANHOLE AND PROJECT 65 mm (2-1/2"). ALL OTHER STEPS SHALL PROJECT 130 mm (5").
7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m (7') ON CENTER (MAXIMUM) ALONG THE
BACKWALL.
8. THE FOLLOWING SPPWC ARE INCORPORATED HEREIN:
308 MONOLITHIC CATCH BASIN CONNECTION
309 CATCH BASIN REINFORCEMENT
310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR
312 CATCH BASIN MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
S::jTANDARD PLAN
STEPS ti
METRIC
CURB OPENING CATCH BASIN
�+
MAIN LINE ID=900 mm 36 OR LARGER
HE300-2
SET 2 OF 2
NOTES:
1. ALL EXPOSED EDGES SHALL BE ROUNDED TO A 15 mm (1/2") RADIUS.
2. THE CURB FACE AT POINTS A AND D SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB.
AT POINTS B AND C, THE CURB FACE 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 RECONSTRUCTION IS SPECIFIED ON THE PLANS,
THE ELEVATION OF THE OUTER EDGE OF THE LOCAL DEPRESSION SHALL MEET THE FINISHED
STREET SURFACE.
4. IN NEW STREETS OR IN EXISTING STREETS WHERE PAVEMENT RECONSTRUCTION IS SPECIFIED ON THE
PLANS:
THE ELEVATIONS OF POINTS F AND G SHALL BE SET H1 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 H2 HIGHER THAN THE ELEVATION AT THE NEAREST GUTTER
FLOW LINE.
WHERE THERE IS NO GUTTER ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF POINT E
SHALL BE SET H3 HIGHER THAN THE ELEVATION AT THE NEAREST TOE OF CURB,
5. DIMENSIONS:
H, H1, H2 AND H3 SHALL BE AS NOTED ON THE PLANS.
G = 600 mm (24")
K = 1500 mm (5-0")
L = 1800 mm (6'-0")
M = 1200 mm (4'-0")
N = 1500 mm (5-0")
WD = CATCH BASIN W FOR SINGLE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS FOR
MULTIPLE CATCH BASINS.
I
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
STANMDETRRIICPLAN
313-2
STEPS ti
LOCAL DEPRESSIONS AT CATCH BASINS
TIE BAR --�
�+
MAIN LINE ID=900 mm 36 OR LARGER
SHEET 4 OF 4
F DI F OPTIONAL OUTSIDE
x --EDGES TO BE EDGE OF CONCRETE
ROUNDED TO
D BARS I B a 75 mm (3") R
75 mm (3") OC - - - -
1OM(#3) TIE BAR P R=ID OF SPUR C�P12
jC
4-19M(#6 E BARS A
4-1 M( �3'-3") LONG, J
SEE NOTE 2 4-#13M (4) H
-10M(#3) TIE BAR BA S90 mm
D BARS = (3'-0") LONG
75 mm (3") OC, (4'-0")
SEE NOTE 9 I a l 3-#13M (#4) J BARS 1.4 m
(4'-8") LONG 75 mm (3") OC „ „
CONTINUOUS. ADDITIONAL DETAIL N
F D2 F BARS 150 mm (6") OC (RINGS AND COVER NOT SHOWN)
TO INSIDE EDGE
PLAN OF MANHOLE, SEE NOTE 2 (SEE NOTE 1)
(SHAFT NOT SHOWN)
MANHOLE FRAME
STREET AND COVER PER
GRADE SPPWC 630
610 mm (24")
Z
125 mm x 50 mm _1 PIPE SEAT LEVEL,
MANHOLE SHAFT 5"x2")In
PER SPPWC 324 ( a E Q SEE NOTE 8
PIPE SEAT M H E
900 mm (3'-0") E BARS L o �I
W E BARS K,
E ^ TIE BARS
W 8�
'
PROMULGATED BY THE
STEPS ti
PER SPPWC 324
TIE BAR --�
�+
MAIN LINE ID=900 mm 36 OR LARGER
125 mm (5") F F
J BARS
ROUND EDGES
OMIT THIS,
TO 75 mm (3") R
SPRING LINE
13M(#4) ®450 mm
INLET
(18") OC BOTH
ELEVATION
WAYS TO BE USED tL
APPLIES AT
WHEN D2 IS 1500 mm
THIS POINT
(60") OR OVE
48'
SECTION A -A
150 mm
75 mm
(3) R
a71111tI
0 BARS o
P 1700 mm1700 mm i P
W GRADE POINTS, \\
SEE NOTE 4
SECTION B -B
CONCRETE RINGS
'
PROMULGATED BY THE
STREET GRADE
mm x 25 mm (5"0")
PER SPPWC 324
E125
�+
MAIN LINE ID=900 mm 36 OR LARGER
�G®- 1
1: _
RING SEAT
OMIT THIS,
1
E H BARS
STEP IN
-
E
SEE TABLE
PAVED
-� yaivanized
- o
c
STREETS-
connection,
Nm VARIABLE
48'
125
150 mm
H BARS
51
6"
150 mm (6") �-
24
E BARS
w
400 mm (16") FORF
150)01R
#1 OM (#3 OR #4)
�_
PAVED STREETS,
235 mm
F TIE BARS
650 mm (2'-2") FOR
60
240 mm
UNPAVED STREETS
1575 mm
J BARS
ROUND
EDGES
TO 75 mm
L (3") R
SECTION C -C
L�
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
'
PROMULGATED BY THE
L .. a a.. - x I:
ww Q t�� {..t ( �1 t.,. {.I y r r -
M A r 1 1 LLs 1 11 IL.� 1 U I-' 7
STANDARD PLAN
PUBLIC WORKS STANDARDS INC.
TEE
GREENBOOK COMMITTEE
992
�+
MAIN LINE ID=900 mm 36 OR LARGER
�G®- 1
REV. 1996
5111-661,
SHEET 1 OF 4
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
.-b N i4
r--
I,, iSee +'-io'a 5)
/4
See Stif�;ener
equaliy SpCCDetail next page
Center of n0 ie
To betrcm
C.D. ofI p'.ota.
01/2
a
I cl II 'vaI
I
i
ly 01 , �• _�I
BOT -OM VIEW
TOP PLATE
See detail for
Locking Devices
1 ,-�Groding at lip.
shown on on p:ar..
D, RISLR
DIAMETER
C.S.P.
GAUGE
18"-27"
6
30"-39"
14
42,-, -z-$„
1-2
5111-661,
113
3
I" -II i
PAVED STREET
w .
-
I
P
-
_mf
i 12
-
-
eel I -
I l,
36''-30_-
- -
- ;2
!b.: ° ''.
I
=
I '•-Standcrd
190 mm
-
-� yaivanized
110.5°7)4
195 mm
connection,
band.
48'
205 mm
8"
1275 mm
51
215 mm
8 1/2-)
1350 mm
R.C.P.
230 mm
9"
1425 mm
57"
235 mm
9 1/4
1500mm
60
240 mm
slope to!
1575 mm
63"
255 mm
00"
1650 mm
66
260 mm
10 1/4")
1725 mm
69"
275 mm
10 3/4")
1800 mm
Dry -CCK
280 mm
11"
1950 mm
Conc. slcb '
300 mm
11 3/4")
D,
` o n" IHD'
PAVED STREET
F
900 mm
i 12
320.,_3].,
24°i z
36''-30_-
200: 18
42„-4G'
!b.: ° ''.
48" -JI
- �5
190 mm
7 1/2")
66"
110.5°7)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
RECORD DRAWING /4N8 CAVISTANDARDS IN EFFECT.
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
TABLE OF VALUES FOR F
D2
PAVED STREET
F
900 mm
36"
165 mm
6 1/2")
975 mm
39"
180 mm
7"
1050 mm
42"
190 mm
7 1/2")
1125 mm
45
195 mm
7 3/4")
1200 mm
48'
205 mm
8"
1275 mm
51
215 mm
8 1/2-)
1350 mm
54"
230 mm
9"
1425 mm
57"
235 mm
9 1/4
1500mm
60
240 mm
9 1/2")
1575 mm
63"
255 mm
00"
1650 mm
66
260 mm
10 1/4")
1725 mm
69"
275 mm
10 3/4")
1800 mm
72
280 mm
11"
1950 mm
78"
300 mm
11 3/4")
2100 mm
84"
320 mm
12 1/2")
2250 mm
90"
335 mm
13 1 4"
2400 mm
96"
355 mm
(14")
2550 mm
102"
395 mm
3. CLASS 11 AGGREGATE BASE ALL TRENCHES
2700 mm
108"
405 mm
16'
2850 mm (114")
3000 mm 120"
420 mm (16 1/2")
430mm 17"
3150 mm
126"
430 mm
17'
3300 mm
132"
445 mm
17 1/2")
3450 mm
138"
445 mm
17 1 2 "
3600 mm
144"
455 mm
18"
TABLE OF VALUES FOR M
SEE NOTE 1
PAVED STREET
UNPAVED STREET
SECTION MAX MIN
MAX MIN
A -A 867 mm 2'-10 1/2)l
"Ti
60
C -C 282 mm 11 217 mm 8 1 2"
-0,
410 mm 16" 15"
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
STANDARDMETRIC LAN
320-1
MANHULE PIPE TO VIPE
MAU LILIE ID 200. (N OR LARGEE-1
SHEET 2 OF 4
wI
LI
al
2'1, "x2/2 I "x/a" s Teflon
s, ---a
it , , Stt, bar (typ) .
of Ile "x112 "xl/4 Scarfand
u1 Angle -
%4 Spacer_
14__�
1/2 " Alien bolt
HOLD-DOWN
%4 "Steel PlaTe
DETAIL -PLATE STIFFENER Rlnq D.D.
145 • tTyPl'n- PlGces
T Ih
in n rMla steestd. Pipebcr or
mmConc. cotlor
l
�i'z2' 'M1de
C.S.P. ' ' R.C.P.
s . a• l
ALTERNATE JUNCTION d l
rmtchHOtop plcte�-�
NO T ES: BOTTOM VIEW
1. Riser pipe shall extend to "Elev. A". CAGE RETAINER RING
2. Elevation A. D1 , D2, LI , L. are shown on plans.
3. Ccrruga`ed steel pipe shall conform to AASHTO M-36.
4. Grate ossembly shall be galvanized after fabrication,
5. For D1 =54" and larger, weld IYz "xl%2 -xi/4 angles to plate wiTh I"
welcs at 6" O.C.
G. n=number of bars on grate assembly.
7. Gauge of pipe for diameter D2 shall be some as for riser,
3. Riser and stub shall be shop fabricated and golvonized a'?'er welding.
9. The following shall be stencilled using 2 inch high letters end block
pairt on the face of the curb adjacent to the inlet (either side)
and on 'he top of the inlet:
NO DUMPING
DRAINS TO OCEAN
C.M.P RISER DETAIL
OT TO SCALE
C•'a
QROFESS,
cS m
EXP. 6-30-07
* No. 50152
\�9 CIVIL ��\P
�
OFCA
PENCO ENGINEERING, INC.
Civil Engineering
Planning
Surveying
Construction Management
One Technology Pork, Building ✓-725, Irvine, California 92618
Telephone (949) 753 1 Fox (949) 753-0775
X41-07
ESTHER BAR - R.C. . 50152 Date
TOP OF STRUCTURAL
PAVEMFNT SUBGRADE
1:1 SLOPE OR FLATTER
OR ADEQUATE SHORING
4"
I�
0. D. 1. D.
- RCP
1-
SECTION A -A
r A
/LIFT
M
I
N
O.D.+12"
LA
FRONT VIEW
NOTES:
A BARS: #4 0 9" O.C.
cV
+
6
O
-CONCRETE SHALL BE CLASS "B"
-REINFORCING STEEL SHALL BE CENTERED IN
BULKHEAD WITH HORIZONTAL "A" BARS TOWARDS
OUTSIDE FACE OF BULKHEAD
-LIFTS SHALL BE WOVEN STEEL CABLE WITH THE
SAME MIN. DIAMETER (d) AS "A" BARS. WEAVE
CABLE THROUGH HORIZONTAL "A" BARS. COAT
EXPOSED PORTION OF CABLE LIFTS WITH AN
APPROVED BITUMINOUS PAINT PRIOR TO BACKFILLING
TRENCH
CONCRETE BULKHEAD DETAIL
NOT TO SCALE
_ N 3' MAX. SIZE
NATIVE SOIL
90% COMPACTED NATIVE Ft S` COMPACTED 95X
BACKFILL 6" MAX SIZE
6�' .�MIN. �
8' MAX. I
GRANULAR BEDDING FROM SELECTED Y
TRENCH SIDE MATERIAL (1* MAX SIZE) <
Q
GRANULAR 13EDDING FROM SELECTED =�
-+
w
TRENCH SIDE MATERIAL FOR PIPE 10'
OR GREATER IN DEPTH USE 1/2
CRUSHED STONE BEDDING °
CD
r-1
z
STORM DRAIN
caw
PIPE
°p m
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NOTES:
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1. TRENCH WIDTH SHALL BE CONTROLLED
TO TOP OF PIPE ZONE
2. TRENCH DEPTHS OF GREATER THAN 5'
Lf�
SHALL HAVE ADEQUATE SHORING
3. CLASS 11 AGGREGATE BASE ALL TRENCHES
Q
LESS THAN 100 FEET IN LENGTH
NOTE:
d
COMPACTION SHALL BE 90% IN ALL ZONES
+'
UNLESS OTHERWISE SPECIFIED. TRENCH STABILITY
Q
SHALL CONFORM TO CAL -OSHA REOUIREMENTS
1O
01
TRENCH DETAIL
I
NOT TO SCALE
S
Z_
Q
RECORD DRAWING I'
O
CITY OF FONTANA, CALIFORNIA
STORM DRAIN AND STREET IMPROVEMENT PLANS CD
DRAWN BY: SCALE: -
J.E.G DET l,. SHEET As Noted
Cd
DESIGNED BY:J�NIPER A STO PM_ DRAIN LINE "F-3" DA 05-04-07
J. E. G o
CHECKED BY: APP OVED , DRAWING NO.: 2
E.B. DATL:r.A?7/�O 4099
.C.