HomeMy WebLinkAbout6792SAN BERNARDINO
GENERAL NOTES FOR STORM DRAIN IMPROVEMENT PLANS:
1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT
PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE
SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED.
2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY
REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID
CONFLICT TO THE CITY ENGINEER FOR RESOLUTION.
3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.
4. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK PRIOR TO IMPLEMENTING
DETOURS.
5. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT,
ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO
WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909)
350-7610.
6. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE
OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY
TRAFFIC ENGINEER.
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL
DEVICES AT ALL TIMES.
8. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER
IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY.
9. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING,
SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL
SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL
EXISTS FOR GROUND MOVEMENT.
10. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR
THAT PURPOSE.
11. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING
UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT
UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION.
12. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS,
TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER,
STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR
TO WORK AROUND THEIR FACILITIES.
13. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY
AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER
REQUIREMENTS.
14.STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE NOTED.
15.ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT
THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND
CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION.
16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR
NOTIFICATION TO THE CITY ENGINEER.
17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH
MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL
BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER
ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE
MONUMENT.
18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE
SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES.
19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT
ALL TIMES.
20.THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR
PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL.
21.NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
22.A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL
REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED.
23.CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON
INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING
IMPROVEMENTS.
24.ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE.
25.NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER.
26.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF
CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR
LOCATIONS SHOWN ON THE PLANS.
27.1E EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL
NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY.
28.NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND
APPROVED.
29.ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS.
30.APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT.
31.ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING
CONTRACTOR UPON COMPLETION OF PAVING.
32.UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES AND OTHER TRAFFIC
CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER.
33.AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD
DRAWINGS TO THE CITY ENGINEER.
1-11 rKvvr
SLOVER AVENUE
STORM EDRAIN IM ROV M NT P ANS
z w
w w �
< Z w �w w
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FOR
UQ Q
SANTA ANA AVENUE _
FIM 20467
m
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0 0
SITE U z C) HENRY J o
m Q KAISER Of
JURUPA AVE HS
4CALABASH INIDUSTRIA D V OPM NT
3
FONTANA, CALIFORNIA
LEGEND:
fp
-PROPERTY LINE
HOLD HARMLESS INDEMNIFICATION CLAUSE:
R/W
-RIGHT OF WAY
-CENTERLINE
ARCH.
-ARCHITECTURAL
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
T.C.
-TOP OF CURB
CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF ALL PERSONS AND
F.L.
-FLOW LINE
PROPERTY; THAT, THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING
F.S.
-FINISH SURFACE
HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE CITY OF FONTANA, THE OWNER,
T.S.
-TOP OF CONCRETE SLAB
AND THE PRIVATE ENGINEERS HARMLESS FOR ANY AND ALL LIABILITY; REAL OR ALLEGED, IN CONNECTION WITH
H.P.
-HIGH POINT
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF
F.F.
-FINISH FLOOR
THE OWNER OR ENGINEER.
R.D.
-ROOF DRAIN
R.C.P.
-REINFORCED CONCRETE PIPE
EXISTING UNDERGROUND STRUCTURES=
-INVERT
S
S =
-SLOPE
F.G.
-FINISH GRADE
ALL UNDERGROUND UTILITIES OR STRUCTURE, REPORTED OR FOUND ON PUBLIC RECORDS, ARE INDICATED WITH
S.D.
-STORM DRAIN
THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH
T.R.
-TOP OF RAIL
THE IMPROVEMENTS HEREON, AGREES TO ASSUME LIABILITY AND TO HOLD THE ENGINEER HARMLESS FOR ANY
ST.LT.
-STREET LIGHT
DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR
G.B.
-GRADE BREAK
INDICATED ON PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED ARE RECORD
H.P.
-HIGH POINT
LOCATIONS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES
H
-HEIGHT OF RETAINING
OR STRUCTURES SHOWN AND ANY OTHERS FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S
C.F.
-CURB FACE
RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES STRUCTURES CONCERNED BEFORE STARTING WORK.
B.W.
-BACK OF WALK
L.S.
-LANDSCAPING
NOTICE TO CONTRACTOR=
A.B.
-AGGREGATE BASE
P.V.C.
-POLY VINYL CHLORIDE
C.I.P.
-CAST IRON PIPE
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT DISCREPANCIES TO THE
F.H.
-FIRE HYDRANT
ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.
P.P.
-POWER POLE
V.C.P.
-VITRIFIED CLAY PIPE
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS SURVEY
IS THE CALIFORNIA STATE PLANE
COORDINATE SYSTEM (CCS83), ZONE 5,
NORTH AMERICAN DATUM 1983 (NAD83)
BASED LOCALLY ON CONTINUOUSLY
OPERATING REFERENCE STATIONS (CORS)
"EWPP" AND "GISA" AS BEING NORTH
82°35' 1 1 " WEST (BASIS OF BEARINGS)
(GRID) AND REPRESENTED HEREON BY THE
CENTERLINE OF BANANA AVENUE AS BEING
NORTH 00°20'03" EAST. (2010.0 EPOCH)
BENCH MARK:
CITY OF FONTANA BENCHMARK NO "585"
FD. R.R. SPK. IN PPlI320908 AT
NORTHWEST CORNER OF SANTA ANA
AVENUE & ALMOND AVENUE.
(PER STREET IMPROVEMENT PLAN # 3487)
ELEVATION = 965.46' (CIRCUIT 16172)
TOLL FREE ® 1-800-422-4133
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
INDEX MAP
SCALE: 1 " = 100'
C.B.
CATCH BASIN
B.C.R.
BEGINNING OF CURB RETURN
E.C.R.
-END OF CURB RETURN
L.P.
-LOW POINT
S.W.
-STEM WALL
T.O.P.
-TOP OF PIPE
B.O.P.
-BOTTOM OF PIPE
R
-RADIUS
T.F.
-TOP OF FOOTING
T.W.
-TOP OF WALL
C.M.B.
-CRUSHED MISC. BASE
S.F.
-SQUARE FEET
(0.00)
-EXISTING ELEVATION
B.O.W.
-BOTTOM OF WALL
T.G.
-TOP OF GRATE
N.G.
-NATURAL GRADE
TOP
-TOP OF SLOPE
TOE
-TOE OF SLOPE
E.P.
-EDGE OF PAVEMENT
A.C.
-ASPHALT CONCRETE
C.L.F.
-CHAIN LINK FENCE
CONC.
-CONCRETE
PKWY DRAIN
-PARKWAY DRAIN
H.C.
-HANDICAP
EXIST.
-EXISTING
TRANS PAD
-TRANSFORMER PAD
BLDG
-BUILDING
M.H.
-MANHOLE
T.B.
-TOP OF BERM
0 50 100 200 300
SCALE:1 "= 100'
UTILITY CONTACTS:
THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES
A MINIMUM OF TWO WORKING DAYS PRIOR TO COMMENCING CONSTRUCTION.
AT&T:
(510)
645-2929
CITY OF FONTANA:
(909)
350-7610
TIME WARNER CABLE:
(909)
975-3398
SOUTHERN CALIFORNIA GAS COMPANY:
(909)
335-7583
FONTANA WATER COMPANY:
(909)
201-7333
SOUTHERN CALIFORNIA EDISON COMPANY:
(909)
928-8270
INLAND EMPIRE UTILITIES AGENCY:
(909)
993-1600
PRIVATE ENGINEER'S NOTE:
THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSUMING THE
ACCURACY AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES
ARISING DURING CONSTRUCTION THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR
DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY
THE CITY.
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
REV. REVISION DESCRIPTION DATE ENGR. I CITY DATE STANDARDS IN EFFECT.
S%p OOFE
A���'�,RD SF4b
�70
* R.C.E. N0. 56155 r *
Exp. 12-31-24 Q
97F 01 V
OF C A\_\�
VICINITY MAP
N.T.S.
STORM DRAIN CONST. NOTES: OUANTITY:
40
CONSTRUCT 18" RCP, D-LOAD PER PROFILE.
198 LF
41
CONSTRUCT 24" RCP, D-LOAD PER PROFILE.
304 LF
42
CONSTRUCT 36" RCP, D-LOAD PER PROFILE.
36 LF
43
CONSTRUCT 72" RCP, D-LOAD PER PROFILE.
588 LF
44
CONSTRUCT CURB -OPENING CATCH BASIN PER CITY OF FONTANA
STD. PLAN 3004. W AND V PER PLAN, WITH BIO CLEAN CPS UNIT.
7 EA
45
CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3013.
1 EA
CONSTRUCT MANHOLE PER S.P.P.W.C. STD. PLAN 323-2. SEE DETAIL
46
ON SHEET 5.
2 EA
47
INSTALL CATCH BASIN STENCIL PER CITY OF FONTANA STD. PLAN 6002.
7 EA
48
CONSTRUCT CONCRETE COLLAR PER CITY OF FONTANA STD. PLAN
3 EA
3022.
49
CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3012.
2 EA
50
CONSTRUCT BRICK BULKHEAD PER DETAIL ON SHEET 3.
5 EA
D
CONSTRUCT JUNCTION STRUCTURE PER CITY OF FONTANA
4 EA
STD. PLAN 3009, CASE 1.
CONSTRUCT JUNCTION STRUCTURE PER S.P.P.W.C. STD. PLAN 333-2. SEE
52
DETAIL ON SHEET 5.
3 EA
53
REMOVE EXISTING CATCH BASIN.
8 EA
54
REMOVE EXISTING MANHOLE.
2 EA
55
REMOVE EXISTING STORM DRAIN.
190 LF
CONSTRUCTION TRANSITION STRUCTURE PER S.P.P.W.C. STD. PLAN 342-2.
2 EA
56
SEE DETAIL ON SHEET 5.
57
REMOVE EXISTING RISER.
1 EA
58
CONSTRUCT CONCRETE SLURRY (2,000 PSI) EXTENDING 4 INCHES
36 LF
MINIMUM AND 12 MAXIMUM ABOVE THE TOP OF PIPE.
SCONSTRUCT
MONOLITHIC CONNECTION PER CITY OF FONTANA
2 EA
STD. PLAN 3005.
g0
CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3011.
1 EA
CONSTRUCT 7'WX4H' CONCRETE SINGLE BOX PER CALTRANS STD. PLAN D80.
373 LF
61
SEE DETAIL ON SHEET 3.
g2
CONSTRUCT JUNCTION STRUCTURE PER CITY OF FONTANA STD. PLAN 3010.
1 EA
63
CONSTRUCT STORMTEK CONNECTOR PIPE SCREEN. SEE DETAIL ON SHEET 5.
7 EA
SHEET INDEX
1
TITLE SHEET
2
CALABASH STORM DRAIN PLAN AND PROFILE
3
CALABASH LATERAL PROFILES AND DETAILS
4
JURUPA LATERALS PLAN AND PROFILES
5
STORM DRAIN DETAILS
Prepared Under The Supervision Of
lhienes Engineering, Inc.
CIVIL ENGINEERING • LAND SURVEYING
14349 FIRESTONE BOULEVARD DRAWN BY:
LA MIRADA, CALIFORNIA 90638
PH. (714)521-4811 FAX(714)521-4173 M H
Date :
EINHARD STENZEL RCE NO. 56155
MH
BW
MCN23-0099/ELP022-000036
CITY OF FONTANA, CALIFORNIA
PUBLIC STORM DRAIN IMPROVEMENT PLAN
TITLE SHEET SCALE:
FOR AS SHOWN
CALABASH INc)ue-rRiAL c)EVBLOPMENT DATE:
PM 204437 2/6/2025
APPROVED BY: DRAWING NO.: 1
DATE:
GIA LAM KIM CITY ENGINEER R.C.E. 62296 6792
Last Update: 02/06/2025
0:\3900-3999\3941\PUBLIC STORM DRAIN\3941SD01-TITLE.dwg
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1DO- YEAR
PROPOSED
SURFACE
EA
Q
CD WQC7
d N ZQ +
O
mrn •Z N
J
CONST. 15.58 L.F.
24" RCP
D-LOAD 1350
10+00
11+00
Pipe
OPOSED -� -
RFACE -
,G.L. 1
)O-YEAR _
�0 1111®Mpffi
EXISTING 8" WATER
TO BE RELOCATED
AS NECESSARY
1' SEPARATION.
>Z_ EX. 12"*
CV
o LLi REQUIRED
SEWER
.- aM
zN
mrn
U) wrn
CONST. 27.46 L.F.
24" RCP
4 D-LOAD 1350
10+00
I Precast concrete end
I I block to be placed flush
I I I with end of pipe as
1 I directed by the Engineer.
I
I I
iv v I I I
PLAN
It b It
411 0 galvanized steel pipe _
(total 2) M `�
I
Add -46 bars x w(-Tco
(total 2) -
E CL
I p a:
1 --t-
O
\ � rn
O
It all
bars
ELEVATION
-Al IIVL
020 930 ION! EX 2" _.1
GAS LINE *GAS
H.G.L.
11+00
PIPE
CLOSURE-
TYPE "AEI
NOTES_
(Precast Concrete
End Block)
I. "a11=#4
bars (g) 12° o.c.
unless otherwise
noted
on the plans.
BRICK BU LK
H EA D
2. "151 = 1211
unless otherwise
noted on plans.
3. "tll = 6"
unless otherwise
noted on plans.
REVISIONS
OWN. DY DATE
H.H.H. 2-14-80
AODEDDhWNSIONs vww
FILE NO.
S. P. 176
01 11T1RICH•POST CLEARPRINT 1010.10
BRICK BULKHEAD DETAIL
N.T.S.
LLI2NE RA
920.32 ICp
NV
10+00
1
CONST. 17.80 L.F.
24" RCP
D-LOAD 1350
-A5
11+00
PROFILE SCALE:
HORIZ. - 1" = 40'
VERT. - 1" = 4'
N
i
11 • ' 1
MIN M
INV.'
In �' +0�?
OA N0::> O�
�CD LJj +=Z U^
+CLZ OUP HZ
CS FL-� z� tn:Z-
LUM
zLq LU`r
N
H WL2 I
CA
to mrn
�CONST. 34.36 L.F.
18" RCP
D-LOAD 1750
SD LINE 134.11111111111111111
1 11 11
SPAN, 5
4'
5'
6'
7'
e'
HEIGHT, H
2'
1 3'
1 4'
2'
3'
1 4'
1
5'
3'
1 4'
1 5'
6'
1
3'
4'
1 5'
1 6'
7'
4'
1 5'
6'1
7'
8'
MAXIMUM EARTH COVER
10'
20'
10'
20'
10'
20'
10'
20'
10'
20'
10'
20'
20'
10'
20'
10'
20'
10'
20,
10'
20'
10,
20'
10'
20'
10'
20'
10,
20,
10,
20,
10,
20,
10'
20'
10'
20,
10'
20,
10'
20'
u
ROOF T
7.
TI ��
7.
TI ��
7.
71 ��
71 .
8.
TI ��
8.
71 ��
8.
8.
8.
9
9.
8��
9.
8.
10.
8.
10.
8.
0�/i
8�/z'
0%z
8%i'
0�/i
6�/i'11�/z
8�/z'11�/z
8�/z'
1%z
8�/��
1%'8%z'
1%z
o
WALLS T
6.
6.
6i/.
6i/
7��
71 ��
6.
6.
61 ��
61 ��
7.
7��
8.
7��
7
8"
8��
9 2�
6i/��
7��
6i/��
7i/�
7.
8��
7��.
9 Y.
81 „
11��
61 ��
71 ��
7��
81/z"
71 ��
91/z'
8%i'
II
9��
21
`�
INVERT 13
7"
7�/z'
7"
7%z'
7"
7%z'
7%z�
8��
7i/z�
8��
li/,.
8��
8��
8.
9�
9i/z'
8"
9�/2-
8"
0�/i
8"
0�/z
8"
0�/z
8"
01/'
81
p�/z
81 �'11�/2
81 ��
11/2
8� ��
12��
81 ��
12��
81 ��
12�,
SPACING
7"
6"
T'
6"
7"
6"
8 "
6"
8�/2'
S�/"
8"
5�
5"
7� "
5
5"
7"
q� "
6"
41/"
6"
411 "
6"
5 "
6"
5 "
6"
5� "
51/"
5"
5�/'
S"
6"
4%z'
S� "q
z
5� "q
2
'd
"a" SIZE BAR
#6
#6
#6
#6
#6
#6
#T
#7
#7
#7
#7
#7
#6
#7
#6
#6
#7
#6
#7
#6
#7
#6
#7
#7
#7
#7
#7
#7
#7
#T
#7
#7
#7
#7
#7
#7
#7
#7
SIZE BAR
#4
#4
#5
#6
#5
#6
#4
#4
#5
#5
#5
#6
#6
#4
#
#6
#7
#6
#4
#4
#5
#5
#6
#7
#7
#7
#7
#7
#5
#6
#6
06
#7
#6
#7
#7
#7
#7
xw
CONCRETE CF/LF
7.8
8.3
9.2
9.6
10.711.6
9.5
10.0
10.9
11.4
12.412.9
141.115.1
13.1
14.18.0
17.8
21.2
14.017.5
15.1
19.1
16.7
1.318.8
24.5
21.8
28.317.2
22.718.8
25.1
0.6
28.3
23.3
32.1
25.5
36.4
REINFORCEMENT LB/LF
7.7
51.157.8
71.4
63.5
$0.8
57.8
T3.T
66.6
92.5
83.0
111
114
77.694.
126
132
152
102
106
115
124
134
166
160
181
173
196
135
166
156
177
184
208
197
252
209
269
x-X SOIL PRESSURE (k f)
5
4
4.6
2
REGISTER CIVIL ENGINEER
s 2.4 4.5 2.4 4.5 2.5 4.6 2.4 4.5 2.4 4.5 2. .6 2.5 .4 4.612 4.6 2.5 4.7 2.4 4.6 2.4 4.6 2.5 4.7 2.5 4.7 2.6 4.8 2.4 4.6 4.7 2.6 4.8 "d" BARS FOR EARTH COVERS UP TO AND INCLUDING 10'-0"
SPAN 4' S' 6' 7' 8'
SPAN, S
10'
12,
14,
HEIGHT, H
5'
6'
7'
8'
9'
10,
6'
7'
1 8'
9'
1 10'
11'
12'
7'
8'
9'
10,
11'
12'
13,
14'
MAXIMUM EARTH COVER
10'
20'
10'
20'
10'
20'
10'
20'
10'
20'
10'
20'
10'
20'
1 '
20'
10'
20'
10'
20'
10'
20'
10'
20'
10'
20'
10'
20'
10'
20'
10'
20'
10'
20'
10'
20'
10'
20'
10'
20'
10'
20'
a
ROOF
9� "12"
9�
12"
9�
12"
9�
12"
9� "
12"
9� "
12"
0
4� '
0� '
4� '
0
4� '
O z
4�
0
4� '
0
4�
02
4� '
12"16�
'
12"
6
12"
61 '
12"
6� '
12"
61 '
12"
6� '
12"
6� '
12"
61
p
WALLS
8� "8
"
8 "
9� "
9"
O
9"
12"
10'
3Y '
IV
I ..
9"
0
9"
0 '
9 "
12"
10"
3
11"
15"
2� '
6 '
3� '
IB"
9
IV.
12
10'
13 z
11
15"
21 '
6 '
31 '
18"
15"
9� '
6� '
11 '
V
INVERT
10"
2
10
2
10'
2
10"
13"
10"
13"
10"
13"
11"
4
11"
15
11"
15
11"
15"
11
15
11 215
11 "5
2
17"
2
17
2
17
2
7
2
7
13"
7� '
13"
18"
13
18"
SPACING
11"
12"
12
12"
11"
11"
IV'
11"
10'
10'
11"
IV'
9'
10"
V
IV'
9"
10"
8"
10"
8"
10"
10"
9"
9"
8"
IV
9"
10"
9"
IV,
8"
10"
8"
9"
8"
8"
10"
10"
IV'
10
9"
x4E" "
SIZE BAR
#7
#8
#7
#8
#7
#T
116
#7
%6
#7
#7
#7
#6
#7
#6
#T
#6
#7
#6
s7
#6
#7
%7
#7
*6
#6
#7
#8
#7
#8
#7
#7
#7
#7
#7
#7
#6
#8
#7
#7
#7
#7
.b..
SIZE BAR
%7
#7
#6
#7
#6
#7
#6
#7
#6
%7
#7
#7
116
#7
>�
#7
#6
#7
#6
#8
#7
#8
#7
#8
#6
#T
#7
#7
#7
#7
#7
#7
#8
#7
#8
%7
#7
#8
#7
#8
%8
%8
DIMENSION "B" ff-Inch
2-11
2-112-11
3-0
2-11
3-9
2-11
3-9
2-11
3-9
2-11
3-9
3-1
3-2
3-9
3-9
3-9
3-9
3-7
3-9
3-7
4-4
3-7
4-4
4-4
4-4
2-9
4-2
3-4
4-4
3-4
4-6
3-5
4-6
3-6
4-6
3-6
4-6
3-6
4-6
4-9
6-0
y
DIMENSION "BJ' ff-Inc#
-1
5-0
4-10
5-0
4-1
5-0
4-1
5-0
4-1
5-0
4-7
4-T
6-0
5-10
6-2
6-7
6-2
6-7
4-11
4-114-11
4-11
4-114-11
4-4
4-4
6-5
T-0
7-0
8-4
7-0
8-4
6-0
6-0
6-0
6-0
6-0
6-0
5-0
6-0
4-6
6-0
SIZE BAR #
#6
#7
#6
#7
#6
#7
#6
#7
#7
#7
#7
#7
06
#7
#6
#7
#6
#7
#6
#7
#6
#7
#7
#7
#7
#7
#7
#7
#7
#7
#7
#7
#7
#7
#7
#7
#7
#8
#8
#8
#8
#8
DIMENSION "C" ft-lldi
3-4
3-6
T-4
4-8
7-7
4-8
8-2
4-8
7-7
5-2
7-7
5-11
4-4
3-1
8-1
5-7
8-1
5-7
8-1
5-T
8-1
5-7
8-1
6-4
8-1
6-1
4-3
4-2
6-9
6-9
5-105-10
6-0
6-4
8-11
6-4
8-11
7-0
6-11
7-7
8-11
7-9
W'e
SIZE BAR
#4
#4
#4
#5
#6
#6
#6
#7
#7
#7
#8
#8
#4
#4
#4
#4
#4
#5
#4
#5
41
s5
#6
#6
#6
#6
#4
#4
#4
#4
#4
#4
#5
#5
#5
#5
#5
#6
#7
#7
#7
x7
a _
CONCRETE CF/LF
25.1
30.4
27.1
33.1
29.2
36.2
30.7
41
34
45.8
3T.6
51
33.2
43.T
34.7
46.1
37
50.4
39.5
55.3
43.7
60.6
48.7
67.1
53.1
73.5
42.9
57
44.5
60.7
47
65.6
51.7
71.8
55.8
77.7
60.9
84.2
66.9
91.8
T3.4
101
-=
REINFORCEMENT LB/LF
271
296
278
333
341
366
359
406
428
469
487
530
322
371
379
417
390
449
430
477
499
500
527
610
530
614
413
529
467
595
46
6608
526
632
633
651
630
717
688
737
747
861
+EiE+f SOIL PRESSURE (ksf)
3.7
4.7
3.8
4.7
3.8
4.8
3.A
4.8
3.9
4.9
3.9
5.0
3.6
4.8
3.6
4.8
3.6
4.9
3.6
4.9
3.7
5.0
3.7
5.0
3.8
5.1
3.4
4.9
3.5
4.9
3.5
4.9
NUMBER 117 8 9 10 1 11 12 15 20
x
INVERT
Elev
SLOPE 48:1 s
FM
SLOPED INVERT
SPI I
* See Note 5 SLOPE 4:1
41it See Note 6 SEE NOTE 9 SLOPE 6:1 INVERT
1tN4f See Note 10 x INVERT x INVERT i Elev
"C" F Elev � Elev
.c' 1 or RCB S/6 S/3
)'i" Min FILLETS BARS "b" BARS "c' BARS w - S/4
OPTIONAL Coast Jt "a" nF BARS - - #4 0 12 Max "b" ; BARS x x
SEE NOTE 4 T ' b "a" BARS
#4 0 12" Max 6" T-
SEE NOTE 6 . TRAPEZOIDAL INVERT
a FLAT INVERT V INVERT
g^ "a" BARS • Y4" Min FILLETS -Z� _PACING
ALTERNATIVE INVERTS
#q (SEE NOTE 6) OPTIONAL Const Jt ;
r "d" #4 "d" BARS 0.25 S I� m SPACING NOTES:
0.25 S BARS #4 0 12 Max
I� 4 0 12 Max OR °f #4 0 12 Max 1. For boxes with span or height less than any of those shown in table,
II FOR COVER OVER 10 -0 �� 1.15EE NOTE T ROOF SECTION use next greater size box concrete dimensions and reinforcement. Make
6 RCB #4 TOTAL 3 necessary changes in bar lengths and quantities.
Il *' #5� 01z SPANS 10' THRU 14'
SEE NOTE T�� "e" � ,SEE 2. Quantities are approximate and for design purposes only.
INVERT SIMILAR
NOTE 4 I 3. For boxes with span or height or cover greater than those shown in
#5 C 0 12 " Cl I yP tables, a special design is required.
#4 0 12 Max Typ rt RCB #q 0 12 Max 2" Clr 4. It Is permissible to eliminate the 180" hooks on every other bar.
ALTERNATIVE "e" BARS Typ 5. "e" bars are at half spacing (spans 10'- 14' only).
Const Jt Con6t Jt SEE NOTE 5
ALTERNATIVE "b" BARS 6. "a" bars are at half spacing (spans 10'- 14'only).
"o"(� BARS Const Jt m z 7. Provide paving notch when top is exposed and when pavement Is
tO SEE NOTE 4 concrete, and adjust quantities.
" BARS Coast Jt a -
io 8. For design and details not shown, see Standard Plan D82.
F SEE NOTE 6 #4, Typ N 9. For exposed top, provide #4 0 12 each way, lap "c" bars 2'-0" or
1#4 0 12 use full span length.
#4, Typ -axTyp ' v, "C" BARS 10. Soil pressures shown are factored per AASHTO LRFD and include soil weight
of fill over box, self weight of box and live load where applicable.
S/2 "B"
#q 0 12 Max "e" BARS STATE OF CALIFORNIA
"C" SEE NOTE 5 DEPARTMENT OF TRANSPORTATION
TYPICAL SECTION s/2 T
SPANS 4' THRU 8' WALL SECTION CAST -IN -PLACE
TYPICAL SECTION SPANS 10' THRU 14' REINFORCED CONCRETE
SPANS 10' THRU 14' SINGLE BOX CULVERT
NO SCALE D 8 0 -
CALTRANS SINGLE RCB DETAIL
N.T.S.
Return to Table of Contents
SURFACE
- Q100=26.10 CFS
Vmax=5.3 FPS
R/W
EXISTING
SURFACE
EX.2" GAU
-GAS*I GAS
H.G.L.
100-YEAR
S=0.0020
Oar
IN EnWM
CONST. 36.23 L.F.
36" RCP _
D-LOAD 2000
LINE
10+00
BRICK
*CONTRACTOR TO VERIFY LOCATION AND INVERT
ELEVATIONS OF EXISTING UTILITIES AND DRAINAGE
SYSTEMS AND NOTIFY ENGINEER OF ANY
DISCREPANCIES PRIOR TO ANY CONSTRUCTION. _
11+00
MCN23-0099/ELPC22-000036
BASIS OF BEARINGS: BENCH MARK: p O SHOULD CONSTRUCTION OF THE REQUIRED Q�OFEss/pNq Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA
THE BASIS OF BEARINGS FOR THIS SURVEY CITY OF FONTANA BENCHMARK NO "585" IV � �F Thienes En ineerin Inc.
IMPROVEMENTS NOT COMMENCE WITHIN TWO ��, TF PUBLIC STORM DRAIN IMPROVEMENT PLAN
IS THE CALIFORNIA STATE PLANE � R S
COORDINATE SYSTEM (CCS83), ZONE 5, CIVIL ENGINEERING • LAND SURVEYING
NORTH AMERICAN DATUM 1983 (NAD83) FD. R.R. SPK. IN PP#320908 AT o YEARS OF THE DATE OF APPROVAL SHOWN HEREON Lv �� m 14349 FIRESTONE BOULEVARD DRAWN BY: SCALE:
BASED LOCALLY ON CONTINUOUSLY NORTHWEST CORNER OF SANTA ANA (� LA MIRADA, CALIFORNIA 90638 FtOF=1LE AND DETAILS
OPERATING REFERENCE STATIONS (COBS) AVENUE & ALMOND AVENUE. DIAL AND CARRIED FORTH IN A DILIGENT MANNER, THE R.C.E. N0. 56155r * PH.(714�521-4811 FAX(714)521-4173 MH FOR AS SHOWN
••EWPP•' AND "GISA•' AS BEING NORTH "" TWO WORKING DESIGNED BY:
PER STREET IMPROVEMENT PLAN 3487 Exp. 12-31-24 Q CALr4BA8H IN�UBTRIAL_ CEVEL_OPMENT DATE:
82.35.11" WEST (BASIS OF BEARINGS) < # � BEFORE DAYS BEFORE CITY ENGINEER MAY REQUIRE REVISIONS TO THE �
(GRID) AND REPRESENTED HEREON BY THE Y❑U DIG YOU DIG PLANS TO BRING THEM INTO CONFORMANCE WITH 9�F C/V��' o��9"""� Date 2/6/25 CHECKEDMBY: APPROVED BY: PM 204�7 DRAWING CENTERLINE OF BANANA AVENUE AS BEING ELEYAT/ON = 965.46' (CIRCUIT F) 72 TOLL FREE 1-800-422-4133 OF �F
NORTH 00.20'03•' EAST. (2010.0 EPOCH) t �/ ) A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT. � A� BW DATE: 6792
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE REINHARD STENZEL RCE NO. 56155 GIA LAM KIM CITY ENGINEER R.C. . 62296 5
Last Update: 02/06/2025
0:\3900-3999\3941\PUBLIC STORM D RAI N\3941 SD03- CALABASH.dwg
--------------------------------------- ---------- --------------------- ---- ----------------------------------- --------------------- - - - - -
_
-------------------- ------------------------------------------------------------ ----- --------------------------------------------- -- - - -
__________
-------------------- ------------------------------------------------------------ ----- --------------------------------------------- -----
__________
-------------------- -------------------------------------------------------------------------------------------------------------- -----
__________
---------- ---- --- ------------------- ------------------------------- ---- ------ ----- ------------------------ --------------------- - - - - -
_
__
_ _ _ -a _ _ _ _ _ _ _ _ _ _ .ar_ • • _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ • _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
___________.1�■,�.,,,-ate_ ________ _ ______ ________ _______ __ _rrr,-______ ________________
______ __J�� ter_ _________ ■. � •�•� 1 __ �-- _____ 11 ___--___ __ ________ray._______________________
--------- «--------- ®i--------------------------------------- E-------------------
--------------------------------------------------------- -------------------
- - - - - - - 1 - - - - - - - - - - - - - - - - - - - - = = - - - - - - - - - - - - - - - - - - - - - - - - - -
��������� 1 1_�iiiiiii:iiiiiii:iiiiiii:iiiiiii:iiiiiii:iiiiiii:iiiiiii:iiiiiii:iiiiiii:iiiiiii:iiiiiii:iiiiiii:iiiiiii:iiiiiii:iiiiiii:iiiiiii::iii��� 1 • ��� ___________ _________________ ������� 1 1 ' �� iiiiiii:iiiiiii:iiiiiii:iiiiiii:ririm:riri Ewgj_�
_ _ _ _ _ _ _ _ __ _ � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ • _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ lira
----------------------------------------� _ --------------- ------------- - — -- -----� E �—-------------------
--------------------------------------------------------------- — -- ----- — -------------------
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1-LOAD 171 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
i 1 /`1 11 CO_________-����■��_
�. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ .�- �■ _ _ ri �� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
_ _
21
WA12111111 I LINE D
L A T A 7.Ai
AM -
*CONTRACTOR TO VERIFY LOCATION AND INVERT
-------------------- -------------------------------------------------- ---- -------------------------------------------------------- - - - - -
_
- ------------------- ------------------- --------------------- - -- ----------- ----- ------------------------ ----------- - - -
_
-------------------- ---------------------------------------- - ----------- ----- ----------------------------------- -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
1 1 -
1 1'`_
1 1 1 1SYSTEMS
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ DISCREPANCIES PRIOR TO ANY CONSTRUCTION.
DRM DRAIN QQNST. NQTE$: 57 REMOVE EXISTING RISER. _ // /Q/ /iP 4 d
x
B OR C�
SIZE AND SPACING OF STEEL AS SHOWN ON PROJECT
DRAWINGS, EXCEPT THAT 5 BARS ON EACH SIDE OF
SHAFT SHALL BE NOT SMALLER THAN #5 ® 4"
(#16M ® 100 mm) OC OR EQUIVALENT
A
PLAN
(SHAFT NOT SHOWN)
SECTION A - A
MANHOLE FRAME AND
COVER PER SPPWC 630---1 r
MANHOLE SHAFT PER
SPPWC 324
5"x2"(125mm x50mm)
PIPE SEAT
OMIT FILLET
UNDER SHAFT
7" (17
5 ® 4" (#16M ® 100 mm) OC x 5'-0"
1.5 m) LONG
OR C
5 BARS 7'-0" 2.1 m LONG, 4' 100 mm OC,
OF SIZE SHOWN FOR TRANSVERSE STEEL,
BUT NOT SMALLER THAN #5 (#16M� BARS.
WARP THESE BARS UNDE BARS HAT
HAVE BEEN CUT FOR SHAFT OPENING
STREET GRADE I CONCRETE RINGS
PER SPPWC 324
5"x 1" 125 mm x 25 mm)
RING SEAT i
-STREET GRADE
w
M
a
w
w
5"
125m
SECTION B - B
610 m 5"
(125 rr
OMIT FILLET
UNDER SHAFT
7" 175 mm
STEPS
SECTION C - C
TABLE OF VALUES FOR M (SEE NOTE 1)
SECTION
PAVED STREET
UNPAVED STREET
MAX
MIN
MAX
MIN
B - B
-
2'-10 1/2" (867 mm)
-
3'-6" (1060 mm)
C - C
11" (282 mm)
8 1/2" (217 mm)
16"(410 mm)
15" (380 mm)
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
PR MULGATED THE
WORKS
PUBLIC WORKS STANDARDS INC.
MANHOLE CONCRETE
STANDARD PLAN
GREENBO COMMITTEE
BOX STORM DRAIN
323- 2
1992
19
REV. 1996, 2009
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
0 = FN
O Q 00 0 Uj
w B
o Uj
� a H
d N + N NO
F H H I- Z _
I
I
A-�-
RCP OR I
RC ARCH* 1
I
I m /
NOTES
1. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS
THAN 2'-10 1/2" (867 mm) FOR PAVED STREETS OR 3'-6" (1060 mm) FOR
UNPAVED STREETS, CONSTRUCT SHAFT PER SECTION C-C.
2. STATIONS OF MANHOLES SHOWN ON PLANS. APPLY AT CENTERLINE
LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTERLINE OF SHAFT.
3. REINFORCEMENT SHALL CONFORM TO ASTM A 615, GRADE 40 (ASTM A
615M, GRADE 300), AND SHALL TERMINATE 40 mm (1 1/2") CLEAR OF CONCRETE
SURFACES UNLESS OTHERWISE SHOWN.
4. STEPS SHALL CONFORM TO SPPWC 635 OR 636. UNLESS OTHERWISE
SHOWN, STEPS SHALL BE UNIFORMLY SPACED 14" (350 mm) TO 15" (375 mm) OC.
THE LOWEST STEP SHALL NOT BE MORE THAN 24" (600 mm) ABOVE THE INVERT.
5. MANHOLE FRAME AND COVER SHALL CONFORM TO SPPWC 630
UNLESS OTHERWISE SHOWN.
6. MANHOLE SHAFT SHALL CONFORM TO SPPWC 324 UNLESS
OTHERWISE SHOWN.
7. WHERE A MANHOLE SHAFT - 36" (900 mm) WITHOUT REDUCER IS SPECIFIED
REFER TO SPPWC 326.
8. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS
SPECIFIED REFER TO SPPWC 328.
9. WHERE A PRESSURE MANHOLE SHAFT - 36" (900 mm) WITHOUT REDUCER
IS SPECIFIED REFER TO SPPWC 329.
10. THE FOLLOWING SPPWC ARE INCORPORATED HEREIN:
324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER
326 MANHOLE SHAFT - 36" (900 mm) WITHOUT REDUCER
328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC
329 PRESSURE MANHOLE SHAFT - 36" (900 mm) WITHOUT REDUCER
630 24" (600 mm) MANHOLE FRAME AND COVER
633 36" (900 mm) MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
STANDARD PLAN
323-2
MANHOLE - CONCRETE
BOX STRORM DRAIN
SHEET 2 OF 2
S.P.P.W.C. STD. 323-2 DETAIL
N.T.S.
RCB OR
RC ARCH*
..0
O
w rT
----
w ¢
o
O
w
B
/
dF-
F
FN Z
PLAN
FN * ARCH MAY HAVE A HORSESHOE -
SHAPED, CIRCULAR, ELLIPTICAL
°
CE ° 0
Uj M
OR SIMILAR CROSS SECTION.
wa
°
w
V)w
�1
I >r� r.-r �--r. -•--ram �--�-.
I
P, SEE NOTE 5
I
_ _ I
I
ELEVATION
STATION
L i ELEVATION
STATION
I tL �L
O 0 0� w :7i�=".�_.
° w "T
w a - ° N w
a -s t a F
FLr z
SECTION A -A Fn
SECTION B-B
FD
� ILLL FA I ItKIN Z FNUWIN IJ
-1CTORIAL ONLY, SEE NOTES
2 AND 7
OPTIONAL CONSTRUCTION
JOINT:
RCB OR ARCH TO RCP USE
CONST JOINT OF RCB OR ARCH.
RCB TO ARCH, USE CONST
JOINT OF RCB
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
PROMULGATED BY THE
PUBLIC WORKS STANDARDS INC.
TRANSITION STRUCTURE
STANDARD PLAN
GREENBOOK
1992 COMMITTEE
RCB TO PIPE
342- 2
REV. 1995. 2009
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
NOTES
1. THE HORIZONTAL ANGLE OF DIVERGENCE OR CONVERGENCE, G, SHALL
NOT EXCEED 5' 45'.
2. REINFORCING STEEL BAR SIZES, SPACING, PATTERN AND COVER OVER
THE STEEL SHALL BE AS FOLLOWS:
RCB TO RCP AND RCB TO ARCH - THAT OF RCB SECTION.
ARCH TO RCP - THAT OF ARCH SECTION.
ARCH TO ARCH - THAT OF ARCH SECTION HAVING THE THICKER
WALLS. THE BAR LENGTHS SHALL VARY UNIFORMLY THROUGHOUT
THE TRANSITION.
3. THE CONCRETE THICKNESS SHALL BE AS FOLLOWS:
RCB TO RCP AND ARCH TO RCP - THAT OF ARCH OR RCB
SECTION UNLESS THE WALL THICKNESS OF THE RCP PLUS 100 mm
(4") GREATER, IN WHICH CASE THE CONCRETE THICKNESS SHALL
VARY UNIFORMLY FROM THAT OF THE ARCH OR RCB SECTION
TO THAT OF THE RCP WALL PLUS 100 mm (4").
RCB TO ARCH AND ARCH TO ARCH - THAT OF THE ADJOINING RCB
OR ARCH SECTION AT EACH END OF THE TRANSITION AND SHALL
VARY UNIFORMLY BETWEEN THE TWO ENDS.
4. THE INTERIOR SURFACE SHALL BE SMOOTH AND VARY UNIFORMLY
BETWEEN THE TWO ADJOINING SECTIONS.
5. AT RCP JUNCTURE, EMBEDMENT P SHALL BE 130 mm (5") FOR PIPE
SIZE OF 2400 mm (96") OR LESS, AND 200 mm (8") FOR PIPE SIZES
OVER 2400 mm (96").
6. Vc= 28 MPa (4000 PSI) AT 28 DAYS AND THE CONCRETE SHALL BE THE
SAME MIX AS THE ADJACENT RCB.
7. ALL STEEL, EXCEPT LONGITUDINAL STEEL SHALL BE GRADE 400 (60)
BILLET STEEL CONFORMING TO ASTM A 615 M (A 615) AND SHALL
TERMINATE 40 mm (1 1/2") CLEAR OF CONCRETE SURFACE UNLESS
OTHERWISE SHOWN.
8. KEYED CONSTRUCTION JOINTS OF THE SAME DIMENSIONS AS THOSE
OF THE RCB OR ARCH SECTION MAY BE CARRIED THROUGH THE
TRANSITION STRUCTURE AT THE CONTRACTOR'S OPTION. SEE
SECTION B-B.
9. THE TRANSITION STRUCTURE SHALL BE CONSTRUCTED IN ACCORDANCE
THE STRUCTURAL NOTES APPLYING TO RCB OR ARCH
STRUCTURES SHOWN ON THE PLANS.
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
STANDARD PLAN
342-2
TRANSITION STRUCTURE
RCB TO PIPE
SHEET 2 OF 2
C MAIN
t LINE RCB
I T I
I IEl
C51E
N
U)
+VWV BARS 1
SEE NOTE 3
ROUND EDGE TO
3" (75 mm) R
STATION POINT,
SEE NOTE 2�
Z
/I
I 1
I
2-H BARS 4" OC
(100 mm), SEE NOTE-3-7
- CONSTRUCTION JOINT
T v #4 ®18" OC
/
#13M ® 450 mm) I
t LATERAL / F
CONNECTOR PIPE
�F
BARS T
B
T
n
'1/
4 ®18" OC
Q O#
®13M 450 mm)
0
OTH WAYS TO
-
BE USED WHEN F
��
B IS 60" (1500 mm)
OR MORE
BARS
� 3 0R #4 1 18
10M ®450 m) oc
SECTION G-G
ROUND EDGES TO
APPROXIMATE R
B
T
m
OF ID OF LATERAL
WITH A MAXIMUM
8
OF 3'-0" (1.0 m)
=
a
w
m
D & E BARS
o
D, E, H & G BARS
CONSTRUCTION JOINT
NEW OR EXISTING RCB, SEE NOTE 6
W BARS
D BARS
ANY STANDARD
F BARS PIPE JOINT
FI
ROUND
EDGES
#3 OR #4 ® 18" OC
i (10M 0 450 mm)
m P
EL S
SEE NOTE 8
E BARS
BARS 4"OC, SEE NOTE 3
(10
�T•
EL R, SEE NOTE 8
UNDISTURBED EARTH
asp'
BACKFILL WITH 450-C-2000
(265-C-14) MIX CONCRETE, OR
COMPACT SOIL TO RELATIVE DENSITY
REQUIRED BY SPECIFICATIONS. BACKFILL
MAY BE OMITTED IF STRUCTURE IS LAID
ON UNDISTURBED EARTH TO STORM
T,
DRAIN WALL.
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
PROMULGATED BY THE
STANDARD PLAN
PUBLICGREEBooKSCOMMITTEE'"°-
1984
JUNCTION STRUCTURE PIPE TO RCB
333-2
REV. 1996, 2009
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
For individual use only by fernando@thieneseng.com as per copyright law. Order ID: 0096147435
NOTES
1. VALUES FOR A, B AND C SHALL BE SHOWN ON THE PLANS.
ELEVATION R AND ELEVATION S SHALL BE SHOWN WHEN REQUIRED PER
NOTE 8.
2. STATIONS SPECIFIED ON THE PLANS APPLY AT THE INTERSECTION
OF CENTERLINES OF MAIN LINE AND LATERALS, EXCEPT THAT
STATIONS FOR CATCH BASIN CONNECTOR PIPES APPLY AT INSIDE WALL
OF STRUCTURE.
3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 40, (ASTM
A 615M, GRADE 300), AND SHALL TERMINATE 1 1/2" (40 mm) CLEAR OF
CONCRETE SURFACE UNLESS OTHERWISE SHOWN.
a. W BARS ARE OF SIZE AND SPACING SPECIFIED FOR WALL STEEL ON
PLANS, AND SHALL BE CUT IN CENTER OF OPENING AND
BENT INTO TOP AND BOTTOM OF JUNCTION STRUCTURE.
b. OMIT H BARS WHEN SOFFIT OF SPUR IS 12" (300 mm) OR LESS BELOW
SOFFIT OF MAIN LINE, AND OMIT G BARS WHEN INVERT OF SPUR IS
12" (300 mm) OR LESS ABOVE FLOOR OF MAIN LINE.
4. JUNCTION STRUCTURE SHALL BE POURED MONOLITHICALLY WITH MAIN
LINE, MANHOLE OR TRANSITION STRUCTURE.
5. FLOOR OF STRUCTURE SHALL BE STEEL -TROWELED TO THE SPRING
LINE.
6. WHEN CONNECTING TO EXISTING RCB, BREAKOUT LIMITS AND DETAILS
SHALL BE SHOWN ON THE PLANS.
7. EMBEDMENT, P, SHALL BE 5" (130 mm) FOR B = 96" (2400 mm) OR LESS
8" (200 mm) FOR B OVER 96" (2400 mm).
8. IF ELEVATION R AND ELEVATION S ARE NOT SHOWN ON THE PLANS
THEN THE INLET OPENING SHALL FALL 6" (150 mm) BELOW
THE SOFFIT OF THE MAIN LINE WITH THE INLET PIPE LAID ON A STRAIGHT
GRADE FROM MAIN LINE TO CATCH BASIN OR TO GRADE BREAK IN INLET
LINE. ELEVATION S SHALL BE SHOWN ON THE PLANS IF THE INLET
OPENING FALLS MORE THAN 6" (150 mm) BELOW THE SOFFIT OF THE
MAIN LINE WITH THE INLET PIPE LAID ON A STRAIGHT GRADE
AS STATED ABOVE.
ELEVATION R SHALL BE SHOWN ON THE PLANS ONLY WHEN
A STUB IS TO BE PROVIDED FOR A FUTURE CONNECTION.
9. LATERALS OR CONNECTOR PIPES 24" (600 mm) OR LESS IN DIAMETER
SHALL BE NO MORE THAN 5' (1.5 m) ABOVE THE INVERT. LATERALS OR
CONNECTOR PIPES 27" (675 mm) OR LARGER IN DIAMETER SHALL BE NO
MORE THAN 18" (450 mm) ABOVE THE INVERT, WITH THE EXCEPTION THAT
CATCH BASIN CONNECTOR PIPES LESS THAN 50' (15 m) IN LENGTH SHALL
NOT BE MORE THAN 5' (1.5 m) ABOVE THE INVERT.
10. THE NEED FOR AN EDGE BEAM AND/OR ADDITIONAL REINFORCEMENT
SHALL BE INVESTIGATED BY THE ENGINEER FOR ANY ONE OF THE
FOLLOWING CONDITIONS:
a. ANGLE A IS LESS THAN 30'
b. TOP OF INLET PIPE IS LESS THAN 6" (150 mm) BELOW THE SOFFIT
c. FLOW LINE OF INLET PIPE IS LESS THAN 7" (180 mm) ABOVE THE
THE FLOOR OF THE RCB AT THE INSIDE FACE
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
STANDARD PLAN
JUNCTION STRUCTURE - PIPE TO RCB
SHEET 2 OF 2
SHEET
For individual use only by fernando@thieneseng.com as per copyright law. Order ID: 0096147435
S.P.P.W.C. STD. 333-2 DETAIL
N.T.S.
StormTekTM ST3/ST3G Installation: Connector Pipe Screen Filter
Plan View
a) StormTekTM ST3/ST3G
b) StormTekTM is installed in front of the
outflow pipe is supported by the frame
mounted on the existing catch basin wall
c) This device is designed to capture
trash, sediment and debris from entering
the storm water system.
Deflector Plate only
with ST3G Model
Basin Sump \
StormTekTI ST3/ST3G
Outflow Pipe
Structural Support Bars
(Bypass)
Y
Stainless Steel
1" flat bars
1/8" thickness
Stainless Steel Frame
(2" flat bars, 3/16" thick)
mounted to wall
Device fastens on pins
Heavy -Gage Sheet Metal Screen
S-304 Stainless Steel
5mm openings
Section A
General Notes:
- Bypass has
equivalent or greater
flow rate as outflow
pipe
- Device is retro-fitted
to catch basin
specifications
Deflector plate is the
only difference
between ST3 & ST313
1
10/25/2018
No.
Revision/Issue
iswlM &
s4
Maime,wca Services
P.O. Box 1627
Discovery Bay, CA 94505
StormTekTM Pipe Screen
Model ST3/ST3G
P.O. Box 1627
W1MSDiscovery
Bay, CA 94505
NorCal: 925.516.8966
stormTekTI
Storm Water Inspection &
�11�~� Maintenance Services
SoCal: 949.542.7234
No Scale
www.swimsclean.com
1 of 1
15
S.P.P.W.C. STD. 342-2 DETAIL 5 6 CONNECTOR PIPE SCREEN DETAIL 6 3
N.T.S. N.T.S.
MCN23-0099/ELPC22-000036
BASIS OF BEARINGS: BENCH MARK: p O SHOULD CONSTRUCTION OF THE REQUIRED QROFESS/pNq Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA
THE BASIS OF BEARINGS FOR THIS SURVEY CITY OF FONTANA BENCHMARK NO �585" �� D lF Th%eneS En %neer%n Inc.
IMPROVEMENTS NOT COMMENCE WITHIN TWO A�, TF PUBLIC STORM DRAIN IMPROVEMENT PLAN
IS THE CALIFORNIA STATE PLANE R S
COORDINATE SYSTEM (CCS83), ZONE 5, CIVIL ENGINEERING • LAND SURVEYING
NORTH AMERICAN DATUM 1983 (NAD83) FD. R. R. SPK. IN PPJJ20908 AT o YEARS OF THE DATE OF APPROVAL SHOWN HEREON Lv 2� 14349 FIRESTONE BOULEVARD DRAWN BY: SCALE:
BASED LOCALLY ON CONTINUOUSLY NORTHWEST CORNER OF SANTA ANA Of (n LA M/RADA, CALIFORN/A 90638 DETAILS
OPERATING REFERENCE STATIONS (cogs) AVENUE &ALMOND AVENUE. DIAL AND CARRIED FORTH IN A DILIGENT MANNER, THE * R.C.E. N0. 56155r * PH.(714)521-4811 FAX(714)521-4173 MH FOR AS SHOWN
••EWPP•' AND "GISA•' AS BEING NORTH "" T 40 W❑RKING DESIGNED BY:
PER STREET IMPROVEMENT PLAN 3487 Exp. 12-31-24 Q CALA.BA8H IN�UBTRIAL CEVELOPMENT DATE:
82.35.11" WEST (BASIS OF BEARINGS) (# ) BEFORE DAYS BEF❑RE CITY ENGINEER MAY REQUIRE REVISIONS TO THE �
25
(GRID) AND REPRESENTED HEREON BY THE Y❑U DIG Y❑u DIG PLANS TO BRING THEM INTO CONFORMANCE WITH 9�F C/v\� o`�= ""� Date 2/6/25 CHECKED�BY: APPROVED BY: PM 204�7 DRAWING CENTERLINE OF BANANA AVENUE AS BEING ELEYAT/ON = 965.46' /CIRCUIT 6 72 TOLL FREE 1-800-422-4133 OF �F
NORTH 00.20'03•' EAST. (2010.0 EPOCH) t/ A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT. 0 A�" BW DAB 6792
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE REINHARD STENZEL RCE N0. 56155 GIA LAM KIM CITY ENGINEER R.C.E. 62296rJ
Last Update: 02/06/2025
0:\3900-3999\3941\PUBLIC STORM DRAIN\3941SD05-DE(AIL.dwg