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THE ACCURACY OR COMPLETENESS OF SCANNED ��F of CAL FQ
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SANBAG
3200 EAST GUASTI ROAD
11 70 W 3RD STREET
SUITE 200
SAN BERNARDINO, CA 92410
ONTARIO, CALIFORNIA 91761
NOTES
1. ALL EXPOSED EDGES SHALL BE ROUNDED TO A HALF INCH RADIUS.
2. THE CURB FACE AT POINTS A AND D SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB.
THE CURB FACE AT POINTS B AND C 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 REMODELING IS INDICATED, 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 REMODELING IS INDICATED:
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 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 = NOTED ON THE PROJECT PLANS.
H1 = NOTED ON THE PROJECT PLANS.
H2 = NOTED ON THE PROJECT PLANS.
H3 = NOTED ON THE PROJECT PLANS.
G = 2 FEET
K = 5 FEET
L = 6 FEET
M = 4 FEET
N = 5 FEET
WD = CATCH BASIN W FOR ONE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS
FOR MULTIPLE CATCH BASINS.
THE THICKNESS OF THE LOCAL DEPRESSION SHALL BE 8 INCHES.
6. DIMENSIONS SHOWN ON THIS PLAN ARE NOT EXACTLY EQUAL VALUES.
�D @�'OFES3/ONq� A ROVED Y:
SA
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RICARDO SANDOVAL
� EXP. 9130107
REVIEWED BY:
CIVIL
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UNIT 2232
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No. 51152 CITY EN INEER DATE
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* EXP. 9130109
DRAWN BY:
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USERNAME=>p0019553
DGN FILE => 846800ic025.dgn
NOT TO SCALE
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CURB OPENING
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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 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 GIVENA STELL 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 PERCENT,
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 = S-2"
V = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE CATCH
BASIN AT THE OUTLET = 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 12".
VI = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE INLET.
NOTED ON THE PROJECT PLANS.
H = NOTED ON THE PROJECT PLANS.
W = NOTED ON THE PROJECT PLANS.
A = THE ANGLE, IN DEGREES, NTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE AND THE
CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE 1S ATTACHED.
5. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPECIFIED.
THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN. WHERE THE
CONNECTOR PIPE IS SHOWN AT THE 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 3" PIPE EMBEDMENT, ALL AROUND WITHIN THE CATCH BASIN WALL, AND 3"
RADIUS OF ROUNDING OF STRUCTURE CONCRETE, ALL AROUND. ADJACENT TO PIPE ENDS,
A MONOLFFHIC CATCH BASIN CONNECTION SHALL BE USED TO JOIN THE CONNECTOR PIPE TO THE
CATCH BASIN WHENEVER ANGLE "A" IS LESS THAN 70 DEGREES OR GREATER THAN 110 DEGREES,
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 12"
APART. THE TOP STEP SHALL BE 7" BELOW THE TOP TO THE MANHOLE AND PROJECT 2-1/2".
ALL OTHER STEPS SHALL PROJECT 5".
7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 7' ON CENTER (MAXIMUM) ALONG THE BACKWALL.
8. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN:
3005 -- MONOLITHIC CATCH BASIN CONNECTION
3006 - CATCH BASIN REINFORCEMENT
3007 - CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR
3008 - CATCH BASIN MANHOLE FRAME AND COVER
3024 - STEEL STEP
9. DIMENSIONS SHOWN ON THIS PLAN ARE NOT EXACT EQUAL VALUES.
A OVED BY:
Su®oG�Fy7 t
No. 51152 CITY ENGINEER DATE
RICARDO SANDOVAL
* EXP. 9130109
DRAWN BY: pt7
CIVIL
ASF OF GDATE OF LAST REVISION:
0 - 3
Dist COUNTY ROUTE POST MILES ISHEET TOTAL
TOTAL PROJECT No. SHEETS
08 SBd 10 12.3/14.1 179 624
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REGISTERED CIVIL ENGINEER DATE
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RICHARD
S. BOTTCHER
09/08/11 z
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PLANS APPROVAL DATE EX 1 /13 'I
THE STA TF OF CALIFORNIA OR I TS OFFICERS p
OR AGENTS SHALL NOT BE RESPONSIBLE FOR SI CIVIL P
THE ACCURACY OR COMPLFTFNESS OF SCANNED ��E of CAL Foy;
COPIES OF THIS PLAN SHEET
PARSONS
3200 EAST GUASTI ROAD
SUITE 200
ONTARIO, CALIFORNIA 91761
CITY OF FONTANA
CURB OPENING
CATCH BASIN
STD, PLAN N0. 3004
UNIT 2232
07/10,%
SHT 2 OF 2
SANBAG
11 70 W 3RD STREET
SAN BERNARDINO, CA 92410
DRAINAU'E DETAULS
NO SCALE
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DGN FILE => 846800ic026.dgn
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07/10/06
STD. PLAN N0. 3005 SHT °I OF 2
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ITY ENGI ER DATE
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REVIEWED BY:C.f
DATE OF LAST REVISION:
USERNAME=>p0019553
DGN FILE => 846800ic026.dgn
NOT TO SCALE
CITY OF FO NTANA
MONOLITHIC CATCH
BASIN CONNECTION
07/10/06
STD. PLAN N0. 3005 SHT °I OF 2
RELATIVE BORDER SCALE
IS IN INCHES
STRUCTURAL DATE
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10
42"
7 1/2
L
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15"
4 1/4"
45"
7 3/4"
18"
4 1/2-
48"
8"
21"
5"
51"
8 1/2"
24"
5 1/4
54a'
9 a,
27"
5 1/2-
57"
9 1/4-
30"
6"
60"
9 1/2"
33"
6 1/4"
63"
10"
36"
6 1/2
66"
10 1/4 a'
39"
7"
69"
10 3/4"
72"
11"
FOR B GREATER THAN 72" SEE PROJECT PLAN
NOTES
1. REINFORCING STEEL SHALL BE 1-1/2" CLEAR FROM FACE OF CONCRETE UNLESS OTHERWISE SHOWN.
2. REINFORCING STEEL FOR INSIDE FACE OF CATCH BASIN SHALL BE CUT AT CENTER OF OPENING AND
BENT INTO WALLS OF MONOLITHIC CATCH BASIN CONNECTION. REINFORCING STEEL FOR OUTSIDE FACE
OF CATCH BASIN SHALL BE CUT 2" CLEAR OF OPENING.
3, CONNECTION SHALL BE PLACED MONOLITHIC WITH CATCH BASIN. THE ROUNDED EDGE OF OUTLET SHALL
BE CONSTRUCTED BY PLACING CONCRETE WITH THE SAME CLASS OF CONCRETE AS THE CATCH BASIN
AGAINST A CURVED FORM WITH A RADIUS OF 3".
4, CONNECTIONS SHALL BE CONSTRUCTED WHEN:
(A) PIPES INLET OR OULET THROUGH CORNER OF CATCH BASIN
(B) ANGLE A FOR PIPE THROUGH 30" IN DIAMETER IS LESS THAN 70' OR GREATER THAN 110'
5. DIMENSIONS SHOWN ON THIS PLAN ARE NOT EXACT EQUAL VALUES.
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No. 51152 70
* EXP. 9/30/07 7+c
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DATE OF LAST REVISION:
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07/10,M6
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No. 51152 CITY ENGINEER DATE FACE PLATE ASSEMBLY
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07/10ro6
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12.3/14.1
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CATCH BASIN
No. 51152 CITY ENGINEER DATE FACE PLATE ASSEMBLY
RICARDO SANDOVAL
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07/10ro6
CML
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12.3/14.1
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4.5"
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�D Qv ESS /0 AP OVED BY: CITY OF FONTANA
CATCH BASIN
No. 51152 CITY ENGINEER DATE FACE PLATE ASSEMBLY
RICARDO SANDOVAL
EXP. 9130107 AND PROTECTION BAR
*
REVIEWED BY: �Z7
07/10ro6
CML
�PgrE OF C40o��\� DATE OF LAST REVISION: STD. PLAN N0. 3007 SHT 4 OF 6
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USERNAME=>p0019553
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CAP (NPTi
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PROTECTION BAR AND SUPPORT BOLT(S) WITH
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SUPPORT BOLT AND
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6"
FACE PLATE
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* EXP. 9130107 * RICARD® SAt�IDOVAL AND PROTECTION BAR
REVIEWED BY:26
CIVIL 07/1M6
�IgPE OF C�L1E DATE OF LAST REVISION: STD, PLAN N0. 3007 SHT 5 OF 6
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SUPPORT
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RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
Dist COUNTY
I
POST MILES
SHEET
un n
Q
3.5"
TOTAL PROJECT
w w m
SHEETS
08
SBd
Q z
12.3/14.1
183
624
u w
O
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0
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1--1
REGISTERED CIVIL ENGINEER DATE e tiq,
4.5"
X
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09/08/11
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1/2- PIPE
CAP (NPTi
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PROTECTION BAR AND SUPPORT BOLT(S) WITH
FIXED STIRRUPS) -(TYPE B)
SUPPORT BOLT AND
FIXED STIRRUP (iYP.)
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W
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li
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* EXP. 9130107 * RICARD® SAt�IDOVAL AND PROTECTION BAR
REVIEWED BY:26
CIVIL 07/1M6
�IgPE OF C�L1E DATE OF LAST REVISION: STD, PLAN N0. 3007 SHT 5 OF 6
a '
d
1 1/8' HOLE
SUPPORT
BOLT
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RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
Dist COUNTY
ROUTE
POST MILES
SHEET
TOTAL
3.5"
3.5"
TOTAL PROJECT
No.
SHEETS
08
SBd
10
12.3/14.1
183
624
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09/08/11
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0
3.5"
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REGISTERED CIVIL ENGINEER DATE e tiq,
4.5"
o
5.5"
RICHARD
3.5"
S. BOTTCHER
09/08/11
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w47080
APPROVAL DATE
D,PLANS
N�� 12/31 /13
THE STA TF OF CAL IFORNIA OR/ TS OFFICERS {x Exp .
CIVIL
OR AGENTS SHALL NOT BE RESPON519L E FOR SI P
THE ACCURACY OR COMPLETENESS
OF SCANNED ��F of CAL FQ
COPIES OF THIS PLAN SHEET
PARSONS
SANBAG
3200 EAST GUASTI ROAD
11 70 W 3RD STREET
SUITE 200
SAN BERNARDINO, CA 92410
ONTARIO, CALIFORNIA 91761
2:12
0
NOTES
GENERAL
1, ALL PARTS SHALL BE STEEL, EXCEPT SET SCREWS, WHICH SHALL BE STAINLESS STEEL OR BRASS.
2. EXCLUDING SET SCREWS, ALL EXPOSED METAL PARTS SHALL BE GALVANIZED AFTER FABRICATION.
3, CURB FACE SHALL BE NOTED ON THE PROJECT PLANS.
4. CURB BATTER SHALL BE 3:12 UNLESS OTHERWISE SPECIFIED.
5. DIMENSIONS SHOWN ON THIS PLANS ARE NOT EXACT EQUAL VALUES.
FACE PLATE
6. FACE PLATE LENGTHS SHALL BE CATCH BASIN W PLUS 12" EXCEPT AS MODIFIED FOR A "CURB
OPENING CATCH BASIN AT DRIVEWAY".
7. WHEN THE LENGTH OF THE FACE PLATE IS BETWEEN 22' AND 43, TWO SECTIONS MAY BE USED.
WHEN THE LENGTH EXCEEDS 43', THREE SECTIONS MAY BE USED. SECTIONS SHALL BE SPLICED
ACCORDING TO THE APPLICABLE SPLICE DETAIL. SPLICE SHALL BE PLACED 1' FROM A SUPPORT BOLT.
8. WHERE CATCH BASINS ARE TO BE CONSTRUCTED ON CURVES, THE MAXIMUM CHORD LENGTH FOR THE
FACE PLATE SHALL BE SUCH THAT THE MAXIMUM PERPENDICULAR DISTANCE TO THE TRUE CURVE SHALL
NOT EXCEED 1". WHERE MORE THAN ONE CHORD IS REQUIRED, CHORD LENGTHS SHALL BE EQUAL.
CHORD SECTIONS SHALL BE SPLICED ACCORDING TO THE APPLICABLE SPLICE DETAIL (MODIFIED TO FIT
THE CHORD DEFLECTION) AND A SUPPORT BOLT SHALL BE PLACED V FROM THE SPLICE,
9. ROUND HEAD ANCHORS FOR THE FACE PLATE SHALL BE NELSON H -4F SHEAR CONNECTOR, KSN
WELDING SYSTEMS DIVISION SHEAR CONNECTOR OR EQUAL.
SUPPORT BOLT
10. SUPPORT BOLTS ARE REQUIRED WHEN THE LENGTH OF THE CATCH BASIN OPENING IS 7' OR GREATER,
AND SHALL BE EVENLY SPACED ACROSS THE OPENING. SPACING SHALL NOT BE LESS THAN 3'-6" ON
CENTER NOR GREATER THAN 5' ON CENTER.
STIRRUP
11, FOR TYPE A, MATERIAL SHALL BE CAST STEEL.
PROTECTION BAR
12. TYPE A SHALL BE USED UNLESS OTHERWISE SPECIFIED.
13, FOR TYPE A, THE BAR SHALL BE CUT TO FIT IN THE FIELD. WHEN "W" IS OVER 21', THE PROTECTION BAR
SHALL CONSIST OF 2 OR MORE SECTIONS. A SPECIAL CONNECTOR BETWEEN THE PROTECTION BAR PIECES
SHALL CONSIST OF A 5" LENGTH OF STANDARD 3/4" PIPE WITH STANDARD COUPLINGS FULLY THREADED
ONTO EACH END DRILLED AND TAPPED FOR A SOCKET SET SCREW AS DETAILED FOR THE DOWNSTREAM
AND END ANCHOR.
14. FOR TYPE B, THE BAR SHALL BE TWO PIECES. TWO EYE BOLTS AND A WELDED STIRRUP ON EACH
SUPPORT BOLT ARE REQUIRED.
15. NUMBER OF PROTECTION BARS AND LOCATIONS) ARE AS FOLLOWS:
MAXIMUM CURB FACE
6" 7" 8" 9f1 10" 1 1 " 1 12" 13" 1 14" 15" 16" 17" 18-
0 1 1 2* 1 3
NUMBER OF PROTECTION BAR
FOR OTHER CURB FACE OR BATTER SEE PROJECT PLANS
*TYPE A PROTECTION BAR ONLY
ROVED B CITY OF FONTANA
SANooG'��
CATCH BASIN
No. 51152 CITY ENGINEER DATE FACE PLATE ASSEMBLY
* EXP 9130107 RIcARDo SANDOVAL AND PROTECTION BAR
REVIEWED BY: ,7C>
CIVIL a7/M%
flgTF OF CAL\FRa\� DATE OF LAST REVISION: STD. PLAN NO. 3007 SHT 6 OF 6
UNIT 2232
DRAI �:Y��:E DETAIL -9-' -
NO SCALE
PROJECT NUMBER & PHASE
0:12
0
0
3.5"
3.5"
3.5"
4.5"
4.5"
5.5"
3.5"
3.5"
4.5"
4.5"
4.5"
w
1:12
0
0
3.5"
3.5"
3.5"
4.5"
4.5"
5.5"
3.5"
3.5"
4.5"
4.5"
5,5"
Z
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2:12
0
0
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3.5
tl
3.5
tl
4.5
H
4.5
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5.5
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3.5
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4.5
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4.5
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5.5
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3:12
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3.5"
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3.5"
3.5"
4.5"
4.5"
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3.5"
4.5"
4.5"
5.5"
4.5"
4.5,9
0 1 1 2* 1 3
NUMBER OF PROTECTION BAR
FOR OTHER CURB FACE OR BATTER SEE PROJECT PLANS
*TYPE A PROTECTION BAR ONLY
ROVED B CITY OF FONTANA
SANooG'��
CATCH BASIN
No. 51152 CITY ENGINEER DATE FACE PLATE ASSEMBLY
* EXP 9130107 RIcARDo SANDOVAL AND PROTECTION BAR
REVIEWED BY: ,7C>
CIVIL a7/M%
flgTF OF CAL\FRa\� DATE OF LAST REVISION: STD. PLAN NO. 3007 SHT 6 OF 6
UNIT 2232
DRAI �:Y��:E DETAIL -9-' -
NO SCALE
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COVER OPPOSTE PICK HOLE
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Lai
No. 51152 CITY ENGINEER DATE
RICARDO SANDOVAL
*
EXP. 9130107
REVIEWED 13Y:_
CIVIL
OP CA1.���DATE OF LAST REVISION:
USERNAME=>p0019553
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LOCKING DEVICE
1 16w
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1 8•
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r1 /8"R
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SAME ANGLE
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DETAIL "C"
NOT TO SCALE
CITY OF FONTANA
CATCH BASIN
MANHOLE FRAME AND COVER
STD. PLAN N0. 3008
07/10106
SHT 1 OF 2
RELATIVE BORDER SCALE
IS IN INCHES
NOTES.-
1.
OTES:
1. THE CAST IRON USED SHALL CONFORM WITH ASTM A -48M CLASS 35B,
Dist COUNTY
z
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ISHEET
TOTAL
0
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X
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08
SBd
10
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184
624
09/08/11
'S'
ROFEss10
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RICHARD
S. BOTTCHER
0-
w
47080
z
PLANS APPROVAL DATE
No.
12/31 /13
'I
z
Ex
OFFICERS P
OR AGENTS SHALL NOT BE RESRONSIBL E FOR SL CIV IL P
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THE ACCURACY OR COMPLETENESS OF
Q
COPIES OF THIS PLAN SHEET
PARSONS
SANBAG
3200 EAST GUASTI ROAD
11 70 W 3RD STREET
SUITE 200
SAN BERNARDINO, CA 92410
ONTARIO, CALIFORNIA 91761
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Lai
No. 51152 CITY ENGINEER DATE
RICARDO SANDOVAL
*
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REVIEWED 13Y:_
CIVIL
OP CA1.���DATE OF LAST REVISION:
USERNAME=>p0019553
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LOCKING DEVICE
1 16w
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3 16" 5/8".111 1A21
1 8•
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r-1
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N
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OPENING °
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CITY OF FONTANA
CATCH BASIN
MANHOLE FRAME AND COVER
STD. PLAN N0. 3008
07/10106
SHT 1 OF 2
RELATIVE BORDER SCALE
IS IN INCHES
NOTES.-
1.
OTES:
1. THE CAST IRON USED SHALL CONFORM WITH ASTM A -48M CLASS 35B,
Dist COUNTY
ROUTE
POST MILES
ISHEET
TOTAL
TOTAL PROJECT
No.
SHEETS
08
SBd
10
12.3/14.1
184
624
09/08/11
'S'
ROFEss10
REGISTERED CIVIL ENGINEER DATE e tiq,
RICHARD
S. BOTTCHER
09/08/11
w
47080
z
PLANS APPROVAL DATE
No.
12/31 /13
'I
THE STA TF OF CALIFORNIA ORI TS
Ex
OFFICERS P
OR AGENTS SHALL NOT BE RESRONSIBL E FOR SL CIV IL P
�nF
THE ACCURACY OR COMPLETENESS OF
SCANNED of ( AL FQ
COPIES OF THIS PLAN SHEET
PARSONS
SANBAG
3200 EAST GUASTI ROAD
11 70 W 3RD STREET
SUITE 200
SAN BERNARDINO, CA 92410
ONTARIO, CALIFORNIA 91761
2. THE FRAME AND COVER SHALL BE COATED WITH ASPHALTUM OR BITAMINOUS PAINT
AFTER TESTING AND INSPECTION.
3. FOUNDRY IDENTIFYING MARK, HEAT AND DATE SHALL BE CAST ON THE BOTTOM OF
THE COVER AND ON THE INSIDE OF THE FRAME.
4. IMPORTED COVERS AND FRAMES SHALL HAVE THE COUNTRY OF ORIGIN MARKING IN
COMPLIANCE WITH FEDERAL REGULATIONS.
5. WEIGHT OF FRAME SHALL BE 30 POUNDS. WEIGHT OF COVER SHALL BE 85 POUNDS.
ACTUAL WEIGHTS SHALL BE WITHIN A RANGE OF 95% TO 110%.
6. THE MANHOLE FRAME AND COVER SHALL BE INSPECTED BY THE ENGINEER PRIOR TO
SHIPMENT TO THE JOB SITE. ACCEPTANCE WILL BE INDICATED BY THE AGENCY'S MARK.
7. THE PROOF—LOAD FOR TEST METHOD B OF THE STANDARD SPECIFICATIONS IS
28,600 POUNDS.
8. DIMENSIONS SHOWN ON THIS PLAN ARE NOT EXACT EQUAL VALUES.
�® QSaFESS/pNq! APP VED BY:
a SgN�aL
No. 51152 CITY ENGINEER DATE
RICARDO SANDOVAL
� EXP. 9/34107
REVIEWED BY: 14
CIVIL
CAO0���� DATE OF LAST REVISION.,
0 - -
CITY OF FONTANA
CATCH BASIN
MANHOLE FRAME AND COVER
STD. PLAN NO. 3008
UNIT 2232
04/07/06
SHT 2 OF 2
D R A I 'r -M" A U E DETAILS
NO SCALE
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1. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 2'-10 1/2" FOR PAVED
STREETS OR 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 48" OR LESS, CENTER OF SHAFT MAY BE ' LOCATE PER NOTE 2.
2. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF STORM DRAIN WHEN DIAMETER
Di IS 48" OR LESS, IN WHICH CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45' WITH
CENTER LINE AND OMIT J BARS.
3. L AND P SHALL HAVE THE FOLLOWING VALUES UNLESS OTHERWISE SHOWN ON THE PROJECT DRAWINGS:
A. Dz = 96" OR LESS, L=5'-6", P=5"
B. Dz OVER 96", L=6' --O", P=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 6" OC.
4. NOT USED
5. REINFORCEMENT SHALL CONFORM TO ASTM A 615, GRADE 40, AND SHALL TERMINATE 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 WAY BE PLACED AT THE 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 TABLE SHT. 2,
9. D BARS SHALL BE #4 FOR D2 = 39" OR LESS, #5 FOR D2 = 42" TO 84" INCLUSIVE AND #6 FOR
D2 = 90" OR OVER.
10. CENTER LINE OF INLET PIPE SHALL INTERSECT INSIDE FACE OF CONE AT SPRING LINE UNLESS OTHERWISE
SHOWN.
11. STEPS SHALL CONFORM TO STANDARD PLAN 3024. UNLESS OTHERWISE SHOWN, STEPS SHALL BE
UNIFORMLY SPACED 14" TO 15" OC. THE LOWEST STEP SHALL NOT BE MORE THAN 24" ABOVE THE INVERT.
12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE:
A. MAINLINE = 36" INSIDE DIAMETER OR LARGER, EXCEPT IF THE MAIN LINE RCP DOWNSTREAM OF
MANHOLE IS 36" TO 42" INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 33" OR LESS
STANDARD PLAN 3014 SHALL BE USED.
B. THE OUTSIDE DIAMETER OF THE LATERAL MUST BE LESS THAN OR EQUAL TO 1/2 THE INSIDE
DIAMETER OF THE MAIN LINE. IF THE UPSTREAM AND DOWNSTREAM DIAMETERS OF THE MANHOLE
ARE NOT THE SAME, THE GOVERNING INSIDE DIAMETER OF THE MAIN LINE SHALL BE CONSIDERED
TO BE THAT WHERE THE EXTENDED CENTER LINE OF THE LATERAL ENTERS THE MANHOLE.
C. IN NO INSTANCE SHALL THE INSIDE DIAMETER OF THE LATERAL TO THE MANHOLE BE GREATER
THAN 30".
BORDER LAST REVISED 7/2/2010
USERNAME=>p0019553
DGN FILE => 846800ic032.dgn
CITY OF FONTANA
MANHOLE PIPE
TO PIPE MAINLINE
(ID=3611 OR LARGER)
07/10106
STD. PLAN N0. 3012 I SHT 3 OF 4
13. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 3019 UNLESS OTHERWISE SHOWN.
14. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 3014 UNLESS OTHERWISE SHOWN,
15. NOT USED.
16. NOT USED.
17. NOT USED.
18. DIMENSIONS SHOWN ON THIS PLAN ARE NOT EXACT EQUAL VALUES.
RELATIVE BORDER SCALE
IS IN INCHES
THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN:
3014 MANHOLE SHAFT — WITH ECCENTRIC REDUCER
3019 24" MANHOLE FRAME AND COVER
3024 STEEL STEP
0 2 3
:2
CITY OF FONTANA
MANHOLE PIPE
TO PIPE MAINLINE
(ID=3611 OR LARGER)
07/I0/06
STD. PLAN N0. 301 SHT 4 OF 4
UNIT 2232
Dist COUNTY ROUTE POST MILES �SHEET�TOTAL
TOTAL PROJECT No. SHEETS
08 SBd 10 12.3/14.1 186 624
09/08/11 ROFEsslO
REGISTERED CIVIL ENGINEER DATE e tiq,
09/08/11
PLANS APPROVAL DATE
THE STA TF OF CAL If ORNIA OR I TS OFFICERS
OR AGENTS SHALL NOT BE RESRONSIBL E FOR
THE ACCURACY OR COMRL FTFNESS OF SCANNFO
COPIES OF THIS PLAN SHEET
PARSONS
3200 EAST GUASTI ROAD
SUITE 200
ONTARIO, CALIFORNIA 91761
DRAINAUE
RICHARD
S. BOTTCHER
z
w No. 47080
Exp 12/31 /13�'
SI CIVIL P
ATE OF CAL IFQ
SANBAG
11 70 W 3RD STREET
SAN BERNARDINO, CA 92410
NO SCALE
PROJECT NUMBER & PHASE
DD -32
0800000744
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w
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00
3" R
T
EDGES TO BE
ROUNDED TO 3" R
T
+A
R=1 D OF SPUR f
ALL STEEL REINF.
#4 @ 4" OC.
PLAN
M (SHAFT NOT SHOWN)
MANHOLE FRAME
AND COVER PER
STD PLAN 3019
24" 4
MANHOLE SHAFT PER
STD. PLAN 3014
5"
jC
DETAIL "N" PLAN
(RINGS & COVER NOT SHOWN)
SEE NOTE 1
CONCRETE RINGS PER
STD. PLAN 3014—\
OMIT THIS STEP
IN PAVED STREETS -- \
5"x2" PIPE SEAT
3,-6" T
5" I ROUND EDGES
OF INLETS
�INLET ELEVATION
APPLIES AT THIS POINT
ROUND EDGES
SECTION A --A
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3" R
STREET GRADE
5"x1"
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7"
SECTION C—C
TABLE OF VALUES FOR M (SEE NOTE 1)
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UNPAVED STREET
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MAX.
MIN.
5"x2" PIPE SEAT
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5" I ROUND EDGES
OF INLETS
�INLET ELEVATION
APPLIES AT THIS POINT
ROUND EDGES
SECTION A --A
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SECTION C—C
TABLE OF VALUES FOR M (SEE NOTE 1)
SECTION
PAVED STREET
UNPAVED STREET
MAX.
MIN,
MAX.
MIN.
A -A
w
2'- 10 1/2"
No. 51152
3' -6f#
C -C
11"
8 1/2"
16"
15"
`^-1
GRADE POINTS.
_+2T-8" SEE NOTE 5
4"
SECTION B—B
BORDER LAST REVISED 7/2/2010
OVEN Y:
N OT TO SCALE
CITY OF FONTANA
CITY ENGINEER DATE (ONE OR BOTH MAIN LINE
RICARDO SANDOVAL
REVIEWED BY: ID'S 33" OR SMALLER)
07/20/06
DATE OF LAST REVISION: I STD. PLAN N0. 3013 SHT 'I OF 3
USERNAME=>p0019553
DGN FILE => 846800ic033.dgn
NOTES
1. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 2'-10 1/2" FOR
PAVED STREETS OR 3'-6" FOR UNPAVED STREETS, CONSTRUCT SHAFT PER SECTION C -C AND
DETAIL "N". DEPTH M MAY BE REDUCED TO AN ABSOLUTE LIMIT OF 6" WHEN LARGER VALUES OF
M WOULD REDUCE H IN SECTION C -C TO 3'-6" OR LESS.
2. H (IN SECTION A -A AND B -B) SHALL NOT BE LESS THAN 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 4'--0" UNLESS OTHERWISE SHOWN. L MAY BE INCREASED 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 8" FOR VALUES OF H UP TO AND INCLUDING 8'-0" AND 10" FOR VALUES OF H
OVER 8'-0".
5. STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT CENTER LINE OF SHAFT.
ELEVATIONS ARE SHOWN AT THE CENTER LINE OF SHAFT AND REFER TO THE PROLONGED INVERT GRADE
LINES. SEE NOTE 3.
6. REINFORCEMENT SHALL CONFORM TO ASTM A 615, GRADE 40 AND SHALL TERMINATE 1 1/2" CLEAR OF
CONCRETE SURFACES 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 THE SPRING LINE.
g. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL NOT
BE LESS THAN 8".
10. STEPS SHALL CONFORM TO STANDARD PLAN 3 0 2 4 °UNLESS OTHERWISE SHOWN, STEPS SHALL
BE UNIFORMLY SPACED 14" TO 15" OC. THE LOWEST STEP SHALL NOT BE MORE THAN 24" ABOVE
THE LEDGE AT THE SIDE OF THE MANHOLE.
11. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE:
A. MAIN LINE = 33" INSIDE DIAMETER OR LESS. (EXCEPTION - IF THE MAIN LINE RCP DOWNSTREAM
OF THE MANHOLE IS 36" TO 42" INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM 1S 33"
OR LESS.
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 8" THICK TOP OF THE MANHOLE CHAMBER, MEASURED VERTICALLY FROM THE END OF THE
RCP, SHALL BE A MINIMUM OF 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:
1. PROVIDE A SPECIAL STRUCTURE.
2. PROVIDE TWO STANDARD STRUCTURE CONSISTING OF THIS MANHOLE PLACED UPSTREAM OR
DOWNSTREAM FROM THE APPLICA JUNCTION STRUCTURE OR TRANSITION STRUCTURE.
�D QPpFESS/pyo! Ap ROVED BY CITY OF FONTANA
/o, cg MANHOLE PIPE TO PIPE
No. 51152 CITY ENGINEER DATE
RICARDO SANDOVAL (ONE OR BOTH MAIN LINE
*
EXP. 9/30/07 * REVIEWED BY: VL, ID'S 33" OR SMALLER)
07,10/06
OF
CIVIL
v`CA LIF°DATE OF LAST REVISION: STD. PLAN N0. 3013 SHT 2 OF 3
RELATIVE BORDER SCALE
IS IN INCHES
0 - 3
Dist COUNTY
I
POST MILES
oQvfESS /0
TOTAL
TOTAL PROJECT
No.
w
08
No. 51152
10
~
187
* EXP. 9130107
-
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CIVIL
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PLANS APPROVAL DATE
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No.
12/31 /13
' 'I
II
n
II
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L.L
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EX
OFFICERS p
OR AGENTS SHALL NOT BE RESPONSIBLE FOR SL CIVIL P
��F
n z N
II L 0
W
COPIES OF THIS PLAN SHEET
Jj ~
a •- c
SANBAG
3200 EAST GUASTI ROAD
V) 0 0 -
11 70 W 3RD STREET
SUITE 200
BORDER LAST REVISED 7/2/2010
OVEN Y:
N OT TO SCALE
CITY OF FONTANA
CITY ENGINEER DATE (ONE OR BOTH MAIN LINE
RICARDO SANDOVAL
REVIEWED BY: ID'S 33" OR SMALLER)
07/20/06
DATE OF LAST REVISION: I STD. PLAN N0. 3013 SHT 'I OF 3
USERNAME=>p0019553
DGN FILE => 846800ic033.dgn
NOTES
1. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 2'-10 1/2" FOR
PAVED STREETS OR 3'-6" FOR UNPAVED STREETS, CONSTRUCT SHAFT PER SECTION C -C AND
DETAIL "N". DEPTH M MAY BE REDUCED TO AN ABSOLUTE LIMIT OF 6" WHEN LARGER VALUES OF
M WOULD REDUCE H IN SECTION C -C TO 3'-6" OR LESS.
2. H (IN SECTION A -A AND B -B) SHALL NOT BE LESS THAN 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 4'--0" UNLESS OTHERWISE SHOWN. L MAY BE INCREASED 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 8" FOR VALUES OF H UP TO AND INCLUDING 8'-0" AND 10" FOR VALUES OF H
OVER 8'-0".
5. STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT CENTER LINE OF SHAFT.
ELEVATIONS ARE SHOWN AT THE CENTER LINE OF SHAFT AND REFER TO THE PROLONGED INVERT GRADE
LINES. SEE NOTE 3.
6. REINFORCEMENT SHALL CONFORM TO ASTM A 615, GRADE 40 AND SHALL TERMINATE 1 1/2" CLEAR OF
CONCRETE SURFACES 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 THE SPRING LINE.
g. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL NOT
BE LESS THAN 8".
10. STEPS SHALL CONFORM TO STANDARD PLAN 3 0 2 4 °UNLESS OTHERWISE SHOWN, STEPS SHALL
BE UNIFORMLY SPACED 14" TO 15" OC. THE LOWEST STEP SHALL NOT BE MORE THAN 24" ABOVE
THE LEDGE AT THE SIDE OF THE MANHOLE.
11. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE:
A. MAIN LINE = 33" INSIDE DIAMETER OR LESS. (EXCEPTION - IF THE MAIN LINE RCP DOWNSTREAM
OF THE MANHOLE IS 36" TO 42" INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM 1S 33"
OR LESS.
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 8" THICK TOP OF THE MANHOLE CHAMBER, MEASURED VERTICALLY FROM THE END OF THE
RCP, SHALL BE A MINIMUM OF 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:
1. PROVIDE A SPECIAL STRUCTURE.
2. PROVIDE TWO STANDARD STRUCTURE CONSISTING OF THIS MANHOLE PLACED UPSTREAM OR
DOWNSTREAM FROM THE APPLICA JUNCTION STRUCTURE OR TRANSITION STRUCTURE.
�D QPpFESS/pyo! Ap ROVED BY CITY OF FONTANA
/o, cg MANHOLE PIPE TO PIPE
No. 51152 CITY ENGINEER DATE
RICARDO SANDOVAL (ONE OR BOTH MAIN LINE
*
EXP. 9/30/07 * REVIEWED BY: VL, ID'S 33" OR SMALLER)
07,10/06
OF
CIVIL
v`CA LIF°DATE OF LAST REVISION: STD. PLAN N0. 3013 SHT 2 OF 3
RELATIVE BORDER SCALE
IS IN INCHES
0 - 3
Dist COUNTY
ROUTE
POST MILES
ISHEET
TOTAL
TOTAL PROJECT
No.
SHEETS
08
SBd
10
12.3/14.1
187
624
-
� 09/08/11
'�
�������°tiq
REGISTERED CIVIL ENGINEER DATE
RICHARD
S. BOTTCHER
09/08/11
47080
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m
PLANS APPROVAL DATE
L13
CX'-
No.
12/31 /13
' 'I
THE STA TF OF CALIFORNIA OR I TS
EX
OFFICERS p
OR AGENTS SHALL NOT BE RESPONSIBLE FOR SL CIVIL P
��F
THE ACCURACY OR COMPLETENESS OF
SCANNED of CAL
COPIES OF THIS PLAN SHEET
PARSONS
SANBAG
3200 EAST GUASTI ROAD
11 70 W 3RD STREET
SUITE 200
SAN BERNARDINO, CA 92410
ONTARIO, CALIFORNIA 91761
12. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 3019 UNLESS OTHERWISE SHOWN.
13. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 3014 UNLESS OTHERWISE SHOWN.
14. NOT USED
15. NOT USED.
16. DIMENSIONS SHOWN ON THIS PLAN ARE NOT EXACT EQUAL VALUES.
THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN:
3014 MANHOLE SHAFT — WITH ECCENTRIC REDUCER
3019 MANHOLE FRAME AND COVER
3024 STEEL STEP
�D 4?,OF ESS N14�
��
U9/30107
rF
UNIT 2232
OVED B CITY OF FONTANA
��• Q& MANHOLE PIPE TO PIPE
CITY ENGINEER DATE
RICARDO SANDOVAL SONE OR BOTH MAIN LINE
REVIEWED BY: 0(1 ID'S 33" OR SMALLER)
07/10/06
DATE OF LAST REVISION: STD. PLAN N0. 3013 SHT 3 OF 3
N" A
DRAI' E DETAILS
NO SCALE
PROJECT NUMBER & PHASE
DD -33
0800000744
N
x
x
Cr
Lu
MANHOLE FRAME -
AND COVER PER
STD PLAN 3019
3 1
FINISH GRADE OR
SPECIFIED ELEVATION
COLLAR, CLASS C MORTAR—
STD. CONCRETE RINGS 3", -
6" OR 16" IN THICKNESS,
SEE NOTE 5
—WHEN POSSPLE USE
4 2 1/2 RINGS OR
EQUIVALENT 18„ MAXIMUM
—SEE RING SECTION
FOR JOINT DETAILS
__#2 COILS,
7 REQUIRED
--#2 TIE BARS,
4 REQUIRED
co
VARIABLE LENGTH PRECAST CONCRETE
SECTIONS. 6" MIN THICKNESS FOR
PLAIN CONCRETE. 4" MIN. THICKNESS
FOR REINFORCED CONCRETE
'36" SPECIAL MH RCP WITH
A CIRCULAR CAGE AND
1000D MINIMUM
ANY STANDARD
PIPE END
5"x 2" PIPE SEAT,
CLASS C MORTAR
VERTICAL SECTION OF
REINFORCED CONCRETE
ECCENTRIC MANHOLE SHAFT
�®ywV Essio�r f
Lai
No. 51152
EXP. 9130107 �r
CIVIL
�lglE QfCA
z
POST MILES
om
TOTAL
0
w
m
No.
SHEETS
wpm
o
�
Q�
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188
J z
W
Q
DU
�
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MANHOLE FRAME -
AND COVER PER
STD PLAN 3019
3 1
FINISH GRADE OR
SPECIFIED ELEVATION
COLLAR, CLASS C MORTAR—
STD. CONCRETE RINGS 3", -
6" OR 16" IN THICKNESS,
SEE NOTE 5
—WHEN POSSPLE USE
4 2 1/2 RINGS OR
EQUIVALENT 18„ MAXIMUM
—SEE RING SECTION
FOR JOINT DETAILS
__#2 COILS,
7 REQUIRED
--#2 TIE BARS,
4 REQUIRED
co
VARIABLE LENGTH PRECAST CONCRETE
SECTIONS. 6" MIN THICKNESS FOR
PLAIN CONCRETE. 4" MIN. THICKNESS
FOR REINFORCED CONCRETE
'36" SPECIAL MH RCP WITH
A CIRCULAR CAGE AND
1000D MINIMUM
ANY STANDARD
PIPE END
5"x 2" PIPE SEAT,
CLASS C MORTAR
VERTICAL SECTION OF
REINFORCED CONCRETE
ECCENTRIC MANHOLE SHAFT
�®ywV Essio�r f
Lai
No. 51152
EXP. 9130107 �r
CIVIL
�lglE QfCA
z
POST MILES
ISHEET
TOTAL
0
TOTAL PROJECT
No.
SHEETS
wpm
o
�
x
12.3/14.1
188
624
Q
'S'
ROFEss10
v
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0
S. BOTTCHER
09/08/11z
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47080
0
X
PLANS APPROVAL DATE
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No.
12/31 /13
F
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THE STA TE OF CAL IFORNIA OR I TS
EX
OFFICERS P
OR AGENTS SHALL NOT BE RESRONSIBL E FOR SI CIVIL P
�nF
�
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U
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ONTARIO, CALIFORNIA 91761
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0
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L
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a
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0
MANHOLE FRAME -
AND COVER PER
STD PLAN 3019
3 1
FINISH GRADE OR
SPECIFIED ELEVATION
COLLAR, CLASS C MORTAR—
STD. CONCRETE RINGS 3", -
6" OR 16" IN THICKNESS,
SEE NOTE 5
—WHEN POSSPLE USE
4 2 1/2 RINGS OR
EQUIVALENT 18„ MAXIMUM
—SEE RING SECTION
FOR JOINT DETAILS
__#2 COILS,
7 REQUIRED
--#2 TIE BARS,
4 REQUIRED
co
VARIABLE LENGTH PRECAST CONCRETE
SECTIONS. 6" MIN THICKNESS FOR
PLAIN CONCRETE. 4" MIN. THICKNESS
FOR REINFORCED CONCRETE
'36" SPECIAL MH RCP WITH
A CIRCULAR CAGE AND
1000D MINIMUM
ANY STANDARD
PIPE END
5"x 2" PIPE SEAT,
CLASS C MORTAR
VERTICAL SECTION OF
REINFORCED CONCRETE
ECCENTRIC MANHOLE SHAFT
�®ywV Essio�r f
Lai
No. 51152
EXP. 9130107 �r
CIVIL
�lglE QfCA
BORDER LAST REVISED 7/2/2010
5 3/4-
2 1/8-
1 / " 1 5/8"
co
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co
M
—4/4
MANHOLE FRAME
AND COVER PER
STD PLAN 3019
II
N
ECCENTRIC
PRECAST
COCNRETE
CONE
VERTICAL SECTION
OF PLAIN CONCRETE
ECCENTRIC MANHOLE SHAFT
r
N
INSIDE DIAMETER 24"
2 1/2" RINGS SHALL BE REINFORCED WITH TWO
i
1/4„ ROUND STEEL HOOPS: 6" AND 8" RINGS
1 1/4" SHALL. BE REINFORCED WITH FOUR HOOPS, TIED
WITH NO. 14 GAGE WIRE S" OC.
.. 21 2" 134"
CROSS SECTION OF
REINFORCED CONCRETE RING
CITY ENGrNEER DATI
RICARDO SANDOVAL
REVIEWED BY. l ,
REVISION NUMBER:
USERNAME=>p0019553
DGN FILE => 846800ic034.dgn
CITY OF'FONTANA
MANHOLE SHAFT WITH
ECCENTRIC REDUCER
07JIOM
STD. PLAN NO. 3014 SHT I OF 2
RELATIVE BORDER SCALE
IS IN INCHES
NOTES
1. UNLESS OTHERWISE INDICATED THIS STRUCTURE SHALL CONFORM TO ASTM C 478 AND
ALL CONCRETE SHALL BE PER SSPWC.
2. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 3019.
Dist COUNTY
ROUTE
POST MILES
ISHEET
TOTAL
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THE STA TE OF CAL IFORNIA OR I TS
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MANHOLE FRAME
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COCNRETE
CONE
VERTICAL SECTION
OF PLAIN CONCRETE
ECCENTRIC MANHOLE SHAFT
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INSIDE DIAMETER 24"
2 1/2" RINGS SHALL BE REINFORCED WITH TWO
i
1/4„ ROUND STEEL HOOPS: 6" AND 8" RINGS
1 1/4" SHALL. BE REINFORCED WITH FOUR HOOPS, TIED
WITH NO. 14 GAGE WIRE S" OC.
.. 21 2" 134"
CROSS SECTION OF
REINFORCED CONCRETE RING
CITY ENGrNEER DATI
RICARDO SANDOVAL
REVIEWED BY. l ,
REVISION NUMBER:
USERNAME=>p0019553
DGN FILE => 846800ic034.dgn
CITY OF'FONTANA
MANHOLE SHAFT WITH
ECCENTRIC REDUCER
07JIOM
STD. PLAN NO. 3014 SHT I OF 2
RELATIVE BORDER SCALE
IS IN INCHES
NOTES
1. UNLESS OTHERWISE INDICATED THIS STRUCTURE SHALL CONFORM TO ASTM C 478 AND
ALL CONCRETE SHALL BE PER SSPWC.
2. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 3019.
Dist COUNTY
ROUTE
POST MILES
ISHEET
TOTAL
TOTAL PROJECT
No.
SHEETS
08
SBd
10
12.3/14.1
188
624
09/08/11
'S'
ROFEss10
REGISTERED CIVIL ENGINEER DATE e tiq,
RICHARD
S. BOTTCHER
09/08/11z
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47080
--"l I
PLANS APPROVAL DATE
No.
12/31 /13
F
'
THE STA TE OF CAL IFORNIA OR I TS
EX
OFFICERS P
OR AGENTS SHALL NOT BE RESRONSIBL E FOR SI CIVIL P
�nF
THE ACCURACY OR COMRLETFNESS OF
SCANNED of CALIF°��
COPIES OF THIS PLAN SHEET
PARSONS
SANBAG
3200 EAST GUASTI ROAD
1170 W 3RD STREET
SUITE 200
SAN BERNARDINO, CA 92410
ONTARIO, CALIFORNIA 91761
3. ALL JOINTS SHALL BE SEALED BY FILLING THE ANNULAR SPACES WITH CLASS C MORTAR.
WITH CLASS C MORTAR. THE INSIDE OF THE SHAFT AT EACH JOINT SHALL BE WIPED CLEAN
OF EXCESS MORTAR.
4. PROTECTIVE PLASTIC LINER (T LOCK) OR ENGINEER—APPROVED COATINGS WHERE REQUIRED
BY THE PROJECT DRAWINGS SHALL BE IN ACCORDANCE WITH SSPWC AND THE MANUFACTURER'S
DIRECTIONS.
5. STEPS SHALL CONFORM TO STANDARD PLAN 3024. THE TOP STEP SHALL BE PLACED
DIRECTLY BENEATH THE MANHOLE FRAME. UNLESS OTHERWISE SHOWN. STEPS SHALL BE
SPACED 14" TO 15" OC.
G. THE ECCENTRIC MANHOLE SHAFT REDUCER AND RINGS MAY BE PLAIN CONCRTETE.
FOR PLAIN CONCRETE SECTIONS THE MINIMUM THICKNESS SHALL BE 6".
7. THE PRECAST CONCRETE MANHOLE STRUCTURES WILL BE INSPECTED BY THE ENGINEER WHO
WILL INDICATE ACCEPTANCE FOR SHIPMENT TO THE JOB BY MARKING THE STRUCTURE WITH
THE AGENCY'S STAMP.
8. THE VERTICAL SIDES OF THE MANHOLE SHAFT AND THE ECCENTRIC REDUCER SHALL BE
LOCATED ABOVE AND IN LINE WITH THE SIDE OF THE STORM DRAIN CONDUIT.
9. DIMENSIONS SHOWN ON THIS PLAN ARE NOT EXACT EQUAL VALUES.
THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN:
3019 24" MANHOLE FRAME AND COVER
3024 STEEL STEP
�o �FESS /0'
No, 51152
EXP.9/30107
CIVIL
�
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XPPROVED B
CITY ENGINEER DATE
RICARDO SANDOVAL
REVIEWED BY'
REVISION NUMBER:
0 - 3
CITY OF FONTANA
MANHOLE SHAFT WITH
ECCENTRIC REDUCER
STD. PLAN NO. 3014
UNIT 2232
07/I6/66
SHT 2 OF 2
DRAA INAUE DETAULS
NO SCALE
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STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
PROMULGATED BY THE
URB OPENING CATCH BASIN
STRUCTURAL DATA
PUBLIC WORKS STANDARDS, INC.,
GREENBO 1 Q COMMITTEE
,984
WITH MANHOLE IN STREET
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TOTAL PROJECT
WALL AND SLAB DIMENSIONS
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WALL
WALL
SLAB
WALL
PLANS APPROVAL DATE
3.5' (1.0 m)
8' (2.4 m)
B' (150 mm)
6' (150 mm)
OR AGENTS SHALL NOT BE RESPONSIBLE
FOR SI P
THE ACCURACY OR COMPLETENESS OF SCANNED �oF of CAL Fo��
COPIES OF THIS PLAN SHEET
(3 .
(75 mC71
5" (200 mm)
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14' (4,0 m)
12' (3.5 m) 8' (200 mm)
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4 (1.2 m) 8' (150 mm)
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12' (3.5 m) 8' (2013 mm)
FOR Wa 28'(9 m). V a 12'(3.5 m) OR B a 4'(1.2 m) SEE PLANS
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STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
PROMULGATED BY THE
URB OPENING CATCH BASIN
STANDARD PLAN
PUBLIC WORKS STANDARDS, INC.,
GREENBO 1 Q COMMITTEE
,984
WITH MANHOLE IN STREET
LUSE
307-3
TOTAL PROJECT
SHEET 2 OF 2
SHEETS
REV. 1992, 1996. 2009
SBd
SHEET 1 OF 2
WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
BORDER LAST REVISED 7/2/2010
USERNAME=>p0019553
DGN FILE => 846800ic035.dgn
AInTCC`.
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 1" (25 mm) 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, FLOOR OF MANHOLE CHAMBER
SHALL HAVE A LONGITUDINAL AND LATERAL SLOPE OF 1:12 MINIMUM AND 1:3 MAXIMUM SLOPE
FLOOR FROM ALL DIRECTIONS TO THE OUTLET.
4. CATCH BASIN SHALL BE CASE A UNLESS OTHERWISE SPECIFIED.
5. DIMENSIONS:
W = 7' (2 m)
B = 20" (500 mm)
Y = 24" (600 mm )
V = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
THE CATCH BASIN AT THE OUTLET = 4.5' (3.5 m).
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.
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.
6. 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 3" (80 mm) PIPE EMBEDMENT, ALL AROUND, WITHIN
THE CATCH BASIN WALL, AND 3 (75 mm) 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.
7. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS,
THEY SHALL BE LOCATED ON THE FRONT WALL OF THE MANHOLE CHAMBER OR THE DOWNSTREAM
WALL OF THE MANHOLE CHAMBER AND THE MANHOLE MOVED DOWNSTREAM 12" (300 mm). STEPS
SHALL BE SPACED 12" (300 mm) APART. THE TDP STEP SHALL BE 7" (175 mm) BELOW THE TOP
OF THE MANHOLE AND PROJECT 2-1/2" (65 mm). ALL OTHER STEPS SHALL PROJECT 5 (130 mm).
8. DOWELS ARE REQUIRED AT EACH CORNER AND AT 7' (2.1 m) ON CENTER (MAXIMUM) ALONG THE
BACKWALL.
9. THE FOLLOWING SPPWC ARE INCORPORATED HEREIN:
308 MONOLITHIC CATCH BASIN CONNECTION
309 CATCH BASIN REINFORCEMENT
310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR
630 24" (610 mm) MANHOLE FRAME AND COVER
635 STEEL STEP
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
STANDARD PLAN
POST MILES
307�3
I
CURB OPENING CATCH BASIN WITH MANHOLE IN STREET
TOTAL PROJECT
SHEET 2 OF 2
SHEETS
08
SBd
L.�
12.3/14.1
1 89
624
O
'S'
ROFEss10
REGISTERED CIVIL ENGINEER DATE
RICHARD
S. BOTTCHER
Z
47080
M
LLJ
PLANS APPROVAL DATE
D No.
12/31 /13
THE STA TE OF CAL IFORNIA OR I TS
� Exp �
OFFICERS
CIVIL
OR AGENTS SHALL NOT BE RESPONSIBLE
FOR SI P
THE ACCURACY OR COMPLETENESS OF SCANNED �oF of CAL Fo��
COPIES OF THIS PLAN SHEET
PARSONS
SANBAG
3200 EAST GUASTI ROAD
11 70 W 3RD STREET
SUITE 200
SAN BERNARDINO, CA 92410
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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 1" (25 mm) 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, FLOOR OF MANHOLE CHAMBER
SHALL HAVE A LONGITUDINAL AND LATERAL SLOPE OF 1:12 MINIMUM AND 1:3 MAXIMUM SLOPE
FLOOR FROM ALL DIRECTIONS TO THE OUTLET.
4. CATCH BASIN SHALL BE CASE A UNLESS OTHERWISE SPECIFIED.
5. DIMENSIONS:
W = 7' (2 m)
B = 20" (500 mm)
Y = 24" (600 mm )
V = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
THE CATCH BASIN AT THE OUTLET = 4.5' (3.5 m).
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.
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.
6. 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 3" (80 mm) PIPE EMBEDMENT, ALL AROUND, WITHIN
THE CATCH BASIN WALL, AND 3 (75 mm) 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.
7. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS,
THEY SHALL BE LOCATED ON THE FRONT WALL OF THE MANHOLE CHAMBER OR THE DOWNSTREAM
WALL OF THE MANHOLE CHAMBER AND THE MANHOLE MOVED DOWNSTREAM 12" (300 mm). STEPS
SHALL BE SPACED 12" (300 mm) APART. THE TDP STEP SHALL BE 7" (175 mm) BELOW THE TOP
OF THE MANHOLE AND PROJECT 2-1/2" (65 mm). ALL OTHER STEPS SHALL PROJECT 5 (130 mm).
8. DOWELS ARE REQUIRED AT EACH CORNER AND AT 7' (2.1 m) ON CENTER (MAXIMUM) ALONG THE
BACKWALL.
9. THE FOLLOWING SPPWC ARE INCORPORATED HEREIN:
308 MONOLITHIC CATCH BASIN CONNECTION
309 CATCH BASIN REINFORCEMENT
310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR
630 24" (610 mm) MANHOLE FRAME AND COVER
635 STEEL STEP
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
STANDARD PLAN
POST MILES
307�3
I
CURB OPENING CATCH BASIN WITH MANHOLE IN STREET
TOTAL PROJECT
SHEET 2 OF 2
RELATIVE BORDER SCALE
IS IN INCHES
0 2 3
UNIT 2232
Dist COUNTY
ROUTE
POST MILES
ISHEET
TOTAL
TOTAL PROJECT
No.
SHEETS
08
SBd
10
12.3/14.1
1 89
624
09/08/11
'S'
ROFEss10
REGISTERED CIVIL ENGINEER DATE
RICHARD
S. BOTTCHER
09/08/11
47080
M
PLANS APPROVAL DATE
D No.
12/31 /13
THE STA TE OF CAL IFORNIA OR I TS
� Exp �
OFFICERS
CIVIL
OR AGENTS SHALL NOT BE RESPONSIBLE
FOR SI P
THE ACCURACY OR COMPLETENESS OF SCANNED �oF of CAL Fo��
COPIES OF THIS PLAN SHEET
PARSONS
SANBAG
3200 EAST GUASTI ROAD
11 70 W 3RD STREET
SUITE 200
SAN BERNARDINO, CA 92410
ONTARIO, CALIFORNIA 91761
DRAI'lh4"AGE DETAILS
NO SCALE
PROJECT NUMBER & PHASE
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LIFTING SLOT
F SPEC' D
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59
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IF SPE
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a/ -r LOJ
BOTTOM OF COVER
J/ -t
SECTION A -A
55/32"
n
" 5 /32"
3/16 3/4 "
1 3/8" 27 3/8p
1 1/2
cn
4" r 24"
4 1/4" 32 1/2"
FRAME DETAIL SECTION THRU FRAME
�o Q�oF ass
No. 51152 �
* EXP, 9130107
Lip CIVIL
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OR AGENTS SHALL NOT BE RESRONSIBL E FOR SL CIV IL P
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THE ACCURACY OR COMPLETENESS OF
SCANNED of ( AL FQ
COPIES OF THIS PLAN SHEET
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11 70 W 3RD STREET
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ONTARIO, CALIFORNIA 91761
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J/ -t
SECTION A -A
55/32"
n
" 5 /32"
3/16 3/4 "
1 3/8" 27 3/8p
1 1/2
cn
4" r 24"
4 1/4" 32 1/2"
FRAME DETAIL SECTION THRU FRAME
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Lip CIVIL
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CIN ENGINEE'f2 DATE
RICARDO SANDOVAL
REVIEWED BY: 26
DATE OF LAST REVISION:
USERNAME=>p0019553
DGN FILE => 846800ic036.dgn
f--19/32"
I 1 1/2-
5/32 /2"5/32
---3/4"
NOT TO SCALE
CITY OF FONTANA
24" MANHOLE FRAME
AND COVER
07/10/M
STD. PLAN N0. 3019 SHT 'I OF21
RELATIVE BORDER SCALE
IS IN INCHES
NOTES
1. THE CAST IRON USED SHALL CONFORM TO ASTM A-48 CLASS 35B.
2. COVERS SHALL BE CAST WITH THE LETTER "D" FOR STORM DRAINS AND "S" FOR SEWERS,
AND THE AGENCY'S IDENTIFICATION IN ACCORDANCE WITH INSTRUCTIONS FURNISHED BY THE
AGENCY. THE LETTER "D" OR "S" SHALL BE APPROXIMATELY 2 1/2" HIGH WITH 1/2" LINE
WIDTH, AND PLACED IN THE CENTER OF THE COVER.
ALL LETTERS SHALL BE FLUSH WITH THE FINISHED SURFACE OF THE COVER.
3. FOUNDRY IDENTIFYING MARK, HEAT AND DATE SHALL BE CAST ON THE BOTTOM OF THE COVER
AND ON THE INSIDE OF THE FRAME.
4. IMPORTED COVERS AND FRAMES SHALL HAVE THE COUNTRY OF ORIGIN MARKING IN COMPLIANCE
WITH FEDERAL REGULATIONS.
5. WEIGHT OF FRAME SHALL BE 260 LBS. WEIGHT OF COVER SHALL BE 175 LBS. ACTUAL WEIGHTS
SHALL BE WITHIN A RANGE OF 95% TO 110%.
6. THE MANHOLE FRAME AND COVER SHALL BE INSPECTED BY THE ENGINEER PRIOR TO SHIPMENT TO
THE JOB SITE. ACCEPTANCE WILL BE INDICATED BY THE AGENCY'S MARK.
7. THE PROOF—LOAD FOR TEST METHOD B OF THE STANDARD SPECIFICATIONS IS 40,700 LBS.
8, COVERS FOR MANHOLES LOCATED IN EASEMENTS, ALLEYS, PARKWAYS AND ALL PLACES OTHER THAN
PAVED STREETS SHALL BE PROVIDED WITH SOCKET—SET SCREW LOCKING DEVICES. DRILL AND TAP
TWO HOLES TO A DEPTH OF ONE INCH AT 90 DEGREES TO PICK HOLE AND INSTALL 3/4" x 3/4"
STAINLESS STEEL SOCKET—SET SCREWS WITH 3/8" RECESSED HEX HEAD. ALL THREADS SHALL BE N.C.
9. DIMENSIONS SHOWN ON THIS PLAN ARE NOT EXACTLY EQUAL VALUES.
�o QOESSIoyq! A ROVED B
No. 51152 CITY ENGINEER DATE
RICARDO SANIDOVAL
EXP. 9130107
REVIEWED BY: 2v7
CIVIL
OF SAL lFDATE OF LAST REVISION:
0
CITY OF FONTANA
24" MANHOLE FRAME
AND COVER
07/10ft
STD. PLAN N0. 3019 SHT 2 OF 2
UNIT 2232
Dist COUNTY
ROUTE
POST MILES
ISHEET
TOTAL
v i
w
0
No.
SHEETS
08
SBd
10
12.3/14.1
190
624
�
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ROFEss10
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RICHARD
S. BOTTCHER
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47080
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No.
12/31 /13
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II
c>
Ex
OFFICERS P
OR AGENTS SHALL NOT BE RESRONSIBL E FOR SL CIV IL P
��F
THE ACCURACY OR COMPLETENESS OF
SCANNED of ( AL FQ
COPIES OF THIS PLAN SHEET
PARSONS
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SANBAG
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11 70 W 3RD STREET
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SAN BERNARDINO, CA 92410
ONTARIO, CALIFORNIA 91761
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BORDER LAST REVISED 7/2/2010
=oil'�s 01
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CIN ENGINEE'f2 DATE
RICARDO SANDOVAL
REVIEWED BY: 26
DATE OF LAST REVISION:
USERNAME=>p0019553
DGN FILE => 846800ic036.dgn
f--19/32"
I 1 1/2-
5/32 /2"5/32
---3/4"
NOT TO SCALE
CITY OF FONTANA
24" MANHOLE FRAME
AND COVER
07/10/M
STD. PLAN N0. 3019 SHT 'I OF21
RELATIVE BORDER SCALE
IS IN INCHES
NOTES
1. THE CAST IRON USED SHALL CONFORM TO ASTM A-48 CLASS 35B.
2. COVERS SHALL BE CAST WITH THE LETTER "D" FOR STORM DRAINS AND "S" FOR SEWERS,
AND THE AGENCY'S IDENTIFICATION IN ACCORDANCE WITH INSTRUCTIONS FURNISHED BY THE
AGENCY. THE LETTER "D" OR "S" SHALL BE APPROXIMATELY 2 1/2" HIGH WITH 1/2" LINE
WIDTH, AND PLACED IN THE CENTER OF THE COVER.
ALL LETTERS SHALL BE FLUSH WITH THE FINISHED SURFACE OF THE COVER.
3. FOUNDRY IDENTIFYING MARK, HEAT AND DATE SHALL BE CAST ON THE BOTTOM OF THE COVER
AND ON THE INSIDE OF THE FRAME.
4. IMPORTED COVERS AND FRAMES SHALL HAVE THE COUNTRY OF ORIGIN MARKING IN COMPLIANCE
WITH FEDERAL REGULATIONS.
5. WEIGHT OF FRAME SHALL BE 260 LBS. WEIGHT OF COVER SHALL BE 175 LBS. ACTUAL WEIGHTS
SHALL BE WITHIN A RANGE OF 95% TO 110%.
6. THE MANHOLE FRAME AND COVER SHALL BE INSPECTED BY THE ENGINEER PRIOR TO SHIPMENT TO
THE JOB SITE. ACCEPTANCE WILL BE INDICATED BY THE AGENCY'S MARK.
7. THE PROOF—LOAD FOR TEST METHOD B OF THE STANDARD SPECIFICATIONS IS 40,700 LBS.
8, COVERS FOR MANHOLES LOCATED IN EASEMENTS, ALLEYS, PARKWAYS AND ALL PLACES OTHER THAN
PAVED STREETS SHALL BE PROVIDED WITH SOCKET—SET SCREW LOCKING DEVICES. DRILL AND TAP
TWO HOLES TO A DEPTH OF ONE INCH AT 90 DEGREES TO PICK HOLE AND INSTALL 3/4" x 3/4"
STAINLESS STEEL SOCKET—SET SCREWS WITH 3/8" RECESSED HEX HEAD. ALL THREADS SHALL BE N.C.
9. DIMENSIONS SHOWN ON THIS PLAN ARE NOT EXACTLY EQUAL VALUES.
�o QOESSIoyq! A ROVED B
No. 51152 CITY ENGINEER DATE
RICARDO SANIDOVAL
EXP. 9130107
REVIEWED BY: 2v7
CIVIL
OF SAL lFDATE OF LAST REVISION:
0
CITY OF FONTANA
24" MANHOLE FRAME
AND COVER
07/10ft
STD. PLAN N0. 3019 SHT 2 OF 2
UNIT 2232
Dist COUNTY
ROUTE
POST MILES
ISHEET
TOTAL
TOTAL PROJECT
No.
SHEETS
08
SBd
10
12.3/14.1
190
624
09/08/11
'S'
ROFEss10
REGISTERED CIVIL ENGINEER DATE e tiq,
RICHARD
S. BOTTCHER
09/08/11
w
47080
z
PLANS APPROVAL DATE
No.
12/31 /13
'I
THE STA TF OF CALIFORNIA ORI TS
Ex
OFFICERS P
OR AGENTS SHALL NOT BE RESRONSIBL E FOR SL CIV IL P
��F
THE ACCURACY OR COMPLETENESS OF
SCANNED of ( AL FQ
COPIES OF THIS PLAN SHEET
PARSONS
SANBAG
3200 EAST GUASTI ROAD
11 70 W 3RD STREET
SUITE 200
SAN BERNARDINO, CA 92410
ONTARIO, CALIFORNIA 91761
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5" 130 mm)
24' 600 mm)
5 114' (140 mm)
27' (675 mm)
51/2' (140 mm,)
30 (750 mm)
6" (160 mm)
33" 825 mm .
6 1/4" (160 mm)
W".(975 mm) :;
6 11Y (170 mm)
39" (990 mm) :
7" (180 mm)
42" 1050 mm
7 112" (190 mm)
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54" 1350 mm)
9" (230 mm)
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91/2" (240 mm)
63" (1650 mm)
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69" (1800 mm)
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78" 1950 mm)
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121/2' (320 mm)
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MAY BE OMITTED IF STRUCTURE IS LAID 126 (3150 mm) 17" (430 mm) rk
ON UNDISTURBED EARTH TO STORM 132' (3300 mm). 171/2' (450 mm)
SECTION Z — Z DRAIN WALL. 138' (3450 mm) 171/2' (450 mm)
144' 3600 mm) 18" (460 mm)
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
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COMPACT SOIL TO RELATIVE DENSITY lgpr (3Q50 mm) 17" (430 mm} m
REQUIRED BY SPECIFICATIONS. BACKFILLw
MAY BE OMITTED IF STRUCTURE IS LAID 126 (3150 mm) 17" (430 mm) rk
ON UNDISTURBED EARTH TO STORM 132' (3300 mm). 171/2' (450 mm)
SECTION Z — Z DRAIN WALL. 138' (3450 mm) 171/2' (450 mm)
144' 3600 mm) 18" (460 mm)
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
PROMULGATM BY THE
O
STANDARD PLAN
PU9WC.WpRKS SiAHDAR05 IH('N,•
JUNC110N STRUCTURE:,:.:PAPE T RCB3.
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SHEET 2 OF 2
100 51'50''
FMV 1896, 2
19
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USE WITH STANDARD SPECIFICATIONS FOR PUBLIC - WORKS ' CONSTRUCTION
6000'011
SHEET 1 OF 2
BORDER LAST REVISED 7/2/2010
USERNAME=>p0019553
DGN FILE => 846800ic039.dgn
7
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. 67 (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 mrh) ' 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.
1.0. 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'
O
33.3- 2
''All
JUNCTION STRUCTURE - PIPE.TO RCB
9
c
SHEET 2 OF 2
100 51'50''
205'
19
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D-3
6000'011
3.0'
20
lil
D-6
720 5'36''
3.0'
26
a
D-6
9000/011
2.0'
27
a
D-6
45°0'011
4.5'
28
a
D-6
86° 40'23"
2.5'
30
Q
D-6
880 4337"
3.0'
35
a
D-8
9000/011
2.0'
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DGN FILE => 846800ic039.dgn
7
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. 67 (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 mrh) ' 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.
1.0. 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'
UNIT0
33.3- 2
''All
JUNCTION STRUCTURE - PIPE.TO RCB
9
c
SHEET 2 OF 2
PIPE TO RCB CONNECTION SCHEDULE
DRAINAGEO
SYSTEM
UNIT0
SHEET
''All
'ICII
9
c
D-3
100 51'50''
205'
19
a
D-3
6000'011
3.0'
20
a
D-6
720 5'36''
3.0'
26
a
D-6
9000/011
2.0'
27
a
D-6
45°0'011
4.5'
28
a
D-6
86° 40'23"
2.5'
30
a
D-6
880 4337"
3.0'
35
a
D-8
9000/011
2.0'
50
a
D-8
190 5'34''
2.5'
RELATIVE BORDER SCALE
IS IN INCHES
UNIT 2232
Dist COUNTY
ROUTE
POST MILES
ISHEET
TOTAL
TOTAL PROJECT
No.
SHEETS
08
SBd
10
12.3/14.1
193
624
09/08/11
'S,
ROFEss10
REGISTERED CIVIL ENGINEER DATE e tiq,
RICHARD
S. BOT CHER
09/08/11
47080
PLANS APPROVAL DATE
� No.
12/31 /13
THE STA TF OF CAL IFORNIA OR I TS
E
OFFICERS ixExp �
CIVIL
OR AGENTS SHALL NOT BE RESPONSIBLE
FOR SI P
THE ACCURACY OR COMPLETENESS OF SCANNED �nF of CAL
COPIES OF THIS PLAN SHEET
PARSONS
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