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BOT OF ROCK = 64.86
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18"x31" THIN
WALL KNOCKOUTS.
SLEDGE OUT AS
REQUIRED.
(TYP. 4 PLACES)
DROP INLET
MODEL NO. A B *WEIGHT
D1242436 36" 42" 1900 LBS.
D1242448 48" 54" 2500 LBS.
*BOX ONLY
FRAME AND GRATE
MODEL NO. RATING D WEIGHT
SG2424-DIP IPEDESTRIAN 1 1/2-141 LBS.
SG2424-DIT TRAFFIC 3" 120 LBS.
-FRAME MAY BE CAST
DIRECTLY INTO BOX
(OPTIONAL)
OUTSIDE
B HEIGHT
I OF BOX
OPTIC
ExTEN
HE
EXTENSION
MODEL NO. I C I WEIGHT
RS242406 6" 300 LBS.
RS242412 12" j 600 LBS.
■ FRAME AND GRATE ASSEMBLY AVAILABLE ■ ILLUSTRATION IS TYPICAL ONLY OF GENERAL SERIES
IN TRAFFIC OR PEDESTRIAN MODELS. CONFIGURATION: FOR SPECIFIC CONFIGURATION,
CALLJENSEN PRECAST.
• DESIGN FOR H-20-44 BRIDGE LOADING.
■ ASSEMBLY TO BE PLACED ON A 6" BASE OF CRUSHER RUN
FOR EASE OF INSTALLATION AND EVEN LOAD DISTRIBUTION.
■ FOR COMPLETE DESIGN AND PRODUCT INFORMATION. 24" X 24" JEJEF Lffn
CONTACT JENSEN PRECAST. DRAIN INLET PNEEAAFT
11 28-00 1 DI2424
(E 24"X24" JENSEN PRECAST CATCH BASIN
NOTE:
PRIOR TO START OF CONSTRUCTION CONTRACTOR SHALL
POTHOLE TO VERIFY EXISTING LOCATION AND ELEVATION
AT POINT OF CONNECTION AND SHALL NOTIFY ENGINEER
IMMEDIATELY OF ANY DISCREPANCIES.
NOTE:
PRIOR TO THE INSTALLATION OF WATER QUALITY STRUCTURAL BMP DEVICES
THE CONTRACTOR MUST COORDINATE WITH THE CITY ENGINEER TO CERTIFY THE
PLACEMENT OF THE DEVICES, AND MATERIALS USED. AFTER INSTALLATION THE
CONTRACTOR MUST COORDINATE WITH THE CITY ENGINEER TO CERTIFY PROPER
FUNCTIONALITY OF THE BMP DEVICES.
--
- TOB . SD INLET PROP. C& -
- - -C OP. CB ._- +
- (TO BE REMOVED) 00.00 BMP 1
101+28.33 CASA GRANDE
1706.7 1706.7WQCB#1; W = 2.0' -5
70
Modified MaxWell` Plus Drainage System Detail And Specifications
CL X' CHAMBER SEPARATION
1 21 16 17 3 30"0 19 18 2 5 4 30'0 3 21 17 1 6
Ca
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wAn evolution of MI Drilling
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13 F
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23
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O ITEM NUMBERS is w
1. MANHOLE CONE - MODIFIED FLAT BOTTOM.
2. STABILIZED BACKFILL - TWO -SACK SLURRY MIX
3 BOLTED RING 8 GRATE/COVER - DIAMETER AS SHOWN. CLEAN CAST a M , :nnu, "
IRON WITH WORDING "STORM WATER ONLY" IN RAISED LETTERS. .s P,." .111s T,- In. 1. mw
BOLTED IN 2 LOCATIONS AND SECURED TO CONE WITH MORTAR RIM NOTE. DRAWING NOT TO SCALE
ELEVATION 30.02' OF PLANS.
4 GRADED BASIN OR PAVING (BY OTHERS).
5. COMPACTED BASE MATERIAL (BY OTHERS). 15, MIN, 4'0 SHAFT - DRILLED TO MAINTAIN PERMEABILITY OF DRAINAGE
SOILS.
6. PUREFLO® DEBRIS SHIELD - ROLLED 16 GA. STEEL X 24' LENGTH WITH
VENTED ANTI -SIPHON AND INTERNAL .265' MAX. SWO FLATTENED 16 FABRIC SEAL - U.V. RESISTANT GEOTEXTILE - TO BE REMOVED BY
EXPANDED STEEL SCREEN x 12' LENGTH. FUSION BONDED EPDXY CUSTOMER AT PROJECT COMPLETION.
COATED
17. ABSORBENT- HYDROPHOBIC PETROCHEMICAL SPONGE. MIN. 128 OZ.
7 PRE -CAST LINER - 4000 PSI CONCRETE 48' ID. X 54' OD. CENTER IN CAPACITY. TYPICAL. TWO (2) PER CHAMBER.
HOLE AND ALIGN SECTIONS TO MAXIMIZE BEARING SURFACE
18. CONNECTOR PIPE - 6' 0 SCH. 40 PVC
8 MIN, 60 DRILLED SHAFT.
19. VENTED ANTI -SIPHON INTAKE WITH FLOW REGULATOR.
9. SUPPORT BRACKET - FORMED 12 GA. STEEL. FUSION BONDED EPDXY
COATED. 20. INTAKE SCREEN -4" 0 SCH. 40 PVC 0.120' MODIFIED SLOTTED WELL
SCREEN WITH 32 SLOTS PER ROWIFT. 48" OVERALL LENGTH WITH TRIC
10. OVERFLOW PIPE - SCH. 40 PVC MATED TO DRAINAGE PIPE AT BASE END CAP.
SEAL.
21. FREEBOARD DEPTH VARIES WITH INLET PIPE ELEVATION INCREASE
11. DRAINAGE PIPE - ADS HIGHWAY GRADE WITH TRI -A COUPLER. PRIMARY/SECONDARY SETTLING CHAMBER DEPTHS AS NEEDED TO
SUSPEND PIPE DURING BACKFILL OPERATIONS TO PREVENT BUCKLING MAINTAIN ALL INLET PIPE ELEVATIONS ABOVE CONNECTOR PIPE
OR BREAKAGE. DIAMETER AS NOTED. OVERFLOW.
12. BASE SEAL - GEOTEXTILE, POLY LINER OR CONCRETE SLURRY. 22. 12' PVC INLET PIPE (BY OTHERS).
13. ROCK - CLEAN AND WASHED 3/8' TO 1-1/2" AGGREGATE. 23, NON -WOVEN GEOTEXTILE SLEEVE, MIRAFI 140 NL. MIN. 6 FT 0, HELD
APPROX. 10 FEET OFF THE BOTTOM OF EXCAVATION.
14. FLOFAST4 DRAINAGE SCREEN - SCH. 40 PVC 0.120" SLOTTED WELL
SCREEN WITH 32 SLOTS PER ROWIFT. DIAMETER VARIES 98' OVERALL 24. EIGHT (8) 1.25" DIAMETER HOLES PER FOOT WHERE NOTED.
LENGTH WITH TRI -B COUPLER.
O TORRENT RESOURCES MAXWELL PLUS DRAINAGE SYSTEM
1706.4 ���� / / - - BENCH MARK. p B-7 BASIS OF BEARINGS.
SAN BERNARDINO COUNTY BENCHMARK n 6-7 THE CENTERUNE OF CITRUS AVENUE AS
- SHOWN ON RECORD OF SURVEY 3" TAKEN
CASA GRANDE AVENUE
REV. REVISION DESCRIPTION
D1 F�
`� T
°
nNNVN<AAAAAAAMIWwVU a nNNwiVVVwn+nwV.AAA
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
A BRASS DISK AT THE SOUTHEAST CORNER OF
CASA GRANDE AVENUE AND SIERRA AVENUE. AS N 01 *1930'W WAS USED AS THE BASIS
OF BEARINGS FOR THIS MAP.
ELEVATION 1739.006'
DATE ENGR. CITY DATE PREPARED UNDER THE SUPERVISION OF: CITY OF FONTANA, CALIFORNIA
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Fes,
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL 9L lwq(N STORM DRAIN IMPROVEMENT PLANS
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, wa r,MADOLE OR BNUE DRAWN BY: SCALE:
No. 36637 c*1'DM
ACASA GRANDE AVENUE ASSHOWN
PHOW 9roaNWz2
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO {T Exp: 06-30-18 fighowrir6cm..MilillfrLik FAX 9094816326 DESIGNED BY: STRUCTURAL SOURCE CONTROL BMP DATE:
s P WLI APRIL 8, 2016
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND r9 clvl ?� CHECKED BY: A R ED BY:
lFOF CAL\F 0� L/ DRAWING
STANDARDS IN EFFECT. LIW EXP. 1, WLI 7'�Z' �� 5503
RCS. 3EE87 CITY ENGINEER R.C.E. 51152 DATE 7
i�
SCHOOL
DE
SD EASEMENT
x17132
(FIMIRE-) jRE-)
►�.
r - - - -
�rlS
WATER QUALITY CONSTRUCTION NOTES
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O
INSTALL 6" PVC STORM DRAIN
9W.- 4*WTEA(LO BE RELOCAT
INSTALL 12" PVC STORM DRAIN
16' WIDE
MWD EASEMENT
I \
o
O
INSTALL 12" PVC CLEANOUT
177Za
O
INSTALL TORRENT RESOURCES MAXWELL PLUS DRAINAGE SYSTEM (DETAIL HEREON)
-
\
-
II
�
O
INSTALL 24"X24" JENSEN PRECAST CATCH BASIN (DETAIL HEREON)
EXIST. 121'
A
OLv
INSTALL 45' ELBOW
--
- TOB . SD INLET PROP. C& -
- - -C OP. CB ._- +
- (TO BE REMOVED) 00.00 BMP 1
101+28.33 CASA GRANDE
1706.7 1706.7WQCB#1; W = 2.0' -5
70
Modified MaxWell` Plus Drainage System Detail And Specifications
CL X' CHAMBER SEPARATION
1 21 16 17 3 30"0 19 18 2 5 4 30'0 3 21 17 1 6
Ca
w q
za_ «
w n a
m
x
6 x -a
Me11 Plus w
iMaa"iacurea and II a nv O w
a TORRENT RESOURCES i 9 w m
wAn evolution of MI Drilling
m r (9 0 20 rr Aorrantnaourcatcom x 10 <
x c
K T 2 ARIZCRA .212" 01B! p a
< WaV A7CV.'2. 2 0
a Z
a w
w 0
O 13 m O
24 1
2 2 w
z
w
a
N �
8 x
` it xro ;
13 F
a
23
O
H
14
13 �
m
O ITEM NUMBERS is w
1. MANHOLE CONE - MODIFIED FLAT BOTTOM.
2. STABILIZED BACKFILL - TWO -SACK SLURRY MIX
3 BOLTED RING 8 GRATE/COVER - DIAMETER AS SHOWN. CLEAN CAST a M , :nnu, "
IRON WITH WORDING "STORM WATER ONLY" IN RAISED LETTERS. .s P,." .111s T,- In. 1. mw
BOLTED IN 2 LOCATIONS AND SECURED TO CONE WITH MORTAR RIM NOTE. DRAWING NOT TO SCALE
ELEVATION 30.02' OF PLANS.
4 GRADED BASIN OR PAVING (BY OTHERS).
5. COMPACTED BASE MATERIAL (BY OTHERS). 15, MIN, 4'0 SHAFT - DRILLED TO MAINTAIN PERMEABILITY OF DRAINAGE
SOILS.
6. PUREFLO® DEBRIS SHIELD - ROLLED 16 GA. STEEL X 24' LENGTH WITH
VENTED ANTI -SIPHON AND INTERNAL .265' MAX. SWO FLATTENED 16 FABRIC SEAL - U.V. RESISTANT GEOTEXTILE - TO BE REMOVED BY
EXPANDED STEEL SCREEN x 12' LENGTH. FUSION BONDED EPDXY CUSTOMER AT PROJECT COMPLETION.
COATED
17. ABSORBENT- HYDROPHOBIC PETROCHEMICAL SPONGE. MIN. 128 OZ.
7 PRE -CAST LINER - 4000 PSI CONCRETE 48' ID. X 54' OD. CENTER IN CAPACITY. TYPICAL. TWO (2) PER CHAMBER.
HOLE AND ALIGN SECTIONS TO MAXIMIZE BEARING SURFACE
18. CONNECTOR PIPE - 6' 0 SCH. 40 PVC
8 MIN, 60 DRILLED SHAFT.
19. VENTED ANTI -SIPHON INTAKE WITH FLOW REGULATOR.
9. SUPPORT BRACKET - FORMED 12 GA. STEEL. FUSION BONDED EPDXY
COATED. 20. INTAKE SCREEN -4" 0 SCH. 40 PVC 0.120' MODIFIED SLOTTED WELL
SCREEN WITH 32 SLOTS PER ROWIFT. 48" OVERALL LENGTH WITH TRIC
10. OVERFLOW PIPE - SCH. 40 PVC MATED TO DRAINAGE PIPE AT BASE END CAP.
SEAL.
21. FREEBOARD DEPTH VARIES WITH INLET PIPE ELEVATION INCREASE
11. DRAINAGE PIPE - ADS HIGHWAY GRADE WITH TRI -A COUPLER. PRIMARY/SECONDARY SETTLING CHAMBER DEPTHS AS NEEDED TO
SUSPEND PIPE DURING BACKFILL OPERATIONS TO PREVENT BUCKLING MAINTAIN ALL INLET PIPE ELEVATIONS ABOVE CONNECTOR PIPE
OR BREAKAGE. DIAMETER AS NOTED. OVERFLOW.
12. BASE SEAL - GEOTEXTILE, POLY LINER OR CONCRETE SLURRY. 22. 12' PVC INLET PIPE (BY OTHERS).
13. ROCK - CLEAN AND WASHED 3/8' TO 1-1/2" AGGREGATE. 23, NON -WOVEN GEOTEXTILE SLEEVE, MIRAFI 140 NL. MIN. 6 FT 0, HELD
APPROX. 10 FEET OFF THE BOTTOM OF EXCAVATION.
14. FLOFAST4 DRAINAGE SCREEN - SCH. 40 PVC 0.120" SLOTTED WELL
SCREEN WITH 32 SLOTS PER ROWIFT. DIAMETER VARIES 98' OVERALL 24. EIGHT (8) 1.25" DIAMETER HOLES PER FOOT WHERE NOTED.
LENGTH WITH TRI -B COUPLER.
O TORRENT RESOURCES MAXWELL PLUS DRAINAGE SYSTEM
1706.4 ���� / / - - BENCH MARK. p B-7 BASIS OF BEARINGS.
SAN BERNARDINO COUNTY BENCHMARK n 6-7 THE CENTERUNE OF CITRUS AVENUE AS
- SHOWN ON RECORD OF SURVEY 3" TAKEN
CASA GRANDE AVENUE
REV. REVISION DESCRIPTION
D1 F�
`� T
°
nNNVN<AAAAAAAMIWwVU a nNNwiVVVwn+nwV.AAA
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
A BRASS DISK AT THE SOUTHEAST CORNER OF
CASA GRANDE AVENUE AND SIERRA AVENUE. AS N 01 *1930'W WAS USED AS THE BASIS
OF BEARINGS FOR THIS MAP.
ELEVATION 1739.006'
DATE ENGR. CITY DATE PREPARED UNDER THE SUPERVISION OF: CITY OF FONTANA, CALIFORNIA
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Fes,
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL 9L lwq(N STORM DRAIN IMPROVEMENT PLANS
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, wa r,MADOLE OR BNUE DRAWN BY: SCALE:
No. 36637 c*1'DM
ACASA GRANDE AVENUE ASSHOWN
PHOW 9roaNWz2
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO {T Exp: 06-30-18 fighowrir6cm..MilillfrLik FAX 9094816326 DESIGNED BY: STRUCTURAL SOURCE CONTROL BMP DATE:
s P WLI APRIL 8, 2016
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND r9 clvl ?� CHECKED BY: A R ED BY:
lFOF CAL\F 0� L/ DRAWING
STANDARDS IN EFFECT. LIW EXP. 1, WLI 7'�Z' �� 5503
RCS. 3EE87 CITY ENGINEER R.C.E. 51152 DATE 7
i�