HomeMy WebLinkAbout5495-4SW
PROP. MAXWELL
INJECTION WELL
A
FLOW
BA..
PLAN VIEW B -B
SOLID COVER OR
GRATE INLET
CONTRACTOR TO GROUT TO
FINISHED GRADE
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18" RCP CONNECTION
PIPE @S=0.010
EXIST. 15" VCP
MAINLINE
RYWELL
OVERFLOW PIPE
(V
10'
EXIST. RAISED MEDIAN
1'
PERFORATED 96"
RETENTION. INFILTRATION
PIPE
INFILTRATION TRENCH
OUTFLOW= 1.1 CFS
*TORRENT RESOURCES RESPONSIBLE FOR MATERIALS AND INSTALLATION
OF MAXWELL IV INJECTION WELLS
(SECTION A -A: TORRENT RESOURCES MAXWELL IV INJECTION WELLS
SCALE: 1" = 10'
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CONTRACTOR TO PROVIDE
GRADE RINGS/RISERS
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INLET PIPE ° OUTLET PIPE
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SECTION A -A
VortSentry
T11 T 1111RIT11TE11 1111-R-1-
OCONTECH VORTSENTRY HS72 CLARIFIER
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VORTSENTRY HS DESIGN NOTES
VSHS RATED TREATMENT CAPACITY IS SHOWN IN THE TABLE BELOW, OR PER LOCAL REGULATIONS. MAXIMUM HYDRAULIC INTERNAL BYPASS
CAPACITY VARIES. CONTACT YOUR CONTECH REPRESENTATIVE FOR ADITIONAL INFORMATION.
THE STANDARD SOLID COVER CONFIGURATION IS SHOWN. ALTERNATE CONFIGURATIONS ARE AVAILABLE AND ARE LISTED BELOW.
CONFIGURATION OPTION DESCRIPTION
GRATE INLET (NO INLET PIPE)
GRATE INLET WITH INLET PIPE
FRAME AND COVER FRAME AND GRATE
(DIAMETER VARIES) (24" SQUARE)
N.T.S. N.T.S.
GENERAL NOTES
1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE.
2. DIMENSIONS MARKED WITH () ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY.
3. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHT, PLEASE CONTACT YOUR
CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. wm
ww.ContechES.co
4. VORTSENTRY HS WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION
CONTAINED IN THIS DRAWING.
5. STRUCTURE SHALL MEET AASHTO HS20 AND CASTINGS SHALL MEET AASHTO M306 LOAD RATING, ASSUMING
GROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO
CONFIRM ACTUAL GROUNDWATER ELEVATION.
INSTALLATION NOTES
1. ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS
AND SHALL BE SPECIFIED BY ENGINEER OF RECORD.
2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE
VORTSENTRY HS MANHOLE STRUCTURE (LIFTING CLUTCHES PROVIDED).
3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE.
4. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT PIPES. MATCH PIPE INVERTS WITH ELEVATIONS SHOWN.
5. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATER TIGHT, HOLDING WATER TO FLOWLINE
INVERT MINIMUM. IT IS SUGGESTED THAT ALL JOINTS BELOW PIPE INVERTS ARE GROUTED.
SITE SPECIFIC
DATA REQUIREMENTS
Modified MaxWEM IV Drainage System Detail And Specifications
STRUCTURE ID
VORTSENTRY HS GENERAL INFORMATION
PEAK FLOW RATE (CFS)
RETURN PERIOD OF PEAK FLOW (YRS)
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PIPE DATA: I.E. MATERIAL DIAMETER
INLET PIPE 1
OUTLET PIPE
RIM ELEVATION
Typical Total
WIDTH
HEIGHT
2 30 "C
4
NOTES/SPECIAL REQUIREMENTS:
* PER ENGINEER OF RECORD
BOLTED RING GRATE DIAMETER AS SHOWN.
12.
CCCI
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-
Typical
Typical Depth
Approximate
AND 1-1/2" TO BEST COMPLEMENT SOIL CONDITIONS.
CLEAN CAST IRON WITH WORDING "STORM WATER
Lu
Manhole
Total
Distance Rim
Distance Rim
Below Invert
Minimum
Maximum
Pipe
Model
Diameter (ID)
Treatment
to Outside
to Invert
(inside)
Distance Rim
Diameter (ID)
a
14.
Flow Rate
Bottom
B
C
to Invert
PERMEABILITY OF DRAINAGE SOILS.
15.
A
REMOVED BY CUSTOMER AT PROJECT COMPLETION.
3.
GRADED BASIN OR PAVING (BY OTHERS).z
FT
mm
CFS L/S
FT m
FT m
FT mm
FT m
IN
mm
HS36
3
900
0.55 15.6
10.16 3.10
4.08 1.24
5.58 1702
3.00 0.91
18
450
HS48
4
1200
1 1.20 34.0
13.25 4.04
6.00 1.83
1 6.75 2057
4.00 1.22
1 24
600
HS60
5
1500
2.20 62.3
15.13 4.61
6.50 1.98
7.96 2426
4.82 1.47
30
750
HS72
6
1800
3.70 104.8
16.56 5.05
6.75 2.06
9.15 2788
5.59 1.70
36
900
HS84
7
2100
5.60 158.6
18.85 5.75
7.75 2.36
10.35 3156
5.00 1.52
42
1050
HS96
8
2400
8.10 229.4
20.87 6.36
8.50 2.59
11.54 3518
6.91 2.11
48
1200
FRAME AND COVER FRAME AND GRATE
(DIAMETER VARIES) (24" SQUARE)
N.T.S. N.T.S.
GENERAL NOTES
1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE.
2. DIMENSIONS MARKED WITH () ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY.
3. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHT, PLEASE CONTACT YOUR
CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. wm
ww.ContechES.co
4. VORTSENTRY HS WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION
CONTAINED IN THIS DRAWING.
5. STRUCTURE SHALL MEET AASHTO HS20 AND CASTINGS SHALL MEET AASHTO M306 LOAD RATING, ASSUMING
GROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO
CONFIRM ACTUAL GROUNDWATER ELEVATION.
INSTALLATION NOTES
1. ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS
AND SHALL BE SPECIFIED BY ENGINEER OF RECORD.
2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE
VORTSENTRY HS MANHOLE STRUCTURE (LIFTING CLUTCHES PROVIDED).
3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE.
4. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT PIPES. MATCH PIPE INVERTS WITH ELEVATIONS SHOWN.
5. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATER TIGHT, HOLDING WATER TO FLOWLINE
INVERT MINIMUM. IT IS SUGGESTED THAT ALL JOINTS BELOW PIPE INVERTS ARE GROUTED.
SITE SPECIFIC
DATA REQUIREMENTS
Modified MaxWEM IV Drainage System Detail And Specifications
STRUCTURE ID
WATER QUALITY FLOW RATE (CFS)
PEAK FLOW RATE (CFS)
RETURN PERIOD OF PEAK FLOW (YRS)
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PIPE DATA: I.E. MATERIAL DIAMETER
INLET PIPE 1
OUTLET PIPE
RIM ELEVATION
ANTI -FLOTATION BALLAST
WIDTH
HEIGHT
2 30 "C
4
NOTES/SPECIAL REQUIREMENTS:
* PER ENGINEER OF RECORD
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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ELEVATION ±0.02' OF PLANS.
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U.S. Patent No. 4,923,330 - ®Trademark 1974, 1990, 2004
MIN. 4'0 SHAFT - DRILLED TO MAINTAIN
NOTE: DRAWING NOT TO SCALE
5
PERMEABILITY OF DRAINAGE SOILS.
15.
FABRIC SEAL - U.V. RESISTANT GEOTEXTILE - TO BE
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FREEBOARD DEPTH VARIES WITH INLET PIPE
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AS NEEDED TO MAINTAIN ALL INLET PIPE ELEVATIONS
ABOVE OVERFLOW PIPE INLET.
16
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OVERFLOW PIPE - SCH. 40 PVC MATED TO DRAINAGE
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DRAINAGE PIPE - ADS HIGHWAY GRADE WITH TRI -A
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WATER QUALITY CONSTRUC11ON NOTES
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OB CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF FONTANA
STD PLAN NO. 3004
O CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD PLAN NO 3003
( INSTALL CONTECH VORTSENTRY HS72 CLARIFIER (DETAIL SHEET 4)
O INSTALL 96" 0 PERFORATED CSP PIPE
O INSTALL ACCESS RISER PER DETAIL SHEET 4 OR APPROVED EQUAL
O INSTALL TORRENT RESOURCES MAXWELL IV INJECTION WELLS (DETAIL SHEET 4)
O CONSTRUCT STORM DRAIN MANHOLE PER CITY OF FONTANA STD PLAN NO. 3012
CONSTRUCT STANDARD TRENCH REPAIR PER CITY OF FONTANA STD PLAN 1008
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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.
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R.C.E. 637
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FLOFAST DRAINAGE SCREEN - SCH. 40 PVC 0.120"
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SLOTTED WELL SCREEN WITH 32 SLOTS PER ROW/FT.
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111 � • ' � ��
96" OVERALL LENGTH WITH TRI -B COUPLER.
CA Lic. 528080, C-42, HAT
NV Lic. 0035350 A - NM Lic. 90504 GF04
14.
U.S. Patent No. 4,923,330 - ®Trademark 1974, 1990, 2004
MIN. 4'0 SHAFT - DRILLED TO MAINTAIN
NOTE: DRAWING NOT TO SCALE
PERMEABILITY OF DRAINAGE SOILS.
15.
FABRIC SEAL - U.V. RESISTANT GEOTEXTILE - TO BE
REMOVED BY CUSTOMER AT PROJECT COMPLETION.
18. OPTIONAL INLET PIPE (18"). INVERT CONNECTIONS
DEEPER THAN 4 FEET REQUIRE 2 SACK SLURRY BACKFILL
16.
BELOW PIPE INVERT.
ABSORBENT - (2) HYDROPHOBIC PETROCHEMICAL
SPONGES. MIN. 128 OZ. CAPACITY (EA).
19. NON -WOVEN GEOTEXTILE SLEEVE, MIRAFI 140 NL. MIN. 6
17.
FREEBOARD DEPTH VARIES WITH INLET PIPE
FT 0, HELD APPROX. 10 FEET OFF THE BOTTOM OF
ELEVATION. INCREASE SETTLING CHAMBER DEPTH
EXCAVATION.
AS NEEDED TO MAINTAIN ALL INLET PIPE ELEVATIONS
ABOVE OVERFLOW PIPE INLET.
20.
STABILIZED BACKFILL -TWO-SACK SLURRY MIX.
(VORRENT RESOURCES MAXWELL IV INJECTION WELLS
NTS
WATER QUALITY CONSTRUC11ON NOTES
OAINSTALL 18" RCP STORM DRAIN (D -LOAD PER PROFILE)
OB CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF FONTANA
STD PLAN NO. 3004
O CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD PLAN NO 3003
( INSTALL CONTECH VORTSENTRY HS72 CLARIFIER (DETAIL SHEET 4)
O INSTALL 96" 0 PERFORATED CSP PIPE
O INSTALL ACCESS RISER PER DETAIL SHEET 4 OR APPROVED EQUAL
O INSTALL TORRENT RESOURCES MAXWELL IV INJECTION WELLS (DETAIL SHEET 4)
O CONSTRUCT STORM DRAIN MANHOLE PER CITY OF FONTANA STD PLAN NO. 3012
CONSTRUCT STANDARD TRENCH REPAIR PER CITY OF FONTANA STD PLAN 1008
O
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.
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INSTALL 7.0 L.F. 18" R.C.P.
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PROFILE
HORIZ 1"= 40'
VERT 1 "= 4'
10 PLAN 1"= 40'
SCALE IN FEET
40 80 1
� SCALE: 1 " = 40'
EXIST. 16" WAT
CITRUS AVENUE BMP
BENCH MARK: # B-7 BASIS OF BEARINGS:
SAN BERNARDINO COUNTY BENCHMARK # 6-7. THE CENTERLINE OF CITRUS AVENUE AS
A BRASS DISK AT THE SOUTHEAST CORNER OF SHOWN ON RECORD OF SURVEY 35/9 TAKEN
CASA GRANDE AVENUE AND SIERRA AVENUE. AS N 01'110'30" W WAS USED AS THE BASIS
OF BEARINGS FOR THIS MAP.
ELEVATION: 1739.006'
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
QROFESS/ONq
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STANDARDS IN EFFECT.
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PREPARED UNDER THE SUPERVISION OF:
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PROFILE
HORIZ 1"= 40'
VERT 1 "= 4'
10 PLAN 1"= 40'
SCALE IN FEET
40 80 1
� SCALE: 1 " = 40'
EXIST. 16" WAT
CITRUS AVENUE BMP
BENCH MARK: # B-7 BASIS OF BEARINGS:
SAN BERNARDINO COUNTY BENCHMARK # 6-7. THE CENTERLINE OF CITRUS AVENUE AS
A BRASS DISK AT THE SOUTHEAST CORNER OF SHOWN ON RECORD OF SURVEY 35/9 TAKEN
CASA GRANDE AVENUE AND SIERRA AVENUE. AS N 01'110'30" W WAS USED AS THE BASIS
OF BEARINGS FOR THIS MAP.
ELEVATION: 1739.006'
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
QROFESS/ONq
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ���,� L. lwq�F�
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, c
Lu No. 36637of
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THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * Exp: 06-30-18
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND '9TFoFCA
STANDARDS IN EFFECT.
SCALE: 1" = 40'
PREPARED UNDER THE SUPERVISION OF:
OILA D 0 L E
DRAWN BY:
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PHONE 909.481.6322
ngineering Communities for Life
FAX 909.481.6320
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CITY OF FONTANA, CALIFORNIA
STORM DRAIN IMPROVEMENT PLANS
CITRUS AVENUE SC AS SHOWN
LINE C DATE:
APRIL 13, 2017
APPRQV BY: DRAWING NO. 3
6/8/17 5495
CITY ENGINEER R.C.E. 51152 DATE 4
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