|
24"0 MH COVER
<br />SEPARATION ° & FRAME (TYP. OF 2)
<br />CYLINDER °
<br />RCP
<br />000000
<br />INLET OIL BAFFLE
<br />o0 ES gp\N 00
<br />` o1 MOOD
<br />[IOD
<br />oo
<br />o or
<br />Q FLOW
<br />L
<br />FLOW
<br />.:_:- Q
<br />goo0p.%t10 RCP
<br />0ooDFo0
<br />0OUTLET
<br />FIBERGLASS °
<br />00000
<br />CDS INLET o0
<br />60" ID MH,
<br />(6'-0" OD) -
<br />NOTES:
<br />1. THE INTERNAL COMPONENTS ARE SHOWN IN THE LEFT-HAND
<br />CONFIGURATION;
<br />2. TREATMENT UNIT SHALL COME COMPLETE A/ FIBERGLASS
<br />INLET/SEPARATION CHAMBER, OIL BAFFLE AND SCREEN CYLINDER
<br />PRE-INSTALLED; FIELD ASSEMBLY OS SECTIONS IS PERMISSIBLE.
<br />PLAN VIEW
<br />NOT TO SCALE
<br />RISER
<br />SECTIONS
<br />SCREEN, SUMP
<br />ACCESS
<br />VARIES
<br />APPLY MASTIC ROPE OR
<br />EQUIVALENT TO SEAL ALL
<br />RISER JOINTS
<br />25"0
<br />SEPARATION
<br />SCREEN —
<br />RCP
<br />INLEAO FLOW 1'
<br />CL
<br />INTERNAL COMPONENTS
<br />FASTENED WITH
<br />316SS FASTENERS
<br />NOTES
<br />3" —1 —
<br />316 STAINLESS STL.
<br />SHEAR PLATE — DTL. 1—A
<br />SCREEN/SUMP
<br />ACCESS
<br />CL CDS MH
<br />CE SCREEN/SUMP
<br />ACCESS
<br />FLOW
<br />24"0 MH COVER
<br />& FRAME, 1 OF 2
<br />GRADE RINGS AND
<br />/OR GROUT AS NEEDED
<br />RIM EL= PER PLAN
<br />I v
<br />1
<br />10"
<br />VARIES
<br />G7 RCP
<br />INLET
<br />V-1
<br />CE CDS MH
<br />CE SCREEN/SUMP
<br />I ACCESS
<br />^ FIBERGLASS
<br />N
<br />SEP
<br />SEPARATION
<br />CYLINDER
<br />VARIES
<br />it RCP
<br />OUTLET
<br />INLET INV.
<br />OUTLET EL= PER PLAN OUTLET INV.
<br />a EL= PER PLAT
<br />CDs m
<br />INLET
<br />1. TREATMENT UNIT SHALL COME COMPLETE 1/e/ FIBERGLASS
<br />COMPONENTS AND STAINLESS STL. SEPARATION SCREEN PRE—INSTALLED.
<br />2. TREATMENT UNIT SHALL BE CDS TECHNOLOGIES MODEL PMSU 20_25
<br />OR EQUIVALENT.
<br />SECTION B -B
<br />NOT TO SCALE
<br />STORMWATER TREATMENT UNIT
<br />RISER
<br />SECTIONS
<br />q SCREEN,
<br />SUMP
<br />ACCESS
<br />I
<br />I � �
<br />I
<br />uj
<br />I J
<br />LL
<br />I �
<br />— a
<br />M
<br />4.0'0
<br />SCREEN
<br />FIBERGLASS
<br />INLET AND
<br />SEPARATION
<br />CYLINDER
<br />11"f
<br />PIPE INV OUT.
<br />—11, VAI
<br />OUTLET
<br />312"
<br />I
<br />NOT TO SCALE
<br />IES
<br />5 0"
<br />J
<br />a
<br />m
<br />0
<br />T
<br />BACKFILLING. ENSURE 55" FROM TOP OF SEPARATION SLAB TO PIPE INVERT.
<br />I
<br />1-30"0 AND 1-24"0 MH
<br />COVER
<br />3.
<br />GROUT PIPE CONNECTIONS TO SEAL JOINT.
<br />- SUM -SEPARATION
<br />4'-7"
<br />SUMP 1 UMP OPEN
<br />SLAB
<br />4.
<br />SET BOTTOM OF OIL BAFFLE 32" ABOVE SEPARATION SLAB FLOOR; DRILL AND INSERT
<br />AND FRAMES SHOULD BE
<br />PER
<br />-
<br />"
<br />EE NOTE
<br />SPACED TO SECURE BAFFLE FLANGE TO RISER WALL -(HARDWARE SUPPLIED BY
<br />- SEE NOTE �4
<br />MFR.).
<br />COUNTY STD'S.
<br />2
<br />5.
<br />�.....'1(D5'
<br />_
<br />I
<br />1/2" x 1-1/2" SS HEX HEAD BOLTS W/ NUTS AND WASHERS -(HARDWARE SUPPLIED
<br />NOTES: - 9'-6" -
<br />BY MFR.). IN THE LEFT-HANDED CONFIGURATION THE "RED" COLORED
<br />1. THE INTERNAL COMPONENTS ARE SHOWN IN THE
<br />RIGHT -
<br />FLANGE ON THE SCREEN CYLINDER SHALL FACE UP. IN THE RIGHT-HANDED
<br />HAND CONFIGURATION -THESE COMPONENTS MAY
<br />FURNISHED
<br />CONFIGURATION, THE "GREEN" COLORED FLANGE SHALL FACE UP.
<br />IN THE MIRROR IMAGE TO THAT SHOWN (LEFT-HAND
<br />GROUT AND/OR GRADE
<br />CONFIGURATION).
<br />6.
<br />DRILL AND INSERT A MINIMUM OF SIX (6) 3/8" x 3-3/4" SS EXPANSION BOLTS
<br />EQUALLY SPACED TO SECURE FIBERGLASS INLET FLANGE TO RISER WALL -(HARDWARE
<br />2. FOR PROPER INSTALLATION, GREEN FLANGE ON
<br />SCREEN
<br />RINGS, AS NECESSARY---
<br />FACES UP.
<br />1BELOW
<br />7.
<br />VERIFY THAT SCREEN ASSEMBLY IS CENTERED OVER SUMP ACCESS HOLE AND
<br />3. TREATMENT UNIT SHALL BE CDS TECHNOLOGIES
<br />MODEL PMSU 40_40 OR
<br />ADJUST IF NECESSARY; FASTEN SCREEN TO SEPARATION SLAB USING FOUR (4)
<br />EQUIVALENT.
<br />3/8" x 3-3/4" SS EXPANSION BOLTS -(HARDWARE SUPPLIED BY MFR.).
<br />DEPTH
<br />B.
<br />BLOCK AND GROUT SEAL TO MATCH GRADE AS REQUIRED.
<br />�1
<br />SECTION A -A
<br />— DEPTH BELOW
<br />FINISHED GRADE
<br />Eriyjogu.
<br />ELEVATION VIEWMISCELLANEOUS.
<br />INLET PIPE
<br />IN(NOM')
<br />'
<br />NOTESNOT
<br />TO SCALENOT
<br />OUTLET PIPE
<br />EL— PER PLAN
<br />TO SCALE
<br />PROJECT ENGINEER
<br />DATE
<br />INVERT (NOM.)
<br />DATE
<br />SUBMITTED DATE
<br />APPROVAL RECOMMENDED
<br />DATE
<br />RCP
<br />INLETVWEIR
<br />�
<br />L
<br />2'
<br />2'-4'0VARIES
<br />N= PER PLAN
<br />9'_6" _.
<br />CONSTRUCTION NOTES1.
<br />APPLY BUTYL MASTIC AND/OR
<br />GROUT TO SEAL JOINTS OF
<br />MANHOLE STRUCTURE.
<br />4'-7"
<br />APPLY LOAD TO MASTIC SEAL
<br />IN JOINTS OF MH SECTIONS
<br />TO COMPRESS SEALANT
<br />IF NECESSARY. UNIT MUST BE
<br />WATER TIGHT, HOLDING WATER
<br />UP TO FLOWLINE
<br />INVERT (MINIMUM).
<br />DEPTH BELOW
<br />INLET PIPE
<br />2. IF SEPARATION SLAB IS NON -INTEGRAL
<br />TO THE SEPARATION
<br />SECTION OF THE UNIT,
<br />INVERT (NOM.)
<br />1'76"
<br />SET AND VERIFY TOP ELEVATION
<br />BEFORE PLACING MORE PRECAST
<br />COMPONENTS OR
<br />RISER
<br />SECTIONS
<br />q SCREEN,
<br />SUMP
<br />ACCESS
<br />I
<br />I � �
<br />I
<br />uj
<br />I J
<br />LL
<br />I �
<br />— a
<br />M
<br />4.0'0
<br />SCREEN
<br />FIBERGLASS
<br />INLET AND
<br />SEPARATION
<br />CYLINDER
<br />11"f
<br />PIPE INV OUT.
<br />—11, VAI
<br />OUTLET
<br />312"
<br />I
<br />NOT TO SCALE
<br />IES
<br />1"f, SEE
<br />NOTE #1
<br />1 —9 5'-11"
<br />DEPTH BELOW
<br />6 PIPE INVERT
<br />I�IPLATE DTL., T,
<br />2'-0" SEE SHT. 4 - -SEPARATION
<br />SCREEN
<br />SHEAR PLATE (NOT
<br />FASTENED)
<br />OPTIONAL — USE WITH SORBENTS
<br />1,
<br />15" ID
<br />24" OD
<br />NOT TO SCALE
<br />DETAIL 1-A
<br />CE CDS MH
<br />SEPARATION
<br />Q CHAMBER
<br />-77577—
<br />r
<br />CONSTRUCTION NOTES:
<br />1. APPLY BUTYL MASTIC AND/OR GROUT TO SEAL
<br />SUMP JOINTS OF MANHOLE STRUCTURE. APPLY LOAD TO SUMP
<br />MASTIC SEAL IN JOINTS OF MH SECTIONS TO
<br />COMPRESS SEALANT IF NECESSARY. UNIT MUST BE 6'_0^
<br />6'-0" WATER TIGHT, HOLDING WATER UP
<br />TO FLOWLINE INVERT (MINIMUM).
<br />NOTES: GENERAL NOTES:
<br />2. BEFORE PLACING MORE PRECAST COMPONENTS
<br />1. OVERSIZED CORES PROVIDED -ENSURE BASE SLAB IS OR BACKFILLING, ENSURE FIBERGLASS INLET AND 1. THE TREATMENT UNITS IS DELIVERED TO THE JOB
<br />PLACED AT THE INDICATED DEPTH BELOW PIPE INVERT. PIPE INVERTS MATCH INDICATED ELEVATIONS SITE WITH THE STAINLESS STEEL SCREEN
<br />2. INTERNAL FIBERGLASS COMPONENTS & 316SS SCREEN (SOME JOBS MAY HAVE THE INLET PIPE HIGHER CYLINDER, FIBERGLASS CYLINDER/INLET AND
<br />CYLINDER ARE DELIVERED PRE-INSTALLED; FOR FIELD THAN THE FIBERGLASS INLET INVERT). OIL BAFFLE PRE-INSTALLED.
<br />INSTALLATIONS, THE GREEN PAINTED CYLINDER FLANGE
<br />SHALL FACE UP FOR RIGHT-HAND CONFIGURED UNITS 3. GROUT OR FLEXIBLE CONNECTORS TO SEAL PIPE 2. INSTALL CDS UNIT PER CDS SPECIFICATIONS.
<br />(RED FLANGE UP FOR LEFT-HAND ORIENTATIONS). CONNECTIONS.
<br />3. CONTRACTOR TO BE EQUIPPED TO LIFT THE
<br />4. GRADE RINGS, BLOCKS AND/OR GROUT TO MATCH HEAVIEST PICK SECTION (9,500# TYPICAL,
<br />- FINISHED GRADE - SEAL AS NECESSARY. 11,000# MAXIMUM).
<br />SECTION A -A
<br />ELEVATION VIEW MISCELLANEOUS. NOTES
<br />NOT TO SCALE NOT TO SCALE
<br />5 0"
<br />J
<br />a
<br />m
<br />0
<br />DATE
<br />BACKFILLING. ENSURE 55" FROM TOP OF SEPARATION SLAB TO PIPE INVERT.
<br />I
<br />3'-0" 28"0
<br />3.
<br />GROUT PIPE CONNECTIONS TO SEAL JOINT.
<br />- SUM -SEPARATION
<br />SUMP 1 UMP OPEN
<br />SLAB
<br />4.
<br />SET BOTTOM OF OIL BAFFLE 32" ABOVE SEPARATION SLAB FLOOR; DRILL AND INSERT
<br />BOTTOM
<br />A MINIMUM OF FOURTEEN (14)3/8" x 3-3/4" SS EXPANSION BOLTS ® 12 O.C. EQUALLY
<br />EL=
<br />SPACED TO SECURE BAFFLE FLANGE TO RISER WALL -(HARDWARE SUPPLIED BY
<br />MFR.).
<br />5.
<br />FASTEN FIBERGLASS CYLINDER/INLET TO SCREEN ASSEMBLY USING FOUR (4) SETS OF
<br />1/2" x 1-1/2" SS HEX HEAD BOLTS W/ NUTS AND WASHERS -(HARDWARE SUPPLIED
<br />NOTES: - 9'-6" -
<br />BY MFR.). IN THE LEFT-HANDED CONFIGURATION THE "RED" COLORED
<br />1. THE INTERNAL COMPONENTS ARE SHOWN IN THE
<br />RIGHT -
<br />FLANGE ON THE SCREEN CYLINDER SHALL FACE UP. IN THE RIGHT-HANDED
<br />HAND CONFIGURATION -THESE COMPONENTS MAY
<br />FURNISHED
<br />CONFIGURATION, THE "GREEN" COLORED FLANGE SHALL FACE UP.
<br />IN THE MIRROR IMAGE TO THAT SHOWN (LEFT-HAND
<br />CONFIGURATION).
<br />6.
<br />DRILL AND INSERT A MINIMUM OF SIX (6) 3/8" x 3-3/4" SS EXPANSION BOLTS
<br />EQUALLY SPACED TO SECURE FIBERGLASS INLET FLANGE TO RISER WALL -(HARDWARE
<br />2. FOR PROPER INSTALLATION, GREEN FLANGE ON
<br />SCREEN
<br />SUPPLIED BY MFR.).
<br />FACES UP.
<br />7.
<br />VERIFY THAT SCREEN ASSEMBLY IS CENTERED OVER SUMP ACCESS HOLE AND
<br />3. TREATMENT UNIT SHALL BE CDS TECHNOLOGIES
<br />MODEL PMSU 40_40 OR
<br />ADJUST IF NECESSARY; FASTEN SCREEN TO SEPARATION SLAB USING FOUR (4)
<br />EQUIVALENT.
<br />3/8" x 3-3/4" SS EXPANSION BOLTS -(HARDWARE SUPPLIED BY MFR.).
<br />B.
<br />BLOCK AND GROUT SEAL TO MATCH GRADE AS REQUIRED.
<br />�1
<br />SECTION A -A
<br />Eriyjogu.
<br />ELEVATION VIEWMISCELLANEOUS.
<br />NOTESNOT
<br />TO SCALENOT
<br />TO SCALE
<br />PROJECT ENGINEER
<br />DATE
<br />I CHECKED
<br />DATE
<br />SUBMITTED DATE
<br />APPROVAL RECOMMENDED
<br />DATE
<br />1"f, SEE
<br />NOTE #1
<br />1 —9 5'-11"
<br />DEPTH BELOW
<br />6 PIPE INVERT
<br />I�IPLATE DTL., T,
<br />2'-0" SEE SHT. 4 - -SEPARATION
<br />SCREEN
<br />SHEAR PLATE (NOT
<br />FASTENED)
<br />OPTIONAL — USE WITH SORBENTS
<br />1,
<br />15" ID
<br />24" OD
<br />NOT TO SCALE
<br />DETAIL 1-A
<br />CE CDS MH
<br />SEPARATION
<br />Q CHAMBER
<br />-77577—
<br />r
<br />CONSTRUCTION NOTES:
<br />1. APPLY BUTYL MASTIC AND/OR GROUT TO SEAL
<br />SUMP JOINTS OF MANHOLE STRUCTURE. APPLY LOAD TO SUMP
<br />MASTIC SEAL IN JOINTS OF MH SECTIONS TO
<br />COMPRESS SEALANT IF NECESSARY. UNIT MUST BE 6'_0^
<br />6'-0" WATER TIGHT, HOLDING WATER UP
<br />TO FLOWLINE INVERT (MINIMUM).
<br />NOTES: GENERAL NOTES:
<br />2. BEFORE PLACING MORE PRECAST COMPONENTS
<br />1. OVERSIZED CORES PROVIDED -ENSURE BASE SLAB IS OR BACKFILLING, ENSURE FIBERGLASS INLET AND 1. THE TREATMENT UNITS IS DELIVERED TO THE JOB
<br />PLACED AT THE INDICATED DEPTH BELOW PIPE INVERT. PIPE INVERTS MATCH INDICATED ELEVATIONS SITE WITH THE STAINLESS STEEL SCREEN
<br />2. INTERNAL FIBERGLASS COMPONENTS & 316SS SCREEN (SOME JOBS MAY HAVE THE INLET PIPE HIGHER CYLINDER, FIBERGLASS CYLINDER/INLET AND
<br />CYLINDER ARE DELIVERED PRE-INSTALLED; FOR FIELD THAN THE FIBERGLASS INLET INVERT). OIL BAFFLE PRE-INSTALLED.
<br />INSTALLATIONS, THE GREEN PAINTED CYLINDER FLANGE
<br />SHALL FACE UP FOR RIGHT-HAND CONFIGURED UNITS 3. GROUT OR FLEXIBLE CONNECTORS TO SEAL PIPE 2. INSTALL CDS UNIT PER CDS SPECIFICATIONS.
<br />(RED FLANGE UP FOR LEFT-HAND ORIENTATIONS). CONNECTIONS.
<br />3. CONTRACTOR TO BE EQUIPPED TO LIFT THE
<br />4. GRADE RINGS, BLOCKS AND/OR GROUT TO MATCH HEAVIEST PICK SECTION (9,500# TYPICAL,
<br />- FINISHED GRADE - SEAL AS NECESSARY. 11,000# MAXIMUM).
<br />SECTION A -A
<br />ELEVATION VIEW MISCELLANEOUS. NOTES
<br />NOT TO SCALE NOT TO SCALE
<br />VARIES
<br />3
<br />1
<br />5-11"
<br />BELOW F -L
<br />INVERT
<br />ROTATE SEPARATION
<br />SLAB TO OBTAIN
<br />INDICATED OFFSET DISTANCES
<br />CONCRETE 24"0MH FRAME AND COVER ACCESS SOIL BAFFLE
<br />TOP CAP (TYP.), ALTERNATIVE ACCESS RISER,
<br />COVERS READILY AVAILABLE 8' 0" I.D. -
<br />FIBERGLASS " " L CENTER OF 96"0
<br />INLET FLANGE
<br />_ ' MH RISER SECTIONS
<br />INLET a \ / 0°00 — OIL BAFFLE FASTENED USING 6
<br />000000000 T ANCHORS, MIN. CENTER OF SCREEN,
<br />"000000'" ' r r (SUPPLIED BY MFR.) 28"0 SUMP OPENING
<br />0000000 r
<br />000
<br />� r
<br />r
<br />rrr V_2"
<br />FLOW." \� CL STORM Q FLOW 1 ' STORM
<br />" rF DRAIN T DRAIN
<br />000000000 � /�
<br />" .0000. r
<br />rI 0.°000000000" 8"
<br />RCP / " 000000 RCP
<br />INLETS RCP INLET-' ' RCP
<br />OUTLET OUTLET
<br />COMINGS PROVIDED
<br />A ATTACH SCREEN TO BY PRECASTER `
<br />8'-0" ID CONC. / 30"OMH PER CO. STD. FRAME SLAB USING 4 ANCHOR 48"0 SCREEN,
<br />MH, (9'-6" OD) AND COVER (TYP.) BOLTS, (SUPPLIED BY MFR.). SEE NOTE.
<br />NOTE:
<br />FOR PROPER INSTALLATION, GREEN FLANGE ON SCREEN FACES
<br />UP; RED FLANGE FASTENS TO TOP OF SEPARATION SLAB.
<br />PLAN VIEW SECTION VIEW
<br />NOT TO SCALE NOT TO SCALE
<br />NOT TO SCALE
<br />EAST STOCKTON
<br />STORM DRAINAGE IMPROVEMENTS
<br />DESCRIPTION
<br />5 0"
<br />J
<br />a
<br />m
<br />0
<br />DATE
<br />GCW
<br />I
<br />I
<br />VARIES
<br />3
<br />1
<br />5-11"
<br />BELOW F -L
<br />INVERT
<br />ROTATE SEPARATION
<br />SLAB TO OBTAIN
<br />INDICATED OFFSET DISTANCES
<br />CONCRETE 24"0MH FRAME AND COVER ACCESS SOIL BAFFLE
<br />TOP CAP (TYP.), ALTERNATIVE ACCESS RISER,
<br />COVERS READILY AVAILABLE 8' 0" I.D. -
<br />FIBERGLASS " " L CENTER OF 96"0
<br />INLET FLANGE
<br />_ ' MH RISER SECTIONS
<br />INLET a \ / 0°00 — OIL BAFFLE FASTENED USING 6
<br />000000000 T ANCHORS, MIN. CENTER OF SCREEN,
<br />"000000'" ' r r (SUPPLIED BY MFR.) 28"0 SUMP OPENING
<br />0000000 r
<br />000
<br />� r
<br />r
<br />rrr V_2"
<br />FLOW." \� CL STORM Q FLOW 1 ' STORM
<br />" rF DRAIN T DRAIN
<br />000000000 � /�
<br />" .0000. r
<br />rI 0.°000000000" 8"
<br />RCP / " 000000 RCP
<br />INLETS RCP INLET-' ' RCP
<br />OUTLET OUTLET
<br />COMINGS PROVIDED
<br />A ATTACH SCREEN TO BY PRECASTER `
<br />8'-0" ID CONC. / 30"OMH PER CO. STD. FRAME SLAB USING 4 ANCHOR 48"0 SCREEN,
<br />MH, (9'-6" OD) AND COVER (TYP.) BOLTS, (SUPPLIED BY MFR.). SEE NOTE.
<br />NOTE:
<br />FOR PROPER INSTALLATION, GREEN FLANGE ON SCREEN FACES
<br />UP; RED FLANGE FASTENS TO TOP OF SEPARATION SLAB.
<br />PLAN VIEW SECTION VIEW
<br />NOT TO SCALE NOT TO SCALE
<br />NOT TO SCALE
<br />EAST STOCKTON
<br />STORM DRAINAGE IMPROVEMENTS
<br />DESCRIPTION
<br />DATE
<br />AGEN.
<br />DATE
<br />GCW
<br />I
<br />G.C. WALLACE OF CALIFORNIA, INC.
<br />Engineers/Planners/Surveyors
<br />2150 RIVER PLAZA DR., SUITE 100, SACRAMENTO, CA 95833
<br />-_ TELEPHONE: (916) 286-7600 ^ FAX (916) 286-7601
<br />DRMWATER TREATMENT UNIT DETAILS;
<br />DEPARTMENT OF PUBLIC WORKS
<br />SAN JOAOUIN COUNTY, CALFORNIA
<br />AS NOTED SHEET NO 26
<br />SM/SH C28
<br />SH/DA OF 30 SHEET
<br />RUM 277-001
<br />DATE T-2^ 04 PROJECT NO
<br />
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