HomeMy WebLinkAboutC-907 MISCELLANEOUS DETAILS(4'-0" [1219])SOLIDS STORAGE SUMP
INLET PIPE
(MULTIPLE INLET PIPES
MAY BE ACCOMMODATED)
OUTLET PIPE VARIESBB
2'-3" [686]PLAN VIEW B-B
NOT TO SCALE
ELEVATION A-A
NOT TO SCALE
FIBERGLASS INTERNAL
COMPONENTS
FLOW
CONTRACTOR TO GROUT
TO FINISHED GRADE
GRADE
RINGS/RISERS
A
A
48" [1219] I.D. MANHOLE
STRUCTURE
TOP SLAB ACCESS
(SEE FRAME AND COVER
DETAIL)FLOW
TOP OF CENTER CHAMBER
(EXTENSIONS AVAILABLE
AS REQUIRED)
INLET PIPE(S)
LOCATION MAY
VARY WITHIN 260°
PERMANENT
POOL ELEVATION
FRAME AND COVER
(DIAMETER VARIES)
NOT TO SCALE
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(5) ADAPTER
ANGLES
VARIABLE 0° - 360°
ACCORDING TO
PLANS
8" - 36"
8" MIN THICKNESS GUIDELINE
(3) VARIABLE SUMP DEPTH
ACCORDING TO PLANS
(6" MIN. ON 8" - 24", 10" MIN. ON 30"
& 12" MIN. ON 36"
BASED ON MANUFACTURING REQ.)
4" MIN ON 8" - 24"
6" MIN ON 30" & 36"
MINIMUM PIPE BURIAL
DEPTH PER PIPE
MANUFACTURER
RECOMMENDATION
(MIN. MANUFACTURING
REQ. SAME AS MIN. SUMP)
(3) VARIABLE INVERT HEIGHTS
AVAILABLE (ACCORDING TO
PLANS/TAKE OFF)
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I,
CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321.
BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE
PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
(4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS
AVAILABLE: 4" - 36" FOR CORRUGATED HDPE
(ADS N-12/HANCOR DUAL WALL, ADS/HANCOR
SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35),
PVC DWV (EX: SCH 40), PVC C900/C905,
CORRUGATED & RIBBED PVC
WATERTIGHT JOINT
(CORRUGATED HDPE SHOWN)
NYLOPLAST DRAIN BASIN WITH SOLID COVER
(6, 7) TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR
GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE
DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS,
TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS.
SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION.
(1, 2) INTEGRATED DUCTILE IRON
FRAME & COVER TO MATCH BASIN O.D.
18" MIN WIDTH GUIDELINE
1 - 8" - 30" SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05.
2 - 12" - 30" FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05.
8" & 10" SOLID COVERS FIT DIRECTLY ONTO DRAIN BASINS WITH THE USE OF
A PVC BODY TOP. SEE DRAWING NO. 7001-110-045.
3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN
DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING
RESTRICTIONS. SEE DRAWING NO. 7001-110-065.
4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO
ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL),
N-12 HP, & PVC SEWER (4" - 36").
5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE
MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012.
6 - 12" - 30" SOLID COVERS SHALL MEET H-20 LOAD RATING.
7 - 8" & 10" SOLID COVERS ARE RATED FOR LIGHT DUTY APPLICATIONS ONLY;
NO CONCRETE COLLAR NEEDED FOR LIGHT DUTY RATING.
A PART #GRATE OPTIONS
8"2808AG PEDESTRIAN/STANDARD
10"2810AG PEDESTRIAN/STANDARD
12"2812AG PEDESTRIAN STANDARD
15"2815AG PEDESTRIAN STANDARD
18"2818AG PEDESTRIAN STANDARD
24"2824AG PEDESTRIAN STANDARD
30"2830AG PEDESTRIAN STANDARD
SOLID
SOLID
SOLID
SOLID
SOLID
SOLID
SOLID
BRONZE
BRONZE
BRONZE
BRONZE
N/A
N/A
DOME
DOME
DOME
DOME
DOME
DOME
DOMEN/A
DROP IN
DROP IN
DROP IN
DROP IN
DROP IN
DROP IN
N/A CARMEL POLICE HEADQUARTERSDIRECTORY PATH: R:\Active\Carmel\Police Headquarters\Design\CAD\PlansFILENAME: C-907 MISCELLANEOUS DETAILS.dwgDATE/USER: 11/19/2021 3:16 PM / DpelosoIIDevelopment ConsultantsTransportation &C-907 C-907MISCELLANEOUS DETAILS800-338-1122 513-645-7000 513-645-7993 FAX
9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069
CASCADE SEPARATOR DESIGN NOTES
THE STANDARD #### CONFIGURATION IS SHOWN. ALTERNATE CONFIGURATIONS ARE AVAILABLE AND ARE LISTED BELOW. SOME CONFIGURATIONS
MAY BE COMBINED TO SUIT SITE REQUIREMENTS.
CONFIGURATION DESCRIPTION
GRATED INLET ONLY (NO INLET PIPE)
GRATED INLET WITH INLET PIPE OR PIPES
CURB INLET ONLY (NO INLET PIPE)
CURB INLET WITH INLET PIPE OR PIPES
GENERAL NOTES
1.CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE.
2.FOR SITE SPECIFIC DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHT, PLEASE CONTACT YOUR CONTECH ENGINEERED
SOLUTIONS LLC REPRESENTATIVE. www.ContechES.com
3.CASCADE SEPARATOR WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN
THIS DRAWING. CONTRACTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT.
4.CASCADE SEPARATOR STRUCTURE SHALL MEET AASHTO HS20 LOAD RATING, ASSUMING EARTH COVER OF 0' - 2' [610], AND GROUNDWATER
ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION.
CASTINGS SHALL MEET AASHTO M306 AND BE CAST WITH THE CONTECH LOGO.
5.CASCADE SEPARATOR STRUCTURE SHALL BE PRECAST CONCRETE CONFORMING TO ASTM C478 AND AASHTO LOAD FACTOR DESIGN
METHOD.
6.ALTERNATE UNITS ARE SHOWN IN MILLIMETERS [mm ].
INSTALLATION NOTES
A.ANY SUB-BASE, BACKFILL DEPTH, AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE
SPECIFIED BY ENGINEER OF RECORD.
B.CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE CASCADE SEPARATOR
MANHOLE STRUCTURE.
C.CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE.
D.CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET AND OUTLET PIPE(S). MATCH PIPE INVERTS WITH ELEVATIONS SHOWN. ALL PIPE
CENTERLINES TO MATCH PIPE OPENING CENTERLINES.
E.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
STRUCTURE ID
WATER QUALITY FLOW RATE (cfs [L/s])
PEAK FLOW RATE (cfs [L/s])
RETURN PERIOD OF PEAK FLOW (yrs)
RIM ELEVATION
PIPE DATA:INVERT MATERIAL DIAMETER
INLET PIPE 1
INLET PIPE 2
OUTLET PIPE
NOTES / SPECIAL REQUIREMENTS:
CS-4
CASCADE SEPARATOR
STANDARD DETAIL