HomeMy WebLinkAbout0120-SU2.1.pdf0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 130 135 140
831.00
829.00
827.00
825.00
826.00
830.00
828.00
824.00
823.00
822.00
821.00
2'-91
2"
2'
1'-6"
6"
RAIN GARDEN BMP
NEW RETAINING
WALL FOR CONCRETE
RAMP
NEW 2X2 FT CONCRETE
STORM STRUCTURE.
TOP OF STRUCTURE
ELEV. = 828.00)
NEENAH R-4215-C
CONVEX GRATE
RIM ELEV. = 828.00
3 FT WIDE SECTION OF FILTER
CLOTH BENEATH UNDERDRAIN
UNDISTURBED SOIL
4 IN PERFORATED
UNDERDRAIN PER DETAIL
4 THIS SHEET
3 FT WIDE FILTER BED
AND SUBSURFACE
DRAIN SEE DETAIL 4/SU2.1
3 FOOT WIDE
FILTER BED AND
SUBSURFACE DRAIN SEE
DETAIL 4/SU2.1
4 IN AGED HARDWOOD
MULCH LAYER OVER
PLANTING SOIL
MAXIMUM PONDING
ELEV. = 827.50
NOTES:
1. CORE AND GROUT UNDERDRAIN CONNECTIONS TO NEW
CONCRETE STORM SEWER STRUCTURE
2. USE MANUFACTURED SOIL TIGHT FITTINGS
3. SEE DETAIL 4 THIS SHEET FOR GEOTEXTILE REQUIREMENTS
CORE 4 IN HOLE
AT ELEV. = 827.50
EXISTING
12" RCP
,19
SEE LANDSCAPE PLAN
FOR GRASS AND
PLANT SCHEDULE
WASHED RIVER GRAVEL
LANDSCAPE BEDS
6 IN PEA GRAVEL LAYER
WITH IMBEDDED UNDERDRAIN
3 IN SAND LAYER
OVER PEA GRAVEL
DUMPSTER PAD RAMP
RETAINING WALL - SEE
ARCHITECTURAL PLAN
NEW CONCRETE
STORM STRUCTURE
EXISTING STORM
SEWER
78" 10'-3" 10"
21"
SIZE
6"
8"
10"
12"
15"
18"
24"
30"
36"
42"
48"
54"
60"
66"
72"
27"
5'-2"
8'-0"
8'-6"
9'-1"
9'-8"
6'-3"
6'-11"
7'-4"
9"
9"
10"
9"
8"
9"
6"
4'-4"
3'-11"
3'-8"
3'-0"
2'-8"
2'-5"
3'-11" 3'-4"
4'-3"
5'-6"
5'-9"
2'-9"
3'-0"
3'-6"
6"
6"
6"
6"
5"
5"
4"
2'-3"
2'-1"
2'-0"
"W" "U"**
2'-6"
2'-6"
2'-6"
"T"
4"
4"
4"
"T" Min.
Top Of Pipe
"W" or "U" At
1'-0"
TRENCH DETAIL
UNDER EXISTING SEWERS, WATER
LINES, GAS LINES, TELEPHONE CABLE
AND ELECTRICAL CONDUITS, BACKFILL
WITH GRANULAR BEDDING MATERIAL
TO THE CENTERLINE OF THE EXISTING
UTILITY LINES.
FOR FLEXIBLE PIPE WITH SOLID OR
PROFILE WALLS, GRANULAR BEDDING
MATERIAL SHALL BE PLACED AND
HAND TAMPED IN 6" LAYERS TO A
MINIMUM OF 1"-0" ABOVE PIPE.
BED PIPE IN NO. 8 CRUSHED STONE
BEDDING MATERIAL HAND TAMPED IN
6" LAYERS TO 8 TO 12 INCHES ABOVE
PIPE. BEDDING MATERIAL SHALL
CONFORM TO INDOT 903.02, SIZE NO. 8
"W" IS THE MAXIMUM WIDTH FOR RIGID
PIPES. "U" IS THE MINIMUM WIDTH FOR
FLEXIBLE PIPES IN ACCORDANCE
WITH ASTM D-2321.
APPROVED EXCAVATED MATERIAL IN
UNPAVED AREAS UNLESS OTHERWISE
DIRECTED
NOTE:
NOTE:
MATCH EXISTING
PAVEMENT MATERIAL
AND THICKNESS
SPECIAL BACKFILL
UNDER PAVEMENT,
DRIVES, WALKS OR
WHERE ORDERED
TAMPED IN 6" LAYERS
SPECIAL BACKFILL
SHALL CONFORM TO
INDOT 211.02B
1'-0" MINIMUM
UNDISTURBED GROUND
EXISTING PAVEMENT,
SAW CUT STRAIGHT
EDGE
UNDISTURBED EARTH
** TABLE IS FOR ASTM D-3034, WALL
THICKNESS CLASS SDR 35 FOR 6"-15"
AND ASTM F-679 WALL THICKNESS
CLASS T-1 FOR 18"-36. FOR OTHER
FLEXIBLE PIPES, MINIMUM TRENCH
WIDTH "U" SHALL MEET
MANUFACTURER'S REQUIREMENTS.
TRENCH DETAIL
OR SEWER AND WATER MAINS NTS
NEENAH R-4215-C
CONVEX GRATE
RIM ELEV. = 828.00
CONCRETE BOX INLET
TOP OF RIM
ELEVATION (MAX
PONDING HEIGHT)
EXISTING 15" RCP
STORM SEWER
4 IN
CORE
INV. ELEV. = 827.50
CLASS "A" PRECAST
REINFORCED CONCRETE BOX
BASE SET ON
6" OF #8 OR #2
STONE
LAP
6"
9" MINIMUM
SLOPE SLOPE
3'-0"
1"
UNDERDRAIN
4" HARD WOOD
MULCH LAYER
4" PERFORATED DUAL WALL
UNDERDRAIN
3 IN CLEAN WASHED SAND
4 OZ./SYD. GEOTEXTILE
CONCRETE HEADWALL
6 IN OF WASHED
NO. 8 STONE
WOODY VEGETATION AND
PLANTS PER LANDSCAPE PLAN
GEOTEXTILE 8oz/SYD. MIN.
SEE PLAN
FABRIC SECURING PINS
COMPACTED SUBGRADE
TOE WALL
12"
24" 12" 6"
COBBLESTONE AT HEADWALL 12" PVC STORM SEWER ROOF DRAIN
LINE IE.= 826.25
RIVER COBBLE
18"
1" CHAMFER
BARS 2" CLEAR OF THE
#4 @ 12" O.C.
VERT. & HORIZ.
12"
12"
3-#4 CONT.
COMPACTED SUBGRADE
12" 12"
3" CLR.
INVERT
12"
2'-6"
ELEVATION
#4@12"O.C.
3" CLR.
PIPE DIA.
TERMINATE VERT. & HORIZ.
OUTSIDE DIAMETER OF PIPE.
CAST IN PLACE
CONCRETE HEADWALL
RIVER COBBLE ON
GEOTEXTILE 18 IN DEPTH
(100 S.F.)
TRENCH DRAIN
(SEE UTILITY PLAN)
UNDER
DRAIN
,19(/(9
SUMP
"SNOUT" OIL-DEBRIS
HOOD - SEE DETAIL
7/SU2.1 THIS SHEET
PROPOSED
GRADE LINE
CONCRETE
HEADWALL
PLAN VIEW
SIDE VIEW
MOUNTING
FLANGE INSTALLATION NOTE:
DETAIL A
ANCHOR SHIELD
DETAIL B
ANCHOR W/ BOLT
(SEE DETAIL A)
FOAM GASKET W/
PSA BACKING
(TRIM TO LENGTH)
POSITION HOOD SUCH THAT
BOTTOM FLANGE IS A
DISTANCE OF 1/2 OUTLET PIPE
DIAMETER (MIN.) BELOW THE
PIPE INVERT. SNOUT SIZED
FOR 15" RCP PER SUPPLIERS
RECOMMENDATION.
GASKET
COMPRESSED
BETWEEN HOOD AND
STRUCTURE (SEE
DETAIL B)
DRILLED HOLE
EXPANSION CONE
(NARROW END OUT)
STAINLESS
BOLT
SNOUT DETAIL
D
MANUFACTURER: BMP, INC.
OR APPROVED EQUAL
RELOCATED WATER MAIN
(SEE UTILITY PLAN)
CLEAN OUT
PER DETAIL 1
ON SHEET SU1.1
TRASH CONTAINER ACCESS
CONCRETE RAMP
TRENCH DRAIN
OUTLET PIPE
5" 6.1" 5"
LOCK-DOWN
BOLT
POLYMER
CONCRETE
CHANNEL
ACO TRENCH DRAIN
SCALE: NTS
COMPACTED
SUBGRADE
BEDDING CONCRETE
6" OF COMPACTED
NO. 53 STONE
12" 12" 12" 12"
6" REINFORCED CONCRETE
PAVING PER DETAIL 8/G4.1
12" #4 REBAR
EMBED IN EPOXY
2" DEPTH
4"
MIN.
12" #4 REBAR
EMBED IN EPOXY
2" DEPTH
HEAVY DUTY STEEL
GRATE RATED FOR
H-20 LOADING
12" PVC STORM SEWER
OUTLET IE.= 826.25
BOULDERS
RIVER
COBBLE
RAIN GARDEN BMP
EDUCATIONAL SIGNAGE
BOULDERS
BOULDERS
NOTE: PLACE GEOTEXTILE
ON BOTH VERTICAL SIDES
OF THE SAND BED TRENCH
SUMP INV.
ELEV. = 822.00
CLEAN OUT
PER DETAIL 1/SU2.2