HomeMy WebLinkAboutG611_2020-266_P_SU2.1.UDSEE STRUCTURE DATA TABLE FOR
CASTING TYPE AND ELEVATIONFINISH GRADE
ASPHALTIC
MASTIC OR BUTYL
RUBBER SEAL
BETWEEN JOINTS
PRECAST CONCRETE ADJUSTING
RINGS AS NEEDED (12" OF RINGS MAX.)
ECCENTRIC CONE OR REDUCER
CAP AS REQUIRED BY SITE
CONDITIONS. CONE TOP TO
MATCH ADJUSTING RING PROFILE.
48" DIA. 5"16"TYP.PRECAST CONCRETE
SECTIONS
PREFORMED HOLE TO MAX.
OF PIPE O.D. + 6" W/ NON
SHRINK CEMENT GROUT
BENCHWALLS AT MIN. 1/2" PER
FOOT SLOPE. BENCHWALLS TO
BE CONSTRUCTED TO SPRING
LINE OF PIPE.
MANHOLE BASE SET ON
6" OF #8 OR #2 STONECOMPACTED
SUBGRADE
PLASTIC ENCAPSULATED
STEEL MANHOLE STEPS
O-RING GASKET
ASPHALTIC MASTIC
OR BUTYL RUBBER
SEAL AT JOINTS
BASE 6" OR 8"
PER SECTION
3"#4 BAR @ 12" o.c.
EACH WAY
(STEEL MESH
AREA = 0.12 SQ.
IN./SQ. FT.)
STORM MANHOLE TYPE "C" DETAIL
1/2" = 1'-0"
24" DIA.
SEE STRUCTURE DATA
TABLE FOR PIPE SIZE
AND INVERT ELEV.
NOTES:
1. MANHOLE CONFORMS TO ASTM C478, JOINTS CONFORM TO ASTM C443.
2. ALL STORM SEWER CASTINGS SHALL BE MARKED "DUMP NO WASTE
DRAINS TO WATERWAYS".
3. SEE UTILITY PLAN FOR STORM SEWER STRUCTURE DATA TABLE.VARIES16" MIN.12" TO 15""A"
PIPE SIZE
24" X 24"
STRUCTURE SIZING CHART
"F" 30" X 30"
"M" 24" X 36"
1" = 1'-0"
STORM INLET DETAIL
INSIDE
DIMENSIONS
INLET
TYPE
8"6"
CLASS "A" PRECAST REINFORCED
CONCRETE BOX
SEE STRUCTURE DATA
TABLE FOR PIPE SIZE
AND INVERT ELEV.
INSIDE DIMENSION
* SEE SIZING CHART ABOVE
SEE STRUCTURE DATA TABLE FOR
CASTING TYPE AND ELEVATION
BASE SET ON 6" OF
#8 OR #2 STONE
COMPACTED
SUBGRADEINSIDE DIMENSION* SEE SIZING CHART ABOVEMAX. NUMBER OF
SIDES OF THE
INLET WITH PIPES
3
18" TO 24"
315" TO 18"
3
NOTES:
1. ALL STORM SEWER CASTINGS SHALL BE MARKED "DUMP NO WASTE
DRAINS TO WATERWAYS".
2. SEE UTILITY PLAN FOR STORM SEWER STRUCTURE DATA TABLE.
FOR PIPE LOCATED IN AND
WITHIN 5' OF PAVED AREAS
FOR PIPE LOCATED
IN GRASSED AREAS
STORM SEWER (PVC & HDPE) TRENCH DETAIL
NO SCALE
NOTES:
1. ALL BEDDING & INITIAL BACKFILL
SHALL BE INSTALLED IN 6" TO 12"
BALANCED LIFTS.
2. A MIN. 9" CLEARANCE EACH SIDE
OR PIPE FOR 42" DIA. AND LESS.
Bc MIN.4"12"MIN. 1.25 O.D.+12"
MIN. 6" TOPSOIL
OUTSIDE PAVEMENT LIMITS
PAVEMENT SECTION
REGULAR BACKFILL -
GREATER THAN 5' FROM
EDGE OF PAVEMENT
COMPACTED 90%
REGULAR BACKFILL-
GREATER THAN 5' FROM
EDGE OF PAVEMENT
COMPACTED TO 90%
#8 CRUSHED STONE OR
EQUIVALENT CLASS 1
MATERIAL HAND TAMPED
OR WALKED INTO PLACE
"B" BORROW (INDOT SPEC.) OR
EQUIVALENT GRANULAR
MATERIAL COMPACTED TO 95%
STANDARD PROCTER DENSITY
20 L.F. (MI N,)2
0
L
.
F
.
(M
I
N
,
)20 L.F. (MIN,) 2
0
L
.
F
.
(M
I
N
,
)
20 L.F. (MIN,)20 L.F. (MIN,) 20 L.F. (MIN,)2
0
L
.
F
.
(M
I
N
,
)2'-0"VARIES4" DIA. PERF.
PVC SDR-35 PIPE
1'-0"4"NON WOVEN
FILTER CLOTH
#8 WASHED
AGGREGATE
COMPACTED AGGREGATE BASE
PAVEMENT
CURB INLET
NOTES:
1. TAP STRUCTURES IN PAVEMENT AS SHOWN
OR AS DIRECTED ON THE PLAN SHEET
2. ADJUST UNDERDRAIN AS REQUIRED TO
AVOID SEWER LINES AND OTHER UTILITIES.
3. GROUT SOLID THE CONNECTION TO STORM
STRUCTURE
PAVEMENT UNDERDRAIN DETAIL
NONE
STORM SEWER / WATER LINE CROSSING DETAIL
NONE
PRECAST CONCRETE
ADJUSTING RING AS
NEEDED (4 MAX.)
PRECAST CONCRETE
SECTIONS
STR. #111 OUTLET CONTROL STRUCTURE DETAIL
NOT TO SCALE
ASPHALTIC MASTIC OR
BUTYL RUBBER SEAL
BETWEEN JOINTS
12" THICK STEEL PLATE
RESTRICTOR
#4 BAR @ 12" o.c.
EACH WAY
(STEEL MESH AREA =
0.12 SQ. IN./SQ. FT.)12" HDPEINFLUENTPIPE12" RCP
OUTLET
PIPE
12" THICK STEEL PLATE
RESTRICTOR
1/2" THICK STEEL PLATE
ANGLE BRACKET (TYP.)
MANHOLE BASE SET ON
6" OF #8 OR #2 STONECOMPACTED SUBGRADE
24" DIA.
NEENAH R-1772
T.O.R.= 809.05
FINISH
GRADE
TOP OF STEEL PLATE
ELEV = 806.04
FRONT VIEW
4' DIA.
6" DIA. ORIFICE
INV. = 800.50
6" DIA. ORIFICE
INV. = 803.72
GALVANIZED STEEL GRATE
(APPROX. 12"x12"x4")
CENTERED ON EACH
ORIFICE OPENING AND
WELDED TO STEEL PLATE
GALVANIZED STEEL GRATE
(APPROX. 12"x12"x4")
CENTERED ON EACH
ORIFICE OPENING AND
WELDED TO STEEL PLATE
NOTE:
SEE "STANDARD 4' STORM MANHOLE DETAIL" ON
THIS SHEET FOR ADDITION DETAIL INFORMATION.
MANHOLE BASE SET ON
6" OF #8 OR #2 STONECOMPACTED SUBGRADE
24" DIA.
NEENAH R-1772
T.O.R.= 809.05
FINISH
GRADE
TOP OF STEEL PLATE
100 YR. ELEV = 806.04
SIDE VIEW
4' DIA.
6" DIA. ORIFICE
INV. = 800.50
6" DIA. ORIFICE
INV. = 803.72
12" HDPE INFLUENT
INV. = 800.39
12" RCP OUTLET
INV. = 800.29
24" SUMPBASE 6" OR 8"
PER SECTION
MANHOLE BOTTOM
INV. = 798.2916"PLASTIC ENCAPSULATED
STEEL MANHOLE STEPS
O-RING GASKET ASPHALTIC
MASTIC OR BUTYL RUBBER
SEAL AT JOINTS
CONSULTANT
PROJECT NUMBER: TLF-2020-266
CARMEL CLAY SCHOOLS
PROJECT ISSUE DATE: 10.14.2020
DRAWN BY: HHW
REV.
NO. DESCRIPTION DATE
TAC 10/14/2020A
CONSTRUCTION DOCUMENTS
WWW.FHAI.COM
ARCHITECT
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CARMEL HIGH
SCHOOL
520 E MAIN STREET
CARMEL, IN 46032
PARKING LOT
ADDITION
19700317
No.
RESPONSE TO TAC COMMENTS 11/25/2020B
RESPONSE TO TAC COMMENTS 12/29/2020C
SU2.1
UTILITY DETAILS
07/21/21