HomeMy WebLinkAbout35_SU3.01-SITE UTILITY DETAILSSEE 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
STORM SEWER / WATER LINE CROSSING DETAIL
NONE
NO SCALE
1 1/2" RAD.WALLDIAMETER
R-1E1 1/2" RAD.
WALL
1/32 TAPER PER
INCH PER SIDE
WALLR-1
EWALLDIA.+1ADIAMETER
HORIZONTAL FLARE
VERTICAL FLARE
SECTION BB
R-2
BSKIRT
DIAMETERA
B
D
B
C
WALLDIAMETERSECTION AA
G or T (TONGUE-INLET END)WALL(GROOVE-OUTLET END)
A
5224998842672246550454828
35
39
21
21
21
21
PORTIONS OF A.S.T.M. SPECIFICATION C76.
NOTE: MANUFACTURER OF END SECTION IS IN ACCORDANCE WITH APPLICABLE
78
84
7
8
6
7
660
66
72
6
7
54 5
5
5
6
4
14430
16350
24
24
78
78
308750
10630
12520
24
34
8040 27
60
78
78
65
99
99
114
120
79
85
99
99
99
100
6196
102
108
67
73
90 55
44
41 24
24
8
9
2436
38
35 24
24
32 24
6
7
7
6
SIZE SCHEDULE
46
48
38
30
25
19
34
35
39
46
2327
36
42
4
4
30
33
3
3
3
3
3
3
221
24 3
15
18
2
2
2
2
2
2
48101930
4100
5380
15
21
2190
3150
12
13
63
63
54
58
91280
1520 9
740
990
6
9
35
43
27
27
WALLDIA.
12 2
G or T
1
AWT. SEC
530 4 24
B
287354
97
98
73
97
72
78
37
43
60
66
31
34
73
73
73
73
2242
48 25
30
36
16
19
41417
27
24 20
22
23
18 15
17
5
5
5
5
1316
16 14
15
12 11
12
4
4
3
4
72
C D DIA.+1E
24 13
R-2R-1
10 9
SKIRT
3
PRECAST FLARED END SECTION DETAIL
SLOPE
MIN.
NOTE: CLEANOUTS IN PAVED AREAS TO BE ACCESSIBLE VIA YARD
BOXES OR EXTENDED FLUSH WITH THE PAVING. CO VER SHOULD BE
THREADED TYPE, WATER TIGHT AND CAPPED.
1/2" = 1'-0"
EXTERIOR CLEANOUT DETAILVARIESFINISH GRADE
STORM SEWER
(SIZE SHOWN ON PLANS)
SAME SIZE AS MAIN
LINE (MAX. 8"
REQUIRED ON
STORM SEWERS)
1'-0"1'-0"
MIN.6"1/2"HEAVY DUTY CLEANOUT
CASTING - JAY R. SMITH 4253
SERIES OR EQUAL
CONCRETE COLLAR
(CONCRETE SHALL
NOT BE IN
CONTACT w/ PIPE)
NO SCALE
ACO TRENCH DRAIN DETAIL PRECAST CONCRETE
SECTIONS
MANHOLE BASE SET ON
6" OF #8 OR #2 STONECOMPACTED SUBGRADE
OUTLET CONTROL STR 108 DETAIL
NOT TO SCALE
24" DIA.
SEE SCHEDULE
FOR CASTING TYPE
ELEV: 784.24
FINISH
GRADE
ASPHALTIC MASTIC OR
BUTYL RUBBER SEAL
BETWEEN JOINTS
8" REDUCER CAP
16"PLASTIC ENCAPSULATED
STEEL MANHOLE STEPS
O-RING GASKET ASPHALTIC
MASTIC OR BUTYL RUBBER
SEAL AT JOINTS
12" THICK STEEL PLATE
RESTRICTOR
12" HDPE INFLUENT
INV. = 778.4012" HDPE OUTLET
INV. = 778.40
2' SUMPREQ'D.BASE 6" OR 8"
PER SECTION
#4 BAR @ 12" o.c.
EACH WAY
(STEEL MESH
AREA = 0.12 SQ.
IN./SQ. FT.)12" HDPEINFLUENTPIPE12" HDP
E
OUTL
E
T
PIP
E
12" THICK STEEL PLATE
RESTRICTOR
1/2" THICK STEEL PLATE
ANGLE BRACKET (TYP.)
MANHOLE BTM
INV. = 776.40
TOP OF PLATE
ELEV = 782.41 (100-YR)
6" DIA. CIRCULAR ORIFICE
INV. = 778.40
6" CIRCULAR ORIFICE
INV. = 780.50
SU3.01
SITE UTILITY DETAILS
CONSULTANT
CARMEL CLAY SCHOOLS
WWW.FHAI.COM
ARCHITECT
317-848-0966
350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204
COPYRIGHT 2020 BY FANNING/HOWEY ASSOCIATES, INC.
CARMEL HIGH
SCHOOL
5201 E MAIN STREET
CARMEL, IN 46033
HARTMAN FIELD
IMPROVEMENTS
NOT FOR CONSTRUCTIONTAC SUBMITTAL
REV.
NO.DESCRIPTION DATE
TAC SUBMITTAL 02/17/2021A
PROJECT NUMBER: 220127.00
PROJECT ISSUE DATE: 02/17/2021
DRAWN BY: HHW
PROJECT
220127.00
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