HomeMy WebLinkAbout32_SU2.1_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
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 1/6 Bc3"
4"
6"
LEGEND
MATERIAL BELOW PIPE
d = DEPTH OF BEDDING
D = INSIDE DIAMETER
Bc = OUTSIDE DIAMETER
30" TO 60"
27" & SMALLER
66" & LARGER
D (d) MIN.
3/4" = 1'-0"
DEPTH OF BEDDING
MATERIAL BELOW PIPE
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.
REGULAR BACKFILL -
GREATER THAN 5' FROM EDGE
OF PAVEMENT COMPACTED 90%
MIN. 1.25 O.D.+12"
FOR PIPE LOCATED IN AND
WITHIN 5' OF PAVED AREAS
FOR PIPE LOCATED
IN GRASSED AREAS
Bc
MIN. 6" TOPSOIL
IN NON-PAVED AREAS
PAVEMENT SECTION
"B" BORROW (INDOT SPEC.) OR
EQUIVALENET GRANULAR
MATERIAL COMPACTED TO 95%
STANDARD PROCTER DENSITY
"B" BORROW (INDOT SPEC.) OR
EQUIVALENET GRANULAR
MATERIAL COMPACTED TO 95%
STANDARD PROCTER DENSITY dSTORM SEWER (RCP) TRENCH 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"
CLEANOUT DETAILVARIESFINISH GRADE
STORM OR SANITARY 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)
30"
72"
60"
102"
108"
96"
6"
7"
9"
9"
SEE SCHEDULE
FOR CASTING TYPE
AND ELEVATIONFINISH
GRADE
STORM MANHOLE TYPE "J - N" DETAIL
1/2" = 1'-0"
24" DIA.
PRECAST CONCRETE
ADJUSTING RING
4" MIN. - 12" MAX.
SEE DETAIL
PLASTIC ENCAPSULATED
STEEL MANHOLE STEPS
48" DIA.
STANDARD PRECAST
MANHOLE CAP OR CONE
3" MIN.6'-0" MIN.9"8"MIN.3" MIN.16"TYP.5"5"
CONCRETE REDUCER CAP
1/2" PER FOOT SLOPE
BASE SET ON 6" OF
#8 OR #2 STONE
COMPACTED
SUBGRADE
DIA. "F"
"H""H"1'-0" MIN. OVER
HIGHEST PIPE
DIA. "
G"
ONE COMPLETE UNIT OF PRECAST
CONC. MANHOLE BASE AND RISER.
SEPARATE BASE IS OPTIONAL
NOTES:
MANHOLE CONFORMS TO ASTM C478.
JOINTS CONFORM TO ASTM C443.
NO BRICK OR BLOCK WILL BE
ALLOWED IN MANHOLE.
MANHOLE
TYPE
"J"
"K"
"L"
"M"
"N"
MANHOLE
DIA "F"
MAX. PIPE SIZE
@ 90° - DIA "G"
"H" - WALL
THICKNESS
36"
48"
60"
72"9"
MAX. PIPE SIZE
MAINLINE - DIA "G"
36"
48"
54"
72"
84"
SU2.1
UTILITY DETAILS
COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220014.00
CARMEL HIGH
SCHOOL
NATATORIUM
ADDITION AND
RENOVATIONS
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 11.17.2021
REGULATORY REVIEW
DRAWN BY: HHW
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO.DESCRIPTION DATE
CONSULTANT
A TAC SUBMITTAL 11/17/2021
19700317
No.