HomeMy WebLinkAbout13_SU2.0.UDFOR PIPE LOCATED IN AND
WITHIN 5' OF PAVED AREAS
FOR PIPE LOCATED
IN GRASSED AREAS
STORM SEWER (PVC & HDPE) TRENCH - DETAIL B
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
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 - DETAIL AVARIESFINISH 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
REQ'D IN PAVED AREAS
(CONCRETE SHALL NOT
BE IN CONTACT w/ PIPE)
#6 GAUGE GALVANIZED WIRE SPOT WELD
AT ALL POINTS OF CONTACT
SLOPED HEADWALL - DETAIL C
CONCRETE SLAB
NO SCALE
END VIEW
B
B
2'x2'x4" THICK
SECTION
1'-0" INTO PIPE
EXTEND APPROXIMATELY
AS SHOWN. WIRES SHALL
BEND WIRES MARKED B
6" PVC ROOF DRAIN
SU2.0
SITE UTILITY DETAILS
CONSULTANT
CARMEL CLAY SCHOOLS
WWW.FHAI.COM
ARCHITECT
317-848-0966
350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204
COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.
5201 EAST MAIN STREET
CARMEL, INDIANA
TAC SUBMITTAL
REV.
NO.DESCRIPTION DATE
ISSUE FOR BID/TAC REVIEW 03/15/20210
PROJECT NUMBER: 220144.00
PROJECT ISSUE DATE: MARCH 15, 2021
DRAWN BY: DBS
WWW.TLF-ENGINEERS.COM317-334-1500
3901 W 86TH ST #200, INDIANAPOLIS, IN 46268
EDUCATIONAL
SERVICES CENTER
ADDITION AND
REMODELING
ADDENDUM #1 04/19/20211
CITY COMMENTS 08/19/20212