HomeMy WebLinkAboutC801 UTILITY DETAILSGREATER THAN 5' (1)
LESS THAN 5' (2)
Bc= OUTSIDE DIAMETER
D = INSIDE DIAMETER
d = DEPTH OF BEDDING
MATERIAL BELOW PIPE
TYPICAL BEDDING SECTION - RCP PIPE
MIN. 6" TOPSOIL TO ENSURE
GRASS GROWTH IF NOT UNDER
PAVEMENT.
(1) MIN. 1.25 Bc
(2) 1.25 Bc + 12" (MIN.)
EDGE OF PAVEMENT,
CURB, GUTTER OR
SIMILAR STRUCTURE.
(1) REGULAR BACKFILL (2) "B" BORROW OR EQUIV.
GRANULAR MATERIAL
COMPACTED TO 95% STANDARD
PROCTOR DENSITY.
"B" BORROW OR EQUIV.
GRANULAR MATERIAL
COMPACTED TO 95% STANDARD
PROCTOR DENSITY.
NOTE:
ALL BEDDING & INITIAL
BACKFILL SHALL BE INSTALLED
IN 6" TO 12" BALANCED LIFTS. A
MIN. OF 9" CLEARANCE SHALL
BE PROVIDED ON EACH SIDE OF
THE INSTALLED PIPE.
(2) "B" BORROW OR EQUIV.
GRANULAR MATERIAL
COMPACTED TO 95%
STANDARD PROCTOR DENSITY
#8 CRUSHED STONE OR
APPROVED EQUIVALENT
CLASS I BEDDING MATERIAL
HAND TAMPED OR WALKED
INTO PLACE
TYPICAL BEDDING SECTION - PVC & HDPE
ALL BEDDING & INITIAL BACKFILL SHALL
BE INSTALLED IN 6" TO 12" BALANCED
LIFTS A MIN. 9" CLEARANCE SHALL BE
PROVIDED ON EACH SIDE OF THE
INSTALLED PIPE
Bc = OUTSIDE DIAMETER
D = INSIDE DIAMETER
D = DEPTH OF BEDDING
MATERIAL BELOW PIPE
(1) REGULAR BACKFILL
EDGE OF PAVEMENT,
CURB, GUTTER OR
SIMILAR STRUCTURE IN
THE PUBLIC
RIGHT-OF-WAY
MIN. 6" TOPSOIL TO ENSURE
GRASS GROWTH IF NOT UNDER
PAVEMENT
CONCRETE CRADLE DETAIL
NOTE:
CRADLE SHALL BEAR ON
UNDISTURBED EARTH
PERSPECTIVE VIEW
EARTH CUT AWAY
CONCRETE ENCASEMENT
WHEN NOT ALREADY IN
PROPOSED RIGID SURFACE
GREATER THAN 5' (1)
BOTTOM OF TRENCH
(NO SCALE)
3500 PSI CONCRETE
(NO SCALE)
TYPICAL VALVE BOX INSTALLATION
SIMILAR INSTALLATION FOR CURB
BOX OR SERVICE LINE
COMPACTED BACKFILL
TO NATURAL GROUND
ADJUSTABLE
CAST IRON VALVE BOX
EAST JORDON NO. 6860
5.25" SHAFT
"POSI-CAP"
VALVE COVER
(NO SCALE)
TYPE I (NO SCALE)
6" PIPE
(SEWER LATERAL)
4" X 6" INCREASER
1/8 STREET BEND
4" P.V.C. PIPE CLEANOUT PLUG & ADAPTER
NEENAH CASTING R-1976 OR EJIW
1578 FOR CLEANOUT IN PAVEMENT.
NOTE:
LATERAL CONNECTION TO CLEANOUT
STRUCTURE TO BE WITHIN 3.0' (THREE
FEET) OF THE FOUNDATION WALL.
OUTSIDE GRADE
FINISH FLOOR
(NO SCALE)
D
27" & SMALLER
30" TO 60"
66" & LARGER 6
4
3
d(MIN.)
1/6 Bc
d
Bc
TYPICAL CLEANOUT SECTION
6" PVC CAP
TYPE 2 (NO SCALE)
(HARDSCAPE SURFACES AND ALL OTHER
INSTALLATIONS BEYOND THREE FEET OF BUILDING)
NOTE:
ALL CLEANOUT PIPE AND
FITTINGS TO BE PVC
SCHEDULE 40 OR SDR-35
NOTE:
CONCRETE APRON AND CASTING
SHALL BE INSTALLED SO THAT
THEY DO NOT CONTACT THE
LATERAL OR LATERAL CAP.
EAST JORDAN IRONWORKS MODEL
1755 CASTING, LETTERED "SEWER"
FINAL GRADE
36" X 36" X 6" CONCRETE APRON
WITH 4 X 4 X 6 WELDED WIRE FABRIC
#8 STONE BELOW CONCRETE APRON TO PREVENT
SETTLING. EXTEND TO UNDISTURBED EARTH.
6" 1/8 BEND
45° (6" X 6")
6" SEWER LATERALFLOW
6" PVC PIPE
PLACE MINIMUM 10" DIAMETER HDPE PIPE
AROUND LATERAL PRIOR TO BACKFILLING.
HPDE PIPE TO EXTEND INTO CONCRETE.
TYPICAL CLEANOUT SECTION
REVISIONS AND ISSUESPart of the NW/4 of Section 06, Township 17 North, Range 4 East, Delaware Township, Hamilton County, IndianaW220335PREPARED FOR:1701 E. 116TH STREET PROJECT NO.
SHEET NO.CHECKED BY:DRAWN BY:TASDESIGNED BY:DWG NAME:PROJECT NO.:W220335DATEBY09.14.2022SSRDATE:TASAPPROVAL PENDINGNOT FOR CONSTRUCTIONCARMEL OFFICE BUILDINGRevised site based on Carmel comments and building changes2023-02-24SR/MSREVISIONS PER ADLS REVIEW 2023-06-05SSRSTEVEN SCOTT RUCKER P.E. 11300279ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SM06/05/2023
C801UTILITY DETAILS