HomeMy WebLinkAboutC801 UTILITY DETAILS - ROSIES GARDENSGREATER 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
(2) "B" BORROW OR EQUIV. GRANULAR
MATERIAL COMPACTED TO 95%
STANDARD PROCTOR DENSITY.
TYP. BEDDING SECTION - CMP
EDGE OF PAVEMENT,
CURB, GUTTER OR SIMILAR
STRUCTURE IN THE PUBLIC
RIGHT-OF-WAY.
(1) "B" BORROW OR EQUIV.
GRANULAR MATERIAL
COMPACTED TO 85%
STANDARD PROCTOR.
NOTES
·ALL BEDDING & INITIAL BACKFILL SHALL BE
INSTALLED IN 6" TO 12" BALANCED LIFTS.
·MIN. OF 9" CLEARANCE EACH SIDE OF PIPE
FOR 42" DIA. AND LESS.
·MIN. OF 12" CLEARANCE EACH SIDE OF PIPE
FOR LARGER THAN 42" DIA.
(1) "B" BORROW OR EQUIV.
GRANULAR MATERIAL
COMPACTED TO 90%
STANDARD PROCTOR DENSITY
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
D
27" & SMALLER
30" TO 60"
66" & LARGER 6
4
3
d(MIN.)Bc= OUTSIDE DIAMETER
D = INSIDE DIAMETER
d = DEPTH OF BEDDING
MATERIAL BELOW PIPE
(NO SCALE)
SPRINGLINE (1)
1/2 Bc
d
Bc MIN. 12"REGULAR BACKFILL(1)
5' OR LESS (2)
GREATER THAN 5' (1)
1.25 Bc + 12" (MIN.)
FOR ≤ 42" DIA.
1.25 Bc + 24" (MIN.)
FOR > 42" DIA.
TYPICAL CLEANOUT SECTION
TYPICAL
(REFER TO PLANS FOR SIZE)
(REFER TO PLANS)
PVC PIPE
SPECIFY OD OF CARRIER PIPE
AND ID OF CASING PIPE
PIPE CASING SPACER
CASING SPACERS.
3 SPACERS REQUIRED PER LENGTH OF PIPE
PROTECTION AT ENDS OF CASING
BUT ALLOWING LEAKAGE TO PASS.
A WAY AS TO PREVENT THE ENTRANCE OF FOREIGN MATERIAL,
CASING SHALL HAVE BOTH ENDS BLOCKED UP IN SUCH
WELD SHALL CONFORM TO AWWA C206.
STEEL CASING SECTIONS SHALL BE CONNECTED BY WELDING.
WELDING
TOP OF CASING PIPE
BORE PIT PIT
RECEIVER/W LINER/W LINECENTERLINE OF ROADDISTANCE OF BORE
12' MIN.12' MIN.5' MIN.3' MIN.3' MIN.NOTE:
ALL JOINTS IN CASING
PIPE MUST BE RESTRAINED.
BOTTOM HALF
TOP HALF
ULTRA HIGH MOLECULAR WEIGHT POLYMER.
DURA SLIDE IS A CHEMICAL MODIFIED, FILLED,
WITH HIGH RESISTANCE TO ABRASION AND SLIDE WEAR
RUNNER - ULTRA HIGH MOLECULAR WEIGHT POLYMER
LINER - PVC .090 THICK WITH 85-90 DUROMETER
RIBBED FLANGE
SHELL
TYPICAL BORE CASING PIPE
(NO SCALE)
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
C801 UTILITY DETAILS - ROSIES GARDENSC801UTILITY DETAILSW22.0156SSRW22.015604/06/2023EACSSRROSIE'S GARDENS10402 N. College Avenue, Carmel, IN 4628010 9abcd 8 7 6efgh109876
5 4 3 2 Part of the NE/4 of Section 11, Township 17 North, Range 3 East, Clay Township, Hamilton County, Indiana1 PREPARED FOR:PROJECT NO.
SHEET NO.abcd5 4 3 2
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fhAPPROVAL PENDINGNOT FOR CONSTRUCTIONREVISIONS PER SECOND ROUND OF COMMENTS 08.21.2023SMB1gALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitecturePROJECT NO.:REVISIONS AND ISSUESDATEBYDWG NAME:DESIGNED BY:DRAWN BY:CHECKED BY:DATE:STEVEN SCOTT RUCKER P.E. 11300279