HomeMy WebLinkAboutCivil Plans 4.8.19 16GREATER 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.
CONCRETE CRADLE DETAIL
NOTE:
CRADLE SHALL BEAR ON
UNDISTURBED EARTH
PERSPECTIVE VIEW
EARTH CUT AWAY
(NO SCALE)
D
27" & SMALLER
30" TO 60"
66" & LARGER 6
4
3
C801UTILITY DETAILSw180605-C801 util detBOTTOM OF TRENCH
(NO SCALE)
3500 PSI CONCRETE
d
1/6 Bc
d(MIN.)
Bc
TYPICAL
(REFER TO PLANS FOR SIZE)
(REFER TO PLANS)
PVC PIPE
SPECIFY OD OF CARRIER PIPEAND 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 PIPEBORE PIT PITRECEIVER/W LINER/W LINECENTERLINE OF ROADDISTANCE OF BORE
12' MIN.12' MIN.5' MIN.3' MIN.3' MIN.NOTE:ALL JOINTS IN CASINGPIPE 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)REVISIONS AND ISSUESPart of SE/4, Section 26, Township 18 North, Range 3 East, Clay Township, Hamilton County, INW18.0605PREPARED FOR:SOUTHWEST CORNER OF GRAND & MAIN, CARMEL, INPROJECT NO.
SHEET NO.CHECKED BY:DRAWN BY:RLWDESIGNED BY:DWG NAME:PROJECT NO.:W18.0605DATEBYSSRDATE:RLWKnow what's below.
before you dig.Call
R APPROVAL PENDINGNOT FOR CONSTRUCTIONSHOPPES ON MAINSUBMITTED FOR TAC REVIEW10.20.2017RLWSTEVEN 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.SMPLANS REVISED FOR CARMEL TAC COMMENTS12.08.2017RLWPLANS REVISED FOR REVIEW COMMENTS01.23.2018RLW04.08.2019PLANS REVISED FOR REVIEW COMMENTS02.12.2018RLWPLANS UPDATED FOR STUDIO M ARCHITECTS04.08.2019RLW