HomeMy WebLinkAboutC301 PROJECT 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
GREATER THAN 5' (1)
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
12" MIN.Bc
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.
1'
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
TYP. BEDDING SECTION - CMP FINISH FLOOR
(NO SCALE)
D
EDGE OF PAVEMENT,
CURB, GUTTER OR SIMILAR
STRUCTURE IN THE PUBLIC
RIGHT-OF-WAY.
27" & SMALLER
(1) "B" BORROW OR EQUIV.
GRANULAR MATERIAL
COMPACTED TO 85%
STANDARD PROCTOR.
30" TO 60"
66" & LARGER 6
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
4
3
CONCRETE ENCASEMENT
WHEN NOT ALREADY IN
PROPOSED RIGID SURFACE
C301PROJECT DETAILSw160607-C801 detBOTTOM OF TRENCH
(NO SCALE)
3500 PSI CONCRETE
(NO SCALE)
27" & SMALLER
TYPICAL VALVE BOX INSTALLATION
30" TO 60"
SIMILAR INSTALLATION FOR CURB
BOX OR SERVICE LINE
COMPACTED BACKFILL
TO NATURAL GROUND
6
ADJUSTABLE
CAST IRON VALVE BOX
EAST JORDON NO. 6860
4
d(MIN.)
5.25" SHAFT
42" MIN."POSI-CAP"
VALVE COVER
(NO SCALE)4"TYPE I (NO SCALE)
3.0' MAX.
6" PIPE
(SEWER LATERAL)
4" X 6" INCREASER
1/8 STREET BEND
4" P.V.C. PIPE CLEANOUT PLUG & ADAPTER
1'
d
1/6 Bc
d(MIN.)
D
Bc
66" & LARGER
3
Bc= OUTSIDE DIAMETER
D = INSIDE DIAMETER
d = DEPTH OF BEDDING
MATERIAL BELOW PIPE
(NO SCALE)
SPRINGLINE (1)
REGULAR BACKFILL(1)
1.25 Bc + 12" (MIN.)
FOR ≤ 42" DIA.
1.25 Bc + 24" (MIN.)
FOR > 42" DIA.
5' OR LESS (2)
GREATER THAN 5' (1)
TYPICAL CLEANOUT SECTION
(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 PIPEBORE 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 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 ISSUESW16.0607PREPARED FOR:PROJECT NO.
SHEET NO.CHECKED BY:DRAWN BY:RLWDESIGNED BY:DWG NAME:PROJECT NO.:W16.0607DATEBY10.08.2021MLTDATE:RLWKnow what'sbelow.
before you dig.Call
R
D.B. KLAIN CONSTRUCTION, LLCVILLAGE OF WEST CLAY LOT 8SUBMITTED FOR REVIEW10.04.2021RLWW
S
N
E ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netB uild with conf idence.S MPART OF BLOCK "F", VILLAGE OF WEST CLAY, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANAMEETINGHOUSE ROAD, CARMEL, INDIANA 46032RUSSELL L. WEBSTER II, PE No. 11900318
10/8/2021RUSSELL L .WEBST
E
R I
IPROFESSIONA L E NGINEERREGISTER
E
DINDIA N A
No. PE11900318
STATE OFFINAL CONSTRUCTION PLANS10.08.2021RLWHIGH
VISABILTIY
PLASTIC
MESH FENCE
(NO SCALE)
TREE PRESERVATION DETAIL
BARRIERS THAT EXTEND BEYOND THE DRIPLINE PROTECT TREES DURING CONSTRUCTION.
EX. GRADE
FENCE POST
HIGH VISABILTIY
PLASTIC MESH
FENCE
WATER DRIP-LINE
EX. TREE
(DRIP-LINE)
PROP. FENCE POST
NOTE: AVOIDING DAMAGE DURING CONSTRUCTION
THE SUREST WAY TO PROTECT TREES THAT ARE TO BE SAVED IS TO:
1. WORK WITH THE BUILDER TO LOCATE AND MARK WITH FLAGGING AND/OR SIGNS ALL
CONSTRUCTION ROADS, PARKING PLACES FOR WORKERS, AND AREAS FOR STORAGE
OF BUILDING MATERIALS, GRAVEL AND SOIL.
2. WORK WITH THE UTILITY CONTRACTORS TO STAKE OUT THE EXACT LOCATION OF
TRENCHES.
3. ERECT PHYSICAL BARRIERS AROUND ALL "SAVED" TREES OR, BETTER YET, AROUND
GROUPS OF TREES, NEAR THE CONSTRUCTION ACTIVITY.
4. EXTEND BARRIERS AS FAR AS POSSIBLE BEYOND DRIPLINE.
01/11/22