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
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
"
M
I
N
.
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
C801
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3500 PSI CONCRETE
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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
"
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"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
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STEVEN SCOTT RUCKER P.E. 11300279
HPDE PIPE TO EXTEND INTO CONCRETE.
AROUND LATERAL PRIOR TO BACKFILLING.
PLACE MINIMUM 10" DIAMETER HDPE PIPE
LATERAL OR LATERAL CAP.
THEY DO NOT CONTACT THE
SHALL BE INSTALLED SO THAT
CONCRETE APRON AND CASTING
(HARDSCAPE SURFACES AND ALL OTHER INSTALLATIONS BEYOND THREE FEET OF BUILDING)
NOTE:
#8 STONE BELOW CONCRETE APRON TO PREVENT
SCHEDULE 40 OR SDR-35
ALL CLEANOUT PIPE AND
FITTINGS TO BE PVC
CLEANOUT TYPE 2
NOTE:
SETTLING. EXTEND TO UNDISTURBED EARTH.
6" 1/8 BEND
1755 CASTING, LETTERED "SEWER"
EAST JORDAN IRONWORKS MODEL
45° (6" X 6")
36" X 36" X 6" CONCRETE APRON
WITH 4 X 4 X 6 WELDED WIRE FABRIC
6" PVC PIPE
FLOW
6" PVC CAP
6" SEWER LATERAL
FINAL GRADE
(NO SCALE)