HomeMy WebLinkAboutC301 DEVELOPMENT DETAILS9
8
6
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NOTE: TO BE USED WHEN CLEAR DISTANCE (FROM EXTERIOR PIPE DIAMETER TO EXTERIOR PIPE
DIAMETER) BETWEEN SANITARY SEWER PIPING (MAINS, LATERALS, FORCE MAINS, ETC.) AND ALL
OTHER PIPES IS 18" OR LESS. PER INSPECTOR'S DIRECTION, OR WHERE NOTED ON THE DRAWINGS.
A MINIMUM CLEAR DISTANCE OF 3" MUST BE PROVIDED TO MAINTAIN STRUCTURAL INTEGRITY OF
THE CONCRETE.
3500 PSI CONCRE /IIIIIII
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RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
City
yUoof Car�meed
�VT�VI�O*Na1DML
DATE: \ 02/28/19
9
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BOTTOM OF TRENCH �
CONCRETE CRADLE DETAIL
6
(NO SCALE)
5
TYPICAL
0
z Z 3z
z d
w
12'MIN. U 12'MIN.
BORE PI L
Z z RECEIV
POF CASING PIIPE-- f PIT
PVC PIPEp PE CREQUDISTANCEOOFLBOR
(REFER TO PLANS FOR SIZE) 31SPACERS IRED PER LENGTHOF PIPE
NOTE: ALL JOINTS IN CASING PROTECTION AT ENDS OF CASING
PIPE MUST BE RESTRAINED. BID I H LINES BLOCKED Up IN SUCH
A WAY AS TO PREVENT THE ENTRANCE OF FOREIGN MATERIAL,
BUT ALLOWING LEAKAGE TO PASS.
WELDING
STEEL CASING SECTIONS SHALL BE CONNECTED BY WELDING.
WELD SHALL CONFORM TO AMA C206.
SPECIFY OD OF CARRIER PIPE
AND ID OF CASING PIPE
CASING SPACERS.
LINER - PVC.090 THICK WITH 85-90 DUROMETER —
TYPICAL BORE CASING PIPE
(NO SCALE)
1.25 Bc+ IT (MIN.)
FOR 542- DIA.
S OR LESS (2) 125 Bc+24-(MIN.)
GREATER THAN 5- (1) FOR >42'DIA
TOP HALF
EDGE OF PAVEMENT,— ® 8 E 1- REGULAR BACKFILL(1)
CURB, GUTTER OR SIMILAR — NOTES
STRUCTURE IN THE PUBLIC
RIGHT-OF-WAY• ALL BEDDING& INITIAL BACKRLL SHALL BE
INSTALLED IN 6' TO 12' BALANCED LIFTS.
(1)'B' BORROW OR EpUIV.
GRANULAR MATERIAL • MIN. OF 9- CLEARANCE EACH SIDE OF PIPE
COMPACTED TIO & FOR 42- DIA. AND LESS.
STANDARD PROCTOR.
•MIN. OF12'R THAN
42' EACH SIDE OF PIPE
GRANULAR(2)'B'BORROW OR EQUIV. GRANULAR � FOR LARGERTHAN 42'DIA.
(1)'B' BORROW OR EQUIV. 1/2 BC
GRANULAR MATERIAL
COMPACTEDT090% tl
STANDARD PROCTOR DENSITY
D BC OUTSIDE DIAMETER
2)'&SMALLER 3 D=INSIDE DIAMETER
30'TONO4 tl=DEPTH OF BEDDING
Far &EARLIER a MATERIAL BELOW PIPE
TYP. BEDDING SECTION - CW
(NO SCALE)
GREATER THAN 5- (1) (1)MIN .1.25 BC MIN. 6- TOPSOIL TO ENSURE
LESS THAN 5- (2) (2)125 Bc+12•(MIN.) GRASS GROWTH IF NOT UNDER
PAVEMENT.
EDGE OF PAVEMENT, I
I
CURB, GUTTER OR
-
SIMILAR STRUCTURE.
(1) REGULAR BACKFILL
(2)'B' BORROW OR EQUIV.
GRANULAR MATERIAL
COMPAcTED TO 95%STANDARD
Bp OUTSIDE DIAMETER
PROCTOR DENSITY.
D = INSIDE DIAMETER
IF
d-DEPTH OF BEDDING
Bc
MATERIAL BELOW PIPE
D
e
2]' 8 SMALLER
3
0'TO 60'
4
88' 8 LARGER1
fi
NOTE
m1
ALL BEDDING & INITIAL
BE INSTALLED
IN 6-T 1SHALL
INN'
EQUIV.
SHALL
OF 9-CALANCED SHALL
GRANULAR MATERIAL
GRANULARMATED
BE PROVIDED ON EACH SIDE OF
THE
TO 5% STANDARD
COMPALPROCTOR
THE INSTALLED PIPE.
INSTALLED
DENSITY.
PROCTOR DENSITY.
TYPICAL BEDDING SECTION - RCP PIPE
(NO SCALE)
4 3
GREATER THAN
EDGE OF PAVEMENT,
CURB, GUTTER OR
SIMILAR STRUCTURE IN
THE PUBLIC
RIGHT-OF-WAY
(1) REGULAR BACKFILL
NOTE:
ALL BEDDING & INITIAL BACKFILL SHALL
BE INSTALLED INN' TO IT BALANCED
LIFTS A MIN. 9- CLEARANCE SHALL BE
PROVIDED ON EACH SIDE OF THE
INSTALLED PIPE
MIN. 6- TOPSOIL TO ENSURE
GRASS GROWTH IF NOT UNDER
PAVEMENT
1.25 Bc + 12- (MIN.)
`D J
(2)-B- BORROW OR EQUIV.
GRANULAR MATERIAL
COMPACTED TO 95%
Bt=DDETER
D =INSIDE INSIDE DIAMETER
A DEPTH BEDDING
MATERIAL BELOW PIPE
Bc
AS CRUSHED STONE OR ftft
APPROVED EQUIVALENT ® -p
SS I BEDDING MATERIAL
ND TAMPED OR WALKED
INTOPLACE
TYPICAL BEDDING SECTION - PVC & HOPE
(NO SCALE)
5.25'SHAFT
ADJUSTABLE
CAST IRON VALVE BOX —
EAST JORDON NO. 5860
TO NATURAL GROUND)
NOTE:
SIMILAR INSTALLATION FOR CURB
BOX OR SERVICE LINE
TYPICAL VALVE BOX INSTALLATION
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11NTL 6.916]FMAN PP_ 1020019'
NOTE:
LATERAL CONNECTION TO CLEANOUT
Ul
STRUCTURE TO BE WITHIN 3.0'(THREE
FEET) OF THE FOUNDATION WALL.NEE
l
F
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R EJIW
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1578 FOR CLEANGR-19ffi PAVEMENT
'UPSIDE GRAD 15]B FOR GLEANOUT IN PAVEMENT.
ll
CONCRETE ENCASEMENT
WHEN NOT ALREADY IN
PROPOSED RIGID SURFACE
)6'
I�
P V C PIPE CLEANOUT PLUG & ADAPTER
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STREETBEND�\
4-X 6' INCREASER
TYPICAL CLEANOUT SECTION
TYPE (NO SCALE)
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Call before you dig.
SHEETNO.
Indloncall811
Woo 00-382-5.544
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24 Hcun o Say,2 DARN,o AWk
PER INDIANA STATE LAW IC8-1-26
IT IS
UNDERGROUNDNOLTAING THE
WHOUPAYS AGAINSTLOCAT
PROJECTNO.
FORE C�� NG BONN
W 16.0606
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