HomeMy WebLinkAboutS-222302SAWCUT WITH
6'' MIN.
SEALANT
; +
- -'_ __- 6.. MIN.
EXISTING
MATCH EXISTING
ASPHALT
PAVEMENT THICKNESS,
CONCRETE
2" MINIMUM ASPHALT
PAVEMENT
CONCRETE CLASS B
BACKFILL WITH
Ci�TACK COAT
14.
COMPACTED
CRUSHED
ROCK
BASE
COMPACTED
SUBGRADE
SEE SPECS.
COMPACTED MATERIAL
ASPHALT CONCRETE PAVEMENT PATCH DETAIL I
SCALE: 3" =1 ' -0 k S
\S Dl
MORTAR
FILLET
CASTING INLAND FDRY
OR EQUAL.
ADJUSTMENT 4" MIN.
CONE
MORTAR JOINTS
PRECAST SECTION
STEPS - 3/4" DEFORMED BAR
STEPS SHALL BE INCLUDED
CONCRETE BASE BY PIPE INC.,
OR APPROVED EQUAL.
MAX. PIPE SIZE - 21" I.D.
LADDER -STD. ALUMINUM
OR GALVANIZED STEEL
CONTRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
TYPICAL SANITARY MANHOLE 4
SCALE:NO SCALE SD 10
(SANITARY MH TYP. PER
CITY OF RENTON STANDARD
PLANS SEE PAGE B071)
wwlo- t7 -?22.?
2'-0 DIA �
FINISH GRADE
CAST -IN -PLACE
2500 PSI CONC
HIGH DENSITY RIGID A'4 HOOP
INSULATION -
PRE- INSULATED
PIPE
450 ELL
_ DIAMETER
II� PLUG SHALL BE SCREW PER PLAN
_
�1 IN TYPE IN HUB
PIPE CONTINUES
AT SOME LOCATIONS
IE PER PLAN
TYPICAL SEWER CLEANOUT 2
SCALE: NTS \"-SDI 0
6'' MIN.
6'' MIN.
+
6'' MIN. - -- --
; +
- -'_ __- 6.. MIN.
1/2 BLIND FLANGE AS DAM
D.I.P. TEE CL.50
1/2 PLUG AS DAM
ONE LENGTH OF DUCTILE IRON
PIPE (CLASS 50) TO SOLID
BEARING WHEN SPAN
IS MORE THAN 4'. 7
TEE
TYPICAL _
MANHOLE 2" YIN.
L FLEXIBLE
JOINT
BACKFILL WITH
COMPACTED MATERIAL
AS DIRECTED BY
ENGINEER.
D.I.P. CL.50
WITH MIN. 4
SHACKLE RODS
CEMENT CONCRETE
CLASS C BLOCK
POURED IN PLACE
D.I.P. 9U BEND
CL.50(MJ X PE)
BACKFILL TO MATCH VERTICAL SIDES OF TRENCH
FINAL GRADE TO MNIMIZE EXCAVATION,
FINAL GRADE ADEQUATELY BRACE TO MEET ALL
SAFETY CODES AND REGULATIONS.
,
IMPORTED COMPACTED BACKFILL
LAID IN 8' LOOSE LIFTS
m z (95% MAX. DENSITY)
a - GEOTEXTILE ON SIDES & BOT.
° 2" MIN. LAP Q JOINTS
COMPACTED PIPE BEDDING
z a \ IN 4" LAYERS
o \ (951 MAX. DENSITY)
O ZU
NOTE:
PIPE - EXCAVATED SOIL TO BE
1' -0 I' -0 STOCKPILED AND TESTED
MAX. MAX. FOR CONTAMINATION,
PER SPECIFICATIONS.
PIPE O.D.
PIPE BEDDING & BACKFILL
SECTION
SCALE: NO SCALE SDiO
DUCTILE IRON
ONE LENGTH OF DUCTILE IRON
PIPE (CLASS 50) TO SOLID
BEARING WHEN SPAN
IS MORE THAN 4'.
MANHOLE DROP CONNECTION
SCALE: NO SCALE (CITY OF RENTON STANDARD SD10
PLAN PAGE B075)
9
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v
2 PERMIT REVIEW COMMENT!
bNnt 1 PERMIT SET
NO. REVISION
S- ? ? ?3
�
Ia I I I
20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 14 OX 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2
R17 -O 7.
FLEXIBLE JOINT
r
BACKFILL WITH
COMPACTED MATERIAL
20'
MAX. 20'
MAX.
6"
YIN, A S O IRECTED BY
ENGINEER.
ALL PIPE EXCEPT DUTILE IRON SHALL SE
CONCRETE ENCASED.
t^ MAX
CEMENT CONCRETE CLASS C POURED IN PLACE
-!
90'BEND
(TYTON U-651)
�- TYPICAL MANHOLE -�
FOUNDATION
CONSTRUCTION CONCRETE ENCASED
MANHOLE DROP CONNECTION
SCALE: NO SCALE (CITY OF RENTON STANDARD SD10
PLAN PAGE B075)
9
Q. wlrry
4�wr otr'"' ay
v
2 PERMIT REVIEW COMMENT!
bNnt 1 PERMIT SET
NO. REVISION
S- ? ? ?3
�
Ia I I I
20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 14 OX 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2
R17 -O 7.