HomeMy WebLinkAboutS-050321,.....__._...--_ -
PROVIDE ADJUSTMENT TO GRADE PER CITY EMBANKMENT
OF RENTON STANDARDS FOR MANHOLES PROVIDE 1' CF CLEARANCE PROVIDE 4' OF COVER
ERI -13 THROUGH ERI -20, ALL OTHERS DO OVER TOP OF GRAVITY 21" OR 24"
NOT REQUIRE ADJUSTMENT RINGS BETWEEN BOTTOM OF MANHOLE SEWER PIPE GRAVITY SEWER
CONE AND TOP OF PROVIDE 12' WIDE PAD
EMBANKMENT AT TOP OF EMBANKMENT
2
711
PLACE AND COMPACT GRAVEL PROVIDE 2 CUBIC YARDS OF TERMINATE DRAIN PIPE
BORROW TO FORM EMBANKMENT 1 ?" MINUS WASHED ROCK AT LEAST 2 FEET
WHERE SEWER PIPE HAS INSUFFICIENT AROUND END OF DRAIN PIPE �,� BEYOND TOE OF
FOUNDATION AND OR COVER. o oe °o
EMBANKMENT
- ��QOn o ,6 °oi ° Oo 0 00
'�.,.,.,. .000 0 0(�O o c "o.o.o. °n as O Oo 00O O
O OO dO 000 OoO Oo o O
0
o�o°�oQ O - - - -- - -- Jfy \o0,
PROVIDE MINIMUM 1' CLEARANCE
�- PAIR 01 8 PVC AT S=0.01
WHERE VEGETATION AND DEBRIS f��.�� BETWEEN TOP OF 8" DRAIN AND�'�
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EXIST, CLEAR AND ADDITIONAL BOTTOM OF GRAVITY SEWER.
EMBANKMENT EMBANKMENT DETAIL
FOOTPRINT PLUS ADDITIONAL 3 FEET HORIZONTAL DRAIN PAIR
BEYOND EMBANKMENT TOE LEFT AND
RIGHT. NOT TO SCALE EMBANKMENT CONSTRUCTION BELOW SEWER INVERT ELEVATION
PROVIDE 2 CUBIC YARDS OF
1 ?" MINUS WASHED ROCK
AROUND END OF DRAIN' PIPE
EMBANKMENT
21" OR 24" PROVIDE SLOTTED STAND PIPE
GRAVITY SEWER AND SOLID CAP /PLUG. SLOTS
SHALL BE ?" WIDE AND SPACED
?" ON CENTER TO PROVIDE MAXIMUM
PASSAGE OF STORM WATER.
OHO -0 V -
JO 0 Oo0 __ _ y a o a 6 �� QOO
0000 ..,:?rte i
-------------------------------- --- -- -- j -- -PAIR OF S PVC AT -S _0_00 ----------------------- I
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PROVIDE MINIMUM
DAYLIGHT DRAIN 1' CLEARANCE
IF POSSIBLE Q1 BETWEEN TON OF 8" DRAIN AND
BOTTOM OF GRAVITY SEWER.
HORIZONTAL DRAIN PAIR
EMBANKMENT CONSTRUCTION ABOVE SEWER INVERT ELEVATION
NOT TO SCALE
PROVIDE CHANNEL FOR
FUTURE 8" INSIDE DROP.
SHAPE CHANNEL TO ALLOW
INSERTION OF 8" 90' BEND.
PROVIDE KNOCKOUT IN UPPER
SECTION AT NOTED INVERT
ELEVATION Aowlwf�
PROVIDE 6"
CHANNEL FOR
FUTURE 6"
INSIDE DROP
PROVIDE 6"
CHANNEL AND
KNOCKOUT IN
BASE FOR FUTURE
SIDE SEWER AT
NOTED, INVERT
ELEVATION FOR
FUTURE CONNECTION.
18" R
r
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az
c-; .1
MH Crl I� DC T AIL
0
NOT TO SCALE
PROVIDE 8" CHANNF'
AND KNOCKOUT
BASE AT NOTED INVEF
ELEVATION FOR FLITUE
CONNECTIO
'... I PROVIDE 8" CHANNEL
' AND KNOCKOUT IN
BASE AT NOTED, INVERT
ELEVATION FOR FUTURE
CONNECTION.
MH ERI -12 DETAIL
NOT TO SCALE
MH ERI -6 DETAIL
MH ERI -10 DETAIL
NOT TO SCALE
o
NOT TO SCALE
REVISED TO CONFORM
TO CONSTRUCTION RECORDS
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•' •
-I RH2 ENGINEERING P,S! DATE
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`
1
/-
CHANNEL
PROVIDE 6"
/ pF iI s e o
IT R
z
CHANNEL FOR
�.,,. \ ` 18" R
-
FUTURE 6"
2•_,
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....._- .........
INSIDE DROP
18" R �' .g, 26879
�tigytiF OhQtcsx1 SIGNED:
!�Y 11129194
PROVIDE CHANNEL FOR
ExPIRES 11/22/96
FUTURE INSIDE DROP.
SHAPE CHANNEL TO ALLOW
H. MH
ERI -13 DETAIL
INSERTION OF 8" 90' BEND.
p4� p,-
G^4"ty, °T A.
MH ERI -9 DETAIL
PROVIDE KNOCKOUT IN UPPER
SECTION AT NOTED INVERT
ELEVATION
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MH ERI -11 DETAIL o
–
NOT TO SCALE
NOT TO SCALE
16727
NOT TO SCALE+�Btcrsxsa� SIGNED:
`OR
_
E,
y �c
H/1Ir/P 27-507
11/29/94
E%PIRES ES 8 2 96
..
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Y
PROVIDE 8" CHANNEL
AND KNOCKOUT IN
BASE AT NOTED INVERT
ELEVATION FOR FUTURE
CONNECTION.
PROVIDE 8" CHANNEL
AND KNOCKOUT IN
BASE AT NOTED INVERT
ELEVATION FOR FUTURE
CONNECHON-
Err
NOT TO SCALE
PROVIDE B" CHANNEL
AND KNOCKOUT IN
BASE AT NOTED INVERT
ELEVATION FOR FUTURE
CONNECTION.
MH ERI -14 DETAIL
NOT TO SCALE
PROVIDE 6" CHANNEL 0
KNOCKOUT IN BASE
FOR FUTURE SIDE SEWER
AT NOTED INVERT ELEVADON
FOR FUTURE CONNECTION.
t PROV IDE 6" CHANNEL
AND KNOCKOUT IN
BASE AT NOTED INVERT
ELEVATION FOR FUTURE
CONNECTION.
MH ERI -18 DETAIL
NOT TO SCALE
Es= I S 1
_ a
�NU r
FILL FROM TOP OF MANHOLE
TO EXISTING GRADE TAPERED
MH ERI -15 DETAIL AT A 2:1 SLOPE
NOT TO SCALE 2
1�
MH ERI -16 DETAIL
NOT TO SCALE
--- 7r—
FILL BETWEEN
MANHOLE
SLOPE
LEVEL
JV
I-, 21" PVC — PROVIDE PVC MANHOLE
ADAPTER IN LIEU OF
KOR'N'SEAL BOOT
AA a Muni E ERI -19 DETAIL
17/1lll rl iV`
NOT TO SCALE
"I f : -)- o -07. ( SCANNED ,lUl_ 2 7 LUU1
a o
3
IF CA
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FT
E
V 3
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