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APPR0 VED (B Y CI TY OF RENTON) o
DESIGN PLANS SUBMITTED BY TOUMA r
ENGINEERS DA TED JUL Y 19, 1989 0
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13' UTILITY EASEMENT 13'
AF* 9205280699
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GRAPHIC SCALE I
10 20 40 so
( IN FEET) 4 ' —1
1 inch = 20 ft.
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SEE STORM DRAINA GE PROFILES
SHEET 5 OF 6
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WARNING N
I T IS RECOMMENDED THA T OWNER/DEVEL OPER, 3
HA VE A SOILS ENGINEER ON SITE PRIOR o
TO AND DURING TRENCH EXCA VA TION
THROUGH THIS AREA. SOME FORM OF
SHORING OR SPECIAL PRECAUTIONS MIGHT
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BE NECESSAR Y TO A VOID DA MA GE
TO ADJACENT STRUCTURES.
THIS DESIGN IS STRICTL Y FOR
CONVEYANCE AND WAS PRODUCED
WI THOU T AN Y SOIL S REECOMMENOA TIONS W
SUBSURFA CE SOIL S CONDI TIONS ARE 0
UNKNOWN AS IS THE STRUCTURAL Q)
INTEGRI TY OF El THER ADJA CENT
GlWAVI Aroflo
♦ T
S 89 33'02" E
SLAINE AVE NE
CUL -DE-SAC
T
REL OCA TE DESIGNED STORM CONTROL
.MANHOLES AND 116LF 48" CUP 12' NORTH ON LINE
PER APPR0 VED (BY Cl TY OF RENTON)
DESIGN PLANS SUBMITTED BY TOUMA
ENGINEERS DA TED JUL Y 19, 1989 1
O I
V SANI TAR Y AND STORM
MANHOLES PER CITY OF RENTON
APPROVED DESIGN PLANS (BY TOUMA
V ni DA TED JUL Y 19, 1989
T I
STA 12+42. 78 5'L T
`- CB �5 TYPE II 72"
0 I° , RESTRICTOR MH = SD STA 0-f00
CB �1 TYPE II 72" RES7RICTOR MH
,per' / RIM EL=281.33'
00 �� 5 00 IE = 2 74.8 4 36� - 12 cv
(0. IE - 2 7 7.17' - 8"
VERFL OW EL = 2 79.0 9 ' o
5 0�/,ny 5 P05 p, T
TA 12f 86.09
/Q 0� G�BSA TYPE�I
`i 5 ER AP O VED (B Y CI TY OF RENTON)
PLANS SUBMITTED BY TOUMA
15' UTILITY EASEMW -- ENGINEERS DA TED JUL Y 19, 1989
RIM EL= 280.42'
I.E.= 277.34'
_ SDMH 12 TYPE II
SD STA 1+88.00 T
9' L T. OF FASEMEN T
RIM= 282.5 4 '
IE= 2 73.72'
5' SEPARA TIDN MINIMUM
BETWEEN PIPES S 89'3SO2" E 252.26'
RE0 VE TREES
NOTE.•
DO NOT DISTURB FENCE
ALONG PROPERTY LINE
6. 5 '
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ai ,GA TE (TYP.)
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CB ,#T TYPE II
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GAS LINE L OCA TIDN TAKEN
FROM WASH. NA T. GAS MAP
NO. 205-83
LAST DA TED 7-31-91
NOT FIELD L OCA TED
NGINEEERS)
EXISTING
RESIDENCE
TAX LOT 1142
6.5' EXTEND CASING 6.5'
BEYOND THE HORIZONTAL
PROJECTION OF THE HOU.
ON THE EAST SIDE.
6.5'
GROUT BOTH END
18" SMOOTH WALL BIP^ TO PREVENT SOIL FROM
BORE CASING / \ ENTERING THE CA SirNG
PLACE AND STRAP � 12" ADS STORM LINE
2 PRESSURE TREA TED 2 X 4'S
TO THE BOTTOM OF THE PVC
PIPE TO PREVENT THE PIPE
FROM DEFLECTING. FILL ANNULAR
SPACE WI TH SL OWN SAND.
BORE d t.- iov/.
NO SCALE
MIN
J' MIN
EXIST. EX. STORM
DRIVEWAY :.:.;.:. PP EX. PIPES
PROPOSED SD i �Ytr
EX. CB
FH E. D.P. PROPOSED STORM DRAINAGE
:::::::::::: G.*.'-'-'.'.'-''
::: MANHOLE TYPE II
:. .::::: :...:::::::::.. .....:::........ PROPOSED SANITARY MANHOLE WATER
•.•:•:.:•:•:....:...:.:::::::...:::::::::.. pd WA TER VA VE
® WA TER METER
6 "X6" TEE (M✓ X FL) -oUTILITY POLE
6" G. V. (FL X M✓) -� FIRE HYDRANT
2-6" TRANSITION COUPLING (DI TO AC)
THRUST BLOCK PROPOSED FIRE HYDRANT
OO EXISTING OR PREVIOUSLY DESIGNED
` Z A, ' DErA /L STORM DRAINAGE MANHOLE
NO SCALE O EXISTING OR PREVIOUSL Y DESIGNED
FOR HYDRANT ASSEMBL Y
SANI TAR Y SEWER MANHOLE
DETAILS SEE SHEET C6 OF 8 ❑ EXISTING CATCH BASIN
OF THE APPROVED PLANS BY
TOUMA ENGINEERS DA TED 11-21-89
DECIDUOUS TREE
AS -BUILT " PREPARED ROM FF,D 5y W WA TER LINE
BY TOUMA ENG I NEcRS. '
��� � �" � S SEWER LINE
>>$l DA M P OVERHEAD POWER LINE
'. G 2 GAS LINE
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INI/ERT OF SANITARY SEWER MANHOLE, ELEV. 264.11 R 1142 9
1 PER SANITARY SEWER EXTENSION PLANS FOR SWAN
45 WA, V R A DO WS #
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MEADOW 2, B Y TOUMA ENGINEERS, SHEET C4
OF 8, DA TED JUL Y 5, 1989.
NOTE `
ACTUAL DEPTH OF WA TERLINE .r `i CHECKED FOR COMPLIANCE
UNKNOWN. ASSUMED DEPTH 4' TO TOP CITY STANDARDS 4
OF PIPE PER VERBAL CON VERSA TIDN Date 9
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WI TH PAUL L UMBER T, CUSTOMER SERVICES,
-/O-�Z
CITY OF RENTON (235-2631). WA TER WILL HA KE Date
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TO BE RE-ROUTED UNDER THE PROPOSED STORM , - Date
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CB p n-pr TI LINE WITH A MIN. OF 6" SEPERA T?ON IN CASES _ Q o
SO STA 3+83.00 24' L T OF �' RECOMMENDED W o0
SD STA 5+8._/.06 2� L T OF OF CONFLICT O W
FOR APPROVAL pt Aw RrV1j- ✓ o
RIM= 2 79.22' RIM= 2 76. ("� 4 ' � �
" p 282 IE 2 72.72' 6 " CONC. SIDE SEWER IE= 2 7/. 6 4 ' - I2 " BY v '/-�- 9 2 W
70LF 18 SMOOTH WALL BIP , Q �
BORE CASING ALONG TAKEN FROM CITY OF IE= 273.241' - 8" , v
'� Existing 12" Conc.
281 RENTON PLAN SHEET RI = 275.13' j
FOUNDA TION ZONE � �
SEE DETAIL SHT 2 S-80 AND NOT FIELD LOCH TED EDG OF ASPHAL T TYP INSTALL NEW HYDRANT TO IE a
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7-60-4G-/429
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FIELD VERIFY
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CITY STANDARDS
IE-
2 70. l 8 (SE)
270.30' NW)
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REMOVE EXISTING HYDRANT &
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R. O. W.
SAL VA GE TO CITY SHOP
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SEE DEM.& 7HIS SHEET
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Existing 12 CMP
— P— -�+oa
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— - - — P-58-fF �2"P
=
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24'
32LF 8" ADS sal-/? vv W
W
W
-
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S L S
S = 2.13/
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CBS► 4 A TYPE l ~'
Ex. SDMH
S 8933'02" E � - Sn T� S, ,4 5+83.00 R' RT OF T CB �5 TYPE kp
f? I M = 2 75. 72' SD STA 7+33. 00 24' L T OF RIM= 276.07
EDGE OF ASPHALT N. E 72t < 1, 273.3<" RIM= 27%5.12' IE= 269.95'(NW)
IE= 2 70.62' IE= 269. 57(S)
ACAD FILE DA IE J-6-92
ACAD FILE NO. 91197DSN
JOB NO. 91197 I