HomeMy WebLinkAboutWWP2703869.115' WATER EASEMENT.
15' PUBLIC SANITARY-�
EX SSMH
CHELAN CREEK PUD
A PORTION OF SE 114 NW 1/4 SECTION 10 TOWNSHIP 23 N. RANGE 5 E.,
WILLAMETTE MERIDIAN, KING COUNTY, WASHINGTON
SANITARY SEWER PLAN & PROFILE
LUA a 08 067
PERMIT v U15005174
EX SSMH
RIM = 423.49
IE = 417.01 (8" OUT) ca
NEW I.E.in=A9�417.28 H
RECHANNEL MANHOLE PER CITY
OF RENTON STANDARDS.
�-8" PVC(SDR35) @ 0.50%W
22LF II CHELAN AVENUE N.E.
(PUBLIC ROAD)
SSMH#1 >T-
GRAPHIC SCALE
30 0 15 30 60
EXISTING SANITARY SEWER STUB TO ( IN FEET )
REMAIN IN SERVICE UNTIL NEW 1 inch = 30 ft.
SEWER MAIN IS ON-LINE.
. 41805 421.42
14 7 4g 416.13 i LE.=45 I / ° i ° Po
I.E.= LE.=9-�&-� I LE. 1 LE. 429-8� �' I I /; FF EL. 431.5f
6 % I $ 419.71 L HOUSE
I °
5 �o i f� NOT A PART ° 1
FF/ EL. 425.0 FF EL. 425.830 FF EL. 426.00 FF EL. 426.00 9 I J I 14
SSMH#2 I I Fr EL. 427.80 FF EL. 428.50 �0� I I I$ OF THIS PLAT'
FF EL. - -
1 TAX PARCEL 10' PRIVATE
II - S� - -� #102305-9119; SANITARY
L
6" PVC SIDE SEWER -� / I ; I - -428.16 - - -` - SEWER
@ 2.00% MIN. PER CITY I ( I.E.= 4- \ EASEMENT.
STANDARD (TYP.) I I 423.64
' I I I - C-�-� LE_4�4-5G
II _ TRACT 'A/'aD 2)
SSMH#4�
STA. 6+10,80; 6.21'LT
CONTRACTOR TO POTHOLE
& VERIFY LOCATION OF
PIPE. REMOVE CAP &
STA. 4+39.22 6.75'RT
BLOW -OFF. CONNECT TO
EXISTING 8" MAIN PER CIT;'
PVI STA = 2+12.59
1-8"x45' BEND (MJ)
Cn
OF RENTON STANDARDS. w
PVI ELEV = 424.05
1-8"x11-1 4' BEND MJ
>
A.D. = 0.80
1-THRUST BLOCK, SEE THRUST
w z
g _
FINISHED GRADE @ o
BLOCK TABLE AND STANDARDS
CENTERLINE ROAD a
K = 62.50
SEE SHEET C12 (TYP)
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-EXISTING GRADE @ Q
OAn + o d
50.00' VC
IE=424.71
T STA. 3+80.00;5.00'RT
STA. 3+43.31;16.5I'LT=
420
STA. = 6+07.99; 5.46'F
RIM = 419.84
IE = 414.34 (8" IN)
IE = 414.24 (8" OUT)
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STA.=
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IE=415.26 IN(6'
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6+00 6+60
CHELAN PLACE NE
STA:9+00.00 TO STA:12+00
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420
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1-2" BLOB
PER STD I
AND THRU
IE=419.25
425
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g
-OFF ASSEMBLY
BLOCK
410
S.99'-RT 6+92.72, 3.78` RT
51
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3"SW) 415.16
410
426.17
I.E.=- 4
\ JA�
EL. 415'
EASEMENT.
3.77%
6" PVC SIDE SEWER @ 2.88% MIN
I E =44L_r�
425.45
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FINISHED GRADE @ BLOCK TABLE AND STANDARDS
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ATE VALVE FLx
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ADE @
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CIF 52 DIP
CENTERLIN
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STA. 1+86.46;
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1-FIRE
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1+20 1 +80 2+40 34-00 3+60
CHELAN AVENUE NE
STA:1+00.00 TO STA:5+64.07
1" = 30' HORZ. 1" = 5' VERT.
4+20 4+80
S=386903
1+ 4C CALL 48 HOURS
BEFORE YOU DIG
DIAL 811