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INSTALL 34 L.F. (: >" PVC SDR -35
S =2.00%
6
STA 2 +34.0, 81
INSTALL TYPE 1 CB
TOP EL.= 241.22
I.E. IN W)= 238.48
I.E. IN S)= 239.05
I.E. OUT= 238.38
SEE DETAILS SW -3, SW -7C)
EROSION CONTROL
CONSTRUCTION ENTRANCE
SEE DETAIL EC -6)
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30'
I( STA 1+65.0, 3.4'L STA 2 +25.0, 3.4'L I I TBM
f STA 1 +13.0, 8'L INSTALL SINGLE SEWER
INSTALL SINGLE SEWER I EXT. SANITARY MHINSTALLTYPE1CBSTA1+2U,0, 3.4'L SERVICE CONNECTION SERVICE CONNECTION I TOP EL 241.04
I.E.
INL(
S) 4244003 SERVICE (:{:)NNECT ON
SEWER ' 0 THE
237 57 p
TO THE RIGHT I I.E= 23d.16
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I.E.OUT= 243.70 d TO THE RiGHT \,SIAI.L -1A) o I.E.= 2DETAISEEDETAILSSW -3, SW -7C) I.E. = 238.26 (SEE DETAIL SS -1A)
SEE DE i,'L SS -1 A)
18" MADRONA MAD RONA CLUSTER
18" MAORONA
E.238.25 h' -r
f /
20 MADRONA /. `' INSTALL-- 121 L.F. 12" ADS\N- 254 S =4.31%
STA 0 +00 _
INSTALL 250 L.F. 8" PVC_SDft 5
o S- .1.54% - .
INSTALL 58 L.F. 12 ADS, -> N -12 XT 8" PS1p"8 psd.
E SANITARY SEWERcol
STA 0 +06.4 .4'L o + : TH C 31.st BEET - +_.- - - - - THEO. CL 31st STREET - --
INSTALL SANITARY MH - -- -- ---- --+ - -- —_ +- -- - --- - = + = -- __— — - - - - - - -- _ _-- - - - - --
1_.- - - -'= ---
I____ -- —_ —-------- _--- _----- _— _— _-- - - - - -- tea_
TOP EL = 248.2 + /- CONS RUCTION CL 31st STIR INSTALL 16 -L:F ADS, N -1 i EXT. 8" PVC WATERLINE CONSTRUCTION CL 31st STREET —3 INSTALL ;1'6 F. 8 ADS N -12 -' 1 ) ,
i.E.= 240.00 I 11.5' (TYP.) S =1.0% _ .0% r r51
SEE DETAILS SS -3, SS -5) - -... _
24 : , f STA 2 +00.0, 33'L
I I C-
R= 10' R =10' INSTALL 3/4" WATER i i I ; \
SERVICE CONNECTION
INSTALL 260 L.F. 8 "PVC C -900 200': (SEE DETAIL W -1A) I I. EXT. 10 CMP ^ ,
STA 0+14.0 11 5'R I ;\ _..._.._
INSTALL:
1 8" GATE VALVE I
1 2" BLOW -OFF ASSEMBLY
SEE DETAILS W -4, W -713)
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EXT. W+ _
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STA 2 +87.1, 13.2'R
VAYL141 I I ADS IDIPE IN DITCH
INSTALL RIP -RAP
I I.E.= 237.80
ISTA 2 +74.0, 11.5'R — ICONNECTTOEXISTING8" PVC WATERLINE
INSTALL:
i -- (1) 8" GATE VALVEI (SEE DETAIL W -4) \ I
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TBM —
EAST RIM MH C44C
ELEV.= 241.04' HA D o 0
mss 3 APRIL 2000
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C`i Q G— X66'
LOT LINE / R/W
THEORETICCAL- CENTERLINE
f C', , rJ SI ^P`
TOE OF SLOPE
EX. EDGE OF GRAVEL
1
ss —
STA 1+50.0, 27'R I.E.= 237.36
STA 1 +10.0, 27'R
EX. UNDERGROUND UTILITIESu/c r-
INSTALL 3 4" WATER
FIRE HYDRANT
INSTALL 3/4" WATER
WATER VALVE
WATER METER
SERVICE CONNECTION
EX. SANITARY MH
SERVICE CONNECTION j
GUY ANCHOR
SEE DETAIL W -11A)
SEE DETAIL W -1 A) u i
o TELEPHONE PEDISTAL
INSTALL 36 L.F. 6" PVC SDR 35/
STA 14 -13. ". 8'R 2.00%
PROPOSED 2" BLOW -OFF
NSTAI 1.
TOP EL.= 24•.20
PROPOSED SANITARY CO
I
INSTALL 35
PROPOSED SANITARY MH
PSS
I
PSI)
L.F. 6" PVC SDR -35 \
n' %'
I.E. OUT = 2411.19
EXISTING GRAVEL SURFACE
S =2. .
PROPOSED PAVEMENT
SEE DE FAILS SW -1. " -7C)
PROPOSED GRAVE SURFACE
CONSTRUCTION ENTRANCE
SEE DETAII_ EC- 6) j 7r
STA 2 +34.0, 8'R,,/
INSTALL CONCRETE INLET
TOP EL.= 241,:22 +
I.E. OUT= 239.21
SEE DETAILS SW -1, SW -7C)
EROSION CONTROL
FILTER FABRIC FENCE
AS REQUIRED JSEEDETAILEC -7) INSTALL 5' WIDE
GRAVEL TRAIL
SEE DETAIL T -XX)
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EXT. i -IRE
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EXT. W+ _
I '
I III
STA 2 +87.1, 13.2'R
VAYL141 I I ADS IDIPE IN DITCH
INSTALL RIP -RAP
I I.E.= 237.80
ISTA 2 +74.0, 11.5'R — ICONNECTTOEXISTING8" PVC WATERLINE
INSTALL:
i -- (1) 8" GATE VALVEI (SEE DETAIL W -4) \ I
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TBM —
EAST RIM MH C44C
ELEV.= 241.04' HA D o 0
mss 3 APRIL 2000
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REV. 3 -29 -99 PER OWNER --
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11c Sl UU °VUG= J LSW9
OM ER AWED 37QEEcT [EKYEHOWHO
FILM A E R 008M o u a0 Lf, FIAH
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P.O. BOX 847
EHOHNIE ROH09 LLC PHONE':
S(
60) 779- 663
B.I. PHONE: (206) 842 -6123
FAX: (360) 779 -7031
DRAWN: KDK CHECKED: HAA SCALE: 1"=20' JOB NO.:99 -E3305
DESIGN: KDK DATE: MARCH 1999 SHEET 1 OF 4 FILE NO.: 16.29T
LOT LINE / R/W
THEORETICCAL- CENTERLINE
f C', , rJ SI ^P`
TOE OF SLOPE
EX. EDGE OF GRAVEL
EX. CENTERLINE OF DITCH
ss — EX. SAN. SEWEF" LINE
EX. WATERLINE
EX. UNDERGROUND UTILITIESu/c r-
FIRE HYDRANT
1x1 WATER VALVE
WATER METER
0 EX. SANITARY MH
w POWER POLE
GUY ANCHOR
MAIL BOX
0 EX. POWER CABINET
o TELEPHONE PEDISTAL
PROPOSED HYDRANT
E® PROPOSED GATE VALVE
PROPOSED WATER METER
PROPOSED 2" BLOW -OFF
PROPOSED SANITARY CO
PROPOSED CATCH BASIN
PROPOSED SANITARY MH
PSS PROPOSED SANITARY SEWER
PSI) PROPOSED STORM DRAIN
n' %' PROPOSED WATER LINE
EXISTING GRAVEL SURFACE
PROPOSED PAVEMENT
PROPOSED GRAVE SURFACE
a
rte- tl °- I
REV. 3 -29 -99 PER OWNER --
G° OO HALED AND Hln1Mn VTr UUTLE
11c Sl UU °VUG= J LSW9
OM ER AWED 37QEEcT [EKYEHOWHO
FILM A E R 008M o u a0 Lf, FIAH
me lO r 4, mono m, mw' W.H. JEFFEnss00 H co um, Ifs, W A
P.O. BOX 847
EHOHNIE ROH09 LLC PHONE':
S(
60) 779- 663
B.I. PHONE: (206) 842 -6123
FAX: (360) 779 -7031
DRAWN: KDK CHECKED: HAA SCALE: 1"=20' JOB NO.:99 -E3305
DESIGN: KDK DATE: MARCH 1999 SHEET 1 OF 4 FILE NO.: 16.29T
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