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A PORTION OF NW 1/4, NW 1/4 SECTION 32,TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M., CITY OF RENTON, KING COUNTY, WASHINGTON
i -12' X 12' VERTICAL CROSS FL X MJ / I v =u.7t
1 -t2" BLIND FLANGE W /2' TAP Y PLUG (ON TOP) MATCH EXIST. DITCH)
1 -3' BLINQ FLANGE - (ON BOTTOM))
1 -12" PLUG (MJ) W/2 TAP k TE4PORARY / APPROX LOCATION OF
2- BLOWOFF PER CDR STD. PLAN 8104 _ Ex UTILITY POLE(VEPfFY)
W/THRUST BLOCKING W/ ILLUMINATION STA 2 +45. UV LT ]([
1 -0- 91r BEND MJxMJ TYPE I
STA 0423, 6' LT (PRIVATE ROAD) / -. -(�� SETA G+35. 101T W/11HRUST BLOCKING
STA 171 +95. 14' LT (L. WASH. BLVD) / -,c2 RIM = 49.2 ±(MATCH PAVING)
INSTALL TYPE f1 54" INV = 45 -70 (N)
MANHOLE OVER EXISTING
10" SANITARY SEWER LINE / STA. 172+10. 25RT L WASH- BLVD)
w, NSIDE DROP CONNECTION 0+43 13'LT ((PRVATE ROAD)
1 FIRS H%RATNT ASSEMBLY
RIM = 48. 9(NMATCH PAVING) (SEE DETAIL) 4' -LT ROCK WALL 15' SANITARY SEVER ESMT.
INV = 32.49((N &S VERIFY) - - -- - -SEE pTY OF RENTON
INV = 38.95(EASF DROP CONNECTION) 1 -8'X6' TEE FL X MJ _- - 1 -6- GATE VALVE FL % MJ STD DETAR FF-Q77
X 1 -6' D.L PIPE. 15'1 4�*
x12-x8" 20' LT
TEE N 1S _ /yM1 W/THRUST BLOCKING 15' WATER ESMT. *
1 -12" x12 -z
STA - - '� CY ' PVC O 11 -865 213 * -4r CL52
JxMJxFL R
1 -6" CAF ,Qr
E VALVE FL X MJ - 5*
W/THRUST BLOCKING r _ 65'-8' DI CL52 * STA 3+1G+ 10' LT
STREET I - 8'X8' VERTCAL CROSS MJXFL
CDR STD- PLAN GR0.3 X20' DRAIN ^ SiA_ t 70- 200 1 - B" BLIND FLANG W/2 TAP k 2- PLUG (ON TOP)
STA 171 +76.93 — — — - 8- BLIND FLANG (ON BOTTOM)
STA 0+00 (PRIVA D) m T - 8- PLUG (MJ) W /2" TAP do PERMANENT 2- BLOWOFF
F PER CDR STD. PLAN 8105
_
STA 1+ .9',..e- Lip, c� T
5' MIN- CLEARANCE BET111 =<N = STA ur 3 4- W 1- i" A62 VACUUM RELEASE VALVE ASSEMBLY
WATEPUNE AND EXIST- GAS. TYP- PER COR STD. PLAN BR.50
6- PVC
_ V t SS STUB O 2% MIN.. TYP.
0 IVF- -61-2Q INV =65.30 STA 3+12. 6' LT
/ � B' Rocxc WALL y
-SEE CITY OF RENTON M / ' 7`!P STA 2+ 0 CLEAN OUT
STD DETAIL D-017 - 3 TER SEANCE DRIVEWAY 3/4- W TER SEANCE NIV 0-00
G r WILL PERFORM - " DR LINE COLIIBDOR LINE ° o
m
GRADMG OPI !OT 1
y SO- STA 2 +45. 4' PT Jlc
v .,� 1 -8. 90' BEND MJxW
STA f7f 82, i6' LT
"IV v 1 -8- ' BEND MJxMJ DRIVEWAY DFU%EWAY W/THRUST BLOCKING
0, W UST BLOCKING DRIVEWAY MV FF =61
EXIST MIN FF =69. 0
SS STU a
- EXISTING HOUSE^ o
/ tiA . / ^^ MV FF =53.GO
GRAONC LINE TYP. RI 7 c,30± coroc. C-D.
NV --67:5±
EXIST ROOF DRAIN. TYR_
�s
EXIST 275'. -B- ADS -i24.
EXISTING SPRING HOUSE
SCALE 1' = 20'
B' %B' %1' DEEP RIP RAP PAD
PROJECT
jj-
RAISED ASPHALT EDGE
LOT ADDRESSES
LOT 1: 3813 LAKE WASHINGTON BLVD.
LOT 2- 3824 LAKE WASHINGTON BLVD.
LOT 3: 3830 LAKE WASHINGTON BLVD-
LOT 4: 3836 LAKE WASHINGTON BLVD.
30'
INGRESS/EGRESS &
UTILITY EASEMENT
CONSTRUCTION
5' 1'
SID
10'
4�
1 I
4" COMPACTED DEPTH CLASS "B" ASPHALT CONCRETE RAISED ASPHALT EDGE
1 1/2- MIN COMPACTED DEPTH CRUSHED SURFACING TOP COURSE -SEE DETAIL
4 1/2" MIN COMPACTED DEPTH CRUSHED SURFACING BASE COURSE
GRAVEL BASE MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS
(SEE SEC'S 4.02 & 4.03 KCRS)
PRIVATE ROAD TYPICAL SECTION
(LOOKING WEST)
W74 - 27- 237 N.T.S.
vwP °27 —2y17 i
VERTICAL CONTROL
B.Y. 377 -,_35A EL 44.BD -
of NE MIL LANDING ON TOP
STAIRWAY IW:E SLY S.E. 86TH
! SL ON WSOE LK. WASH BLVD-
! 1 1
11Aw L18
/ 1 BM- CITY OF RENTON
! Cutfm L MON.
! 1 N0- 1838. PUBLISHED
! ( ELEVATION =36.586 METERS
L— = 120-033 FEET (NAVD 88)
-- ----------- - - - - -- 1007x-
N- 3m ST THE ENGINEERING PLAN ELEVATIONS ARE REFERENCED TO
AN OLD CITY OF RENTON BENCHMARK ON THE NGVD 29 DATUM:
CONVERSION EQUATION: -
PLAN ELEVATION + 3- 33' =NAVD 88 ELEVATION
69731'26 -E 1299- (YEAS)
CITY OF MON
RENTON
CONTROL MOT /(636
)
�S 0OW227E 664.80 (MIA$)
S 01(6'13-E W ST (C -O-R)
QTY OF RENTON
CONTROL WON FBW
HORIZONTAL CONTROL
N.T.S-
i 0-i q
I'
u )
CITY OF RENTON
CONTROL 1wN (341
S,=-231701 Je4dt"On /Y
AVOID CUTTING UNDERGROUND
UiRTtt Lx+ES IT's COSTLY gKIIPE
A
call NOTE_
t �z
before �i EXISTNG UTRRY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY
7__ IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
Di-
EXACT EXACT VERTICAL; AND HORIZONTAL LOCATION OF ALL EXISTING UNDER
. -
a GROUND LJTU11ES PRIOR TO COMMENCING CONSTRUCTION. NO Ilan
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN ®T 1
"00_424_5M HEREL^.L THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES !(xAy*
NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
ND
UERGROUND SERVICE (USA) CALL BEFORE YOU DIG: 1-800- 424 -5555 ll/811�
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