HomeMy WebLinkAboutWTR2702160.1STA. 34+24.33 17>7 RT
1-8"TEE FL)
2- 8.x6" EDUCER
1-8" VALVE (FLxMJ)
16" H.P. PETRO. LINE Lj 1-VERTICAL CROSS {SEE DET
.0
20" H.P. PE 0, LINE 0
\1-8"x8"'x6" TEE (MJxFL)
z
'L 6" G.V. w/V.B. (FLxMJ
zi �a�
FIRE HYD. ASSY, PER
CITY OF RENTON STDS.
I TING 13 +1 Y-22 1/2 BEND (FL) HORIZ. DEFL.
3-CONCRETE BLOCKING
1-0 1" WATER SERVICE (71/0)
_=202m, WITH 1" CAP
R=3cao,
XIST 6'
1-8STA. 38+08 40 LT
< PLUG 1-, CPJACRENLOCKING
35 -8 D1P
STk, 34+65.9 5.2 LT
16' 1-4BEND (MJxMJ) HO
l-"'ONCRETE BLO KING
12 00 �2 1/2 BEND MJxMJ) ER
.0 STA. 34+56.5 3.6? RT111j
iI - -22 1/2'BEND XMJ) VERT. OEFL. X" 1-CONCRE-t\ BLOCKZ
-4P I
I
1r
LEGEND
WGG,' FENCE
CPA'!' LINK FENCE
UTIL.TY DC,_ -
GUY ANCHOR
0
0
GTR, AP SCALE
510 100
W-AR j0-
S IN FEET
'o I inch = 50 ft.
j r_1
.0
LEGEND
x BARBED WIRE FENCE
WOOD FENCE
--$TA. 38+59.6 5 LT 0 CHAIN LINK FENCE
1-\�%8"W TEE (MJxMJxFL) 0 TR TELEPPONE RISER
1-CONCRETE BLOCKING -0- as UTILTY DOLF
SH E-- GA GUY ANCHOR
STA. 38+59.6 \22\ LT AR c
+
1-FIRE, HYD. ASSY.'\\PER SHED SANITARY SEWER M.H.
CITY F RENTON �TDS 0 /
R m 45.16
1-6" w/V.B. (F�xMJ} + + i 8 E4= 434.56
IE 8" S = 434.46
x
x
HOUSE
x x x X x x x SANi -ARY SEWER V. �
------------
_P RIM =450.15
8 N = 135.56
:x 8" W = 435.46
STA. 42-06.4a-l-aLT
1® 1/2 BEND (WxMJ) \IIII DEFL. ST 42+26,10 13 LT
- 1-C66;�E N 1- "x8%8" TEE (FL) EXISTING
STA. 42+ 13 RT
STA. 42+11 1
1�8" G.V. w/V.B. (FLxMJ1 8' FLxMJ ADAPTER 1-8" 90 BEND, M.J.
1- -1/2 BEND Wjxmj DEFL / 1 - r'O KI (P T BLOCKING
STA. 38+08 5 LT -CONCRET�, BLOCKIN,G 11CONCRETE BLOCKING
1-8x8x8x4" CROSS `I�VERTICAL CROSS (SEE DETAIL)
211 G.V. w/V3�-- FLxMJ R=360.00' _- EXI T 08 8" GATE VALVE, M.J.
1-8x4It CER (FLxMJ) L-202A6' RI 4-4 .79
REbULxm M
ASPHAL71-4"G.1. w/V.B. (FLxMJ) ASPHALT7
DRIVE
DRIVE ASPHALT ASPHALT
DRIVE ASPHALT ASPHALT'
DRIVE
436.0 W.M, W.M. DRIVE DRIVE
W.M. Fn W/ VMLVL 6.
4.
CC E9 W.o
M. FH w VAL
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------------------ I W.V. Ey ST 8" D.I.
a
ENEEDG
04
W.V.
vo
EX S- �s E. P.
RIO
I ==7 ED E. P. ICkENED EDGE 9 00 X o
0 0 0 W.M. ppE. P.
�
>( 0 .
EXIST CB WITH GRATE W.MWAA, P 6"
ASPHALT W,M. c
RIM = 1.56 W. M. DRIVE ASPHALT ASPHALT GRAVEL
00 DRIVE DRIVE DRIVE ASPHALT
AS
IE E,S)®= 433.56 ASPHALT
DRI\�E
DRIVE
ASPHALT
C8 X DRIVE
EXISTING 112" CP EMS 44253
LOW POINT ELEV 440.69 HIGH POINT ELEV 442.45 LOW POINT ELEV 441.78 AS -BUILT CERTIFICATE
LOW POINT STA =36+80.37 HIGH POINT STA = 38+65.54 LOW POINT STA 40+00
PVI STA 38+50 PVI STA 40+00 1 HEREBY DECLARE THAT THE FOLLOWING CHECKED ITEMS WATER IMPROVEME-7VT PL4A_ AND PROFILE
PVI STA 37+00 SHOWN HEREON ARE A RESULT OF A FIELD SURVEY
PVI ELEV 439.92 PVI ELEV = 442.78 PVI ELEV = 441.28 PERFORMEDBY A RE(MSTERED LAND SURVEYOR S.E. 100TH TO S.E. 101ST
STORM DRAINAGE SANITARY SEWER WATER SYSTEM
HORZ LOCATION ET u [a BWEEN 1,1!9.8TH S.E. AND 130TH S.E.
100TH T"' S.E. 101ST PROFILE 200.00' VC 100,00' VC 200.00' VC STA: 41+75.91 ELEV: 443.2 0 HORZ LOCATION HORZ LOCATION
0 00 0 "o END FULL WIDTH IMPROVEMENTS 0 `VERT LOCATOR u, VERT LOCATION [3 VE111IT LOCATION
0 0 0 to 0 C14 0 N
0 0 00 + C_� + c� 0 OTHER
INTERSECTION SE 100TH /128TH SE + + co
STA: 34+04.33 ELEV: 443.2 FOR CITY OF RENTON STAN'DARD
&i Ls- i
EXISTING ROADWAY CL 0 NOTES AIND DETAILS - SEE APPROV_FD
BEGIN FULL WIDTH 1MPROVEMENTS > > L
> > CK x bj LIJ
m m PROPOSED ROADWAY CL wEY CREEK ON -SITE LUPROVEJUENT
-1.28% 1.00% 1.377.
t PLAN CHEETS 38 AND 39 OF 45)
1.00% 1,00%
EXISTING 6*-D.I.P WATER MAIN 8"ST-j) 1. 0% 12"ST4 Sao SEX! 8"-D.Ij I P. WATER MAIN
1. 278 7%: 8's ATT-AW-HED
181,
6 S css4 I
HIGH END 8"ST-0 12"S M HIGH END
18 MIN 6,s!�_ 1
s MIN
_jjj�Ll N 6 !1�8 MIN 1�'" MIN 18" MIN
_4_ W 8" D.I.P. IWATER LINE
PROPOSED N
18 MIN
18" MIN_-:.� 6
PRPPOSED NEW 8" D.I.P. WATER LINE
LOW POINT
ISTA. 42+26.10 1: LT
STA. 34+65.9 5.2 LT 1-8"* �x8" TEE
STA, 42+0 .40 13 LT 1-8" G.V, w/V.B. FLxMJ)
1-45 BIEND (MJxMJ) HORIZ. DEFT,. STA. 3$+59�6 5 LT
STLT
1A
STA. 34+24.33 17.7 RT 1-22 1/2 BEND (M,XMJ) VERT. EFL. 1-8"X8"X6" (Mi MJxFL) 1-22 1/2 END (MJxMJ)I, VERT DEFL. 1-8" FLxMJ ADAPTER
TE '-8x8x8x4" CROSS (FL)
1-8" E 'FL)o 1-CONCRETE BLOCKING 1-CONORETE BLOCKING 11-CONCRE, BLOCKING 1-CONCRETE BLOCKING
2- 8%6" EDUCER 2/-8" G.V. w/V.B. (FLxMJ ) 1-VERTICAL CROS$ (SEE DETAI[)
1-8"x4" REDUCER (FLxMJ) L T STA. 42+11 13 LT _J
1-8" VALVE (FLxMJ} STA. 34+5§.5 3.62 Rt 1-4" G.V. w/V.B. (FLxMJ) __�j�3$�+59.�6 22 It 1-22 1/2 BEND (MJxMJ) VERT. DEFL
1-VERTICAL CROSS (SEE DETAI 1-FIRE HYD. ASSY, PER
1-22 1/2 SEND (MJxMJ) VERT. DEFL CITY.OF RENTON $TDS. 1-CONCRETE BLOCKING
1-8"x6"x6" TEE JxFL) 9
!-CONCRETE BLOCKING STA. 38+08111 0 LT 1-6" G:V. W/V.B. (HLXMJ)
1-6" G.V. W/V.B. FLxMJ)
" JMl
1-FIRE HYD. ASSY. PER 1-8PLUG
CONCRE E LOCKING 'D
CITY OF RENTON STDS. 1"=50' HO' IZ SCALE 1-22 1/2 BEND (FL) HORIZ, D�FL. I NOTE: WATER PROFILE IIS DESIGNED USING 1"=10" VET SCALE
j
3-CONCRETE BLOCKING A 4AXIMUM VERT1CAL AND HIORIZONTAL
r
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1-FL
4" PLUG J) DEECT
1ION OF 1/2 MFG SP11CIFICATIONS ,p eo,
11- CONCRETE BLOCKING OR FORA 20 PIPE LENGTH
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EXPIRES 5-13-95
TUM ELE 1
400.0
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OFF -SITE, IMPROVEMENTS
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+ 0 0 -7-+00 34+00 35+0C 36+00 37+00 38+00 1) 40+00 41+00 42+00 4 3 + 0 C' 44+00 HONEY CREEK RIDGE
FILE NAME
DES-IGNED: DWC DATE: 1/19/95
RAW�_N: DW � I
D i D-WG FIU: 0.\89!31_ OFF-Sr.M
Pi
CHECIKED: WC
SCALE: I" =50' mom.
: C: 89.31\HM 20I.PSD
APPROVED
AtO.REVIS BY i APPR DATE APPROVED: SHEET: OF:
DIRECTOR OF PUBLIC WORKS
BY ATE_� l L4
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