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SE 114 SE OF SECTION 32, TOWNSHIP 23N, RANGE 5E, W.M.
Y I vl
MW-,51
SADDL EBROOK SIA 28F87.5b 57MW-,51407 "w N -50530
8741: Sti50520 I
PARCEL NO. dE 12 "VPVC N.=500.40
1423059035 I IE 12" PVC S.= 500.40 g
-�-- 12" CONC IE= 504.07
� I I -X PARCEL NO. I '
3664500250 I PARCEL NO.
n Tz *z4 3664500245 .mac
PARCEL NO.. `` I C - �,a Sys 12" CONC IE= 503.88 -�i " i I g LEGEND
3304JOT998 'I ^ y''� \` _ - - - - _ . N
i I(( _ �� n a rr ns M> 81m T20 rzl m ° !zs "lt _ - rza ' ` o MAILBOX
l`li -yA 506 - "^ 508 " i I PARCEL NO.
SSMH '- au. A it 3056807R -£ Q U77LITY POLE
RIM =503.73 9 + I . \y `` OL. 510 ° �� _ 506- 504 il,: m 6g .STREET LIGHT
IE 8 PVC 5.= 494.50 "1 i S 8'
I I ' I .i i > `6p0. "r y0 _ �'� I ^III I y0 1 ° LIGHT POLE
❑ CATCH BASIN
SSMH SEWER MANHOLE
RIM= 501:51 ' ` ` `a" p6. V1
IE 8" PVC W.- 492.72 I I `1 T PE 1, CB `� , . T£LE RISER
IE'.8'. PVC N.- 492.82 II. I �d. R =50 ,11 ¢1� 4�``p o 6p6 • � { I �. _a.. SIGN
IE 12" PV N.P$59�64" 505.0 � 6 I I I ® WATER METER
E 12" PV S.= 7. I W
/ 1 PAD ELEV 507.0 5 % ,.,
PARCEL NO.. I / I ,I. PAD ELEV. 508.0 4 q I vi N WATER VALVE
1423059062 Wr^ i PAD ELEV. SOB.O J "
v J I l PAD £LEY. 508.0 2 r I PARCEL NO.
PAD ELEV 506.0 PAD ELEV 504.0 I Q 3664500136 p WATER BLOW OFF
PAD ELEV 504.0 i ®I R FIRE HYDRANT
I t. ------ 0 . a I ODECDOUS 7REE
PARCEL NO. I 1: ` PROPOSED 6' SIDE SEWER �' - -- I g
1423059040 I . / \� CO SAUB O 2.001 WN. ' - _' iii iI �F CONIFEROUS MEE
7K
IF 737 1 50400 ' I yo°i PROPOSED STORM DRAINAGE
J:h X00 / I -►® PROPOSED SANITARY SEWER
305�p�- I !O �
n ! p08 `� \• +` � ` n,^ •4•... Spg � !d_ � - � � �. 1 50.1 K 501. T _ I I
- - _ _� � - - - -1 - - � yJ � i I I 1 PROPOSED WATER
SSMH
SB 'P' ♦ _ _y__r _ _ __s-a -� __ I '
RIM = 496.89 -`�\ I i _� - rr---.._y�___..• _ i7 /
IE 8" PVC S.= 488.20 \ m ` I i ` 3 _ ♦.� '- �` - -- + I Vj
R i ', I I �-s•^ _r ____
8 _
PARCEL NO.
!
I
CB
1
TYPE
RIMPE I C3
1E 42" PVC S,491.51 'L-
50� yyg
IE 4' PVC E= 492.85 I °�' 'milI"` 1' 9 a n IE
JA
SS
0 STA.
RAW 4
E)OSZWG FARE HYDRANT ! V9„ / d e' IE
I I �9.- \. Tn .fl+19:06. 400 R 8' IE
•
¢ 1 RIM WAL ZL.
----------------- .
6'l£(IN) 486.44'_______ _________504______ -- _ - --
'%► I I ti No a 8' IE (OUT) 49&27
PARCEL NO. TRACT 11/'g7II I I N o 9 10
r
PARCEL NO.
-- • -' s --+.+ 3664500135
499.00 1 -_ IF
2 1E 499
3+81.28, 4,00 R ? SSMH 1 Smwa MANHOLE
7550 I STA. 18 +4315 4.00 R=
(IN) 494,96 I STA. 25+0580. 6.42' L
(OUTI 484.86 II I N I g RIM 50243 (NA Tai Ex)
} I I I 8- fE (IN) 49355 (fiX) 1E 49a55 I 8.1E (L7Ufl 49145 (Ex)
3304300530
�
LOTS 1 AND 2 KING COUNTY SHORT PLAT NO. 976093, RECORDED UNDER RECORDING NO.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND D£PIH OF
7612010798, IN KING COUNTY, WASHINGTON. -
ALL EXISTNG UTUTES WHETHER SHOWN ON THESE PLANS OR NOT BY P07HOLING THE UTUTES AND
BENCHMARK.'
I i1'p ?, °j PAD ELEV 508.5
! PAD ELEV. 5085 1 - 12
I
CALLING UALITY LOCATE AT 1- 800 -424 -5555 AND THEN POTHOLING ALL OF THE EXISTNG UTUTES
1. CITY OF RENTON CONTROL PONT NO. 2103.• PUNCHED BRASS PLUG SET IN CONCRETE FLUSH :
AT LOCATIONS OF NEW UTILITY CROSSINGS 70 PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST.
o STORM DRAINAGE PAO ELEV. 507.0
49 13
LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC
NORTH QUARTER CORNER. OF SECTION 14 -23 -5, ELEVATION =547.94 FEET. -
INFORMATION AND ARE SUBJECT TO VAR /ATON: IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR
3
SHALL CONSULT D.R. STRONG CONSULTING ENGINEERS INC TO RESOLVE ALL PROBLEMS PRIOR TO
2. CITY OF REN70N CONTROL POINT NO. 1909: CONCRETE MONUMENT WITH TACK IN LEAD PLUG AT
PROCEEDING WITH CONSTRUCON.
THE INTERSECTION OF SE 1397H PUCE AND 156TH AVENUE SE, ELEVATION = 372.34 FEET.
PAD ELEV. 505.0 '' v7
BASIS OF BEARINGS
70P 18' SD =495.65
ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORA77ON AND
N0079'DO E BETWEEN THE MONUMENTS FOUND IN PLACE AT THE SOUTH AND NORTH QUARTER
STREET OVERLAY DETAIL.
PAD ELEV. 5030
.
VER77CA'L DATUM:
`2-
IF 6' SS =498:00
CROSSINGS) 0. IF THE OU731DE OF THE TRENCHING IS WITHIN THREE FEET (3) OF ANY ADJACENT
NAM 88 PER KING COUNTY VERTICAL CONTROL
_aAr :4._
LANE LINE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED WILL BE REPAVED.
7
IF 6' SS= 497.25
TOP 18' SD =49869
056
8
TOP 8' SS =49587
IF 12' SD =49728
1.41
9
TOP 6' SS- 497.90
IE - 501.95
DRAWING NUMBER S -3338
10
TOP 6' SS ®496.06
-
IF 12' 55= 496.58
a50
11
'TOP 6' SS =497.00
IF = 499.90
2.90
12
TOP 6' SS= 496.15
IF 12' SD- 497.28
1.13
13
TOP 6' SS= 496.35
IF = 49858
I
`! "'
PARCEL N0.
\
IE 12' SD= 497.91
2.36
15
-,.
\ ---------
-- - -- -
3304300540
`4
;I-
TOP 8' SS =494.66
I
:� `
'
SSMH
RIM 488.42
1E 8' PVC N= 473.83
17
n
IF 12' $0= 4-99,,.49
4.73
504 5�R
w "' m
IiEO-' 4'SRF
I
w ----- 5'CLF 504
`a
IE 8" PVC W= 473.63
N
+` SHED _
- SHED
IE 8" PVC S.- 473:53
7�1� E II CB 5'CI.F
I_RIta HOUSE PARCEL NO.
--
=489..40 3664500285
I
JE 12" PVC N.- 485.57 3664500278
'IE 12" PVC 5. =86.78
No
PARCEL N0.
IE 4" CPP E- 486.78
33043L
LEGAL, DESCRIP770N:
UTILITY CONFLICT NOTE:
LOTS 1 AND 2 KING COUNTY SHORT PLAT NO. 976093, RECORDED UNDER RECORDING NO.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND D£PIH OF
7612010798, IN KING COUNTY, WASHINGTON. -
ALL EXISTNG UTUTES WHETHER SHOWN ON THESE PLANS OR NOT BY P07HOLING THE UTUTES AND
BENCHMARK.'
SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCON. THIS SHALL INCLUDE
IF = 49875.
CALLING UALITY LOCATE AT 1- 800 -424 -5555 AND THEN POTHOLING ALL OF THE EXISTNG UTUTES
1. CITY OF RENTON CONTROL PONT NO. 2103.• PUNCHED BRASS PLUG SET IN CONCRETE FLUSH :
AT LOCATIONS OF NEW UTILITY CROSSINGS 70 PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST.
WITH ROAD. SURFACE AT TIE IN7ERSECTON OF SE 128TH STREET AND 1567H AVENUE SE. AKA THE
LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC
NORTH QUARTER CORNER. OF SECTION 14 -23 -5, ELEVATION =547.94 FEET. -
INFORMATION AND ARE SUBJECT TO VAR /ATON: IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR
3
SHALL CONSULT D.R. STRONG CONSULTING ENGINEERS INC TO RESOLVE ALL PROBLEMS PRIOR TO
2. CITY OF REN70N CONTROL POINT NO. 1909: CONCRETE MONUMENT WITH TACK IN LEAD PLUG AT
PROCEEDING WITH CONSTRUCON.
THE INTERSECTION OF SE 1397H PUCE AND 156TH AVENUE SE, ELEVATION = 372.34 FEET.
NOM
BASIS OF BEARINGS
70P 18' SD =495.65
ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORA77ON AND
N0079'DO E BETWEEN THE MONUMENTS FOUND IN PLACE AT THE SOUTH AND NORTH QUARTER
STREET OVERLAY DETAIL.
CORNERS OF SECTION 14 -23 -5 PER REF. 2
VER77CA'L DATUM:
PER SECTION 7 REQUIREMENT FOR PATCHING OVERLAY, OVERLAY WIDTHS, 1. TRENCHES (ROAD
IF 6' SS =498:00
CROSSINGS) 0. IF THE OU731DE OF THE TRENCHING IS WITHIN THREE FEET (3) OF ANY ADJACENT
NAM 88 PER KING COUNTY VERTICAL CONTROL
_aAr :4._
LANE LINE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED WILL BE REPAVED.
Cal 2 Working Days Before You Dig
1- 800 - 424 -5555
USi6es Underground Locatlon Ceder
0D,Wr,ND,0RWN
D.R. STRONG
CONSULTING ENGINEERS
I
ENGINEERS PLANNERS SURVEYORS
10004 NE 3Bd PL. /101 KIRKLAAD, WA 98033
0420827.3063 F425.8272423
w ..dsbww9 NO.
PER D£T SEE SHEET 17
14 i I I PARCEL NO.
/ I I
PAD ELEV 502.01 3664500127 �,4 � I I W
r^
i I g vJ DRAWING NUMBER S -3148
STA. 2 '82 882 Y Op I I I Q
I
8'- PVC M-49482
[PARCEL NLX
87V0 S =488 ' I cn
12" CPP IE= 495.85 mi°� I g • 4305500120
U77LI7Y CROSSING TABLE
CROSSING NO.
SS
8 WA
SD
CLEARANCE
1
TOP 6' SS= 497.20
IF = 49875.
1.55
2
TOP 6' SS =498.50
IF _ 501.82
332
3
TOP 6' SS =49860
IF = 50310
550
4
IF 6' SS =49740
70P 18' SD =495.65
L75
-5
TOP 6' SS =49820
IF = 50360
5.40
6
IF 6' SS =498:00
TOP 18' 50= 496.54
1.46
7
IF 6' SS= 497.25
TOP 18' SD =49869
056
8
TOP 8' SS =49587
IF 12' SD =49728
1.41
9
TOP 6' SS- 497.90
IE - 501.95
4.05
10
TOP 6' SS ®496.06
-
IF 12' 55= 496.58
a50
11
'TOP 6' SS =497.00
IF = 499.90
2.90
12
TOP 6' SS= 496.15
IF 12' SD- 497.28
1.13
13
TOP 6' SS= 496.35
IF = 49858
223
14
TOP 6' SS= 49555
IE 12' SD= 497.91
2.36
15
TOP 6' SS =49542
IF - 497.00
1.58
16
TOP 8' SS =494.66
-
IF 12' SD= 497.96
330
17
TOP 8' SS= 494.36
IF 12' $0= 4-99,,.49
4.73
4124NAM 10. 20113 11" 01.4D.13 MAJ suxrtvm: �'"E
YIP 03,1413 Mw sus AS NOTO mm 1 0 1885°�BB1 _�® CITY OF
9,K RENTON
YUP
tuJ .1 N�� Planning /Building /Public Works Dept.
r xm ac ixa
REVISION BY DATE APPR
YAI
WORTH
GRAPHICSCALE
` 15 30 60
1 INCH = 60 FT.
RECOMMENDED FOR APPOVAL
BY Da '
S � � � � � I B X21, • � Date:
BY: Date:
BY: Date:
SAD.DLERROOK 11 -14-12
SEWER EXTENSION PLAN
SS11
15 17
CluD; NNNAA