HomeMy WebLinkAboutWWP2703298.2a
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30' I N 30' 30'
17��J N SSMH C.O.R.# 84
RIM=32.44
IE 12" CONC(NW)=21.89 ASPHALT
IE 24" DI (S)=20.89 / PARKING vj SSMH C.O.R.# 149 REPLACE EX. CLAY SIDE -
IE 15" PVC (E)=20.74 /
z RIM=31.77 SEWER FROM GUTTER TO
Q IE, RIM=31.32 tp� a IE 24" CONC (S)=21.57
m IE 6"CONC(N)=28.82 IE 12"STEEL(NW)=21.42 NEW SEWER MAIN
SDMH RIM=31.54 IE 24" DI (N)=21.32
Q 12"Clay(NW-SE)=27.34
3"MAPLES
CB RIM=30 94 TYPICAL
I
000720-0054 I 000720-0157
FRED B & ERNA M SANDOY SCI MGMT. CORP CONC WALK
#220 #300 30
T.D.C. T.D.C. J
\ 3
000720-0184 I 3
SCI MGMT. CORP
SSMH C.O.R.# 151
T.D.C. I RIM=31.30 N
IE 8'PVC(E)=23.65 '_'
J z IE 8"CONC(W)=22.75 OL
3 CONC WALL CL CHNL 24" CONC (S-N)=21.20 c Q 10 50 E
00 I m IE=31.1
3 ZP IE=31.4 IE=31.6 4"STEEL
129
3 ® 3 Pe PC
IE 6"CONC(W)=29.49 4"PVC 4'PVC 3"MAPLES U
z
N CONC WALK P ___L_ TYPICAL jr 1 1' HIGH CONC WALL r^
® :f::::MLl0PN
IE-i1 a ®C WALK ®� 4"STEEL CONC WALK G
® G G
w w w N SiA TTUCKA 3 d
MHI #A-1 W W VE S"
`� 03 MH #A-2 w �, w w w w O
- + - - co cc o N N a w w "
3 � - ss � I gc _ o N01'19'24"E o a a' � w w N 8 W w
c�1 + �--_' + S _ o o N
/ `o 549.61' r- s- �' ss + o s o w
LO MH #A-3 00
30 i
sD � •�0+ 0 E
3 00
SD SD S SD O +
SD SD SD SD 9 2"PE-A IP ►� MH #A-4
® 3 CONC WALK ® ® ®� SD SD G SD G ❑ G G
UP UP UP UP
SDMH RIM=31.86 UP UP ®P UP CONC WALK 0�
O IE 8"CONC(W)=25.86 = 3"MAPLES ❑ UP
FOUND MIC / a TYPICAL CONC UP -
12"CONC(N-S)=22.86 �
IM=31.43 0,28' N52'44'09"E/ CB RIM=30.84 SDMH RIM=31.70
IE 6"CONC(E)=28.14 IE 12"CONC(W)=23.20 SDMH RIM=30.98
CONC(SE)=29.28 STA 4+50.22 CL CHNL 12"CONC(N-S)=22.18
N 178598.29 SDMH RIM=31.32 IE 6"CONC(NE)=28.04 RECONNECT EX. SIDE SEWER IE ,2"PLASTIC(N)=22.25
E 1299208.43 INTERSECTION COORDS / TOP 30"STEEL CASING (S)=22.15 0
IE 12"GONG 3"MAPLES CB RIM=30.58
N 178598.12 / TO NEW SEWER MAIN / 000720-0119 IE 6"�CB RIM=28.48 36"
ELEV 31.40 / (NW-SE)=23.92 TYPICAL v,
E 1299208.21 IE 12" CLAY (N-S) 22.82 SAFEWAY INC STORE ❑
IE 6"CONC(E)=28.23 HAZLNT. 9+ 0 E
/ 3 #203
/ 000720-0172 / T.D.C. _
STEEL ICON LLC I 0SENS CORP TOP TRM STRUCTURE
/ o = #211 SENS CORP 8"CMP(SE)=29.71 b `30 31
o T. 11 REPLACE ALL OF THE EX. #212 IE 8"CMP(SE)=27.01 W
14, a CE�gR ,p�TY of REINSTATE EX. SIDE SEWER CONC. SIDE SEWERS FROM I T.D.C. IE ,s"cMP(w)=27.0,
�R SFq THE GUTTER TO THE NEW a
00o olpEl rT� TO NEW SEWER MAIN USING
/ '�O o�e8�£ R�p� l TRENCHLESS METHODOLOGY SEWER MAIN RECONNECT EX. PVC SIDE TOP SDMH RIM=30.92
/ W / I 8 D (E ) 23.
SEWER TO NEW SEWER MAIN CL CHNL 12"CONC(N-S)=21.97
3 W-
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Z
O O CJ OU
5+00 6+00 7+00 8+00 9+00 10+00
....
..................................................................................................................................................................................................
MH #A-1
Q =4 ,, 39-r�T. & 1: T 4+38.2, 1.1 L T
MHf#A 2
REMOVE EX.; MHAND ; era ��QQ n / r
MH #A-3 STA 5+85.6, 1.7 L T .
REPLACE WITH NEW 6Q" MH ....... rn c� o;/ n n D r
....................................................................... L .1,.SH
:40 • MH #A 4 40
. ;-E,�-R 5+84.92, 8.O RT REMOVE EX. MH AND
D/ArrnyT=�i--:- ; RIM= 32.4 „ „
NEW 60 MH REPLACE WITH NEW 60 MH STA - STA 9+68.5, 7.7 RT
IE 15"'E = 20.9 n/AA_ �1 RIM= 31.7+ - _ RIM= 31.73 NEW 48 MH
�, c - �n :Qn �% _ r`�r°' ter, r= _ M= 31.19*
�4�Z-�89 lE 24 : S - 21. 0
/C CIO„ C - 77 4C n. 7A�� A/ _ 77 !» n
1E18 E=21.6 - _-- 1E24N= .5 0 _
_ lE 8".NW. = .21.9 :..... 'IE 12" W " - • lE' 12" �W = 22:8 . .. E 40„ im'21,66 lE 10"S' ' 21.8 (PLUGGED) .........:.........:.........:.............................:................... _ . _ . ; ....lE 8" SW = 22.63
.. :. .
'-7- / .2
n
is 1n c - 54 lE 10" :S = 21.6 /_1 Qr>w-4� IE 18": W = 21.5
EX. GROUND ® ROAD CENTERLINE "E'er 23.59 lE 8" SE = 22.69*
................................... ....... ...........
5 LF OF 18":PVC @ 2.0%
BETWEEN MH #4 AND MH #5 379 LF OF 10 PVC @a 0.24 /o
..................................................................... ........... ...................... ............................................................. ��....................................
EX.. 24" DI SANITARY SEWER.
/1 •A O �� A A/11 /r
�rkF�9F� o :.........:... :...... :.........:.........:......... :...PLUG ND FlL L EX 24 „ CONC.... E"�''- ..........:........ .
:�0...... 20
142 / F OF 24 CURED -IN -PLACE PIPE @ 0.35/o A
; EX. SSMH STA 9+68.9, 0.0 RT
RIM=31.30
REMOVE REMOVE IE 8"Pvc(E)=2.3.65
EX. SSMH . STA 4+39.76 1.6 LT EX. SSMH STA : 5+87.80, 0.5 LT E 8"CON 30 � � 22
RIM=32.44 RIM-31.77 :.........:.........:......:.........:.......................................:...............................................................................................CL QHNL ... STEEI�(.S.:N)=.21,20 ......:. .
..IE 8" CONC (NW)=21.89 IE- 24"CONIC (S)=21.57 ALL PIPES DID NOT LINEUP
IE 24" DI (S)=20.89 IE. 12" STEEL (NW)=21.42
IE 15" PVC (E)=20.74 - IE. 24" DI (N)=.21.32 SCALE' WITH NEW;MH#A-4
AS-BUIL T INFORMATION WITH ' '� WAS LEFT THIS MANHOLE AS
HORIZ: 1" = 20' ANGLE POINT
....1. 0.......:.........:.........:......... :.........:.........:......... :......... :.........:......... .VERT:.11� _ .5.................. .
.......COLLECTED AND REVISED FEBRUARY 2009................................................ ............ 10
BY UTILI TY STAFF
HdRN r,
AS-BUIL T INFORMA TION BASED UPON vA� °� WAS,
\o DATE:
FIELD SURVEY PERFORMED SEP 17 2008 0 - z SURVEYED: SCALE:
AS SHOWN HORIZONTAL. NAD 1983//1
PACE 1991
APRIL 2009
B Y PL S, INC. SIDE SEWERS SHO WN AS 169 �� DESIGNED:JDH- CITY 0
�'"�FCISTER�RENTON 2008 SANITARY SEWER REPAIRS P�EBOOK:
LOCATION OF TEE ONL Y BASED UPON �SSIONAL ENG� Dew" JDH ONE INCH DATU I l ' DRAWING N0:
TELEVISION INSPECTION. I AS-BU/LT MAB 2-2009 CHECKED: Planning/Building/Public Works Dept. Shattuck Ave S. (S 2nd St to S 3rd St) S-2
D M C AT FULL SCALE
NOT ONE INCH
EXPIRES 8 21 0 9 SCALE ACCORDINGLY \ SHEET: 2 OF:1 O
N0. REVISION BY DATE APPR APPROVED:
LH
SI-131219181 I