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36 EXISTING ALLEY PAVEMENT WALKS OUTSIDE OF LIMITS. CONTRACTORS
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RESPONSIBILITY TO REPLACE DAMAGED
4 2 SAWCUT STREET BENCH MARK ELEV. 37.04 SURFACES.
MATCH LINE STA 1 +75 SEE SHEET 28 36 36 PAVEMENT & PATCH CHISLED SQUARE AT
MATCH LINE STA 1 +75 SEE SHEE 29 BACK OF WALK AT NE
TEE LT_ 1 +71 ° 1 I PO VAULT STA +35 NE CB TYPE I QUADRANT INT. OF N. I CB
EIVIO dig REf'L�xC� d STA 7 +62M #G_1 BROOKS AND FACTORY
TEE 29.23 EXISTING ALLEY PAVEMENT 5 CD TRAF IC SIGNAL BO NEW 72" 0 MH LT 1 +65 RIM 36.38
CONN EL 30.86 F SSMH 7� co 2 8 FAC RY 204 FACTORY 200 FACTORY Y cv
6 "PVC 0 = TEE RT 1 +50 36 w ELEV. 29.79 AVE AVE N AVE N o
2_19_9 TEE ELEV. 26.20 RIM 35.42 CB CO NECTION L 31.75 CB E I Dc }
D__ W CONNECTION ELEV. 30.07 Y IE 25.40 N 24" CB RIM 35.05 6 "P C 6.00 , t0 RIM 3 29 "11 Y 12 w m N w
TEE LT 45 Z _j IE 28.59 S RAFFIC N 1 2 , 3 REPLACE , J c3 � oc Uf _
Q o 6 "PVC 4.00 13 a RIM 5.09 3- 96 IE 32.1 W
TEE ELE .29.1 ° Q HOUSE SIGNAL 0 z w w cn
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N CON 30.00 I� BOX STA 1 20 NEW CB TYPE 1 v w w � O
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YARD DRAIN
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RIM 35.19 I- CB ME II o a F
I 25.57 10" IE 24.55 W POST L CB TYP I RIM 35.98 SSMH 54
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AND SIDEWALKS REQUIRED IE 29.8 10" o IE 27.22E 8' z IE 24.55 S TEL VAULT IE 31. 2 E 12" RIM 35.98 ci ci c5 c5 c5 >' ci ci
z IE 25.49 10" o w IE 33.01 NE 8"0 BOT 2 .1 IE 29'17 N/S 8" 0 0 0 0 0 LJ 0 0
SAWCUT EXIST. PAVEMENT BOT 284, o BOT 24.8 �' 40 BOT 32. IE 29.17 E 6" o U o o cD o 3 STA 1 +54P
2 c� NEW 24" SANITARY SEWER ° NEW METRO MH #R10 -6A
MONITORING WELL CD
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IE 8.95 N/S 10" N � _
311 FACTORY IE 9.71 E 10" RIM 35.44 � 0 0
, IE 29.94 N/S 12 � 251 FACTORY 247 FACTORY ( 241 FACTORY 237 FACTORY 235 FACTORY 225 FACTORY 221 FACT
AVE N BOT 28.1 BOT 28.1 I i s m AVE N AVE N AVE N AVE N AVE N AVE N AVE N
STA 7 +62 REFERENCE NOTE:
CONNECT NEW STORM PLAN NEW METRO CONNECTION MANHOLE (BY OTHERS) #R10 -5A O1 RECONNECT EXISTING SEWER SERVICE TO NEW
DRAIN TO EXISTING S LE 1' 20' METRO STATIONING 22 +25.73 8" PVC SANITARY SEWER IN ACCORDANCE WITH
CATCH BASIN �. � N cn THE CITY OF RENTON STANDARD PLAN # BO 82, 00 N mo^ DRAWING # BR 35. N
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35 ........... . .... ..... EXISTING VCP
REMOVE NEW 12" STORM DRAIN 8 EXISTING "VCP
130.2 LF O 0.41% SANITARY SEWER SANITARY SEWER
EXISTING 8" VCP ------------------------------------ ----- 7777 - 7777 --
EXIST. 8' VCP SANITARY SEWER 26.1 LF O 14% I NEW 12° STORM DRAIN --------------------------------------------------------------------- - - - - -- ---------- 7777 --
SANITARY SEWER l 7777-
----------------- -------------------------=--------- - - - - -- 7777 -- --- - -------- - - - - -- p
30 ---- - - - - -- 7777 -- -
... -- -------- -- ----- - - - -..
- - - - 7 -- 7777---- - - - - -'
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25 NEW 8" PVC -SAN. ..... ...�.N..... N �..... ... NEW' 24 PVC SANITARY SEWER ............... ... ....... - J. - 191.9 LF ®.32 %............ 5
SEWER 46 LF ® w N 166 LF ® 7F00 NEW: 8" PVC SAN. SEWER p NEW 8" PVC SANITARY SEWER
6+* 00 z _ s4b p s /5�4
rn 0.12% 146: LF ® 0.4%
0.08% �~ N F CONNECT T0: EXISTING CATCH BASIN Q 0 o ~
m w ° M O NEW 12' STORM DRAIN IE (S) 30.00
20 ........... ........... .. N v... �ID.......................................... ................- ......- ......- �.°°,0) z (; ..........
N o M �� - W NEW 42" 0 METRO z+ i -- N
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8 +00
9 +00 10 +00 +
Y PROFILE
SCALE 1" = 20' H HAMMOND, COLLIER & WADE - CITY OF RENTON
4iCK DIP 1" = 5' V LIVINGSTONE ASSOC., INC. DEPARTMENT OF PUBLIC WORKS
-RK fis`'* �"ert AS -BUILT CERTIFICATION
CENTRAL RENTON SEWER REPLACEMENT
I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL 0�� �yc� 4010 STONE WAY N
o CF SQUARE AT BACK OF WALK t LOCATIONS OF THE STORM DRAIN AND SANITARY SEWERS ire $0 SEATTLE, WA 98103 -8090 FACTORY AVENUE N
p a SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY m z S -0513 (zos) s3z -2ssa ecw -�
AT NE p3613 ME OR UNDER MY DIRECTION. FROM STA 5 +50 TO STA 11 +00
FA 4+csras4° RECOMMENDED FOR APPROVAL
3 f0'Y1L L(�� �p�, 6/084 2t„'�' DESIGNED: REB DATE: 7/20/95 FILE NAME:
°, I - F.D. RINGEL L.S. 23613 DATE: �� Lz ]� FsSiSTEEK� PLAN RENEW DATE DRAWN: DPH
z DPIRES 9/1157 SCALE: AS SHOWN Flan BOON: once.
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CHECKED:
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R - -c r tii E�wmES a�za/ SEWER unuTY n --
wH� DATE N0. REVISION BY APPR. DATE APPROVED: SHEET: 2 OF:
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