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/North 35th Street
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LOT 1
18 LF 6' SS 0 2OZ MIN
(4924,eo s)
N N Q
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CITY OF RENTON MON IN CASE 0 PARK AVE N/N
(LENGTH APPROX FELD CAE;
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34th Sr (CLY) EL.E11 165.43
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CRY OF RENTON SURVEY CONTROL
Basis Of Bearing NETWORK NA019B3/91
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GRID WERSE &4uNG FROM CITY OF RENTON CONTROL POINT
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LE BUILDING PAD---,,,,
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SSEE SJRVLY BOOK 128 PG. 226)
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(LENGTH APPROX
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FINSHED GRADE
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BE PLACED 2 MOW
WATER SERVQ)
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WATER METER
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INSTALLED 13Y COR
CONTRACTOR TO STAKE LOCATOR
1 COORDINATE
CONCRETE CEMENT O
NO CURB AND GUTTER
PER 1' STANDARD PLAN F006
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N.10t -- _- E-
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\_22 85 LF 3/4" WATER SERVICE S E 1DETA� SLOPE
11 LF ROCKERY
DETALTTYP
Y (AAN
EC lCYtg
PROPOSED GRADE
EX GROUND
CAW-
- _ 66 LF 12' SO 0 0.5% - — - - - j EX 12° SO
9..0 ......:.........:.. ......:......... .........:.... . . . .. .. . ..................... . . .... !�....
CB TYPE 1 ` 1�
SEE SECTION A k B \\ `EX WATER SERVICE \-
WATER SERVICE
IE 161.87 (17'-N) IN FOR CROSSING DATA W I GRATE
IE 16197 12': S) OUT
...:.........:. ............... .............:.. ..... .: ......... :.........:..:EAt18� :.... - - --- --- --- - -- -- -- - - - - -- -- .........
I 161. (12' N IN
EX IE 161.54 (12 S) OUT
Storm Drainage Profile:
HOFBL• 1'=10' VERT: 1' =5`
L L 1913" FR _1345 t-
�t M ENGINEERING, PLLC
7936 SEWARD PARK AVENUE S.
SEATTLE, WASHINGTON 98118
PH: 206.725.1211 FAX: 206.725.1211
JSTS
EIDIIiES 5/16/F001
SCANNEDNAR 211 -mi cc) ?ISV.3 c uv-� /s7ce/ s-J /.(`kin/ 'r�p•w�n�)
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GRIND FULL WIDTH 1 -1/2' AND PROVIDE ACP CLASS 'B' OVERLAY
IN ACCORDANCE W/ CDR STD'S !!!
53 LF 6' SS 01.0% MIN
` I
(LENGTH APPROX FIELD COORDINATE)` .:nwrr
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IE 164.00 (12' N) IN
PROVIDE QUARRY SPALL PAD AND TRASH RACK
---
5LF12SO042.6X
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IE 161.87 (12' N) IN
IE 161.87 (12' S) OUT
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SEE SECTION A u /c. ..nwt aM sour
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SEE SECTION 8 a
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10' UTILITY
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RIM TO GRADE
IE 1598 (IBM DEPTH)
LOT 1
18 LF 6' SS 0 2OZ MIN
(4924,eo s)
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(LENGTH APPROX FELD CAE;
}
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CONNECT TO SS (1.0114ipN APPROL)
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LE BUILDING PAD---,,,,
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92 LF 6' SDO 2-0%, YW
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CONCRETE Y
(IBM APPROX
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SEE DETAL 0 TTYP
COOK INATE)
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4-FIELD
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AND
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_SEE NOTE SHEET 4.0 _
EGA,
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cr nu
(mil
1 11 1' Ir
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1 F• 1
IE 1 DEPTH)
LWDY
WATER METER
1
INSTALLED 13Y COR
CONTRACTOR TO STAKE LOCATOR
1 COORDINATE
CONCRETE CEMENT O
NO CURB AND GUTTER
PER 1' STANDARD PLAN F006
�I
N.10t -- _- E-
1U• TA4 R&erd /
* s LACP DRIVE CLASS '8'
\_22 85 LF 3/4" WATER SERVICE S E 1DETA� SLOPE
11 LF ROCKERY
DETALTTYP
Y (AAN
EC lCYtg
PROPOSED GRADE
EX GROUND
CAW-
- _ 66 LF 12' SO 0 0.5% - — - - - j EX 12° SO
9..0 ......:.........:.. ......:......... .........:.... . . . .. .. . ..................... . . .... !�....
CB TYPE 1 ` 1�
SEE SECTION A k B \\ `EX WATER SERVICE \-
WATER SERVICE
IE 161.87 (17'-N) IN FOR CROSSING DATA W I GRATE
IE 16197 12': S) OUT
...:.........:. ............... .............:.. ..... .: ......... :.........:..:EAt18� :.... - - --- --- --- - -- -- -- - - - - -- -- .........
I 161. (12' N IN
EX IE 161.54 (12 S) OUT
Storm Drainage Profile:
HOFBL• 1'=10' VERT: 1' =5`
L L 1913" FR _1345 t-
�t M ENGINEERING, PLLC
7936 SEWARD PARK AVENUE S.
SEATTLE, WASHINGTON 98118
PH: 206.725.1211 FAX: 206.725.1211
JSTS
EIDIIiES 5/16/F001
SCANNEDNAR 211 -mi cc) ?ISV.3 c uv-� /s7ce/ s-J /.(`kin/ 'r�p•w�n�)
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