HomeMy WebLinkAboutS-3729085
FF=452.30
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SEE SANITARY SIDE SEWER
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450.52'
IE IN- 449 -60 8.0 S 440.96'
1E IN= 4 41.58 3"0 E 440.76'
JE OUT I 'I. 1 -7-8 "0 W 440.66'
CONNECT TO EXISTING
S� I
CONTRACTOR TO VERIFY SIZE
18 DEPTH PRIOR TO CONS
AND NOTIFY ENGINEER
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A PORTION OF THE NW 1/4 OF SECTION 29, _r`WP. 23 N., RGE. 5 E, KING COUNTY, WA
HIGH AVE S
(SEE, SHEET SS-04)
CL INT'X
CL INVX
ACCESS ESMT STA. 2+59.44, HIGH AVE S
r=; PA 5 +00,00; S MT 0 S STREE
7
FIF-453.80 8
FF=453.80 3378100060 CL A1 X
+ S
STA. 3+00.00, HIGH AVE S
600 S.S. 0 2.0% MIN.
(TYa.)
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io' PRIVATE jowT j
13 UTILITY EsmT. (Typ.)
FF-453.90
joiNT UTILITY TRENCI
26' PRIVATE ACCESS (TYP•)
AND PUBLIC 12
UTILITY ESMT. FF=454.60
EASEMENT
5 2$TH,STBEET
(RESIDENTIAL ACCESS)
ING GRADE. O.
GRADE 0 1l1
ISSMH EX-01, TYPE 1 -48"
STA 15+ 38 97, 24.33" LT
RIM ---m 453.53
IE IN=445.41, 8"o SE
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!E OUT=445.34, 8 LL:454.50
11� 9
450,52'
440.96'
440.75'
440.66'
No.
REVISION
EXISTING CONC. SIDEWALK
APPROX. 2.5' WIDE
S 28TH ST
y ( RESIDENTIAL ACCESS) +
EXISTING CO
EX NC. SIDEWALK
PAVEMENT AP
4 "kOX. 2.5' WIDE
HIGH AVE S
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15+38.97, 24+83' LTEX-01
BY I DATE I APPR
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AXIS SURVEY & MAPPING, INC.
13003 NE 126TH PL
KIRKLAND, WA 98028
425-823-5700
AS-BUILT DRAWINGS
10/31/2014
SAWAW SM
80VAM
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LOT
D0111114157ME111111
S. .H.
SEWMIRWRT
ELEVATION AT
% V
LENGTH OF
INERVICEPRO111
36 MANN TO
&&C.O.
INVERT
ELEVATION,
AT S.&C.O.
LENGTH OF
5MVICIEFROM
S.S.C.O. TO
STUB
INVERT
ELEINKTION AT
&S. STUB
STRUCTURAL
PAM MM kMOIN
6
0(-02
Nz
33
445.19—
10
446.50
4511.5
7
1 1
1 442.14
29
445.83
10
4730
451.3
8
1
44333_
16
446.57
10
447.30
451.3
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1
44326
1 39
44
10
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462-1
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1
442.07
5�78
93
10
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1 444,73
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SCALE: 1•.201 WORM
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20 10 0 25 40
NOTE&SM3 72 908
1. EXISTING UTILITIES ARE SURFACE 40CATM
ONLY CONTRACTOR TO VERIFY LOCATION AND
ELEVATION PRIOR TO CONSTRUCTION.
2. FOR TRENCH SECTION SHEET SS-05.
3. FOR SIDE SEWER CONNECTIONS SEE SIDE
SEWER CONNECTION DETAIL SHEET SS-05.
SEWER STUBS TO THE PROPERTY LINE SHALL
BE 6—INCH 0 2% SLOPE FROM MAIN TO
RIGHT —OF —WAY THEN UP TO SEWER STUB
ELEVATION UNLESS OTHERWISE NOTED.
4. MANHOLES LOCATED IN DRIVEWAY
APPROACHES SHALL BE SET TO FINISH
GRADE. MANHOLES LOCATED IN UNIMPROVED
AREAS ARE TO BE SET A MINIMUM OF 6"
AND A MAXIMUM OF 12' ABOVE FINISH
GRADE, OR MUST HAVE 2'DIk CONCRETE
RING POURED AT GRAM WHERE MANHOLES
LOCATED IN PAVED AREAS, COVER MUST
SLOPE IN ALL DIRECTIONS TO MATCH PAYING.
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CITY OF RENTON
t SANITARY SEWER PLAN AND PROFILE
DATUM
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Plan ning/Building/Public Works Dept.
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