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S 7TH STREET/ i
FOUND NAIL IN CONIC DOWN
0.70' IN MONUMENT IN CASE
I 319.89 N:175877.3686
E:1302630.2149
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=334.24(6'CON E)
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BENCHMARK "A"
TOP CENTER gvLT OF FIRE HYDRANT
AT THE SOlU1THEAST CORNER OF S
7THIST AND GRANT AVE S
ELEVA110N=341.68'
I I
�1400 S 7TH ST
PARCEL:
O ^ 564050-0130
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1410 S 7TH ST
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PARCEL:
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5566400-00111333555
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N 175870.1
E 13027/�/�
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1403 S 7TH ST
PARCEL:
329470-0201
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PARCEL:
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RIM=351.48
COC=342.08 GARAGE
(8"CONC N, E, & W)
SEWER NOTES.'
1. RECONNECT ALL AC77VE SIDE SEWERS TO NEW SEWER
PER RESPEC77VE DETAILS SHOWN ON SHEET S-14.
* ALL SIDE SEWERS ARE SHOWN IN THEIR AS -BUILT LOCATIONS
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GRASS I STOP
I S 7TH STREET
ttt —7SFc!!�
o GRASS "NEIGHBORHOOD TC " &
N "S 7TH ST IGH AVE S"
GRASS
SEWER C.O.
N 175870.7
E 1302848.3 GRASS
/ FOUND BRASS TACK IN
LEAD DOWN 0.80' IN a
MONUMENT IN CASE
/ N:175877.2799 N
E:1302950.2319
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MH #12
I
AS
nP T
..............370..........................................................................................................................................................................................
..............360..................................................................................................................................................... .................... ......
EXISTING ROAD ABOVE SEWER
PROPOSED 0
12" STORM
350:.........:.........:.........:.........:.........:.........: .........:.........:.........:.
.... REPLAC
AND. DPROPOSED $.01I/o
0 YSW^
12" STOR6 rE
AVE >C7 LF 8
r
REM9 152.8:... OF .................. MH #12 Z
340 .............................................................. ..... W�.rH. .. m
PROPOSED N 175884.76 ASBU/LT
s" STORM AND REPLACE E 1302956;99 :1302955.40 m
REMOVE EX. 6" CLAY 5.18/0 Y SE ��� @,� u EX SSMH : REMOVE EX MH & m
160,7 LF OF 8 N 175883:61 N
330 EX. O" ........WITH.:.......... E 1302802.63 REPLACE WITH NEW 54" MH =
........... .. ........ m
OLAY SEWER... RIM' =' 351.'48........................... ... RIM:= 36�f .36279
MH#11 IE 8' w = 3 351"88
1E 8" E 342.13 341.95 /E 8" W = 354-.50 354.33:
N f?588& 06 175885.08 I E 8" N ==ter 342.09 /E 6" N = 354.60 354.46
E 1302641.82 1302641.92
....... :...... 320:........... 8"
REMOVE EX MH &:......................................................................................................
lE 8" E = 35, 4.-68 354"69
REPLACE WITH NEW 54" SHALLOW MH
RIM = 3M6-+ 339.12
JE 10" W = 33a49 : 333"37
............................................................................................................................
JE 8" E _. 333-.7-5 333.62
• ONE—CALLEXISTING RE SHOWN
REFERENCE UTILITIES AONLY. CONTRAC OR OR
SHALL FIELD LOCATE ALL EXISTING
1-800-424-5555 UTILITIES A MINIMUM OF 72 HOURS
Know what's below. PRIOR TO CONSTRUCTION.
Call before you dig before you digs
AMERICAN SURVEYING & ENVIRONMENTAL,
CONDUCTED AN AS -BUILT SURVEY OF ALL
NEWLY CONSTRUCTED SANITARY SEWER
SYSTEM TO PREPARE THESE FINAL RECORD
DRAWINGS. THE RECORD DRAWINGS REFLECT
THE AS -CONSTRUCTED CONDITIONS BASED
ON FIELD SURVEY DATA AND SHOULD BE
FIELD VERIFIED FOR ANY FUTURE USE. ALL
SANITARY SEWER SYSTEM STRUCTURES
WERE FIELD SURVEYED IN THEIR AS -BUILT
LOCATIONS AND ACCURATELY REFLECTED
HEREON.
NO.
REVISION
suRVEYEO:
BRH
DESIGNED:
JDH
DRAWN:
JDH
CHECKED:
JDH, MAB
BY DATE APPR APPROVED:
DMC
scALE:
1 "=20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCNF ACCORDINGLY
VERrICAL HORIZONTAL HAD 791988 7
DATUM
ad CITY OF
RENTON
Planning/Building/Public Works Dept.
RENTON HILL UTILITY REPLACEMENT APR 2017
MODROOK:
RAC:
SANITARY SEWER DRAWING N0:
S-7
S 7TH ST SHEET.. OF
58 89
ISI- 013181214