HomeMy WebLinkAboutW-382423— — • . — • . — MATCHLINE. SEE SHEET W-11— — • • — • • —
MATCHUNE: SEE SHEET W-17
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FOUND TACK IN LEAD DOWN
1.60' IN MONUMENT IN CASE 5
BELOW ASPHALT 901 HIGH AVE S /
N:175211+4179 PARCEL:
E:1302933.5712 329470-R90
STA. 3+12.4, 9.6'RT S 9TH STREET =
5+15.7, 7.6'LT STA. vTTv 6 ? ?'Lr HIGH AVE S
INSTALL:
1 - 8"x8" CROSS (M✓XMJ)
d - 8" SPOOL CIF
AMERICAN SURVEYING & ENVIRONMENTAL, TLC (ASE)
CONDUCTED AN AS -BUILT SURVEY TO LOCATE ALL WATER
VALVES AND HYDRANTS. AS -BUILT DRAWING REDLINE
MARKUPS WERE MAINTAINED BY LASER UNDERGROUND &
EARTHWORKS, INC. BY THE ON -SITE CONSTRUCTION
FOREMAN AND PROVIDED TO ASE TO PREPARE THE FINAL
RECORD DRAWINGS. THE RECORD DRAWINGS REFLECT THE
AS -CONSTRUCTED CONDITIONS BASED ON A COMBINATION
OF FIELD SURVEY DATA AND THE AS -BUILT REDLINE
MARKUP DRAWINGS PROVIDED BY LASER UNDERGROUND &
EARTHWORKS, INC. AND SHOULD BE FIELD VERIFIED FOR
ANY FUTURE USE. ALL WATER VALVES AND HYDRANTS
WERE FIELD SURVEYED IN THEIR AS -BUILT LOCATIONS AND
ACCURATELY REFLECTED HEREON.
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NEW STORM IS
814 HIGH AVE S
PARCEL:
329470-0372
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2 12°'DEC — -- — — j-�
LSCAPE LSCAPE T �
4 1511 S 9TH ST
a PARCEL:
3 329470-0381
900 HIGH AVE S
U PARCEL:
329470-0380
0
IN WATER VALVE
RIM=364.28
TW=362.18
BENCHMARK "E" vNi
NORTHERLY TOP BOLT OF FIRE
p HYDRANT AT SOUTHEAST CORNER
W OF S 9TH ST AND HIGH AVE S
Z I ELEVATION =366.44'
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RIM=373.31
COC=367.91
(6"PVC N & S)
(8"PIPE E & W)
CLF
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WATER MAIN MUST BE
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ALLIED AND OPERATIONAL
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— LW= 0.11
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SHEET SW-6. LSCAPE o VG
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6Q APPROXIMATE LOCA77ON OF EXIS77NG SANITARY SEWER o Q
Q1 3' COVER MIN/MUM. (TYP.), UNLESS 07HERWISE SPECIFIED. SERVICE BASED ON AS -BUILT DRAWINGS (T)IIP.). SIDE I
SEWERS ARE AT APPROX. 2'-5' DEPTH. CONTRACTOR o
U I 2Q REMOVE EXISTING FIRE HYDRANT. SHALL P0774GLE IN ADVANCE TO DETERMINE EXACT IIIS a U I
LOCATION AND DEPTH. LOCATE WATER MAIN PIPE JOINT A U o
Q 3Q CLOSE VALVE AND REMOVE EX. VALVE BOX. (TYPICAL FOR MIN/MUM OF 6' FROM SEWER CROSSING, OR AS APPROVED o J
Q ABANDONED VALVES) BY ENGINEER. CONTRACTOR SHALL REPAIR DAMAGED Z>`
SIDE SEWERS AT OWN EXPENSE AS FOLLOWS: c>� §%�o o w
CE
REPLACE EXIS77NG 314" WATER SERVICE WI7H NEW 1" WATER 0
SERVICE PER STANDARD DETAIL 320.1. (TYPICAL FOR ALL-NTRIFIED CLAY: RE-SEC77ONED WITH PVC PIPE SPOOL N OR p I
SERVICES) CONNECT NEW METER SETTER AND NEW AND FLEXIBLE FERNCO COUPLINGS > M 2 m
COPPER TAIL PIECE TO CUSTOMER PRIVATE SERVICE LINE. ¢ Jd O I
4 DO 4 -CONCRETE RE-SEC77ONED WITH ROMAC SADDLEDO w I 2
VG
5 POTHOLE IN THIS LOCA71ON AHEAD OF WATER MAIN _py�. RE -SECTIONED WITH RIGID COUPLINGS OR A oa w 4 m
INSTALLA7701V TO ESTABLISH LINE AND GRADE. O e
a I Z> > ROMAC SADDLE o "N 0 W I
I�o w m I m
- 7Q EXIS77NG WA7ERMA/N MUST REMAIN AC7711E DURING Ip
CONSTRUC770N. INSTALL NEW WATER MAIN BELOW I
l�lsss w EXIS77NG WA7ER MAIN lF NECESSARY. I Y
— MATCHLINE: SEE SHEET W-10
P
91-800-424-55
RE SHOWN
ONE —CALL RE RENCE ILITIES ONY ACONTRACTOR OR
JWALL FIELD LOCATE ALL EXISTING
ILITIES A MINIMUM OF 72 HOURS
Knowwhatsb@IOW. PRIOR TO CONSTRUCTION.
Call before you dig.
ORIGINAL PLANS STAMPED 6Y:
AN R KYGANYGANDT Ok8/1D/17
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— .
• SEE SHEET W-15 —
' ' — ' ' — ' ' — ' ' —
N07Z.• ALL PIPE SHALL BE
BAGGED AND SEALED FROM
POINT OF DELIVERY
THROUGH INSTALLA770N.
SURVEYED:
BRH
SCALE:
1 „-20
-
HORIZONTAL. DADV°sa3%1gs1
�d CITY 0
RENTON
HILL UTILITY REPLACEMENT
PROJECT
DATE
06/19/17
DESIGNED:
JONES AVE S
P'AG°BOOK
R E N TO N
DRAWN Aw
STA. 4+00 TO STA. 6+50
DRAWING NO
INCH II
II- ONE
DATUM
CHECKED
AG
ATAT FULL LL SCALE l
AT
L, I�
Planning/BDIIdIng/PUIJIIC Works Dept.
S 9TH STREET
C
W-16
No.
f7
REVISION
BY
DATE
f7
APPR
IF NOT ONE INCH
SCALE ACCORDINGLY
STA. 1+/ 0 TO STA. 6+40
APPROVED
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AS
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W
004