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SEE SHEET W-21
FOR FlT77NG
SCHEDULE AND DETAILS'
WATER
VAL
RIM=237.3
TW-233.4
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TW-236.18
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AMERICAN SURVEYING & ENVIRONMENTAL, LLC (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.
WATER VALVE
RIM=236.84
TW-235.44
WATER VALVE
RIM=237.83
TW= 236.13
CB TYPE I
RIM-237.69
E=235.69(6"CONC E)
IE-235.49(12"CONC W)
BOT=234.99
w 630 CEDAR AVE S
i PARCEL:
" 722140-0230
CB TYPE I
RIM-268.85
IE=267.15(6"CONC E)
IE-266.95(6"CONC W)
m INSTALL: EAVE
1 - 8" 22Y2BEND (MJxM✓) W/ CONC.
THRUST BLOCK MHb MUCBM�
WOOD
RAIL j40 B40
ASPHALT
176 LF
ASPHALT
�12
if INSTALL:
1 - 8" 2V2. BEND (M✓xM✓) W/
THRUST BLOCK
CB TYPE I
RIM=238.47
. a. IE-236.87(8"CONC E)
IE-236.67(12"CONC W)
BOT=234.47
T/I/T
10"CON
1 - 8" 11' BEND (M✓xMJ) W/ CONC.
THRUST BLOCK
SSMH
RIM-270.95
COC-266.45
(6"CONC N)
(8"CONC S)
(12"CONC W)
(10"GONG E) ,..
SAVTHTSTR ET J +oo
�9'59 26"W J'
(DEDI 'U LIC R' -OF WAY)
A PH OLNC,-
�ONC. •..` MbC 3VA
PROPOSED STORM DRAIN. SEE
SHEET SW-1.
����/////��
1209 S 7TH ST
PARCEL:
329470-0005
WATER NOTES:
6Q
APPROX/MATE LOCA77ON OF EXIS77NG SANITARY SEWER
01
3' COVER MINIMUM. (TYR), UNLESS OTHERWISE SPECIFIED.
SERVICE BASED ON AS -BUILT DRAWINGS (TYP.). SIDE
SEWERS ARE AT APPROX. 2'-5' DEP774. CONTRACTOR
2Q
REMOVE EXISTING FIRE HYDRANT.
SHALL P077-IOLE IN ADVANCE TO DETERMINE EXACT
LOCA77ON AND DEPTH. LOCATE WATER MAIN PIPE JOINT A
3Q
CLOSE VALVE AND REMOVE EX. VALVE BOX. (TYPICAL FOR
MIN/MUM OF 6' FROM SEWER CROSSING, OR AS APPROVED
ABANDONED VALVES)
BY ENGINEER. CONTRACTOR SHALL REPAIR DAMAGED
SIDE SEWERS AT OWN EXPENSE AS FOLLOWS.•
A
REPLACE EXIS77NG J/4" WATER SERVICE WITH NEW 1" WATER
SERVICE PER STANDARD DETAIL 320.1. (TYPICAL FOR ALL
-W77?IFIE0 CLAY.• RE-SEC7701VED WI7H PVC PIPE SPOOL
SERVICES) CONNECT NEW METER SETTER AND NEW
AND FLEXIBLE FERNCO COUPLINGS
COPPER TAIL PIECE TO CUSTOMER PRIVATE SERVICE LINE.
5Q
POTHOLE IN 7741S LOCA77ON AHEAD OF WATER MAIN
-CONCRETE. RE-SEC77ONED WITH ROMAC SADDLE
INSTALLA77ON TO ESTABLISH LINE AND GRADE.
-PVC. RE -SECTIONED W17N RIGID COUPLINGS OR A
ROMAC SADDLE
7Q
EXISTING WATERMA/N MUST REMAIN AC77VE DURING
CONSTRUC770N. INSTALL NEW WATER MAIN BELOW
EXISTING WATER MAIN IF NECESSARY.
P
91-800-424-55
RE SHOWN
ONE -CALL RERENCE ILITIES ONY ACONTRACTOR OR
JWALL FIELD LOCATE ALL EXISTING
ILITIES A MINIMUM OF 72 HOURS
Knowwharsbelow. PRIOR TO CONSTRUCTION.
Call before you dig.
Kel
I/VJ [ALL: 22.5'
- 8" W BEND (M✓xM✓) W/ CONC.
7HRUST BLOCK
CB TYPE I
RIM 268.35
IE- 66.45(8"CONC E)
IE- 65.85(8"CONC W) 1221 S 7TH AT
BO-264.45
PARCEL:
329470-0075
ASPH
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UPoo /
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WATER VALVE
RIM-306.37
TW-304.37
CB TYPE I
RIM-302.74
IE=300.54(6"CONC W)
IE-300.54(8"PVC E)
BOT=300.04
KEY MAP
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10019 CONNECT TO EXIS77NG 8" DI / o ¢"
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SEE SHEET W-21 FOR FlT71NG � N
SCHEDULE AND DETAILS
w
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aWATER VALVE CB TYPE I
rn a RIM-P06A9 RIM=306.83
6W=305.99 IE=305.23 6"PVC W
11111111
'�wt•1 L
1
/11r111 -. �ti� gig: WATER VALVE
`IW-4 IK'AWI!
z
0 20 40
1 "=20'
PROPOSED STORM DRAIN. SEE
SHEET SW-2.
=dH� dH0
12"VCP R _ '"a % I F
GAs 'PE ,pr,% G 5 m G1 0 moo z6 S 7TH S TR E E
9• S I -ArL
is 8"PSD( ) e CB TYPE N89'59'27"W 319.89'
8 PSD R a \ ( + ,RIM-307.40 MMW (DEDICATED PUBLIC RIGHT -OF WAY)
CONC F,DRIVER a /LG I LC ° IE-304.80(8"CONC W)
07 1 E 4 CW WATER VALVE
RIM=308. 01
.2 T TW=306.31
- -CB TYPE I (-
RIM-302.58
•1 IE=300.68(8"GONG E) IE=300.3 BO GONG
BOT=299.3838
FOUND BRASS NAIL IN 4
CONC DOWN 0.60' IN / 4 •° �, / 700 RENTON AVE S
MONUMENT IN CASE U PARCEL:
N: 175877.4200 MU 329470-0080
E: 1302310.3249 / W( P '
CB TYPE I
PROPOSED SANITARY SEWER. o = p / RIM=306.47
M?C IE-305.47(4"CONC E)
SEE SHEET S-4. D O o c� ,l GAS E=301.57(8"GONG s)
d
tea- �i IE-301.47(8"CONC W)
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PROPOSED SANITARY SEWER.
I P P GAS SEE SHEET S-5.
? s we
- • • - • • - MATCHUNE: SEE SHEET W-6 - - • • - • • -
N07E• ALL PIPE SHALL BE
BAGGED AND SEALED FROM
POINT OF DELIVERY
THROUGH INSTALLATION.
SURVEYED: SCALE: DATE
BRH 1 „-20, HORIZONTAL NA�V°sa3%1gs1 �d TY RENTON HILL UTILITY REPLACEMENT PROJECT 06/19/17
DESIGNED - C O�
RENTON PiAEG°e°oK:
°R"w" AW S 7TH STREET
ONE INCH DATUM DRAINING Na:
CHECKED AG AT Ful LL SCALE Planning/Building/Public Works Dept. STA. 0+00 TO STA. 5+00 W-7
IF NOT ONE INCH
REVISION BY DATE APPR APPROVED SCALE ACCORDINGLY sHEEr: of
88
W 0024