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MATCHLINE:
SEE SHEET W-13 - -
S
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0
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SSMH L
RIM = 336.74 r •F
(PIPE N) cn
ABANDONED Q
= J CON
C
P.
V) It
NQy
CD. 4
INDN I
PROPOSED STORM DRAIN. SEE
SHEET SW-2.CLL
a
CL
„STOP" •P1
FOUND NAIL IN CONC DOWN -
0.70' IN MONUMENT IN CASE
N: 175877.3686
E: 1302630.21 49
PROPOSED SANITARY SEWER.
SEE SHEET S-6.
0+24.3. 3.7'
STA. d ; � GRANT AVE S
INSTALL FLxFL
1 - 8 x8" TEE (MJxMJ) W/ CONC. THRUST
BLOCK
8" GV (QxM✓)
1 8" MJ- CAP W/ -CON C THRUST BLOCK
BLIND FL
POTHOLE ELEVA7701V OF EXISTING WATER
BEFORE INSTALLING NEW WATER AND NEW
STORM TO AVOID P07EN77AL UTILITY
CONFLICT.
4 �140 S 7TH ST
ARCEL.
:�. / 5 4050-0130
WATER VALVE
RIM=338.57
TW=337.92 GRASS
2LSCAPE 4 "DE
GRASS -----
OHP
6 W P OHP-
WATER VALVE
RIM=340.08
STA. 5r94.8,-2 4. " T S 77H STREET
1 - 8"x8" TEE (MJxMJ) W/ CONC. THRUST
BLOCK
1 - 8" GV (MJxMJ) 1410 S 7TH ST
PARCEL:
564050-0135
FOUND REBA
AND CAP
GRASS
ASPH
GRASS
SSS
R
m
� � N
p DPI
O = n
me m
O r =
m G
(A
ZZ
m
pw-p
STA.
HIGH AVE S
1 -
L FLxFL
8'x8" TEE (MJxMJ) W/ CONIC.
THRUST BLOCK
1 -
8" GV (MJxMJ)
FL
STA.
9RE 23'
8+ L�LT 1.81LT S 7TH STREET =
STA.
12+15.$ 5.01T HIGH AVE S
INSTALL: FLxFL
1 -
8 x8" TEE (-MJxMJ) W/ CONC.
THRUST BLOCK
2 -
8" GV (6/JXk4FLxMJ
1 -
8" VERT. CROSS (MJxFL)
alsss
>�1 - B"
ADAPTER MJxFL
1416 S 7TH
ST 1422 S 7TH ST
PARCEL:
�PARCEL:
����
REPLACE EXISTING MONUMENT -
7:3z
NEW WATER MAIN MUST BE
GRASS
AC77VE BEFORE INSTALLING CATCH
BASIN AND LATERAL.
!�
v.
4 4 1 � ��' GRASS
° r..ma���eeeeeee�a�ee�.T.7}� • �
• .'.
WATER VALVE 6 VCP R
+0 RIMW-337.39 GL - iw I _ SV� 4"MPE IP G(P sv� �
St00 TW=334.79 2 4 i
3 i 0 SWALE 9°59'03"E
12 w P 8•= P M GRASS
t
'SF.. 4.�W•.. • 4�.
STA. 6+56.4, 12'RTt S 7TH STREET I 9'owv zs'ow
CUT AND CAP EX. 8"W �''�,.,",S.YL� sr P A ' _ - - - ass- ASPH ASPH , GRASS
CAPTO A •AAA/ ny INSTALL: IS -
,BEAD,..,,/. --DLO :� /,.� ��#L-LI
1 - 8" CAP (MI o °� `Y. 15 CONNECT TO EXISTING 8" Of 9 DR!V 4
1 - 8" SPOOL w I y2 SEE SHEET W-22 FOR FITTING
1 - CONCRETE DEQUAN BL SCHEDULE AND DETAILS
THRUST BLOCK
WATER VALVE --lK
SSMH
RIM=337.67 RIM=338.64
IE=3]4.24(6"CDNC E) ( YI I 1403 S 7TH ST
TW=335.57 COC=333.54 ' II' I PARCEL:
(12"CONC W & S) 329470-0201
IBENCHMARK "A"
I III I
TOP CENTER BOLT
AT THE SOITHEAST
7TH
OF FIRE HYDRANT
CORNER OF S
ST AND
tlltllJ)
D.
GRANT AVE S
j
ELEVATION=341.68'
' 0jS/
ST
32ARCfL:I;
9a
WATER NO TES.
I 66 APPROXIMATE LOCA71ON OF EXIS77NG SANITARY SEWER
Q
3' COVER MIN/MUM. (TYP.), UNLESS 0774ERWISE SPECIFIED.
SERVICE BASED ON AS -BUILT DRAWINGS (TYP.). SIDE
I SEWERS ARE AT APPROX. 2'-5' DEPTH. CONTRACTOR
Q
REMOVE EXIS77NG FIRE HYDRANT.
SHALL POTHOLE IN ADVANCE TO DETERMINE EXACT
LOCA7701V AND DEPTH. LOCATE WATER MAIN PIPE JOINT
3QCLOSE
VALVE AND REMOVE EX. X.
(TYPICAL VALVE BO
A MINIMUM OF 6' FROM SEWER CROSSING, OR AS
FOR ABANDONED VALVES).
APPROVED BY ENGINEER. CONTRACTOR SHALL REPAIR
DAMAGED SIDE SEWERS AT OWN EXPENSE AS FOLLOWS.
REPLACE EXISTING 3/4" WATER SERVICE WITH NEW 1"
WATER SERVICE PER STANDARD DETAIL 320.1. (TYPICAL
-VITRIFIED CLAY RE -SECTIONED WITH PVC PIPE SPOOL
FOR ALL SERVICES) CONNECT NEW METER SETTER AND
AND FLEXIBLE FERNCO COUPLINGS
NEW COPPER TAIL PIECE TO CUSTOMER PRIVATE SERVICE
LINE.
_CONCRETE RE-SEC710NED Wl774 ROMAC SADDLE
5Q
POTHOLE IN THIS LOCATION AHEAD OF WATER MAIN
-PVC- RE -SECTIONED WITH RIGID COUPLINGS OR A
INSTALLATION TO ESTABLISH LINE AND GRADE.
ROMAC SADDLE
7QEXIS71NG WATERMA/N MUST REMAIN AC71VE DURING
CONS7RUC7/ON. INSTALL NEW WATER MAIN BELOW
EXIS71NG WATER MAIN IF NECESSARY.
01-800-424-55
SHOWN
ONE -CALL RE RENCE ION LITIES Y ARE 1CONTRACTOR OR
ALL FIELD LOCATE ALL EXISTING JWILITIES A MINIMUM OF 72 HOURS
Knowwhatsbelow. PRIOR TO CONSTRUCTION.
Call before you dig.
ORIGINAL PLANS STAMPED Ott:
AN R Y3NYGANYGANDT ORS/19/17
KIM
z
SEE SHEET W-14-
J I
= o IAz 0 20 40
U
= w I 1 »=20'
II
OF
n
�I
+
s
_G1 ,0_10
`01 s s
CO
I e I \\
2
ICIti
�I
Ilr- I '`
3
\0
1
y
L 1 SJ I EET
■I{i�ll�i,', ,IFlip
I
KEY MAP
01
I Ip 14 CONNECT TO EXISTING 8" Of
I SEE SHEET W-22 FOR FIT77NG
SSMH SCHEDULE AND DETAILS
RIM-362.40
I I COC-354.50
(e"CONC N, S, E, W) NEW WATER MAIN MUST BE AC71VE
WALE VA BEFORE INSTALLING CATCH BASIN
D I RII 3662494 AND LATERAL.
WA VALVE COLUMN/hIC�
,j=362.75 WATER VALVE SUPPORT
STOP ] W=360.75 RIM=363. 01
P T = 61.oJ dHO
�• a - _
ruLrAr
S V 7TH STREET
(DEDICATED PUBLIC RIGHT -OF WAY)
� 6 VCP R
7t ASPHALT
8
t'
t
9+
Sv
�ALSS
DWY
GRASS
G5
)'DWY
a •4'CW •
44 Go •' ''
REP
GRASS °'
"NEIGHBORHOOD WATCH"
&
S 7TH ST & HIGH AVE
S"
I
CLF 'GONG-'
GRASS
DRIVE• .
LscAPE
PROPOSED
STORM DRAIN. SEE
I ;
GRASS
5 SSMH
COWATER VALVE
FULL OF DIRT6WITTH
RIM=362.58 S 7TH STREET PLASTIC SSCD LID
TW=360.73
(DEDICATED PUBLIC RIGHT -OF WAY)
i
I
0+00
ASPHALT
11+00
i
8 5YE 261,63'
0
I6 GRASS GAS I
GAS
GRAGAS G
4 CW
GONG
--
2`;�-
,.,,
GRASS
, DRIVE
GRASS
BAR
BENCHMARK "B� .-1
FO ---�
cs
NORTHERLY TOP BOLT 0
n
DEC
HYDRANT HYDRANT AT THE SOUTHEAST CORNER
ST AND HIGH AVE S
ELEVATION=365.71'
SSMH SHEET SW-3. 7/�
RIM=351.48 s`rS 7
COC=342.08I
FOUND BRASS TACK IN N 5 °V// to
(8"CONC N, E, & W) Q � N
LEAD DOWN 0.80' IN a 3a to / w
PROPOSED SANITARY SEWER. MONUMENT IN CASE I <-Lj
SEE SHEET S-7. N: v587z 2799 _ o
E: 1302950.2319 cD a
///����• �SSs =am
�/�1-? W p o r`Vn
/ W P) a ^ 11+66 1, 21.4'RT
O z 5 W > 14 / STA.
a ID `0 / '9 / 1 _ C/•/ A CCr"Q/ V PI
DID
= U
.1
a
I 2
N w '
O n 5 g.G Q �'
ESE R
+
116.7, 5.6'LT / I • y�3 p W
STA. a>+6fi 1;-�5.0'LT HIGH AVE S I v� + 41 cRw
O
1 - 80x8" 7EE (MI W/ CONC.AD
�-
THRUST BLOCK
1 - 6" GV (FLxMJ) = v
x I aD SS v1
S (d
s
N A I ML 4
_ rn GO
4 Q _ OP
W P IL
� I/
- MATCHUNE: SEE SHEET W-11- -
REVISION
SURVEYED:
BRIT
DESIGNED:
AW
DRAWN:
AW
CHECKED:
AW, AG
BY DATE APPR APPROVED:
AG
SCALE:
1 `20'
ONE INCH
AT FILL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
HORIZONTAL NNORD s1988 1
�d :� CITY OF
RENTON
DATUM
Planning/Building/Public Works Dept.
WA -ER `r'VL
RIM 3N8. ? '�, '
TW 364.93 \
-dH0
R; SS
�P � I
- n -
„W P J
GRASS
3
W
rn
- GAS N
GONG 4'CW
DRIVE
CO
ti
PROPOSED SANITARY SEWE
SEE SHEET S-8.
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.
NOTE. • ALL PIPE SHALL BE
BAGGED AND SEALED FROM
POINT OF DELIVERY
THROUGH INSTALLATION.
DATE:
RENTON HILL UTILITY REPLACEMENT PROJECT 06/19/17
FIELDBOOK:
HIGH AVE S: STA. 10+50 TO STA. 12+50 BAGS
DRAwINc Na:
S 7TH STREET: STA. 6+00 TO STA.10+50 W-12
GRANT AVE S: STA. 0+00 TO STA. 1+50 SHEET OF
20 88
W 0024