HomeMy WebLinkAboutW-382408MATCHLINE: SEE SHEET W-5
�i
N
1♦
i
w
Q
C)
z LL]
w 0
O
Al rr-
EY In
LLJ
LLJ
J
In
LLJ
rr-
J_
J
z
0
z
rr-
Owl
0¢�
�(b)
sd e�
4
�aN
N
CB
TYPE I
N
m
RIM=284.22
CB TYPE I
COC-278.52
G R
RIM-286.55
(12"CONC
E & W) I
IE-283.45(12"CONC S)
)
IE-283.35(12"CONC N)
IE=283.25(12"CONC W)
EDT-283.15
±
a
PROPOSED SANITARY SEWER.
Q
1
SEE SHEET S-12.
0
a
I
BENCHMARK "Q"
NORTH RIM OF SEWER MANHOLE
AT
THE NORTHEAST CORNER
OF RENTON
_
AVE S AND S 10TH ST
o I
ELEVATION-289.40'
h
1
Q M
AS -BUILT
I
I
/ = w o
STA. O+Oz.9,
a 4'RT RENTON AVE S=
EE a I`
STA. 0+08.4,
z.9'L T S 10774 STREET
I
h
I
HJ N
INSTALL:
1 - 8" 45' BEND (MJxMJ) W/ CONC.
774RUST BLOCK
IRON FENCE -
ON BRICK
WALL(TYP)
NO MONUMENT FOUND
CALCULATED POSITION
N: 1 7487=057
E 1302285.0401
INSTALL:
1 - 8" 45' BEND (MJxMJ) W/ CONC.
THRUST BLOCK
4 PROPOSED SANITARY SEWER.
wP
\ / SEE SHEET S-13.
22"CON i
3 wATER7VALVE C STEP
RIM-289.16 OL WF ASPH
i ,(CLU E
/TW=286.76 OST DEC,___ \ 4)-6 "DEC LL
WF 1 /DEC A� CLUSTER
1 1L (2 1Q"D EG' 4�6"DEC -
,1 OL2_AF
ASPHALT
o o
'T14'b aL ,,-"
14"DECK
1+43 'R
�SSMH STA• +�-wA,�,-' 1,p
RIM-289.40 INSTALL:
COC-283.00 1 - 8" GV (MI(8"PVC N & E)
CB TYPE I
RIM-289.47
E=287.27(12"PE E)
E=287.17(12"PE W)
BOT-286.27
1+00
S8835' 511E 319.56'
WATER NOTES. •
6Q
APPROX/MATE LOCA77ON OF EXIS71NG SANITARY SEWER
1Q
3' COVER MIN/MUM. (TYP.), UNLESS 0774ERWISE SPECIFIED.
SERVICE BASED ON AS -BUILT DRAWINGS (TYP.). SIDE
SEWERS ARE AT APPROX. 2'-5' DEPTH. CONTRACTOR
2Q
REMOVE EXIS7NG FIRE HYDRANT.
SHALL POTHOLE IN ADVANCE TO DE7FRM/NE EXACT
LOCA7701V 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 314" WATER SERVICE IN774 NEW 1" WATER
SERVICE PER STANDARD DETAIL 320.1. (TYPICAL FOR ALL
-W7RIFIED CLAY: RE-SEC77ONED WITH PVC PIPE SPOOL
SERVICES) CONNECT NEW METER SETTER AND NEW
AND FLEXIBLE FERNCO COUPLINGS
COPPER TAIL PIECE TO CUSTOMER PRIVATE SERVICE LINE.
\
5Q
P07HOLE IN THIS LOCA77ON AHEAD OF WATER MAIN
_CONCRETE.• RE -SECTIONED WITH ROMAC SADDLE
INSTALLATION TO ESTABLISH LINE AND GRADE.
-PVC. RE-SEC770NE0 WITH RIGID COUPLINGS OR A
ROMAC SADDLE
0
EXISTING WATERMAIN MUST REMAIN ACTIVE DURING
CONS7RUC770N. INSTALL NEW WATER MAIN BELOW
EXIS77NG WATER MAIN lF NECESSARY.
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.
P
ol-,800-424-55
RE SHOWN
ONE -CALL RE RENCE ILITIES ONY ACONTRACTOR OR
JWALL FIELD LOCATE ALL EXISTING
ILITIES A MINIMUM OF 72 HOURS
Knowwhatsbelow. PRIOR TO CONSTRUCTION.
Call before you dig.
111111111
IRON FENCE
CB TYPE
RIM=305.34
--303.64(6"PVC S)
IE=303.14(12"PE E)
IE=303.04(12"PE W)
BOT=302.44
REVISION
tW ASPHALT
8 L 25 Dl W/ POLYWRAP M �-
6 12" PSD(R)_,
_ rv_T�y�rm�mr�
SURVEYED:
BRIT
DESIGNED:
AW
DRAWN:
AW
CHECKED:
AG
BY DATE APPR APPROVED:
AG
32"CON
�4"CON
IRON FENCE
CB TYPE I � o
RIM=325.45
IGRANTAVE
.25(12"PE W) 3
BOT=322.85
T FOUND
IATEDN POSIITIONN
N: 174864.3414
E:1302604.607
:WATER VALVE
000720-0191
RIM =327.12
TW=324.92
WATER VALVE
RIM=327.96
TW=324.06 V)
I W
3
I / o 0
Q
o
I U
N J
o�
z � a
N o
o
U
L.L s
I IDO
SCALE:
1 =20
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
FOUND 2" BRASS DISK
WITH PUNCH DOWN 0.65'
IN MONUMENT IN CASE
N: 174720, 3797
E 1302605.5217
NO MONUMENT FOUND \
CALCULATED POSITION
N: 174694.3515
E: 1302600.3024
VERTICAL: HARD 1988
HORIZONTAL DAD 1983/1991
DATUM
I
I
I
I
I
I
I
�MH
RIM
COC=320.82
BL�o (6-8"CONC N, S, & E)
8"CONC W)
I
I�
116\ rfWAlFr.T '
F I I /A N%I SCHEDULE AND DETAILS
z
0 20 40
1 "=20'
3+38.7, 19.6'RT
z zn z o o or S 10TH STREET
REMOVE AND REPLACE EXIS7NG F7RE
HYDRANT
BENCHMARK "P"
TOP CENTER BOLT OF FIRE HYDRANT
AT THE SOUTHEAST CORNER OF
GRANT AVE S AND S 10TH ST
ELEVATION -332.99'
II
Y-
I
I
I
N
I
°s
\90
DD�
�d >} CITY OF
RENTON
Planning/Building/Public Works Dept.
KEY MAP
NOTE. • ALL PIPE SHALL BE
BAGGED AND SEALED FROM
POINT OF DELIVERY
714ROUGH INSTALLATION.
DATE:
RENTON HILL UTILITY REPLACEMENT PROJECT 06/19/17
FIELDBOOK:
BAGS
S 10TH STREET DRAWING Na:
STA. 0+00 TO STA. 3+20 W-4
SHEET : OF:
12 88
W 0024