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Utilities Underground Location Center
(ID,MT,ND,OR,WA)
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NW 114 SECTION 17, TOWNSHIP 23 N, RANGE 5 W, W.M.
BASSANO MULT1=FAM,1LY
� STA. 3+01.06' 17.95' R
= 0❑ STA. 10+56.93, 30.47' L
CUT IN CONNEC71ON BY CITY FORCES TO
I
\ N8824'50"W 120.09'
--------- - -
----------------
CB 1, TYPE 1
STA. 2+70.67, 19.05' L _
RIM 39.67 r -
0
6" IE IN 3Z 48 (W)
8" IE OUT 3Z 48 (E)
sW 10 r0
o
a.
-----,
------------------ -
a a
45 - 45
EG ® CENTERLINE OF
PROPOSED STORM LINE
40-------------- 40
'Fl[ 32 LF D.l ----
® 1.03�' (P3)
0
APPROXIMATE LOCATION OFI
EXIS77NG DRY U77LI77ES CABLE,
it
35
POWER, ETC.) UNDER SIDEWALK
35
CB 1, TYPE 1
STA.
3+01.06' 17.95' R
STA. 2+70.67, 19.05' L
STA. 10+56.93, 30.47' L
RIM 39.67
CUT IN CONNECTION BY CITY FORCES TO USE CUT IN
6" IE IN 37.48 (W)
TEE W/ TWO VALVES PER
COR STD. PLAN 300.2 (SEE SHEET C11):
8" IE OUT JZ48 (E)
1-6"X6" TEE (FLXFL) W/
30
APPROXIMA7E LOCATION OF
CONCRETE THRUST BLOCKING
30
EXIS77NG UNDERGROUND GAS LINE
2-6" GATE VALVES (FLXMJ)
X.
O2 8" SEWER CROSSING
3-6" SOLIDOOL SLEEVE (MJ) EQ )
2.95 CLEARANCE
(INSTALL DEAD MAN BLOCK AND END CAP (MJ) ON
12" D/ WATER CROSSI Q
EXIS77NG 6" WATER MAIN TO RESTRAIN NEW 90' BEND)
1.50 CLEARANCE 1
STA. 3+01. 04 , 10.29' R
12 LF 6" D/ CL. 52
25
STA. 10+49.27, 30.43 L
I y SOUD SLEEVE
25
1-12"X6" TEE (FLXFL)
Q5
X. 12" PVC STORM CROSSING
1-6" GATE VALVE (FLXMJ)
1 1.50' CLEARANCE
1-12" GATE VALVE (FLXMJ)
CB 2, TYPE 1
1-12" ADAPTER (FLxMJ) W/
(SADDLE EXISTING STORM MAIN)
CONCRETE THRUST BLOCKING
1-12" PIPE SPOOL
STA.
2+70.61, 13.41' R
20
1-12" POL YPIG STA 77ON PER S7D.
RIM
8
I 39. 77
W
/ IN 37.15 W
20
PLAN NO 300.7 SHACKLE TEE, VALVE
TO DEAD MAN BLOCK (SEE SHEET C12)
EX. 12" IE IN 3 (S)
(INSTALL DEADMAN BLOCK TO
EX. 12 / OUT 36.27 (N)
RESTRAINT VALVE AND TEE)
PROPOSED STORM LINE
N
to o
o
N
O
per'
0
9+60
10+00
D.R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 - 7th AVENUE KIRKLAND, WA 98033
0425.8273063 F 425.827.2423
10+40
10+80
11 +20
1
CITY COMMENTS O4.16.21
YLP
05.24.24
2
CITY COMMENTS 7.3.24
YLP
08.23.24
3
CITY COMMENTS 9.10.24
YLP
09.19.24
N0.
REVISION
BY
DATE
a 12 LF 6" Dl CL. 52
W SOLID SLEEVE
wj -Ell
° o_ _ _5
I I
8 L F 6Dl CL. 52 J
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+ 6" DI Ct,52 I �I
a 3
2-
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LF 8" D.L , --
° ® 1. 0" (P3) I I
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YLP
SURVEYED:
DJC
YLP
DESIGNED:
YLP
YLP
DRAWN:
GLB
CHECKED:
YLP
AP P R
APPROVED:
YLP
SCALE:
° USE CUT IN TEE W/ TWO VALVES PER
COR STD. PLAN 300.2 (SEE SHEET C11):
1-6 "X6" TEE (FLXFL) W/
CONCRETE THRUST BLOCKING
2-6" GATE VALVES (FLXMJ)
3-6" DI SPOOL (LF AS REQ.)
3-6" SOLID SLEEVE (MJ)
(INSTALL DEAD MAN BLOCK AND END CAP
RON EXIS77NG 6" WA
ESTRAIN NEW 90 BEND) R MAIN TO
STA. 3+01.04' 5.50' R
STA. 10+49.27, 30.43' L
1-12"X6" TEE (FLXFL)
/ 1-12"GGATEVALVE VALVE(FLXMJ(FLXMJ)
1-12" ADAPTER (FLxMJ) W/
_ CONCRETE THRUST BLOCKING
1 + 9.041-12PIPE SPOOL
� 1-12" POL YPIG STA T7ON PER STD.
PLAN NO 300.7 SHACKLE TEE, VALVE
TO DEAD MAN BLOCK (SEE SHEET C12)
(INSTALL DEADMAN BLOCK TO
RESTRAINT VALVE AND TEE)
CB 2, TYPE 1
(SADDLE EXIS77NG STORM MAIN)
STA. 2+70.61, 13.41' R
_ RIM 39.77
8" JE IN 37.15 (W)
EX. 12" IE IN 36.27 (S)
II I EX. 12 /E OUT 36.27 (N)
UTILITY CROSSING TABLE
CROSSING NO.
E.G.
UTILITY
BOTTOM OF PIPE
TOP OF PIPE
CLEARANCE (FT)
0
39.92
12 " SD
37.18
1.51
12" WA
35.67
0
39.97
8" SO
37.27
2.95
8" WA
34.32
0
39.91
6" WA
35.86
1.57
8" SS
34.29
®
39.84
6" WA
35.79
1.54
8" SS
34.25
0
39.49
12" SD
36.31
1.50
6" WA
34.81
UTILITY CROSSING NOTES.-
1 . ALL LOCATIONS OF POWER, GAS, AND OTHER DRY UTILITIES SHOWN IN
PROFILE ARE APPROXIMATE. 3' OF COVER FROM THE EXISTING GRADE
WAS ASSUMED FOR ALL OF THE EXISTING DRY UTILITIES. CONTRACTOR
TO POTHOLE ALL EXISTING UTILITIES TO CONFIRM THERE ARE NO
CONFLICTS. IF ANY CONFLICTS WITH THE PROPOSED WATER MAIN AND
STORM LINE ARE FOUND, EXISTING SERVICES WILL BE RELOCATED SO
AS TO PROVIDE THE MINIMUM 1' OF VERTICAL SEPARATION.
VERTICAL: NAVD 1988
AS NOTED HORIZONTAL: NAD 1983/1991
ONE INCH DATUM
AT FULL SCALE DATUM
IF NOT ONE INCH
SCALE ACCORDINGLY
NORTH
GRAPHIC SCALE
0 10 20 40
1 INCH = 20 FT.
HORIZONTAL
0 2.5 5 10
1 INCH = 5 FT
VERTICAL
C TY OF
RENTON
U'R
v4mgv
Planning/Building/Public Works Dept.
S-417603
W-417603
R-417607
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING Surface Water Enginering■
Michael Sippo 10/07/2024 5 JFarah 10/07/2024
O
WASTEWATER UTILITY �' ZQ
jstowel l 10/08/2024
DATE:! Cl)
BASSANO MULTI -FAMILY 11.20.20 m
PROPOSED STORM LINE PLAN AND PROFILE FIELD
PAGE:
117 WELLS AVENUE S C7
RENTON, WASHINGTON 98057 SHEET: 7 OF: 20.
DRS PROJECT NO. 20070