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n CONNEC77ON TO EX. 12 WATER MAIN BY
CITY FORCES PER COR STD PLAN 300.4
1-Ol SPOOL (LF AS REQ)
n N I INSTALL 12" POL ?PIGGING STATION AT
END OF NEW 12" WATER MAIN PER COR
a STD PLAN 300.7
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EX. 12 WATER MAIN
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Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
7J
NW 114 SECTION 17, TOWNSHIP 23 N, RANGE 5 W, W.M.
BA SSA NO MUL T1mFA MIL Y
NEW 1.5" WA"R.°
NEW 4" DDCV FIRE I n
AND WATER WE-ER
SPRINKLER ASSEMBLY W
°
SID. D7L. 3(SEE -
�;
STANDPIPE OUTSIDE �
N
DETAI' .� -40-
-
l
CONNECTION PER SID. II
N _
INSTALL 1" SERVICE LINE WITH -' I
COR PLAN 370.3 U� CA
(SEE DETAIL SHEET C13) � �
SINGLE /4 /RRIGA 770N ME7FR AND -
'f
n
DCVA ASSEMBL Y BEHIND METER °
m
.
(COR SID PLAN 320.1 & 340.8) -1 _
STA. 3+01.04' S 5' R
°
CB 1, TYPE 1 q
STA. 10+49.27, 30.43' L
1-12"X6" TEE (FLXFL) -
.a °
STA. 2+70.67, 19.05' L .. . °
o. �°
1-6" GATE VALVE (FLXMJ)
- " RIM 39.67>
S STA. 2+6Z15' 5' R 6 /E IN JZ48 (W)
1-12" GATE VALVE (FLXMJ)
1-12" ADAPTER (FLxMJ) W/
STA. 0+56.97 S.50' R
D I S T. S S M H T(1
1-12" GATE VAL VE M✓xMJ ` - -' 8" IE OUT JZ48 48 (E) i
o� I
°�I
" CONCRETE THRUST BLOCK/NG
1-12" 45' BEND (MJ) W/
CONCRETE BLOCKING
1
SSMH = 392 . � �
12" DI CL. 52 -- -- -- I
i
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1-12" PIPE SPOOL
G G--1-12" POL YP/G STA 77ON PER
-
i
STD. PLAN NO 300.7 SHACKLE
I I L VE
TEED, VA
- �-
- _ _ --_ - _
=a- _ <o i
3 ®. -,
TO DEAD MAN
________ _ ------ -----
- - - - ' I
- - - I ,N'
I
BLOCK
3 I I- _ (SEE SHEET C12)
�40 (INSTALL DEADMAN BLOCK TO
---'
------------- --------- ----- WE-LLI.I_ - _---- - I
L
-I - I - RESTRAINT VALVE AND TEE) -
R--
------------------------ - ------ ----
_ _ _
_ '� 12 LF 6" DI CL. 52
- - --------T==o=====___
-
-
--
I W SOLID SLEEVE
W
_ __--- W
_
i
NW / __
'
--
-
I ---------
.. a^ P
-
4
° -
COCB 2, TYPE 1
p
STA. 3+01.06' 17.95' R --------- x
X
G
o
, (SADDLE EX/STING STORM MAIN) -�"- .P
U.
STA. 10+49.27 30.43' L
__CUT /N CONNEC770N BY CITY FORCES
STA. 2+70.61, 1341' R_
RIM 39.77
a
TO
USE CUT IN TEE W/ TWO VALVES PER
STA. 0+52.18' 10 .29' R
1-12" BEND W/
8" IE IN 3Z15 (W)
COR S7D. PLAN 300.2 (SEE SHEET C11):
1-6"X6" TEE (FLXFL) W/
CONCRETE
E BLOCKING
BLOCKING
STA. 2+78.91; 5.50' R
CONCRETE THRUST BLOCKING
REMOVE EX. 6" GATE VAL VIE AND
1-6 12" TEE JXFL
XMW
CONCRETE BLOCKING
2-6" GATE VALVES (FLXMJ) O� �7 (IJ
3-6" DI SPOOL (LF AS REQ.)E -
CAP MJ EX. 6 WA TER MAIN
(BY CITY FORCES)
1-6" GA 7E VALVE (FLXMJ)
1-FIRE HYDRANT ASS'Y
3-6" SOLID SLEEVE (MJ)
(INSTALL DEAD MAN BLOCK AND O
END CAP =
X. FIRE HYDRANT
PER COR SID. PLAN
(MJ) ON EXISTING 6" WATER MAIN TO z
n �
310.1, 310.2 AND 310.3
RESTRAIN NEW 90' BEND )
(SEE DETAIL SHEET C12)
jv
STA. 2+90.44' 5.5' R " LA W cj�
12 LF 12" Dl CL. 52
1-6"X12" TEE MJXFL W CONCRETE Cy
BLOCKING 0 4�N_
1-6" GATE VALVE (FLXMJ) CD CD
1-DDCV FIRE SPRINKLER ASS'Y PER F-11
COR STD. PLAN 350.3 AND 370.3 U)
(SEE DETAIL SHEET C13)
EG ® CEN7ERLWE
OF WELLS AVENUE
PROPOSED LOCA 170N OF
NEW WA SERVICE FOR
--------------------------------------------------------------------------- z
--------------------------- ------------------------------------
APPROXIMATE LOCATION OF
EXIS71NG UNDERGROUND
GAS LINE n.
q
-� 210 LF 12" DI CL. 52 n -
STA. 0+56.97' 5.50' R
1-12" 45- BEND (MJ) W/
CONCRETE BLOCKING
APPROX/MATE LOCATION
OF SS SERVICE FOR
7PNJ7231501090
0
1-12" 45' BEND (MJ) W/ OF EXIS71NG UNDERGROUND
CONCRETE BLOCKING POWER LINE
CONNECTION TO EX. 12" WATER MAIN BY
CITY FORCES PER COR SID PLAN 300.4
1-12" SLEEVE (MJ)
1-DI SPOOL (LF AS REQ)
INSTALL 12" POLYP/GG/NG STATION AT
END OF NEW 12" WATER MAIN PER COR
SID PLAN 300.7
PROPOSED LOCA71ON
OF NEW WA SERVICE
FOR 7PN#0007200085
° PROPOSED LOCATION OF
NEW WA IRRIGATION
STA. 3+01.04, 550' R
APPROXIMATE LOCATION SERVICE FOR THIS PROJECT
STA. 10+49.27, 30.43' L
OF SS SERVICE FOR LOCATION SS
1-12"X6" TEE (FLXFL)
1-6" GATE VALVE (FLXMJ)
7PNIO007200085 SERVICE
SERVICE FOR 1PN#0007200091
FOR 0
1-12" GATE VALVE (FLXMJ)
-
1-12" ADAPTER (FLxMJ) W/
PROPOSED LOCA 770NI STA. 2+6Z 15 5.50' Ri
CONCRETE 774RUST BLOCKING
OF NEW WA SERVICE 1-12 GATE VALVE MJxMJ)
1-12" PIPE SPOOL
1-12" POLYPIG STA77ON PER S7D.
FOR TPN#0007200091
12" DI STORM CROSSING OO
PLAN NO 300.7 SHACKLE E,
1.50 CLEARANCE
VALVE TO DEAD MAN BLOCK
(SEE SHEET C12)
CB 1, TYPE 1
(INSTALL DEADMAN BLOCK TO
STA. 2+70.67, 19.05' L
RESTRAINT VALVE AND TEE)
RIM 39.67
11 LF 12" DI CL. 52
6" lE IN JZ48 (W)
8" lE OUT JZ48 (E)
APPROX/MA7F LOCA77ON
OF EXIS77NG UNDERGROUND
32 br 8" D.I. ® 1.OJX (P3)
POWER LINE
_ CB 2, TYPE 1
"PVC SEWER CROSSING
(SADDLE EXIS77NG STORM MAIN)
1.54' CLEARANCE
STA. 2+70. 61, 13.41 ' R
STA. 2+90. 44 , 5.50' R
RIM 39.77
8" IE IN JZ15 (W)
1-6 X12 7FE MJXFL W CONCRETE BLOCKIl1
1-6" GATE VALVE (FLXMJ)
8" PVC SEWER CROSSING Q3
1-DDCV FIRE SPRINKLER ASS'Y PER COR STD.
1.57' CLEARANCE
PLAN 350.3 AND 370.3
(SEE DETAIL SHEET C13)
STA. 2+78.91; 5.50' R
1-6 X12 TEE MJXFL W1 CONCRETE BLOCKING
12 LF 12" DI CL. 52
1-6" GATE VALVE (FLXMJ)
1-F7RE HYDRANT ASS'Y PER
NEW
1.5" WATER SERVICE
AND
STD. PLAN
WA TER METER PER
<^
WELL�� AVECOR
(SEEIDETAIL SHEET C1�
COR
STD. D7L. 320.2
(SEE
DETAIL SHEET C11)
`zlo�oS �ooS
'ZI
�o 0 0 0 � o 0 01 1
0+40
A
0+80
1+20 1+60 2+00
1 CITY COMMENTS O4.16.21
D.R. STRONG 2 CITY COMMENTS 7.3.24
CONSUL TING ENGINEERS 3 CITY COMMENTS 9.10.24
ENGINEERS PLANNERS SURVEYORS
620 - 7th AVENUE KIRKLAND, WA 98033
0425.8273063 F 425827.2423 N 0. REVISION
2+40
2+80
YLP
05.24.24
YLP
SURVEYED:
DJC
YLP
08.23.24
YLP
DESIGNED:
YLP
YLP
09.19.24
YLP
DRAWN:
GLB
CHECKED:
YLP
BY
DATE
APPR
APPROVE
3+20
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
3+60
4+00
35
m
25
20
15
•
C TY OF
RENTON
U'R
Planning/Building/Public Works Dept.
WATER MAIN CONSTRUCTION NOTES:
1. EXISTING WATER SERVICES ALONG WELLS AVENUE S BETWEEN S 2ND STREET
AND THE PROJECT SITE SERVED BY THE EXISTING 6" WATER MAIN WILL BE
TRANSFERRED TO THE NEW 12" WATER MAIN UPON COMPLETION. THE NEW
12" WATER MAIN MUST BE INSTALLED, TESTED, AND ACCEPTED PRIOR TO
TRANSFER OF SERVICES.
2. CITY CREWS WILL COMPLETE THE TRANSFER OF SERVICES INCLUDING
INSTALLATION OF NEW SERVICE LINES, METER SETTER/BOXES, AND
RESTORATION OF STREET CROSSINGS ASSOCIATED WITH THE NEW SERVICE
LINES. CONTRACTOR IS RESPONSIBLE FOR STREET RESTORATION ASSOCIATED
WITH THE WATER MAIN CONSTRUCTION.
J. SERVICES WILL BE TRANSFERRED FOR THE FOLLOWING PARCELS: 7231501090
(126 WELLS AVE S), 7231502020 (123 WELLS AVE S), 0007200085 (122
WELLS AVE S), 0007200091 (118 WELLS AVE S).
4. CITY CREWS WILL ABANDON THE EXISTING 6" WATER MAIN FOLLOWING THE
TRANSFER OF SERVICES TO THE NEW 12" WATER MAIN.
5. ALL FITTINGS AND VALVES WITH MECHANICAL JOINT (MJ) END(S) SHALL HAVE
A WEDGE -TYPE RETAINER GLAND EQUAL TO MEGALUG SERIES 1100.
6. CONCRETE THRUST BLOCKS REQUIRED ON ALL FITTINGS PER COR STANDARD
PLANS 330.2 AND 330.3.
7 CONTRACTOR TO POTHOLE ALL UTILITY CROSSINGS TO IDENTIFY CONFLICTS
WITH NEW WATER MAIN PRIOR TO CONSTRUCTION. CONTRACTOR TO PROMPTLY
NOTIFY CITY OF ANY CONFLICTS.
8. CONTRACTOR TO POTHOLE EXISTING SIDE SEWERS CROSSING NEW WATER
MAIN PRIOR TO BEGINNING CONSTRUCTION OF WATER MAIN. DEPTH AND
ELEVATION AT THE TOP OF SIDE SEWER AND AVAILABLE CLEARANCE TO NEW
WATER MAIN SHALL BE PROVIDED TO CITY. IF AVAILABLE CLEARANCE IS LESS
THAN 18 INCHES BUT GREATER THAN 6 INCHES, WATER MAIN SHALL BE
INSTALLED WITH CDF PIPE ENCASEMENT EXTENDING 10' ON BOTH SIDES OF
CROSSING. IF AVAILABLE CLEARANCE TO NEW WATER MAIN IS LESS THAN 6
INCHES, SIDE SEWER SHALL BE REPLACED TO PROVIDE 18 INCHES OF
CLEARANCE FROM NEW WATER MAIN IN ACCORDANCE WITH CITY OF RENTON
STANDARD PLAN 406.1 IF SIDE SEWER REPLACEMENT IS REQUIRED,
CONTRACTOR SHALL SUBMIT A DESIGN OF THE NEW SIDE SEWER TO THE CITY
FOR APPROVAL PRIOR TO CONSTRUCTION.
9. WITH 90' BEND EXISTING 6" LINE WILL BE DECOMMISSIONED. THRUST BLOCK
WILL LIKELY EXTEND INTO SIDEWALK AREA AND MAY REQUIRE REMOVAL OF
CURB/GUTTER/SIDEWALK FOR INSTALLATION. PROVIDE APPLICABLE NOTES
AND DETAILS ON HOW THIS AREA WILL BE CONSTRUCTED.
WATER MAIN CONNECTION BLOW UP DETAIL
'X6" TEE (FLXFL)
" GATE VALVE (FLXMJ)
GATE VALVE (FLXMJ)
" PIPE SPOOL
" POLYPIG STATION PFR STD PLAN NO 31
J _LR_v,�IQ
UTILITY CROSSING TABLE
CROSSING NO.
E.G.
UTILITY
BOTTOM OF PIPE
TOP OF PIPE
CLEARANCE (FT)
(D
39.92
12" SD
37.18
1.51
12" WA
35.57
0
39.97
8" SD
J727
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.J1
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.
WATER CONNECTION NOTE:
1. DUE TO DIFFERENCES IN ELEVATION BETWEEN THE PROPOSED WATER
MAIN AND EXISTING WATER MAIN, ROTATING THE TEES MAY BE
NECESSARY IN ORDER TO MAKE THE CUT IN CONNECTION AS PROPOSED.
06
•
H
C)
U
NORTH
GRAPHIC SCALE
0 10 20 40
S-417602 1 INCH = 20 FT.
HORIZONTAL
0 2.5 5 10
W-417602 1 INCH = 5 FT.
J
VERTICAL R-417606
a
LL
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
J
DEVELOPMENT ENGINEERING 7,
Michael Sippo 10/07/2024
O
fAB�DOTULER UTILITY WASTEWATER UTILITY z
GAFOUR 10/07/2024 jstowell 10/08/2024 ' �U�^)
CV J
DATE: v n
BASSANO MULTI -FAMILY 11.20.20 m
WELLS AVENUE PLAN AND PROFILE FIELD
PAGE:
DRAWING
117 WELLS AVENUE S C6
RENTON, WASHINGTON 98057 SHEET: 6 OF: 20
DRS PROJECT NO. 20070