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NW 114 SECTION 17, TOWNSHIP 23 N, RANGE 5 W, W.M.
BA SSA NO AIUL-, TWAMIL Y
O z S C � NEW 1.5" WATER SERVICE NEW 4" DDCV FIRE I n
Z Z z I I I AND WA TER METER PER COR i ° --�1 SPRINKLER ASSEMBLY W/
STD. DTL. 320.2 & 340.8 o CA <
C O O CONNECTION PER OUTSIDE-
m � n N N (SEE DETAIL SHEET C11) -40- - _ l CON PLAN 370.3 C31 CA (�
Z Z O I _ INSTALL 1'" SERVICE LINE WITH I (SEE DETAIL SHEET C13) O
= Z SINGLE 3/4" IRRIGATION METER AND ___ _/ 'T1 C7
DCVA ASSEMBLY BEHIND METER INSTALL 2-3 4" 11Jj
�- '-J- _� (COR STD PLAN 320. 1 & 340.8) SHACKLE RODS FROM 6" STA. 3+01.04; 5.5' R
C) CONNECTION TO EX. 12" WATER MAIN BY AGATE VALVE AT MAIN STA. 10+49.27; 30.43' L
CITY FORCES PER COR STD Cf)PLAN 300.4 CB 1, TYPE 1 ° ALINE TO FIRE HYDRANT 1-12'X6" TEE FLXF
FT11-SLEEVE (MJ) ( L)
STA. 2+70.67, 19.05' L ° 4 -
1-DI SPOOL (LF AS REQ) 1-6" GATE VALVE (FLXMJ)
n N I INSTALL 12" POL YPIGGING STATION AT _ 39.55 RIM 33-E7z> 1-12" GA TE VALVE (FLXMJ)
END OF NEW 12" WATER MAIN PER COR 37.81 8" lE OUT�B� (E)� � Qo 1 ` � 1-12" ADAPTER (FLxMJ) W/
a STD PLAN 300.7 = 3" IN 39 58 (W) CONCRETE THRUST BLOCKING
0 I STA. 0+56. 97' 5.50' R D I S T. S S M H T� - - o>I 11 LF 6" Dl CL. 52 1I 1-12 PIPE SPOOL
3" IN 39.58 (W) '1 1-12" POL YPIG STATION PER
< CONC1- 12RETE
T BEND BLOCKING
W/ S S M H = 3 9 2.21 o LF 12 " Dl CL. 52 i �' �I G G n i 0+00 CONCRETE BLOCKING STD. PLAN NO 300.7 SHACKLE
L1 +00 _ _ _ STA. 2-1-67.15 , 5. 5' R 0 I TEE, VALVE TO DEAD MAN
- - 1-12 " GATE VALVE (MJxMJ) n 3 4 I BLOCK
--------------- - - - - I 2 (rn i 3+00 = = i �40- (INSTALLSEE SHEET C12)
DEADMAN BLOCK TO
-------------------W>���.I/-.�IRA- -
EX. 12 WA TER MAIN - _ _ _ _ � N L - - RES
-- -
VA VE AND TEE)
---------------------------------- -1 � 12 LF 6" DI CL. 52
7 LF 12" DI CL. 52 1` --- ---1 1 W SOLID SLEEVE
- - W LF 8" D.I. @ 0.(P3) I - - ii
'-�.- p ----- -- 34 2.82.'r
,rS C P - C,_ I� ---
4 I 1Al
' 1 STA. 3+01.06; 1795' R n1
P gyp_ - �� P C CB 2, TYPE 1 ° A.
10+49.21" 30.43' L
^t 4 _ (SADDLE EXISTING STORM MAIN) PCUTIN _
STA. 2+70.61, 13.41 ' R 4 USE CUT INTEECONNECTION BY
TWO I VAL VES PER00 TY FORCES TO
�7 I 39.88 RlM� COR STD. PLAN 300.2 (SEE SHEET C11):
n , STA. 0+52. 18' 10.29' R 37.73 8" lE IN 3�?a-rr (W) 1-6'X6" TEE (FLXFL) W/
`V n 1-12 "' 45' BEND (MJ) W/ EX 12� IN 38.86 (S) ETA.
CONCRETE THRUST BLOCKING
O = CONCRETE BLOCKING A. 2+78.91, 5.50' R 2-6" GATE VALVES FLXMJ 00 �7 (�
a EX 12" OUT 36.82 (N) ( )
2 O n REMOVE EX. 6" GATE VALVE AND 1-6'X12" TEE (MJXFL) W/ 3-6" DI SPOOL (LF AS REQ.) z' - O
(� CAP MJ) EX. 6" WATER MAIN I CONCRETE BLOCKING 3-6" SOLID SLEEVE (MJ) n �
y CA J I (BY CITY FORCES) 1-6" GATE VALVE (FLXMJ) (INSTALL DEAD MAN BLOCK AND END CAP OZ _
1-FIRE HYDRANT ASS'Y (MJ) ON EXISTING 6" WATER MAIN TO n
00 EX. FIRE HYDRANT I PER COR STD. PLAN RESTRAIN NEW 90' BEND)rM CD
N
II
N I AND
(SEE DETAIL2SHEET3) C12 STA. 2+90.44' 5.5' R W U1
y z I I BLOCKING TEE (MJXFL) W/ CONCRETE O
12 LF 12" DI CL. 52 1-6'" GATE VALVE (FLXMJ)
0)O O
1-DDCV FIRE SPRINKLER ASS'Y PER fTl
COR STD. PLAN 350.3 AND 370.3 C
(SEE DETAIL SHEET C13)
------------------+------
EX. 12' WA TER MAIN
-- . 1 ----- 0�---
OF WELLS AVENUE
------------------------------------------------------------1 ---------------------------------------------------------------------------------------------------------------------------------TPN#0007200091
---------------
------------------------------------------ -
APPROXIMA TE LOCATION OF
EXISTING UNDERGROUND
GAS LINE
STA. 0+56.97 5.50' R
1-12" 45' BEND (MJ) W/
CONCRETE BLOCKING
-. -.
ISTA. 0+52.18, 10,29' R
1-12" 45' BEND (MJ) W/
CONCRETE BLOCKING
I I
CONNECTION TO EX. 12" WATER MAIN B
CITY FORCES PER COR STD PLAN 300.4
1-12" SLEEVE (MJ)
1-DI SPOOL (LF AS REQ)
INSTALL 12" POLYPIGGING STATION AT
END OF NEW 12" WATER MAIN PER COR
STD PLAN 300.7
210 LF 12" DI CL. 52
APPROXIMATE LOCATION
OF SS SERVICE FOR
TPN#7231501090
OF EXISTING UNDERGROUND
POWER LINE
PROPOSED LOCATION
OF NEW WA SERVICE
FOR TPN#0007200085
PROPOSED LOCATION OF
L
NEW WA IRRIGATION
STA. 3+01.04, 5.50' R
APPROXIMATE LOCATION
SERVICE FOR THIS PROJECT
STA. 10+49.27, 30.43' L
OF SS SERVICE FOR
APPROXIMATE LOCATION OF SS
1-12'X6"' TEE (FLXFL)
1-6" GATE VALVE (FLXMJ)
TPN#0007200085
SERVICE FOR TPN#0007200091
1-12" GATE VALVE (FLXMJ)
1-12" ADAPTER (FLxMJ) W/
PROPOSED LOCATION STA. 2+6715, 5.50' RI
CONCRETE THRUST BLOCKING
OF NEW WA SERVICE 1-12" GATE VALVE (MJxMJ)
1-12" PIPE SPOOL
FOR TPN#0007200091
1-12" POL YPIG STATION PER STD.
12" D STORM CROSSI G 0
PLAN NO 300.7 SHACKLE TEE,
1.50' CLEARANCE
VALVE TO DEAD MAN BLOCK
(SEE SHEET C12)
CB 1, TYPE 1
(INSTALL DEADMAN BLOCK TO
TA. 2+ 70.67, 1 .05' L
RESTRAINT VA VE AND TEE)
39.55 RIM 4�9.c'�z
11 LF 12" DI CL. 52
37.81 8" lE OUT 3748 (E)
34 LF 8'r D. ® 2.82X o (P3)
APPROXIMATE LOCATION
OF EXISTING UNDERGROUND
CB 2, TYPE I
POWER LINE
(SADDLE EXISTING STORM MAIN)
TA. 2+70.61, 1 .41 R
1.54' CLEARANCE
39.86 RIM 39-��
37.73 8" IE IN (W)
STA. 2+90. 44 , 5.50' R
1-6'X12" TEE (MJXFL) W/ CONCRETE BLOCKIA
36.86 EX. 12" lE IN (S)
36.82 EX. 12 " lE OUT (N)
1-6" GATE VALVE (FLXMJ)
1-DDCV FIRE SPRINKLER ASS'Y PER COR STD.
8" PVC SEWER CROSSING 0
PLAN 350.3 AND 370.3
1.57 CLEARANCE
(SEE DETAIL SHEET C13)
STA. 2+78.91 5.50' j
12 LF 12" DI CL. 52
1-6'X12" TEE (MJXFL) W/ CONCRETE BLOCKING
NEW
1.5" WATER SERVICE
1-6" GATE VALVE (FLXMJ)
WA TER METER PER
AND
HYDRANT ASS'Y PER
WELL A I/E 310.1, 310.2 AND 310.3
COR
STD. DTL. 320.2
AN
COP STD. PLAN
(SEE
DETAIL SHEET C11)
(SEE DETAIL SHEET C12)
� � I� ^ co � � u� � � tp
�1 N of Op �c O N vs ao �o
1 � 1-' 1� 1 .; 1 1 .; o o �o 0 0 0
-0+40 0+00
AS -BUILT
"I CER7IFY THAT THE INFORMA77ON SHOWN HEREON WHICH WAS
AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS,
ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS,
ACCURATELY REFLECTS EXISTING FIELD COND1710NS AS DETERMINED BY
ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 912412025."
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
15
0+80
1+20
1+60 2+00
2+40
2+80
3+20
2 CITY COMMENTS 7.3.24 YLP 08.23.24 YLP SURVEYED: SCALE:
D.R. STRONG
3
CITY COMMENTS 9.10.24
YLP
09.19.24
YAP
DJC
VERTICAL: NAVD 1988
AS NOTED HORIZONTAL: NAD 1983/1991
CONSUL TING ENGINEERS
4
STORM REVISION DUE TO DUCT BANK CONFLICT
YLP
12.13.24
YLP
DESIGNED
Y�
ENGINEERS PLANNERS SURVEYORS
5
UTILITY REVISION
YLP
01.10.25
YLP
DRAWN:
LB
ONE INCH �TUM
, v
6
UTILITY REVISION
YLP
01.24.25
YLP
CHECKED:
AT FULL SCALE
620 - 71h AVENUE KIRKLAND, WA 98033
I
YLP
IF NOT ONE INCH
O 425.827.3063 F 425.827.2423
N 0.
REVISION
BY
DATE
AP P R
APPROVED:
YLP
SCALE ACCORDINGLY
3+60
4+00
35
0
25
20
15
C TY OF
RENTON
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(E) 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 PER STD PLAN NO. 3L
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
35.57
0
39.97
8" SD
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.
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.
NORTH
GRAPHIC SCALE
0 10 20 40
S-417602 1 INCH = 20 FT.
HORIZONTAL
0 2.5 5 10
`I
06
H
C)
U
W-417602 1 INCH = 5 FT.
J
VERTICAL R-417606
a
U_
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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DATE: (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