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LEGEND:
FOUND MONUMENT AS NOTED
FOUND CORNER MONUMENT AS NOTED
PROPERTY LINE
PROPERTY CORNER
ROAD SIGNAGE
POWER JUNCTION BOX, SIZE VARIES
CABLE JUNCTION BOX, SIZE VARIES
TELEPHONE JUNCTION BOX, SIZE VARIES
LIGHT POLE WITH ARM
WATER METER
WATER VALVE
FIRE HYDRANT
STORM DRAIN CATCH BASIN
STORM DRAIN MANHOLE
SANITARY SEWER MANHOLE
O
TELEPHONE MANHOLE
WC`-
WOOD FENCE
CD
CHAINLINK FENCE
C.
DECIDUOUS TREE
EVERGREEN TREE
-
SANITARY SEWER LINE
- - - - -
STORM LINE
[D -
UNDERGROUND POWER
UNDERGROUND WA TER
UNDERGROUND GAS
UNDERGROUND TELEPHONE
UNDERGROUND CABLE
EDGE OF PA VEMEN T
FENCE
CONCRETE
ROOF AND FOOTING DRAIN NOTE:
ALL ROOF DOWNSPOUTS AND FOOTING DRAINS WILL BE CONNECTED TO CATCH
BASIN 1 VIA THE PROPOSED STORM STUB SHOWN ON THE PLANS.
EXISTING SANITARY SEWER SERVICE NOTE:
CONDITION OF EXISTING STUB AND SIDE SEWER LATERAL TO BE EVALUATED
PRIOR TO CONSTRUCTION AND IF DETERMINED TO BE DEFICIENT WILL REQUIRE
REPLACEMENT BACK TO THE MAN.
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.
3. SERVICES WILL BE TRANSFERRED FOR THE FOLLOWING PARCELS: 7251501090
(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.
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Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
7J
A
NW 114 SECTION 17, TOWNSHIP 23 N, RANGE 5 W,
W.M.
BA SSA NO
MUL TAFAMIL
STA, 3+01. 04 , 5.5' R
1-12 x6 TEE FLxFL
1-6" GATE VALVE (FLxMJ)
j, 1-12" GATE VALVE (FLXMJ)
1-12" ADAPTER (FLxMJ) W/
CONCRETE THRUST BLOCKING
1-12" PIPE SPOOL
o I II
1-12" POLYPIG STATION PER S7D.
NO
PLAN 300.7 SHACKLE E,
VALVE TODEAD MAN BLOCK
NEW 4" DDCV FIRE I I
(SEE SHEET C12)
SPRINKLER ASSEMBLY W II
((INSTALLDEADMAN BLOCK TO
STANDPIPE OUTSIDE _ _
- -
RESTRAINT VALVE AND 7EE)
CONNEC7ION PER STD.
STA. 3+01.06 17.95' R
PLANTER
COR PLAN 370.3 I I
(SEE DETAIL SHEET C13 )
a
° CUT /N CONNECTION BY CITY FORCES TO
USE CUT I VAL VIES R1).
NEW 1.5" WATER SERVICE AND
WA7FR METER W DCVAI 5
LIMITS OF HALF
I
COR S7D. PLANE300 2 (SEE SHEET CO
1-6 z6" 7EE (FLxFL) W/
BEHIND ME1FR PER
STREET GRIND AND
OVERLAY (TYP.) I I
CONCRETE THRUST BLOCKING
COR STD. D7L. 320.2 & 340.8
(SEE DETAIL SHEET C11)
1A/ W
2-6" GATE VALVES (FLxMJ)
3-6" DI SPOOL (LF AS REQ.)
_ _
\ COVERED PATIO
\ °
I
1
3-6 SOLID SLEEVE (ma)
(INSTALL DEAD MAN BLOCK AND END CAP
N88�4'50"W 120.09'
�
I
I
_
_
(MJ) ON EXIS77NG 6" Wi47ER MAIN TO
" 40- ---- -- - - - ---__--_-__- -- - -
� I
I
RESTRAIN NEW 90' BEND)
J
PROPOSED CO 1, TYPE 1
6'r DI CL. 52
I
12 LF 6" DI CL. 52
o
UNCOVERED MUL Tl-FAMIL Y STA. 2+70.67, 19.05' L
15' WATER UTILITY
4
W SOLID SLEEVE
p
Its)_
BALCONY (TYP.) STRUCTURE RIM 39.67
EASEMENT
I
II
/ STA. 2+90.44, 5.5' R
-
6" lE IN 37.48 (W)
I
1-6 x12 7EE MJxFL W CONCRETE BLOCK/N
LOWER FF = 40.00'
8" /E OUT 37.48 (E) f
6"
I
I
1-6" GATE VALVE (FLxMJ)
SDCO'
l C 52 1
1-DDCV FIRE SPRINKLER ASS'Y PER COR S7D.
0 0
58 LF 6" PVC SEWER I
3
-
+ 9 04 PLAN 350.3 AND 370.3
STUB ® 2.00% MIN. SLOPE 5'xl4'
i
(SEE DETAIL SHEET C13)
o
LOBBY
GRAD CO VERED DR/ VEW4Y AREA T d
a --32 LF 8" D.I.
° ® 1.03% (P3)
J
WA 7ER S R VICE LINE TO BE
2 ;
PROPOSED YARD DRAIN WHICH WILL a Q a
a
12' PROPOSED I
I
CONNECTED TO NEW 12" WATER MAIN
_
CONNECT TO THE EXIS77NG SEWER MAIN (A � O R N :E S
SID WALK Wlq T I
i
I I
I
12 LF 12" D/ CL. 52
LOW POINT EL. ® RIM = 39.75
PVC STORM STUB ° °
I
CS 2, TYPE
-______ - - - - - _ - _ _°_ _°
°
..16"
■ `:
- --
I
275' R.O. W
II
(SADDLE EXIS77NG STORM MAIN)
------
------ I--------- _ _
------ --
DEQICA TION - I
I
I
I
341' R
-- 41--------- --------
II
RIM 39.77
)OF LINE FOR OVERHANG
a
__ _
" a W. ` a - "
as /
"
8 /E IN 37.15
OVER DRI VEWA Y ACCESS
TO RESIDENCES G A R A G E
°
15 LF TRENCH DRAIN TO
I /
f
I
�
�I I
6.2
EX. 12" lE IN 36.27 (S)
COLLECT RUN-OFF FROM
EX. 12 /E OUT 36.27 (N)
f
UNCOVERED DRI VEWA Y AREA
I
I I�
°
LARGE CAPACITY OIL INTERCEPTOR CLEAN OUT TO BE PROVIDED AT 77E /N
TO EXIS77NG 6 PVC SANITARY SEWER
a I
I
I I \
STA. 2+7. 91' 5.50' R
1-6 x12 1FE (MJxFL W/
TO BE PROVIDED AT 77-1/S CO STUB, • CON7RACTOR TO VERIFY lE OF
(SEE DETAIL SHEET C10)
I "4
I
CONCRETE BLOCKING
EXIS77NG STUB AND ENGINEER TO VERIFY
1 1
i
I I
1-6" GATE VALVE (FLxMJ)
SLOPE WILL MEET MIN/MUM STANDARDS
a
1-FIRE HYDRANT ASS'Y
SSCO TYP.
I
i
I I
PER COR STD. PLAN
INSTALL 1" SERVICE LINE WITH 6y D
I
I
I I
310.1, 310.2 AND 310.3
SINGLE /" IRRIGA77ON METER AND
( °
(SEE DETAIL SHEET C12)
DCVA ASSEMBL Y BEHIND METER
° I
I
I
I I
12 LF 12" D/ CL. 52
(COR STD PLAN 320.1 & 340.8)
/
2.5 x 3 WA 7FR
EASEMENT
i
j
WATER SERVICE LINE
EXIS77NG 29 LF 6"
I
I
I I
TO BE CONNECTED TO
PVC SEWER S1UB
i
j
I I
NEW 12" W47ER MAIN
STA. 2+6Z 15, 5.5' R
I
I I
a
1-12" GA TE VAL VE MJxMJ
I I
I
I I
210 LF 12" D/ CL. 52
ICLf8.
oo'
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f7.8�
II
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-------WATER SERVICE LINE
N
I
I
TO BE CONNECTED TO
NEW 12" W47ER MAIN
0)
SSMH
Cn
RIM=41.26
CL CHANNEL=34.21
cn
I
SAWCUT PER COR STD.
I
i
DTL. 110.1
(SEE DETAIL SHEET CB)
II
'
II
EX. 6" WA7FR MAIN TO
BE ABANDONED /N
\
II
PLACE
I
I
I
I .II
I
II
II
°
I
I I
I II
a
I
I
7 LF 12" Of CL. 52
STA. 0+56.97' 5.50' R
I I
1-12 45' BEND (MJ) W/
I I
STA. 0+52.18 10.29' R
CONCRE7F BLOCKING
1-12" 45-BEND (MJ) W/
I
I
a CONCRE7F BLOCKING
CONNEC77ON TO EX
12" WATER MAIN m`
D.R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 - 7th AVENUE KIRKLAND, WA 98033
0425.8273063 F 425.827.2423
1
CITY COMMENTS O4.16.21
YLP
2
CITY COMMENTS 7.3.24
YLP
3
CITY COMMENTS 9.10.24
YLP
N0.
REVISION
m
CITY FORCES PER COR S7D PLAN 300.4
1-12" SLEEVE (MJ)� \\I
1-DI SPOOL (LF AS REQ) N
INSTALL 12" POL YPIGGING STA 77ON AT
END OF NEW 12" WATER MAIN PER COR 1-
S7D PLAN 300.7 Z
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5.24.24
YLP
SURVEYED:
DJC
3.23.24
YLP
DESIGNED:
YLP
?.19.24
YLP
DRAWN:
GLB
CHECKED:
YLP
DATE
APPR
APPROVE
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
U
REMOVE EX. 6" GA Ti
CAP MJ) EX. 6 WA
(BY CITY FORCES)
Id
SDMH
RIM=41.47 mw
8"CONC=38.82(N) N O FRT H
GRAPHIC SCALE
0 10, 20' 40'
1 INCH = 20 FT.
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
C TY OF
RENTON
Planning/Building/Public Works Dept.
I EG =
EG = 40.16
I \ �
- ------
L
I � �
Ia
� ° I
I jFG=40.14° o
�_• J 1. % °
FG=40.19 Q.
°1
a a
° DRI VEWA Y TO BE 4
CONSTRUCTED PER a al 8 0
COR STD. DTL. 104.3. I
rrcvrv�tu ".1) I I
TREE GRA TE
=I
TC = 40.03
BC 39.53
c�
TC = 40.05
BC = 39.55 �l
I
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FL = 39.59
c� // II
(SEE DETAIL SHEET C8) ° I // I I
-----------------------
I c -
--
j------- - ---FG = 40.37-
A M /
FG = 40.28
FL 39.73
1 59 _ =
a o� a
' � I
a oI I
1.5_��
� � I
ro
FL = 39.84
EG = 40.50 1
I I
TC = 40.35
BC = 39. 85
EG = 40.50
DRI VEWA Y GRADING DETAIL PER COR STD. DTL. 104.3
1' = 10'
UTILITY CROSSING TABLE
CROSSING NO.
E.G.
UTILITY
BOTTOM OF PIPE
TOP OF PIPE
CLEARANCE (FT)
O
39.92
12 " SD
3718
1.51
12" WA
35.67
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" SO
36.31
1.50
6" WA
1
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.
2. REQUIRED MINIMUM VERTICAL SEPARATION FOR ALL UTILITES CAN BE
FOUND BELOW
S-417601
W-417601
R-417Rflri
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C)
U
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LL
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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DEVELOPMENT ENGINEERING
Michael Sippo 10/07/2024
O
WASTEWATER UTILITY z
WATER UTILITYASWAL, 7
ABDOUL GAFOUR 10/07/2024 jstowell 10/08/2024 U)
DATE: v
BASSANO MULTI -FAMILY 11.20.20 m
UTILITY, ROAD, AND GRADING PLAN FIELD
PAGE:
UTILI TY CROSSING
ALLOWABLE CLEARANCE
UTILITY
VERTICAL CLEARANCE
NA TURAL GAS
12 INCHES
ELECTRIC
12 INCHES
TELECOMMUNICATIONS
12 INCHES
FIBER OPTICS
12 INCHES
SANITARY SEWER
18 INCHES
STORM DRAINAGE
18 INCHES
RECLAIMED WATER
18 INCHES
117 WELLS AVENUE S C5
RENTON, WASHINGTON 98057 SHEET: 5 OF: 20
DRS PROJECT NO. 20070
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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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n i 04-00
EX. 12" WATER MAIN
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- -
EX. 12 WATER MAIN
-------0�---
-0+40 0+00
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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
�I
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
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�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
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fi Ira
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Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
7J
A
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
I
I I
I
I
+ 6" DI Ct,52 I �I
a 3
2-
i_
LF 8" D.L , --
° ® 1. 0" (P3) I I
I I
I I
I I
J I I
I I
I
LI II' I
I I
I
I I
I
I
I
I
I
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
p
0;
H
CD
U
Q
H
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
r
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
WATER PLAN GENERAL NOTES Standard Plan No. 300
1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS
STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION AS
AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION
IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR
AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION.
2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL
CALL 1-800-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION.
3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND
CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY
MATERIALS ON -SITE.
4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C
104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS
PER ANSI/AWWA C110/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8-MIL BLACK, TUBE -TYPE,
POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS.
5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10-INCH OR LESS
AND 48 INCHES FOR PIPE DIAMETER OF 12-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES.
ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR,
THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER.
PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH
BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BYTHE MODIFIED PROCTOR TEST
METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDD IN UNPAVED
AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MDD.
6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY OF
RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS
AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAYBE REQUIRED ON ALL MECHANICAL JOINTS IN ADDITION TO
CONCRETE BLOCKING.
7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED,
DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE
SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS,
CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO
CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAIN UNTIL
THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITYTESTING.
8. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING
PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING
THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED,
AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUBLIC WORKS INSPECTOR.
9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING
DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER
MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR
THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND
ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE
CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION.
tiNY p STD. PLAN — 300.0
Gn PUBLIC WORKS WATER PLAN GENERAL NOTES
$ DEPARTMENT
MARCH 2O10
7J
IN
D.R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 - 7th AVENUE KIRKLAND, WA 98033
0425.8273063 F 425.827.2423
NW 1/4 SECTION 17, TOWNSHIP 23 N, RANGE 5 W, W.M.
BA SSA NO MUL TI=FA MIL Y
IRS
a
a
a a
a
EXISTING
WATER MAIN
8t+
TESTING CONNECTION
— POLYPIG STATION PER STD PLAN 300.7
(1) VERTICAL CROSS (MJxFL)
(1) BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG
(1) BLIND FLANGE ON BOTTOM
(1) PLUG (MJ) WITH 2" TAP AND TEMPORARY BLOW -OFF ASSEMBLY
WITH TEMPORARY THRUST BLOCKING
OO of NEW DI WATER MAIN
TEMPORARY BLOCKING
CONNECTION TO EXISTING MAIN (BY CITY FORCES)
(1) TEE (MJxFL)
(2) DI SPOOLS
(2) LONG BODY DI SLEEVES (MJ) OR COUPLING ADAPTERS (ROMAC 501 OR EQUAL)
(2) GATE VALVES (FLxMJ)
(1) ADAPTER (FLxMJ)
(1) PLUG (MJ) WITH 2" TAP AND TEMPORARY BLOW -OFF ASSEMBLY
WITH CONCRETE THRUST BLOCKING PER STD PLAN 330.1
FINAL CONNECTION
UPON COMPLETION OF POLYPIGGING, HYDROSTATIC TESTING,
AND DISINFECTION, REMOVE TEMPORARY THRUST BLOCKING
AND TEMPORARY BLOW -OFF ASSEMBLIES
FINAL CONNECTION (BY CITY FORCES)
(2) DI SPOOLS
(1) LONG BODY DI SLEEVE (MJ)
O)o) NEW DI WATER MAIN
NOTES:
1. ALL CONNECTIONS TO EXISTING WATER MAINS WILL BE CONDUCTED BY CITY FORCES AS
SPECIFIED IN SECTION S-14.2 OF THE CITY OF RENTON WATER UTILITY CONSTRUCTION
STANDARDS
2. LONG BODY DI SLEEVE FOR CONNECTION FROM DI TO DI PIPE AND FROM DI TO CI PIPE WITH
SAME OUTSIDE DIAMETER
3. COUPLING ADAPTORS FOR CONNECTION FROM DI TO CI PIPE WITH DIFFERENT O.D. AND
FROM DI TO AC OR TO STEEL PIPE
PUBLIC WORKS CONNECTION TO WATER MAIN
DEPARTMENT CUT -IN TEE AND TWO VALVES
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
YLP
SURVEYED:
aJC
YLP
DESIGNED:
YLP
YLP
DRAWN:
GLB
CHECKED:
YLP
AP P R
APPROVED:
YLP
TESTING CONNECTION
POLYPIG STATION PER STD PLAN 300.7
(1) VERTICAL CROSS (MJxFL)
(1) BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG
(1) BLIND FLANGE ON BOTTOM
(1) PLUG (MJ) WITH 2" TAP AND TEMPORARY BLOW -OFF ASSEMBLY
r WITH TEMPORARY THRUST BLOCKING
I 10 +
\EXISTING WATER MAIN I I
EXISTING TEE, CAP, PLUG,
OR DEAD END LINE,
DO NOT DISTURB BLOCKING
/� o -OO- NEW DI WATER MAIN
i //�II11 Illl
TEMPORARY BLOCKING
FINAL CONNECTION
UPON COMPLETION OF POLYPIGGING, HYDROSTATIC TESTING,
AND DISINFECTION, REMOVE TEMPORARY THRUST BLOCKING
AND TEMPORARY BLOW -OFF ASSEMBLIES
FINAL CONNECTION (BY CITY FORCES)
(1) DI SPOOL
(1) LONG BODY DI SLEEVE (MJ)
o o
oOo NEW DI WATER MAIN
o o
NOTES:
1. ALL CONNECTIONS TO EXISTING WATER MAINS WILL BE CONDUCTED BY CITY FORCES AS
SPECIFIED IN SECTION S-14.2 OF THE CITY OF RENTON WATER UTILITY CONSTRUCTION
STANDARDS
2. LONG BODY DI SLEEVE FOR CONNECTION FROM DI TO DI PIPE AND FROM DI TO CI PIPE WITH
SAME OUTSIDE DIAMETER
3. LONG BARREL COUPLING FOR CONNECTION FROM DI TO CI PIPE WITH DIFFERENT O.D. AND
FROM DI TO AC OR TO STEEL PIPE
STD. PLAN - 300.2
OVED: • PUBLIC WORKS CONNECTION TO WATER MAIN
6/28/2023 )• - DEPARTMENT EXISTING TEE OR END LINE CAP
Pastucha
.. Adn,m...r. DATE
SCALE:
VERTICAL: NAVD 1988
AS NOTED HORIZONTAL: NAD 1983/1991
ONE INCH DATUM
AT FULL SCALE DATUM
IF NOT ONE INCH
SCALE ACCORDINGLY
•
C TY OF
RENTON
Planning/Building/Public Works Dept.
STD. PLAN - 300.4
APPROVED:
6/28/2023
Martin Pastucha DATE
Public Works Admini"
W-417604
R-417611
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
F
EVELOPMENT ENGINEERINGchael Sippo 10/07/2024
WATER UTILITY �I ABDOUL GAFOUR 10/07/2024
DATE:
BASSANO MULTI -FAMILY 11.20.20
STANDARD WATER DETAILS AND NOTES FIELDBOOK:
PAGE:
117 WELLS AVENUE S C1 1
RENTON, WASHINGTON 98057 SHEET: OF:
°P2o
DRS PROJECT NO. 20070
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FINISHED GRACE 9"TO 12"
24" TO 30"
2.2
LOOP DOWN TO CENTERLINE OF WATER WAIN
TO PROVIDE SLACK IN SERVICE LINE TO METER
MATERIALS
0 COP PC RAT I0N STOP
TUBING
ri METER SETTER
{ D; WATERMETER
S E . METER BOX
COUPLER AND PLUG
G : GRAVEL
E . IN UNIMPROVED ROM.
ku INSTALL METER BDX
2 AT PROPERTY LINE SMITH
� L"COP PER TAILPIECE
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PIPING PIPING
SIDEWALK
2r TO AOii
1" BALL CORPORATION STOP WITH BALL VALVE, ANIUWA TAPERED THREAD (CC) INLET, QUICK JOINT OUTLET,
FORD FBi0D0-4-Q-NLOR A.Y- MCDONALD 74701BQ
1"TYPE "K" 50 FT CC PPER TURING
1" SETTEA, QUICK JOINT INLET AN OUTLET, PADLOCK WINGS ON INLET ANGLE BALL VALVE, SINGLE CHECK
VALVE ON OUTLET, FORD VBH74-15W-44-4R-0-N L, A.Y. MCDONALD 721-415W COCI 44, 0R WUELLfR
8-24702-GAN, INSTALL CENTEREUAND SQUAREDIN METER BOX, PROVIDEADAPTERSFOR S/E"x3/4" METERS
A M I WATER METER WITH RADI0AND BATTERY UNIT, TO BE PROVIDED BS'THE CITY
METER BOX, ARMORCA5TAfi00194GPCX18, WITH METER BOX LI D, ARMORCA5T A150019159RCI-H7, TO READ
`RENTON WATE R"
COUPLER (PACK J0414Tx PAC K 10 INT). FORD C4#49-Q-NL.IA'ITH I"EALVANIZED PLUG IF SERVICE LINE TO
PROPERTY IS TO BE INSTALLED IN THE FUTURL
114" WASHED GRAVEL
-0 PUBLIC WORKS
DEPARTMENT
r
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
7J
)A
I
STD. PLAN — 320A
dPFR4h'c0:
=,kk r ..,ar DAN
NW 1/4 SECTION 17, TOWNSHIP 23 N, RANGE 5 W, W.M.
BA SSA NO MUL TI=FA MIL Y
METERED BACKFLOW ASSEMBLY
(TO BE OBTAINED FROM CITY)
(1) 21z" CONTROL VALVE
(1) CONSTRUCTION METER
(1) RPBA
METER SUPPORT (BY CONTRACTOR)
NSF 61 SUPPLY HOSE
HYDRANT ON EXISTING WATER MAIN
TEMPORARY BLOW —OFF ASSEMBLY
(1) 2" GALVANIZED PIPE
(1) 2" 90- BEND
(1) 2" GATE VALVE
II POLYPIG
POLYPIG STATION
(1) VERTICAL CROSS (MJxFL), SIZE TO MATCH WATER MAIN
(1) BLIND FLANGE WITH 2" TAP ON TOP OF CROSS
(1) TEMPORARY BLOW —OFF ASSEMBLY
(1) BLIND FLANGE ON BOTTOM OF CROSS
(1) PLUG (MJ) ON END OF CROSS WITH TEMPORARY THRUST BLOCKING
NOTES:
1. THE BACKFLOW PREVENTION ASSEMBLY AND SUPPLY HOSE MUST BE DISCONNECTED DURING HYDROSTATIC PRESSURE TESTING OF THE
NEW WATER MAIN.
2. POLYPIG AND ALL DEBRIS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS VIA SANITARY METHOD PRIOR TO DISINFECTION OF NEW
WATER MAIN.
3. UPON REMOVAL OF POLYPIG, REMOVE TEMPORARY BLOW —OFF ASSEMBLY AND INSTALL 2" PLUG.
4. THE NEW WATER MAIN SHALL BE CONNECTED TO THE EXISTING SYSTEM ONLY AFTER NEW WATER MAIN IS POLYPIGGED, DISINFECTED
AND SATISFACTORY BACTERIOLOGICAL SAMPLE RESULTS ARE OBTAINED.
5. THE INTERIORS OF ALL PIPES AND FITTINGS TO BE USED IN FINAL CONNECTION MUST BE SWABBED OR SPRAYED WITH A 5-6%AVAILABLE
CHLORINE SOLUTION.
STD. PLAN - 300.7
} PUBLIC WORKS APPROVED:
DEPARTMENT POLYPIGGING NEW WATER MAINS r
�"""� 6/28/2(
Manor Pastucha DATE
Public Works Administrator
NOTES:
1. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF SAFETY YELLOW DTM ACRYLIC GLOSS OR ENAMEL PAINT.
2. PUMPER NOZZLE TO FACE ROADWAY OR AS DIRECTED BY RRFA.
3. A MINIMUM 3' RADIUS UNOBSTRUCTED WORKING AREA SHALL BE PROVIDED AROUND THE OUTSIDE OF THE HYDRANT.
O
HYDRANT
OB
TEE
OC
VALVE
O
VALVE BOX
OE
PIPE
OF
JOINT RESTRAINT
GO
GRAVEL
O
CONCRETE BLOCK
OI
BLOCKING
O
SHEAR BLOCK
O
PAVEMENT MARKER
COMPRESSION TYPE HYDRANT (SEE APPROVED MATERIALS LIST) WITH 6" MJ INLET WITH LUGS, 5 Y4" MVO,
1 Y4" PENTAGON OPERATING NUT, TWO (2) 2 Y2" NST HOSE NOZZLES, AND 4.875" SST PUMPER NOZZLE
EQUIPPED WITH 5" STORZ ADAPTER AND 1/8" STAINLESS STEEL CABLE, WITH EXTENSION IF NECESSARY.
MAIN LINE TEE WITH 6" FLANGE SIDE OUTLET
6" GATE VALVE (FLxMJ)
VALVE BOX AND LID PER STD PLAN 330.7
CLASS 52 DI, LENGTH TO FIT
MECHANICALJOINT RESTRAINT WITH CONCRETE BLOCKING OR (2) 3/4" CORTEN STEEL TIE RODS
1 Y" WASHED DRAIN ROCK, MINIMUM V ABOVE BOOT FLANGE WITH 8-MIL POLYETHYLENE SHEETING
AROUND TOP AND SIDES OF GRAVEL
MINIMUM 16"x8"x4" CONCRETE BLOCKS UNDER FIRE HYDRANT AND GATE VALVE
CONCRETE BLOCKING PER STD PLAN 330.1
4'x4'x6" CONCRETE SHEAR BLOCK AROUND FIRE HYDRANT, SEE STANDARD DETAIL 310.2
BLUE REFLECTIVE PAVEMENT MARKER PER STD PLAN 310.3
STD. PLAN - 310.1
• + PUBLIC WORKS APPROVED:
DEPARTMENT FIRE HYDRANT ASSEMBLY 6/28/2023
Martin Pastucha DATE
Public Works Ad—ist —,
W-417605
R-417612
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
Michael Sippo 10/07/2024 '
WATER UTILITY
ABDOUL GAFOUR 10/07/2024
D.R. STRONG
1
2
CITY COMMENTS O4.16.21
CITY COMMENTS 7.3.24
YLP
YLP
05.24.24
08.23.24
YLP
YLP
SURVEYED:
DEC
SCALE:
HORIZONTAL: NAD 1983/1991
VERTICAL: NAVD 83/1 C T Y 0
BASSANO MULTI -FAMILY
DATE:
11.20.20
DESIGNED
AS NOTED
R
STANDARD WATER DETAILS AND NOTES
FIELDBOOK:
CONSULTING ENGINEERS
3
CITY COMMENTS 9.10.24
YLP
09.19.24
YLP
R E N T O N
PAGE:
DRAWN:
ENGINEERS PLANNERS SURVEYORS
GLB
ONE INCH DATUM V439'
DRAWING NO:
CHECKED:
AT FULL SCALE Planning/Building/Public Buildingl Public Works Dept.
y/ y/ p
117 WELLS AVENUE S
C 12
620-7thAVENUE K/RKLAND, WA98033
I
IF NOT ONE INCH
0425.8273063F425.827.2423
N0.
REVISION
BY
DATE
APPR
I APPROVE:
SCALE ACCORDINGLY
RENTON, WASHINGTON 98057
SHEET: OF:n—
YLPQ
1"
p
141m,
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DRS PROJECT NO. 20070
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811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
TO
ME
BOXES DRAINING GRAVEL
NW 1/4 SECTION 17, TOWNSHIP 23 N, RANGE 5 W, W.M.
BA SSA NO MUL TI=FA MIL Y
NOTES:
1. ALL DOUBLE CHECK VALVE ASSEMBLIES (DCVA's) MUST BE LISTED ON LATEST LIST OF "BACKFLOW PREVENTION
ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE", PUBLISHED BY STATE OF WASHINGTON
DEPARTMENT OF HEALTH.
2. THE OWNER/APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION
OF THE INSTALLATION OF THE DCVA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE
DCVA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN.
3. THE DCVA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL
INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE. A COPY OF THE TEST
REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT., ATTN: WATER
UTILITY CROSS —CONNECTION CONTROL SPECIALIST, FAX NO. 425-430-7241.
4. DCVA AND METER BOX SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE
WATER METER.
Y 34" TO 2" DOUBLE CHECK VALVE STD. PLAN — 340.8
e PUBLIC WORKS ASSEMBLY FOR IRRIGATION OR
- DEPARTMENT RESIDENTIAL FIRE SPRINKLER
MARCH 2O10
7J
� 'A
I M
w O
d d O d
p d
Cr
6" MIN
I _I 12" G M
a j _ 24" K I '1 MIN F �0
MIN COS
L I
I I I
d 6" I 12" �MIN
6r' BMIN MIN
Q I ° d
�� �� �n �i n n ,•_` r
OI] o CD m o
I 12111 N a°
L---------------- ----------A---- MIN _ a
OR
a Q °d ° c
NOTES:
1.
WHERE PIV IS LOCATED INSIDE THE VAULT, THE VAULT LID SHALL BE CORE DRILLED WITH LINK SEAL OR GROUT TO SEAL THE PIPE
PENETRATION. ALTERNATIVE
PIV LOCATION SHALL BE APPROVED BY THE FIRE MARSHAL.
2.
MINIMUM CLEARANCE OF 6" SHALL BE MAINTAINED BETWEEN VALVES, FITTINGS, AND VAULT WALL.
3.
ALL PIPE JOINTS SHALL BE
RESTRAINED AND CONCRETE BLOCKING IS REQUIRED AT CHANGES IN DIRECTION.
4.
CORE DRILL (O.D. +2") CONCRETE
VAULT IF KNOCK -OUTS ARE NOT PROVIDED.
MATERIALS
OA
BACKFLOW ASSEMBLY
DCDA PER STD PLAN 350.3, POSITIONED WITHIN ACCESS HATCH TO ALLOW FOR VERTICAL REMOVAL
OB
PIPE
CLASS 53 DI PIPE (PExFL OR FLxFL)
OC
POST INDICATOR VALVE
PIV BETWEEN LAST VALVE ON BACKFLOW ASSEMBLY AND FDC, IN ONE OF TWO POSITIONS SHOWN
OD
TEE
TEE (FLxFL)
OE
ADAPTER
ADAPTER (FLxMJ)
OF
BEND
90° BEND (FLxFL)
OG
VALVE
CHECK VALVE (FLxFL)
OFIRE
DEPARTMENT
FDC PER RRFA REQUIREMENTS, LOCATED DOWNSTREAM OF BACKFLOW ASSEMBLY, INSTALLED ON THE SIDE
CONNECTION
OF THE VAULT WITH THE LARGEST AVAILABLE SPACE AS SHOWN
OI
CONCRETE VAULT
OLDCASTLE PRECAST VAULT OR EQUAL, SIZED TO ACCOMMODATE FDC, PIV, AND CHECK VALVE INSIDE THE
VAULT AND MAINTAIN REQUIRED MINIMUM CLEARANCES
TWO LOCKING HINGED ALUMINUM DOORS, TRAFFIC -RATED, WITH SLIP RESISTANT TREATMENT, MARKED
JO
ACCESS HATCH
"WATER", LW PRODUCTS OR EQUAL
OK
LADDER
GALVANIZED STEEL LADDER SECURED TO VAULT PER STD PLAN 370.5
OL
WALL FLANGE
MIDSPAN PIPE RESTRAINT WITH CONCRETE BLOCKING PER STD PLAN 370.4, SEAL PIPE PENETRATIONS WITH
WATER -TIGHT GROUT
OM
PIPE PENETRATION
SEAL PIPE PENETRATION WITH WATER -TIGHT GROUT
FLOOR DRAIN, MINIMUM 6" PVC, SLOPED TO STORM SEWER OR DAYLIGHT TO DRAINAGE DITCH WITH WIRE
ON
DRAIN
MESH RODENT SCREEN AT DRAIN OUTLET, SEAL PIPE PENETRATION WITH WATER -TIGHT GROUT
OO
BLOCKING
CONCRETE BLOCKING PER STD PLAN 330.1
0 PUBLIC WORKS FDC AND CHECK VALVE
DEPARTMENT ROUTED THROUGH
BACKFLOW ASSEMBLY VAULT
D.R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 - 7th AVENUE KIRKLAND, WA 98033
0425.8273063 F425.827.2423
1
CITY COMMENTS O4.16.21
YLP
105.24.24
YLP
SURVEYED:
DJC
2
CITY COMMENTS 7.3.24
YLP
08.23.24
YLP
DESIGNED:
YLP
3
CITY COMMENTS 9.10.24
YLP
09.19.24
YLP
DRAWN:
GLB
CHECKED:
YLP
N0.
REVISION
BY
I DATE
APPR
APPROVE
STD. PLAN - 370.3
Works Ad,mistr,tor
SCALE:
DATE
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
OA
WALL FLANGE
OB
BLOCKING
OC
PIPE PENETRATION
OD
GRAVEL
DRnGII F
24"
MIN
p
•
H
O
N
U
MIDSPAN PIPE RESTRAINT, EBAA IRON SERIES 110OSDB MEGALUG OR EQUAL, WRAP WITH POLYETHYLENE
ENCASEMENT PRIOR TO PLACEMENT OF CONCRETE BLOCKING
CONCRETE THRUST BLOCKING, CAST -IN -PLACE CONCRETE (MINIMUM 3,000 PSI), TO BE SIZED BY DESIGN
ENGINEER (MINIMUM 24"x24"x6")
CORE DRILL (O.D. +2") VAULT IF KNOCKOUTS ARE NOT PROVIDED, SEAL PIPE PENETRATION WITH
WATER -TIGHT GROUT
FOUNDATION GRAVEL PER WSDOT STANDARD SPECIFICATIONS, 12" MINIMUM ALL DIRECTIONS
PUBLIC WORKS CONCRETE BLOCKING
DEPARTMENT ADJACENT TO VAULT
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
QATUM
•
C TY OF
RENTON
U'R
Planning/Building/Public Works Dept.
STD. PLAN - 370.4
N.=t,rh.
... Adm s-, DATE
W-417608
R-417615
a
LL
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
J
[DEVELOPMENT ENGINEERING
Michael Sippo 10/07/2024
0:1 O
WATER UTILITY } z
ABDOUL GAFOUR 10/07/2024 <�^
CV )
DATE: v n
BASSANO MULTI -FAMILY 11.2O.20 m
STANDARD WATER DETAILS AND NOTES FIELD
PAGE:
117 WELLS AVENUE S C15
RENTON, WASHINGTON 98057 SHEET: OF:
15 20
DRS PROJECT NO. 20070