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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
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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)
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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
'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
(.0(0
r"
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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
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I I
8 L F 6Dl CL. 52 J
I
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I
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+ 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
LLJ
Ld
Z
L,
r
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
DocuSign Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3
ALL 90 TURNS SHALL BE ACCOMPLISHED
BY MEANS OF A WYE WITH CLEANOUT AND
4" BEND AS REQUIRED (NO GREATER
45 BEND TWO 45' BENDS SHALL NOT BE
THAN 45' BEND) EVERY 2NO CHANGE
4" CLEANOUT WYE WITH
ACCEPTABLE (SEE NOTE 11)
IN DIRECTION OR GRADE WILL REQUIRE
45 BEND AND PLUG
A CLEANOUT WYE (SEE NOTE 11)
I
(SEE NOTE 11)
i
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HOUSE
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HOUSE
al
HOUSE gl HOUSE
W
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a
3 -0" MIN
I_
4 SEWER PIPE I
SVRFACE CLEANOUT
4" SURFACE
v
(TYPICAL)
6"x 6"z6" WYE
EANOUT
CL4"WYE
4" SEWER PIPE, SEE NOTES 2
(SEE STD PLAN - 407)
E
4" TEST TEE WITH AND 3 MINIMUM LINE SIZE FOR
WITH
PLUG FACE UP OTHER THAN SINGLE FAMILY IS 6R
0 W LINE
_
OUT
(TYPICAL) I -
R 0 W LINE
3' MIN
6"x 4" REDUCER
N
VI
N
(TYPICAL)
x MAIN SEWER
LINE
x ^
X
z
IF THE BUILDING SEWER SERVES ANY FIXTURE HAVING
FLOOD LEVEL RIMS LOCATED BELOW THE ELEVATION
i(4"
cOF
THE NEXT UPSTREAM MANHOLE COVER OF THE
PUBLIC SEWER SYSTEM, A BACKFLOW PREVENTION
o
ZDEVICE
SUCH AS CLEAN CHECK EXTENDABLE
BACKWATER VALVE OR APPROVED EQUAL SHALL BE
DINSTALLED
u4"
FLEXIBLE COUPLING (FERNCO OR EQUAL)
Z
9
WSURFACE
CLEANOUT
m
4"x 4"x4" WYE
PIPING
PLAN
BUILDING DRAIN FOR
LOW ELEVATION HOUSE
MAIN TO 5 FEET
R 0 W LINE
ROW. LINE TO CLEANOUT
MAX.
SIDE SEWER
BUILDING SEWER
BULDING
STUB
DRAIN
3 FEET MIN [--
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CALL 811 BEFORE YOU DIG
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NOTES
1 PRIOR TO INSTALLATION OF A SANITARY SEWER CONNECTION, A
SIDE -SEWER PERMIT MUST BE PURCHASED FROM THE CITY OF
RENTON PUBLIC WORKS DEPARTMENT.
2 FOR INSPECTION OF SIDE SEWER, CALL 24 HOURS IN ADVANCE
THE INSPECTION PHONE NUMBER IS ON THE SIDE SEWER PERMIT
SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE
ON SITE WHEN INSPECTOR ARRIVES AT APPOINTED TIME DO NOT
BACKFILL THE DITCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR
3 SIDE SEWER PIPE AND FITTINGS SHALL BE PVC SDR 35 WITH RUBBER
GASKET JOINTS UNLESS OTHERWISE APPROVED BY THE PUBLIC
WORKS DEPARTMENT
4 A MINIMUM GRADE OF 2% (1/4" PER FOOT) MUST BE MAINTAINED
WITH A 4" PIPE IN THE EVENT A 2% GRADE CANNOT BE MAINTAINED
WITH THE APPROVAL OF THE PUBLIC WORKS INSPECTOR, THE
CONTRACTOR MAY INSTALL A 6" DIAMETER SIDE SEWER AT NO LESS
THAN 11G
5 INSTALL SIDE SEWER WITH 2' MINIMUM COVER 18" COVER IS ALLOWED
AT THE HOUSE IF OUTLET IS SHALLOW
6 ALL BUILDING SEWER AND SIDE SEWERS SHALL HAVE BEDDING IN
ACCORDANCE WITH STANDARD PLAN 405
7 WHENEVER FEASIBLE, THERE SHALL BE A MINIMUM 5 FOOT
HORIZONTAL SEPARATION BETWEEN SANITARY SIDE SEWERS AND ALL
OTHER UTILITIES
8 SIDE SEWER TESTING SHALL CONSIST OF PLACING A PLUG IN THE
TEST TEE AND INSTALLING A 4-FOOT RISER PIPE ON THE CLEANQUT
AT THE BUILDING. THE SIDE SEWER PIPE SHALL BE FILLED TO WITH
WATER TO THE TOP OF THE RISER PIPE NO LOSS OF WATER SHALL
OCCUR FOR A PERIOD OF 10 MINUTES. THE SIDE SEWER MAY BE
CONNECTED TO THE BUILDING FOLLOWING THE SUCCESSFUL
COMPLETION OF THE LEAK TEST
9 THE CLEANOUT AT THE RIGHT-OF-WAY SHALL BE INSTALLED PER
STANDARD PLAN 4061 THE CLEANOUT AT THE BUILDING SHALL BE
INSTALLED TO SURFACE GRADE ALL OTHER CLEANOUTS SHALL BE
INSTALLED TO WITHIN 12" OF THE SURFACE
10 IF SIDE SEWER STUB IS NOT AVAILABLE THE OWNER SHALL BE
RESPONSIBLE FOR ITS INSTALLATION PER STANDARD PLAN 4061
ALL WORK WITHIN STREET RIGHT-OF-WAY SHALL BE DONE BY A
LICENSED AND BONDED CONTRACTOR
11 ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC
RIGHT-OF-WAY SHALL CONFORM TO STANDARD PLAN 110 OR 110 2
12 ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE
WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT (WISHA)
TYPICAL BUILDING SEWER r��.,,g STD. PLAN -406.2
PUBLIC WORKS 5880ft1FD986449D
--& fU 9�br
DEPARTMENT FROM PROPERTY LINE TO artin PastuCiJW26/2021
BUILDING CONNECTION r.a, DATE
7J
D.R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 - 7th AVENUE KIRKLAND, WA 98033
0425.8273063 F 425.827.2423
1 12:
NW 1/4 SECTION 17, TOWNSHIP 23 N, RANGE 5 W, W.M.
BA SSA NO MUL TI=FA MIL Y
ZURN® SPECIFICATION SHEET
Z1188 TAG
LARGE CAPACITY OIL INTERCEPTOR
Dimensional Data (inches and [ mm ]) are Subject to Manufacturing Tolerances and Change Without Notice
LEX HEAD SET SCREW—
EEMOVE SCREWS TO USE
TT HANDLES, REPLACE
SCREWS ONCE COVER IS
N PLACE AND HANDLES
ARE REMOVED.
INLET G= WIDTH OF BODY OUTLET
Flow Rate
GPM[L]
Min
Inlet/
Outlet
Size
Water
Capacity
Gal. [L]
App.Wt.
Lbs.
[Kg]
No.
of
Covers
Dimensions In Inches
C
D/E
F
G
J
L
75 [284]
3 [76]
65 [246]
332 [151]
1
22-3/4 [578]
18-1/2 [470]
36 [914]
28-5/8 [727]
6-7/8 [175]
25-3/4 [654]
100 [379]
3 [76]
1 110 [306]
432 [196]
1
27 [686]
23 [584]
42-3/4 [1086]
33-5/8 [854]
11-3/8 [289]
30-1/8 [765]
125 [473]
3 [76]
1 150 [568]
780 [354]
2
30-1/8 [765]
24-1/2 [622]
49-1/4 [1251]
40 [1016]
12-7/8 [327]
36-5/8 [916]
7350[13725]6
[127]
460 [1741]
1438 [625]
2
41 [1041]
36 [914]
71 [1803]
51-3/8 [1305]
23-3/8 [594]
56-5/8 [1438]
[127]
660 [2498]
1840 [835]
2
46-1/4 [1175]
39-5/8 [1006]
80 [2032]
58-3/8 [1483]
27 [686]
65-5/8 [1667]
[152]
860 [3255]
2180 [989]
2
50-1/2 [1283]
43-7/8 [1114]
87 [2210]
63-5/8 [1616]
30-3/4 [781]
74-1/8 [1882]
400 1514
6 152
1090 4126
2536 1150
3
54-1/4 1378
47-5/8 1210
94 2388
67 1702
34-1/2 876
79-1/8 2009
450 [1703]
6 [152]
1275 [4826]
2816 [1277]
3
55-1/4 [1403]
48-5/8 [1235]
100 [2540]
72 [1829]
1 35-1/2 [902]
85-3/8 [2168]
500 [1893]
6 [152]
1435 [5431]
2970 [1347]
3
57-1/4 [1454]
51-5/8 [1311]
104 [2642]
74 11880]
38-1/2 [978]
88-3/8 [2245]
ENGINEERING SPECIFICATION: ZURN Z1188
Large capacity Acid Resistant Coated interior and exterior fabricated steel oil interceptor, with bronze cleanout plug and visible double wall
trap seal, removable combination pressure equalizing/flow diffusing baffle and sediment bucket, horizontal baffle, adjustable oil drawoff and
vent connections either side. Complete with secured, gasketed, non-skid cover with removable lift handles and flow control fitting. Regularly
furnished with inlet and outlet in high position.
OPTIONS (Check/specify appropriate options)
PREFIXES
Z Acid Resistant Coated Fabricated Steel*
SUFFIXES
-E Acid Resistant Coated interior and exterior fabricated steel extension section. (Specify 'C' Dim. required) for
recessed installation.
-HD Heavy-duty traffic cover rated at 10,000 Ibs [4536 kg.] maximum load. An incresed 'C' dim. is required when -HD
option is specified. (See -HD option specification sheet)
-K Anchor flange 1-3/4 [44] down from top and 2 [51] wide. A 3 [76] minimum extension height is required when
-K option is specified.
-KC Anchor flange 1-3/4 [44] down from top and 2 [51] wide with clamp collar. A 3 [76] minimum extension height is
required when -KC option is specified.
__ __-PW Plug wrench
* Regularly furnished unless otherwise specified.
Zurn Industries, LLC I Specification Drainage Operation
1801 Pittsburgh Avenue, Erie, PA U.S.A. 16502 Ph. 855-663-9876, Fax 814-454-7929
In Canada I Zurn Industries Limited
3544 Nashua Drive, Mississauga, Ontario L4V 1 L2 - Ph. 905-405-8272, Fax 905-405-1292
www.zurn.com
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
Rev. J
Date: 08/21/14
C.N. No. 131407
Prod. I Dwg. No. Z1188
YLP
SURVEYED:
DJC
YLP
DESIGNED:
YLP
YLP
DRAWN:
GLB
CHECKED:
YLP
AP P R
APPROVED:
YLP
DocuSlgn Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3
r—I r--r----------
, EX. SEWER MAIN I I I
I I I I
l PROPERTY LINE
SPOOL I 1 1 Z I
I I 1 I
(LENGTH AS NEEDED) 3'-0' MIN
1 I I O I
6" SEWER STUB FUTURE 4" SIDE SEWER
1 I I - w•i1;..
I I I
1 I I I
1 I I I
SEWER MAIN TEE X 6" TEE j
SIDEWALK i l
�\ I 1 1 1[ J
` COUPLING (TYP ) IL—JI —IL .......... >Q 13
I
0
II
x
I"
_ I 1
---�
BEND AS 8"
REQUIRED
/// ` 2"x 4" STUD MARKING POST PAINTED
6" CAP J WHITE WITH THE WORD "SEWER" STENCILED
IN 3" HIGH BLACK LETTERS AND #6 WIRE
WRAPPED AROUND THE STUD AND
EXTENDED TO THE TOP OF THE STUD
6"X6"X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER
(EAST JORDAN IRON WORKS PRODUCT NO 00367502 OR
APPROVED EQUAL, SPECIFY "SEWER" ON LID),
CLEANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD
CONCRETE PAD TO BE 8" IN DEPTH
EXISTING SANITARY
SEWER MAIN —2 0% MIN SLOPE
\ FUTURE 4" SIDE SEWER
6" SEWER STUB 6"X6"X6" WYE FUTURE 6"x 4" REDUCER
`SEWER MAIN SIZE X 6" TEE
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO EXISTING SEWER MAIN
A VITRIFIED CLAY MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK' FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
B CONCRETE MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL)
C PVC & C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED WITH A ROMAC SADDLE
(OR APPROVED EQUAL)
D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL)
E LINED MAIN - CONNECTION TO SEWER MAINS THAT HAVE BEEN LINED (CIPP, ETC), CUT IN A NEW PVC "TEE" USING
"STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
F HDPE - CORE -DRILLED WITH A ROMAC SADDLE "INSERTA-TEE" MAY BE USED ON SEWER MAINS 12" DIAMETER OR LARGER
G MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE
SHALL BE CORE -DRILLED AND USE KOR-N-SEAL BOOTS OR APPROVED EQUAL
NOTES
1 PRIOR TO INSTALLATION OF A SANITARY SEWER STUB, A SIOE SEWER STUB PERMIT MUST BE PURCHASED FROM THE CITY OF
RENTON PUBLIC WORKS DEPARTMENT
2 UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2 5' COVER AT PROPERTY LINE OR 3-5' LOWER
THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER
3 SIDE SEWERS SHALL HAVE A MINIMUM 2 % SLOPE UNLESS APPROVED BY THE PUBLIC WORKS INSPECTOR
4 FOR INSPECTION OF THE SIDE SEWER STUB, CALL 24 HOURS IN ADVANCE. THE INSPECTION PHONE NUMBER IS ON THE SIDE
SEWER STUB PERMIT SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVES AT
THE APPOINTED TIME DO NOT BACKFILL THE TRENCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR
5 ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO STANDARD PLAN 110 OR 1102
6 THE SIDE SEWER STUB SHALL HAVE PIPE BEDDING IN ACCORDANCE WITH STANDARD PLAN 405
7 ALL SIDE SEWER STUBS SHALL BE INSTALLED BY A CONTRACTOR LICENSED AND BONDED IN THE STATE OF WASHINGTON
SIDE SEWER STUB STD. PLAN - 406.1
• PUBLIC WORKS INSTALLATION
DEPARTMENT Martin PaStUCh V26/202
(SEWER MAIN TO PROPERTY LINES D98B449D
r, W.I.,e,"M,n.na DATE
1 12:
S-417604
R-41761 0
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
AIII IL
Michael Sippo 10/07/2024
WASTEWATER UTILITYiIIIII'
jstowell10/08/2024 '
SCALE:
DATE:
VERTICAL: NAVD 1988
83/1 • BASSANO MULTI -FAMILY 11.20.20
AS NOTED HORIZONTAL: NAD 193/1991 o O T Y OF
STANDARD STORMWATER DETAILS AND NOTES FIELDBOOK:
RENTON PAGE:
ONE INCH L�TUM • DRAWING NO:
AT FULL SCALE aw'4,v Planning/Building/Public Works Dept. 117 WELLS AVENUE S Ci 1 0
IF NOT ONE INCH
SCALE ACCORDINGLY RENTON, WASHINGTON 98057
11=
: OF:
10 20
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