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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'
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_
_
(MJ) ON EXIS77NG 6" Wi47ER MAIN TO
" 40- ---- -- - - - ---__--_-__- -- - -
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RESTRAIN NEW 90' BEND)
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PROPOSED CO 1, TYPE 1
6'r DI CL. 52
I
12 LF 6" DI CL. 52
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UNCOVERED MUL Tl-FAMIL Y STA. 2+70.67, 19.05' L
15' WATER UTILITY
4
W SOLID SLEEVE
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BALCONY (TYP.) STRUCTURE RIM 39.67
EASEMENT
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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
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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)
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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
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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
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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
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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
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°
LARGE CAPACITY OIL INTERCEPTOR CLEAN OUT TO BE PROVIDED AT 77E /N
TO EXIS77NG 6 PVC SANITARY SEWER
a I
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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
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1-6" GATE VALVE (FLxMJ)
SLOPE WILL MEET MIN/MUM STANDARDS
a
1-FIRE HYDRANT ASS'Y
SSCO TYP.
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PER COR STD. PLAN
INSTALL 1" SERVICE LINE WITH 6y D
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310.1, 310.2 AND 310.3
SINGLE /" IRRIGA77ON METER AND
( °
(SEE DETAIL SHEET C12)
DCVA ASSEMBL Y BEHIND METER
° I
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12 LF 12" D/ CL. 52
(COR STD PLAN 320.1 & 340.8)
/
2.5 x 3 WA 7FR
EASEMENT
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WATER SERVICE LINE
EXIS77NG 29 LF 6"
I
I
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TO BE CONNECTED TO
PVC SEWER S1UB
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NEW 12" W47ER MAIN
STA. 2+6Z 15, 5.5' R
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a
1-12" GA TE VAL VE MJxMJ
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210 LF 12" D/ CL. 52
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-------WATER SERVICE LINE
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TO BE CONNECTED TO
NEW 12" W47ER MAIN
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SSMH
Cn
RIM=41.26
CL CHANNEL=34.21
cn
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SAWCUT PER COR STD.
I
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DTL. 110.1
(SEE DETAIL SHEET CB)
II
'
II
EX. 6" WA7FR MAIN TO
BE ABANDONED /N
\
II
PLACE
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II
II
°
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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
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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
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N0.
REVISION
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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
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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
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I jFG=40.14° o
�_• J 1. % °
FG=40.19 Q.
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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
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TC = 40.05
BC = 39.55 �l
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FL = 39.59
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(SEE DETAIL SHEET C8) ° I // I I
-----------------------
I c -
--
j------- - ---FG = 40.37-
A M /
FG = 40.28
FL 39.73
1 59 _ =
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1.5_��
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ro
FL = 39.84
EG = 40.50 1
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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
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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DEVELOPMENT ENGINEERING
Michael Sippo 10/07/2024
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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