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0 EX.1.5" IRRIGATION MET
U I WITH DCVA, AS PER 340.
G
0 30'
O +I
30' �
2
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INSTALL POLYPIG
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AS PER COR STD 300., ;t
w STA:0+24.40
V OFFSET:0.078LT
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2+w
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Q EX. 10" CONNECTION
TO EX. 12" WATER MAIN
ALIGNMENT: Grant Ave
STA: 3+58.70'
OFFSET: 2.727RT
30
EX. 12" WATER MAIN
CO
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INSTALL POLYPIG
AS PER COR STD 300.7
STA: 10+07.54
OFFSET: 0.005RT
EX. 10" CONNECTION
TO EX. 12" WATER MAIN
ALIGNMENT: Grant Ave
STA: 4+77.96
OFFSET: 15.20ORT
2�
J
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NE 1 /4 OF THE SW 1 /4 OF SEC. 20, T. 23N., R. 05 E, W.M.
GRANT PLACE TOWNHOMES
NOTE:
THE UTILITIES HAVE BEEN PARTIALLY UPDATED TO REFLECT AS -BUILT
CONDITIONS. ADDITIONAL AS -BUILT SURVEY REQIRED
TO OBTAIN INVERT ELEVATIONS ON STORM AND SANITARY SEWER.
EX. 10" WATER SUPPLY
PROVIDE ASPHALT BUMP OUTS
10" GATE VALVE FIRE HYD. CONN. FOR THE MAINTENANCE ACCESS
FIRE HYD. CONN. J=��=STA: 2+65.42 AS PER 310.10 OVER VALVES AT THE CONCRETE SIDEWALK
AS PER 310.10 o v
FIRE HYD. CONN. OFFSET: 0.800RT STA: 3+65.70 SEE DETAIL ON C6.0
EX. FIRE BEND AS PER OFFSET: 0.826RT
STA: 0+75.54 � AS PER 310.10
ER HYDRANT OFFSET: O.000T STA: 1+03.41��� GRANT CIRCLE S.E. (PRIVATE ALLEY) PORTION OF Pf,� 013 BEND AS PER 330.10
80 OFFSET: 0. STA: 2+62.16 �w STA: 4+72.80
OFFSET: 0.787RT OFFSET: 0.000T
N89°09'24"E
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5
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_ EX 37LF, 10" DI CL52-
�. ;� � \ =
;+ 2•
3+00 �IT
4+00
2+00-W - EX 107LF, 10" DI CL52
EX 159LF, 10" DI CL52 EX 104LCL52 p
_ __ S
i l Y-.
4°
Qx
4 -1" WATER SERVICE �O,
5 -1" WATER SERVICE 4 -1" WATER SERVICE 4 -1" WATER METER 10" TEE!,���S
5 - 1"WATER METER PER 320.10 4 -1" WATER METER PER 320.10 10" GATE VALVE
BUILDING 1 EX. IRE PER 320.10 EX. FIR STA: 5+38.45
(FOUNDATION NLY) HY RANT (FOUND TION ONL ) HYDRA T OFFSET: 0.000T
il
RAISE EX. FIRE HYDRANT 1.54'
FIRE HYD. CONN.
a• ' d.'LO
AS PER 310.10 _ .
a STA: 5+41.74
OFFSET: 0.008LT
u= r
EX. IRE UILDING 7 EX. FI E LO
BUILDING (FOU DATION 0 LY) 4 HYD NT JG 6 x '.
(FOU DATION�I_Y) HY RANT
4 1" WATER SERVICE w
5 -1" WATER SERVICE 4 -1"WATER SERVICE
EX. FI 5 1"WATER METER 4 1"WATER METER 4 1" WATER METER i e R
PER 320.10 T
BEND AS PER 330.10
STA: 5+11.43
OFFSET: 0.000T 10" GATE VALVE
ALIGNMENT: ACCESS END
BEND AS PER 330.10 STA:-0+03.51
STA: 5+19.28 OFFSET: 5.608LT
OFFSET: 0.022RT
d \
°
of 'UI
X,•,
BUILDIN
4
lr
1 Ln
5 -1" WATER SERVICE
5 -1" WATER METER
o
PER 320.10
rcn
ri
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_ _J°44
EX 119LF, 10" DI CL52
AIR -VAC
s
10" GATE VALVE
HOUSIN
FOR
"
STA: 5+48.00
T
E TREE M
TERS
OFFSET: 0.000T
SEE SHE
T 6.3
5 -1" WATER SERVICE
in
5 -1" WATER METER
PER 320.10
15PUBLIC UTILITY WATER EASEMENT
EX. 10" WATER SUPPLY
EX. BLOWOUT VALVE
AS PER STD. DET. 340.10
(WATER MAIN HIGH POINT)
\ ALIGNMENT: ACCESS END
STA: 1+15.83
OFFSET: 12.934LT
, .y
°
C,
o EX. CAP
-
I ALIGNMENT: ACCESS END
t_---
c- STA: 1+11.84
rn OFFSET:5.886LT
d..
w
, 6
�00
.°
E3 U
Q PRIVATE ALLEY
.. °.. . ° y ° 'L--J-1•---1. d 9 �-_ J , \ ° F-- L__�-� --�J a ____ ____ ____ _ _
EX 116LF, 10" DI CL52 = 8+00 EX 121LF, 10" DI CL52 7+0 EX 101LF, 10" DI CL52 +`L`�VV`` N o j 89°09 29 j GN P 115.7�NAG
-0�- +0� 9 v' P� pan god
ELECTRICAL EX. 10" WATER SUPPLY
1uNcnoN Box 10" GATE VALVE
0\ FIRE HYD. CONN. AS PER 310.10 STA: 8+34.11
FIRES 3-Ir �O d' STA: 9+52.88 FIRE HYD. CONN. AS PER 310.10
HYDRANT 1 -- s':,., p OFFSET: 0.024LT
i OFFSET:0.064RT STA:7+16.14
RISER ='<M PARCEL 326060-0000
OFFSET:O.000T
HERITAGE VILLAGE CONDOMINIUM
PROVIDE ASPHALT BUMP OUTS
BEND AS PER 330.10 FIRE HYD. CONN. AS PER 310.10
k PROVIDE ASPHALT BUMP OUTS FOR THE MAINTENANCE ACCESS
STA: 9+89.73 STA: 8+37.33
FOR THE MAINTENANCE ACCESS OVER VALVES AT THE CONCRETE SIDEWALK
\ OFFSET' 0 OOORT OFFSET: 0.009LT
FIRE SPLINKERS:
FIRE SPLINKERS ARE REQUIRED TO BE INSTALLED
ON BUILDINGS WITH 5 UNITS: BUILDING 1, 4, 5 AND 8
AS PER NFPA 13 AND IBC2021
NOTE:
FILL AND COMPACT ROADWAY TO FINAL SUBGRADE BEFORE
EXCAVATION FORINSTALLATION OF NEW WATER LINES.
NOTE:
LOCATION AND ELEVATIONS FOR
THE WATER MAIN ARE BASED ON
POTHOLING AND AS -BUILT SURVEY
I OVER VALVES AT THE CONCRETE SIDEWALK SEE DETAIL ON C6.0
SEE DETAIL ON C6.0
SSMH-A (CENTER STRUCTURE) GRANT CIRCLE S.E. (PRIVATE ALLEY)
yip ;= RIM=315.57
•t :': CTR CH.=303.42
' TBM
{ • ALL MECHANIC -JOINT FITTINGS SHALL HAVE RESTRAINT RETAINER -ISLANDS SUCH AS MEGALUG 1100
hn pO
TELEPHONE
" RISER
SSMH-B (CENTER STRUCTURE) /
RIM=312.64
CTR CH.=302.54 0
0
TOPOGRAPHY, BOUNDARY, AND UTILITIES STATEMENT
FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY,
BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE
CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD
VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING
UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE
PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE
PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF
FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES.
Know what's below.
Call before you dig.
NOTE SHUT DOWN
OF WATER MAIN
SHALL BE
SEQUENCED AND
COORDINATED
WITH THE SITE
INSPECTOR SUCH
THAT HYDRANTS
REMAIN
OPERATIONAL TO
PROVIDE FIRE
PROTECTION FOR
PARTIALLY
CONSTRUCTED
STRUCTURES.
8/23/2024
SERIES OR RO-MAC 600 SERIES ROMBIGRIP AND CONCRETE BLOCKING.
• 18" MINIMUM VERTICAL SEPARATION BETWEEN WATER MAIN AND GAS MAIN.
• ALL UTILITIES SERVING THE SITE SHALL BE UNDERGROUND.
• A DCVA IS REQUIRED DOWNSTREAM OF THE DOMESTIC WATER METER TO EACH BUILDING. THE DCVA
WILL BE INSTALLED IN THE GARAGE AND IT MUST BE INSTALLED ON THE BUILDING WATER SUPPLY
LINE BEFORE THE FIRST WATER FIXTURE.
• A 15' PUBLIC UTILITY WATER EASEMENT IS REQUIRED TO BE PROVIDED. EASEMENT SHALL BE
CENTERED OVER THE WATER SYSTEM AND INCLUDE ALL MAINS, HYDRANTS, WATER METERS AND
BLOW OFF ASSEMBLIES.
• WATER MAIN TO BE SHUT-OFF (BY CITY FORCES) PRIOR TO THE REMOVAL AND RE -INSTALLATION OF
THE WATER SERVICES (BY DEVELOPER). PRESSURE AND PURITY TESTING OF THE WATER MAIN
REQUIRED.
• ALL 1" WATER SERVICE LINES AND WATER SETTERS THAT DO NOT CURRENTLY COMPLY WITH STD.
PLAN 320.1 SHALL BE REMOVED AND RE -INSTALLED PER THE STANDARD PLAN.
• ALL WATER METER SETTERS THAT CANNOT BE RAISED TO FINISH GRADE SHALL BE REMOVE AND
REPLACED SUCH THAT SETTER COMPLIES WITH COVER REQUIREMENT AS PER STD. PLAN 320.1.
• WATER MAIN SHALL HAVE 3 FEET OF COVER. POTHOLE ALL WATER SERVICES AT EX. WATER MAIN TO
CONFIRM 3 FEET OF COVER. IF COVER IS NOT MET, REPLACEMENT OF WATER MAIN IS REQUIRED AT
LOCATIONS THAT DO NOT SATISFY REQUIREMENT. ENGINEER OF RECORD SHALL PROVIDE
CONFIRMATION TO THE CITY'S PROJECT MANAGER.
CONTRACTOR SHALL POTHOLE AND FIELD VERIFY VERTICAL AND HORIZONTAL LOCATION OF EXISTING
HIGH PRESSURE GAS LINE BEFORE INSTALLATION OF ALL NEW UTILITIES IN GRANT AVENUE SOUTH TO
ASSURE THAT MINIMUM VERTICAL AND HORIZONTAL SEPARATION CAN BE MAINTAINED. CONTRACTOR
SHALL NOTIFY ENGINEER IF SEPARATION CANNOT BE MAINTAINED IN ORDER TO DEVELOP ALTERNATE
DESIGN.
WATER SERVICE WILL BE PROVIDED BY THE CITY OF RENTON. THE SITE IS IN THE ROLLING HILLS SERVICE
AREA IN THE 490 HYDRAULIC PRESSURE ZONE. THERE IS AN EXISTING 12-INCH CITY WATER MAIN LOCATED
IN GRANT AVENUE S THAT CAN DELIVER A MAXIMUM TOTAL FLOW CAPACITY OF 3,400 GALLONS PER
MINUTE (GPM). THE APPROXIMATE STATIC WATER PRESSURE IS 77 PSI AT THE ELEVATION OF 310 FEET.
THE SITE IS LOCATED OUTSIDE OF AN AQUIFER PROTECTION AREA.
FIRE SERVICE
AS PER HEARING EXAMINER DECISION BY CITY OF RENTON DEPARTMENT OF COMMUNITY & ECONOMIC
DEVELOPMENT (LUA23-000283, PP, SA, ECF, MOD, V-H) PROVIDED WATER SUPPLY SYSTEM CAN SUSTAIN
PRESSURE AND FLOW CAPACITY FOR THE USE OF FIRE SPRINKLER.
FIRE SERVICE CONNECTION CONNECTION IS PROVIDED TO EACH UNIT INDIVIDUALLY BY MEANS OF
EXISTING 1" SIDE CONNECTION VIA 1" METER.
SURVEYED:
4 PER CITY COMMENTS DAF 08/26/24 DESIGNED:
3 PER CITY COMMENTS DAF 07/29/24 DAF
2 PER CITY COMMENTS DAF 05/21/24 DRAWN:
TJW, FEM
1 PER CITY COMMENTS DAF 04/04/24 ZCHECKED:AF
NO. REVISION BY DATE 1 APPR APPROVED:
i 15.�SNAG
GA /
N rn
1
BEND AS PER 330.10
STA: 5+89.07
OFFSET: 0.000T
BEND AS PER 330.10
STA: 6+15.10
OFFSET: 0.000T
BEND AS PER 330.10
STA: 6+25.67
OFFSET: 0.000T
STATIONS
STATIONS ARE AS PER WATER MAIN PROFILE
UNLESS STATED OTHERWISE.
VALVE COVER
CONCRETE SIDEWALK
ASPHALT MAINTENANCE BUMP OUT
10" MAIN VALVE
CONCRETE SIDEWALK BUMP OUT STA. 8+37
SCALE: 1 "=5'
VALVE COVER
CONCRETE SIDEWALK
ASPHALT MAINTENANCE BUMP OUT
- 10" WATER MAIN
CONCRETE SIDEWALK BUMP OUT (TYP)
SCALE: 1 "=5'
SCALE:
1 "=30' HORIZVONnTAL CAL NA;96�;,99, CITY OF
vR
RENTON
ONE INCH DATU M
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
PROPOSEDLEGEND
�\ �_ GRASSCRETE ACCESS
ASPHALT PAVEMENT
CONCRETE PAVEMENT
PROPERTY BOUNDARY
- - - - - - - EASEMENT LINE
ROW DEDICATION
EX WATER VALVE
EX WATER MAIN
MAIN
ANCE
T
CONCRETE
SIDEWALK
CONCRETE SIDEWALK BUMP OUT STA. 5+40
SCALE: 1 "=5'
FURR
VENGINEERING
\&RVIMS, PLLC
4715142nd PI. SW #B,
Edmonds, WA 98026
ph 206.890.8291
Al
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W-429001 I�
IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0
WATER UTILITY k z
ABDOUL GAFOUR 09/13/2024 � DEVELOPMENT ENGINEERING � �
NJanders 09/16/2024 '
0
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DATE:
GRANT PLACE TOWNHOMES 12/04/23
1600 GRANT AVE S RENTON, WA 98055 OOK:
PAGE:
PARCEL 2023059052 PAGE:
DRAWING N0:
20069 cc
WATER PLAN SHEET: OF:
C6.0 28 V
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75
355
350
345
340
335
330
325
320
315
310
305
300
295
290
285
280
275
NE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M.
GRANT PLACE TOWNHOMES
E
.CB #14
BLDG 1
BLD
2
BLDG
3
1-10" 45° BEND (MJxMJ)
X.SSMH #6
1-10"
22.5° BEND (MJxMJ_
BLIDE
BLDG
7
M EL 297.71
I
I
6
R
13 LF
10" D.I.
I
I
I
I
WITH BLOCK 3 LF 10" D.I.
TA 5+51.20
STA:
5+89.07
1
" IE 288.17E
a
STA: 4+72.80 „
IM EL 345.05
CP:
335.65
"
"
1 IE 288.37 (SE)
"
EX
FMH#1
I
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4 LF 10 D.I.
CP: 333.44
IE IN 335.16 (E
RI
EL 300.76
1 IE 288.16 (W)
I
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15 LF 10' D.I.
" IE OUT 335.16
S)
„
26 LF 10 D.I.
12"
E 290.82 S
J
8 LF 10" D.I.
51 LF
10" D.I
1-
j`
12"
E 288.52 (W)
�
I
�
RELOCATE EX. WATER MAIN
50 LF SECTION. SEE NOTES
I
I
I
� �
I
I
�
39LF 10" D.I. -
- - �
CP: 333. 6
EX.SS H #8
1107 LF
10" D.I.
r
o�
_�
19 LF 10" D.I.
/
I I M
I PROVIDE ETHOFOAM PAD
6 LF 10" D.I.
STA 1+50.07
I
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EX
RIM EL 313.68
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91 LF
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10 D.I.
I I
AT EWE SIDE AND WATER
I
8" IE IN 306.30
E)
I
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SERVICE
R.O.W.
1-10"4" F.H. ASSEMBLY
8" IE OUT 306.
0 (S)-
2' ROW DEDICATION
STA: 0+75.54
r/
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CP: 299.17
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-1
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II
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- -
1-10" VALVE MJxMJ
(
r
16 LF 10" D.I.
1-10" 11.25°
STA: 5+47.96
I
-
EX.CB #8
I
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BEND MJxMJ)
CP: 338.17
EX SDMH-
RIM EL 3.51
I
_
of 10
LF 1.0� D.I.
I
I
_
WITHBLOCKRim-F-..
r
fi
- -
STA: 5+11.43zz�
CP: 337.22
12" IE 286.71
(E)
I
12" IE 30).63 (S)
I
N
-
12" IE 287.21
(SE)
- ' 11.25° (MJxMJ) BEND
I
I
12" IE 290.01 (N)
I
_ _
12" IE 290.1 (NE) I
WITH CONC BLOCK I
EX.CB #1
ND (11.25°
BEND (MJxMJ)
INSTALL V
1-10" 11.25°
BEND MJxMJ
(MJxMJ)
_
.01
STA: 1+03.29
RIM EL 33
WITH BLOCK
AIR -VAC
STA: 6+25.67
CONNECT TO EX 12" WA
CP: 303.18
�,
STA: 5+18.91 -
RELEASE
CP: 331.47
1 10 x6 F.H. AS EMBLY
-
1-12"x10" CUT -IN TEE)
/
/
coM
1-10 x6 F.H. ASSE
BLY
12" IE 332.9E
CP: 337.22
ASSEMBLY
STA: 7+16.14
ti
PER COR STD DTL 300.40
/ /
1 -1
"VALVE (MJx
J)
STA: 3+65.70
ON HIGH
10 LF 10" D.I.
C : 324.93
1-10" VALVE (FLxMJ)
Lu
/
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CP: 324.89
�, -
1-10 VALVE (MJxMJ)
POINT OF
WATER LINE
+
o
2-10" 45° BEND (MJxMJ) � I
/ / o
6,
N
CP:
317.94
1-10' TEE (MJxMJ)
I
EX #4
0
„
WITH CONC BLOCK Z
>
co
159 LF 10
D.I.
EX.SSMH
#9
WITH BLOCK
PER RENTON
STA 6 27.31
121 LF 10 D.I. usi
N
IIIo
1-2LF 10" SPOOL (MJxMJ) a
; _z
1 10
STA: 5+38.45
STD PLAN 340.3RIMEl-
+
co
6 F.H. ASSEM
LY
coo
12 GATES VALVES (FLxMJ) I Q I
ri
RIM EL 327.
2
RIM EL 3
5.10
CP: 337.22
8" IE I
328.75 NE
( )
IN CASE VERTICAL SEPARATION IS LESS
w z
STA: 0+00.00 Z >
EX.
B #9L
STA:
+62.16
12" IE 323.9
(E)
8" IE OU
326.75 (W)
8" IE
UT 328.65 (W)
THAN 18"PROVIDE LAYER OF ETHOFOAM Q
CP:291.75 - -PIPES.-
PROTECTION BETWEEN ~
- ��
12"(/)
1312.18
28 LF 10" D.I.
(E)
J
Q
RIME
340.60
LLJ
12" I
312.18 (W)
1-10"x6" F.H. ASSEMBLY
12" IE
37.92 (NW)
VERIFY FIELD CONDITIONS -
S +41.74
4 LF 10" D.I. -
1-10" 11.25° (MJxMJ) BEND WITH CONC BLOC
CP5337.22
=
EX. S
MH #5
STA: 0+69.41
RIM EL 319.95
STA 5
1.45
U
CP: 298.41
12" IE 315.99 ()
EX.
B #6
RIME
341.84
3 LF 10" D.I.
1-10" 11.25° (MJxMJ) BEND WITH CONC BLOCK
Q
12" 1341.60E
()
8" IE I
332.81 (N)
TOP OF EX. 12" 14 LF 0" D.I.
STA: 0+56.55
12" I
341.59 (NW)
8" IE OJT
332.76 (SW)
STORM PIPE
CP: 295.96
STA: 0+10.29 1-10" 11.25° (MJxMJ) COUPLING
WATER
PROFILE
GRANT CIRCLE
SE (F
RIVATE ALLEY)
CP: 291.41 TOP OF EX. 8" STA: 0+24.40
1-10" 22.5° (MJxMJ) BEND WITH CON
BLOCK
-
-
_
HIGH PRESSURE GAS PIPE CP: 293.31
STA: 0+38.01
STA: 0+25.13 INSTALL POLYPIG
CP: 293.27
CP PER COR STD PLAN 300.7
I
0+00
BLDG 8 -
I I
0+50
I
I
EX.S MH #3
STA 9 F57.59
RIM El. 312.84
8" IE IN 305.28 (N
1 +00
TOP OF EX. 8"
HIGH PRESSURE GAS PIPE
STA: 10+28.75
CP: 302.01
TOP OF EX. 8"
HIGH PRESSURE GAS PIPE
STA: 10+23.57
. CP: 301.71
EL 309.41
1 +50
2+00
355
350
345
340
335
8 IE 11305.28
8" I
(E)
39;.23 (S)
V)
L JVJ.VV 1VV)
PROVIDE ETHOFOAM PAD
cn
AT GAS AND STORM
116 LF 10" D.I.
CROSSINGS
330
RIM EL 307.
6
ZD
I `Z
6 LF 10" D.I.
PROVIDE
I
12" IE 303.89
(W)
12LF10"D.I.
ETHOFOAM PAD
Q
325
711
F-AATSE-V'E f �
I
12" IE 303.89
(N)
F-
z
CONNECT TO
„
X 12 WA
AND WET R r
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1-12"x10" CUT -IN TEE (FLxFL)
SERV I
I
I
(�IF
1 10° VALVE (FLxMJ)
320
o
0
2-10 45 VERT BEND (MJxMJ
x
I
WITH CONC BLOCK
-
2
1-2LF 10" SPOOL(MJxMJ)
315
'
ROD
2-12" GATE VALVES (FLxMJ)
-'
DED.
STA: 10+46.54
310
"' � CP:302.26
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1 10"x6" F.H. ASSEMBLY 1-10"x6" F.H. A o -1 305
-STA: 8+37.33 STA:: 308.81 TOP OF EX. 12'
_CP: 315.59 CP: 308.81 STORM PIPE
37 LF 10" D.I. 300
1 10" VALVE MJxMJ 10" WATER MAIN STA: 10+35.63
(MJxMJ) RELOCATE EX. WATER MAIN STA: 10+30.27 CP: 301.27
STA: 8+34.11 50 LF SECTION. SEE NOTES o 22 LF 10" D.I. CP: 300.23 295
CP: 315.59
1-10" 11.250 BEND (MJxMJ) W/ CONC. BLOCK 1-10" 22.5° (MJxMJ) VERT BEND
STA: 9+89.90 WITH CONC BLOCK 1 290
ALL MECHANICAL JOINT FITTINGS CP: 302.29 STA: 10+07.54
SHALL HAVE MEGALUG RESTRAINT CP: 300.22
RETAINER GLANDS (OR APPROVED 12 LF 10" D.I. 5 LF 10" D.I. 285
EQUAL) EX. CB #1
TOP OF EX. 12" 1 10" 11.25° (MJxMJ) COUPLING WI CONC. BLOCK
RIM EL 306.95 STA: 10+02.28
_T STORM PIPE 280
STA: 9+93.68 12" 1302.54 (N) CP: 301.50
CP: 298.10 INSTALL POLYPIG
PER COR STD PLAN 300.7 275
9+00 9+50 10+00 10+50 11+00
WATER PROFILE - GRANT CIRCLE SE (PRIVATE ALLEY)
V: 1 "=10' H: 1 "=30' _
8+50
TOPOGRAPHY, BOUNDARY, AND UTILITIES STATEMENT
FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY,
BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE
CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD
VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING
UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE
PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE
PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF
FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES.
Know what's below.
Call before you dig.
8/23/2024
2+50
385
380
375
370
365
360
355
350
345
340
335
330
325
320
3+00
3+50
4+00
4+50
5+00
PVI STA: 0+28.74
PVI EL: 346.93
K: 1.86
12'VC
BLDG
4 & 5
04 co
+ +
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PVI STA: 0+16.10
PVI EL: 345.00LIJ
-
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II
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CR
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-
ASSEMBLY
STA: 0+00.00
U "' U "' I
'
STA:1+15.83
ELEV: 344.51
m ED w w �_
o
ELEV:349.28
3.0000
° 1-10" CAP (MJ)
��
1"AIR VAC
WITH CONC. BLOCK
STA: 1 +11.84
CP: 349.28
r' 119LF10"D.I.
c
M
1-10" TEE (MJxMJ)
EX.SSM #7
1-10" 450 BEND (MJxMJ)
STA 1+09. 9
STA:-0+06.81
CP: 337.22
8" IE OUT
343.49 (W)
STA 5+ 1.20
RIM EL 345.05
1-10" VAVLE (MJxMJ)
STA:-0+04.47
8" IE 01 JT 335.16 (S)
CP: 337.22
4 PER CITY COMMENTS
3 PER CITY COMMENTS
2 PER CITY COMMENTS
1 PER CITY COMMENTS
H0
0+00
0+50
WATER PROFILE - ALLEY BLDG 4 AND 5
V: 1"=10' H: 1"=30'
FITIRM •►
1 +00
SURVEYED:
DAF
08/26/24
DESIGNED: DAF
DAF
07/29/24
DAF
05/21 /24
DRAWN:
TJW, FEM
DAF
04/04/24
CHECKED:
DAF
BY
DATE
APPR
�PRovm:
385
380
375
370
365
360
355
350
345
340
335
330
325
320
1 +50
5+50
6+00
6+50
7+00
NOTE:
LOCATION AND ELEVATIONS FOR
THE WATER MAIN ARE BASED ON
POTHOLING AND AS -BUILT SURVEY
NOTE:
REPLACEMENT OF WATER MAIN
WILL REQUIRE SHUT DOWN OF
WATER SYSTEM. CITY FORCES
SHALL PERFORM SHUT DOWN.
1' URR
CNOINEERIN6
SERVICES, PLLC
4715 142nd PI. SW #B,
Edmonds, WA 98026
ph 206.890.8291
SCALE:VEffn_
1 "=309 HORIZONTAL- N DV 1983/1991
CITY OF
RENTON
ONE INCH DATU M vugv
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
7+50
8+00
355
350
345
340
335
330
325
320
315
310
305
300
295
290
285
280
275
NOTES:
- ALL WATER MAIN PIPES ARE 10" D.I. CL52
STATIONS ON THE GRANT CIRCLE SE PROFILE ARE AS PER PIPE CL
- STATIONS ON THE ALLEY AREAS PER ACCESS END ALIGNMENT
0
N
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u
N
Q
J
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T
0
0
0
N
W-429002 I�
IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0
DEVELOPMENT ENGINEERING z
WATER UTILITY �,� .�
ABDOUL GAFOUR 09/13/2024 NJanders 09/16/2024 0
W
U
Q
GRANT PLACE TOWNHOMES 11/21/23
1600 GRANT AVE S RENTON, WA 98055 FIELDBOOK:
PAGE
PARCEL 2023059052 DRAWING NO:
20069 oC
WATER PROFILES SHEEP: OF: %•
C6.1 28 �/
VJ
W
O
2
z
O
W
U
a
n
I—
z
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u
EXISTING
WATER MAIN
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
8'+
a a o
;7//// �� oOo NEW DI WATER MAIN
a
TEMPORARY BLOCKING
® CONNECTION TO EXISTING MAIN (BY CITY FORCES)
(1) TEE (FLxFL)
(2) DI SPOOLS
(2) LONG BODY DI SLEEVES (MJ) OR COUPLING ADAPTERS (ROMAC 501 OR EQUAL)
(3) GATE VALVES (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)
1 NEW DI WATER MAIN
NOTES:
1. ALL CONNECTIONS TO EXISTING WATER MAINS WILL BE CONDUCTED BY CITY FORCES AS
SPECIFIED IN SECTION 5-14.2 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 THREE VALVES
VALVE BOX AND LID
SECTION A -A
C
8" TO 12"
MATERIALS
STD. PLAN - 300.3
6/28/2023
Macon Pastu[ha DATE
Publk Works Atlministnt«
VALVE OPERATING NUT EXTENSION
7 2" SQUARE
OPERATING NUT
MAIN 4%4' DIAMETER
Ys" MIN THICKNESS
1" DIAMETER STEEL,
LENGTH AS REQUIRED
MIN THICKNESS
7 2Y4' INSIDE MEASUREMENT
21/4" DEPTH
NOTES:
1. EXTENSIONS ARE REQUIRED WHEN VALVE NUT IS MORE THAN 3'
BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A MINIMUM
OF V LONG. ONLY ONE EXTENSION TO BE USED PER VALVE.
2. ALL EXTENSIONS ARE TO BE MADE OF STEEL, SIZED AS NOTED,
WITH ANTICORROSION COATING CONFORMING TO AWWA C210
VALVE MARKER POST
/O
TWO-PIECE VALVE BOX WITH REGULAR
BASE SECTION TO FIT AND STANDARD 8"
34"
OA
VALVE BOX
TOP SECTION, OLYMPIC FOUNDRY INC
940 OR RICH #045 (NON -LOCKING)
3"
MIN
E
COVER TO MATCH VALVE BOX
B
O
VALVE BOX LID
MANUFACTURER, TO READ "WATER",
62"
WITH EARS IN DIRECTION OF WATER
>
\\
MAIN
\
�j
8" THICK HMA FOR VALVE IN PAVED
24'
\
OC
HMA COLLAR
AREA OR 3'x3'x6" CONCRETE PAD IN
'
UNPAVED AREA
1`
O
OPERATING
SEE DETAIL, THIS SHEET
NUT EXTENSION
WHITE MARKER POST WITH ANCHOR
E
O
MARKER POST
BARB AND BLUE LABEL TO READ
NOTES:
"WATER", CARSONITE UTILITY MARKER
CRM3 066-08 OR EQUAL
1. VALVE MARKER POST TO BE USED FOR ALL MAINLINE VALVES
OUTSIDE PAVED AREAS.
2. DISTANCE TO VALVE SHALL BE NEATLY STENCILED
ON THE POST
WITH 2" NUMERALS.
VALVE BOX, STD. PLAN - 330.7
PUBLIC WORKS APPROVED:
DEPARTMENT OPERATING NUT EXTENSION,( 6/28/2023
AND MARKER POST Martin Pa uda
pbrw•rka Aamim"mt« DATE
TOPOGRAPHY, BOUNDARY, AND UTILITIES STATEMENT
FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY,
BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE
CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD
VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING
UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE
PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE
PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF
FURR ENGINEERING SERVICES PLLC. PRIOR TO CONSTRUCTION ACTIVITIES.
Know what's below.
Call before you dig.
NE 1 /4 OF THE SW 1 /4 OF SEC. 20, T. 23N., R. 05 E, W.M.
GRANT PLACE TOWNHOMES
IV V 1 GJ:
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.
MATERIALS
COMPRESSION TYPE HYDRANT (SEE APPROVED MATERIALS LIST) WITH 6" MJ INLET WITH LUGS, 51/4" MVO,
OA
HYDRANT
1 Y4" PENTAGON OPERATING NUT, TWO (2) 2 Y2" NST HOSE NOZZLES, AND 4.875" SST PUMPER NOZZLE
EQUIPPED WITH S" STORZ ADAPTER AND 1/8" STAINLESS STEEL CABLE, WITH EXTENSION IF NECESSARY.
OB
TEE
MAIN LINE TEE WITH 6" FLANGE SIDE OUTLET
OC
VALVE
6" GATE VALVE (FLxMJ)
OD
VALVE BOX
VALVE BOX AND LID PER STD PLAN 330.7
OE
PIPE
CLASS 52 DI, LENGTH TO FIT
OF
JOINT RESTRAINT
MECHANICAL JOINT RESTRAINT WITH CONCRETE BLOCKING OR (2) 3/4" CORTEN STEEL TIE RODS
OG
GRAVEL
1 %4" WASHED DRAIN ROCK, MINIMUM 1' ABOVE BOOT FLANGE WITH 8-MIL POLYETHYLENE SHEETING
AROUND TOP AND SIDES OF GRAVEL
O
CONCRETE BLOCK
MINIMUM 16"x8"x4" CONCRETE BLOCKS UNDER FIRE HYDRANT AND GATE VALVE
OI
BLOCKING
CONCRETE BLOCKING PER STD PLAN 330.1
J0
SHEAR BLOCK
4'x4'x6" CONCRETE SHEAR BLOCK AROUND FIRE HYDRANT, SEE STANDARD DETAIL 310.2
O
PAVEMENT MARKER
BLUE REFLECTIVE PAVEMENT MARKER PER STD PLAN 310.3
• STD. PLAN 310.1
t .} PUBLIC WORKS FIRE HYDRANT ASSEMBLY APPROVED:
DEPARTMENT
6/28/202L]36/28/2023
ryuhli<nWosks`Admimstrrtor DATE
PLAN
---
a
a
° L_-- _J H
� — J
A D
Pa d A<
%/ J da
/ G G A
PROFILE
MATERIALS
OA TEE MAIN LINE TEE WITH 4" SIDE OUTLET (MJxFL) WITH PLUG (MJ)
OB GATE VALVE 4" GATE VALVE WITH 2" SQUARE OPERATING NUT AND VALVE OPERATING NUT EXTENSION AS REQUIRED
PER STD PLAN 330.1
OC VALVE BOX AND LID VALVE BOX AND LID PER STD PLAN 330.8
OD FLANGE 4"x2" TAPPED FLANGE (FLxFIPT)
OE PIPE 2" BRASS OR BRONZE NIPPLE, LENGTH TO FIT
OF BEND 2" 90- BRASS BEND (FIPT x PACK JOINT), FORD C14-77-Q-NL OR EQUAL
OG ADAPTER 2"x2 Y2" BRASS ADAPTER (FIPTxMNST)
OH CAP 2 %i' CAP (FNST) WITH GASKET, NOT VENTED
OI METER BOX AND LID METER BOX, ARMORCAST A6001640PCX18, WITH METER BOX LID, ARMORCAST A6001947RCI-H7, TO READ
"RENTON WATER", EXPANSION JOINTS MUST BE INSTALLED 12" MINIMUM ON BOTH SIDES OF METER BOX
J0 BLOCKING CONCRETE BLOCKING PER STD PLAN 330.1
STD. PLAN - 340.1
• PUBLIC WORKS 2 BLOW -OFF ASSEMBLY APPROVED:
DEPARTMENT (PERMANENT) L_1vtjL 6/28/2023
o "w.`'+m„.k..— DATE
8/23/2024
4
PER CITY COMMENTS
3
PER CITY COMMENTS
2
PER CITY COMMENTS
1
PER CITY COMMENTS
►Na
ilk A ON N •►
MAIN
FINISHED GRADE 9" TO 12"
n
a a24" TO 90"
LOOP DOWN TO CENTERLINE OF WATER MAIN
TO PROVIDE SLACK IN SERVICE LINE TO METER
.I
Z
J
IN UNIMPROVED ROW,
w INSTALL. METER BOX
w CITY PRIVATE
a. AT PROPERTY LINE WITH
ap
1" COPPER TAILPIECE
a
PIPING PIPING
SIDEWALK
r,..
12"
TO 30„
nri
MATERIALS
CORPORATION STOP
1" BALL CORPORATION STOP WITH BALL VALVE, AWWATAPERED THREAD (CC) INLET, QUICK JOINT OUTLET,.
FORD FB1000-4-Q-NL OR A.Y. MCDONALD 74701BQ
TUBING
1" TYPE "K" SOFT COPPERTUBING
1" SETTER, QUICK JOINT INLET AND OUTLET, PADLOCK WINGS ON INLET ANGLE BALL VALVE, SINGLE CHECK
METER SETTER
VALVE ON OUTLET, FORD VBH74 15W-44-44-Q-NL, A.Y. MCDONALD 721-415WCQQ 44, OR MUELLER
B-24701-6AN, INSTALL CENTERED AND SQUARED IN METER BOX, PROVIDE ADAPTERS FOR 5/8"0/4" METERS
WATER METER
AMI WATER METER WITH RADIO AND BATTERY UNIT, TO BE PROVIDED BY THE CITY
METER BOX
METER BOX, ARMORCAST A6001946PCX18, WITH METER BOX LID, ARMORCAST A6001969RCI-H7, TO READ
LJ
"RENTON WATER"
'F
COUPLER AND PLUG
COUPLER (PACK JOINT x PACK JOINT), FORD C4#-4#-Q-NL, WITH 1" GALVANIZED PLUG IF SERVICE LINE TO
PROPERTY IS TO BE INSTALLED IN THE FUTURE
G
GRAVEL
1%4"WASHED GRAVEL
PUBLIC WORKS
DEPARTMENT
1" WATER SERVICE
STD. PLAN - 320.1
DATE
NOTES:=�
1.
AIR AND VACUUM RELEASE VALVE ASSEMBLY MUST BE INSTALLED AT THE HIGHEST POINT IN THE WATER MAIN. IF THE HIGH POINT FALLS
IN A LOCATION WHERE THE ASSEMBLY CANNOT BE INSTALLED, PROVIDE ADDITIONAL DEPTH OF MAIN TO CREATE THE HIGH POINT AT A
LOCATION WHERE THE ASSEMBLY CAN BE INSTALLED.
2.
LOCATE METER BOX OUTSIDE OF TRAFFIC AREAS, BEHIND THE CURB.
MATERIALS
O
CORPORATION STOP
1" BALLCORP WITH AWWA TAPERED (CC) INLETAND COPPER THREAD OUTLET, FORD FB600-4-NL OR EQUAL
OB
SWING JOINT
1" BRASS SWING JOINT
OC
PIPE
1" TYPE "K" SOFT COPPER TUBING
OD
COUPLING
1" STRAIGHT COUPLING (MIPT x PACK JOINT), FORD C84-44, MUELLER H15428, OR EQUAL
OE
GATE VALVE
1" BRONZE GATE VALVE, THREADED, RED -WHITE VALVE NO. 280, OHIO BRASS NO. 2500, OR EQUAL
OF
UNION
1" BRASS UNION
OG
PIPE
1" BRASS NIPPLE
OH
AIR &VACUUM
RELEASE VALVE
1" AIR AND VACUUM RELEASE VALVE ASSEMBLY, APCO NO. 143-C, VAL-MATIC NO. 201-C, OR CRISPIN UL10,
OR EQUAL
ASSEMBLY
OI
PIPE
1" GALVANIZED IRON NIPPLE
JC
BEND
1" 90a GALVANIZED IRON BEND
OK
UNION
1" GALVANIZED IRON UNION
OL
PIPE
1" GALVANIZED IRON PIPE, LENGTH TO FIT
(1) 2"X1" BELL REDUCER
OM
SWING JOINT
(2) 2" 90• STREET ELLS
ON
PIPE
2" GALVANIZED IRON PIPE, LENGTH TO FIT, FIELD LOCATE
OO
BEND
2" 180• RETURN BEND, OPEN PATTERN
OP
STRAINER
2" BEEHIVE STRAINER
®
METER BOX AND LID
METER BOX, ARMORCASTA6001946PCX18, WITH METER BOX LID, ARMORCAST A6001969RCI-H7, TO READ
"RENTON WATER"
OR
GRAVEL
1 V4" WASHED GRAVEL
STD. PLAN - 340.3
PUBLIC WORKS
1 AIR AND VACUUM RELEASE
APPROVED:
DEPARTMENT
VALVE ASSEMBLY
6/28/2023
Martin Pa.wtna DATE
wamw«waemmkmat«
SURVEYED:
DAF
08/26/24
DESIGNED:
DAF
DAF
07/29/24
DAF
05/21 /24
DRAWN:
TJW, FEM
DAF
04/04/24
CHECKED:
DAF
BY
DATE
APPR
APPROVED:
SCALE:
1 "=30'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL• NAVD 1988
HORIZONTAL- NAD 1983/1991
DATU M
w
z
J
Qr
I rr
LL- W
I DIRECTION OF FLOW
3„
DX 0 (MIN.)
6" MIN.
6"MIN.(TYP.) UNION (TYP.)
PLAN
3"MAX.
z 00 z
-Q 0
PO r'i
6"MIN.
TO CITY
METER STACKED METER SECTION\_6" MIN. FREE
BOXES DRAINING GRAVEL
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., A.TTN: WATER
UTILITYCROSS—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.
° PUBLIC WORKS �'4" TO 2" DOUBLE CHECK VALVE STD. PLAN — 340.8
` DEPARTMENT ASSEMBLY FOR IRRIGATION OR
,TOE RESIDENTIAL FIRE SPRINKLER MARCH 2O10
CITY OF
vR
RENTON
Planning/Building/Public Works Dept.
URR
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Vt
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SERVICES, PLLC
4715142nd PI. SW #B,
Edmonds, WA 98026
ph 206.890.8291
W-429003 Uj
IN COMPLIANCE WITH CITY OF RENTON STANDARDS O
2
WATER UTILITY DEVELOPMENT ENGINEERING z
ABDOUL GAFOUR 09/13/2024 NJanders, 09/16/2024
O
I—
W
U
Q
DATE: J
GRANT PLACE TOWNHOMES 11/21/23
1600 GRANT AVE S RENTON, WA 98055 PAGE, OK: z
PARCEL 2023059052 PAGE:
DRAWING NO:
20069 im
WATER DETAILS SHEET: OF:
C6.2 28 V
0
0
I
2
8
w
M
a
Z
J
0
N
,It
►7
90' BEND
45' BEND
C
CAP / PLUG 221z0 BEND
VJ B D
W
2
0
z
MINIMUM BEARING AREA
AGAINST UNDISTURBED SOIL (SF)PIPE
SIZE
PR RE
AO
Q
4J
Q
(PS)
4'
200
2/(1)
1/(NONE)
1/(NONE)
NONE
NONE
300
3/(2)
2/(2)
2/(1)
1/(1)
NONE
6"
200
4/(3)
3/(2)
3/(1)
1/(1)
1/(NONE)
300
6/(4)
4/(3)
3/(2)
2/(1)
1/(NONE)
8„
200
7/(5)
5/(3)
4/(3)
2/(2)
1/(1)
300
11/(8)
8/(5)
6/(4)
6/(4)
3/(2)
2/(1)
10"
200
11/(8)
8/(6)
3/(2)
2/(1)
275
16/(11)
11/(7)
9/(6)
5/(3)
3/(2)
12'
200
16/(11)
11/(8)
9/(6)
5/(3)
3/(2)
250
24/(16)
17/(11)
13/(9)
7/(5)
4/(3)
14"
200
22/(13)
16/(11)
12/(8)
6/(4)
3/(2)
250
33/(22)
23/(16)
18/(12)
9/(6)
5/(3)
16"
200
29/(19)
21/(14)
16/(11)
8/(6)
5/(3)
225
32 21)
23/(16)
17/(12)
9/(6)
5/(3)
18"
200
36/(24)
26/(17)
20/(13)
10/(7)
5/(4)
20"
200
45/(29)
32/(21)
24/(16)
13/(8)
7/(4)
24"
200
64/(43)
46/(30)
35/(23)
18Al2)
WWI
TEE 11 Y4- BEND * VALUES BASED ON SAFE BEARING LOAD OF 2,000/(3,000) PSF
0
B E SOIL TYPE SAFE BEARING LOAD (PSF)
o
w MUCK OR PEAT 0
U SOFT CLAY 1,000
Q SAND 2,000
J/� SAND AND GRAVEL 3,000
n CEMENTED WITH CLAY 4,000
HARD SHALE 10,000
z NOTES:
Q
1. MINIMUM BEARING AREA MUST BE ADJUSTED FOR PIPE SIZE, PRESSURE, AND SOIL CONDITIONS.
2. FITTINGS SHALL BE POLYWRAPPED PRIOR TO POURING CONCRETE BLOCKING.
3. CONCRETE BLOCKING SHALL BE CAST IN PLACE AND SHALL HAVE A MINIMUM OF 0.25 SF BEARING AREA AGAINST THE FITTING.
4. CONCRETE BLOCKING SHALL BEAR AGAINST FITTINGS ONLY AND SHALL BE CLEAR OF JOINTS TO PERMIT TAKING UP OR DISMANTLING
co JOINT.
5. CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE TO WITHSTAND FULL HYDROSTATIC TEST PRESSURE AS WELL AS TO CONTINUOUSLY
WITHSTAND OPERATING PRESSURE UNDER ALL CONDITIONS OF SERVICE.
U 6. ALL CONCRETE SHALL BE MECHANICALLY MIXED. JOB SITE MIXING, HAND -MIXED CONCRETE, AND MOBILE CONCRETE MIXERS ARE NOT
ALLOWED.
7. IN MUCK OR PEAT, ALL THRUSTS SHALL BE RESTRAINED BY PILES OR TIE RODS TO SOLID FOUNDATION OR MUCK OR PEAT SHALL BE
REMOVED AND REPLACED WITH BALLAST OF SUFFICIENT STABILITY TO RESIST THRUST.
S. CONCRETE BLOCKING SHALL BE LEFT OPEN OR SHEETED FOR MINIMUM 24 HOURS.
STD. PLAN - 330.1
PUBLIC WORKS CONCRETE BLOCKING APPROVED:
DEPARTMENT FOR HORIZONTAL FITTINGS �k� 6/28/2(
v-N-h.
nim w«waemmbirta DATE
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 MOD 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) MAY BE 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 PURITY TESTING.
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.
ti�Y o STD. PLAN - 300.0
�'a► PUBLIC WORKS WATER PLAN GENERAL NOTES
DEPARTMENT
MARCH 2O10
TOPOGRAPHY, BOUNDARY, AND UTILITIES STATEMENT.
FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY,
BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE
CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD
VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING
UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE
PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE
PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF
FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES.
11 i/4* AND 221/ ° BENDS
PIPE CLAMP AND
ANCHORROD
DL
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\/ \ ° �v A
// y
I- A -1
45' BEND
PIPE CLAMP AND
ANCHOR ROD
L w
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L >
A
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v
A
NE 1 /4 OF THE SW 1 /4 OF SEC. 20, T. 23N., R. 05 E, W.M.
MINIMUM DIMENSIONS
PIPE
SIZE
BEND
VOLUME
(CF)
A
D
L
11 Y4'
8
2.0'
3/q"
1.5'
4"
221l2
11
2.2'
2.0'
45°
30
3.1'
6"
11 Y4-
221/2°
11
2.2'
2.9'
3j4'
2.0'
25
45•
68
4.1'
8"
11 %4
16
2.5'
'/4'
2.0'
22Y2*
47
3.6'
45°
123
5.0'
12"
111/4'
32
3.2'
3/4'
2.0'
22Y2*
88
4.5'
3.0'
45°
232
6.1'
2.5'
11 %4
70
4.1'
V.
3.0'
16"
221/z°
184
5.7'
11/s,
4.0'
45°
478
7.8'
20"
111/4
91
4.5'
11/4"
3.0'
221/z°
225
6.V
4.0'
45°
560
8.2'
11 Y4
128
5.0'
11/4"
3.5'
24"
22Y2*
320
6.8'
1 %11
4.5'
45°
820
9.4'
* D = ANCHOR ROD DIAMETER
NOTES:
1. CONCRETE BLOCKING SIZES BASED ON 200 PSI HYDROSTATIC PRESSURE AND 3,000 PSI CONCRETE.
2. ALL CONCRETE SHALL BE MECHANICALLY MIXED. JOB SITE MIXING, HAND -MIXED CONCRETE, AND MOBILE CONCRETE MIXERS ARE NOT
ALLOWED.
3. PIPE CLAMPS AND ANCHOR RODS SHALL BE INSTALLED PER STD PLAN 330.4.
4. FITTINGS SHALL BE POLYWRAPPED AFTER INSTALLATION OF PIPE CLAMPS AND ANCHOR RODS PRIOR TO POURING CONCRETE BLOCKING.
5. WATER MAIN SHALL NOT BE PRESSURIZED UNTIL ALL TRENCHING WITHIN 100' OF VERTICAL BEND IS BACKFILLED AND COMPACTED TO
MINIMUM 3' COVER.
6. CONCRETE BLOCKING SHALL BE LEFT OPEN OR SHEETED FOR MINIMUM 24 HOURS.
PUBLIC WORKS CONCRETE BLOCKING
DEPARTMENT FOR VERTICAL FITTINGS
METERED BACKFLOW ASSEMBLY
(TO BE OBTAINED FROM CITY)
(1) 2 %" CONTROL VALVE
(1) CONSTRUCTION METER
(1) RPBA
iMETER 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
STD. PLAN - 330.2
DATE
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
6/28/2023
Ma --h.
Punnc wo.�ndmm�".ro, DATE
Know what's below.
Call before you dig.
8/23/2024
4 PER CITY COMMENTS
3 PER CITY COMMENTS
2 PER CITY COMMENTS
1 PER CITY COMMENTS
i•I•a
REVISION
PLACE TOWNHOMES
GARAGE DOOR
OPENING
8.25'
GARAGE DOOR
OPENING
8.25'
GARAGE DOOR
GARAGE DOOR
GARAGE DOOR
OPENING
OPENING
OPENING -
16.25'
16.25'
16.25'
#14
#15
#16
#17 8.58'
#18
4" CIP
F-G E 354.5
WALLLf
AB 354.4
TOW=349.5
FGE 351.5-
AB 352.7
_
AB 351.3
AB 349.8
AB 348.3
-
79
0.82'
RAMP TO GARAGE
FLOOR
0.62'
EDGE OF
CENTER OF
RAMP TO GARAGE METER BOX
TRAVEL LANE
DRIVE LANE
FLOOR
VIEW LOOKING FROM ALLEY INTO
GARAGES
SECTION VIEW
1.50'
BETWEEN GFE'
1.50'
BLDG #4
BETWEEN GFE'S
#14
#15
#16
#17
#18
11 J
s
t
L -
DETAIL "B"
DETAIL "A"
1.00,
10.00'
FOOTING
-
- -
-
20.00'
-
-
- -
L-
PRIVATE ALLEY
6C I VVCCIV UrC o
BUILDING 4 WATER METERS SHOWN
BUILDING 5 ARE OPPOSITE
PLAN VIEW
1.00,
EDGE OF
GARAGEDOOR
2.15
0.52'
2.15'
FURR
ENGINEERING
SERVICES,
4715142nd PI. SW #B,
Edmonds, WA 98026
ph 206.890.8291
EDGE OF Uj
GARAGE DOOR
4.03' I L
DRIVE LANE
4" THK REINFORCED
CIP WALL)
DETAIL "A"
EDGE OF
GARAGE DOOR
2.69' I
4" THK REINFORCED
CIP WALL
0.52' J .--- -- J
DETAIL "B"
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VIEW OF METER BOXES
SCALE: 1 "=5' p
By:
DAF
me..
_ 03/23/2021
Project No:
20069
Reference Sheet:
10 5 0 10 20 Drowing No:
SCALE: 1 INCH = 10 FEET
ruRR
ENGINEERING
SERVICES, PLLC
4715142nd PI. SW #B,
Edmonds, WA 98026
ph 206.890.8291
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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[DEVELOPMENT ENGINEERING � O%)
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Janders 09/16/2024
0
I-
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U
Q
SURVEYED:
SCALE:
1 "=30'
"ERT'°"` NAVD 1981
HORIZONTAL: NAD 1983/1991
CITY 0 F
0Q
GRANT PLACE TOWNHOMES
1600 GRANT AVE S RENTON, WA 98055
DATE:
11 21 23
/ /
DAF
08/26/24
DESIGNS DAF
FIELDBooK:
DAF
07/29/24
RENTON
PAGE.
J
L
DRAWN:FEM
DAF
05/21/24
TJW,
ONE INCH
DATUM
Planning/Building/Public Buildin Public Works Dept.
g/ g/ P
PARCEL 2023059052
DRAWING N0:
20069
DAF
04/04/24
CHECKED:
AT FULL SCALE
IF NOT ONE INCH
BY
DATE
APPR
SCALE ACCORDINGLY
WATER DETAILS
APPROVED:
SHEET: OF:
C6.3 28
