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(ROW 5)
SEE SHEET C6.05 -
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG.
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(ROW 4) /�
CONNECT TO EXISTING WATER
SEE SHEET C6.09
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1
REVISED PER CITY COMMENTS
MJS
7/26/231
HHH
SURVEYED:
BY OTHERS
2
REVISED PER CITY COMMENTS
KEL
9/12/23
HHH
DESIGNED:
ROLL/ HEAVR/N
3
REVISED PER CITY COMMENTS
KEL
10/11/22
HHH
DRAWN:
MARY MOORS
CHECKED:
ROLL/ HEA VR/N
NO.
REVISION
BY
DATE
APPR
APPROVED:
ROLL/ HEA VR/N
SCALE:
SEE SHEET 06.02
(ROAD A STA 15f00-END)
SEE SHEET C6.01
(ROAD A START-STA 15*00)
NE 12TH ST
1 - - -SD —
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL- NAD 1983/1991
DATU M
TOP OF SLOPE (TYP)
15' BLDG
SETBACK (TYP)
15' BUFFER (TYP)
I
5EE SHEET C6.04
(ROW3E-W&N-S)
SEE SHEET 06.03
(ROW 1 & ROW 2)
EX/STING GROUND
CONTOUR (TYP)
PROPOSED FINISH
GRADE CONTOUR
(Typ)
PRO✓ECT BOUNDARY
(TYP)
SEE SHEET C6.08
(NE 112TH ST)
CITY OF
RENTON
NIftmor
Planning/Building/Public Works Dept.
SCALE: 1" = 50'
0 25 50 100
WA TER LEGEND
WATER MAIN
WATER EASEMENT
WATER BSBL
EX/STING WATER P/PE
WATER FITTING
FIRE HYDRANT
WATER METER
TYPE / BLOW -OFF
AIR- VAC
10/11 /23
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
,con PLANNING
�zw� DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
W-425501
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
'a
yqi 12/06/2023
TOWNS ON 12TH 10/111202J
3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK:
PAGE:
COMPOSITE WA TER PLAN C6.00
SHEET: OF:
48 93
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PER C. O.R STD DTL 320.1,
SEE SHEET C6.31 (TYP)
12f32.24, 5.00' RT
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SEE SHEETS C7.02-C7.04 FOR
UTILITY CROSSING NFORMAT/ON.
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- PROPOSED STREET
LIGHT (TYP)
SEE SHEET
C6.O8
FIRE HYDRANT ASSEMBL Y
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SEE SHEET C6.31 (TYP)
EX GROUND
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uT999, 5.00' RT
CONNECT TO EX WATER
0 15 30 60
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3-8" GA TE VAL Vf-5 (FLxUJ)
1-8"x12" REDUCER (M✓)
2-8" LONG BODY TRANSITION
COUPLING (8" A. C. TO 8" D.l.)
1-8" SLEEI/E (M✓)
FINAL CONNECT/ON BY CITY FORCES
W/ CONC BLOCKING,
SEE NOTE 9, THIS SHEET
12" POL YP/GG/NG STATION
PER C.O.R. STD DTL 300.7,
SEE SHEET C6.32
HIGH PT ST
: 12f85.84
HIGH PT I
L.• 430.28
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65.77
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UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
811
1
REVISED PER CITY COMMENTS
MJS
7/26/231
HHH
2
REVISED PER CITY COMMENTS
KEL
9/12/23
HHH
3
REVISED PER CITY COMMENTS
KEL
10/11/22
HHH
NO.
REVISION
BY
1 DATE
1 APPR
SURVEYED:
BY OTHERS
DESIGNED:
ROLL/ HEA VR/N
DRAWN:
MARY MOORE
CHECKED:
ROLL/ HEA VR/N
APPROVED:
ROLL/ HEA VR/N
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL- NAD 1983/1991
DATUM
`(EYMAP
WA TER LEGEND
WATER MAIN
WATER EASEMENT
WATER BSBL
EX/STING WATER PIPE
WATER FITTING
FIRE HYDRANT
WATER METER
TYPE / BLOW -OFF
AIR- VAC
GENERAL NOTES
440 1. MAX/MUM ALLOWABLE DEFLECAON AT EACH JOINT SHALL NOT EXCEED
ONE-HALF THE MANUFACTURERS RECOMMENDED PERMISSIBLE
DEFLECAON.
2. ALL CONSTRUCAON SHALL BE IN ACCORDANCE WITH THE CITY OF
RENTON STANDARD SPEC/F/CA77ONS.
3. LOCATIONS OF EX/SANG U77LI77ES SHOWN ARE APPROX/MATE. EX/SANG
UAL/T/ES SHALL BE FIELD LOCATED BY RESPEC77VE UALITY COMPANIES
PR/OR TO CONSTRUCAON.
4. CONTRACTOR SHALL FIELD VERIFY ALL CONNECAONS TO EX/SANG PIPES
430 FOR PROPER FITANGS AND DEPTH.
5. CONTRACTOR SHALL NOTIFY ALL AFFECTED UTILIAES 24 HOURS PR/OR TO
CONS7RUCAON.
6. ALL WATER FITANGS AND VAL VES WITH MECHANICAL JOINT (M✓) END(S)
SHALL HAKE A WEDGE -TYPE RETAINER GLAND EQUAL TO MEGALUG
SERIES 1100.
7. CONCRETE THRUST BLOCKS REOU/RED ON ALL WATER FITANGS PER
C.O.R. STD PLAN 340.1.
8. WHERE NEW WATER MAIN CROSSES A NON -POTABLE PIPE, ONE FULL
420 LENGTH OF WATER PIPE SHALL BE USED Wl1H THE PIPE CENTERED FOR
MAX/MUM JOINT SEPARA AON.
9. IF THE TOWNHOMES PROJECT COMES FIRST, THE PROJECT COULD AE IN
ON THE EX/SANG 8" AC WATER MAIN AS SHOWN ON THE PLAN.
410
CITY OF
RENTON
Planning/Building/Public Works Dept.
10. IF THE TOWNHOMES PROJECT /S BEHIND THE SCHEDULE. THE CITY C/P
PROJECT WILL INSTALL THE TWO TEES WITH STUBS TO THE PROPERTY
L/NEAT DEVELOPERS COST FOR FUTURE CONNECAONS, AND INSTALL
THE FIRE HYDRANT TO THE EAST W/TH/N NE 12TH ST.
1 0/11/23
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
,con PLANNING
�zw� DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
S-425502
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
yqi 12/06/2023
WATER UTILITY
ABDOUL GAFOUR 11/09/2023
TOWNS ON 12TH
3916 & 3926 NE 12TH ST, RENTON, WA 98056
WA TER PLAN & PROF/LE
ROAD A (START- 15+00)
0
0
0
N
N
i
N
H
DATE:
O
0/111202J
FIELDeo
PAGE
DRAWING NO: �7
C6.01
SHEET: OF:
49 93
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17*25.57, 5.00' RT
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W/ CONC BLOCK/NG
WATER EASEMENT (TYP)
WATER BSBL (TYP)
17f82.17, 5.00' RT SEE SHEET
1-12" TEE (FL) C6 07 221F
3--12" GA TE VAL VE (FLxM✓) 12" DI
1-12"x8" REDUCER (FL) 4-4
71
1-8" GATE VAL VE (FLxUI) 84 p
W/ CONC BLOCKING A -- — — —
85
—
86 3
17*62.51, 5.00' RT 87 r`j I I- °j
12"x6" TEE (M✓xFL) SEE
1-6" GATE VAL VE (FLxM✓)
F/RE HYDRANT ASS'Y SHEET
W/ CONC BLOCKING
C6.07
FIRE HYDRANT ASSEMBL Y
PER C.O.R. STD DTL J10.1,
SEE SHEET C6..31 (TYP)
R
430
420
410
18+50
16*96. 08, 28. 75' L T
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(STORM DRAINAGE)
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73 1 ► I
72
PROPOSED FINISH
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(TYP)
W
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69
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III 65 I 64
TRACT M 16,142.54, 22.33' L T
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W/ CONC BLOCKING
18+00 17+50
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
8/g1
17+00 16+50
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\ � '• � � �
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E �,5 (TYP)
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62, 61 60 MATC EET
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5E
-16f 05.73, 5.00' RT STANDARD 1 " WA TER SERVICE
12"x6" TEE (M✓xFL) PER C.O.R. STD DTL 320.1,
1-6" GATE VAL VE (FLxM✓) SEE SHEET C6.31 (TYP)
F/RE HYDRANT ASS'Y
W/ CONC BLOCK/NG
16+00
1 440
i
PROPOSED ELEV.
F ® ROAD � (TYP)
15+50
1
REVISED PER CITY COMMENTS
MJS
7/26/231
HHH
SURVEYED:
BY OTHERS
2
REVISED PER CITY COMMENTS
KEL
9/12/23
HHH
DESIGNED:
ROLL/ HEAVR/N
3
REVISED PER CITY COMMENTS
KEL
10/11/22
HHH
DRAWN:
MARY MOORE
CHECKED:
ROLL/ HE VR/N
NO.
REVISION
BY
DATE
APPR
APPROVED:
ROLL/ HE VR/N
430 v
W1v, J'
vJ
420
0
V,
vi
4-4
410 Q
SEE SHEETS C7.02-C7.04 FOR
UTILITY CROSSING NFORMAT/ON.
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL• NAVD 1988
HORIZONTAL- NAD 1983/1991
DATU M
SCALE: 1" = 30'
0 15 30 60
CITY OF
RENTON
Planning/Building/Public Works Dept.
//: J
WA TER LEGEND
WA TER MAIN
— —
WA TER EASEMENT
- — — — — — —
- WA TER BSBL
EX/STING WATER PIPE
IV] IN[
WATER FITTING
Ak
FIRE HYDRANT
®
WA TER METER
•�
TYPE / BLOW -OFF
�t
AIR- VAC
GENERAL NOTES
1. MAX/MUM ALLOWABLE DEFLEC7ION AT EACH JOINT SHALL NOT EXCEED
ONE—HALF THE MANUFACTURERS RECOMMENDED PERMISSIBLE
DEFLECTION.
2. ALL CONSTRUCTON SHALL BE /N ACCORDANCE WITH THE CITY OF
RENTON STANDARD SPECIFICATIONS.
3. LOCA77ONS OF EXISTING U77LI77ES SHOWN ARE APPROXIMATE. EX/STING
U77LI77ES SHALL BE FIELD LOCATED BY RESPEC77VE UTILITY COMPANIES
PRIOR TO CONSTRUCTION.
4. CONTRACTOR SHALL FIELD VERIFY ALL CONNECTIONS TO EXIS77NG PIPES
FOR PROPER RT77NGS AND DEPTH.
5. CONTRACTOR SHALL NOAFY ALL AFFECTED U77L/17ES 24 HOURS PRIOR TO
CONSTRUCTON.
6. ALL WATER RT77NGS AND VAL VES WITH MECHANICAL JOINT (MJ) END(S)
SHALL HAKE A WEDGE —TYPE RETAINER GLAND EQUAL TO MEGALUG
SERIES 1100.
7. CONCRETE THRUST BLOCKS REQUIRED ON ALL WATER RT77NGS PER
C.O.R. STD PLAN 340.1.
8. WHERE NEW WATER MAIN CROSSES A NON —POTABLE PIPE, ONE FULL
LENGTH OF WATER PIPE SHALL BE USED WITH THE PIPE CENTERED FOR
MAXIMUM JOINT SEPARATION.
0
0
N
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0
N
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1 0/11/23
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
W-425503
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
yqi 12/06/2023
WATER UTILITY
ABDOUL GAFOUR 11/09/2023
DATE:
TOWNS ON 12TH 101111202J
3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK:
PAGE:
WA TER PLAN & PROF/LE DRAWING N0: O
C6.02 �
ROAD A (15+00 -END) SHEET: OF:
50 93
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450
„m
430
420
51f34.97, 7.00' RT
1-12 x8" TEE (FL)
SEE SHEET 2-12" GA VE VAL VE (FLxM✓)
PROPERTY LINE 1-8" GAVE VAL I/E (FLxM✓)
(TYP) C6, O5 W/ CONC BLOCKING
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EX OFFSITE TREE I \ \
23 22 21-0
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(OPEN SPACE)
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TRACT N 8
SEE SHEET (OPEN SPACE)
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18+00 18+50 19+00 19+50
7
19 18 17
V I \v � �
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6)
19*42.64, 3.00' RT
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W/ CONC BLOCK/NG
19f57.73, 6.00' RT
1-11.25° BEND (MJ)
W/ CONC BLOCKING
20+00
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG.
811
SEESHEET
C6.01
II
10' UTILITY
EASEMENT (TYP)
u
I
16 15 14 13 1
Ll fl7
J. i RESTRAINED JOINT
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450
430
420
20+50
„m
STANDARD I" WATER SERVICE
C.O.R. STD DTL 320.1 PROPERTY LINE
PER
SEE SHEET C6.31 (TYP) (TYP)
11 U LJ I EX GROUND
15 CONTOUR
(TYP)
12 11 10
21*76.51, 6.00' RT
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I PER COR STD. PLAN NO. 300.7
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SEE SHEET C6.32 (TYP)
1 3p5,9235 _LC
1� ApN 04ASSOCIAiE
m PROPOSED FIMSH
m GRADE CONTOUR
11 2 1 I I (Typ)
WA TER EASEMENT (TYP)
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. . . . . .
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. . . . . .
.
. . . . . .
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.
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E.• 1 "5'
.
20+00 20+50 21+00
1
REVISED PER CITY COMMENTS
MJS
7/26/231
HHH
SURVEYED:
BY OTHERS
2
REVISED PER CITY COMMENTS
KEL
9/12/23
HHH
DESIGNED:
ROLL/ HEAVR/N
3
REVISED PER CITY COMMENTS
KEL
10/11/22
HHH
DRAWN:
MARY MOORE
CHECKED:
ROLL/ HEA VR/N
NO.
REVISION
BY
DATE
APPR
APPROVED:
ROLL/ HEA VR/N
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
NE 2TH ST
`(EYMAP
WA TER LEGEND
WA TER MAIN
WA TER EASEMENT
- — — — — — — - WA TER BSBL
EX/STING WATER PIPE
IV] IN[ WATER FITTING
Ak FIRE HYDRANT
® WA TER METER
•� TYPE / BLOW -OFF
�t AIR- VAC
GENERAL NOTES
440
1.
MAX/MUM ALLOWABLE DEFLECTION AT EACH JOINT SHALL NOT EXCEED
ONE-HALF THE MANUFACTURERS RECOMMENDED PERMISSIBLE
DEFLEC77ON.
2.
ALL CONSTRUC77ON SHALL BE /N ACCORDANCE WITH THE CITY OF
RENTON STANDARD SPECIFICATIONS.
3.
LOCA77ONS OF EXISTING U77LI77ES SHOWN ARE APPROXIMATE. EX/S77NG
U77LI77ES SHALL BE FIELD LOCATED BY RESPEC1TVE U77LITY COMPANIES
PRIOR TO CONSTRUC77ON.
4.
CONTRACTOR SHALL FIELD VERIFY ALL CONNEC77ONS TO EXIS77NG PIPES
430
FOR PROPER RT77NGS AND DEPTH.
5.
CONTRACTOR SHALL N077FY ALL AFFECTED U77LI77ES 24 HOURS PRIOR TO
CONS7RUC77ON
6.
ALL WATER RT77NGS AND VAL VES WITH MECHANICAL JOINT (MJ) END(S)
SHALL HAKE A WEDGE -TYPE RETAINER GLAND EQUAL TO MEGALUG
SERIES 1100.
7.
CONCRETE THRUST BLOCKS REQUIRED ON ALL WATER RT77NGS PER
C.O.R. STD PLAN 340.1.
8.
WHERE NEW WATER MAIN CROSSES A NON -POTABLE PIPE, ONE FULL
420
LENGTH OF WATER PIPE SHALL BE USED WITH THE PIPE CENTERED FOR
MAXIMUM JOINT SEPARATION.
410
21+50 22+00 22+50
VERnCAL• NAVD 1988
HORIZONTAL- NAD 1983/1991 CITY OF
0 RENTON
DATUM
Planning/Building/Public Works Dept.
L
0
O
O
N
N
10/11 /23
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
,con PLANNING
�zw� DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
W-425504
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
yqi 12/06/2023 '
WATER UTILITY
ABDOUL GAFOUR 11/09/2023
DATE:
O
TOWNS ON 12TH 101111202J
3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK:
PAGE:
WA TER PLAN & PROF/LE DRAWING N0: O
C6.03 �
ROW 1 & ROW 2 SHEET: 51 OF: 93
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430 \-
420
410
TOP OF SLOPE
40f83.34, 5.00' RT (TYP)
1-8" PLUG (M✓) 40 �� TRACT H
1-2" BLOW -OFF ASS? `' • •, •' h �� (CRITICAL AREA)
W/ CONC BLOCKING
1-8" POL YP/GG/NG STATION 4
PER COR STD PLAN 300.7 Bs� N PROPOSED FINISH
/ a
GRADE CONTOUR
' 31f0150, 6.00 L T 42 I J — �I \ (TYP)
1-.6 TEE (FL)
.30f05.00, 10.00 L T ` = 2 BLOW OFF
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3-12" GATE I/AL l/ES (FLxM✓) W/ CONC BLOCK/NG — 39 I SEE SHEET C6.32 (TYP)
1-12"x8" REDUCER (FL) — - EX TREE
1-8" GA VE VAL VE (FLxM✓) SEE SHEET C6.O1 I / ` I �\ TO BE SA VED
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1..
(OPEN SPACE)
1 4 ... 4 �i
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W 8" DI W "� NI IN� t . 15LF 8" DI 42g —
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� (TYP)
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_ 1f75.50, 6.00' L T
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P/GG/NG STATION
' RESTRA/NED p/P/NG OIN TI II II 115 PER COR STD PLAN 300.7
I-222. 01, O (L T 30f36.80 6. 00' L T STANDARD I- WATER SERVICE EX GROUND
1-22.5°BEND (M✓) SEE SHEET PER C.O.R. STD OTL 320.1, CONTOUR (TYP)
W/ CONC BLOCKING 1-225°BEND (MJ)
C6.01 W/ CONC BLOCKING SEE SHEET C6.31 (TYP)
10' UTILITY
EASEMENT (TYP)
SEE SHEETS C7.02-C7.04 FOR
UTILITY CROSSING NFORMA TION.
N
PROPOSED GRADE
li
0 ROAD � (TYP) u
h
p
N
8"_,
1,P)
EX/STING GROUND
0 ROAD f (TYP)
- .00
PROPOSED ELEV.
0 ROAD � (TYP) ROW 3 (E ST-WEST
EX/STING ELEV HOR/Z. SCALE. 1 "=30'
0 ROAD � (TYP) INERT.
30+00 30+50 31+00 31+50
- ASPHALT THICKENED EDGE
TO BE ADDED TO END OF ROW 3,
TO DIRECT DRAINAGE TO CB 21
J1*7560 = ROW 3
-EL: 424.58
END ROD IMPROVEMENT
32+00
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
811
440 440
1 430
A
410
32+50
1
i
1
REVISED
PER
CITY
COMMENTS
2
REVISED
PER
CITY
COMMENTS
3
REVISED
PER
CITY
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\I�Cem FILMN Me,
N
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A
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0 15 30 60
h
3�
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0
0 ROAD f (TYP)
II
3�
o
n
PROPOSED 8"
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o
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p
N WA TER (TYP)
0 ROAD f (TYP)
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0
I �
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1
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0 ROAD f (TYP)
INERT. SCALE. 1 "5'
40+00 40+50 41+00
M J S
7/26/23
HHH
SURVEYED:
SY OTHERS
K E L
9/ 12/23
HHH
DESIGNED:
ROLL/ HEAVR/N
KEL
10/11/22
HHH
DRAWN:
MARY MOORE
CHECKED:
ROLL/ HEA VR/N
BY
DATE
APPR
APPROVED:
ROLL/ HEA VR/N
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
41 f50
VERTICAL• NAVD 1988
HORIZONTAL- NAD 1983/1991
DATUM
m
430
410
42+00
CITY OF
RENTON
Planning/Building/Public Works Dept.
`(EYMAP
WA TER LEGEND
WA TER MAIN
— —
WA TER EASEMENT
- — — — — — —
- WA TER BSBL
EX/STING WATER PIPE
IV] IN[
WATER FITTING
Ak
FIRE HYDRANT
®
WA TER METER
•�
TYPE / BLOW -OFF
�t
AIR- VAC
GENERAL NOTES
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ONE-HALF THE MANUFACTURERS RECOMMENDED PERMISSIBLE
DEFLECTION.
2. ALL CONSTRUCTON SHALL BE /N ACCORDANCE WITH THE CITY OF
RENTON STANDARD SPECIFICATIONS.
3. LOCA77ONS OF EXISTING U77LI77ES SHOWN ARE APPROXIMATE. EXISTING
U77LI77ES SHALL BE FIELD LOCATED BY RESPEC77VE UTILITY COMPANIES
PRIOR TO CONSTRUCTION.
4. CONTRACTOR SHALL FIELD VERIFY ALL CONNECTIONS TO EXIS77NG PIPES
FOR PROPER RT77NGS AND DEPTH.
5. CONTRACTOR SHALL NOAFY ALL AFFECTED U77L/17ES 24 HOURS PRIOR TO
CONS7RUC110N.
6. ALL WATER RT77NGS AND VAL VES WITH MECHANICAL JOINT (MJ) END(S)
SHALL HAKE A WEDGE -TYPE RETAINER GLAND EQUAL TO MEGALUG
SERIES 1100.
7. CONCRETE THRUST BLOCKS REQUIRED ON ALL WATER RT77NGS PER
C.O.R. STD PLAN 340.1.
8. WHERE NEW WATER MAIN CROSSES A NON -POTABLE PIPE, ONE FULL
LENGTH OF WATER PIPE SHALL BE USED WITH THE PIPE CENTERED FOR
MAXIMUM JOINT SEPARATION.
0
0
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M
N
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0
N
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0
0
0
N
N
10/11 /23
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
W-425505
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING ` �'
IL
yqi 12/06/2023
WATER UTILITY
ABDOUL GAFOUR 11/09/2023
DATE:
O
TOWNS ON 12TH 101111202J
3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK:
PAGE:
WA TER PLAN & PROF/LE DRAWING NO: O
C6.04
ROW 3 (E- W & N-S) SHEET: OF:
52 93
i
Z
ti
O
Z
O
O
v
450
I
o
430
420
SEE SHEET C6.04
I I
54f64.9>, 4.94' L T 44 45 �k 31I I
1-12" CROSS (FL)
3-12" GATE VAL VES (FLxM✓)
1-12'x8" REDUCER (FL) ' • ,. ��
1-8" GAVE VAL VE (FLxM✓)
W/ CONC BLOCK/NG W _ ,
H
12 D/ W I x
W V RO 13f0 - -
W W v
STANDARD 1 WATER SERVICE
46LF RESTRAINED _ PER C.O.R. STD DTL 320.1,
JOINT PIPING TO THE - - _ - SEE SHEET C6. J1 (TYP)
END OF THE STORM LINE
DUE TO NON -CONFORMING 46 I d l 30 RESTRAINED JOINT PIPING
HORIZONTAL SEPARATION / I WHERE STORM /S CLOSER THAN
10.' HORIZONTAL TO WATER
47 *-r \ l 29 MAIN ONL Y NEEDS TO GO
10' PAST THE STORM ON EACH END.
- FIRE HYDRANT ASSEMBL Y
I / 28 PER C. O.R. STD DTL 310.1, 48
- SEE SHEET C6.31 (TYP)
52f06.85, 7.00' RT
12'x6" TEE (M✓xFL)
o �i 1-6" GATE VALVE (FLxM✓)
a v � FIRE HYDRANT ASS Y
49 - W/ CONC BLOCK/NG
� I°d
26 SEE SHEET
WATER EASEMENT I _ TRACTA
(TYP) 50 "1 A� (ACCESS &UTILITY) C6.03
- 25 = 22 1 I.
27
24
52f93.96, 7.49' L T 1 7 - `
1-12"x45° BEND (M✓) I \ - - _ _ - A Q I -
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2JLF 12" D/ / F
52f73.83, 0.20' L T _\- f 66LF 12" DI 44 72LF 12"D/ I IN 144LF 12"DI
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15,
t
TRACT M
TRA CT L (OPEN SPACE) EX TREE PROPERTY LINE
(CR/T/CAL AREA) �_ TO BE SA VED ;L (TYP)
(TYP) PROPOSED FIN/S
^- o GRADE CONTOU
EX/ST7NG GROUND
® ROAD � (TYP)
j � T
PROPOSED GRADE
® ROAD � (TYP)
-2 46.E
PROPOSED 12" -
WA TER (TYP)
Z
m
ROW 4
EX/S71NG ELEV. PROPOSED ELEV. HOR/Z. SCALE. I- 30'
® ROAD � (TYP) ® ROAD f (TYP) - VERT. SCALE- 1 "=5'
IN
a
55+00 54+50 54+00 53+50 53+00
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
811
(T
HIGH T STA: 51f46.93
HIGHPT EL: 437.21
P STA: 51f37.96
80.004VC81 �1,
II
II N
v
52+50 52+00 51 +50
1 REVISED PER CITY COMMENTS
2 REVISED PER CITY COMMENTS
3 REVISED PER CITY COMMENTS
7r.�l
:a •►
W
h
SEE SHEETS C7.02-C7.04 FOR
UTILITY CROSSING NFORMAT/ON.
10' UTILITY EASEMEN7
51f34.97, 7.00' RT
/
(TYP)
1-12'x8" TEE (FL)
PROPOSED STREET
2-12" GA VE VAL VE (FLxM✓)
LIGHT (TYP)
1-8" GAVE VAL VE (FLxM✓)
W/ CONC BLOCKING
SEE SHEET
WATER EASEMENT
C6, 08
(TYP)
WA TER BSBL (TYP) I I
�yrk
TRACT N
3
-(OPEN SPACE)
- +
a ao
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00
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O ►I INI ��
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00
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�s
SCALE: 1" = 30'
0 15 30 60
EX GROUND
CONTOUR (TYP)
49f91.41, 7.00' RT
CONNECT TO EX WA TER
1-8x8,, TEE (FL)
J--8" GATE VAL VES (FLxM✓)
1-12'x8" REDUCER (M✓)
2-8" LONG BODY TRANS/TON
COUPLING (8" AC TO 8" DI)
N FINAL CONNECTION BY CITY FORCES
W/ CONC BLOCK/NG
� Z
O U
Z
U
u
H RESTRAINED LQ
R JOINT PIPING
'�) SEE SHEET C6.08
LOW PT ST : 50*41.99 1 " LANDSCAPE
LOW PT : 434.72 IRRIGATION METER AND
PW STA: 50*50.00 DCVA PER COR STD PLAN
O PW EL: 434.39 O 34 .8, SEE LANDSCAPE
50. 01 VC ho P N L4.03
512,
WW mm
64Q
Oo�
-2.00%
51 +00 50+50 50+00
M J S 7/26/23 HHH SURVEYED:
DINERS SCALE. HOR ONTAL• NADVD 1988 991
KEL 9/12/23 HHH DESIGNED: AS NOTED
KEL 10/11/22 HHH ROLL/ HEAVR/N
DRAWN:
MARY MOORE ONE INCH DATUM
CHECKED: AT FULL SCALE
ROLL/ HEA VR/N IF NOT ONE INCH
BY DATE APPR APPROVED: SCALE ACCORDINGLY
ROLL/ HEA VR/N
12" POL YP/GGING STA77ON
PER C.O.R. STD DTL 300.7,
SEE SHEET C6.32
ii/
W X
X
CITY OF
RENTON
Planning/Building/Public Works Dept.
`(EYMAP
WA TER LEGEND
WA TER MAIN
- -
WA TER EASEMENT
- - - - - - -
- WATER BSBL
EX/SRNG WATER PIPE
IV] IN[
WATER RT77NG
Ak
FIRE HYDRANT
®
WA TER METER
•�
TYPE I BLOW -OFF
�t
AIR- VAC
GENERAL NOTES
1. MAX/MUM ALLOWABLE DEFLECTION AT EACH JOINT SHALL NOT EXCEED
ONE-HALF THE MANUFAC7URER'5 RECOMMENDED PERMISSIBLE
DEFLEC77ON.
2. ALL CONS7RUC77ON SHALL BE /N ACCORDANCE WITH THE CITY OF
RENTON STANDARD SPECIFICATIONS.
3. LOCA77ONS OF EXIS77NG U77LI77ES SHOWN/ ARE APPROXIMATE EX/STIIVG
U77LI77ES SHALL BE FIELD LOCATED BY RESPEC77VE U77LITY COMPANIES
PRIOR TO CONSTRUC77ON.
4. CONTRACTOR SHALL FIELD VERIFY ALL CONNEC77ONS TO EXIS77NG PIPES
FOR PROPER RT77NGS AND DEPTH.
5. CONTRACTOR SHALL N077FY ALL AFFECTED U77LI77ES 24 HOURS PRIOR TO
CONS7RUC77ON
6. ALL WATER RT77NGS AND VAL VES WITH MECHANICAL JOINT (MJ) END(S)
SHALL HAVE A WEDGE -TYPE RETAINER GLAND EQUAL TO MEGALUG
SERIES 1100.
7. CONCRE7F THRUST BLOCKS REOU/RED ON ALL WATER RT77NGS PER
C.O.R. 57D PLANS 330.2 AND 330.3.
8. WHERE NEW WA7FR MAIN CROSSES A NON -POTABLE PIPE, ONE FULL
LENGTH OF WATER PIPE SHALL BE USED WITH THE PIPE CENTERED FOR
MAXIMUM JOINT SEPARA 17ON.
O
O
N
M
N
v
O
O
N
N
1 0/11/23
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
W-425506
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
i
DEVELOPMENT ENGINEERING
s os
yqi 12/06/2023
� � L
WATER UTILITY
ABDOUL GAFOUR 11/09/2023 I
ODATE:
TOWNS ON 12TH 101111202J
3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK:
PAGE:
WA TER PLAN & PROF/LE DRAWING N0: O
C6.05 �
ROW 4 SHEET: OF:
53 93
Z
ti
O
Z
O
O
v
TRACT M
(OPEN SPACE)
2" BLOW OFF
PER C. O.R. STD DTL 340.1,
SEE SHEET C6.32 (TYP)
EX GROUND
CONTOUR (TYP) �.
8" POL YP/GG/NG
STATION PER COR
STD. PLAN NO.. 300.7
EX TREE
TO BE SA VED
(TYP) Z2
15' BSBL
(Typ)
Em
430
420
410
66 65 1 64 —1— 63
51f77.31, 6.00' RT
1-8" PLUG (M✓)
I 1-2" BLOW -OFF ASS'Y
W/ CONC BLOCKING
/ 12,
50f 49.44, 5.60' RT
1-8"x11.25' BEND (M✓)
W/ CONC BLOCK/NG
62 161 60
WA TER EASEMENT (TYP)
- WA TER B59L (TYP)
RESTRAINED
✓DINT PIPING I
�Eo 53 54 55 56 =
REO� TRACT L
(CRITICAL AREA)
STANDARD 1 " WA TER SERVICE -
PER C.O.R. STD DTL 320.1,
SEE SHEET C6.31 (TYP)
52+50 52+00
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
811
SEE SHEET
C6.02
Q
0
e
r f\
57 58 z 59
J9.
10' UT ZITY
EASEMENT (TYP)
SEE SHEETS C7.02-C7.04 FOR
UTILITY CROSSING NFORMAT/ON.
51 +50 51 +00 50+50
TRACT)
(STORM DRAINAGE)
49f 95.00, 6.00' RT
1-12x8" TEE (FL)
1-8" GATE VAL Vf (FLxM✓)
2-12" GATE VALVES (FLxUd)
W/ CONC BLOCKING
SEESHEET
C6.01
50+00
1
REVISED PER CITY COMMENTS
MJS
7/26/231
HHH
SURVEYED:
BY OTHERS
2
REVISED PER CITY COMMENTS
KEL
9/12/23
HHH
DESIGNED:
ROLL/ HEAVR/N
3
REVISED PER CITY COMMENTS
KEL
10/11/22
HHH
DRAWN:
MARY MOORE
CHECKED:
ROLL/ HEA VR/N
NO.
REVISION
BY
DATE
APPR
APPROVED:
ROLL/ HEA VR/N
/
PROPOSED F/NISH
GRADE CONTOUR
(TYP)
1
Eml
430
420
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL- NAD 1983/1991
DATU M
SCALE: 1" = 30'
0 15 30 60
CITY OF
RENTON
Planning/Building/Public Works Dept.
tiF
SG�
SFT
e�L
0
NE 2TH ST
`(EYMAP
WA TER LEGEND
WA TER MAIN
WA TER EASEMENT
- - - - - - - - WA TER BSBL
EX/STING WATER PIPE
IV] IN[ WATER FITTING
Ak FIRE HYDRANT
® WA TER METER
•� TYPE / BLOW -OFF
�t AIR- VAC
GENERAL NOTES
1. MAX/MUM ALLOWABLE DEFLECAON AT EACH JOINT SHALL NOT EXCEED
ONE-HALF THE MANUFACTURERS RECOMMENDED PERMISSIBLE
DEFLEC77ON.
2. ALL CONSTRUC77ON SHALL BE /N ACCORDANCE WITH THE CITY OF
RENTON STANDARD SPECIFICATIONS.
3. LOCA77ONS OF EXISTING U77LI77ES SHOWN ARE APPROXIMATE. EXISTING
U77LI77ES SHALL BE FIELD LOCATED BY RESPEC77VE U77LITY COMPANIES
PRIOR TO CONS7RUC77ON.
4. CONTRACTOR SHALL FIELD VERIFY ALL CONNEC77ONS TO EXIS77NG PIPES
FOR PROPER RT77NGS AND DEPTH.
5. CONTRACTOR SHALL N077FY ALL AFFECTED U77LI77ES 24 HOURS PRIOR TO
CONS7RUC77ON.
6. ALL WATER RT77NGS AND VAL VES WITH MECHANICAL JOINT (M✓� END(S)
SHALL HAKE A WEDGE -TYPE RETAINER GLAND EQUAL TO MEGALUG
SERIES 1100.
7. CONCRE7F THRUST BLOCKS REQUIRED ON ALL WATER RT77NGS PER
C.O.R. S7D PLAN 340.1.
8. WHERE NEW WA7FR MAIN CROSSES A NON -POTABLE PIPE, ONE FULL
LENGTH OF WATER PIPE SHALL BE USED WITH THE PIPE CENTERED FOR
MAXIMUM JOINT SEPARA 17ON.
1 0/11/23
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
,con PLANNING
�zw� DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
W 425507
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING Q1
yqi 12/06/2023
EABO:TTER UTILITY
GAFOUR 11/09/2023
TOWNS ON 12TH
3916 & 3926 NE 12TH ST, RENTON, WA 98056
WA TER PLAN & PROF/LE
Row 5
O
O
O
N
N
N
H
DATE:
O
0/111202J
FIELDeo
PAGE
DRAWING NO:
C6.06
SHEET: OF:
54 93
Z
ti
O
Z
O
O
v
PROPOSED FIRE HYDRANT
EX GROUND PER C.O.R. STD DTL 310.1,
CONTOUR (TYP) SEE SHEET C6.31
PROPERTY LINE EX OFFSITE TREE STANDARD 1" WATER SERVICE
TO REMAIN (TYP) PER C.O.R. STD DTL 320.1,
(TYP) SEE SHEET C6.31 (TYP)
SEE WA-1 PROFILE, 76 1 75J 74 r 73
E6. SHET C09 <` /
WATER SETBACK (TYP)
70f 19.82, 6.00' L T WATER EASEMENT (TYP)
1-12"x45' BEND (FLxUJ)(RJ)
W/ CONC BLOCKING ' / r
14/1F. 12"D/ RJ1 171-1-00 1--
TRACT K�
(CRITICAL AREA), J/
TOP OF SLOPE
15' SETBACK
(TYP) 7LF 12" L
BEGIN
N
0
70f00 = ROW 6
EL: 422.00
ROAD IMPROVEMENT
J
70+00
SEE SHEET PROPOSED FINISH
C6.02 GRADE CONTOUR
(TYP)
72 71 j I Q
l�
Q
TRACT M
(OPEN SPACE)
TRAC
70 69 68 67 (0R A) 2" BLOW OFF
/ PER C. O.R. STD DTL 340.1,
\ I SEE SHEET C6.32 (TYP)
72f87.77, 8.19' L T
1-8" PLUG (M✓)
d•.:;,r ill -- —it 1-2" BLOW -OFF ASS'Y
W/ CONC BLOCKING
1-8" POL )PIGGING 5TAT/ON
PER C.O.R. STD DTL 300.7,
til _ SEE SHEET C6.32
70f26.51, 6.00 L T " EX TREE
1-12TEE (FL)
12'W' TEE (FL) TO BE SA VED
1-12" GATE VAL l/E (FLxM✓) 2-12" GATE VAL vE (FLxM✓) (TYP)
>->2" ADAPTOR (M✓) 1-12"x8" REDUCER (FL)
1-6" GATE VAL I/E (FLxM✓) 1-8" GATE VAL l/E (FLxM✓)
FIRE HYDRANT ASS'Y W/ CONC BLOCK/NG
W/ CONC BLOCKING
SEE SHEETS C7.02-C7.04 FOR
UTILITY CROSSING NFORMAT/ON.
N"
EXIS77NG GROUND
0 ROAD (TYP)
38% PROPOSED 12"
oWATER
� o
70+50
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
8/
EXISTING ELEV.
0 ROAD � (TYP)
- PROPOSED ELEV.
0 ROAD (TYP)
71 +00
GH PT STA: 71f80.15
HIGH PT EL.- 427.11
PW STA.- 71f72.00
PV/ EL: 427.82
ROW 6
HOR/Z. SCALE- 1" 30'
VERT. SCA E. 1" 5,
10�2
I N
71+50
1
REVISED
PER
CITY
COMMENTS
2
REVISED
PER
CITY
COMMENTS
3
REVISED
PER
CITY
COMMENTS
NONE
i
72+00
15' BSBL
440
FILL AND COMPACT ROADWA Y PRISM TO F/N/SHED
SUBGRADE PR/OR TO INS TALLAT/ON OF WATER MAINS
(TYP/CAL ALL FILL AREAS)
� I I
PROPOSED GRADE
0 ROAD �' (TYP)
�44q
PROPOSED 8"
WA TERM \
72+50
0
M J S
7/26/23
HHH
SURVEYED:
SY OTHERS
K E L
9/ 12/23
HHH
DESIGNED:
ROLL/ HEAVR/N
KEL
10/11/22
HHH
DRAWN:
MARY MOORE
CHECKED:
ROLL/ HEA VR/N
BY
DATE
APPR
APPROVED:
ROLL/ HEA VR/N
430
420
410
N
73+00 73+50
SCALE:
VERTICAL• NAw lsae
AS NOlEO HORIZONTAL- NAD 1983/1991
ONE INCH DATUM
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
SCALE: 1" = 30'
0 15 30 60
CITY OF
RENTON
+ N
Planning/Building/Public Works Dept.
FffA
WA TER LEGEND
WA TER MAIN
— —
WA TER EASEMENT
- - - - - - -
- WA TER BSBL
EX/STING WATER PIPE
I IN[
WATER FITTING
A
FIRE HYDRANT
®
WA TER METER
•�
TYPE / BLOW -OFF
�t
AIR- VAC
GENERAL NOTES
1. MAX/MUM ALLOWABLE DEFLECTION AT EACH JOINT SHALL NOT EXCEED
ONE-HALF THE MANUFACTURERS RECOMMENDED PERMISSIBLE
DEFLEC77ON.
2. ALL CONSTRUC77ON SHALL BE /N ACCORDANCE WITH THE CITY OF
RENTON STANDARD SPECIFICATIONS.
3. LOCA77ONS OF EXISTING U77LI77ES SHOWN ARE APPROXIMATE. EXIS77NG
U77LI77ES SHALL BE FIELD LOCATED BY RESPEC1TVE U77LITY COMPANIES
PRIOR TO CONSTRUC77ON.
4. CONTRACTOR SHALL FIELD VERIFY ALL CONNEC77ONS TO EXIS77NG PIPES
FOR PROPER RT77NGS AND DEPTH.
5. CONTRACTOR SHALL N077FY ALL AFFECTED U77LI77ES 24 HOURS PRIOR TO
CONSTRUC77ON
6. ALL WATER RT77NGS AND VAL VES WITH MECHANICAL JOINT (MJ) END(S)
SHALL HAKE A WEDGE -TYPE RETAINER GLAND EQUAL TO MEGALUG
SERIES 1100.
7. CONCRETE THRUST BLOCKS REQUIRED ON ALL WATER RT77NGS PER
C.O.R. STD PLANS 340.1.
8. WHERE NEW WATER MAIN CROSSES A NON -POTABLE PIPE, ONE FULL
LENGTH OF WATER PIPE SHALL BE USED WITH THE PIPE CENTERED FOR
MAXIMUM JOINT SEPARATION.
O
O
O
N
N
10/11 /23
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
'Con PLANNING
�zw� DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
W-425508
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
yqi 12/06/2023
WATER UTILITY
ABDOUL GAFOUR 11/09/2023
DATE:
O
TOWNS ON 12TH 10/111202J
3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK:
PAGE:
WA TER PLAN & PROF/LE DRAWING N0: O
C6.07
ROOF, A� 6 SHEET: OF:
�/ �/ 55 93
TRACT M
(OPEN SPACE)
PROPERTY L/NE —
(TYP)
10' U7IL/TY —
EASEMENT (TYP)
w
79f00 �
8" WATERX(G 1)
CM
11 SScC 1
A CD
RIM=436.07/
IE 8" CNCM-435.22
- z
RIM-437.03' can
IE 12" CNC E=433.6800
IE 8" CNC SE=433.88'
IE 8" CNC SW=433.88'
IE 12" CNC W=433.78'
12" POL YP/GG/NG STA77ON
PER COR STD DTL 300.7,
SEE SHEET C6.32
SEESHEET
C6.05
M
W IJ
W IJ
TRACT N
(OPEN SPACE)
iBL 9 8
12" POLYP/GG/NG STATION
PER COR STD DTL 300.7,
SEE SHEET C6.32
7 6 1 5
PROPOSED SINEFT
•
TRACT ,
n
- ---
OH H
SAWCUT (TYP)
817(00 o -
' 8" WATER MA IN ASBESTOS CEMENT o ?52f
i NE 12TH ST,� ev
V /
SD
SD_�D SD SD
\ CM-- - CM �G
Gv/
X
CUT-& (BY CITY FORCES) CUT -IN: (BY CITY FORCES) 1
80f07.14, 8.47' RT 81f94.14, 1.86' RT
CONNECT TO EX WA TER CONNECT TO EX WA TER I
1-8x8" TEE (FL) 1-8x8" TEE (FL)
3-8" GATE SAL VES (FLxM✓) 3-8" GATE SALVES (FLxUJ) RIM=4263'
1-8"x12" REDUCER (M✓) 1-8"x12" REDUCER (MJ) IE 8" CNC NF=475..78'
2-8" LONG BODY TRANSITION 2-8" LONG BODY TRANS177ON EX/STING WATER METEk
COUPLINGS (8" AC TO 8" DI) COUPLING (8" AC TO 8" DI) TO BE ABA NOONEG
1-8" SLEEI/E (M✓) 1-8" af-f- E (MJ)
W/ CONC BLOCKING W/ CONC BLOCK/NG
FINAL CONNECTION FINAL CONNECTION
BY CITY FORCES BY CITY FORCES
m /
a
2$ I I IE 12 CN774=
IE 12" CNC W=424.44'
PROPOSED F/N/SH
GRADE CONTOUR
I (TYP)
PROPERTY L/NE
BSBL J (T YP) PROPOSED FIRE HYDRANT
PER C. O.R. STD DTL 310.1,
N N SEE SHEET 0631. THIS NEW
FIREHYDRANT W/LL BE
i INSTALLED WITH THE CITY
C/P PROJECT, AND THE
TOWNS ON 12TH Df ELOPER
oP— WILL REIMBURSE THE COST
H _ P OF THE /NSTALLA77ON BY CITY.
- SD
G
SD
SD
X
-- x - -
°
RIM=426.41' /
CUT -IN.• (BY C/TY FORCES)
IE 8" CNC Nw=*2�6'
837L68.75, 1.64' LT
CONNECT TO EX WATER
RIM-427.83' �1'S
8W" TEE )V✓XFL)
IE 12" CNC E=424.93'
1-6" GATE VALVE (FLxUJ)
IE 8" CNC SE-425.03'
FIRE HYDRANT ASS'Y
IE 8" CNC SW=425.03'
IE 12" CNC W-425.03'
2-8" LONG BODY TRANSITION
COUPLING (8" AC TO 8" DI)
1-8" SLEEI/E (M✓)
W/ CONC BLOCK/NG
SEE SHEETS C7.02-C7.04 FOR
UTILITY CROSSING NFORMAT/ON.
�42E
W W-
EX GROUND
CONTOUR (TYP)
-- ----SD V SD
M
i
i
O o C
N
79+50 80+00 80+50 81+00 81+50 82+00 82+50 83+00 83+50 84+00 84+50
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG.
811
1
REVISED PER CITY COMMENTS
MJS
7/26/231
HHH
SURVEYED:
BY OTHERS
2
REVISED PER CITY COMMENTS
KEL
9/12/23
HHH
DESIGNED:
ROLL/ HEAVR/N
3
REVISED PER CITY COMMENTS
KEL
10/11/22
HHH
DRAWN:
MARY MOORE
CHECKED:
ROLL/ HEA VR/N
NO.
REVISION
BY
DATE
APPR
APPROVED:
ROLL/ HEA VR/N
I
N
SCALE: 1" = 30'
0 15 30 60
SCALE:
VERTICAL: NAVD 1988
AS NOTED HORIZONTAL NAD 1983/1991 CITY OF
RENTON
ONE INCH DATUM
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
WA TER LEGEND
WA TER MAIN
— —
WA TER EASEMENT
- — — — — — —
- WA TER BSBL
EX/STING WATER PIPE
IV] IN[
WATER FITTING
Ak
FIRE HYDRANT
®
WA TER METER
•�
TYPE / BLOW -OFF
�t
AIR- VAC
GENERAL NOTES
1. MAX/MUM ALLOWABLE DEFLEC7ION AT EACH JOINT SHALL NOT EXCEED
ONE-HALF THE MANUFACTURERS RECOMMENDED PERMISSIBLE
DEFLECTION.
2. ALL CONSTRUCTON SHALL BE /N ACCORDANCE WITH THE CITY OF
RENTON STANDARD SPECIFICATIONS.
3. LOCA77ONS OF EXISTING U77LI77ES SHOWN ARE APPROXIMATE. EXISTING
U77LI77ES SHALL BE FIELD LOCATED BY RESPEC77VE UTILITY COMPANIES
PRIOR TO CONSTRUCTION.
4. CONTRACTOR SHALL FIELD VERIFY ALL CONNECTIONS TO EXIS77NG PIPES
FOR PROPER RT77NGS AND DEPTH.
5. CONTRACTOR SHALL NOAFY ALL AFFECTED U77LI77ES 24 HOURS PRIOR TO
CONSTRUCTON.
6. ALL WATER RT77NGS AND VAL VES WITH MECHANICAL JOINT (MJ) END(S)
SHALL HAKE A WEDGE -TYPE RETAINER GLAND EQUAL TO MEGALUG
SERIES 1100.
7. CONCRETE THRUST BLOCKS REOU/RED ON ALL WATER RT77NGS PER
C.O.R. STD PLAN 340.1.
8. WHERE NEW WATER MAIN CROSSES A NON -POTABLE PIPE, ONE FULL
LENGTH OF WATER PIPE SHALL BE USED WITH THE PIPE CENTERED FOR
MAXIMUM JOINT SEPARATION.
1 0/11/23
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
W-425509
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
yqi 12/06/2023
WATER UTILITY
}
ABDOUL GAFOUR 11/09/2023
DATE:
TOWNS ON 12TH 101111202J
3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK:
PAGE:
WA TER PLAN & PROF/LE DRAWING N0: O
C6.OS �
NE 12ST ST SH : 56 OF. 93
O
O
N
M
N
v
00
O
O
N
N
Q
V
O
O
O
N
N
Lr
10
CUT-1N.• (BY CITY FORCES) 0ti
93+70.55, 19.55' L T
q� �`� CONNECT TO EX WA TER
1-12" TEE (FL)
i 3-12" GATE VAL I/ES (FLxM✓)
`k 0 CONC BLOCKING
-P P "� P
EX. 12" GATE VALVE '
- w
12" POL YP/GGING STATION
PER COR STD PLAN N0. 300.7
93f00
CV /1CCC11TC rD=
N
TOP OF -
SLOPE I I -
(TYP)
15' BUFFER
(Typ)
PROPERTY LINE
(TYP)
EX TREE TO
(� BE SA VED (TYP)
v
370
IF CONNECTION TO THE WATER MAIN IN SUNSET IS MADE
PR/OR TO THE EXTENSION OF THE ONS/TE WA TER,
DEVELOPER SHALL EXTEND THE STUB FROM THE EX MAIN
SOUTH TO A POINT WHERE /T /S OUTS/DE THE ROW.
QF
-6
�� %�����c EX GROUND ��%' R
�G�P���� �`� �v CONTOUR (TYP) �`�\ c�c ��� .
P T,P P r P P r' P P P P P P
12"WATER (G1)
EX 12" WATER MAIN
w w w w w w w w w w w w w w �r w w w
= 32LF 12" DI \19r - -
SEE WA-1 PROFILE, THIS SHEET 3y6\ v'9R\ �9?\
94*00 N.• 187128.9348 .00 96,*, OO��ss � � ss 97400 ss ss � -Ss 98f00 ss � 9�00
L = 3� 1-12'x45° VERI7CAL BEND (Rd) '
i
W/ CONC BLOCK/NG NE SUNSET BL VD i i / PROPOSED STREET
N' 187121. J525 , LIGHT (TYP)
o E.• 1310658.1103 , ' ' i 2" MPEI
1-12 x45° VERTICAL BEND (R✓)
W/ CONC BLOCKING " P
N. 187115.7893
_ _
-E°• 1310654.1044
41
�1-12"x45° INERT/CAL BEND (R✓) - -
-l�W/
CONC BLOCK/NG
416, I \1 ��
N.- 187112.7932 QO
-
\
E' 1310651. 9470
-1-12W5° INERT/CAL BEND (R✓) � -� `
420
422 -
W/ CONC BLOCKING
\
76 -
- . CASING P/PE
PER C. O.R. STD OTL 4>2,
41LF 12" D/
SEE SHEET C5.31
TRACT)
N' 18706J5307
N.• 187096.5146
(STORM DRAINAGE)
E' 1310616.4749
E' 1310640.2254
1-12"x45° VERTICAL BEND (R✓) 1-12"x45° INERT/CAL BEND (R✓)
W/ CONC BLOCKING
W/ CONC BLOCKING
5LF 12" Dl
92+50 93+00 93+50 94+00 94+50
i
95+00 95+50 96+00
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
8/
�'`•--tee ` `. i�'M 'T �-� �� .. -
-------------
� 420
PROPOSED FINISH
GRADE CONTOUR
(Typ)
390
370
0
96+50
430
420
410
390
71- -_�:
-
SEE SHEETS C7.02-C7.04 FOR
UTILITY CROSSING NFORMAT/ON.
EX/STING GROUND
® PIPE � (TYP)
\ PROPOSED GRADE
® PIPE f (TYP)
12 x45' VERTICAL BEND (R✓)
W/ CONC BLOCKING
m
PROPOSED 12" D/ WATER
W/ RESTRAINED JOINTS (TYP)
SLOPE ANCHORS ARE REQUIRED ON
WATER MAIN /F GRADE /S A90Vf 209
SEE ANCHOR DETAIL, SHEET C6.32.
V
\ PR POSED
BLOCK WALL
10'
CASING PIPE EX SD
PER COR STD DTL 412, lE 392.60
SEE SHEET C5.31
12"x45° VERTICAL BEND (R✓) y
W/ CONC BLOCKING
EX/STING ELEV.
® P/PE � (TYP) WA 1
PROPOSED ELEV. HOR/Z. SCALE- 1'=30'
® PIPE �' (TYP) VERT. SCALE- 1 "=5'
�1
0+50
1
REVISED PER CITY COMMENTS
MJS
7/26/23
HHH
SURVEYED:
BY OTHERS
SCALE:
AS NOTED
2
REVISED PER CITY COMMENTS
KEL
9/12/23
HHH
DESIGNED:
ROLL/ HEAVR/N
3
REVISED PER CITY COMMENTS
KEL
10/11/22
HHH
DRAWN:
MARY MOORE
ONE INCH
CHECKED:
ROLL/ HEA VR/N
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
NO.
REVISION
BY
DATE
AP P R
APPRovED: L/ HE l/R/N
ROL
1 +00
VERTICAL: NAVD 1988
HORIZONTAL- NAD 1983/1991
DATU M
TRACT H
(CRI77CAL AREA)
SCALE: 1" = 30'
0 15 30 60
f30
420
410
390
1+50
CITY OF
RENTON
Planning/Building/Public Works Dept.
Kt: YImp
WA TER LEGEND
WA TER MAIN
- -
WA TER EASEMENT
--------
WA TERBSBL
EX/STING WATER PIPE
IV] IN[
WATER FITTING
A
FIRE HYDRANT
®
WA TER METER
•�
TYPE / BLOW -OFF
�t
AIR- VAC
GENERAL NOTES
1. MAX/MUM ALLOWABLE DEFLECTION AT EACH JOINT SHALL NOT EXCEED
ONE-HALF THE MANUFACTURERS RECOMMENDED PERMISSIBLE
DEFLEC77ON.
2. ALL CONSTRUC77ON SHALL BE /N ACCORDANCE WITH THE CITY OF
RENTON STANDARD SPECIFICATIONS.
3. LOCA77ONS OF EXISTING U77LI77ES SHOWN ARE APPROXIMATE. EXIS77NG
U77LI77ES SHALL BE FIELD LOCATED BY RESPEC1TVE U77LITY COMPANIES
PRIOR TO CONSTRUC77ON.
4. CONTRACTOR SHALL FIELD VERIFY ALL CONNEC77ONS TO EXIS77NG PIPES
FOR PROPER RT77NGS AND DEPTH.
5. CONTRACTOR SHALL N077FY ALL AFFECTED U77LI77ES 24 HOURS PRIOR TO
CONS7RUC77ON.
6. ALL WATER RT77NGS AND VAL VES WITH MECHANICAL JOINT (M/) END(S)
SHALL HAKE A WEDGE -TYPE RETAINER GLAND EQUAL TO MEGALUG
SERIES 1100.
7. CONCRETE THRUST BLOCKS REQUIRED ON ALL WATER RT77NGS PER
C.O.R. STD PLAN 340. t
8. WHERE NEW WATER MAIN CROSSES A NON -POTABLE PIPE, ONE FULL
LENGTH OF WATER PIPE SHALL BE USED WITH THE PIPE CENTERED FOR
MAXIMUM JOINT SEPARATION.
0
O
0
N
N
10/11 /23
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
W-425510
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
yqi 12/06/2023 '
WATER UTILITY
ABDOUL GAFOUR 11/09/2023
DATE:
TOWNS ON 12TH 10/111202J
3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK:
PAGE:
WA TER PLAN & PROF/LE DRAWING N0: O
C6.09
NE SUNSET BL VD & WA 1 SHEET:
57 OF. 93
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
NEW DI WATER MAIN
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)
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"
r, f 12" yj
MATERIALS
MAIN
STD. PLAN - 300.3
Marcie vssencha DATE
Public Works AEminis"atm
VALVE OPERATING NUT EXTENSION
2" SQUARE
OPERATING NUT
4 i/4" DIAMETER
1/8" MIN THICKNESS
IETER STEEL,
I AS REQUIRED
vyR lvnry 1 n1�nlvt»
2i/4" 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
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
VALVE BOX LID
MANUFACTURER, TO READ "WATER",
i
62'
WITH EARS IN DIRECTION OF WATER
xA
MAIN
8" THICK HMA FOR VALVE IN PAVED
24
�\
OC
HMA COLLAR
AREA OR 3'x3'x6" CONCRETE PAD IN
UNPAVED AREA
OOPERATING
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 MAIN LINE 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,
AND MARKER POST 6/28/2023
Marcie v, u DATE
vublm wo.rks m Aemme"mm
IVU 1 tz":
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 5" 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 Y4" WASHED DRAIN ROCK, MINIMUM V ABOVE BOOT FLANGE WITH 8-MIL POLYETHYLENE SHEETING
AROUND TOP AND SIDES OF GRAVEL
OH
CONCRETE BLOCK
MINIMUM 16"x8"x4" CONCRETE BLOCKS UNDER FIRE HYDRANT AND GATE VALVE
OI
BLOCKING
CONCRETE BLOCKING PER STD PLAN 330.1
JO
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
� .}; PUBLIC WORKS
'+" DEPARTMENT
0
FIRE HYDRANT ASSEMBLY
APPROVED:
6/28/2023
_
Pub-d DATE
llc Works AEminiscracor
90° BEND
CAP / PLUG
TEE
n
45° BEND
C
221/2° BEND
111/4° BEND
MINIMUM BEARING AREA
AGAINST UNDISTURBED SOIL (SF)
PIPE
SIZE
PR(PSI)
O
O
O
D
O
4
200
2/(1)
1/(NONE)
1/(NONE)
NONE
NONE
300
3/(2)
2/(2)
2/(1)
1/M
NONE
6
200
4/(3)
3/(2)
3/(1)
1/(1)
1/(NONE)
300
6/(4)
4/(3)
3/(2)
2/(1)
1/(NONE)
81,
200
7/(5)
5/(3)
4/(3)
2/(2)
1/(1)
300
11/(8)
8/(5)
6/(4)
3/(2)
2/(1)
10"
200
11/(8)
8/(6)
6/(4)
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)
18/(12)
9/(6)
* VALUES BASED ON SAFE BEARING LOAD OF 2,000/(3,000) PSF
SOIL TYPE
SAFE BEARING LOAD (PSF
MUCK OR PEAT
0
SOFT CLAY
1,000
SAND
2,000
SAND AND GRAVEL
3,000
CEMENTED WITH CLAY
4,000
HARD SHALE
10,000
I OTES:
MINIMUM BEARING AREA MUST BE ADJUSTED FOR PIPE SIZE, PRESSURE, AND SOIL CONDITIONS.
FITTINGS SHALL BE POLYWRAPPED PRIOR TO POURING CONCRETE BLOCKING.
CONCRETE BLOCKING SHALL BE CAST IN PLACE AND SHALL HAVE A MINIMUM OF 0.25 SF BEARING AREA AGAINST THE FITTING.
CONCRETE BLOCKING SHALL BEAR AGAINST FITTINGS ONLY AND SHALL BE CLEAR OF JOINTS TO PERMIT TAKING UP OR DISMANTLING
JOINT.
CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE TO WITHSTAND FULL HYDROSTATIC TEST PRESSURE AS WELL AS TO CONTINUOUSLY
WITHSTAND OPERATING PRESSURE UNDER ALL CONDITIONS OF SERVICE.
ALL CONCRETE SHALL BE MECHANICALLY MIXED. JOB SITE MIXING, HAND -MIXED CONCRETE, AND MOBILE CONCRETE MIXERS ARE NOT
ALLOWED.
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.
1. 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 6/28/2023
Martin Pastucha DATE
Public Works Atlminirtrator
or
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG.
811
111/4° AND 221/2 ° BENDS
FPIPE CLAMP AND
ANCHOR ROD
L
L A
e
A�
45° BEND
FPIPE CLAMP AND
ANCHOR ROD
A
FINISHED GRADE 9" TO 12"
e °
\ 24" TO 30"
A /y
-�22 Y2
MAIN
LOOP DOWN TO CENTERLINE OF WATER MAIN
TO PROVIDE SLACK IN SERVICE LINE TO METER
MATERIALS
w
w
J
r
IN UNIMPROVED ROW,
J
F-
CC
INSTALL METER BOX
w CITY PRIVATE
p
AT PROPERTY LINE WITH
p
a 1
1" COPPER TAILPIECE
a PIPING PIPING
- SIDEWALK �
I�
12"
21" TO 30"
1" BALL CORPORATION STOP WITH BALL VALVE, AWWA TAPERED THREAD (CC) INLET, QUICK JOINT OUTLET,
OA
CORPORATION STOP
FORD FB1000-4-Q-NL OR A.Y. MCDONALD 74701BQ
OB
TUBING
1" TYPE "K" SOFT COPPER TUBING
1" SETTER, QUICK JOINT INLET AND OUTLET, PADLOCK WINGS ON INLET ANGLE BALL VALVE, SINGLE CHECK
OC
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"x3/4" METERS
OD
WATER METER
AMI WATER METER WITH RADIO AND BATTERY UNIT, TO BE PROVIDED BY THE CITY
OE
METER BOX
METER BOX, ARMORCAST A6001946PCX18, WITH METER BOX LID, ARMORCAST A6001969RCI-H7, TO READ
"RENTON WATER"
OF
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 i/4" WASHED GRAVEL
PIPE
SIZE BEND
MINIMUM DIMENSIONS
VOLUME
(CF)
A
D
L
11 V4°
8
2.0'
3/4"
1.5'
4"
22 Yz°
11
2.2'
% l
2.0'
45°
30
3.1'
6"
11 Y4
11
2.2'
3/a'
2.0'
22 Yz°
25
2.9'
45°
68
4.1'
8"
11 Y4"
16
2.5'
3/4"
2.0'
22 Yz°
47
3.6'
45°
123
5.0'
12"
11 Y4*
32
3.2'
3/a'
2.0'
22 Yi
88
4.5'
3.0'
45°
232
6.1'
25
111/4
70
4. 1'
1"
3.0'
16"
22 Yz°
184
5.7'
11/$ir
4.0'
45°
478
7.8'
20"
111/4"
91
4.5'
11/4'.
3.0'
22 YZ
225
6.1'
4.0'
45°
560
8.2'
11 Y4
128
5.0'
1 Y4"
3.5'
24"
22 YZ
320
6.8'
13/$rr
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
DEPARTMENT
1
REVISED PER CITY COMMENTS
MJS
7/26/23
HHH
SURVEYED:
BY OINERS
2
REVISED PER CITY COMMENTS
KEL
9/12/23
HHH
DESIGNED:
HOLL/ HEAI/RlN
3
REVISED PER CITY COMMENTS
KEL
0/11/2
HHH
DRAWN:
MARY U00RE
CHECKED:
HOLLI HEA I/RIN
NO.
REVISION
BY
DATE
I APPR
I APPROVED:
HOLLI HEA l/RIN
CONCRETE BLOCKING
FOR VERTICAL FITTINGS
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERnCAL' NAVD 198E
HORIZONTAL* NAD 1983/1991
DATUM
STD. PLAN - 330.2
M... Partuch. DATE
Publlc Works ACminiscracw
CITY OF
RENTON
vassiv
Planning/Building/Public Works Dept.
PUBLIC WORKS
DEPARTMENT
1" WATER SERVICE
STD. PLAN - 320.1
�-' 6/28/2023
siscracm DATE
O
O
O
N
N
10/11 /23
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
W-425511
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
yqi 12/06/2023 '
Pz
WATER UTILITY
ABDOUL GAFOUR 11/09/2023
O
TOWNS ON 12TH DATE
1011112023
3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK:
PAGE:
DRAWING NO:
WA TER STANDARD DETAILS C6.31
SHEET: OF:
58 93
Z
ti
O
Z
O
M
v
PLAN
PROFILE
MATERIALS
OA
TEE
MAIN LINE TEE WITH 4" SIDE OUTLET (MJxFL) WITH PLUG (MJ)
4" GATE VALVE WITH 2" SQUARE OPERATING NUT AND VALVE OPERATING NUT EXTENSION AS REQUIRED
OB
GATE VALVE
PER STD PLAN 330.1
OC
VALVE BOX AND LID
VALVE BOX AND LID PER STD PLAN 330.8
OD
FLANGE
4N2" TAPPED FLANGE (FLxFIPT)
OE
PIPE
2" BRASS OR BRONZE NIPPLE, LENGTH TO FIT
F
BEND
2" 90- BRASS BEND (FIPT x PACK JOINT), FORD C14-77-Q-NL OR EQUAL
OG
ADAPTER
2N2112" BRASS ADAPTER (FIPTxMNST)
OH
CAP
21/z" CAP (FNST) WITH GASKET, NOT VENTED
METER BOX, ARMORCAST A600164OPCX18, WITH METER BOX LID, ARMORCAST A6001947RCI-H7, TO READ
(DMETER
BOX AND LID
"RENTON WATER", EXPANSION JOINTS MUST BE INSTALLED 12" MINIMUM ON BOTH SIDES OF METER BOX
JO
BLOCKING
CONCRETE BLOCKING PER STD PLAN 330.1
STD. PLAN - 340.1
PUBLIC WORKS 2" BLOW -OFF ASSEMBLY APPROVED:
DEPARTMENT (PERMANENT) 6/28/2020 i
Martin Pastucha PubliDATE
c Works Atlminirtrator
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
81±
L TEMPORARY BLOCKING
NEW DI WATER MAIN
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)
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 Cl PIPE WITH
SAME OUTSIDE DIAMETER
3. COUPLING ADAPTORS FOR CONNECTION FROM DI TO Cl PIPE WITH DIFFERENT O.D. AND
FROM DI TO AC OR TO STEEL PIPE
STD. PLAN - 300.2
PUBLIC WORKS CONNECTION TO WATER MAIN APPROVED:
DEPARTMENT CUT -IN TEE AND TWO VALVES I
DATE
METERED BACKFLOW ASSEMBLY
(TO BE OBTAINED FROM CITY)
(1) 212" CONTROL VALVE
(1) CONSTRUCTION METER
(1) RPBA
METER SUPPORT (BY CONTRACTOR)
NSF 61 SUPPLY HOSE
HYDRANT ON EXISTING WATER MAIN
TEMPORAD" DI n- nEE ACC -DI V
(1) 2" GAL
(1) 2" 90*
(1) 2" GAT
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
6/28/2(
Marcm vsseucha
vubh� w*rirc aemini:macm 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 BY THE 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) 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 BYTHE 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
va► PUBLIC WORKS WATER PLAN GENERAL NOTES
DEPARTMENT MARCH 2O10
F NCO
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG.
8/g1
1114' AND 2212 ° BENDS
PIPE CLAMP AND
ANCHORROD
L
moo°
L~ A J
45' BEND
PIPE CLAMP AND
ANCHOR ROD
°L
yp ° A
- A -
90° BEND
PIPE CLAMP AND
ANCHOR ROD
MINIMUM DIMENSIONS
PIPE
SIZE
BEND
VOLUME
(CF)
A
D
L
4"
it Y4*
BLOCKING NOT REQUIRED
221/z*
45*
90*
16
2.5'
3/4
2.0'
11 Y4
BLOCKING NOT REQUIRED
22 YZ
6"
45*
13
2.3'
k4'
2.0'
90*
43
3.5'
3/4'
2.0'
11 Y4*
BLOCKING NOT REQUIRED
221/z"
8"
45*
33
3.2'
3/4'
2.0'
90*
86
4.4'
3j4'
2.0'
11%*
BLOCKING NOT REQUIRED
10"
221/z
13
2.3'
3j4"
2.0'
45*
64
4.0'
k4'
2.0'
90*
141
5.2'
V
3.5'
11 Y4
BLOCKING NOT REQUIRED
22 Y2
20
2.7'
3j4'
2.0'
12"
45*
111
4.8'
Y4'
2.0'
90*
206
5.9'
1 Ya'
4.0'
* D = ANCHOR ROD DIAMETER
MINIMUM DIMENSIONS BASED ON FOLLOWING CONDITIONS:
°� v • PIPE RESTRAINED MINIMUM 36' ON EACH SIDE OF BEND
• SAFE BEARING LOAD = 1,000 SF
• CONCRETE STRENGTH = 3,000 PSI L
�, • CONCRETE WEIGHT = 150 PCF
A • HYDROSTATIC PRESSURE = 200 PSI
• TRENCH = TYPE 2 FLAT BOTTOM TRENCH WITH LIGHTLY
° CONSOLIDATED BACKFILL PER ANSI/AWWA C150/A21.50
L * ' • FACTOR OF SAFETY = 1.5
• SOIL FRICTIONAL RESISTANCE BASED ON COHESIVE
I- -I GRANULAR SOIL (GC+SC), SAND, GRAVEL, CLAY MIXTURE
f A CONCRETE BLOCKING DESIGN MUST BE ADJUSTED FOR
NOTES: VARIANCES IN ANY OF THESE CONDITIONS.
1. NO CHANGE IN PIPE DIRECTION OR DIAMETER SHALL OCCUR WITHIN 36' OF THE VERTICAL BEND. BENDS, TEES, REDUCERS, ETC. BEYOND
THE 36' LIMIT MAY BE RESTRAINED BY STANDARD CONCRETE BLOCKING PER STD PLANS 330.1 AND 330.2.
2. FITTINGS SHALL BE POLYWRAPPED AFTER INSTALLATION OF PIPE CLAMPS AND ANCHOR RODS PRIOR TO POURING CONCRETE BLOCKING.
3. PIPE CLAMPS AND ANCHOR RODS SHALL BE INSTALLED PER STD PLAN 330.4.
4. JOINT RESTRAINT SHALL BE MEGALUG SERIES 1100 OR EQUAL.
5. WATER MAIN SHALL NOT BE PRESSURIZED UNTIL ALL TRENCHING WITHIN 100' OF VERTICAL BEND IS BACKFILLED AND COMPACTED TO
MINIMUM 3' COVER.
6. 90* VERTICAL BENDS SHALL ONLY BE INSTALLED WHERE GIVEN PRIOR APPROVAL BY THE CITY.
7. ALL CONCRETE SHALL BE MECHANICALLY MIXED. JOB SITE MIXING, HAND -MIXED CONCRETE, AND MOBILE CONCRETE MIXERS ARE NOT
ALLOWED.
8. BACKFILL TRENCH BEYOND 90* VERTICAL BLOCK WITH CRUSHED SURFACING TOP COURSE MATERIAL COMPACTED TO 95% MDD. CRUSHED
BACKFILL SHALL EXTEND 20' BEYOND BLOCK OR TO FIRM BEARING TRENCH WALL, WHICHEVER IS LESS.
9. CONCRETE BLOCKING SHALL BE LEFT OPEN OR SHEETED FOR MINIMUM 24 HOURS.
CONCRETE BLOCKING STD. PLAN - 330.3
� + PUBLIC WORKS APPROVED:
DEPARTMENT FOR VERTICAL FITTINGS
WITH RESTRAINED JOINTS 6/28/2023
Mar"n vartucha DATE
PUMic World Atlminbtrrtor
1
REVISED PER CITY COMMENTS
MJS
7/26/231
HHH
SURVEYED:
3Y OTHERS
2
REVISED PER CITY COMMENTS
KEL
9/12/23
HHH
DESIGNED:
ROLL/ HEAI/R/N
3
REVISED PER CITY COMMENTS
KEL
10/11/22
HHH
DRAWN:
MARY MOORS
CHECKED:
ROLL/ HEA VR/N
NO.
REVISION
BY
DATE
APPR
APPROVED:
ROLL/ HEA VR/N
4.2.1 PIPE SYSTEMS DESIGN CRITERIA
TIGURE 4.2.1.B PIPE ANCHOR DETAIL
11=
6^
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CONCRETE
BLOCK -4
CONCRETE BLOCK ANCHOR
_
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I_I ,-III-III,i�1-111_ _
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6" MIN. STRAP -FOOTING ANCHOR
-
TYPICAL) NTS
z
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7
v
v
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"MIN.1
v a v v
66"" MIN.
SECTION A -A
NOTE: FOR SOLID WALL HDPE, PIPE MUST BE
CONCRETE
NTS
FREE TO SLIDE INSIDE A 4' LONG SECTION
FOOTING
OF PIPE ONE SIZE DIAMETER LARGER.
KEYEDINTO
UNDISTURBED
SOIL AS SHOWN
II
I.
I
�711.
_I 1" MIN. DIAMETER
L� STEEL ROD (STRAP)
CLAMPED SECURELY
TO PIPE.
6" MIN.
µ p�-
- CONCRETE FOOTING
KEYEDINTO
1' iIN
a lol o o br.v
UNDISTURBED SOIL
AS SHOWN
x PIPE DIA.
-��2
MIN.
SECTION B-B
NTS
2021 Surface Water Design Manual
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL- NAD 1983/1991
DATUM
4-15
7/23/2021
CITY OF
RENTON
Planning/Building/Public Works Dept.
w
z
J
I �
IJ_w
�lo
DIRECTION OF FLOW
(MIN.}
I
8" MIN.
6"MIN.{TYP.) UNION (TYP.I
PLAN
3„MAX,
4 O
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 PREVENTIC`.
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.
t. • • PUBLIC WORKS SA* TO 2" DOUBLE CHECK VALVE STD. PLAN - 340.8
DEPARTMENT ASSLMBLY FOR IRRIGATION OR
RESIDENTIAL FIRE SPRINKLER MARCH 2010
10/11 /23
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
,con PLANNING
�zw� DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
W-425512
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
yqi 12/06/2023 '
WATER UTILITY
ABDOUL GAFOUR 11/09/2023
DATE:
O
TOWNS ON 12TH 10/111202J
3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK:
PAGE:
DRAWING NO:
WA TER STANDARD DETAILS C6.32
SHEET: OF:
59 93
0
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N
N
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TOP OF SLOPE (TYP)
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g I APO g51N�H�0 0
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CONNECT TO
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(ACCESS & UTILITY),
EXISTNG OFFSIIE TREE -
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15' BUFFER (TYP)
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(TYP)
PROPOSED SEWER
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pALPAY &
SCALE: 1" = 50'
0 25 50 100
STORM LEGEND
STORM PIPE
STORM SERVICE
EXISTNG STORM PIPE
STORM PIPE FLOW ARROW
STORM STRUCTURE - TYPE 1 CB
STORM STRUCTURE - TYPE 2 CB
SEWER LEGEND
SEWER PIPE
SEWER SERIWCE
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