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SEE SHEET C6.07
(ROW 6)
W
--i
EX/STING TREE
TO BE SA VfD
(TYP)
SEE SHEET C6.06 -
(ROW 5)
SEE SHEET 0 05 -
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
811
(ROW 4) /�
CONNECT TO EXISTING WATER
SEE SHEET C6.09
(WA-1 PROFILE)
SEE SHEET 0 09
(NE SUNSET 8L W)
SURVEYED:
BY OTHERS
DESIGNED:
HOLL/ HEA VR/N
DRAWN:
MARY MOORE
CHECKED:
HOLL/ HEA VR/N
APPROVED:
HOLL/ HEA VR/N
SCALE:
SEE SHEET 06.02
(ROAD A STA 15f00-END)
SEE SHEET C6.01
(ROAD A START-STA 15*00)
TOP OF SLOPE (TYP)
15' BLDG
SETBACK (TYP)
15' BUFFER (TYP)
A
Il��
.5£E 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 0 08
(NE 1121-H ST)
w
_426—
NE 12TH ST
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERnCAL• NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
CITY OF
RENTON
Planning/Building/Public Works Dept.
I
N
l
SCALE: 1" = 50'
0 25 50 100
WA TER LEGEND
y IN[
0
T'
WATER MAIN
WATER EASEMENT
WATER BSBL
EX/STING WATER P/PE
WATER FITTING
FIRE HYDRANT
WATER METER
TYPE / BLOW -OFF
AIR- VAC
5/S/25
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
W-425501
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TOWNS ON 12TH
3916 & 3926 NE 12TH ST, RENTON, WA 98056
COMPOSITE WA TER PLAN
10/111202J
PAGE:
C6.00
SHEET: OF:
48 93
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CONSTRUCTION RECORD DRA WINGS
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TRACT H
(CR/T/CAL AREA)
EX TREE -
TO BE SA VED -
(TYP) I
10' UTILITY I
I
EASEMENT (TYP)
m n
cn = C RO
m m -off
N �
14*55.58, 5.00' RT
1-12'%8" TEE (FL)
2-12" GATE VALVES (FLxM✓)
TOP OF NUT 424.78
TOP OF NUT 424.91
1-8" GATE VAL VE (FLxMJ)
TOP OF NUT 424.20
W/ CONC BLOCK/NG
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PROPOSED FINISH TOP OF NUT 428.04
GRADE CONTOUR TOP OF NUT 428 OJ
(TYP)2-8" GAVE VALVE (FLxM✓)
TOP OF NUT 428.14
„r TOP OF NUT 427.50
15' BSBL
JCL a7/7LL /
C6.06
TOP OF NUT 425.04
FIRE HYDRANT ASS'Y
8TM FLANGE 429.72
W/ CONC BLOCKING
STANDARD 1 " WA TER SERVICE
PER C. 0.R STD DTL 320.1,
SEE SHEET C6.31 (TYP)
SEE SHEETS C7.02-C7.04 FOR
UTILITY CROSSING NFORMAT/ON.
11135.29, 5.00' RT
1-12"x8" CROSS (FL)
2-12" GATE VALVE (FLxMJ)
FIRE HYDRANT ASS'Y
BTM FLANGE 428.83
W/ CONC BLOCK/NG
- PROPOSED STREET
LIGHT (TYP)
SEE SHEET
C6.O8
FIRE HYDRANT ASSEMBL Y
PER C. O.R STD DTL 310.1,
SEE SHEET C6.31 (TYP)
EX GROUND
CONTOUR (TYP)
3 NOT INSTALLED
SCALE: 1 " = 30
L ,
* 1-8" TEE (FL) 0 15 30 60
3--8" GA TE VAL VES (FLxM✓)
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 BLOCK/NG,
SEE NOTE 9, THIS SHEET WA TER LEGEND
HIGH PT ST
I: 12f85.84
HIGH PT I
L.• 430.28
LOW PT STA: 10
65.77
PW STA:
13f00. 00
LOW PT EL: 42788
I,
PW EL:
430.68
' o0
00
PW STA: 10*60.00
100.0
12f84.29 ROAD A
VC
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8 0
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PROPOSED GRADE
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WATER (TYP)
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0 ROAD
0 ROAD f (TYP)
VERT. SCALE.
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ad
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15+00 14+50 14+00 13+50 13+00 12+50 12+00
UNDERGROUND LOCATOR SERVICE
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811
063
11 +50
BY I DATE
11 +00 10+50 10+00
SURVEYED:
BY OTHERS
DESIGNED:
ROLL/ HEA VR/N
DRAWN:
MARY MOORE
CHECKED:
ROLL/ HEA VR/N
AP P R 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
- --
tiF
SGti
sFT
e�G
0
E 12TH ST
KEY MAP
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 RTANGS AND DEPTH.
5.
CONTRACTOR SHALL NOTIFY ALL AFFECTED UTILIAES 24 HOURS PR/OR TO
CONS7RUCAON.
6.
ALL WATER RTANGS 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 RTANGS 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.
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.
410
CITY OF
RENTON
Planning/Building/Public Works Dept.
5/S/25
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
TOWNS ON 12TH
3916 & 3926 NE 12TH ST, RENTON, WA 98056
WA TER PLAN & PROFILE
ROAD A (START- 15+00)
CONSTRUCTION RECORD DRA WINGS
0
0
0
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N
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DATE:
O
0/111202J
FIELDeo
PAGE
DRAWING NO: �ijh
C6.01
SHEET: OF:
49 93
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PROPOSED FINISH
GRADE CONTOUR EX GROUND
(TYP) SEE SHEET C6.09 CONTOUR (TYP)
17425.57, 5.00' RT 74 TRACT)
1-12" 45° BEND (M✓) i (STORM DRA/NA GE)
W/ CONC BLOCK/NG
WA TER EASEMENT (TYP) II \ -sss-
73
I
WATER BSBL (TYP)
SEE SHEET I J �ao2 �� PROPOSED
17f8217, 5.00 RT 72 � T_- _ Q �\ \ - \\ STREET LIGHT
1-12 /Tf_ (FL) 06. 07 221E I F - . •. --- ___- \9 ` �' ��• (TYP)
2-12 GATE VAL l/E (FLxM✓) 12 DI
TOP OF NUT 424.45
TOP OF NUT 424.47 84 -- 0 71 �� P --__ -_- -- I —
1-12"x8" REDUCER FL - I PRERTY LINE ,\ � SCALE: 1 " - 3 O'
O - I �o (TYP)
1-8" GATE VAL l/E FLxM✓ • / — �\ �`, �`44
TOP OF NUT 424.12 85 = z 12 D/
W/ CONC BLOCK/NG — — 00 \\ �� \� �"
rvy�22 \ . f 15f56.32, 5.00' RT \
D/ 4 1-12 "x22.5° BEND (M✓)
o , �
W/ CONC BLOCKING >
SELF 15
�vv
.. �f11.18, 5.28 RT
WA TER � T2" D/ \00 ¢�! 12 �� ° — 1- 12"x22.5° BEND M✓
17f62.51, 5.00' RT - 87 { EASEMENT l a \ — — — ' W/ CONC BLOCK/NG -
12 W TEE (MAR) SEE 70
1-6" GATE VAL I/E (FLxM✓) ° � ;;� � �; . ; s� '�
TRACT H,
I
TOP OF NUT 421.90 SHEET a� ` 'fie. 2��o p (CR/ 17CAL AREA)
FIRE HYDRANT ASS Y
BTU FLANGE 425.69 69 � — � p. � ,
W/ CONC BLOCK/NG C6.07 ' �i \ 2
10 UTILITY
OO EASEMENT
FIRE HYDRANT ASSEMBLY ' 15+ � (TYP)
PER C. O.R. STD DTL 310.1, 68 °
SEE SHEET C6.31 (TYP) t 66 63 N � I N C6 0
65 64 I . 62 61 60 ATC E ET
16f96.08, 28.75' L T TRACT M 16142.54, 22.33' L T 5
5EE
1-12" 45-BEND (M✓) (OPEN SPACE) 1-12" 45-BEND (MJ)
W/ CONC BLOCK/NG W/ CONC BLOCKING 16f05.7 ,, 5. 00' RT STANDARD I" WATER SERVICE
12"x6" TEE (UJxFL) PER C.O.R. STD DTL 320.1,
16f 15.21, 5.00' RT 1-6" GATE VALVE (FLxM✓) SEE SHEET C6.31 (TYP)
1-12" 45° BEND (M✓) TOP OF NUT 429.75
W/ CONC BLOCKING FIRE HYDRANT ASS'Y
BTU FLANGE 429.75
W/ CONC BLOCKING
436
426
416
18+50
18+00 17+50
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
811
it
17+00
16+50
16+00
1 440
i
PROPOSED ELEV.
F 9 ROAD � (TYP)
15+50
SURVEYED:
BY OTHERS
DESIGNED:
ROLL/ HEA VR/N
DRAWN:
MARY MOORE
CHECKED:
ROLL/ HEA VR/N
BY DATE APPR APPROVED:
ROLL/ HEA VR/N
O
430 v
W1v, J'
vJ
420
O
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
CITY OF
RENTON
Planning/Building/Public Works Dept.
KEY MAP
WA TER LEGEND
WA TER MAIN
— —
WA TER EASEMENT
- — — — — — —
- WA TER BSBL
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 DEFLEC7ION AT EACH JOINT SHALL NOT EXCEED
ONE—HALF THE MANUFACTURERS RECOMMENDED PERMISSIBLE
DEFLECTION.
2. ALL CONSTRUCTON SHALL BE IN ACCORDANCE WITH THE CITY OF
RENTON STANDARD SPECIFICATIONS.
3. LOCA77ONS OF EXISTING U77LI77ES SHOWN ARE APPROXIMATE. EXIS77NG
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 (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 340.1.
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.
5/S/25
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
TOWNS ON 12TH
3916 & 3926 NE 12TH ST, RENTON, WA 98056
WA TER PLAN & PROFILE
ROAD A (15+00 -END)
O
0
N
N
N
H
DATE:
O
0/111202J
FIELDeo
PAGE
DRAWING NO:
C6.02
SHEET: OF:
50 93
CONSTRUCTION RECORD DRA WINGS
A
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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
TOP OF NUT 435.02
(TYP)
C6. 05
TOP OF NUT 435.01
I I _
1-8" GA VE VAL Vf (FLxM✓)
TOP OF NUT 434.44
I19
W1 CONC BLOCKING
EX I TREE REM
TO REMAINN (TYP) ' .
A I
23 22 21 - 20
-9174
APN 0423o5 V0
UO
PH
TRACT M �� _ - =
jj
(OPEN SPACE)
I I
9 8
SEE SHEET TRACT /V
(OPEN SPACE)
C6.05 WA TER BSBL (TYP)
WATER EASEMENT (TYP)
18+00 18+50 19+00 19+50
SEE SHEET
17'
C6.01
)77-1
®1�11117��i1u iA�
10' UTILITY
EASEMENT (TYP)
Lj
16 15 14 -13
I \
I � \
f. r1.7- r-.o. ., l
'7-A- F N■ R/ I I 1 1
• N IH
a
N.
I I l RESTRAINED JOINT
- PIPING
f' oo 42 69
TRACT 0
7 6 5 I (OPEN SPACE) 4 3
Fr
RESTRAINED SEE SHEET 20*05. 00, 6. 00' RT
JOINT 1-12"x8" CROSS (FL)
19f42.64, 3. 00' RT PIPING C6. 01 2-12 GATE VALVE (FLxM✓)
1-11.25° BEND (M✓) TOP OF NUT 425.99
W1 CONC BLOCK/NG TOP OF NUT 426.03
2-8" GATE VAL Vf-5 (FLxM✓)
19f57.73, 6.00' RT TOP OF NUT 425.35
1-11.25° BEND (M✓) TOP OF NUT 425.43
W1 CONC BLOCKING W1 CONC BLOCK/NG
20+00
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
811
063
450
430
420
20+50
„m
t1211
1 " WA TER SERVICE
STD DTL 320.1 PROPERTY LINE
C6.31 (TYP) (TYP)
15 EX GROUND
CONTOUR
(TYP)
10
21*76.51, 6.00'RT
I 1-8" PLUG (M✓)
1-2" BLOW -OFF ASS?
W1 CONC BLOCK/NG
I 1-8" POL YP/GG/NG STATION
TZE PER COR STD. PLAN NO. 300.7
PLf 80 DI I 2" BLOW OFF
PER C. O.R. STD DTL 340.1,
SEE SHEET C6.32 (TYP)
ln�1 3p5,9235 _LC
APN 04ASSpCIPTE
ID ALP AY &
PROPOSED FIMSH
m GRADE CONTOUR
2 1 m j l (TYP)
WA TER EASEMENT (TYP)
WATER BSBL (TYP)
SEE SHEETS C7.02-C7.04 FOR
UTILITY CROSSING NFORMAT/ON.
SCALE: 1" = 30'
0 15 30 60
.
.
.
.
.
.
.
.
mo�O
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W
W°j�
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PROPOSED GRADE
s
N W
9 ROAD f (TYP)
. �
OPOSED 8"
I In 1
TER (TYP)
W
N O
N "� o
EX/STING GROUND
9 ROAD (TYP)
. Q
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.
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. . . . . .
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.
.
.
.
.
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.
.
PROPOSED ELEV.
. . . . . .
. . . .
. . . . . .
. . . . . .
. . . . . . .
. . . . . . .
.
.
. . . . . .
.
. . . . . .
9 ROAD f (TYP)
�ZC
EX/SANG ELEV.
HOR
E.• 1 "=30'
9 ROAD f (TYP)
VERT. SCA
E.• 1 "5'
20+00 20+50 21+00
SURVEYED:
BY OTHERS
DESIGNED:
HOLL/ HEA VR/N
DRAWN:
MARY MOORE
CHECKED:
HOLL/ HEA VR/N
BY DATE APPR APPROVED:
HOLL/ HEA VR/N
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
tiF
sFT
e�G
0
NE 92TH 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 DEFLECION 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 EX/STING U77LI77ES SHOWN ARE APPROX/MATE. EX/SANG
U77LI77ES SHALL BE FIELD LOCATED BY RESPECT VE UALITY COMPANIES
PR/OR TO CONSTRUC77ON.
4.
CONTRACTOR SHALL FIELD VERIFY ALL CONNEC77ONS TO EX/SANG PIPES
430
FOR PROPER RT77NGS AND DEPTH.
5.
CONTRACTOR SHALL NOAFY ALL AFFECTED U77LI77ES 24 HOURS PR/OR TO
CONSTRUC77ON
6.
ALL WATER RT77NGS AND VAL VES WITH MECHANICAL JOINT (MJ) END(S)
SHALL HAKE A WEDGE -TYPE BETA/NER 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
MAX/MUM JOINT SEPARA AON.
410
21+50 22+00 22+50
VERnCAL• NAVD 1988
HORIZONTAL- NAD 1983/1991 CITY OF
RENTON
DATUM
Planning/Building/Public Works Dept.
5/S/25
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
TOWNS ON 12TH
3916 & 3926 NE 12TH ST, RENTON, WA 98056
WA TER PLAN & PROFILE
ROW 1 & ROW 2
CONSTRUCTION RECORD DRA WINGS
O
O
O
N
N
N
DATE:
O
0/111202J
FIELDeo
PAGE
DRAWING NO:
C6.03
SHEET: OF:
51 93
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0
430 \-
420
410
.30f05.00, 10.00' L T
1-12" CROSS (FL)
3-12" GATE VAL Vf-5 (FLxMJ)
TOP OF NUT 428.04
TOP OF NUT 428.03 SEE SHEET C6.01
1-12'x8" REDUCER (FL) 108LF 12" DI
1-8" GA Vf- VAL Vf- (FLxMJ)
TOP OF NUT 428.14
TOP OF NUT 42750
TOP OF SLOPE
(TYP)
TRACTH
I Bs�l PROPOSED FINISH
GRADE CONTOUR
(TYP)
WATER L/NE WITHIN ROW 3 REMOI/ED
WATER SERVICES TO LOTS 38-39 REM01/ED
EX TREE
TO BE SA VfD
TRACT C (Typ)
TRACT G
\ I _ 44 (OPEN SPACE)
W1 CONC BLOCK/NG
173LF 12" DI WA TER BSBL (TYP)
RESTRAINED I
JOINT PIPING II o 1I 45 i I
46 I t / 8" DI WA TER EASEMENT (TYP)
o
WNI INF-� 8)p DI 42
O _ 8„ DI I I PROPERTY L/NE
Qj
, C� 00 s, I t (TYP)
W v fOW 3 N i
t /I 4. m 3" PLUG (MJ)W 75.50, 6.00' L T
1-81 TOP OF PIPE 421.95
30
1\ � 31 32 _ 33 34 35 36 37 I \ '1-2» BLOW -OFF ASS'Y
.W/ CONC BLOCKING
IL- c"Ncl ' - /15 1-8" POLYP/GG/NG STATION
STD PLAN 300.7 PE CORj I
D (M✓) C.O.R.
30f22.01, 9.97' L T 30f36.80, 6.00' L T »
SEE SHEET STANDARD 1 WATER SERVICE EX GROUND
1-22. 1-22.5°BEN
5° BEND NJ) PER STD DTL 320.1, CONTOUR (TYP)
TOP OF PIPE 425.75 C6, 01 TOP OF PIPE EN 425.68 SEE SHEET C6.31 (TYP)
W1 CONC BLOCKING W1 CONC BLOCK/NG
10' UTILITY
EASEMENT (TYP)
SEE SHEETS C7.02-C7.04 FOR
UTILITY CROSSING NFORMA TION.
N
PROPOSED GRADE
q
0 ROAD (TYP) u
hn�
N
ROP 95E9 8" -
WA R (TYP
■
EX/STING GROUND
0 ROAD f (TYP)
-¢009'
PROPOSED ELEV.
® ROAD (Typ) ROW 3 (E ST-WEST
EX/S77NG ELEV. HOR/Z. SCALE. 1 "=30'
0 ROAD �' (TYP) VERT. SCA E. 1 =5'
�
30+00 30+50 31f00 31+50
40
41
42
- ASPHAL T 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!
8/
063
440 440
430 430
420 420
410 410
32+50
:120 •
N
A
SCALE: 1" = 30'
0 15 30 60
h
3�
PROPOSED GRADE
0
0 ROAD f (TYP)
II
3�
n
EX/STING GROUND
oo
GRADE BREAK
n
0 ROAD (TYP)
o
41 f29.55
1.137"
EL: 429.13
1
PROPOSED ELEV.
0 ROAD (TYP)
RO
3 (NORTH -SOUTH)
EX/STING ELEV
HOR/Z. SCALE- 1 "30'
0 ROAD �' (TYP)
INERT. SCALE- 1 "5'
40+00 40+50 41f00
SURVEYED:
BY 07NERS
DESIGNED:
ROLL/ HEA VR/N
DRAWN:
MARY MOORE
CHECKED:
HOLL/ HEA VR/N
BY DATE APPR
ROLL/ HE -A l/R/N
SCALE:
AS NOIED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
41 f50
VERTICAL* NAVD 1988
HORIZONTAL- NAD 1983/1991
DATUM
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
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 UTILITY COMPANIES
PRIOR TO CONSTRUC77ON.
4. CONTRACTOR SHALL FIELD VERIFY ALL CONNEC77ONS TO EX/S7TNG PIPES
FOR PROPER RT77NGS AND DEPTH.
5. CONTRACTOR SHALL N077FY ALL AFFECTED U77LI77ES 24 HOURS PRIOR TO
CONSTRUC770N.
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.
5/S/25
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
TOWNS ON 12TH
3916 & 3926 NE 12TH ST, RENTON, WA 98056
WA TER PLAN & PROFILE
ROW3(E-W&N-S)
O
O
O
N
N
N
DATE:
O
0/111202J
FIELDeo
PAGE
DRAWING NO:
C6.04
SHEET: OF:
52 93
CONSTRUCTION RECORD DRA WINGS
Z
ti
O
Z
O
O
v
450
R
430
420
N
N
55+00
54+50
SEE SHEET C6.04
54f64.91, 4.94 L T
44= 45 1 a:_ . 31 n
1 12 CROSS (FL) I �
3-12" GATE VAL VfS (FLxM✓)
TOP OF NUT 428.04
TOP OF NUT 428.14 i�
TOP OF NUT 428.03 � �
1-12'x8" REDUCER (FL) ill
1-8" GAVE- VALVE- (FLxM✓)
TOP OF NUT 427.50 — 12 DI
W/ CONC BLOCK/NG W v ROA A 13f
46LF RESTRAINED
JOINT PIPING TO THE
END OF THE STORM LINE
DUE TO NON -CONFORMING 46 -
HORIZONTAL SEPARA 77ON
47
54+00
48
i
49
WA TER EASEMENT
(TYP) 50
51
52f9.3.96, 7.49' L T
1-12"x45° BEND (M✓)7'_�52
W/ CONC BLOCK/NG
23LF 1211
52f73.83, 0.20' L T
1-12 x45° BEND (MJ) - `=
W/ CONC BLOCK/NG
15, BSBL
TRACT L\
(CRI T/CAL AREA)
53+50
LQ
12 DI W +_
Wv
STANDARD I" WA TER SERVICE
Y130
PER C.O.R. STD DTL 320.1,
SEE SHEET C6.31 (TYP)
RESTRAINED JOINT PIPING
WHERE STORM /S CLOSER THAN
10.' HORIZONTAL TO WATER
29 MAIN ONLY NEEDS TO GO
10' PAST THE STORM ON EACH END.
FIRE HYDRANT ASSEMBL Y
L28 PER C.O.R. STD DTL 310.1,
SEE SHEET C6.31 (TYP)
52*06.85, 7.00' RT
_ — 12'W' TEE (M✓xFL)
1-6" GATE VAL Vf- (FLxM✓)
41* I 27 TOP OF NUT 433X
FIRE HYDRANT ASS'Y
' BTM FLANGE 437.22
y: W/ CONC BLOCK/NG
4 7\ 26 TRACTA SEE SHEET
(ACCESS & UTILITY) C6.03
25 2211
9
24 23 :.
o �
66LF 6& 12" DI �a 72LF 426F 12" DI � iN 144,CF444F 12 " D
52f0�_ _ — — BSBL 1
RQW 4
/TRACT M `
(OPEN SPACE)
53+00
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
811
EX TREE
TO BE SA VED
M (TYP)
SEE SHEETS C7.02-C7.04 FOR
UTILITY CROSSING NFORMAT/ON.
51f34.97, 7.00' RT
1-12'x8" TEE (FL) 10' UTILITY EASEMENT
2-12" GA Vf- VAL Vf- (FLxM✓) (T )
TOP OF NUT 435.02
TOP OF NUT 435.01 PROPOSED STREET
1-8" GAVE VALVE (FLxM✓) LIGHT (TYP)
TOP OF NUT 434° 44
W/ CONC BLOCK/NG SEE SHEET
SCALE: 1" = 30'
0 15 30 60
WA TER EASEMENT
C6. 08
EX GROUND
CONTOUR (TYP)
Q
NOT INSTALLED
WATER BSBL (TT)
I
R
TRA T N
- SPACE)
,3-8" GATE SAL VfS (FLxM✓)
436� 15 I
o0
>->2"x8" REDUCER (M✓)
•I °..
W
-
2-8" LONG BODY TRANSITION
HIM-
COUPLING (8" AC TO 8" DI)
N
FINAL CONNECTION BY CITY FORCES
1.
00
W/ CONC BLOCKING
1
(j)
_
19" tq VO,/V� 9;4 TY/lA/ NOT INSTALLED
� z
,
1
0�
S cc 9uFC4 6 zo
�o PROPERTY L/NE J I" L A MOSCA Pf
(TYP) IRR/GA77ON METER AND
`n ` RESTRAINED - DCVA PER COR STD PLAN
no PROPOSED FINISH JOINT PIPING �<_ , SEE LANDSCAPE PLAN
C o GRADE CONTOUR M 340 8
L 4.03
(Typ) CCC CLJ=7- 11�4_- n c3
52+50 52+00 51 +50 51 +00 50+50
SURVEYED:
BY OTHERS
DESIGNED:
ROLL/ HEA VR/N
DRAWN:
)VARY MOORE
CHECKED:
ROLL/ HEA VR/N
NO. REVISION BY DATE APPR APPROVED:
ROLL/ HEA VR/N
50+00
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL- NAD 1983/1991
DATU M
ii/
"TA
X
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 I BLOW -OFF
�t AIR- VAC
GENERAL NOTES
1. MAX/MUM ALLOWABLE DEFLECAON AT EACH JOINT SHALL NOT EXCEED
ONE-HALF THE MANUFACTURERS RECOMMENDED PERMISSIBLE
DEFLECTION.
2. ALL CONSTRUCTON SHALL BE IN ACCORDANCE WITH THE CITY OF
RENTON STANDARD SPECIFICATIONS.
3. LOCA77ONS OF EXISTING U77LI77ES SHOWN ARE APPROXIMATE. EXIS77NG
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 REQUIRED ON ALL WATER RT77NGS PER
C.O.R. S7D PLANS 330.2 AND 330.3.
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.
5/S/25
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
TOWNS ON 12TH
3916 & 3926 NE 12TH ST, RENTON, WA 98056
WA TER PLAN & PROFILE
ROW 4
CONSTRUCTION RECORD DRA WINGS
O
O
N
N
N
ODATE:
0/111202J
FIELDeo
PAGE
DRAWING NO:
C6.05
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) 66
EX GROUND
CONTOUR (TYP) �.
8" POL YP/GG/NG I N I
STATION PER COR °
STD. PLAN NO.. 300.7
EX TREE
TO BE SA I/ED
(TYP) Z2
\ e a
15' BSBL
Em
430
420
410
65 � 64 � 63
51f77.31, 6.00' RT
1-8" PLUG (M✓)
1-2" BLOW -OFF ASS'Y
W/ CONC BLOCKING
u
91=11�311119
50*49.44, 5.60' RT
1-8"x11.25' BEND (M✓)
W/ CONC BLOCK/NG
62 61 60�0
WA TER EASEMENT (TYP) \
WATER BSBL (TYP) \\r4'2
(TYP) .
RESTRAINED
JOINT PIPING
�� J /
TRACT L - �1 �053� 54 55 56
R (CRI T/CAL 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
w
51 +50
i Lllmv®II�
mm
SEESHEET
C6.02
Q\ 0
58 59 E
10' U7/L/TY
EASEMENT (TYP)
SEE SHEETS C7.02-C7.04 FOR
UTILITY CROSSING NFORMAT/ON.
N.11207im •
51 +00
50+50
TRACT)
(STORM DRAINAGE)
49f 95.00, 6.00' RT
1-12x8" TEE (FL)
1-8" GATE VAL Vf (FLxU I)
TOP OF NUT 424.20
2-12" GATE VALVES (FLxUd)
TOP OF NUT 424.78
TOP OF NUT 424.91
W/ CONC BLOCKING
GRADE CONTOUR
(TYP)
SEESHEET
C6.01
50+00
SURVEYED:
BY OTHERS
DESIGNED:
ROLL/ HEA VR/N
DRAWN:
MARY MOORE
CHECKED:
ROLL/ HEA VR/N
BY DATE APPR APPROVED:
ROLL/ HEA VR/N
Eml
430
420
1
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.
0
`(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
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
CONSTRUCTON.
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 340.1.
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.
5/S/25
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
TOWNS ON 12TH
3916 & 3926 NE 12TH ST, RENTON, WA 98056
WA TER PLAN & PROFILE
Row 5
CONSTRUCTION RECORD DRA WINGS
O
O
N
M
N
v
O
O
O
N
N
N
DATE:
O
0/111202J
FIELDeo
PAGE
DRAWING NO:
C6.06
SHEET: OF:
54 93
O
v
PROPOSED FIRE HYDRANT
EX GROUND PER C. O.R. STD DTL J10.1,
CONTOUR (TYP) SEE SHEET C6. J1
EX OFFS/TE TREE STANDARD 1 " WA TER SERVICE SEE SHEET PROPOSED FINISH
PROPERTY L/NE TO REMAIN (TYP) PER C.O.R. STD DTL 320.1, GRADE CONTOUR
(TYP) SEE SHEET C6.31 (TYP) C6.02 (TYP)
SEE WA-1 PROF/LE, 76 � 75 � 74 73 72 71 7
SHEET C6.09 ` • �j / /�, WATER SETBACK (TYP) -A�f 69 68 67
70f 19.82 6.00' L T WATER T (TYP)
EA
1-12 x45° BEND (FLxM✓)(R✓)
W/ CONC BLOCK/NG -
��� , �' � 0 �BEF 1 " D/ RJ 71f00 N� w 'iris 72f �F '" (R✓
TRACTK�� -�
(CRITICAL AREA),41,
TOP OF SLOPE
7 �78 79 80 81 82 83 84 85 86 87 88 - 89 90
15' SETBACK
7LF
(TYP)
�� 70f26.51, 6.00' L T
7t�12 D/ 12'W TEE (FL)
,
71f67. 00, 8.50 L T
1-12" GATE VAL Vf- (FLxM✓)
1-12" TEE (FL)
TOP OF NUT 420.84
2-12" GATE VAL VE (FLxM✓)
1- 12 "ADAPTOR (M✓)
TOP OF NUT 424.45
1-6" GATE VAL VE (FLxM✓)
TOP OF NUT 424.47
TOP OF NUT 420.00
1-12"x8" REDUCER (FL)
F/RE HYDRANT ASS'Y
1-8" GATE VAL VE (FLxM✓)
87M FLANGE 4062
TOP OF NUT 424.12
W/ CONC BLOCK/NG
W/ CONC BLOCKING
SEE SHEETS C7. 02-CZ 04 FOR
UTILITY CROSSING NFORMA T/ON.
440
HIGH PT STA: 71f80.15
HIGH PT EL.• 427.11
PW STA.- 71f72.00
PW EL: 427.82
100.00 VC
0
0
EX/STING GROUND
0 ROAD � (TYP)
mm
L14�
430
Or
BEGIN
70f00 = ROW 6
EL: 422.00
?OAD IMPROVEMENT
\ /
3.38 _
o
\ PROPOSED 12" '-
WATER
\
i
Z
m �
0
J
EXISTING ELEV.
0 ROAD (TYP)
RO
6
PROPOSED ELEV.
0 ROAD f (TYP)
HOR/Z. SC
VERT. SC
E. I" J0,
E. 1" 5'
5382 FNC @ AP
FNC @ AP
53
t.000
so@
e
TRACT M
(OPEN SPACE)
TRACT L
(CRITICAL AREA)
2" BLOW OFF
/
PER C.O.R. STD DTL 340.1,
SEE SHEET C6.32 (TYP)
72187.77, 8.19' L T
'
1-8" PLUG (M✓)
1-2" BLOW -OFF ASS'Y
W/ CONC BLOCKING
1-8" POL YP/GG/NG STATION
PER C.O.R. STD DTL 300.7,
SEE SHEET C6.32
"�EEX TREE J 15' BSBL
TO BE SA VED
(TYP)
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)
1-- 1 1
II
PROPOSED GRADE
0 ROAD � (TYP)
Qo N
L244-r `��'�W
PROPOSED 8"
WA TERM \
o
70+00 70+50 71 +00 71 +50 72+00 72+50
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
811
w
N.110m •
0
SURVEYED:
BY OTHERS
DESIGNED:
ROLL/ HEA VR/N
DRAWN:
MARY MOORE
CHECKED:
ROLL/ HEA VR/N
BY DATE APPR
ROLL/ HEA l/R/N
73+00
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
430
420
410
73+50
VERTICAL: NAVD 1988
HORIZONTAL- NAD 1983/1991
DATUM
SCALE: 1" = 30'
0 15 30 60
CITY OF
RENTON
Planning/Building/Public Works Dept.
`(EYMAP
WA TER LEGEND
WA TER MAIN
- -
WA TER EASEMENT
- - - - - - -
- WA TERBSBL
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.
J 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
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 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.
5/8/25
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
W-425508
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TOWNS ON 12TH
3916 & 3926 NE 12TH ST, RENTON, WA 98056
WA TER PLAN & PROFILE
ROW 6
O
O
O
N
N
N
DATE:
O
0/111202J
FIELDeo
PAGE
DRAWING NO:
C6.07
SHEET: OF:
55 93
CONSTRUCTION RECORD DRA WINGS
Z
ti
O
Z
O
SEE SHEET NOT INSTALLED
/�TRACT IV "F" nn, vn,nn,V6 ter. nn.,
TRACT M V 6. O5 (OPEN SPACE)
(OPEN SPACE) ___ _..__. __-_
9 8 I I 7 6 5 d:
PROPERTY LINE
10' U77L/TY
EASEMENT (TYP)
� I
W 8"WATE (G 1
SD
CM \
SSCO
436.07'
8" CNC W=435.22
RIM-437.0 ' can
IE 12" CNC E=433. ' 00
IE 8" CNC SE=433. '
IE 8" CNC SW=433. '
IE 12" CNC W=433. ' NOT INSTALLED
,
M
W IJ
W IJ
SEE SHEET PROPOSED STREET
C6, O1 LIGHT (TYP) PROPOSED FINISH
GRADE CONTOUR
0�� 0HP Q
Tom" n"P — — °H
SAWCUT (TYP) Q
81*00
8" WATER MAIN (ASBESTOS CEMENT)
i NE 12TH ST, ev
— SD SD—��D SD -
s ` ---- CM
1-8x8" TEE (FL)
3-8" GATE VAL Vf-5 (FLxM✓)
1-8"x12" REDUCER (M✓)
2-8" LONG BODY TRANSITION
COUPLINGS (8" AC TO 8" DI)
1-8" SLEEI/E (M✓)
W/ CONC BLOCKING
FINAL CONNECTION
BY CITY FORCES
1-8x8" TEE (FL)
3-8" GATE SAL VES (FLxUJ)
1-8"x12" REDUCER (MJ)
2-8" LONG BODY TRANS177ON
COUPLING (8" AC TO 8" DI)
1-8" SLEEVE (M/)
W/ CONC BLOCK/NG
FINAL CONNECTION
BY CITY FORCES
TRACT 0 yl 4
(OPEN SPACE)
(TYP)
3 2 1
I I PROPERTY LINE
I'
iN
_
•. (TYP)
—
PROPOSED FIRE HYDRANT
— — �-
— — -- —
PER C. O.R. STD DTL 310.1,
0
s s• N N
SEE SHEET C6.31. THIS NEW
FIRE HYDRANT WILL BE
"•
'� " '
—
_ _
�� �a t , ...
-° - —
�,� : . p ; .a . ' i. i
— -� -' ; . ' a._ j .., .. ; :.
INSTALLED WITH THE CITY
•—'..:T
C/P PROJECT, AND THE
—424_
TOWNS ON 12TH DEI/ELOPER
"
_ °"P— -
W/LL REIMBURSE THE COST
P
'o er -
OF THE INSTALLATION BY CITY.
P `
OH
o I
z32t00
1
RIM=426.6S
IE 8" CNC NF=425.78'
EX/STING WA T R METER
TO BE /134NOONED
Z — —426-
42$ IE 12 CN = w w w—
I — IE 12" CNC W=424.44'
EX GROUND
SD c \ so SD G — CONTOUR (TYP)
SD Sp -
�il I --SD
IM=426.41� /
DT E 8" CNC NW=4-25-.-6'
M=427.83' �1'S
E 12" CNC E=424.93'
E 8" CNC SE=425.03'
E 8" CNC SW=425.03'
E 12" CNC W-425.03'
SEE SHEETS C7.02—C7.04 FOR
UTILITY CROSSING NFORMAT/ON.
NOT INSTALLED
8"x6" TEE (M✓xFL)
1-6" GATE VAL VE (FLxUJ)
F/RE HYDRANT ASS'Y
2-8" LONG BODY TRANSITION
COUPLING (8" AC TO 8" DI)
1-8" SLEEI/E (M✓)
W1 CONC BLOCK/NG
M
i
i
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
w
SURVEYED:
BY OTHERS
DESIGNED:
HOLL/ HE -A VR/N
DRAWN:
MARY MOORE
CHECKED:
HOLL/ HE VR/N
BY DATE APPR APPROVED:
HOLL/ HE -A VR/N
SCALE: 1" = 30'
0 15 30 60
SCALE:
VERnCAL• 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
i 1 /h M2
WA TER LEGEND
WA TER MAIN
— —
WA TER EASEMENT
- — — — — — —
- WA TERBSBL
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 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 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.
5/S/25
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
TOWNS ON 12TH
3916 & 3926 NE 12TH ST, RENTON, WA 98056
WA TER PLAN & PROFILE
NE12ST ST
CONSTRUCTION RECORD DRA WINGS
00
0
N
N
V
0
0
0
N
N
N
DATE:
O
0/111202J
FIELDeo
PAGE
DRAWING NO:
C6.O8
SHEET: OF:
56 93
pp
�- CUT --IN.• (BY CITY FORCES)
93f70.55, 19.55 L T
gCONNECT
TEE FL X WATER
Iice 3--12" GATE AL VES (FLxUd)
TOP OF NUT 394.85
-P -
C
L -
TOP OF -
SLOPE I c
(Typ) \\
15' BUFFER
(Ty)
PROPERTY LINE
(TYP)
EX TREE TO
BE SA VED (TYP,
370
92+50
eF C 6
Sys �p� '�� p p0 �\''�����5
q� „ c�`c p� co %�oo��c EX GROUND \Y �01 G�c 4�
G�P����� CONTOUR (TYP)
P P P P - - PP P P P P P P P P P P P
EX. 12" GATE VA VE - EX 12 WATER MAIN w 12"WATER (G1)
C w w w w w w w w w w w w w w w
12" POL YP/GGING STATION z 12" DI -
PER COR STD PLAN NO.. 300.7 SEE WA-1 PROFILE, THIS SHEET
93f00 94f00 N.• 187128.9348 00 96�00� ` 97f00 98f00 9�00
-�-- -�- E.•1310663.5701
ss ss _ ss _ ss ss _ _
9LF*F12" Dl = 3� 1-12'x45° VERTICAL BEND (R✓)
7LF�tF-12" DI W/ CONC BLOCKING NE SUNSET BL VD PROPOSED STREET /
EX OFFS/TE TREE 4LF-* -12" D/ N.• 187121.3525 / LIGHT (TYP)
TO REMAIN (TYP) 20LF� 12 Dl E.• 1310658.1103 , , i 2„ M� E�
-- - ,
_- p Uv - P c P C P
.W/ CONC BLOCKING ,, P
187115.7893 -------------------------------------------- -- - - - --__ - ___ _----------Jni` �__--- - - - r ----s---_ s-
r'�
--- ---- - PIPING AND FITTINGS[,416,
E. 1310654.1044_- SHALL BERESTRA/NED _--;- 1 12 x45° VERT/CAL BEND (R✓)JOINT BETWEEN CONNECTION 1 �� W/ CONC BL OCK/NGAND BEND.� - 1 � � 410 � ., ---� - -�- /- � I \ \ �� � N.• 187112.7932 �/o � / _ � ,i � � �,`-
E.• 1310651.9470 � �� - - �Q -- _
ll \\ -�� _ 420 1-12"x45° VERT/CAL BEND (R✓); ' \ ��=�� - - - �\
i o W CONC BLOCKING - _ 420 - TRACT `(CRITICAL AREA
" - Y _ CASING PIPE
^� 76 �%` PER C.O.R. STD DTL 412
BSBL 41LF 12" D/ SEE SHEET C5.31 TRACT)
FINISH
77 SEE N.• 18706J 5307 N.- 187096. 5146 PROPOSED
TRACT`( SHEET E.• 1310616.4749 E.• 1310640.2254 (STORM DRA/NAGS) GRADE CONTOUR
(CRITICAL AREA) 1-12"x45' VERTICAL BEND (Rd)1-12"x45° VERTICAL BEND (RI) �) SEE SHEETS C7. 02-C7. 04 FOR
C6, 07 W/ CONC BLOCK/NG W/ CONC BLOCKING
>2" D/ UTILITY CROSSING/VFORMA T/O/V. SCALE: 1 " = 3 O'
5LF
IF CONNECTION TO THE WATER MAIN /N SUNSET IS MADE
PR/OR TO THE EXTENSION OF THE ONS/TE WA TER,
DEVfZOPER SHALL EXTEND THE STUB FROM THE EX MAIN
SOUTH TO A POINT WHERE /T /S OUTS/DE THE ROW.
93+00 93+50 94+00 94+50 95+00
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
8/
063
95+50
96+00
N.11207im •
390
370
96+50
430
420
410
390
EX/STING GROUND
® PIPE � (TYP)
\ PROPOSED GRADE
® PIPE f (TYP)
12 x45' VERTICAL BEND (R✓)
W/ CONC BLOCKING
m
PROPOSED 12" D/ WATER
W/ RESTRA/NED JOINTS (TYP)
SLOPE ANCHORS ARE REQUIRED ON
WATER MAIN /F GRADE /S A90Vf 209
SEE ANCHOR DETAIL, SHEET C6.32.
V
\ PROPOSED
BLOCK WALL
10'
CASING PIPE EX SD n
PER COR STD DTL 412, lE 392.60 I
SEE SHEET C5.31
12"x45° VER77CAL BEND (R✓) y
W/ CONC BLOCKING
EX/STING ELEV.
® P/PE � (TYP) WA 1
PROPOSED ELEV. HOR/Z. SCALE- 1'=30'
® P/PE �' (TYP) VERT. SCALE- 1 "=5'
0+50
SURVEYED:
BY OTHERS
SCALE:
AS NOTED
DESIGNED:
ROLL/ HEA VR/N
DRAWN:
MARY MOORE
ONE INCH
CHECKED:
HOLL/ HEA VR/N
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
BY
DATE
APPR
APPROVED:
HOLL/ HEA VR/N
0 15 30 60
430
420
410
390
1+00 1+50
VERTICAL* NAVD 1988
HORIZONTAL- NAD 1983/1991 CITY OF
F
RENTON
DATUM
Planning/Building/Public Works Dept.
--------
WA TER BSBL
EX/STING WATER PIPE
IV] IN[
WATER FITTING
Ak
FIRE HYDRANT
®
WA TER METER
•D-
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 COIVSTRUC77ON 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 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
COIVS7RUC77ON.
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 340.1.
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.
5/S/25
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
TOWNS ON 12TH
3916 & 3926 NE 12TH ST, RENTON, WA 98056
WA TER PLAN & PROFILE
NE SUNSET BL VD & WA 1
0
O
0
N
N
Qk
N
DATE:
O
0/111202J
FIELDeo
PAGE
DRAWING NO:
C6.09 O)
SHEET: OF:
57 93
CONSTRUCTION RECORD DRA WINGS
!r TESTING CONNECTION
N EXISTING
WATER MAIN
POLYPIG STATION PER STD PLAN 300.7
(1) VERTICAL CROSS (M1xFL)
(1) BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG
N (1) BLIND FLANGE ON BOTTOM
(1) PLUG (MJ) WITH 2" TAP AND TEMPORARY BLOW -OFF ASSEMBLY
rWITH TEMPORARY THRUST BLOCKING
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
N
O
FINAL CONNECTION
UPON COMPLETION OF POLYPIGGING, HYDROSTATIC TESTING,
O AND DISINFECTION, REMOVE TEMPORARY THRUST BLOCKING
AND TEMPORARY BLOW -OFF ASSEMBLIES
FINAL CONNECTION (BY CITY FORCES)
0 (2) DI SPOOLS
(1) LONG BODY DI SLEEVE (MJ)
Ain
a a o oOo NEW DI WATER MAIN
�M d
0 NOTES:
r ` 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
STD. PLAN - 300.3
.• PUBLIC WORKS CONNECTION TO WATER MAIN APPROVED:
DEPARTMENT CUT -IN TEE AND THREE VALVES 6/28/2023
Martin Paztucha DATE
P"Dhc W.,w nemmisvm«
VALVE BOX AND LID
SECTION A -A
c
8" TO 12'
MATERIALS
MAIN
TWO-PIECE VALVE BOX WITH REGULAR
BASE SECTION TO FIT AND STANDARD 8"
OA VALVE BOX
TOP SECTION, OLYMPIC FOUNDRY INC
940 OR RICH #045 (NON -LOCKING)
COVER TO MATCH VALVE BOX
MANUFACTURER, TO READ "WATER",
OB VALVE BOX LID
WITH EARS IN DIRECTION OF WATER
MAIN
8" THICK HMA FOR VALVE IN PAVED
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
BARB AND BLUE LABEL TO READ
OE MARKER POST
"WATER", CARSONITE UTILITY MARKER
CRM3-066-08 OR EQUAL
VALVE OPERATING NUT EXTENSION
2" SQUARE
OPERATING NUT
4Y4" DIAMETER
1/8" MIN THICKNESS
IETER STEEL,
I AS REQUIRED
y/ %g 1vn1v 1 n1l.Rlvt»
7 21/4" 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
i
34�v
NOTES
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,
PUBLIC WORKS DEPARTMENT OPERATING NUT EXTENSION,
AND MARKER POST
STD. PLAN - 330.7
Martin Pastutha DATE
PUDIic Works Aaminisvat«
IyU 1 tzl�:
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.
OA HYDRANT
OB TEE
OC VALVE
OD VALVE BOX
OE PIPE
O JOINT RESTRAINT
OG GRAVEL
OH CONCRETE BLOCK
OI BLOCKING
JO SHEAR BLOCK
O PAVEMENT MARKER
COMPRESSION TYPE HYDRANT (SEE APPROVED MATERIALS LIST) WITH 6" MJ INLET WITH LUGS, 5 Y4" MVO,
1 Y4" PENTAGON OPERATING NUT, TWO (2) 2 Y2" NST HOSE NOZZLES, AND 4.875" SST PUMPER NOZZLE
EQUIPPED WITH 5" STORZ ADAPTER AND 1/8" STAINLESS STEEL CABLE, WITH EXTENSION IF NECESSARY.
MAIN LINE TEE WITH 6" FLANGE SIDE OUTLET
6" GATE VALVE (FLxMJ)
VALVE BOX AND LID PER STD PLAN 330.7
CLASS 52 DI, LENGTH TO FIT
MECHANICAL JOINT RESTRAINT WITH CONCRETE BLOCKING OR (2) 3/4" CORTEN STEEL TIE RODS
1 Y4" WASHED DRAIN ROCK, MINIMUM V ABOVE BOOT FLANGE WITH 8-MIL POLYETHYLENE SHEETING
AROUND TOP AND SIDES OF GRAVEL
MINIMUM 16"x8"x4" CONCRETE BLOCKS UNDER FIRE HYDRANTAND GATE VALVE
CONCRETE BLOCKING PER STD PLAN 330.1
4'x4'x6" CONCRETE SHEAR BLOCK AROUND FIRE HYDRANT, SEE STANDARD DETAIL 310.2
BLUE REFLECTIVE PAVEMENT MARKER PER STD PLAN 310.3
STD. PLAN - 310.1
PUBLIC WORKS APPROVED:
DEPARTMENT FIRE HYDRANT ASSEMBLY
6/28/2022
rtmP Publlc Works Administrator DATE
90° BEND
CAP / PLUG
45° BEND
2212o BEND
B ID
7;7
ox
TEE
11 Y40 BEND
MINIMUM BEARING AREA
AGAINST UNDISTURBED SOIL (SF)
PIPE
SIZE
PR(PS)
O
O
O
O
O
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)
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
MUCK OR PEAT
SOFT CLAY
SAND
SAND AND GRAVEL
CEMENTED WITH CLAY
HARD SHALE
SAFE BEARING LOAD
0
1,000
2,000
3,000
4,000
10,000
NOTES:
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 PERMITTAKING UP OR DISMANTLING
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.
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.
8. CONCRETE BLOCKING SHALL BE LEFT OPEN OR SHEETED FOR MINIMUM 24 HOURS.
STD. PLAN - 330.1
,• PUBLIC WORKS CONCRETE BLOCKING APPROVED:
9�1E DEPARTMENT FOR HORIZONTAL FITTINGS 6/28/2(
Martin Pastucha DATE
Publlc Works Adminirtrator
UNDERGROUND LOCATOR SERVICE
CALL BEFORE )I ./ )IOU DIG
811
NO.
REVISION
11 Y4° AND 22 Y2 ° BENDS
FPIPE CLAMP AND
ANCHOR ROD
L
L v oo A
"
e
�A
45° BEND
FPIPE CLAMP AND
ANCHOR ROD
L'' o o� o �
oo D A
A
PIPE
SIZE BEND
MINIMUM DIMENSIONS
VOLUME
(CF) A D L
111/4°
8
2.0'
1/4"
1.5'
4"
221/2
11
2.2'
3/4'
2.0'
45'
30
3.1'
6"
11 %4°
11
2.2'
3/a'
2.0'
221/Z
25
2.9'
45°
68
4.1'
8"
11 Y4
16
2.5'
3/a
2.0'
22 Yi
47
3.6'
45°
123
5.0'
12"
11 Y4
32
3.2'
3/a'
2.0'
22 Yz
88
4.5'
3.0'
45'
232
6.1'
2.5'
11 %*
70
4.1'
1"
3.0'
16"
22 YZ
184
5.7'
11/$'
4.0'
45°
478
7.8'
20"
11 Y4
91
4.5'
11/4"
3.0'
22 Yz°
225
6.1'
4.0'
45"
560
8.2'
11 Y4
128
5.0'
1 Y4"
3.5'
24"
22 Yz
320
6.8'
13/$tr
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.
STD. PLAN - 330.2
PUBLIC WORKS CONCRETE BLOCKING APPROVED:
DEPARTMENT FOR VERTICAL FITTINGS 6/28/202'
Mara. P- h. DATE
Publlc Works Aaminisvac«
SURVEYED:
8Y OTHERS
DESIGNED:
HOLLI HEA VRIN
DRAWN:
MARY U00RE
CHECKED:
HOLLI HEA VRIN
BY DATE APPR APPROVED:
HOLLI HEA VRIN
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 19W
HORIZONTAL- NAD 1983/1991
DATUM
L LOOP DOWN TO CENTERLINE OF WATER MAIN
TO PROVIDE SLACK IN SERVICE LINE TO METER
MATERIALS
U
CORPORATION STOP
OB
TUBING
OC
METER SETTER
OD
WATER METER
O
METER BOX
O
COUPLER AND PLUG
O
GRAVEL
•
CITY OF
RENTON
Planning/Building/Public Works Dept.
w
Z
J
F IN UNIMPROVED ROW,
w INSTALL METER BOX
p AT PROPERTY LINE WITH
a 1" COPPER TAILPIECE
SIDEWALK
w
Z
J
F
w CITY PRIVATE
o
a PIPING PIPING
i
21" TO 30"
1" BALL CORPORATION STOP WITH BALL VALVE, AWWA TAPERED THREAD (CC) INLET, QUICK JOINT OUTLET,
FORD FB1000-4-Q-NL OR A.Y. MCDONALD 74701BQ
1" TYPE "K" SOFT COPPER TUBING
1" SETTER, QUICK JOINT INLET AND OUTLET, PADLOCK WINGS ON INLET ANGLE BALL VALVE, SINGLE CHECK
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
AMI WATER METER WITH RADIO AND BATTERY UNIT, TO BE PROVIDED BYTHE CITY
METER BOX, ARMORCAST A6001946PCX18, WITH METER BOX LID, ARMORCAST A6001969RCI-H7, TO READ
"RENTON WATER"
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
1 Y4" WASHED GRAVEL
PUBLIC WORKS
DEPARTMENT
1" WATER SERVICE
STD. PLAN - 320.1
6/28/2023
DATE
5/S/25
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
'Con PLANNING
�zw�
DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
W-425511
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TOWNS ON 12TH
3916 & 3926 NE 12TH ST, RENTON, WA 98056
WA TER STANDARD DETAILS
O
O
O
N
N
DATE:
O
1011112023
i7LDBOOK:
PAGE
DRAWING NO:
C6.31
SHEET: OF:
58 93
CONSTRUCTION RECORD DRA WINGS
Z
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M
v
m
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
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)
C
CAP
2 Y2" CAP (FNST) WITH GASKET, NOT VENTED
METER BOX, ARMORCAST A6001640PCX18, WITH METER BOX LID, ARMORCAST A6001947RCI-H7, TO READ
OI
METER BOX AND LID
"RENTON WATER", EXPANSION JOINTS MUST BE INSTALLED 12" MINIMUM ON BOTH SIDES OF METER BOX
O
BLOCKING
CONCRETE BLOCKING PER STD PLAN 330.1
STD. PLAN - 340.1
•• PUBLIC WORKS
2" BLOW -OFF ASSEMBLY
APPROVED:
"` DEPARTMENT
(PERMANENT)
6/28/2(
Martin Pastwh, DATE
Public Works Adminirtra°r
a
a
a
EXISTING
WATER MAIN
8,+
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
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 CI PIPE WITH
SAME OUTSIDE DIAMETER
3. COUPLING ADAPTORS FOR CONNECTION FROM DI TO CI PIPE WITH DIFFERENT O.D. AND
FROM DI TO AC OR TO STEEL PIPE
PUBLIC WORKS CONNECTION TO WATER MAIN
DEPARTMENT CUT -IN TEE AND TWO VALVES
STD. PLAN - 300.2
DATE
METERED BACKFLOW ASSEMBLY
(TO BE OBTAINED FROM CITY)
(1) 21/2" CONTROL VALVE
(1) CONSTRUCTION METER
(1) RPBA
METER SUPPORT (BY CONTRACTOR)
NSF 61 SUPPLY HOSE
HYDRANT ON EXISTING WATER MAIN
TEMPORARY BLOW -OFF ASSEMBLY
(1) 2" GALVANIZED PIPE
(1) 2" 90° BEND
(1) 2" GATE VALVE
II POLYPIG
POLYPIG STATION
(1) VERTICAL CROSS (MJxFL), SIZE TO MATCH WATER MAIN
(1) BLIND FLANGE WITH 2" TAP ON TOP OF CROSS
(1) TEMPORARY BLOW -OFF ASSEMBLY
(1) BLIND FLANGE ON BOTTOM OF CROSS
(1) PLUG (MJ) ON END OF CROSS WITH TEMPORARY THRUST BLOCKING
NOTES:
1. THE BACKFLOW PREVENTION ASSEMBLY AND SUPPLY HOSE MUST BE DISCONNECTED DURING HYDROSTATIC PRESSURE TESTING OF THE
NEW WATER MAIN.
2. POLYPIG AND ALL DEBRIS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS VIA SANITARY METHOD PRIOR TO DISINFECTION OF NEW
WATER MAIN.
3. UPON REMOVAL OF POLYPIG, REMOVE TEMPORARY BLOW -OFF ASSEMBLY AND INSTALL 2" PLUG.
4. THE NEW WATER MAIN SHALL BE CONNECTED TO THE EXISTING SYSTEM ONLY AFTER NEW WATER MAIN IS POLYPIGGED, DISINFECTED
AND SATISFACTORY BACTERIOLOGICAL SAMPLE RESULTS ARE OBTAINED.
5. THE INTERIORS OF ALL PIPES AND FITTINGS TO BE USED IN FINAL CONNECTION MUST BE SWABBED OR SPRAYED WITH A 5-6% AVAILABLE
CHLORINE SOLUTION.
STD. PLAN - 300.7
PUBLIC WORKS APPROVED:
DEPARTMENT POLYPIGGING NEW WATER MAINS
6/28/2023
Mahn Pastuch" DATE
Pnehr work: namm:v"«
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 PURITYTESTING.
8. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING
PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING
THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED,
AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUBLIC WORKS INSPECTOR.
9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING
DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER
MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR
THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND
ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE
CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION.
ti�Y o STD. PLAN - 300.0
a� PUBLIC WORKS WATER PLAN GENERAL NOTES
DEPARTMENT MARCH 2O10
F NCO
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
8/
NO.
1114' AND 22 Y2 ° BENDS
FPIPE CLAMP AND
ANCHOR ROD
i
A
_A
45' BEND
PIPE CLAMP AND
ANCHOR ROD
oL
L�`�
yp va o A
A
90° BEND
PIPE CLAMP AND
ANCHOR ROD
MINIMUM DIMENSIONS
PIPE
SIZE
BEND
VOLUME
(CF)
A
D
L
4"
11 Y4
BLOCKING NOT REQUIRED
22 Y2*
45°
90°
16
2.5'
3/4'
2.0'
11 Y4
BLOCKING NOT REQUIRED
22 Y2'
6"
45°
13
2.3'
%11
2.0'
90°
43
3.5'
%11
2.0'
11 Ya°
BLOCKING NOT REQUIRED
221/z°
8"
45°
33
3.2'
3/4"
2.0'
90°
86
4.4'
3j4'
2.0'
11Y/4°
BLOCKING NOT REQUIRED
10"
22 YZ
13
2.3'
3j4'
2.0'
45°
64
4.0'
%11
2.0'
90°
141
5.2'
1"
3.5'
11 Ya
BLOCKING NOT REQUIRED
22 Y2*
20
2.7'
3/q'
2.0'
12"
45°
111
4.8'
3/q"
2.0'
90°
206
5.9'
1 Y$'
4.0'
* D =ANCHOR ROD DIAMETER
MINIMUM DIMENSIONS BASED ON FOLLOWING CONDITIONS:
• PIPE RESTRAINED MINIMUM 36' ON EACH SIDE OF BEND
• SAFE BEARING LOAD = 1,000 SF
L • CONCRETE STRENGTH = 3,000 PSI
• 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 T 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.
SURVEYED:
8Y OTHERS
DESIGNED:
ROLL/ HEA VR/N
DRAWN:
MARY MOORS
CHECKED:
HOLL/ HEA VR/N
BY DATE APPR APPROVED:
HOLL/ HEA VR/N
CONCRETE BLOCKING STD. PLAN - 330.3
PUBLIC WORKS APPROVED:
DEPARTMENT FOR VERTICAL FITTINGS
WITH RESTRAINED JOINTS 6/28/z(
o ei:"w�:i,: enm„.r.,..,. DATE
4.2.1 PIPE SYSTEMS -DESIGN CRITERIA
FIGURE 4.2.1.B PIPE ANCHOR DETAIL
A�111,-1_
6n
MiN 2'M/ry i
e.v.
a _
CONCRETE
BLOCK A
CONCRETE BLOCK ANCHOR
vie v..
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p v p v P. v
CONCRETE SECTION A -A
FOOTING NTS
KEYEDINTO
UNDISTURBED
SOIL AS SHOWN
2021 Surface Water Design Manual
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
C5
6" MIN. STRAP -FOOTING ANCHOR
-(TYPICAL) NTS
z
6" MIN.
A
NOTE: FOR SOLID WALL HDPE, PIPE MUST BE
FREE TO SLIDE INSIDE A 4' LONG SECTION
OF PIPE ONE SIZE DIAMETER LARGER.
6" MIN. v .. .
hr�`a Yr.
VMIN. kiv .'v11v
2 x PIPE DIA.
r MIN.
SECTION B-B
NTS
VERnCAL• NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
4-15
1" MIN. DIAMETER
STEEL ROD (STRAP)
CLAMPED SECURELY
TO PIPE.
CONCRETE FOOTING
KEYEDINTO
UNDISTURBED SOIL
AS SHOWN
7/23/2021
CITY OF
RENTON
Planning/Building/Public Works Dept.
5/S/25
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
TOWNS ON 12TH
3916 & 3926 NE 12TH ST, RENTON, WA 98056
WA TER STANDARD DETAILS
O
O
O
DATE:
O
FI0/111202J
ELOBo
PAGE:
DRAWING NO:
C6.32
SHEET: OF,
59 93
CONSTRUCTION RECORD DRA WINGS
Z
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TOP OF SLOPE (TYP) 7\
APN g5�pg9�R C /
TRACT K
(CRITICAL AREA)
AP ZHIIANO9 HU0 0
LAT N4730'16.6071 "
LON- W12210'02.7073"
EXISTING TREE
TO BE SA VfD
(TYP)
T
TRACT A
(ACCESS & UTILITY);
EX/STING OFFS/TE TREE -
TO REMAIN (TYP)
— — — —
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
811
it
A PHUONO MY9v04
TRACTN_
(OPEN SPACE)
LAT N4730'11. 090J
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Uj
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0
W
FI • ►
CONNECT TO
EX/STING SEWER
CONNECT TO
EXISTING WATER
LAT N4730'16.8158"
LON- W12210'01.8512"
SURVEYED:
BY OTHERS
DESIGNED:
ROLL/ HEA VR/N
DRAWN:
MARY MOORE
CHECKED:
ROLL/ HEA VR/N
BY DATE APPR APPROVED:
ROLL/ HEA VR/N
CONNECT TO
EXISTING STORM
LA T.• N4730'16.3027"
LON.- W12210'00.7352"
LAT N4730'16.0052"
LOM- W12210101.2464"
LAT N4730'15.5734"
LON.• W12210'00.2517"
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
LAT N4730'15.2397"
LON- W122 0959. 4885"
LON- W122 09 59.9369"
EXISTING WA TER
VERTICAL: NAVD 1988
HORIZONTAL- NAD 1983/1991
DATUM
i
\s
TOP OF SLOPE (TYP)
15' BLDG
SETBACK (TYP)
15' BUFFER (TYP)
I
/ p42305-9E45LLC
pALPAY PROPER
PROPOSED WATER
(TYP)
PROPOSED STORM
(TYP)
PROPOSED SEWER
(TYP)
APN F4OPER1E51LLC
pALPAY
CITY o NOE LANo
L.L.A• REC.
ApN 04ASSOC A1E5 LLC
pALPAY &
PROJECT
BOUNDARY
(TYP)
LAT N4730'11.0413"
LON: W122 0957.5837"
CITY OF
RENTON
Planning/Building/Public Works Dept.
I
N
l
SCALE: 1" = 50'
0 25 50 100
STORM LEGEND
STORM PIPE
STORM SERVICE
EXISTING STORM P/PE
STORM PIPE FLOW ARROW
�❑
STORM STRUCTURE - TYPE 1 CB
STORM STRUCTURE - TYPE 2 CB
SEWER
LEGEND
SEWER P/PE
SEWER SERWCE
ss -
EXISTING SEWER P/PE
0
SEWER STRUCTURE
O
SEWER CLEANOUT
WA TER
LEGEND
WA TER MAIN
EXISTING WATER PIPE
-sI IN[
WATER FITTING
Ak
FIRE HYDRANT
®
WA TER METER
•�
TYPE / BLOW -OFF
AIR- VAC
POWER LEGEND
POWER CONDUIT
STREET LIGHT
POWER VAUL T
5/S/25
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
R-425536 S-425513 W-425513
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TOWNS ON 12TH
3916 & 3926 NE 12TH ST, RENTON, WA 98056
COMPOSITE UTILITY PLAN
vo
0
0
0
N
N
�i
N
ti
DATE:
O
0/111202J
FIELDeo
PAGE
DRAWING NO: �1
C7. 01
SHEET: OF:
60 93
CONSTRUCTION RECORD DRA WINGS
Z
ti
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O
v
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG.
811
SEE SHEET C7.03
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
O
0
N
M
N
v
`(EYMAP
0
0
0
N
N
K
SCALE: 1" = 30'
0 15 30 60
STORM LEGEND
STORM PIPE
-�
STORM SERVICE
-SD
EXISTING STORURIPF
STORM PIPE FLOW ARROW
❑❑
STORM STRUCTURE - TYPE 1 CS
STORM STRUCTURE - TYPE 2 CB
SEWER LEGEND
SEWER PIPE
SEWER SERWCE
_SS EX/STING SEWER PIPE
� SEWER PIPE FLOW ARROW
0 SEWER STRUCTURE
SEWER CLEANOUT
WA TER LEGEND
WA TER MAIN
-W EXISTING WATER PIPE
H C WATER F/TT/NG
• FIRE HYDRANT
® WA TER METER
•� TYPE / BLOW -OFF
AIR- VAC
v 10/11 /23
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
,con PLANNING
�zw� DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
�-425537 S-425514 1A-425514
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Lyqi
PMENT ENGINEERING WASTEWATER UTILITY 12/06/2023 jstowell 11 /30/2023
N
ODATE:
VERnCAL• NAVD 1988 .
HORIZONTAL- NAD 1983/1991 1
CITY 0 F TOWNS ON 2TH 10/111202J
3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK:
RENTON PAGE:
DATUM DRAWING NO:
Planning/Building/Public Works Dept. UTILITY CROSSING PLAN C7"02
SHEET: OF:
61 93
Lr) 4 SEE SHEET C7.02
N N NLO
�0°50 rr 53 54 :.;II r /
d' d' APN 3307801LE � � 55 56 57 58 59 • . I� g TRACT H /
41 (CRITICAL AREA)
I I JEN / � \ Nr '
I
TRACT L
(CRI T/CAL AREA) % a 42 I
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❑ I 4 ,. ( 305,9245�GG
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` EXISTING TREE
TO BE SA VED
44 52 51 50 49 4R Q (rYP)
46 ; rrH c, i [a `
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SEE UTILITY CROSSING TABLE .�0 9PEN "
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Y
TRACT M 45
SPACE) e � u F IIzi
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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
DATU M
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SD
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CONNECT TO
EXISTING WATER
CITY OF
RENTON
Planning/Building/Public Works Dept.
`(EYMAP
SCALE: 1" = 30'
0 15 30 60
STORM LEGEND
STORM PIPE
STORY
_SD
EX/S NGESTORM P/PE
STORM PIPE FLOW ARROW
❑❑
STORM STRUCTURE — TYPE 1 CS
STORM STRUCTURE — TYPE 2 CB
SEWER
LEGEND
SEWER PIPE
SEWER SERWCE
_SS EX/STING SEWER PIPE
4 SEWER PIPE FLOW ARROW
0 SEWER STRUCTURE
SEWER CLEANOUT
WA TER LEGEND
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WA TER MAIN
—W EXISTING WATER P/PE v
HI WATER FITTING �• ~� Z z
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AIR— VAC 100NAL
10/11 /23
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
R-425538 S-425515 W-425515
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
yqi 12/06/2023 w
0
0
N
M
N
v
0
0
N
N
WASTEWATER UTILITY
jstowell 11 /13/2023 kmj 141%
TOWNS ON 12TH
3916 & 3926 NE 12TH ST, RENTON, WA 98056
UTILITY CROSSING PLAN
DATE:
0/111202J
FIELDeo
PAGE
DRAWING NO: �7
C7.03
SHEET: OF:
62 93
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O
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