HomeMy WebLinkAboutP_Civil_Construction_260611_2_of_2_v3P P P P P
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92 LF 60" DETENTION PIPE
95 LF 60" DETENTION PIPE
90 LF 60" DETENTION PIPE 65 LF 60" DETENTION PIPE 76 LF 60" DETENTION PIPE
41 LF 60" DETENTION PIPE
28 LF 24" CPEP @ 0.00%
74
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SD 1-6
SD 1-8
SD 1-13SD 1-11
SD 1-9 SD 1-10 SD 1-12
SD 1-14
SD 1-5
34
3
4
32
33
33
3
3
33
3
3
33
3
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33
3
3
33
3333
33
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32 32 32 32 32 32
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34
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33
33
SD 1-4
6 LF 36" DETENTION PIPE
1
C7.01
3
C7.01
3
C7.01
1
C7.02 TYP
1
C7.02TYP
6 LF 36" DETENTION PIPE SD 1-15
3
434
3
4
34
3
4
34
3434
34
34
3
4
BOTTOM OF SD ELEV 25.5
TOP OF SS ELEV 21.9
STORM STRUCTURE TABLE
STRUCTURE NAME
SD 1-4
60" TYPE 2 CB
CONTROL STRUCTURE
N 178952.78
E 1298910.67
SD 1-5
ACCESS HATCH
N 178873.46
E 1298908.88
SD 1-6
ACCESS HATCH
N 178807.67
E 1298907.40
SD 1-8
ACCESS HATCH
N 178733.50
E 1298905.73
SD 1-9
ACCESS HATCH
N 178731.43
E 1298997.73
SD 1-10
ACCESS HATCH
N 178729.40
E 1299087.71
STRUCTURE DETAILS
RIM = 32.16
IE = 26.00 (12" W)
IE = 26.00 (36" S)
IE = 28.00 (12" NE)
RIM = 33.22
IE = 25.50 (60" N)
IE = 25.50 (60" S)
IE = 27.50 (12" E)
RIM = 33.87
IE = 25.50 (60" N)
IE = 25.50 (60" S)
RIM = 33.67
IE = 25.50 (60" N)
IE = 25.50 (60" E)
RIM = 33.28
IE = 25.50 (60" W)
IE = 25.50 (60" E)
RIM = 33.33
IE = 25.50 (60" W)
IE = 25.50 (60" E)
STORM STRUCTURE TABLE
STRUCTURE NAME
SD 1-11
ACCESS HATCH
N 178727.94
E 1299152.69
SD 1-12
ACCESS HATCH
N 178726.24
E 1299228.18
SD 1-13
ACCESS HATCH
N 178724.10
E 1299323.15
SD 1-14
ACCESSS HATCH
N 178723.47
E 1299351.15
SD 1-15
60" TYPE 2 CB
W/ SOLID LID
N 178722.41
E 1299398.13
STRUCTURE DETAILS
RIM = 33.25
IE = 25.50 (60" W)
IE = 25.50 (60" E)
IE = 26.00 (12" S)
RIM = 33.42
IE = 25.50 (60" E)
IE = 25.50 (60" W)
RIM = 33.40
IE = 25.50 (60" W)
IE = 25.50 (24" E)
RIM = 33.25
IE = 25.50 (60" E)
IE = 25.50 (24" W)
RIM = 33.64
IE = 26.00 (36" W)
IE = 26.00 (12" N)
IE = 26.00 (12" SE)
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A PORTION OF THE NE 1/4, NW 1/4, SE 1/4 & THE SW 1/4 OF THE NE 1/4 OF SEC. 18, TWN. 23 N., RGE. 5 E. W.M.
KING COUNTY, WASHINGTON.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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RENTON HIGH SCHOOL REMODEL - PHASE 1
RENTON SCHOOL DISTRICT
LU
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STORM DETENTION PLAN C4.15
N
GRAPHIC SCALE
0 20 40
1" = 20 FEET
10
1 NOT TO SCALE
STORM DETENTION LAYOUT
PLAN NOTES:
1.DETENTION PIPE PER
2.ACCESS HATCH PER
3
C7.01
1
C7.02
35
CIV-02
CIV-02
CIV-02
CIV-02
CIV-02
CIV-02
06/11/2026
DRAIN
DRAIN
DRAIN
SD 1-75
SD 1-67A
SD 1-57
SD 1-68ASD 1-68B
33 3
3
33
33
33 33
SD 1-67SD 1-68
34
34
BC: 33.83
TC: 34.33
BC: 32.87
TC: 32.87
BC: 33.13
TC: 33.13BC: 33.38
TC: 33.38
BC: 33.18
TC: 33.18
BC: 33.42
TC: 33.92
BC: 33.08
TC: 33.58
BC: 32.34
TC: 32.84
BC: 33.09
TC: 33.59BC: 32.93
TC: 33.43
BC: 33.17
TC: 33.67
BC: 32.11TC: 32.61
BC: 32.42
TC: 32.92
BC: 33.28TC: 33.78 BC: 32.88TC: 33.38
BC: 32.77
TC: 33.27
BC: 32.56
TC: 33.05
FG: 33.48
FG: 34.72
MATCH EG
BC: 33.99
TC: 34.49
FG: 34.61
FG: 34.58
MATCH EG
SD 1-14SD 1-13
SD 1-15
BC: 33.35
TC: 33.85BC: 33.33
TC: 33.83
BC: 33.26
TC: 33.27
BC: 32.82
TC: 33.32
BC: 33.27
TC: 33.77
BC: 33.23
TC: 33.73
BC: 33.18
TC: 33.68
BC: 33.36
TC: 33.86
BC: 33.43
TC: 33.93
BC: 33.50
TC: 34.00
BC: 33.57
TC: 34.07
FG: 33.37 FG: 33.33 FG: 33.28 FG: 33.21
FG: 33.16
FG: 33.19 FG: 33.28 FG: 33.38 FG: 33.46
BC: 33.83
TC: 34.33
BC: 33.75
TC: 33.75
BC: 33.68
TC: 33.68
BC: 33.78
TC: 34.28
BC: 34.40
TC: 34.40
BC: 33.80
TC: 34.30
BC: 33.87
TC: 34.37
BC: 34.37
TC: 34.37
FG: 34.37
BC: 33.19
TC: 33.69
0.35%0.50%0.50%0.87%0.81%0.44%1.05%1.05%0.97%0.18%
1.
3
0
%
1.
4
4
%
1.
5
7
%
1.
5
3
%
1.
4
2
%
1.
5
1
%
1.
6
0
%
1.
6
3
%
1.
0
0
%
1.
0
6
%
0.62%1.36%
0.61%1.
0
0
%
1.
6
7
%
1.
5
0
%
1.
5
0
%
1.
5
0
%
0.85%0.79%2.22%
5.
2
1
%
0.
6
9
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0
.
7
2
%
4.60
%
0.73
%
7.65
%
1
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2
0
%
5.
8
5
%
1.50%
1.5
0
%
1.
5
0
%
0.50%
0.50%
FG: 34.47
BC: 32.40
TC: 32.90
3.29%
BC: 33.21
TC: 33.71
BC: 33.37
TC: 33.87
BC: 33.36
TC: 33.86
BC: 33.11
TC: 33.61
FG: 34.48
STCB#7092
SD 1-72
SD 1-63A
SD 1-62
SD 1-73
SD 1-71
SD 1-74
3
4
3
5 35 3
5 35
35
35
3
5
SD 1-72A
BC: 34.86
TC: 35.36 BC: 34.77
TC: 35.27
BC: 34.86
TC: 35.36
BC: 34.81
TC: 35.31
FG: 35.00
FG: 35.86
BC: 35.36
TC: 35.86
FG: 36.19
FG: 36.09
FG: 35.14
MATCH EG
FG: 35.36
MATCH EG
FG: 36.16
FG: 36.48
FG: 36.48
FG: 36.08
FG: 35.97
FG: 36.11
FG: 35.85
FG: 35.85
FG: 35.85
FG: 35.93
FG: 35.94
FG: 35.57
MATCH EG
FG: 35.56
MATCH EG
BC: 35.51
TC: 36.00
BC: 35.10
TC: 35.10
BC: 35.56
TC: 36.06
BC: 35.22
TC: 35.72
BC: 35.09
TC: 35.59
BC: 34.99
TC: 35.49
SD 1-63
FG: 34.68FG: 34.69
FG: 34.77
MATCH EG
FG: 34.73
MATCH EG
BC: 33.63
TC: 34.13
BC: 34.38
TC: 34.88 BC: 34.97
TC: 35.47
BC: 34.93
TC: 35.43
BC: 35.04
TC: 35.54
BC: 34.46
BC: 34.10
TC: 34.60 BC: 35.24
TC: 35.73
BC: 35.47
TC: 35.97
BC: 35.32
TC: 35.32
BC: 35.53
TC: 36.03
FG: 35.98
BC: 35.57TC: 36.07
SD 1-73A
SD 7092A
FG: 36.23
FG: 36.48
FG: 36.48
FG: 36.44
FG: 36.43
FG: 36.20
FG: 36.18
FG: 36.19FG: 35.43
FG: 34.75
FG: 34.78FG: 34.75
FG: 34.86
FG: 36.16
FG: 36.30
FG: 36.19
FG: 36.39
FG: 35.18
FG: 34.90
FG: 35.12
BC: 34.10
TC: 34.60
1.
6
2
%
0.
8
1
%
1.
5
8
%
0.55%0.66%
1.26%0.89%
1.
4
2
%
35
3
6
36
3
6 36
35
36
PROTECT EXISTING TREE
DO NOT DISTURB THIS AREA
7.26%1.66%5.89%
3.09%1.77%
1.
5
0
%
0.
5
0
%
0.
5
0
%
1.
6
0
%
0.
9
9
%
0.
8
2
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0.50%0.50%
0.
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0.50
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1.00%4.01%
0.
8
1
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0.
3
6
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0.50
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1.77
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1.
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1
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3.90
%
3.84
%
0.
5
0
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FG: 34.62
FG: 34.39
FG: 36.15
8.00%
1.
5
0
%
35
35
35
FG: 36.40
TRENCH
DRAIN
FG: 35.77
FG: 35.69
FG: 35.01
FG: 36.02
FG: 36.12
FG: 36.44
FG: 36.41
FG: 36.48
FG: 36.40
FG: 35.75FG: 35.77
BC: 34.80TC: 34.82
BC: 34.83
TC: 34.85
BC: 34.85
TC: 35.35
N
GRAPHIC SCALE
0 10 20
1" = 10 FEET
5
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A PORTION OF THE NE 1/4, NW 1/4, SE 1/4 & THE SW 1/4 OF THE NE 1/4 OF SEC. 18, TWN. 23 N., RGE. 5 E. W.M.
KING COUNTY, WASHINGTON.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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4
0
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4
3
8
7
RENTON HIGH SCHOOL REMODEL - PHASE 1
RENTON SCHOOL DISTRICT
LU
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3
4
3
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3
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ADA PARKING DETAILS C4.21
2 SCALE AS NOTED
IPAC ADA PARKING
1 SCALE AS NOTED
SOUTHWEST ADA PARKING
CIV-02
06/11/2026
T
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TTT
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GRAPHIC SCALE
0 80 160
1" = 80 FEET
40
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before you dig.Call
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A PORTION OF THE NE 1/4, NW 1/4, SE 1/4 & THE SW 1/4 OF THE NE 1/4 OF SEC. 18, TWN. 23 N., RGE. 5 E. W.M.
KING COUNTY, WASHINGTON.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TE
D
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4
0
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4
3
8
7
RENTON HIGH SCHOOL REMODEL - PHASE 1
RENTON SCHOOL DISTRICT
LU
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OVERALL UTILITY PLAN C5.00
C5.01
C5.02
PROPOSED LEGEND:
BOLLARD
SANITARY SEWER MANHOLE
SANITARY SEWER CLEANOUT
STORM CATCH BASIN
STORM MANHOLE
ROOF DOWNSPOUT
GAS METER
GAS VALVE
UTILITY POLE
UTILITY POLE ANCHOR
PAD MOUNTED TRANSFORMER
POWER VAULT
THRUST BLOCK
90° BEND MJ
45° BEND MJ
22.5° BEND MJ
11.25° BEND MJ
TEE FL
TEE MJ
TEE MJ x FL
GATE VALVE MJ x FL
GATE VALVE MJ
CHECK VALVE
FIRE DEPARTMENT CONNECTION
FIRE HYDRANT
IRRIGATION CONTROL VALVE
WATER METER
POST INDICATOR VALVE
GAS LINE
ELECTRICAL LINE
WATER LINE
IRRIGATION PER RECORD DRAWING
FIRE SERVICE LINE
FENCE
CONCRETE
ASPHALT
PROPERTY/RIGHT-OF-WAY LINE
DS
P
NOTES
1.ALL CONNECTIONS TO EXISTING CITY WATERMAINS SHALL BE DONE BY CITY.
CONTRACTOR SHALL REFER TO CITY STANDARD DETAILS 300.1 TO 300.5 FOR
"BEFORE & AFTER" CONNECTION DETAILS.
2."POLYPIGGING" STATIONS SHALL BE VERTICAL CROSSES PER CITY STANDARD
DETAIL 300.7.
FIRE SPRINKLER NOTE
WHERE THE UNDERGROUND WATER SUPPLY TEES OFF TO SERVE ONLY A FIRE
SPRINKLER SYSTEM, A SEPARATE DETAILED PLAN MUST BE SUBMITTED BY THE
COTRACTOR AND APPROVED BY THE FIRE MARSHAL PRIOR TO INSTALLATION.
FIRE PROTECTION NOTES
THE FIRE PROTECTION SYSTEM INCLUDING MATERIALS, SIZING, AND
CONFIGURATION IS SUBJECT TO A CONTRACTOR PROVIDED DESIGN BY A FIRE
PROTECTION ENGINEER, AND AS SUCH, THE FINAL DESIGN OF THE FIRE
PROTECTION SYSTEM MAY DEVIATE FROM THE SYSTEM SHOWN. THE FIRE
PROTECTION SYSTEM AS SHOWN FROM THE MAIN LINE TO THE CONNECTION
AT THE BUILDING SPRINKLER IS INTENDED FOR LOCATION OF THE FIRE
HYDRANTS AND FIRE DEPARTMENT CONNECTION ONLY. CONTRACTOR'S BID
SHALL REFLECT THE CONDITIONS OF THE FIRE PROTECTION ENGINEER'S
DESIGN. CONTRACTOR SHALL COMPLY WITH ALL NATIONAL FIRE
PROTECTION ASSOCIATION REQUIREMENTS AS SET FORTH BY "NFPA 13", ITS
AMENDMENTS, AND LOCAL REQUIREMENTS, INCLUDING BUT NOT LIMITED TO
ACQUISITION OF ALL PERMITS.
GENERAL NOTES:
1.SEE SHEETS C7.05, C7.06, C7.07, C7.08, AND C7.09 FOR STANDARD WATER NOTES
AND DETAILS.
2.FILL AND COMPACT THE ROADWAY PRISM TO FINISH GRADE PRIOR TO EXCAVATION
FOR INSTALLATION OF NEW WATER MAIN.
3.ALL BENDS SHALL HAVE CONCRETE BLOCK PER DETAILS 1, AND 2 ON SHEET C7.08.
4.TRENCHING SHALL BE CONSTRUCTED PER DETAIL 1 ON SHEET C7.03
5.WATER MAINS 10" AND LESS IN DIAMETER SHALL HAVE A MINIMUM 3 FEET COVER.
WATER MAINS 12" AND GREATER SHALL HAVE A MINIMUM 4' COVER.
6.METER BOXES WILL BE INSTALLED BY THE CONTRACTOR. THE DROP-IN METER
WILL BE PROVIDED BY THE CITY.
7.PROVIDE TWO-WAY CLEANOUTS AT CONNECTIONS TO BUILDING PIPING PER DETAIL
4 ON SHEET C7.01.
A I R P O R T W A Y
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06/11/2026
3434
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EXISTING 1930'S
BUILDING FF
34.75'
STA:12+58.36
(1) 12" 45 DEGREE BEND (MJ)
(1) CONCRETE THRUST BLOCK
STA:11+38.90
(1) 12"x6" TEE (FL)
(1) 6" GATE VALVE (FL x MJ)
(1) 12" GATE VALVE (FL x MJ)
(1) 12" ADAPTER (FL x MJ)
(1) CONCRETE THRUST BLOCK
STA:12+65.11, 21.02' RT
(1) CAP (MJ)
(1) CONCRETE THRUST BLOCK
(1) 2" TEMP. BLOW-OFF ASSEMBLY
15.0' WATER
EASEMENT
9LF 12" DIP CL 52
12LF 6" DIP CL 52
STA:10+51.83=
STA:20+00.00
(1) 12" TEE (FL)
(2) 12" GATE VALVE (FL x MJ)
(1) CONCRETE THRUST BLOCK
(1) 12" ADAPTER (FL x MJ)
20LF 12" DIP CL 52
SS SERVICE TEE
IE: 20.74 6" (E)
FIELD VERIFY
100 LF 6" PVC @ 4.27%
SSCO 01, SSCO
RIM: 26.85
IE: 25.00 6" (W)
IE: 31.54 6" (E)
STA:20+25.14
(1) 12"x6" TEE (MJ x FL)
(1) 6" GATE VALVES (FL x MJ)
(1) CONCRETE THRUST BLOCK
STA:20+25.09
(1) FIRE HYDRANT ASSEMBLY
PER COR STD. PLAN 310.1
SEE DETAIL 1 ON SHEET C7.05
CONC. SHEAR BLOCK PER
COR STD. PLAN 310.2
SEE DETAIL 3 ON SHEET C7.05
9+87 10+00
11+00 12+00
STA:11+38.96, 16.10' LT
(1) FIRE HYDRANT ASSEMBLY
PER COR STD. PLAN 310.1
SEE DETAIL 1 ON SHEET C7.05
CONC. SHEAR BLOCK PER
COR STD. PLAN 310.2
SEE DETAIL 3 ON SHEET C7.05
STA:10+14.39, 0.00'
(1) 12" 45 DEGREE BEND (MJ)
(1) CONCRETE THRUST BLOCK
STA:10+42.80, 0.00' RT
(1) 12" 45 DEGREE BEND (MJ)
(1) CONCRETE THRUST BLOCK
27LF 12" DIP CL 52
23LF 12" DIP CL 52
STA:9+91.24, 0.01' LT
CONNECT NEW 12" WATER
TO EX. 12" GATE VALVE
(1) 12" DI SPOOL
(1) 12" SLEEVE
13LF 12" DIP CL 52
STA:12+65.13, 6.98 RT
(1) 12" 45 DEGREE BEND (MJ)
(1) CONCRETE THRUST BLOCK
115LF 12" DIP CL 5286LF 12" DIP CL 52
20
22
24
26
28
30
32
34
36
20
22
24
26
28
30
32
34
36
9+86.80
FG
10+00
FG
3
3
.
0
0
FG
3
2
.
9
4
10+50
FG
3
3
.
1
5
FG
3
3
.
3
5
11+00
FG
3
3
.
5
4
FG
3
3
.
7
0
11+50
FG
3
3
.
7
0
FG
3
3
.
7
7
12+00
FG
3
3
.
6
0
FG
3
3
.
6
5
12+50
FG
3
3
.
6
5
FG
3
3
.
6
8
12+89.87
FG
3
3
.
7
1
VERTICAL SCALE: 1'=2'
EXISTING PROFILE AT
WATER PIPE CENTERLINEPROPOSED PROFILE AT
WATER PIPE CENTERLINE
48" MIN.
PROPOSED GRADE AT
PIPE CENTERLINE
EXISTING GRADE AT
PIPE CENTERLINE
EX. TELECOM LINE
EX. TELECOM
LINE
NEW 12" STORM IE: 30.19
NEW 12" STORM
TOP: 27.11
NEW 6" STORM TOP: 27.52
NEW 6" SAN TOP: 24.37
NEW 12" STORM TOP: 27.85
IE: 28.42IE: 28.45IE: 28.46IE: 28.14
TOP: 28.77
1.50'
0.94'
4.08'
EX. 8" SAN TOP: 22.74
IE: 27.75
4.92'
EX. 12" STORM
TOP: 28.57 0.57'
1.03'
N
GRAPHIC SCALE
0 20 40
1" = 20 FEET
10
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before you dig.Call
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2
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A PORTION OF THE NE 1/4, NW 1/4, SE 1/4 & THE SW 1/4 OF THE NE 1/4 OF SEC. 18, TWN. 23 N., RGE. 5 E. W.M.
KING COUNTY, WASHINGTON.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TE
D
-
4
0
-
4
3
8
7
RENTON HIGH SCHOOL REMODEL - PHASE 1
RENTON SCHOOL DISTRICT
LU
A
2
5
-
0
0
0
3
4
3
C2
6
0
0
0
3
3
3
R-4387
PR
2
5
-
0
0
0
0
6
5
RE
N
T
O
N
H
I
G
H
S
C
H
O
O
L
R
E
P
L
A
C
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M
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1
UTILITY PLAN AND PROFILE C5.01
S
2
N
D
S
T
W
A
Y
MATCH LINE - SEE SHEET C5.02
PRIVATE
SANITARY
SEWER
38
W-438703
WW
P
-
2
7
-
4
3
8
7
S-438702
WT
R
-
2
7
-
4
3
8
7
CIV-02
CIV-02
CIV-02
CIV-02
GENERAL NOTE:
ALL WATER PIPE, FITTINGS, AND VALVES SHALL HAVE
RESTRAINED JOINTS. ALL MECHANICAL JOINT FITTINGS
AND VALVES SHALL HAVE WEDGE-TYPE RETAINER GLANDS
EQUAL TO MEGALUG SERIES 1100. ALL FITTINGS AND
VALVES SHALL ALSO HAVE CONCRETE THRUST BLOCKS
PER COR STD. PLAN 330.1 AND 330.3. "FIELD-LOK" RUBBER
GASKETS WITH STAINLESS STEEL TEETH FOR PUSH-ON
JOINT PIPES ARE NOT ALLOWED.
CIV-02
06/11/2026
T
34
33 33
34
34
35
3
5
35
35
35
34
34
36
36
(1) 12" GATE VALVE (FL x MJ)
(1) CONCRETE THRUST BLOCK
34
35
36
35
STA:22+81.16
(1) 12" 90° BEND (MJ)
(1) CONCRETE THRUST BLOCK
STA:22+86.25
(1) 12" TEE (FL)
(3) 12" GATE VALVE (FL x MJ)
(1) CONCRETE THRUST BLOCK
24LF 12" DIP CL 52
21+00 22+00
23+00
24+00
25+00
STA:20+25.14
(1) 12"x6" TEE (MJ x FL)
(1) 6" GATE VALVES (FL x MJ)
(1) CONCRETE THRUST BLOCK STA:23+45.21
(1) 2" TAPPED REDUCING TEE (MJxFIPT)
(1) 2" GATE VALVE (FIPT)
STA:23+39.22
(1) 12"x6" TEE (MJ x FL)
(1) 12" GATE VALVE (FL x MJ)
(1) CONCRETE THRUST BLOCK
STA:23+50.21
(1) 12" 90 DEGREE BEND (MJ)
(1) 12"X6" REDUCER (MJ x FL)
(1) 6" GATE VALVE (FL x MJ)
(1) FIRE HYDRANT ASSMEBLY
PER COR STD PLAN 310.1
(1) CONCRETE THRUST BLOCK
STA:23+14.49
(1) 12"x4" TEE (MJ x FL)
(1) 12" GATE VALVE (FL x MJ)
(1) 4" GATE VALVE (FL x MJ)
(1) 12" ADAPTER (FL x MJ)
(1) CONCRETE THRUST BLOCK
STA:22+86.45, 27.49' RT
CONNECT TO EXISTING 12" CITY OF RENTON WATER
BY CITY FORCES PER COR STD PLAN 300.4
(1) 8" DI SPOOL
(1) 8" SLEEVE
(1) 12"X8" REDUCER
CONTRACTOR TO POTHOLE EXISTING WATER LINE TO
VERIFY DEPTH AND LOCATION PRIOR TO MAKING CONNECTION
SSMH 01 (PRIVATE)
STA: 24+98.44, 0.02 LT
RIM: 35.16
IE: 27.40 8" (W)
104 LF 8" PVC @ 0.40% (PRIVATE)
7 LF 6" PVC @ 4.18%
IE: 27.02 6" (N)
(NEW)
SSCO 02
STA: 24+01.26, 6.69 LT
RIM: 35.30
IE: 27.30 6" (NE)
IE: 27.30 6" (S)
254LF 12" DIP CL 52
SSMH#6596 (EXISTING)
STA: 23+94.75, 0.00
SEE DETAIL ON THIS SHEET
RIM: 35.13
IE: 26.88 8" (W)
IE: 26.98 8" (E)
IE: 27.05 6" (N)
254LF 12" DIP CL 52
26
28
30
32
34
36
26
28
30
32
34
36
20+47
FG
3
3
.
1
5
20+50
FG
3
3
.
1
3
FG
3
3
.
0
0
21+00
FG
3
2
.
9
2
FG
3
3
.
1
0
21+50
FG
3
3
.
3
2
FG
3
3
.
5
9
22+00
FG
3
3
.
5
9
FG
3
3
.
4
6
22+50
FG
3
3
.
3
4
FG
3
4
.
0
1
23+00
FG
3
3
.
9
3
FG
3
4
.
1
5
23+50
FG
3
4
.
9
5
FG
3
4
.
9
4
24+00
FG
3
5
.
1
9
FG
3
5
.
1
9
24+50
FG
3
4
.
9
3
FG
3
4
.
8
2
25+00
FG
3
5
.
2
7
25+25
FG
PROPOSED GRADE AT
PIPE CENTERLINE
EXISTING GRADE AT
PIPE CENTERLINE
PROPOSED PROFILE AT
WATER PIPE CENTERLINE
EXISTING PROFILE AT
WATER PIPE CENTERLINE
VERTICAL SCALE: 1'=2'
48" MIN.
2LF 12" DIP CL 52
3LF 12" DIP CL 52
12" STORM
ELEV: 30.89
12" STORM
ELEV: 31.32
12" STORM
ELEV: 31.89
10LF 12" DIP CL 52
20LF 12" DIP CL 52
254LF 12" DIP CL 52
SSMH 01, 48" SSMH
STA: 24+98, 0.02' LT
RIM: 35.16
IE OUT: 27.40 (8"W)
SSCO 02, SSCO
STA: 24+01, 6.69' LT
RIM: 35.30
IE IN: 27.30 (6"NE)
IE OUT: 27.30 (6"S)
SSMH#6596
EXISTING SSMH 48"
STA: 23+95, 0.00'
RIM: 35.13
IE IN: 26.98 (8"E)
IE IN: 27.05 (6"N)
IE OUT: 26.88 (8"W)
104 LF 8" PVC SAN @ 0.40% (PRIVATE)
N
GRAPHIC SCALE
0 10 20
1" = 10 FEET
5
Know what's below.
before you dig.Call
R
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T
E
:
Ju
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1
0
,
2
0
2
6
F
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2
0
2
3
\
2
2
3
0
3
8
8
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1
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1
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A PORTION OF THE NE 1/4, NW 1/4, SE 1/4 & THE SW 1/4 OF THE NE 1/4 OF SEC. 18, TWN. 23 N., RGE. 5 E. W.M.
KING COUNTY, WASHINGTON.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TE
D
-
4
0
-
4
3
8
7
RENTON HIGH SCHOOL REMODEL - PHASE 1
RENTON SCHOOL DISTRICT
LU
A
2
5
-
0
0
0
3
4
3
C2
6
0
0
0
3
3
3
R-4387
PR
2
5
-
0
0
0
0
6
5
RE
N
T
O
N
H
I
G
H
S
C
H
O
O
L
R
E
P
L
A
C
E
M
E
N
T
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P
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A
S
E
1
UTILITY PLAN AND PROFILE C5.02
S 2ND ST W A Y
MA
T
C
H
L
I
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E
-
S
E
E
S
H
E
E
T
C5
.
0
1
PRIVATE SANITARY SEWER
SEE SHEET C5.03 FOR ENLARGED VIEW
39
W-438704
WW
P
-
2
7
-
4
3
8
7
S-438703
WT
R
-
2
7
-
4
3
8
7
24 LF 12" DIP CL 52
20 LF 12" DIP CL 52
CIV-02
CIV-02
CIV-02
CIV-02
CIV-02
CIV-02
SSMH#6596 (EXISTING)
NEW 8" PVC PIPE
(SEE PLAN)
EXIST. 8" PVC PIPE
(SEE PLAN)
99.2°
EXIST. 8" PVC PIPE
(SEE PLAN)
SEWER CONNECTION DETAIL
CIV-02
SSMH #6596 (EXISTING)
21"
06/11/2026
34
34
35
36
36
34
3
5
36
35
24LF 12" DIP CL 52
IE: 27.02 6" (N)
CONTRACTOR TO CONFIRM
EXISTING FIRE AND DOMESTIC
LINES PRIOR TO RE-CONNECTION
254LF 12" DIP CL 52
N
GRAPHIC SCALE
0 10 20
1" = 10 FEET
5
Know what's below.
before you dig.Call
R
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T
E
:
Ju
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1
0
,
2
0
2
6
F
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2
3
\
2
2
3
0
3
8
8
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A PORTION OF THE NE 1/4, NW 1/4, SE 1/4 & THE SW 1/4 OF THE NE 1/4 OF SEC. 18, TWN. 23 N., RGE. 5 E. W.M.
KING COUNTY, WASHINGTON.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TE
D
-
4
0
-
4
3
8
7
RENTON HIGH SCHOOL REMODEL - PHASE 1
RENTON SCHOOL DISTRICT
LU
A
2
5
-
0
0
0
3
4
3
C2
6
0
0
0
3
3
3
R-4387
PR
2
5
-
0
0
0
0
6
5
RE
N
T
O
N
H
I
G
H
S
C
H
O
O
L
R
E
P
L
A
C
E
M
E
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T
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P
H
A
S
E
1
UTILITY PLAN C5.03
PARTS LIST
(1) 4" 45 ° BEND (MJ)
(1) CONCRETE THRUST BLOCK
CONNECT TO. EX. DOMESTIC WATER LINE
(1) 4" 90 ° BEND (MJ)
(1) CONCRETE THRUST BLOCK
(1) 6" 45 ° BEND (MJ)
(1) CONCRETE THRUST BLOCK
(1) 6" 45 ° BEND (MJ)
(1) CONCRETE THRUST BLOCK
(1) 6" 90 ° BEND (MJ)
(2) CONCRETE BLOCK
(1) 6" 45 ° BEND (MJ)
(1) CONCRETE THRUST BLOCK
(1) 6" 45 ° BEND (MJ)
(1) CONCRETE THRUST BLOCK
FDC AND CHECK VALVE ROUTED THROUGH 6" DCDA
BACKFLOW ASSEMBLY VAULT PER COR STD. PLAN
370.3
(1) 6" 90 ° BEND (MJ)
(1) CONCRETE THRUST BLOCK
PIV
(1) 1.5" IRRIGATION METER
(1) IRRIGATION SERVICE PER COR STD. PLAN 320.2
METER BOXES WILL BE INSTALLED BY THE
CONTRACTOR. THE DROP-IN METER WILL BE
PROVIDED BY THE CITY.
(1) 1.5" DOUBLE CHECK VALVE ASSEMBLY FOR
IRRIGATION PER COR STD. PLAN 340.8
(1) FIRE HYDRANT ASSEMBLY PER COR STD. PLAN
310.1
(1) 4" 22.5 ° BEND (MJ)
(1) CONCRETE THRUST BLOCK
(1) 4" RPBA HEATED ENCLOSURE INSTALLATION
DOMESTIC SERVICES PER COR STD. PLAN 360.2
(1) 4" WATER METER PER COR STD. PLAN 320.4
(1) 4" 90 ° BEND (MJ)
(1) CONCRETE THRUST BLOCK
CONNECT TO EX. PRIVATE WATER LINE
(1) 4" 22.5 ° BEND (MJ)
(1) CONCRETE THRUST BLOCK
(1) 6" TEE (FL)
(1) 90° BEND (FL)
(1) CONCRETE THRUST BLOCK
1
2
3
4
5
6
7
8
9
10
11
11A
12
13
14
15
16
17
18
19
S 2ND ST W A Y
1
2
3
4 5
6
7
8 9
SEE PLAN AND PROFILE ON SHEET C5.02
SEE PLAN AND PROFILE ON SHEET C5.02
6 LF 6" DIP FIRE
50 LF 6" DIP FIRE
7
1
L
F
4
"
D
I
P
19 LF 6" DIP FIRE
20 LF 6" DIP FIRE
2
7
L
F
6
"
D
I
P
F
I
R
E
11
12
13
14 15
16
11A
2
C7.09
2
C7.06
1
C7.05
1
C7.08
3
C7.06
1
C7.07
2
C7.07
3
C7.07
PRIVATE SANITARY SEWER
4" WA BOT 30.30
12" SD TOP 28.80
4" WA BOT 30.20
EX 8" SS TOP 26.0+-
12" STORM IE 31.87
4" WA TOP 30.37
6" FIRE BOT 30.53
12" SD TOP 29.03
6" FIRE BOT 30.25
EX 8" SS TOP 26.2+-
12" STORM IE 32.00
6" FIRE TOP 30.50
17
40
W-438705
WW
P
-
2
7
-
4
3
8
7
18
15 LF 4" DIP
19
S-438704
WT
R
-
2
7
-
4
3
8
7
10
CIV-02
24 LF 12" DIP CL 52 20 LF 12" DIP CL 52
CIV-02
CIV-02 CIV-02
CIV-02
CIV-02
CIV-02
06/11/2026
LEGEND:
PROPOSED EXISTING
TRUNCATED DOMES,
PER WSDOT F-45.10-05
LIGHT DUTY ASPHALT
CEMENT PAVEMENT
HEAVY DUTY ASPHALT
CEMENT PAVEMENT
LIGHT DUTY CEMENT
CONCRETE SIDEWALK
(ON-SITE ONLY)
HEAVY DUTY CEMENT
CONCRETE SIDEWALK
(ON-SITE ONLY)
BOLLARD
CEMENT CONCRETE
WHEEL STOP
ADA ACCESSIBLE
PARKING STALL
CHANGE IN CURB
TYPE / END CURB
EC CONCRETE EXTRUDED
CURB
IC INTEGRAL CURB AND
SIDEWALK
NC NO CURB
TC TRAFFIC CURB
CG CONCRETE CURB AND
GUTTER
X
8
C7.10
7
C7.10
6
C7.10
5
C7.10
1
C7.10
3
C7.10
2
C7.10
4
C7.10
2
C7.11
ASPHALT PAVEMENT -
HEAVY DUTY IN ROW
4" CEMENT CONCRETE
IN ROW
6" CEMENT CONCRETE
IN ROW
1
C7.11
1
C7.11
N
GRAPHIC SCALE
0 80 160
1" = 80 FEET
40
Know what's below.
before you dig.Call
R
DA
T
E
:
Ju
n
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8
,
2
0
2
6
F
I
L
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N
A
M
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:
Q:
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2
0
2
3
\
2
2
3
0
3
8
8
\
1
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\
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P
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1
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2
2
3
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A PORTION OF THE NE 1/4, NW 1/4, SE 1/4 & THE SW 1/4 OF THE NE 1/4 OF SEC. 18, TWN. 23 N., RGE. 5 E. W.M.
KING COUNTY, WASHINGTON.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TE
D
-
4
0
-
4
3
8
7
RENTON HIGH SCHOOL REMODEL - PHASE 1
RENTON SCHOOL DISTRICT
LU
A
2
5
-
0
0
0
3
4
3
C2
6
0
0
0
3
3
3
R-4387
PR
2
5
-
0
0
0
0
6
5
RE
N
T
O
N
H
I
G
H
S
C
H
O
O
L
R
E
P
L
A
C
E
M
E
N
T
-
P
H
A
S
E
1
OVERALL SURFACING AND
HORIZONTAL CONTROL PLAN C6.00
C6.05 C6.06
C6.03
C6.04
C6.01
C6.02
A I R P O R T W A Y
S
H
A
T
T
U
C
K
A
V
E
S
S TOBIN ST
L
A
K
E
A
V
E
S
S 2ND ST
L
O
G
A
N
A
V
E
S
1.IN THE BASE BID INCLUDE AN ALLOWANCE FOR 10 SIGNS PER DETAIL 3 ON
SHEET C7.04. SIGN LOCATION AND TEXT WILL BE PROVIDED BY THE
OWNER.
GENERAL NOTES:
41
06/11/2026
N 179483.41
E 1299508.75 N 179481.01
E 1299597.71
N 179288.78
E 1299372.52
21.1'
N 179289.05
E 1299351.38
1
1
1
1
LEGEND:
PROPOSED EXISTING
TRUNCATED DOMES,
PER WSDOT F-45.10-05
LIGHT DUTY ASPHALT
CEMENT PAVEMENT
HEAVY DUTY ASPHALT
CEMENT PAVEMENT
LIGHT DUTY CEMENT
CONCRETE SIDEWALK
(ON-SITE ONLY)
HEAVY DUTY CEMENT
CONCRETE SIDEWALK
(ON-SITE ONLY)
BOLLARD
CEMENT CONCRETE
WHEEL STOP
ADA ACCESSIBLE
PARKING STALL
CHANGE IN CURB
TYPE / END CURB
EC CONCRETE EXTRUDED
CURB
IC INTEGRAL CURB AND
SIDEWALK
NC NO CURB
TC TRAFFIC CURB
CG CONCRETE CURB AND
GUTTER
X
KEY NOTES
MATCH EX. PAVING FLUSH, HOT-TAR SEAL JOINT.
WHEELSTOP
ACCESSIBLE PARKING SIGN
MATCH EX. CONCRETE PAVEMENT, FLUSH AT NEAREST JOINT
"FIRE LANE - NO PARKING" STRIPING
12"X18" "FIRE LANE NO PARKING" SIGN PLACED 50' ON CENTER
1
2
3
4
5
6
8
C7.10
7
C7.10
6
C7.10
5
C7.10
8
C7.10
9
C7.10
10
C7.10
1
C7.10
3
C7.10
2
C7.10
4
C7.10
2
C7.11
ASPHALT PAVEMENT -
HEAVY DUTY IN ROW
4" CEMENT CONCRETE
IN ROW
6" CEMENT CONCRETE
IN ROW
1
C7.11
1
C7.11
3
C7.04
Know what's below.
before you dig.Call
R
DA
T
E
:
Ju
n
e
8
,
2
0
2
6
F
I
L
E
N
A
M
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:
Q:
\
2
0
2
3
\
2
2
3
0
3
8
8
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1
0
_
C
I
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\
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\
_
P
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A
S
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1
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2
2
3
0
3
8
8
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-
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.
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A PORTION OF THE NE 1/4, NW 1/4, SE 1/4 & THE SW 1/4 OF THE NE 1/4 OF SEC. 18, TWN. 23 N., RGE. 5 E. W.M.
KING COUNTY, WASHINGTON.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TE
D
-
4
0
-
4
3
8
7
RENTON HIGH SCHOOL REMODEL - PHASE 1
RENTON SCHOOL DISTRICT
LU
A
2
5
-
0
0
0
3
4
3
C2
6
0
0
0
3
3
3
R-4387
PR
2
5
-
0
0
0
0
6
5
RE
N
T
O
N
H
I
G
H
S
C
H
O
O
L
R
E
P
L
A
C
E
M
E
N
T
-
P
H
A
S
E
1
SURFACING AND HORIZONTAL
CONTROL PLAN C6.01
N
GRAPHIC SCALE
0 20 40
1" = 20 FEET
10
MATCH LINE - SEE SHEET C6.02
SH
A
T
T
U
C
K
A
V
E
S
S TOBIN STREET
42
06/11/2026
1
20.8'
64.9'
N 179000.92
E 1299345.24 1
1N 178927.09
E 1299343.45 N 178925.54
E 1299418.03
13.5'
74.6'
X
X
X
TC
N 178914.20
E 1299343.18
N 178912.15
E 1299411.77
1
LEGEND:
PROPOSED EXISTING
TRUNCATED DOMES,
PER WSDOT F-45.10-05
LIGHT DUTY ASPHALT
CEMENT PAVEMENT
HEAVY DUTY ASPHALT
CEMENT PAVEMENT
LIGHT DUTY CEMENT
CONCRETE SIDEWALK
(ON-SITE ONLY)
HEAVY DUTY CEMENT
CONCRETE SIDEWALK
(ON-SITE ONLY)
BOLLARD
CEMENT CONCRETE
WHEEL STOP
ADA ACCESSIBLE
PARKING STALL
CHANGE IN CURB
TYPE / END CURB
EC CONCRETE EXTRUDED
CURB
IC INTEGRAL CURB AND
SIDEWALK
NC NO CURB
TC TRAFFIC CURB
CG CONCRETE CURB AND
GUTTER
X
KEY NOTES
MATCH EX. PAVING FLUSH, HOT-TAR SEAL JOINT.
WHEELSTOP
ACCESSIBLE PARKING SIGN
MATCH EX. CONCRETE PAVEMENT, FLUSH AT NEAREST JOINT
"FIRE LANE - NO PARKING" STRIPING
12"X18" "FIRE LANE NO PARKING" SIGN PLACED 50' ON CENTER
1
2
3
4
5
6
8
C7.10
7
C7.10
6
C7.10
5
C7.10
8
C7.10
9
C7.10
10
C7.10
1
C7.10
3
C7.10
2
C7.10
4
C7.10
2
C7.11
ASPHALT PAVEMENT -
HEAVY DUTY IN ROW
4" CEMENT CONCRETE
IN ROW
6" CEMENT CONCRETE
IN ROW
1
C7.11
1
C7.11
3
C7.04
11
Know what's below.
before you dig.Call
R
DA
T
E
:
Ju
n
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8
,
2
0
2
6
F
I
L
E
N
A
M
E
:
Q:
\
2
0
2
3
\
2
2
3
0
3
8
8
\
1
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8
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A PORTION OF THE NE 1/4, NW 1/4, SE 1/4 & THE SW 1/4 OF THE NE 1/4 OF SEC. 18, TWN. 23 N., RGE. 5 E. W.M.
KING COUNTY, WASHINGTON.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TE
D
-
4
0
-
4
3
8
7
RENTON HIGH SCHOOL REMODEL - PHASE 1
RENTON SCHOOL DISTRICT
LU
A
2
5
-
0
0
0
3
4
3
C2
6
0
0
0
3
3
3
R-4387
PR
2
5
-
0
0
0
0
6
5
RE
N
T
O
N
H
I
G
H
S
C
H
O
O
L
R
E
P
L
A
C
E
M
E
N
T
-
P
H
A
S
E
1
SURFACING AND HORIZONTAL
CONTROL PLAN C6.02
N
GRAPHIC SCALE
0 20 40
1" = 20 FEET
10
MATCH LINE - SEE SHEET C6.01
MATCH LINE - SEE SHEET C6.05
43
06/11/2026
TC
TC
44.0'
N 178922.23
E 1298891.45
X
X
X
TC
TC
4
4
X
X
CG
CG
N 178967.00
E 1298670.14
R39.0'
5
N 178922.99
E 1298930.45
N 178896.53
E 1298883.89
9.0'
24.0'
28.0'
52.0'
N 178909.87
E 1298864.25
N 178961.22
E 1298892.38
N 178914.69
E 1298659.78
6N 178892.36
E 1298783.37
LEGEND:
PROPOSED EXISTING
TRUNCATED DOMES,
PER WSDOT F-45.10-05
LIGHT DUTY ASPHALT
CEMENT PAVEMENT
HEAVY DUTY ASPHALT
CEMENT PAVEMENT
LIGHT DUTY CEMENT
CONCRETE SIDEWALK
(ON-SITE ONLY)
HEAVY DUTY CEMENT
CONCRETE SIDEWALK
(ON-SITE ONLY)
BOLLARD
CEMENT CONCRETE
WHEEL STOP
ADA ACCESSIBLE
PARKING STALL
CHANGE IN CURB
TYPE / END CURB
EC CONCRETE EXTRUDED
CURB
IC INTEGRAL CURB AND
SIDEWALK
NC NO CURB
TC TRAFFIC CURB
CG CONCRETE CURB AND
GUTTER
X
KEY NOTES
MATCH EX. PAVING FLUSH, HOT-TAR SEAL JOINT.
WHEELSTOP
ACCESSIBLE PARKING SIGN
MATCH EX. CONCRETE PAVEMENT, FLUSH AT NEAREST JOINT
"FIRE LANE - NO PARKING" STRIPING
12"X18" "FIRE LANE NO PARKING" SIGN PLACED 50' ON CENTER
3' WIDE, 4" HEIGHT SPEED BUMP
1
2
3
4
5
6
8
C7.10
7
C7.10
6
C7.10
5
C7.10
8
C7.10
9
C7.10
10
C7.10
1
C7.10
3
C7.10
2
C7.10
4
C7.10
2
C7.11
ASPHALT PAVEMENT -
HEAVY DUTY IN ROW
4" CEMENT CONCRETE
IN ROW
6" CEMENT CONCRETE
IN ROW
1
C7.11
1
C7.11
3
C7.04
11
N
GRAPHIC SCALE
0 20 40
1" = 20 FEET
10
Know what's below.
before you dig.Call
R
DA
T
E
:
Ju
n
e
8
,
2
0
2
6
F
I
L
E
N
A
M
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:
Q:
\
2
0
2
3
\
2
2
3
0
3
8
8
\
1
0
_
C
I
V
\
C
A
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\
_
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1
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8
8
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A PORTION OF THE NE 1/4, NW 1/4, SE 1/4 & THE SW 1/4 OF THE NE 1/4 OF SEC. 18, TWN. 23 N., RGE. 5 E. W.M.
KING COUNTY, WASHINGTON.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TE
D
-
4
0
-
4
3
8
7
RENTON HIGH SCHOOL REMODEL - PHASE 1
RENTON SCHOOL DISTRICT
LU
A
2
5
-
0
0
0
3
4
3
C2
6
0
0
0
3
3
3
R-4387
PR
2
5
-
0
0
0
0
6
5
RE
N
T
O
N
H
I
G
H
S
C
H
O
O
L
R
E
P
L
A
C
E
M
E
N
T
-
P
H
A
S
E
1
SURFACING AND HORIZONTAL
CONTROL PLAN C6.03
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C6
.
0
4
MATCH LINE - SEE SHEET C6.04
LA
K
E
A
V
E
S
44
06/11/2026
S 2 N D
S
T
TC
44.0'
N 178922.23
E 1298891.45
26.0'20.0'20.0'
6.0'
20.0'24.0'20.0'
6.0'
20.0'24.0'20.0'
6.0'
20.0'24.0'20.0'
6.0'
20.0'24.0'20.0'
6.0'
9.0'
9.0'
9.0'
9.0'
9.0'
9.0'
9.0'
9.0'
9.0'
9.0'
9.0'
24.0'
7.0'
10.00'
26.0'
10.0'
9.0'
20.0'
IC IC IC IC
TC
TC
TC
TCTC
TC
TC
TC
TC
TC
X X X X
TC TC
TC TC
TC TC
TC TC
TC TC
TCTCTCTC
TC
TC
2
2
2
TC
CG
TC
TC
CG
4
R39.0'
5
N 178922.99
E 1298930.45
N 178896.53
E 1298883.89
9.0'
9.0'
N 178761.43
E 1298953.37
R4.5'
TYP.
N 178759.86
E 1299023.36 N 178758.28
E 1299093.34 N 178756.70
E 1299163.33
R5.0'
10.0'
5
5
N 178824.04
E 1298882.76
5
R4.5'
TYP.
N 178734.06
E 1298880.73
R35.0'
R11.0'
N 178652.95
E 1299203.16
5
TYPE 1S TRAFFIC
ARROW, TYP. PER
WSDOT M-24.40.02
TYPE 4S TRAFFIC
ARROW, TYP. PER
WSDOT M-24.40.02
TYPE 3SR RIGHT
TRAFFIC ARROW, TYP.
PER WSDOT M-24.40.02
24" WIDE STOP BAR
MUTCD R3-5R RIGHT
TURN ONLY SIGN,
SEE DETAIL 3/C7.04
MUTCD R3-5R RIGHT
TURN ONLY SIGN,
SEE DETAIL 3/C7.04
24" WIDE STOP BAR
MUTCD R5-1 DO
NOT ENTER SIGN,
SEE DETAIL 3/C7.04
N 178909.87
E 1298864.25
20.0'
24.0'
9.0'
20.0'
6666666TC
6
6
N 178658.06
E 1298951.72
N 178661.11
E 1298891.02
9.0'
N 178636.00
E 1299105.71
N 178623.34
E 1299229.48
8.0'
6
7
7 7 7 7
7
7
LEGEND:
PROPOSED EXISTING
TRUNCATED DOMES,
PER WSDOT F-45.10-05
LIGHT DUTY ASPHALT
CEMENT PAVEMENT
HEAVY DUTY ASPHALT
CEMENT PAVEMENT
LIGHT DUTY CEMENT
CONCRETE SIDEWALK
(ON-SITE ONLY)
HEAVY DUTY CEMENT
CONCRETE SIDEWALK
(ON-SITE ONLY)
BOLLARD
CEMENT CONCRETE
WHEEL STOP
ADA ACCESSIBLE
PARKING STALL
CHANGE IN CURB
TYPE / END CURB
EC CONCRETE EXTRUDED
CURB
IC INTEGRAL CURB AND
SIDEWALK
NC NO CURB
TC TRAFFIC CURB
CG CONCRETE CURB AND
GUTTER
X
KEY NOTES
MATCH EX. PAVING FLUSH, HOT-TAR SEAL JOINT.
WHEELSTOP
ACCESSIBLE PARKING SIGN
MATCH EX. CONCRETE PAVEMENT, FLUSH AT NEAREST JOINT
"FIRE LANE - NO PARKING" STRIPING
12"X18" "FIRE LANE NO PARKING" SIGN PLACED 50' ON CENTER
3' WIDE, 4" HEIGHT SPEED BUMP
1
2
3
4
5
6
7
8
C7.10
7
C7.10
6
C7.10
5
C7.10
8
C7.10
9
C7.10
10
C7.10
1
C7.10
3
C7.10
2
C7.10
4
C7.10
2
C7.11
ASPHALT PAVEMENT -
HEAVY DUTY IN ROW
4" CEMENT CONCRETE
IN ROW
6" CEMENT CONCRETE
IN ROW
1
C7.11
1
C7.11
3
C7.04
11
C7.10
Know what's below.
before you dig.Call
R
DA
T
E
:
Ju
n
e
8
,
2
0
2
6
F
I
L
E
N
A
M
E
:
Q:
\
2
0
2
3
\
2
2
3
0
3
8
8
\
1
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I
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\
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\
_
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1
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2
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3
8
8
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A PORTION OF THE NE 1/4, NW 1/4, SE 1/4 & THE SW 1/4 OF THE NE 1/4 OF SEC. 18, TWN. 23 N., RGE. 5 E. W.M.
KING COUNTY, WASHINGTON.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TE
D
-
4
0
-
4
3
8
7
RENTON HIGH SCHOOL REMODEL - PHASE 1
RENTON SCHOOL DISTRICT
LU
A
2
5
-
0
0
0
3
4
3
C2
6
0
0
0
3
3
3
R-4387
PR
2
5
-
0
0
0
0
6
5
RE
N
T
O
N
H
I
G
H
S
C
H
O
O
L
R
E
P
L
A
C
E
M
E
N
T
-
P
H
A
S
E
1
SURFACING AND HORIZONTAL
CONTROL PLAN C6.04
N
GRAPHIC SCALE
0 20 40
1" = 20 FEET
10
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C6
.
0
3
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C6
.
0
5
45
06/11/2026
S 2 N D S T
20.0'24.0'20.0'
6.0'
20.0'24.0'
24.0'
20.0'
9.0'
9.0'
20.0'
9.0'
9.0'
9.0'
9.0'
9.0'
9.0'
9.0'
9.0'
14.50'
9.0'
20.0'26.00'8.5'
10.0'
9.0'
10.00'
24.0'
20.0'
24.0'
8.5'
24.00'
9.0'
X
X
2 22
X
X
X
CG CG
TC TC TC
TC
ICIC
IC
IC
IC
TC
TC
TC
TC
TCTC
TCTC
TCTC
TC
TC
TC
TC TCX
TC NC
NC
X
X
TC
CG
X
CG
4
44
3
9.0'
N 178841.56
E 1299425.84
59.0'
9.0'
N
C
X
X
R20.0'
N 178704.54
E 1299442.24
5
2.0'
TYP.
5
N 178653.31
E 1299318.06 N 178653.03
E 1299338.06
N 178651.88
E 1299418.05 N 178651.60
E 1299438.05 N 178649.89
E 1299558.04
N 178649.60
E 1299578.03
R20.0'
N 178705.49
E 1299376.24
TYPE 1S TRAFFIC
ARROW, TYP. PER
WSDOT M-24.40.02
20.0'
9.0'
6
6
6
N 178708.55
E 1299422.83
6
6
20.0'
3 3 3 3
66
6 6
19.4'
N 178618.50
E 1299415.29
N 178618.73
E 1299395.29
N 178618.82
E 1299386.41
N 178619.21
E 1299350.14
TC
TC
TC
77
7
77
7
LEGEND:
PROPOSED EXISTING
TRUNCATED DOMES,
PER WSDOT F-45.10-05
LIGHT DUTY ASPHALT
CEMENT PAVEMENT
HEAVY DUTY ASPHALT
CEMENT PAVEMENT
LIGHT DUTY CEMENT
CONCRETE SIDEWALK
(ON-SITE ONLY)
HEAVY DUTY CEMENT
CONCRETE SIDEWALK
(ON-SITE ONLY)
BOLLARD
CEMENT CONCRETE
WHEEL STOP
ADA ACCESSIBLE
PARKING STALL
CHANGE IN CURB
TYPE / END CURB
EC CONCRETE EXTRUDED
CURB
IC INTEGRAL CURB AND
SIDEWALK
NC NO CURB
TC TRAFFIC CURB
CG CONCRETE CURB AND
GUTTER
X
KEY NOTES
MATCH EX. PAVING FLUSH, HOT-TAR SEAL JOINT.
WHEELSTOP
ACCESSIBLE PARKING SIGN
MATCH EX. CONCRETE PAVEMENT, FLUSH AT NEAREST JOINT
"FIRE LANE - NO PARKING" STRIPING
12"X18" "FIRE LANE NO PARKING" SIGN PLACED 50' ON CENTER
3' WIDE, 4" HEIGHT SPEED BUMP
1
2
3
4
5
6
7
8
C7.10
7
C7.10
6
C7.10
5
C7.10
8
C7.10
9
C7.10
10
C7.10
1
C7.10
3
C7.10
2
C7.10
4
C7.10
2
C7.11
ASPHALT PAVEMENT -
HEAVY DUTY IN ROW
4" CEMENT CONCRETE
IN ROW
6" CEMENT CONCRETE
IN ROW
1
C7.11
1
C7.11
3
C7.04
11
C7.10
Know what's below.
before you dig.Call
R
DA
T
E
:
Ju
n
e
8
,
2
0
2
6
F
I
L
E
N
A
M
E
:
Q:
\
2
0
2
3
\
2
2
3
0
3
8
8
\
1
0
_
C
I
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\
C
A
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\
_
P
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1
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2
2
3
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3
8
8
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A PORTION OF THE NE 1/4, NW 1/4, SE 1/4 & THE SW 1/4 OF THE NE 1/4 OF SEC. 18, TWN. 23 N., RGE. 5 E. W.M.
KING COUNTY, WASHINGTON.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TE
D
-
4
0
-
4
3
8
7
RENTON HIGH SCHOOL REMODEL - PHASE 1
RENTON SCHOOL DISTRICT
LU
A
2
5
-
0
0
0
3
4
3
C2
6
0
0
0
3
3
3
R-4387
PR
2
5
-
0
0
0
0
6
5
RE
N
T
O
N
H
I
G
H
S
C
H
O
O
L
R
E
P
L
A
C
E
M
E
N
T
-
P
H
A
S
E
1
SURFACING AND HORIZONTAL
CONTROL PLAN C6.05
N
GRAPHIC SCALE
0 20 40
1" = 20 FEET
10
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C6
.
0
4
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C6
.
0
6
46
06/11/2026
S 2 N D S T
24.0'20.0'
5.0'
24.0'
8.5'
9.50'
5.0'
6.50'
8.5'
24.0'
16.0'
24.0'
CG
TC
ICIC
IC
TC
TC
TC
CG
X
4
4
4
44
X
3
34.00'
43.00'
XX
X X
CG
CG
CG
N 178648.46
E 1299658.03
N 178657.33
E 1299667.15
5
R88.0'
N 178575.26
E 1299738.85
N 178663.19
E 1299744.67
N 178646.96
E 1299760.43
N 178646.27
E 1299808.43
N 178662.04
E 1299824.66
R35.0'
N 178626.78
E 1299842.89
5
N 178618.05
E 1299648.11 N 178613.44
E 1299881.03
N 178612.81
E 1299953.53
R59.0'
TYPE 1S TRAFFIC
ARROW, TYP. PER
WSDOT M-24.40.02
6
6
6
66 6
6
3
6
6
6
10.0'
N 178624.56
E 1299682.32
N 178624.07
E 1299714.81
5
LEGEND:
PROPOSED EXISTING
TRUNCATED DOMES,
PER WSDOT F-45.10-05
LIGHT DUTY ASPHALT
CEMENT PAVEMENT
HEAVY DUTY ASPHALT
CEMENT PAVEMENT
LIGHT DUTY CEMENT
CONCRETE SIDEWALK
(ON-SITE ONLY)
HEAVY DUTY CEMENT
CONCRETE SIDEWALK
(ON-SITE ONLY)
BOLLARD
CEMENT CONCRETE
WHEEL STOP
ADA ACCESSIBLE
PARKING STALL
CHANGE IN CURB
TYPE / END CURB
EC CONCRETE EXTRUDED
CURB
IC INTEGRAL CURB AND
SIDEWALK
NC NO CURB
TC TRAFFIC CURB
CG CONCRETE CURB AND
GUTTER
X
KEY NOTES
MATCH EX. PAVING FLUSH, HOT-TAR SEAL JOINT.
WHEELSTOP
ACCESSIBLE PARKING SIGN
MATCH EX. CONCRETE PAVEMENT, FLUSH AT NEAREST JOINT
"FIRE LANE - NO PARKING" STRIPING
12"X18" "FIRE LANE NO PARKING" SIGN PLACED 50' ON CENTER
3' WIDE, 4" HEIGHT SPEED BUMP
1
2
3
4
5
6
7
8
C7.10
7
C7.10
6
C7.10
5
C7.10
8
C7.10
9
C7.10
10
C7.10
1
C7.10
3
C7.10
2
C7.10
4
C7.10
2
C7.11
ASPHALT PAVEMENT -
HEAVY DUTY IN ROW
4" CEMENT CONCRETE
IN ROW
6" CEMENT CONCRETE
IN ROW
1
C7.11
1
C7.11
3
C7.04
11
C7.10
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A PORTION OF THE NE 1/4, NW 1/4, SE 1/4 & THE SW 1/4 OF THE NE 1/4 OF SEC. 18, TWN. 23 N., RGE. 5 E. W.M.
KING COUNTY, WASHINGTON.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TE
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3
8
7
RENTON HIGH SCHOOL REMODEL - PHASE 1
RENTON SCHOOL DISTRICT
LU
A
2
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SURFACING AND HORIZONTAL
CONTROL PLAN C6.06
N
GRAPHIC SCALE
0 20 40
1" = 20 FEET
10
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A PORTION OF THE NE 1/4, NW 1/4, SE 1/4 & THE SW 1/4 OF THE NE 1/4 OF SEC. 18, TWN. 23 N., RGE. 5 E. W.M.
KING COUNTY, WASHINGTON.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TE
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4
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3
8
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RENTON HIGH SCHOOL REMODEL - PHASE 1
RENTON SCHOOL DISTRICT
LU
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2
5
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4
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SECTION
PLAN 3.0'
60"
18
"
CO
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MI
N
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TYP
6"
MI
N
.
SEE NOTE 5
LE
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MAXIMUM OPENING
OF GATE
SIDE
LIFT HANDLE
LEVEL LINE
FRONT
NOTES:
1.SHEAR GATE SHALL BE ALUMINUM ALLOY PER
ASTM B-26-ZG-32a OR CAST IRON ASTM A48
CLASS 30B AS REQUIRED.
2.GATE SHALL BE 8" DIAM. UNLESS OTHERWISE
SPECIFIED.
3.GATE SHALL BE JOINED TO TEE SECTION BY
BOLTING (THROUGH FLANGE), WELDING, OR
OTHER SECURE MEANS.
4.LIFT ROD: AS SPECIFIED BY MFR. WITH
HANDLE EXTENDING TO WITHIN ONE FOOT OF
COVER AND ADJUSTABLE HOOK LOCK
FASTENED TO FRAME OR UPPER HANDHOLD.
5.GATE SHALL NOT OPEN BEYOND THE CLEAR
OPENING BY LIMITED HINGE MOVEMENT, STOP
TAB, OR SOME OTHER DEVICE.
6.NEOPRENE RUBBER GASKET REQUIRED
BETWEEN RISER MOUNTING FLANGE AND
GATE FLANGE.
7.MATING SURFACES OF LID AND BODY TO BE
MACHINED FOR PROPER FIT.
8.FLANGE MOUNTING BOLTS SHALL BE 3/8" DIAM.
STAINLESS STEEL.
9.ALTERNATE CLEANOUT/SHEAR GATES TO THE
DESIGN SHOWN ARE ACCEPTABLE, PROVIDED
THEY MEET THE MATERIAL SPECIFICATIONS
ABOVE AND HAVE A SIX BOLT, 10 3/8" BOLT
CIRCLE FOR BOLTING TO THE FLANGE
CONNECTION. ALTERNATE SHALL BE
REVIEWED AND APPROVED BY ENGINEER.
HANDLE WITH
LOCK PIN.
ADJUSTABLE LOCK
HOOK WITH LOCK
SCREW.
1" ROD OR
TUBING,
VARIABLE
LENGTH.
LIFT HANDLE SHALL
BE ATTACHED PER
MANUFACTURER'S
RECOMMENDATIONS.
SIX EVENLY SPACED
HOLES ON 10 3/8" BOLT
CIRCLE FOR BOLTING TO
FLANGE CONNECTION.
IMPORTED
STRUCTURAL FILL
GRAVEL BACKFILL FOR PIPE ZONE BEDDING PER
WSDOT SPECIFICATION 9-03.12(3), 95% COMPACTION;
OR 3/8" WASHED GRAVEL FOR PIPE BEDDING PER
AASHTO GRADATION NO. 8
0.5'
1 NOT TO SCALE
CONTROL STRUCTURE
2 NOT TO SCALE
SHEAR GATE
3 NOT TO SCALE
DETENTION PIPE SECTION
NOTES AND DETAILS C7.01
2.0'
4-3/4"
1.0'
2.0'
4-3/4"
1.0'
LANDSCAPE AREAS: SET TOPS
AT OR JUST ABOVE GRADE.
SIDEWALK AREAS: SET TOPS
OF CLEANOUTS BENEATH
UTILITY BOX WITH TRAFFIC
RATED, LOCKABLE LID SET
FLUSH WITH WALKWAY.
FLOW PLUG TO BE
SEALED IN SAME
MANNER AS MAIN
SEWER JOINTS
FLOW
SEE PLAN FOR DIAMETER
SIZE
CAST IRON
RING AND
COVER
12" OUTLET PIPE
PIPE SUPPORT(S): 3" X .090"
2'
-
0
"
M
I
N
.
ROUND SOLID COVER
WITH LOCKING BOLTS.
FRAME & LADDER OR
STEPS OFFSET. SEE
NOTE 8. FRAME &
COVER ELEV. PER PLAN.
STEPS OR LADDER
MIN.
PER PLAN
IE PER PLANIE= 26.00
NOTES:
1'-0"
2'
-
0
"
M
I
N
.
CLEANOUT GATE:
SHEAR GATE.
SEE DETAIL 2
THIS SHEET.
TOP OF RISER
ELEV.= 30.00
RESTRICTOR PLATE
ORIFICE #1= 5.5" Ø
1.PIPE SIZES AND SLOPES: PER PLANS.
2.OUTLET CAPACITY: NOT LESS THAN COMBINED INLETS.
3.EXCEPT AS SHOWN OR NOTED, UNITS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE REQUIREMENTS FOR CATCH BASIN TYPE 2,
60" MIN. DIAM.
4.PIPE SUPPORTS AND RESTRICTOR/SEPARATOR SHALL BE OF SAME
MATERIAL, AND BE ANCHORED AT 3' MAX. SPACING BY 5/8" DIAM.
STAINLESS STEEL EXPANSION BOLTS OR EMBEDDED 2" IN WALL.
5.THE RESTRICTOR/SEPARATOR SHALL BE FABRICTED FROM 0.060"
ALUMINUM, OR .064" ALUMINIZED STEEL, OR .064" GALVANIZED
STEEL PIPE; IN ACCORDANCE WITH AASHTO M 36, M 196, M 197 AND M
274. GALVANIZED STEEL SHALL HAVE TREATMENT 1.
6.OUTLET SHALL BE CONNECTED TO STORM PIPE WITH A STANDARD
COUPLING BAND FOR CORRUGATED METAL PIPE, OR GROUTED INTO
THE BELL OF CONCRETE PIPE.
7.THE VERTICAL RISER STEM OF THE RESTICTOR/SEPARATOR SHALL
BE THE SAME DIAM. AS THE HORIZONTAL OUTLET PIPE
8.FRAME AND LADDER OR STEPS OFFSET S0 THAT:
A. CLEANOUT GATE IS VISIBLE FROM TOP.
B. CLIMB DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE.
C. FRAME IS CLEAR OF CURB.
9.IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE:
OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D.
LESS 1/4".
10.ACCESS OPENING SHALL BE CLEARLY MARKED WITH CONFINED
SPACE WARNING IN ACCORDANCE WITH OSHA AND L&I
REQUIREMENTS.
60" TYPE 2 CATCH BASIN
RIM ELEV PER PLAN
RISER
12"
12" OUT
2' MIN.
NOTES:
1.REFER TO SHEET C4.15, FOR DETENTION PIPE PLAN.
2.ALL TANKS CMPA, 3" X 1", (14 Ga.), AT S=0.0%
3.ACCESS RISERS ARE 36" CMP, SAME MATERIAL AS
TANK, WELDED OR FUSED TO TANK.
4.ACCESS RISER SPACING IS 100' MAXIMUM.
5.ACCESS OPENING SHALL BE CLEARLY MARKED WITH
CONFINED SPACE WARNING IN ACCORDANCE WITH
OSHA AND L&I REQUIREMENTS.
MAX.
W.S.
ACCESS RISER PER
WHERE NOTED ON PLAN
36
"
Ø
I
N
4 NOT TO SCALE
TWO-WAY CLEANOUT
1
C7.02
3
C7.02
BOTTOM OF NOTCH
SEE DETAIL
NOTCH WEIR
SEE DETAIL
6" MIN
SUMP
ELEV.= 22.00 MAX
BOTTOM OF NOTCH
ELEV 29.25
TOP OF RISER
ELEV 30.00
10"
NOTCH
WEIR
12" RISER PIPE
NOTCH WEIR DETAIL
BOTTOM OF PIPE
ELEV=25.50
TOP OF PIPE
ELEV=30.50
PROVIDE 36" PIPE
TO CONNECT TO
MANHOLES AS
SHOWN ON PLAN
0.5' DEAD
STORAGE
(TYP.)
12"
I
N
INLET PIPE
IE 26.00
IE 26.00
IE 28.00
48
06/11/2026
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A PORTION OF THE NE 1/4, NW 1/4, SE 1/4 & THE SW 1/4 OF THE NE 1/4 OF SEC. 18, TWN. 23 N., RGE. 5 E. W.M.
KING COUNTY, WASHINGTON.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TE
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RENTON HIGH SCHOOL REMODEL - PHASE 1
RENTON SCHOOL DISTRICT
LU
A
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3'
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INCREASE DEPTH
AS REQUIRED TO
MEET VERTICAL
ELEVATION OF THE
ACCESS RISER
12
"
6'
-
0
"
STEPS @ 12" O.C.
LOAD TRANSFER SLAB
6" MIN.
6" MIN.
6'-0"
2"
C
L
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3'-8"
3'-0"
PREFABRICATED LADDER (WSDOT STD. PLAN
NO. B-30.90-01) ATTACH TO LOAD TRANSFER
SLAB. TYPICAL FOR ALL PIPE TYPES
PER PLAN
EDGE OF SLAB SHALL EXTEND
PAST EDGE OF TANK AND
SHALL NOT REST ON PIPE
BOLT-DOWN CIRCULAR FRAME
AND COVER PER WSDOT STD
PLAN B-30.70-03
4" STYROFOAM MAT CUTOUT @
LID OPENING
CRUSHED SURFACING BASE P
COURSE
#5 @ 12" O.C. EACH WAY
CONCRETE
CONCRETE: 4000 PSI MIN. @ 28
DAYS 6 SACK MIX REBAR
GRADE 60
36"Ø CMP RISER WELDED TO
CMP DETENTION TANK FOR ADS
N-12 PIPE, PROVIDE 36" RISER
FUSED TO DETENTION TANK BY
MANUFACTURER
LADDER LATERAL
SUPPORT SECURED
TO PIPE OR RISER
AS APPLICABLE, 4'
MAX SPACING, MIN.
2 REQ'D
18" MAX
6" MIN
NOTES:
1.LOAD TRANSFER SLAB IS REQUIRED ON RISERS LOCATED WITHIN PAVED AREAS.
2.LOAD TRANSFER SLAB SHALL BE OMITTED FROM RISERS LOCATED WITHIN RAINGARDEN
AREAS.
3.ACCESS RISERS ARE SAME MATERIAL AS DETENTION TANKS.
4.ACCESS RISER SPACING IS 100' MAXIMUM.
5.ACCESS OPENING SHALL BE CLEARLY MARKED WITH CONFINED SPACE WARNING IN
ACCORDANCE WITH OSHA REQUIREMENTS
#5 @ 12" O.C. SHORT
BARS TOP & BOTTOM
(TYPICAL)
(4) #5 TOP &
BOTTOM
LONG BARS
(4) #5 TOP &
BOTTOM
LONG BARS
#5 DIAGONALS
TOP & BOTTOM
HMA PAVEMENT
CAST IRON RING AND LOCKING COVER
7-3/4"
15"
8-3/4"
7"
4"
1/8" RAISE - 1/2"
WIDE BORDER
9"
10"
5/8"
STORM SEWER
1"1'-0"
12"Ø
4-3/4"
2'-0"
DRILL AND TAP (SPLITTING
THE SEAM) SET MADE BOLT-
DOWN WITH 3/8" SS ALLEN-
HEAD BOLTS - 2 PLACES STORM
LETTERING
"STORM"
1/2"
NOTES:
1.PIPE MATERIAL PER PLAN.
2.PIPE DIAMETER PER PLAN.
3.ABS TO PVC USE PVC
ADAPTOR OR FERNCO
W/STAINLESS STEEL
CLAMPS OR APPROVED
EQUAL.
4.PVC TO CAST IRON OR
CONCRETE USE FERNCO
W/STAINLESS STEEL
CLAMPS OR APPROVED
EQUAL.
PROVIDE
WATER
TIGHT PLUG
FIBRE JOINT
PACKING
45° (1/8) BEND
3000 psi CLASS C
CONCRETE (TYP)
1/2" RADIUS
BULLNOSE EDGE
TYP. 4 SIDES
1 NOT TO SCALE
DETENTION PIPE ACCESS RISER - TRAFFIC BEARING
3 NOT TO SCALE
STORM DRAIN CLEANOUT
NOTES AND DETAILS C7.02
TRENCH DRAIN: ZURN Z-886 OR
APPROVED EQUAL.
TRENCH DRAIN CATCH BASIN:
ZURN 887-6 OR APPROVED
EQUAL
TRENCH DRAIN AND GRATE
SHALL BE RATED FOR HS-20
LOADING.
1'-2"
4"4"
3000 PSI
CONCRETE
DEPTH
VARIES
4"
GRATE SHALL BE CONSTRUCTED OF CAST
IRON, DUCTILE IRON, OR STEEL, SHALL BE
NON-SLIP, SHALL BE ADA-COMPLIANT,
AND SHALL BE RATED FOR H-20 LOADING.
2 NOT TO SCALE
TRENCH DRAIN
INLET PIPE AT
LOCATIONS AND ELEVATIONS
NOTED ON PLAN.
CONNECTION BY
PIPE MANUFACTURER
4" DI OUTLET PIPE
AS SHOWN ON PLANS
IE PER PLAN
49
06/11/2026
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A PORTION OF THE NE 1/4, NW 1/4, SE 1/4 & THE SW 1/4 OF THE NE 1/4 OF SEC. 18, TWN. 23 N., RGE. 5 E. W.M.
KING COUNTY, WASHINGTON.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TE
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4
0
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3
8
7
RENTON HIGH SCHOOL REMODEL - PHASE 1
RENTON SCHOOL DISTRICT
LU
A
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5
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0
0
0
3
4
3
C2
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3
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R-4387
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NOTES AND DETAILS C7.03
1.THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY.
2.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING
MUST BE HELD BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT.
3.ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE (RMC),
THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL
CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS
AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLE
RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR,
OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THIS PLANS. ALL CORRECTIONS
SHALL BE AT NO ADDITIONAL COST TO THE CITY.
4.APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN
APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE,
GAS, ELECTRICAL. ETC.)THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING
TO THE APPROVED PLANS, WHICH ARE ON FILE IN WITH THE CITY. ANY DEVIATION FROM THE APPROVED
PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT,
SURFACE WATER UTILITY SECTION.
5.A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN
PROGRESS.
6.GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7 A.M. TO 7 P.M. MONDAY
THROUGH SATURDAY AND NO WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE APPROVED WITH A
WRITTEN DECISION BY THE CITY OF RENTON.
7.IT SHALL BE THE APPLICANT’S/CONTRACTOR’S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION
EASEMENTS NECESSARY BEFORE INITIATING OFF-SITE WORK. EASEMENTS REQUIRE CITY REVIEW AND
APPROVAL PRIOR TO CONSTRUCTION.
8.FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS
SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF
CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON.
9.DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. REFERENCE
BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS.
10.ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST BE
SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL.
11.ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95
PERCENT DENSITY, STANDARD PROCTOR.
12.OPEN CUTTING OF EXISTING ROADWAYS FOR NON-FRANCHISED UTILITY OR STORM DRAINAGE WORK IS
NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE
APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF RENTON
TRENCH RESTORATION STANDARDS.
13.ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING
CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED
AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED.
14.ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN
CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC
WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION.
15.ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN
ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND
BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE
TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING
MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A
UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS “C”, WITH THE
EXCEPTION OF PVC PIPE.
16.STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 OR BETTER INSIDE
AND OUTSIDE.
17.ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING LIDS.
ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL
HAVE SOLID LOCKING LIDS.
18.BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT
WIDTHS AND BUILDING SETBACKS LINES.
19.ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL.
20.ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT-OF-WAY SHALL BE OF SUFFICIENT
LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE
DITCH. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF
SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING
SPECIFICATIONS:
4 - 8 INCH ROCK / 40 - 70% PASSING;
2 - 4 INCH ROCK / 30 - 40% PASSING; AND
LESS THAN 2 INCH ROCK / 10 - 20% PASSING.
21.ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE
SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN
ACCURATELY DIMENSIONED, CERTIFIED AS-BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE
SUBMITTED TO THE CITY UPON COMPLETION.
22.DRAINAGE OUTLETS (STUB-OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE
LOTS APPROVED FOR INFILTRATION BY THE CITY. STUB-OUTS SHALL CONFORM TO THE FOLLOWING:
a.EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE
ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER
SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED
USE. EACH OUTLET SHALL HAVE FREE-FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER
CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION.
b.OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE-FOOT-HIGH, 2" X 4" STAKE MARKED "STORM" OR
"DRAIN". THE STUB-OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE
STAKE.
c.PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE
SURFACE WATER DESIGN MANUAL AND, IF NON-METALLIC, THE PIPE SHALL BE PLACED IN A TRENCH WITH
A TRACING WIRE ABOVE OR OTHER ACCEPTABLE DETECTION.
d.PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS
THROUGH INDIVIDUAL LOTS.
e.THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB-OUT
CONVEYANCE LINES WITH RESPECT TO OTHER UTILITIES (E.G. POWER, GAS, TELEPHONE, TELEVISION).
f.ALL INDIVIDUAL STUB-OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER.
g.STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR SUMP
PUMP DISCHARGE LINES USED TO DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM INCLUDES
BACKFLOW PREVENTION OR A CHECK VALVE.
23.ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT
SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER SHALL BE STAGED AND
REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL, OR; AMENDED SOIL SHALL BE
ADDED TO MAINTAIN THE MOISTURE CAPACITY.
24.PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT
ISSUANCE.
25.ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE
THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM
SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION
FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION.
26.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES,
PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH,
AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THEPERFORMANCE OF
WORK. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW
SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT,
TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23
TRAFFIC CONTROL SHALL APPLY.
27.PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL
REQUIREMENT #6 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS
(RMC 4-3-050).
SURFACE WATER STANDARD PLAN NOTES AND CONSTRUCTION SEQUENCE
1 NOT TO SCALE
TYPICAL TRENCH AND BACKFILL 50
CIV-02
RECYCLED CONCRETE
MATERIALS NOT ALLOWED
FOR PIPE ZONE BEDDING
AND TRENCH BACKFILL
FOR WATER MAINS AND
WATER SERVICE LINES.
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A PORTION OF THE NE 1/4, NW 1/4, SE 1/4 & THE SW 1/4 OF THE NE 1/4 OF SEC. 18, TWN. 23 N., RGE. 5 E. W.M.
KING COUNTY, WASHINGTON.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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NOTES AND DETAILS C7.04
1 NOT TO SCALE
PIPE ZONE BEDDING AND COMPACTION - RIGID PIPE 2 NOT TO SCALE
PIPE ZONE BEDDING AND COMPACTION -
FLEXIBLE PIPE 3 NOT TO SCALE
SIGN MOUNTING ON SINGLE METAL POST
51
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A PORTION OF THE NE 1/4, NW 1/4, SE 1/4 & THE SW 1/4 OF THE NE 1/4 OF SEC. 18, TWN. 23 N., RGE. 5 E. W.M.
KING COUNTY, WASHINGTON.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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1.ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON
PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS,
AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED
PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION.
2.THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE
APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AT (425) 430-7301. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911
SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY.
3.ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO VERIFY
THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATES CALL 48-HOUR LOCATORS
800-424-5555.
4.AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE-CONSTRUCTION MEETING.
5.DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL
BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS
DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS.
6.ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION,
THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE
JOINTS TO BE PUSH-ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE
POLYETHYLENE WRAPPED PER ANSI/AWWA C105/A21.5-93 STANDARDS.
7.CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH
ANSI/AWWA C110/A21.10-87. CEMENT LINING SHALL BE INACCORDANCE WITH ANSI/AWWA C104/421/4-90. IF FITTINGS ARE 3 TO 12 INCHES
IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN ACCORDANCE WITH EITHER ANSI/AWWA C110-A21.10-87 OR
ANSI/AWWA C153/A21.53-94. THREE (3) INCH TO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED
JOINTS, SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10.87 OR A COMBINATION OF ANSI/AWWA C110/A21.10.87 AND ANSI/AWWA
C153/A21.53-94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE WITH ANSI/AWWA C153/A21.53-94 AND
THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH AWWA C110/A21.10-87. ACCEPTANCE TESTING
IN ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA SECTION 10-4.3 OF ANSI/AWWA C110/A21.10-87 SHALL BE OBTAINED BY THE
CONTRACTOR AND TRANSMITTED TO THE OWNER.
8.GATE VALVES SHALL BE IRON BODY, BRONZED-MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND O-RING STUFFING BOX
(AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE
OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M & H.
9.FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE (OPENING AGAINST PRESSURE)
CONFORMING TO AWWA C-502-85 WITH A 6 INCH MECHANICAL JOINT INLET AND A MAIN VALVE OPENING (M.V.O.) OF 5-1/4 INCH, TWO 2-1/2
INCH HOSE NOZZLES WITH NATIONAL STANDARD THREADS 7-1/2 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH THE NEW
SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V. THREADS: OUTSIDE DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER
4.6263. HYDRANTS SHALL HAVE A 1-1/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT).
10.THE TWO 2-1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH OPERATING NUT OF THE SAME DESIGN
AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER
TIGHTNESS UNDER TEST PRESSURES.
11.THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 INCH SEATTLE THREAD X 5 INCH STORZ. STORZ ADAPTER
SHALL BE FORGED AND/OR EXTRUDED 6061-T6 ALUMINUM ALLOY, HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE NO
LUGS AND TWO SET SCREWS 180 DEGREES APART. STORZ FACE TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE
SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 1/8 INCH, COATED, STAINLESS STEEL,
AIRCRAFT CABLE.
12.FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43-655 SAFETY YELLOW OR APPROVED
EQUAL.
13.PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY.
14.FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVISION.
15.ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERMAIN 12
INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATERMAINS
ARE TO BE LOWERED TO CLEAR.
16.ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING “PIGS” PRIOR TO DISINFECTION. THE
“POLY PIGS” SHALL BE GIRARD INDUSTRIES AQUA SWAB-AS OR APPROVED EQUAL, 2 LB/CU. FT. DENSITY FOAM WITH 90A DUROMETER
URETHANE RUBBER COATING ON THE REAR OF “PIG” ONLY.
17.“PIGS” SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING
OPERATION.
18.ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN
ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL
PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. THE QUANTITY OF WATER
LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF RENTON STANDARD PLANS &
SPECIFICATIONS 7-11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD.
19.ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION)
CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE
METERED/INJECTED IN ACCORDANCE WITH SECTION 7-11.3(12)E OR 7-11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED
ABOVE.
20.A PRE-CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS
REQUIRED FOR SCHEDULING.
21.TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION.
22.IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION.
23.INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS,
METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON.
24.ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS, WHICH MAY BE MADE BY
APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION
AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON-SITE PRIOR TO CITY NOTIFICATIONS.
25.INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR’S
RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION.
THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS-BUILT DRAWINGS.
26.CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW-OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL
TIE-IN.
27.ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING
COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT.
28.ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT STREETS MAY BE
SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO
A MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT.
29.A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH
TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL
30.FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE
SCHEDULE 80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER IMPROVED AREAS.
WATER UTILITY NOTES AND SPECIFICATIONS
NOTES AND DETAILS C7.05
1 NOT TO SCALE
FIRE HYDRANT ASSEMBLY
2 NOT TO SCALE
FDC AND CHECK VALVE ROUTED
THROUGH BACKFLOW ASSEMBLY VAULT
52
3 NOT TO SCALE
FIRE HYDRANT ASSEMBLY SHEAR BLOCK
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A PORTION OF THE NE 1/4, NW 1/4, SE 1/4 & THE SW 1/4 OF THE NE 1/4 OF SEC. 18, TWN. 23 N., RGE. 5 E. W.M.
KING COUNTY, WASHINGTON.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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RENTON SCHOOL DISTRICT
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NOTES AND DETAILS C7.06
1 NOT TO SCALE
CONNECTION TO WATER MAIN
CUT-IN TEE AND THREE VALVES 2 NOT TO SCALE
1.5 AND 2 INCH WATER
SERVICE IN PLANTING STRIP 3 NOT TO SCALE
4 INCH WATER METER
53
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A PORTION OF THE NE 1/4, NW 1/4, SE 1/4 & THE SW 1/4 OF THE NE 1/4 OF SEC. 18, TWN. 23 N., RGE. 5 E. W.M.
KING COUNTY, WASHINGTON.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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NOTES AND DETAILS C7.07
1 NOT TO SCALE
4 INCH WATER METER (SHEET 2)
2 NOT TO SCALE
RPBA HEATED ENCLOSURE INSTALLATION
DOMESTIC AND IRRIGATION SERVICES 3 NOT TO SCALE
FDC AND CHECK VALVE ROUTED
THROUGH BACKFLOW ASSEMBLY VAULT
54
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A PORTION OF THE NE 1/4, NW 1/4, SE 1/4 & THE SW 1/4 OF THE NE 1/4 OF SEC. 18, TWN. 23 N., RGE. 5 E. W.M.
KING COUNTY, WASHINGTON.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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RENTON HIGH SCHOOL REMODEL - PHASE 1
RENTON SCHOOL DISTRICT
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NOTES AND DETAILS C7.08
2 NOT TO SCALE
CONCRETE BLOCKING FOR VERTICAL
FITTINGS WITH RESTRAINED JOINTS1NOT TO SCALE
CONCRETE BLOCKING FOR HORIZONTAL FITTINGS
55
3 NOT TO SCALE
FIRE HYDRANT ASSEMBLY PAVEMENT MARKER
CIV-02
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A PORTION OF THE NE 1/4, NW 1/4, SE 1/4 & THE SW 1/4 OF THE NE 1/4 OF SEC. 18, TWN. 23 N., RGE. 5 E. W.M.
KING COUNTY, WASHINGTON.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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RENTON SCHOOL DISTRICT
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NOTES AND DETAILS C7.09
1 NOT TO SCALE
DCDA VAULT INSTALLATION FIRE
SPRINKLER SYSTEM (PAGE 2)2 NOT TO SCALE
3/4" TO 2" DOUBLE CHECK VALVE
ASSEMBLY FOR IRRIGATION
56
3 NOT TO SCALE
CONNECTION TO WATER MAIN
EXISTING TEE OR END LINE CAP
CIV-02
06/11/2026
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A PORTION OF THE NE 1/4, NW 1/4, SE 1/4 & THE SW 1/4 OF THE NE 1/4 OF SEC. 18, TWN. 23 N., RGE. 5 E. W.M.
KING COUNTY, WASHINGTON.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TE
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RENTON HIGH SCHOOL REMODEL - PHASE 1
RENTON SCHOOL DISTRICT
LU
A
2
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4
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NOTES AND DETAILS C7.10
COMPACTED
SUBGRADE TO 95%
CRUSHED SURFACING
BASE COURSE PER
WSDOT 9.03-9(3)
HMA CLASS 3/8", PG 64-22
CLASS 4000 CEMENT
CONCRETE PAVEMENT
3"
6"
NOTES:
1.DEPTHS ARE COMPACTED THICKNESS.
2.DUMMY JOINTS CONSISTING OF 3/16" BE 2" PREMOLDED JOINT MATERIAL SHALL BE
PLACED AT MAXIMUM 18 FOOT INTERVALS.
3.PROVIDE A TOOLED CONSTRUCTION JOINT AT MAXIMUM 6 FOOT INTERVAL.
4.THE CONTRACTOR SHALL EXPOSE EXISTING FILL, PROOF ROLL AND COMPACT TO 95%.
IF YIELDING CONDITIONS ARE ENCOUNTERED, YIELDING MATERIALS SHALL BE
REPLACED WITH IMPORTED STRUCTURAL FILL MATERIAL. THE DEPTH OF MATERIAL
REPLACEMENT SHALL BE DETERMINED BY THE GEOTECHNICAL ENGINEER.
5.THE STRUCTURAL FILL LAYER AND GEOTEXTILE FABRIC SHALL BE PROVIDED IF
REQUIRED BY THE GEOTECHNICAL ENGINEER, AND IS BID ALLOWANCE.
CLASS 4000 CEMENT
CONCRETE PAVEMENT
4" ON SITE
7" OFF SITE 6"
NOTES:
1.ALL DEPTHS SHOWN ARE COMPACTED DEPTHS.
2.THE CONTRACTOR SHALL EXPOSE EXISTING FILL, PROOF ROLL
AND COMPACT TO 95%. IF YIELDING CONDITIONS ARE
ENCOUNTERED, YIELDING MATERIALS SHALL BE REPLACED WITH
IMPORTED STRUCTURAL FILL MATERIAL. THE DEPTH OF MATERIAL
REPLACEMENT SHALL BE DETERMINED BY THE GEOTECHNICAL
ENGINEER.
3.THE STRUCTURAL FILL LAYER AND GEOTEXTILE FABRIC SHALL BE
PROVIDED IF REQUIRED BY THE GEOTECHNICAL ENGINEER, AND IS
BID ALLOWANCE.
NOTES:
1.ALL DEPTHS SHOWN ARE COMPACTED DEPTHS.
2.THE CONTRACTOR SHALL EXPOSE EXISTING FILL, PROOF ROLL
AND COMPACT TO 95%. IF YIELDING CONDITIONS ARE
ENCOUNTERED, YIELDING MATERIALS SHALL BE REPLACED WITH
IMPORTED STRUCTURAL FILL MATERIAL. THE DEPTH OF MATERIAL
REPLACEMENT SHALL BE DETERMINED BY THE GEOTECHNICAL
ENGINEER.
3.THE STRUCTURAL FILL LAYER AND GEOTEXTILE FABRIC SHALL BE
PROVIDED IF REQUIRED BY THE GEOTECHNICAL ENGINEER, AND IS
BID ALLOWANCE.
NOTES:
1.DEPTHS ARE COMPACTED THICKNESS.
2.DUMMY JOINTS CONSISTING OF 3/16" BE 2" PREMOLDED JOINT MATERIAL
SHALL BE PLACED AT MAXIMUM 18 FOOT INTERVALS.
3.PROVIDE A TOOLED CONSTRUCTION JOINT AT MAXIMUM 6 FOOT INTERVAL.
4.THE CONTRACTOR SHALL EXPOSE EXISTING FILL, PROOF ROLL AND
COMPACT TO 95%. IF YIELDING CONDITIONS ARE ENCOUNTERED, YIELDING
MATERIALS SHALL BE REPLACED WITH IMPORTED STRUCTURAL FILL
MATERIAL. THE DEPTH OF MATERIAL REPLACEMENT SHALL BE
DETERMINED BY THE GEOTECHNICAL ENGINEER.
3.THE STRUCTURAL FILL LAYER AND GEOTEXTILE FABRIC SHALL BE
PROVIDED IF REQUIRED BY THE GEOTECHNICAL ENGINEER, AND IS BID
ALLOWANCE.
STRUCTURAL FILL
6"
COMPACTED
SUBGRADE TO 95%
CRUSHED SURFACING
BASE COURSE PER
WSDOT 9.03-9(3)
6"
STRUCTURAL FILL
6"
HMA CLASS 3/8", PG 64-22
COMPACTED
SUBGRADE TO 95%
CRUSHED SURFACING
BASE COURSE PER
WSDOT 9.03-9(3)
12"
STRUCTURAL FILL
6"
COMPACTED
SUBGRADE TO 95%
CRUSHED SURFACING
BASE COURSE PER
WSDOT 9.03-9(3)
12"
STRUCTURAL FILL
6"
GEOTEXTILE FABRIC
GEOTEXTILE FABRIC
GEOTEXTILE FABRIC
GEOTEXTILE FABRIC
4"
6"
3"
18"
ASPHALT
PAVEMENT
#4 BARS, TYP.
CEMENT CONCRETE
CURB
6" *
SURFACING PER PLAN
* PROVIDE 3-INCH CURB HEIGHT WHERE
INDICATED PER PLANS.
8"NOTES:
1. SUBGRADE COMPACTION FOR CONCRETE CURB AND WALKS SHALL BE 95% OF MAXIMUM DENSITY.
2. EXPANSION JOINTS CONSISTING OF 3/16" BY 2" PREMOLDED JOINT MATERIAL SHALL BE PLACED AT 16
FOOT INTERVALS.
3. PROVIDE INTERMEDIATE TOOLED CONTRACTION JOINTS WITH SHINER AT 4 FOOT INTERVALS.
4. WALK SHALL BE BROOM FINISHED WITH 4" TROWELED EDGES. COORDINATE WITH ARCHITECT TO
VERIFY FINISH MATCHES EXISTING WALKS.
COMPACTED
SUBGRADE
PAVEMENT
0"-6"1" R
SEE ARCHITECT PLANS FOR CONSTRUCTION
JOINT LAYOUT
2% SLOPE MAX (1/4" DROP PER 1')
CEMENT
CONCRETE,
CLASS 4000
6"
2"TOOLED
JOINT
10
"
M
I
N
.
NON-SHRINK GROUT
3:1 SAND & CEMENT
(2) #6 BARS
9"
1" DIA HOLES
2" CLEARANCE (TYP)
4 1/2"
(2) 3/4 BARS
10" MAX.
6" MIN.
3" MIN.GROUT 1" DEPTH
NOTES: REFER TO PLAN FOR LOCATION OF WHEEL STOPS.
PROPOSED GRADE
AT FLOOR OF
PARKING SPACE
MI
N
.
8"MIN.
PERMIT REQUIREDSTATE DISABLED PARKING
PARKING
RESERVED
PARKING
RESERVED
CONCRETE
2" DIA GIP SCH 40
18
"
2.
5
'
4"
BOTTOM OF SIGN
5'
1'-0"
R7-8a SIGN AT VAN
ACCESSIBLE STALL
12"
8" CRUSHED
SURFACING
BASE COURSE
1" R (TYP)
2-1/2"5"
1"
2-1/2"
6"
10"
ADHESIVE, SEE NOTE
NOTE:
THE ADHESIVE SHALL MEET THE
REQUIREMENTS OF SECTION
9-26.1 FOR TYPE-II EPOXY
BONDING AGENT
DEPTH OF
THRU JOINT
1-1/2" R
(TYP)
NOTES:
1.PROVIDE 12'X18" "FIRE LANE NO PARKING" SIGNS PLACED ON 50' CENTER, SIGN
MOUNTING ON SINGLE METAL POST PER DETAIL 3/C7.04.
4" RED STRIPE
6'-0"
1 NOT TO SCALE
LIGHT DUTY ASPHALT
CEMENT PAVEMENT 2 NOT TO SCALE
LIGHT DUTY CEMENT CONCRETE
SIDEWALK (ON SITE ONLY)3 NOT TO SCALE
HEAVY DUTY ASPHALT
CEMENT PAVEMENT 4 NOT TO SCALE
HEAVY DUTY CEMENT CONCRETE
SIDEWALK (ON SITE ONLY)
5 NOT TO SCALE
TRAFFIC CURB 6 NOT TO SCALE
INTEGRAL CURB 7 NOT TO SCALE
EXTRUDED CURB 8 NOT TO SCALE
WHEEL STOP
9 NOT TO SCALE
ACCESSIBLE PARKING SIGN 10 NOT TO SCALE
FIRE LANE MARKING
57
3.0'
2"
2"
4"
11 NOT TO SCALE
SPEED BUMP
06/11/2026
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A PORTION OF THE NE 1/4, NW 1/4, SE 1/4 & THE SW 1/4 OF THE NE 1/4 OF SEC. 18, TWN. 23 N., RGE. 5 E. W.M.
KING COUNTY, WASHINGTON.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TE
D
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3
8
7
RENTON HIGH SCHOOL REMODEL - PHASE 1
RENTON SCHOOL DISTRICT
LU
A
2
5
-
0
0
0
3
4
3
C2
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3
3
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NOTES AND DETAILS C7.11
1 NOT TO SCALE
CEMENT CONCRETE SIDEWALK 2 NOT TO SCALE
CURB AND GUTTER REPLACEMENT
58
06/11/2026
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A PORTION OF THE NE 1/4, NW 1/4, SE 1/4 & THE SW 1/4 OF THE NE 1/4 OF SEC. 18, TWN. 23 N., RGE. 5 E. W.M.
KING COUNTY, WASHINGTON.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TE
D
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4
0
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4
3
8
7
RENTON HIGH SCHOOL REMODEL - PHASE 1
RENTON SCHOOL DISTRICT
LU
A
2
5
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0
0
0
3
4
3
C2
6
0
0
0
3
3
3
R-4387
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NOTES AND DETAILS C7.12
1 NOT TO SCALE
CATCH BASIN TYPE 1 2 NOT TO SCALE
CATCH BASIN TYPE 2 3 NOT TO SCALE
SANITARY SEWER MANHOLE
59
1.ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE
STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON
PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST
EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS
APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON
STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL
BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION.
2.THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY
SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN
WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. AN
APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO
BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY.
3.ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE
AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE.
4.A PRE-CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE
REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS
PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE
ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC
WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL
CONSTRUCTION.
5.CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND
SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS
AND OTHERS ON THE CONSTRUCTION SITE.
6.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN
STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY
CONSTRUCTION.
7.PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS
DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS.
8.A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE
WHENEVER CONSTRUCTION IS IN PROGRESS.
9.THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN
AS-BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN
STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR
LICENSED PROFESSIONAL SURVEYOR.
10.BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN
LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH
OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF
MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE
PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE
TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE
SAME AS DESCRIBED.
11.OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING
TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND
MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE
CITY OF RENTON.
12.DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN
VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL
SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS
OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS
DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE
NOTED ON THE PLANS.
13.ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR
OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT
FOR THE PREVENTION OF ON-SITE EROSION AFTER THE COMPLETION
OF CONSTRUCTION.
14.ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY
PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS
AND SPECIFICATIONS OF THE CITY OF RENTON
PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST
EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS
APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON
STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE
NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE
FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION
OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE
ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY
DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6
INCHES ABOVE AND BELOW THE PIPE.
15.SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC)
RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS
50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY.
16.IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES
AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE
MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE.
SANITARY SEWER NOTES AND SPECIFICATIONS
06/11/2026
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A PORTION OF THE NE 1/4, NW 1/4, SE 1/4 & THE SW 1/4 OF THE NE 1/4 OF SEC. 18, TWN. 23 N., RGE. 5 E. W.M.
KING COUNTY, WASHINGTON.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TE
D
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4
0
-
4
3
8
7
RENTON HIGH SCHOOL REMODEL - PHASE 1
RENTON SCHOOL DISTRICT
LU
A
2
5
-
0
0
0
3
4
3
C2
6
0
0
0
3
3
3
R-4387
PR
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5
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5
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NOTES AND DETAILS C7.13
1 NOT TO SCALE
CATCH BASIN INSTALLATION 2 NOT TO SCALE
OPEN CURB INLET 3 NOT TO SCALE
RECTANGULAR FRAME
60
06/11/2026
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A PORTION OF THE NE 1/4, NW 1/4, SE 1/4 & THE SW 1/4 OF THE NE 1/4 OF SEC. 18, TWN. 23 N., RGE. 5 E. W.M.
KING COUNTY, WASHINGTON.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TE
D
-
4
0
-
4
3
8
7
RENTON HIGH SCHOOL REMODEL - PHASE 1
RENTON SCHOOL DISTRICT
LU
A
2
5
-
0
0
0
3
4
3
C2
6
0
0
0
3
3
3
R-4387
PR
2
5
-
0
0
0
0
6
5
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NOTES AND DETAILS C7.14
1 NOT TO SCALE
RECTANGULAR SOLID METAL COVER 2 NOT TO SCALE
VANED GRATE 3 NOT TO SCALE
BIDIRECTIONAL VANED GRATE
4 NOT TO SCALE
HERRINGBONE GRATE
61
06/11/2026
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A PORTION OF THE NE 1/4, NW 1/4, SE 1/4 & THE SW 1/4 OF THE NE 1/4 OF SEC. 18, TWN. 23 N., RGE. 5 E. W.M.
KING COUNTY, WASHINGTON.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TE
D
-
4
0
-
4
3
8
7
RENTON HIGH SCHOOL REMODEL - PHASE 1
RENTON SCHOOL DISTRICT
LU
A
2
5
-
0
0
0
3
4
3
C2
6
0
0
0
3
3
3
R-4387
PR
2
5
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0
0
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6
5
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NOTES AND DETAILS C7.15
1 NOT TO SCALE
STORM ROUND LID PRIVATE 2 NOT TO SCALE
STORM ROUND LID PUBLIC 3 NOT TO SCALE
MISC DETAILS FOR DRAINAGE STRUCTURES
62
06/11/2026
NOTES AND DETAILS C7.16Know what's below.
before you dig.Call
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A PORTION OF THE NE 1/4, NW 1/4, SE 1/4 & THE SW 1/4 OF THE NE 1/4 OF SEC. 18, TWN. 23 N., RGE. 5 E. W.M.
KING COUNTY, WASHINGTON.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TE
D
-
4
0
-
4
3
8
7
RENTON HIGH SCHOOL REMODEL - PHASE 1
RENTON SCHOOL DISTRICT
LU
A
2
5
-
0
0
0
3
4
3
C2
6
0
0
0
3
3
3
R-4387
PR
2
5
-
0
0
0
0
6
5
RE
N
T
O
N
H
I
G
H
S
C
H
O
O
L
R
E
P
L
A
C
E
M
E
N
T
-
P
H
A
S
E
1
5 NOT TO SCALE
BIOPOD 5
6 NOT TO SCALE
BIOPOD 6
1 NOT TO SCALE
BIOPOD 1
63
06/11/2026
Know what's below.
before you dig.Call
R
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E
:
Ju
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3
,
2
0
2
6
F
I
L
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N
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2
0
2
3
\
2
2
3
0
3
8
8
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1
0
_
C
I
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\
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1
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2
2
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3
8
8
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A PORTION OF THE NE 1/4, NW 1/4, SE 1/4 & THE SW 1/4 OF THE NE 1/4 OF SEC. 18, TWN. 23 N., RGE. 5 E. W.M.
KING COUNTY, WASHINGTON.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TE
D
-
4
0
-
4
3
8
7
RENTON HIGH SCHOOL REMODEL - PHASE 1
RENTON SCHOOL DISTRICT
LU
A
2
5
-
0
0
0
3
4
3
C2
6
0
0
0
3
3
3
R-4387
PR
2
5
-
0
0
0
0
6
5
RE
N
T
O
N
H
I
G
H
S
C
H
O
O
L
R
E
P
L
A
C
E
M
E
N
T
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E
1
NOTES AND DETAILS C7.17
64
1 NOT TO SCALE
VALVE BOX OPERATING NUT
EXTENSION AND MARKER POST 2 NOT TO SCALE
2-INCH BLOW OFF ASSEMBLY (TEMPORARY)3 NOT TO SCALE
CEMENT CONCRETE DRIVEWAY ENTRANCE
06/11/2026
T
60+00 61+00 62+00 63+00 64+00
PI
:
6
0
+
0
0
.
0
0
1+
0
0
PI: 1+00.00
SD 1-3
SD 1-2
STCB#508
22.0'
21.8'±
(VARIES)
22.0'
21.9'±
(VARIES
5.0'
1
C8.02
2
C8.02
3
C8.02
28282829
30 STA:60+55.37, 29.00' RT
INSTALL HYDRANT
PER CITY OF RENTON
DETAIL 310.1
14 LF 6" DI WA
SD 1-1
STCB#696
STCB#690STA:60+29.66
22.00' RT
TC: 29.33BC: 28.83
STA:61+82.28
22.00' RT
TC: 28.37
BC: 27.87
STA:62+63.82
22.00' RT
TC: 27.86
BC: 27.36
RESET EXISTING UTILITY VAULT
TO FINISHED GRADE WITH
ADA-COMPLIANT LID
CONNECT TO
EX VALVE
CONNECT TO EXISTING SIDEWALK
AT CLOSEST JOINT
SAWCUTTING IS NOT ALLOWED
CONNECT TO EX SIDEWALK
AT CLOSEST JOINT
SAWCUTTING IS
NOT ALLOWED
18
20
22
24
26
28
30
32
18
20
22
24
26
28
30
32
59+50
FG FG
60+00
FG
FG
2
9
.
0
8
60+50
FG
2
8
.
7
2
FG
2
8
.
5
6
61+00
FG
2
8
.
4
1
FG
2
8
.
2
5
61+50
FG
2
8
.
0
9
FG
2
7
.
9
3
62+00
FG
2
7
.
7
6
FG
2
7
.
6
1
62+50
FG
2
7
.
4
5
FG
2
7
.
3
1
63+00
FG
2
7
.
1
7
FG
63+50
FG FG
64+00
FG
EXISTING GRADE AT CENTERLINE
PROPOSED GRADE AT CURB FLOWLINE
22.0' R TYP. SEE PLAN FOR ELEVATIONS
EXISTING GRADE AT CENTERLINE
PROPOSED GRADE AT CURB FLOWLINE
22.0' R TYP. SEE PLAN FOR ELEVATIONS
STA: 60+30.14, 20.99' RT
IE: 25.31 8" (NW)
RIM: 28.87
STCB#696, EXISTING TYPE 1
RESET RIM WITH
OPEN CURB INLET
AND VANED GRATE
STA: 61+75.72, 21.10' RT
IE: 23.19 8" (W)
RIM: 27.99
STCB#690, EXISTING TYPE 1
RESET RIM WITH
OPEN CURB INLET
AND VANED GRATE
STA: 63+52.92, 21.02' RT
IE: 22.56 8" (W)
IE: 22.56 12" (E)
RIM: 26.82
STCB#508, EX PUBLIC TYPE 1 CB
RESET RIM WITH
OPEN CURB INLET
AND VANED GRATE
EXISTING 8" WA
FIELD VERIFY ELEVATION
Know what's below.
before you dig.Call
R
DA
T
E
:
Ju
n
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4
,
2
0
2
6
F
I
L
E
N
A
M
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:
Q:
\
2
0
2
3
\
2
2
3
0
3
8
8
\
1
0
_
C
I
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\
C
A
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\
_
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1
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2
2
3
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3
8
8
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A PORTION OF THE NE 1/4, NW 1/4, SE 1/4 & THE SW 1/4 OF THE NE 1/4 OF SEC. 18, TWN. 23 N., RGE. 5 E. W.M.
KING COUNTY, WASHINGTON.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TE
D
-
4
0
-
4
3
8
7
RENTON HIGH SCHOOL REMODEL - PHASE 1
RENTON SCHOOL DISTRICT
LU
A
2
5
-
0
0
0
3
4
3
C2
6
0
0
0
3
3
3
R-4387
PR
2
5
-
0
0
0
0
6
5
RE
N
T
O
N
H
I
G
H
S
C
H
O
O
L
R
E
P
L
A
C
E
M
E
N
T
-
P
H
A
S
E
1
LAKE AVENUE S
IMPROVEMENTS C8.01
GRAPHIC SCALE
0 20 40
1" = 20 FEET
10
4
C8.02
LAKE AVE S
S
2
n
d
S
T
N
SCALE HORZ 1"=20' VERT 1"=2'
LAKE AVE S PROFILE
CIV-02
CIV-02
CIV-02
06/11/2026
TRENCH DRAIN
SD 1-2
STCB#508
28
28
63
+
0
0
63
+
5
0
FG: 28.00
BC: 27.84
TC: 28.34
FG: 27.78
FG: 27.94
FG: 27.74
FG: 27.66
FG: 27.70
FG: 27.93
FG: 27.86
BC: 27.05
TC: 27.08
BC: 27.04
MATCH EX CURB
TC: 27.54
BC: 26.82
MATCH EX CURB
TC: 27.32
BC: 26.84
MATCH EX CURB
TC: 27.34 FG: 27.67
MATCH EG
BC: 27.35
TC: 27.39
STA:63+22.06
21.88 RT
STA:63+21.02
21.88 RT
STA:62+64.83
22.00 RT
STA:62+63.40
27.50 RT
STA:62+91.25
30.48 RT
STA:62+90.84
35.49 RT
STA:63+14.93
35.40 RT
STA:63+15.34
30.40 RT
STA:63+20.95
35.38 RT
STA:63+21.36
30.38 RT
STA:63+61.24
27.45 RTSTA:63+61.21
21.82 RT
STA:63+47.90
21.85 RT
BC: 26.75
TC: 27.25
STA:63+52.93
21.84 RT
FG: 27.36
MATCH EG
STA:63+52.94
29.07 RT
1.50%
1.50%1.50%
7.49%
7.79%
0.
6
8
%
1.49%
1.50%
0.
5
8
%
0.
6
8
%
BC: 27.36
TC: 27.86
STA:62+63.82
22.00 RT
1.50%
SD 1-1
TRENCH DRAIN
FINAL DRIVEWAY
AND SIDEWALK
WILL BE PROVIDED
IN A FUTURE PERMIT
61
+
5
0
62
+
0
0
BC: 27.61
TC: 28.11
STA:62+23.20
22.00 RT
BC: 27.67
TC: 27.67
STA:62+15.20
22.00 RT
BC: 27.82
TC: 27.82
STA:61+90.28
22.00 RT
BC: 27.87
TC: 28.37
STA:61+82.28
22.00 RT
FG: 28.19
STA:62+23.20
27.50 RT
FG: 27.74
STA:62+15.20
27.50 RT
FG: 28.71
MATCH EG
STA:62+14.59
37.38 RT
FG: 28.85
MATCH EG
STA:61+88.28
37.38 RT
FG: 27.90
STA:61+90.28
27.50 RT
FG: 28.45
STA:61+82.28
27.50 RT
1.50%
1.50%
1.50%
1.50%
5.
6
2
%
0.
6
3
%
6.
8
8
%
DRAIN
STCB#690
STCB#509
24.9'
DRIVEWAY PER
CITY OF RENTON
DETAIL 104
0.
6
3
%
0.
6
3
%
3
C7.17
T
60
+
0
0
60
+
5
0
1+00
1+50
BC: 29.27
TC: 29.27
STA:60+21.65
24.31 RT
BC: 29.42
TC: 29.42
STA:60+15.16
33.16 RT
BC: 29.50
TC: 29.60
PC STA:60+14.71
35.72 RT
BC: 29.79
MATCH EX CURB
TC: 30.29
STA:60+13.87
45.51 RT
R15.00'
TC: 29.40
STA:60+29.66
27.50 RT
TC: 29.88
STA:60+25.97
31.15 RT
TC: 29.96
STA:60+23.13
35.27 RT
1.50%
1.50
%0
.
8
0
%
5
.
1
2
%
1.
5
8
%
1.4
1
%
0.5
0
%
7.07%
3.00%
DRAIN
BC: 29.46
BC: 29.38
BC: 29.40
TC: 30.30
STA:60+22.09
46.21 RT
BC: 30.30
7.67%
STCB#696
STCB#695
BC: 28.83
TC: 29.33
PT STA:60+29.66
22.00 RT
R6.75'
NEW HYDRANT &
6" DI WA PIPE
N
GRAPHIC SCALE
0 10 20
1" = 10 FEET
5
Know what's below.
before you dig.Call
R
DA
T
E
:
Ju
n
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9
,
2
0
2
6
F
I
L
E
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A
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2
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2
3
\
2
2
3
0
3
8
8
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1
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1
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2
2
3
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3
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8
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-
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A PORTION OF THE NE 1/4, NW 1/4, SE 1/4 & THE SW 1/4 OF THE NE 1/4 OF SEC. 18, TWN. 23 N., RGE. 5 E. W.M.
KING COUNTY, WASHINGTON.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TE
D
-
4
0
-
4
3
8
7
RENTON HIGH SCHOOL REMODEL - PHASE 1
RENTON SCHOOL DISTRICT
LU
A
2
5
-
0
0
0
3
4
3
C2
6
0
0
0
3
3
3
R-4387
PR
2
5
-
0
0
0
0
6
5
RE
N
T
O
N
H
I
G
H
S
C
H
O
O
L
R
E
P
L
A
C
E
M
E
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1
LAKE AVENUE S RAMP AND
DRIVEWAY DETAILS C8.02
LA
K
E
A
V
E
S
LA
K
E
A
V
E
S
LA
K
E
A
V
E
S
S 2nd ST
3 SCALE AS NOTED
LAKE AVE S DRIVEWAY AT 63+00
2 SCALE AS NOTED
LAKE AVE S DRIVEWAY AT 62+001SCALE AS NOTED
LAKE AVE S AT S 2ND ST RAMP
ROW
1.5%
22.0'
REPLACE CURB AND GUTTER
PER CITY OF RENTON
STANDARD PLAN 103
EXISTING PAVEMENT
5.0'
ROW
CENTERLINE
30.0'
3.0'
CLEAR SPACE
PROTECT EXISTING
TREES
4 NOT TO SCALE
LAKE AVE S TYPICAL SECTION
NEW SIDEWALK PER
CITY OF RENTON
STANDARD PLAN 1022
C7.11
1
C7.11
0.5'
PER STD DETAIL
CIV-02
06/11/2026
T
T
T
PP
P
P
PPPPPPP
P
3+00
4+00
5+00
6+00
7+00
8+00 9+00
PC
:
3
+
6
2
.
0
4
PT
:
4
+
8
5
.
0
5
PC
:
5
+
7
1
.
0
2
PT
:
7
+
3
9
.
6
1
1
C8.04
3
C8.04
STA:4+85.05
36.00' LT
STA:4+85.92
28.00' LT
FG: 31.91
FG: 31.79
STA:5+26.02
36.00' LT
STA:5+26.89
28.00' LT
FG: 31.97
FG: 31.85
1.
5
1
%
STA:6+93.11
42.97' LT
FG: 32.66
STA:6+93.99
35.00' LT
FG: 32.54
1.
5
0
%
STA:7+99.92
23.86' LT
BC: 32.12
MATCH EX
TC: 32.62
STA:8+65.08
24.07' LT
BC: 32.21
MATCH EX
TC: 32.71
STA:8+65.08
44.04' LT
FG: 33.18
STA:8+65.08
36.04' LT
FG: 33.06
8.00'
8.00'
PROTECT
EXISTING
TREES,
TYPICAL
32
33
32
33
32
33
33 33 33
3
3
8.00' ROW
DEDICATION
40.5'±
ROW
30.0'
ROW
24.5' ROW
DEDICATION
2
C8.04
CONNECT TO EX SIDEWALK
AT CLOSEST JOINT
SAWCUTTING IS NOT ALLOWED
T
T
P
PP P P P
P P
9+00 10+00 11+00 12+00 13+00 14+00 15+00
SD 1-63
STA:9+29.07
44.05' LT
FG: 33.38
MATCH EX
STA:9+29.08
36.05' LT
FG: 33.24
MATCH EX
STA:10+21.77
43.91' LT
FG: 33.13
MATCH EX
STA:10+21.79
36.06' LT
FG: 33.12
MATCH EX
8.00'
STA:11+05.64
44.51' LT
FG: 33.53
STA:11+05.82
36.66' LT
FG: 33.41
STA:11+82.79
36.48' LT
FG: 33.54
STA:11+82.79
44.48' LT
FG: 33.66
MATCH EX
CURB
STA:12+90.77
44.44' LT
FG: 34.07
STA:12+84.76
36.44' LT
FG: 33.98
10.00'
PROTECT
EXISTING
TREES,
TYPICAL
3
C8.04
30.0'
ROW
24.5' ROW
DEDICATION
2
C8.04
SIDEWALK FROM
14+00 TO LOGAN AVE S
TO BE REPLACED
IN FUTURE PERMIT
STA:12+36.77
44.46' LT
FG: 34.33
STA:12+30.77
44.46' LT
FG: 34.30
1.
5
0
%
4.
5
0
%
1.
5
0
%
1.
4
7
%
CONNECT TO EX SIDEWALK
AT CLOSEST JOINT
SAWCUTTING IS NOT ALLOWED CONNECT TO EX SIDEWALK
AT CLOSEST JOINT
SAWCUTTING IS NOT ALLOWED
Know what's below.
before you dig.Call
R
DA
T
E
:
Ju
n
e
4
,
2
0
2
6
F
I
L
E
N
A
M
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:
Q:
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2
0
2
3
\
2
2
3
0
3
8
8
\
1
0
_
C
I
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\
C
A
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\
_
P
H
A
S
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1
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2
2
3
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3
8
8
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S
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-
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D
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A PORTION OF THE NE 1/4, NW 1/4, SE 1/4 & THE SW 1/4 OF THE NE 1/4 OF SEC. 18, TWN. 23 N., RGE. 5 E. W.M.
KING COUNTY, WASHINGTON.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TE
D
-
4
0
-
4
3
8
7
RENTON HIGH SCHOOL REMODEL - PHASE 1
RENTON SCHOOL DISTRICT
LU
A
2
5
-
0
0
0
3
4
3
C2
6
0
0
0
3
3
3
R-4387
PR
2
5
-
0
0
0
0
6
5
RE
N
T
O
N
H
I
G
H
S
C
H
O
O
L
R
E
P
L
A
C
E
M
E
N
T
-
P
H
A
S
E
1
S 2ND ST IMPROVEMENTS C8.03
GRAPHIC SCALE
0 20 40
1" = 20 FEET
10
S 2nd ST
N
SH
A
T
T
U
C
K
AV
E
S
WH
I
T
W
O
R
T
H
AV
E
S
S 2nd ST
MO
R
R
I
S
AV
E
S
MA
T
C
H
L
I
N
E
S
T
A
T
I
O
N
9
+
0
0
-
S
E
E
B
E
L
O
W
MA
T
C
H
L
I
N
E
S
T
A
T
I
O
N
9
+
0
0
-
S
E
E
A
B
O
V
E
CIV-02
CIV-02
CIV-02
CIV-02
06/11/2026
32
31
32
33
3+50
4+00
4+50
BC: 30.52
MATCH EX CURB
TC: 31.02
STA:3+37.33
17.98 LT
BC: 30.54
TC: 30.54
STA:3+45.33
17.96 LT
BC: 30.57
TC: 30.57
PC STA:3+55.28
17.94 LT R801'
BC: 30.61
TC: 30.61
STA:3+70.97
17.80 LT BC: 30.63
TC: 31.13
STA:3+78.81
17.71 LT
BC: 30.68
MATCH EX CURB
TC: 31.18
STA:3+97.33
17.49 LT
BC: 31.13
TC: 31.13
STA:3+37.35
25.98 LT
BC: 30.65
TC: 31.15
STA:3+45.35
25.96 LT
BC: 30.72
TC: 31.22
STA:3+71.06
25.80 LT
BC: 31.24
TC: 31.25
STA:3+78.89
25.71 LT
FG: 31.30
STA:3+90.01
26.71 LT
FG: 31.25
STA:3+80.35
25.83 LT
1.
5
0
%
1.
5
0
%
1.
5
0
%
5.95%
0.27%
0.27%6.51%
0.27%
0.44%
0.44%
1.
5
0
%
BC: 30.67
TC: 31.17
STA:3+92.42
17.55 LT
FG: 31.40
STA:4+11.67
29.13 LT
26.0'
DRIVEWAY PER
CITY OF RENTON
DETAIL 104
5.95%
FG: 31.34
MATCH EG
STA:4+11.64
25.29 LT
STA:4+34.83
29.16 LT
FG: 31.44
MATCH EG
STA:4+34.90
25.32 LT
BC: 31.50
TC: 31.50
STA:4+41.62
29.26 LT
BC: 31.03
TC: 31.53 STA:4+46.47
29.33 LT
BC: 31.06
TC: 31.56 STA:4+53.26
29.42 LT
BC: 31.60
TC: 31.60
31
32
33
FG: 30.97
MATCH EG
STA:4+41.67
25.25 LT
FG: 31.00
MATCH EG
STA:4+46.52
25.33 LT
FG: 31.54
MATCH EG
STA:4+53.30
25.41 LT
FG: 31.58
MATCH EG
STA:4+63.67
25.54 LT
FG: 31.55
MATCH EG
STA:4+63.76
23.29 LT
PROTECT EXISTING RAMP
TO REMAIN
1.
5
0
%
1.
5
0
%
0.53%
7.50'
7.4'±
4.00'
8.00'
FG: 31.91
STA:4+85.05
36.00 LT
FG: 31.79
STA:4+85.92
28.00 LT
PROTECT EXISTING TREE
TO REMAIN
7.65%
6.60%
1.
5
0
%
FG: 31.20
MATCH EG
STA:3+27.70
25.95 LT
TC: 30.98
MATCH EG
STA:3+27.68
18.50 LT
3
C7.17
T
T
T
SD 1-69A
SD 1-70 32
32
32
5+50
6+00
6+50
7+00
FG: 31.95
STA:5+57.86
29.04 LT
BC: 31.97
TC: 31.97
STA:5+68.02
28.14 LT
BC: 31.25
MATCH EX CURB
TC: 31.75
STA:5+51.02
18.90 LT
BC: 31.39
TC: 31.39
STA:5+76.59
20.06 LT
BC: 31.59
TC: 31.59
STA:6+16.27
21.75 LT
BC: 31.55
TC: 32.05
STA:6+24.62
22.05 LT
BC: 31.47
TC: 31.97
STA:6+40.16
22.53 LT
BC: 31.69
MATCH EX CURB
TC: 32.19
STA:6+77.73
23.41 LT
BC: 31.35
TC: 31.85
STA:5+68.49
19.66 LT
R1430'
BC: 31.51
TC: 32.01
STA:5+76.13
28.55 LT
BC: 31.55
TC: 32.05
STA:5+82.97
28.88 LT
BC: 31.71
TC: 32.20
STA:6+16.06
30.25 LT
BC: 32.17
TC: 32.17
STA:6+24.31
30.54 LT
FG: 32.14
STA:6+29.79
30.72 LT
BC: 31.35
TC: 31.85
STA:5+98.97
49.05 LT
FG: 32.15
STA:5+78.14
42.78 LT
1.
5
0
%
1.
5
0
%
1.
5
0
%
1.
5
0
%
0.59%
5.75%
0.50%0.50%
5.62%
0.50%
0.50%
0.60%
BC: 31.64
TC: 32.14
STA:6+68.91
23.24 LT
0.60%
DRAIN
STCB#12570
STCB#12571
38.8'
DRIVEWAY PER
CITY OF RENTON
DETAIL 104
BC: 32.17
TC: 32.67
STA:6+38.84
57.61 LT
FG: 32.66
STA:6+93.11
42.97 LT
FG: 32.54
STA:6+93.99
35.00 LT FG: 32.54
STA:6+99.32
35.23 LT
TC: 32.22
STA:6+88.13
23.99 LT
TC: 31.72
STA:6+94.50
24.21 LT
TC: 31.73
STA:6+99.77
24.32 LT TC: 32.26
STA:7+05.90
24.29 LT
7.
4
0
%
7.
6
3
%
0.03%
1.
5
0
%
32
32
FG: 31.94
STA:5+63.02
27.91 LT
8.00'
8.00'
EX CURB
TO REMAIN
MATCH EX
3
C7.17
T 34
34
34
13+00 13+50 14+00
BC: 33.22
MATCH EX CURB
TC: 33.72
STA:13+08.03
24.09 LT
BC: 33.50
TC: 34.00
STA:13+39.78
24.20 LT
BC: 33.56
TC: 33.56
STA:13+46.25
24.23 LT
BC: 34.00
TC: 34.00
STA:13+90.03
24.47 LT BC: 34.13
MATCH EX CURB
TC: 34.63
STA:14+03.34
24.54 LT
BC: 34.14
TC: 34.14
STA:13+39.73
34.20 LT
BC: 33.70
TC: 34.20
STA:13+46.20
34.23 LT
BC: 34.05
TC: 34.55
STA:13+80.54
34.42 LT
BC: 34.14
TC: 34.64
STA:13+89.98
34.47 LT BC: 34.72
TC: 34.72
STA:13+98.27
34.52 LT
1.
5
0
%
1.
5
0
%
1.
5
0
%
BC: 34.08
TC: 34.58
STA:13+98.33
24.52 LT
1.
5
0
%
FG: 34.88
MATCH EG
STA:14+08.27
34.59 LT
1.00%7.02%
0.99%
0.99%6.74%
0.99%
0.87%
43.8'
DRIVEWAY PER
CITY OF RENTON
DETAIL 104
1.09%1.00%
BC: 34.33
TC: 34.83
STA:13+23.12
56.53 LT
BC: 34.51
TC: 35.01
STA:13+57.65
56.54 LT
TRENCH
DRAIN
7.12%0.87%7.82%
0.87%0.79%
BC: 34.00
TC: 34.00
STA:13+26.73
32.14 LT
BC: 33.43
TC: 33.91
STA:13+18.73
32.08 LT
BC: 33.38
TC: 33.86
STA:13+13.73
32.06 LT
BC: 33.83
TC: 33.83
STA:13+07.99
32.02 LT
1.
5
0
%
1.
5
0
%
TC: 33.68
MATCH EG
STA:13+01.20
24.59 LT
10.00'
3
C7.17
1.
5
0
%
FG: 34.77
STA:14+03.27
34.54 LT
TC: 34.68
MATCH EG
STA:14+08.34
25.08 LT
N
GRAPHIC SCALE
0 10 20
1" = 10 FEET
5
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RENTON SCHOOL DISTRICT
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1
S 2ND ST RAMP AND
DRIVEWAY DETAILS C8.04
S 2nd ST
S 2nd ST
S 2nd ST
1 SCALE AS NOTED
S 2ND ST DRIVEWAY & RAMP AT 4+00
3 SCALE AS NOTED
S 2ND ST DRIVEWAY & RAMP AT 6+00 4 SCALE AS NOTED
S 2ND ST DRIVEWAY & RAMP AT 13+50
ROW
AFTER DEDICATION
1.5%
VARIES
24'± TYPVARIESVARIES
PLANTING STRIP
VARIES
VARIES
EXISTING
CONCRETE CURB
AND GUTTER
EXISTING
PAVEMENT
VARIES
7.5-10.0'OPEN
SPACE
ROW
CENTERLINE
VARIES
30-40'±
CURRENT ROWDEDICATION
VARIES
8-24.5'
EXISTING STREET
TREE TO REMAIN
WHERE NOTED ON
PLAN
EXISTING
MEDIAN
2 NOT TO SCALE
S 2ND ST TYPICAL SECTION
NEW SIDEWALK PER
CITY OF RENTON
STANDARD PLAN 102
1
C7.11
CIV-02
CIV-02
06/11/2026