HomeMy WebLinkAbout47-Civil Plans.pdfFI
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A I R P O R T W A Y
EXISTING 1930'S BUILDING
RENTON HIGH SCHOOL REPLACEMENT
EXISTING IPAC
CONCESSIONS
BUILDING
STORAGE
BUILDING
MAINTENANCE
BUILDING
TRACK & FIELD
MULTI-PURPOSE FIELD
BASEBALL FIELD
SOFTBALL FIELD
OVERFLOW PARKING
N
0 100 200
1" = 100 FEET
GRAPHIC SCALE
500
RENTON HIGH SCHOOL REMODEL
RENTON SCHOOL DISTRICT
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2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIESKnow what's below.
before you dig.Call
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COVER SHEET C1.00
IF WORKERS ENTER ANY TRENCH OR
OTHER EXCAVATION FOUR OR MORE
FEET IN DEPTH THAT DOES NOT MEET
THE OPEN PIT REQUIREMENTS OF
WSDOT SECTION 2-09.3(3)B, IT SHALL BE
SHORED AND CRIBBED. THE
CONTRACTOR ALONE SHALL BE
RESPONSIBLE FOR WORKER SAFETY
AND AHBL ASSUMES NO
RESPONSIBILITY. ALL TRENCH SAFETY
SYSTEMS SHALL MEET THE
REQUIREMENTS OF THE WASHINGTON
INDUSTRIAL SAFETY AND HEALTH ACT,
CHAPTER 49.17 RCW.
FILL MATERIAL SHALL NOT CONTAIN
PETROLEUM PRODUCTS, OR
SUBSTANCES WHICH ARE HAZARDOUS,
DANGEROUS, TOXIC, OR WHICH
OTHERWISE VIOLATE ANY STATE,
FEDERAL, OR LOCAL LAW, ORDINANCE,
CODE, REGULATION, RULE, ORDER, OR
STANDARD.
FILL SPECIFICATION TRENCH NOTE
THE LOCATIONS OF EXISTING
UNDERGROUND UTILITIES ARE
APPROXIMATE ONLY AND HAVE NOT
BEEN INDEPENDENTLY VERIFIED BY THE
OWNER OR ITS REPRESENTATIVE. THE
CONTRACTOR SHALL DETERMINE THE
EXACT LOCATION OF ALL EXISTING
UTILITIES BEFORE COMMENCING WORK
AND AGREES TO BE FULLY RESPONSIBLE
FOR ANY AND ALL DAMAGES THAT
HAPPEN DUE TO THE CONTRACTOR'S
FAILURE TO LOCATE EXACTLY AND
PRESERVE ANY AND ALL UNDERGROUND
UTILITIES. AHBL ASSUMES NO LIABILITY
FOR THE LOCATION OF UNDERGROUND
UTILITIES.
UTILITY NOTE
AN AUTOCAD DRAWING FILE IS
AVAILABLE TO ASSIST WITH SITE
LAYOUT. PLEASE NOTE THAT
ELECTRONIC FILES ARE PROVIDED
FOR CONTRACTOR'S CONVENIENCE
AND SHALL NOT REPLACE NOR BE
USED TO SUBSTITUTE THE
CONTRACT DOCUMENTS. THE
CONTRACTOR IS RESPONSIBLE FOR
PROJECT LAYOUT ACCORDING TO
CONTRACT DOCUMENTS AND COST
FOR ELECTRONIC AUTOCAD FILES.
PHONE: (253) 383-2422
FAX: (253) 383-2572
AUTOCAD FILE
OWNER/ APPLICANT
RENTON SCHOOL DISTRICT #403
7812 S 124TH ST
SEATTLE, WA 98178
PH: (425) 204-4423
CONTACT: BRIANNE TOMLIN
EMAIL: brianne.tomlin@rentonschools.us
CIVIL ENGINEER:
AHBL, INC.
2215 NORTH 30TH STREET, SUITE 300
TACOMA, WASHINGTON 98403
PH: 253.383.2422
FAX: 253.383.2572
CONTACT: WILLIAM FIERST, P.E.
PRINCIPAL
EMAIL: wfierst@ahbl.com
BRIAN SCHEND, P.E.
PROJECT ENGINEER
EMAIL: bschend@ahbl.com
SURVEYOR
AHBL, INC.
2215 NORTH 30TH STREET, SUITE 300
TACOMA, WASHINGTON 98403
PH: 253.383.2422
FAX: 253.383.2572
CONTACT: DAVID FOLLANSBEE, P.L.S.
ASSOCIATE PRINCIPAL
EMAIL: dfollansbee@ahbl.com
BASIS OF BEARING
NAD 1983/11
WASHINGTON STATE PLANE SOUTH PROJECTION,
BASED ON GPS OBSERVATIONS USING WSRN AND
GEOID 2012A. UNITS OF MEASUREMENT ARE US
SURVEY FEET.
VERTICAL DATUM
NAVD 1988 VERTICAL DATUM ON
ORTHOMETRICALLY CORRECTED GPS
OBSERVATIONS USING WSRN AND GEOID 2012A.
LANDSCAPE
AHBL, INC.
2215 NORTH 30TH STREET, SUITE 300
TACOMA, WASHINGTON 98403
PH: 253.383.2422
FAX: 253.383.2572
CONTACT: CRAIG SKIPTON, ASLA
EMAIL: cskipton@ahbl.com
1.A LANDSCAPE MAINTENANCE AGREEMENT IS REQUIRED
PRIOR TO APPROVAL OF THE CIVIL (FAC22-0015)
AS-BUILT PLANS. THE VALUE OF THE MAINTENANCE
ASSURANCE DEVICE SHALL EQUAL AT LEAST 100
PERCENT OF THE TOTAL LANDSCAPE MATERIALS PLUS
INSTALLATION. AFTER INSTALLATION OF THE REQUIRED
LANDSCAPING, THE PROPERTY OWNER SHALL
COMPLETE AN INITIAL MAINTENANCE PERIOD LASTING
ONE YEAR.
2.APPROVAL OF THE CIVIL PLAN SET WILL NOT AUTHORIZE
THE CONSTRUCTION OF FENCES EXCEEDING 7' IN
HEIGHT. A SEPARATE BUILDING PERMIT WILL BE
REQUIRED FOR THE FENCES EXCEEDING 7' IN HEIGHT.
ALL FENCES AND GATES EXCEEDING 7' MAY BE
PACKAGED AND REVIEWED UNDER A SINGLE BUILDING
PERMIT.
3.A LOT COMBINATION TO COMBINE THE PARCELS INTO
ONE LOT SHALL BE APPROVED AND RECORDED. STREET
VACATIONS OF PORTIONS OF TOBIN AND TILLACUM IS
REQUIRED.
CONDITIONS OF APPROVAL
ARCHITECT
BRIC ARCHITECTURE
1233 NW NORTHRUP ST, SUITE 100
PORTLAND, OR 97209
PH: (503) 959-4900
CONTACT: TONIE ESTEBAN
EMAIL: tonie.esteban@bric-arch.com
VICINITY MAP
SURVEYOR'S NOTE
BOUNDARY PURSUANT BY REFERENCE SURVEY.
SITE INFORMATION
APN 7229300490, 7229300545, 7229300580,
7229300595, 7229300635, 7229300630, 0007200043,
0007200017, 0007200016, 5696000190, 5696000185,
5696000180, 5696000170, 5696000169, 5696000165,
5696000160, 5696000155, 5696000150, 5696000145,
5696000140, 0007200167, 0007200171, 0007200034,
0007200035, 0007200033, 0007200036, 0007200037,
0007200179, 0007200038, 0007200060, 0007200039,
0007200078, 0007200079, 0007200072, 0007200110,
0007200108, 0007200114, 0007200040, 0007200127,
0007200128, 0007200041, 0007200214, 0007200060
COMBINED EXISTING PARCEL AREA:
1,534,400 SF OR 35.225 AC.
PROPOSED TOTAL AREA:
1,464,995 SF OR 33.632 AC.
REFERENCE SURVEY
1) ALTA/ACSM LAND TITLE SURVEY, "LAKELAND
AREA 21 POLYGON NORTHWEST", PREPARED BY
CORE DESIGN.
UTILITIES
WATER / SEWER CITY OF RENTON
PH: 1-425-430-7201
TELEPHONE CENTURY LINK
PH: 1-800-244-1111
POWER PUGET SOUND ENERGY
PH: 1-888-321-7779
GAS PUGET SOUND ENERGY
PH: 1-888-321-7779
ONE CALL 1-800-424-5555
CIVIL SHEET INDEX
Sheet Number Sheet Title
C1.00 COVER SHEET
C1.01 CIVIL SITE PLAN
C1.02 FIRE HYDRANT LOCATIONS PLAN
C1.03 PROJECT PHASING PLAN
C4.00 OVERALL GRADING AND
DRAINAGE PLAN
C4.01 GRADING AND DRAINAGE PLAN
C4.02 GRADING AND DRAINAGE PLAN
C4.03 GRADING AND DRAINAGE PLAN
C4.04 GRADING AND DRAINAGE PLAN
C4.05 GRADING AND DRAINAGE PLAN
C4.06 GRADING AND DRAINAGE PLAN
C4.07 GRADING AND DRAINAGE PLAN
C4.08 GRADING AND DRAINAGE PLAN
C4.09 GRADING AND DRAINAGE PLAN
C4.10 GRADING AND DRAINAGE PLAN
C4.11 GRADING AND DRAINAGE PLAN
C4.12 GRADING AND DRAINAGE PLAN
C4.13 GRADING AND DRAINAGE PLAN
C5.00 OVERALL UTILITY PLAN
C5.01 UTILITY PLAN
C5.02 UTILITY PLAN
C5.03 UTILITY PLAN
C5.04 UTILITY PLAN
C5.05 UTILITY PLAN
C5.06 UTILITY PLAN
C6.00 OVERALL SURFACING PLAN
C6.01 SURFACING PLAN
C6.02 SURFACING PLAN
C6.03 SURFACING PLAN
C6.04 SURFACING PLAN
C6.05 SURFACING PLAN
C6.06 SURFACING PLAN
C6.07 SURFACING PLAN
C6.08 SURFACING PLAN
C6.09 SURFACING PLAN
C6.10 SURFACING PLAN
C6.11 SURFACING PLAN
C6.12 SURFACING PLAN
C6.13 SURFACING PLAN
C7.01 NOTES AND DETAILS
C7.02 NOTES AND DETAILS
C7.03 NOTES AND DETAILS
C7.04 NOTES AND DETAILS
C7.05 NOTES AND DETAILS
C8.01 AIRPORT WAY IMPROVEMENTS
C8.02 AIRPORT WAY IMPROVEMENTS
C8.03 S TOBIN ST IMPROVEMENTS
C8.04 SHATTUCK AVE S IMPROVEMENTS
C8.05 LAKE AVE S IMPROVEMENTS
C8.06 LAKE AVE S IMPROVEMENTS
C8.07 LOGAN AVE S IMPROVEMENTS
C8.08 LOGAN AVE S IMPROVEMENTS
C8.09 LOGAN AVE S IMPROVEMENTS
I405
AIRPORT WAY
S TOBIN ST
S 2ND ST
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SITE AREA EXISTING PROPOSED
TOTAL SITE AREA 1,534,400 SF OR 35.2 AC 1,464,995 SF OR 33.6 AC
TOTAL AREA OF IMPERVIOUS SURFACING 883,235 SF OR 20.3 AC 1,132,995 SF OR 26.0 AC
TOTAL AREA OF NATURAL/UNDEVELOPED
AREA
0 SF 0 SF
TOTAL GROSS AREA OF BUILDINGS 317,846 SF 403,610 SF
TOTAL AREA OF BUILDING FOOTPRINTS 148,960 SF 199,550 SF
BUILDING COVERAGE (%)9.71 %13.6 %
TOTAL AREA OF PAVEMENT 734,275 SF OR 16.9 AC 428,225 SF OR 9.83 AC
TOTAL SYNTHETIC AREA 0 SF 308,120 SF OR 7.07
TOTAL WETLAND AREA 0 SF 0 SF
LANDSCAPE AREA TOTAL REFER TO SHEET L0.00 396,650 SF OR 9.11 AC
INTERIOR PARKING AREA LANDSCAPE
TOTAL
REFER TO SHEET L0.00 REFER TO SHEET L2.00 -
L2.13
PARKING REQUIRED PROPOSED
STALLS 448 - 524 476**
ADA 9 12
EVENT / OVERFLOW N/A 48
BUS N/A 21*
SMALL BUS N/A 4
LANDSCAPE REQUIRED PROPOSED
PARKING 14,245 SF REFER TO SHEETS
L2.0 -L2.13
SYNTHETIC
TURF
N/A 308,120 SF OR 7.07 AC
TOTAL REFER TO
SHEETS
L0.00
396,650 SF OR 9.1 AC
BUILDING SETBACK
ROAD SECTION ZONE REQUIRED PROPOSED
AIRPORT WAY CA 15'305'
LAKE AVE S CD*NONE 750'
LOGAN AVE S CD*NONE 20'
SHATUCK AVE S CA*
R-8 15'67'
S TOBIN ST R-8 20'220'
S 2ND ST CD*NONE 30'
BUILDING HEIGHT
BUILDING ALLOWABLE PROPOSED
NEW EASTERN BUILDING 150'65'
FIELD LIGHTS 30'-150'75'
*AFTER SCHOOL HOURS, BUS STALLS CONVERT TO 47 STANDARD PARKING STALLS
**DOES NOT INCLUDE OVERFLOW OR BUS PARKING
BUILDING AREA
BUILDING EXISTING GROSS AREA PROPOSED GROSS AREA
EXISTING 1930'S BUILDING 188,525 SF 76,000 SF
EXISTING IPAC 17,433 SF 17,433 SF
DISTRICT WAREHOUSE 27,500 SF 0 SF
GYM/AUDITORIUM 85,025 SF 0 SF
RHS REPLACEMENT 0 SF 310,000 SF
NEW CONCESSIONS 0 SF 810 SF
NEW MAINTENANCE 0 SF 2,010 SF
NEW STORAGE 0 SF 4,360 SF
TOTAL GROSS AREA 317,850 SF 403,610 SF
*IF BUILDING IS OVER 25 FEET, SETBACK IS NOT REQUIRED
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RENTON HIGH SCHOOL REPLACEMENT
EXISTING IPAC
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BUILDING
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MAINTENANCE
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5.0' ROW
DEDICATION
12.5' ROW
DEDICATION
19.5' ROW
DEDICATION
24.5' ROW
DEDICATION
8.0' ROW
DEDICATION
ROW DEDICATION
VARIES
7.0' ROW
DEDICATION
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DEDICATION
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TYP.
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TYP.9.0'
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DRIVEWAY
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DRIVEWAY
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DRIVEWAY
24.0'
DRIVEWAY
24.0'
DRIVEWAY
STAFF PARKING
STAFF PARKING
MAINTENANCE
PARKING
LOADING DOCKS
OVERFLOW
PARKING
WHEEL STOP TYP.
WHEEL STOP TYP.
WHEEL STOP TYP.
WHEEL STOP TYP.WHEEL STOP TYP.
ADA STALLS
ADA STALLS
BUS STALLS
TYP.
PROPOSED CURB AND GUTTER
PROPOSED SIDEWALK
EX. CURB AND
GUTTER TO REMAIN
40.00'
59.50'
PROPOSED CURB AND GUTTER
79.50'
PROPOSED CURB
AND GUTTER
PROPOSED SIDEWALK
TRANSFORMER
20.38'
79.50'
RETAINING WALL
TRANSFORMER
REFUSE AREA
RETAINING WALL
EX. SIDEWALK
TO REMAIN
EX. CURB AND
GUTTER TO
REMAIN
30.00'
47.35'EX. CURB
AND GUTTER
TO REMAIN
37.00'
TRACK & FIELD
MULTI-PURPOSE FIELD
BASEBALL FIELD
SOFTBALL FIELD
EXISTING
BILLBOARD
TO REMAIN
PARKING REQUIRED PROPOSED
STALLS 448-524 476**
ADA 9 12
EVENT / OVERFLOW N/A 48
BUS N/A 21*
SMALL BUS N/A 4
*AFTER SCHOOL HOURS, BUS STALLS CONVERT TO 47 STANDARD PARKING STALLS
**DOES NOT INCLUDE OVERFLOW OR BUS PARKING
BUILDING SETBACK
ROAD SECTION ZONE REQUIRED PROPOSED
AIRPORT WAY CA 15'305'
LAKE AVE S CD*NONE 750'
LOGAN AVE S CD*NONE 20'
SHATUCK AVE S CA*
R-8 15'67'
S TOBIN ST R-8 20'220'
S 2ND ST CD*NONE 30'
N
GRAPHIC SCALE
0 80 160
1" = 80 FEET
40
RENTON HIGH SCHOOL REMODEL
RENTON SCHOOL DISTRICT
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2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIESKnow what's below.
before you dig.Call
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CIVIL SITE PLAN C1.01
19.50' ROW
DEDICATION
SITE AREA PROPOSED
TOTAL SITE AREA 1,464,995 SF OR 33.6 AC
TOTAL GROSS AREA OF BUILDINGS 403,610 SF
TOTAL LOT IMPERVIOUS COVERAGE 77.4%
LANDSCAPE TOTAL 396,650 SF OR 9.1 AC
INTERIOR PARKING LOT LANDSCAPE
TOTAL
REFER TO SHEETS
L2.0 -L2.13
BUILDING HEIGHT
BUILDING ALLOWABLE PROPOSED
NEW EASTERN BUILDING 150'65'
FIELD LIGHTS 30'-150'75'
*IF BUILDING IS OVER 25 FEET, SETBACK IS NOT REQUIRED
1.REFER TO SHEETS L1.00-L1.13 FOR BIKE RACK LOCATIONS,
FENCING, AND LANDSCAPE AREAS,
2.REFER TO DETAIL 3 ON SHEETS L6.01 FOR BIKE RACK
DIMENSIONS.
3.REFER TO SHEET C1.02 FOR EXISTING AND PROPOSED FIRE
HYDRANTS.
4.REFER TO LANDSCAPE ARCHITECTURE RENDERING FOR
STREET TREES.
EX. CURB AND
GUTTER TO REMAIN
PROPOSED
SIDEWALK
PROPOSED
SIDEWALK
60.00'
50.00'
PROPOSED SIDEWALK
NOTES
BUILDING AREA
BUILDING EXISTING GROSS AREA PROPOSED GROSS AREA
EXISTING 1930'S BUILDING 188,525 SF 76,000 SF
EXISTING IPAC 17,433 SF 17,433 SF
DISTRICT WAREHOUSE 27,500 SF 0 SF
GYM/AUDITORIUM 85,025 SF 0 SF
RHS REPLACEMENT 0 SF 310,000 SF
NEW CONCESSIONS 0 SF 810 SF
NEW MAINTENANCE 0 SF 2,010 SF
NEW STORAGE 0 SF 4,360 SF
TOTAL GROSS AREA 317,850 SF 403,610 SF
09/15/2025
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10 0023 040054 0 2 03 01
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EXISTING 1930'S
BUILDING
RENTON HIGH SCHOOL
REPLACEMENT
EXISTING
IPAC
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
EXISTING
FIRE HYDRANT
EXISTING
FIRE HYDRANT
EXISTING
FIRE HYDRANT EXISTING
FIRE HYDRANT
EXISTING
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
EXISTING
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FIRE
HYDRANT
PROPOSED
FIRE HYDRANT
EXISTING
FIRE HYDRANT
EXISTING
FIRE HYDRANT
N
GRAPHIC SCALE
0 80 160
1" = 80 FEET
40
RENTON HIGH SCHOOL REMODEL
RENTON SCHOOL DISTRICT
RE
N
T
O
N
H
I
G
H
S
C
H
O
O
L
R
E
M
O
D
E
L
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIESKnow what's below.
before you dig.Call
R
DA
T
E
:
Se
p
t
e
m
b
e
r
1
5
,
2
0
2
5
F
I
L
E
N
A
M
E
:
Q:
\
2
0
2
3
\
2
2
3
0
3
8
8
\
1
0
_
C
I
V
\
C
A
D
\
2
2
3
0
3
8
8
-
S
H
-
F
I
R
E
.
d
w
g
FIRE HYDRANT LOCATIONS
PLAN C1.02
09/15/2025
SEPT
10 0023 040054 0 2 03 01
100023040054020301
T
T
T
T
T
T
TT
T
S 2 N D S T
L
O
G
A
N
A
V
E
S
L
O
G
A
N
A
V
E
S
S T O B I N S T
S
H
A
T
T
U
C
K
A
V
E
S
L
A
K
E
A
V
E
S
A I R P O R T W A Y
10 0023 040054 0 2 03 01
100023040054020301
T
T
T
T
T
T
TT
T
S 2 N D S T
L
O
G
A
N
A
V
E
S
L
O
G
A
N
A
V
E
S
S T O B I N S T
S
H
A
T
T
U
C
K
A
V
E
S
L
A
K
E
A
V
E
S
A I R P O R T W A Y
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDSDSDS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
BUILDING REPLACEMENT
21 STALLS (2 ADA)
PROPOSED BUILDING
EXISTING BUILDING TO REMAIN
EXISTING BUILDING
TO BE DEMOLISHED
EXISTING BUILDING
TO BE DEMOLISHED
APPROXIMATE LOCATION OF
EXISTING TRANSFORMER
POTENTIAL PSE
CONNECTION POINT
APPROXIMATE LOCATION OF
EXISTING GAS METER N
GRAPHIC SCALE
0 80 160
1" = 80 FEET
40
RENTON HIGH SCHOOL REMODEL
RENTON SCHOOL DISTRICT
RE
N
T
O
N
H
I
G
H
S
C
H
O
O
L
R
E
M
O
D
E
L
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIESKnow what's below.
before you dig.Call
R
DA
T
E
:
Se
p
t
e
m
b
e
r
1
5
,
2
0
2
5
F
I
L
E
N
A
M
E
:
Q:
\
2
0
2
3
\
2
2
3
0
3
8
8
\
1
0
_
C
I
V
\
C
A
D
\
2
2
3
0
3
8
8
-
S
H
-
P
H
A
S
I
N
G
.
d
w
g
PROJECT PHASING PLAN C1.03
09/15/2025
SEPT
FI
R
E
L
A
N
E
-
N
O
P
A
R
K
I
N
G
FIRE LANE - NO PARKING
FIRE LANE - NO PARKING
FIRE LANE - NO PARKING
FIRE LANE - NO PARKING
FIRE LANE - NO PARKING
FIRE LANE - NO PARKING
FIRE LANE - NO PARKING
FIRE LANE - NO PARKING
FIRE LANE - NO PARKING
FIRE LANE - NO PARKING
FIRE LANE - NO PARKING
FIRE LANE - NO PARKING
FIRE LANE - NO PARKING
FIRE LANE - NO PARKING
FIRE LANE - NO PARKING
FIRE LANE - NO PARKING
FI
R
E
L
A
N
E
-
N
O
P
A
R
K
I
N
G
FI
R
E
L
A
N
E
-
N
O
P
A
R
K
I
N
G
FI
R
E
L
A
N
E
-
N
O
P
A
R
K
I
N
G
FI
R
E
L
A
N
E
-
N
O
P
A
R
K
I
N
G
FIRE LANE - NO PARKING
FIRE LANE - NO PARKING
FIRE LANE - NO PARKING
FIRE LANE - NO PARKING
10 0023 040054 0 2 03 01
100023040054020301
T
T
T
T
T
T
TT
T
S 2 N D S T
L
O
G
A
N
A
V
E
S
L
O
G
A
N
A
V
E
S
S T O B I N S T
S
H
A
T
T
U
C
K
A
V
E
S
L
A
K
E
A
V
E
S
A I R P O R T W A Y
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDSDSDS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
N
0 100 200
1" = 100 FEET
GRAPHIC SCALE
500
PROPOSED LEGEND:
SANITARY SEWER MANHOLE
SANITARY SEWER CLEANOUT
STORM DRAINAGE MANHOLE TYPE 1
CATCH BASIN TYPE 1
GATE VALVE MJ
FIRE DEPARTMENT CONNECTION
FIRE HYDRANT
WATER METER
PIV
SANITARY SEWER LINE
STORM DRAINAGE PIPE
WATER LINE
FIRE SERVICE LINE
IRRIGATION SEVICE LINE
POWER LINE
EXISTING PROPERTY LINE
PROPOSED PROPERTY LINE
RENTON HIGH SCHOOL REMODEL
RENTON SCHOOL DISTRICT
RE
N
T
O
N
H
I
G
H
S
C
H
O
O
L
R
E
M
O
D
E
L
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIESKnow what's below.
before you dig.Call
R
DA
T
E
:
Se
p
t
e
m
b
e
r
1
5
,
2
0
2
5
F
I
L
E
N
A
M
E
:
Q:
\
2
0
2
3
\
2
2
3
0
3
8
8
\
1
0
_
C
I
V
\
C
A
D
\
2
2
3
0
3
8
8
-
S
H
-
S
T
R
M
.
d
w
g
OVERALL GRADING AND
DRAINAGE PLAN C4.00
C4.05 C4.06
C4.09 C4.10
C4.12
C4.13
C4.08C4.07
C4.03
C4.04
C4.01
C4.02
C4.11
GRADING INFORMATION
TOTAL AREA TO BE GRADED: 1,432,600 SF 32.89 AC
APPROXIMATE CUT:4,800 CY
APPROXIMATE FILL:32,700 CY
NET GRADING:27,900 CY FILL
IMPORT SOILS WILL BE FROM CITY-APPROVED LOCAL SOURCES. EXCESS
SOILS WILL BE DISPOSED AT A CITY-APPROVED LOCATION. EXACT LOCATIONS
WILL BE DETERMINED DURING CONSTRUCTION.
COMBINED EXISTING PARCEL AREA:
1,534,400 SF OR 35.225 AC.
PROPOSED TOTAL AREA:
1,464,995 SF OR 33.632 AC.
09/15/2025
SEPT
33
34
34
34
FROM FIELD
UNDERDRAIN
(BY OTHERS)
3
2
33
33
3
3
EX. BILLBOARD TO REMAIN
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C4
.
0
2
RENTON HIGH SCHOOL REMODEL
RENTON SCHOOL DISTRICT
RE
N
T
O
N
H
I
G
H
S
C
H
O
O
L
R
E
M
O
D
E
L
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIESKnow what's below.
before you dig.Call
R
DA
T
E
:
Se
p
t
e
m
b
e
r
1
5
,
2
0
2
5
F
I
L
E
N
A
M
E
:
Q:
\
2
0
2
3
\
2
2
3
0
3
8
8
\
1
0
_
C
I
V
\
C
A
D
\
2
2
3
0
3
8
8
-
S
H
-
S
T
R
M
.
d
w
g
GRADING AND DRAINAGE
PLAN C4.01
MATCH LINE - SEE SHEET C4.05
N
GRAPHIC SCALE
0 20 40
1" = 20 FEET
10
AIRPORT WAY
SH
A
T
T
U
C
K
A
V
E
S
09/15/2025
SEPT
FILTERRA 9
6x6
FROM FIELD
UNDERDRAIN
(BY OTHERS)
RE-SET CATCH BASIN
RIMS, TYP
35
34
FILTERRA 13
4x4
(PUBLIC)
RENTON HIGH SCHOOL REMODEL
RENTON SCHOOL DISTRICT
RE
N
T
O
N
H
I
G
H
S
C
H
O
O
L
R
E
M
O
D
E
L
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIESKnow what's below.
before you dig.Call
R
DA
T
E
:
Se
p
t
e
m
b
e
r
1
5
,
2
0
2
5
F
I
L
E
N
A
M
E
:
Q:
\
2
0
2
3
\
2
2
3
0
3
8
8
\
1
0
_
C
I
V
\
C
A
D
\
2
2
3
0
3
8
8
-
S
H
-
S
T
R
M
.
d
w
g
GRADING AND DRAINAGE
PLAN C4.02
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C4
.
0
1
MATCH LINE - SEE SHEET C4.06
N
GRAPHIC SCALE
0 20 40
1" = 20 FEET
10
AIRPORT WAY
LO
G
A
N
A
V
E
S
09/15/2025
SEPT
N
GRAPHIC SCALE
0 20 40
1" = 20 FEET
10
RENTON HIGH SCHOOL REMODEL
RENTON SCHOOL DISTRICT
RE
N
T
O
N
H
I
G
H
S
C
H
O
O
L
R
E
M
O
D
E
L
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIESKnow what's below.
before you dig.Call
R
DA
T
E
:
Se
p
t
e
m
b
e
r
1
5
,
2
0
2
5
F
I
L
E
N
A
M
E
:
Q:
\
2
0
2
3
\
2
2
3
0
3
8
8
\
1
0
_
C
I
V
\
C
A
D
\
2
2
3
0
3
8
8
-
S
H
-
S
T
R
M
.
d
w
g
GRADING AND DRAINAGE
PLAN C4.03
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C4
.
0
4
MATCH LINE - SEE SHEET C4.07
LA
K
E
A
V
E
S
09/15/2025
SEPT
S T O B I N S T
FILTERRA 11
4x4
(PUBLIC)
3
0
30
RENTON HIGH SCHOOL REMODEL
RENTON SCHOOL DISTRICT
RE
N
T
O
N
H
I
G
H
S
C
H
O
O
L
R
E
M
O
D
E
L
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIESKnow what's below.
before you dig.Call
R
DA
T
E
:
Se
p
t
e
m
b
e
r
1
5
,
2
0
2
5
F
I
L
E
N
A
M
E
:
Q:
\
2
0
2
3
\
2
2
3
0
3
8
8
\
1
0
_
C
I
V
\
C
A
D
\
2
2
3
0
3
8
8
-
S
H
-
S
T
R
M
.
d
w
g
GRADING AND DRAINAGE
PLAN C4.04
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
C4
.
0
3
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C4
.
0
9
MATCH LINE - SEE SHEET C4.08
S TOBIN ST
09/15/2025
SEPT
10 0023 040054
0 40054020301
3
2
NEW
BUILDING
NEW
BUILDING
FF 35.00'
35
FROM
FIELD UNDERDRAIN
(BY OTHERS)
31
32
3
2
33
33
35
3
4
36
FILTERRA 8
8x10.5
NEW
BUILDING
FF 32.50'
3
2
32 35
36
32
32
33
3
3
FILTERRA 2
4x6
RENTON HIGH SCHOOL REMODEL
RENTON SCHOOL DISTRICT
RE
N
T
O
N
H
I
G
H
S
C
H
O
O
L
R
E
M
O
D
E
L
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIESKnow what's below.
before you dig.Call
R
DA
T
E
:
Se
p
t
e
m
b
e
r
1
5
,
2
0
2
5
F
I
L
E
N
A
M
E
:
Q:
\
2
0
2
3
\
2
2
3
0
3
8
8
\
1
0
_
C
I
V
\
C
A
D
\
2
2
3
0
3
8
8
-
S
H
-
S
T
R
M
.
d
w
g
GRADING AND DRAINAGE
PLAN C4.05
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
C4
.
0
4
MATCH LINE - SEE SHEET C4.01
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C4
.
0
6
MATCH LINE - SEE SHEET C4.09
SH
A
T
T
U
C
K
A
V
E
S
09/15/2025
SEPT
0 2 03 01
1000234
FILTERRA 12
4x4
(PUBLIC)
35
3
5
3
4
36
DS
DSDS
DS
RENTON HIGH SCHOOL REMODEL
RENTON SCHOOL DISTRICT
RE
N
T
O
N
H
I
G
H
S
C
H
O
O
L
R
E
M
O
D
E
L
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIESKnow what's below.
before you dig.Call
R
DA
T
E
:
Se
p
t
e
m
b
e
r
1
5
,
2
0
2
5
F
I
L
E
N
A
M
E
:
Q:
\
2
0
2
3
\
2
2
3
0
3
8
8
\
1
0
_
C
I
V
\
C
A
D
\
2
2
3
0
3
8
8
-
S
H
-
S
T
R
M
.
d
w
g
GRADING AND DRAINAGE
PLAN C4.06
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
C4
.
0
5
MATCH LINE - SEE SHEET C4.02
MATCH LINE - SEE SHEET C4.10
LO
G
A
N
A
V
E
S
09/15/2025
SEPT
FIRE LANE - NO PARKING
FIRE LANE - NO PARKING
FIRE LANE - NO PARKING
FIRE LANE - NO PARKING
T
L
A
K
E
A
V
E
S
CONTROL
MANHOLE
3
0
2
8
2
9
FILTERRA 7
6x8
FROM TRACK
UNDERDRAINS
FILTERRA 10
4x4
30
28
29
TRENCH DRAIN
60" DETENTION PIPE
IE 23.75 TYP
RENTON HIGH SCHOOL REMODEL
RENTON SCHOOL DISTRICT
RE
N
T
O
N
H
I
G
H
S
C
H
O
O
L
R
E
M
O
D
E
L
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIESKnow what's below.
before you dig.Call
R
DA
T
E
:
Se
p
t
e
m
b
e
r
1
5
,
2
0
2
5
F
I
L
E
N
A
M
E
:
Q:
\
2
0
2
3
\
2
2
3
0
3
8
8
\
1
0
_
C
I
V
\
C
A
D
\
2
2
3
0
3
8
8
-
S
H
-
S
T
R
M
.
d
w
g
GRADING AND DRAINAGE
PLAN C4.07
N
GRAPHIC SCALE
0 20 40
1" = 20 FEET
10
MATCH LINE - SEE SHEET C4.03
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C4
.
0
8
MATCH LINE - SEE SHEET C4.11
L
A
K
E
A
V
E
S
09/15/2025
SEPT
FIRE LANE - NO PARKING
FIRE LANE - NO PARKING
FIRE LANE - NO PARKING
31
32
FILTERRA 6
4x4
3
0
30
SLOT DRAIN AROUND
INSIDE OF TRACK, TYP
SLOT DRAIN AROUND
INSIDE OF TRACK, TYP
SLOT DRAIN AROUND
INSIDE OF TRACK, TYP
TRENCH
DRAIN
31
32
33
RENTON HIGH SCHOOL REMODEL
RENTON SCHOOL DISTRICT
RE
N
T
O
N
H
I
G
H
S
C
H
O
O
L
R
E
M
O
D
E
L
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIESKnow what's below.
before you dig.Call
R
DA
T
E
:
Se
p
t
e
m
b
e
r
1
5
,
2
0
2
5
F
I
L
E
N
A
M
E
:
Q:
\
2
0
2
3
\
2
2
3
0
3
8
8
\
1
0
_
C
I
V
\
C
A
D
\
2
2
3
0
3
8
8
-
S
H
-
S
T
R
M
.
d
w
g
GRADING AND DRAINAGE
PLAN C4.08
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
C4
.
0
7
MATCH LINE - SEE SHEET C4.04
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C4
.
0
9
MATCH LINE - SEE SHEET C4.11
09/15/2025
SEPT
FI
R
E
L
A
N
E
-
N
O
P
A
R
K
I
N
G
3
5
32 33 34
33
3
3
33
34
3
2
32
33
34
BUILDING
FF 31.50'
31
3
1
TW: 35.63BW: 31.66
TW: 34.71BW: 34.71
RENTON HIGH SCHOOL REMODEL
RENTON SCHOOL DISTRICT
RE
N
T
O
N
H
I
G
H
S
C
H
O
O
L
R
E
M
O
D
E
L
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIESKnow what's below.
before you dig.Call
R
DA
T
E
:
Se
p
t
e
m
b
e
r
1
5
,
2
0
2
5
F
I
L
E
N
A
M
E
:
Q:
\
2
0
2
3
\
2
2
3
0
3
8
8
\
1
0
_
C
I
V
\
C
A
D
\
2
2
3
0
3
8
8
-
S
H
-
S
T
R
M
.
d
w
g
GRADING AND DRAINAGE
PLAN C4.09
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
C4
.
0
8
MATCH LINE - SEE SHEET C4.05
MATCH LINE - SEE SHEET C4.06
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C4
.
1
0
09/15/2025
SEPT
35
35 3
5
35
RENTON HIGH SCHOOL
REPLACEMENT
FF 35.33'
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDSDSDS
DS
DS
DS
RENTON HIGH
SCHOOL
REPLACEMENT
FF 35.33'
19.1'14.5'35.0'
RENTON HIGH SCHOOL REMODEL
RENTON SCHOOL DISTRICT
RE
N
T
O
N
H
I
G
H
S
C
H
O
O
L
R
E
M
O
D
E
L
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIESKnow what's below.
before you dig.Call
R
DA
T
E
:
Se
p
t
e
m
b
e
r
1
5
,
2
0
2
5
F
I
L
E
N
A
M
E
:
Q:
\
2
0
2
3
\
2
2
3
0
3
8
8
\
1
0
_
C
I
V
\
C
A
D
\
2
2
3
0
3
8
8
-
S
H
-
S
T
R
M
.
d
w
g
GRADING AND DRAINAGE
PLAN C4.10
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
C4
.
0
9
MATCH LINE - SEE SHEET C4.06
MATCH LINE - SEE SHEET C4.13
LO
G
A
N
A
V
E
S
09/15/2025
SEPT
FIRE LANE - NO PARKING
FIRE LANE - NO PARKING
FIRE LANE - NO PARKING
FIRE LANE - NO PARKING
FIRE LANE - NO PARKING
FIRE LANE - NO PARKING
FIRE LANE - NO PARKING
FIRE LANE - NO PARKING
FIRE LANE - NO PARKING
FIRE LANE - NO PARKING
FIRE LANE - NO PARKING
FIRE LANE - NO PARKING
FIRE LANE - NO PARKING
FIRE LANE - NO PARKING
FI
R
E
L
A
N
E
-
N
O
P
A
R
K
I
N
G
FI
R
E
L
A
N
E
-
N
O
P
A
R
K
I
N
G
T
T
T
3
1
31
32
33
3
0
30
31
32
33
3
1
32
3
2
FILTERRA 5
6x4
FILTERRA 1
4x4
3
2
33
32
3
2
32
9.5'
8.4'
14.1'
60" DETENTION PIPE
IE 23.75 TYP
60" DETENTION PIPE
IE 23.75 TYP
60" DETENTION PIPE
IE 23.75 TYP
60" DETENTION PIPE
IE 23.75 TYP
60" DETENTION PIPE
IE 23.75 TYP
RENTON HIGH SCHOOL REMODEL
RENTON SCHOOL DISTRICT
RE
N
T
O
N
H
I
G
H
S
C
H
O
O
L
R
E
M
O
D
E
L
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIESKnow what's below.
before you dig.Call
R
DA
T
E
:
Se
p
t
e
m
b
e
r
1
5
,
2
0
2
5
F
I
L
E
N
A
M
E
:
Q:
\
2
0
2
3
\
2
2
3
0
3
8
8
\
1
0
_
C
I
V
\
C
A
D
\
2
2
3
0
3
8
8
-
S
H
-
S
T
R
M
.
d
w
g
GRADING AND DRAINAGE
PLAN C4.11
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
C4
.
1
2
MATCH LINE - SEE SHEET C4.08MATCH LINE - SEE SHEET C4.07
S 2nd ST
09/15/2025
SEPT
FIRE LANE - NO PARKING
FIRE LANE - NO PARKING
FIRE LANE - NO PARKING
FI
R
E
L
A
N
E
-
N
O
P
A
R
K
I
N
G
FI
R
E
L
A
N
E
-
N
O
P
A
R
K
I
N
G
S 2 N D S T
34
EXISTING
1930s BUILDING
FF 34.75'
EXISTING
IPAC
BUILDING
FF 36.50'
LOADING DOCK
LOADING DOCK
3
1
3
2
3
3
3
2
3
3
3
4
ROOF
DRAIN
CONNECTION
TW: 35.06BW: 35.05 TW: 35.96BW: 31.96
TW: 35.63BW: 31.66
35
333333
3
4
3
5
3
4
35
34
3
6
60" DETENTION PIPE
IE 23.75 TYP
RENTON HIGH SCHOOL REMODEL
RENTON SCHOOL DISTRICT
RE
N
T
O
N
H
I
G
H
S
C
H
O
O
L
R
E
M
O
D
E
L
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIESKnow what's below.
before you dig.Call
R
DA
T
E
:
Se
p
t
e
m
b
e
r
1
5
,
2
0
2
5
F
I
L
E
N
A
M
E
:
Q:
\
2
0
2
3
\
2
2
3
0
3
8
8
\
1
0
_
C
I
V
\
C
A
D
\
2
2
3
0
3
8
8
-
S
H
-
S
T
R
M
.
d
w
g
GRADING AND DRAINAGE
PLAN C4.12
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
C4
.
1
3
MATCH LINE - SEE SHEET C4.09
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C4
.
1
1
S 2nd ST
09/15/2025
SEPT
T
T
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
RENTON HIGH SCHOOL
REPLACEMENT
FF 36.50'
TRENCH DRAIN
35
34
35
3
6
20.3'14.5'35.0'
RENTON HIGH SCHOOL REMODEL
RENTON SCHOOL DISTRICT
RE
N
T
O
N
H
I
G
H
S
C
H
O
O
L
R
E
M
O
D
E
L
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIESKnow what's below.
before you dig.Call
R
DA
T
E
:
Se
p
t
e
m
b
e
r
1
5
,
2
0
2
5
F
I
L
E
N
A
M
E
:
Q:
\
2
0
2
3
\
2
2
3
0
3
8
8
\
1
0
_
C
I
V
\
C
A
D
\
2
2
3
0
3
8
8
-
S
H
-
S
T
R
M
.
d
w
g
GRADING AND DRAINAGE
PLAN C4.13
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
C4
.
1
2
MATCH LINE - SEE SHEET C4.10
LO
G
A
N
A
V
E
S
S 2nd ST
09/15/2025
SEPT
T
T
T
T
T
T
TT
T
10 0023 040054 0 2 03 01
100023040054020301
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDSDSDS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
S T O B I N S T
L
A
K
E
A
V
E
S
S 2 N D S T
L
O
G
A
N
A
V
E
S
L
O
G
A
N
A
V
E
S
A I R P O R T W A Y
S
H
A
T
T
U
C
K
A
V
E
S
S T O B I N S T
N
0 100 200
1" = 100 FEET
GRAPHIC SCALE
500
PROPOSED LEGEND:
SANITARY SEWER MANHOLE
SANITARY SEWER CLEANOUT
STORM DRAINAGE MANHOLE TYPE 1
CATCH BASIN TYPE 1
GATE VALVE MJ
FIRE DEPARTMENT CONNECTION
FIRE HYDRANT
WATER METER
PIV
SANITARY SEWER LINE
STORM DRAINAGE PIPE
WATER LINE
FIRE SERVICE LINE
IRRIGATION SEVICE LINE
POWER LINE
EXISTING PROPERTY LINE
PROPOSED PROPERTY LINE
RENTON HIGH SCHOOL REMODEL
RENTON SCHOOL DISTRICT
RE
N
T
O
N
H
I
G
H
S
C
H
O
O
L
R
E
M
O
D
E
L
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIESKnow what's below.
before you dig.Call
R
DA
T
E
:
Se
p
t
e
m
b
e
r
1
5
,
2
0
2
5
F
I
L
E
N
A
M
E
:
Q:
\
2
0
2
3
\
2
2
3
0
3
8
8
\
1
0
_
C
I
V
\
C
A
D
\
2
2
3
0
3
8
8
-
S
H
-
U
T
I
L
.
d
w
g
OVERALL UTILITY PLAN C5.00
C5.01 C5.02
C5.03 C5.04
C5.05 C5.06
EX. FIRE HYDRANT
EX. CURB AND
GUTTER TO REMAIN
PROPOSED SIDEWALK
EX. FIRE HYDRANT
EX. CURB AND
GUTTER TO REMAIN
PROPOSED SIDEWALK
PROPOSED
FIRE HYDRANT
EX. CURB, GUTTER AND
SIDEWALK TO REMAIN
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED FIRE HYDRANT
PROPOSED SIDEWALK
PROPOSED CURB AND GUTTER
PROPOSED FIRE HYDRANT
EX. FIRE HYDRANT
PROPOSED FIRE HYDRANT
TRANSFORMER
FIELD LIGHTING, TYP.
FIELD LIGHTING, TYP.
EX. FIRE HYNDRANT
PROPOSED CURB AND
GUTTER AT EXISTING
DRIVEWAY LOCATIONS, TYP.
EX. FIRE HYDRANT
EXISTING CURB AND
GUTTER TO REMAIN, TYP.
FIELD LIGHTING
PROPOSED SIDEWALK
EX. FIRE HYDRANT
PROPOSED CURB AND GUTTER
EX. FIRE HYDRANT
EX. CURB AND GUTTER TO REMAIN
PROPOSED SIDEWALK
EX. FIRE HYDRANT
REFUSE AREA
PROPOSED SIDEWALK
09/15/2025
SEPT
10 0023
020 301
12" DIP WATER MAIN
CONNECT TO EX.
SANITARY SEWER
GAS SERVICE
12" DIP WATER MAIN
12" DIP
WATER
MAIN
12" DIP
WATER
MAIN
1.5" WATER
SERVICE
CONNECT TO EX. WATER MAIN
CONNECT TO EX. GAS
MAIN BY PSE
12" WATER MAIN CONNECT TO EX.
SANITARY SEWER
NEW MAINTENANCE
BUILDING, SEE ARCH
CONCESSIONS
BUILDING, SEE ARCH
FIELD LIGHT, TYP.
FF=32.50
FF=35.00
FF=31.50
S T O B I N S T
15.00' WATER EASEMENT
20.00' SANITARY SEWER EASEMENT
N
GRAPHIC SCALE
0 40 80
1" = 40 FEET
20
RENTON HIGH SCHOOL REMODEL
RENTON SCHOOL DISTRICT
RE
N
T
O
N
H
I
G
H
S
C
H
O
O
L
R
E
M
O
D
E
L
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIESKnow what's below.
before you dig.Call
R
DA
T
E
:
Se
p
t
e
m
b
e
r
1
5
,
2
0
2
5
F
I
L
E
N
A
M
E
:
Q:
\
2
0
2
3
\
2
2
3
0
3
8
8
\
1
0
_
C
I
V
\
C
A
D
\
2
2
3
0
3
8
8
-
S
H
-
U
T
I
L
.
d
w
g
UTILITY PLAN C5.01
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C5
.
0
2
MATCH LINE - SEE SHEET C5.03
09/15/2025
SEPT
040054 0 2 03 01
100023040054
DS
DSDS
DS
12" DIP WATER
MAIN
12" DIP WATER MAIN
8" SANITARY SEWER SERVICE
GAS SERVICE
12" DIP WATER MAIN
12" DIP
WATER
MAIN
GAS SERVICE
GAS
METER
SSMH
RIM = 32.XX
IE = 17.65 (E, S, W)
12" DIP WATER MAIN
L
O
G
A
N
A
V
E
S
CONNECTION TO EX. GAS
MAIN BY PSE
CONNECT TO EX. WATER MAIN
FIELD LIGHT, TYP.
FF = 35.33
15.00' WATER EASEMENT
20.00' SANITARY SEWER EASEMENT
N
GRAPHIC SCALE
0 40 80
1" = 40 FEET
20
RENTON HIGH SCHOOL REMODEL
RENTON SCHOOL DISTRICT
RE
N
T
O
N
H
I
G
H
S
C
H
O
O
L
R
E
M
O
D
E
L
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIESKnow what's below.
before you dig.Call
R
DA
T
E
:
Se
p
t
e
m
b
e
r
1
5
,
2
0
2
5
F
I
L
E
N
A
M
E
:
Q:
\
2
0
2
3
\
2
2
3
0
3
8
8
\
1
0
_
C
I
V
\
C
A
D
\
2
2
3
0
3
8
8
-
S
H
-
U
T
I
L
.
d
w
g
UTILITY PLAN C5.02
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C5
.
0
1
MATCH LINE - SEE SHEET C5.04MATCH LINE - SEE SHEET C5.03
09/15/2025
SEPT
DS
DS
SSMH
RIM = 34.93
IE = 26.50 (NE)
IE = 26.33 (S)
IE = 26.23 (W)
SSMH
RIM = 34.92
IE = 27.03 (N)
IE = 27.30 (E)
IE = 27.13 (S)
78 LF 6" PVC @ 8.20%
1" DOMESTIC
WATER
WATER METER
RPBA
54 LF 6" PVC @ 9.00%
IE = 20.62 (E)
SSCO
RIM = 35.26
IE = 27.85
20 LF 6" PVC @ 2.10%
SSMH
RIM = 3X.XX
IE = 23.37 (SE)
IE = 23.27 (NW)
SSMH
RIM = 32.37
IE = 20.96 (SW)
IE = 20.86 (W)
12" DIP
WATER MAIN
12" DIP
WATER
MAIN
PROVIDE 150 LF 24"
STEEL CASING PIPE
AROUND 12" WATER
MAIN
GAS SERVICE
SSMH
RIM = 3X.XX
IE = 24.30 (E, SE)
IE = 24.20 (NW)
94 LF 8" PVC @ 1.00%
SSMH
RIM = 33.63
IE = 29.06 (N)
IE = 29.23 (SE)
IE = 29.23 (S)
57 LF 6" PV
C
@
1
.
1
9
%
SSCO
RIM = 34.30
IE = 29.31 (S)
SSCB
RIM = 34.31
IE = 30.00 (N)32 LF 6" PVC
@ 2.09%
SSCO
RIM = 33.88
IE = 29.90
45 LF 6" PVC @ 2.11%
SSCO
RIM = 35.28
IE = 27.83
SSCO
RIM = 35.45
IE = 30.10
SSCO
RIM = 35.20
IE = 30.95
28 LF 6" PVC @ 3.0%
70 LF 8" PVC @ 1.00%
12" DIP
WATER MAIN
12" DIP
WATER MAIN
FDC
6" DIP
DOMESTIC
WATER
DCDA
PIV
8" DIP FIRE
4" DIP FDC LINE
FF=31.50 FIELD LIGHT, TYP.
15.00' WATER EASEMENT
N
GRAPHIC SCALE
0 40 80
1" = 40 FEET
20
RENTON HIGH SCHOOL REMODEL
RENTON SCHOOL DISTRICT
RE
N
T
O
N
H
I
G
H
S
C
H
O
O
L
R
E
M
O
D
E
L
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIESKnow what's below.
before you dig.Call
R
DA
T
E
:
Se
p
t
e
m
b
e
r
1
5
,
2
0
2
5
F
I
L
E
N
A
M
E
:
Q:
\
2
0
2
3
\
2
2
3
0
3
8
8
\
1
0
_
C
I
V
\
C
A
D
\
2
2
3
0
3
8
8
-
S
H
-
U
T
I
L
.
d
w
g
UTILITY PLAN C5.03
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C5
.
0
4
MATCH LINE - SEE SHEET C5.02MATCH LINE - SEE SHEET C5.01
MATCH LINE - SEE SHEET C5.05
09/15/2025
SEPT
L
O
G
A
N
A
V
E
S
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDSDSDS
DS
FF = 35.33
304 LF 8" PVC
@ 2.7%
30 LF 6" PVC
@ 6.5%
SSCO
RIM = 35.10
IE - 27.90
SSMH
RIM = 35.25
IE = 25.95 (SE,W,E)
IE = 25.77 (N)
SSCO
RIM = 35.10
IE = 29.90 (NW)
SSCO
RIM = 35.10
IE = 29.47 (W)
90 LF 6" PVC @ 2.1%
150 LF 6" PVC @ 2.6%
SSCO
RIM = 34.85
IE = 27.04 (NW)
12" DIP
WATER MAIN
SSCO
RIM = 35.25
IE = 28.94
SSCO
RIM = 34.85
IE = 26.71
FIELD LIGHT, TYP.
FF = 36.00
15.00' WATER EASEMENT
PROPOSED LEGEND:
SANITARY SEWER MANHOLE
SANITARY SEWER CLEANOUT
GATE VALVE MJ
FIRE DEPARTMENT
CONNECTION
FIRE HYDRANT
WATER METER
PIV
SANITARY SEWER LINE
WATER LINE
FIRE SERVICE LINE
IRRIGATION SEVICE LINE
POWER LINE
EXISTING PROPERTY LINE
PROPOSED PROPERTY LINE
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
5
.
2
RENTON HIGH SCHOOL REMODEL
RENTON SCHOOL DISTRICT
RE
N
T
O
N
H
I
G
H
S
C
H
O
O
L
R
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M
O
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E
L
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIESKnow what's below.
before you dig.Call
R
DA
T
E
:
Se
p
t
e
m
b
e
r
1
5
,
2
0
2
5
F
I
L
E
N
A
M
E
:
Q:
\
2
0
2
3
\
2
2
3
0
3
8
8
\
1
0
_
C
I
V
\
C
A
D
\
2
2
3
0
3
8
8
-
S
H
-
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T
I
L
.
d
w
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UTILITY PLAN C5.04
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C5
.
0
3
MATCH LINE - SEE SHEET C5.02
MATCH LINE - SEE SHEET C5.06
09/15/2025
SEPT
DS
SSCO
RIM = 36.45
IE = 32.00
FF = 36.50
FDC
PIV
DCDA
8" DIP FIRE LINE
6" DOMESTIC WATER LINE
FF = 34.75
12" DIP
WATER
MAIN
6" DIP FIRE LINE
RPBA
WATER METER
4" DOMESTIC WATER
GAS
METER
SSCO
RIM = 36.40
IE = 32.10
SSCO
RIM = 34.65
IE = 31.40
240 LF 6" PVC
@ 10.4%
59 LF 6" PVC @ 2.12%
4" FDC LINE
SSCO
RIM = 34.23
IE = 30.85
CONNECT TO
EX. WATER
MAIN
12" DIP
WATER MAIN
CONNECT TO EX.
WATER MAIN
CONNECT TO EX.
WATER MAIN
LOADING DOCK
LOADING DOCK
15.00' WATER EASEMENT
N
GRAPHIC SCALE
0 40 80
1" = 40 FEET
20
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
5
.
2
RENTON HIGH SCHOOL REMODEL
RENTON SCHOOL DISTRICT
RE
N
T
O
N
H
I
G
H
S
C
H
O
O
L
R
E
M
O
D
E
L
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIESKnow what's below.
before you dig.Call
R
DA
T
E
:
Se
p
t
e
m
b
e
r
1
5
,
2
0
2
5
F
I
L
E
N
A
M
E
:
Q:
\
2
0
2
3
\
2
2
3
0
3
8
8
\
1
0
_
C
I
V
\
C
A
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\
2
2
3
0
3
8
8
-
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T
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.
d
w
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UTILITY PLAN C5.05
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C5
.
0
6
MATCH LINE - SEE SHEET C5.03
09/15/2025
SEPT
T
T
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
SSCO
RIM = 36.45
IE = 29.45
26 LF 6" PVC @ 2.10%
SSMH
RIM = 36.XX
IE = 28.90 (NE)
IE = 28.80 (W)
SSCO
RIM = 36.45
IE = 28.80
28 LF 6" PVC @ 2.10%
280 LF 8" PVC @ 0.69%
1.5" DCVA
FF = 36.00
12" DIP
WATER
MAIN
S 2 N D S T
L
O
G
A
N
A
V
E
S
FF = 35.33
N
GRAPHIC SCALE
0 40 80
1" = 40 FEET
20
RENTON HIGH SCHOOL REMODEL
RENTON SCHOOL DISTRICT
RE
N
T
O
N
H
I
G
H
S
C
H
O
O
L
R
E
M
O
D
E
L
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIESKnow what's below.
before you dig.Call
R
DA
T
E
:
Se
p
t
e
m
b
e
r
1
5
,
2
0
2
5
F
I
L
E
N
A
M
E
:
Q:
\
2
0
2
3
\
2
2
3
0
3
8
8
\
1
0
_
C
I
V
\
C
A
D
\
2
2
3
0
3
8
8
-
S
H
-
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T
I
L
.
d
w
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UTILITY PLAN C5.06
MATCH LINE - SEE SHEET C5.04
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C5
.
0
5
09/15/2025
SEPT
S 2 N D S T
L
O
G
A
N
A
V
E
S
L
O
G
A
N
A
V
E
S
S T O B I N S T
S
H
A
T
T
U
C
K
A
V
E
S
L
A
K
E
A
V
E
S
A I R P O R T W A Y
10 0023 040054 0 2 03 01
100023040054020301
N
0 100 200
1" = 100 FEET
GRAPHIC SCALE
500
PROPOSED LEGEND:
SANITARY SEWER MANHOLE
SANITARY SEWER CLEANOUT
STORM DRAINAGE MANHOLE TYPE 1
CATCH BASIN TYPE 1
GATE VALVE MJ
FIRE DEPARTMENT CONNECTION
FIRE HYDRANT
WATER METER
PIV
SANITARY SEWER LINE
STORM DRAINAGE PIPE
WATER LINE
FIRE SERVICE LINE
IRRIGATION SEVICE LINE
POWER LINE
EXISTING PROPERTY LINE
PROPOSED PROPERTY LINE
RENTON HIGH SCHOOL REMODEL
RENTON SCHOOL DISTRICT
RE
N
T
O
N
H
I
G
H
S
C
H
O
O
L
R
E
M
O
D
E
L
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIESKnow what's below.
before you dig.Call
R
DA
T
E
:
Se
p
t
e
m
b
e
r
1
5
,
2
0
2
5
F
I
L
E
N
A
M
E
:
Q:
\
2
0
2
3
\
2
2
3
0
3
8
8
\
1
0
_
C
I
V
\
C
A
D
\
2
2
3
0
3
8
8
-
S
H
-
S
U
R
F
.
d
w
g
OVERALL SURFACING PLAN C6.00
C6.05 C6.06
C6.09 C6.10
C6.12 C6.13
C6.08C6.07
C6.03
C6.04
C6.01 C6.02
C6.11
LEGEND:
EXISTING PROPOSED
STANDARD DUTY
CONCRETE
HEAVY DUTY CONCRETE
STANDARD DUTY
ASPHALT
HEAVY DUTY ASPHALT
09/15/2025
SEPT
SYNTHETIC TURF,
SEE LANDSCAPE
ARCHITECTURE PLANS
20.0'
20.0'
24.0'
6.00'
9.00'
IC
NC
VC
VC
VC
V
C
IC
X
VC
VC
VC
VC
X
IC
X
EX. BILLBOARD
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C6
.
0
2
RENTON HIGH SCHOOL REMODEL
RENTON SCHOOL DISTRICT
RE
N
T
O
N
H
I
G
H
S
C
H
O
O
L
R
E
M
O
D
E
L
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIESKnow what's below.
before you dig.Call
R
DA
T
E
:
Se
p
t
e
m
b
e
r
1
5
,
2
0
2
5
F
I
L
E
N
A
M
E
:
Q:
\
2
0
2
3
\
2
2
3
0
3
8
8
\
1
0
_
C
I
V
\
C
A
D
\
2
2
3
0
3
8
8
-
S
H
-
S
U
R
F
.
d
w
g
SURFACING PLAN C6.01
MATCH LINE - SEE SHEET C6.05
N
GRAPHIC SCALE
0 20 40
1" = 20 FEET
10
09/15/2025
SEPT
L
O
G
A
N
A
V
E
S
SYNTHETIC TURF,
SEE LANDSCAPE
ARCHITECTURE PLANS
RENTON HIGH SCHOOL REMODEL
RENTON SCHOOL DISTRICT
RE
N
T
O
N
H
I
G
H
S
C
H
O
O
L
R
E
M
O
D
E
L
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIESKnow what's below.
before you dig.Call
R
DA
T
E
:
Se
p
t
e
m
b
e
r
1
5
,
2
0
2
5
F
I
L
E
N
A
M
E
:
Q:
\
2
0
2
3
\
2
2
3
0
3
8
8
\
1
0
_
C
I
V
\
C
A
D
\
2
2
3
0
3
8
8
-
S
H
-
S
U
R
F
.
d
w
g
SURFACING PLAN C6.02
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C6
.
0
1
MATCH LINE - SEE SHEET C6.06
N
GRAPHIC SCALE
0 20 40
1" = 20 FEET
10
09/15/2025
SEPT
N
GRAPHIC SCALE
0 20 40
1" = 20 FEET
10
RENTON HIGH SCHOOL REMODEL
RENTON SCHOOL DISTRICT
RE
N
T
O
N
H
I
G
H
S
C
H
O
O
L
R
E
M
O
D
E
L
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIESKnow what's below.
before you dig.Call
R
DA
T
E
:
Se
p
t
e
m
b
e
r
1
5
,
2
0
2
5
F
I
L
E
N
A
M
E
:
Q:
\
2
0
2
3
\
2
2
3
0
3
8
8
\
1
0
_
C
I
V
\
C
A
D
\
2
2
3
0
3
8
8
-
S
H
-
S
U
R
F
.
d
w
g
SURFACING 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 C6.07
09/15/2025
SEPT
S T O B I N S T
RENTON HIGH SCHOOL REMODEL
RENTON SCHOOL DISTRICT
RE
N
T
O
N
H
I
G
H
S
C
H
O
O
L
R
E
M
O
D
E
L
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIESKnow what's below.
before you dig.Call
R
DA
T
E
:
Se
p
t
e
m
b
e
r
1
5
,
2
0
2
5
F
I
L
E
N
A
M
E
:
Q:
\
2
0
2
3
\
2
2
3
0
3
8
8
\
1
0
_
C
I
V
\
C
A
D
\
2
2
3
0
3
8
8
-
S
H
-
S
U
R
F
.
d
w
g
SURFACING 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
MATCH LINE - SEE SHEET C6.08
09/15/2025
SEPT
10 0023 040054
0 40054020301
NEW
BUILDING
20.00'26.00'9.00'
7.50'
35.00'
9.00'
5.00'
24.00'
5.50'
6.00'
5.47'
9.00'
20.00'
26.00'
20.00'
SYNTHETIC TURF,
SEE LANDSCAPE
ARCHITECTURE PLANS
VC
VC
VC VC
VC
IC
IC
X
IC
VC
X
X X
VC
IC
VC
X
RENTON HIGH SCHOOL REMODEL
RENTON SCHOOL DISTRICT
RE
N
T
O
N
H
I
G
H
S
C
H
O
O
L
R
E
M
O
D
E
L
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIESKnow what's below.
before you dig.Call
R
DA
T
E
:
Se
p
t
e
m
b
e
r
1
5
,
2
0
2
5
F
I
L
E
N
A
M
E
:
Q:
\
2
0
2
3
\
2
2
3
0
3
8
8
\
1
0
_
C
I
V
\
C
A
D
\
2
2
3
0
3
8
8
-
S
H
-
S
U
R
F
.
d
w
g
SURFACING 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
C4
.
0
4
MATCH LINE - SEE SHEET C4.01
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C4
.
0
6
MATCH LINE - SEE SHEET C4.09
09/15/2025
SEPT
0 2 03 01
1000234
SYNTHETIC TURF,
SEE LANDSCAPE
ARCHITECTURE PLANS
9.00'
20.00'
26.00'
9.00'
26.00'
26.00'
IC
IC
IC IC
VC
X X X
X VC
VC
RENTON HIGH SCHOOL REMODEL
RENTON SCHOOL DISTRICT
RE
N
T
O
N
H
I
G
H
S
C
H
O
O
L
R
E
M
O
D
E
L
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIESKnow what's below.
before you dig.Call
R
DA
T
E
:
Se
p
t
e
m
b
e
r
1
5
,
2
0
2
5
F
I
L
E
N
A
M
E
:
Q:
\
2
0
2
3
\
2
2
3
0
3
8
8
\
1
0
_
C
I
V
\
C
A
D
\
2
2
3
0
3
8
8
-
S
H
-
S
U
R
F
.
d
w
g
SURFACING PLAN C6.06
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
5
MATCH LINE - SEE SHEET C6.02
MATCH LINE - SEE SHEET C6.10
SYNTHETIC TURF,
SEE LANDSCAPE
ARCHITECTURE PLANS
09/15/2025
SEPT
L
A
K
E
A
V
E
S
23.50'
5.50'
10.50'
12.41'
9.00'
20.00'
RENTON HIGH SCHOOL REMODEL
RENTON SCHOOL DISTRICT
RE
N
T
O
N
H
I
G
H
S
C
H
O
O
L
R
E
M
O
D
E
L
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIESKnow what's below.
before you dig.Call
R
DA
T
E
:
Se
p
t
e
m
b
e
r
1
5
,
2
0
2
5
F
I
L
E
N
A
M
E
:
Q:
\
2
0
2
3
\
2
2
3
0
3
8
8
\
1
0
_
C
I
V
\
C
A
D
\
2
2
3
0
3
8
8
-
S
H
-
S
U
R
F
.
d
w
g
SURFACING PLAN C6.07
N
GRAPHIC SCALE
0 20 40
1" = 20 FEET
10
MATCH LINE - SEE SHEET C6.03
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C6
.
0
8
MATCH LINE - SEE SHEET C4.11
09/15/2025
SEPT
9.00'
20.00'
10.50'
9.00'
RENTON HIGH SCHOOL REMODEL
RENTON SCHOOL DISTRICT
RE
N
T
O
N
H
I
G
H
S
C
H
O
O
L
R
E
M
O
D
E
L
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIESKnow what's below.
before you dig.Call
R
DA
T
E
:
Se
p
t
e
m
b
e
r
1
5
,
2
0
2
5
F
I
L
E
N
A
M
E
:
Q:
\
2
0
2
3
\
2
2
3
0
3
8
8
\
1
0
_
C
I
V
\
C
A
D
\
2
2
3
0
3
8
8
-
S
H
-
S
U
R
F
.
d
w
g
SURFACING PLAN C6.08
N
GRAPHIC SCALE
0 20 40
1" = 20 FEET
10
MA
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MATCH LINE - SEE SHEET C6.04
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MATCH LINE - SEE SHEET C4.11
09/15/2025
SEPT
BUILDING
FF 31.50'
10.00'
12.50'
20.00'
24.00'
20.00'
9.00'
9.00'9.00'
9.00'
20.00'
24.00'
20.00'
9.00'
9.00'
16.44'
24.00'
20.00'
24.00'
20.00'
9.00'
9.00'
20.00'
24.00'
20.00'
9.00'
9.00'
20.00'
24.00'
20.00'
9.00'
9.00'
9.00'
9.00'
9.00'
13.00'
9.00'
9.00'
6.50'
26.00'
20.00'
24.00'
9.00'13.00'
7.00'
7.00'
6.50'
25.00'
10.00'
8.00'
15.00'
5.50'
10.50'
9.00'
10.50'
20.00'
9.00'
5.50'
9.00'
9.00'
20.00'
26.00'
13.00'
26.00'
RENTON HIGH SCHOOL REMODEL
RENTON SCHOOL DISTRICT
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2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIESKnow what's below.
before you dig.Call
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SURFACING PLAN C6.09
N
GRAPHIC SCALE
0 20 40
1" = 20 FEET
10
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MATCH LINE - SEE SHEET C6.05
MATCH LINE - SEE SHEET C4.06
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09/15/2025
SEPT
RENTON HIGH SCHOOL
REPLACEMENT
FF 35.17'
RENTON HIGH
SCHOOL
REPLACEMENT
FF 35.17'
26.00'
RENTON HIGH SCHOOL REMODEL
RENTON SCHOOL DISTRICT
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2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIESKnow what's below.
before you dig.Call
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SURFACING PLAN C6.10
N
GRAPHIC SCALE
0 20 40
1" = 20 FEET
10
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MATCH LINE - SEE SHEET C6.06
MATCH LINE - SEE SHEET C4.13
09/15/2025
SEPT
26.00'20.00'20.00'
6.00'
20.00'24.00'20.00'
6.00'
20.00'24.00'20.00'
6.00'
20.00'24.00'20.00'
6.00'
20.00'24.00'20.00'
6.00'
20.00'24.00'20.00'
6.00'
20.00'24.00'
24.00'
20.00'
9.00'
9.00'
20.00'
24.00'
9.00'
9.00'9.00'
9.00'
9.00'
9.00'
9.00'9.00'
9.00'
9.00'
9.00'
9.00'
9.00'
9.00'
9.00'
9.00'
9.00'
9.00'
9.00'
24.00'
7.00'
10.00'
26.00'
10.00'14.50'
RENTON HIGH SCHOOL REMODEL
RENTON SCHOOL DISTRICT
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2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIESKnow what's below.
before you dig.Call
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SURFACING PLAN C6.11
N
GRAPHIC SCALE
0 20 40
1" = 20 FEET
10
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C6
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1
2
MATCH LINE - SEE SHEET C6.08MATCH LINE - SEE SHEET C6.07
09/15/2025
SEPT
S 2 N D S T
EXISTING
1930s BUILDING
FF 34.75'
EXISTING
IPAC
BUILDING
FF 36.50'
9.00'
20.00'26.00'8.50'
8.50'
10.00'
9.00'
10.00'
24.00'
20.00'
24.00'
8.50'
24.00'
20.00'
5.00'
24.00'
8.50'
9.50'
5.00'
6.50'
24.00'
9.00'
RENTON HIGH SCHOOL REMODEL
RENTON SCHOOL DISTRICT
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2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIESKnow what's below.
before you dig.Call
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SURFACING PLAN C6.12
N
GRAPHIC SCALE
0 20 40
1" = 20 FEET
10
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MATCH LINE - SEE SHEET C6.09
MA
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C6
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09/15/2025
SEPT
RENTON HIGH SCHOOL
REPLACEMENT
FF 36.50'
8.50'
24.00'
16.00'
24.00'
RENTON HIGH SCHOOL REMODEL
RENTON SCHOOL DISTRICT
RE
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2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIESKnow what's below.
before you dig.Call
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DA
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:
Se
p
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SURFACING PLAN C6.13
N
GRAPHIC SCALE
0 20 40
1" = 20 FEET
10
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C6
.
1
2
MATCH LINE - SEE SHEET C6.10
09/15/2025
SEPT
RENTON HIGH SCHOOL REMODEL
RENTON SCHOOL DISTRICT
RE
N
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H
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2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIESKnow what's below.
before you dig.Call
R
DA
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MI
N
.
16
"
M
A
X
.
12" OUTLET PIPE
PIPE SUPPORT(S): 3" X .090"
2'
-
6
"
M
I
N
.
6"
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
ELEV.= ____
MIN.
4"
M
I
N
.
INLET PIPE
IE= ____
IE= ____
MANHOLE TYPE 2
PLAN
6"
MAX.
NOTES:
1'-0"
2'
-
0
"
M
I
N
.
CLEANOUT GATE:
SHEAR GATE.
SEE DETAIL 3
THIS SHEET.
OVERFLOW
ELEV.= ____
RESTRICTOR PLATE
ORIFICE #1= ____ Ø
ELEV.= ____
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, WITH AN 12"
MIN. DIAM.
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.MULTI-ORIFICE ELBOWS MAY BE LOCATED AS SHOWN OR ALL ON
ONE SIDE OF RISER TO ASSURE LADDER CLEARANCE.
11.ACCESS OPENING SHALL BE CLEARLY MARKED WITH CONFINED
SPACE WARNING IN ACCORDANCE WITH OSHA AND L&I
REQUIREMENTS.
ORIFICE #2= ____ Ø
6"ELBOW DETAIL
NOT TO SCALE
ORIFICE #2= ____"Ø
ELEV.= ____
RIM ELEV.= ____
RISER
12"
24
"
Ø
I
N
12" OUT
2' MIN.
2"Ø AIR VENT
IE= ____
EXTEND TO LANDSCAPE
AREA FINISHED GRADE.
3.0'
EL=____
CC
18
"
CO
V
E
R
MI
N
I
.
EL=____
CROWN AT
TYP
NOTES:
1.REFER TO DETAIL 5, THIS SHEET, 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.
DD
6"
MI
N
.
SEE NOTE 5
LE
V
E
L
L
I
N
E
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.
2"Ø AIR VENT CONNECT TO
CONTROL MANHOLE
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' DEAD
STORAGE
(TYP.)
REMOVABLE
WATER- TIGHT
COUPLING
MAX.
W.S.
A
B
C
D
E
F
G
H
I
D
C
AA
BB
ACCESS RISER PER
C6.3
8" CPEP
IE: 32.81 TYP.
OR
3
6
"
Ø
I
N
1 NOT TO SCALE
CONTROL STRUCTURE
2 NOT TO SCALE
SHEAR GATE
3 NOT TO SCALE
DETENTION PIPE SECTION
NOTES AND DETAILS C7.01
09/15/2025
SEPT
RENTON HIGH SCHOOL REMODEL
RENTON SCHOOL DISTRICT
RE
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M
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2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIESKnow what's below.
before you dig.Call
R
DA
T
E
:
Se
p
t
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m
b
e
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4
,
2
0
2
5
F
I
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ROOF DOWNSPOUT
SEE ARCHITECTURAL DETAILS.
4"FINISH GRADE
8" PVC
SCH 40 TYP.
2" MIN.
6" PVC CAP
CUT HOLE TO ALLOW
DOWNSPOUT TO
PENETRATE WITH
1/8" CLEARANCE.
FOOTING SUBDRAIN
1.00%
MIN.
8" PVC
CLEANOUT2
C7.2
SURFACE SEAL; NATIVE SOIL OR OTHER LOW
PERMEABILITY MATERIAL.
GRAVEL BACKFILL FOR DRAINS; WSDOT
STANDARD SPECIFICATIONS, SECTION
9-03.12(4),
FOUNDATION STRUCTURE
DRAIN PIPE; PERFORATED OR SLOTTED RIGID
PVC PIPE LAID WITH PERFORATIONS OR
SLOTS FACING DOWN; TIGHT JOINTED; WITH A
POSITIVE GRADIENT. DO NOT USE FLEXIBLE
CORRUGATED PLASTIC PIPE. DO NOT TIE
BUILDING DOWNSPOUT DRAINS INTO FOOTING
LINE.
GEOTEXTILE FABRIC
6" MINIMUM DIA, 12"
MIN BELOW BASE OF
INTERIOR SLAB PE
R
F
O
U
N
D
A
T
I
O
N
D
E
T
A
I
L
S
FOUNDATION DESIGN
PER LANDSCAPE AND
STRUCTURAL PLANS AND
DETAILS
2" MIN
4" MAX
18" MIN
2" MIN
PROVIDE
FITTINGS AS
REQUIRED.BUILDING
FOUNDATION SEE
STRUCTURAL
DETAILS
WALL, SEE
STRUCTURAL DETAILS.
WASHED PEA
GRAVEL
PROPOSED
ROOF DRAIN
GEOTEXTILE
FABRIC
3'
-
0
"
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
R
.
CL
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
2 NOT TO SCALE
STORM DRAIN CLEANOUT 3 NOT TO SCALE
DOWNSPOUT CONNECTION 4 NOT TO SCALE
FOOTING DRAIN
NOTES AND DETAILS C7.02
09/15/2025
SEPT
RENTON HIGH SCHOOL REMODEL
RENTON SCHOOL DISTRICT
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2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIESKnow what's below.
before you dig.Call
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NOTES AND DETAILS C7.03
"ZURN Z-886" TRENCH DRAIN
OR APPROVED EQUAL.
TRENCH DRAIN AND GRATE
SHALL BE RATED FOR HS-20
LOADING.
6"Ø PVC PIPE, TO CATCH
BASIN
1.2'
4"4"
3000 PSI
CONCRETEDE
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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.
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
09/15/2025
SEPT
RENTON HIGH SCHOOL REMODEL
RENTON SCHOOL DISTRICT
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2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIESKnow what's below.
before you dig.Call
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NOTES AND DETAILS C7.04
09/15/2025
SEPT
RENTON HIGH SCHOOL REMODEL
RENTON SCHOOL DISTRICT
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2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIESKnow what's below.
before you dig.Call
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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
09/15/2025
SEPT
40+00
41+00
42+00
43+00
44+00
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L
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIESKnow what's below.
before you dig.Call
R
DA
T
E
:
Se
p
t
e
m
b
e
r
5
,
2
0
2
5
F
I
L
E
N
A
M
E
:
Q:
\
2
0
2
3
\
2
2
3
0
3
8
8
\
1
0
_
C
I
V
\
C
A
D
\
2
2
3
0
3
8
8
-
S
H
-
R
O
A
D
.
d
w
g
AIRPORT WAY
IMPROVEMENTS C8.01
N
GRAPHIC SCALE
0 20 40
1" = 20 FEET
10
1
C8.10
MATCH LINE - SEE SHEET C8.04
09/15/2025
SEPT
RE-SET CATCH BASIN
RIMS, TYP
45+00
46+00
47+00
48+00
49+00
33
+
0
0
34
+
0
0
PI: 33+35.57
A I R P O R T W A Y
L
O
G
A
N
A
V
E
S
34
34
3
3
RENTON HIGH SCHOOL REMODEL
RENTON SCHOOL DISTRICT
RE
N
T
O
N
H
I
G
H
S
C
H
O
O
L
R
E
M
O
D
E
L
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIESKnow what's below.
before you dig.Call
R
DA
T
E
:
Se
p
t
e
m
b
e
r
5
,
2
0
2
5
F
I
L
E
N
A
M
E
:
Q:
\
2
0
2
3
\
2
2
3
0
3
8
8
\
1
0
_
C
I
V
\
C
A
D
\
2
2
3
0
3
8
8
-
S
H
-
R
O
A
D
.
d
w
g
AIRPORT WAY
IMPROVEMENTS C8.02
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
C8
.
0
1
MATCH LINE - SEE SHEET C8.09
2
C8.10
1
C8.10
09/15/2025
SEPT
32
31
32
104+00 105+00 106+00 107+00 108+00
50
+
0
0
S T O B I N S T
3
1
31
30
30
STORMWATER
TREATMENT
DEVICE
(PUBLIC)
26
28
30
32
34
26
28
30
32
34
103+75
FG
2
9
.
4
3
104+00
FG
2
9
.
5
1
FG
2
9
.
6
1
104+50
FG
2
9
.
6
1
FG
2
9
.
7
0
105+00
FG
2
9
.
7
0
FG
2
9
.
8
4
105+50
FG
2
9
.
9
4
FG
3
0
.
0
2
106+00
FG
3
0
.
1
0
FG
3
0
.
1
4
106+50
FG
3
0
.
1
6
FG
3
0
.
2
3
107+00
FG
3
0
.
2
8
FG
3
0
.
3
3
107+50
FG
3
0
.
3
5
FG
3
0
.
3
4
108+00
FG
3
0
.
4
4
VERTICAL SCALE: 1"=2'
EXISTING GRADE ELEVATION
@ CENTERLINE
EXISTING GRADE
@ CENTERLINE
RENTON HIGH SCHOOL REMODEL
RENTON SCHOOL DISTRICT
RE
N
T
O
N
H
I
G
H
S
C
H
O
O
L
R
E
M
O
D
E
L
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIESKnow what's below.
before you dig.Call
R
DA
T
E
:
Se
p
t
e
m
b
e
r
5
,
2
0
2
5
F
I
L
E
N
A
M
E
:
Q:
\
2
0
2
3
\
2
2
3
0
3
8
8
\
1
0
_
C
I
V
\
C
A
D
\
2
2
3
0
3
8
8
-
S
H
-
R
O
A
D
.
d
w
g
S TOBIN ST
IMPROVEMENTS C8.03
GRAPHIC SCALE
0 20 40
1" = 20 FEET
10
N
4
C8.11
MATCH LINE - SEE SHEET C8.04
09/15/2025
SEPT
3
1
40
+
0
0
PI: 39+96.76
PI: 40+00.00
10
7
+
0
0
10
8
+
0
0
50+00 51+00 52+00 53+00 54+00S H A T TU C K A V E S
S H A T TU C K A V E S
32
31 3
1 31 32
3
2
30 31
ST
O
R
M
W
A
T
E
R
TR
E
A
T
M
E
N
T
DE
V
I
C
E
28
30
32
34
28
30
32
34
49+75
FG
50+00
FG
3
0
.
3
3
FG
2
9
.
9
1
50+50
FG
2
9
.
7
8
FG
2
9
.
9
0
51+00
FG
3
0
.
0
5
FG
3
0
.
2
5
51+50
FG
3
0
.
4
4
FG
3
0
.
6
4
52+00
FG
3
0
.
8
0
FG
3
0
.
9
3
52+50
FG
3
1
.
1
0
FG
3
1
.
3
2
53+00
FG
3
1
.
5
1
FG
3
1
.
6
4
53+50
FG
3
1
.
8
0
FG
3
1
.
6
3
54+00
FG FG
54+50
FG
VERTICAL SCALE: 1"=2'
EXISTING GRADE ELEVATION
@ CENTERLINE
EXISTING GRADE
@ CENTERLINE
FINISHED GRADE @
EAST FLOWLINE
RENTON HIGH SCHOOL REMODEL
RENTON SCHOOL DISTRICT
RE
N
T
O
N
H
I
G
H
S
C
H
O
O
L
R
E
M
O
D
E
L
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIESKnow what's below.
before you dig.Call
R
DA
T
E
:
Se
p
t
e
m
b
e
r
5
,
2
0
2
5
F
I
L
E
N
A
M
E
:
Q:
\
2
0
2
3
\
2
2
3
0
3
8
8
\
1
0
_
C
I
V
\
C
A
D
\
2
2
3
0
3
8
8
-
S
H
-
R
O
A
D
.
d
w
g
SHATTUCK AVE S
IMPROVEMENTS C8.04
GRAPHIC SCALE
0 20 40
1" = 20 FEET
10
N
3
C8.11
MATCH LINE - SEE SHEET C8.03
MATCH LINE - SEE SHEET C8.01
09/15/2025
SEPT
T
FI
R
E
L
A
N
E
-
N
O
P
A
R
K
I
N
G
FI
R
E
L
A
N
E
-
N
O
P
A
R
K
I
N
G
28
60+00 61+00 62+00 63+00 64+00
PI
:
6
0
+
0
0
.
0
0
1+
0
0
PI: 1+00.00 L A K E A V E S
30
2
8 28 2829
RENTON HIGH SCHOOL REMODEL
RENTON SCHOOL DISTRICT
RE
N
T
O
N
H
I
G
H
S
C
H
O
O
L
R
E
M
O
D
E
L
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIESKnow what's below.
before you dig.Call
R
DA
T
E
:
Se
p
t
e
m
b
e
r
5
,
2
0
2
5
F
I
L
E
N
A
M
E
:
Q:
\
2
0
2
3
\
2
2
3
0
3
8
8
\
1
0
_
C
I
V
\
C
A
D
\
2
2
3
0
3
8
8
-
S
H
-
R
O
A
D
.
d
w
g
LAKE AVE S
IMPROVEMENTS C8.05
GRAPHIC SCALE
0 20 40
1" = 20 FEET
10
N
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C8
.
0
6
2
C8.11
1
C8.11
09/15/2025
SEPT
T
64+00 65+00 66+00
PC
:
6
6
+
0
0
.
6
0
PT
:
6
6
+
2
6
.
7
5
28
28
28
29
STORMWATER
TREATMENT
DEVICE
(PUBLIC)
RENTON HIGH SCHOOL REMODEL
RENTON SCHOOL DISTRICT
RE
N
T
O
N
H
I
G
H
S
C
H
O
O
L
R
E
M
O
D
E
L
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIESKnow what's below.
before you dig.Call
R
DA
T
E
:
Se
p
t
e
m
b
e
r
5
,
2
0
2
5
F
I
L
E
N
A
M
E
:
Q:
\
2
0
2
3
\
2
2
3
0
3
8
8
\
1
0
_
C
I
V
\
C
A
D
\
2
2
3
0
3
8
8
-
S
H
-
R
O
A
D
.
d
w
g
LAKE AVE S
IMPROVEMENTS C8.06
GRAPHIC SCALE
0 20 40
1" = 20 FEET
10
N
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C8
.
0
5
1
C8.11
09/15/2025
SEPT
DSDSDSDS
20+00 21+00 22+00 23+00 24+00
PI
:
2
0
+
0
0
.
0
0
17
+
0
0
PI: 16+82.39
L O G A N A V E S
36
36
30
32
34
36
38
40
19+50
FG FG
20+00
FG
FG
3
6
.
3
4
20+50
FG
3
6
.
5
0
FG
3
6
.
3
3
21+00
FG
3
6
.
2
0
FG
3
6
.
3
3
21+50
FG
3
6
.
0
9
FG
3
5
.
9
7
22+00
FG
3
5
.
8
4
FG
3
5
.
7
2
22+50
FG
3
5
.
5
9
FG
3
5
.
5
5
23+00
FG
3
5
.
6
1
FG
3
5
.
3
9
23+50
FG
3
5
.
1
6
FG
3
5
.
2
3
24+00
FG
3
5
.
3
6
VERTICAL SCALE: 1"=2'
EXISTING GRADE ELEVATION
@ CENTERLINE
EXISTING GRADE
@ CENTERLINE
FINISHED GRADE @
WEST FLOWLINE
RENTON HIGH SCHOOL REMODEL
RENTON SCHOOL DISTRICT
RE
N
T
O
N
H
I
G
H
S
C
H
O
O
L
R
E
M
O
D
E
L
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIESKnow what's below.
before you dig.Call
R
DA
T
E
:
Se
p
t
e
m
b
e
r
5
,
2
0
2
5
F
I
L
E
N
A
M
E
:
Q:
\
2
0
2
3
\
2
2
3
0
3
8
8
\
1
0
_
C
I
V
\
C
A
D
\
2
2
3
0
3
8
8
-
S
H
-
R
O
A
D
.
d
w
g
LOGAN AVE S
IMPROVEMENTS C8.07
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
C8
.
0
8
N
3
C8.10
09/15/2025
SEPT
DS
DS
DS
DS
DS
DS
24+00
25+00
26+00
27+00 28+00
PC
:
2
4
+
0
7
.
1
8
P
T
:
2
4
+
5
6
.
5
7
P
C
:
2
5
+
8
5
.
0
3
PT
:
2
6
+
3
5
.
0
2
L O G A N A V E S
35
34
36 36
35
34
30
32
34
36
38
40
30
32
34
36
38
40
24+00
FG
3
5
.
3
6
FG
3
5
.
5
4
24+50
FG
3
5
.
1
3
FG
3
5
.
0
1
25+00
FG
3
4
.
8
8
FG
3
4
.
7
3
25+50
FG
3
4
.
5
3
FG
3
4
.
3
3
26+00
FG
3
4
.
1
6
FG
3
4
.
1
9
26+50
FG
3
4
.
1
7
FG
3
4
.
0
4
27+00
FG
3
3
.
9
2
FG
3
3
.
8
3
27+50
FG
3
3
.
6
8
FG
3
3
.
5
5
28+00
FG
3
3
.
4
3
FG
3
3
.
3
0
28+50
FG
3
3
.
1
8
VERTICAL SCALE: 1"=2'
EXISTING GRADE ELEVATION
@ CENTERLINE
EXISTING GRADE
@ CENTERLINE
FINISHED GRADE @
WEST FLOWLINE
RENTON HIGH SCHOOL REMODEL
RENTON SCHOOL DISTRICT
RE
N
T
O
N
H
I
G
H
S
C
H
O
O
L
R
E
M
O
D
E
L
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIESKnow what's below.
before you dig.Call
R
DA
T
E
:
Se
p
t
e
m
b
e
r
5
,
2
0
2
5
F
I
L
E
N
A
M
E
:
Q:
\
2
0
2
3
\
2
2
3
0
3
8
8
\
1
0
_
C
I
V
\
C
A
D
\
2
2
3
0
3
8
8
-
S
H
-
R
O
A
D
.
d
w
g
LOGAN AVE S
IMPROVEMENTS C8.08
GRAPHIC SCALE
0 20 40
1" = 20 FEET
10
N
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C8
.
0
9
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C8
.
0
7
3
C8.10
09/15/2025
SEPT
STORMWATER
TREATMENT
DEVICE
(PUBLIC)
34
48
+
0
0
49
+
0
0
29+00 30+00 31+00 32+00 33+00
PI
:
2
9
+
1
5
.
1
3
PI
:
3
3
+
3
5
.
5
7
L O G A N A V E S
L O G A N A V E S
3
434
3
3 33
33
33
STORMWATER
TREATMENT
DEVICE
(PUBLIC)
30
32
34
36
38
40
30
32
34
36
38
40
28+50
FG
3
3
.
1
8
FG
3
3
.
3
3
29+00
FG
3
3
.
2
1
FG
3
3
.
5
9
29+50
FG
3
3
.
2
8
FG
3
3
.
1
7
30+00
FG
3
3
.
0
5
FG
3
2
.
9
2
30+50
FG
3
2
.
8
0
FG
3
2
.
9
0
31+00
FG
3
3
.
0
2
FG
3
3
.
1
5
31+50
FG
3
2
.
9
8
FG
3
2
.
8
6
32+00
FG
3
2
.
7
3
FG
3
2
.
6
1
32+50
FG
3
2
.
6
0
FG
3
2
.
9
1
33+00
FG
3
3
.
1
0
FG
33+50
FG
VERTICAL SCALE: 1"=2'
EXISTING GRADE ELEVATION
@ CENTERLINE
EXISTING GRADE
@ CENTERLINE
FINISHED GRADE @
WEST FLOWLINE
RENTON HIGH SCHOOL REMODEL
RENTON SCHOOL DISTRICT
RE
N
T
O
N
H
I
G
H
S
C
H
O
O
L
R
E
M
O
D
E
L
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIESKnow what's below.
before you dig.Call
R
DA
T
E
:
Se
p
t
e
m
b
e
r
5
,
2
0
2
5
F
I
L
E
N
A
M
E
:
Q:
\
2
0
2
3
\
2
2
3
0
3
8
8
\
1
0
_
C
I
V
\
C
A
D
\
2
2
3
0
3
8
8
-
S
H
-
R
O
A
D
.
d
w
g
LOGAN AVE S
IMPROVEMENTS C8.09
GRAPHIC SCALE
0 20 40
1" = 20 FEET
10
N
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C8
.
0
8
3
C8.10
MATCH LINE - SEE SHEET C8.02
09/15/2025
SEPT
RENTON HIGH SCHOOL REMODEL
RENTON SCHOOL DISTRICT
RE
N
T
O
N
H
I
G
H
S
C
H
O
O
L
R
E
M
O
D
E
L
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIESKnow what's below.
before you dig.Call
R
DA
T
E
:
Se
p
t
e
m
b
e
r
4
,
2
0
2
5
F
I
L
E
N
A
M
E
:
Q:
\
2
0
2
3
\
2
2
3
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ROADWAY SECTIONS C8.10
ROW
AFTER DEDICATION
1.5%
34.0'8.0'±2.0'
PLANTING STRIP CEMENT CONCRETE
SIDEWALK PER CITY OF
RENTON STANDARD
DETAILS
2.0%
2.0%
EXISTING
CONCRETE CURB
AND GUTTER
EXISTING PAVEMENT
1 NOT TO SCALE (PER RMC 4-6-060, SECTION MODIFIED PER 5/23/2024 PRE-APPLICATION MEETING MINUTES)
AIRPORT WAY STA 40+00 TO 46+00
8.0'
OPEN
SPACE
ROW
CENTERLINE
ROW AFTER
DEDICATION
2.0%
1.5%
12.0'
CEMENT CONCRETE SIDEWALK PER CITY
OF RENTON STANDARD DETAILS
2.0%
14.0'
CONCRETE CURB
AND GUTTER
ASPHALT CONCRETE
PAVEMENT EXISTING PAVEMENT
SAWCUT
49.5'
ROW
CENTERLINE
3 NOT TO SCALE (PER RMC 4-6-060, DEDICATION INCREASED FROM 45.5' TO 49.5' FOR BUS DROPOFF LANE)
LOGAN AVENUE SOUTH
30.0'19.5'
CURRENT ROW
2.0'
CLEAR SPACE 35.0'
27.0' PAVED HALF-STREET
ROAD WIDTH
8.0' BUS PARKING
12.5'
DEDICATION40.0'
CURRENT ROW
ROW
AFTER DEDICATION
1.5%
34.0'15.0'2.0'
PLANTING STRIP CEMENT CONCRETE
SIDEWALK PER CITY OF
RENTON STANDARD
DETAILS
2.0%
2.0%
EXISTING
CONCRETE CURB
AND GUTTER
EXISTING PAVEMENT
2 NOT TO SCALE (PER RMC 4-6-060, SECTION MODIFIED PER 5/23/2024 PRE-APPLICATION MEETING MINUTES)
AIRPORT WAY STA 46+00 TO 48+50
8.0'
OPEN
SPACE
ROW
CENTERLINE
40.0'
CURRENT ROW
19.5'
DEDICATION
PROPOSED STREET
TREE PER RENTON
CITY STANDARD
EXISTING STREET
TREE TO REMAIN
PROPOSED STREET
TREE IN TREE
GRATE PER
RENTON CITY
STANDARD
09/15/2025
SEPT
RENTON HIGH SCHOOL REMODEL
RENTON SCHOOL DISTRICT
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2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
T A C O M A SEATTLE SPOKANE TRI-CITIESKnow what's below.
before you dig.Call
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ROADWAY SECTIONS C8.11
ROW AFTER
DEDICATION
1.5%
16.0'8.0'5.0'
0.5'
CLEAR
SPACEPLANTING STRIP CEMENT CONCRETE
SIDEWALK PER CITY
OF RENTON
STANDARD DETAILS
2.0%
2.0%
0.5'
SAWCUT VARIES
CONCRETE CURB
AND GUTTER
ASPHALT CONCRETE
PAVEMENT
EXISTING PAVEMENT
3 NOT TO SCALE (PER RMC 4-6-060)
SHATTUCK AVENUE SOUTH
ROW
AFTER DEDICATION
1.5%
± 22.0'8.0'±
PLANTING STRIP CEMENT CONCRETE
SIDEWALK PER CITY OF
RENTON STANDARD
DETAILS
2.0%
2.0%
EXISTING
CONCRETE CURB
AND GUTTER
EXISTING PAVEMENT
4 NOT TO SCALE (PER RMC 4-6-060, DEDICATION NECESSARY FOR SIDEWALK IMPROVEMENTS)
SOUTH TOBIN STREET
5.0'
ROW
CENTERLINE
36.0'
30.0'
CURRENT ROW
ROW
AFTER DEDICATION
1.5%
8.0'
PLANTING STRIP CEMENT CONCRETE
SIDEWALK PER CITY OF
RENTON STANDARD
DETAILS
2.0%
2.0%
EXISTING
CONCRETE CURB
AND GUTTER
EXISTING PAVEMENT
1 NOT TO SCALE (PER RMC 4-6-060, DEDICATION NECESSARY FOR SIDEWALK IMPROVEMENTS)
LAKE AVENUE SOUTH STA 62+85 TO 66+10
5.0'
ROW
CENTERLINE
37.0'
30.0'
CURRENT ROW
ROW
1.5%
± 22.0'
CEMENT CONCRETE
SIDEWALK PER CITY OF
RENTON STANDARD
DETAILS
EXISTING
CONCRETE CURB
AND GUTTER
EXISTING PAVEMENT
2 NOT TO SCALE (PLANTING STRIP NOT PROVIDED AS REQUIRED PER RMC 4-6-060, TO PROTECT EXISTING TREES AND DEDICATION NOT FEASIBLE ON NEIGHBORING PROPERTY)
LAKE AVENUE SOUTH STA 60+00 TO 62+85
5.0'
ROW
CENTERLINE
30.0'
7.0'
DEDICATION
2.0'
CLEAR SPACE
6.0'
DEDICATION
0.5'
CLEAR SPACE
5.0'
DEDICATION
CURRENT
ROW
25.0'
26.5'
3.0' ±
CLEAR SPACE
21.5'
PROPOSED STREET
TREE PER RENTON
CITY STANDARD
PROPOSED STREET
TREE PER RENTON
CITY STANDARD
PROPOSED STREET
TREE PER RENTON
CITY STANDARD
SIDEWALK AT BACK
OF CURB TO KEEP
EXISTING TREES
09/15/2025
SEPT
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TENW CONTACT:
520 KIRKLAN' WA<, S8ITE 100, KIRKLAN', WA, 98033
TREVOR TAKARA, P.E.
PROJECT MANAGER
TAKARA@TENW.COM
206-914-3843
RENTON HIGH SCHOOL
RE
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XX
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PR
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PRELIMINARY ILLUMINATION PLAN
SCALE IN FEET
15 6030 900
DSDS
DS
DS
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TENW CONTACT:
520 KIRKLAN' WA<, S8ITE 100, KIRKLAN', WA, 98033
TREVOR TAKARA, P.E.
PROJECT MANAGER
TAKARA@TENW.COM
206-914-3843
RENTON HIGH SCHOOL
RE
N
T
O
N
H
I
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H
S
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XX
X
-
X
X
-
X
X
X
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RE
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PR
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L
I
M
I
N
A
R
Y
PRELIMINARY ILLUMINATION PLAN
SCALE IN FEET
15 6030 900
DS
DS
DS
DS
DSDSDSDS
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TENW CONTACT:
520 KIRKLAN' WA<, S8ITE 100, KIRKLAN', WA, 98033
TREVOR TAKARA, P.E.
PROJECT MANAGER
TAKARA@TENW.COM
206-914-3843
RENTON HIGH SCHOOL
RE
N
T
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XX
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-
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X
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PR
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I
N
A
R
Y
PRELIMINARY ILLUMINATION PLAN
SCALE IN FEET
15 6030 900
FI
R
E
L
A
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E
-
N
O
P
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FI
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A
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TENW CONTACT:
520 KIRKLAN' WA<, S8ITE 100, KIRKLAN', WA, 98033
TREVOR TAKARA, P.E.
PROJECT MANAGER
TAKARA@TENW.COM
206-914-3843
RENTON HIGH SCHOOL
RE
N
T
O
N
H
I
G
H
S
C
H
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L
XX
X
-
X
X
-
X
X
X
X
RE
N
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I
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H
S
C
H
O
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PR
E
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I
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I
N
A
R
Y
PRELIMINARY ILLUMINATION PLAN
SCALE IN FEET
15 6030 900
FIRE LANE - NO PARKING
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TENW CONTACT:
520 KIRKLAN' WA<, S8ITE 100, KIRKLAN', WA, 98033
TREVOR TAKARA, P.E.
PROJECT MANAGER
TAKARA@TENW.COM
206-914-3843
RENTON HIGH SCHOOL
RE
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XX
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PR
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I
M
I
N
A
R
Y
PRELIMINARY ILLUMINATION PLAN
SCALE IN FEET
15 6030 900
DS
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TENW CONTACT:
520 KIRKLAN' WA<, S8ITE 100, KIRKLAN', WA, 98033
TREVOR TAKARA, P.E.
PROJECT MANAGER
TAKARA@TENW.COM
206-914-3843
RENTON HIGH SCHOOL
RE
N
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XX
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O
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PR
E
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I
M
I
N
A
R
Y
PRELIMINARY ILLUMINATION PLAN
SCALE IN FEET
15 6030 900
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TENW CONTACT:
520 KIRKLAN' WA<, S8ITE 100, KIRKLAN', WA, 98033
TREVOR TAKARA, P.E.
PROJECT MANAGER
TAKARA@TENW.COM
206-914-3843
RENTON HIGH SCHOOL
RE
N
T
O
N
H
I
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H
S
C
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XX
X
-
X
X
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X
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RE
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H
S
C
H
O
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PR
E
L
I
M
I
N
A
R
Y
PRELIMINARY ILLUMINATION PLAN
SCALE IN FEET
15 6030 900