HomeMy WebLinkAboutHHES Drawing CivilEXISTING HILLTOP
HERITAGE
ELEMENTARY SCHOOL
DUVALL AVE NE
VC
1
12
3 (TYP OF 7)
3(TYP OF 5)
4
5
5
CHELAN AVE NE
R25'
R2'
6
6
5
6
5
6
55
5
6
7
8 9
10
11
KEYNOTES
MATCH EXISTING CURB.
MATCH EXISTING PAVEMENT. SEAL JOINT WITH ASPHALT EMULSION
PER WSDOT CONSTRUCTION MANUAL M 41-01.45.
"RESERVED FOR STUDENT LOADING ONLY DURING SCHOOL START
AND RELEASE" SIGN PER WSDOT STANDARD PLAN G-24.50-05.
SAWCUT AND REMOVE EXISTING CURB AND ASPHALT AS
NECESSARY TO INSTALL NEW VERTICAL CURB AND ASPHALT
PAVEMENT.
PAINTED WHITE TRAFFIC ARROW PER WSDOT STANDARD PLAN
M-24.40-02.
REMOVE EXISTING PAVEMENT MARKING.
24"x24" "DO NOT ENTER" SIGN R5-1 PER MUTCD.
24"x24" "DO NOT ENTER" SIGN R5-1 ABOVE 12"x36" "ONE WAY LEFT"
R6-1L SIGN PER MUTCD. MOUNT TO EXISTING POST.
12"x36" "ONE WAY LEFT" R6-1L SIGN PER MUTCD.
12"x36" "ONE WAY LEFT" R6-1L SIGN PER MUTCD. MOUNT TO EXISTING
POST, BELOW EXISTING "LEFT TURN ONLY" SIGN.
PAINTED 4" SINGLE WHITE DASHED LINE.
1
2
3
4
5
6
7
8
9
10
11
SCALE IN FEET
30 15 0 30 60
N
LEGEND
RIGHT-OF-WAY/PROPERTY LINE
ASPHALT PAVEMENT
TRAFFIC SIGN PER WSDOT STANDARD
PLAN G-24.50-05.
WHITE PAINTED TRAFFIC ARROW PER
WSDOT STANDARD PLAN M-24.40-02
VC VERTICAL CURB
Know what's below.
before you dig.Call
R
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:VERTICAL: NAVD 1988
IF NOT ONE INCH
ONE INCH
AT FULL SCALE
HORIZONTAL: NAD 1983/1991
SCALE ACCORDINGLY
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
49037
PR
2
X
-
X
X
X
X
X
X
R2
X
-
X
X
X
X
X
X
ethoscivil.com info@ethoscivil.com 253.414.1989
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#
05/05/2026
SITE PLAN
RENTON, WA 98059
1075 DUVALL AVE NE
HILLTOP HERITAGE ELEMENTARY SCHOOL
AS NOTED
1
C1.0
1075 DUVALL AVENUE NE
RENTON, WA 98059
SITE ADDRESS
VICINITY MAP
NOT TO SCALE
OWNER/APPLICANT
CIVIL ENGINEER
ETHOS CIVIL
1901 65TH AVE W, SUITE 250
TACOMA, WA 98466
PHONE: (253) 365-4973
CONTACT: LUCAS JOHNSON
EMAIL: lucas@ethoscivil.com
ARCHITECT
7812 S 124TH STREET
SEATTLE, WA 98178
PHONE: (206) 858-2571
CONTACT: ANDREW HOLLENBACK
EMAIL: andrew.hollenback@rentonschools.us
SITE
102305-9124
PARCEL NUMBER
HUTTEBALL + OREMUS ARCHITECTURE
4010 LAKE WASHINGTON BLVD NE, SUITE 320
KIRKLAND, WA 98033
PHONE: (425) 828-8948
CONTACT: KATIE POND
EMAIL: kpond@hoarch.com
N
NOTE
CONSTRUCTION SHALL
CONFORM TO WSDOT
SPEC. 8-04.3TOP OF CURB
AT APPROACH
PAVEMENT 6"
5-1/2"
1'
-
4
"
8-1/4"
1/2"
1" R
6 1/2"
SUBGRADE
HMA CL 1/2", PG 58H-22 PER
WSDOT STD SPEC. 5-05
4"
CRUSHED SURFACING BASE COURSE
PER WSDOT STD. SPEC. 4-04
4"
NOTES:
1.DEPTHS INDICATED ARE COMPACTED THICKNESSES.
2.HMA SHALL BE COMPACTED TO A TARGET AVERAGE DENSITY OF 92% BASED ON THE RICE
THEORETICAL MAXIMUM DENSITY PER ASTM D-2041. INDIVIDUAL LOCATIONS SHALL BE COMPACTED
NOT LESS THAN 90% NOR MORE THAN 96%.
3.ALL ASPHALT BASE MATERIAL SHALL BE COMPACTED TO A MINIMUM DENSITY OF 95% BASED ON THE
MODIFIED PROCTOR MAXIMUM DRY DENSITY PER ASTM D-1557.
4.SUBGRADE SHALL BE COMPACTED TO A FIRM AND UNYIELDING CONDITION PRIOR TO PLACEMENT
OF ANY PAVEMENT LAYERS. ANY LOCALIZED ZONES OF SOFT, ORGANIC-RICH, OR DEBRIS-LADEN
SOILS SHOULD BE OVEREXCAVATED AND REPLACED WITH STRUCTURAL FILL MATERIAL.
5.SEAL JOINTS WITH EMULSIFIED ASPHALT.
1 NOT TO SCALE
ASPHALT PAVEMENT 2 NOT TO SCALE
VERTICAL CURB
1
C1.0
2
C1.0
12"
18
"
5'
M
I
N
A
B
O
V
E
PA
V
E
M
E
N
T
S
U
R
F
A
C
E
2'
-
6
"
4" MIN12" MIN
3000 PSI CONCRETE
FINISHED
GRADE
TYPE ST- 4 PER WSDOT
STD PLAN. G-24.50-05 OR
APPROVED BY OWNER
DURING
SCHOOL START
& RELEASE
NOTES:
1.SEE SITE PLANS FOR SIGN
LOCATIONS.
2.LOCATE SIGN AT END OF STALL AT
CENTER LINE 2.5' BEYOND FACE OF
CURB, UNLESS OTHERWISE NOTED.
3 NOT TO SCALE
PARKING SIGN
3
C1.0
STUDENT
LOADING
ONLY
2" GREEN LETTERS ON
WHITE BACKGROUND
1" GREEN LETTERS ON
WHITE BACKGROUND
3
C1.0
3
C1.0
05.05.2026