HomeMy WebLinkAboutR-4238640
C
B
A
5 1 4 1 3 1 2
MATCH LINE SEE SHEET F12:
/ / I
f J j
/
1
/
/ I
/ / l
Uji
��
1 J \
I
I1 \ FG 21
i \ / SG 2(
J
TE�T �T D
\ I ST PIT D2
S S,f�TFTX PIT D1 SDx \7 S
I) �
v Nib "m
MATCHLINE SEE SHEET F123
i ( "A
I L_J
EETF121
I
co
sP� I I I
I�
co
w
co
I I
I�
I�
r
I�
a � I
co
co
I
ASPH
co
2
2
ASPH
I N
a
FIELD ELEVATIONS
A NATURAL TURF
FIELD RIDGE:
FINISH GRADE
OF
SOD:
21.50
FINISH GRADE
OF
ROOT ZONE SAND:
21.42
SUBGRADE ELEVATION:
20.50
l❑J NATURAL TURF
FIELD SUBGRADE:
FINISH GRADE
OF
SOD:
21.50
FINISH GRADE
OF
ROOT ZONE SAND:
21.42
FINISH GRADE
OF
PEA GRAVEL:
20.42
SUBGRADE ELEVATION:
19.92
SYNTHETIC
TURF FIELD RIDGE:
FINISH GRADE
OF
INFILL:
21.50
FINISH GRADE
OF
SUPPLEMENTAL PAD:
21.37
FINISH GRADE
OF
TOP COURSE PERMEABLE
AGGREGATE:
21.29
FINISH GRADE
OF
BASE COURSE PERMEABLE
AGGREGATE:
21.12
SUBGRADE ELEVATION:
20.50
QD SYNTHETIC
TURF FIELD RIDGE:
FINISH GRADE
OF
INFILL:
21.50
FINISH GRADE
OF
SUPPLEMENTAL PAD:
21.37
FINISH GRADE
OF
TOP COURSE PERMEABLE
AGGREGATE:
21.29
FINISH GRADE
OF
BASE COURSE PERMEABLE
AGGREGATE:
21.12
SUBGRADE ELEVATION:
20.45
SYNTHETIC
TURF FIELD VALLEY:
FINISH GRADE
OF
INFILL:
21.50
FINISH GRADE
OF
SUPPLEMENTAL PAD:
21.37
FINISH GRADE
OF
TOP COURSE PERMEABLE
AGGREGATE:
21.29
FINISH GRADE
OF
BASE COURSE PERMEABLE
AGGREGATE:
21.12
SUBGRADE ELEVATION:
20.00
SYNTHETIC TURF SECTION MAY VARY: ADJUST FIELD
PROFILE IN THE BASE COURSE PERMEABLE AGGREGATE
LIFT ACCORDINGLY.
❑
X -
co -
2
ASP v
x
2
2
C
a
IGI6,
jx-- SDx -
PC
159
PC
158
157
))
►•; rm
GRADING LEGEND
- 110EXISTING CONTOUR LINES
411.52JL SPOT ELEVATION
411 - NEW CONTOUR LINES
411.5 - - NEW HALF CONTOUR LINES
S=2.0%- SURFACE SLOPE
C CONSTANT SURFACE SLOPE
-� MATCH TO EXISTING
----- GRADE BREAK
LIMIT OF PERMEABLE AGGREGATE
LIMIT OF SAND BASED TURF
CATCH BASIN INLET (C.B.I.)
TYPE 1
CHAINLINK FENCE AND
CONCRETE CURB
CHAINLINK FENCE
TRENCH DRAIN
FG FINISH GRADE
SG SUBGRADE
GRADING NOTES
1. THE CONTRACTOR SHALL CALL AND NOTIFY DIGALERT AT
B-1-1 A MINIMUM OF 2 WORKING DAYS BEFORE
DEMOLITION, DIGGING, OR GRADING OPERATIONS OCCUR.
2. NEW CONTOURS SHOWN ARE FINISH GRADE ELEVATIONS.
3. BACKFILL AND COMPACT EXCAVATED AREAS RESULTING
FROM DEMOLITION ACTIVITIES WITH SELECT FILL TO 95%
WITH 12" MAX LIFTS.
4. STRIP FIELD AREA OF EXISTING SOD AND ORGANIC
MATERIALS AND DISPOSE OF OFF SITE. ALL EXCESS
AND UNSUITABLE SOIL MATERIALS SHALL BE REMOVED
AND DISPOSED OF OFF SITE.
5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN THE
EVENT OR DISCOVERY OF POOR SOILS, GROUNDWATER
OR DISCREPANCIES IN THE EXISTING CONDITIONS AS
NOTED ON THE PLANS.
6. ALL PERIMETER PAVING SHALL MEET AND MATCH
ADJACENT SURFACES.
NOTE LEGEND
1. (INDICATES GENERAL CONSTRUCTION NOTE)
30. (INDICATES SPECIFIC CONSTRUCTION KEYNOTE)
0 30' 60'
SCALE: 1" - 30'
EGE:NERATOR
5 T U D 1 0
TENANT
SEATTLE SOUNDERS FC
159 S. JACKSON STREET, #200
SEATTLE, WA 98104
SOUNDERSFC.COM
OWNER / DEVELOPER
UNICO PROPERTIES LLC
1215 FOURTH AVENUE, SUITE 600
SEATTLE, WA 98161
UNICOPROP.COM
ARCHITECT
GENERATOR STUDIO LLC
1615 BALTIMORE AVE
KANSAS CITY, MO 64108
816.333.6527
GENERATORSTUDIO.COM
LANDSCAPE ENGINEER
D.A. HOGAN & ASSOCIATES, INC.
1450 114TH AVE SE, SUITE 225
BELLEVUE, WA 98004
206.285.0400
DAHOGAN.COM
STRUCTURAL & CIVIL ENGINEER
COUGHLIN PORTER LUNDEEN (CPL)
901 SECOND AVENUE, SUITE 900
SEATTLE, WA 98104
206.343.0460
CPLINC.COM
MEP ENGINEER
HENDERSON ENGINEERS
8345 LENEXA DRIVE, #300
LENEXA, KS 66214
916.663.8700
HENDERSONENGINEERS.COM
DEVELOPMENT ENGINEERING
Wanders 05/10/2023
ARCHITECT: MICHAEL J. KRESS
LICENSE NO. 12779
SEAL
SEATTLE
SOUNDERSFC
HEADQUARTERS &
TRAINING CENTER
1901 OAKESDALE
AVENUE SW
RENTON, WA 98057
FIELD CONSTRUCTION
ISSUE DATE: 05.01.2023
REV DESCRIPTION DATE
Q
'� o
PROJECT NO. 21032
DRAWN BY: REF
b I CHK'D BY: EJG
Knowwhats E OW. SHEET TITLE
Call before you dig. GRADING PLAN
FIELDS 2 &3
R-423863 F1 22
DA HOGAN lir
02022 GENERATOR 5TUUID LLC 4/4N22 5;40;59 PM