HomeMy WebLinkAboutR-434430INFILLED SYNTHETIC
TURF SYSTEM
1" SUPPLEMENTAL PAD
12.5' WIDTH SOIL BEARING FABRIC
PLACED EVENLY BETWEEN
EXISTING DRAINAGE LINES
2" TOP COURSE ° 00 e° oo °° oo e° oo e° o0 0o e° oo e° oo °° oo e° oo °° o0 00 °° oo e° oo e° 00 °° 00 v °„ 00 °„ 00 °° 00 °„ 00 °„ oo °° o ° o 0 0 0 0 0 0 0 0 0 ° o 0 0 0 ° ° o ° ° °
PERMEABLE AGGREGATE
„
7.5 BASE COURSE O� O OD O OD OD O OD O OD O O OD O O O OD O OD O
PERMEABLE AGGREGATE
1
F210
FINISH
GRADE
—IIIII I � -� I I I I I I I I I I -I I_ 0 ° REMOVE AND REPLACE
.4 4
° o°o° O° TOP 2" OF PEA GRAVEL
COMPACTED ° o° °° o'
0. AT EACH TRENCH
PERMEABLE oSUBGRADE STRUCTURAL o
° ° °SOIL BEARING FABRIC
°
EXISTING PEA ROCK EXISTING 4" PERF. CORR. o ° ' ° o EXISTING PEA ROCK
DRAINAGE TRENCH POLY DRAIN TUBING DRAINAGE TRENCH
SYNTHETIC TURF FIELD SECTION
NOT TO SCALE
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4" EXISTING CRUSHED + +
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ROCK SURFACING
V
2 V
2 V
8" EXISTING BASE vUOOoUOOoUOOoUOC
COURSE PERMEABLE Oo��o Oo0/o Oo0/o Oo0/o
AGGREGATE
p •Q °�O •Q °�O'
.° .°
EXISTING COMPACTED
SUBGRADE
2
F210
3
F210
\-- EXISTING LATERAL
EXISTING CRUSHED ROCK SECTION
BATTING CAGE SYNTHETIC TURF SECTION
NOT TO SCALE
EXPANSION JOINT
SEALANT
EXPANSION JOINT
3/8" EXPANSION JOINT 211
WITH POLYURETHANE 2" 4" BAND WITH SMOOTH
JOINT SEALANT FINISH CENTERED ON
EXPANSION JOINT
FINISH
GRADE a a a a
LATERAL SPACING
15' TYP.
J. o ° o ° o ° o ° o ° d ° " o ° " o ° " o ° " o ° " C2
o p• a o 00 • a o 0 p • a o 0 p • a o 0 O a o 00 a o 0 p a o 00 a o 00 a o CIO
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IV
EXISTING LATERAL
PROPOSED SYNTHETIC TURF SECTION
4
_4 d Q
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0'7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
SUBGRADE COMPACTED
TO 95% MIN.
A: CONCRETE PAVEMENT AT EXPANSION JOINT
4" CONCRETE PAVING
LIGHT BROOM FINISH
6x6-6 GAUGE
WELDED WIRE MESH
6" CRUSHED SURFACING
TOP COURSE
NOTE:
EXPANSION JOINT TO BE
INSTALLED AT ALL INTERFACE
BETWEEN CONCRETE PAVING
AND VERTICAL WALL OR
EXISTING CONCRETE PAVING
1.5" INFILLED SYNTHETIC
TURF SYSTEM
FINISH I;W�
GRADE
3.5" TOP COURSE
PERMEABLE AGGREGATE
7" EXISTING BASE
COURSE PERMEABLE
AGGREGATE
EXISTING COMPACTED
SUBGRADE
4
F210
4" SOIL MIX
UNDISTURBED
SITE SOIL
NATURAL TURF RESTORATION
NOT TO SCALE
SEEDED LANDSCAPE
RESTORATION
ROOT ZONE; THOROUGHLY
ROTOTILL 4" SOIL MIX AND 4"
OF PREPARED SUBGRADE TO
DEPTH OF 8"
UNDISTURBED SITE SOIL
HAND -TOOLED WEAKENED
PLANE JOINT, DEPTH EQUAL
25% OF THE SLAB THICKNESS 4" CONCRETE PAVING
FINISH LIGHT BROOM FINISH
GRADE a ° a a o a
a
4 4 4
a a a 6x6-6 GAUGE
WELDED WIRE MESH
0 0 V 0 0 V 0 0 0 0 V 0 0 V 0 7 0 6" CRUSHED SURFACING
0000V0�000000V000V TOP COURSE R-434430
0 0 0 0 � 0 0 � � 0 � 0 0 0 0 � 0 0
NOTE: IN COMPLIANCE WITH CITY OF RENTON STANDARDS
EXPANSION JOINT TO BE
SUBGRADE COMPACTED III I INSTALLED AT ALL INTERFACE
BETWEEN CONCRETE PAVING DEVELOPMENT ENGINEERING
TO 95% MIN. AND VERTICAL WALL OR firiFIS
EXISTING CONCRETE PAVING HBray 06/24/2025
B: CONCRETE PAVING WITH WEAKENED PLANE JOINT
CONCRETE PAVING
NOT TO SCALE
CIVIL CONSTRUCTION PERMIT 2/21/25 SURVEYED: SCALE: HORIZONTAL: NAD 1983/1991 VERTICAL: �� 1988 DATE:
CITY OF LINDBERGH HIGH SCHOOL 21 FEB 2025
K&I
AS CIVIL CONSTRUCTION PERMIT RESUBMITTAL 4 14 25 DESIGNED: NTS FIELDBOOK:
CIVIL CONSTRUCTION PERMIT RESUBMITTAL 6/4/25 EJG RENTON FIELD IMPROVEMENTS PEE
� LRB ONE INCH DATUM . DRAWING N0:
D.A. Hogan & Associates, inc. BOA FG/STERN CHECKED: AT FULL SCALE Plonning/Building/Public Works Dept. TYPICAL SECTIONS F2 1 0
1450 114th Ave. SE, Suite 225 sjoNAL E��\ EJG SIF CALE T ONE INCH
Bellevue, WA 98004 206-285-0400 NO. REVISION BY DATE APPR APPROVED:
LY IEJG SHEET: 30 OF:42
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