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OA REMOVE AND REGRADE EXISTING TOP COURSE PERMEABLE
AGGREGATE; UNIFORMLY TRANSITION OVER 48" TO ACCOMMODATE
FULL DEPTH OF SUPPLEMENTAL PAD TO THE EXISTING EDGE ANCHOR
1 INFILLED SYNTHETIC
F210 TURF (TYP.)
FINISH
GRADE
SUPPLEMENTAL PAD 7
TOP COURSE D D
PERMEABLE u b u b 4 C
AGGREGATE
BASE COURSE
PERMEABLE
AGGREGATE O Q
O
O
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00�0
1
F221
2
F221
A
INFILL MATERIAL TO BE
FLUSH WITH TOP OF
ADJACENT SURFACE
SUPPLEMENTAL PAD TO
MEET AND MATCH TOP OF
EXISTING EDGE ANCHOR
EDGE ANCHOR AT EXISTING CURB
NOT TO SCALE
-----------------
D
D b 42> (:-:;' D b 42>
SYNTHETIC TURF
EDGEANCHOR
4
F221
EXISTING CHAIN
LINK FENCE
0,/-EXISTING
CONCRETE
CURB
4
Q
. a p
BROWN SYNTHETIC TURF AT GREEN SYNTHETIC TURF
PITCHER'S MOUND, RADIUS PER
1
PLAN INFILLED SYNTHETIC TURF (TYP.)
F210
FINISH
7ADE
U a o SUPPLEMENTAL PAD
O D O
C:1 O
O O
O- O�
(4) 3/4" MARINE GRADE
PLYWOOD INSTALLED FOR
RADIUS INDICATED
#4 REBAR 2' O.C.
EDGE ANCHOR AT PITCHERS MOUND
NOT TO SCALE
o � D � O � D �
o e
TOP COURSE PERMEABLE
AGGREGATE
BASE COURSE PERMEABLE
AGGREGATE
COMPACTED
SUBGRADE
ADJACENT SURFACE
MAY VARY
FINISH
GRADE
3
F221
4
F221
1 INFILLED SYNTHETIC
F210 TURF (TYP.)
3.5" TOP COURSE
PERMEABLE AGGREGATE
4 C u O � u b 0 � u b 0 u b 0 (�77
EXISTING BASE COURSE
PERMEABLE AGGREGATE O O O
O O
BATTING CAGE EDGE ANCHOR
NOT TO SCALE
WEDGE ANCHOR
POWER LOAD/ RAM -SET
SYNTHETIC TURF EDGE ANCHOR NOTE
NOT TO SCALE
EXISTING CHAIN
LINK FENCE
FINISH GRADE OF SYNTHETIC TURF TO
BE FLUSH WITH TOP OF 2x6 BOARD
GALVANIZED NAIL OR STAPLE
SYNTHETIC TURF AND STRUCTURAL
FABRIC TO EDGE ANCHOR
(3) 3" #10 SS PAN -HEAD
SCREWS, 21" O.C.
2x6 AND 2x4 EDGE ANCHOR;
PROVIDE 14g GALVANIZED
MENDING PLATE AT BUTT -SPLICES
MIN. 2 GALVANIZED STAPLES TO
ANCHOR WOOD BOARD TO REBAR
#5 REBAR 30" LONG, SPACED 24"
ON CENTER, FULL PENETRATION
INTO SUBGRADE (DO NOT CUT BAR)
NOTES:
1. THE PLASTIC EDGE ANCHOR MAY BE TEMPORARILY SET WITH POWER -LOADS PLACED AT THE CONTRACTORS OPTION TO ASSIST IN
ESTABLISHING THE PROPER LINE AND GRADE. THIS TEMPORARY HARDWARE MAY REMAIN AFTER FINAL INSTALLATION.
2. THE CONTRACTOR MAY CHOOSE TO UTILIZE STEEL POWER -LOAD DRIVEN OR RAM -SET CONCRETE ANCHOR NAILS, MINIMUM SHANK
DIAMETER 5/32", MINIMUM HEAD/WASHER DIAMETER 3/8", SUFFICIENT LENGTH TO INSURE A MINIMUM 2" EMBEDMENT. INDIVIDUAL
ANCHORS SHALL DEVELOP A MINIMUM 450LB SHEAR, 350LB TENSION IN 4,000PSI CONCRETE AT 2" EMBEDMENT.
3. ONCE INITIAL LINE AND GRADE HAS BEEN ESTABLISHED, INSTALL THE SPECIFIED RAM -SET OR POWER -LOAD DRIVEN CONCRETE ANCHORING
NAILS IN MANNER CONSISTENT WITH THE APPROVED MANUFACTURERS PRINTED INSTRUCTION AND THE SPECIFIED SPACING.
4. WEDGE ANCHOR TO BE SET AT MIDDLE 50% OF EACH BOARD. 30" O.C. MAX., 4-6" FROM ENDS.
5. MINIMUM REQUIREMENTS FOR CONCRETE ANCHOR NAIL INSTALLATION DEPTH OF EMBEDMENT: 2" OR AS RECOMMENDED BY THE
ANCHOR SUPPLIER, WHICHEVER IS GREATER. HORIZONTAL SPACING: NO GREATER THAN 21" ON CENTER AND 6" FROM END OF ANY
LENGTH OF LUMBER. STAGGER THE SPACING OF EACH ANCHOR UP AND DOWN WITHIN THE MIDDLE ONE-HALF THE FACE OF THE RECYCLED
EDGE ANCHOR.
i (TYP) (TYP) (TYP) 611
UPPER 25%
MIDDLE
50%
— --———————♦———————— —
-----
LOWER 25%
R-434432
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
HBray 06/24/2025
E '
SASj'
K&I�IHOGAN
�
D.A. Hogan &Associates, Inc. �O� eG/STER�
1450 114th Ave. SE, Suite 225 sloNaL E�`
Bellevue, WA 98004 206-285-0400
CIVIL CONSTRUCTION PERMIT
2/21/25
SURVEYED:
SCALE:
NTS
VERTICAL: NAVD 198e
HORIZONTAL: NAD 1983/1991
DATU M
CITY OF
RENTON
.
Plonning/Building/Public Works Dept.
LINDBERGH HIGH SCHOOL
FIELD IMPROVEMENTSPAGE:
SITE DETAILS
DATE:
21 FEB 2025
CIVIL CONSTRUCTION PERMIT RESUBMITTAL
4 14 25
DESIGNED:
EJG
CIVIL CONSTRUCTION PERMIT RESUBMITTAL
6/4/25
FlELDBOOK:
DRAWN.
LRB
ONE INCH
DRAWING NO:
F221
CHECKEDEJG
AT FULL SCALE
SIF CALE T ONE INCH
NO.
REVISION
BY
IEJG
DATE
APPR
"PPROVED:LY
SHEET: OF:42
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