HomeMy WebLinkAboutR-412322SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
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6°
2" GROUT
B J H �M
TYPE H DBI O
3 GRATE
GROUT CONSTRUC
JOINT
c
54"0 RCP
CONIC. FLOOR
DRAIN
SECTION
(6:00) A
ti
e
YELLOW (46' DIA.) TARGETS - (QTY 2)
NOT TO SCALE
A
B
C
CONC
LARGE (76' DIA.) TARGETS -
NOT TO SCALE
A
SEQUENCE
OF CONCRETE
PLACEMENT
CONSTRUCTION JOINT
LID (6: DO) A
G L
2" GROUT
B J H M
TYPE H DBI
3 GRATE
54"0 RCP GROUT
C-/
K I
RED VAULT REINFORCEMENT AND GRATE TO BE
INSTALLED PER FDOT INDEX 232 FOR TYPE C
DITCH BOTTOM INLET.
TY 4
(9:00) D
(3:00) D -J
PLAN
RED (15' DIA.) TARGETS - (QTY 4
SCALE: 1" = 10'
D
NOTE: VAULTS DO NOT ALIGN
WITH MANHOLESH SEE CONIC
VAULT DETAIL FOR DIMENSIONS.
i
SEQUENCE
OF CONCRETE
O
PLACEMENT
2
-=t1 11
11 11
O
_g
I
_3"
(12:00) G
15'-6'
,
LID
TYPE H DBI
3 GRATE
"0 RCP
[O
D
PLAN
RCP TYPE H DBI
3 GRATE
-
-
-
A
B
C
D
E
F
G
H
I
J
25
15
5.92
0
29.50
23.58
23.08
29.50
23.58
23.08
29.50
23.58
23.08
23.43
• 25
15
5.92
0
29.50
23.58
23.08
29.50
23.58
23.08
29.50
23.58
23.08
23.43
25
15
5.92
0
29.50
23.58
23.08
29.50
23.58
23.08
29.50
23.58
23.08
23.43
25
15
5.92
0
29.50
23.58
23.08
1 29.50
23.58
23.08
29.50
23.58
23.08
23.43
LID 50
46
5.92
0
29.50
23.58
21.91
29.50
23.58
21.91
29.50
23.58
21.91
22.58
• 50
46
5.92
0
29.50
23.58
21.91
29.50
23.58
21.91
29.50
23.58
21.91
22.58
90
76
5.92
0.5
29.50
23.58
21.91
29.75
23.83
22.16
30.00
24.08
22.41
22.58
• 125
76
5.92
1.5
29.50
23.58
22.83
30.25
24.33
23.58
31.00
25.08
24.33
22.58
150
76
5.92
1.5
30.00
24.08
23.58
30.75
24.83
23.33
31.50
25.58
25.08
23.08
185
76
5.92
1.5
31.00
25.08
24.58
33.90
27.98
27.48
32.50
26.58
26.os
24.08
215
LINEAR
4
-
33.50
29.50
29.25
-
-
-
100-YR WSE 25.00 RED SLAB THICKNESS: 6.00 INCHES GREEN SLAB THICKNESS: 1 20.00 INCHES
BLDG SLAB 30.50 YELLOW SLAB THICKNESS: 20.00 INCHES BROWN SLAB THICKNESS: 1 9.00 IINCHES
12" STORM INLET GRATE
(NOTE: ALT. DESIGN WITH STORM PIPE THROUGH SIDE WALL.)
IRATE SHALL HAVE OPENING OF NO MORE THAN 1.68" IN ONE
DIRECTION TO PREVENT GOLF BALL FROM PASSING THROUGH
/
OUR TARGET FLOOR
/ VER TOP OF THE RIM OF
HE CONCRETE VAULT * \
PLAN
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-1 11-I :..,•.
a _
O Q O=¢
ONC VAULT
III III
I I ILI EDGE
,
SECTION
CO N C VAULT DETAILS
*
THE PRECAST VAULT DEPTH 5 24" LESS
THE FLOOR SLAB THICKNE SI WHEN THE
SCALE: 1" = 5'
FLOOR 15 POURED OVER TOP, THE TOTAL
FLOOR TO FLOOR CLEAR DIM WILL BE
24" OF DEPTH.
RFor`�MN
MH
RFD, Y�<<OW z
2&MH
GREEN
�RED 3&MH
LID YELLOW 2
MH
rYPE H DBI I 1 RcD 4 al'tA"
3 GRATE y l
TARGET ALIGNMENT SITE PLAN
SCALE: NO SCALE
STEEL POLES FOR NETTING
BY OWNER CONTRACTOR \
ANGLED SCORING NET
BY OWNER CONTRACTOR\
TRENCH SCORING
TARGET GEAR BI
OWNS
CONCETE RETAINING
WALL B
=107'
ORE SLA
BLACK (TRENCH) TARGET - (QTY 1
SCALE: 1" = 5'
aRECO2 RECORD DRAWINGS
O 2 RECORD DRAWINGS
�Q 1
RD DRAWINGS
e
NO. REVISION
MH
TARGET SLAB
THICKNESS
I RED-4 1 6" 1
K
L
M
-
NA
29.50
23.60
29.50
0.00
NA
29.50
23.60
29.50
0.00
NA
29.50
23.60
29.50
0.00
NA
29.50
23.60
29.50
0.00
20.58
29.50
23.60
29.50
0.00
20.58
29.50
23.60
29.50
0.00
20.58
30.00
24.20
30.00
0.00
20.58
31.00
25.30
31.00
0.00
21.08
31.50
25.80
31.50
0.00
22.08
32.50
26.80
32.50
0.00
BLUE SLAB THICKNESS:j 6.00 INCHES
WHITE SLAB THICKNESS:j 6.00 INCHES
BLUE 1T
MH
I
TEELINE ARC
FOCAL POINT
General Notes
1. CONCRETE WALL AND FLOOR SLAB TO BE
DESIGNED BY STRUCTURAL ENGINEER/DESIGNER.
2, EACH INDIVIDUAL TARGET MAY HAVE VARYING
WALL AND FLOOR SLAB THICKNESS. THE
SUBGRADE ELEVATIONS IN THE TARGET
ELEVATION TABLE MAY NOT BE APPLICABLE IN
THAT APPLICATION.
SURVEYED:
Z.NALL
DESIGNED:
J.GREEN
NAVIX
09.29.22
JET
NAVIX
06.10.22
JET
DRAWN:
J.GREEN
NAVIX
05.17.22
JET
CHECKED:
J.TAFLIN
BY
DATE
APPR
APPROVED:
J.TAFLIN
SCALE:
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
co
n
WHITE
No.
REVISION
DATE
TARGET CIVIL DETAIL SHEET
TOPGOLF RENTON
RENTON, WA
QTOPGOLF
1717 McKINNEY AVE . DALLAS, TEXAS 75202
DRAWN:
MCB
DATE:
12/11/19
SCALE:
VARIES
SHEET:
1 OF 3
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
CITY OF
RENTON
•
Planning/Building/Public Works Dept.
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NAVIX
11235 s.e. 6th street I suite 150
bellevue, wa 98004
t: 425.453.9501 1 f: 425-453-8208
www.navixeng.com
C9
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R-412322 0
IN COMPLIANCE WITH CITY OF RENTON STANDARDS V
W
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ARCO/M U RRAY
TOPGOLF RENTON
780 LOGAN AVENUE NORTH
RENTON, WA 98057
TARGET DETAILS
II
Tr
IA,
DATE:
09.26.2022 J
FIEWBOOK: O
PAGE:
DRAWING NO:
C-1.7 IL
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