HomeMy WebLinkAboutSite Details L104 - Dec. 5 2002ti‘c Guire 4, .4
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Master Planning
Architecture
Landscape Architecture
Engineering
Interior Design
8450 Westfield Boulevard
Suite 200
Indianapolis, Indiana 46240
317.842.0000
Fax 317.722.0930
www.omscorp.net
6765 North State Road 37
P.O. Box 2149
Bloomington, Indiana 47402
812.876.2020
Fax 812.876.2047
CERTIFIED
4)1 F0
o
CERTIFIED
REVISIONS
Q
Z
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J
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Copyright 2002
by THE ODLE McQJRE SHOOK CORPORATION
Copyright includes ard ittecttral work, bulking design,
plans or drawings, and specifications. Architectural
work is the overal form as wel as the arrangement
and composition of spaces and elements in the design.
Reproduction without written permission is prohibited.
PROJECT: 02051
DATE: DECEMBER 5, 2002
DRAWN BY: GBM
CHECKED BY: BWR
DESIGNED BY: GBM
L104
SITE DETAILS
1" OF #11 ASPHALT SURFACE
ASPHALT TACK COAT
2- 2 1/2" LIFTS
OF #8 ASPHALT BINDER
2 3 1/2" 2 LIFTS OF 53
COMPACTED AGGREGATE
7" OF #2 STONE
COMPACTED SOIL
TO PREVENT PIPING
TOP OF SLEEVE FLUSH WITH SURFACE
FULL DEPTH EXPANSION
1 1 2" 11 ASPHALT SURFACE
ASPHALT TACK COAT
3
3 #8 ASPHALT BINDER
TENNIS COURT SURFACE
ASPHALT OVERLAPS
CONCRETE FOOTING
0 50' O.C.,
CONCRETE
VERTICAL
FINISH GRADE-
//[PLAN FOR
JOINT
8" SMOOTH DOWELLS, 2 PER JOINT
CURB RUBBED FINISH,
FACE
PAVEMENT,SEE LAYOUT
PAVING MATERIAL.
1" DEEP SCORE JT
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2 -LIFTS
COMPACTED SUBGRADE
11E111 I I III III III III III III II I I I
COMPACTED SUBGRADE
SECTION ELEVATION
COMPACTED SOIL
BALES
PER
STRUCTURE.
NOTE: ALL CONCRETE PAVING SHALL
HAVE FIBERMESH REINFORCING AND
ALIGN WITH JOINTS IN WALK, TYPICAL
d
d
1' 6" 1 6
i l/
PAVEMENT INSIDE RIGHT -OF -WAY
SILT CONTROL
1 6
NET POST DETAIL
CO NCRETE CURB
8
ASPHALT PAVING
SCALE: 1/2" 1' 0"
SCALE: 1" 1' -0"
SCALE 1/2" 1' 0"
SCALE: 1" 1' 0"
SCALE: 1' 1'-0"
SAND BAGS
8 HIGH
Z
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REQUIRE
Q U E
C U THE
R N
EROSION
CONTROL
TENNIS COURT SURFACE
STAINLESS
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CURB
REFER TO LAYOUT PLAN FOR WIDTH
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BAR AT ENDS OF FABRIC
1 5/8" O.D. HORIZONTAL BRACE RAIL
1 5/8 O D- TOP RAIL
5/8" O.D. O.D. GATE POST
1 1/2" 6"
2 R PAVEMENT NT E E SURFACE,
CE,
SEE PLANS
20"
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STEEL
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COMPACTED SUBGRADE
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AND POST TOP
LINE POST AND
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FRAME
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BLANKET
DIRECTIONS
3 BLANKET
LININGS REQUIRE A 2 MIN. OVERLAP
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L JOINTS AND SIDE SLOPES
P OVERLAPS
RA WHERE RA OCCUR.
OVERLAP, E E OVE L S
BLANKET SHALL OVERLAP THE
BLANKE S LL OVE LA E
AMERICAN N
THAN NORTH GREEN
ARE INSTALLED FOLLOW THE INSTALLATION
RECOMMENDED BY THE MANUFACTURER.
FOR SC150 EROSION
6" SMOOTH DOWELL ®2' O.C.
I -I I i
#4 BARS S
B
1 EXPANSION INT
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WITH
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NOTES:
OE
AW T
SAW CUT JOINTS UB 1 ,PIA
INT IN CURB T
U 0 C O OC TYPICAL
C
TOOL JOINTS IN WALK
OOL JO S L
EXPAN I N JOINTS AT TYPICAL
SO J T A
0 S 50 OC C L
ALL CONCRETE PAVING SHALL HAVE
FIBERMESH REINFORCING
CONTROL JOINTS 6' 0 C FOR 6' WALK
8' 0/C FOR 8' WALK
AN
ANCHOR
CO
CONCRETE FOOTING
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10' -0"
TRUSS BAR
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TYPICAL
I L 4,-O"
3/8" DIA. TRUSS
CORNERS
ROD 10" 10"
8"
STAPLES PER SQ. YD.
il,_ 3.5
DRAINAGE STRUCTURE PROTECTION
15
ANCHOR FOOTING DETAIL
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CONCRETE RB WALK CU
FENCE AND GATE
SCALE 1/2" 1'- 0"
SCALE: 1 1' 0"
SCALE: 1/2" 1' 0"
SCALE 1/2" 1' 0"
SCALE 1/8" 1' 0"
1 8"
18" 18" 18" 4"
1 -1 2" #11 ASPHALT SURFACE
ASPHALT TACK COAT
i
5 ASPHALT
BINDER, PLACED IN
2 2 1 /2 LIFTS
AGGREGATE
-SYNTHETIC TENNIS COURT BASE SURFACES, SEE
FOR 38" LATEX
OR E TENN S COLOR COAT. TRACK SURFACE
1" #11 ASPHALT SURFACE
ASPHALT TACK COAT
2" ASPHALT BINDER
4'
WHITE
N
�O
RED
N
BLACK
DO NOT
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RED
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WHITE
:LACK
BLACK
PARKING
WHITE
BLUE
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TYPE 2
TE WHITE
TYPES TYPE 4
12"
4'
PAVEMENT
WHITE
TYPE 1
GEOTEXTILE
FABRIC
MAINTAIN 2'-O" OF
POST 18"
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Al.
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ALUMINUM DO PANEL SIGN
WITH FRAME. 1 6 RE SIGN
SQUARE
LETTERING AND GRAPHICS ONE O
SIDE ONLY
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2 3" LIFTS
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7”
2" X 2 ALUMINUM SQUARE POST TYPE 5
CONCRETE FOOTING 1' -2" SQ.
FORMED SQUARE TOP
1 1/2" TOOLED EDGE.
"N'1 1 i11'
I FLOW
MIN. DEPTH
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COMPACTED SUBGRADE
II III I III= I II III III —III—
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8 #53 COMPACTED
PLACED IN 2 4" LIFTS
111
COMPACTED SUBGRADE
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II
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COMPACTED SUBGRADE
COMPACTED
TYP.
NOTES:
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SLOPE TO DRAIN.
`1 )RROUNDING SURFACE
VARIE SEE PLANS.
UNDERDRAINS IN NON -PAVED AREAS
SHALL HAVE A MINIMUM COVER OF 18"
UNLESS NOTED OTHERWISE.
SOIL
El
PAVEMENT UNDERDRAIN
SILT FENCE
S I G N D E TA I LS
H. ASPHALT PAVEMENT
TENNIS COURT SURFACE
SCALE 1/2 1 0
SCALE: 1" 1' 0"
NO SCALE
SCALE: 1" 1' 0"
SCALE 3/4" 1' 0"
UTILITY
APPROVED
UTILITY
PIPE
INV.
NOTE: STOOP IS 1' -6" WIDER
#4 SMOOTH
DOWEL
1/2"
MEDIUM
PERPENDICULAR
OF
THAN DOOR OPENING, BOTH
DOWEL 12 LENGTH GREASE
CAP 3' O.C. TYP. 2" CLR. TOP
EXP. JT. MATERIAL°
CONCRETE BROOM FINISH
TO DIRECTION
TRAFFIC
S LOPE PER PLANS
S E E PLANS
SIDES,
UNLESS DIMENSIONED OTHERWISE ON
FACE OF BUILDING
SET SLAB 1/4" BELOW FLOOR ELEV.
1/2 SEALANT
1/2 EXP. JT. MATERIAL
SEE ARCH. DRAWINGS
COORDINA EDGE OF FLOOR
SLAB W BUILDING CONTRACTOR
PLANS-
30
RAISED CONCRETE CONCRETE
CURB CURB WALK
co'
`EXPANSION
RAISED CONCRETE 1i
S O
CURB zo o
yQ G,�c.
c;
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6,' ALIGN CENTER OF
LANDING WITH CENTER
OF HANDICAP
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EDGE OF PAVEMENT
K y y /fir N
H
FACE OF CURB
D
TOOLED CONTROL JOINT FILL WITH JOINT SEALER
D/4 EXPANSION JOINT FILLER
ALUMINUM SIGN
OPAQUE RED BACKGROUND
WHITE LETTERS &OUTLINE
w
N
1/8"
D
CONTROL JOINT
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-WALKS
IDENTIFICATION
TAPE
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11 4 0,..6. 4 0.
17�
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IDENTIFICATION
TAPE
BACKFILL
SCORE JOINTS SPACING 8 -0 MAX-
SCORE JOINTS SHALL FORM SQUARES
WHENEVER POSSIBLE OR AS SHOWN
ON PLAN.
JOINT
ABUTS VERTICAL
SPACING AT 40
SEALANT 1 /2
1 /2 EXP. JT.
1 1/2" TOOLED
EDGE
4" 4"
O.C. LUBRICATE THIS END
EXPANSION JOINT
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CRUSHED
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#11
STONE, 6 MAX.
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SEE GRADING
PLAN FOR
SIZE
SEE GRADING
PLAN FOR
ELEV.
WHERE PAVING
SURFACE AND
1 1 /2 TOOLED SCORE JT.,
-0 MAX. O.C., 1 4 DEPTH OF PAVEMENT
DEEP T/
DOLED JOINTS NOT
ACHIEVING 1 /4 DEPTH OF
MATERIAL PAVEMENT WILL BE SAWCUT.
ALL CONCRETE PAVING SHALL HAVE
FIBERMESH REINFORCING.
al
0_1
r
LIFTS
11 CRUSHED
o
10•
1
iA
�I
S TONE BEDDING
4-1
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HAVE
1 =11=1
L o
#4 SMOOTH DOWELS ®2 0/C
=1;1,1
z
i
r
III III
X111 =11
11
W II
6
FIBERMESH
III- 2 #4 BARS
CONTINU
•II
BUILDING FOUNDATION
SEE STRUCTURAL
DR WINGS
2 ALUMINUM POST WITH CAP
c v
6" MIN.
12"MAX.
NOTE STARTING 5' -0" FROM EDGE OF CURB, #53 AGGREGATE
BACKFILL REQUIRED FROM TOP OF BEDDING TO
TOP OF SUBGRADE UNDER PAVED AREAS.
I 3 SIDES
1' -4" O.C.
STOOP FOOTING C
TYP. 3 SIDES M INIMUM 6" COORDINATE PLACEMENT
8 AGGREGATE OF BARS IN FOOTING W/
PAVING SHALL
REINFORCING.
2"
�l►'
2"
CONCRETE PAVING
LIGHT BROOM FINISH
FINISH GRADE
I
W TYPICAL UNLESS
z OTHERWISE NOTED.
BROOM TRANSVERSE
4
N
u
o `er
a
TO DIRECTION OF TRAVEL
4" COMPACTED AGGREGATE LEVELING COURSE.
#53
1 -111 -1 11 -1 I I I i 1 11=' I I Ifi l i t 1 1 I I
;11,;,111,;,111
SECTION COMPACTED SUBGRADE
PIPE BEDDING AND BACKFILL
STOOP DETAIL
13
STOP SIGN DETAIL
IN -LINE HANDICAP RAMP
CONCRETE WALK &PAVEMENT
SCALE 1/4" 1' 0"
SCALE 1" 1' -0"
SCALE: 1/4" T 0"
SCALE 3/4" 1' 0"
SCALE: 1/2" 1' 0"
ti‘c Guire 4, .4
%f
Master Planning
Architecture
Landscape Architecture
Engineering
Interior Design
8450 Westfield Boulevard
Suite 200
Indianapolis, Indiana 46240
317.842.0000
Fax 317.722.0930
www.omscorp.net
6765 North State Road 37
P.O. Box 2149
Bloomington, Indiana 47402
812.876.2020
Fax 812.876.2047
CERTIFIED
4)1 F0
o
CERTIFIED
REVISIONS
Q
Z
Z
J
W
U
Copyright 2002
by THE ODLE McQJRE SHOOK CORPORATION
Copyright includes ard ittecttral work, bulking design,
plans or drawings, and specifications. Architectural
work is the overal form as wel as the arrangement
and composition of spaces and elements in the design.
Reproduction without written permission is prohibited.
PROJECT: 02051
DATE: DECEMBER 5, 2002
DRAWN BY: GBM
CHECKED BY: BWR
DESIGNED BY: GBM
L104
SITE DETAILS