HomeMy WebLinkAbout1994 L107 Site DetailsD
d (MIN.)
27" SMALLER
3
30" TO 60")
4
66" LARGVR
6
NTS
12" MIN.
1/6 o.d.
d
NOTE: ALL INTITAL BACKFILL SHALL
BE INSTALLED IN 6" TO 12"
BALANCED LIFTS
PIPE BEDDING BACKFILL DETAIL
FLOW
COMPACTED SOIL
INLET SEDIMENT FILTER DETAIL
NTS
NTS
081tIgUIR
0
NTS
NTS
SECTION A
0
#5 BAR 1 6" LONG W/ 3/4"
HOLE CAST.
1" BEVELED EDGE CONT.
6"
2x2 WOOD STAKE
STRAW BALE
GRATE
STORM INLET
STRUCTURE
NOTE: STRAW BALES TO BE STAKED-2 STAKES
PER BALE MINIMUM-4 BALES PER STRUCTURE
BOUND W/WIRE
a
30' DIA.
BARRIER POST DETAIL
PRECAST CONC. PARKING BARRIER
Al2 #3 REBARS.(4000 PSI CONC.)
DEPTH OF BEDDING
MATERIAL BELOW PIPE
COMPACTED GRAN
MATERIAL PER APP1ICABLE
D.O.T. REQUIREMENTt
#8 CRUSHED STONE 0 EQUAL
CLASS 1 GRANULAR BEDbING
MATERIAL HAND TAMPENED
OR WALKED INTO PLACE
PLAN
NOTE:
STRAW BALES
SHALL BE PLACED
AND MAINTAINED IN
SWALE SO TO PREVENT SILT
AND DEBRIS FROM ENTERING INTO
DOWNSTREAM DRAINAGE FACILITIES DURING
CONSTRUCTION. THEY SHALL REMAIN IN PLACE
UNTIL ADEQUATE VEGETATION IS ACHIEVED
WITHIN THE SITE. SUCH STRAW BALES SHALL
BE FIRMLY SECURED TO THE GROUND WITH
FENCING.
EROSION CONTROL DETAIL
El 5
6' I.D. STANDARD WEIGHT
STEEL PIPE FILL W/CONCRETE
8, PAINT 2 COATS (COLOR TO BE
SELECTED).
1' WASH
CONCRITE FOOT
CURB, BLDG., EDGE OF PVMENT.,
OR STRIPES.
COMPACTED SUBGRADE
#4 REBAR 0 24" O.C.
18" LONG
#4 REBAR CONT. 0
TOP BOT.
NTS
FENCE STAKES
ISLAND CURB PAVER DETAIL
17
L107
7
Ll
PRECAST CONC. PARKING BARRIER 19
L107
TOOLED EDGE
190
lIIi
3"
6
4" CONC. WALK
SEE DETAIL
NTS
NTS
NTS
APPLIED ANTI SPALLING
COMPOUND
1" RADIUS TOOLED ROUND EDGE
WiX
4.
NOTE:
CURB PROFILE INDICATES DRAINAGE
AWAY FROM CURB, SEE DASHED LINE
FOR DRAINAGE TO CURB.
CONCRETE CURB GUTTER
TOOLED CONT. JT. 1/8"
WIDE, MIN. 1" DEPTH
it•IA.•
ImmidiPROt.
11-411na---mibmam
=---11110-11111i.E-111110111E-11111
6"
I 11
0
I
3
6"
=4-
DRAINAGE FILL
#4 REBAR 0 24" O.C.
0 18" LONG
#4 REBAR CONT. 0
TOP BOT.
TOOLED EDGE
6"
#4 REBAR CONT. 0
TOP BOT.
611 1-1111-.V.: 111.-M11 IIMMININIVNIIMII-m11111.0.11111C-111110-191
0
CONCRETE CURB DETAIL
;1114.1 Alie 1 ,11 11.2111jill I Ville_
#4 REBAR 0 24" 0.C.
0 18" LONG
1" MASON SAND BEDDING COURSE
6" COMPACTED LIMESTONE FINES
COMPACTED SUBGRADE
0
0
PAVER RUNNING BOND
FACE OF CURB DIMENSION
PER SITE LAYOUT PLAN.
1" R.
SLOPE 1/4" /FOOT
12"
0
18"
I
3"
6"
0
COMPACTED SUBGRADE
APPLIED ANTI SPALLING
COMPOUND
1" RADIUS TOOLED ROUND EDGE
PVMT.
4
APPLIED ANTI SPALLING
COMPOUND
1" RADIUS TOOLED ROUND EDGE
PVMT.
6" CONCRETE CURB DETAIL
1/2" PREFORMED
EXP. JOINT
DRAINAGE FILL
13
L107
---ulm
0 0
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WOW.
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ilimiiiimiirmito 1 .A1 Illi 1
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1111ENWIllm-11111 in wmpiff
1111101111m1111E
1111
0' 0
4" CONC. SLAB
W/6x6 10/10 W.W.F.
NTS
6"
ROLLED SIDE FACE DETAIL
NTS
BLDG. FACE
1/2' PREFORMED
EXPANSION JT.
(SEE DETAIL)
NTS
WHEELCHAIR RAMP DETAIL
TOOLED CONTROL JTS. 1/8"
WIDE, MIN. 1 1/4" DEPTH
APPLIED ANTI SPALLING
COMPOUND
NTS
90' UNLESS OTHERWISE INDICATED
NTS
SEE PLAN FOR SLOPE
STOOP LEVEL W/
FINISH FLOOR ELEV.
#4 REBAR 20' LONG
12' O.C.
4' DRAINAGE FILL
TURN SLAB l'-6' DOWN
OUTER SIDES BELOW
FINISH GRADE OR
PVMT.
SELF LEVELING
SEALANT
1/2" PREFORMED
EXPANSION JT.
CONCRETE PVNT.
ROLLED SIDE
FACE IV BROOM
FINISH
SIDEWALK PLAN DETAIL
0
I.
#4 REBAR CONT.
TOP BOT.
0 9 0 e
Th N 7"
r (ip
‘77\ \--0 7
—11111-11111=11111-11111-11111_11111 1111111111_ 1111 1111_1111_11111
1=1 11112111f
1E111E1111 :411111L
11 E 11111E-- 11111-7-
6" CONCRETE SLAB DETAIL
0
0
EXPANSION PLAN DETAIL
1/2'PREFORMED
EXPANSION JOINT.
<SEE DETAIL)
APPLIED ANTI SPALLING
COMPOUND
4"CONCRETE SLAB W/
6X6 10/10 W.W.F. W/
LIGHT BROOM FINISH
CONCRETE STTOP DETAIL
=llIiFMHlirnI
K-11111o.11111-m1MINIII
RU-11111t
1
MI:41111 74111111109
01111E-111112111111E11111E-.1111M.
1111
6"
#4 REBAR 0 24" O.C.
V-0" LONG
0
0
0.
6"
6" COCN. SLAB W/2 LAYERS
OF 6X6 6/6 W.W.F. BROOM FINISH.
CONTROL JTS. 0 1O'-O" 0.C. EXP.
JTS. 40'-O" 0.C. MAX.
SEE DETAIL
3"
WELL COMPACTED SUBSOIL
NOTE: CONTROL JTS.
EXPANSION JTS. SPACING
MAY VARY. THE DIMENSIONS
ABOVE ARE MAXIMUM. SEE
PLANS FOR ANY VERIATIONS
EITHER INDICATED OR IMPLIED.
"=•.'4 I
L107
7
6
L107
ROL JOINT
DETAIL
'to
APPLIED ANTI SPALLING
COMPOUND
1" RADIUS ROUND EDGE
PVMT.
SH FINISH ACROSS DIRECTION OF
L UNLESS NOTED OTHERWISE
TEEL TROWEL FINISH
RUBBED FINISH TOP FACE OF CURB
BUILDING FACE OR
CONCRETE PVMT,
EXTEND JT. MATERIAL
TO BOTTOM OF PAVEMENT
1/2' RADIUS ROUND TOOLED EDGE (TYP.)
APPLIED ANTI SPALLING
COMPOUND
4' CONC. WALK
SEE DETAIL
SEE PLAN FOR SLOPE
Cu
WELL COMPACTED SUBSOIL
L107
NTS
RESERVED
PARKI \G
NTS
NTS
MEWM:WAS5:5M5
4:411-44
,7.614,4; INV.
fit e
-11—E-11111-z- 11111E11111E-11111E-11111E111111=31111.51111E 11111E11111E .111
IIIIMIE-11111-21111101111M1111 Ell!!!-
12-11111E-1111C-11111E-1111E11111
11M-11111EIME
LIGHT DUTY ASPHALT
•1•11:711141' 41!
ti e 41•6•0?,:•. 41 41'
r-ft■*".
ifirlf■e;••0
e 0.,:e Virs
Wee' :11.INatir:;:".!!:•.
•.s•••• INri44'.e
rvf.,
Quimmy-elimmommoommEime
L...mow-gram=--111-
11=_:...
F-
HEAVY DUTY ASPHALT
NTS
TOOLED CONTROL JTS. 1/8"
WIDE, MIN. 1" DEPTH
APPLIED ANTI SPALLING
COMPOUND
NTS
12"
18" R
TACK COAT
all LW. III -MN II W M I
MI1E111=111 N I 0- 10.
MM 1110 1110 MEAL
E--111111
ALUMINUM
METAL (SIGN)
GREEN -ILLUMINATING
TAPE (LETTERS)
BLUE -ILLUMINATING
TAPE (SYMBOL BLOCK)
ALUMINUM SIGN
(VAN ACCESSABLE)
12' 2LB. STEEL SIGN
POST (PAINTED)
PROVIDE 1" SLOPE AT
TOP OF FOOTING IF
NOT IN CONC. WALK
WHITE -ILLUMINATING
TAP (BACKGROUND)
GREEN -ILLUMINATING
TAPE (ARROW)
12"0 x 3'-6" CONC.
FOOTING. RECESS
FOOTING BELOW
CONC. WALK 4"
GREEN -ILLUMINATING
TAPE (BORDER)
HANDICAP PARKING SIGN DETAIL
HANDICAP PARKING SYMBOL DETAIL
"s.
LEVAT
NOTE: ALL STRIPES TO BE
4" PAINTED
1" SURFACE COURSE (#11B IDOT)
3" BINDER COURSE (#9 IDOT)
6" #53 STONE BASE (IDOT)
COMPACTED WELL
DRAINED SUBSOIL
1" SURFACE COURSE (#11B IDOT)
4" CONCRETE SLAB DETAIL
3" BINDER COURSE (#9 IDOT)
12" #2 STONE SUBBASE (IDOT)
COMPACTED WELL
DRAINED SUBSOIL
0
4" CONC. SLAB W/6X6 10X10
W.W.F. BROOM FINISH. CONTROL
JTS. 0 10'-0" 0.C. MAX EXP.
JTS. 0 40'-0" O.C. MAX.
SEE DETAIL
NOTE: CONTROL JTS.
EXPANSION JTS. SPACING
MAY VARY. THE DIMENSIONS
ABOVE ARE MAXIMUM. SEE
PLANS FOR ANY VERIATIONS
EITHER INDICATED OR IMPLIED
95% STD. PROCTOR MAX. DRY DENSITY
3
4
L107
=Architects
Engineers&Interiors
9100 Keystone Crossing
Suite 200
Indianapolis, Indiana 46240
317.848.7800
FAX 317.574.0957
Arctiltecture
Engineering
Land Flanning
Historic Architecture
Landscape Architecture
interior Design
Space Manning
6Copyright 1993
Scope
Drawings
These drawings indicate the general scope of the
protect in terms of architectural design concept
the dimensions of the building, the major architee—
tural elements one the type of structured mechani—
cal, electrical systems The drawings do not
necessarily indicate Or descnbe all work required
for full performance and completion of the require—
ments at the Contract On the basis of the general
scope Indicated or described. the trade contrac—
tor's shall furnish all items required for the proper
enecution and completion ot the want
Revisions
Date
12/30/93
(i)
LU
LLJ
F-
(f)
Drawn By
RRO
Checked By
GANEY
z
0
0
z
LiJ
0
z
z
0
F-
0
0
V
Sheet No.
Of
L107
Sheets
11
ill
1
CON
SEE
BRU
TRA'
S
N JOINT
EXPANSIO N
SEE DETAIL
9
L107
NTS
12" MIN.
1/6 o.d.
d
NOTE: ALL INTITAL BACKFILL SHALL
BE INSTALLED IN 6" TO 12"
BALANCED LIFTS
PIPE BEDDING BACKFILL DETAIL
FLOW
COMPACTED SOIL
INLET SEDIMENT FILTER DETAIL
NTS
NTS
081tIgUIR
0
NTS
NTS
SECTION A
0
#5 BAR 1 6" LONG W/ 3/4"
HOLE CAST.
1" BEVELED EDGE CONT.
6"
2x2 WOOD STAKE
STRAW BALE
GRATE
STORM INLET
STRUCTURE
NOTE: STRAW BALES TO BE STAKED-2 STAKES
PER BALE MINIMUM-4 BALES PER STRUCTURE
BOUND W/WIRE
a
30' DIA.
BARRIER POST DETAIL
PRECAST CONC. PARKING BARRIER
Al2 #3 REBARS.(4000 PSI CONC.)
DEPTH OF BEDDING
MATERIAL BELOW PIPE
COMPACTED GRAN
MATERIAL PER APP1ICABLE
D.O.T. REQUIREMENTt
#8 CRUSHED STONE 0 EQUAL
CLASS 1 GRANULAR BEDbING
MATERIAL HAND TAMPENED
OR WALKED INTO PLACE
PLAN
NOTE:
STRAW BALES
SHALL BE PLACED
AND MAINTAINED IN
SWALE SO TO PREVENT SILT
AND DEBRIS FROM ENTERING INTO
DOWNSTREAM DRAINAGE FACILITIES DURING
CONSTRUCTION. THEY SHALL REMAIN IN PLACE
UNTIL ADEQUATE VEGETATION IS ACHIEVED
WITHIN THE SITE. SUCH STRAW BALES SHALL
BE FIRMLY SECURED TO THE GROUND WITH
FENCING.
EROSION CONTROL DETAIL
El 5
6' I.D. STANDARD WEIGHT
STEEL PIPE FILL W/CONCRETE
8, PAINT 2 COATS (COLOR TO BE
SELECTED).
1' WASH
CONCRITE FOOT
CURB, BLDG., EDGE OF PVMENT.,
OR STRIPES.
COMPACTED SUBGRADE
#4 REBAR 0 24" O.C.
18" LONG
#4 REBAR CONT. 0
TOP BOT.
NTS
FENCE STAKES
ISLAND CURB PAVER DETAIL
17
L107
7
Ll
PRECAST CONC. PARKING BARRIER 19
L107
TOOLED EDGE
190
lIIi
3"
6
4" CONC. WALK
SEE DETAIL
NTS
NTS
NTS
APPLIED ANTI SPALLING
COMPOUND
1" RADIUS TOOLED ROUND EDGE
WiX
4.
NOTE:
CURB PROFILE INDICATES DRAINAGE
AWAY FROM CURB, SEE DASHED LINE
FOR DRAINAGE TO CURB.
CONCRETE CURB GUTTER
TOOLED CONT. JT. 1/8"
WIDE, MIN. 1" DEPTH
it•IA.•
ImmidiPROt.
11-411na---mibmam
=---11110-11111i.E-111110111E-11111
6"
I 11
0
I
3
6"
=4-
DRAINAGE FILL
#4 REBAR 0 24" O.C.
0 18" LONG
#4 REBAR CONT. 0
TOP BOT.
TOOLED EDGE
6"
#4 REBAR CONT. 0
TOP BOT.
611 1-1111-.V.: 111.-M11 IIMMININIVNIIMII-m11111.0.11111C-111110-191
0
CONCRETE CURB DETAIL
;1114.1 Alie 1 ,11 11.2111jill I Ville_
#4 REBAR 0 24" 0.C.
0 18" LONG
1" MASON SAND BEDDING COURSE
6" COMPACTED LIMESTONE FINES
COMPACTED SUBGRADE
0
0
PAVER RUNNING BOND
FACE OF CURB DIMENSION
PER SITE LAYOUT PLAN.
1" R.
SLOPE 1/4" /FOOT
12"
0
18"
I
3"
6"
0
COMPACTED SUBGRADE
APPLIED ANTI SPALLING
COMPOUND
1" RADIUS TOOLED ROUND EDGE
PVMT.
4
APPLIED ANTI SPALLING
COMPOUND
1" RADIUS TOOLED ROUND EDGE
PVMT.
6" CONCRETE CURB DETAIL
1/2" PREFORMED
EXP. JOINT
DRAINAGE FILL
13
L107
---ulm
0 0
\s\ dioll2e;
WOW.
_AI. 46.i
Err. •••40
ilimiiiimiirmito 1 .A1 Illi 1
m lit- Elm mom
1111ENWIllm-11111 in wmpiff
1111101111m1111E
1111
0' 0
4" CONC. SLAB
W/6x6 10/10 W.W.F.
NTS
6"
ROLLED SIDE FACE DETAIL
NTS
BLDG. FACE
1/2' PREFORMED
EXPANSION JT.
(SEE DETAIL)
NTS
WHEELCHAIR RAMP DETAIL
TOOLED CONTROL JTS. 1/8"
WIDE, MIN. 1 1/4" DEPTH
APPLIED ANTI SPALLING
COMPOUND
NTS
90' UNLESS OTHERWISE INDICATED
NTS
SEE PLAN FOR SLOPE
STOOP LEVEL W/
FINISH FLOOR ELEV.
#4 REBAR 20' LONG
12' O.C.
4' DRAINAGE FILL
TURN SLAB l'-6' DOWN
OUTER SIDES BELOW
FINISH GRADE OR
PVMT.
SELF LEVELING
SEALANT
1/2" PREFORMED
EXPANSION JT.
CONCRETE PVNT.
ROLLED SIDE
FACE IV BROOM
FINISH
SIDEWALK PLAN DETAIL
0
I.
#4 REBAR CONT.
TOP BOT.
0 9 0 e
Th N 7"
r (ip
‘77\ \--0 7
—11111-11111=11111-11111-11111_11111 1111111111_ 1111 1111_1111_11111
1=1 11112111f
1E111E1111 :411111L
11 E 11111E-- 11111-7-
6" CONCRETE SLAB DETAIL
0
0
EXPANSION PLAN DETAIL
1/2'PREFORMED
EXPANSION JOINT.
<SEE DETAIL)
APPLIED ANTI SPALLING
COMPOUND
4"CONCRETE SLAB W/
6X6 10/10 W.W.F. W/
LIGHT BROOM FINISH
CONCRETE STTOP DETAIL
=llIiFMHlirnI
K-11111o.11111-m1MINIII
RU-11111t
1
MI:41111 74111111109
01111E-111112111111E11111E-.1111M.
1111
6"
#4 REBAR 0 24" O.C.
V-0" LONG
0
0
0.
6"
6" COCN. SLAB W/2 LAYERS
OF 6X6 6/6 W.W.F. BROOM FINISH.
CONTROL JTS. 0 1O'-O" 0.C. EXP.
JTS. 40'-O" 0.C. MAX.
SEE DETAIL
3"
WELL COMPACTED SUBSOIL
NOTE: CONTROL JTS.
EXPANSION JTS. SPACING
MAY VARY. THE DIMENSIONS
ABOVE ARE MAXIMUM. SEE
PLANS FOR ANY VERIATIONS
EITHER INDICATED OR IMPLIED.
"=•.'4 I
L107
7
6
L107
ROL JOINT
DETAIL
'to
APPLIED ANTI SPALLING
COMPOUND
1" RADIUS ROUND EDGE
PVMT.
SH FINISH ACROSS DIRECTION OF
L UNLESS NOTED OTHERWISE
TEEL TROWEL FINISH
RUBBED FINISH TOP FACE OF CURB
BUILDING FACE OR
CONCRETE PVMT,
EXTEND JT. MATERIAL
TO BOTTOM OF PAVEMENT
1/2' RADIUS ROUND TOOLED EDGE (TYP.)
APPLIED ANTI SPALLING
COMPOUND
4' CONC. WALK
SEE DETAIL
SEE PLAN FOR SLOPE
Cu
WELL COMPACTED SUBSOIL
L107
NTS
RESERVED
PARKI \G
NTS
NTS
MEWM:WAS5:5M5
4:411-44
,7.614,4; INV.
fit e
-11—E-11111-z- 11111E11111E-11111E-11111E111111=31111.51111E 11111E11111E .111
IIIIMIE-11111-21111101111M1111 Ell!!!-
12-11111E-1111C-11111E-1111E11111
11M-11111EIME
LIGHT DUTY ASPHALT
•1•11:711141' 41!
ti e 41•6•0?,:•. 41 41'
r-ft■*".
ifirlf■e;••0
e 0.,:e Virs
Wee' :11.INatir:;:".!!:•.
•.s•••• INri44'.e
rvf.,
Quimmy-elimmommoommEime
L...mow-gram=--111-
11=_:...
F-
HEAVY DUTY ASPHALT
NTS
TOOLED CONTROL JTS. 1/8"
WIDE, MIN. 1" DEPTH
APPLIED ANTI SPALLING
COMPOUND
NTS
12"
18" R
TACK COAT
all LW. III -MN II W M I
MI1E111=111 N I 0- 10.
MM 1110 1110 MEAL
E--111111
ALUMINUM
METAL (SIGN)
GREEN -ILLUMINATING
TAPE (LETTERS)
BLUE -ILLUMINATING
TAPE (SYMBOL BLOCK)
ALUMINUM SIGN
(VAN ACCESSABLE)
12' 2LB. STEEL SIGN
POST (PAINTED)
PROVIDE 1" SLOPE AT
TOP OF FOOTING IF
NOT IN CONC. WALK
WHITE -ILLUMINATING
TAP (BACKGROUND)
GREEN -ILLUMINATING
TAPE (ARROW)
12"0 x 3'-6" CONC.
FOOTING. RECESS
FOOTING BELOW
CONC. WALK 4"
GREEN -ILLUMINATING
TAPE (BORDER)
HANDICAP PARKING SIGN DETAIL
HANDICAP PARKING SYMBOL DETAIL
"s.
LEVAT
NOTE: ALL STRIPES TO BE
4" PAINTED
1" SURFACE COURSE (#11B IDOT)
3" BINDER COURSE (#9 IDOT)
6" #53 STONE BASE (IDOT)
COMPACTED WELL
DRAINED SUBSOIL
1" SURFACE COURSE (#11B IDOT)
4" CONCRETE SLAB DETAIL
3" BINDER COURSE (#9 IDOT)
12" #2 STONE SUBBASE (IDOT)
COMPACTED WELL
DRAINED SUBSOIL
0
4" CONC. SLAB W/6X6 10X10
W.W.F. BROOM FINISH. CONTROL
JTS. 0 10'-0" 0.C. MAX EXP.
JTS. 0 40'-0" O.C. MAX.
SEE DETAIL
NOTE: CONTROL JTS.
EXPANSION JTS. SPACING
MAY VARY. THE DIMENSIONS
ABOVE ARE MAXIMUM. SEE
PLANS FOR ANY VERIATIONS
EITHER INDICATED OR IMPLIED
95% STD. PROCTOR MAX. DRY DENSITY
3
4
L107
=Architects
Engineers&Interiors
9100 Keystone Crossing
Suite 200
Indianapolis, Indiana 46240
317.848.7800
FAX 317.574.0957
Arctiltecture
Engineering
Land Flanning
Historic Architecture
Landscape Architecture
interior Design
Space Manning
6Copyright 1993
Scope
Drawings
These drawings indicate the general scope of the
protect in terms of architectural design concept
the dimensions of the building, the major architee—
tural elements one the type of structured mechani—
cal, electrical systems The drawings do not
necessarily indicate Or descnbe all work required
for full performance and completion of the require—
ments at the Contract On the basis of the general
scope Indicated or described. the trade contrac—
tor's shall furnish all items required for the proper
enecution and completion ot the want
Revisions
Date
12/30/93
(i)
LU
LLJ
F-
(f)
Drawn By
RRO
Checked By
GANEY
z
0
0
z
LiJ
0
z
z
0
F-
0
0
V
Sheet No.
Of
L107
Sheets