HomeMy WebLinkAboutL-601 Site Details & Plan Enlargements_0
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FUTURE SIDEWALK
12' -0"
PAVING PLAN ENLARGE
3/16° 1' -0"
MENT
22' -8"
CONCRETE -I
WALK SEE CIVIL
DWGS.
R
CD
N
DETAIL
30' -0"
Pt
2' -0"
LIMESTONE CAP
DRIP EDGE 3/8" DEEP, 3/8"
WIDE (TYP.)
FLASHING
1/2" DIA. S.S. ANCHOR 3
ANCHORS PER CAP PIECE
HORIZONTAL REINFORCING
EVERY OTHER COURSE
8"X8"X16" CMU GROUT
CORES FULL
4" BRICK VENEER
#5 REBAR AT 16" O.C.
BOLLARD (BEYOND)
SEE 2/L -602
WEEP HOLE, TIE INTO BRICK
JOINTS C� 2' O.C.
1/2" EXPANSION JOINT(TYP.)
6" CONCRETE WALK CURB
6" CONCRETE SLAB
1/2" EXPANSION
JOINT(TYP.) I
#5 REBAR
TRASH ENCLOSURE DETAIL
8"
NI 6" STONE BASE
COMPACTED SUBGRADE
1' -0 1/47
f)
NOTE:
SEE LANDSCAPE PLAN L -202 FOR PLANT MATERIAL AND DETAILS.
METAL HANDLE(TYP.)
5' -11 1/2"
METAL FOOT BOLT
1/2" 5' -11 1/2" 1; 0 1/4"
L
1 I
11 11
11
11 II
METAL LATCH
METAL HANDLE(TYP.) GATE FRAME (SHOWN DASHED)
1X6 CEDAR PAINTED(TYP.)
TRASH ENCLOSURE DOUBLE GATE ELEVATION
2X4 CEDAR PAINTED(TYPICAL BOTH SIDES)
1X6 CEDAR PANTED(TYP.)
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2X4 CEDAR PAINTED (SHOWN DASHED)
TRASH ENCLOSURE SINGLE GATE ELEVATION
PIPE BOLLARD(TYP.)
SEE DETAIL 2 /L- 601
E.J. I I
6" CURB -SEE
ID DETAIL 8/L -601 E.J.
L -601
6" SLAB
E.J.
3 E.J.(TYP.)
O
PLAN ENLARGEMENT
CHAIRBACK CURB SEE CIVIL DWGS.
30' -0"
RPOPOS`
BUILDING
30' -0"
(TYP.)
PROPERTY LINE
ASPHALT PAVEMENT
SEE CIVIL DWGS.
2' -O"
PIPE BOLLARD
GATE DETAIL
LIMESTONE CAP
DRIP EDGE 3/8" DEEP, 3/8"
WIDE (TYP.)
FLASHING
1/2" DIA. S.S. ANCHOR 3
ANCHORS PER CAP PIECE
8 "X8 "X16" CMU GROUT
CORES FULL
HORIZONTAL REINFORCING
EVERY OTHER COURSE
4" BRICK VENEER
#5 REBAR AT 16" O.C.
WEEP HOLE, TIE INTO BRICK
JOINTS 2 O.C.
1/2" EXPANSION JOINT
6" CONCRETE SLAB
L 6" STONE BASE
COMPACTED SUBGRADE
#5 REBAR
TRASH ENCLOSURE DETAIL
1X6 CEDAR PAINTED (TYP.)
GATE FRAME
STEEL HINGE
2 "X2 "X1/4" SQUARE METAL
TUBE WELD TO ANGLE
3"X3 "X1/4" METAL ANGLE
WELD TO METAL ANCHOR
3/8" DIA. METAL ANCHOR
4' BRICK VENNER
30' -0"
o
w
4" TOOL JOINT
1/2
i
TYPICAL CONCRETE WALK SECTION
LIGHT BROOM FINISH (TYP.)
JOINT SEALANT
PREFORMED JOINT MATERIAL
EXPANSION JOINT (AT WALK THICKNESS)
2" TOOL JOINT
LIGHT BROOM FINISH (TYP.)
0
111
t.
1
18' -0"
LIGHT BROOM FINISH (TYP.) PERPENDICULAR TO
FLOW OF TRAFFIC
NOTE:
SEE TYPICAL CONCRETE PAVEMENT JOINTS DETAIL
FOR JOINT REQUIREMENTS.
6" COMPACTED BASE
COMPACTED SUBGRADE
1/2"
LIGHT BROOM FINISH (TYP.)
4" TOOL JOINT
1/2
CONTRACTION JOINT
BUILDING, MANHOLE, ETC.
EXPANSION JOINT
CIP CONCRETE WALK AND JOINTS
JOINT SEALANT
PREFORMED JOINT MATERIAL
1" CONCRETE WASH
SPHERICAL CAP
11 I- 11 1 -111 -11 I—I 1 H
=1�1H 1_11 =1�1 =1�I
1' -8"
PIPE BOLLARD DETAIL
6" CIP CONCRETE SCHEDULE 40
FILLED GALV. STEEL PIPE PAINTED
BOLLARD
EXPANSION FILLER
SCHEDULED PAVEMENT SEE
CIVIL DRAWINGS
1' -8" DIAMETER CONCRETE
FOOTING
#6 X 14" LONG REINFORCED
BAR EACH WAY
STREET LIGHT
SEE L -203
VILLAGE
F
WESTCLAY
Owner /Developer
BRENWCK
BUILDIIG
Brenwick
12722 Hamilton Crossing Blvd.
Carmel, Indiana 46032
317 574 3400
Architect /Landscape Architect
Ratio Architects, Inc.
Suite 100, Schrader Building
107 South Pennsylvania Street
Indianapolis, Indiana 46204 -3684
317 633 4040
Structural Engineer
SMITH /ROBERTS ASSOCIATES, INC.
405 Massachusetts Avenue
Suite 300
Indianapolis, Indiana 46204
317 951 1043
Mechanical /Electrical Engineer
James D. Simpson Associates, Engineers, Inc.
P.O. Box 1432
Carmel, IN 46082
317 573 9995
Civil Engineer
The Schneider Corporation
12726 Hamilton Crossing Blvd.
Carmel, Indiana 46032
317 574 3797
DRAWN BY
RJR
CHECKED BY
APPROVED BY
REVISIONS
A.D.L.S. REVIEW
COPYRIGHT NOTICE: THIS ARCHITECTURAL AND
ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND
SHALL BE USED ONLY PURSUANT TO THE AGREEMENT
WITH RATIO ARCHITECTS, INC. NO OTHER USE,
DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT
PRIOR WRITTEN CONSENT OF RATIO ARCHITECTS, INC.
ALL COMMON LAW RIGHTS OF COPYRIGHT AND
A R C H I T E C T S OTHERWISE ARE HEREBY SPECIFICALLY RESERVED.
RAT I O
SHEET TITLE
SITE DETAILS AND
PLAN ENLARGEMENTS
PROJECT NO.
97043.005
DATE
Aug. 06, 1999
SHEET NUMBER
L-601
1
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FUTURE SIDEWALK
12' -0"
PAVING PLAN ENLARGE
3/16° 1' -0"
MENT
22' -8"
CONCRETE -I
WALK SEE CIVIL
DWGS.
R
CD
N
DETAIL
30' -0"
Pt
2' -0"
LIMESTONE CAP
DRIP EDGE 3/8" DEEP, 3/8"
WIDE (TYP.)
FLASHING
1/2" DIA. S.S. ANCHOR 3
ANCHORS PER CAP PIECE
HORIZONTAL REINFORCING
EVERY OTHER COURSE
8"X8"X16" CMU GROUT
CORES FULL
4" BRICK VENEER
#5 REBAR AT 16" O.C.
BOLLARD (BEYOND)
SEE 2/L -602
WEEP HOLE, TIE INTO BRICK
JOINTS C� 2' O.C.
1/2" EXPANSION JOINT(TYP.)
6" CONCRETE WALK CURB
6" CONCRETE SLAB
1/2" EXPANSION
JOINT(TYP.) I
#5 REBAR
TRASH ENCLOSURE DETAIL
8"
NI 6" STONE BASE
COMPACTED SUBGRADE
1' -0 1/47
f)
NOTE:
SEE LANDSCAPE PLAN L -202 FOR PLANT MATERIAL AND DETAILS.
METAL HANDLE(TYP.)
5' -11 1/2"
METAL FOOT BOLT
1/2" 5' -11 1/2" 1; 0 1/4"
L
1 I
11 11
11
11 II
METAL LATCH
METAL HANDLE(TYP.) GATE FRAME (SHOWN DASHED)
1X6 CEDAR PAINTED(TYP.)
TRASH ENCLOSURE DOUBLE GATE ELEVATION
2X4 CEDAR PAINTED(TYPICAL BOTH SIDES)
1X6 CEDAR PANTED(TYP.)
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11
11
11
II I
11
11
11
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2X4 CEDAR PAINTED (SHOWN DASHED)
TRASH ENCLOSURE SINGLE GATE ELEVATION
PIPE BOLLARD(TYP.)
SEE DETAIL 2 /L- 601
E.J. I I
6" CURB -SEE
ID DETAIL 8/L -601 E.J.
L -601
6" SLAB
E.J.
3 E.J.(TYP.)
O
PLAN ENLARGEMENT
CHAIRBACK CURB SEE CIVIL DWGS.
30' -0"
RPOPOS`
BUILDING
30' -0"
(TYP.)
PROPERTY LINE
ASPHALT PAVEMENT
SEE CIVIL DWGS.
2' -O"
PIPE BOLLARD
GATE DETAIL
LIMESTONE CAP
DRIP EDGE 3/8" DEEP, 3/8"
WIDE (TYP.)
FLASHING
1/2" DIA. S.S. ANCHOR 3
ANCHORS PER CAP PIECE
8 "X8 "X16" CMU GROUT
CORES FULL
HORIZONTAL REINFORCING
EVERY OTHER COURSE
4" BRICK VENEER
#5 REBAR AT 16" O.C.
WEEP HOLE, TIE INTO BRICK
JOINTS 2 O.C.
1/2" EXPANSION JOINT
6" CONCRETE SLAB
L 6" STONE BASE
COMPACTED SUBGRADE
#5 REBAR
TRASH ENCLOSURE DETAIL
1X6 CEDAR PAINTED (TYP.)
GATE FRAME
STEEL HINGE
2 "X2 "X1/4" SQUARE METAL
TUBE WELD TO ANGLE
3"X3 "X1/4" METAL ANGLE
WELD TO METAL ANCHOR
3/8" DIA. METAL ANCHOR
4' BRICK VENNER
30' -0"
o
w
4" TOOL JOINT
1/2
i
TYPICAL CONCRETE WALK SECTION
LIGHT BROOM FINISH (TYP.)
JOINT SEALANT
PREFORMED JOINT MATERIAL
EXPANSION JOINT (AT WALK THICKNESS)
2" TOOL JOINT
LIGHT BROOM FINISH (TYP.)
0
111
t.
1
18' -0"
LIGHT BROOM FINISH (TYP.) PERPENDICULAR TO
FLOW OF TRAFFIC
NOTE:
SEE TYPICAL CONCRETE PAVEMENT JOINTS DETAIL
FOR JOINT REQUIREMENTS.
6" COMPACTED BASE
COMPACTED SUBGRADE
1/2"
LIGHT BROOM FINISH (TYP.)
4" TOOL JOINT
1/2
CONTRACTION JOINT
BUILDING, MANHOLE, ETC.
EXPANSION JOINT
CIP CONCRETE WALK AND JOINTS
JOINT SEALANT
PREFORMED JOINT MATERIAL
1" CONCRETE WASH
SPHERICAL CAP
11 I- 11 1 -111 -11 I—I 1 H
=1�1H 1_11 =1�1 =1�I
1' -8"
PIPE BOLLARD DETAIL
6" CIP CONCRETE SCHEDULE 40
FILLED GALV. STEEL PIPE PAINTED
BOLLARD
EXPANSION FILLER
SCHEDULED PAVEMENT SEE
CIVIL DRAWINGS
1' -8" DIAMETER CONCRETE
FOOTING
#6 X 14" LONG REINFORCED
BAR EACH WAY
STREET LIGHT
SEE L -203
VILLAGE
F
WESTCLAY
Owner /Developer
BRENWCK
BUILDIIG
Brenwick
12722 Hamilton Crossing Blvd.
Carmel, Indiana 46032
317 574 3400
Architect /Landscape Architect
Ratio Architects, Inc.
Suite 100, Schrader Building
107 South Pennsylvania Street
Indianapolis, Indiana 46204 -3684
317 633 4040
Structural Engineer
SMITH /ROBERTS ASSOCIATES, INC.
405 Massachusetts Avenue
Suite 300
Indianapolis, Indiana 46204
317 951 1043
Mechanical /Electrical Engineer
James D. Simpson Associates, Engineers, Inc.
P.O. Box 1432
Carmel, IN 46082
317 573 9995
Civil Engineer
The Schneider Corporation
12726 Hamilton Crossing Blvd.
Carmel, Indiana 46032
317 574 3797
DRAWN BY
RJR
CHECKED BY
APPROVED BY
REVISIONS
A.D.L.S. REVIEW
COPYRIGHT NOTICE: THIS ARCHITECTURAL AND
ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND
SHALL BE USED ONLY PURSUANT TO THE AGREEMENT
WITH RATIO ARCHITECTS, INC. NO OTHER USE,
DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT
PRIOR WRITTEN CONSENT OF RATIO ARCHITECTS, INC.
ALL COMMON LAW RIGHTS OF COPYRIGHT AND
A R C H I T E C T S OTHERWISE ARE HEREBY SPECIFICALLY RESERVED.
RAT I O
SHEET TITLE
SITE DETAILS AND
PLAN ENLARGEMENTS
PROJECT NO.
97043.005
DATE
Aug. 06, 1999
SHEET NUMBER
L-601