HomeMy WebLinkAboutC105 Building/Sidewalk Cross-Section PlanC_D
LL_
LLJ
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CC
LLJ
LLJ
2' CHAIRBACK CURB
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ci
GRASS
WIDTH VARIES
nawainam CONC. WALK
Nit
r -1191-ernin"W"=
11=41=4=1
N
12'
<I
NORTH SIDE OF BUILDING
TYPICAL CROSS SECTION A-A
0.5' RETAINING WALL
(HEIGHT VARIES)
a
r
<I
4
1.75" SLOT
DRAIN 1/4"
BELOW GRADE
3.15'
0.67'
WAL<
NOT TO SCALE
PROPOSED
BUILDING
FFE=895.20
STERKX BUILDING
NORTH FACE
FOUNDATION
WALK
A
Lk/
PLA\IIR.
<I
4
<I
4
SKR
EXISTING 14' NORTH BOUND DRIVE LANE
4//411,4r .41/41511WINEKKI.IIIIMMIPIIMITIAIrW412/4121•1111111:4•4111: Ar42111WITAPIFIPW.49/~1/115111%111/42117412141151/ AlprilOrAr 1 Air dr .41/:
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0 0 o o o 0 0 0 0 0 0 0 0 0 0.0.
4
PLA\TER
C011
0 4
ASSUMED \NORTH
NOT TO SCALE
APR6\
4
PROPOSED
BUILDING
FFE=895.20
04
WEST SIDE OF BUILDING
AREA w/0 STEPS
TYPICAL CROSS SECTION B-B
1/4" PER FT.
EXISTING 18' PARKING STALLS
4
4
4
4
A
a 4
2' CHAIRBACK CURB
<I
0.5'
NOT TO SCALE
4
f=11=11=11=11=11.11=11=11= LANDSCAPE i CONC. WALK
11.Th
0 0 PLANTER ale
=11. 1.---11-.11.11.11.11.-4-11=11.11.11.11.11-11--s-
0 1.11. .ff= wt=n-
11== =1 =Ii=n= 1
-111 I
=11=11.11=11=11=11=11=11.11=11-11= 1=11=
1=11=11.11=11=11.11.11=1=11=11=A=11
4.5'
CONC. WALK
0.5' RETAiNING
(HEIGHT 'VARIES)
WALK,
A
PLA\
TER
4.
LC)
1.75" SLOT
DRAIN 1/4"
BELOW GRADE
PROPOSED
BUILDING
FFE=893.05
0.67'
WIDTH VARIES
DLANTE
1/4" PER FT. 2' CHAIRBACK CU
T
RB
SEPS
OF STEPS
CONC. WALK
No.
VARIES
In v. a
"51214611111112
1:
=11=11.11. CONC. WALK
=I.- -11.11=ii=li=ii=ii=ii=11=ii=ii=ii=ii=u=11=7-
EXISTING 14' NORTH BOUND DRIVE LANE EXISTING 18' PARKING STALLS
STERKX BUILDING
WEST FACE
FOUNDATION
WEST SIDE OF BUILDING
AREA WITH STEPS
TYPICAL CROSS SECTION C-C
0.5'
NOT TO SCALE
2' CHAIRBACK CURB
1/4" PER FT.
_ArApKorammylmar■A'42vArampripivATAr Ago'
o o o o,o 0 0 0 0
1
.0
No. OF STEPS
VARIES
CONC. WALK
1' STEPS
*11:tringmaaina01411.":
00 .17 c 1 :41=11- 11#
SONERVIIMEINEERINIME .i.11#11#11,,-
1,711P11=11=11=11=11=11=11=11=11= .1=11=11
.11711:
15.5' 4.5'
4.5'
4.5'
SOUTH SIDE OF BUILDING
AREA WITH STEPS
TYPICAL CROSS SECTION D-D
05
15.5' 4
NOT TO SCALE
0.5' RETAINING WALL-
(HEIGHT
CONC. WALK
NOT 10 SCALE
4.5' WIDTH VARIES
WIDTH VARIES
CONC. WALK
WIDTH VARIES
SOUTH SIDE OF BUILDING
AREA w/o STEPS
TYPICAL CROSS SECTION E-E
HOLEY MOLEY SAYS
DON'T
DIG
BLIND'
"IT'S THE LAW"
CALL 2 WORKING DAYS BEFORE YOU DIG
1-800-382-5544
CALL TOLL FREE
PER INDIANA STATE LAW IC-8-1-26-1
ET SEQ. AS AMENDED AND SUPPLEMENT
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
STERKX BUILDING
SOUTH FACE
FOUNDATION
FOUNDATION
STERKX BUILDING
WEST FACE
.......AgrArAprirarir.4rAwA
11=11=ii
.111.11=-11=11=11=11=11=11=
LANDSCAPE 11=11
1 11-11 11 11 1 11-11-1 =II=
II= =II
11=11 PLANTER
ii- ii.r
11=11=11=11=11=11=11=11=11=11=11=11=
STERKX BUILDING
SOUTH FACE
WEEP HOLES FOUNDATION
OR EQUIVALENT
ON T
S4 0 07 5 1j7"
STATE OF
S /ONAL
DATE: 2/2/04
THIS DRAWING AND THE IDEAS, DESIGNS AND
CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE
INTELLECTUAL PROPERTY OF THE SCHNEIDER
CORPORATION, AND ARE NOT TO BE USED OR
REPRODUCED, IN WHOLE OR IN PART, WITHOUT
THE WRITTEN CONSENT OF THE SCHNEIDER
CORPORATION.
COPYRIGHTED BY THE SCHNEIDER CORP. (2004)
Schneider
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 100
Carmel, IN 46032
Telephone: 317.569.8112
Fax: 317.826.6410
www.schneidercorp.com
Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
GIS LIS
Home Builder Services
Interior Design
Land Surveying
Landscape Architecture
Transportation Engineering
DATE:
02/02/04
PROJECT NO.:
1238.029
DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
BUILDING SIDEWALK
CROSS-SECTION PLAN
DRAWING FILES:
N: \1238\029\DWGS\C105.DWG
XREF: 026-B.DWG, 029-BS.DWG
XREF: 3001ABS.DWG, 3004BS.DWG
XREF: 1238029T.DWG
XREF: MID-BS-BLK-E.DWG
XREF: X-SECTIONS.DWG
SHEET NO.:
d ...e
es
C_D
LL_
LLJ
=.7J
CC
LLJ
LLJ
2' CHAIRBACK CURB
Lr)
ci
GRASS
WIDTH VARIES
nawainam CONC. WALK
Nit
r -1191-ernin"W"=
11=41=4=1
N
12'
<I
NORTH SIDE OF BUILDING
TYPICAL CROSS SECTION A-A
0.5' RETAINING WALL
(HEIGHT VARIES)
a
r
<I
4
1.75" SLOT
DRAIN 1/4"
BELOW GRADE
3.15'
0.67'
WAL<
NOT TO SCALE
PROPOSED
BUILDING
FFE=895.20
STERKX BUILDING
NORTH FACE
FOUNDATION
WALK
A
Lk/
PLA\IIR.
<I
4
<I
4
SKR
EXISTING 14' NORTH BOUND DRIVE LANE
4//411,4r .41/41511WINEKKI.IIIIMMIPIIMITIAIrW412/4121•1111111:4•4111: Ar42111WITAPIFIPW.49/~1/115111%111/42117412141151/ AlprilOrAr 1 Air dr .41/:
o 0 0 0 0 0°0 0 0 o 0
000000
0000
00000000 o o o o o
0 0 o o o 0 0 0 0 0 0 0 0 0 0.0.
4
PLA\TER
C011
0 4
ASSUMED \NORTH
NOT TO SCALE
APR6\
4
PROPOSED
BUILDING
FFE=895.20
04
WEST SIDE OF BUILDING
AREA w/0 STEPS
TYPICAL CROSS SECTION B-B
1/4" PER FT.
EXISTING 18' PARKING STALLS
4
4
4
4
A
a 4
2' CHAIRBACK CURB
<I
0.5'
NOT TO SCALE
4
f=11=11=11=11=11.11=11=11= LANDSCAPE i CONC. WALK
11.Th
0 0 PLANTER ale
=11. 1.---11-.11.11.11.11.-4-11=11.11.11.11.11-11--s-
0 1.11. .ff= wt=n-
11== =1 =Ii=n= 1
-111 I
=11=11.11=11=11=11=11=11.11=11-11= 1=11=
1=11=11.11=11=11.11.11=1=11=11=A=11
4.5'
CONC. WALK
0.5' RETAiNING
(HEIGHT 'VARIES)
WALK,
A
PLA\
TER
4.
LC)
1.75" SLOT
DRAIN 1/4"
BELOW GRADE
PROPOSED
BUILDING
FFE=893.05
0.67'
WIDTH VARIES
DLANTE
1/4" PER FT. 2' CHAIRBACK CU
T
RB
SEPS
OF STEPS
CONC. WALK
No.
VARIES
In v. a
"51214611111112
1:
=11=11.11. CONC. WALK
=I.- -11.11=ii=li=ii=ii=ii=11=ii=ii=ii=ii=u=11=7-
EXISTING 14' NORTH BOUND DRIVE LANE EXISTING 18' PARKING STALLS
STERKX BUILDING
WEST FACE
FOUNDATION
WEST SIDE OF BUILDING
AREA WITH STEPS
TYPICAL CROSS SECTION C-C
0.5'
NOT TO SCALE
2' CHAIRBACK CURB
1/4" PER FT.
_ArApKorammylmar■A'42vArampripivATAr Ago'
o o o o,o 0 0 0 0
1
.0
No. OF STEPS
VARIES
CONC. WALK
1' STEPS
*11:tringmaaina01411.":
00 .17 c 1 :41=11- 11#
SONERVIIMEINEERINIME .i.11#11#11,,-
1,711P11=11=11=11=11=11=11=11=11= .1=11=11
.11711:
15.5' 4.5'
4.5'
4.5'
SOUTH SIDE OF BUILDING
AREA WITH STEPS
TYPICAL CROSS SECTION D-D
05
15.5' 4
NOT TO SCALE
0.5' RETAINING WALL-
(HEIGHT
CONC. WALK
NOT 10 SCALE
4.5' WIDTH VARIES
WIDTH VARIES
CONC. WALK
WIDTH VARIES
SOUTH SIDE OF BUILDING
AREA w/o STEPS
TYPICAL CROSS SECTION E-E
HOLEY MOLEY SAYS
DON'T
DIG
BLIND'
"IT'S THE LAW"
CALL 2 WORKING DAYS BEFORE YOU DIG
1-800-382-5544
CALL TOLL FREE
PER INDIANA STATE LAW IC-8-1-26-1
ET SEQ. AS AMENDED AND SUPPLEMENT
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
STERKX BUILDING
SOUTH FACE
FOUNDATION
FOUNDATION
STERKX BUILDING
WEST FACE
.......AgrArAprirarir.4rAwA
11=11=ii
.111.11=-11=11=11=11=11=11=
LANDSCAPE 11=11
1 11-11 11 11 1 11-11-1 =II=
II= =II
11=11 PLANTER
ii- ii.r
11=11=11=11=11=11=11=11=11=11=11=11=
STERKX BUILDING
SOUTH FACE
WEEP HOLES FOUNDATION
OR EQUIVALENT
ON T
S4 0 07 5 1j7"
STATE OF
S /ONAL
DATE: 2/2/04
THIS DRAWING AND THE IDEAS, DESIGNS AND
CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE
INTELLECTUAL PROPERTY OF THE SCHNEIDER
CORPORATION, AND ARE NOT TO BE USED OR
REPRODUCED, IN WHOLE OR IN PART, WITHOUT
THE WRITTEN CONSENT OF THE SCHNEIDER
CORPORATION.
COPYRIGHTED BY THE SCHNEIDER CORP. (2004)
Schneider
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 100
Carmel, IN 46032
Telephone: 317.569.8112
Fax: 317.826.6410
www.schneidercorp.com
Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
GIS LIS
Home Builder Services
Interior Design
Land Surveying
Landscape Architecture
Transportation Engineering