HomeMy WebLinkAboutC101 Development Site PlanBEEHIVE
EX. TC- 899.95
EX. CONCRETE CURB
co.
EXISTING
Village of WestClay
THE VILLAGE CENTER PART 1, 3004
UNIVERSITY GREEN
11
O
LLJ
EXISTING
Village of WestClay
THE VILLAGE CENTER PART 1, 3004
BLOCK "B"
SPANOS APARTMENT BUILDINGS
1
CD
N)
w
ME
(900.89
EX. RAMP EX. CONCRETE WALK
X
W
0
CI-
U
EX. U
901.0
\IVERSITY CRESCE
902.4)
CD
CD
Cid
WATER MAIN
901.1)
LIGHT
EX. ELEC. LINE TO
BE RELOCATED
BEEHIVE
EX. TC- 899.01
T
EX. FENCE
CURB INLET
EX. TC= 898.86
EX. INV- 894.46 15" RCP (SW
EX. INV 894.46 12" RCP (N
EX. INV 894,46 12" RCP (E)
PROPOSED
TRUSTEES
BUILDING
FFE= 902.5
STAIRCASE, SEE
(ARCHITECTURAL PLANS 50.00'
EX. HORSE SHOE PIT
1 1/2"
WATER
LATERAL
50.00'
PROPOSED 6"
PVC SANITARY
LATERAL MIN.
2% SLOPE.
EX. LIGHT TO BE
RELOCATED
1 900.0 I-i
EX. ELEC. LINE TO
BE RELOCATED
EX. ELEC. LINE
EX. 8" SANITARY SEWER
900.0
902.4
CC
CD
N
W
VALVE
r
C.O.
TC= 899.9
20.94'
CO
CO
20.94'
ME
898.85
A
U
0
U
EX. 8" WATER MAIN
w
Q
EX. HYDRANT
EX. VALVE
EX. 12" STORM SEWER
EX. 8" WATER MAIN
SANITARY MANHOLE
EX. TC= 899.69
EX. INV- 885.04 8" PVC (E)
EX. INV 885.14 8" PVC (S)
SANITARY SEWER
STAIRCASE, SEE
ARCHITECTURAL PLANS
LJ
EX. 50' R/W
EX. 21,5' 1/2 R/W EX. 28.5' 1/2 R /W
ow-
EX. BROUCHTO
NOTE:
CONTRACTOR SHALL NOTIFY CLAY TOWNSHIP REGIONAL WASTE
DISTRICT PRIOR TO CONSTRUCTION OF ALL LATERAL CONNECTIONS
AND EXTENSIONS FROM THE SANITARY SEWER MAIN TO
CLEANOUT. FURTHERMORE, C.T.R.W.D. SHALL BE NOTIFIED PRIOR
TO ANY LATERAL CONNECTIONS TO BUILDINGS. C.T.R.W.D.
(317) 844 -9200 CANDY FELTNER.
W
LJ-J
1
PAVEMENT
STREET
EXISTING
Village of WestClay
THE VILLAGE CENTER PART 1, 3004
BLOCK "D"
NOTE: CONCRETE APRON AND CASTING SHALL BE
INSTALLED SO THAT THEY DO NOT
CONTACT THE LATERAL OR LATERAL CAP.
EAST JORDAN IRONWORKS MODEL
1755 CASTING, LETTERED "SEWER"
6" PVC CAP
36" x 36" x 6" CONCRETE W
APRON WITH FIBERMESH f
REINFORCEMENT.
PLACE MINIMUM 10" DIAMETER/-
HDPE PIPE AROUND LATERAL �j��_
PRIOR TO BACKFILLING. HDPE
PIPE TO EXTEND INTO'
CONCRETE. \r
#8 STONE BELOW CONCRETE
APRON TO PREVENT
SETTLING. EXTEND TO
UNDISTURBED EARTH.
APPROX. 90'
NORMAL GRADE
1/4" PER FOOT
MIN. -1/8" PER FOOT
CONNECT TO EXISTING
SERVICE PLUG FOR
FUTURE CONNECTION.
PLUG SHALL BE ABLE
TO PASS AIR PRESSURE
TEST REQUIRED FOR
SEWER MAIN.
USE 6" SEWER PIPE
UNLESS OTHERWISE
SPECIFIED
�/illage X of T WestClay
THE VILLAGE CENTER PART 1, 3004
BLOCK "C"
R'YLANb TOWNHOM
I
FLOW
�i y/, i Vi, i i i
CLEANOUT TYPE 2
(HARDSCAPE SURFACES AND ALL OTHER INSTALLATIONS
BEYOND THREE FEET OF BUILDING)
TYPICAL CLEANOUT DETAIL
11=u u
it
NM
A
30'
MIN
45' MAX.
LONG RADIUS
6' -0"
1:10 L
SLOPE
PLAN VIEW
MAX. 1:12
4' -0"
6'- 0"
MINIMUM 1" CLEARANCE FROM TOP OF
CAP_ TO BOTTOM __OF._CASTING
EXPANSION JOINT
AROUND LATERAL
FINAL GRADE
6" PVC PIPE
"K"
(6" X 6" X 6 TEE -WYE
MINIMUM 4" CONCRETE CAP FROM
THE SPRING LINE TO 6" OVER PIPE,
NOT TO EXTEND BEYOND FIRST PIPE
JOINT OF WYE. MINIMUM CONCRETE
STRENGTH OF 3500 PSI, 28 DAY
COMPRESSIVE STRENGTH.
ISOMETRIC PLAN
Air
SECTION A -A
DIAMETER AS SPECIFIED
ON PLAN OR SCHEDULE
PLAN VIEW
CONNECTION TO MAIN SEWER
1:10
SLOPE
SEWER LATERAL
MAIN
SEWER
2' CONC. ROLL CURB
SECTION A -A
WHEELCHAIR RAMP DETAIL
83IEIN(C
TBM #44
USES BENCHMARK
CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT
EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE
FARM ENTRANCE.
ELEVATION 893.39
ASSUMED NORTH
SCALE: 1"= 10
LISCGIENID
(000.00)
1000.0
1 ME I
0 00. 0
HOLEY MOLEY SAYS
ce
DON'T
DID
BLINDn
"IT'S THE LAW"
CALL 2 WORKING DAYS BEFORE YOU DIG
1- 800 382 -5544
CALL TOLL FREE
PER INDIANA STATE LAW IS -69 -1991.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
Existing Storm Sewer
New Storm Sewer
Existing Sanitary Sewer
New Sanitary Sewer
Existing Contour
Existing Elevation
New Pavement Grade
All Other Finish Grades
Match Existing Grades
Denotes Elevation and
Approximate Pad Size
Flow Arrow
4" Subsurface Drain
Swale (0
Water Main
Existing Trees
Existing Gas Main
Existing Telephone
Existing Water Main
Existing Electric Line
Existing Flowline
Existing Overhead Utilities
FFE Finished Floor Elevation
E] INCYTI S
1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES.
2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO
VERIFY ALL EXISTING UTILITIES AND CONDITIONS
PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE
CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF
THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR
EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR
SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF
ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE
PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED.
3. STANDARD SPECIFICATIONS FOR THE CITY OF CAMEL
SHALL APPLY FOR ALL STORM SEWERS.
4. STANDARD SPECIFICATIONS FOR CLAY TOWNSHIP REGIONAL
WASTE DISTRICT APPLY FOR ALL SANITARY SEWERS.
5. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE
PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY
COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED
PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF
SERVICES.
6. SERVICE WALKS SHALL BE NON- REINFORCED CONCRETE 4"
THICK AND 4' IN WIDTH.
7. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK
INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS.
SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN
EXPANSION JOINTS, CONTRACTION JOINTS AND
PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR LESS WITH A
CONTRACTION JOINT EVERY 20' OR LESS.
8. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
9. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPLIANCE WITH APPLICABLE 0.S.H.A.
STANDARDS FOR WORKER SAFETY.
10. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES.
11. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE
CROSSES PROPOSED HOUSE PADS. ALL FIELD TILES
INTERCEPTED TO BE PERPETUATED INTO STORM SEWER
SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN
WRITING THE OWNER AND THE ENGINEER IN ANY
CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED.
12. ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 95
PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D- 1557). FILL
UNDER THE FOOTING SHALL BE COMPACTED TO AT LEAST 95
PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D- 1557).
13. ALL RADIUS AND OTHER DIMENSIONS FOR 6" STANDING AND
CHAIRBACK CURB ARE TO FACE OF CURB.
14. ALL RADIUS AND OTHER DIMENSIONS FOR 2' ROLL CURB ARE
TO BACK OF CURB
15. VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS WITH
LOCAL GOVERNING AUTHORITIES.
16. ALL DIMENSIONS TO THE BUILDINGS ARE TO THE OUTSIDE OF
THE BUILDING FOUNDATION WALL.
17. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS
BUILDING SQUARE FOOTAGE.
18. SEE ARCHITECTURAL PLANS FOR ALL EXPANSION AND
CONTRACTION JOINTS LOCATIONS.
\1 \111111 ►111 H 1,,,,,,,,,/
\)ON T 80
o,
STATE OF
0000075
uNAL
E44.11, mac.
DATE: 1/30/04
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)
4 C 46
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.:
1238.031
DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
DEVELOPMENT SITE
PLAN
DRAWING FILES:
N: \1238 \031 \D WGS \C101. DWG
XREF: 031 BS.DWG
XREF: 005BS.DWG, 3004BS.DWG
XREF: BLK- C- BS.DWG, SITEMEET.DWG
XREF: SPANOSAPTS.DWG, UNIBASE.DWG
XREF:
SHEET NO.:
.d._s.
BEEHIVE
EX. TC- 899.95
EX. CONCRETE CURB
co.
EXISTING
Village of WestClay
THE VILLAGE CENTER PART 1, 3004
UNIVERSITY GREEN
11
O
LLJ
EXISTING
Village of WestClay
THE VILLAGE CENTER PART 1, 3004
BLOCK "B"
SPANOS APARTMENT BUILDINGS
1
CD
N)
w
ME
(900.89
EX. RAMP EX. CONCRETE WALK
X
W
0
CI-
U
EX. U
901.0
\IVERSITY CRESCE
902.4)
CD
CD
Cid
WATER MAIN
901.1)
LIGHT
EX. ELEC. LINE TO
BE RELOCATED
BEEHIVE
EX. TC- 899.01
T
EX. FENCE
CURB INLET
EX. TC= 898.86
EX. INV- 894.46 15" RCP (SW
EX. INV 894.46 12" RCP (N
EX. INV 894,46 12" RCP (E)
PROPOSED
TRUSTEES
BUILDING
FFE= 902.5
STAIRCASE, SEE
(ARCHITECTURAL PLANS 50.00'
EX. HORSE SHOE PIT
1 1/2"
WATER
LATERAL
50.00'
PROPOSED 6"
PVC SANITARY
LATERAL MIN.
2% SLOPE.
EX. LIGHT TO BE
RELOCATED
1 900.0 I-i
EX. ELEC. LINE TO
BE RELOCATED
EX. ELEC. LINE
EX. 8" SANITARY SEWER
900.0
902.4
CC
CD
N
W
VALVE
r
C.O.
TC= 899.9
20.94'
CO
CO
20.94'
ME
898.85
A
U
0
U
EX. 8" WATER MAIN
w
Q
EX. HYDRANT
EX. VALVE
EX. 12" STORM SEWER
EX. 8" WATER MAIN
SANITARY MANHOLE
EX. TC= 899.69
EX. INV- 885.04 8" PVC (E)
EX. INV 885.14 8" PVC (S)
SANITARY SEWER
STAIRCASE, SEE
ARCHITECTURAL PLANS
LJ
EX. 50' R/W
EX. 21,5' 1/2 R/W EX. 28.5' 1/2 R /W
ow-
EX. BROUCHTO
NOTE:
CONTRACTOR SHALL NOTIFY CLAY TOWNSHIP REGIONAL WASTE
DISTRICT PRIOR TO CONSTRUCTION OF ALL LATERAL CONNECTIONS
AND EXTENSIONS FROM THE SANITARY SEWER MAIN TO
CLEANOUT. FURTHERMORE, C.T.R.W.D. SHALL BE NOTIFIED PRIOR
TO ANY LATERAL CONNECTIONS TO BUILDINGS. C.T.R.W.D.
(317) 844 -9200 CANDY FELTNER.
W
LJ-J
1
PAVEMENT
STREET
EXISTING
Village of WestClay
THE VILLAGE CENTER PART 1, 3004
BLOCK "D"
NOTE: CONCRETE APRON AND CASTING SHALL BE
INSTALLED SO THAT THEY DO NOT
CONTACT THE LATERAL OR LATERAL CAP.
EAST JORDAN IRONWORKS MODEL
1755 CASTING, LETTERED "SEWER"
6" PVC CAP
36" x 36" x 6" CONCRETE W
APRON WITH FIBERMESH f
REINFORCEMENT.
PLACE MINIMUM 10" DIAMETER/-
HDPE PIPE AROUND LATERAL �j��_
PRIOR TO BACKFILLING. HDPE
PIPE TO EXTEND INTO'
CONCRETE. \r
#8 STONE BELOW CONCRETE
APRON TO PREVENT
SETTLING. EXTEND TO
UNDISTURBED EARTH.
APPROX. 90'
NORMAL GRADE
1/4" PER FOOT
MIN. -1/8" PER FOOT
CONNECT TO EXISTING
SERVICE PLUG FOR
FUTURE CONNECTION.
PLUG SHALL BE ABLE
TO PASS AIR PRESSURE
TEST REQUIRED FOR
SEWER MAIN.
USE 6" SEWER PIPE
UNLESS OTHERWISE
SPECIFIED
�/illage X of T WestClay
THE VILLAGE CENTER PART 1, 3004
BLOCK "C"
R'YLANb TOWNHOM
I
FLOW
�i y/, i Vi, i i i
CLEANOUT TYPE 2
(HARDSCAPE SURFACES AND ALL OTHER INSTALLATIONS
BEYOND THREE FEET OF BUILDING)
TYPICAL CLEANOUT DETAIL
11=u u
it
NM
A
30'
MIN
45' MAX.
LONG RADIUS
6' -0"
1:10 L
SLOPE
PLAN VIEW
MAX. 1:12
4' -0"
6'- 0"
MINIMUM 1" CLEARANCE FROM TOP OF
CAP_ TO BOTTOM __OF._CASTING
EXPANSION JOINT
AROUND LATERAL
FINAL GRADE
6" PVC PIPE
"K"
(6" X 6" X 6 TEE -WYE
MINIMUM 4" CONCRETE CAP FROM
THE SPRING LINE TO 6" OVER PIPE,
NOT TO EXTEND BEYOND FIRST PIPE
JOINT OF WYE. MINIMUM CONCRETE
STRENGTH OF 3500 PSI, 28 DAY
COMPRESSIVE STRENGTH.
ISOMETRIC PLAN
Air
SECTION A -A
DIAMETER AS SPECIFIED
ON PLAN OR SCHEDULE
PLAN VIEW
CONNECTION TO MAIN SEWER
1:10
SLOPE
SEWER LATERAL
MAIN
SEWER
2' CONC. ROLL CURB
SECTION A -A
WHEELCHAIR RAMP DETAIL
83IEIN(C
TBM #44
USES BENCHMARK
CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT
EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE
FARM ENTRANCE.
ELEVATION 893.39
ASSUMED NORTH
SCALE: 1"= 10
LISCGIENID
(000.00)
1000.0
1 ME I
0 00. 0
HOLEY MOLEY SAYS
ce
DON'T
DID
BLINDn
"IT'S THE LAW"
CALL 2 WORKING DAYS BEFORE YOU DIG
1- 800 382 -5544
CALL TOLL FREE
PER INDIANA STATE LAW IS -69 -1991.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
Existing Storm Sewer
New Storm Sewer
Existing Sanitary Sewer
New Sanitary Sewer
Existing Contour
Existing Elevation
New Pavement Grade
All Other Finish Grades
Match Existing Grades
Denotes Elevation and
Approximate Pad Size
Flow Arrow
4" Subsurface Drain
Swale (0
Water Main
Existing Trees
Existing Gas Main
Existing Telephone
Existing Water Main
Existing Electric Line
Existing Flowline
Existing Overhead Utilities
FFE Finished Floor Elevation
E] INCYTI S
1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES.
2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO
VERIFY ALL EXISTING UTILITIES AND CONDITIONS
PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE
CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF
THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR
EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR
SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF
ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE
PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED.
3. STANDARD SPECIFICATIONS FOR THE CITY OF CAMEL
SHALL APPLY FOR ALL STORM SEWERS.
4. STANDARD SPECIFICATIONS FOR CLAY TOWNSHIP REGIONAL
WASTE DISTRICT APPLY FOR ALL SANITARY SEWERS.
5. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE
PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY
COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED
PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF
SERVICES.
6. SERVICE WALKS SHALL BE NON- REINFORCED CONCRETE 4"
THICK AND 4' IN WIDTH.
7. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK
INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS.
SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN
EXPANSION JOINTS, CONTRACTION JOINTS AND
PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR LESS WITH A
CONTRACTION JOINT EVERY 20' OR LESS.
8. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
9. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPLIANCE WITH APPLICABLE 0.S.H.A.
STANDARDS FOR WORKER SAFETY.
10. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES.
11. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE
CROSSES PROPOSED HOUSE PADS. ALL FIELD TILES
INTERCEPTED TO BE PERPETUATED INTO STORM SEWER
SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN
WRITING THE OWNER AND THE ENGINEER IN ANY
CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED.
12. ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 95
PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D- 1557). FILL
UNDER THE FOOTING SHALL BE COMPACTED TO AT LEAST 95
PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D- 1557).
13. ALL RADIUS AND OTHER DIMENSIONS FOR 6" STANDING AND
CHAIRBACK CURB ARE TO FACE OF CURB.
14. ALL RADIUS AND OTHER DIMENSIONS FOR 2' ROLL CURB ARE
TO BACK OF CURB
15. VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS WITH
LOCAL GOVERNING AUTHORITIES.
16. ALL DIMENSIONS TO THE BUILDINGS ARE TO THE OUTSIDE OF
THE BUILDING FOUNDATION WALL.
17. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS
BUILDING SQUARE FOOTAGE.
18. SEE ARCHITECTURAL PLANS FOR ALL EXPANSION AND
CONTRACTION JOINTS LOCATIONS.
\1 \111111 ►111 H 1,,,,,,,,,/
\)ON T 80
o,
STATE OF
0000075
uNAL
E44.11, mac.
DATE: 1/30/04
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)
4 C 46
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