HomeMy WebLinkAbout06020008 C401 Sanitary Sewer Lateral PlanU
0
0
0
0
N
n
Village of WestClay
FUTURE SECTION
PROPOSED
WYE LAT.
1 +64
EXIST.
WYE LAT.
1+29
EXIST.
WYE LAT.
0 +48
EX. TC= 902.91
STREET
EX. 8" PVC
EXIST.
WYE LAT.
1+32
EXIST.
WYE LAT.
2 +86
EX. TC= 901.20
EX. 8" PVC
PROPOSED
WYE LAT.
2 +64
EXIST.
WYE LAT.
2 +11
EXISTING
Ilage of WestClay
SECTION 8501
EX. TC= 902.67
EXIST.
WYE LAT.
0 +88
EXIST.
WYE LAT.
1 +83
EXIST. tl
LATERAL
OUT OF MANHOLE
'EXIST.
WYE LAT.
2 +65
EXIST.
-1 WYE LAT.
I 2 +15
EXIST.
WYE LAT.
1 +69
EXIST.
WYE LAT.
1 +18
RFIETTSBURY
Villa g
SECTI
CK
DGE POND
SEX. SANITARY SEWER EASEMENT
r
111k...1..
1 1
1 1
1
11
11
11
11
i
1
1
11
11
1
1 1
i
1
11
11
1
11
1!
1 1
1 1 1 1
11
11
1
11
11
1
1
EX. TC= 901.17
EX. 8” PVC
EXIST.
WYE LAT.
0 +31
EX. TC= 902.56
Iy
628
IS ING
f WestClay
N 7501 —A
lay
64
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 IS -69 -1991.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPLIANCE WITH APPLICABLE 0.S.H.A.
STANDARDS FOR WORKER SAFETY.
ASSUMED NORTH
SCALE: 1 =50'
TBM #44
USGS BENCHMARK
CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT
EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE
FARM ENTRANCE.
ELEVATION 893.39
1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD
VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION
BEGINS.
4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES.
5. ALL WYE, LATERAL AND PROFILE STATIONS ARE FROM THE
NEAREST DOWNSTREAM MANHOLE. (MH)
6. WYES AND LATERALS TO BE 6" PIPE UNLESS OTHERWISE
SPECIFIED.
7. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM OF FIVE (5)
FOOT LATERAL EXTENSION CONNECTED TO THE WYE, OR
EXTEND TO THE UTILITY AND DRAINAGE EASEMENT OF THE
LOT, WHICHEVER IS GREATER, BUT IN NO CASE SHOULD THE
END OF THE LATERALS BE CLOSER THAN FIVE (5) FEET TO
THE BUILDING LINE, UNLESS NOTED OTHERWISE. THE END OF
THE LATERAL SHALL BE PLUGGED OR CAPPED, UNLESS
OTHERWISE NOTED.
8. LATERALS RUNNING TO THE OPPOSITE SIDE OF THE STREET
SHALL EXTEND TO THE UTILITY AND DRAINAGE EASEMENT
OF THE LOT, BUT IN NO CASE SHOULD THE END OF THE
LATERALS BE CLOSER THAN FIVE (5) FEET TO THE BUILDING
LINE, UNLESS OTHERWISE NOTED.
9. FINAL BACKFILL FOR WATER MAINS, WATER SERVICE
LATERALS, SANITARY MAINS AND SANITARY SERVICE
LATERALS UNDER AND WITHIN 5 —FEET OF PAVEMENT SHALL
BE B— BORROW FOR STRUCTURAL BACKFILL MEETING THE
MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE
COMPACTED IN 6 —INCH MAXIMUM LIFTS TO NOT LESS THAN
95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH
OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6—
INCHES OF THE EXCAVATION BELOW THE START OF THE
AGGREGATE SUBBASE OF THE PAVEMENT SHALL BE NO. 53
STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT
AND SHALL BE COMPACTED TO NOT LESS THAN 95
STANDARD PROCTOR DENSITY. IF THE STANDARD PRACTICE
OF THE UTILITY THAT HAS JURISDICTION OVER THE
INSTALLATION HAS A MORE STRINGENT FINAL BACKFILL
REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL
GOVERN.
10. ANY UTILITY OR LATERAL CROSSINGS CLOSER THAN 8 INCHES
IN SEPARATION REQUIRES CONCRETE ENCASEMENT.
11. FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY
MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS
UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE
UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED
PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE
PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND
AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0 IF THE
STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION
OVER THE INSTALLATION HAS A MORE STRINGENT COVER
REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL
GOVERN.
12. BEDDING, HAUNCHING AND INITIAL BACKFILL MATERIALS,
PLACEMENT AND COMPACTION FOR WATER MAINS, WATER
SERVICE LATERALS, SANITARY MAINS AND SANITARY SERVICE
LATERALS SHALL BE IN ACCORDANCE WITH THE STANDARD
PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE
INSTALLATION.
0
w
pON T. Q
c GISTER i
N o.
10000075
7 STATE OF
g' ONAL "^!DIANP•
G \C�
S Et\
nu►nnusu
DATE: 1/30/06
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 WRI1ILN CONSENT OF THE SCHNEIDER
CORPORATION.
COPYRIGHTED BY THE SCHNEIDER CORP. (2006)
Schneider
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 301
Carmel, IN 46032
Telephone: 317.56 9.8112
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:
1/30/06
Sheet
Detail
Number
Descri Description
R
SHEET TITLE:
SANITARY SEWER
LATERAL PLAN
DRAWING FILES:
N: \1238 \8002 \DWGS \C401.DWc
XREF: 8002BS.DWG, MID —BS —W.DWG
XREF: 7501 BBS.DWG, 7501 CBS.DWG
XREF: 7501RPBS.DWG, 8501BS.DWG
XREF: GLEBE BS.DWG
XREF: CA9.DWG, CAl2.DWG, CA21.DWG
SHEET NO.:
C Li
0 1
7
C801
12
ervi Conn T S ewer
S ti oo Main
C801
14
Wye :cP Detail
1r®
U
0
0
0
0
N
n
Village of WestClay
FUTURE SECTION
PROPOSED
WYE LAT.
1 +64
EXIST.
WYE LAT.
1+29
EXIST.
WYE LAT.
0 +48
EX. TC= 902.91
STREET
EX. 8" PVC
EXIST.
WYE LAT.
1+32
EXIST.
WYE LAT.
2 +86
EX. TC= 901.20
EX. 8" PVC
PROPOSED
WYE LAT.
2 +64
EXIST.
WYE LAT.
2 +11
EXISTING
Ilage of WestClay
SECTION 8501
EX. TC= 902.67
EXIST.
WYE LAT.
0 +88
EXIST.
WYE LAT.
1 +83
EXIST. tl
LATERAL
OUT OF MANHOLE
'EXIST.
WYE LAT.
2 +65
EXIST.
-1 WYE LAT.
I 2 +15
EXIST.
WYE LAT.
1 +69
EXIST.
WYE LAT.
1 +18
RFIETTSBURY
Villa g
SECTI
CK
DGE POND
SEX. SANITARY SEWER EASEMENT
r
111k...1..
1 1
1 1
1
11
11
11
11
i
1
1
11
11
1
1 1
i
1
11
11
1
11
1!
1 1
1 1 1 1
11
11
1
11
11
1
1
EX. TC= 901.17
EX. 8” PVC
EXIST.
WYE LAT.
0 +31
EX. TC= 902.56
Iy
628
IS ING
f WestClay
N 7501 —A
lay
64
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 IS -69 -1991.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPLIANCE WITH APPLICABLE 0.S.H.A.
STANDARDS FOR WORKER SAFETY.
ASSUMED NORTH
SCALE: 1 =50'
TBM #44
USGS BENCHMARK
CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT
EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE
FARM ENTRANCE.
ELEVATION 893.39
1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD
VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION
BEGINS.
4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES.
5. ALL WYE, LATERAL AND PROFILE STATIONS ARE FROM THE
NEAREST DOWNSTREAM MANHOLE. (MH)
6. WYES AND LATERALS TO BE 6" PIPE UNLESS OTHERWISE
SPECIFIED.
7. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM OF FIVE (5)
FOOT LATERAL EXTENSION CONNECTED TO THE WYE, OR
EXTEND TO THE UTILITY AND DRAINAGE EASEMENT OF THE
LOT, WHICHEVER IS GREATER, BUT IN NO CASE SHOULD THE
END OF THE LATERALS BE CLOSER THAN FIVE (5) FEET TO
THE BUILDING LINE, UNLESS NOTED OTHERWISE. THE END OF
THE LATERAL SHALL BE PLUGGED OR CAPPED, UNLESS
OTHERWISE NOTED.
8. LATERALS RUNNING TO THE OPPOSITE SIDE OF THE STREET
SHALL EXTEND TO THE UTILITY AND DRAINAGE EASEMENT
OF THE LOT, BUT IN NO CASE SHOULD THE END OF THE
LATERALS BE CLOSER THAN FIVE (5) FEET TO THE BUILDING
LINE, UNLESS OTHERWISE NOTED.
9. FINAL BACKFILL FOR WATER MAINS, WATER SERVICE
LATERALS, SANITARY MAINS AND SANITARY SERVICE
LATERALS UNDER AND WITHIN 5 —FEET OF PAVEMENT SHALL
BE B— BORROW FOR STRUCTURAL BACKFILL MEETING THE
MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE
COMPACTED IN 6 —INCH MAXIMUM LIFTS TO NOT LESS THAN
95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH
OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6—
INCHES OF THE EXCAVATION BELOW THE START OF THE
AGGREGATE SUBBASE OF THE PAVEMENT SHALL BE NO. 53
STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT
AND SHALL BE COMPACTED TO NOT LESS THAN 95
STANDARD PROCTOR DENSITY. IF THE STANDARD PRACTICE
OF THE UTILITY THAT HAS JURISDICTION OVER THE
INSTALLATION HAS A MORE STRINGENT FINAL BACKFILL
REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL
GOVERN.
10. ANY UTILITY OR LATERAL CROSSINGS CLOSER THAN 8 INCHES
IN SEPARATION REQUIRES CONCRETE ENCASEMENT.
11. FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY
MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS
UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE
UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED
PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE
PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND
AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0 IF THE
STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION
OVER THE INSTALLATION HAS A MORE STRINGENT COVER
REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL
GOVERN.
12. BEDDING, HAUNCHING AND INITIAL BACKFILL MATERIALS,
PLACEMENT AND COMPACTION FOR WATER MAINS, WATER
SERVICE LATERALS, SANITARY MAINS AND SANITARY SERVICE
LATERALS SHALL BE IN ACCORDANCE WITH THE STANDARD
PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE
INSTALLATION.
0
w
pON T. Q
c GISTER i
N o.
10000075
7 STATE OF
g' ONAL "^!DIANP•
G \C�
S Et\
nu►nnusu
DATE: 1/30/06
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 WRI1ILN CONSENT OF THE SCHNEIDER
CORPORATION.
COPYRIGHTED BY THE SCHNEIDER CORP. (2006)
Schneider
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 301
Carmel, IN 46032
Telephone: 317.56 9.8112
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:
1/30/06
PROJECT NO.:
1238.8002
DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
SANITARY SEWER
LATERAL PLAN
DRAWING FILES:
N: \1238 \8002 \DWGS \C401.DWc
XREF: 8002BS.DWG, MID —BS —W.DWG
XREF: 7501 BBS.DWG, 7501 CBS.DWG
XREF: 7501RPBS.DWG, 8501BS.DWG
XREF: GLEBE BS.DWG
XREF: CA9.DWG, CAl2.DWG, CA21.DWG
SHEET NO.:
C Li
0 1
U
0
0
0
0
N
n
Village of WestClay
FUTURE SECTION
PROPOSED
WYE LAT.
1 +64
EXIST.
WYE LAT.
1+29
EXIST.
WYE LAT.
0 +48
EX. TC= 902.91
STREET
EX. 8" PVC
EXIST.
WYE LAT.
1+32
EXIST.
WYE LAT.
2 +86
EX. TC= 901.20
EX. 8" PVC
PROPOSED
WYE LAT.
2 +64
EXIST.
WYE LAT.
2 +11
EXISTING
Ilage of WestClay
SECTION 8501
EX. TC= 902.67
EXIST.
WYE LAT.
0 +88
EXIST.
WYE LAT.
1 +83
EXIST. tl
LATERAL
OUT OF MANHOLE
'EXIST.
WYE LAT.
2 +65
EXIST.
-1 WYE LAT.
I 2 +15
EXIST.
WYE LAT.
1 +69
EXIST.
WYE LAT.
1 +18
RFIETTSBURY
Villa g
SECTI
CK
DGE POND
SEX. SANITARY SEWER EASEMENT
r
111k...1..
1 1
1 1
1
11
11
11
11
i
1
1
11
11
1
1 1
i
1
11
11
1
11
1!
1 1
1 1 1 1
11
11
1
11
11
1
1
EX. TC= 901.17
EX. 8” PVC
EXIST.
WYE LAT.
0 +31
EX. TC= 902.56
Iy
628
IS ING
f WestClay
N 7501 —A
lay
64
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 IS -69 -1991.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPLIANCE WITH APPLICABLE 0.S.H.A.
STANDARDS FOR WORKER SAFETY.
ASSUMED NORTH
SCALE: 1 =50'
TBM #44
USGS BENCHMARK
CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT
EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE
FARM ENTRANCE.
ELEVATION 893.39
1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD
VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION
BEGINS.
4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES.
5. ALL WYE, LATERAL AND PROFILE STATIONS ARE FROM THE
NEAREST DOWNSTREAM MANHOLE. (MH)
6. WYES AND LATERALS TO BE 6" PIPE UNLESS OTHERWISE
SPECIFIED.
7. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM OF FIVE (5)
FOOT LATERAL EXTENSION CONNECTED TO THE WYE, OR
EXTEND TO THE UTILITY AND DRAINAGE EASEMENT OF THE
LOT, WHICHEVER IS GREATER, BUT IN NO CASE SHOULD THE
END OF THE LATERALS BE CLOSER THAN FIVE (5) FEET TO
THE BUILDING LINE, UNLESS NOTED OTHERWISE. THE END OF
THE LATERAL SHALL BE PLUGGED OR CAPPED, UNLESS
OTHERWISE NOTED.
8. LATERALS RUNNING TO THE OPPOSITE SIDE OF THE STREET
SHALL EXTEND TO THE UTILITY AND DRAINAGE EASEMENT
OF THE LOT, BUT IN NO CASE SHOULD THE END OF THE
LATERALS BE CLOSER THAN FIVE (5) FEET TO THE BUILDING
LINE, UNLESS OTHERWISE NOTED.
9. FINAL BACKFILL FOR WATER MAINS, WATER SERVICE
LATERALS, SANITARY MAINS AND SANITARY SERVICE
LATERALS UNDER AND WITHIN 5 —FEET OF PAVEMENT SHALL
BE B— BORROW FOR STRUCTURAL BACKFILL MEETING THE
MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE
COMPACTED IN 6 —INCH MAXIMUM LIFTS TO NOT LESS THAN
95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH
OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6—
INCHES OF THE EXCAVATION BELOW THE START OF THE
AGGREGATE SUBBASE OF THE PAVEMENT SHALL BE NO. 53
STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT
AND SHALL BE COMPACTED TO NOT LESS THAN 95
STANDARD PROCTOR DENSITY. IF THE STANDARD PRACTICE
OF THE UTILITY THAT HAS JURISDICTION OVER THE
INSTALLATION HAS A MORE STRINGENT FINAL BACKFILL
REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL
GOVERN.
10. ANY UTILITY OR LATERAL CROSSINGS CLOSER THAN 8 INCHES
IN SEPARATION REQUIRES CONCRETE ENCASEMENT.
11. FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY
MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS
UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE
UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED
PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE
PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND
AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0 IF THE
STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION
OVER THE INSTALLATION HAS A MORE STRINGENT COVER
REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL
GOVERN.
12. BEDDING, HAUNCHING AND INITIAL BACKFILL MATERIALS,
PLACEMENT AND COMPACTION FOR WATER MAINS, WATER
SERVICE LATERALS, SANITARY MAINS AND SANITARY SERVICE
LATERALS SHALL BE IN ACCORDANCE WITH THE STANDARD
PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE
INSTALLATION.
0
w
pON T. Q
c GISTER i
N o.
10000075
7 STATE OF
g' ONAL "^!DIANP•
G \C�
S Et\
nu►nnusu
DATE: 1/30/06
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 WRI1ILN CONSENT OF THE SCHNEIDER
CORPORATION.
COPYRIGHTED BY THE SCHNEIDER CORP. (2006)
Schneider
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 301
Carmel, IN 46032
Telephone: 317.56 9.8112
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