HomeMy WebLinkAboutC102 Grading, Drainage & Utility Plan896.45
EXISTING HELEN
WELLS BUILDING
898.20
897.70
897.00
896.82
895:M5
man
mum
897.84
PLANTER:
898.20
897.70
897.82
893.18
893.43
897.44
895.59
ADJUST TC TO GRADE WYE LAT: 0 +56
WALK
895.12
EX. TELEPHONE LINE
89 TC= 895.12
PROPOSED 6" PVC
SANITARY LATERAL
MIN. 2% SLOPE
EX. TELEPHONE LINE
EX. ELECTRIC LINE,.
EX. ELECTRIC' OUTLET
EX. ELECTRIC LINE
PROPOSED
BUILDING
FFE= 895.20
EX. IRRIGATION
WATER LINE
895.12
895.12
X: GAS LINE WALK a
895.05. WALL
8`5.12
895.00
894.70
894.70
894.70
894.50
44' OF 8" ''\\/C 0.42
TC= 894.42 WY
4" WATER (894.21
SERVICE/ LINE
95.05
894.20
895.57
895.07
1895.531
TC
(895.03)GUT
1892.711
TC
(892.21)GUT
894.00
at LAT.
0 +26
894.33
893.83
894.29
1892.84
TC
(892.34)GUT
1892.801
(892.55)GUT
892.70
892.35
892.85
892.30
892.04
892.16
89218
894.79
894.77
892.75
895.28
894.94
895.08
894.64
894.19
894.48
891.75
EX. HYDRANT
CURB INLET..
EX. TC- 895.04
-6" WATER SERVICE LINE
w w
SANITARY MANHOLE
EX:
10 897.09
EX. TELEPHONE:; LINE
CURB INLET
EX. TC- 897.73
EX. ELECTRIC OUTLET
EX. STREET LIGHT
EX. ELECTRIC LINE
EX. IRRIGATION
WATER LINE
EX: GAS LINE
EX. SPRINKLER VALVE
EX. ELECTRIC OUTLET
EX. 6" CHAIRBACK-
CURB
EX. STREET LIGHT
CURB INLET...
EX. TC- 895.13
EX. INV 886.7,1
30" RCP (I &SE
1897.131
EX. TELEPHONE LINE
SANITARY ANHOLE
EX. TC -895 80
ANITARY ANHOLE
.54
EX. INV- 885.74 8" PVC (W)
EX. INV- 892.19 6" PVC DROP NE
Li
O
w
CD
C7
CT)
L LJ
1897.631
TC
(897.13)GUT
93.94
CURB INLET
EX. TC- 894.01
1897.321
EX. 6" CHAIRBACK
-EX 8" WATER MAIN (893.39
SPRINKLER VALVE
1897.251
CLEAN OUT
TC= B`r7.8
896.70)
897.68 TC
(897.18 .)GUT
TC
(892.93)GUT
TC
(892.68)GUT
1897.941
1897.20 ITC
(896.70)GUT
1896.091
C.O.
TC= 893.20
1892.851
PROPOSED
BUILDING
FFE= 893.05
ROOF
1895.931TC `-1895.831TC
(895.43)GUT (895.33)GUT
TC
(894.27)GUT
PROPOSED 6 PVC SANITARY
LATERAL MIN. 2% SLOPE
156' OF 8" PVC 0.42%
TEMPORARY SWALE
EX. STREET CONNECT ROOF DRAIN
LIGHT TO EXISTING STRUCTURE
TG CURB INLET
EX. TC- 892.49
EX. INV- 888.49 12" RCP (S)
1896.121
TC
(895.62)GUT
TC
(893:198)GUT
EX. IRRIGATION WATER LINE
892.3
1 894.0 1
TEMPORARY SWALE
EX. 8" WATER MAIN
EX. 5' DU &SE
TEMPORARY SWALE
404
TC= 893.05
EXISTING VILLAGE OF
WESTCLAY SECTION 3001 -A
THE VILLAGE CENTER PART 2,
BLOCK "E"
SANITARY MAN'
EX. TC- 893.43
NOTES:
1. CONSTRUCTION OF SIDEWALK IN IMMEDIATE VI
OF EXISTING TREE(S) TO BE COORDINATED WITH
CARMEL URBAN FORESTER SCOTT BREWER, 571-
2. GAS SERVICE TO BE COORDINATED WITH VEC
REPRESENTATIVE JERRY BREECK AT 776 -5526.
3. UTILITY WORK THAT OCCURS WITHIN THE RIGH
OF -WAY OF MEETINGHOUSE ROAD MUST BE PER
THROUGH THE CITY OF CARMEL BOARD OF PUBLI
WORKS.
SSD RISER
TC= 891.40
INV- 888.34 (6" SSD NE)
891.5 1
NITY
TTY
478.
NEW INV- 888.03 6" SSD (SW
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.
NOTE: SEE ARCHITECTURAL PLANS
BY OTHERS FOR BUILDING DIMENSIONS
AND EXACT LOCATIONS OF UTILITY
SERVICE LINES.
ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES.
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 HELD BEFORE WORK IS STARTED OR RESUMED.
STANDARD SPECIFICATIONS FOR THE CITY OF CARMEL
SHALL APPLY FOR ALL STORM SEWERS.
STANDARD SPECIFICATIONS FOR CLAY TOWNSHIP REGIONAL
WASTE DISTRICT APPLY FOR ALL SANITARY SEWERS.
ANY PART OF THE SANITARY OR STORM SEWER TRENCHES
RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH
GRANULAR MATERIAL.
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.
SERVICE WALKS SHALL BE NON- REINFORCED CONCRETE 4"
THICK AND 4' IN WIDTH.
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.
TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
10. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPLIANCE WITH APPLICABLE 0.S.H.A.
STANDARDS FOR WORKER SAFETY.
11. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES.
12. 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.
13. 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).
1
00 0 Existing Contour
x ELEV Existing Elevation
(000.00) New Pavement Grade
All Other Finish Grades
C.O. Clean Out
Flow Arrow
6" Subsurface Drain
ASSUMED NORTH
SCALE: 1 20
000.00
HOLEY MOLEY SAYS
"DON'T
DIG
BLINDn
"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 SUPPLEMENTE
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
Swale (0
Existing Burried Electric
Existing Burried Telephone
Existing Burried Gas Line
Existing Street Light
Location
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
w
U
W
0
w
w
0
V) CV
Z N
O
C uJ
w
w
M
C
0tttttll uu (419
o.
0000075
STATE OF
S /A NAL
IIIIVII
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)
‘10
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
I
BRENWICK DEVELOPMENT CO.
CARMEL, INDIANA
PROJECT NO.:
1238.029
DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
GRADING, DRAINAGE
UTILITY PLAN
DRAWING FILES:
N: \1238 \029 \DWCS \C102.DWG
XREF: 026 B.DWG, 029 BS.DWG
XREF: 3001ABS.DWG 3004BS.DWG
XREF: 1238029T. DWG
XREF: MID- BS- BLK -E.DWG
SHEET NO.:
C
02
f
1
i,
896.45
EXISTING HELEN
WELLS BUILDING
898.20
897.70
897.00
896.82
895:M5
man
mum
897.84
PLANTER:
898.20
897.70
897.82
893.18
893.43
897.44
895.59
ADJUST TC TO GRADE WYE LAT: 0 +56
WALK
895.12
EX. TELEPHONE LINE
89 TC= 895.12
PROPOSED 6" PVC
SANITARY LATERAL
MIN. 2% SLOPE
EX. TELEPHONE LINE
EX. ELECTRIC LINE,.
EX. ELECTRIC' OUTLET
EX. ELECTRIC LINE
PROPOSED
BUILDING
FFE= 895.20
EX. IRRIGATION
WATER LINE
895.12
895.12
X: GAS LINE WALK a
895.05. WALL
8`5.12
895.00
894.70
894.70
894.70
894.50
44' OF 8" ''\\/C 0.42
TC= 894.42 WY
4" WATER (894.21
SERVICE/ LINE
95.05
894.20
895.57
895.07
1895.531
TC
(895.03)GUT
1892.711
TC
(892.21)GUT
894.00
at LAT.
0 +26
894.33
893.83
894.29
1892.84
TC
(892.34)GUT
1892.801
(892.55)GUT
892.70
892.35
892.85
892.30
892.04
892.16
89218
894.79
894.77
892.75
895.28
894.94
895.08
894.64
894.19
894.48
891.75
EX. HYDRANT
CURB INLET..
EX. TC- 895.04
-6" WATER SERVICE LINE
w w
SANITARY MANHOLE
EX:
10 897.09
EX. TELEPHONE:; LINE
CURB INLET
EX. TC- 897.73
EX. ELECTRIC OUTLET
EX. STREET LIGHT
EX. ELECTRIC LINE
EX. IRRIGATION
WATER LINE
EX: GAS LINE
EX. SPRINKLER VALVE
EX. ELECTRIC OUTLET
EX. 6" CHAIRBACK-
CURB
EX. STREET LIGHT
CURB INLET...
EX. TC- 895.13
EX. INV 886.7,1
30" RCP (I &SE
1897.131
EX. TELEPHONE LINE
SANITARY ANHOLE
EX. TC -895 80
ANITARY ANHOLE
.54
EX. INV- 885.74 8" PVC (W)
EX. INV- 892.19 6" PVC DROP NE
Li
O
w
CD
C7
CT)
L LJ
1897.631
TC
(897.13)GUT
93.94
CURB INLET
EX. TC- 894.01
1897.321
EX. 6" CHAIRBACK
-EX 8" WATER MAIN (893.39
SPRINKLER VALVE
1897.251
CLEAN OUT
TC= B`r7.8
896.70)
897.68 TC
(897.18 .)GUT
TC
(892.93)GUT
TC
(892.68)GUT
1897.941
1897.20 ITC
(896.70)GUT
1896.091
C.O.
TC= 893.20
1892.851
PROPOSED
BUILDING
FFE= 893.05
ROOF
1895.931TC `-1895.831TC
(895.43)GUT (895.33)GUT
TC
(894.27)GUT
PROPOSED 6 PVC SANITARY
LATERAL MIN. 2% SLOPE
156' OF 8" PVC 0.42%
TEMPORARY SWALE
EX. STREET CONNECT ROOF DRAIN
LIGHT TO EXISTING STRUCTURE
TG CURB INLET
EX. TC- 892.49
EX. INV- 888.49 12" RCP (S)
1896.121
TC
(895.62)GUT
TC
(893:198)GUT
EX. IRRIGATION WATER LINE
892.3
1 894.0 1
TEMPORARY SWALE
EX. 8" WATER MAIN
EX. 5' DU &SE
TEMPORARY SWALE
404
TC= 893.05
EXISTING VILLAGE OF
WESTCLAY SECTION 3001 -A
THE VILLAGE CENTER PART 2,
BLOCK "E"
SANITARY MAN'
EX. TC- 893.43
NOTES:
1. CONSTRUCTION OF SIDEWALK IN IMMEDIATE VI
OF EXISTING TREE(S) TO BE COORDINATED WITH
CARMEL URBAN FORESTER SCOTT BREWER, 571-
2. GAS SERVICE TO BE COORDINATED WITH VEC
REPRESENTATIVE JERRY BREECK AT 776 -5526.
3. UTILITY WORK THAT OCCURS WITHIN THE RIGH
OF -WAY OF MEETINGHOUSE ROAD MUST BE PER
THROUGH THE CITY OF CARMEL BOARD OF PUBLI
WORKS.
SSD RISER
TC= 891.40
INV- 888.34 (6" SSD NE)
891.5 1
NITY
TTY
478.
NEW INV- 888.03 6" SSD (SW
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.
NOTE: SEE ARCHITECTURAL PLANS
BY OTHERS FOR BUILDING DIMENSIONS
AND EXACT LOCATIONS OF UTILITY
SERVICE LINES.
ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES.
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 HELD BEFORE WORK IS STARTED OR RESUMED.
STANDARD SPECIFICATIONS FOR THE CITY OF CARMEL
SHALL APPLY FOR ALL STORM SEWERS.
STANDARD SPECIFICATIONS FOR CLAY TOWNSHIP REGIONAL
WASTE DISTRICT APPLY FOR ALL SANITARY SEWERS.
ANY PART OF THE SANITARY OR STORM SEWER TRENCHES
RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH
GRANULAR MATERIAL.
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.
SERVICE WALKS SHALL BE NON- REINFORCED CONCRETE 4"
THICK AND 4' IN WIDTH.
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.
TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
10. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPLIANCE WITH APPLICABLE 0.S.H.A.
STANDARDS FOR WORKER SAFETY.
11. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES.
12. 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.
13. 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).
1
00 0 Existing Contour
x ELEV Existing Elevation
(000.00) New Pavement Grade
All Other Finish Grades
C.O. Clean Out
Flow Arrow
6" Subsurface Drain
ASSUMED NORTH
SCALE: 1 20
000.00
HOLEY MOLEY SAYS
"DON'T
DIG
BLINDn
"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 SUPPLEMENTE
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
Swale (0
Existing Burried Electric
Existing Burried Telephone
Existing Burried Gas Line
Existing Street Light
Location
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
w
U
W
0
w
w
0
V) CV
Z N
O
C uJ
w
w
M
C
0tttttll uu (419
o.
0000075
STATE OF
S /A NAL
IIIIVII
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)
‘10
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:
GRADING, DRAINAGE
UTILITY PLAN
DRAWING FILES:
N: \1238 \029 \DWCS \C102.DWG
XREF: 026 B.DWG, 029 BS.DWG
XREF: 3001ABS.DWG 3004BS.DWG
XREF: 1238029T. DWG
XREF: MID- BS- BLK -E.DWG
SHEET NO.:
C
02
896.45
EXISTING HELEN
WELLS BUILDING
898.20
897.70
897.00
896.82
895:M5
man
mum
897.84
PLANTER:
898.20
897.70
897.82
893.18
893.43
897.44
895.59
ADJUST TC TO GRADE WYE LAT: 0 +56
WALK
895.12
EX. TELEPHONE LINE
89 TC= 895.12
PROPOSED 6" PVC
SANITARY LATERAL
MIN. 2% SLOPE
EX. TELEPHONE LINE
EX. ELECTRIC LINE,.
EX. ELECTRIC' OUTLET
EX. ELECTRIC LINE
PROPOSED
BUILDING
FFE= 895.20
EX. IRRIGATION
WATER LINE
895.12
895.12
X: GAS LINE WALK a
895.05. WALL
8`5.12
895.00
894.70
894.70
894.70
894.50
44' OF 8" ''\\/C 0.42
TC= 894.42 WY
4" WATER (894.21
SERVICE/ LINE
95.05
894.20
895.57
895.07
1895.531
TC
(895.03)GUT
1892.711
TC
(892.21)GUT
894.00
at LAT.
0 +26
894.33
893.83
894.29
1892.84
TC
(892.34)GUT
1892.801
(892.55)GUT
892.70
892.35
892.85
892.30
892.04
892.16
89218
894.79
894.77
892.75
895.28
894.94
895.08
894.64
894.19
894.48
891.75
EX. HYDRANT
CURB INLET..
EX. TC- 895.04
-6" WATER SERVICE LINE
w w
SANITARY MANHOLE
EX:
10 897.09
EX. TELEPHONE:; LINE
CURB INLET
EX. TC- 897.73
EX. ELECTRIC OUTLET
EX. STREET LIGHT
EX. ELECTRIC LINE
EX. IRRIGATION
WATER LINE
EX: GAS LINE
EX. SPRINKLER VALVE
EX. ELECTRIC OUTLET
EX. 6" CHAIRBACK-
CURB
EX. STREET LIGHT
CURB INLET...
EX. TC- 895.13
EX. INV 886.7,1
30" RCP (I &SE
1897.131
EX. TELEPHONE LINE
SANITARY ANHOLE
EX. TC -895 80
ANITARY ANHOLE
.54
EX. INV- 885.74 8" PVC (W)
EX. INV- 892.19 6" PVC DROP NE
Li
O
w
CD
C7
CT)
L LJ
1897.631
TC
(897.13)GUT
93.94
CURB INLET
EX. TC- 894.01
1897.321
EX. 6" CHAIRBACK
-EX 8" WATER MAIN (893.39
SPRINKLER VALVE
1897.251
CLEAN OUT
TC= B`r7.8
896.70)
897.68 TC
(897.18 .)GUT
TC
(892.93)GUT
TC
(892.68)GUT
1897.941
1897.20 ITC
(896.70)GUT
1896.091
C.O.
TC= 893.20
1892.851
PROPOSED
BUILDING
FFE= 893.05
ROOF
1895.931TC `-1895.831TC
(895.43)GUT (895.33)GUT
TC
(894.27)GUT
PROPOSED 6 PVC SANITARY
LATERAL MIN. 2% SLOPE
156' OF 8" PVC 0.42%
TEMPORARY SWALE
EX. STREET CONNECT ROOF DRAIN
LIGHT TO EXISTING STRUCTURE
TG CURB INLET
EX. TC- 892.49
EX. INV- 888.49 12" RCP (S)
1896.121
TC
(895.62)GUT
TC
(893:198)GUT
EX. IRRIGATION WATER LINE
892.3
1 894.0 1
TEMPORARY SWALE
EX. 8" WATER MAIN
EX. 5' DU &SE
TEMPORARY SWALE
404
TC= 893.05
EXISTING VILLAGE OF
WESTCLAY SECTION 3001 -A
THE VILLAGE CENTER PART 2,
BLOCK "E"
SANITARY MAN'
EX. TC- 893.43
NOTES:
1. CONSTRUCTION OF SIDEWALK IN IMMEDIATE VI
OF EXISTING TREE(S) TO BE COORDINATED WITH
CARMEL URBAN FORESTER SCOTT BREWER, 571-
2. GAS SERVICE TO BE COORDINATED WITH VEC
REPRESENTATIVE JERRY BREECK AT 776 -5526.
3. UTILITY WORK THAT OCCURS WITHIN THE RIGH
OF -WAY OF MEETINGHOUSE ROAD MUST BE PER
THROUGH THE CITY OF CARMEL BOARD OF PUBLI
WORKS.
SSD RISER
TC= 891.40
INV- 888.34 (6" SSD NE)
891.5 1
NITY
TTY
478.
NEW INV- 888.03 6" SSD (SW
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.
NOTE: SEE ARCHITECTURAL PLANS
BY OTHERS FOR BUILDING DIMENSIONS
AND EXACT LOCATIONS OF UTILITY
SERVICE LINES.
ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES.
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 HELD BEFORE WORK IS STARTED OR RESUMED.
STANDARD SPECIFICATIONS FOR THE CITY OF CARMEL
SHALL APPLY FOR ALL STORM SEWERS.
STANDARD SPECIFICATIONS FOR CLAY TOWNSHIP REGIONAL
WASTE DISTRICT APPLY FOR ALL SANITARY SEWERS.
ANY PART OF THE SANITARY OR STORM SEWER TRENCHES
RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH
GRANULAR MATERIAL.
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.
SERVICE WALKS SHALL BE NON- REINFORCED CONCRETE 4"
THICK AND 4' IN WIDTH.
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.
TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
10. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPLIANCE WITH APPLICABLE 0.S.H.A.
STANDARDS FOR WORKER SAFETY.
11. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES.
12. 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.
13. 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).
1
00 0 Existing Contour
x ELEV Existing Elevation
(000.00) New Pavement Grade
All Other Finish Grades
C.O. Clean Out
Flow Arrow
6" Subsurface Drain
ASSUMED NORTH
SCALE: 1 20
000.00
HOLEY MOLEY SAYS
"DON'T
DIG
BLINDn
"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 SUPPLEMENTE
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
Swale (0
Existing Burried Electric
Existing Burried Telephone
Existing Burried Gas Line
Existing Street Light
Location
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
w
U
W
0
w
w
0
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Z N
O
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w
w
M
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0tttttll uu (419
o.
0000075
STATE OF
S /A NAL
IIIIVII
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)
‘10
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
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