HomeMy WebLinkAboutC102 Grading, Drainage & Utility Planr
1
BRENWICK TND COMMUNITIES, LLC
CARMEL, INDIANA
PROJECT NO.:
1238.020
DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
GRADING, DRAINAGE
UTILITY PLAN
DRAWING FILES:
N:\1238\020\DWGS\BLDGAC102.DWG
XREF: 020- BS.DWG
XREF: 012BS.DWG
XREF: MID BS.DWG
XREF: 3001 ABS.DWG
XREF: BLDG2bs.DWG
SHEET NO.:
C ,..c.
(0) 1
.�i
1
895.66
896.25
897.0
897
0)
897.25
co
EXISTING VILLAGE OF
W[STCLAY SECTION 3001 -A
THE VILLAGE CENTER PART 2,
BLOCK "F"
If
EX
C' 06
1-
897.4
X 30" RCP
P €ARKII`G AREA --1!!
UNDR CCNSTRUCTIOI
I=
RAN
ME
96.78 TC
96.287 GUT
Q
W
189fr1
ir'i
896.90
TC /M
k NIP kiitEl
EX. 6" SANITARY LATERAL
EX. CLEAN OUT
rn
896.50
EXISTING VILLAGE OF
WESTCLAY SECTION
3001-C
E
w
897.09 TC
896.59 GUT 6
E
LATERAL
N OUT
897.1 f TC {697.781TC/ME
•.65 GUT(897.28 )GUT
897.5 2" DOMESTIC/
WATER SERVICE
1 896.7
EX. TC= 896.95 8' •w70
896.34
896.45 896.29
4.
ME
EXISTING
BUILDING
UNDER CONSTRUCTION
4" FIRE PROTECTION LINE
POST :INDICATOR VALVE 89679
896.8
UISTING
BUILDING
ME
PROPOSED COMMERCIAL
BUILDING 2
F.F.E. 896.47
PAD= 896.20
896.5
10' DU &SE
EX. 8 WATER MAIN
RHETTSBURY STREET
zees po
fai
F896.5
EX. 30" RCP
895.95
895.85
8
896.39
896.39
‘j896.39
15' DU &SE
895.8
1
EX. TC= 895.43
I I
ii
a
U
cI
X
W
896.08ITC /ME
c0
TC /ME 895.5
895.24 C /ME
EX. TC= 895.04
895.4
EX. HYDRANT
895.0 ITC/M
895.3)
EX. 8" PVC
EXIST. 75'
CD
LLJ
O
CD
w
w
EX. 30" RCPT
895.1 TC/ME1
y i
895.2 lTC /ICE
894.8 ITC /ME
EX. 12 RCP
I O
W
Cf)
CD
W
W
1111ENICIHEMIAIRIK_
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
Ex. 8" PVC
X. ETC= 895.13
EX. TC =897.tS
N
0
Li J
W
U
L.1.J
C7
LLJ
ASSUMED NORTH
SCALE: 1"=20'
(0-1EINIEIRAIL, IN
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 10 HIS PHASE OF WORK. IT SHALL ALSO BE THE
CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF
THE VARIOUS UTILITIES FOR PROPER STAKED LOCATIONS FOR
EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR
SHALL NOTIFY IN WRITING THE OWNER AND 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 HAMILTON COUNTY
SURVEYOR SHALL APPLY FOR ALL STORM SEWERS.
4. STANDARD SPECIFICATIONS FOR CLAY TOWNSHIP REGIONAL
WASTE DISTRICT APPLY FOR ALL SANITARY SEWERS.
5. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES
RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH
GRANULAR MATERIAL.
6. 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.
7. SERVICE WALKS SHALL BE NON REINFORCED CONCRETE 4"
THICK AND WIDTH AS INDICATED ON PLANS.
8. 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 ARE TO BE INSTALLED
PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR LESS WITH A
CONTRACTION JOINT EVERY 20' OR LESS.
9. 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).
000
x ELEV
(000.00)
000.00
E
T
G
N
O
NW-
Existing Storm Sewer
Existing Sanitary Sewer
Proposed Water Service
Existing Contour
Existing Elevation
New Pavement Grade
All Other Finish Grades
Flow Arrow
Burried Electric
Burried Telephone
Burried Gas Line
Water Valve
Water Meter
Existing Pavement
HOLEY MOLEY SAYS
"DON'T
DIG
BLIND"
MO^
"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 Concrete Service Walk
W
cc
U` tttilllfltl/ll il �i1
G1S ERF
NO.
9800085
STATE OF
SSiONAL
"Iuumu%►to""o
DATE:
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.
QC COPYRIGHTED BY THE SCHNEIDER CORP. (2002)
(1
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
EX. TC=897.09
DATE:
03/28/02
PROJECT NO.:
1238.020
DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
GRADING, DRAINAGE
UTILITY PLAN
DRAWING FILES:
N:\1238\020\DWGS\BLDGAC102.DWG
XREF: 020- BS.DWG
XREF: 012BS.DWG
XREF: MID BS.DWG
XREF: 3001 ABS.DWG
XREF: BLDG2bs.DWG
SHEET NO.:
C ,..c.
(0) 1
.�i
895.66
896.25
897.0
897
0)
897.25
co
EXISTING VILLAGE OF
W[STCLAY SECTION 3001 -A
THE VILLAGE CENTER PART 2,
BLOCK "F"
If
EX
C' 06
1-
897.4
X 30" RCP
P €ARKII`G AREA --1!!
UNDR CCNSTRUCTIOI
I=
RAN
ME
96.78 TC
96.287 GUT
Q
W
189fr1
ir'i
896.90
TC /M
k NIP kiitEl
EX. 6" SANITARY LATERAL
EX. CLEAN OUT
rn
896.50
EXISTING VILLAGE OF
WESTCLAY SECTION
3001-C
E
w
897.09 TC
896.59 GUT 6
E
LATERAL
N OUT
897.1 f TC {697.781TC/ME
•.65 GUT(897.28 )GUT
897.5 2" DOMESTIC/
WATER SERVICE
1 896.7
EX. TC= 896.95 8' •w70
896.34
896.45 896.29
4.
ME
EXISTING
BUILDING
UNDER CONSTRUCTION
4" FIRE PROTECTION LINE
POST :INDICATOR VALVE 89679
896.8
UISTING
BUILDING
ME
PROPOSED COMMERCIAL
BUILDING 2
F.F.E. 896.47
PAD= 896.20
896.5
10' DU &SE
EX. 8 WATER MAIN
RHETTSBURY STREET
zees po
fai
F896.5
EX. 30" RCP
895.95
895.85
8
896.39
896.39
‘j896.39
15' DU &SE
895.8
1
EX. TC= 895.43
I I
ii
a
U
cI
X
W
896.08ITC /ME
c0
TC /ME 895.5
895.24 C /ME
EX. TC= 895.04
895.4
EX. HYDRANT
895.0 ITC/M
895.3)
EX. 8" PVC
EXIST. 75'
CD
LLJ
O
CD
w
w
EX. 30" RCPT
895.1 TC/ME1
y i
895.2 lTC /ICE
894.8 ITC /ME
EX. 12 RCP
I O
W
Cf)
CD
W
W
1111ENICIHEMIAIRIK_
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
Ex. 8" PVC
X. ETC= 895.13
EX. TC =897.tS
N
0
Li J
W
U
L.1.J
C7
LLJ
ASSUMED NORTH
SCALE: 1"=20'
(0-1EINIEIRAIL, IN
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 10 HIS PHASE OF WORK. IT SHALL ALSO BE THE
CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF
THE VARIOUS UTILITIES FOR PROPER STAKED LOCATIONS FOR
EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR
SHALL NOTIFY IN WRITING THE OWNER AND 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 HAMILTON COUNTY
SURVEYOR SHALL APPLY FOR ALL STORM SEWERS.
4. STANDARD SPECIFICATIONS FOR CLAY TOWNSHIP REGIONAL
WASTE DISTRICT APPLY FOR ALL SANITARY SEWERS.
5. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES
RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH
GRANULAR MATERIAL.
6. 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.
7. SERVICE WALKS SHALL BE NON REINFORCED CONCRETE 4"
THICK AND WIDTH AS INDICATED ON PLANS.
8. 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 ARE TO BE INSTALLED
PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR LESS WITH A
CONTRACTION JOINT EVERY 20' OR LESS.
9. 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).
000
x ELEV
(000.00)
000.00
E
T
G
N
O
NW-
Existing Storm Sewer
Existing Sanitary Sewer
Proposed Water Service
Existing Contour
Existing Elevation
New Pavement Grade
All Other Finish Grades
Flow Arrow
Burried Electric
Burried Telephone
Burried Gas Line
Water Valve
Water Meter
Existing Pavement
HOLEY MOLEY SAYS
"DON'T
DIG
BLIND"
MO^
"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 Concrete Service Walk
W
cc
U` tttilllfltl/ll il �i1
G1S ERF
NO.
9800085
STATE OF
SSiONAL
"Iuumu%►to""o
DATE:
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.
QC COPYRIGHTED BY THE SCHNEIDER CORP. (2002)
(1
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
EX. TC=897.09