HomeMy WebLinkAboutC201 Street Plan & ProfileTT:7
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EXISTING
Village. of WestClay
SECTION AGOI
HOLRCLASS DRV
LOW POINT ELEV 889.07
N LOW POINT STA 30 +99.31
o PVI STA 30 +99.43
co
PVI ELEV 888.87
50.00' VC
HIGH POINT ELEV 892.80
HIGH POINT STA 28 +32.41
PVI STA 28 +42
PVI ELEV 892.92
EXISTING
Village of WestClay
SECTION 3004 VILLAGE
CENTER, PART 1
ET RLA\
ET POflL
—0.70%
EX. 30" RCP
INV- 885.0±
51.00' VC
HIGH POINT ELEV 891.76
HIGH POINT STA 22 +93.70
PVI STA 22 +90
PVI ELEV 891.86
Existing Grade
New Grade
OLEY MOLEY SAYS
DON'T
DIG
BLIND"
THE LAW"
CAEL RKING DAYS BEFORE YOU DIG
00- 382 -5544
CALL TOLL FREE
P R I NDIANA STATE LAW IS -69 -1991.
I S AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
0.94%
Sheet Number Description
0801 4 Street Cross Section Details
C801 2 Concrete Sidewalk Detail
C801 3 Sidewalk Ramp For Handicapped Detail
C801 2 Curb Detail
C801 7 Pipe Underdrain Detail
C301 Intersection and Cul —de —sac Details
All Streets to be 28' FC to FC in width unless otherwise noted.
]OTI All Rights —of —way to be 50' in width unless otherwise noted.
TB M #44
USGS BENCHMARK
CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT
EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE
FARM ENTRANCE.
ELEVATION 893.39
TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN
COMPLIANCE WITH APPLICABLE 0.S.H.A. STANDARDS FOR WORKER
SAFETY.
3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY
ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS.
4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES.
SCALE: 1"=50'
DATE: PROJECT NO.:
3/1/04 1238. V02
DRAWN BY: CHECKED BY:
DCC
SHEET TITLE:
STREET
PLAN PROFILE
DRAWING FILES:
N: \1238 \V02 \DWGS \C201.DWG
XREF: V02- BS.DWG
XREF: 1201BS.DWG
XREF: 3004BS.DWG
XREF: AGOIBS.DWG
XREF: STREET.DWG
XREF: MID- BS -E.DWG
SHEET NO.:
1 T. U
NO.
0000075
STATE OF
'ONAL
Etlasollim J /IlIlIll 1 1 1 1 Ittt1�����
I al""al°
DATE: 3/1/04
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)
tft,
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
C 20 .11..'-
TT:7
I
11// h f y'
9
I l i
if 1i li 0/ 1. qi %l i� I
1 b 4l� ii�v
i
b//// FUNRE
*l of WeslClay�
Li -qlG r i mlll I
p
I/ I /I///
1 pil i
1111 „�'P
EXISTING
Village. of WestClay
SECTION AGOI
HOLRCLASS DRV
LOW POINT ELEV 889.07
N LOW POINT STA 30 +99.31
o PVI STA 30 +99.43
co
PVI ELEV 888.87
50.00' VC
HIGH POINT ELEV 892.80
HIGH POINT STA 28 +32.41
PVI STA 28 +42
PVI ELEV 892.92
EXISTING
Village of WestClay
SECTION 3004 VILLAGE
CENTER, PART 1
ET RLA\
ET POflL
—0.70%
EX. 30" RCP
INV- 885.0±
51.00' VC
HIGH POINT ELEV 891.76
HIGH POINT STA 22 +93.70
PVI STA 22 +90
PVI ELEV 891.86
Existing Grade
New Grade
OLEY MOLEY SAYS
DON'T
DIG
BLIND"
THE LAW"
CAEL RKING DAYS BEFORE YOU DIG
00- 382 -5544
CALL TOLL FREE
P R I NDIANA STATE LAW IS -69 -1991.
I S AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
0.94%
Sheet Number Description
0801 4 Street Cross Section Details
C801 2 Concrete Sidewalk Detail
C801 3 Sidewalk Ramp For Handicapped Detail
C801 2 Curb Detail
C801 7 Pipe Underdrain Detail
C301 Intersection and Cul —de —sac Details
All Streets to be 28' FC to FC in width unless otherwise noted.
]OTI All Rights —of —way to be 50' in width unless otherwise noted.
TB M #44
USGS BENCHMARK
CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT
EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE
FARM ENTRANCE.
ELEVATION 893.39
TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN
COMPLIANCE WITH APPLICABLE 0.S.H.A. STANDARDS FOR WORKER
SAFETY.
3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY
ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS.
4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES.
SCALE: 1"=50'
DATE: PROJECT NO.:
3/1/04 1238. V02
DRAWN BY: CHECKED BY:
DCC
SHEET TITLE:
STREET
PLAN PROFILE
DRAWING FILES:
N: \1238 \V02 \DWGS \C201.DWG
XREF: V02- BS.DWG
XREF: 1201BS.DWG
XREF: 3004BS.DWG
XREF: AGOIBS.DWG
XREF: STREET.DWG
XREF: MID- BS -E.DWG
SHEET NO.:
1 T. U
NO.
0000075
STATE OF
'ONAL
Etlasollim J /IlIlIll 1 1 1 1 Ittt1�����
I al""al°
DATE: 3/1/04
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)
tft,
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