HomeMy WebLinkAboutC102 Development Plant
i
BRENWICK DEVELOPMENT CO.
CARMEL, INDIANA
PROJECT NO.:
1238.1202
DRAWN BY:
DCC
f Wesi
ti INDIANA
SHEET TITLE:
DEVELOPMENT
PLAN
DRAWING FILES:
N: \1238 \1202 \DWGS \C101- 102.DWG
XREF: 1009BS.DWG
XREF: 1201BS.DWG
XREF: 1202ABS.DWG
XREF: 1202BBS.DWG
XREF: CA11.DWG, CA14.DWG
XREF: MID -BS -E -B.DWG
SHEET NO.:
C
02
r
1.7;31.65 17 +00
890.
247
MFPG =889.1
RIP RAP
REQ'D.
247
MFPG =889.1
?Oj
TC= 888.50
=OC
MONS
TC =892.4
(000.00)
1000.001
(000.00)
000.001
NOTE:
ANY EASEMENT OR RIGHT -OF -WAY
SHOWN ACROSS OR WITHIN THE
PANHANDLE EASTERN PIPELINE
EASEMENT IS SUBJECT TO THE
RIGHTS OF THAT EASEMENT AND
PANHANDLE EASTERN PIPELINE
APPROVAL.
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
Corrected Grades
Storm Structure Number
Sanitary Structure Number
Flow Arrow
6" Subsurface Drain
Swale (10
Water Main
Section A B Breakline
12002
2 5�
MFPG =889.1
12002 -A
P 37 +34
891.7
891.0
891.2
29 °F 12
6.7'
20' BL
PVI:9 +t5: 9 +00
47' OF 15" RCP
890.3
890,5
889.92
25
MFPG =889.1
260
MFPG =889.1
131.26'
891.2
891.7
253
MFPG =889:1
890.0
890.0
40 +00
(890.15),
41 +00
(890.79)
892.0
892.5
254
MFPG =889.1
49.
TC= 888.05
12002-
i
257
MFPG =889.1
COMMONS
DU&SE
TC= 891.30
884.8
890.6
891.1
889.8
890.6
890.5
886.6
885.8
885.0
885.9
884.0
SUB SURFACE DRAINAGE
SANITARY SEWER
STORM SEWER
RECORD DRAWING
RIP RAP
REQ'D.
Existing
Village of WestClay
Hourglass Lake
\ORvAL POOL 884.0
100 YEAR ELEV. 887.03
TOP OF BA \K 889.00
'JO N 1
Existing Trees
Existing Gas Main
Existing Telephone
Existing Water Main
Existing Flowline
Existing Overhead Utilities
Minimum Flood Protection Grade
2' Above 100 yr Flooding Source
(Lowest Structure Opening
Permitted: window, door, etc.)
0 2' Chairback Curb
2' Chairback Curb w/o Gutter
2' Valley Gutter
Protective Bollard
Face of Curb to Face of Curb
Back of Curb to Back of Curb
Existing Rip Rap
Around Hourglass Lake
Emergency Overflow
Route/
RIP RAP
REQ'D.
INV -884.0
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 HAMILTON COUNTY
SURVEYOR SHALL APPLY FOR ALL STORM SEWERS.
4. STANDARD SPECIFICATIONS FOR CLAY TOWNSHIP REGIONAL
WASTE DISTRICT SHALL 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 4' IN WIDTH.
8. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT
TO BE CONSTRUCTED BY OTHERS.
I HIM AI'z s.
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
235
i
i
i
i
9. EXPANSION JOINTS AREA 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.
10. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
11. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPLIANCE WITH APPLICABLE 0.S.H.A.
STANDARDS FOR WORKER SAFETY.
12. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES.
13. 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.
14. ALL FILL AREAS (ENGINEERED FILL) 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).
FILL SHOULD EXHIBIT A MAXIMUM DRY DENSITY OF AT LEAST 105
PCF, AND HAVE A LIQUID LIMIT LESS THAN 50 AND PLASTICITY INDEX
OF LESS THAN 25. SANDY FILL MUST HAVE LESS THAN 15% FINES
PASSING A #200 SIEVE.
15. WATERMAIN VALVES SHALL NOT BE LOCATED UNDER PAVEMENT.
16. 100 YEAR FLOOD PLAINS, FLOODWAY FRINGES FLOODWAYS PER
FEMA AND IDNR STUDIES: NONE
RIP RAP
REQ'D.
INV- 884.00
891.6
207.9
GL FLAG
HOLEY MOLEY SAYS
ee DON'
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.
885.0
229
MFPG=889.1
GL FLAG
GL MKf
\,SSD- I N V
ASSUMED NORTH
SCALE: 1"=50'
BEGIN CONSTRUCTION
AT STA 1 +10
MARKERS
W
O
U
U
W
W
5
W
W
J H W N Z
U V O g
00
w
Cn 1j co cp
W
vi
W
O U W MJ W U
U
Z
W
J
U
CC
W
0
W
W
W o N
O
4 440
0
CA op CD
(n(j
U
8 2
w
c ri4L.ric0
o i K t T
0 (0
P��GISTER F
Q> o
No.
0000075
STATE OF
w
ND!
S IONAL
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)
‘b,
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
Geotechn ical Services
GIS LIS
Home Builder Services
Interior Design
Land Surveying
Landscape Architecture
Transportation Engineering
DATE:
11/30/04
PROJECT NO.:
1238.1202
DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
DEVELOPMENT
PLAN
DRAWING FILES:
N: \1238 \1202 \DWGS \C101- 102.DWG
XREF: 1009BS.DWG
XREF: 1201BS.DWG
XREF: 1202ABS.DWG
XREF: 1202BBS.DWG
XREF: CA11.DWG, CA14.DWG
XREF: MID -BS -E -B.DWG
SHEET NO.:
C
02
1.7;31.65 17 +00
890.
247
MFPG =889.1
RIP RAP
REQ'D.
247
MFPG =889.1
?Oj
TC= 888.50
=OC
MONS
TC =892.4
(000.00)
1000.001
(000.00)
000.001
NOTE:
ANY EASEMENT OR RIGHT -OF -WAY
SHOWN ACROSS OR WITHIN THE
PANHANDLE EASTERN PIPELINE
EASEMENT IS SUBJECT TO THE
RIGHTS OF THAT EASEMENT AND
PANHANDLE EASTERN PIPELINE
APPROVAL.
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
Corrected Grades
Storm Structure Number
Sanitary Structure Number
Flow Arrow
6" Subsurface Drain
Swale (10
Water Main
Section A B Breakline
12002
2 5�
MFPG =889.1
12002 -A
P 37 +34
891.7
891.0
891.2
29 °F 12
6.7'
20' BL
PVI:9 +t5: 9 +00
47' OF 15" RCP
890.3
890,5
889.92
25
MFPG =889.1
260
MFPG =889.1
131.26'
891.2
891.7
253
MFPG =889:1
890.0
890.0
40 +00
(890.15),
41 +00
(890.79)
892.0
892.5
254
MFPG =889.1
49.
TC= 888.05
12002-
i
257
MFPG =889.1
COMMONS
DU&SE
TC= 891.30
884.8
890.6
891.1
889.8
890.6
890.5
886.6
885.8
885.0
885.9
884.0
SUB SURFACE DRAINAGE
SANITARY SEWER
STORM SEWER
RECORD DRAWING
RIP RAP
REQ'D.
Existing
Village of WestClay
Hourglass Lake
\ORvAL POOL 884.0
100 YEAR ELEV. 887.03
TOP OF BA \K 889.00
'JO N 1
Existing Trees
Existing Gas Main
Existing Telephone
Existing Water Main
Existing Flowline
Existing Overhead Utilities
Minimum Flood Protection Grade
2' Above 100 yr Flooding Source
(Lowest Structure Opening
Permitted: window, door, etc.)
0 2' Chairback Curb
2' Chairback Curb w/o Gutter
2' Valley Gutter
Protective Bollard
Face of Curb to Face of Curb
Back of Curb to Back of Curb
Existing Rip Rap
Around Hourglass Lake
Emergency Overflow
Route/
RIP RAP
REQ'D.
INV -884.0
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 HAMILTON COUNTY
SURVEYOR SHALL APPLY FOR ALL STORM SEWERS.
4. STANDARD SPECIFICATIONS FOR CLAY TOWNSHIP REGIONAL
WASTE DISTRICT SHALL 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 4' IN WIDTH.
8. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT
TO BE CONSTRUCTED BY OTHERS.
I HIM AI'z s.
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
235
i
i
i
i
9. EXPANSION JOINTS AREA 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.
10. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
11. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPLIANCE WITH APPLICABLE 0.S.H.A.
STANDARDS FOR WORKER SAFETY.
12. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES.
13. 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.
14. ALL FILL AREAS (ENGINEERED FILL) 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).
FILL SHOULD EXHIBIT A MAXIMUM DRY DENSITY OF AT LEAST 105
PCF, AND HAVE A LIQUID LIMIT LESS THAN 50 AND PLASTICITY INDEX
OF LESS THAN 25. SANDY FILL MUST HAVE LESS THAN 15% FINES
PASSING A #200 SIEVE.
15. WATERMAIN VALVES SHALL NOT BE LOCATED UNDER PAVEMENT.
16. 100 YEAR FLOOD PLAINS, FLOODWAY FRINGES FLOODWAYS PER
FEMA AND IDNR STUDIES: NONE
RIP RAP
REQ'D.
INV- 884.00
891.6
207.9
GL FLAG
HOLEY MOLEY SAYS
ee DON'
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.
885.0
229
MFPG=889.1
GL FLAG
GL MKf
\,SSD- I N V
ASSUMED NORTH
SCALE: 1"=50'
BEGIN CONSTRUCTION
AT STA 1 +10
MARKERS
W
O
U
U
W
W
5
W
W
J H W N Z
U V O g
00
w
Cn 1j co cp
W
vi
W
O U W MJ W U
U
Z
W
J
U
CC
W
0
W
W
W o N
O
4 440
0
CA op CD
(n(j
U
8 2
w
c ri4L.ric0
o i K t T
0 (0
P��GISTER F
Q> o
No.
0000075
STATE OF
w
ND!
S IONAL
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)
‘b,
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
Geotechn ical Services
GIS LIS
Home Builder Services
Interior Design
Land Surveying
Landscape Architecture
Transportation Engineering