HomeMy WebLinkAboutC101 Development PlanI-SURFACE DRAINAGE
STORM SEWER
SANITARY SEWER
RECORD DRAWING
EX.
it
v4 V j; 09 #.1
t�9
131.59
36 90� Q
46.1'
2
3
15 DC
1
IEBIENFC1-ihAE.A.TRIK.
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
S 12 7.44'
262
GLGLMIFfRAG
-111111.--
E. IoOo.D0
(000.00)
1000.001
I ME I
(000.00)
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 (0
Water Main
Section A Sc B Breakline
IL.IE�C'u�
Existing Trees
Existing Gas Main
Existing Telephone
Existing Water Main
Existing Flowline
Existing Overhead Utilities
MFPG Minimum Flood Protection Grade
2' Above 100 yr Flooding Source
(Lowest Structure Opening
Permitted: window, door, etc.)
O 2' Chairback Curb
:i:i 2' Chairback Curb w/o Gutter
CO 2' Valley Gutter
Protective Bollard
Face of Curb to Face of Curb
Back of Curb to Back of Curb
XX' F -F
XX' B -B
FOR CONTINUATION SEE SHEET C102
12.3'
258
MFPG =889.1
15
52.31'
1
Existin g
CIciridge..Farms
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
AN'� 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.
LJ
MFPG =889.1
\bc
4IEINTIE I O
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
HOLEY MOLEY SAYS
eC 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 IS -69 -1991.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
SSD -INV
0
RTO,
ASSUMED NORTH
SCALE: 1"=50'
DANGER! USE EXTREME CAUTION! Panhandle
Eastern Pipe Line
Company high pressure natural gas pipelines.
Panhandle must be notified
Directly at 317 873 -2410 and through the Indiana
One -Call System two (2)
Full working days in advance of any activity within
the easement and have representative present
during any excavation over or adjacent to its
pipeline.
Pit 37 +34
TC= 892.40
891.2
EXISTING WETLANM
PER EARTH SOURCE k.
FIELD INVESTIGATION
_891.6
MILT
S 38+91.35 39 +00
TREE �O
890.5 PVI 39 +75'
E r �x„
47' OF 15" RCP
TC= 892.50
892.0
11 5.87'
890.58
GL FLAG 36.
GL FLAG 42.0
REMOVE E
EARTH
ti0
235/
i
12OO2B i
GL FLA
8s6.0 1
D &SE &PE
GL FLAG 36.0
889.9
GL FLAG
TC 886.00
886.0 IME
892.4
NOTE:
ALL WETLANDS LOCATED
ON A LOT 'WILL BE REMOVED
AND MITIGATED ELSEWHERE
ON SITE.
891.7
891.0
EX. 12" RCP
890.3
892.5
888.0
880.5
887.4 1 IL
000
SWALE 15 1.0%
EXISTING WETLANDS
PER EARTH SOURCE INC.
FIELD INVESTIGATION
BLOCK "B"
COMMONS
129.23' 15' DU &SE
DEBRIS GUARD REQUIRED e
INV- 883.13
260
MFPG =889.1
TC= 886.80
131.26'
MFPG 889.1
130.J3
888.0
G 4.1,0
1E 887.0
887:x'
C =884.00
GL MKR
The Notes section of the drawing should also
Contain the following restrictions:
1. No permanent structures of any kind shall be
permitted, placed or erected within the easement
area, including storm drain, catch basin, septic
systems, water impoundments, fire hydrants, sign
boards, supports, brace poles, telephone and power
line poles.
2. All roads, driveways, storm drains and utilities
shall cross the pipeline at near or right angles
extending the width of the easement parcel. Road
IM KR crossings much cross at right angles and have a
minimum cover of 36" between the top of the
pipeline and bottom of the pavement extending the
width of the easement parcel. Proposed street
intersections and cul de sac shall be designed
outside of the easement parcel. All utilities shall
be- constructed below the pipelines with a minimum
clearance equal to the diameter of the larger
utility, whichever is greater, but no less that 18
Th:e storm drain must be solid, imperious material
extending the width of the easement parcel. No
`GL MKR foreign structures, appurtenances or related fittings
will be permitted within the easement parcel.
3. Telephone, electric, and plastic gas lines under
'H shall be installed under the pipeline, where
actical, and encased in conduit.
4. No trees, evergreens or shrubs shall be
permitted, placed or planted anywhere on the
easement parcel.
5. Proposed ditches must have a minimum cover
of 36" between the top of pipeline and bottom of
ditch.
6. It is a violation of Federal Law to deface,
obstruct or remove markers without permission
from the pipeline company. Penalties: Up to
$5,000, 1 year in Jail or Both.
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 PIPEUNE
APPROVAL
RCt? 'EX...= 881�7�4'
E --1 RCP CLARIDGE
FARMS _REGULATED DRAIN
W
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CV r 4 Lei (.O
E 44....4,
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)
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:
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: 1201 BS.DWG
XREF: 1202ABS.DWG
XREF: 1202BBS.DWG
XREF: CA11.DWG, CA14.DWG
XREF: MID -BS -E -B.DWG
SHEET NO.:
C 4.16..10 od....1.
I-SURFACE DRAINAGE
STORM SEWER
SANITARY SEWER
RECORD DRAWING
EX.
it
v4 V j; 09 #.1
t�9
131.59
36 90� Q
46.1'
2
3
15 DC
1
IEBIENFC1-ihAE.A.TRIK.
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
S 12 7.44'
262
GLGLMIFfRAG
-111111.--
E. IoOo.D0
(000.00)
1000.001
I ME I
(000.00)
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 (0
Water Main
Section A Sc B Breakline
IL.IE�C'u�
Existing Trees
Existing Gas Main
Existing Telephone
Existing Water Main
Existing Flowline
Existing Overhead Utilities
MFPG Minimum Flood Protection Grade
2' Above 100 yr Flooding Source
(Lowest Structure Opening
Permitted: window, door, etc.)
O 2' Chairback Curb
:i:i 2' Chairback Curb w/o Gutter
CO 2' Valley Gutter
Protective Bollard
Face of Curb to Face of Curb
Back of Curb to Back of Curb
XX' F -F
XX' B -B
FOR CONTINUATION SEE SHEET C102
12.3'
258
MFPG =889.1
15
52.31'
1
Existin g
CIciridge..Farms
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
AN'� 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.
LJ
MFPG =889.1
\bc
4IEINTIE I O
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
HOLEY MOLEY SAYS
eC 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 IS -69 -1991.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
SSD -INV
0
RTO,
ASSUMED NORTH
SCALE: 1"=50'
DANGER! USE EXTREME CAUTION! Panhandle
Eastern Pipe Line
Company high pressure natural gas pipelines.
Panhandle must be notified
Directly at 317 873 -2410 and through the Indiana
One -Call System two (2)
Full working days in advance of any activity within
the easement and have representative present
during any excavation over or adjacent to its
pipeline.
Pit 37 +34
TC= 892.40
891.2
EXISTING WETLANM
PER EARTH SOURCE k.
FIELD INVESTIGATION
_891.6
MILT
S 38+91.35 39 +00
TREE �O
890.5 PVI 39 +75'
E r �x„
47' OF 15" RCP
TC= 892.50
892.0
11 5.87'
890.58
GL FLAG 36.
GL FLAG 42.0
REMOVE E
EARTH
ti0
235/
i
12OO2B i
GL FLA
8s6.0 1
D &SE &PE
GL FLAG 36.0
889.9
GL FLAG
TC 886.00
886.0 IME
892.4
NOTE:
ALL WETLANDS LOCATED
ON A LOT 'WILL BE REMOVED
AND MITIGATED ELSEWHERE
ON SITE.
891.7
891.0
EX. 12" RCP
890.3
892.5
888.0
880.5
887.4 1 IL
000
SWALE 15 1.0%
EXISTING WETLANDS
PER EARTH SOURCE INC.
FIELD INVESTIGATION
BLOCK "B"
COMMONS
129.23' 15' DU &SE
DEBRIS GUARD REQUIRED e
INV- 883.13
260
MFPG =889.1
TC= 886.80
131.26'
MFPG 889.1
130.J3
888.0
G 4.1,0
1E 887.0
887:x'
C =884.00
GL MKR
The Notes section of the drawing should also
Contain the following restrictions:
1. No permanent structures of any kind shall be
permitted, placed or erected within the easement
area, including storm drain, catch basin, septic
systems, water impoundments, fire hydrants, sign
boards, supports, brace poles, telephone and power
line poles.
2. All roads, driveways, storm drains and utilities
shall cross the pipeline at near or right angles
extending the width of the easement parcel. Road
IM KR crossings much cross at right angles and have a
minimum cover of 36" between the top of the
pipeline and bottom of the pavement extending the
width of the easement parcel. Proposed street
intersections and cul de sac shall be designed
outside of the easement parcel. All utilities shall
be- constructed below the pipelines with a minimum
clearance equal to the diameter of the larger
utility, whichever is greater, but no less that 18
Th:e storm drain must be solid, imperious material
extending the width of the easement parcel. No
`GL MKR foreign structures, appurtenances or related fittings
will be permitted within the easement parcel.
3. Telephone, electric, and plastic gas lines under
'H shall be installed under the pipeline, where
actical, and encased in conduit.
4. No trees, evergreens or shrubs shall be
permitted, placed or planted anywhere on the
easement parcel.
5. Proposed ditches must have a minimum cover
of 36" between the top of pipeline and bottom of
ditch.
6. It is a violation of Federal Law to deface,
obstruct or remove markers without permission
from the pipeline company. Penalties: Up to
$5,000, 1 year in Jail or Both.
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 PIPEUNE
APPROVAL
RCt? 'EX...= 881�7�4'
E --1 RCP CLARIDGE
FARMS _REGULATED DRAIN
W
0
U
U
CC
W
N
s
W
W
0
v j U
J
w j
0 c)
U
LL-
C
E o
W>-
CC CC ix
J
LLJ
U V 0
0_ Q
Q
00
0
2 v v
www
C
o d 0 0
.o QOco 00
CD N_) co 00 00
U U U U U W
w e 0 M CI m
CV r 4 Lei (.O
E 44....4,
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)
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