HomeMy WebLinkAbout04070007 C101 Development PlanSTR.#
T.C.
INV. IN
INV. OUT
DEPTH
STR. SIZE
STR. TYPE
NEENAH
CASTING TYPE
PIPE SIZE
DIRECTION
IN
OUT
IN
OUT
606
896.70
892.02
3.24'
48"
MANHOLE
R -4342
15"
S
631
899.30
892.96
892.96
4.36'
48"
MANHOLE
R- 4342
21"
21"
NE
S
632
899.00
893.26
893.26
3.76'
36 "x36"
CURB INLET
R -3010
18"
21"
NE
SW
633
899.00
893.32
893.32
3.97'
24 "x24"
CURB INLET
R -3010
12"
18"
NW
SW
634
899.80
893.46
893.46
5.17'
48"
MANHOLE
R- 1772 -A
12"
12"
N
SE
635
898.40
894.00
894.00
3.23'
48"
MANHOLE
R -4342
12"
12"
E
S
636
897.30
894.30
1.83'
24 "x24"
BEEHIVE INLET
R -4342
12"
W
EX605
895.92
890.91
890.67
2.49'
EXISTING
R -4342
27
S
89 67
EX624
898.30
892.15
892.15
4.17'
EXISTING
R -4342
21"
21"
N
E
77-
899.6
EX. 18" RCP
9at.l
900.64
899.8
27 +00 DERRY
26 +12.48 26 +00 LANE
901.6
900 :7
901.20
55.77
FILL LIMITS
1
MFFE =905.0
108
MFFE =904.9
901.8
901.84
902.2
904.0
901.2
902.81
X. TC =904.30
25 +00
901.68
140.00'
1 901.8 k' 15' DU &SE
113
MFFE =905.
114
MFFE =904.9
37.26'
10' DU &SE
79.99'
902.9
902.
902.4
902.1
900.9
899,9
901.2
900.1
21.
899
120
FFE= 9024
899.2
899.7
20 6.73
aoo 000
89
MFFE902.2
901.2
899.8
899.0
896.7
897.2
87
MFFE= 900.8
899.7
88
MFFE =902.2
897.6
898.1
896.7
897.2
97
MFFE =903.2
117.51'
000
96
MFFE =904.3
20' DU &SE
903.0
901.7
EXISTING" CURB, WALK AND
PAVEMENT TO BE SAW
CUT' FOR SMOOTH TRANSITION
898.6
VILLAG
98
MFFE =902.8
EX. 24" RCP
EX TC 899.90
EXISTING CURB, WALK AND
PAVEMENT TO BE SAW
CUT FOR SMOOTH TRANSITION
MFFE -904.3
93.51 }E 899.3
MFFE =903.0
TC= 900.80
X. C=902.54
20 8L TC 899.
76 .41'
ADJUST
EX TC= 897.10
EXISTING CURB, WALK AND
PAVEMENT TO BE SAW
CUT FOR SMOOTH TRANSITION
EX, 24" RCP
Storm Sewer Structure Table
*CONTRACTOR TO VERIFY ABOVE OR ALTERNATE STRUCTURE TYPES AND SIZES PER D -18 ON 0804.
NOTE:
STORM SEWER CASTINGS TO BE LABELED
"DUMP NO WASTE DRAINS TO WATERWAY"
HOLEY MOLEY SAYS
"DON'T
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.
CONTACT THE CITY OF CARMEL UTILITY
DEPARTMENT AT (317) 571 -2648 FOR
FIELD LOCATIONS OF CITY WATER MAINS.
ASSUMED NORTH
SCALE: 1 =50'
GIEKKJEIl8A]L WCYTIE.�
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.
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 O.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 0- 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 FLOODPLAINS, FLOODWAY FRINGES
AND FLOODWAYS: NONE
E I000.00
]T...J IEMD)
Existing Storm Sewer
New Storm Sewer
Existing Sanitary Sewer
New Sanitary Sewer
Existing Contour
Existing Elevation
000 New Pavement Grade
All Other Finish Grades
Match Existing Grades
(000.00) Corrected Grades
Storm Structure Number
Sanitary Structure Number
Flow Arrow
6" Subsurface Drain
4" SSD Lot Lateral
Swale (U)
Water Main
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.)
c= Emergency Flood Routing
2' Chairback Curb
O 2' Chairback Curb w/o Gutter
0c 2' Valley Gutter
MFFE Minimum Finished Floor Elevation
1' Above Highest Lot Grade
J000.o.J
I ME I
CAUTION:
EXISTING 8" DUCTILE IRON WATERMAIN
ALONG DUMBARTON STREET.
NOTE:
NO KNOWN PUBLIC WATER SYSTEMS WITHIN 50' OF
PROFOSED SANITARY SEWERS.
NO F.E.M.A. OR D.N.R. MAPPED 100 YEAR
FLOODWAY OR FLOODPLAIN PER HAMILTON
COUNTY, IN, MAP NUMBER 18057CO2026F.
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
0
w
U)
w
w
w
0
0
CC
w
0
(.5 w
W p Co Q
N r
-*4 81/
0000075
STATE OF
Ss, <C)
HIf11111tttN11
r L
DATE: 7/02/04
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)
4C,
Schneider
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 100
Carmel, IN 46032
Telephone: 317.569.8112
Fax: 317.826.6410
www. schn eidercorp. corn
Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
GIS LIS
Home Builder Services
Interior Design
Land Surveying
Landscape Architecture
Transportation Engineering
DATE:
7/2/04
PROJECT NO.:
1238.9007
DRAWN BY:
BET
CHECKED BY:
SHEET TITLE:
DEVELOPMENT
PLAN
DRAWING FILES:
N:\1238\9007\DWGS\C101.DWG
XREF: 9004- BS.DWG, 9007- BS.DWG
XREF: 9005-BS.DWG, 9006 -B- BS.DWG
XREF: CA19.DWG, CA20.DWG
XREF: NOR- BS.DWG
SHEET NO.:
.r-
C ..-1..
.4-
77-
899.6
EX. 18" RCP
9at.l
900.64
899.8
27 +00 DERRY
26 +12.48 26 +00 LANE
901.6
900 :7
901.20
55.77
FILL LIMITS
1
MFFE =905.0
108
MFFE =904.9
901.8
901.84
902.2
904.0
901.2
902.81
X. TC =904.30
25 +00
901.68
140.00'
1 901.8 k' 15' DU &SE
113
MFFE =905.
114
MFFE =904.9
37.26'
10' DU &SE
79.99'
902.9
902.
902.4
902.1
900.9
899,9
901.2
900.1
21.
899
120
FFE= 9024
899.2
899.7
20 6.73
aoo 000
89
MFFE902.2
901.2
899.8
899.0
896.7
897.2
87
MFFE= 900.8
899.7
88
MFFE =902.2
897.6
898.1
896.7
897.2
97
MFFE =903.2
117.51'
000
96
MFFE =904.3
20' DU &SE
903.0
901.7
EXISTING" CURB, WALK AND
PAVEMENT TO BE SAW
CUT' FOR SMOOTH TRANSITION
898.6
VILLAG
98
MFFE =902.8
EX. 24" RCP
EX TC 899.90
EXISTING CURB, WALK AND
PAVEMENT TO BE SAW
CUT FOR SMOOTH TRANSITION
MFFE -904.3
93.51 }E 899.3
MFFE =903.0
TC= 900.80
X. C=902.54
20 8L TC 899.
76 .41'
ADJUST
EX TC= 897.10
EXISTING CURB, WALK AND
PAVEMENT TO BE SAW
CUT FOR SMOOTH TRANSITION
EX, 24" RCP
Storm Sewer Structure Table
*CONTRACTOR TO VERIFY ABOVE OR ALTERNATE STRUCTURE TYPES AND SIZES PER D -18 ON 0804.
NOTE:
STORM SEWER CASTINGS TO BE LABELED
"DUMP NO WASTE DRAINS TO WATERWAY"
HOLEY MOLEY SAYS
"DON'T
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.
CONTACT THE CITY OF CARMEL UTILITY
DEPARTMENT AT (317) 571 -2648 FOR
FIELD LOCATIONS OF CITY WATER MAINS.
ASSUMED NORTH
SCALE: 1 =50'
GIEKKJEIl8A]L WCYTIE.�
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.
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 O.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 0- 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 FLOODPLAINS, FLOODWAY FRINGES
AND FLOODWAYS: NONE
E I000.00
]T...J IEMD)
Existing Storm Sewer
New Storm Sewer
Existing Sanitary Sewer
New Sanitary Sewer
Existing Contour
Existing Elevation
000 New Pavement Grade
All Other Finish Grades
Match Existing Grades
(000.00) Corrected Grades
Storm Structure Number
Sanitary Structure Number
Flow Arrow
6" Subsurface Drain
4" SSD Lot Lateral
Swale (U)
Water Main
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.)
c= Emergency Flood Routing
2' Chairback Curb
O 2' Chairback Curb w/o Gutter
0c 2' Valley Gutter
MFFE Minimum Finished Floor Elevation
1' Above Highest Lot Grade
J000.o.J
I ME I
CAUTION:
EXISTING 8" DUCTILE IRON WATERMAIN
ALONG DUMBARTON STREET.
NOTE:
NO KNOWN PUBLIC WATER SYSTEMS WITHIN 50' OF
PROFOSED SANITARY SEWERS.
NO F.E.M.A. OR D.N.R. MAPPED 100 YEAR
FLOODWAY OR FLOODPLAIN PER HAMILTON
COUNTY, IN, MAP NUMBER 18057CO2026F.
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
0
w
U)
w
w
w
0
0
CC
w
0
(.5 w
W p Co Q
N r
-*4 81/
0000075
STATE OF
Ss, <C)
HIf11111tttN11
r L
DATE: 7/02/04
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)
4C,
Schneider
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 100
Carmel, IN 46032
Telephone: 317.569.8112
Fax: 317.826.6410
www. schn eidercorp. corn
Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
GIS LIS
Home Builder Services
Interior Design
Land Surveying
Landscape Architecture
Transportation Engineering