HomeMy WebLinkAboutC101 Development PlanSTR.#
T.C.
INV. IN INV. OUT
DEPTH
STR. SIZE
STR. TYPE
NEENAH
CASTING TYPE
PIPE SIZE
DIRECTION
IN
OUT
IN
OUT
EX656
898.61
892.43
892 43
2.75'
EXISTING
R- 1772 -A
30
30"
N
SE
894.71
12"
W
660
897.80
892.77
892.77
1 -67'
60"
MANHOLE
R -4342
24
30"
E
S
894 69
15"
661
899.90
892 88
892 88
4.78
48"
MANHOLE
R -4342
21"
24"
N
W
662
898.50
893.12
893.12
3.41'
48"
MANHOLE
R -4342
21"
21"
NE
S
663
900.63
893.36
893.36
5.29'
48"
MANHOLE
R -3010
21"
21"
N
SW
664
900.63
893.41
893.41
5.51'
48"
MANHOLE
R -3010
18"
21"
N
S
665
897_70
893_73
893 73
2.26'
48"
MANHOLE
R -4342
18"
18"
W
S
666
900.30
894.05
894.05
4.50'
48"
MANHOLE
R- 1772 -A
18"
18"
N
E
667
896.80
894.29
894.29
1.07'
24 "x24"
STORM STRUCTURE
R- 1772 -A
15"
18"
NW
S
668
898.72
894.77
894.61
2.51'
48"
MANHOLE
R -3010
15'
15"
NE
SE
894 61
12
W
669
898.72
895.10
894.86
2.45'
24 "x24"
CURB INLET
R -3010
12"
12"
NW
E
675
899.50
895.61
895.61
895.75
2.45'
24 "x24"
CURB INLET
R -3010
12"
15"
W
E
676
899.50
2.58'
24 "x24"
CURB INLET
R -3010
12"
E
677
896_80
894_73
0.63
24 "x24"
BEEHIVE INLET
R -4342
15"
SW
678
898_90
895 40
2 33
24 "x2.4"
BEEHIVE INLET
R -4342
12"
SE
680
892.30
892.30
END SECTION
12"
NE
681
901.00
895.44
895.44
4.39'
48"
MANHOLE
R- 1772 -A
12"
12"
NE
SW
682
901.15
896.18
896.18
3.80'
48'
MANHOLE
R -3010
12"
12"
NE
SW
683
900 66
896 77
896 77
2.72_'
24"x24"
CURB INLET
R -3010
12"
12"
W
SW
684
900.66
896.91
2.58'
24 "x24"
CURB INLET
R -3010
12"
E
MIS
PT Z -96.49 2 3
X03.42 a 0,
24 +00 ~C 2/-±06.
1 0 DU&SE
RAG
1
3 100.88 R90
993j 3
-LII
3
ID I
1
C
s0=9C 80
65,09' 31.89'
MFPG =897.3
123
902 20 BE
95.89'
43.01' 17.56'
ii iitama
177.24
171.51
900.4
0.40
R V
33
227.72'
J�
Q,
r I
1
`ti I o
89!9 9 I
55
50' R 4 J
0 H
1 73,
134
MFPG =897.3
v
ATCH
o
CY
2
L
s?UB 05' OF 8' PVC
C
0.42% CAP
59 4.0'
\E
241:17'
51
FOR CONTINUATION SEE THIS SHEET AT RIGHT
13
3
N)
cb
0
r
EX 9T4" C CLRR AND
PAVEMENT 0 21 BE 04.W
CUT FOP LOTH RAMS CN.
LEI
895.0
Il 39.97
Village of
WestC ay
FJTJRE
,'SECTION 9007
1,,
110=u5
EX
0
00
EXISTING
VILLAGE OF WEST
SECTION 9005
.0
OP
8'9
5
000
TC =1698 .6 �3
0
0
c
0
(E
000
RED
000
3
0
20
V
V
ATC
LI
000
\E
v IC 90
No-
I X1S CURE A•�,T
047270211 ._1) 00 SAW
CU f 1 SOR 007C AT S7OON
241
"illage of WestCcy
TORE SECTION 9007
L
136T14 T BEET
80'
FOR CONTINUATION SEE THIS SHEET AT LEFT
i
F>tdrOU N T
kCET
CO
C, I
E-
W O
1
04.
ICI
IMMO
HOLEY MOLEY SAYS
DON'T
DIG
BLIND"
13 000-
"IT'S THE LAW"
CALL 2 WORKING DAYS 9LFORE YOU GIG
1- 800 -382 -5544
CA L T(OL 95E
I r
PEN 8i 494 5 7 AW 1� 89 1 I.
I S ACA. f��ST 1 LIMA/ E X1CAVA TIE
WEN l l; 1\10 Y C 1i'E INDERVROUNJ
1 AT D1: SERVICE A' [29 WORKING
DAYS BEFORE COMMENCING WORK.
CONTACT THE CITY OF CARMEL UTILITY
DEPARTMENT AT (317) 571 -5648 00R
FIELD LOCATIONS 00 CITY WATER MAINS.
3�
CIH0 A
ASSUMED NORTH
SCALE: 1 =50'
TB2 34
USC'S BENCHMARK
CU' "7" NOR KNNE T BOLT IN FIRE HYDRANT
EAST SIDE HOOVER RD. 100' SOUTH OF CLARIDGE
FARM ENTRANCE.
V4 ON 593.39
Al GRADES AT BOUNDARY SHALL MEET EXISTING GRADES.
2. IT SHA11 BE THE RESPONSIBILITY OF EACH CONTRACTOR TO
VERY Y ALL EXISTING UTiLI TIES .AND CONDITIONS
PERTAINING TO HIS PHASE OF WORK. 11 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 DV "yNEN EILR THE ENGINEER OF
ANY CHANCES, OMISSIONS, OR ERRORS FOJND ON THESE
PLAINS OR IN THE HELD BEFORE WORK 15 STARTED ARTED OR
RESUMED.
STANDARD SPECIFICATIONS FOR THE HAMILTON COUNTY
SURVEYOR SHALL APPLY FOR All_ SJC'091 SEWERS.
4. STANDARD SPECIFICATIONS FOR 1 44 TOWNSHIP -T<EGIONAL
9251E DIS I RIC F SHAH_ APPLY FOR AL'I AN:T," R` SEWERS.
AM PART OE 1HF SANITARY OR STORM TEWEIER TRENCHES
RUNNING UNDER PAVED AREAS TO BE BACKFF__00 WITH
GRANULAR MATERIAL.
THE SIZE AND LOCATION OF EXISTING U TIEITE5 SHOWN ARE
PER N ORMATION PROVIDED BY 'LIE RESPECTIVE UTILITY
COMPANIES. ALL U WY COMPANIES SHOULD BE NCTIFIED
PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF
05 "vCES,
SERVICE WALKS SHALL. BE ':0.) REINFORCED CONCRETE 4"
THICK AND 4' 01 WIDTH.
CC 1E. SERVICE WALK ACROSS FRONTAGE OF EACH _OT
TO BE CONSTRUCTED BY OTHERS.
9 EXPANSION JOINTS AREA TO B0 PLACED AT ALL WALK
INTERSECTIONS .AND BETWEEN WALKS AND PLATFORMS.
SIDEWALK SCORES ARE TO BE ECUA,LL Y SPACED BETWEEN
EXPANSION =0'N S, CONTRACTION JOINTS) AND
PERPENDICULAR TO SIDEWALKS .A.T 5' INTERVALS OR LESS 0 T:0
A CONTRAS 1CN JoINT EVERY 20' OR DESS.
10. TEMPORARY TRAFFIC CONTROL D1 IR ^NO CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
11, ALL CONSTRUCTION ACTIVITY IVITY ON T HS &TE TO BE
PERFORMED IN COMPLIANCE WITH APPL 0491E G.S.H.A.
STANDARDS FOR WORKER SAFETY.
12. CONTRACTOR SHALL MINIMIZE DAMAGE TO E:1511NG TREES.
113. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE
CROSSES PROPOSED HOUSE PADS. All [FIELD TEES
INTERCEPTED TO BE PERPETUATED INTO STORM SEWER
SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN
WRITING THE OWNER AND THE ENGINEER IN ANY
RCDMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED.
AI_.',- FILL AREAS (ENGINEERED FILL-) SHALL BE COMPACTED TO
AT _EAST 95 PERCENT GO THE MAXIMUM DRY DENSITY (ASTM
0-1554 LL UNDER THE FOOT N0 SHALL BE COMPACTED TO AT
LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY (ASTM 0- 1557).
FALL SHOULD EXHIBIT A MAXIMUM DR" DENSITY OF AT LEAS- '05
PCF, AND HAVE ,A LIQUID LIMIT LESS THAN 50 AND PLASTICITY INDEX
00 LESS THAN 25. SANDY FILL MUST HAVE 'LESS THAN 15 19 FINES
PASSING A #200 SIEVE.
15. WATERMAIN VALVES S SHALL NOT BE LOCATED UNDER PAVEMENT.
16. 100 YEAR FL00DPLAINS, ,FLOODWAY FRINGES
AND 050000AYS: 5050
1 room()
000.00)
DM2
(000.00)
(A
01
ILI
r��
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
4" SSD Lot Lateral
Swale (0
Water Main
Existing Trees
Existing Gas Main
Existing Telephone
Existing Water Main
Existing Flowline
Existing Overhead Utilities
C 2' Chairback Curb with Gutter
MFPG Minimum Flood Protection Grade
2' Above 100 yr Flooding Source
(Lowest Structure Opening
Permitted: window, door, etc.)
Emergency Flood Routing
Tree Preservation Limits.
Delineate w /Orange Construction
Fence Prior To Any Earth Moving.
NOTE:
STORM SEWER CASTINGS TO BE LABELED
"DUMP NO WASTE DRAINS TO WATERWAY"
NOTE:
NO KNOWN PUBLIC WATER SYSTEMS WITHIN 50' OF
PROPOSED SANITARY SEWERS.
NO F.E.M.A. OR D.N.R. MAPPED 100 YEAR
FLOODWAY OR FLOODPLAIN PER HAMILTON
COUNTY, IN, MAP NUMBER 18057002026F.
Storm Sewer Structure Table
"`CONTRACTOR TO VERIFY ABOVE OR ALTERNATE STRUCTURE TYPES AND SIZES PER D -18 ON C801.
VAA 00 10111 i 11 wi
3 L3
o.
0000075
STATE :5/
SO 3
III /II yyvvvvvvv
RATE: 7/02/04
THIS DRAWING AND THE IDEAS DESGNS 55
CONCEPTS CONTAINED HERTTIN APE THE xCLU
INTELLECTUAL PROPERTY OF THE SCHNEIDER
CORPORATION, AND ARE NOT TO BE US-_D
REPRODUCED, IN WHOLE OR '.N FART, 51 THOU r
THE WRITTEN CONSENT 0= THE SCHNEIDER.
CORPORA TON.
3 COPYRIGHTED BY THE SCHNEIDER CORP. (/004)
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
T
co
DATE:
7/02/04
PROJECT NO.:
1238.9004
DRAWN BY:
BET
CHECKED BY:
1 SHEET TITLE:
DEVELOPMENT
PLAN
DRAWING FILES:
N: \1238 \9004 \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.:
C
an
MIS
PT Z -96.49 2 3
X03.42 a 0,
24 +00 ~C 2/-±06.
1 0 DU&SE
RAG
1
3 100.88 R90
993j 3
-LII
3
ID I
1
C
s0=9C 80
65,09' 31.89'
MFPG =897.3
123
902 20 BE
95.89'
43.01' 17.56'
ii iitama
177.24
171.51
900.4
0.40
R V
33
227.72'
J�
Q,
r I
1
`ti I o
89!9 9 I
55
50' R 4 J
0 H
1 73,
134
MFPG =897.3
v
ATCH
o
CY
2
L
s?UB 05' OF 8' PVC
C
0.42% CAP
59 4.0'
\E
241:17'
51
FOR CONTINUATION SEE THIS SHEET AT RIGHT
13
3
N)
cb
0
r
EX 9T4" C CLRR AND
PAVEMENT 0 21 BE 04.W
CUT FOP LOTH RAMS CN.
LEI
895.0
Il 39.97
Village of
WestC ay
FJTJRE
,'SECTION 9007
1,,
110=u5
EX
0
00
EXISTING
VILLAGE OF WEST
SECTION 9005
.0
OP
8'9
5
000
TC =1698 .6 �3
0
0
c
0
(E
000
RED
000
3
0
20
V
V
ATC
LI
000
\E
v IC 90
No-
I X1S CURE A•�,T
047270211 ._1) 00 SAW
CU f 1 SOR 007C AT S7OON
241
"illage of WestCcy
TORE SECTION 9007
L
136T14 T BEET
80'
FOR CONTINUATION SEE THIS SHEET AT LEFT
i
F>tdrOU N T
kCET
CO
C, I
E-
W O
1
04.
ICI
IMMO
HOLEY MOLEY SAYS
DON'T
DIG
BLIND"
13 000-
"IT'S THE LAW"
CALL 2 WORKING DAYS 9LFORE YOU GIG
1- 800 -382 -5544
CA L T(OL 95E
I r
PEN 8i 494 5 7 AW 1� 89 1 I.
I S ACA. f��ST 1 LIMA/ E X1CAVA TIE
WEN l l; 1\10 Y C 1i'E INDERVROUNJ
1 AT D1: SERVICE A' [29 WORKING
DAYS BEFORE COMMENCING WORK.
CONTACT THE CITY OF CARMEL UTILITY
DEPARTMENT AT (317) 571 -5648 00R
FIELD LOCATIONS 00 CITY WATER MAINS.
3�
CIH0 A
ASSUMED NORTH
SCALE: 1 =50'
TB2 34
USC'S BENCHMARK
CU' "7" NOR KNNE T BOLT IN FIRE HYDRANT
EAST SIDE HOOVER RD. 100' SOUTH OF CLARIDGE
FARM ENTRANCE.
V4 ON 593.39
Al GRADES AT BOUNDARY SHALL MEET EXISTING GRADES.
2. IT SHA11 BE THE RESPONSIBILITY OF EACH CONTRACTOR TO
VERY Y ALL EXISTING UTiLI TIES .AND CONDITIONS
PERTAINING TO HIS PHASE OF WORK. 11 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 DV "yNEN EILR THE ENGINEER OF
ANY CHANCES, OMISSIONS, OR ERRORS FOJND ON THESE
PLAINS OR IN THE HELD BEFORE WORK 15 STARTED ARTED OR
RESUMED.
STANDARD SPECIFICATIONS FOR THE HAMILTON COUNTY
SURVEYOR SHALL APPLY FOR All_ SJC'091 SEWERS.
4. STANDARD SPECIFICATIONS FOR 1 44 TOWNSHIP -T<EGIONAL
9251E DIS I RIC F SHAH_ APPLY FOR AL'I AN:T," R` SEWERS.
AM PART OE 1HF SANITARY OR STORM TEWEIER TRENCHES
RUNNING UNDER PAVED AREAS TO BE BACKFF__00 WITH
GRANULAR MATERIAL.
THE SIZE AND LOCATION OF EXISTING U TIEITE5 SHOWN ARE
PER N ORMATION PROVIDED BY 'LIE RESPECTIVE UTILITY
COMPANIES. ALL U WY COMPANIES SHOULD BE NCTIFIED
PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF
05 "vCES,
SERVICE WALKS SHALL. BE ':0.) REINFORCED CONCRETE 4"
THICK AND 4' 01 WIDTH.
CC 1E. SERVICE WALK ACROSS FRONTAGE OF EACH _OT
TO BE CONSTRUCTED BY OTHERS.
9 EXPANSION JOINTS AREA TO B0 PLACED AT ALL WALK
INTERSECTIONS .AND BETWEEN WALKS AND PLATFORMS.
SIDEWALK SCORES ARE TO BE ECUA,LL Y SPACED BETWEEN
EXPANSION =0'N S, CONTRACTION JOINTS) AND
PERPENDICULAR TO SIDEWALKS .A.T 5' INTERVALS OR LESS 0 T:0
A CONTRAS 1CN JoINT EVERY 20' OR DESS.
10. TEMPORARY TRAFFIC CONTROL D1 IR ^NO CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
11, ALL CONSTRUCTION ACTIVITY IVITY ON T HS &TE TO BE
PERFORMED IN COMPLIANCE WITH APPL 0491E G.S.H.A.
STANDARDS FOR WORKER SAFETY.
12. CONTRACTOR SHALL MINIMIZE DAMAGE TO E:1511NG TREES.
113. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE
CROSSES PROPOSED HOUSE PADS. All [FIELD TEES
INTERCEPTED TO BE PERPETUATED INTO STORM SEWER
SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN
WRITING THE OWNER AND THE ENGINEER IN ANY
RCDMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED.
AI_.',- FILL AREAS (ENGINEERED FILL-) SHALL BE COMPACTED TO
AT _EAST 95 PERCENT GO THE MAXIMUM DRY DENSITY (ASTM
0-1554 LL UNDER THE FOOT N0 SHALL BE COMPACTED TO AT
LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY (ASTM 0- 1557).
FALL SHOULD EXHIBIT A MAXIMUM DR" DENSITY OF AT LEAS- '05
PCF, AND HAVE ,A LIQUID LIMIT LESS THAN 50 AND PLASTICITY INDEX
00 LESS THAN 25. SANDY FILL MUST HAVE 'LESS THAN 15 19 FINES
PASSING A #200 SIEVE.
15. WATERMAIN VALVES S SHALL NOT BE LOCATED UNDER PAVEMENT.
16. 100 YEAR FL00DPLAINS, ,FLOODWAY FRINGES
AND 050000AYS: 5050
1 room()
000.00)
DM2
(000.00)
(A
01
ILI
r��
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
4" SSD Lot Lateral
Swale (0
Water Main
Existing Trees
Existing Gas Main
Existing Telephone
Existing Water Main
Existing Flowline
Existing Overhead Utilities
C 2' Chairback Curb with Gutter
MFPG Minimum Flood Protection Grade
2' Above 100 yr Flooding Source
(Lowest Structure Opening
Permitted: window, door, etc.)
Emergency Flood Routing
Tree Preservation Limits.
Delineate w /Orange Construction
Fence Prior To Any Earth Moving.
NOTE:
STORM SEWER CASTINGS TO BE LABELED
"DUMP NO WASTE DRAINS TO WATERWAY"
NOTE:
NO KNOWN PUBLIC WATER SYSTEMS WITHIN 50' OF
PROPOSED SANITARY SEWERS.
NO F.E.M.A. OR D.N.R. MAPPED 100 YEAR
FLOODWAY OR FLOODPLAIN PER HAMILTON
COUNTY, IN, MAP NUMBER 18057002026F.
Storm Sewer Structure Table
"`CONTRACTOR TO VERIFY ABOVE OR ALTERNATE STRUCTURE TYPES AND SIZES PER D -18 ON C801.
VAA 00 10111 i 11 wi
3 L3
o.
0000075
STATE :5/
SO 3
III /II yyvvvvvvv
RATE: 7/02/04
THIS DRAWING AND THE IDEAS DESGNS 55
CONCEPTS CONTAINED HERTTIN APE THE xCLU
INTELLECTUAL PROPERTY OF THE SCHNEIDER
CORPORATION, AND ARE NOT TO BE US-_D
REPRODUCED, IN WHOLE OR '.N FART, 51 THOU r
THE WRITTEN CONSENT 0= THE SCHNEIDER.
CORPORA TON.
3 COPYRIGHTED BY THE SCHNEIDER CORP. (/004)
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
T
co