FT Plans(Part 2) 1383180 for Contract Services47 S. GUILFORD ROAD
Line "B"W. CITY CENTERBEGIN PROJECT
14+94.00 "B"14.4'14.4'4711+0012+0013+0014+0015+0016+0017+0018+0019+00DRIVEA
31
Line, Thermoplastic, Dotted White, 12 Inches, 2' Line, 2' Gap22
PAVEMENT MARKING LEGEND
Transverse Marking, Thermoplastic, White Yield Line, 27 Inches Wide
Line, Thermoplastic, Solid Yellow, 4 Inches47
Transverse Marking, Thermoplastic, Solid White, Crosswalk 24 Inches40
Line, Thermoplastic, Solid White, 4 Inches46
36 Transverse Marking, Thermoplastic, White, 24 Inch, Stop Bar
37 Transverse Marking, Thermoplastic, Lane Indication Arrow
35 Line, Thermoplastic, Solid White, Crosswalk, 6 Inches
Line, Thermoplastic, Dotted White, 4 Inches, 2' Line, 2' Gap50
SIGN LEGEND
Relocate Exist. Sign On New Post(s)
No Change Required To Exist. Sign & Supports
C
A
B Remove Exist. Sheet Sign & Supports
New Sign And Post(s)D
S. GUILFORD ROAD
WATERLILY WAYW. 126th ST.CHIMNEYROCK DR.Line "B"11'11'11'11'14'14'+39+18+93+03+53+03+13+1310'11'11'10'47
47
47
47
46
36
35
36
35
37
37
46
36
3520+0021+0022+0023+0024+0025+0026+0027+0028+0047
47 11'11'14'+63A
B
D
22+58 "B"
R4-7
B
D
LIMIT
SPEED
35 R2-1(35)
26+95 "B"
Relocate School Zone
Flashing Beacon Assembly
on New Foundation
Relocate Stop Sign Assembly
B
A
ASCHOOL
END S5-2
ZONE
Relocate Stop Sign Assembly
A.J.W.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
S
EF
SPRONO.
ASTATE OF
D
NIO
IN
LA
AI N
01306
NGINE
27 EERIGEETS
DANDREW J OHN W
OLFDIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: PM&SIGNING.dwgDATE/USER: 7/20/2018 4:06 PM / AwolfPAVEMENT MARKING AND SIGNING DETAILS
SOUTH GUILFORD ROAD
1"=30'MATCH LINE 19+50 "B"MATCH LINE 28+50 "B"MATCH LINE 19+50 "B"54
S. GUILFORD ROAD
Line "B"GRAND BLVD.HELEN KEEN CT.COLLEGE WAYSCHOOL ENTR. DRIVESCHOOL ENTR. DRIVE46
3711'11'14'47
47+52+95+45+69+19+30+3437
35
35
35
35
36
36
36
36
3635
37 46
46 47
37
46
4711'11'10'11'11'10'11'11'14'11'11'14'47
47
46
37
40
40
47
4729+0030+0031+0032+0033+0034+0035+0036+0037+00+45+80+09B
A
GUILFORD RD
HELEN KEEN CT D3-1(2)
D
29+53 "B"
R1-1
B
D
31+77 "B"
R1-1STOP
GUILFORD RD
COLLEGE WAY
STOP
C
32+39 "B"
D
D
33+86 "B"
34+20 "B"
S1-1
W16-7P
S1-1
W16-7P
D
35+57 "B"
R1-1
B
B
STOP
R1-1
D3-1(1)
D3-1(3)D3-1(1)
STOP
B
31
Line, Thermoplastic, Dotted White, 12 Inches, 2' Line, 2' Gap22
PAVEMENT MARKING LEGEND
Transverse Marking, Thermoplastic, White Yield Line, 27 Inches Wide
Line, Thermoplastic, Solid Yellow, 4 Inches47
Transverse Marking, Thermoplastic, Solid White, Crosswalk 24 Inches40
Line, Thermoplastic, Solid White, 4 Inches46
36 Transverse Marking, Thermoplastic, White, 24 Inch, Stop Bar
37 Transverse Marking, Thermoplastic, Lane Indication Arrow
35 Line, Thermoplastic, Solid White, Crosswalk, 6 Inches
Line, Thermoplastic, Dotted White, 4 Inches, 2' Line, 2' Gap50
SIGN LEGEND
Relocate Exist. Sign On New Post(s)
No Change Required To Exist. Sign & Supports
C
A
B Remove Exist. Sheet Sign & Supports
New Sign And Post(s)D
S. GUILFORD ROAD
Line "B"EMERSON RD.DRUID HILL DR.WILSON TERRACE CT.SCHOOL ENTR. DRIVE+09+2735
35
36
36
11'11'10'11'11'10'47
37
46
47
47
47
47
46
46
46 4738+0039+0040+0041+0042+0043+0044+0045+0046+0010'+69+77+2746
4637
37
37
+63+88+32+5737
3711'11'14'10'11'10'11'10'47
35
36
35
36
46
37+2235
36
47
R3-8(Mod.)
D
D
W2-6
W16-8PMAIN STREET
W13-1PM.P.H.
B
EMERSON RD
GUILFORD RD
STOP
C
38+87 "B"
D
38+37 "B"
R1-1
STOP
B
B B
B C 43+82 "B"
Relocate School Zone
Flashing Beacon Assembly
on New Foundation
GUILFORD RD
DRUID HILL DR
STOP
43+50 "B"
D3-1(1)
D3-1(5)
R1-1
D 45+20 "B"
46+23 "B"
GUILFORD RD
WILSON TERRACE CT
STOP
45+96 "B"
D3-1(1)
D3-1(6)
R1-1
D15R1-1
D3-1(1)
D3-1(4)
A.J.W.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
S
EF
SPRONO.
ASTATE OF
D
NIO
IN
LA
AI N
01306
NGINE
27 EERIGEETS
DANDREW J OHN W
OLFDIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: PM&SIGNING.dwgDATE/USER: 7/20/2018 4:06 PM / AwolfPAVEMENT MARKING AND SIGNING DETAILS
SOUTH GUILFORD ROAD
1"=30'MATCH LINE 37+50 "B"MATCH LINE 46+50 "B"MATCH LINE 37+50 "B"MATCH LINE 28+50 "B"55
W. MAIN ST.
Line "S-1-B"W. MAIN ST.
Line "S-1-B"
40
47
31
22
22
40
31
40
40
22
31
40
40
40
40
31
22
47
47
47
47
47
47
37
37
46
37
46
46
4747
37
37
31
507+008+009+0047+00
48+00
49+00
50+00
11+0012+00Line "B"P.I. 48+20.97 "B"
= P.I. 10+00.16 "S-1-B"Line "B"BEGIN CONSTRUCTION
6+83.34 "S-1-B"
END CONSTRUCTION
12+29.06 "S-1-B"+38+50W11-2
W16-7P
D
47+17 "B"
R1-2
D
47+56 B
W2-6
D
12+42 "S-1-B"
W16-8PGUILFORD RD
48+05
"B"
D
48+00
"B"D
D
48+34
"B"
48+36
"B"
D
R6-1
10+97 "S-1-B"
D
9+06 "S-1-B"
D
W11-2
W16-7P
D
11+00 "S-1-B"
R1-2
D
10+72 "S-1-B"
W11-2
W16-7P
D49+24 "B"
R1-2
D
48+93 "B"
W11-2
W16-7P
D
8+95 "S-1-B"
R1-2
D
9+26 "S-1-B"
W2-6
D
7+46 "S-1-B"
W16-8PGUILFORD RD
R4-7R4-7
D1-1d
D1-1d
D1-1d
W13-1PM.P.H.
M.P.H.W13-1P
10+65 "S-1-B"
D
W11-2
W16-7P
10+79 "S-1-B"
D
9+35 "S-1-B"
D
48+86 "B"
D1-1d
47+55 "B"
D
W11-2
W16-7P
47+51 "B"
D
W11-2
W16-7P
49+00 "B"D
W11-2
W16-7P
9+18 "S-1-B"
D D
49+19 "B"D R4-7
47+58 B
R6-1
R6-1
R6-1
15
15
W11-9
31
Line, Thermoplastic, Dotted White, 12 Inches, 2' Line, 2' Gap22
PAVEMENT MARKING LEGEND
Transverse Marking, Thermoplastic, White Yield Line, 27 Inches Wide
Line, Thermoplastic, Solid Yellow, 4 Inches47
Transverse Marking, Thermoplastic, Solid White, Crosswalk 24 Inches40
Line, Thermoplastic, Solid White, 4 Inches46
36 Transverse Marking, Thermoplastic, White, 24 Inch, Stop Bar
37 Transverse Marking, Thermoplastic, Lane Indication Arrow
35 Line, Thermoplastic, Solid White, Crosswalk, 6 Inches
Line, Thermoplastic, Dotted White, 4 Inches, 2' Line, 2' Gap50
SIGN LEGEND
Relocate Exist. Sign On New Post(s)
No Change Required To Exist. Sign & Supports
C
A
B Remove Exist. Sheet Sign & Supports
New Sign And Post(s)DN. GUILFORD ROADLine "B"47
END CONSTRUCTION
50+63.54 "B"
W2-6
D50+60 "B"
W16-8PMAIN STREET
W13-1PM.P.H.15
A.J.W.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
S
EF
SPRONO.
ASTATE OF
D
NIO
IN
LA
AI N
01306
NGINE
27 EERIGEETS
DANDREW J OHN W
OLFDIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: PM&SIGNING.dwgDATE/USER: 7/20/2018 4:06 PM / AwolfPAVEMENT MARKING AND SIGNING DETAILS
GUILFORD RD. AND MAIN ST. ROUNDABOUT
1"=20'
MATCH LINE 46+50 "B"
MATCH LINE 50+00 "B"
MATCH LINE 50+00 "B"
56
S. GUILFORD ROAD
Line "B"W. CITY CENTERBEGIN PROJECT
14+94.00 "B"11+0012+0013+0014+0015+0016+0017+0018+00DRIVEEXISTING
Storm Manhole
Gas Line
Storm Inlets
Sanitary Manhole
Gas Valve
Gas Meter
Sanitary Cleanout
Water Line
Water Valve
Fire Hydrant
Sprinkler
Electric Line
Power Pole w/(Riser)
Light & Power Pole
Light & Power Pole w/Riser
Water Meter
Light Pole
Guy Wire
Electric Box
Fiber Optic Line
Telephone Line
Telephone Manhole
Cable TV Line
Cable TV Box
Telephone Riser
Utility Manhole
Wood Fence
Iron Pin
Sign
Flag Pole
Bush
Tree Trunk
Deciduous Tree
Coniferous Tree
Overhead Utility Line
Wood Fence
Wire Fence
Chainlink Fence
Iron Fence
Irr. Valve
Mailbox
LEGEND
LIGHTING HANDHOLE
PROPOSED STREET LIGHT POLE ASSEMBLY
PROPOSED
WIRE, XHHW #4 COPPER, IN PLASTIC DUCT, 4-1/C
CONDUIT, STEEL, GALVANIZED, 2" WITH WIRE,
XHHW #4 COPPER, IN PLASTIC DUCT, 4-1/C
3
3 - 1 1/4" PVC COMMUNICATION DUCTS
2
1
COMMUNICATION HANDHOLE
SERVICE POINT, I
4
1 - 4" PVC, SCHEDULE 40 (IRRIGATION SLEEVE)
SERVICE AND CONTROL CABINET
S. GUILFORD ROAD
WATERLILY WAYW. 126th ST.Line "B"18+0019+0020+0021+0022+0023+0024+0025+003
20+29 "B"
24+30 "B"3
A.J.W.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
S
EF
SPRONO.
ASTATE OF
D
NIO
IN
LA
AI N
01306
NGINE
27 EERIGEETS
DANDREW J OHN W
OLFDIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: LIGHTING PLAN.dwgDATE/USER: 7/20/2018 4:06 PM / AwolfLIGHTING, CONDUIT, AND
COMMUNICATION DETAILS
1"=30'MATCH LINE 18+00 "B"MATCH LINE 18+00 "B"57MATCH LINE 25+50 "B"
S. GUILFORD ROAD
Line "B"GRAND BLVD.HELEN KEEN CT.COLLEGE WAYCHIMNEYROCK DR.SCHOOL ENTR. DRIVE26+0027+0028+0029+0030+0031+0032+0033+003
3
3
27+88 "B"31+53 "B"EMERSON RD.SCHOOL ENTR. DRIVESCHOOL ENTR. DRIVE33+0034+0035+0036+0037+0038+0039+0040+0033+96 "B"
1
3 35+35 "B"
39+22 "B"
3
3
EXISTING
Storm Manhole
Gas Line
Storm Inlets
Sanitary Manhole
Gas Valve
Gas Meter
Sanitary Cleanout
Water Line
Water Valve
Fire Hydrant
Sprinkler
Electric Line
Power Pole w/(Riser)
Light & Power Pole
Light & Power Pole w/Riser
Water Meter
Light Pole
Guy Wire
Electric Box
Fiber Optic Line
Telephone Line
Telephone Manhole
Cable TV Line
Cable TV Box
Telephone Riser
Utility Manhole
Wood Fence
Iron Pin
Sign
Flag Pole
Bush
Tree Trunk
Deciduous Tree
Coniferous Tree
Overhead Utility Line
Wood Fence
Wire Fence
Chainlink Fence
Iron Fence
Irr. Valve
Mailbox
LEGEND
LIGHTING HANDHOLE
PROPOSED STREET LIGHT POLE ASSEMBLY
PROPOSED
WIRE, XHHW #4 COPPER, IN PLASTIC DUCT, 4-1/C
CONDUIT, STEEL, GALVANIZED, 2" WITH WIRE,
XHHW #4 COPPER, IN PLASTIC DUCT, 4-1/C
3
3 - 1 1/4" PVC COMMUNICATION DUCTS
2
1
COMMUNICATION HANDHOLE
SERVICE POINT, I
4
1 - 4" PVC, SCHEDULE 40 (IRRIGATION SLEEVE)
SERVICE AND CONTROL CABINET
DESIGN DATA TABLE
Initial Lamp Lumen (LL)21,206
Average Maintained Illuminance
Lamp Lumen Depreciation Factor (LLD)
Lamp Dirt Depreciation Factor (LDD)
Maintenance Factor (LLD & LDD)
Uniformity Ratio
1.0.8 fc average maintained horizontal illuminance 6:1
uniformity ratio.
2.IES file CLU-LE200-X2-60-CR3-GPLO.ies utilized in design.
3.See USP's for more information on light poles, luminaires,
and service points.
DESIGN NOTES:
1.2 fc
0.90
0.90
0.81
6:1
A.J.W.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
S
EF
SPRONO.
ASTATE OF
D
NIO
IN
LA
AI N
01306
NGINE
27 EERIGEETS
DANDREW J OHN W
OLFDIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: LIGHTING PLAN.dwgDATE/USER: 7/20/2018 4:06 PM / Awolf1"=30'MATCH LINE 33+00 "B"MATCH LINE 40+50 "B"MATCH LINE 33+00 "B"MATCH LINE 25+50 "B"58LIGHTING, CONDUIT, AND
COMMUNICATION DETAILS
S. GUILFORD ROAD
Line "B"DRUID HILL DR.WILSON TERRACE CT.41+0042+0043+0044+0045+0046+003 42+70 "B"
45+92 "B"3 3
N. GUILFORD ROADLine "B"W. MAIN ST.Line "S-1-B"9+00
48+00
11+00
Line "B"
P.I. 48+20.97 "B"
= P.I. 10+00.16 "S-1-B"
Line "B"
END CONSTRUCTION
50+63.54 "B"
49+22 "B"
3
8+97 "S-1-B"
47+18 "B"
48+46 "B"
1
1
2
8+97 "S-1-B"
47+18 "B"
2
2
1
49+24 "B"
3 47+15 "B"
3
3
3
9+00 "S-1-B"
8+99 "S-1-B"
3
48+71 "B"
3
48+63 "B"
47+79 "B"
3
4
A-1
A-1A-1 A-1A-1A-1A-1
EXISTING
Storm Manhole
Gas Line
Storm Inlets
Sanitary Manhole
Gas Valve
Gas Meter
Sanitary Cleanout
Water Line
Water Valve
Fire Hydrant
Sprinkler
Electric Line
Power Pole w/(Riser)
Light & Power Pole
Light & Power Pole w/Riser
Water Meter
Light Pole
Guy Wire
Electric Box
Fiber Optic Line
Telephone Line
Telephone Manhole
Cable TV Line
Cable TV Box
Telephone Riser
Utility Manhole
Wood Fence
Iron Pin
Sign
Flag Pole
Bush
Tree Trunk
Deciduous Tree
Coniferous Tree
Overhead Utility Line
Wood Fence
Wire Fence
Chainlink Fence
Iron Fence
Irr. Valve
Mailbox
LEGEND
LIGHTING HANDHOLE
PROPOSED STREET LIGHT POLE ASSEMBLY
PROPOSED
WIRE, XHHW #4 COPPER, IN PLASTIC DUCT, 4-1/C
CONDUIT, STEEL, GALVANIZED, 2" WITH WIRE,
XHHW #4 COPPER, IN PLASTIC DUCT, 4-1/C
3
3 - 1 1/4" PVC COMMUNICATION DUCTS
2
1
COMMUNICATION HANDHOLE
SERVICE POINT, I
4
1 - 4" PVC, SCHEDULE 40 (IRRIGATION SLEEVE)
SERVICE AND CONTROL CABINET
W. MAIN ST.Line "S-1-B"6+00
7+00
8+00
49+00BEGIN CONSTRUCTION
6+83.34 "S-1-B"
8+04 "S-1-B"
3 W. MAIN ST.Line "S-1-B"END CONSTRUCTION
12+29.06 "S-1-B"
DESIGN DATA TABLE
Initial Lamp Lumen (LL)21,206
Average Maintained Illuminance
Lamp Lumen Depreciation Factor (LLD)
Lamp Dirt Depreciation Factor (LDD)
Maintenance Factor (LLD & LDD)
Uniformity Ratio
1.0.8 fc average maintained horizontal illuminance 6:1
uniformity ratio.
2.IES file CLU-LE200-X2-60-CR3-GPLO.ies utilized in design.
3.See USP's for more information on light poles, luminaires,
and service points.
DESIGN NOTES:
1.2 fc
0.90
0.90
0.81
6:1
A.J.W.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
S
EF
SPRONO.
ASTATE OF
D
NIO
IN
LA
AI N
01306
NGINE
27 EERIGEETS
DANDREW J OHN W
OLFDIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: LIGHTING PLAN.dwgDATE/USER: 7/20/2018 4:06 PM / Awolf1"=30'MATCH LINE 46+50 "B"MATCH LINE 46+50 "B"MATCH LINE 40+50 "B"59
MATCH LINE 8+75 "S-1-B"
MATCH LINE 11+25 "S-1-B"
MATCH LINE 11+25 "S-1-B"
MATCH LINE 8+75 "S-1-B"
LIGHTING, CONDUIT, AND
COMMUNICATION DETAILS
SERVICE POINT AMP TABLE
TYPE COMPUTED BRANCH
CIRCUIT AVERAGE
BRANCH CIRCUIT
BREAKER RATING
A I 100 Amp A-1 5.6 Amp 30 Amp
BRANCH
CIRCUIT
MAIN
BREAKERSERVICE
POINT
A.J.W.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
S
EF
SPRONO.
ASTATE OF
D
NIO
IN
LA
AI N
01306
NGINE
27 EERIGEETS
DANDREW JOHN W
O
L
FDIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: UNDERDRAIN.dwgDATE/USER: 7/20/2018 4:06 PM / Awolf60
1"=30'
N/A
UNDERDRAIN PLAN
A.J.W.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
S
EF
SPRONO.
ASTATE OF
D
NIO
IN
LA
AI N
01306
NGINE
27 EERIGEETS
DANDREW JOHN W
O
L
FDIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: UNDERDRAIN.dwgDATE/USER: 7/20/2018 4:06 PM / Awolf61
1"=30'
N/A
UNDERDRAIN PLAN
S. GUILFORD ROADN. GUILFORD ROADWILSON TERRACE CT.
W. MAIN ST.
GUILFORD TRAIL DR.891011121314151645
46
47
48
49
50148 LFT of Underdrain
Line "S-1-B"Line "B"P.O.T. 48+20.44 "B"
= P.O.T. 10+00.00 "S-1-B"
55 LFT of Underdrain
140 LFT of Underdrain
131 LFT of Underdrain
114 LFT of Underdrain
80 LFT of Underdrain
130 LFT of Underdrain
A.J.W.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
S
EF
SPRONO.
ASTATE OF
D
NIO
IN
LA
AI N
01306
NGINE
27 EERIGEETS
DANDREW JOHN W
O
L
FDIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: UNDERDRAIN.dwgDATE/USER: 7/20/2018 4:06 PM / Awolf62
1"=30'
N/A
UNDERDRAIN PLAN
MISCELLANEOUS TABLES
DIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: MISC TABLES.dwgDATE/USER: 7/20/2018 4:05 PM / AwolfA.J.W.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
SEFSPRO NO.
ASTATE OF
D
NIO
IN
LA
AI N
01306
NGINE
27 EERIGEETS
DANDREW JOHN W
O
LF63
OFFSET
RIGHT-OF-WAY MARKERS
Bury Flush with Ground
REMARKSLT/RT
PL LT
STATION
37+81 "B"
Bury Flush with Ground50'LT37+81 "B"
Bury Flush with Ground50'LT39+85 "B"
Bury Flush with Ground50'LT40+29 "B"
Bury Flush with Ground50'LT43+19.47 "B" (PL)
Bury Flush with GroundPLRT47+10 "B"
Bury Flush with Ground47'RT47+34 "B"
Bury Flush with Ground47'RT10+83 "S-1-B"
Bury Flush with GroundPLRT10+97 "S-1-B"
Bury Flush with GroundPLLT11+12 "S-1-B"
Bury Flush with GroundPLRT10+06 "C"
Bury Flush with Ground35'LT10+10 "C"
Bury Flush with GroundPLLT10+28 "C"
Bury Flush with Ground62'LT39+85 "B"
Bury Flush with Ground62'LT40+29 "B"
Bury Flush with Ground40'LT10+88 "S-1-B"
MAILBOX TABLE
LT/RT
RT
STATION
27+14 "B"
RT28+35 "B"
RT30+06 "B"
RT34+22 "B"
RT34+66 "B"
RT35+96 "B"
RT36+84 "B"
RT49+59 "B"
LT11+82 "S-1-B"
RT31+32 "B"
RT33+12 "B"
STRUCTURE DATA TABLE
DIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: MISC TABLES.dwgDATE/USER: 7/20/2018 4:05 PM / AwolfA.J.W.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
SEFSPRO NO.
ASTATE OF
D
NIO
IN
LA
AI N
01306
NGINE
27 EERIGEETS
DANDREW JOHN W
O
LF64
SHEET SIGN AND POST TABLE
DIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: MISC TABLES.dwgDATE/USER: 7/20/2018 4:05 PM / AwolfA.J.W.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
SEFSPRO NO.
ASTATE OF
D
NIO
IN
LA
AI N
01306
NGINE
27 EERIGEETS
DANDREW JOHN W
O
LF65
PIPE MATERIALS SHEET
DIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: MISC TABLES.dwgDATE/USER: 7/20/2018 4:05 PM / AwolfA.J.W.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
SEFSPRO NO.
ASTATE OF
D
NIO
IN
LA
AI N
01306
NGINE
27 EERIGEETS
DANDREW JOHN W
O
LF66
PIPE MATERIALS SHEET
DIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: MISC TABLES.dwgDATE/USER: 7/20/2018 4:05 PM / AwolfA.J.W.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
SEFSPRO NO.
ASTATE OF
D
NIO
IN
LA
AI N
01306
NGINE
27 EERIGEETS
DANDREW JOHN W
O
LF67
A.J.W.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
S
EF
SPRONO.
ASTATE OF
D
NIO
IN
LA
AI N
01306
NGINE
27 EERIGEETS
DANDREW J OHN W
OLFDIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: STANDARD DETAILS.dwgDATE/USER: 7/20/2018 4:05 PM / ApercifieldCITY OF CARMEL
STANDARD DETAILS
1"=30'
68
A.J.W.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
S
EF
SPRONO.
ASTATE OF
D
NIO
IN
LA
AI N
01306
NGINE
27 EERIGEETS
DANDREW J OHN W
OLFDIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: STANDARD DETAILS.dwgDATE/USER: 7/20/2018 4:05 PM / ApercifieldCITY OF CARMEL
STANDARD DETAILS
1"=30'
69
19+0020+0021+0022+0023+0024+0025+00HUNT LAKES OF CARMEL
LLC
TWIN LAKES APARTMENTS
OF CARMEL LLC
NEW BUFFALO
LAND
IMPROVEMENT
JANET PICKERING WALTER
GUILFORD COMMONS LLC
PHASE II OF TIMBER RIDGE
HORIZONTAL PROPERTY
REGIME
S. GUILFORD ROAD Line "B" & Section Line
WATERLILY WAYW. 126th ST.App. Exist. R/W
App. Exist. R/W
(grass)
(grass)
Sec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 36, T18N, R3E
Clay Township
Hamilton County
Sec. 36, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton CountySection LineSection Line(trees)
(grass)(conc walk)(grass)
(grass)(asph)(asph)(conc walk)
(asph path)
P.I. STA: 21+85.45
(No Curve)12" Pipe1
2
"
P
i
p
e 10" San.12" San.6" San.12" San.
12" San.8" San.Easement
Easement EasementApp. Exist. R/WApp PL(asph path)
App. Exist. R/W
Constr. Limits
Constr. Limits
Constr. LimitsConstr. Limits
Temp R/W
for Drive Const.
Easement
Easement
Easement
12" Pipe
12" PipeStr. No. 23
Str. No. 21
Str. No. 22A
Str. No. 21A
Str. No. 22
Str. No. 27
Str. No. 20
Str. No. 25
Str. No. 26
8" CONNECTION
10" CONNECTION
RETIRE HYDRANT
12"x8" REDUCER
45° MJ BEND
12"x12" MJ TEE
(3) 12" GATE VALVE
22.5° MJ BEND
22.5° MJ BEND
45° MJ BEND
INSTALL HYDRANT
ASSEMBLY
482 LFT 12" DI
86 LFT 12" DI
12"x8" MJ TEE
(2) 12" GATE VALVE
8" GATE VALVE
45° MJ BEND
8" CONNECTION
RETIRE VALVE
RETIRE VALVE
12"x10" REDUCER
15 LFT 10" DI
SS
19 SYS SOD
19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00
Ex. 12" Storm
Inv. 840.95
Ex. 6" San
Inv. 831.54
Ex. 8" San
Inv. 831.62
+08.43
839.13 +34.43
838.27
Exist. Grade @ Water Main
Proposed Grade @ Water Main
12" DI MAIN
54" COVER (MIN)
LEGEND
EXISTING
Storm Manhole
Gas Line
Storm Inlets
Sanitary Manhole
Gas Valve
Gas Meter
Sanitary Cleanout
Water Line
Water Valve
Fire Hydrant
Sprinkler
Electric Line
Power Pole w/(Riser)
Light & Power Pole
Light & Power Pole w/Riser
Water Meter
Light Pole
Guy Wire
Electric Box
Fiber Optic Line
Telephone Line
Telephone Manhole
Cable TV Line
Cable TV Box
Telephone Riser
Utility Manhole
Wood Fence
Iron Pin
Sign
Flag Pole
Bush
Tree Trunk
Deciduous Tree
Coniferous Tree
Overhead Utility Line
Wood Fence
Wire Fence
Chainlink Fence
Iron Fence
Irr. Valve
Mailbox
MJ TEE
COMPLETE HYDRANT ASSEMBLY
GATE VALVE
45° MJ BEND
22.5° MJ BEND
MJ CAP
PROPOSED WATER MAIN
PROPOSED LEGEND
SHORT SIDE SERVICE
LONG SIDE SERVICE
SS
LS
NOTES
1.CONTRACTOR TO FIELD VERIFY EXISTING WATER MAIN
FOR SIZE,TYPE & LOCATION AT ALL CONNECTION &
DISCONNECT LOCATIONS.
2.VALVE KEY EXTENSIONS ARE TO BE USED FOR ANY
VALVE KEY BELOW 4' FROM FINISHED GRADE.
3.CONTRACTOR TO DEFLECT PIPE AND USE MJ BENDS AS
NECESSARY OR AS DIRECTED BY C.W.U. PERSONNEL TO
STAY ON PROPOSED ALIGNMENT AND AVOID EXISTING
AND PROPOSED STRUCTURES, PIPES AND UTILITIES.
4.CONTRACTOR TO FIELD VERIFY EXISTING/PROPOSED
STORM SEWER & UTILITIES FOR DEPTH & ALIGNMENT
OF PROPOSED WATER MAIN.
5.BOTTOM OF STORM PIPE ELEVATIONS ARE SHOWNN SO
THE WATER MAIN CAN BE INSTALLED WITH 18" OF
SEPARATION FROM THE PROPOSED STORM PIPE
CROSSINGS.
6.CONTRACTOR TO VERIFY ELEVATIONS OF WATER MAIN
REPLACEMENT SO NOT TO CONFLICT WITH ROAD
PROJECT IMPROVEMENTS.
7.UTILITIES SHOWN PER FIELD SURVEY (SEE NOTE 1).
THE CONTRACTOR SHALL EXPOSE AND VERIFY ALL
WATER UTILITY CONNECTIONS AND CROSSINGS PRIOR
TO ANY CONSTRUCTION AND REPORT ANY
DISCREPANCIES TO THE WATER MAIN DESIGNER.
8.ANY EXISTING WATER FACILITIES TO BE RETIRED OR
REMOVED SHALL BE DONE SO IN ACCORDANCE WITH
INDOT OR C.W.U. STANDARDS AND SPECIFICATIONS.
11.25° MJ BEND
MJ HARVEY ADAPTER
(A) CUT "X" ON EAST EDGE OF RIM OF MH, 34.65'
(B) MAG NAIL SET ON NORTH SIDE OF PP #186034 UP 1.0', 49.95'
(C) CUT NOTCH ON W SIDE OF PED CROSSING PIC POST UP 1.0', 38.37'
(D) T.B.M. 411, SET RR SPIKE ON W SIDE OF PP# 185562 UP 1.0', 60.27'
N = 48483.4849
E = 60686.5859
CONTROL POINT 172 (MAG NAIL) - O.P.O.T. STA. 31+17.00', -20.39' (L) LINE "B"
(A) MAG W/ WASHER FOUND ON W SIDE OF PP# 300184 UP 1.0', 99.79'
(B) MAG W/ WASHER FOUND ON W SIDE OF PP# 300185 UP 1.0', 74.02'
(C) MAG W/ WASHER FOUND ON E SIDE OF PP# 300186 UP 1.0', 91.20'
(D) CENTER OF WATER VALVE, 48.50'
(E) CENTER OF GAS VALVE, 60.60'
(F) T.B.M. 473, CUT "X" ON NORTH BONNET BOLT OF HYD, 104.15'
CONTROL POINT 173 (PIN WITH CAP) - O.P.O.T. STA. 21+91.78', 14.97' (R) LINE "B"
N = 47558.1910
E = 60720.0750
(B) ON BC WHERE CONCRETE SIDEWALK EDGE MEETS CURB, 6.00'
C.P. 172
(A)
(B)
(C)(D)
GUILFORD RD.
LINE "B"
COLLEGE
CARMEL MIDDLE SCHOOL
WAY
C.P. 173
(A)(B)
(C)
(D)
GUILFORD RD.
LINE "B"126th ST.(E)(F)
WATERLILY
WAY
(A) MAG NAIL ON NW SIDE OF CONCRETE BASE OF TRAFFIC POLE, 13.34'LINE "B"
A.J.W.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
S
EF
SPRONO.
ASTATE OF
D
NIO
IN
LA
AI N
01306
NGINE
27 EERIGEETS
DANDREW J OHN W
OLFDIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: PP-WATER-B.dwgDATE/USER: 7/20/2018 4:05 PM / ApercifieldWATER PLAN & PROFILE
LINE "B"
1"=30'
1"=5'
835
830
825
840 MATCH LINE 26+00 "B"845
850
70
835
830
825
840
845
850
820 820
27+0028+0029+0030+0031+0032+0033+001802 CONDO LLCJULIE M. WEBB
EQUITY TRUST COMPANY
CUSTODIAN FBO DAVID M.
WALTERS
MICHAEL D. & CAROL L. KEEN
AMARJIT & BALWINDER
KAUR h&w SINGH
CARMEL CLAY SCHOOLS
GUILFORD COMMONS LLC
TWIN LAKES
APARTMENTS
OF CARMEL LLC
S. GUILFORD ROAD
Line "B" & Section Line
CARMEL CLAY SCHOOLS
HELEN KEEN CT.COLLEGE WAYApp. Exist. R/WApp. Exist. R/W
Sec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton County
(conc. walk)
(conc. walk)
(asph. path)
(grass)
(grass)
(lawn)
(lawn)
(lawn)
(lawn)(lawn)(grass)+01,20'(asph)CHIMNEY ROCK DR.+35,22'(asph)+84,55'(asph)+90,12'(asph)+54,12'(conc)+53,15'(asph)+16,30'(conc.) (asph)+08,44'(asph)+57,16'(asph)(conc)(conc walk)(conc walk)(conc walk)(conc. walk)(conc)(conc walk)(asph. path)
(grass)(grass)
12"
P
i
p
e
18" Pipe(asph. path)12" Pipe12" Pipe12" Pipe
12" Pipe
12" Pipe GRAND BLVD.36" Pipe36" Pipe36" Pipe 24" Pipe
12" Pipe2
4
"
P
i
p
e12" Pipe24" Pipe
10" Pip
e
12" San.12" San.12" San.24" San.12" San.12" San.
App. Exist. R/W App. Exist. R/WApp. Exist. R/WApp. Exist. R/W(conc. walk)(conc. walk)
App. Exist. R/W
App PLApp PLApp PLApp. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp PLApp PLApp PLConstr. Limits
Constr. Limits
Constr. Limits
Temp R/W
for Drive Const.
Temp R/W
for Drive Const.
App. Exist. R/W App. Exist. R/W
Str. No. 41
Str. No. 40
Str. No. 34
Str. No. 39
Str. No. 33
Str. No. 38
Str. No. 45Str. No. 32
Str. No. 37
Str. No. 42
Str. No. 44
Str. No. 29A
Str. No. 30
Str. No. 29
Str. No. 30A
12"x6" MJ TEE
12" GATE VALVE
6" GATE VALVE
45° MJ BEND
64 LFT 6" DI
12"x6" MJ TEE
(2) 12" GATE VALVE
6" GATE VALVE
15 LFT 6" DI
12"x8" MJ TEE
8" GATE VALVE
6" CONNECTION
6" CONNECTION
12"x8" MJ TEE
12" GATE VALVE
8" GATE VALVE
45° MJ BEND
8" CONNECTION
INSTALL HYDRANT
ASSEMBLY
45° MJ BEND
8" CONENCTION
75 LFT 8" DI
806 LFT 12" DI
RETIRE
HYDRANT
SS LS LS
(3) RETIRE VALVE
RETIRE VALVE
(4) RETIRE VALVE
45° MJ BEND
11.25° MJ BEND
45° MJ BEND
11.25° MJ BEND
INSTALL HYDRANT
ASSEMBLY
18 LFT 8" DI
(2) RETIRE VALVE
INV=833.55
INV=834.90 INV=834.16
INV=833.19
INV=829.20
INV=829.60INV=829.70
INV=830.49
INV=836.44
W
SS
26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00
Ex. 15" Storm
Inv. 838.05 Ex. 12" Storm
Inv. 837.42 Ex. 12" Storm
Inv. 836.47
Ex. 12" San
Inv. 829.70
Ex. 12" San
Inv. 830.30
Str. No. 38
INV. 834.27
+81.73
835.57
+69.96
835.18
+88.23
838.24 +44.89
836.50
Exist. Grade @ Water Main
Proposed Grade @ Water Main
12" DI MAIN
48" COVER
FOR STORM CLEARANCE 54" COVER (MIN)To Be Removed
LEGEND
EXISTING
Storm Manhole
Gas Line
Storm Inlets
Sanitary Manhole
Gas Valve
Gas Meter
Sanitary Cleanout
Water Line
Water Valve
Fire Hydrant
Sprinkler
Electric Line
Power Pole w/(Riser)
Light & Power Pole
Light & Power Pole w/Riser
Water Meter
Light Pole
Guy Wire
Electric Box
Fiber Optic Line
Telephone Line
Telephone Manhole
Cable TV Line
Cable TV Box
Telephone Riser
Utility Manhole
Wood Fence
Iron Pin
Sign
Flag Pole
Bush
Tree Trunk
Deciduous Tree
Coniferous Tree
Overhead Utility Line
Wood Fence
Wire Fence
Chainlink Fence
Iron Fence
Irr. Valve
Mailbox
MJ TEE
COMPLETE HYDRANT ASSEMBLY
GATE VALVE
45° MJ BEND
22.5° MJ BEND
MJ CAP
PROPOSED WATER MAIN
PROPOSED LEGEND
SHORT SIDE SERVICE
LONG SIDE SERVICE
SS
LS
NOTES
1.CONTRACTOR TO FIELD VERIFY EXISTING WATER MAIN
FOR SIZE,TYPE & LOCATION AT ALL CONNECTION &
DISCONNECT LOCATIONS.
2.VALVE KEY EXTENSIONS ARE TO BE USED FOR ANY
VALVE KEY BELOW 4' FROM FINISHED GRADE.
3.CONTRACTOR TO DEFLECT PIPE AND USE MJ BENDS AS
NECESSARY OR AS DIRECTED BY C.W.U. PERSONNEL TO
STAY ON PROPOSED ALIGNMENT AND AVOID EXISTING
AND PROPOSED STRUCTURES, PIPES AND UTILITIES.
4.CONTRACTOR TO FIELD VERIFY EXISTING/PROPOSED
STORM SEWER & UTILITIES FOR DEPTH & ALIGNMENT
OF PROPOSED WATER MAIN.
5.BOTTOM OF STORM PIPE ELEVATIONS ARE SHOWNN SO
THE WATER MAIN CAN BE INSTALLED WITH 18" OF
SEPARATION FROM THE PROPOSED STORM PIPE
CROSSINGS.
6.CONTRACTOR TO VERIFY ELEVATIONS OF WATER MAIN
REPLACEMENT SO NOT TO CONFLICT WITH ROAD
PROJECT IMPROVEMENTS.
7.UTILITIES SHOWN PER FIELD SURVEY (SEE NOTE 1).
THE CONTRACTOR SHALL EXPOSE AND VERIFY ALL
WATER UTILITY CONNECTIONS AND CROSSINGS PRIOR
TO ANY CONSTRUCTION AND REPORT ANY
DISCREPANCIES TO THE WATER MAIN DESIGNER.
8.ANY EXISTING WATER FACILITIES TO BE RETIRED OR
REMOVED SHALL BE DONE SO IN ACCORDANCE WITH
INDOT OR C.W.U. STANDARDS AND SPECIFICATIONS.
11.25° MJ BEND
MJ HARVEY ADAPTER
(A) CUT "X" ON EAST EDGE OF RIM OF MH, 34.65'
(B) MAG NAIL SET ON NORTH SIDE OF PP #186034 UP 1.0', 49.95'
(C) CUT NOTCH ON W SIDE OF PED CROSSING PIC POST UP 1.0', 38.37'
(D) T.B.M. 411, SET RR SPIKE ON W SIDE OF PP# 185562 UP 1.0', 60.27'
N = 48483.4849
E = 60686.5859
CONTROL POINT 172 (MAG NAIL) - O.P.O.T. STA. 31+17.00', -20.39' (L) LINE "B"
(A) MAG W/ WASHER FOUND ON W SIDE OF PP# 300184 UP 1.0', 99.79'
(B) MAG W/ WASHER FOUND ON W SIDE OF PP# 300185 UP 1.0', 74.02'
(C) MAG W/ WASHER FOUND ON E SIDE OF PP# 300186 UP 1.0', 91.20'
(D) CENTER OF WATER VALVE, 48.50'
(E) CENTER OF GAS VALVE, 60.60'
(F) T.B.M. 473, CUT "X" ON NORTH BONNET BOLT OF HYD, 104.15'
CONTROL POINT 173 (PIN WITH CAP) - O.P.O.T. STA. 21+91.78', 14.97' (R) LINE "B"
N = 47558.1910
E = 60720.0750
(B) ON BC WHERE CONCRETE SIDEWALK EDGE MEETS CURB, 6.00'
C.P. 172
(A)
(B)
(C)(D)
GUILFORD RD.
LINE "B"
COLLEGE
CARMEL MIDDLE SCHOOL
WAY
C.P. 173
(A)(B)
(C)
(D)
GUILFORD RD.
LINE "B"126th ST.(E)(F)
WATERLILY
WAY
(A) MAG NAIL ON NW SIDE OF CONCRETE BASE OF TRAFFIC POLE, 13.34'LINE "B"
A.J.W.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
S
EF
SPRONO.
ASTATE OF
D
NIO
IN
LA
AI N
01306
NGINE
27 EERIGEETS
DANDREW J OHN W
OLFDIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: PP-WATER-B.dwgDATE/USER: 7/20/2018 4:05 PM / ApercifieldWATER PLAN & PROFILE
LINE "B"
1"=30'
1"=5'MATCH LINE 33+75 "B"71MATCH LINE 26+00 "B"835
830
825
840
845
850
835
830
825
840
845
850
820 820
34+0035+0036+0037+0038+0039+0040+0041+00FRANK ANTHONY & KAREN
S. RUTKKOWSKI
RYAN D.
MCHOME CARRIE E.
STOCK
DAVID M. & ANGELA E.
CONCANNON
PAUL J. MILLER
S. GUILFORD ROAD
Line "B" & Section Line
CARMEL 2002 SCHOOLS
BUILDING CORPORATION
(concrete sl
o
p
e
w
a
l
l
)EMERSON RD.App. Exist. R/W App. Exist. R/W
App. Exist. R/W
Sec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton County
(conc. walk)
(asph. path)
(grass)
(grass)
(lawn)
(lawn)(lawn)
(asph. path)+45,10'(asph)+16,30'(asph)+24,19'(asph)+82,24'(asph)(grass)
(grass)+10,17'(asph)(grass)+68,35'(asph)+63,30'(asph)(conc. walk)(conc. walk)
(conc. walk)
(conc. walk)
(grass)(conc. walk)(asph. p
a
t
h
)
(grass)10" Pip
e
24" Pipe
1
8
"
P
i
p
e
15" Pipe15" Pipe
12" Pi
p
e
24" Pipe
24" Pipe
12" Pipe
24" Pipe
24" Pipe12" Pipe?
?
"
P
ip
e
24" Pipe
24" Pip
e
24"
P
i
p
e
24"
P
i
p
e
24" Pipe
24" Pipe
12" Pipe108" CMP12" Pipe
(Conc. P.S.D.)
15" Pipe
15" Pipe
12" Pipe12" Pipe (conc. walk)CARMEL CLAY SCHOOLS
12" San.
12" San.8" San.8" San.12" San.12" San.
WILSON VILLAGE
CONDOMINIUMSApp PLApp PLApp. Exist. R/W
App PLApp PLApp PLConstr. Limits
(conc.)App. Ex
ist.
R/W
Constr. Limits
Constr. Limits
Constr. Limits
R/W
R/WR/WR/WR/W
Temp R/W
for Drive Const.
Temp R/W
for Drive Const.
Temp R/W
for Drive Const.
Temp R/W
for Drive Const.
Temp R/W
for Drive Const.
R/W R/W
App. Exist. R/W App. Exist. R/WApp. Exist. R/W
Constr. Limits
Temp R/W
for Clearing and
Grading
Str. No. 47B
Str. No. 48
Str. No. 47
Str. No. 46 Str. No. 54 Str. No. 61 Str. No. 66
Str. No. 50
Str. No. 53
Str. No. 49
Str. No. 58
Str. No. 55
Str. No. 57
Str. No. 67
Str. No. 65
Str. No. 62 Str. No. 62A
Str. No. 60A
Str. No. 60
Str. No. 64
Str. No. 51 Str. No. 56
Str. No. 52
Str. No. 63
45° MJ BEND
45° MJ BEND
INSTALL HYDRANT
ASSEMBLY
12"x8" MJ TEE
(2) 12" GATE VALVE
(1) 8" GATE VALVE
12" MJ HARVEY ADAPTER
45° MJ BEND
8"x4" REDUCER
4" CONNECTION
12"x8" MJ TEE
8" GATE VALVE
(2) MJ HARVEY ADAPTER
8" CONNECTION
HDD 287 LFT 12" HDPE DR11
96 LFT 8" DI
493 LFT 12" DI
12" MJ HARVEY ADAPTER
LS
LSLS
RETIRE HYDRANT
LSLS
RETIRE HYDRANT
RETIRE VALVE
RETIRE VALVERETIRE VALVE
INSTALL HYDRANT
ASSEMBLY
INV=832.92
INV=834.89
INV=832.66
INV=832.37 INV=832.10
INV=831.84
INV=831.60
INV=829.79
INV=829.90
INV=830.00
INV=829.66INV=829.50INV=829.35
INV=833.16
INV=832.78
12" San.
34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00
Ex. 10" Storm
Inv. 835.22
Ex. 24" Storm
Inv. 830.49
Ex. 6" Storm
Inv. 832.59
Ex. 12" Storm
Inv. 829.74
Ex. 24" Storm
Inv. 828.89
Ex. 8" San
Inv. 831.91
Str. No. 63
INV. 826.73
+99.09
832.22
+62
828.81
+44.25
822.08
Exist. Grade @ Water MainProposed Grade @ Water Main
12" DI MAIN
12" HD
P
E
D
R
1
1
M
A
I
N
+50
826.51
12" MJ HARVEY ADAPATER
12" MJ HARVEY ADAPATER
54" COVER (MIN)
LEGEND
EXISTING
Storm Manhole
Gas Line
Storm Inlets
Sanitary Manhole
Gas Valve
Gas Meter
Sanitary Cleanout
Water Line
Water Valve
Fire Hydrant
Sprinkler
Electric Line
Power Pole w/(Riser)
Light & Power Pole
Light & Power Pole w/Riser
Water Meter
Light Pole
Guy Wire
Electric Box
Fiber Optic Line
Telephone Line
Telephone Manhole
Cable TV Line
Cable TV Box
Telephone Riser
Utility Manhole
Wood Fence
Iron Pin
Sign
Flag Pole
Bush
Tree Trunk
Deciduous Tree
Coniferous Tree
Overhead Utility Line
Wood Fence
Wire Fence
Chainlink Fence
Iron Fence
Irr. Valve
Mailbox
MJ TEE
COMPLETE HYDRANT ASSEMBLY
GATE VALVE
45° MJ BEND
22.5° MJ BEND
MJ CAP
PROPOSED WATER MAIN
PROPOSED LEGEND
SHORT SIDE SERVICE
LONG SIDE SERVICE
SS
LS
NOTES
1.CONTRACTOR TO FIELD VERIFY EXISTING WATER MAIN
FOR SIZE,TYPE & LOCATION AT ALL CONNECTION &
DISCONNECT LOCATIONS.
2.VALVE KEY EXTENSIONS ARE TO BE USED FOR ANY
VALVE KEY BELOW 4' FROM FINISHED GRADE.
3.CONTRACTOR TO DEFLECT PIPE AND USE MJ BENDS AS
NECESSARY OR AS DIRECTED BY C.W.U. PERSONNEL TO
STAY ON PROPOSED ALIGNMENT AND AVOID EXISTING
AND PROPOSED STRUCTURES, PIPES AND UTILITIES.
4.CONTRACTOR TO FIELD VERIFY EXISTING/PROPOSED
STORM SEWER & UTILITIES FOR DEPTH & ALIGNMENT
OF PROPOSED WATER MAIN.
5.BOTTOM OF STORM PIPE ELEVATIONS ARE SHOWNN SO
THE WATER MAIN CAN BE INSTALLED WITH 18" OF
SEPARATION FROM THE PROPOSED STORM PIPE
CROSSINGS.
6.CONTRACTOR TO VERIFY ELEVATIONS OF WATER MAIN
REPLACEMENT SO NOT TO CONFLICT WITH ROAD
PROJECT IMPROVEMENTS.
7.UTILITIES SHOWN PER FIELD SURVEY (SEE NOTE 1).
THE CONTRACTOR SHALL EXPOSE AND VERIFY ALL
WATER UTILITY CONNECTIONS AND CROSSINGS PRIOR
TO ANY CONSTRUCTION AND REPORT ANY
DISCREPANCIES TO THE WATER MAIN DESIGNER.
8.ANY EXISTING WATER FACILITIES TO BE RETIRED OR
REMOVED SHALL BE DONE SO IN ACCORDANCE WITH
INDOT OR C.W.U. STANDARDS AND SPECIFICATIONS.
11.25° MJ BEND
MJ HARVEY ADAPTER
(A) CUT "X" ON EAST EDGE OF RIM OF MH, 34.65'
(B) MAG NAIL SET ON NORTH SIDE OF PP #186034 UP 1.0', 49.95'
(C) CUT NOTCH ON W SIDE OF PED CROSSING PIC POST UP 1.0', 38.37'
(D) T.B.M. 411, SET RR SPIKE ON W SIDE OF PP# 185562 UP 1.0', 60.27'
N = 48483.4849
E = 60686.5859
CONTROL POINT 172 (MAG NAIL) - O.P.O.T. STA. 31+17.00', -20.39' (L) LINE "B"
(A) MAG W/ WASHER FOUND ON W SIDE OF PP# 300184 UP 1.0', 99.79'
(B) MAG W/ WASHER FOUND ON W SIDE OF PP# 300185 UP 1.0', 74.02'
(A) MAG NAIL ON W SIDE OF POWER POLE #300216 UP 1.0', 64.66'
(B) CENTER OF WATER VALVE, 60.50'
(C) CUT "X" ON EAST EDGE OF NORTH SAN MH, 51.77'
(D) T.B.M. 400, CUT "X" ON NNW BONNET BOLT OF HYD, 99.98'
N = 49366.6736
E = 60687.5396
CONTROL POINT 171 (MAG NAIL) - O.P.O.T. STA. 40+00.19', -21.22' (L) LINE "B"
C.P. 171
(A)
(B)
(C)
(D)
GUILFORD RD.
LINE "B"EMERSONCARMEL MIDDLE SCHOOL
C.P. 172
(A)
(B)
(C)(D)
GUILFORD RD.
LINE "B"
COLLEGE
CARMEL MIDDLE SCHOOL
WAY
(A) MAG NAIL ON NW SIDE OF CONCRETE BASE OF TRAFFIC POLE, 13.34'
A.J.W.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
S
EF
SPRONO.
ASTATE OF
D
NIO
IN
LA
AI N
01306
NGINE
27 EERIGEETS
DANDREW J OHN W
OLFDIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: PP-WATER-B.dwgDATE/USER: 7/20/2018 4:05 PM / ApercifieldWATER PLAN & PROFILE
LINE "B"
1"=30'
1"=5'MATCH LINE 41+50 "B"72MATCH LINE 33+75 "B"835
830
825
840
845
850
835
830
825
840
845
850
820 820
42+0043+0044+0045+0046+0047+0048+0049+00SHOTZIE LLCAUBREY S. & JANIE D.
NARAINE
MAIN & GUILFORD PLAZA
LLC
MIG GUILFORD RESERVE
LLC
S. GUILFORD ROAD
Line "B" & Section Line
DRUID HILL DR.WILSON TERRACE CT.W. MAIN ST.CARMEL CLAY SCHOOLS
MATT D.
MITCHEL
App. Exist. R/W
App. Exist. R/W
Sec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton County+22,33(asph)(conc. walk)
(grass)
(grass)
(conc. walk)
(grass)
(grass)
(grass)
(bushes)
(grass)+96,22'(asph)+42,16'(asph)+14,24'(asph)(conc. walk)(conc. walk)
(conc. walk)
(conc. walk)
(grass)
(grass)
ALTA JANE ROTHFUSS
TRUSTEE OF ALTA JANE
ROTHFUSS REV TRUST Line "S-1-B" & Section Line15" Pipe
(bushes)(bushes)GUILFORD TRAIL DR.(conc. walk
)
(Face of Exist. Bldg.)(conc. walk)(grass)(conc. walk)(mulch/shrubs)(shrubs/mulch)12" Pipe12" Pipe12" Pipe12" Pipe(bldg.)
(Face of Exist. Bldg.)1+002+00
Line "C"
12" San.8" San.12" San.
8" San.8" San.8" San.12" San.12" San.12" San.6" San.6"WILSON
VILLAGE
CONDOMINIUMS
WILSON
VILLAGE
CONDOMINIUMS
GUILFORD
TRAIL
TOWNHOMESApp PLApp PLApp. Exist. R/W
App. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp PL
Constr. Limits
Constr. Limits
Constr. Limits
Constr. Limits
Constr. Limits
R/W
R/W
R/W
R/
W
R/W
R
/W
Temp R/W
for Drive Const.
Temp R/W
for Drive Const.
Temp R/W
for Drive Const.
App. Exist. R/W
Do Not
Disturb Sign
Str. No. 77
Str. No. 78 Str. No. 82
Str. No. 80 Str. No. 81
Str. No. 83
Str. No. 71
Str. No. 73
Str. No. 72
Str. No. 68
Str. No. 70
Str. No. 69
Str. No. 75
Str. No. 76
45° MJ BEND
45° MJ BEND
12"x8" MJ TEE
8" GATE VALVE
45° MJ BEND
8" CONNECTION 12"x8" MJ TEE
8" GATE VALVE
45° MJ BEND8" CONNECTION
56 LFT 8" DI
664 LFT 12" DI
12"x12" MJ TEE
(2) 12" GATE VALVE
12"x8" MJ TEE
12" GATE VALVE
8" GATE VALVE
8" TAPPING SADDLE
8" TAP VALVE
(2) 45° MJ BEND
12"x8" REDUCER
45° MJ BEND
12"x8" REDUCER
8" CONNECTION
234 LFT 12" DI
70 LFT 8" DI
8" CONNECTION
45° MJ BEND
19 LFT 8" DI
RETIRE HYDRANT
LS
LS
SS
RETIRE VALVE
RETIRE VALVE
(3) RETIRE VALVE
REMOVE AND REPLACE
HYDRANT ASSEMBLY
INSTALL HYDRANT
ASSEMBLY
45° MJ BEND
45° MJ BEND
DEFLECT PIPE AS
NECESSARY PER MFG
RECOMMENDATIONS
INV=831.87
INV=845.38
INV=844.94
INV=837.56
INV=837.00
INV=836.01
42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00
Ex. 12" Storm
Inv. 846.45
Ex. 12" San
Inv. 837.61
Ex. 8" San
Inv. 835.07
+51.50
837.85
+52.08
844.95 +01.16
844.84
+59.24
845.52
Exist. Grade @ Water Main
Proposed Grade @ Water Main
12" DI MAIN
54" COVER (MIN)
+00
845.52
LEGEND
EXISTING
Storm Manhole
Gas Line
Storm Inlets
Sanitary Manhole
Gas Valve
Gas Meter
Sanitary Cleanout
Water Line
Water Valve
Fire Hydrant
Sprinkler
Electric Line
Power Pole w/(Riser)
Light & Power Pole
Light & Power Pole w/Riser
Water Meter
Light Pole
Guy Wire
Electric Box
Fiber Optic Line
Telephone Line
Telephone Manhole
Cable TV Line
Cable TV Box
Telephone Riser
Utility Manhole
Wood Fence
Iron Pin
Sign
Flag Pole
Bush
Tree Trunk
Deciduous Tree
Coniferous Tree
Overhead Utility Line
Wood Fence
Wire Fence
Chainlink Fence
Iron Fence
Irr. Valve
Mailbox
MJ TEE
COMPLETE HYDRANT ASSEMBLY
GATE VALVE
45° MJ BEND
22.5° MJ BEND
MJ CAP
PROPOSED WATER MAIN
PROPOSED LEGEND
SHORT SIDE SERVICE
LONG SIDE SERVICE
SS
LS
NOTES
1.CONTRACTOR TO FIELD VERIFY EXISTING WATER MAIN
FOR SIZE,TYPE & LOCATION AT ALL CONNECTION &
DISCONNECT LOCATIONS.
2.VALVE KEY EXTENSIONS ARE TO BE USED FOR ANY
VALVE KEY BELOW 4' FROM FINISHED GRADE.
3.CONTRACTOR TO DEFLECT PIPE AND USE MJ BENDS AS
NECESSARY OR AS DIRECTED BY C.W.U. PERSONNEL TO
STAY ON PROPOSED ALIGNMENT AND AVOID EXISTING
AND PROPOSED STRUCTURES, PIPES AND UTILITIES.
4.CONTRACTOR TO FIELD VERIFY EXISTING/PROPOSED
STORM SEWER & UTILITIES FOR DEPTH & ALIGNMENT
OF PROPOSED WATER MAIN.
5.BOTTOM OF STORM PIPE ELEVATIONS ARE SHOWNN SO
THE WATER MAIN CAN BE INSTALLED WITH 18" OF
SEPARATION FROM THE PROPOSED STORM PIPE
CROSSINGS.
6.CONTRACTOR TO VERIFY ELEVATIONS OF WATER MAIN
REPLACEMENT SO NOT TO CONFLICT WITH ROAD
PROJECT IMPROVEMENTS.
7.UTILITIES SHOWN PER FIELD SURVEY (SEE NOTE 1).
THE CONTRACTOR SHALL EXPOSE AND VERIFY ALL
WATER UTILITY CONNECTIONS AND CROSSINGS PRIOR
TO ANY CONSTRUCTION AND REPORT ANY
DISCREPANCIES TO THE WATER MAIN DESIGNER.
8.ANY EXISTING WATER FACILITIES TO BE RETIRED OR
REMOVED SHALL BE DONE SO IN ACCORDANCE WITH
INDOT OR C.W.U. STANDARDS AND SPECIFICATIONS.
11.25° MJ BEND
MJ HARVEY ADAPTER
(C) CUT NOTCH ON W SIDE OF PED CROSSING PIC POST UP 1.0', 38.37'
(D) T.B.M. 411, SET RR SPIKE ON W SIDE OF PP# 185562 UP 1.0', 60.27'
CONTROL POINT 175 (MAG NAIL FLUSH) - O.P.O.T. STA. 50+77.44', -27.22' (L) LINE "B"
(A) MAG NAIL SET UP 1.0' ON S FACE PP# 300667, 61.38'
(B) CENTER OF GAS VALVE IN WALK, 10.85'
(C) MAG NAIL FND UP 1.0' ON E FACE PP# 086533, 33.87'
(D) MAG NAIL SET UP 1.0' ON N FACE PP# 300669, 76.66'
LINE "B"(A)
(B)
(C)(D)
C.P. 175
N = 50444.4976
E = 60689.8885
(A) MAG NAIL ON W SIDE OF POWER POLE #300216 UP 1.0', 64.66'
(B) CENTER OF WATER VALVE, 60.50'
(C) CUT "X" ON EAST EDGE OF NORTH SAN MH, 51.77'
(D) T.B.M. 400, CUT "X" ON NNW BONNET BOLT OF HYD, 99.98'
N = 49366.6736
E = 60687.5396
CONTROL POINT 171 (MAG NAIL) - O.P.O.T. STA. 40+00.19', -21.22' (L) LINE "B"
C.P. 171
(A)
(B)
(C)
(D)
GUILFORD RD.
LINE "B"
GUILFORD RD.
SHELL
EMERSONCARMEL MIDDLE SCHOOL
A.J.W.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
S
EF
SPRONO.
ASTATE OF
D
NIO
IN
LA
AI N
01306
NGINE
27 EERIGEETS
DANDREW J OHN W
OLFDIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: PP-WATER-B.dwgDATE/USER: 7/20/2018 4:05 PM / ApercifieldWATER PLAN & PROFILE
LINE "B"
1"=30'
1"=5'
73MATCH LINE 41+50 "B"835
830
825
840
845
850
835
830
825
840
845
850
820 820MATCH LINE 49+25 "B"
50+0051+0052+0053+0054+0055+00MATT D.
MITCHEL
N. GUILFORD ROAD
Line "B"
SHOTZIE LLC
+29,18'(conc)+21,32'(asph)+54,19'(asph)+80,16'(asph)(conc. walk)
(conc. walk)
(grass)
(trees/brush)
(grass)(grass)(grass)
STANLEY A.
& ANGELA D.
HUNNICUTT
MELNICHEK,
VLADIMIR &
TATIANA
FRANK B. DIXON
AMERICAN LEGION
POST 155
(shrubs/mulch)12" Pipe
App. Exist. R/W
App. Exist. R/W
App PLApp PLApp PLApp PLConstr. Limits
Constr. Limits
Temp R/W
for Drive Const.
LEGEND
EXISTING
Storm Manhole
Gas Line
Storm Inlets
Sanitary Manhole
Gas Valve
Gas Meter
Sanitary Cleanout
Water Line
Water Valve
Fire Hydrant
Sprinkler
Electric Line
Power Pole w/(Riser)
Light & Power Pole
Light & Power Pole w/Riser
Water Meter
Light Pole
Guy Wire
Electric Box
Fiber Optic Line
Telephone Line
Telephone Manhole
Cable TV Line
Cable TV Box
Telephone Riser
Utility Manhole
Wood Fence
Iron Pin
Sign
Flag Pole
Bush
Tree Trunk
Deciduous Tree
Coniferous Tree
Overhead Utility Line
Wood Fence
Wire Fence
Chainlink Fence
Iron Fence
Irr. Valve
Mailbox
MJ TEE
COMPLETE HYDRANT ASSEMBLY
GATE VALVE
45° MJ BEND
22.5° MJ BEND
MJ CAP
PROPOSED WATER MAIN
PROPOSED LEGEND
SHORT SIDE SERVICE
LONG SIDE SERVICE
SS
LS
NOTES
1.CONTRACTOR TO FIELD VERIFY EXISTING WATER MAIN
FOR SIZE,TYPE & LOCATION AT ALL CONNECTION &
DISCONNECT LOCATIONS.
2.VALVE KEY EXTENSIONS ARE TO BE USED FOR ANY
VALVE KEY BELOW 4' FROM FINISHED GRADE.
3.CONTRACTOR TO DEFLECT PIPE AND USE MJ BENDS AS
NECESSARY OR AS DIRECTED BY C.W.U. PERSONNEL TO
STAY ON PROPOSED ALIGNMENT AND AVOID EXISTING
AND PROPOSED STRUCTURES, PIPES AND UTILITIES.
4.CONTRACTOR TO FIELD VERIFY EXISTING/PROPOSED
STORM SEWER & UTILITIES FOR DEPTH & ALIGNMENT
OF PROPOSED WATER MAIN.
5.BOTTOM OF STORM PIPE ELEVATIONS ARE SHOWNN SO
THE WATER MAIN CAN BE INSTALLED WITH 18" OF
SEPARATION FROM THE PROPOSED STORM PIPE
CROSSINGS.
6.CONTRACTOR TO VERIFY ELEVATIONS OF WATER MAIN
REPLACEMENT SO NOT TO CONFLICT WITH ROAD
PROJECT IMPROVEMENTS.
7.UTILITIES SHOWN PER FIELD SURVEY (SEE NOTE 1).
THE CONTRACTOR SHALL EXPOSE AND VERIFY ALL
WATER UTILITY CONNECTIONS AND CROSSINGS PRIOR
TO ANY CONSTRUCTION AND REPORT ANY
DISCREPANCIES TO THE WATER MAIN DESIGNER.
8.ANY EXISTING WATER FACILITIES TO BE RETIRED OR
REMOVED SHALL BE DONE SO IN ACCORDANCE WITH
INDOT OR C.W.U. STANDARDS AND SPECIFICATIONS.
11.25° MJ BEND
MJ HARVEY ADAPTER
CONTROL POINT 176 (PIN WITH CAP) - O.P.O.T. STA. 53+43.61', -31.96' (L) LINE "B"
(A) MAG NAIL SET UP 1.0' ON WEST FACE OF PP# 086951, 14.85'
(B) CENTER OF SAN MH, 53.35'
(C) MAG NAIL SET UP 1.0' ON N FACE OF PP# 201145, 167.00'
(D) T.B.M. 476, CUT X ON SSE BONNET BOLT OF HYD
(A)
(B)
(C)
C.P. 176
N = 50710.6996
E = 60692.0669
CONTROL POINT 175 (MAG NAIL FLUSH) - O.P.O.T. STA. 50+77.44', -27.22' (L) LINE "B"
(A) MAG NAIL SET UP 1.0' ON S FACE PP# 300667, 61.38'
(B) CENTER OF GAS VALVE IN WALK, 10.85'
(C) MAG NAIL FND UP 1.0' ON E FACE PP# 086533, 33.87'
(D) MAG NAIL SET UP 1.0' ON N FACE PP# 300669, 76.66'
LINE "B"(A)
(B)
(C)(D)
C.P. 175
N = 50444.4976
E = 60689.8885
DRIVEGUILFORD RD.
SHELL
LINE "B"
GUILFORD RD.
(D)
A.J.W.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
S
EF
SPRONO.
ASTATE OF
D
NIO
IN
LA
AI N
01306
NGINE
27 EERIGEETS
DANDREW J OHN W
OLFDIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: PP-WATER-B.dwgDATE/USER: 7/20/2018 4:05 PM / ApercifieldWATER PLAN & PROFILE
LINE "B"
1"=30'
1"=5'
74MATCH LINE 49+25 "B"
A.J.W.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
S
EF
SPRONO.
ASTATE OF
D
NIO
IN
LA
AI N
01306
NGINE
27 EERIGEETS
DANDREW J OHN W
OLFDIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: PP-WATER-B.dwgDATE/USER: 7/20/2018 4:05 PM / ApercifieldWATER
DETAILS
1"=30'
1"=5'
75
34+0035+0036+0037+0038+0039+0040+0041+00FRANK ANTHONY & KAREN
S. RUTKKOWSKI
RYAN D.
MCHOME CARRIE E.
STOCK
DAVID M. & ANGELA E.
CONCANNON
PAUL J. MILLER
S. GUILFORD ROAD
Line "B"
CARMEL 2002 SCHOOLS
BUILDING CORPORATION
(concrete)EMERSON RD.App. Exist. R/W App. Exist. R/W
App. Ex
ist.
R/W
Sec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton County
(conc. walk)
(asph. path)
(grass)
(grass)
(lawn)
(lawn)(lawn)
(asph. path)+45,10'(asph)+16,30'(asph)+24,19'(asph)+82,24'(asph)(grass)
(grass)+10,17'(asph)(grass)+68,35'(asph)+63,30'(asph)(conc. walk)(conc. walk)
(conc. walk
)
(conc. walk)
(grass)(conc. walk)(asph. p
a
t
h
)
(grass)
T.B.M. 471
C.P. 171+03.3, 44.3', 6" Dec.+37.1, 43.8', 6" Dec.+63.0, 23.3', Inlet+70.3, 44.6', 6" Dec.+49.5, 39.7', Rnd. Inlet+67.1, 41.9', Sign (Stop)+59.0, 48.0', Tele Box+68.6, 41.7', 24" Dec.+95.4, 43.0', 6" Dec.+18.5, 42.0', 6" Dec.+43.7, 42.1', 6" Dec.+93.7, 41.5', 18" Dec.+15.7, 22.9', Inlet+20.6, 21.7', San. M.H.+45.9, 23.3', Inlet+19.8, 41.8',Water Meter+30.3, 24.6',Mailbox+62.4, 23.7',Water Valve+62.4, 25.3',Fire Hyd.+74.3, 23.3',Mailbox+08.8, 41.4',Water Meter+16.5, 170.1',12" Con.+51.4, 39.4',PP w/Riser+98.9, 41.2',Water Meter+06.7, 24.2',Mailbox+37.6, 29.8',San. M.H.+43.9, 25.3',Sign (25 MPH)+56.4, 45.3',24" Dec.+86.5, 41.2',Water Meter+91.2, 45.3',18" Dec.+95.9, 24.0',Mailbox+39.3, 38.9',Power Pole+73.2, 49.0',Water Meter+15.8, 24.6',Sign (W11A-2)+30.5, 48.1',9" Con.+48.4, 24.7',Water Valve+79.9, 32.6',Inlet+79.1, 43.6',Sign (Stop)+83.1, 39.5',PP w/Light+12.4, 27.2',Fire Hyd.+50.0, 23.9',Water Valve+70.9, 25.3',3" Dec.+26.2, 38.5',Power Pole+76.8, 26.1',6" Dec.+68.2, 40.7',9" Con.+58.7, 48.8',6" Con.+00.4, 23.8',Water Valve+06.4, 26.1',1" Dec.+37.4, 23.1',Sign (30 MPH)+44.7, 42.7',9" Con.+09.0, 42.8',6" Con.+47.4, 32.3',Inlet+34.8, 37.7',PP w/Riser10" Pi
p
e
24" Pipe
1
8
"
P
i
p
e
15" Pipe15" Pipe
12" Pi
p
e
24" Pipe
24" Pipe
12" Pipe
24" Pipe
24" Pipe12" Pipe?
?
"
P
ip
e
24" Pipe
24" Pip
e
24"
P
i
p
e
24"
P
i
p
e
108" CMP12" Pipe
15" Pipe
15" Pipe
12" Pipe12" Pipe (conc. walk)CARMEL CLAY SCHOOLS
+16.2, 52.0', Rnd. Inlet+60.6, 52.3', F/O Box+98.1, 53.4', 6" Dec.+44.8, 71.6', Inlet+46.2, 55.2', Storm M.H.+17.7, 71.4', Inlet+91.9, 71.4', Inlet+93.1, 57.5', Storm M.H.+19.1, 54.2', Elec. Box+38.3, 52.9', Sign (Stop)+39.0, 59.2', Light Pole+53.1, 80.9', Inlet+16.4, 103.9', Rnd. Inlet+28.8, 36.8', Storm M.H.+49.9, 32.9', San. M.H.+58.1, 39.5', Rnd. Inlet+79.8, 71.3', Inlet+87.1, 51.1', 30" Dec.+21.9, 55.5',San. M.H.+32.2, 40.1',Pipe End Sect.+32.2, 55.5',San. M.H.+29.6, 60.7',San. M.H.+35.4, 28.6',Pipe End Sect.+19.2, 63.1',San. M.H.12" San.
12" San.8" San.8" San.12" San.
12" San.
WILSON VILLAGE
CONDOMINIUMSApp PLApp PLApp. Exist. R/W
App PLApp PLApp PLConstr. Limits
(conc.)App. Ex
is
t.
R/W
Constr. Limits
Constr. Limits
Constr. Limits
R/W
R/W
Temp R/W
for Drive Const.
Temp R/W
for Drive Const.
Temp R/W
for Drive Const.
Temp R/W
for Drive Const.
Temp R/W
for Drive Const.
R/W R/W
App. Exist. R/W App. Exist. R/WApp. Exist. R/W
Constr. Limits
+60 "B"
PL(40')
+60 "B"
75'
+04 "B"
75'
+04 "B"
46'
+11 "B"
PL(40')
+11 "B"
45'
+97.96 "B"
53'
+98 "B"
PL(40')
+35.82 "B"
PL(40')
+35.82 "B"
57'
+12.22 "B"
57'
+12.32 "B"
PL(40')+98.73 "B"
PL(40')
+98.79 "B"
53'
+75.19 "B"
53'
+75.23 "B"
PL(40')
+50.89 "B"
PL(40')
+50.94 "B"
50'
+37.04 "B"
50'
+37.06 "B"
PL(40')
Temp R/W
for Clearing and
Grading
Str. No. 47B
Str. No. 48
Str. No. 47
Str. No. 46
Str. No. 54 Str. No. 61 Str. No. 66
Str. No. 50
Str. No. 53
Str. No. 49
Str. No. 58
Str. No. 55
Str. No. 57
Str. No. 67
Str. No. 65Str. No. 62
Str. No. 62A
Str. No. 60A
Str. No. 60
Str. No. 64
Str. No. 51 Str. No. 56
Str. No. 52
Str. No. 63
Str. No. 47A
Str. No. 56A
Str. No. SS-1
Replace Sanitary M.H.
60 Lft of 8"∅ SDR35 Pipe
Ex. Inv. West =831.29
Inv. East = 831.29
Rim Elev. = 836.00 Str. No. SS-2
Install Sanitary M.H. &
34 Lft of 8"∅ SDR35 Pipe
Inv. North = 831.00
Inv. South = 830.30
Rim Elev. = 836.26
Str. No. SS-3
Replace San. M.H.
Inv North = 820.23
Inv. Northwest = 830.14
Ex. Inv. South = 830.08
Rim Elev. = 834.18
Str. No. SS-4
Replace Sanitary M.H.
108 Lft of 12"∅ C-900 DR-14
Certalok Pipe, (75 Lft inside
20" Steel Casing)
Ex Inv. North = 830.34
Inv. South = 830.26
Ex. Inv. S.E. = 830.54
Rim Elev. 835.44
Retire San. M.H. &
8"∅ Sanitary
Pipe in Place
Install 55 Lft. of 20"∅
Steel Casing &
2~ Cast in-Place
Conc. Anchors
Remove Exist.
12" Sanitary Pipe
Place Concrete Cradle
on Sanitary Pipe
at Storm Pipe Crossing
Proposed
Profile Grade
Exist. Grade
@ Line "B"
34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00839.32838.62838.15837.77837.53837.34837.24837.16837.11837.05837.00836.94836.84836.75836.66836.58836.50836.44836.38836.29836.19836.11836.01835.98836.05836.06836.07836.25836.50836.90837.30837.88839.54839.02838.56838.16837.83837.57837.37837.24837.16837.07836.99836.91836.83836.74836.66836.58836.50836.41836.33836.25836.17836.08836.04836.05836.12836.24836.42836.65836.93837.27837.66838.11PVI STA: 34+30.87
PVI ELEV: 837.63
VCL: 250.00 PVI STA: 40+69.50
PVI ELEV: 835.52
VCL: 350.00
839.54839.02838.56838.16837.83837.57837.37837.24837.16837.07836.99836.91836.83836.74836.66836.58836.50836.41836.33836.25836.17836.08836.04836.05836.12836.24836.42836.65836.93837.27837.66838.11Str. No. 61
-0.33%+2.73%
Str. No. SS-4
12"∅ PIPE @ 0.03%
Str. No. SS-1
Str. No. SS-2
Str. No. SS-3
8"∅ PIPE @ 0.44%
Existing Ground
Along Proposed
Sanitary
Proposed 20"∅
Steel Casing and
2~Cast in Place
Headwalls
Existing 12"∅
Sanitary
Existing 12"∅
Sanitary
All R/W and Topo from Line "B" Unless Noted Otherwise
PROPOSED
(See Typical Sheet for Additional Details)
Concrete Curb (Barrier)14
Mill and OverlayR
15
Sodding26
16
LEGEND
EXISTING
Storm Manhole
Gas Line
Storm Inlets
Sanitary Manhole
Gas Valve
Gas Meter
Sanitary Cleanout
Water Line
Water Valve
Fire Hydrant
Sprinkler
Electric Line
Power Pole w/(Riser)
Light & Power Pole
Light & Power Pole w/Riser
Water Meter
Light Pole
Guy Wire
Electric Box
Fiber Optic Line
Telephone Line
Telephone Manhole
Cable TV Line
Cable TV Box
Telephone Riser
Utility Manhole
Wood Fence
Iron Pin
Sign
Flag Pole
Bush
Tree Trunk
Deciduous Tree
Coniferous Tree
Overhead Utility Line
Wood Fence
Wire Fence
Chainlink Fence
Iron Fence
Irr. Valve
Mailbox
Concrete Sidewalk, 4"F
18
Concrete Center Curb, Type 'D'19
Combined Concrete Curb & Gutter
(Barrier)
Modified Roll Curb
Combined Concrete Curb & Gutter
(Barrier) (Dry)
Concrete Curb Ramp
C2 PCCP, 7" with D-1 Contraction Joints
Spaced at 14' Max.
HMA for SidewalkP
Asphalt ShoulderJ
C PCCP, For Approaches 6" on
Subgrade Treatment Type II.
H
C1 PCCP, For Approaches 9" on
Subgrade Treatment Type II.
Retaining WallW
Full Depth Asphalt PavementK1
Removal (Pvmt, Sidewalk, Concrete)
D HMA For Approaches
(See Typical Sheet for Additional Details)
TBM #474 - Cut " " on SW Corner of Square Concrete Light Pole
Foundation in Parking Lot at SE Corner of 852 W. Main St.
Sta. 5+10.70 "S-1-B", 93.46' Lt., Elev. = 847.88'
TBM #471 - Cut "X" on WNW Bonnet Bolt of Fire Hydrant.
Sta. 39+12.52 "B", 26.67' Rt., Elev. = 836.47'
TBM #472 - RR Spike set 1.0' up on W. face of Power Pole
#185-562. Sta. 30+66.56 "B", 12.53' Rt., Elev. = 842.79'
TBM #473 - Cut "X" on N Bonnet Bolt of Fire Hydrant.
Sta. 22+78.42 "B", 42.79' Lt., Elev. = 844.99
TBM #478 -Cut "X" on NNE Bonnet Bolt of Fire Hydrant.
Sta. 11+66.72 "B", 62.69' Rt., Elev. = 845.12'
TBM #470 - Top of NW Corner of Bottom Porch Step
Sta. 47+35.12 "B", 88.05' Rt., Elev. = 852.06'
ORIGINATING BENCHMARK
DESIGNATION - V 42 PID - LB0600
STATE/COUNTY - IN/HAMILTON
USGS QUAD - WESTFIELD (1992)
VERT ORDER - SECOND CLASS 0
DESCRIBED BY COAST AND GEODETIC SURVEY 1934
1.8 MILES SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND
LOUISVILLE RAILWAY FROM THE STATION AT WESTFIELD,
HAMILTON COUNTY, 6 1
2 RAILS SOUTH OF CULVERT B-165.1 IN
THE NORTHEAST ANGLE OF A GRAVEL ROAD, 9 YARDS EAST OF
THE EAST RAIL, 6 YARDS NORTH OF THE CENTERLINE OF THE
ROAD, AND ABOUT 3 FEET HIGHER THAN THE RAIL. A STANDARD
DISK, STAMPED V 42 1934 AND SET IN THE TOP OF A CONCRETE
POST PROJECTING ONE-HALF FOOT ABOVE GROUND.
ELEVATION = 884.62 (NAVD 88)
(A) CUT "X" ON EAST EDGE OF RIM OF MH, 34.65'
(B) MAG NAIL SET ON NORTH SIDE OF PP #186034 UP 1.0', 49.95'
(C) CUT NOTCH ON W SIDE OF PED CROSSING PIC POST UP 1.0', 38.37'
(D) T.B.M. 411, SET RR SPIKE ON W SIDE OF PP# 185562 UP 1.0', 60.27'
N = 48483.4849
E = 60686.5859
CONTROL POINT 172 (MAG NAIL) - O.P.O.T. STA. 31+17.00', -20.39' (L) LINE "B"
(A) MAG W/ WASHER FOUND ON W SIDE OF PP# 300184 UP 1.0', 99.79'
(B) MAG W/ WASHER FOUND ON W SIDE OF PP# 300185 UP 1.0', 74.02'
(A) MAG NAIL ON W SIDE OF POWER POLE #300216 UP 1.0', 64.66'
(B) CENTER OF WATER VALVE, 60.50'
(C) CUT "X" ON EAST EDGE OF NORTH SAN MH, 51.77'
(D) T.B.M. 400, CUT "X" ON NNW BONNET BOLT OF HYD, 99.98'
N = 49366.6736
E = 60687.5396
CONTROL POINT 171 (MAG NAIL) - O.P.O.T. STA. 40+00.19', -21.22' (L) LINE "B"
C.P. 171
(A)
(B)
(C)
(D)
GUILFORD RD.
LINE "B"EMERSONCARMEL MIDDLE SCHOOL
C.P. 172
(A)
(B)
(C)(D)
GUILFORD RD.
LINE "B"
COLLEGE
CARMEL MIDDLE SCHOOL
WAY
A.J.W.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
S
EF
SPRO NO.
ASTATE OF
D
NIO
IN
LA
AI N
01306
NGINE
27 EERIGEETS
DANDREW J OHN W
OLFDIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: PP-SANITARY.dwgDATE/USER: 7/20/2018 4:05 PM / ApercifieldSANITARY PLAN AND PROFILE
LINE "B"
1"=30'
1"=5'
825
820
815
830 MATCH LINE 41+50 "B"835
840
845
76
825
820
815
830
835
840
845MATCH LINE 33+75 "B"