Spring Mill Rd_Current Plans (A1, CC1-CC6)Know what's
AeccDbSurfaceTin
in
W11-2 SIGN (36" X 36")
2C/8
CARMANAH 24-HOUR SOLAR LED FLASHING
BEACON VERTICAL POLE MOUNT STYLE *5'-9" min3'-3"11'-6"14'-0"RECTANGULAR RAPID FLASHING BEACON *
5C/14, 2C/8
W16-7 SIGN (24" X 24")
R10-25 SIGN (9" X 12")
CARMEL DECORATIVE PEDESTAL **
PEDESTRIAN PUSH BUTTON *
2-5C/14
CARMEL DECORATIVE PEDESTAL BASE **
GROUND BUSHING *
EXISTING GROUND
2-W11-2 SIGN (36" X 36")
2C/8
CARMANAH 24-HOUR SOLAR LED FLASHING
BEACON VERTICAL POLE MOUNT STYLE *5'-9" min3'-3"11'-6"14'-0"2-RECTANGULAR RAPID FLASHING BEACON *
5C/14, 2C/8
2-W16-7 SIGN (24" X 24")
R10-25 SIGN (9" X 12")
CARMEL DECORATIVE PEDESTAL **
PEDESTRIAN PUSH BUTTON *
2-5C/14
CARMEL DECORATIVE PEDESTAL BASE **
GROUND BUSHING *
EXISTING GROUND
PEDESTAL MOUNTED FLASHING BEACON - MEDIAN
NOT TO SCALE
2" GAL. STEEL CONDUIT STUB
2" GAL. STEEL CONDUIT STUB
2" GAL. STEEL CONDUIT STUB 3"3"SIGNAL PEDESTAL FOUNDATION TYPE A
(per INDOT Std Drawing E 805-SGCF-03)
SIGNAL PEDESTAL FOUNDATION TYPE A
(per INDOT Std Drawing E 805-SGCF-03)
PEDESTAL MOUNTED FLASHING BEACON - OUTSIDE
NOT TO SCALE
PEDESTRIAN ISLAND OPENING
NOT TO SCALE
8'-0"
3"2'-0"
Median Cut
Through Ramp
6"Grass Median Grass Median
Included in "PEDESTRIAN RECTANGULAR RAPID
FLASHING BEACON WITH PUSH BUTTON ON
PEDESTAL"
Included in "BLACK PEDESTAL, 14'"
*
**
Included in "PEDESTRIAN RECTANGULAR RAPID
FLASHING BEACON WITH PUSH BUTTON ON
PEDESTAL"
Included in "BLACK PEDESTAL, 14'"
*
**8'-0"848.06
848.09
2.0%2.0%
2.0%2.0%
2.0%
2.0%
10'-7"
7.5%
7.7%0.4%0.1%2-5C/14
4-5C/14
37
37
Existing Multi-use Path4'-0"4'-0"
3'-0"
3'-0"
849.17
849.18
849.09
849.09
849.10
849.10
849.09
849.09
849.10
849.10
848.74
848.74
848.75
848.75
848.74
848.74
848.75
848.75
4'-0"9'-4"
1.0%
1.0%
848.79
848.7810'-0"8'-0"12'-0"850.01 849.86
848.96
848.95
849.10
849.11
1.5%
1.5%0.1%7.2%7.5%7.5%7.4%1.3%
1.5%
849.82 849.69
10'-0"
10'-0"8'-0"8'-0"13'-4"
13'-2"
2.0%
2.0%2.0%
2.0%
1.5%
1.5%
2.0%
2.0%
860.40
860.390.1%859.57
859.57
859.58
859.58
859.65
859.66
859.57
859.57
859.58
859.58
859.23
859.23
859.24
859.24
859.23
859.23
859.24
859.24
3'-0"
3'-0"
859.31
859.32
4'-0"
8.2%
8.1%8'-0"8'-0"8'-0"
1.5%
1.5%
859.31
859.43
859.82
859.30
859.42
859.94
859.92 859.80
5'-0"6.4%6.3%6.3%0.1%6.4%4'-0"4'-0"
2-5C/14
4-5C/14
37
37
File Name: \\ucs04fs\road\roadteam3\C3D\16-404\Road\Dwg\Plans\Typical Sections.dwg Plot Date: 2/27/2017 Plotted By: Nimz, John1625 N. Post Road
Indianapolis, IN 46219
Phone 317-895-2585
Fax 317-895-2596
www.ucindy.comConsultingUNITED
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKWRCJNII
WRC WRC
AS SHOWN
AS SHOWN
-
-
-
-
8-A 200
16-ENG-52
PEDESTRIAN CROSSING
DETAILS
CITY OF CARMEL
SPRING MILL ROAD FROM 111TH TO MAIN
PEDESTRIAN CROSSING @ 141+33 "PR-A"
PEDESTRIAN CROSSING @ 185+50 "PR-A"
LEGEND
37 Proposed Spot Elevation600.00
600.50
600.00 Top Curb/Bottom Curb
Proposed Spot Elevation
Transverse Marking, Thermoplastic,
Crosswalk Line, White, 24"
SCALE: 1" = 5'
SCALE: 1" = 5'
F Sidewalk, 4" on
4" Compaceted Agg, No 53, Base
Pedestrian Rectangular Rapid Flashing
Beacon with Push Button on Pedestal
2 in. Galvanized Steel Conduit
Added This Sheet3
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I I I I IIIIIIIIIIIIIIIIIIIII
I I I I I I
I I I I I I
III
I
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I I I I IIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIII I I I I IIIIIIIIIIIIIIIIIIIII
I I I I I I
I I I I I I
III
I IIIIIIIIII I I I I I I I I I I
I I I I I I
I I I I I I
III
I
830
835
840
845
850
855
860
830
835
840
845
850
855
860
846.85846.8847.32847.3847.88847.9848.37848.4848.49848.5847.78847.8847.07847.1845.52845.5845.62845.6845.47845.5847.64847.6847.13847.1846.50846.5126+00 127+00 128+00 129+00 130+00 131+00
-1.50%+0.50%
PVI STA. = 131+10.00
PVI ELEV. = 844.64
V.C. = 305'
+0.50%
PVI STA. = 131+10.00
PVI ELEV. = 844.64
V.C. = 305'
End Profile
Sta. 127+18.79 "PR-A"
Elev. 847.65
Profile Grade
Profile Grade
Begin Profile
Sta. 129+50.64 "PR-A"
Elev. 847.02
See Roundabout Grading Details
105
107 108 112 11551+00420+68 30.1, CONCRETE MON. FOUND420+67.3 32.5, WOVEN WIRE FENCE420+79.3 31.1, WATER METER421+39.7 12.6, MAILBOX421+43.6 17.5, EDGE OF WOODS421+50.2 29.4, 12" /ASH TREE421+71.7 17.9, EDGE OF WOODS423+01.4 24.8, POWER POLE423+45.7 16.8, 12" RCP424+33.9 71.2, 6" CON. TREE 424+23.9 78.6, 6" CON. TREE 423+35.1 47.1, SAN. M.H. 423+33.2 28.1, POWER POLE423+32.9 25.7, TBM #108 423+22.7 32, SIGN /STREET 423+19.9 41.3, STOP SIGN423+19.2 35.7, GUY ANCHOR 423+20.8 80.7, POWER POLE423+55.3 25.7, GUY ANCHOR 422+56.3 52.3, WATER PED.422+58.3 59.3, FIRE HYD. 422+60.7 59.7, WATER VALVE 422+69.7 47.4, WATER SERVICE VALVE422+87.3 36.5, WATER M.H.422+81.7 32.1, POWER POLE422+83.7 23.3, POWER POLE422+83.6 23.7, POWER POLE 422+80.1 23.3, GUY POLE 422+86.2 25.1, TELE. PED.422+56.4 33.2, TELE. PED. 422+52.9 50.5, POST 422+53.8 49.4, EDGE OF WOODS 422+34.7 22.8, GUY ANCHOR 423+03 0, RR SPIKE FOUND421+27.3 26.4, 12" DEC. TREE 421+00.8 26.5, 30" /MAPLE 420+89.6 38.7, WATER VALVE 420+89.5 40.4, FIRE HYD. 420+52.3 47.7, POWER POLE420+51 53.5, GUY ANCHOR P.O.T. 17+00.00 "S-1-A"
(woods)
(woods)
(woods)
(grass)
(grass)
(asph.)(asph.)(asph.)(asph.)(gravel)
(grass)
12" RCP
(grass)
(grass)
(grass)
(grass)
(woods)(gravel)(grass)
(grass)
(conc. sidewalk)126+00127+00128+00129+00130+00131+0018" PVC
SPRING MILL ROAD
Line "A" & Section Line
15' SIGHT DISTANCE AND UTIL. ESMT.
Section 4, T17N, R3E
Clay Township
Hamilton County, IN
Section 3, T17N, R3E
Clay Township
Hamilton County, IN
(grass)
(woods)
(woods)
(woods)
15' UTIL.
& DRAIN.
ESMT.423+21.8 23.8,GUY ANCHOR423+06.4 36.5,GUY ANCHOR423+03 33.1,WOVEN WIRE FENCE423+02.8 45.2,CONC. MON. FOUND423+79.5 64.6,WROUGHTIRON FENCE425+24.4 41.1,WROUGHTIRON FENCE424+62.1 40.3,WROUGHTIRON FENCE425+88.9 43.6,WROUGHTIRON FENCEApp. P.L. & Exist. R/W
App. P.L. & Exist. R/W
App. P.L. & Exist. R/W
App. P.L. & Exist. R/W
Line "S-1-A" & 1/4 Section LineLine "PR S-1-A"SPRING MILL ROADLine "A" & Section Line
Line "PR-A"
Line "PR-A"
K
K
15
16
15
16
F1
26
14.0'14.0'5.5'7.0'5.5'
5.
0
'
T
y
p
.
8.
0
'
T
y
p
.
Refer To Roundabout
Geometric Details Sheet
For Alignments Of Curb/
Pavement Edges
Refer To Roundabout
Geometric Details Sheet
For Alignments Of Curb/
Pavement Edges420+15.2 12.6,GAS MARKER POST425+81.4 67.3,6" CON. TREE425+58.9 26.5,POWER POLE15
16
16
15
22
K
15
15
K 16
15
K
15
K
16
15
5.0' Typ.
8.0' Typ.
26
F1
26
26
F1
F1
F1
F1
26
26
26
15
18 17
18 17
K1
K1
K
F1
8.0' Typ.+62.5+62.926
C1
C1
CR
+29.9
+33.2
+36.2
+30.2
CR
CR
CR
CR
+39.3
+33.7
+39.4
CR
CR
+35.6 CR
5.0' Typ.
8.0' Typ.5.0' Typ.8.0' Typ.424+06.9 79,6" CON. TREE423+99.4 91.2,4" CON. TREE26
26422+60.2 16.2,MAILBOX26
26
26
F126
423+85.7 102.5,4" CON. TREE26
104
106
111
113
116
114(woods)421+64.7 25.8,18" DEC. TREE424+51.2 23.9,POWER POLE424+72 69.3,6" DEC. TREE425+66.4 60.6,GUY ANCHOR422+24.9 16.4,CABLE TV PED.422+19.7 12.6,SIGN /INFO425+66.4 47.3,POWER POLE425+31.1 68.9,8" DEC. TREE425+12.9 25.4,FIRE HYDRANT425+12.2 31.9,WATER VALVE424+88.2 66.6,6" CON. TREE425+57 69.1,6" CON. TREE424+13.2 39.5,EDGE OF WOODS424+20 27,GAS VALVE26
26
26
26
+88.6, Class I Drive
W= 10.0'
+58, Class I Drive
W= 10.0'
R/W R/W
R/W
R/
W
R/W
34+00
35+00 30' LIMITEDDRAIN. ESMT.DUKE ENERGY ESMT.DUKE ENERGY ESMT.
Line "PATH"
126+00 127+00 128+00
129+00
130+00 131+00
105
107
108
112
115
F1 F18.0' Typ.
8.
0
'
T
y
p
.
(woods)
DO NOT DISTURB
FENCE
5.0'9.7'5.0'13.1'109
110
264.0'+37.33.0'11.0'9.1'+08.122
4.2'+84.82.8'22
K 9.0'22.0'15.0'File Name: \\ucs04fs\road\roadteam3\C3D\16-404\Road\Dwg\Plans\Plan & Profile.dwg Plot Date: 9/6/2017 Plotted By: Allison, Andy1625 N. Post Road
Indianapolis, IN 46219
Phone 317-895-2585
Fax 317-895-2596
www.ucindy.comConsultingUNITED
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
P:\C3D\16-404\Road\Dwg\Plans\wrc2.JPG
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKHEKJNII
WRC WRC
1" = 20'
1" = 5"
-
-
-
-
36 200
16-ENG-52
PLAN & PROFILE
LINE "PR-A"
CITY OF CARMEL
SPRING MILL ROAD FROM 111TH TO MAIN
See Plat No. 1 sheets for Right Of Way information.
Line "PR-A" to be constructed. All proposed
construction station/offsets are described from
Line "PR-A" unless otherwise noted.
LEGEND
HMA for Approaches
165 #/Sys HMA Surface, Type "C", on
275 #/Sys HMA Intermediate, Type "C", on
1045 #/Sys HMA Base, Type "C"
Placed w/ Minimum Of 3 Lifts, on
Multi-Use Path
110 #/Sys HMA Surface, Type "A" on
330 #/Sys HMA Intermediate, Type "A" on
5" Compacted Aggregate, No. 53, Base
Truck Apron
Decorative PCCP, 7"
165 #/Sys HMA Surface, Type "C" on
275 #/Sys HMA Intermediate, Type "C" on
385 #/Sys HMA Base, Type "C" on
250 #/Sys HMA Intermediate, OG, Type "C" on
330 #/Sys HMA Base, Type "C"
Milling, Asphalt, 1 12"
165 #/Sys HMA Surface, Type "C"
Curb & Gutter, Type II
Curb & Gutter, Type III
Roll Curb
Concrete Center Curb, Type D
Nursery Sodding
D1
F1
F K K1
17
22
26
15
16
RPCCP for Approaches, 9" on
Subgrade Treatment, Type II
C3
PCCP for Approaches, 6" on
Subgrade Treatment, Type II
C1
M
Integral Barrier Curb18
Curb Ramp, ConcreteCR
Sidewalk, 4" on
4" Compacted Aggregate, No. 53, Base
HMA for Widening
165 #/Sys HMA Surface, Type "C", on
275 #/Sys HMA Intermediate, Type "C", on
1045 #/Sys HMA Base, Type "C"
W
Revised Plan & Profile1
1
Subgrade Treatment, Type IB
Placed w/ Minimum Of 3 Lifts, on
Subgrade Treatment, Type IB
1 Matchline - Sta. 131+25 "PR-A"Matchline - Sta. 125+00 "PR-A"Revised Plan & Profile3
Added Median Break3
Moved Str.
No. 1053 Moved Str.
No. 1073
Moved Str. No. 1073
Revised Driveway5
Revised Driveway5
830
835
840
845
850
855
860
830
835
840
845
850
855
860
846.21846.2846.36846.4846.49846.5846.44846.4846.52846.5846.72846.7846.92846.9847.08847.1847.16847.2847.15847.2847.12847.1847.21847.2847.33847.3132+00 133+00 134+00 135+00 136+00 137+00
+0.50%+0.50%Existing Ground
Profile Grade
133130127126123118121
137427+14.2 98.1, 12" RCP427+38.1 45.1, TELE. PED.427+34.7 35, SAN. M.H.427+71.1 44.1, STOP SIGN428+20.5 71.3, TELE. PED.428+19.9 70.5, POWER POLE428+92.9 65.4, 20" CON. TREE429+15.2 63.1, 12" DEC. TREE429+20.9 49.2, BRICK COLUMN429+89.6 32.9, CABLE TV PED.429+94.9 34.3, CABLE TV PED.432+38.6 59.3, TBM #107 432+39.5 59.9, POWER POLE431+31.5 48.6, SAN. M.H. 431+35 60.9, POWER POLE431+30.8 92.7, SAN. M.H. 430+35 24.1, GUY ANCHOR 430+02.4 23, FIRE HYDRANT429+86.5 24.5, POWER POLE430+28.2 59.7, POWER POLE429+79.7 60, GUY ANCHOR 429+59.5 21, 12" RCP429+59.4 77.8, 12" RCP429+48.9 62.8, TREE ROW12" RCP12" RCP12"
R
C
P
12" RCP(grass)
(grass)
(grass)
(grass)(ls)(grass)
(grass)
(grass)
(grass)
(grass)
(gravel)
(grass)
(grass)
(grass)
(grass)
(asph.)
(asph.)
(grass)
(conc.)
(l
s
)
(grass)
(grass)
(gravel)
(conc.)
(a
sph
.
)BURLINGTONLN.132+00133+00134+00135+00136+00137+008" PVC18" PVC8" PVC10" PVCSPRING MILL ROAD
Line "A" & Section Line
Line "PR-A"
Section 4, T17N, R3E
Clay Township
Hamilton County, IN
Section 3, T17N, R3E
Clay Township
Hamilton County, IN
30' DRAIN.
ESMT.429+59.7 0.3, MAG NAILW/WASHER FOUND15' UTIL. & DRAIN. ESMT.15' UTIL. & DRAIN. ESMT.
15' UTIL. &
DRAIN. ESMT.15' UTIL. &DRAIN. ESMT.15' UTIL. &DRAIN. ESMT.(conc. sidewalk)426+52.4 45.9,WROUGHTIRON FENCE427+16.2 48,WROUGHT IRON FENCEApp. P.L. & Exist. R/W
App. P.L. & Exist. R/W
App. P.L. & Exist. R/W428+40.8 29.8,BEEHIVE INLET+09.3
69.5'
R= 40.0'
+42.3
69.5'
R= 40.0'+40.6
69.7'
R= 40.0'428+64.3 54.6,12" DEC. TREE428+56.4 50,2X2 BRICKCOLUMN428+55.2 69.4,4" CON. TREE29.5'+19.629.5'+09.35.5'24.0'+09.326
8.0' Typ.
26 14.0'5.5'+42.314.0'5.5'+09.324.0'5.5'+42.314.0'5.5'+48.61.5'14.0'5.5'+30.622+40.614.0'F1
26
8.0' Typ.24.0'+42.329.9'+44.65.5'
1.5'
22
18.0'+42.326
K
15
15
K
K
15
16
15
16
K
K
26
15
16
15
16
8.0' Typ.
133
137
134
130
135
132
127
131
129
128
125
126
124119122
117
123
120
426+28.1 68.4,6" CON. TREE426+45.7 77,12" RCP426+46.5 20.3,12" RCP426+53.8 70.8,4" CON. TREE426+78.6 71.5,8" DEC. TREE426+87.9 24.4,POWER POLE426+29.3 26.8,BEEHIVE INLET426+45.2 80.1,12" RCP427+33.5 51.1,SAN. M.H.427+71.6 31.7,WATER VALVE428+11.7 65,TREE ROW428+07.7 26.9,POWER POLE428+04.3 68.2,4" DEC. TREECR CR
CR
F1
26
26
5.0' Typ.
8.0' Typ.F1
5.0' Typ.
8.0' Typ.
F1
F1428+08.6 42.4,STREET SIGN+91, Street Appr.
W= 21.8'
D1
DUKE ENERGY ESMT.
DUKE ENERGY ESMT.
DUKE ENERGY ESMT.
132+00 133+00 134+00
135+00 136+00 137+00
118
121
+72.35.5'
Remove
Cap
Pipe
Remove
Cap
Pipe
Remove
K
FF
Cap
Pipe
5.5'+27.61.5'
22+19.614.0'+15.5
71.3'
R= 42.0'
CR
K
846.30 846.72 847.12 847.37 847.51 847.58
847.70847.62847.49847.24846.84846.42
File Name: \\ucs04fs\road\roadteam3\C3D\16-404\Road\Dwg\Plans\Plan & Profile.dwg Plot Date: 2/27/2017 Plotted By: Nimz, John1625 N. Post Road
Indianapolis, IN 46219
Phone 317-895-2585
Fax 317-895-2596
www.ucindy.comConsultingUNITED
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKHEKJNII
WRC WRC
1" = 20'
1" = 5"
-
-
-
-
37 200
16-ENG-52
PLAN & PROFILE
LINE "PR-A"
CITY OF CARMEL
SPRING MILL ROAD FROM 111TH TO MAIN
See Plat No. 1 sheets for Right Of Way information.
Line "PR-A" to be constructed. All proposed
construction station/offsets are described from
Line "PR-A" unless otherwise noted.
LEGEND
HMA for Approaches
165 #/Sys HMA Surface, Type "C", on
275 #/Sys HMA Intermediate, Type "C", on
1045 #/Sys HMA Base, Type "C"
Placed w/ Minimum Of 3 Lifts, on
Multi-Use Path
110 #/Sys HMA Surface, Type "A" on
330 #/Sys HMA Intermediate, Type "A" on
5" Compacted Aggregate, No. 53, Base
Truck Apron
Decorative PCCP, 7"
165 #/Sys HMA Surface, Type "C" on
275 #/Sys HMA Intermediate, Type "C" on
385 #/Sys HMA Base, Type "C" on
250 #/Sys HMA Intermediate, OG, Type "C" on
330 #/Sys HMA Base, Type "C"
Milling, Asphalt, 1 12"
165 #/Sys HMA Surface, Type "C"
Curb & Gutter, Type II
Curb & Gutter, Type III
Roll Curb
Concrete Center Curb, Type D
Nursery Sodding
D1
F1
F K K1
17
22
26
15
16
RPCCP for Approaches, 9" on
Subgrade Treatment, Type II
C3
PCCP for Approaches, 6" on
Subgrade Treatment, Type II
C1
M
Integral Barrier Curb18
Curb Ramp, ConcreteCR
Sidewalk, 4" on
4" Compacted Aggregate, No. 53, Base
HMA for Widening
165 #/Sys HMA Surface, Type "C", on
275 #/Sys HMA Intermediate, Type "C", on
1045 #/Sys HMA Base, Type "C"
W
Revised Plan & Profile1
1
Subgrade Treatment, Type IB
Placed w/ Minimum Of 3 Lifts, on
Subgrade Treatment, Type IB
1 Matchline - Sta. 137+50 "PR-A"Matchline - Sta. 131+25 "PR-A"Revised Plan & Profile3
Added Street Approach,
Revised Storm Structures
Added Spot Elevations
3
Revised Storm Structures3
830
835
840
845
850
855
860
830
835
840
845
850
855
860
847.33847.3847.58847.6848.00848.0848.19848.2848.39848.4848.63848.6848.96849.0849.30849.3849.29849.3849.08849.1848.88848.9848.96849.0849.30849.3138+00 139+00 140+00 141+00 142+00 143+00
-0.35%
PVI STA. = 140+75.00
PVI ELEV. = 849.45
V.C. = 250'
PVI STA. = 143+50.00
PVI ELEV. = 848.50
V.C. = 225'
-0.35%
PVI STA. = 140+75.00
PVI ELEV. = 849.45
V.C. = 250'
PVI STA. = 143+50.00
PVI ELEV. = 848.50
V.C. = 225'
Existing Ground
Profile Grade
154151148144
-0.35%+0.50%
139 142 437+20.2 26.6, GAS MARKER POST437+43.5 16.8, STORM M.H.437+42.7 31.4, BEEHIVE INLET437+31.1 47.6, STORM M.H.438+63.8 26.8, 1" DEC. TREE 438+33.7 26, 1" DEC. TREE 438+33.8 45.7, SAN. M.H. /BURIED 4'438+12.6 71.4, CANOPY438+03.4 71.3, CANOPY437+82.5 66.1, PINE ROW437+55.7 65.9, TREE ROW437+31.4 58.5, 12" RCP437+32.7 136.1, INLET 437+30.2 49.8, 12" CMP437+43.8 22.1, 1" DEC. TREE 437+74.5 23.2, 1" DEC. TREE 438+04.4 24.5, 1" DEC. TREE 438+03.4 52.8, PINE ROW438+00.5 60.3, POWER POLE437+12.3 78.1, 4" DEC. TREE 437+00.8 66.1, TREE ROW437+14.5 20.2, 1" DEC. TREE 436+84.7 20, 1" DEC. TREE 436+54.2 20.4, 1" DEC. TREE 436+25.2 20.7, 1" DEC. TREE 436+38.9 66, PINE ROW436+76.6 61.7, PINE ROW436+69.1 60.9, POWER POLE436+17.8 51.9, TREE ROW436+16.1 62, BUSH ROW436+12.4 71.2, CANOPY /CART CORAL 436+04.1 70.9, CANOPY 435+94.4 21.4, 1" DEC. TREE 435+64.8 20.8, 1" DEC. TREE 435+64.5 60.1, POWER POLE435+67.7 70.9, CURB INLET435+13.3 70.2, CURB INLET435+30.7 78.7, 4" DEC. TREE 435+29.6 47.7, SAN. M.H. 435+34.4 21.1, 1" DEC. TREE 435+04.4 21.3, 1" DEC. TREE 434+34 24.7, FIRE HYDRANT434+35 28.8, WATER VALVE434+14.5 25.6, 1" DEC. TREE 434+43.9 22.6, 1" DEC. TREE 434+69.9 59.9, POWER POLE434+73.9 21.6, 1" DEC. TREE 433+96.3 70.6, CURB INLET433+96.7 53.1, 12" CMP433+72.2 58.8, TELE. PED. 433+70.4 60.2, POWER POLE433+45.9 54.2, TREE ROW433+16.8 78.1, 12" DEC. TREE 433+22.8 67.8, 12" DEC. TREE 433+12.1 63.6, 12" DEC. TREE 433+13.4 91.9, BUSH ROW432+90 58.5, STOP SIGN12" RCP12" RCP12" RCP12" RCP 12" RCP 12" CMP1
2
"
RC
P
12" RC
P12"
RCP
(grass)(grass)
(grass)
(asph.)
(asph.)
(ls)(ls)(ls)
(ls)
(gravel)
(gravel)
(gravel)
(gravel)
(asph.)(asph.)
(conc.)
(conc.)(asph.)(asph.)
(asph.)(asph.)
(grass)
(grass)
(grass)(grass)138+00139+00140+00141+00142+00143+0018" PVC 18" PVC 8" PVCSPRING MILL ROAD
Line "A" & Section Line
Line "PR-A"
Section 4, T17N, R3E
Clay Township
Hamilton County, IN
Section 3, T17N, R3E
Clay Township
Hamilton County, IN
App. P.L. & Exist. R/W App. P.L. & Exist. R/W
App. P.L. & Exist. R/W App. P.L. & Exist. R/W
(asph.)(asph.)(asph.)(asph.)
+25.1
69.7'
R= 40.0'432+89.9 49.9,CAPPED REBAR FND./STRUCTURE PT432+85.4 64.8,CAPPED REBAR FND./STRUCTURE PT29.5'+25.15.5'14.0'+25.129.5'5.5'
1.5'12"RCP+91.15.5'+09.15.5'14.0'+40.9+41.114.0'+04.55.5'
1.5'18.0'K
K
15
15
16
26
16
K
K
15
15
16
26
16
K
15
15
K
15
15
8.0' Typ.8.0' Typ.
22
22
155
156
147
146
152149
150
153
144
154
148 151142
143
139
140 434+87.7 15.6,CABLE TV PED.CR 438+33.9 72.4,SAN. M.H.+68, Mod. Class III Drive
W= 42.6'
C3
432+64.1 34.7,WATER VALVE432+78.6 138.7,MAG SPIKE FOUND432+96.5 67.8,GAS MARKER POST433+04.7 84.6, 12" DEC. TREE433+07.9 76.4, 12" DEC. TREERemove
Remove
Remove
F1 F1 10.0' Typ.F1
DUKE ENERGY ESMT.DUKE ENERGY ESMT.
138+00 139+00 140+00 141+00 142+00
F1
ENTRY SOUTHOF BRIDGES II143
+21.5
71.5'
R= 42.0'
CR
+69, Street Appr.
W= 41.4'
D1
+17.1+35.114.0'848.25
848.37
848.50
848.62
848.85
848.97
849.22
849.34
847.58
847.70
File Name: \\ucs04fs\road\roadteam3\C3D\16-404\Road\Dwg\Plans\Plan & Profile.dwg Plot Date: 2/27/2017 Plotted By: Nimz, John1625 N. Post Road
Indianapolis, IN 46219
Phone 317-895-2585
Fax 317-895-2596
www.ucindy.comConsultingUNITED
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKHEKJNII
WRC WRC
1" = 20'
1" = 5"
-
-
-
-
38 200
16-ENG-52
PLAN & PROFILE
LINE "PR-A"
CITY OF CARMEL
SPRING MILL ROAD FROM 111TH TO MAIN
See Plat No. 1 sheets for Right Of Way information.
Line "PR-A" to be constructed. All proposed
construction station/offsets are described from
Line "PR-A" unless otherwise noted.
LEGEND
HMA for Approaches
165 #/Sys HMA Surface, Type "C", on
275 #/Sys HMA Intermediate, Type "C", on
1045 #/Sys HMA Base, Type "C"
Placed w/ Minimum Of 3 Lifts, on
Multi-Use Path
110 #/Sys HMA Surface, Type "A" on
330 #/Sys HMA Intermediate, Type "A" on
5" Compacted Aggregate, No. 53, Base
Truck Apron
Decorative PCCP, 7"
165 #/Sys HMA Surface, Type "C" on
275 #/Sys HMA Intermediate, Type "C" on
385 #/Sys HMA Base, Type "C" on
250 #/Sys HMA Intermediate, OG, Type "C" on
330 #/Sys HMA Base, Type "C"
Milling, Asphalt, 1 12"
165 #/Sys HMA Surface, Type "C"
Curb & Gutter, Type II
Curb & Gutter, Type III
Roll Curb
Concrete Center Curb, Type D
Nursery Sodding
D1
F1
F K K1
17
22
26
15
16
RPCCP for Approaches, 9" on
Subgrade Treatment, Type II
C3
PCCP for Approaches, 6" on
Subgrade Treatment, Type II
C1
M
Integral Barrier Curb18
Curb Ramp, ConcreteCR
Sidewalk, 4" on
4" Compacted Aggregate, No. 53, Base
HMA for Widening
165 #/Sys HMA Surface, Type "C", on
275 #/Sys HMA Intermediate, Type "C", on
1045 #/Sys HMA Base, Type "C"
W
Revised Plan & Profile1
1
Subgrade Treatment, Type IB
Placed w/ Minimum Of 3 Lifts, on
Subgrade Treatment, Type IB
1 Matchline - Sta. 143+75 "PR-A"Matchline - Sta. 137+50 "PR-A"Revised Plan & Profile3
Added Pedestrian Crossing,
See Details Sheet 8-A3
Revised Storm Structures3
Added Street Approach,
Revised Storm Structures
Added Spot Elevations
3
Revised Storm Structures3
835
840
845
850
855
860
865
835
840
845
850
855
860
865
849.82849.8850.73850.7852.15852.1853.08853.1853.35853.3853.30853.3853.32853.3853.50853.5853.89853.9854.20854.2853.93853.9853.60853.6853.06853.1144+00 145+00 146+00 147+00 148+00 149+00
+2.00%
+0.50%
-1.10%
PVI STA. = 145+90.00
PVI ELEV. = 853.29
V.C. = 225'
PVI STA. = 148+55.00
PVI ELEV. = 854.61
V.C. = 250'
+2.00%
+0.50%
-1.10%
PVI STA. = 145+90.00
PVI ELEV. = 853.29
V.C. = 225'
PVI STA. = 148+55.00
PVI ELEV. = 854.61
V.C. = 250'
Existing Ground
Profile Grade
158
161 163439+87.3 75, SAN. M.H.440+79.9 36.6, INLET445+45.1 64.4, 4" DEC. TREE 445+36.6 29.5, 4" DEC. TREE 445+04.2 27.5, 4" DEC. TREE 444+78.6 25.9, 4" DEC. TREE 444+51.7 22.8, 4" DEC. TREE444+69.6 23.6, SIGN /WARNING444+67.9 38.6, ELEC. M.H.444+35.2 66.3, 4" DEC. TREE444+37.2 55.6, HIGH MAST TOWER444+19.9 72.5, FIRE HYDRANT444+25.2 46.1, SAN. M.H.444+04.3 40, RISER POLE444+14 28.1, WATER VALVE444+13.7 19.6, FIRE HYDRANT444+21 21.7, 4" DEC. TREE443+85.5 40.4, RISER POLE443+82.8 43.6, GUY ANCHOR443+59.1 40.5, RISER POLE443+29.8 23, 4" DEC. TREE 443+39.7 60.9, GUY ANCHOR 443+10.2 59.7, POWER POLE444+19.8 32.5, WATER VALVE443+94.9 61.2, 4" DEC. TREE444+09.3 75.5, FIRE HYDRANT444+11.4 75.6, WATER VALVE442+99 22.1, 4" DEC. TREE 442+69.3 24.7, 4" DEC. TREE 442+51.3 59.9, POWER POLE442+16 25.6, 4" DEC. TREE 441+83 36.5, WATER VALVE441+47.6 60, POWER POLE441+33.4 46.3, SAN. M.H.441+23.3 43, STOP SIGN440+78 50.1, MAG NAIL FOUND 440+50.7 59.9, POWER POLE440+14.3 25.2, 4" DEC. TREE440+19 57.1, BEEHIVE INLET439+83.9 25.8, 4" DEC. TREE 442+36.8 24.9, 4" DEC. TREE 440+16.7 138.2, INLET439+35.6 30.3, WATER VALVE439+26.7 27.1, 1" DEC. TREE439+21.4 27.5, FIRE HYDRANT439+21.3 29.2, WATER VALVE439+15.5 60.8, POWER POLE438+94.2 27.3, 1" DEC. TREE438+75.8 59.6, 12" RCP12" RCP12" RCP12" RCP
(grass)(grass)(grass)
(grass)(asph.)(asph.)(under construction)(ls)
(ls)
(ls)
(ls)
(asph.)
(asph.)
(asph.)
(conc.)
(asph.)
(asph.)
(asph.)
(grass)
(grass)
(grass)
(grass)
(grass)
18" PVC
18" PVC
6" PVC6" PVC144+00145+00146+00147+00148+00149+00150+008" PVC 8" PVCSPRING MILL ROAD
Line "A" & Section Line
Line "PR-A"
Section 4, T17N, R3E
Clay Township
Hamilton County, IN
Section 3, T17N, R3E
Clay Township
Hamilton County, IN
App. P.L. & Exist. R/W App. P.L. & Exist. R/W
App. P.L. & Exist. R/W App. P.L. & Exist. R/W
+56.4
71.2' R= 41.5'
+41.1
71.0'
R= 41.5'
+08.6
69.5'
R= 40.0'
+04.5
69.7'
R= 40.0'441+19.5 49.9,CAPPED REBAR FND./STRUCTURE POINT5.5'24.0'5.5'+40.45.5'+70.429.5'+56.41.5'28.0'24.0'+10.65.5'
1.5'28.0'+80.624.0'+08.629.5'19.5'+56.429.5'+08.619.5'+08.615
K
15
15
K
26
15
16
15
16
K
K
15
22.0'19.5'22.0'19.5'K
15
16
K
16
15 22.0'22.0'K
16
15
16
4.0'440+03.9 70.7,SPRINKLER BOX440+03.8 68.9,SPRINKLER BOX440+03.7 71.5,SPRINKLER BOX439+80.582.6, 4"DEC. TREE439+37.7 59.3,WATER VALVE439+21.3 83.2,6" DEC. TREE161
162
164
163
158
159
4.0'
CR
CR
CR
CR
441+16.9 62.5,6' C.L.T.F.RemoveRemove
10.0' Typ.F1(asph.)
+99, Mod. Class III Drive
W= 42.6'
C3
+57, Street Appr.
W= 21.8'
D1
22
DUKE ENERGY ESMT.DUKE ENERGY ESMT.
144+00 145+00 146+00 147+00 148+00
149+00+04.5F1F1
163
164
P.C. +40.2
20.4'
P.T. +67.9
26.0'
P.I. +03.5
27.5'R575.0'P.T. +80.7
4.0'
P.I. +41.9
4.0'R550.0'R596.0'P.C. +76.7
19.5'
P.I. +47.0
18.2'R600.0'P.T. +18.4
25.4'
P.T. +45.1
4.0'
P.C. +03.5
4.0'P.I. +24.3
3.6'
P.C. +03.5
0.0'+07.6TEMPLEDR.ENTRY TOBRIDGES II2222
FF
File Name: \\ucs04fs\road\roadteam3\C3D\16-404\Road\Dwg\Plans\Plan & Profile.dwg Plot Date: 2/27/2017 Plotted By: Nimz, John1625 N. Post Road
Indianapolis, IN 46219
Phone 317-895-2585
Fax 317-895-2596
www.ucindy.comConsultingUNITED
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKHEKJNII
WRC WRC
1" = 20'
1" = 5"
-
-
-
-
39 200
16-ENG-52
PLAN & PROFILE
LINE "PR-A"
CITY OF CARMEL
SPRING MILL ROAD FROM 111TH TO MAIN
See Plat No. 1 sheets for Right Of Way information.
Line "PR-A" to be constructed. All proposed
construction station/offsets are described from
Line "PR-A" unless otherwise noted.
LEGEND
HMA for Approaches
165 #/Sys HMA Surface, Type "C", on
275 #/Sys HMA Intermediate, Type "C", on
1045 #/Sys HMA Base, Type "C"
Placed w/ Minimum Of 3 Lifts, on
Multi-Use Path
110 #/Sys HMA Surface, Type "A" on
330 #/Sys HMA Intermediate, Type "A" on
5" Compacted Aggregate, No. 53, Base
Truck Apron
Decorative PCCP, 7"
165 #/Sys HMA Surface, Type "C" on
275 #/Sys HMA Intermediate, Type "C" on
385 #/Sys HMA Base, Type "C" on
250 #/Sys HMA Intermediate, OG, Type "C" on
330 #/Sys HMA Base, Type "C"
Milling, Asphalt, 1 12"
165 #/Sys HMA Surface, Type "C"
Curb & Gutter, Type II
Curb & Gutter, Type III
Roll Curb
Concrete Center Curb, Type D
Nursery Sodding
D1
F1
F K K1
17
22
26
15
16
RPCCP for Approaches, 9" on
Subgrade Treatment, Type II
C3
PCCP for Approaches, 6" on
Subgrade Treatment, Type II
C1
M
Integral Barrier Curb18
Curb Ramp, ConcreteCR
Sidewalk, 4" on
4" Compacted Aggregate, No. 53, Base
HMA for Widening
165 #/Sys HMA Surface, Type "C", on
275 #/Sys HMA Intermediate, Type "C", on
1045 #/Sys HMA Base, Type "C"
W
Revised Plan & Profile1
1
Subgrade Treatment, Type IB
Placed w/ Minimum Of 3 Lifts, on
Subgrade Treatment, Type IB
1 Matchline - Sta. 150+00 "PR-A"Matchline - Sta. 143+75 "PR-A"Revised Plan & Profile3
Revised Storm Structures3
840
845
850
855
860
865
870
840
845
850
855
860
865
870
858.58858.6858.91858.9859.19859.2859.33859.3859.43859.4859.19859.2858.70858.7858.31858.3857.92857.9857.55857.5857.48857.5857.37857.4857.34857.3161+00 162+00 163+00 164+00 165+00 166+00
-0.85%
PVI STA. = 161+95.00
PVI ELEV. = 860.15
V.C. = 350'
PVI STA. = 166+00.00
PVI ELEV. = 856.72
V.C. = 305'
-0.85%
PVI STA. = 161+95.00
PVI ELEV. = 860.15
V.C. = 350'
PVI STA. = 166+00.00
PVI ELEV. = 856.72
V.C. = 305'
Existing Ground
Profile Grade
207 210 213459+09 17.1, TELE. PED.459+09.3 18.6, EDGE OF WOODS459+10.6 23.5, POWER POLE459+16.3 22.6, POWER POLE459+18.7 17.6, TELE. PED.456+10.4 63.5, EDGE OF WOODS456+81.6 24.5, POWER POLE457+99 35.9, SAN. M.H. /BURIED458+49.4 77.9, EDGE OF WOODS459+26 24.4, POWER POLE459+09.1 25.1, GUY ANCHOR 459+27.8 62.3, ELEC. PED.459+41.2 19.7, FIRE HYD. 459+74.1 59.7, IPL ELEC. PED.461+16 29.6, SAN. M.H. 461+80.2 26.1, POWER POLE(grass)
(grass)(grass)
(grass)
(grass)(grass)
(field)
(field)
(field)
(grass)(grass)(grass)
(asph.)
(asph.)
(asph.)
(asph.)
(asph.)(asph.)
18" PVC 18" PVC161+00162+00163+00164+00165+00166+00SPRING MILL ROAD
Line "PR-A"
Line "A" & Section Line
Section 35, T18N, R3E
Clay Township
Hamilton County, IN
Section 34, T18N, R3E
Clay Township
Hamilton County, IN
App. P.L. & Exist. R/W App. P.L. & Exist. R/WApp. P.L. & Exist. R/WApp. P.L. & Exist. R/W
(field)
K
K
26
15
16
15
16
14.0'14.0'5.5'7.0'5.5'
K
K
26
15
16
15
16
26
5.5'7.0'5.5'+00.09.7'F1
26
207 210
206
215
214
209
208
212
211459+66.9 25.9,GATE459+57.1 33.3,WATER METER459+47.5 36,WATER VALVE459+46.9 34.4,EDGE OF WOODS459+42.6 24.7,GATE459+37.5 24.3,POWER POLE459+37 21.2,TELE. PED.459+36.6 24.9,WEIHE REBARFOUND459+25.4 27.3,GUY ANCHOR459+25 32.4,GUY ANCHOR459+24.4 49.5,POWER POLE(wetlands)
Note: Do Not Disturb
Wetlands Outside Of
Construction Limits
Const. LimitsConst. Limits
Const. Limits
Const. Limits
Const. Limits
Const. Limits
R/W R/W R/W
26
26
R/W R/W
161+00 162+00 163+00 164+00 165+00 166+0026
213
+43.55.5'
1.5'18.0'19.5'+50.426
15
16
15
16
22
+25.514.0'+73.414.0'+43.524.0'+50.429.5'8.0'8.0'
5.5'
1.5'
22
+43.518.0'+43.524.0'App. P.L. & Exist. R/WK
14.0'F1
206A
+26.4
54.5'
R= 25.0'
+50.4
54.6'
R= 25.0'
+88, Street Appr.
W= 34.7'
D1+33.426
CR CR
File Name: \\ucs04fs\road\roadteam3\C3D\16-404\Road\Dwg\Plans\Plan & Profile.dwg Plot Date: 2/27/2017 Plotted By: Nimz, John1625 N. Post Road
Indianapolis, IN 46219
Phone 317-895-2585
Fax 317-895-2596
www.ucindy.comConsultingUNITED
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKHEKJNII
WRC WRC
1" = 20'
1" = 5"
-
-
-
-
42 200
16-ENG-52
PLAN & PROFILE
LINE "PR-A"
CITY OF CARMEL
SPRING MILL ROAD FROM 111TH TO MAIN
See Plat No. 1 sheets for Right Of Way information.
Line "PR-A" to be constructed. All proposed
construction station/offsets are described from
Line "PR-A" unless otherwise noted.
LEGEND
HMA for Approaches
165 #/Sys HMA Surface, Type "C", on
275 #/Sys HMA Intermediate, Type "C", on
1045 #/Sys HMA Base, Type "C"
Placed w/ Minimum Of 3 Lifts, on
Multi-Use Path
110 #/Sys HMA Surface, Type "A" on
330 #/Sys HMA Intermediate, Type "A" on
5" Compacted Aggregate, No. 53, Base
Truck Apron
Decorative PCCP, 7"
165 #/Sys HMA Surface, Type "C" on
275 #/Sys HMA Intermediate, Type "C" on
385 #/Sys HMA Base, Type "C" on
250 #/Sys HMA Intermediate, OG, Type "C" on
330 #/Sys HMA Base, Type "C"
Milling, Asphalt, 1 12"
165 #/Sys HMA Surface, Type "C"
Curb & Gutter, Type II
Curb & Gutter, Type III
Roll Curb
Concrete Center Curb, Type D
Nursery Sodding
D1
F1
F K K1
17
22
26
15
16
RPCCP for Approaches, 9" on
Subgrade Treatment, Type II
C3
PCCP for Approaches, 6" on
Subgrade Treatment, Type II
C1
M
Integral Barrier Curb18
Curb Ramp, ConcreteCR
Sidewalk, 4" on
4" Compacted Aggregate, No. 53, Base
HMA for Widening
165 #/Sys HMA Surface, Type "C", on
275 #/Sys HMA Intermediate, Type "C", on
1045 #/Sys HMA Base, Type "C"
W
Revised Plan & Profile1
1
Subgrade Treatment, Type IB
Placed w/ Minimum Of 3 Lifts, on
Subgrade Treatment, Type IB
1 Matchline - Sta. 167+00 "PR-A"Matchline - Sta. 160+75 "PR-A"1
1
Revised Plan & Profile3
Moved Str.
No. 1073
Added Street Approach31
840
845
850
855
860
865
870
840
845
850
855
860
865
870
859.13859.1858.59858.6858.23858.2858.00858.0857.96858.0858.00858.0858.06858.1858.15858.1858.30858.3858.39858.4858.40858.4858.50858.5858.81858.8174+00 175+00 176+00 177+00 178+00 179+00
PVI STA. = 175+25.00
PVI ELEV. = 857.10
V.C. = 350'
-0.95%+0.60%
PVI STA. = 175+25.00
PVI ELEV. = 857.10
V.C. = 350'
Existing Ground
Profile Grade 240A238
234
231226223 473+08.7 25.6, WATER VALVE473+08.2 25.5, GAS VALVE473+20.7 38.6, SIGN /STOP473+35 54.4, CURB INLET473+23.9 68, FIRE HYDRANT473+25.5 68.1, WATER VALVE473+79.7 55.6, CURB INLET473+80.9 52.2, CURB INLET474+31.3 185.8, BEEHIVE INLET474+02.5 138, SAN. M.H.474+10.3 33.4, CLEAN OUT468+77.5 23.3, TELE. PED. 468+80.9 26.1, POWER POLE468+83.9 13.8, SPEED LIMIT SIGN469+32.6 14, WATER VALVE 470+12 35.7, SAN. M.H. 470+11.8 64, ELEC. PED. 471+30.6 25.8, POWER POLE473+27.1 15.1, WATER VALVE 473+65.7 40.4, 10" DEC. TREE 474+05.4 33.7, SAN. M.H. 12" RCP21" RCP21" RCP
15" CPP
21" RCP 21" RCP12" CMP
(grass)
(grass)
(grass)
(grass)
(grass)
(grass)
(grass)
(grass)(grass)
(woods)(woods)
(asph.)
(asph.)
(asph.)
(asph.)
(asph.)
(asph.)
(ls.)
18" PVC 18" PVC 10" PVC5' N.A.E.174+00175+00176+00177+00178+00179+00SPRING MILL ROAD
Line "A" & Section Line
Line "PR-A"
Section 35, T18N, R3E
Clay Township
Hamilton County, IN
Section 34, T18N, R3E
Clay Township
Hamilton County, IN
A
p
p
.
P
.
L
.
&
E
x
i
s
t
.
R
/WApp. P.L. & Exist. R/
W
App. P.L. & Exist. R/W
App. P.L. & Exist. R/WApp. P.L. & Exist. R/W
(grass)
App. P.L. & Exist. R/W App. P.L. & Exist. R/W VARIABLED. & U.E.20' TRAIL & S.S.E..20' P.A.E..5' NON ACCESS ESMT.
20' D. & U. E.
(ls.)
(grass)
18" PVC14.0'5.5'+36.6+06.619.5'5.5'+14.614.0'5.5'+89.614.0'5.5'
K
K
26
15
16
15
16
F126
+06.6
54.5'
R= 25.0'
+14.6
54.6'
R= 25.0'
5.5'
1.5'
22
5.0' Typ.
8.0' Typ.
5.0'
8.0'+64.329.5'+14.618.0'+06.65.5'
1.5'24.0'22
26
15
15
16
16
K
F1 F1 F1 F1
D1
K
241225
243242
239
240
228
227
236
235
229
230 233
232
470+29.4 84.4,EDGE OF WOODS468+48.7 13.9,MAILBOX468+52.6 47.3,2' LIGHT BASE470+63.9 34.5,12" RCP W/END SECTION470+64.1 98.7,12" RCP470+10.2 81.3,TELE. PED. /AT&T 470+10.1 74.2,TELE. PED. /AT&T469+99.1 25.6,PLASTIC FENCE469+90.4 72.1,FIRE HYDRANT469+19.6 23.8,CABLE TV PED.469+16.1 36.8,30" DEC. TREE469+05.1 22,PLASTIC FENCE468+96 20.3,12" CMP468+39.2 25.8,TELE. PED.468+40.3 25.4,PLASTIC FENCE468+48.1 19.8,12" CMP468+89.1 51,LIGHT POLE468+86.9 41.6,PLASTIC FENCE468+55.6 42.1,PLASTIC FENCE468+54.7 81.1,PLASTIC FENCE471+17.1 52.3,BEEHIVE INLET471+17.2 107.9,INLET472+08 41,SAN. M.H.CR CR5.0'
8.0'14.0'+07.6+61, Street Appr.
W= 42.0'
R/WR/W
R/W R/W R/W
174+00
175+00 176+00 177+00 178+00
179+00
224
240A
237 JACKSONSGRANT BVLD.226
223
231 234 238
240A
Cap
Pipe
5.5'14.0'File Name: \\ucs04fs\road\roadteam3\C3D\16-404\Road\Dwg\Plans\Plan & Profile.dwg Plot Date: 2/27/2017 Plotted By: Nimz, John1625 N. Post Road
Indianapolis, IN 46219
Phone 317-895-2585
Fax 317-895-2596
www.ucindy.comConsultingUNITED
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKHEKJNII
WRC WRC
1" = 20'
1" = 5"
-
-
-
-
44 200
16-ENG-52
PLAN & PROFILE
LINE "PR-A"
CITY OF CARMEL
SPRING MILL ROAD FROM 111TH TO MAIN
See Plat No. 1 sheets for Right Of Way information.
Line "PR-A" to be constructed. All proposed
construction station/offsets are described from
Line "PR-A" unless otherwise noted.
LEGEND
HMA for Approaches
165 #/Sys HMA Surface, Type "C", on
275 #/Sys HMA Intermediate, Type "C", on
1045 #/Sys HMA Base, Type "C"
Placed w/ Minimum Of 3 Lifts, on
Multi-Use Path
110 #/Sys HMA Surface, Type "A" on
330 #/Sys HMA Intermediate, Type "A" on
5" Compacted Aggregate, No. 53, Base
Truck Apron
Decorative PCCP, 7"
165 #/Sys HMA Surface, Type "C" on
275 #/Sys HMA Intermediate, Type "C" on
385 #/Sys HMA Base, Type "C" on
250 #/Sys HMA Intermediate, OG, Type "C" on
330 #/Sys HMA Base, Type "C"
Milling, Asphalt, 1 12"
165 #/Sys HMA Surface, Type "C"
Curb & Gutter, Type II
Curb & Gutter, Type III
Roll Curb
Concrete Center Curb, Type D
Nursery Sodding
D1
F1
F K K1
17
22
26
15
16
RPCCP for Approaches, 9" on
Subgrade Treatment, Type II
C3
PCCP for Approaches, 6" on
Subgrade Treatment, Type II
C1
M
Integral Barrier Curb18
Curb Ramp, ConcreteCR
Sidewalk, 4" on
4" Compacted Aggregate, No. 53, Base
HMA for Widening
165 #/Sys HMA Surface, Type "C", on
275 #/Sys HMA Intermediate, Type "C", on
1045 #/Sys HMA Base, Type "C"
W
Revised Plan & Profile1
1
Subgrade Treatment, Type IB
Placed w/ Minimum Of 3 Lifts, on
Subgrade Treatment, Type IB
1 Matchline - Sta. 175+50 "PR-A"Matchline - Sta. 173+25 "PR-A"Revised Plan & Profile3
Proposed Median
Break & Drive Deleted3
835
840
845
850
855
860
865
835
840
845
850
855
860
865
859.80859.8859.91859.9859.93859.9859.93859.9860.13860.1860.40860.4860.62860.6860.56860.6860.05860.0859.41859.4858.57858.6857.15857.2855.32855.3186+00 187+00 188+00 189+00 190+00 191+00
-3.71%
+0.36%
PVI STA. = 189+50.00
PVI ELEV. = 861.00
V.C. = 305'
PVI STA. = 185+00.00
PVI ELEV. = 859.38
V.C. = 250'
-3.71%
+0.36%
PVI STA. = 189+50.00
PVI ELEV. = 861.00
V.C. = 305'
PVI STA. = 185+00.00
PVI ELEV. = 859.38
V.C. = 250'Existing Ground
Profile Grade
272
12" Pipes. See Outfall
Structure Details
268
261258255 267482+62.2 24.7, PLASTIC FENCE483+30.8 23.2, CABLE TV PED.485+49.6 36.2, FORCEMAIN SAN. MARKER POST485+50.4 25.1, PLASTIC FENCE481+13.8 22.1, FIRE HYD. 481+13.7 47, POWER POLE 481+10.3 48.4, POWER POLE481+53.3 27.6, SAN. M.H. 482+86.9 37.3, BEEHIVE INLET 483+00.5 55.3, BUSH 482+86.6 63.6, BEEHIVE INLET 484+11.4 232.7, MAG NAIL FOUND 482+91.7 53.9, TREE ROW483+50.5 56, BUSH 483+38.2 53, BUSH 483+25.8 54.1, BUSH 483+12.1 52.1, BUSH 483+58.5 49.3, POWER POLE483+56.3 47.2, POWER POLE 484+07.3 68.4, SIGN 484+04.2 41, CURB INLET485+25.1 31.7, SAN. M.H. 485+43.5 52.6, TREE ROW485+52.4 47.6, SAN. M.H. 485+55.1 32.3, SAN. M.H. 485+68.4 40.6, BEEHIVE INLET 485+70.5 47.8, TELE. PED. 485+72.8 46.3, POWER POLE 485+66.3 47.7, POWER POLE485+59.7 44.6, EDGE OF WOODS485+89 79.5, EDGE OF WOODS485+79.4 29.1, WOOD RAIL FENCE486+17.2 23.8, CABLE TV PED. 486+20.4 24.1, TELE. PED. 12" RCP12" RCP
12" RCPPINTAIL CT.(grass)
(grass)
(grass)
(grass)
(grass)
(grass)
(grass)
(grass)(grass)(grass)
(grass)
(grass)
(asph.)
(asph.)
(asph.)
(conc)(conc)
(con
c
)
(woods)
(woods)(ls)
18" PVC 18" PVC
8" PVC8" PVC
8" PVC15' D. & U. E.15' D. & U. E.15' D., U. & S. S. E.185+00186+00187+00188+00189+00190+00191+00SPRING MILL ROAD
Line "A" & Section Line
Line "PR-A"483+68.6 65.7, WROUGHTIRON FENCE483+83.5 65.7,WROUGHTIRON FENCE482+89.1 66.7, WROUGHTIRON FENCE481+94 68.5,WROUGHT IRON FENCE481+92.2 66.5,WROUGHT IRON FENCE480+80.5 66.7, WROUGHTIRON FENCE482+33.3 24.2,SIGN /WARNING(conc
)484+66.6 65,BRICK COLUMN484+71 67.7,WROUGHTIRON FENCE484+81.5 67.5,WROUGHTIRON FENCE484+85.3 64.9,BRICK COLUMN484+86.1 61,TREE ROW484+79.2 77.5,SAN. M.H.25' BRIDALPATH D. & U. E.30'
BRIDAL
PATH
ESMT.
15'
U.E.
SIGN ESMT.
VARIABL
E
D
.
&
U
.
&
S
.
S
.
E
.
L.M.E.
Section 35, T18N, R3E
Clay Township
Hamilton County, IN
Section 34, T18N, R3E
Clay Township
Hamilton County, IN
App. P.L. & Exist. R/W
App. P.L. & Exist. R/W App. P.L. & Exist. R/W
App. P.L. & Exist. R/W
App. P.L. & Exist. R/W480+75.7 51.5,COMMERCIAL SIGN24.0'5.5'+85.229.8'+71.119.5'+74.3+85.2
60.5'
R= 31.0'
+74.3
61.7'
R= 32.0'(ls)483+83.7 64.2,BRICK COLUMN483+68.7 63.9,BRICK COLUMNK
K
26
15
16
15
16
F126
14.0'14.0'5.5'7.0'5.5'
5.0' Typ.
8.0' Typ.14.0'5.5'+55.25.5'+85.224.0'+85.21.5'18.0'22 19.5'+99.414.0'5.5'+85.2K
15
15
F126
5.0'
8.0'
K
K
26
15
16
15
16
26 486+12.6 23.8,TELE. PED.486+16.4 23.3,CABLE TV PED.D1
+29, Street Appr.
W= 26.0'484+43.367.7, SIGN484+45.6 43.5,CURB INLETR/W R/W R/W
186+00 187+00 188+00 189+00 190+00 191+00
263
262
260
259
257
256
272
269
270264265266 271
268
267
261258255
File Name: \\ucs04fs\road\roadteam3\C3D\16-404\Road\Dwg\Plans\Plan & Profile.dwg Plot Date: 2/27/2017 Plotted By: Nimz, John1625 N. Post Road
Indianapolis, IN 46219
Phone 317-895-2585
Fax 317-895-2596
www.ucindy.comConsultingUNITED
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKHEKJNII
WRC WRC
1" = 20'
1" = 5"
-
-
-
-
46 200
16-ENG-52
PLAN & PROFILE
LINE "PR-A"
CITY OF CARMEL
SPRING MILL ROAD FROM 111TH TO MAIN
See Plat No. 1 sheets for Right Of Way information.
Line "PR-A" to be constructed. All proposed
construction station/offsets are described from
Line "PR-A" unless otherwise noted.
LEGEND
HMA for Approaches
165 #/Sys HMA Surface, Type "C", on
275 #/Sys HMA Intermediate, Type "C", on
1045 #/Sys HMA Base, Type "C"
Placed w/ Minimum Of 3 Lifts, on
Multi-Use Path
110 #/Sys HMA Surface, Type "A" on
330 #/Sys HMA Intermediate, Type "A" on
5" Compacted Aggregate, No. 53, Base
Truck Apron
Decorative PCCP, 7"
165 #/Sys HMA Surface, Type "C" on
275 #/Sys HMA Intermediate, Type "C" on
385 #/Sys HMA Base, Type "C" on
250 #/Sys HMA Intermediate, OG, Type "C" on
330 #/Sys HMA Base, Type "C"
Milling, Asphalt, 1 12"
165 #/Sys HMA Surface, Type "C"
Curb & Gutter, Type II
Curb & Gutter, Type III
Roll Curb
Concrete Center Curb, Type D
Nursery Sodding
D1
F1
F K K1
17
22
26
15
16
RPCCP for Approaches, 9" on
Subgrade Treatment, Type II
C3
PCCP for Approaches, 6" on
Subgrade Treatment, Type II
C1
M
Integral Barrier Curb18
Curb Ramp, ConcreteCR
Sidewalk, 4" on
4" Compacted Aggregate, No. 53, Base
HMA for Widening
165 #/Sys HMA Surface, Type "C", on
275 #/Sys HMA Intermediate, Type "C", on
1045 #/Sys HMA Base, Type "C"
W
Revised Plan & Profile1
1
Subgrade Treatment, Type IB
Placed w/ Minimum Of 3 Lifts, on
Subgrade Treatment, Type IB
1 Matchline - Sta. 191+25 "PR-A"Matchline - Sta. 185+00 "PR-A"Added Pedestrian Crossing,
See Details Sheet 8-A3
Revised Plan & Profile3
Moved Str.
No. 270
3
IIIIIIIIIIIIIII I I I I I I I I I I I I I I I I
I I I I I I I I I
I I I I I I I I I
IIII
I I IIIIIIIIIIIIIII I I I I I I I I I I I I I I I I
I I I I I I I I I
I I I I I I I I I
IIII
I I
835
840
845
850
855
860
865
835
840
845
850
855
860
865
849.46849.5850.32850.3851.70851.7852.41852.4853.42853.4854.51854.5855.21855.2855.44855.4855.48855.5855.30855.3854.99855.0854.71854.7854.75854.8198+00 199+00 200+00 201+00 202+00 203+00
+2.25%
-0.50%
PVI STA. = 200+50.00
PVI ELEV. = 856.00
V.C. = 350'
PVI STA. = 203+50.00
PVI ELEV. = 854.50
V.C. = 200'
+2.25%
-0.50%
PVI STA. = 200+50.00
PVI ELEV. = 856.00
V.C. = 350'
PVI STA. = 203+50.00
PVI ELEV. = 854.50
V.C. = 200'
Existing Ground
Profile Grade 298B
295
292
299A 299C299B
12" Pipes. See Outfall
Structure Details496+91.3 20.6, FIRE HYD. 493+55.9 38.4, EDGE OF WOODS493+75.7 46.2, POWER POLE493+76.9 31.9, GUY ANCHOR493+78.6 25.4, WOVEN WIRE FENCE493+93.3 25.7, WOVEN WIRE FENCE493+93.3 25.2, CRIPE CAPPED REBAR FOUND494+22.6 25, WOVEN WIRE FENCE494+43.3 14.8, GAS MARKER POST494+51.1 18.2, EDGE OF WOODS495+04.5 25.8, 8" DEC. TREE495+07.5 25.5, C.L.T.F.495+51.8 40.8, 24" DEC. TREE495+66.8 53.2, 24" DEC. TREE495+55.8 68.9, 24" DEC. TREE495+57.8 47.4, POWER POLE495+77 61.3, BUILDING496+06.7 60.1, BUILDING496+16.6 21.9, 24" DEC. TREE496+15.8 25.4, 16" DEC. TREE496+13.7 27.2, 16" DEC. TREE496+21.5 17.2, CABLE TV PED.496+57.2 45.7, 16" DEC. TREE496+54.5 46.5, 16" DEC. TREE496+56.4 65.1, 24" DEC. TREE496+85.1 29, 20" DEC. TREE496+85.9 68.9, 20" DEC. TREE497+20.9 25.6, 20" DEC. TREE497+57.9 23.6, 16" DEC. TREE498+03.1 64.3, 24" DEC. TREE497+93.5 66.8, 24" DEC. TREE498+00.5 19.3, RISER POLE498+14.2 45, 12" DEC. TREE498+05.7 27.3, 18" DEC. TREE498+17 32.9, EDGE OF WOODS498+51.7 59.9, EDGE OF WOODS493+38.3 38.5, FORCE MAIN MARKER POST493+83.4 47.5, POWER POLE493+83.6 63.7, GUY ANCHOR 495+33.5 73.7, EDGE OF WOODS495+82.8 48.2, POWER POLE495+87.9 47.8, POWER POLE496+04.5 16.6, MAILBOX 496+07.3 16.3, MAILBOX 496+38.2 36.9, M.H.496+38.8 15.4, MAILBOX 497+06.4 16.2, MAILBOX 497+22 43.7, WELL (grass)497+84.7 26.6, 12" CMP498+17.1 26.5, 12" CMP498+13.7 39.3, EDGE OF WOODS 498+67.4 16.9, WATER VALVE 497+67.4 46.8, POWER POLE497+71.5 47.4, POWER POLE12" CMP
(grass)(grass)
(gravel)
(grass)
(grass)
(grass)
(grass)(grass)
(field)
(asph.)
(asph.)
(asph.)
(gravel)
(asph.)
(conc.)
(asph.)
(woods)
(woods)
(woods)
(woods)
(woods)
(woods)
(landscaping)7.5' U. E.7.5' U. E.198+00199+00200+00201+00202+00203+00SPRING MILL ROAD
Line "A" & Section Line
Line "PR-A"
Section 35, T18N, R3E
Clay Township
Hamilton County, IN
Section 34, T18N, R3E
Clay Township
Hamilton County, IN
App. P.L. & Exist. R/W App. P.L. & Exist. R/W
App. P.L. & Exist. R/W
BRIDAL PATH
D. & U. E.
K
K
26
15
16
15
16
26
14.0'14.0'5.5'7.0'5.5'
5.0' Typ.
8.0' Typ.F1
24.0'5.5'+16.85.5'+46.814.0'1.5'28.0'22+11.15.5'
1.5'
22+81.114.0'+81.128.0'+46.829.5'+32.914.0'+32.914.0'+03.05.5'
1.5'+21.0K K
K
5.5'14.0'22
+73.414.0'+06.85.5'
22
5.5'
1.5'+10.929.5'5.5'+36.8298B
298A
298
295
297
296
292
294
293
+56.1, Class I Drive
W= 14.0'
C1C1C1
+76.8, Class I Drive
W= 32.0'
+07.1, Class I Drive
W= 15.5'
C1
+29.5, Class I Drive
W= 13.3'
C1
15
26
15
16
15
16
26 F1
F F
(grass)
FFF
26
16
15 498+53.8 18.7,FORCE MAIN MARKER POST16
R/W R/W R/W
299
299A
198+00 199+00 200+00 201+00 203+00
22
299B
299C
File Name: \\ucs04fs\road\roadteam3\C3D\16-404\Road\Dwg\Plans\Plan & Profile.dwg Plot Date: 2/27/2017 Plotted By: Nimz, John1625 N. Post Road
Indianapolis, IN 46219
Phone 317-895-2585
Fax 317-895-2596
www.ucindy.comConsultingUNITED
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKHEKJNII
WRC WRC
1" = 20'
1" = 5"
-
-
-
-
48 200
16-ENG-52
PLAN & PROFILE
LINE "PR-A"
CITY OF CARMEL
SPRING MILL ROAD FROM 111TH TO MAIN
See Plat No. 1 sheets for Right Of Way information.
Line "PR-A" to be constructed. All proposed
construction station/offsets are described from
Line "PR-A" unless otherwise noted.
LEGEND
HMA for Approaches
165 #/Sys HMA Surface, Type "C", on
275 #/Sys HMA Intermediate, Type "C", on
1045 #/Sys HMA Base, Type "C"
Placed w/ Minimum Of 3 Lifts, on
Multi-Use Path
110 #/Sys HMA Surface, Type "A" on
330 #/Sys HMA Intermediate, Type "A" on
5" Compacted Aggregate, No. 53, Base
Truck Apron
Decorative PCCP, 7"
165 #/Sys HMA Surface, Type "C" on
275 #/Sys HMA Intermediate, Type "C" on
385 #/Sys HMA Base, Type "C" on
250 #/Sys HMA Intermediate, OG, Type "C" on
330 #/Sys HMA Base, Type "C"
Milling, Asphalt, 1 12"
165 #/Sys HMA Surface, Type "C"
Curb & Gutter, Type II
Curb & Gutter, Type III
Roll Curb
Concrete Center Curb, Type D
Nursery Sodding
D1
F1
F K K1
17
22
26
15
16
RPCCP for Approaches, 9" on
Subgrade Treatment, Type II
C3
PCCP for Approaches, 6" on
Subgrade Treatment, Type II
C1
M
Integral Barrier Curb18
Curb Ramp, ConcreteCR
Sidewalk, 4" on
4" Compacted Aggregate, No. 53, Base
HMA for Widening
165 #/Sys HMA Surface, Type "C", on
275 #/Sys HMA Intermediate, Type "C", on
1045 #/Sys HMA Base, Type "C"
W
Revised Plan & Profile1
1
Subgrade Treatment, Type IB
Placed w/ Minimum Of 3 Lifts, on
Subgrade Treatment, Type IB
1 Matchline - Sta. 203+75 "PR-A"Matchline - Sta. 197+50 "PR-A"Revised Storm Structures3
Revised Plan & Profile3
840
845
850
855
860
865
870
840
845
850
855
860
865
870
855.14855.1855.39855.4855.58855.6855.64855.6855.76855.8855.94855.9856.22856.2856.61856.6856.81856.8857.22857.2857.73857.7858.32858.3858.96859.0204+00 205+00 206+00 207+00 208+00 209+00
+0.67%
+0.30%
PVI STA. = 205+85.00
PVI ELEV. = 856.07
V.C. = 200'
PVI STA. = 208+75.00
PVI ELEV. = 856.93
V.C. = 350'
+0.67%
+0.30%
PVI STA. = 205+85.00
PVI ELEV. = 856.07
V.C. = 200'
PVI STA. = 208+75.00
PVI ELEV. = 856.93
V.C. = 350'
Existing Ground
Profile Grade
300 301 302
306 308
299D-SQU 304A304
303A-SQU
12" Pipes. See Outfall
Structure DetailsSteel-Backed Timber Railing
Steel-Backed Timber Railing Steel-Backed Timber Railing
+09.24+39.24+59.24+26.80+46.80+76.80+65.17+95.17+65.17+32.87+32.87+49.73Bridge No. 31
Steel-Backed Timber Railing
Terminal Section
Type SBT-FAT
Terminal Section
Type SBT-FAT
Terminal Section
Type SBT-FAT
Steel-Backed
Timber Railing
Circular CurveIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIII I I I I I I I I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIII I I I I I I I I I499+21.2 51.3, 6" DEC. TREE499+18.6 47.3, 12" CMP499+13 36.2, 15" CMP499+49.2 48.4, 12" CMP499+53.8 36.9, 15" CMP499+61.3 18.6, EDGE GRAVEL500+44 31.8, 24" DEC. TREE500+66.1 27, EDGE OF WOODS500+95.5 52.7, EDGE OF WOODS501+41.7 50, RW MON FOUND501+42.3 70.7, RW MON FOUND501+83.5 47.9, POWER POLE501+83.2 41.7, GUY ANCHOR502+17.2 42, 8" CON. TREE502+16.4 50.8, RW MON FOUND502+22.7 59.5, SAN. CLEAN OUT502+25.8 71.5, 10' C.L.T.F.502+26.8 72, C.L.T.F.502+40.7 27.4, 15" CMP502+78.5 40.6, C.L.T.F.502+83.5 37.3, 4" CON. TREE502+79.9 51.1, GAS METER503+14.2 25.6, SAN. M.H.503+06.9 32.6, EDGE OF WOODS502+88.7 28.2, 15" CMP503+21.1 78.9, WOOD FENCE504+89.4 67.2, WOOD FENCE502+15.4 45.3, CABLE TV PED.502+22.4 46.8, POWER POLE498+88.6 49.7, RW MON FOUND 499+00.8 15.9, DELINEATOR 499+12.7 16, MAILBOX 499+91.5 49.4, RW MON FOUND 500+03.9 47.1, POWER POLE500+90.1 63.6, EDGE OF WOODS501+64.9 35.9, WATER METER 501+70.7 17.3, DELINEATOR 501+86.3 32.7, 15" RCP502+00 57.1, EDGE OF WOODS502+33.5 29.9, INLET 502+24.3 51.8, TELE. PED. 502+47.5 78.9, INLET 502+56.2 58.9, SAN. M.H. 502+51.4 46.9, POWER POLE502+52.7 46.5, TBM #102 502+59.2 48.1, POWER POLE 502+65.5 47.2, TELE. PED. 502+59.2 41.8, EDGE OF WOODS END 502+28.1 16.5, FIRE HYD. 502+28.9 15.2, WATER VALVE 502+32.2 16.7, MAILBOX 502+16.9 0, HARRISON MON. FOUND 500+63.5 60.7, EDGE OF WOODS502+13.4 49.8, SPEAKER BOX502+28 46.5, WOOD FENCE502+17.1 49.9, RW MON. FOUND 502+77.2 76.5, EDGE OF WOODS 504+53.9 48.4, POWER POLE504+57.8 47.8, GUY POLE 504+64.9 79.9, BEEHIVE INLET 12" RCP15" RCP
12" RCP
15" CMP
15" CMP
12" CMP
(grass)
(grass)
(grass)
(grass)(grass)
(grass)
(grass)
(grass)
(grass)
(grass)
(grass)
(grass)
(grass)
(wetlands)
(grass)
(asph.)
(gravel)
(asph.)
(asph.)
(asph.)
(asph.)
(conc)(conc)
(woods)
(woods)
(woods)(woods)
(woods)
(woods)
(woods)
(woods)
15"
P
V
C
15" PVC
10" PVC8" PVC
8" PVC10' U.E.Z204+00205+00206+00207+00208+00209+00SPRING MILL ROAD
Line "A" & Section Line
Line "PR-A"500+08.9 46.3, OUT OFSERVICE POWER POLE10' U.E.5' NON ACCESS ESMT.
15' DRAIN. & LANDSCAPE ESMT.
20' SEWER & UTILTY ESMT.
25' DRAIN. & LANDSCAPE ESMT.
10' D. & U.E.
25' L.E.
2' NON-ACCESS ESMT.BRIDAL PATH, D. & U. E.Section 35, T18N, R3E
Clay Township
Hamilton County, IN
Section 34, T18N, R3E
Clay Township
Hamilton County, IN
App. P.L. & Exist. R/W
App. P.L. & Exist. R/W
App. P.L. & Exist. R/W App. P.L. & Exist. R/W
App. P.L. & Exist. R/W
App. P.L. & Exist. R/W
App. P.L. & Exist. R/W
App. P.L. & Exist. R/W
App. P.L. & Exist. R/W
K
K
26
15
16
15
16
F126
14.0'5.5'
22
+21.75.5'+21.714.0'26
26
311
310
312
308
307
309
306
305303
302301
300
304
C1
+38.7, Class I Drive
W= 15.5'
C1
+10, Class II Drive
W= 13.6'
+68, Class I Drive
W= 29.3'
K
15
15 15
15
KK
15
F1
R/W
204+00 205+00 206+00 207+00 208+00 209+00
303A-SQU
304A
299D-SQU 26
26
26
26
262.0 Tons Of Revetment Riprap &
5.1 Sys Of Geotextiles Req'd.4.0 Tons Of Revetment Riprap &
9.1 Sys Of Geotextiles Req'd.
Bridge No. 31
File Name: \\ucs04fs\road\roadteam3\C3D\16-404\Road\Dwg\Plans\Plan & Profile.dwg Plot Date: 2/27/2017 Plotted By: Nimz, John1625 N. Post Road
Indianapolis, IN 46219
Phone 317-895-2585
Fax 317-895-2596
www.ucindy.comConsultingUNITED
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKHEKJNII
WRC WRC
1" = 20'
1" = 5"
-
-
-
-
49 200
16-ENG-52
PLAN & PROFILE
LINE "PR-A"
CITY OF CARMEL
SPRING MILL ROAD FROM 111TH TO MAIN
See Plat No. 1 sheets for Right Of Way information.
Line "PR-A" to be constructed. All proposed
construction station/offsets are described from
Line "PR-A" unless otherwise noted.
LEGEND
HMA for Approaches
165 #/Sys HMA Surface, Type "C", on
275 #/Sys HMA Intermediate, Type "C", on
1045 #/Sys HMA Base, Type "C"
Placed w/ Minimum Of 3 Lifts, on
Multi-Use Path
110 #/Sys HMA Surface, Type "A" on
330 #/Sys HMA Intermediate, Type "A" on
5" Compacted Aggregate, No. 53, Base
Truck Apron
Decorative PCCP, 7"
165 #/Sys HMA Surface, Type "C" on
275 #/Sys HMA Intermediate, Type "C" on
385 #/Sys HMA Base, Type "C" on
250 #/Sys HMA Intermediate, OG, Type "C" on
330 #/Sys HMA Base, Type "C"
Milling, Asphalt, 1 12"
165 #/Sys HMA Surface, Type "C"
Curb & Gutter, Type II
Curb & Gutter, Type III
Roll Curb
Concrete Center Curb, Type D
Nursery Sodding
D1
F1
F K K1
17
22
26
15
16
RPCCP for Approaches, 9" on
Subgrade Treatment, Type II
C3
PCCP for Approaches, 6" on
Subgrade Treatment, Type II
C1
M
Integral Barrier Curb18
Curb Ramp, ConcreteCR
Sidewalk, 4" on
4" Compacted Aggregate, No. 53, Base
HMA for Widening
165 #/Sys HMA Surface, Type "C", on
275 #/Sys HMA Intermediate, Type "C", on
1045 #/Sys HMA Base, Type "C"
W
Revised Plan & Profile1
1
Subgrade Treatment, Type IB
Placed w/ Minimum Of 3 Lifts, on
Subgrade Treatment, Type IB
1 Matchline - Sta. 210+00 "PR-A"Matchline - Sta. 203+75 "PR-A"1
1
Revised Storm Structures3
Revised Plan & Profile3
825
830
835
840
845
850
855
825
830
835
840
845
850
855
847.02847.0845.67845.7844.24844.2843.04843.0842.22842.2841.61841.6841.08841.1840.76840.8840.75840.8840.76840.849+00 50+00 51+00 52+00 53+00 54+00
-0.35%
-1.50%
-2.65%
PVI STA. = 51+40.00
PVI ELEV. = 846.39
V.C. = 125'
PVI STA. = 53+40.00
PVI ELEV. = 841.10
V.C. = 145'
-0.35%
-1.50%
-2.65%
PVI STA. = 53+40.00
PVI ELEV. = 841.10
V.C. = 145'
Existing Ground
Profile Grade
Begin Profile
Sta. 51+20.97 "PR-S-1-A"
Elev. 846.59
See Roundabout Grading Details
107 172
173 174 175-SQU
-0.30%
+00
838.01
+20
837.35
-0.30%
Proposed Ditch Grade Rt.
12" Pipes. See Outfall
Structure Details IIIIIIIIIIIII51+00 52+00 53+00 54+00 55+0014+77.7 52.8, ELEC. METER423+77.2 122.8, "A" 8" CON. TREE423+76.6 150, "A" 8" DEC. TREE423+79.6 170.6, "A" 4" DEC. TREE423+71.6 163.5, "A" 6" CON. TREE423+70.6 176.3, "A" 6" CON. TREE423+95.2 178.3, "A" GAS MARKER POST423+88.2 157.6, "A" GAS VALVE12+15.2 66.8, 8" DEC. TREE12+49.5 61.8, 6" CON. TREE12+83.6 62.6, 6" CON. TREE13+12.9 61.4, 6" DEC. TREE13+38.4 60.5, 6" CON. TREE13+61.3 62.2, 6" CON. TREE13+95.3 62, 8" DEC. TREE12+24.2 17.7, POWER POLE14+13.4 17.6, POWER POLE14+43.9 15.7, ELLIPTICAL CMP14+81.1 52.3, GUARD RAIL14+95.9 18.5, POWER POLE14+53.4 35.4, 16" DEC. TREE 14+57.6 37.5, 16" DEC. TREE 14+65.5 34.7, 16" DEC. TREE 14+43.9 17.6, 3.25' X 1.58' CMP 14+98.2 48.8, EDGE OF WOODS15+00
(woods)(grass)(asph.)
(asph.)(gravel)(grass)(grass)
(grass)
(woods)
(woods)12" RCPELLIPTICAL CMP(grass)
(grass)(gravel)(gravel)(gravel)
(grass)
(grass)
111TH ST.
18" PVC50+0051+0052+0053+0054+00Line "PR S-1-A"Line "PR-A"15' SIGHT DISTANCE AND UTIL. ESMT.(grass)(woods)(woods)(woods)Line "A" & Section LineSPRING MILL ROADApp. P.L. & Exist. R/WApp. P.L. & Exist. R/W
App. P.L. & Exist. R/WSection 4, T17N, R3E
Clay Township
Hamilton County, IN
Section 3, T17N, R3E
Clay Township
Hamilton County, IN
Line "S-1-A" & 1/4 Section Line
Refer To Roundabout
Geometric Details Sheet
For Alignments Of Curb/
Pavement EdgesCRCR
CR5.0' Typ.8.0' Typ.16
15
K
15
K
16
15
F1
F1
F1
15
18 17
18
17
F2
F2
K
F1
26
26
26
26
+08.4
+01.2
+98.0
+00.1
CR
CR
5.0' Typ.8.0' Typ.
5.
0
'
T
y
p
.
8.
0
'
T
y
p
.
K
16
15
K
16
26
16
15
26
26
26
26
26 26
15
15
K
K
K
K
26
App. P.L. & Exist. R/W
End Construction
P.O.T. 53+64.06 "PR S-1-A"
App. P.L. & Exist. R/W
App. P.L. & Exist. R/W
13+20.9 47.8,EDGE OF WOODS12+73.1 48.5,EDGE OF WOODS12+58.8 18.2,POWER POLEApp. P.L. & Exist. R/W
RM
W
End Incidental
Construction
P.O.T. 54+25.00
"PR S-1-A"
8.0' T
y
p.
2' Min.R/WR/WR/W30' LIMITED
DRAIN. ESMT.
DUKE
ENERGY
ESMT.DUKE ENERGY ESMT.
Curb Turnout & Conc. Gutter.
See Standard Drawings
E 605-CTCG-01 & E 605-CTCG-01
+00.0+00.09.0'9.0'Curb Turnout & Conc. Gutter.
See Standard Drawings
E 605-CTCG-01 & E 605-CTCG-01
127+00128+00129+00107
172
173 174
175-SQU
Const. Li
m
i
t
s
Const. Limits
Co
n
s
t
.
L
i
m
i
t
s
Const. Limits
Cons
t
.
L
im
i
t
sConst. LimitsR/WR/
W
(woods)5.0'22
4.0 Tons Of Revetment Riprap &
9.1 Sys Of Geotextiles Req'd.26File Name: \\ucs04fs\road\roadteam3\C3D\16-404\Road\Dwg\Plans\Plan & Profile.dwg Plot Date: 2/27/2017 Plotted By: Nimz, John1625 N. Post Road
Indianapolis, IN 46219
Phone 317-895-2585
Fax 317-895-2596
www.ucindy.comConsultingUNITED
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKHEKJNII
WRC WRC
1" = 20'
1" = 5"
-
-
-
-
54 200
16-ENG-52
PLAN & PROFILE
LINE "PR-S-1-A"
CITY OF CARMEL
SPRING MILL ROAD FROM 111TH TO MAIN
See Plat No. 1 sheets for Right Of Way information.
Line "PR-S-1-A" to be constructed. All proposed
construction station/offsets are described from
Line "PR-S-1-A" unless otherwise noted.
LEGEND
HMA for Approaches
165 #/Sys HMA Surface, Type "C", on
275 #/Sys HMA Intermediate, Type "C", on
1045 #/Sys HMA Base, Type "C"
Placed w/ Minimum Of 3 Lifts, on
Multi-Use Path
110 #/Sys HMA Surface, Type "A" on
330 #/Sys HMA Intermediate, Type "A" on
5" Compacted Aggregate, No. 53, Base
Truck Apron
Decorative PCCP, 7"
165 #/Sys HMA Surface, Type "C" on
275 #/Sys HMA Intermediate, Type "C" on
385 #/Sys HMA Base, Type "C" on
250 #/Sys HMA Intermediate, OG, Type "C" on
330 #/Sys HMA Base, Type "C"
Milling, Asphalt, 1 12"
165 #/Sys HMA Surface, Type "C"
Curb & Gutter, Type II
Curb & Gutter, Type III
Roll Curb
Concrete Center Curb, Type D
Nursery Sodding
D1
F1
F K K1
17
22
26
15
16
RPCCP for Approaches, 9" on
Subgrade Treatment, Type II
C3
PCCP for Approaches, 6" on
Subgrade Treatment, Type II
C1
M
Integral Barrier Curb18
Curb Ramp, ConcreteCR
Sidewalk, 4" on
4" Compacted Aggregate, No. 53, Base
HMA for Widening
165 #/Sys HMA Surface, Type "C", on
275 #/Sys HMA Intermediate, Type "C", on
1045 #/Sys HMA Base, Type "C"
W
Revised Plan & Profile1
1
Subgrade Treatment, Type IB
Placed w/ Minimum Of 3 Lifts, on
Subgrade Treatment, Type IB
1
Revised Plan & Profile3
3
Moved Str.
No. 1073
847.32
846.71
846.59
847.16
846.55
846.43
2.0%
2.0%
2.0%7.6%8'-0"8'-0"8'-0"1.5%7.6%1.5%846.49
846.99
846.71
846.59
846.81
3'-8"
1
0
'
-
1
0
"
11'-0"8'-0"843.35
843.27843.43
843.40
843.53
843.65
6'-0"
3.67%1.5%
2.17%1.5%0.38%843.48
843.63
6'-0"
6'-0
"
843.26
843.44
843.44
1.5%843.35
843.23
1'-0"
843.27
2'-0"
6'-8"6'-0"11'-0"6'-0"
4'-6"
817.28
817.15
817.19
817.76
817.66
817.84
818.14
1.5%
817.58
817.88
1.5
%8.0%1.5%6'-0"8.0%4.2%818.24
106TH ST.8'-6"
5'-0"8'-0"2'-0"
6'-0"
4'-3"8'-0"8'-0"
2'-2"1.5%1.5%0.4%
2.0%7.67%
7.67%1.5%6.6%0.9%
6.6%1.9%
836.50 836.04 836.01
836.62 836.18 836.16
836.27
836.72
836.19
836.84
836.31
836.156'-0"
836.58 836.20
836.03 836.29
836.29
836.54
837.92
837.80
837.68
837.61
837.43
837.42
837.18
837.22
836.93
837.03
10'-0"8'-0"10'-0"10'-0"10'-0"6'-0"8'-11"SPRING MILL
LN
.1.5%1.3%0.50%0.13%0.88%1.5%836.26
1'-0"
1'-0"836.18
836.16
1'-0"
836.00
845.15 845.50 845.84 846.19 846.53 846.88
847.00846.63846.26845.88845.54845.17
843.42 843.77 844.11 844.46 844.80
844.78844.41844.04843.67843.30
10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"123+60.0124+60.010'-6"2'-4"8'-0"8'-0"8'-0"
844.56
844.60
844.10
844.13
844.47
844.78
843.47 843.69
843.90
844.11
0.5%0.38%6.25%
4.75%
1.9%
843.456'-0"6'-0"
844.13
0.5%
843.90
844.41
3'-6"
1'-0"
847.33
847.50
847.14
847.47
847.58
847.39
1.7%
0.6
3
%8'-0"8'-0"1.1
%
1.4%
9'-7
"
9'-10"
8'-0"
7'-6
"8'-5"2.0%847.08
846.89
847.64
846.97846.83
847.00
847.55
847.67
846.79
847.07
847.19
847.04
1.5
%
8'-
0
"
846.92
1.5
%
1.5
%8.0%8.0%1.9%6'-0"8'-0"5'-0
"
5.6
%
6.0
%1.9%847.45
846.79
846.95
847.07
846.62
846.57
846.62
124+001.50%824.96
825.08
824.16
824.25
823.36
823.37
822.57
822.51
821.82
821.721.25%0.75%0.13%1.13%1.50%821.00
821.14
8.0'10.0'10.0'10.0'10.0'10.0'10+85.2 "Path"11+35.2 "Path"File Name: P:\C3D\16-404\Road\Dwg\Plans\Curb Ramp Details.dwg Plot Date: 12/19/2017 Plotted By: Curtis, Bill1625 N. Post Road
Indianapolis, IN 46219
Phone 317-895-2585
Fax 317-895-2596
www.ucindy.comConsultingUNITED
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKCCRJNII
WRC WRC
AS SHOWN
AS SHOWN
-
-
-
-
57 200
16-ENG-52
CURB RAMP & MULTI-USE PATH
GRADING DETAILS
CITY OF CARMEL
SPRING MILL ROAD FROM 111TH TO MAIN
620.13
37
620.13
37
Existing Spot Elevation
Proposed Spot Elevation
LEGEND
RAMPS & MULTI-USE PATH @ SPRING MILL LN. & SPRING MILL RD.
Scale: 1" = 5'
RAMPS @ EAST LEG OF SPRING
MILL RD./111TH ST. ROUNDABOUT
Scale: 1" = 5'
MULTI-USE PATH ALONG SPRING MILL RD.
Scale: 1" = 5'
RAMP @ NORTH EAST SIDE OF SPRING
MILL RD./106TH ST. ROUNDABOUT
Scale: 1" = 5'111TH ST.SPRING RIDGE DR.RAMPS @ SPRING RIDGE DR. & SPRING MILL RD.
Scale: 1" = 5'
MULTI-USE PATH ALONG SPRING MILL RD.
Scale: 1" = 5'
Revised Grading Detail1
1
Revised Grading Detail6
6
6
845.28
845.41
844.98
844.85
844.78
844.86
7.2%
7.2%1.6%1.6%6'-0"14'-6"
0.80%
4'-6"
1.6%
845.71
845.81
845.33
845.23
845.07
845.11 8'-0"8'-0"1.3%8.0%1.3%8.0%
1.8%
2.7%
14'-4"6'-0"
4'-6"
845.07
845.11
845.55
845.05
845.15
845.65
845.98
845.88
846.14
846.08
2.0%
1.6%
10.0'3'-11"4'-8"1.6%2.0%845.19
845.14
845.39845.39
5'-0"
2.7%
1.9%1.4%3'
-8"
845.41
844.86
844.98
844.78845.22
844.72 6.0'6
.
0
'
9.1'
5.4'4.2'1.9'847.79
847.64 847.49
847.64
846.98
847.17
10'-0"6'-0"
11'-9"1.5%2.5%
1.8%1.5%2.7%
2.7%
2.5%
2.0%
847.46
8'-8"17'-6"10'-3"6'-0"28'-3"
11'-3"
2.2%
1.5%
2.2%1.2%1.4%847.72
847.86847.73
847.61847.19
847.48
846.98
847.17
847.59847.09
6
.
0
'
847.47
846.97 6.0'847.63
847.19
847.13
848.17847.67
847.48
6'-0"17'-4"
846.95
847.55
847.05
847.61
847.61
847.56
847.17
847.29
847.73
847.20
847.91
847.41
847.96
847.46
848.10
848.22847.58
19'-1"8'-0"8'-0"8'-0"1.5%1.5%7.3%
2.0%
2.0%
2.0%1.5%5'-9"
7.3%
0.8%
6'-8"1.5%8.0%
8.0%File Name: \\ucs04fs\road\roadteam3\C3D\16-404\Road\Dwg\Plans\Curb Ramp Details.dwg Plot Date: 2/27/2017 Plotted By: Nimz, John1625 N. Post Road
Indianapolis, IN 46219
Phone 317-895-2585
Fax 317-895-2596
www.ucindy.comConsultingUNITED
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
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DRAWN:
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FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
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VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKCCRJNII
WRC WRC
AS SHOWN
AS SHOWN
-
-
-
-
59 200
16-ENG-52
CURB RAMP & MULTI-USE PATH
GRADING DETAILS
CITY OF CARMEL
SPRING MILL ROAD FROM 111TH TO MAIN
620.13
37
620.13
37
Existing Spot Elevation
Proposed Spot Elevation
LEGEND
RAMPS @ DRIVE SOUTH OF BRIDGES II & SPRING MILL RD.
Scale: 1" = 5'
SPRING MILL RD.
SPRING MILL RD.
RAMPS @ BURLINGTON LN. & SPRING MILL RD.
Scale: 1" = 5'BURLINGTON LN.SOUTH ENTRYTO BRIDGES IIRevised Grading Detail1
1
SPRING MILL RD.HERITAGE ATSPRING MILLAdded Grading Detail3
3
858.57
858.59 858.25
858.23
857.908'-0"6'-0"17'-5"
5.7%0.25%5.7%2.0%0.25%858.23
17.4'6.0'
856.89
856.89
8.0%1.5%857.01
8.0%1.5%1.2%
856.80
856.80
859.43858.93858.57
858.80 859.29
6'-0"17'-5"8'-0"8.3%1.6%1.7%858.79
8.2%
2.0%
858.80
I I I I I I I I I I I I I I I I I I I
850.48
850.58 1.5%851.44
851.53 1.5%852.60
852.71 1.5%854.60
854.600.0%856.75
856.631.5%191+00 192+00 193+00+72.1+21.9+71.7+22.2+72.250.0'
50.0'
50.0'
50.0'IIIIIIIIIIIIIIIIIIIIIIIIIIIII I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I849.92
850.02 1.5%849.62
849.73 1.5%849.34
849.45 1.5%849.42
849.42 0.0%849.46
849.40 0.75%848.95
848.83 1.5%193+00 194+00 195+00+33.8+83.8+09.2+51.7+83.8+33.8856.73
857.06 8'-0"9'-9"1.5%3.4%857.80
857.79857.54857.30
8.3'8.3'8.3'8.3'
857.44857.09
858.15
858.039.3'8.9'8.4'0.12%1.1%2.3%15.2'6.0'8.0'858.02 857.54
8.0%
857.90
857.40
8.0%
857.42
857.42
857.23
857.23
2.0%File Name: \\ucs04fs\road\roadteam3\C3D\16-404\Road\Dwg\Plans\Curb Ramp Details.dwg Plot Date: 2/27/2017 Plotted By: Nimz, John1625 N. Post Road
Indianapolis, IN 46219
Phone 317-895-2585
Fax 317-895-2596
www.ucindy.comConsultingUNITED
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
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FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKCCRJNII
WRC WRC
AS SHOWN
AS SHOWN
-
-
-
-
61 200
16-ENG-52
CURB RAMP & MULTI-USE PATH
GRADING DETAILS
CITY OF CARMEL
SPRING MILL ROAD FROM 111TH TO MAIN
620.13
37
620.13
37
Existing Spot Elevation
Proposed Spot Elevation
LEGEND
RAMPS @ JACKSONS GRANT BVLD. & SPRING MILL RD.
Scale: 1" = 5'
MULTI-USE PATH ALONG SPRING MILL RD. @ TIE-IN TO EXISTING PATH
Scale: 1" = 5'
MULTI-USE PATH @ ALONG SPRING MILL RD.
IN VICINITY OF BRIDGE NO. 32
Scale: 1" = 10'
SPRING MILL RD.
SPRING MILL RD.
SPRING MILL RD.MatchlineMatchlineBRIDGE NO. 32BRIDGE NO. 32
BRIDGE NO. 32
Revised Grading Detail1
1
RAMPS @ JACKSONS GRANT BVLD. & SPRING MILL RD.
Scale: 1" = 5'
Added Curb Ramp Details3
3
+48.6+80.614.0'
11.0'+76.0+80.614.0'
5.5'
5.5'5.5'
5.5'
13.0'
11.0'
13.0'+42.3+42.311.0'
13.0'+09.311.0'
13.0'+09.330
30
3335
34
38
30
132+00 133+00
134+00
135+00 136+00 137+00
Sta. 132+69.92 "PR-A"
R1-1 (30x30)
on 10.2' post
Sta. 133+15.48 "PR-A"
D3-1(1) (43x10)
D3-1(5) (45x10)
on Street Sign Post
Sta. 131+41.39 "PR-A"
R4-7 (18x24)
on 9.7' post +96.5+65.340
19.0'+60.5+29.240
40 40
+17.740 +91.240
5.5'
5.5'+27.6+55.030
3335
34 +75.5+44.240 40
Line "PR-A"Line "PR S-1-A"11.0'+55.711.0'
4.0'
37
37
37
37
35
34
126+00 127+00
128+00
129+00
130+00 131+00
32
32
32
30
30
30 30
30
30
39
39
3937
128+40.00 "PR-A"
R6-4 (24x12)
on 9.7' pole
Sta. 125+63.13 "PR-A"
R4-7 (18x24)
on 9.7' post
Sta. 127+21.63 "PR-A"
W11-2 (30x30)
W16-7P (24x12)
on 11.2' post
Sta. 127+50.33 "PR-A"
R1-2 (36x36x36)
on 10.3' post
Sta. 127+40.32 "PR-A"
W11-2(30x30)
W16-7P(24x12)
on 11.2' post Sta. 129+46.66 "PR-A"
W11-2 (30x30)
W16-7P (24x12)
on 11.2' post
Sta. 131+17.39 "PR-A"
W2-6 (30x30)
W16-8P(3) (25x8)
W13-1P(15) (18x18)
on 11.2' post
Sta. 125+65.69 "PR-A"
W2-6 (30x30)
W16-8P(3) (25x8)
W13-1P(15) (18x18)
on 11.2' post
34+00 35+00
35+53
Sta. 34+68.83 "Path"
Walk Bike (12x18)
on 10.3' post
R231.7'R104.2'
R69.
6'
Sta. 128+17.66 "PR-A"
D3-1(6) (40x10)
on Street Sign Post
Sta. 129+08.12 "PR-A"
R1-2 (36x36x36)
on 10.3' post
Sta. 129+23.17 "PR-A"
W11-2 (30x30)
W16-7P (24x12)
on 11.2' postSta. 129+05.37 "PR-A"
D3-1(6) (40x10)
on Street Sign Post
File Name: \\ucs04fs\road\roadteam3\C3D\16-404\Road\Dwg\Plans\Marking & Signing Plan.dwg Plot Date: 2/27/2017 Plotted By: Nimz, John1625 N. Post Road
Indianapolis, IN 46219
Phone 317-895-2585
Fax 317-895-2596
www.ucindy.comConsultingUNITED
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
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DRAWN:
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SHEETS
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VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKCJDDJZ
BSF CJD
1" = 20'
N/A
-
-
-
-
70 200
16-ENG-52
SIGNING & PAVEMENT MARKING PLAN
LINE "PR-A"
CITY OF CARMEL
SPRING MILL ROAD FROM 111TH TO MAIN
PAVEMENT MARKING LEGEND
30 Line, Thermoplastic, Solid, White, 4"
40
33
Transverse Marking, Thermoplastic, Yield, White, 18"
Line, Thermoplastic, Solid, Yellow, 4"
32
38
Transverse Marking, Thermoplastic, Crosswalk Line, White, 24"
35
Raised Pavement Marker, Type 2, yellow
36 Transverse Marking, Thermoplastic, Crosswalk Line, White, 6"
Existing Ground Mounted Sheet Sign
SIGNING LEGEND
Line, Thermoplastic, Dotted, White, 8"
Line, Thermoplastic, Solid, Yellow, 8"34
Line, Thermoplastic, Solid, Yellow, 12"
Transverse Marking, Thermoplastic, Stop Line, White, 24"
39
Pavement Message Marking, Thermoplastic, Lane Indication Arrow Proposed Ground Mounted Sheet Sign
31 Line, Thermoplastic, Broken, White, 4"
37
All sign posts shall be 12' (type 1, 2 14" x 2 14" x 12 ga.)
Square sign posts with reinforced anchored base, Sign
posts shall be black powder coated finish
NOTE
Matchline - Sta. 137+50 "PR-A"Matchline - Sta. 131+25 "PR-A"Matchline - Sta. 131+25 "PR-A"Matchline - Sta. 125+00 "PR-A"Added Street Approach,3
Revised Pavement Markings3
30
33
30 3040 40
40 40
30
40
33
40
33
3534
13.0'+44.55.5'
5.5'
11.0'
13.0'+14.95.5'
5.5'
11.0'+41.111.0'11.0'+08.6+08.614.0'+14.95.5'
5.5'+62.15.5'+03.531
31
11.0'
11.0'
144+00 145+00 146+00 147+00 148+00
149+00
11.0'
11.0'40
Existing
Sta. 144+29.32 "PR-A"
Existing
Sta. 146+26.15 "PR-A"Sta. 149+73.60 "PR-A"
W2-6 (30x30)
W16-8P(4) (25x8)
W13-1P(15) (18x18)
on 11.2' post
37
38
+20.4+00.9+55.2+31.6+13.7+31.8+14.840
40+85.15.5'
5.5'
13.0'+85.15.5'
5.5'+17.1+89.730
33 35 34 30
3335
34
30
33
138+00
139+00 140+00 141+00 142+00
5.5'
5.5'
13.0'+41.111.0'+09.1+36.6Sta. 137+98.75 "PR-A"
R1-1 (30x30)
on 10.2' post
37
38
40
40
+68.1+00.230
+21.5+21.511.0'11.0'40 40
+13.7+33.3+59.65.5'
5.5'File Name: \\ucs04fs\road\roadteam3\C3D\16-404\Road\Dwg\Plans\Marking & Signing Plan.dwg Plot Date: 2/27/2017 Plotted By: Nimz, John1625 N. Post Road
Indianapolis, IN 46219
Phone 317-895-2585
Fax 317-895-2596
www.ucindy.comConsultingUNITED
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
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SHEETS
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VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKCCRJNII
WRC WRC
1" = 20'
N/A
-
-
-
-
71 200
16-ENG-52
SIGNING & PAVEMENT MARKING PLAN
LINE "PR-A"
CITY OF CARMEL
SPRING MILL ROAD FROM 111TH TO MAIN
PAVEMENT MARKING LEGEND
30 Line, Thermoplastic, Solid, White, 4"
40
33
Transverse Marking, Thermoplastic, Yield, White, 18"
Line, Thermoplastic, Solid, Yellow, 4"
32
38
Transverse Marking, Thermoplastic, Crosswalk Line, White, 24"
35
Raised Pavement Marker, Type 2, yellow
36 Transverse Marking, Thermoplastic, Crosswalk Line, White, 6"
Existing Ground Mounted Sheet Sign
SIGNING LEGEND
Line, Thermoplastic, Dotted, White, 8"
Line, Thermoplastic, Solid, Yellow, 8"34
Line, Thermoplastic, Solid, Yellow, 12"
Transverse Marking, Thermoplastic, Stop Line, White, 24"
39
Pavement Message Marking, Thermoplastic, Lane Indication Arrow Proposed Ground Mounted Sheet Sign
31 Line, Thermoplastic, Broken, White, 4"
37
All sign posts shall be 12' (type 1, 2 14" x 2 14" x 12 ga.)
Square sign posts with reinforced anchored base, Sign
posts shall be black powder coated finish
NOTE
Matchline - Sta. 150+00 "PR-A"Matchline - Sta. 143+75 "PR-A"Matchline - Sta. 143+75 "PR-A"Matchline - Sta. 137+50 "PR-A"Revised Pavement Markings3
Added Street Approach,3
168+00 169+00 170+00 171+00 172+00 173+00
161+00 162+00 163+00 165+00 166+00
30
33
5.5'
5.5'
35
34 5.5'
5.5'+71.0+43.5+53.030+26.4+43.5+47.0+95.0+35.2+27.7File Name: \\ucs04fs\road\roadteam3\C3D\16-404\Road\Dwg\Plans\Marking & Signing Plan.dwg Plot Date: 2/27/2017 Plotted By: Nimz, John1625 N. Post Road
Indianapolis, IN 46219
Phone 317-895-2585
Fax 317-895-2596
www.ucindy.comConsultingUNITED
RECOMMENDED
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SHEETS
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VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKCCRJNII
WRC WRC
1" = 20'
N/A
-
-
-
-
73 200
16-ENG-52
SIGNING & PAVEMENT MARKING PLAN
LINE "PR-A"
CITY OF CARMEL
SPRING MILL ROAD FROM 111TH TO MAIN
PAVEMENT MARKING LEGEND
30 Line, Thermoplastic, Solid, White, 4"
40
33
Transverse Marking, Thermoplastic, Yield, White, 18"
Line, Thermoplastic, Solid, Yellow, 4"
32
38
Transverse Marking, Thermoplastic, Crosswalk Line, White, 24"
35
Raised Pavement Marker, Type 2, yellow
36 Transverse Marking, Thermoplastic, Crosswalk Line, White, 6"
Existing Ground Mounted Sheet Sign
SIGNING LEGEND
Line, Thermoplastic, Dotted, White, 8"
Line, Thermoplastic, Solid, Yellow, 8"34
Line, Thermoplastic, Solid, Yellow, 12"
Transverse Marking, Thermoplastic, Stop Line, White, 24"
39
Pavement Message Marking, Thermoplastic, Lane Indication Arrow Proposed Ground Mounted Sheet Sign
31 Line, Thermoplastic, Broken, White, 4"
37
All sign posts shall be 12' (type 1, 2 14" x 2 14" x 12 ga.)
Square sign posts with reinforced anchored base, Sign
posts shall be black powder coated finish
NOTE
Matchline - Sta. 173+25 "PR-A"Matchline - Sta. 167+00 "PR-A"Matchline - Sta. 167+00 "PR-A"Matchline - Sta. 160+75 "PR-A"Added Pavement Markings1
1 3
Revised Pavement Markings3
E 116th St
E 116th St
IIIIIIIIIIIIIIIIIIIIIIIIIIIII I I IIIIIIIIIIII
I I I
I I I
II
IIIIIIIIIIIIIII I I I I I I I I I I I I I I I I
I I I I I I I I I
I I I I I I I I I
IIII
I I
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I I I I I I I I I
IIIIIIIIIIIII
126+56
127+81
132+92
137+68
144+55
145+99
173+76
178+60
182+37
189+30
192+05
192+42
195+31
200+30
200+56
201+47
201+77
203+07
204+39
207+10
207+68
212+26
RECOMMENDED
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VERTICAL SCALE
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DESIGNATION
SURVEY BOOKJRSJNII
WRC WRC
N/A
N/A
-
-
-
-
110 200
16-ENG-52
STRUCTURE DATA TABLE
CITY OF CARMEL
SPRING MILL ROAD FROM 111TH TO MAIN
Revised Structure Data Table3
3
3
RECOMMENDED
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WRC WRC
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-
-
-
-
111 200
16-ENG-52
STRUCTURE DATA TABLE
CITY OF CARMEL
SPRING MILL ROAD FROM 111TH TO MAIN
Revised Structure Data Table3
3
3
3
3
1625 N. Post Road
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Phone 317-895-2585
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DESIGNED:
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SURVEY BOOKJRSJNII
WRC WRC
N/A
N/A
-
-
-
-
112 200
16-ENG-52
STRUCTURE DATA TABLE
CITY OF CARMEL
SPRING MILL ROAD FROM 111TH TO MAIN
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
Revised Structure Data Table1
1
1
Revised Structure Data Table3
3
3
3
Revised Structure Data Table4
3
1625 N. Post Road
Indianapolis, IN 46219
Phone 317-895-2585
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113 200
16-ENG-52
STRUCTURE DATA TABLE
CITY OF CARMEL
SPRING MILL ROAD FROM 111TH TO MAIN
RECOMMENDED
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Revised Structure Data Table1
1
Revised Structure Data Table3
3
1625 N. Post Road
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Phone 317-895-2585
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DESIGNED:
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VERTICAL SCALE
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-
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114 200
16-ENG-52
STRUCTURE DATA TABLE
CITY OF CARMEL
SPRING MILL ROAD FROM 111TH TO MAIN
RECOMMENDED
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Revised Structure Data Table1
1
Revised Structure Data Table3
3
3
1625 N. Post Road
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Phone 317-895-2585
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116 200
16-ENG-52
STRUCTURE DATA TABLE
CITY OF CARMEL
SPRING MILL ROAD FROM 111TH TO MAIN
RECOMMENDED
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Revised Structure Data Table1
1
Revised Structure Data Table3
3
NOTES:
1)SURVEY INFORMATION WAS PROVIDED BY UNITED CONSULTING. CROSSROAD ENGINEERS IS
RESPONSIBLE FOR THE WATER/SEWER INSTALLATION PORTION OF THESE PLANS ONLY. IF THERE
ARE ANY DISCREPANCIES WITH THE SURVEY, PLEASE CONTACT UNITED CONSULTING AT (317)
895-2585.
2)ROAD PLAN INFORMATION WAS PROVIDED BY UNITED CONSULTING. CROSSROAD ENGINEERS IS
RESPONSIBLE FOR THE WATER/SEWER INSTALLATION PORTION OF THESE PLANS ONLY. IF THERE
ARE ANY DISCREPANCIES WITH THE ROAD PLANS, PLEASE CONTACT UNITED CONSULTING AT (317)
895-2585.
3) 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/SEWER MAIN DESIGNER.
4) ANY EXISTING WATER FACILITIES TO BE RETIRED OR REMOVED SHALL BE DONE SO IN ACCORDANCE
WITH INDOT STANDARDS AND SPECIFICATIONS.
5) CONTRACTOR TO VERIFY ELEVATIONS OF WATER MAIN RELOCATIONS, SO NOT TO CONFLICT WITH
ROAD PROJECT IMPROVEMENTS.
Development ConsultantsTransportation &
NOTES:
1)SURVEY INFORMATION WAS PROVIDED BY UNITED CONSULTING. CROSSROAD ENGINEERS IS
RESPONSIBLE FOR THE WATER/SEWER INSTALLATION PORTION OF THESE PLANS ONLY. IF THERE
ARE ANY DISCREPANCIES WITH THE SURVEY, PLEASE CONTACT UNITED CONSULTING AT (317)
895-2585.
2)ROAD PLAN INFORMATION WAS PROVIDED BY UNITED CONSULTING. CROSSROAD ENGINEERS IS
RESPONSIBLE FOR THE WATER/SEWER INSTALLATION PORTION OF THESE PLANS ONLY. IF THERE
ARE ANY DISCREPANCIES WITH THE ROAD PLANS, PLEASE CONTACT UNITED CONSULTING AT (317)
895-2585.
3) 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/SEWER MAIN DESIGNER.
4) ANY EXISTING WATER FACILITIES TO BE RETIRED OR REMOVED SHALL BE DONE SO IN ACCORDANCE
WITH INDOT STANDARDS AND SPECIFICATIONS.
5) CONTRACTOR TO VERIFY ELEVATIONS OF WATER MAIN RELOCATIONS, SO NOT TO CONFLICT WITH
ROAD PROJECT IMPROVEMENTS.
Development ConsultantsTransportation &
NOTES:
1)SURVEY INFORMATION WAS PROVIDED BY UNITED CONSULTING. CROSSROAD ENGINEERS IS
RESPONSIBLE FOR THE WATER/SEWER INSTALLATION PORTION OF THESE PLANS ONLY. IF THERE
ARE ANY DISCREPANCIES WITH THE SURVEY, PLEASE CONTACT UNITED CONSULTING AT (317)
895-2585.
2)ROAD PLAN INFORMATION WAS PROVIDED BY UNITED CONSULTING. CROSSROAD ENGINEERS IS
RESPONSIBLE FOR THE WATER/SEWER INSTALLATION PORTION OF THESE PLANS ONLY. IF THERE
ARE ANY DISCREPANCIES WITH THE ROAD PLANS, PLEASE CONTACT UNITED CONSULTING AT (317)
895-2585.
3) 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/SEWER MAIN DESIGNER.
4) ANY EXISTING WATER FACILITIES TO BE RETIRED OR REMOVED SHALL BE DONE SO IN ACCORDANCE
WITH INDOT STANDARDS AND SPECIFICATIONS.
5) CONTRACTOR TO VERIFY ELEVATIONS OF WATER MAIN RELOCATIONS, SO NOT TO CONFLICT WITH
ROAD PROJECT IMPROVEMENTS.
Development ConsultantsTransportation &
NOTES:
1)SURVEY INFORMATION WAS PROVIDED BY UNITED CONSULTING. CROSSROAD ENGINEERS IS
RESPONSIBLE FOR THE WATER/SEWER INSTALLATION PORTION OF THESE PLANS ONLY. IF THERE
ARE ANY DISCREPANCIES WITH THE SURVEY, PLEASE CONTACT UNITED CONSULTING AT (317)
895-2585.
2)ROAD PLAN INFORMATION WAS PROVIDED BY UNITED CONSULTING. CROSSROAD ENGINEERS IS
RESPONSIBLE FOR THE WATER/SEWER INSTALLATION PORTION OF THESE PLANS ONLY. IF THERE
ARE ANY DISCREPANCIES WITH THE ROAD PLANS, PLEASE CONTACT UNITED CONSULTING AT (317)
895-2585.
3) 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/SEWER MAIN DESIGNER.
4) ANY EXISTING WATER FACILITIES TO BE RETIRED OR REMOVED SHALL BE DONE SO IN ACCORDANCE
WITH INDOT STANDARDS AND SPECIFICATIONS.
5) CONTRACTOR TO VERIFY ELEVATIONS OF WATER MAIN RELOCATIONS, SO NOT TO CONFLICT WITH
ROAD PROJECT IMPROVEMENTS.
Development ConsultantsTransportation &
NOTES:
1)SURVEY INFORMATION WAS PROVIDED BY UNITED CONSULTING. CROSSROAD ENGINEERS IS
RESPONSIBLE FOR THE WATER/SEWER INSTALLATION PORTION OF THESE PLANS ONLY. IF THERE
ARE ANY DISCREPANCIES WITH THE SURVEY, PLEASE CONTACT UNITED CONSULTING AT (317)
895-2585.
2)ROAD PLAN INFORMATION WAS PROVIDED BY UNITED CONSULTING. CROSSROAD ENGINEERS IS
RESPONSIBLE FOR THE WATER/SEWER INSTALLATION PORTION OF THESE PLANS ONLY. IF THERE
ARE ANY DISCREPANCIES WITH THE ROAD PLANS, PLEASE CONTACT UNITED CONSULTING AT (317)
895-2585.
3) 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/SEWER MAIN DESIGNER.
4) ANY EXISTING WATER FACILITIES TO BE RETIRED OR REMOVED SHALL BE DONE SO IN ACCORDANCE
WITH INDOT STANDARDS AND SPECIFICATIONS.
5) CONTRACTOR TO VERIFY ELEVATIONS OF WATER MAIN RELOCATIONS, SO NOT TO CONFLICT WITH
ROAD PROJECT IMPROVEMENTS.
Development ConsultantsTransportation &
NOTES:
1)SURVEY INFORMATION WAS PROVIDED BY UNITED CONSULTING. CROSSROAD ENGINEERS IS
RESPONSIBLE FOR THE WATER/SEWER INSTALLATION PORTION OF THESE PLANS ONLY. IF THERE
ARE ANY DISCREPANCIES WITH THE SURVEY, PLEASE CONTACT UNITED CONSULTING AT (317)
895-2585.
2)ROAD PLAN INFORMATION WAS PROVIDED BY UNITED CONSULTING. CROSSROAD ENGINEERS IS
RESPONSIBLE FOR THE WATER/SEWER INSTALLATION PORTION OF THESE PLANS ONLY. IF THERE
ARE ANY DISCREPANCIES WITH THE ROAD PLANS, PLEASE CONTACT UNITED CONSULTING AT (317)
895-2585.
3) 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/SEWER MAIN DESIGNER.
4) ANY EXISTING WATER FACILITIES TO BE RETIRED OR REMOVED SHALL BE DONE SO IN ACCORDANCE
WITH INDOT STANDARDS AND SPECIFICATIONS.
5) CONTRACTOR TO VERIFY ELEVATIONS OF WATER MAIN RELOCATIONS, SO NOT TO CONFLICT WITH
ROAD PROJECT IMPROVEMENTS.
Development ConsultantsTransportation &
NOTES:
1)SURVEY INFORMATION WAS PROVIDED BY UNITED CONSULTING. CROSSROAD ENGINEERS IS
RESPONSIBLE FOR THE WATER/SEWER INSTALLATION PORTION OF THESE PLANS ONLY. IF THERE
ARE ANY DISCREPANCIES WITH THE SURVEY, PLEASE CONTACT UNITED CONSULTING AT (317)
895-2585.
2)ROAD PLAN INFORMATION WAS PROVIDED BY UNITED CONSULTING. CROSSROAD ENGINEERS IS
RESPONSIBLE FOR THE WATER/SEWER INSTALLATION PORTION OF THESE PLANS ONLY. IF THERE
ARE ANY DISCREPANCIES WITH THE ROAD PLANS, PLEASE CONTACT UNITED CONSULTING AT (317)
895-2585.
3) 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/SEWER MAIN DESIGNER.
4) ANY EXISTING WATER FACILITIES TO BE RETIRED OR REMOVED SHALL BE DONE SO IN ACCORDANCE
WITH INDOT STANDARDS AND SPECIFICATIONS.
5) CONTRACTOR TO VERIFY ELEVATIONS OF WATER MAIN RELOCATIONS, SO NOT TO CONFLICT WITH
ROAD PROJECT IMPROVEMENTS.
Development ConsultantsTransportation &
NOTES:
1)SURVEY INFORMATION WAS PROVIDED BY UNITED CONSULTING. CROSSROAD ENGINEERS IS
RESPONSIBLE FOR THE WATER/SEWER INSTALLATION PORTION OF THESE PLANS ONLY. IF THERE
ARE ANY DISCREPANCIES WITH THE SURVEY, PLEASE CONTACT UNITED CONSULTING AT (317)
895-2585.
2)ROAD PLAN INFORMATION WAS PROVIDED BY UNITED CONSULTING. CROSSROAD ENGINEERS IS
RESPONSIBLE FOR THE WATER/SEWER INSTALLATION PORTION OF THESE PLANS ONLY. IF THERE
ARE ANY DISCREPANCIES WITH THE ROAD PLANS, PLEASE CONTACT UNITED CONSULTING AT (317)
895-2585.
3) 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/SEWER MAIN DESIGNER.
4) ANY EXISTING WATER FACILITIES TO BE RETIRED OR REMOVED SHALL BE DONE SO IN ACCORDANCE
WITH INDOT STANDARDS AND SPECIFICATIONS.
5) CONTRACTOR TO VERIFY ELEVATIONS OF WATER MAIN RELOCATIONS, SO NOT TO CONFLICT WITH
ROAD PROJECT IMPROVEMENTS.
Development ConsultantsTransportation &
NOTES:
1)SURVEY INFORMATION WAS PROVIDED BY UNITED CONSULTING. CROSSROAD ENGINEERS IS
RESPONSIBLE FOR THE WATER/SEWER INSTALLATION PORTION OF THESE PLANS ONLY. IF THERE
ARE ANY DISCREPANCIES WITH THE SURVEY, PLEASE CONTACT UNITED CONSULTING AT (317)
895-2585.
2)ROAD PLAN INFORMATION WAS PROVIDED BY UNITED CONSULTING. CROSSROAD ENGINEERS IS
RESPONSIBLE FOR THE WATER/SEWER INSTALLATION PORTION OF THESE PLANS ONLY. IF THERE
ARE ANY DISCREPANCIES WITH THE ROAD PLANS, PLEASE CONTACT UNITED CONSULTING AT (317)
895-2585.
3) 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/SEWER MAIN DESIGNER.
4) ANY EXISTING WATER FACILITIES TO BE RETIRED OR REMOVED SHALL BE DONE SO IN ACCORDANCE
WITH INDOT STANDARDS AND SPECIFICATIONS.
5) CONTRACTOR TO VERIFY ELEVATIONS OF WATER MAIN RELOCATIONS, SO NOT TO CONFLICT WITH
ROAD PROJECT IMPROVEMENTS.
Development ConsultantsTransportation &
NOTES:
1)SURVEY INFORMATION WAS PROVIDED BY UNITED CONSULTING. CROSSROAD ENGINEERS IS
RESPONSIBLE FOR THE WATER/SEWER INSTALLATION PORTION OF THESE PLANS ONLY. IF THERE
ARE ANY DISCREPANCIES WITH THE SURVEY, PLEASE CONTACT UNITED CONSULTING AT (317)
895-2585.
2)ROAD PLAN INFORMATION WAS PROVIDED BY UNITED CONSULTING. CROSSROAD ENGINEERS IS
RESPONSIBLE FOR THE WATER/SEWER INSTALLATION PORTION OF THESE PLANS ONLY. IF THERE
ARE ANY DISCREPANCIES WITH THE ROAD PLANS, PLEASE CONTACT UNITED CONSULTING AT (317)
895-2585.
3) 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/SEWER MAIN DESIGNER.
4) ANY EXISTING WATER FACILITIES TO BE RETIRED OR REMOVED SHALL BE DONE SO IN ACCORDANCE
WITH INDOT STANDARDS AND SPECIFICATIONS.
5) CONTRACTOR TO VERIFY ELEVATIONS OF WATER MAIN RELOCATIONS, SO NOT TO CONFLICT WITH
ROAD PROJECT IMPROVEMENTS.
Development ConsultantsTransportation &
NOTES:
1)SURVEY INFORMATION WAS PROVIDED BY UNITED CONSULTING. CROSSROAD ENGINEERS IS
RESPONSIBLE FOR THE WATER/SEWER INSTALLATION PORTION OF THESE PLANS ONLY. IF THERE
ARE ANY DISCREPANCIES WITH THE SURVEY, PLEASE CONTACT UNITED CONSULTING AT (317)
895-2585.
2)ROAD PLAN INFORMATION WAS PROVIDED BY UNITED CONSULTING. CROSSROAD ENGINEERS IS
RESPONSIBLE FOR THE WATER/SEWER INSTALLATION PORTION OF THESE PLANS ONLY. IF THERE
ARE ANY DISCREPANCIES WITH THE ROAD PLANS, PLEASE CONTACT UNITED CONSULTING AT (317)
895-2585.
3) 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/SEWER MAIN DESIGNER.
4) ANY EXISTING WATER FACILITIES TO BE RETIRED OR REMOVED SHALL BE DONE SO IN ACCORDANCE
WITH INDOT STANDARDS AND SPECIFICATIONS.
5) CONTRACTOR TO VERIFY ELEVATIONS OF WATER MAIN RELOCATIONS, SO NOT TO CONFLICT WITH
ROAD PROJECT IMPROVEMENTS.
Development ConsultantsTransportation &
NOTES:
1)SURVEY INFORMATION WAS PROVIDED BY UNITED CONSULTING. CROSSROAD ENGINEERS IS
RESPONSIBLE FOR THE WATER/SEWER INSTALLATION PORTION OF THESE PLANS ONLY. IF THERE
ARE ANY DISCREPANCIES WITH THE SURVEY, PLEASE CONTACT UNITED CONSULTING AT (317)
895-2585.
2)ROAD PLAN INFORMATION WAS PROVIDED BY UNITED CONSULTING. CROSSROAD ENGINEERS IS
RESPONSIBLE FOR THE WATER/SEWER INSTALLATION PORTION OF THESE PLANS ONLY. IF THERE
ARE ANY DISCREPANCIES WITH THE ROAD PLANS, PLEASE CONTACT UNITED CONSULTING AT (317)
895-2585.
3) 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/SEWER MAIN DESIGNER.
4) ANY EXISTING WATER FACILITIES TO BE RETIRED OR REMOVED SHALL BE DONE SO IN ACCORDANCE
WITH INDOT STANDARDS AND SPECIFICATIONS.
5) CONTRACTOR TO VERIFY ELEVATIONS OF WATER MAIN RELOCATIONS, SO NOT TO CONFLICT WITH
ROAD PROJECT IMPROVEMENTS.
Development ConsultantsTransportation &
NOTES:
1)SURVEY INFORMATION WAS PROVIDED BY UNITED CONSULTING. CROSSROAD ENGINEERS IS
RESPONSIBLE FOR THE WATER/SEWER INSTALLATION PORTION OF THESE PLANS ONLY. IF THERE
ARE ANY DISCREPANCIES WITH THE SURVEY, PLEASE CONTACT UNITED CONSULTING AT (317)
895-2585.
2)ROAD PLAN INFORMATION WAS PROVIDED BY UNITED CONSULTING. CROSSROAD ENGINEERS IS
RESPONSIBLE FOR THE WATER/SEWER INSTALLATION PORTION OF THESE PLANS ONLY. IF THERE
ARE ANY DISCREPANCIES WITH THE ROAD PLANS, PLEASE CONTACT UNITED CONSULTING AT (317)
895-2585.
3) 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/SEWER MAIN DESIGNER.
4) ANY EXISTING WATER FACILITIES TO BE RETIRED OR REMOVED SHALL BE DONE SO IN ACCORDANCE
WITH INDOT STANDARDS AND SPECIFICATIONS.
5) CONTRACTOR TO VERIFY ELEVATIONS OF WATER MAIN RELOCATIONS, SO NOT TO CONFLICT WITH
ROAD PROJECT IMPROVEMENTS.
Development ConsultantsTransportation &
NOTES:
1)SURVEY INFORMATION WAS PROVIDED BY UNITED CONSULTING. CROSSROAD ENGINEERS IS
RESPONSIBLE FOR THE WATER/SEWER INSTALLATION PORTION OF THESE PLANS ONLY. IF THERE
ARE ANY DISCREPANCIES WITH THE SURVEY, PLEASE CONTACT UNITED CONSULTING AT (317)
895-2585.
2)ROAD PLAN INFORMATION WAS PROVIDED BY UNITED CONSULTING. CROSSROAD ENGINEERS IS
RESPONSIBLE FOR THE WATER/SEWER INSTALLATION PORTION OF THESE PLANS ONLY. IF THERE
ARE ANY DISCREPANCIES WITH THE ROAD PLANS, PLEASE CONTACT UNITED CONSULTING AT (317)
895-2585.
3) 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/SEWER MAIN DESIGNER.
4) ANY EXISTING WATER FACILITIES TO BE RETIRED OR REMOVED SHALL BE DONE SO IN ACCORDANCE
WITH INDOT STANDARDS AND SPECIFICATIONS.
5) CONTRACTOR TO VERIFY ELEVATIONS OF WATER MAIN RELOCATIONS, SO NOT TO CONFLICT WITH
ROAD PROJECT IMPROVEMENTS.
Development ConsultantsTransportation &
IIIIIIIIIIIIIII I I I I I I I I I I I I I I I I
I I I I I I I I I
I I I I I I I I I
III
I
I I
NOTES:
1)SURVEY INFORMATION WAS PROVIDED BY UNITED CONSULTING. CROSSROAD ENGINEERS IS
RESPONSIBLE FOR THE WATER/SEWER INSTALLATION PORTION OF THESE PLANS ONLY. IF THERE
ARE ANY DISCREPANCIES WITH THE SURVEY, PLEASE CONTACT UNITED CONSULTING AT (317)
895-2585.
2)ROAD PLAN INFORMATION WAS PROVIDED BY UNITED CONSULTING. CROSSROAD ENGINEERS IS
RESPONSIBLE FOR THE WATER/SEWER INSTALLATION PORTION OF THESE PLANS ONLY. IF THERE
ARE ANY DISCREPANCIES WITH THE ROAD PLANS, PLEASE CONTACT UNITED CONSULTING AT (317)
895-2585.
3) 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/SEWER MAIN DESIGNER.
4) ANY EXISTING WATER FACILITIES TO BE RETIRED OR REMOVED SHALL BE DONE SO IN ACCORDANCE
WITH INDOT STANDARDS AND SPECIFICATIONS.
5) CONTRACTOR TO VERIFY ELEVATIONS OF WATER MAIN RELOCATIONS, SO NOT TO CONFLICT WITH
ROAD PROJECT IMPROVEMENTS.
Development ConsultantsTransportation &
NOTES:
1)SURVEY INFORMATION WAS PROVIDED BY UNITED CONSULTING. CROSSROAD ENGINEERS IS
RESPONSIBLE FOR THE WATER/SEWER INSTALLATION PORTION OF THESE PLANS ONLY. IF THERE
ARE ANY DISCREPANCIES WITH THE SURVEY, PLEASE CONTACT UNITED CONSULTING AT (317)
895-2585.
2)ROAD PLAN INFORMATION WAS PROVIDED BY UNITED CONSULTING. CROSSROAD ENGINEERS IS
RESPONSIBLE FOR THE WATER/SEWER INSTALLATION PORTION OF THESE PLANS ONLY. IF THERE
ARE ANY DISCREPANCIES WITH THE ROAD PLANS, PLEASE CONTACT UNITED CONSULTING AT (317)
895-2585.
3) 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/SEWER MAIN DESIGNER.
4) ANY EXISTING WATER FACILITIES TO BE RETIRED OR REMOVED SHALL BE DONE SO IN ACCORDANCE
WITH INDOT STANDARDS AND SPECIFICATIONS.
5) CONTRACTOR TO VERIFY ELEVATIONS OF WATER MAIN RELOCATIONS, SO NOT TO CONFLICT WITH
ROAD PROJECT IMPROVEMENTS.
Development ConsultantsTransportation &
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I I I I I I I I I
NOTES:
1)SURVEY INFORMATION WAS PROVIDED BY UNITED CONSULTING. CROSSROAD ENGINEERS IS
RESPONSIBLE FOR THE WATER/SEWER INSTALLATION PORTION OF THESE PLANS ONLY. IF THERE
ARE ANY DISCREPANCIES WITH THE SURVEY, PLEASE CONTACT UNITED CONSULTING AT (317)
895-2585.
2)ROAD PLAN INFORMATION WAS PROVIDED BY UNITED CONSULTING. CROSSROAD ENGINEERS IS
RESPONSIBLE FOR THE WATER/SEWER INSTALLATION PORTION OF THESE PLANS ONLY. IF THERE
ARE ANY DISCREPANCIES WITH THE ROAD PLANS, PLEASE CONTACT UNITED CONSULTING AT (317)
895-2585.
3) 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/SEWER MAIN DESIGNER.
4) ANY EXISTING WATER FACILITIES TO BE RETIRED OR REMOVED SHALL BE DONE SO IN ACCORDANCE
WITH INDOT STANDARDS AND SPECIFICATIONS.
5) CONTRACTOR TO VERIFY ELEVATIONS OF WATER MAIN RELOCATIONS, SO NOT TO CONFLICT WITH
ROAD PROJECT IMPROVEMENTS.
Development ConsultantsTransportation &
NOTES:
1)SURVEY INFORMATION WAS PROVIDED BY UNITED CONSULTING. CROSSROAD ENGINEERS IS
RESPONSIBLE FOR THE WATER/SEWER INSTALLATION PORTION OF THESE PLANS ONLY. IF THERE
ARE ANY DISCREPANCIES WITH THE SURVEY, PLEASE CONTACT UNITED CONSULTING AT (317)
895-2585.
2)ROAD PLAN INFORMATION WAS PROVIDED BY UNITED CONSULTING. CROSSROAD ENGINEERS IS
RESPONSIBLE FOR THE WATER/SEWER INSTALLATION PORTION OF THESE PLANS ONLY. IF THERE
ARE ANY DISCREPANCIES WITH THE ROAD PLANS, PLEASE CONTACT UNITED CONSULTING AT (317)
895-2585.
3) 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/SEWER MAIN DESIGNER.
4) ANY EXISTING WATER FACILITIES TO BE RETIRED OR REMOVED SHALL BE DONE SO IN ACCORDANCE
WITH INDOT STANDARDS AND SPECIFICATIONS.
5) CONTRACTOR TO VERIFY ELEVATIONS OF WATER MAIN RELOCATIONS, SO NOT TO CONFLICT WITH
ROAD PROJECT IMPROVEMENTS.
Development ConsultantsTransportation &
NOTES:
1)SURVEY INFORMATION WAS PROVIDED BY UNITED CONSULTING. CROSSROAD ENGINEERS IS
RESPONSIBLE FOR THE WATER/SEWER INSTALLATION PORTION OF THESE PLANS ONLY. IF THERE
ARE ANY DISCREPANCIES WITH THE SURVEY, PLEASE CONTACT UNITED CONSULTING AT (317)
895-2585.
2)ROAD PLAN INFORMATION WAS PROVIDED BY UNITED CONSULTING. CROSSROAD ENGINEERS IS
RESPONSIBLE FOR THE WATER/SEWER INSTALLATION PORTION OF THESE PLANS ONLY. IF THERE
ARE ANY DISCREPANCIES WITH THE ROAD PLANS, PLEASE CONTACT UNITED CONSULTING AT (317)
895-2585.
3) 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/SEWER MAIN DESIGNER.
4) ANY EXISTING WATER FACILITIES TO BE RETIRED OR REMOVED SHALL BE DONE SO IN ACCORDANCE
WITH INDOT STANDARDS AND SPECIFICATIONS.
5) CONTRACTOR TO VERIFY ELEVATIONS OF WATER MAIN RELOCATIONS, SO NOT TO CONFLICT WITH
ROAD PROJECT IMPROVEMENTS.
Development ConsultantsTransportation &
NOTES:
1)SURVEY INFORMATION WAS PROVIDED BY UNITED CONSULTING. CROSSROAD ENGINEERS IS
RESPONSIBLE FOR THE WATER/SEWER INSTALLATION PORTION OF THESE PLANS ONLY. IF THERE
ARE ANY DISCREPANCIES WITH THE SURVEY, PLEASE CONTACT UNITED CONSULTING AT (317)
895-2585.
2)ROAD PLAN INFORMATION WAS PROVIDED BY UNITED CONSULTING. CROSSROAD ENGINEERS IS
RESPONSIBLE FOR THE WATER/SEWER INSTALLATION PORTION OF THESE PLANS ONLY. IF THERE
ARE ANY DISCREPANCIES WITH THE ROAD PLANS, PLEASE CONTACT UNITED CONSULTING AT (317)
895-2585.
3) 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/SEWER MAIN DESIGNER.
4) ANY EXISTING WATER FACILITIES TO BE RETIRED OR REMOVED SHALL BE DONE SO IN ACCORDANCE
WITH INDOT STANDARDS AND SPECIFICATIONS.
5) CONTRACTOR TO VERIFY ELEVATIONS OF WATER MAIN RELOCATIONS, SO NOT TO CONFLICT WITH
ROAD PROJECT IMPROVEMENTS.
Development ConsultantsTransportation &
IIIIIIIIIIIIINOTES:
1)SURVEY INFORMATION WAS PROVIDED BY UNITED CONSULTING. CROSSROAD ENGINEERS IS
RESPONSIBLE FOR THE WATER/SEWER INSTALLATION PORTION OF THESE PLANS ONLY. IF THERE
ARE ANY DISCREPANCIES WITH THE SURVEY, PLEASE CONTACT UNITED CONSULTING AT (317)
895-2585.
2)ROAD PLAN INFORMATION WAS PROVIDED BY UNITED CONSULTING. CROSSROAD ENGINEERS IS
RESPONSIBLE FOR THE WATER/SEWER INSTALLATION PORTION OF THESE PLANS ONLY. IF THERE
ARE ANY DISCREPANCIES WITH THE ROAD PLANS, PLEASE CONTACT UNITED CONSULTING AT (317)
895-2585.
3) 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/SEWER MAIN DESIGNER.
4) ANY EXISTING WATER FACILITIES TO BE RETIRED OR REMOVED SHALL BE DONE SO IN ACCORDANCE
WITH INDOT STANDARDS AND SPECIFICATIONS.
5) CONTRACTOR TO VERIFY ELEVATIONS OF WATER MAIN RELOCATIONS, SO NOT TO CONFLICT WITH
ROAD PROJECT IMPROVEMENTS.
Development ConsultantsTransportation &