Download - Section Sheet - (24)
LONGITUDE
ROAD FILE
DESIGNATION NO.
SURVEY BOOK
CONTRACT
SHEETS
PROJECT NO.
OF
PLANS
PREPARED BY:
PHONE NUMBER
TIPP CO RD 600N
27
LATITUDE
CERTIFIED BY:
DATE
765.742.1900
PROJECT NO.
CONTRACT
ROAD FILE
DESIGNATION NO.
TIPP CO RD 600N
---
D e s i g n S e r v i c e s C o r p o r a t i o n
105 NORTH 10TH STREET · LAFAYETTE, INDIANA(765) 742-1900 · [email protected]
www.tbirddesign.com
Engineering · SurveyingEnvironmental · Construction Management
TBIRD DESIGN SERVICES, CORP
TIPPECANOE COUNTY
HIGHWAY DEPARTMENT
ROAD PLANS
COUNTY ROAD 600N
RECONSTRUCTION
ROAD RECONSTRUCTION ON COUNTY ROAD 600 NORTH FROM APPROXIMATELY 1958 FEET FROM
COUNTY ROAD 150 WEST TO APPROXIMATELY 1663 FEET FROM COUNTY ROAD 50 WEST,
APPROXIMATELY 791 FEET LOCATED IN SECTIONS 19 & 30, TOWNSHIP 24 NORTH, RANGE 4 WEST AND
APPROXIMATELY 710 FEET LOCATED IN SECTIONS 24 & 25, TOWNSHIP 24 NORTH, RANGE 5 WEST,
TIPPECANOE TOWNSHIP, TIPPECANOE COUNTY, INDIANA.
FILE
: P:\2
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1
40° 30' 15.2" N
86° 55' 29.6" W
TRAFFIC DATA COUNTY ROAD 600N
A.A.D.T. (2019) 2,477 V.P.D.
A.A.D.T. (2039) 3,694 V.P.D.
D.H.V. (2019)
479 V.P.H.
DIRECTIONAL DISTRIBUTION 53%
TRUCKS
3% A.A.D.T.
3% D.H.V.
DESIGN DATA
DESIGN SPEED 35 M.P.H.
PROJECT DESIGN CRITERIA
RECONSTRUCTION (NON-FREEWAY)
FUNCTIONAL CLASSIFICATION LOCAL AGENCY ARTERIAL
RURAL / URBAN
URBAN (INTERMEDIATE)
TERRAIN LEVEL
ACCESS CONTROL NONE
INDIANA DEPARTMENT OF TRANSPORTATION STANDARD
SPECIFICATIONS DATED 2020 TO BE USED WITH THESE
PLANS
PROJECT LOCATION MAP
PROJECT LOCATION COUNTY SHOWN BY:
2000' 4000'0'
HORIZONTAL SCALE: 1" = 2000'
TIPPECANOE COUNTY
LOCATION MAP
HUC14: 05120108010010
LATITUDE: 40° 30' 15.2" NLONGITUDE: 86° 55' 29.6" W
TOTAL LENGTH: 0.275 MILESMAXIMUM GRADE: 1.22 %
BOARD OF COUNTY COMMISSIONERS
TRACY BROWN, PRESIDENTTHOMAS MURTAUGH, VICE PRESIDENTDAVID BYERS, MEMBER
AUDITOR
BOB PLANTENGA
COUNTY HIGHWAY DEPARTMENT
STEWART KLINE, P.E. EXECUTIVE DIRECTOR
14 13
2324
26
25
35
36
1817
19
20
30
29
31
32
BEGIN PROJECT 86+50 "PR-A"
BEGIN INCIDENTALCONSTRUCTION 85+50 "PR-A"
ROAD 500 NORTH
ROAD 600 NORTH
ROAD 750 NORTH
ROAD 725 NORTH
ROAD 650 NORTHI-65
ROAD
75 E
ASTRO
AD 50
WES
T
ROAD
150 W
EST
ROAD
225 W
EST
MORE
HOUS
E GR
AVEL
ROA
D
END INCIDENTALCONSTRUCTION 100+01.09 "PR-A"
END PROJECT 98+80 "PR-A"
Bid SetBid Set01/30/2020 1:53:08 PM
HORIZONTAL SCALE
VERTICAL SCALE
ROAD FILE
DESIGNATION NO.
SURVEY BOOK
CONTRACT
SHEETS
PROJECT NO.
OF
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED: CHECKED:
DRAWN:
TIPPECANOE COUNTY
COUNTY ROAD 600 NORTH
TIPP CO RD 600N
27
NMD
JRF
DLP
NMD
1 2 3 4 5 7 8 9 10 11 12 13 14 15 16 176
G
F
E
D
C
B
A
D e s i g n S e r v i c e s C o r p o r a t i o n
105 NORTH 10TH STREET · LAFAYETTE, INDIANA(765) 742-1900 · [email protected]
www.tbirddesign.com
Engineering · SurveyingEnvironmental · Construction ManagementFI
LE: P
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Cou
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2 CR
600 N
orth\
DRAW
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\PLA
NS\F
INAL
PLA
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LOT\
1908
3-IN
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:43:38
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GENERAL NOTES & INDEX
N/A
N/A
2
UTILITY CONTACT INFORMATION
WATERINDIANA AMERICAN WATER153 NORTH EMERSON AVENUEGREENWOOD, IN 46143TRACY [email protected]
COMMUNICATIONSFRONTIER2401 CHICAGO ST.VALPARAISO, IN 46383CHUCK [email protected]
SANITARY SEWERAMERICAN SUBURBAN UTILITIES, INC3350 WEST 250 NORTHWEST LAFAYETTE, IN 47906SCOTT [email protected]
FIRETIPPECANOE TOWNSHIP FIRE DEPT112 NORTH STREETBATTLE GROUND, IN 47920Dave [email protected]
STORM SEWERTIPPECANOE COUNTY SURVEYOR20 NORTH THIRD STREETLAFAYETTE, IN 47901ZACH BEASLEY, COUNTY [email protected]
FIREWABASH TOWNSHIP FIRE DEPT2899 KLONDIKE ROADWEST LAFAYETTE, IN 47906ED [email protected]
STORMWATER POLLUTIONPREVENTION PROTECTIONTIPPECANOE COUNTY SURVEYOR20 NORTH THIRD STREETLAFAYETTE, IN 47901ZACHARIAH BEASLEY, COUNTY [email protected]
GASVECTREN3419 RASCAL DR.LAFAYETTE, IN 47909STEVEN [email protected]
HIGHWAYTIPPECANOE COUNTY HIGHWAY20 NORTH THIRD STREETLAFAYETTE, IN 47901MIKE [email protected]
ELECTRICTIPMONT, REMC403 S. MAIN ST.LINDEN, IN 47955JOE [email protected]
INDEX
SHEET NO. SHEET DESIGNATION1 TITLE SHEET
2 INDEX AND GENERAL NOTES
3 TYPICAL SECTIONS
4 PLAT NO. 1
5-6 MAINTENANCE OF TRAFFIC DETAILS
7-9 ROAD PLAN AND PROFILES
10 SUPERELEVATION TRANSITION
11-12 CONSTRUCTION DETAILS
13 INTERSECTION DETAILS
14-16 EROSION CONTROL DETAILS
17-18 SIGNS AND PAVEMENT MARKINGS
19 SUMMARY SHEET
20-27 ROADWAY CROSS SECTIONS
GENERAL NOTES
THE CONTRACTOR SHALL CONTACT AND COORDINATE ALL ACTIVITIES WITH ANY UTILITY COMPANY WHOSEFACILITIES MAY BE DISTURBED BY CONSTRUCTION OPERATIONS IN ACCORDANCE WITH SPECIAL PROVISIONS.MAINTENANCE OF TRAFFIC ITEMS SHALL BE IN PLACE AND APPROVED BY THE ENGINEER PRIOR TO COMMENCINGCONSTRUCTION ACTIVITIES.LOCATIONS OF UNDERGROUND UTILITIES AND STRUCTURES MAY VARY FROM THE LOCATIONS SHOWN HEREON.ADDITIONAL BURIED UTILITIES AND STRUCTURES MAY EXIST. NO EXCAVATIONS WERE MADE TO LOCATEUNDERGROUND UTILTIIES AND STRUCTURES. BEFORE CONSTRUCTION IS BEGUN, LOCATIONS THAT ARE MOREPRECISE SHOULD BE OBTAINED FROM THE APPROPRIATE AGENCIES.NO MATERIALS BEYOND PLAN QUANTITIES SHALL BE USED WITHOUT PRIOR WRITTEN AUTHORIZATION.
ALL EARTH SHOULDERS, CUT AND FILL SLOPES, DITCHES, AND BERMS FOR THE ROADWAY SHALL BEPERMANENTLY SEEDED WITH MULCHED SEEDING INDOT TYPE R UNLESS OTHERWISE SPECIFIED.
TYPICAL SECTIONSTA. 85+50' TO STA. 86+50.33' LINE "PR-A"
11' 11'
LINE "PR-A"
PROFILE GRADE
2.0% (NOTE 2) 2.0% (NOTE 2)
4:1 (NOTE 2)
K
4:1 (NOTE 2) 3:1 (NOTE 2)
4'4'
4.0% (NOTE 2)4.0% (NOTE 2)3:1 (NOTE 2)
2'2'
VARIES(SEE PLAN)
VARIES(SEE PLAN)
DITCH PROFILE GRADE DITCH PROFILE GRADE
TYPICAL SUPERELEVATED SECTIONSTA. 86+50.33' TO STA. 92+42.01' LINE "PR-A"
11' 11'
LINE "PR-A"
PROFILE GRADE
VARIES 2.0% MAX
4:1
K
4:1 3:1
4'4'
4.0%4.0%
3:1 MAX
2'2'
VARIES(SEE PLAN)
VARIES(SEE PLAN)
DITCH PROFILE GRADE DITCH PROFILE GRADE
TYPICAL SUPERELEVATED SECTIONSTA. 92+42.01' TO STA. PT: 98+08.16' LINE "PR-A"
11' 11'
LINE "PR-A"
PROFILE GRADE
VARIES 2.0% MAX
4:1 (NOTE 3)
K
4:13:1
4'4'
4.0%4.0%
3:1
2'2'
VARIES(SEE PLAN)
VARIES(SEE PLAN)
DITCH PROFILE GRADE DITCH PROFILE GRADE
VARIES 2.0% MAX
O
SECTIONSTA. 96+76.64' TO STA. 98+76.42' LINE "PR-A"
7' MILL & OVERLAY(SEE PLAN)
VARIESEXISTING FIELDSTONESUBDIVISION ENTRANCE
NOTE 1: VARIES 9.1' TO 11' STA. 85+50 TO 86+50.33NOTE 2: VARIES STA. 85+50 TO 86+50.33
6' OBSTRUCTION FREE ZONE 6' OBSTRUCTION FREE ZONE
6' OBSTRUCTION FREE ZONE
6' OBSTRUCTION FREE ZONE
6' OBSTRUCTION FREE ZONE
6' OBSTRUCTION FREE ZONE
25
25
25
25
25
25O
OR
MATCH EXISTINGLANE
NOTE 3: SLOPE VARIES STA. 96+76.64 TO 97+50NOTE 4: VARIES 0' TO 7' STA. 96+76.64 TO 97+17.95
NOTE 1
VARIES 2.0% MAX
NOTE 4
TYPICAL SUPERELEVATED & MILL & OVERALY SECTIONSTA. PT: 98+08.16' TO STA. 98+76.42' LINE "PR-A"
11' 11'
LINE "PR-A"
PROFILE GRADE
VARIES 2.0% MAXR
4:13:1
4'
4.0%
2'
VARIES(SEE PLAN)
DITCH PROFILE GRADE
VARIES 2.0% MAX
7' MILL & OVERLAY(SEE PLAN)
VARIESEXISTING FIELDSTONESUBDIVISION ENTRANCE
6' OBSTRUCTION FREE ZONE 6' OBSTRUCTION FREE ZONE
25
OR
MATCH EXISTINGVARIES
TYPICAL SECTIONSTA. 98+76.42' TO STA. 100+01.09' LINE "PR-A"
11' 11'
LINE "PR-A"
PROFILE GRADE
2.0% 2.0%R
4:1 (NOTE 6) 3:1 (NOTE 6)
4'
4.0%
2'
VARIES(SEE PLAN)
DITCH PROFILE GRADE
NOTE 5: VARIES 11' TO 9.3' STA. 98+80 TO 100+01.09NOTE 6: RIGHT SHOULDER AND DITCH ENDS AT 98+80NOTE 7: VARIES 7' TO 0' STA. 99+47.7 TO 100+01.09NOTE 8: NO SUBGRADE TREATMENTNOTE 11: INCIDENTAL LANE WIDTH REQUIRED VARIES 2' TO 0'
6' OBSTRUCTION FREE ZONE 6' OBSTRUCTION FREE ZONE
25O
7' MILL & OVERLAY(SEE PLAN)
VARIESEXISTING FIELDSTONESUBDIVISION ENTRANCE
R
MATCH EXISTING
NOTE 5
NOTE 6
NOTE 6
NOTE 7
NOTE 8: NO SUBGRADE TREATMENTNOTE 9: WEDGE & LEVELNOTE 10: INCIDENTAL LANE WIDTH REQUIRED
NOTE 8
NOTE 8
NOTE 9
VARIES2.0%MAX
VARIES2.0%MAX
VARIES2.0%MAX
VARIES2.0%MAX
2'
ONOTE 8, 10
O
VARIESNOTE 11
NOTE 8, 10
HORIZONTAL SCALE
VERTICAL SCALE
ROAD FILE
DESIGNATION NO.
SURVEY BOOK
CONTRACT
SHEETS
PROJECT NO.
OF
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED: CHECKED:
DRAWN:
TIPPECANOE COUNTY
COUNTY ROAD 600 NORTH
TIPP CO RD 600N
27
NMD
JRF
DLP
NMD
1 2 3 4 5 7 8 9 10 11 12 13 14 15 16 176
G
F
E
D
C
B
A
D e s i g n S e r v i c e s C o r p o r a t i o n
105 NORTH 10TH STREET · LAFAYETTE, INDIANA(765) 742-1900 · [email protected]
www.tbirddesign.com
Engineering · SurveyingEnvironmental · Construction Management MULCH SEEDING INDOT TYPE R25
LEGEND
R 165 lbs/syd QC/QA HMA-SMA, 3, 70, SURFACE, 9.5mm, ON1-1/2" MILLED ASPHALT PAVEMENT
K 220 lbs/syd QC/QA HMA-SMA, 3, 70, SURFACE, 9.5mm, ON275 lbs/syd QC/QA HMA, 3, 64, INTERMEDIATE, 19.0mm, ON495 lbs/syd QC/QA HMA, 3, 64, BASE, 25.0mm, ON
O SAME AS MAINLINE PAVEMENT (K)SUBGRADE TREATMENT
SUBGRADE TREATMENT TYPE IB (CEMENT ONLY)6" COMPACTED AGGREGATE, NO. 53
FILE
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\FIN
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\PLO
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CAL S
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TYPICAL SECTIONS
1" = 5'
3
NOTES
JOINT ADHESIVE SHALL BE APPLIED TO LONGITUDINAL JOINTSIN HMA SURFACE AND INTERMEDIATE LAYERS. LIQUIDASPHALT SEALANT SHALL BE APPLIED ON THE HMA SURFACELAYER OVER LONGITUDINAL JOINTS. JOINT ADHESIVE ANDLIQUID ASPHALT SEALANT SHALL BE ACCORDANCE WITH 401.15
DANNY S & SHEILA M ABBOTT
TIPPECANOE
DEVELOPEMENT II
LLC
FIELDSTONE
SUBDIVISION PH 1
TIPPECANOE
DEVELOPEMENT II
LLC
TIPPECANOE
DEVELOPEMENT II
LLCTIPPECANOE
DEVELOPEMENT II
LLC
TIPPECANOE
DEVELOPEMENT II
LLC
HAROLD V & BARBARA L WEBSTER
TIPPECANOE
SCHOOL CORPORATION
SEC. 30 T24N R4W
TIPPECANOE TWP.
TIPPECANOE COUNTY
SEC. 25 T24N R5W
WABASH TWP.
TIPPECANOE COUNTY
SEC. 19 T24N R4W
TIPPECANOE TWP.
TIPPECANOE COUNTY
SEC. 24 T24N R5W
TIPPECANOE TWP.
TIPPECANOE COUNTY
3019
2524
APP.
PL.
APP. PL.AP
P. P
L.
APP.
PL.
APP.
PL.
APP.
PL.
APP.
PHA
SE LI
NE
APP.
PHA
SE LI
NE
86+00 87+00 88+00 89+0090+00
91+0092+00
93+0094+00
95+0096+00 97+00 98+00 99+00 100+00
PR-A
PR-A
CR 600 N
CR 600 N
SILV
ERCR
EEK
DR
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ESMT
ESMT
ESMT
ESMTROW
ROWROW
1
2
34
56
78 9 10 11 12 13
SECT
ION
LINE
SECTION LINE
SECTION LINE
BEGIN PROJECTSTA:86+50.00, "PR-A"
END PROJECTSTA:98+80.00, "PR-A"
LINE "A"
LINE "PR-A"
PROPOSED ROW
HORIZONTAL SCALE
VERTICAL SCALE
ROAD FILE
DESIGNATION NO.
SURVEY BOOK
CONTRACT
SHEETS
PROJECT NO.
OF
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED: CHECKED:
DRAWN:
TIPPECANOE COUNTY
COUNTY ROAD 600 NORTH
TIPP CO RD 600N
27
NMD
JRF
DLP
NMD
1 2 3 4 5 7 8 9 10 11 12 13 14 15 16 176
G
F
E
D
C
B
A
D e s i g n S e r v i c e s C o r p o r a t i o n
105 NORTH 10TH STREET · LAFAYETTE, INDIANA(765) 742-1900 · [email protected]
www.tbirddesign.com
Engineering · SurveyingEnvironmental · Construction ManagementFI
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:\201
9\190
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ippec
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2 CR
600 N
orth\
DRAW
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\PLA
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LOT\
1908
3-PL
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USE
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O -
DAT
E: T
hursd
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, 202
0 1:55
:04 P
M
PLAT NO. 1
1" = 600'
4
PROPERTY OWNERS
1 TEMPEST HOMES, LLC
2 JOSE FUENTES JAIMAN & KATHERINE MARTINEZ SANTOS
3 TEMPEST HOMES, LLC
4 DANIEL HOWARD & THERESA L WALKUP
5 MICHAEL SKVAREK
6 DREW & AUTUMN DENISIUK
7 ALEXANDER S & LAUREN K STEARNS
8 TEMPEST HOMES, LLC
9 TEMPEST HOMES, LLC
10 TEMPEST HOMES, LLC
11 TEMPEST HOMES, LLC
12 TEMPEST HOMES, LLC
13 TEMPEST HOMES, LLC
ROAD CLOSED
TO
THRU TRAFFIC
END
DETOUR
DETOUR
AHEAD
DETOUR
AHEAD
DETOUR
AHEAD
DETOUR
AHEAD
DETOUR
AHEAD
DETOUR
DETOUR DETOUR
DETOUR
DETOUR
ROAD
AHEAD
CLOSED
CR
600N
EAST
CR
600N
EAST
CR
600N
EAST
WEST
CR
600N
WEST
CR
600N
DETOUR
CR
600N
EAST
DETOUR
CR
600N
EAST
DETOUR
WEST
CR
600N
DETOUR
WEST
CR
600N
CR
600N
END
DETOUR
WEST
CR
600N
EAST
DETOUR
CR
600N
WEST
DETOUR
CR
600N
WEST
DETOUR
CR
600N
EAST
ROAD
AHEAD
CLOSED
ROAD CLOSED
TO
THRU TRAFFIC
ROAD
AHEAD
CLOSED
CR
600N
EAST
CR
600N
WEST
CR
5
0 W
CR 600 N
MO
RE
HO
US
E R
D
M
O
R
E
H
O
U
S
E
R
D
T
A
F
T
R
D
M
O
R
E
H
O
U
S
E
R
D
CR
2
50
W
CR
2
25
W
CR
1
40
W
CR
1
50
W
CR 500 N
RO
AD
2
25
W
ES
TC
R 2
25
W
CR 600 N
CR 600 N
CR
5
0 W
CR
5
0 W
CR 500 N
CR 500 N
ROAD
AHEAD
CLOSED
DETOUR
AHEAD
SEE DETAIL E1 ON SHEET 6
DETOUR
CR
600N
EAST
DETOUR
CR
600N
WEST
ROADCLOSED
ROAD CLOSED
TO
THRU TRAFFIC
B
A
B
B
ROADCLOSED
A
B
B
HORIZONTAL SCALE
VERTICAL SCALE
ROAD FILE
DESIGNATION NO.
SURVEY BOOK
CONTRACT
SHEETS
PROJECT NO.
OF
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED: CHECKED:
DRAWN:
TIPPECANOE COUNTY
COUNTY ROAD 600 NORTH
TIPP CO RD 600N
27
NMD
JRF
DLP
NMD
1 2 3 4 5 7 8 9 10 11 12 13 14 15 16 176
G
F
E
D
C
B
A
D e s i g n S e r v i c e s C o r p o r a t i o n
105 NORTH 10TH STREET · LAFAYETTE, INDIANA(765) 742-1900 · [email protected]
www.tbirddesign.com
Engineering · SurveyingEnvironmental · Construction Management
DETOUR
AHEAD
ROAD
AHEAD
CLOSED
ROAD CLOSED
TO
THRU TRAFFIC
END
DETOUR
DETOUR
WEST
CR
600N EAST
XW20-2 XW20-3-1 R11-4 M4-8a
M4-8 M1-A(30" X 24")
M3-4(24" X 12")
M6-1 M5-1(L) M5-1(R) M6-3S
TYPE III BARRICADE
OFFICIAL DETOUR ROUTE
TYPE A CONSTRUCTION WARNING LIGHT
FILE
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AWIN
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\FIN
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\PLO
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MOT.
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uary
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020 1
:44:03
PM
MAINTENANCE OF TRAFFIC
1" = 600'
5
NOTES
1
MAINTENANCE OF TRAFFIC PLANS/PHASING DEPICTED HEREON FOR REFERENCE ONLY.CONTRACTOR MUST SUBMIT A PLAN TO THE PROJECT ENGINEER FOR MAINTENANCE OFTRAFFIC THAT MEETS THE PERFORMANCE CRITERIA AS STATED IN THE SPECIALPROVISION OF THE PROJECT MANUAL.
2 ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH INDIANA DEPARTMENT OFTRANSPORTATION STANDARD SPECIFICATIONS.
3
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY ADJUSTING OR MASKING OFEXISTING TRAFFIC SIGNALS, TRAFFIC SIGNAGE, PAVEMENT MARKINGS WHICH MAY BE INCONFLICT WITH THE MAINTENANCE OR TRAFFIC PLAN OR CONSTRUCTION PLANS. UPONPROJECT COMPLETION SAID MEASURES SHALL BE RESTORED TO ORIGINAL CONDITIONUNLESS OTHERWISE INDICATED ON THE CONSTRUCTION PLANS.
4 TYPE A WARNING LIGHTS ARE REQUIRED AS INDICATED ON CONSTRUCTION PLANS.
5CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL TEMPORARY PAVEMENTMARKINGS AND TRAFFIC CONTROL DEVICES ARE LOCATED AS DEPICTED. ADDITIONALTRAFFIC CONTROL DEVICES MAY BE REQUIRED TO MAINTAIN ACCEPTABLE SITE SAFETY.
6 ACCESS TO ALL PRIVATE DRIVES SHALL BE MAINTAINED AT ALL TIMES.
M3-2(24" X 12")
ROADCLOSED
R11-2
SUMMARY OF QUANTITIES
SIGN TYPES QUANTITY
ROAD CLOSURE SIGN ASSEMBLY 2 EACH
BARRICADE, TYPE III-A 24 LFT
BARRICADE, TYPE III-B 40 LFT
CONSTRUCTION SIGN, TYPE A 3 EACH
CONSTRUCTION SIGN, TYPE D 11 EACH
DETOUR ROUTE MARKER ASSEMBLY 16 EACH
"A" = 12' WIDE"B" = 8' WIDE
CHANNELIZING DEVICE, DRUM
INTERSECTION PHASE DETAILSSEE A1 & A8 THIS SHEET
CR 600 N
COLCESTER LN
SIL
VE
RC
RE
EK
D
R
PHASE 1
PHASE 2
PHASE 1
ROADCLOSED
ROADCLOSED
ROADCLOSED
SIL
VE
RC
RE
EK
D
R
ROADCLOSED
ROADCLOSED
CHANNELIZING DEVICE, DRUM5-FT SPACING
SIL
VE
RC
RE
EK
D
R
CHANNELIZING DEVICE, DRUM10-FT SPACING
ASPHALT MILL & OVERLAY TO BE COMPLETED WHILE STILLALLOWING ACCESS. CONTRACTOR SHALL UTILIZE DRUMSAND FLAGGERS TO CONTROL TRAFFIC AND TO SEPARATETRAFFIC FROM THE WORK ZONE.
HORIZONTAL SCALE
VERTICAL SCALE
ROAD FILE
DESIGNATION NO.
SURVEY BOOK
CONTRACT
SHEETS
PROJECT NO.
OF
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED: CHECKED:
DRAWN:
TIPPECANOE COUNTY
COUNTY ROAD 600 NORTH
TIPP CO RD 600N
27
NMD
JRF
DLP
NMD
1 2 3 4 5 7 8 9 10 11 12 13 14 15 16 176
G
F
E
D
C
B
A
D e s i g n S e r v i c e s C o r p o r a t i o n
105 NORTH 10TH STREET · LAFAYETTE, INDIANA(765) 742-1900 · [email protected]
www.tbirddesign.com
Engineering · SurveyingEnvironmental · Construction Management
E1
CONSTUCTION PHASING DETAIL
1" = 50'
A1
INTERSECTION PHASE 1
1" = 30' A8
INTERSECTION PHASE 2
1" = 30'
FILE
: P:\2
019\1
9083
Tipp
ecan
oe C
ounty
High
way T
O#2 C
R 60
0 Nor
th\DR
AWIN
GS\P
LANS
\FIN
AL P
LANS
\PLO
T\19
083-
MOT.
dwg
- U
SER:
NIC
K DI
GIAC
OMO
- D
ATE:
Thu
rsday
, Jan
uary
30, 2
020 1
:44:35
PM
MAINTENANCE OF TRAFFIC
DETAILS
6
NOTES
1
MAINTENANCE OF TRAFFIC PLANS/PHASING DEPICTED HEREON FOR REFERENCE ONLY.CONTRACTOR MUST SUBMIT A PLAN TO THE PROJECT ENGINEER FOR MAINTENANCE OFTRAFFIC THAT MEETS THE PERFORMANCE CRITERIA AS STATED IN THE SPECIALPROVISION OF THE PROJECT MANUAL.
2 ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH INDIANA DEPARTMENT OFTRANSPORTATION STANDARD SPECIFICATIONS.
3
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY ADJUSTING OR MASKING OFEXISTING TRAFFIC SIGNALS, TRAFFIC SIGNAGE, PAVEMENT MARKINGS WHICH MAY BE INCONFLICT WITH THE MAINTENANCE OR TRAFFIC PLAN OR CONSTRUCTION PLANS. UPONPROJECT COMPLETION SAID MEASURES SHALL BE RESTORED TO ORIGINAL CONDITIONUNLESS OTHERWISE INDICATED ON THE CONSTRUCTION PLANS.
4 TYPE A WARNING LIGHTS ARE REQUIRED AS INDICATED ON CONSTRUCTION PLANS.
5CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL TEMPORARY PAVEMENTMARKINGS AND TRAFFIC CONTROL DEVICES ARE LOCATED AS DEPICTED. ADDITIONALTRAFFIC CONTROL DEVICES MAY BE REQUIRED TO MAINTAIN ACCEPTABLE SITE SAFETY.
6 ACCESS TO ALL PRIVATE DRIVES SHALL BE MAINTAINED AT ALL TIMES.
C
P
1
5
1
6531672.68MX8"X8" STEEL PLATE IN CONCRETE ELEV 672.705' WROTE IN MARKER ON PLATE
COMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOM
GG
GGGGGGGGGGGGGGGGGGGG
OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHU
X
GGGGGGGGGGGG
COMCOMCOMCOMCOMCOMCOMCOMCOM
W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*
ST*ST*
COUNTY ROAD 600 NORTH
PI STA:89+80.87 "PR-A"NORTHING: 1914461.35
EASTING: 2996576.26
Δ = 9°22'19"R = 3200.00'T = 262.30'L = 523.44'E = 10.73'
PI 89+80.87 PR-ACURVE DATA
84+0085+00
86+0087+00
88+0089+00
90+00
PC: 89+83.87 LINE "LINE A"
S89°46'03"E
S89°46'03"E
LINE A
LINE PR-A
(ASPHALT)
(ASPHALT)
(ASPHALT)
(CULTIVATED FIELD)(CULTIVATED FIELD)
(CULTIVATED FIELD)
TIPPECANOE DEVELOPEMENT II, LLC
TIPPECANOE DEVELOPEMENT II, LLC
TIPPECANOE DEVELOPEMENT II, LLC
EARTHWORK ROADWAY
LINE A/LINE PR-A
COMMON EXCAVATION* 1,955 CYS
FILL + 20%
770 CYS
* NOTE: INCLUDES ROADWAY, ROADWAY REMOVAL, AND TOTAL EARTHWORK
STA EQ:PC STA: 87+18.57 LINE "PR-A" AH =POT STA: 87+18.57 "LINE A" BK
APP
PL
EXIST 40' R/W
EXIST 40' R/W
EXIST 40' R/W
EXIST R/W
PWP
PWP
SIGN POST, CHANNEL, REMOVE
SIGN
PWPBEGIN PROJECTSTATION=86+50.00, "PR-A"OFFSET=0.00NORTHING=1914462.69EASTING=2996245.38
+ 18.5740'
+ PL40'
+ 79.7651'
BEGIN INCIDENTAL CONSTRUCTIONSTATION=85+50.00, "PR-A"OFFSET=0.00NORTHING=1914463.10EASTING=2996145.38
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
86+0087+00 88+00
89+00
90+00
MA
TC
H LIN
E A
T S
TA
TIO
N - 90+00.00
PR-A
660
665
670
675
680
685
690
660
665
670
675
680
685
690
84+00
674.3
(EXI
ST)
674.8
(EXI
ST)
85+00
675.1
(EXI
ST)
675.4
(EXI
ST)
675.3
5
86+00
675.6
(EXI
ST)
675.5
9
675.8
(EXI
ST)
675.7
3
87+00
675.8
(EXI
ST)
675.6
5
675.4
(EXI
ST)
675.3
7
88+00
674.9
(EXI
ST)
674.8
6
674.2
(EXI
ST)
674.2
6
89+00
673.3
(EXI
ST)
673.6
5
672.3
(EXI
ST)
673.0
4
90+00
671.5
(EXI
ST)
672.4
3
0.48%
BEG
IN IN
CIDE
NTAL
CON
STRU
CTIO
N ST
A: 85
+50.0
0EL
EV: 6
75.35
HIGH PT STA: 86+57.25HIGH PT ELEV: 675.73
PVI STA: 87+00.62PVI ELEV: 676.08
K: 117.58LVC: 200.00
BVCS
: 86+
00.62
BVCE
: 675
.60
EVCS
: 88+
00.62
EVCE
: 674
.86
STA: 85+50.00ELEV: 673.08
STA: 86+64.00ELEV: 673.66
STA: 86+64.00ELEV: 674.30
STA: 85+50.00ELEV: 673.48
0.51%
0.72%
BEGIN PROJECTSTA: 86+50.00ELEV: 675.73
20' MILL & OVERLAY
EXISTING GRADE
PROPOSED PROFILE GRADE
"V" DITCH LT.
"V" DITCH RT.(PLOTTED 5' BELOW DATUM)
FILE
: P:\2
019\1
9083
Tipp
ecan
oe C
ounty
High
way T
O#2 C
R 60
0 Nor
th\DR
AWIN
GS\P
LANS
\FIN
AL P
LANS
\PLO
T\19
083-
PLAN
AND
PRO
FILE
S.dw
g -
USE
R: N
ICK
DIGI
ACOM
O -
DAT
E: T
hursd
ay, J
anua
ry 30
, 202
0 1:44
:53 P
M
PLAN AND PROFILE
1" = 20'
1" = 5'
PLAN AND PROFILE STA 84+00 TO STA 90+00
7
HORIZONTAL SCALE
VERTICAL SCALE
ROAD FILE
DESIGNATION NO.
SURVEY BOOK
CONTRACT
SHEETS
PROJECT NO.
OF
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED: CHECKED:
DRAWN:
TIPPECANOE COUNTY
COUNTY ROAD 600 NORTH
TIPP CO RD 600N
27
NMD
JRF
DLP
NMD
1 2 3 4 5 7 8 9 10 11 12 13 14 15 16 176
G
F
E
D
C
B
A
D e s i g n S e r v i c e s C o r p o r a t i o n
105 NORTH 10TH STREET · LAFAYETTE, INDIANA(765) 742-1900 · [email protected]
www.tbirddesign.com
Engineering · SurveyingEnvironmental · Construction Management
SEC. 25, T24N, R5WWABASH TWP.
TIPPECANOE CO.
SEC. 24, T24N, R5WTIPPECANOE TWP.TIPPECANOE CO.
ALL R/W REFERENCED TO LINE "PR-A" EXCEPT AS NOTED.LINE "A" IS ORIGINAL SURVEY LINE.LINE "PR-A" TO BE CONSTRUCTED.
CONTROL POINT 152STA. 97+27.29; 23.88' LT. "PR-A"
REBAR SETN 1914397.01E 2997318.04ELEV. 664.09
CONTROL POINT 151STA. 86+75.04; 19.27' LT. "A"
REBAR SETN 1914481.86E 2996270.50ELEV. 673.58
6000670.60AX
101669.40MDSK
C
COMCOM
COMCOM
COMCOM
COMCOM
COMCOMCOM
COM
COM
COM
COM
COM
COM
COM
COM
COM
COMCOMCOMCOMCOM
COM
GG
GG
GG
GG
GGGGGGG
GG
GG
GG
GG
GG
GG
GGGGGGGG
OHUOHU
OHUOHU
OHUOHU
OHUOHU
OHUOHU
OHUOHU
OHUOHU
OHUOHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHUOHU
ST
OHU
OHU
XXXX
W*W*
W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*
W*
ST*
ST*
ST*
ST
STST
W*W*
SSSSSSSSSS
SSSS
S
COUNTY ROAD 600 NORTH
Δ = 9°22'19"R = 3200.00'T = 262.30'L = 523.44'E = 10.73'
PI 89+80.87 PR-ACURVE DATA
Δ = 10°08'13"R = 3200.00'T = 283.82'L = 566.15'E = 12.56'
PI 95+25.83 PR-ACURVE DATA
90+0091+00
92+00
93+00
94+00
95+00
96+00
PC: 92+93.95 LINE "LINE A"
PT: 91+24.29 LINE "LINE A"
PT: 94+25.62 LINE "LINE A"
Δ = 17°36'56"R = 477.46'T = 73.98'L = 146.79'E = 5.70'
PI 93+67.94 LINE ACURVE DATA
Δ = 16°51'02"R = 477.46'T = 70.72'L = 140.42'E = 5.21'
PI 90+54.60 LINE ACURVE DATA
N89°28'04"E
S72°55'01"ELINE A
LINE A
LINE PR-A
(ASPHALT)
(ASPHALT)
(ASPHALT)
(CULTIVATED FIELD)
(CULTIVATED FIELD)
(CULTIVATED FIELD)
GRAVEL(INCLUDED INPAVEMENTREMOVAL)
PI STA:93+67.94 "LINE A"NORTHING: 1914368.70EASTING: 2996950.47
PI STA:90+54.60 "LINE A"NORTHING: 1914461.05EASTING: 2996649.98
TIPPECANOE DEVELOPEMENT II, LLCTIPPECANOE DEVELOPEMENT II, LLC
TIPPECANOE DEVELOPEMENT II, LLC
TEMPEST HOMES, LLC
TEMPEST HOMES, LLCTEMPEST HOMES, LLCALEXANDER S & LAUREN K STEARNSDREW & AUTUMN DENISIUKMICHAEL SKVAREKDANIEL HOWARD & THERESA L WALKUP
TEMPEST HOMES, LLCJOSE FUENTES JAIMAN &KATHERINE MARTINEZ SANTOS
TEMPEST HOMES, LLC
PI STA:95+25.83 "PR-A"NORTHING: 1914370.23EASTING: 2997114.72
GRAVEL(INCLUDED INPAVEMENTREMOVAL)
APP PL
APP PL
APP
PL
APP
PL
APP
PL
APP
PLAPP
PLAPP
PL
APP
PL
APP
PL
APP
PL
APP
PL
EXIST R/W
EXIST R/W EXIST R/W
PROP R/W
EXIST R/WEXIST R/W
EXIST 40' R/W
PWP TO BE RELOCATED(BY OTHERS)
POST, REMOVEPOST, REMOVE
SIGN POST, CHANNEL, REMOVE
PWP
FIRE HYDRANTSIGN POST, CHANNEL, REMOVE
PWP
CABLE BOX
FIRE HYDRANT
+ PL40' + 13.57
40'
+ 64.7956'
+ 00.1240'
+ PL33'+ PL
31'+ PL31'
+ PL32'
+ PL35'
+ PL39'
+ PL42'
+ PL46'
+ PL51'
+ PL53'
PIPE, REMOVE
PIPE, REMOVE
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
90+00 91+0092+00
93+00 94+00 95+00
96+00
PRC: 92+42.01 LINE "PR-A"
MA
TC
H L
IN
E A
T S
TA
TIO
N - 9
0+0
0.0
0
MA
TC
H LIN
E A
T S
TA
TIO
N - 96+00.00
PR-A
655
660
665
670
675
680
685
655
660
665
670
675
680
685
90+00
671.5
(EXI
ST)
672.4
3
670.7
(EXI
ST)
671.8
2
91+00
670.4
(EXI
ST)
671.2
1
670.3
(EXI
ST)
670.6
0
92+00
670.0
(EXI
ST)
669.9
9
668.9
(EXI
ST)
669.3
8
93+00
666.7
(EXI
ST)
668.8
0
665.7
(EXI
ST)
668.3
1
94+00
665.6
(EXI
ST)
667.8
7
665.7
(EXI
ST)
667.4
2
95+00
666.1
(EXI
ST)
666.9
8
666.1
(EXI
ST)
666.5
4
96+00
665.9
(EXI
ST)
666.1
0
-0.88%
-1.22%
LOW PT STA: 93+55.09LOW PT ELEV: 668.26
PVI STA: 93+05.09PVI ELEV: 668.71
K: 297.91LVC: 100.00
BVCS
: 92+
55.09
BVCE
: 669
.32
EVCS
: 93+
55.09
EVCE
: 668
.26
-1.10%
-1.23%
-1.14%
-0.83%
"V" DITCH LT.
"V" DITCH RT.(PLOTTED 5' BELOW DATUM) STA: 94+00.00
ELEV: 660.90
FILE
: P:\2
019\1
9083
Tipp
ecan
oe C
ounty
High
way T
O#2 C
R 60
0 Nor
th\DR
AWIN
GS\P
LANS
\FIN
AL P
LANS
\PLO
T\19
083-
PLAN
AND
PRO
FILE
S.dw
g -
USE
R: N
ICK
DIGI
ACOM
O -
DAT
E: T
hursd
ay, J
anua
ry 30
, 202
0 1:44
:58 P
M
PLAN AND PROFILE
1" = 20'
1" = 5'
PLAN AND PROFILE STA 90+00 TO 96+00
8
HORIZONTAL SCALE
VERTICAL SCALE
ROAD FILE
DESIGNATION NO.
SURVEY BOOK
CONTRACT
SHEETS
PROJECT NO.
OF
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED: CHECKED:
DRAWN:
TIPPECANOE COUNTY
COUNTY ROAD 600 NORTH
TIPP CO RD 600N
27
NMD
JRF
DLP
NMD
1 2 3 4 5 7 8 9 10 11 12 13 14 15 16 176
G
F
E
D
C
B
A
D e s i g n S e r v i c e s C o r p o r a t i o n
105 NORTH 10TH STREET · LAFAYETTE, INDIANA(765) 742-1900 · [email protected]
www.tbirddesign.com
Engineering · SurveyingEnvironmental · Construction Management
SEC. 19, T24N, R4WTIPPECANOW TWP.TIPPECANOE CO.
SEC. 30, T24N, R4WTIPPECANOE TWP.TIPPECANOE CO.
SEC. 25, T24N, R5WWABASH TWP.
TIPPECANOE CO.
SEC. 24, T24N, R5WTIPPECANOE TWP.TIPPECANOE CO.
ALL R/W REFERENCED TO LINE "PR-A" EXCEPT AS NOTED.LINE "A" IS ORIGINAL SURVEY LINE.LINE "PR-A" TO BE CONSTRUCTED.
CONTROL POINT 152STA. 97+27.29; 23.88' LT. "PR-A"
REBAR SETN 1914397.01E 2997318.04ELEV. 664.09
CONTROL POINT 151STA. 86+75.04; 19.27' LT. "A"
REBAR SETN 1914481.86E 2996270.50ELEV. 673.58
C
P
1
5
2
6064663.80AOHU1
COMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOM
GGGGGGGGGGGGGGGGGG
OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHU
W*W*W*
W*
W*
W*
W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W* SS*SS*
SS*SS*
SS*
W*
W*
W*
W*
W*
W*
ST
ST
G
6659665.19AX FOLP1013 1" CONDUITS COMING UP OUT OF GROUND
F
S
B
M
1
9
3
FFT
T
W
WWWW W W W W W W W W W W W W W W W W W W
FO FOE E E
EE
E
G G G G G G G G G
G
COM COM
OHUOHUOHUOHUOHUOHUOHUOHU
COM COM COM COMCOMCOM
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
G G G G
STD
ST ST ST ST ST ST ST
ST
ST
ST
ST
ST
STST
ST
COM
COM
FOFO
FOFO
OHU OHU OHU OHU
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSSSSSSSSSSSSSSSS
SSSS
S
S
S
COUNTY ROAD 600 NORTH
Δ = 10°08'13"R = 3200.00'T = 283.82'L = 566.15'E = 12.56'
PI 95+25.83 PR-ACURVE DATA
Δ = 10°08'13"R = 3200.00'T = 283.82'L = 566.15'E = 12.56'
PI 95+25.83 PR-ACURVE DATA
95+00 96+00 97+00 98+00 99+00 100+00 101+00
N89°28'04"E
LINE ALINE A
LINE PR-A
(ASPHALT)
(ASPHALT)
(ASP
HALT
)
(ASP
HALT
)
(CULTIVATED FIELD) (CULTIVATED FIELD)
DANNY S & SHEILA M ABBOTTHAROLD V & BARBARA L WEBSTER
TIPPECANOE SCHOOL CORPORATION
TIPPECANOE DEVELOPEMENT II, LLC
TEMPEST HOMES, LLC
TEMPEST HOMES, LLCTEMPEST HOMES, LLCTEMPEST HOMES, LLCTEMPEST HOMES, LLC
TEMPEST HOMES, LLC
PI STA:95+25.83 "PR-A"NORTHING: 1914370.23EASTING: 2997114.72
STA EQ:PT STA: 100+01.09 LINE "PR-A" BK =
POT STA: 99+92.64 "LINE A" AH
APP
PL APP
PL
APP
PL
APP
PL
APP
PL
APP
PLAPP
PL
PROP R/W
EXIST R/W
EXIST R/W
EXIST R/W
EXIST 25' R/W
EXIST 25' R/W
EXIST 40' R/WEXIST 40' R/W
FIRE HYDRANT
SIGN POST, CHANNEL, REMOVE,& SIGN, SHEET, RELOCATE
SIGN POST, CHANNEL, REMOVE
END INCIDENTAL CONSTRUCTIONSTATION=100+01.09, "PR-A"OFFSET=0.00NORTHING=1914374.66EASTING=2997591.44
+ 00.1240'
+ PL40'
+ PL48'
+ PL46'
+ PL25'
+ PL25'
+ PL40'+ PL
40'
+ PL65'+ PL
65'
+ PL40'+ PL
38'+ PL
36'+ PL
33'
+ PL31'
STA:100+08.43OFF:24.81'L
MAILBOX ASSEMBLY, RE-SET SINGLE
END PROJECTSTATION=98+80.00, "PR-A"OFFSET=0.00NORTHING=1914373.53EASTING=2997470.36
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
SIL
VE
RC
RE
EK
D
RIV
E
CL DRIVESTA:98+14.88OFF:18.00'L
CL DRIVESTA:98+91.00
OFF:10.85'R
CL DRIVESTA:99+53.00OFF:9.96'R
95+00
96+0097+00 98+00 99+00 100+00
PT: 98+08.16 LINE "PR-A"
PROP R/W
+ PL26'
MA
TC
H L
IN
E A
T S
TA
TIO
N - 9
6+0
0.0
0
PR-A
655
660
665
670
675
680
685
655
660
665
670
675
680
685
96+00
665.9
(EXI
ST)
666.1
0
665.7
(EXI
ST)
665.6
6
97+00
665.5
(EXI
ST)
665.2
9
665.4
(EXI
ST)
665.1
6
98+00
665.2
(EXI
ST)
665.2
1
665.2
(EXI
ST)
665.2
6
99+00
665.3
(EXI
ST)
665.3
2
665.4
(EXI
ST)
665.3
7
100+00
665.4
(EXI
ST)
665.4
3
100+21.09
665.4
(EXI
ST)
0.11%
GRAD
E BR
EAK
STA:
100+
01.09
ELEV
: 665
.43
LOW PT STA: 97+50.98LOW PT ELEV: 665.16
PVI STA: 97+12.08PVI ELEV: 665.11
K: 100.59LVC: 100.00
BVCS
: 96+
62.08
BVCE
: 665
.55
EVCS
: 97+
62.08
EVCE
: 665
.16-1.23%
0.38%
STA: 97+50.00ELEV: 661.30
STA: 97+75.00ELEV: 662.80
STA: 98+80.00ELEV: 663.20
END PROJECTSTA: 98+80.00ELEV: 665.29
"V" DITCH LT.
"V" DITCH RT.(PLOTTED 5' BELOW DATUM)
192.9' MILL& OVERLAY
FILE
: P:\2
019\1
9083
Tipp
ecan
oe C
ounty
High
way T
O#2 C
R 60
0 Nor
th\DR
AWIN
GS\P
LANS
\FIN
AL P
LANS
\PLO
T\19
083-
PLAN
AND
PRO
FILE
S.dw
g -
USE
R: N
ICK
DIGI
ACOM
O -
DAT
E: T
hursd
ay, J
anua
ry 30
, 202
0 1:45
:03 P
M
PLAN AND PROFILE
1" = 20'
1" = 5'
PLAN AND PROFILE STA 96+00 TO 100+00.00
9
HORIZONTAL SCALE
VERTICAL SCALE
ROAD FILE
DESIGNATION NO.
SURVEY BOOK
CONTRACT
SHEETS
PROJECT NO.
OF
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED: CHECKED:
DRAWN:
TIPPECANOE COUNTY
COUNTY ROAD 600 NORTH
TIPP CO RD 600N
27
NMD
JRF
DLP
NMD
1 2 3 4 5 7 8 9 10 11 12 13 14 15 16 176
G
F
E
D
C
B
A
D e s i g n S e r v i c e s C o r p o r a t i o n
105 NORTH 10TH STREET · LAFAYETTE, INDIANA(765) 742-1900 · [email protected]
www.tbirddesign.com
Engineering · SurveyingEnvironmental · Construction Management
SEC. 19, T24N, R4WTIPPECANOE TWP.TIPPECANOE CO.
SEC. 30, T24N, R4WTIPPECANOE TWP.TIPPECANOE CO.
ALL R/W REFERENCED TO LINE "PR-A" EXCEPT AS NOTED.LINE "A" IS ORIGINAL SURVEY LINE.LINE "PR-A" TO BE CONSTRUCTED.
TBM#193 - CHISEL-X ON SOUTHERN HEX BOLT, FIRE HYDRANTAT SOUTHEAST CORNER OF FIELDSTONE ENTRANCE.STA. 100+08.43 LINE "A", 24.81' LT.ELEV. 666.32
CONTROL POINT 152STA. 97+27.29; 23.88' LT. "PR-A"
REBAR SETN 1914397.01E 2997318.04ELEV. 664.09
CONTROL POINT 151STA. 86+75.04; 19.27' LT. "A"
REBAR SETN 1914481.86E 2996270.50ELEV. 673.58
Superelevation
0.00%
1.00%
2.00%
0.00%
-1.00%
-2.00%
0.00%
1.00%
2.00%
0.00%
-1.00%
-2.00%
86+50.33'
EN
S
86+50.33'
EN
C
86+89.33'
LC
87+28.33'
BF
S
92+03.01'
EF
S
92+81.01'
BF
S
97+98.42'
EF
S
98+37.42'
LC
98+76.42'
BN
C
98+76.42'
BN
S
85+50.00' 86+00.00' 87+00.00' 88+00.00' 89+00.00' 90+00.00' 91+00.00' 92+00.00' 93+00.00' 94+00.00' 95+00.00' 96+00.00' 97+00.00' 98+00.00' 99+00.00' 99+99.89'
Runout Runoff RunoutRunoff
TangentTangent Curve
Curve.1
Curve
Curve.2
PROFILE GRADE PROFILE GRADE
0.22'
60' VC
60' VC 60' VC 60' VC 60' VC
60' VC60' VC 60' VC
EDGE OF LANE11' LEFT
EDGE OF LANE11' RIGHT
EDGE OF LANE11' LEFT
EDGE OF LANE11' RIGHT
PRC: 92+42.01PC: 87+18.57 PT: 98+08.16
0.22'
0.22'
0.22'
0.22'
0.22'
HORIZONTAL SCALE
VERTICAL SCALE
ROAD FILE
DESIGNATION NO.
SURVEY BOOK
CONTRACT
SHEETS
PROJECT NO.
OF
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED: CHECKED:
DRAWN:
TIPPECANOE COUNTY
COUNTY ROAD 600 NORTH
TIPP CO RD 600N
27
NMD
JRF
DLP
NMD
1 2 3 4 5 7 8 9 10 11 12 13 14 15 16 176
G
F
E
D
C
B
A
D e s i g n S e r v i c e s C o r p o r a t i o n
105 NORTH 10TH STREET · LAFAYETTE, INDIANA(765) 742-1900 · [email protected]
www.tbirddesign.com
Engineering · SurveyingEnvironmental · Construction Management
CURVE .1:P.I. STA. 89+80.87, PR-ARADIUS = 3200.00'RATE OF SUPERELEVATION = 2.0%
CURVE .2:P.I. STA. 95+25.83, PR-ARADIUS = 3200.00'RATE OF SUPERELEVATION = 2.0%
FILE
: P:\2
019\1
9083
Tipp
ecan
oe C
ounty
High
way T
O#2 C
R 60
0 Nor
th\DR
AWIN
GS\P
LANS
\FIN
AL P
LANS
\PLO
T\19
083-
ROAD
SUP
ER.dw
g -
USE
R: N
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DIGI
ACOM
O -
DAT
E: T
hursd
ay, J
anua
ry 30
, 202
0 1:45
:10 P
M
SUPERELEVATION
TRANSITION DIAGRAM
1" = 50'
1" = 0.50'
10
6531672.68MX8"X8" STEEL PLATE IN CONCRETE ELEV 672.705' WROTE IN MARKER ON PLATE
COMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOM
GG
GGGGGGGGGGGGGGGGGGGG
OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHU
GGGGGGGGGGGG
COMCOMCOMCOMCOMCOMCOMCOMCOM
W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*
ST*ST*
COUNTY ROAD 600 NORTH
PI STA:89+80.87 "PR-A"NORTHING: 1914461.35
EASTING: 2996576.26
Δ = 9°22'19"R = 3200.00'T = 262.30'L = 523.44'E = 10.73'
PI 89+80.87 PR-ACURVE DATA
APP
PL
40' R/W
40' R/W
40' R/W
R/W
TIPPECANOE DEVELOPEMENT II, LLC
TIPPECANOE DEVELOPEMENT II, LLC
TIPPECANOE DEVELOPEMENT II, LLC
K KLINE PR-A
O
O
SECTION LINE
O
O
S89°46'03"E S80°23'43"E
675673674
672672
673674
STA EQ:PC STA: 87+18.57 LINE "PR-A" AH =POT STA: 87+18.57 "LINE A" BK
BEGIN PROJECTSTATION=86+50.00, "PR-A"OFFSET=0.00NORTHING=1914462.69EASTING=2996245.38
+ 18.5740'
+ PL40'
+ 79.7651'
BEGIN INCIDENTAL CONSTRUCTIONSTATION=85+50.00, "PR-A"
OFFSET=0.00NORTHING=1914463.10
EASTING=2996145.38
11'
2'
11'
2'
11'
11'
2'
2'
11'
9.1'
2'
1.9'
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
R
20'
86+0087+00 88+00
89+00
90+00
MA
TC
H LIN
E A
T S
TA
TIO
N - 90+00.00
6000670.60AX
101669.40MDSK
C
COMCOM
COMCOM
COMCOM
COMCOM
COMCOMCOM
COM
COM
COM
COM
COM
COM
COM
COM
COM
COMCOMCOMCOMCOM
COM
GG
GG
GG
GG
GGGGGGG
GG
GG
GG
GG
GG
GG
GGGGGGGG
OHUOHU
OHUOHU
OHUOHU
OHUOHU
OHUOHU
OHUOHU
OHUOHU
OHUOHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHUOHU
OHU
OHU
W*W*
W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*
W*
ST*
ST*
ST*
W*W*
SSSSSSSSSS
SS
S
COUNTY ROAD 600 NORTH
PI STA:95+25.83 "PR-A"NORTHING: 1914370.23EASTING: 2997114.72
Δ = 9°22'19"R = 3200.00'T = 262.30'L = 523.44'E = 10.73'
PI 89+80.87 PR-ACURVE DATA
APP PL
APP
PL
APP
PL
APP
PL
APP
PLAPP
PLAPP
PL
APP
PL
APP
PL
APP
PL
APP
PL
R/W
R/W
R/W
R/W
R/WR/W
R/W
TIPPECANOE DEVELOPEMENT II, LLC TIPPECANOE DEVELOPEMENT II, LLC
TIPPECANOE DEVELOPEMENT II, LLC
TEMPEST HOMES, LLC
TEMPEST HOMES, LLCTEMPEST HOMES, LLCALEXANDER S & LAUREN K STEARNSDREW & AUTUMN DENISIUKMICHAEL SKVAREKDANIEL HOWARD & THERESA L WALKUP
TEMPEST HOMES, LLCJOSE FUENTES JAIMAN &KATHERINE MARTINEZ SANTOS
TEMPEST HOMES, LLC
LINE PR-A
K
K
O
O
SECTION LINE
SECTION LINE
O
OS80°23'43"E
S80°23'43"E
S80°23'43"EN89°28'04"E670
667668669
671672
+ PL40' + 13.57
40' + PL40'
+ 64.7956'
+ 00.1240'
+ PL33'
+ PL31'+ PL
31'+ PL32'
+ PL35'
+ 04.3736'+ PL
39'
+ PL42'
+ 85.5450' + PL
46'
+ PL51'
+ PL53'
11'
11'
2'
2'
11'
2'
11'
2'
11'
2'
11'
2'
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
SECTION LINE
90+00 91+0092+00
93+00 94+00 95+00
96+00
PRC: 92+42.01 LINE "PR-A" EXIST R/W
Δ = 10°08'13"R = 3200.00'T = 283.82'L = 566.15'E = 12.56'
PI 95+25.83 PR-ACURVE DATA
MA
TC
H L
IN
E A
T S
TA
TIO
N - 9
0+0
0.0
0
MA
TC
H LIN
E A
T S
TA
TIO
N - 96+00.00
FILE
: P:\2
019\1
9083
Tipp
ecan
oe C
ounty
High
way T
O#2 C
R 60
0 Nor
th\DR
AWIN
GS\P
LANS
\FIN
AL P
LANS
\PLO
T\19
083-
CONS
TRUC
TION
DET
AILS
.dwg
- U
SER:
NIC
K DI
GIAC
OMO
- D
ATE:
Thu
rsday
, Jan
uary
30, 2
020 1
:45:21
PM
CONSTRUCTION DETAILS
1" = 20'
1" = 20'
STA 84+00.00 LINE PR-A TO STA 96+00.00 LINE PR-A
11
HORIZONTAL SCALE
VERTICAL SCALE
ROAD FILE
DESIGNATION NO.
SURVEY BOOK
CONTRACT
SHEETS
PROJECT NO.
OF
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED: CHECKED:
DRAWN:
TIPPECANOE COUNTY
COUNTY ROAD 600 NORTH
TIPP CO RD 600N
27
NMD
JRF
DLP
NMD
1 2 3 4 5 7 8 9 10 11 12 13 14 15 16 176
G
F
E
D
C
B
A
D e s i g n S e r v i c e s C o r p o r a t i o n
105 NORTH 10TH STREET · LAFAYETTE, INDIANA(765) 742-1900 · [email protected]
www.tbirddesign.com
Engineering · SurveyingEnvironmental · Construction Management
SEC. 25, T24N, R5WWABASH TWP.
TIPPECANOE CO.
SEC. 24, T24N, R5WTIPPECANOE TWP.TIPPECANOE CO.
SEC. 19, T24N, R4WTIPPECANOW TWP.TIPPECANOE CO.
SEC. 30, T24N, R4WTIPPECANOE TWP.TIPPECANOE CO.
SEC. 25, T24N, R5WWABASH TWP.
TIPPECANOE CO.
SEC. 24, T24N, R5WTIPPECANOE TWP.TIPPECANOE CO.
LEGEND
R 165 lbs/syd QC/QA HMA-SMA, 3, 70, SURFACE, 9.5mm, ON1-1/2" MILLED ASPHALT PAVEMENT
25K
O
MULCHED SEEDING INDOT TYPE R
SAME AS MAINLINE PAVEMENT (K)
220 lbs/syd QC/QA HMA-SMA, 3, 70, SURFACE, 9.5mm, ON275 lbs/syd QC/QA HMA, 3, 64, INTERMEDIATE, 19.0mm, ON495 lbs/syd QC/QA HMA, 3, 64, BASE, 25.0mm, ON
SUBGRADE TREATMENT TYPE IB (CEMENT ONLY)6" COMPACTED AGGREGATE, NO. 53
6064663.80AOHU1
COMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOM
GGGGGGGGGGGGGGGGGG
OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHU
W*W*W*
W*
W*
W*
W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W*W* SS*SS*
SS*SS*
SS*
W*
W*
W*
W*
W*
W*
ST
ST
G
6659665.19AX FOLP1013 1" CONDUITS COMING UP OUT OF GROUND
F
S
FFT
T
W
WWWW W W W W W W W W W W W W W W W W W W
FO FOE E E
EE
E
G G G G G G G G G
G
COM COM
OHUOHUOHUOHUOHUOHUOHUOHU
COM COM COM COMCOMCOM
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
G G G G
STD
ST ST ST ST ST ST ST
ST
ST
ST
ST
ST
STST
ST
COM
COM
FOFO
FOFO
OHU OHU OHU OHU
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSSSSSSSSSSSSSSSS
SS
S
S
S
COUNTY ROAD 600 NORTH
PI STA:95+25.83 "PR-A"NORTHING: 1914370.23EASTING: 2997114.72
Δ = 10°08'13"R = 3200.00'T = 283.82'L = 566.15'E = 12.56'
PI 95+25.83 PR-ACURVE DATA
APP
PL
APP
PL
APP
PL
APP
PL
APP
PL
APP
PLAPP
PL
R/W
R/W
R/W
R/W
R/W
R/W
R/WR/W
DANNY S & SHEILA M ABBOTT
HAROLD V & BARBARA L WEBSTER
TIPPECANOE SCHOOL CORPORATION
TIPPECANOE DEVELOPEMENT II, LLC
TEMPEST HOMES, LLC
TEMPEST HOMES, LLCTEMPEST HOMES, LLCTEMPEST HOMES, LLC
TEMPEST HOMES, LLC
TEMPEST HOMES, LLC
LINE PR-A RK
O
O
O
SECTION LINE
SECTION LINEN89°28'04"E N89°28'04"E
R
666
667
663664
665
665
664
SIL
VE
RC
RE
EK
D
RIV
E
STA EQ:PT STA: 100+01.09 LINE "PR-A" BK =
POT STA: 99+92.64 "LINE A" AH
END INCIDENTAL CONSTRUCTIONSTATION=100+01.09, "PR-A"OFFSET=0.00NORTHING=1914374.66EASTING=2997591.44STA:96+88.11
OFF:13.00'L(END SHOULDER)
STA:96+76.64OFF:11.00'L
+ 00.1240'
+ PL40'
+ PL48'
+ PL46'
+ PL25'
+ PL25'
+ PL40'+ 64.88
40'
+ 39.8865'
+ 89.5165'
+ 64.3440'
+ PL38'+ PL
36'+ PL
33'+ 29.20
35'
+ PL31'
STA:97+17.95OFF:18.00'L
STA:99+47.71OFF:18.00'L
11'
11'
2'
2'
11'
9.3'
11'
2'
11'
2'
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
STA:98+81.40OFF:13.00'R
(END SHOULDER)
95+00
96+0097+00 98+00 99+00 100+00
PT: 98+08.16 LINE "PR-A" CL DRIVESTA:98+91.00OFF:10.85'R
CL DRIVESTA:99+53.00
OFF:9.96'R
END PROJECTSTATION=98+80.00, "PR-A"OFFSET=0.00NORTHING=1914373.53EASTING=2997470.36
2' 2'
2'
O
+ PL26'
EXIST R/WEXIST R/W
Δ = 10°08'13"R = 3200.00'T = 283.82'L = 566.15'E = 12.56'
PI 95+25.83 PR-ACURVE DATA
MA
TC
H L
IN
E A
T S
TA
TIO
N - 9
6+0
0.0
0
FILE
: P:\2
019\1
9083
Tipp
ecan
oe C
ounty
High
way T
O#2 C
R 60
0 Nor
th\DR
AWIN
GS\P
LANS
\FIN
AL P
LANS
\PLO
T\19
083-
CONS
TRUC
TION
DET
AILS
.dwg
- U
SER:
NIC
K DI
GIAC
OMO
- D
ATE:
Thu
rsday
, Jan
uary
30, 2
020 1
:45:27
PM
CONSTRUCTION DETAILS
1" = 20'
1" = 20'
STA 96+00.00 LINE PR-A TO STA 100+00.00 LINE PR-A
12
HORIZONTAL SCALE
VERTICAL SCALE
ROAD FILE
DESIGNATION NO.
SURVEY BOOK
CONTRACT
SHEETS
PROJECT NO.
OF
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED: CHECKED:
DRAWN:
TIPPECANOE COUNTY
COUNTY ROAD 600 NORTH
TIPP CO RD 600N
27
NMD
JRF
DLP
NMD
1 2 3 4 5 7 8 9 10 11 12 13 14 15 16 176
G
F
E
D
C
B
A
D e s i g n S e r v i c e s C o r p o r a t i o n
105 NORTH 10TH STREET · LAFAYETTE, INDIANA(765) 742-1900 · [email protected]
www.tbirddesign.com
Engineering · SurveyingEnvironmental · Construction Management
SEC. 19, T24N, R4WTIPPECANOE TWP.TIPPECANOE CO.
SEC. 30, T24N, R4WTIPPECANOE TWP.TIPPECANOE CO.
LEGEND
R 165 lbs/syd QC/QA HMA-SMA, 3, 70, SURFACE, 9.5mm, ON1-1/2" MILLED ASPHALT PAVEMENT
25K
O
MULCHED SEEDING INDOT TYPE R
SAME AS MAINLINE PAVEMENT (K)
220 lbs/syd QC/QA HMA-SMA, 3, 70, SURFACE, 9.5mm, ON275 lbs/syd QC/QA HMA, 3, 64, INTERMEDIATE, 19.0mm, ON495 lbs/syd QC/QA HMA, 3, 64, BASE, 25.0mm, ON
SUBGRADE TREATMENT TYPE IB (CEMENT ONLY)6" COMPACTED AGGREGATE, NO. 53
SS*SS*
SS*SS*
SS*
ST
ST
6659665.19AX FOLP1013 1" CONDUITS COMING UP OUT OF GROUND
S
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
STD
ST ST ST ST ST ST ST
ST
ST
ST
ST
ST
STST
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSS S
S
COUNTY ROAD 600 NORTH
APP
PL
APP
PL
APP
PL
APP
PL
APP
PL
R/W
R/W
R/W
R/W
END CONSTRUCTIONSTATION=100+01.09, "PR-A"OFFSET=0.00NORTHING=1914374.66EASTING=2997591.44
LINE PR-A
SECTION LINESECTION LINE
STA:96+88.11OFF:13.00'L(END SHOULDER)
STA:96+76.64OFF:11.00'L
664.7 M
664.7 M664.9 M
665.2 M
664.9 M
664.98
663663
665
663664
6657'7' 2.75'7'
97+00 98+00 99+00 100+00
PT: 98+08.16 LINE "PR-A"
664.8 M
SIL
VE
RC
RE
EK
D
RIV
E
665
FILE
: P:\2
019\1
9083
Tipp
ecan
oe C
ounty
High
way T
O#2 C
R 60
0 Nor
th\DR
AWIN
GS\P
LANS
\FIN
AL P
LANS
\PLO
T\19
083-
INTE
RSEC
TION
DET
AIL.d
wg -
USE
R: N
ICK
DIGI
ACOM
O -
DAT
E: T
hursd
ay, J
anua
ry 30
, 202
0 1:45
:41 P
M
INTERSECTION DETAILS
1" = 20'
1" = 20'
13
HORIZONTAL SCALE
VERTICAL SCALE
ROAD FILE
DESIGNATION NO.
SURVEY BOOK
CONTRACT
SHEETS
PROJECT NO.
OF
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED: CHECKED:
DRAWN:
TIPPECANOE COUNTY
COUNTY ROAD 600 NORTH
TIPP CO RD 600N
27
NMD
JRF
DLP
NMD
1 2 3 4 5 7 8 9 10 11 12 13 14 15 16 176
G
F
E
D
C
B
A
D e s i g n S e r v i c e s C o r p o r a t i o n
105 NORTH 10TH STREET · LAFAYETTE, INDIANA(765) 742-1900 · [email protected]
www.tbirddesign.com
Engineering · SurveyingEnvironmental · Construction Management
COUNTY ROAD 600 N & SILVERCREEK DRIVE INTERSECTION
FILE
: P:\2
019\1
9083
Tipp
ecan
oe C
ounty
High
way T
O#2 C
R 60
0 Nor
th\DR
AWIN
GS\P
LANS
\FIN
AL P
LANS
\PLO
T\19
083-
EROS
ION
CONT
ROL.d
wg -
USE
R: N
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DIGI
ACOM
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DAT
E: T
hursd
ay, J
anua
ry 30
, 202
0 1:45
:54 P
M
EROSION CONTROL DETAILS
1" = 20'
1" = 20'
SPECIFICATIONS & DETAILS
14
HORIZONTAL SCALE
VERTICAL SCALE
ROAD FILE
DESIGNATION NO.
SURVEY BOOK
CONTRACT
SHEETS
PROJECT NO.
OF
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED: CHECKED:
DRAWN:
TIPPECANOE COUNTY
COUNTY ROAD 600 NORTH
TIPP CO RD 600N
27
NMD
JRF
DLP
NMD
1 2 3 4 5 7 8 9 10 11 12 13 14 15 16 176
G
F
E
D
C
B
A
D e s i g n S e r v i c e s C o r p o r a t i o n
105 NORTH 10TH STREET · LAFAYETTE, INDIANA(765) 742-1900 · [email protected]
www.tbirddesign.com
Engineering · SurveyingEnvironmental · Construction Management
STORMWATER POLLUTION PREVENTION PLAN
STORMWATER POLLUTION PREVENTION PLAN
AS REQUIRED BY TITLE 327, ARTICLE 15, RULE 5, SECTION 7 (B) (6) OF THE INDIANA ADMINISTRATIVECODE:
THE PROJECT SITE OWNER/MANAGER SHALL POST A NOTICE NEAR THE MAIN ENTRANCE OF THEPROJECT SITE. FOR LINEAR PROJECT SITES, SUCH AS A PIPELINE OR HIGHWAY, THE NOTICE MUST BEPLACED IN A PUBLICLY ACCESSIBLE LOCATION NEAR THE PROJECT FIELD OFFICE. THE NOTICE MUST BEMAINTAINED IN A LEGIBLE CONDITION AND CONTAIN THE FOLLOWING INFORMATION:
· A COPY OF THE COMPLETED NOTICE OF INTENT (NOI) LETTER AND NPDES PERMIT NUMBER, WHEREAPPLICABLE.
· NAME, COMPANY NAME, TELEPHONE NUMBER, E-MAIL ADDRESS AND ADDRESS OF THE SITE OWNEROR LOCAL CONTACT PERSON.
· THE LOCATION OF THE CONSTRUCTION DOCUMENTS IF THE SITE DOES NOT HAVE AN ON-SITELOCATION TO STORE THE PLAN.
THE NOI AND REQUIRED INFORMATION FOR THIS PROJECT MUST BE POSTED AS NOTED THROUGHOUTTHE DURATION OF CONSTRUCTION ACTIVITIES UNTIL A NOTICE OF TERMINATION (NOT) HAS BEEN FILED.
ALL CONSTRUCTION ACTIVITY ALONG WITH ANY EROSION CONTROL AND STORM WATER QUALITYMEASURES INSTALLED SHALL BE AS DETAILED AND SPECIFIED IN THE CURRENT INDIANA STORMWATER QUALITY MANUAL. THE INDIANA STORM WATER QUALITY MANUAL, PUBLISHED BY THE INDIANADEPARTMENT OF ENVIRONMENTAL MANAGEMENT, IS HEREBY INCORPORATED INTO THE PROJECTDOCUMENTS BY REFERENCE.
PERSON(S) RESPONSIBLE FOR EROSION & SEDIMENT CONTROL:
COUNTY HIGHWAY DEPARTMENTCONTACT: MIKE SPENCER20 N 3RD STREETLAFAYETTE, IN 47901765-423-9210
SECTION AASSESSMENT OF CONSTRUCTION PLAN ELEMENTS
A1 INDEX SHOWING LOCATIONS OF REQUIRED PLAN ELEMENTSINDEX HEREBY PROVIDED
A2 11 BY 17 INCH PLAT SHOWING BUILDING LOT NUMBERS/BOUNDARIES AND ROADLAYOUT/NAMESPROVIDED BY PLOTTING THE CONSTRUCTION PLANS AT 50% SCALE
A3 NARRATIVE DESCRIBING THE NATURE AND PURPOSE OF THE PROJECTTHE PROJECT IS THE RECONSTRUCTION OF COUNTY ROAD 600 NORTH. THECONSTRUCTION AREA IS APPROXIMATELY 1450 FEET.
A4 VICINITY MAP SHOWING PROJECT LOCATIONVICINITY MAP LOCATED ON SHEET 1 OF THE CONSTRUCTION PLANS.
A5 LEGAL DESCRIPTION OF THE PROJECT SITELOCATED IN SECTIONS 19 & 30, TOWNSHIP 24 NORTH, RANGE 4 WEST, AND SECTIONS 24 &25, TOWNSHIP 24 NORTH, RANGE 5 WEST, TIPPECANOE TOWNSHIP, TIPPECANOE COUNTY,INDIANA. LONGITUDE: 86º55'29.6”W LATITUDE: 40º30'15.2”N
A6 LOCATION OF ALL LOTS AND PROPOSED SITE IMPROVEMENTSREFER TO SHEETS 11-12 FOR LOCATIONS OF ALL PROPOSED SITE IMPROVEMENTS.
A7 HYDROLOGIC UNIT CODE (14 DIGIT)05120108010010
A8 NOTATION OF ANY STATE OR FEDERAL WATER QUALITY PERMITSIDEM RULE 5 PERMIT REQUIRED
A9 SPECIFIC POINTS WHERE STORMWATER DISCHARGE WILL LEAVE THE SITEDISCHARGE FROM THE SITE WILL BE ROUTED TO A TRIBUTARY OF BURNETT CREEK,ULTIMATELY ROUTING TO BURNETT CREEK.
A10 LOCATION AND NAME OF ALL WETLANDS, LAKES, AND WATER COURSES ON ANDADJACENT TO THE SITENONE.
A11 IDENTIFICATION OF ALL RECEIVING WATERS
(SEE A9 ABOVE FOR DISCHARGE LOCATIONS)
BURNETT CREEK
A12 IDENTIFICATION OF POTENTIAL DISCHARGES TO GROUND WATER
THERE ARE NO KNOWN AREAS WHERE STORMWATER MAY BE POTENTIALLY DISCHARGEDTO GROUNDWATER.
A13 100 YEAR FLOODPLAINS, FLOODWAYS, AND FLOODWAY FRINGES
THERE ARE NO FLOODWAY OR FLOODPLAIN LIMITS LOCATED ON THE PROJECT SITE ASSHOWN ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCERATE MAP (FIRM) FOR TIPPECANOE COUNTY, INDIANA AND INCORPORATED AREAS, MAPNUMBER 18157C0045D, EFFECTIVE DATE SEPTEMBER 25, 2009.
A14 PRE-CONSTRUCTION AND POST CONSTRUCTION ESTIMATE OF PEAK DISCHARGE
(SEE A9 ABOVE FOR DISCHARGE LOCATIONS)
PRE-CONSTRUCTION POST-CONSTRUCTION 10YR/100YR (CFS) 10YR/100YR
NA NA
A15 ADJACENT LAND USE, INCLUDING UPSTREAM WATERSHEDTHE ADJACENT LAND USE TO THE WEST IS AGRICULTURAL, TO THE EAST, NORTH ANDSOUTH IS RESIDENTIAL.
A16 LOCATIONS AND APPROXIMATE BOUNDARIES OF ALL DISTURBED AREASTHE LIMITS OF THE PROPOSED DISTURBED AREAS FOR CONSTRUCTION ARE DEPICTED ONSHEETS 15-16.
A17 IDENTIFICATION OF EXISTING VEGETATIVE COVERTHE EXISTING VEGETATIVE COVER ON THE PROJECT SITE CONSISTS OF AGRICULTURALFALLOW.
A18 SOILS MAP INCLUDING SOIL DESCRIPTIONS AND LIMITATIONSREFER TO THIS SHEETS 15-16.
A19 LOCATIONS, SIZE AND DIMENSIONS OF PROPOSED STORMWATER SYSTEMSNONE.
A20 PLANS FOR ANY OFF-SITE CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECTNONE.
A21 LOCATIONS OF PROPOSED SOIL STOCKPILES AND/OR BORROW/DISPOSAL AREASSTOCKPILES & DISPOSAL AREAS ARE PROPOSED FOR THIS PROJECT AS SHOWN SHEETS15-16.
A22 EXISTING SITE TOPOGRAPHY AT AN INTERVAL APPROPRIATE TO INDICATE DRAINAGEPATTERNSREFER TO SHEETS 7-9 OF THE CONSTRUCTION PLANS.
A23 PROPOSED FINAL TOPOGRAPHY AT AN INTERVAL APPROPRIATE TO INDICATE DRAINAGEPATTERNSREFER TO SHEET 11-12 OF THE CONSTRUCTION PLANS.
SECTION BSTORMWATER POLLUTION PREVENTION PLAN -CONSTRUCTION COMPONENT
B1 DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTIONACTIVITIESERODED SOILS AND SEDIMENTS, OILS, GREASES, COOLANTS, PETROLEUM FUELS AND OTHERFLUIDS ASSOCIATED WITH THE OPERATION OF CONSTRUCTION MACHINERY, AND FERTILIZERSASSOCIATED WITH SEEDING AND PLANTING. TEMPORARY EROSION CONTROL MEASURES WILLBE INSTALLED TO MINIMIZE ERODED SOILS FROM ENTERING STORMWATER.
B2 SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION RELATIVE TOLAND DISTURBING ACTIVITIESA SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION IS PROVIDEDON SHEET 15-16.
B3 STABLE CONSTRUCTION ENTRANCE LOCATIONS AND SPECIFICATIONSREFER TO SHEETS 14-16 (SWPP PLAN & DETAILS) OF THE CONSTRUCTION PLANS FOR THELOCATION OF THE CONSTRUCTION ENTRANCE(S) AS WELL AS A DETAIL AND SPECIFICATIONS.
B4 SEDIMENT CONTROL MEASURES FOR SHEET FLOW AREASREFER TO SHEETS 14-16 (SWPP PLAN & DETAILS) OF THE CONSTRUCTION PLANS FORSEDIMENT CONTROL MEASURES FOR SHEET FLOW AREAS..
B5 SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOW AREASREFER TO SHEETS 14-16 (SWPP PLAN & DETAILS) OF THE CONSTRUCTION PLANS FORSEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOW AREAS.
B6 STORM SEWER INLET PROTECTION MEASURE LOCATIONS AND SPECIFICATIONSREFER TO SHEETS 14-16 (SWPP PLAN & DETAILS) OF THE CONSTRUCTION PLANS FOR INLETPROTECTION MEASURE LOCATIONS, DETAILS, AND SPECIFICATIONS.
B7 RUNOFF CONTROL MEASURESREFER TO SHEETS 14-16 (SWPP PLAN & DETAILS) OF THE CONSTRUCTION PLANS FORLOCATIONS, DETAILS, AND SPECIFICATIONS FOR RUNOFF CONTROL MEASURES.
B8 STORM WATER OUTLET PROTECTION SPECIFICATIONSREFER TO SHEETS 14-16 (SWPP PLAN & DETAILS) OF THE CONSTRUCTION PLANS FORLOCATIONS, DETAILS, AND SPECIFICATIONS FOR OUTLET PROTECTION SPECIFICATIONS.
B9 GRADE STABILIZATION STRUCTURE LOCATIONS AND SPECIFICATIONSGRADE STABILIZATION STRUCTURES ARE NOT PROPOSED FOR THIS PROJECT.
B10 LOCATION, DIMENSIONS, SPECIFICATIONS, AND CONSTRUCTION DETAILS OF EACHSTORMWATER QUALITY MEASUREREFER TO SHEET 14-16 (SWPP PLAN & DETAILS) OF THE CONSTRUCTION PLANS FORLOCATIONS, DETAILS, AND SPECIFICATIONS FOR EACH STORMWATER QUALITY MEASURE.
B11 TEMPORARY SURFACE STABILIZATION METHODS APPROPRIATE FOR EACH SEASONREFER TO SHEETS 14-16 (SWPP PLAN & DETAILS) OF THE CONSTRUCTION PLANS FORTEMPORARY SURFACE STABILIZATION METHODS.
B12 PERMANENT SURFACE STABILIZATION SPECIFICATIONSREFER TO SHEETS 14-16 (SWPP PLAN & DETAILS) OF THE CONSTRUCTION PLANS FORPERMANENT STABILIZATION METHODS.
B13 MATERIAL HANDLING AND SPILL PREVENTION PLAN
SPILL PREVENTION AND CONTROL
THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT WILL BE USED TOREDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE OF MATERIALS ANDSUBSTANCES TO STORM WATER RUNOFF.
1. GOOD HOUSEKEEPINGA. SUPERINTENDENT SHALL INSPECT PROJECT AREA DAILY FOR PROPER STORAGE,
USE AND DISPOSAL OF CONSTRUCTION MATERIALSB. STORE ONLY ENOUGH MATERIAL ON SITE FOR PROJECT COMPLETIONC. ALL SUBSTANCES SHOULD BE USED ENTIRELY BEFORE DISPOSAL OF CONTAINERD. ALL CONSTRUCTION MATERIALS STORED SHALL BE ORGANIZED IN THE PROPER
CONTAINER AND IF POSSIBLE, STORED UNDER A ROOF OR PROTECTIVE COVER.E. PRODUCTS SHALL NOT BE MIXED UNLESS DIRECTED BY THE MANUFACTURER.F. ALL PRODUCTS SHALL BE USED AND DISPOSED OF ACCORDING TO THE
MANUFACTURER’S RECOMMENDATIONS.
2. HAZARDOUS PRODUCTSA. ENVIRONMENTAL EMERGENCY CONTACT
TIPPECANOE COUNTY EMERGENCY MANAGEMENT: 765-742-1334DEPARTMENT OF ENVIRONMENTAL MANAGEMENT, OFFICE OF LAND QUALITY, EMERGENCY RESPONSE SECTION: 1-888-233-7745
B. MATERIALS SHOULD BE KEPT IN ORIGINAL CONTAINER WITH LABELS UNLESS THE ORIGINAL CONTAINERS CANNOT BE RESEALED. IF ORIGINAL CONTAINERS CANNOTBE USED, LABELS AND PRODUCT INFORMATION SHALL BE SAVED.
C. PROPER DISPOSAL PRACTICES SHALL ALWAYS BE FOLLOWED IN ACCORDANCE WITH MANUFACTURER AND LOCAL/STATE REGULATIONS.
3. PRODUCT SPECIFIC PRACTICESA. PETROLEUM PRODUCTS MUST BE STORED IN PROPER CONTAINERS AND CLEARLY
LABELED. VEHICLES CONTAINING PETROLEUM PRODUCTS SHALL BE PERIODICALLY INSPECTED FOR LEAKS. PRECAUTIONS SHALL BE TAKEN TO AVOID LEAKAGE OF PETROLEUM PRODUCTS ON SITE.
B. THE MINIMUM AMOUNT OF FERTILIZER SHALL BE USED AND MIXED INTO THE SOIL INORDER TO LIMIT EXPOSURE TO STORM WATER. FERTILIZERS SHALL BE STORED INA COVERED SHED. THE CONTENTS OF ANY PARTIALLY USED BAGS OF FERTILIZER SHALL BE TRANSFERRED TO A SEALABLE PLASTIC BIN TO AVOID SPILLS.
C. PAINT CONTAINERS SHALL BE SEALED AND STORED WHEN NOT IN USE. EXCESS PAINT MUST BE DISPOSED OF IN AN APPROVED MANNER.
D. CONCRETE TRUCKS SHALL NOT BE ALLOWED TO WASH OUT OR DISCHARGE SURPLUS CONCRETE OR DRUM WASH WATER ON THE SITE EXCEPT IN AREA AS DESIGNATED ON PLANS AND CONSTRUCTED BY CONTRACTOR.
SPILL CONTROL PRACTICES
IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT PRACTICES
DISCUSSED IN THE PREVIOUS SECTIONS OF THIS PLAN, THE FOLLOWING PRACTICES SHALL BEFOLLOWED FOR SPILL PREVENTION AND CLEANUP.
1. SPILL CLEANUP INFORMATION SHALL BE POSTED ON SITE TO INFORM EMPLOYEES ABOUT CLEANUP PROCEDURES AND RESOURCES.
2. THE FOLLOWING CLEAN-UP EQUIPMENT MUST BE KEPT ON-SITE NEAR THE MATERIAL STORAGE AREA: GLOVES, MOPS, RAGS, BROOMS, DUST PANS, SAND, SAWDUST, LIQUIDABSORBER, GOGGLES AND TRASH CONTAINERS.
3. ALL SPILLS SHALL BE CLEANED UP AS SOON AS POSSIBLE4. WHEN CLEANING A SPILL, THE AREA SHOULD BE WELL VENTILATED AND THE EMPLOYEE
SHALL WEAR PROPER PROTECTIVE COVERING TO PREVENT INJURY.5. TOXIC SPILLS MUST BE REPORTED TO THE PROPER AUTHORITY REGARDLESS OF THE
SIZE OF THE SPILL.6. AFTER A SPILL, THE PREVENTION PLAN SHALL BE REVIEWED AND CHANGED TO
PREVENT FURTHER SIMILAR SPILLS FROM OCCURRING. THE CAUSE OF THE SPILL, MEASURES TO PREVENT IT, AND HOW TO CLEAN THE SPILL UP SHALL BE RECORDED.
7. THE SUPERINTENDENT SHALL BE THE SPILL PREVENTION AND CLEANUP COORDINATORAND IS RESPONSIBLE FOR THE DAY TO DAY SITE OPERATIONS. THE SUPERINTENDENT ALSO OVERSEES THE SPILL PREVENTION AND CLEANUP PROCEDURES.
8. THE SUPERINTENDENT SHALL ORGANIZE THE TRAINING FOR INSPECTION PROCEDURESAND PROPER EROSION CONTROL METHODS FOR EMPLOYEES THAT COMPLETE INSPECTIONS.
B14 MONITORING AND MAINTENANCE GUIDELINES FOR EACH PROPOSED STORMWATER QUALITYMEASURENONE.
B15 EROSION & SEDIMENT CONTROL SPECIFICATIONS FOR INDIVIDUAL LOTSNONE
SECTION CSTORMWATER POLLUTION PREVENTION PLAN -POST CONSTRUCTION COMPONENT
C1 DESCRIPTION OF POLLUTANTS AND THEIR SOURCES ASSOCIATED WITH THE PROPOSED LANDUSESILT AND SEDIMENT FROM EXPOSED SOILS, LEAVES, MULCH AND VEHICULAR SOURCES SUCHAS LEAKING FUEL OR OIL, BRAKE FLUID, BRAKE DUST, GREASE, ANTIFREEZE, METALS, RUBBERFRAGMENTS, ROAD GRIT, SALTS AND SANDS, CONSTRUCTION TRASH AND DEBRIS,FERTILIZERS, HOUSEHOLD ITEMS INCLUDING BUT NOT LIMITED TO CLEANING AGENTS,CHEMICALS, PAINT, MISCELLANEOUS HOME IMPROVEMENT MATERIALS, TOYS, CLOTHING ANDANIMAL WASTE, ELEVATED STORM RUNOFF TEMPERATURES, ACID RAIN PESTICIDES ANDPATHOGENS.
C2 SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATIONNONE.
C3 DESCRIPTION OF PROPOSED POST CONSTRUCTION STORMWATER QUALITY MEASURESNONE
C4 LOCATION, DIMENSIONS, SPECIFICATIONS, AND CONSTRUCTION DETAILS OF EACHSTORMWATER QUALITY MEASURENONE
C5 DESCRIPTION OF MAINTENANCE GUIDELINES FOR POST CONSTRUCTION STORMWATERQUALITY MEASURESNONE
SECTION "A-A"
A
PLAN
A
PUBL
IC R
OAD
NTSTEMPORARY CONSTRUCTION ENTRANCE
12'(MIN)
50' (MIN)
GEOTEXTILE FABRICUNDERLINER
# 2 AGGREGATE
DIVERSION RIDGE(3:1 SIDES) 50' (MIN)
15'
8"2% GRADE
FILTERFABRIC
PUBLICROAD
12" AGGREGATE
TOPSOILSTOCKPILE
NTSTOPSOIL STOCKPILE
SILTFENCE
SILT FENCE TO EXTEND AROUND ENTIRE PERIMETEROF TOPSOIL STOCKPILE, OR TO EXTEND AROUNDDOWNSTREAM PORTION IF STOCKPILE IS ON SLOPE.
5' TYP
ORIGINAL GROUND SURFACE
NOTES:
1. ROCK DAM SHALL BE FORMED IN A HORSESHOE SHAPE AROUND THE PROPOSED INLET PIPE.
2. SIDE SLOPES ON DAM SHALL BE FORMED TO THE EXISTING POND EMBANKMENT.
3. ROCK APRON KEYWAY SHALL BE FORMED ON THE SPILL WAY SIDE OF THE DAM, BETWEEN THE TOE OF THESPILLWAY AND THE PIPE INLET.
4. UPSTREAM GRAVEL FACING SHALL BE PLACED IN ACCORDANCE WITH SECTION 904.02 OF THE INDIANADEPARTMENT OF TRANSPORTATION 1999 STANDARD SPECIFICATIONS.
ROCK APRONKEYWAY AT TOE
OF SLOPE
PLAN VIEW
"A
"
UPSTREAM FACE12" (MIN) INDOTCA # 5 GRAVEL
2' (MIN)CREST WIDTH
1' (MIN)
HEIGHT AS NECESSARYSUCH THAT ROCK DAMSPILLWAY ELEVATIONIS AT OR NEAR TOP OF
PROPOSED OUTLET PIPE
18" (MIN)
SECTION "A" (PROFILE VIEW)
PROPOSED PONDOUTLET PIPE
NTSCULVERT ROCK DAM
CREST OF EARTHENPOND EMBANKMENT
SIDE SLOPES FORMED TOPROTECT POND EMBANKMENT
PROPOSED PONDOUTLET PIPE
SIDE SLOPES FORMED TOPROTECT POND EMBANKMENT
SIDE SLOPES FORMEDTO PROTECT POND EMBANKMENT
TOE OF POND EMBANKMENT
3:1 (MAX) SLOPE
2' (MIN) TOP WIDTH
2:1 (MAX) SLOPE
EXISTING POND EMBANKMENT
3:1 (MAX) SLOPE
ROCK APRON KEYWAYAT TOE OF SLOPE
RIPRAPFILTER FABRICEXISTING GRADE
2:1 (MAX) SLOPE
2" X 2" X 36" HARDWOOD STAKED AT 2' ON CENTEREACH SIDE SECURE WITH 1/4" Ø NYLON ROPE
5 LB/CU FT COIR LOG WITH POLYOR COIR NET FOR SEDIMENT CONTROL
COIR LOG SEDIMENT CONTROL
NTS
END VIEW
TOP VIEW
CLEA
N W
ATER
SEDI
MENT
6531672.68MX8"X8" STEEL PLATE IN CONCRETE ELEV 672.705' WROTE IN MARKER ON PLATE
ST*ST*
COUNTY ROAD 600 NORTH
APP
PL
40' R/W
40' R/W
40' R/W
R/W
LINE PR-A
SECTION LINE
TmA
Du
COIR LOG (TYP.)
COIR LOG (TYP.)
STA EQ:PC STA: 87+18.57 LINE "PR-A" AH =POT STA: 87+18.57 "LINE A" BK
BEGIN CONSTRUCTIONSTATION=86+50.00, "PR-A"
OFFSET=0.00NORTHING=1914462.69
EASTING=2996245.38
675
673674
86+0087+00 88+00
89+00
90+00
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
TEMPORARY SOILSTOCKPILE
CONSTRUCTION ENTRANCE
MA
TC
H LIN
E A
T S
TA
TIO
N - 90+00.00
6000670.60AX
101669.40MDSK
ST*
ST*
ST*
COUNTY ROAD 600 NORTH
APP PL
APP
PL
APP
PL
APP
PL
APP
PLAPP
PLAPP
PL
APP
PL
APP
PL
APP
PL
APP
PL
R/W
R/W
R/W
R/W
R/WR/W
R/W
LINE PR-A
SECTION LINE
SECTION LINE
SECTION LINE
TmA
Du
COIR LOG (TYP.)
COIR LOG (TYP.)
670667668
669
671672
90+00 91+0092+00
93+00 94+00 95+00
96+00
PRC: 92+42.01 LINE "PR-A"
670
667668
669
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
STAGING AREA ANDMATERIAL LOCATION
MA
TC
H L
IN
E A
T S
TA
TIO
N - 9
0+0
0.0
0
MA
TC
H LIN
E A
T S
TA
TIO
N - 96+00.00
FILE
: P:\2
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9083
Tipp
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High
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O#2 C
R 60
0 Nor
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AWIN
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\FIN
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\PLO
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EROSION CONTROL DETAILS
1" = 20'
1" = 20'
STA 84+00.00 LINE PR-A TO STA 96+00.00 LINE PR-A
15
HORIZONTAL SCALE
VERTICAL SCALE
ROAD FILE
DESIGNATION NO.
SURVEY BOOK
CONTRACT
SHEETS
PROJECT NO.
OF
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED: CHECKED:
DRAWN:
TIPPECANOE COUNTY
COUNTY ROAD 600 NORTH
TIPP CO RD 600N
27
NMD
JRF
DLP
NMD
1 2 3 4 5 7 8 9 10 11 12 13 14 15 16 176
G
F
E
D
C
B
A
D e s i g n S e r v i c e s C o r p o r a t i o n
105 NORTH 10TH STREET · LAFAYETTE, INDIANA(765) 742-1900 · [email protected]
www.tbirddesign.com
Engineering · SurveyingEnvironmental · Construction Management
SEC. 25, T24N, R5WWABASH TWP.
TIPPECANOE CO.
SEC. 24, T24N, R5WTIPPECANOE TWP.TIPPECANOE CO.
SEC. 19, T24N, R4WTIPPECANOW TWP.TIPPECANOE CO.
SEC. 30, T24N, R4WTIPPECANOE TWP.TIPPECANOE CO.
SEC. 25, T24N, R5WWABASH TWP.
TIPPECANOE CO.
SEC. 24, T24N, R5WTIPPECANOE TWP.TIPPECANOE CO.
SOIL INDEX
SOIL
NAME
SOIL DESCRIPTION
HYDROLOGIC
SOIL GROUP
Du DRUMMER SOILS B/D
TmA TORONTO-MILLBROOK COMPLEX, 0 TO 2 PERCENT SLOPES B/D
ST
ST
6659665.19AX FOLP1013 1" CONDUITS COMING UP OUT OF GROUND
STD
ST ST ST ST ST ST ST
ST
ST
ST
ST
ST
STST
ST
COUNTY ROAD 600 NORTH
APP
PL
APP
PL
APP
PL
APP
PL
APP
PL
APP
PLAPP
PL
R/W
R/W
R/W
R/W
R/W
R/W
R/WR/W
LINE PR-A
SECTION LINESECTION LINE
TmA
Du
COIR LOG (TYP.)
COIR LOG (TYP.)END CONSTRUCTIONSTATION=100+01.09, "PR-A"OFFSET=0.00NORTHING=1914374.66EASTING=2997591.44STA:96+88.11
OFF:13.00'L(END SHOULDER)
STA:96+76.64OFF:11.00'L
666
667
665
665
664
95+00
96+0097+00 98+00 99+00 100+00 101+00
PT: 98+08.16 LINE "PR-A"
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
SIL
VE
RC
RE
EK
D
RIV
E
CULVERT ROCK DAM
CONSTRUCTION ENTRANCE
MA
TC
H L
IN
E A
T S
TA
TIO
N - 9
6+0
0.0
0
FILE
: P:\2
019\1
9083
Tipp
ecan
oe C
ounty
High
way T
O#2 C
R 60
0 Nor
th\DR
AWIN
GS\P
LANS
\FIN
AL P
LANS
\PLO
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083-
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CONT
ROL.d
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, 202
0 1:46
:01 P
M
EROSION CONTROL DETAILS
1" = 20'
1" = 20'
STA 96+00.00 LINE PR-A TO STA 100+00.00 LINE PR-A
16
HORIZONTAL SCALE
VERTICAL SCALE
ROAD FILE
DESIGNATION NO.
SURVEY BOOK
CONTRACT
SHEETS
PROJECT NO.
OF
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED: CHECKED:
DRAWN:
TIPPECANOE COUNTY
COUNTY ROAD 600 NORTH
TIPP CO RD 600N
27
NMD
JRF
DLP
NMD
1 2 3 4 5 7 8 9 10 11 12 13 14 15 16 176
G
F
E
D
C
B
A
D e s i g n S e r v i c e s C o r p o r a t i o n
105 NORTH 10TH STREET · LAFAYETTE, INDIANA(765) 742-1900 · [email protected]
www.tbirddesign.com
Engineering · SurveyingEnvironmental · Construction Management
SEC. 19, T24N, R4WTIPPECANOE TWP.TIPPECANOE CO.
SEC. 30, T24N, R4WTIPPECANOE TWP.TIPPECANOE CO.
SOIL INDEX
SOIL
NAME
SOIL DESCRIPTION
HYDROLOGIC
SOIL GROUP
Du DRUMMER SOILS B/D
TmA TORONTO-MILLBROOK COMPLEX, 0 TO 2 PERCENT SLOPES B/D
86+00 87+00 88+0089+00
90+00
1
12
STA:84+50.00W1-4R (30" X 30")W13-1P (24" X 24")
STA:85+50.00OFF:10.00'L
STA:86+50.00OFF:10.00'R
STA:85+50.00OFF:0.00'
STA:85+50.00OFF:9.10'R
6000670.60AX
90+00
91+00
92+00
93+00
94+00
95+00
96+00
1
12
HORIZONTAL SCALE
VERTICAL SCALE
ROAD FILE
DESIGNATION NO.
SURVEY BOOK
CONTRACT
SHEETS
PROJECT NO.
OF
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED: CHECKED:
DRAWN:
TIPPECANOE COUNTY
COUNTY ROAD 600 NORTH
TIPP CO RD 600N
27
NMD
JRF
DLP
NMD
1 2 3 4 5 7 8 9 10 11 12 13 14 15 16 176
G
F
E
D
C
B
A
D e s i g n S e r v i c e s C o r p o r a t i o n
105 NORTH 10TH STREET · LAFAYETTE, INDIANA(765) 742-1900 · [email protected]
www.tbirddesign.com
Engineering · SurveyingEnvironmental · Construction ManagementFI
LE: P
:\201
9\190
83 T
ippec
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Cou
nty H
ighwa
y TO#
2 CR
600 N
orth\
DRAW
INGS
\PLA
NS\F
INAL
PLA
NS\P
LOT\
1908
3-PV
MT M
ARKI
NG.dw
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USE
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, 202
0 1:46
:12 P
M
SIGNS & PAVEMENT
MARKINGS
1" = 20'
17
PAVEMENT MARKING
1 LINE, PAINT, SOLID WHITE, 4-IN
2 LINE, PAINT, SOLID YELLOW, 4-IN
X
6659665.19AX FOLP1013 1" CONDUITS COMING UP OUT OF GROUND
6781664.09AX+/- 10' DIA BOULDER
96+0097+00 98+00 99+00 100+00
STA: 101+50W1-4R
W13-1P
STA:97+00.00OFF:21.00'R
SCHOOL ZONE SIGNRE-INSTALLED
1
12
STA:96+71.70OFF:10.00'L
STA:98+80.00OFF:10.00'R
STA:100+01.09OFF:0.00'
STA:100+01.09OFF:9.28'R
STA:98+60.00OFF:0.00'
STA:97+75.00OFF:0.00'
1
2
STA:98+66.14OFF:13.64'R
MAILBOXRE-INSTALLED
HORIZONTAL SCALE
VERTICAL SCALE
ROAD FILE
DESIGNATION NO.
SURVEY BOOK
CONTRACT
SHEETS
PROJECT NO.
OF
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED: CHECKED:
DRAWN:
TIPPECANOE COUNTY
COUNTY ROAD 600 NORTH
TIPP CO RD 600N
27
NMD
JRF
DLP
NMD
1 2 3 4 5 7 8 9 10 11 12 13 14 15 16 176
G
F
E
D
C
B
A
D e s i g n S e r v i c e s C o r p o r a t i o n
105 NORTH 10TH STREET · LAFAYETTE, INDIANA(765) 742-1900 · [email protected]
www.tbirddesign.com
Engineering · SurveyingEnvironmental · Construction ManagementFI
LE: P
:\201
9\190
83 T
ippec
anoe
Cou
nty H
ighwa
y TO#
2 CR
600 N
orth\
DRAW
INGS
\PLA
NS\F
INAL
PLA
NS\P
LOT\
1908
3-PV
MT M
ARKI
NG.dw
g -
USE
R: N
ICK
DIGI
ACOM
O -
DAT
E: T
hursd
ay, J
anua
ry 30
, 202
0 1:46
:16 P
M
SIGNS & PAVEMENT
MARKINGS
1" = 20'
18
PAVEMENT MARKING
1 LINE, PAINT, SOLID WHITE, 4-IN
2 LINE, PAINT, SOLID YELLOW, 4-IN
X
HORIZONTAL SCALE
VERTICAL SCALE
ROAD FILE
DESIGNATION NO.
SURVEY BOOK
CONTRACT
SHEETS
PROJECT NO.
OF
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED: CHECKED:
DRAWN:
TIPPECANOE COUNTY
COUNTY ROAD 600 NORTH
TIPP CO RD 600N
27
NMD
JRF
DLP
NMD
1 2 3 4 5 7 8 9 10 11 12 13 14 15 16 176
G
F
E
D
C
B
A
D e s i g n S e r v i c e s C o r p o r a t i o n
105 NORTH 10TH STREET · LAFAYETTE, INDIANA(765) 742-1900 · [email protected]
www.tbirddesign.com
Engineering · SurveyingEnvironmental · Construction ManagementFI
LE: P
:\201
9\190
83 T
ippec
anoe
Cou
nty H
ighwa
y TO#
2 CR
600 N
orth\
DRAW
INGS
\PLA
NS\F
INAL
PLA
NS\P
LOT\
1908
3-TA
BLES
.dwg
- U
SER:
NIC
K DI
GIAC
OMO
- D
ATE:
Thu
rsday
, Jan
uary
30, 2
020 1
:46:23
PM
SUMMARY SHEET
N/A
N/A
19
PAVEMENT QUANTITIES AND APPROACH TABLE
LOCATION DESCRIPTION (APPROACH TYPE OR CLASS) WID
TH
LENG
TH
RADI
I
GRAD
E EXCAVATION
HMA FOR OVERLAY HMA FOR MAINLINE
ASPH
ALT
MATE
RIAL
FOR
TAC
KCO
AT
COMPACTED AGGREGATEFOR BASE NO. 53
SUBGRADETREATMENT
"HMA
MILL
ING
1 1/2"
" DEP
TH"
"JOINTADHESIVE"
"LIQ
UID
ASPH
ALT
SEAL
ANT"
REMARKSSURF
ACE
TYPE
B
INTE
RMD
TYPE
B
BASE
TYP
E B
QC/Q
A-HM
ASU
RFAC
E TY
PEK
QC/Q
A-HM
AIN
TERM
D TY
PEK
QC/Q
A-HM
ABA
SE T
YPE
K
TYPE
IB
TYPE
III
SURF
ACE
INTE
RMED
IATE
LBS PER SYD LBS PER SYD DEPTH
CUT FILL 165 275 385 495 660 220 275 495 6 IN 10 IN 12 IN
FT FT FT % CYS CYS TONS TONS TONS TONS TONS TONS TONS SYS TONS TONS TONS SYS SYS LFT
STA 85+30.00 TO 85+50.00 "PR-A" MAINLINE RESURFACING 20.0 20.0 4 44 44
STA 85+50.00 TO 98+08.16 "PR-A" MAINLINE RECONSTRUCTION 26.0 1258.0 409 511 920 3635 970 3635 3774 1258 3774
STA 98+08.16 TO 100+01.09 "PR-A" MAINLINE RESURFACING 20.0 193.0 37 437 437
STA 98+08.16 TO 98+80 "PR-A" LANE AND SHOULDER RECONSTRUCTION 4.0 72 4 5 8 32 9
STA 98+14.88 "PR-A" SILVERCREEK DRIVE 324.0 7.0 19 222 222 7' MILL & OVERLAY
STA 98+91.0 "PR-A" PRIVATE DRIVE 0 0 EXISTING DRIVE (NO CHANGE)
STA. 99+53.0 PRIVATE DRIVE 0.0 0.0 EXISTING DRIVE (NO CHANGE)
SHEET SIGN & POST SUMMARY
SIGN POST
REMARKS"PLAN SHEET
NO. /
LINE"
"SIGN
LOCATION
(STA.)"
SIGN CODE
"SIGN SIZE
(IN. x IN.)"
ENCAPSULATED LENS
METAL THICKNESS AND
SIGN AREA (SQ. FT.)
U CHANNEL
TYPE A
POST LENGTH (FT.)
0.080" 0.100" 0.125"
1 2 TOTAL
17 / "A" 84+50.00 W1-4R 30 X 30 6.25 REVERSE CURVE
17 / "A" 84+50.00 W13-1P 24 X 24 4.00 ADVISORY SPEED
18 / "PR-A" 97+00 EXISTING EXISTING EX EXISTING SCHOOL SIGN RE-INSTALLED
18 / "A" 101+50.00 W1-4R 30 X 30 6.25 REVERSE CURVE
18 / "A" 101+50.00 W13-1P 24 X 24 4.00 ADVISORY SPEED
PAVEMENT MARKINGS SUMMARY OF QUANTITIES
LOCATION
LEFT
CENT
ER
RIGH
T
LINE PAINT
SOLID SOLID BROKEN
WHITE YELLOW YELLOW
FROM TO 4 in 4 in 4 in
STATION STATION ft ft ft
85+50 96+71.70 X 1,121.70
85+50 97+75.00 X 1,225
85+50 100+01.09 X 1,451.09
98+60.00 100+01.09 X 141.09
MAILBOX APPROACHES
LT./RT. C/L BOX STATION DESCRIPTION"WIDTH
(FT)"ASSEMBLY REQ'D
SINGLE DOUBLE
RT. 98+66 MAILBOX RE-INSTALL 1
TOTALS 1
MONUMENT TABLE
STATION & LINE DESCRIPTION MONUMENT TYPE
86+50.00 "PR-A" BEGIN PROJECT B
87+18.57 "PR-A" P.C. B
92+42.01 "PR-A" P.R.C. B
98+08.16 "PR-A" P.T. B
100+01.09 "PR-A" END PROJECT B
TOTAL 5
85+50.00
670
675
680
685
670
675
680
685
OFF:
0.00
ELEV
: 675
.35
OFF:
9.10
ELEV
: 675
.11
OFF:
19.09
ELEV
: 673
.47OFF:
0.00
ELEV
: 675
.35
OFF:
-11.0
7EL
EV: 6
75.08
OFF:
-21.0
0EL
EV: 6
73.08
-2.64% -14.14% -14.14%-17.66% 21.35%
-2.43%-11.57%-17.53%
-23.82%9.86%
86+00.00
670
675
680
685
670
675
680
685
OFF:
0.00
ELEV
: 675
.59
OFF:
10.05
ELEV
: 675
.29
OFF:
19.28
ELEV
: 673
.85OFF:
0.00
ELEV
: 675
.59
OFF:
-11.0
3EL
EV: 6
75.30
OFF:
-21.5
5EL
EV: 6
73.35
-2.97% -8.21% -5.80%-21.14% 17.93%
-2.64%-6.65%-10.22%
-24.60%7.00%
86+50.00
670
675
680
685
670
675
680
685
OFF:
0.00
ELEV
: 675
.73
OFF:
10.99
ELEV
: 675
.48
OFF:
19.46
ELEV
: 674
.24
OFF:
0.00
ELEV
: 675
.73
OFF:
10.99
ELEV
: 675
.48
OFF:
19.46
ELEV
: 674
.24
OFF:
0.00
ELEV
: 675
.73
OFF:
-11.0
0EL
EV: 6
75.52
OFF:
-22.1
0EL
EV: 6
73.63 OF
F: 0.
00EL
EV: 6
75.73
OFF:
-11.0
0EL
EV: 6
75.52
OFF:
-22.1
0EL
EV: 6
73.63
-2.31% -2.31% 0.78%-26.07% 10.07%
-2.31% -2.31% 0.78%-26.07% 10.07%
-1.90%-1.90%-2.92%
-25.27%3.22%
-1.90%-1.90%-2.92%
-25.27%3.22%
87+00.00
670
675
680
685
670
675
680
685
OFF:
0.00
ELEV
: 675
.65
OFF:
11.00
ELEV
: 675
.43
OFF:
20.60
ELEV
: 673
.89OFF:
0.00
ELEV
: 675
.65
OFF:
-11.0
0EL
EV: 6
75.71
OFF:
-24.4
5EL
EV: 6
73.27
-2.00% -3.29% -4.00%-25.00%
15.79%
0.55%-0.18%-4.00%
-25.00%
10.71%
50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50
50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50
50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50
50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50
RIGH
T-OF
-WAY
RIGH
T-OF
-WAY
RIGH
T-OF
-WAY
RIGH
T-OF
-WAY
RIGH
T-OF
-WAY
RIGH
T-OF
-WAY
RIGH
T-OF
-WAY
RIGH
T-OF
-WAY
EXISTING GASEXISTING COMMUNICATION
EXISTING GAS
EXISTING GAS
EXISTING GAS
EXISTING COMMUNICATION
EXISTING COMMUNICATION
EXISTING COMMUNICATION
HORIZONTAL SCALE
VERTICAL SCALE
ROAD FILE
DESIGNATION NO.
SURVEY BOOK
CONTRACT
SHEETS
PROJECT NO.
OF
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED: CHECKED:
DRAWN:
TIPPECANOE COUNTY
COUNTY ROAD 600 NORTH
TIPP CO RD 600N
27
NMD
JRF
DLP
NMD
1 2 3 4 5 7 8 9 10 11 12 13 14 15 16 176
G
F
E
D
C
B
A
D e s i g n S e r v i c e s C o r p o r a t i o n
105 NORTH 10TH STREET · LAFAYETTE, INDIANA(765) 742-1900 · [email protected]
www.tbirddesign.com
Engineering · SurveyingEnvironmental · Construction ManagementFI
LE: P
:\201
9\190
83 T
ippec
anoe
Cou
nty H
ighwa
y TO#
2 CR
600 N
orth\
DRAW
INGS
\PLA
NS\F
INAL
PLA
NS\P
LOT\
1908
3-RO
AD S
ECTI
ONS.
dwg
- U
SER:
NIC
K DI
GIAC
OMO
- D
ATE:
Thu
rsday
, Jan
uary
30, 2
020 1
:46:44
PM
CROSS SECTIONS
1" = 10'
1" = 10'
SECTION SHEET - (17)
20
87+50.00
670
675
680
685
670
675
680
685
OFF:
0.00
ELEV
: 675
.37
OFF:
11.00
ELEV
: 675
.15
OFF:
21.84
ELEV
: 673
.32OFF:
0.00
ELEV
: 675
.37
OFF:
-11.0
0EL
EV: 6
75.58
OFF:
-26.3
0EL
EV: 6
72.72
-2.00% -2.03% -4.00%-25.00%
33.00%
1.97%1.96%-4.00%
-25.00%33.00%
88+00.00
665
670
675
680
665
670
675
680
OFF:
0.00
ELEV
: 674
.86
OFF:
11.00
ELEV
: 674
.64
OFF:
22.13
ELEV
: 672
.74OFF:
0.00
ELEV
: 674
.86
OFF:
-11.0
0EL
EV: 6
75.08
OFF:
-26.5
2EL
EV: 6
72.16 -2.00% -2.00% -4.00%
-25.00%33.00%
2.00%2.00%-4.00%
-25.00%33.00%
88+50.00
665
670
675
680
665
670
675
680
OFF:
0.00
ELEV
: 674
.26
OFF:
11.00
ELEV
: 674
.04
OFF:
21.98
ELEV
: 672
.17OFF:
0.00
ELEV
: 674
.26
OFF:
-11.0
0EL
EV: 6
74.48
OFF:
-26.2
9EL
EV: 6
71.61
-2.00% -2.00% -4.00%-25.00%
33.00%
2.00%2.00%-4.00%
-25.00%33.00%
89+00.00
665
670
675
680
665
670
675
680
OFF:
0.00
ELEV
: 673
.65
OFF:
11.00
ELEV
: 673
.43
OFF:
21.83
ELEV
: 671
.60OFF:
0.00
ELEV
: 673
.65
OFF:
-11.0
0EL
EV: 6
73.87
OFF:
-26.0
5EL
EV: 6
71.06
-2.00% -2.00% -4.00%-25.00%
33.00%
2.00%2.00%-4.00%
-25.00%33.00%
50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50
50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50
50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50
50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50
RIGH
T-OF
-WAY
RIGH
T-OF
-WAY
RIGH
T-OF
-WAY
RIGH
T-OF
-WAY
RIGH
T-OF
-WAY
RIGH
T-OF
-WAY
RIGH
T-OF
-WAY
RIGH
T-OF
-WAY
EXISTING GAS
EXISTING GAS
EXISTING GAS
EXISTING GAS
EXISTING COMMUNICATION
EXISTING COMMUNICATION
EXISTING COMMUNICATION
EXISTING COMMUNICATION
HORIZONTAL SCALE
VERTICAL SCALE
ROAD FILE
DESIGNATION NO.
SURVEY BOOK
CONTRACT
SHEETS
PROJECT NO.
OF
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED: CHECKED:
DRAWN:
TIPPECANOE COUNTY
COUNTY ROAD 600 NORTH
TIPP CO RD 600N
27
NMD
JRF
DLP
NMD
1 2 3 4 5 7 8 9 10 11 12 13 14 15 16 176
G
F
E
D
C
B
A
D e s i g n S e r v i c e s C o r p o r a t i o n
105 NORTH 10TH STREET · LAFAYETTE, INDIANA(765) 742-1900 · [email protected]
www.tbirddesign.com
Engineering · SurveyingEnvironmental · Construction ManagementFI
LE: P
:\201
9\190
83 T
ippec
anoe
Cou
nty H
ighwa
y TO#
2 CR
600 N
orth\
DRAW
INGS
\PLA
NS\F
INAL
PLA
NS\P
LOT\
1908
3-RO
AD S
ECTI
ONS.
dwg
- U
SER:
NIC
K DI
GIAC
OMO
- D
ATE:
Thu
rsday
, Jan
uary
30, 2
020 1
:46:49
PM
CROSS SECTIONS
1" = 10'
1" = 10'
SECTION SHEET - (18)
21
89+50.00
665
670
675
680
665
670
675
680
OFF:
0.00
ELEV
: 673
.04
OFF:
11.00
ELEV
: 672
.82
OFF:
21.68
ELEV
: 671
.03OFF:
0.00
ELEV
: 673
.04
OFF:
-11.0
0EL
EV: 6
73.26
OFF:
-25.8
2EL
EV: 6
70.51
-2.00% -2.00% -4.00%-25.00%
33.00%
2.00%2.00%-4.00%
-25.00%33.00%
90+00.00
665
670
675
680
665
670
675
680
OFF:
0.00
ELEV
: 672
.43
OFF:
11.00
ELEV
: 672
.21
OFF:
21.53
ELEV
: 670
.45OFF:
0.00
ELEV
: 672
.43
OFF:
-11.0
0EL
EV: 6
72.65
OFF:
-25.5
8EL
EV: 6
69.96
-2.00% -2.00% -4.00%-25.00%
33.00%
2.00%2.00%-4.00%
-25.00%33.00%
90+50.00
665
670
675
680
665
670
675
680
OFF:
0.00
ELEV
: 671
.82
OFF:
11.00
ELEV
: 671
.60
OFF:
21.38
ELEV
: 669
.88OFF:
0.00
ELEV
: 671
.82
OFF:
-11.0
0EL
EV: 6
72.04
OFF:
-25.3
5EL
EV: 6
69.41
-2.00% -2.00% -4.00%-25.00%
33.00%
2.00%2.00%-4.00%
-25.00%33.00%
91+00.00
665
670
675
680
665
670
675
680
OFF:
0.00
ELEV
: 671
.21
OFF:
11.00
ELEV
: 670
.99
OFF:
21.24
ELEV
: 669
.31OFF:
0.00
ELEV
: 671
.21
OFF:
-11.0
0EL
EV: 6
71.43
OFF:
-25.1
1EL
EV: 6
68.86
-2.00% -2.00% -4.00%-25.00%
33.00%
2.00%2.00%-4.00%
-25.00%33.00%
50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50
50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50
50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50
50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50
RIGH
T-OF
-WAY
RIGH
T-OF
-WAY
RIGH
T-OF
-WAY
RIGH
T-OF
-WAY
RIGH
T-OF
-WAY
RIGH
T-OF
-WAY
EXISTING GAS
EXISTING GAS
EXISTING GAS
EXISTING GAS
EXISTING COMMUNICATION
EXISTING COMMUNICATION
EXISTING COMMUNICATION
EXISTING COMMUNICATION
HORIZONTAL SCALE
VERTICAL SCALE
ROAD FILE
DESIGNATION NO.
SURVEY BOOK
CONTRACT
SHEETS
PROJECT NO.
OF
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED: CHECKED:
DRAWN:
TIPPECANOE COUNTY
COUNTY ROAD 600 NORTH
TIPP CO RD 600N
27
NMD
JRF
DLP
NMD
1 2 3 4 5 7 8 9 10 11 12 13 14 15 16 176
G
F
E
D
C
B
A
D e s i g n S e r v i c e s C o r p o r a t i o n
105 NORTH 10TH STREET · LAFAYETTE, INDIANA(765) 742-1900 · [email protected]
www.tbirddesign.com
Engineering · SurveyingEnvironmental · Construction ManagementFI
LE: P
:\201
9\190
83 T
ippec
anoe
Cou
nty H
ighwa
y TO#
2 CR
600 N
orth\
DRAW
INGS
\PLA
NS\F
INAL
PLA
NS\P
LOT\
1908
3-RO
AD S
ECTI
ONS.
dwg
- U
SER:
NIC
K DI
GIAC
OMO
- D
ATE:
Thu
rsday
, Jan
uary
30, 2
020 1
:46:54
PM
CROSS SECTIONS
1" = 10'
1" = 10'
SECTION SHEET - (19)
22
91+50.00
665
670
675
680
665
670
675
680
OFF:
0.00
ELEV
: 670
.60
OFF:
11.00
ELEV
: 670
.38
OFF:
21.09
ELEV
: 668
.74OFF:
0.00
ELEV
: 670
.60
OFF:
-11.0
0EL
EV: 6
70.82
OFF:
-24.8
8EL
EV: 6
68.31
-2.00% -2.00% -4.00%-25.00%
33.00%
2.00%2.00%-4.00%
-25.00%33.00%
92+00.00
665
670
675
680
665
670
675
680
OFF:
0.00
ELEV
: 669
.99
OFF:
11.00
ELEV
: 669
.80
OFF:
21.10
ELEV
: 668
.16OFF:
0.00
ELEV
: 669
.99
OFF:
-11.0
0EL
EV: 6
70.17
OFF:
-24.4
8EL
EV: 6
67.76
-1.69% -1.69% -4.00%-25.00% 33.00%
1.69%1.69%-4.00%
-25.00%33.00%
92+50.00
660
665
670
675
660
665
670
675
OFF:
0.00
ELEV
: 669
.38
OFF:
11.00
ELEV
: 669
.42
OFF:
22.04
ELEV
: 667
.59OFF:
0.00
ELEV
: 669
.38
OFF:
-11.0
0EL
EV: 6
69.33
OFF:
-23.1
6EL
EV: 6
67.20
0.41% 0.41% -4.00%-25.00% 33.00%
-0.41%-0.41%-4.00%
-25.00%33.00%
93+00.00
660
665
670
675
660
665
670
675
OFF:
0.00
ELEV
: 668
.80
OFF:
11.00
ELEV
: 669
.02
OFF:
22.83
ELEV
: 667
.02OFF:
0.00
ELEV
: 668
.80
OFF:
-11.0
0EL
EV: 6
68.59
OFF:
-22.2
6EL
EV: 6
66.65
1.95% 1.95% -4.00%-25.00% 33.00%
-1.95%-1.95%-4.00%
-25.00%
33.00%
50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50
50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50
50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50
50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50
RIGH
T-OF
-WAY
RIGH
T-OF
-WAY
RIGH
T-OF
-WAY
RIGH
T-OF
-WAY
RIGH
T-OF
-WAY
RIGH
T-OF
-WAY
RIGH
T-OF
-WAY
RIGH
T-OF
-WAY
EXISTING GAS
EXISTING GAS
EXISTING GAS
EXISTING GAS
EXISTING COMMUNICATION
EXISTING COMMUNICATION
EXISTING COMMUNICATION
EXISTING COMMUNICATION
HORIZONTAL SCALE
VERTICAL SCALE
ROAD FILE
DESIGNATION NO.
SURVEY BOOK
CONTRACT
SHEETS
PROJECT NO.
OF
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED: CHECKED:
DRAWN:
TIPPECANOE COUNTY
COUNTY ROAD 600 NORTH
TIPP CO RD 600N
27
NMD
JRF
DLP
NMD
1 2 3 4 5 7 8 9 10 11 12 13 14 15 16 176
G
F
E
D
C
B
A
D e s i g n S e r v i c e s C o r p o r a t i o n
105 NORTH 10TH STREET · LAFAYETTE, INDIANA(765) 742-1900 · [email protected]
www.tbirddesign.com
Engineering · SurveyingEnvironmental · Construction ManagementFI
LE: P
:\201
9\190
83 T
ippec
anoe
Cou
nty H
ighwa
y TO#
2 CR
600 N
orth\
DRAW
INGS
\PLA
NS\F
INAL
PLA
NS\P
LOT\
1908
3-RO
AD S
ECTI
ONS.
dwg
- U
SER:
NIC
K DI
GIAC
OMO
- D
ATE:
Thu
rsday
, Jan
uary
30, 2
020 1
:46:59
PM
CROSS SECTIONS
1" = 10'
1" = 10'
SECTION SHEET - (20)
23
93+50.00
660
665
670
675
660
665
670
675
OFF:
0.00
ELEV
: 668
.31
OFF:
11.00
ELEV
: 668
.53
OFF:
23.18
ELEV
: 666
.45OFF:
0.00
ELEV
: 668
.31
OFF:
-11.0
0EL
EV: 6
68.09
OFF:
-22.4
7EL
EV: 6
66.10
2.00% 2.00% -4.00%-25.00% 33.00%
-2.00%-2.00%-4.00%
-25.00%33.00%
94+00.00
660
665
670
675
660
665
670
675
OFF:
0.00
ELEV
: 667
.87
OFF:
11.00
ELEV
: 668
.09
OFF:
23.70
ELEV
: 665
.87OFF:
0.00
ELEV
: 667
.87
OFF:
-11.0
0EL
EV: 6
67.65
OFF:
-22.9
0EL
EV: 6
65.55
2.00% 2.00% -4.00%
-25.00% 33.00%-2.00%-2.00%-4.00%
-25.00%33.00%
94+50.00
660
665
670
675
660
665
670
675
OFF:
0.00
ELEV
: 667
.42
OFF:
11.00
ELEV
: 667
.64
OFF:
24.22
ELEV
: 665
.30OFF:
0.00
ELEV
: 667
.42
OFF:
-11.0
0EL
EV: 6
67.20
OFF:
-23.3
4EL
EV: 6
65.00
2.00% 2.00% -4.00%
-25.00% 33.00%-2.00%-2.00%-4.00%
-25.00%33.00%
95+00.00
660
665
670
675
660
665
670
675
OFF:
0.00
ELEV
: 666
.98
OFF:
11.00
ELEV
: 667
.20
OFF:
23.99
ELEV
: 664
.92OFF:
0.00
ELEV
: 666
.98
OFF:
-11.0
0EL
EV: 6
66.76
OFF:
-24.0
4EL
EV: 6
64.38 2.00% 2.00% -4.00%
-25.00%33.00%
-2.00%-2.00%-4.00%
-25.00%33.00%
50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50
50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50
50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50
50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50
RIGH
T-OF
-WAY
RIGH
T-OF
-WAY
RIGH
T-OF
-WAY
RIGH
T-OF
-WAY
RIGH
T-OF
-WAY
RIGH
T-OF
-WAY
EXISTING GAS
EXISTING GAS
EXISTING GAS
EXISTING GASEXISTING COMMUNICATION
EXISTING COMMUNICATION
EXISTING COMMUNICATION
EXISTING COMMUNICATION
HORIZONTAL SCALE
VERTICAL SCALE
ROAD FILE
DESIGNATION NO.
SURVEY BOOK
CONTRACT
SHEETS
PROJECT NO.
OF
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED: CHECKED:
DRAWN:
TIPPECANOE COUNTY
COUNTY ROAD 600 NORTH
TIPP CO RD 600N
27
NMD
JRF
DLP
NMD
1 2 3 4 5 7 8 9 10 11 12 13 14 15 16 176
G
F
E
D
C
B
A
D e s i g n S e r v i c e s C o r p o r a t i o n
105 NORTH 10TH STREET · LAFAYETTE, INDIANA(765) 742-1900 · [email protected]
www.tbirddesign.com
Engineering · SurveyingEnvironmental · Construction ManagementFI
LE: P
:\201
9\190
83 T
ippec
anoe
Cou
nty H
ighwa
y TO#
2 CR
600 N
orth\
DRAW
INGS
\PLA
NS\F
INAL
PLA
NS\P
LOT\
1908
3-RO
AD S
ECTI
ONS.
dwg
- U
SER:
NIC
K DI
GIAC
OMO
- D
ATE:
Thu
rsday
, Jan
uary
30, 2
020 1
:47:04
PM
CROSS SECTIONS
1" = 10'
1" = 10'
SECTION SHEET - (21)
24
95+50.00
660
665
670
675
660
665
670
675
OFF:
0.00
ELEV
: 666
.54
OFF:
11.00
ELEV
: 666
.76
OFF:
23.76
ELEV
: 664
.53OFF:
0.00
ELEV
: 666
.54
OFF:
-11.0
0EL
EV: 6
66.32
OFF:
-24.7
4EL
EV: 6
63.77 2.00% 2.00% -4.00%
-25.00%33.00%
-2.00%-2.00%-4.00%
-25.00%33.00%
96+00.00
660
665
670
675
660
665
670
675
OFF:
0.00
ELEV
: 666
.10
OFF:
11.00
ELEV
: 666
.32
OFF:
23.54
ELEV
: 664
.15OFF:
0.00
ELEV
: 666
.10
OFF:
-11.0
0EL
EV: 6
65.88
OFF:
-25.4
4EL
EV: 6
63.15 2.00% 2.00% -4.00%
-25.00%
33.00%
-2.00%-2.00%-4.00%
-25.00%33.00%
96+50.00
660
665
670
675
660
665
670
675
OFF:
0.00
ELEV
: 665
.66
OFF:
11.00
ELEV
: 665
.88
OFF:
23.31
ELEV
: 663
.76OFF:
0.00
ELEV
: 665
.66
OFF:
-11.0
0EL
EV: 6
65.44
OFF:
-26.1
4EL
EV: 6
62.53 2.00% 2.00% -4.00%
-25.00%
33.00%
-2.00%-2.00%-4.00%
-25.00%33.00%
97+00.00
660
665
670
675
660
665
670
675
OFF:
0.00
ELEV
: 665
.29
OFF:
11.00
ELEV
: 665
.51
OFF:
23.37
ELEV
: 663
.38OFF:
0.00
ELEV
: 665
.29
OFF:
-11.0
0EL
EV: 6
65.07
2.00% 2.00% -4.00%-25.00%
33.00%
-2.00%-6.05%
50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50
50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50
50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50
50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50
RIGH
T-OF
-WAY
RIGH
T-OF
-WAY
RIGH
T-OF
-WAY
RIGH
T-OF
-WAY
RIGH
T-OF
-WAY
RIGH
T-OF
-WAY
RIGH
T-OF
-WAY
RIGH
T-OF
-WAY
EXISTING GAS
EXISTING GAS
EXISTING GAS
EXISTING GASEXISTING COMMUNICATION
EXISTING COMMUNICATION
EXISTING COMMUNICATION
EXISTING COMMUNICATION
HORIZONTAL SCALE
VERTICAL SCALE
ROAD FILE
DESIGNATION NO.
SURVEY BOOK
CONTRACT
SHEETS
PROJECT NO.
OF
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED: CHECKED:
DRAWN:
TIPPECANOE COUNTY
COUNTY ROAD 600 NORTH
TIPP CO RD 600N
27
NMD
JRF
DLP
NMD
1 2 3 4 5 7 8 9 10 11 12 13 14 15 16 176
G
F
E
D
C
B
A
D e s i g n S e r v i c e s C o r p o r a t i o n
105 NORTH 10TH STREET · LAFAYETTE, INDIANA(765) 742-1900 · [email protected]
www.tbirddesign.com
Engineering · SurveyingEnvironmental · Construction ManagementFI
LE: P
:\201
9\190
83 T
ippec
anoe
Cou
nty H
ighwa
y TO#
2 CR
600 N
orth\
DRAW
INGS
\PLA
NS\F
INAL
PLA
NS\P
LOT\
1908
3-RO
AD S
ECTI
ONS.
dwg
- U
SER:
NIC
K DI
GIAC
OMO
- D
ATE:
Thu
rsday
, Jan
uary
30, 2
020 1
:47:09
PM
CROSS SECTIONS
1" = 10'
1" = 10'
SECTION SHEET - (22)
25
97+50.00
660
665
670
675
660
665
670
675
OFF:
0.00
ELEV
: 665
.16
OFF:
11.00
ELEV
: 665
.38
OFF:
24.39
ELEV
: 662
.99OFF:
0.00
ELEV
: 665
.16
OFF:
-11.0
0EL
EV: 6
64.94
2.00% 2.00% -4.00%
-25.00%33.00%
-2.00%-1.83%
98+00.00
660
665
670
675
660
665
670
675
OFF:
0.00
ELEV
: 665
.21
OFF:
11.00
ELEV
: 665
.38
OFF:
24.73
ELEV
: 662
.89OFF:
0.00
ELEV
: 665
.21
OFF:
-11.0
0EL
EV: 6
64.99
1.57% 1.36% -4.00%
-25.00%33.00%
-2.00%-3.47%
98+14.88
660
665
670
675
660
665
670
675
98+50.00
660
665
670
675
660
665
670
675
50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50
50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50
50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50
50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50
RIGH
T-OF
-WAY
RIGH
T-OF
-WAY
RIGH
T-OF
-WAY
RIGH
T-OF
-WAY
RIGH
T-OF
-WAY
EXISTING GAS
EXISTING GAS EXISTING COMMUNICATION
EXISTING COMMUNICATION
OFF:
0.00
'EL
EV =
665.2
6'
OFF:
11.00
' REL
EV =
665.1
9'
OFF:
15.00
' REL
EV =
665.0
7'
OFF:
22.94
' REL
EV =
663.0
9'OF
F: 24
.77' R
ELEV
= 66
3.69'
OFF:
0.00
'EL
EV =
665.2
6'
OFF:
-11.0
0' L
ELEV
= 66
5.04'
OFF:
-18.0
0' L
ELEV
= 66
4.75'
OFF:
0.00
'EL
EV =
665.2
2'
OFF:
11.00
' REL
EV =
665.3
4'
OFF:
24.28
' REL
EV =
662.9
5'
OFF:
26.82
' REL
EV =
663.7
9'
OFF:
0.00
'EL
EV =
665.2
2'
OFF:
-11.0
0' L
ELEV
= 66
5.00'
OFF:
-18.0
0' L
ELEV
= 66
4.78'
HORIZONTAL SCALE
VERTICAL SCALE
ROAD FILE
DESIGNATION NO.
SURVEY BOOK
CONTRACT
SHEETS
PROJECT NO.
OF
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED: CHECKED:
DRAWN:
TIPPECANOE COUNTY
COUNTY ROAD 600 NORTH
TIPP CO RD 600N
27
NMD
JRF
DLP
NMD
1 2 3 4 5 7 8 9 10 11 12 13 14 15 16 176
G
F
E
D
C
B
A
D e s i g n S e r v i c e s C o r p o r a t i o n
105 NORTH 10TH STREET · LAFAYETTE, INDIANA(765) 742-1900 · [email protected]
www.tbirddesign.com
Engineering · SurveyingEnvironmental · Construction ManagementFI
LE: P
:\201
9\190
83 T
ippec
anoe
Cou
nty H
ighwa
y TO#
2 CR
600 N
orth\
DRAW
INGS
\PLA
NS\F
INAL
PLA
NS\P
LOT\
1908
3-RO
AD S
ECTI
ONS.
dwg
- U
SER:
NIC
K DI
GIAC
OMO
- D
ATE:
Thu
rsday
, Jan
uary
30, 2
020 1
:47:14
PM
CROSS SECTIONS
1" = 10'
1" = 10'
SECTION SHEET - (23)
26
99+00.00
660
665
670
675
660
665
670
675
99+50.00
660
665
670
675
660
665
670
675
50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50
50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50
100+01.09
660
665
670
675
660
665
670
675
RIGH
T-OF
-WAY
RIGH
T-OF
-WAY
50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50
NOTE: THE CUMULATIVE FILL VOLUME HAS A FILL FACTOR OF 20%.
OFF:
0.00
'EL
EV =
665.3
2'
OFF:
10.72
' REL
EV =
665.1
0'
OFF:
0.00
'EL
EV =
665.3
2'
OFF:
-11.0
0' L
ELEV
= 66
5.10'
OFF:
-18.0
0' L
ELEV
= 66
4.79'
OFF:
0.00
'EL
EV =
665.3
7'
OFF:
10.01
' REL
EV =
665.1
7'
OFF:
0.00
'EL
EV =
665.3
7'
OFF:
-11.0
0' L
ELEV
= 66
5.15'
OFF:
-17.7
9' L
ELEV
= 66
4.75'
OFF:
-10.8
0' L
ELEV
= 66
5.17'
OFF:
0.00
'EL
EV =
665.4
3'OF
F: 0.
00'
ELEV
= 66
5.43'
OFF:
9.28
' REL
EV =
665.2
4'OF
F: 9.
35' R
ELEV
= 66
5.22'
Total Volume Table
Station
85+50.00
86+00.00
86+50.00
87+00.00
87+50.00
88+00.00
88+50.00
89+00.00
89+50.00
90+00.00
90+50.00
91+00.00
91+50.00
92+00.00
92+50.00
93+00.00
Fill Area
0.00
5.64
9.69
12.95
18.19
19.40
18.64
21.30
28.71
34.41
32.88
26.12
12.38
18.31
32.54
49.12
Cut Area
0.26
0.45
1.20
2.07
2.89
3.62
3.76
6.90
13.90
20.47
23.92
19.44
3.43
10.56
21.78
38.90
Fill Volume
0.00
6.27
17.03
25.15
34.60
41.76
42.27
44.38
55.56
70.13
74.76
65.56
42.78
34.10
56.50
90.74
Cut Volume
0.00
0.67
1.53
3.03
4.60
6.03
6.83
9.87
19.26
31.83
41.11
40.15
21.17
12.96
29.95
56.19
Cumulative Fill Vol
0.00
6.27
23.30
48.46
83.05
124.81
167.08
211.46
267.02
337.15
411.91
477.46
520.24
554.35
610.85
701.59
Cumulative Cut Vol
0.00
0.67
2.19
5.22
9.82
15.85
22.69
32.56
51.81
83.64
124.75
164.90
186.07
199.03
228.98
285.17
Total Volume Table
Station
93+50.00
94+00.00
94+50.00
95+00.00
95+50.00
96+00.00
96+50.00
97+00.00
97+50.00
98+00.00
98+14.88
98+50.00
99+00.00
99+50.00
100+01.09
Fill Area
55.81
54.72
57.35
33.93
23.23
11.54
6.11
5.61
9.67
13.55
12.99
0.00
0.00
0.00
0.07
Cut Area
35.96
32.33
16.77
12.46
10.19
9.13
10.03
11.90
3.68
2.51
1.98
0.00
0.00
0.00
0.13
Fill Volume
116.59
122.80
124.52
101.43
63.52
38.64
19.61
13.02
16.97
25.79
8.78
0.00
0.00
0.00
0.00
Cut Volume
69.31
63.23
45.47
27.06
20.97
17.88
17.73
20.30
14.43
5.73
1.24
0.00
0.00
0.00
0.00
Cumulative Fill Vol
818.18
940.98
1065.50
1166.94
1230.45
1269.09
1288.70
1301.72
1318.70
1344.49
1353.27
1353.27
1353.27
1353.27
1353.27
Cumulative Cut Vol
354.48
417.71
463.18
490.24
511.21
529.09
546.82
567.13
581.55
587.28
588.52
588.52
588.52
588.52
588.52
RIGH
T-OF
-WAY
RIGH
T-OF
-WAY
RIGH
T-OF
-WAY
RIGH
T-OF
-WAY
HORIZONTAL SCALE
VERTICAL SCALE
ROAD FILE
DESIGNATION NO.
SURVEY BOOK
CONTRACT
SHEETS
PROJECT NO.
OF
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED: CHECKED:
DRAWN:
TIPPECANOE COUNTY
COUNTY ROAD 600 NORTH
TIPP CO RD 600N
27
NMD
JRF
DLP
NMD
1 2 3 4 5 7 8 9 10 11 12 13 14 15 16 176
G
F
E
D
C
B
A
D e s i g n S e r v i c e s C o r p o r a t i o n
105 NORTH 10TH STREET · LAFAYETTE, INDIANA(765) 742-1900 · [email protected]
www.tbirddesign.com
Engineering · SurveyingEnvironmental · Construction ManagementFI
LE: P
:\201
9\190
83 T
ippec
anoe
Cou
nty H
ighwa
y TO#
2 CR
600 N
orth\
DRAW
INGS
\PLA
NS\F
INAL
PLA
NS\P
LOT\
1908
3-RO
AD S
ECTI
ONS.
dwg
- U
SER:
NIC
K DI
GIAC
OMO
- D
ATE:
Thu
rsday
, Jan
uary
30, 2
020 1
:47:19
PM
CROSS SECTIONS
1" = 10'
1" = 10'
SECTION SHEET - (24)
27