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.

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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

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Engineering · SurveyingEnvironmental · Construction ManagementFI

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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)


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)


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




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




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'


25O



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


DESIGNED:

CHECKED: CHECKED:

DRAWN:

TIPPECANOE COUNTY


TIPP CO RD 600N

27

NMD

JRF

DLP

NMD

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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

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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


DESIGNED:

CHECKED: CHECKED:

DRAWN:

TIPPECANOE COUNTY


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

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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


4 DANIEL HOWARD & THERESA L WALKUP

5 MICHAEL SKVAREK

6 DREW & AUTUMN DENISIUK

7 ALEXANDER S & LAUREN K STEARNS







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


DESIGNED:

CHECKED: CHECKED:

DRAWN:

TIPPECANOE COUNTY


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

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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

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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


DESIGNED:

CHECKED: CHECKED:

DRAWN:

TIPPECANOE COUNTY


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

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E1

CONSTUCTION PHASING DETAIL

1" = 50'

A1

INTERSECTION PHASE 1

1" = 30' A8

INTERSECTION PHASE 2

1" = 30'

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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*


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



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

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, 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


DESIGNED:

CHECKED: CHECKED:

DRAWN:

TIPPECANOE COUNTY


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



www.tbirddesign.com


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


Δ = 9°22'19"R = 3200.00'T = 262.30'L = 523.44'E = 10.73'


Δ = 10°08'13"R = 3200.00'T = 283.82'L = 566.15'E = 12.56'


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


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


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

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DAT

E: T

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anua

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, 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


DESIGNED:

CHECKED: CHECKED:

DRAWN:

TIPPECANOE COUNTY


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



www.tbirddesign.com


SEC. 19, T24N, R4WTIPPECANOW TWP.TIPPECANOE CO.



TIPPECANOE CO.




REBAR SETN 1914397.01E 2997318.04ELEV. 664.09


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


Δ = 10°08'13"R = 3200.00'T = 283.82'L = 566.15'E = 12.56'


Δ = 10°08'13"R = 3200.00'T = 283.82'L = 566.15'E = 12.56'


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


TEMPEST HOMES, LLC

TEMPEST HOMES, LLCTEMPEST HOMES, LLCTEMPEST HOMES, LLCTEMPEST HOMES, LLC

TEMPEST HOMES, LLC


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


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

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E: T

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, 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


DESIGNED:

CHECKED: CHECKED:

DRAWN:

TIPPECANOE COUNTY


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

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A



www.tbirddesign.com





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


REBAR SETN 1914397.01E 2997318.04ELEV. 664.09


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


DESIGNED:

CHECKED: CHECKED:

DRAWN:

TIPPECANOE COUNTY


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



www.tbirddesign.com


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

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0 1:45

:10 P

M

SUPERELEVATION

TRANSITION DIAGRAM

1" = 50'

1" = 0.50'

10


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*


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'


APP

PL

40' R/W

40' R/W

40' R/W

R/W




K KLINE PR-A

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SECTION LINE

O

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S89°46'03"E S80°23'43"E

675673674

672672

673674


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'

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11'

9.1'

2'

1.9'

CONSTRUCTION LIMITS

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CONSTRUCTION LIMITS

CONSTRUCTION LIMITS

R

20'

86+0087+00 88+00

89+00

90+00

MA

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6000670.60AX

101669.40MDSK

C

COMCOM

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COMCOMCOM

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OHU

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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



Δ = 9°22'19"R = 3200.00'T = 262.30'L = 523.44'E = 10.73'


APP PL

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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'

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11'

2'

11'

2'

CONSTRUCTION LIMITS

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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'


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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


DESIGNED:

CHECKED: CHECKED:

DRAWN:

TIPPECANOE COUNTY


TIPP CO RD 600N

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TIPPECANOE CO.





TIPPECANOE CO.


LEGEND


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


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


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


G G G G

STD


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



Δ = 10°08'13"R = 3200.00'T = 283.82'L = 566.15'E = 12.56'


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


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'


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1" = 20'

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12

HORIZONTAL SCALE

VERTICAL SCALE

ROAD FILE

DESIGNATION NO.

SURVEY BOOK

CONTRACT

SHEETS

PROJECT NO.

OF

RECOMMENDED

FOR APPROVAL


DESIGNED:

CHECKED: CHECKED:

DRAWN:

TIPPECANOE COUNTY


TIPP CO RD 600N

27

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LEGEND


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


SS*SS*

SS*SS*

SS*

ST

ST


S


STD


ST

ST

ST

ST

ST

STST

SS

SS

SS

SS

SS

SS

SS

SS

SS

SSSSSS S

S


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

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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


DESIGNED:

CHECKED: CHECKED:

DRAWN:

TIPPECANOE COUNTY


TIPP CO RD 600N

27

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COUNTY ROAD 600 N & SILVERCREEK DRIVE INTERSECTION

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EROSION CONTROL DETAILS

1" = 20'

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SPECIFICATIONS & DETAILS

14

HORIZONTAL SCALE

VERTICAL SCALE

ROAD FILE

DESIGNATION NO.

SURVEY BOOK

CONTRACT

SHEETS

PROJECT NO.

OF

RECOMMENDED

FOR APPROVAL


DESIGNED:

CHECKED: CHECKED:

DRAWN:

TIPPECANOE COUNTY


TIPP CO RD 600N

27

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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


ST*ST*


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.)


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*


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

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H LIN

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T S

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1" = 20'

1" = 20'


15

HORIZONTAL SCALE

VERTICAL SCALE

ROAD FILE

DESIGNATION NO.

SURVEY BOOK

CONTRACT

SHEETS

PROJECT NO.

OF

RECOMMENDED

FOR APPROVAL


DESIGNED:

CHECKED: CHECKED:

DRAWN:

TIPPECANOE COUNTY


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

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TIPPECANOE CO.





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


STD


ST

ST

ST

ST

ST

STST

ST


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

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USE

R: N

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DAT

E: T

hursd

ay, J

anua

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, 202

0 1:46

:01 P

M


1" = 20'

1" = 20'


16

HORIZONTAL SCALE

VERTICAL SCALE

ROAD FILE

DESIGNATION NO.

SURVEY BOOK

CONTRACT

SHEETS

PROJECT NO.

OF

RECOMMENDED

FOR APPROVAL


DESIGNED:

CHECKED: CHECKED:

DRAWN:

TIPPECANOE COUNTY


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



www.tbirddesign.com




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


DESIGNED:

CHECKED: CHECKED:

DRAWN:

TIPPECANOE COUNTY


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



www.tbirddesign.com


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:12 P

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SIGNS & PAVEMENT

MARKINGS

1" = 20'

17

PAVEMENT MARKING

1 LINE, PAINT, SOLID WHITE, 4-IN

2 LINE, PAINT, SOLID YELLOW, 4-IN

X


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


DESIGNED:

CHECKED: CHECKED:

DRAWN:

TIPPECANOE COUNTY


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



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DAT

E: T

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, 202

0 1:46

:16 P

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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


DESIGNED:

CHECKED: CHECKED:

DRAWN:

TIPPECANOE COUNTY


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

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D

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www.tbirddesign.com


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1908

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.dwg

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SER:

NIC

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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



HORIZONTAL SCALE

VERTICAL SCALE

ROAD FILE

DESIGNATION NO.

SURVEY BOOK

CONTRACT

SHEETS

PROJECT NO.

OF

RECOMMENDED

FOR APPROVAL


DESIGNED:

CHECKED: CHECKED:

DRAWN:

TIPPECANOE COUNTY


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

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C

B

A



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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





HORIZONTAL SCALE

VERTICAL SCALE

ROAD FILE

DESIGNATION NO.

SURVEY BOOK

CONTRACT

SHEETS

PROJECT NO.

OF

RECOMMENDED

FOR APPROVAL


DESIGNED:

CHECKED: CHECKED:

DRAWN:

TIPPECANOE COUNTY


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



www.tbirddesign.com


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'


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





HORIZONTAL SCALE

VERTICAL SCALE

ROAD FILE

DESIGNATION NO.

SURVEY BOOK

CONTRACT

SHEETS

PROJECT NO.

OF

RECOMMENDED

FOR APPROVAL


DESIGNED:

CHECKED: CHECKED:

DRAWN:

TIPPECANOE COUNTY


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



www.tbirddesign.com


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'


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





HORIZONTAL SCALE

VERTICAL SCALE

ROAD FILE

DESIGNATION NO.

SURVEY BOOK

CONTRACT

SHEETS

PROJECT NO.

OF

RECOMMENDED

FOR APPROVAL


DESIGNED:

CHECKED: CHECKED:

DRAWN:

TIPPECANOE COUNTY


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



www.tbirddesign.com


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'


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





HORIZONTAL SCALE

VERTICAL SCALE

ROAD FILE

DESIGNATION NO.

SURVEY BOOK

CONTRACT

SHEETS

PROJECT NO.

OF

RECOMMENDED

FOR APPROVAL


DESIGNED:

CHECKED: CHECKED:

DRAWN:

TIPPECANOE COUNTY


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



www.tbirddesign.com


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'


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





HORIZONTAL SCALE

VERTICAL SCALE

ROAD FILE

DESIGNATION NO.

SURVEY BOOK

CONTRACT

SHEETS

PROJECT NO.

OF

RECOMMENDED

FOR APPROVAL


DESIGNED:

CHECKED: CHECKED:

DRAWN:

TIPPECANOE COUNTY


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



www.tbirddesign.com


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'


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


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


DESIGNED:

CHECKED: CHECKED:

DRAWN:

TIPPECANOE COUNTY


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



www.tbirddesign.com


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'


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


DESIGNED:

CHECKED: CHECKED:

DRAWN:

TIPPECANOE COUNTY


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



www.tbirddesign.com


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'


27

Documents

Section Sheet - (24)