23-070_DOT NHSX-013-2(42)--3H-28 U4Planset013(42) Construction-part1.pdf

jstrum10:58:25 AM pw:\\NTPwint1.dot.int.lan:PWMain\Documents\Projects\2801301018\Design\CADD_Files\Sheet_Files\SHT_28013042Z03_A01.dgn

DESIGN TEAM PROJECT NUMBER SHEET NUMBER COUNTY

6/8/2023

ENGLISHFILE NO.

PLANS OF PROPOSED IMPROVEMENT ON THE

SCALES: As Noted

Refer to the Proposal Form for list of applicable specifications.

L E

T T

IN

G

D A

T E

REVISIONS TOTAL

PROJECT IDENTIFICATION NUMBER

PROJECT NUMBER

R.O.W. PROJECT NUMBER

PRIMARY ROAD SYSTEM

Value Engineering Saves. Refer to Article 1105.14 of the Specifications.

PRELIMINARY PLANS

Subject to change by final design.

INDEX OF SEALS

D5 PLAN - Date: 12/3/2021

X

X X X

Ref. Loc. 44.0

BEGIN RESURFACING

BEGIN CONSTRUCTION

STA. 1025+61.75

Ref. Loc. 53.7

END CONSTRUCTION

STA. 1513+75.00

BEGIN PAVING

END RESURFACING

STA. 1051+00.00

FHWA # 23721

O

LOCATION MAP SCALE

Miles

1 2 3

195TH ST

N D A

V E

T H A

V E

FIREFLY RD

197TH ST

T H A

V E

JET RD

122ND ST

H O

N

EY

C

RE

EK

R

D

190TH ST

150TH ST

165TH ST

T H A

V E

T H A

V E

180TH ST

T H A

V E

T

H A

V E

110TH

ST

T H A

V E

IV

Y R

D

T H A

V E

130TH

ST

T

H A

V E

T H A

V E

140TH ST

155TH ST

400TH ST

T

H A

V E

T

H A

V E

N D A

V E

130TH ST

H O

N E Y C

R E E K R

D

RD

FIREFLY

ST

191ST

MANCHESTER

EDGEWOOD

L in d s e y

C r e e k

H o n e y

C re e k

R-5W

THORPE

D E L A W A R E

7 8 9 10

9 10

151617

21 22

31 32

D13

C64

D13 D13

X15

X15

C R E E K

H O N E Y

POP.

T

N T

N

R-6W

TRUCKS

AADT

AADT

DHV

V.P.D.

V.P.D.

V.P.H.

Design ESALs

Total

DESIGN DATA RURAL

COUNTYDELAWARE

UNKNOWN PAVEMENT - GRADE AND REPLACE

Honey Creek 0.2 mi N of Co Rd D13 to S Jct IA 3

Strum \ Prindle \ McNamara DELAWARE NHSX-013-2(42)--3H-28

N H

S X

-0

-2

(4

-3

H -2

U N

K N

O W

N P

A V

E M

E N

T

G R

A D

E A

N D

R E

P L

A C

E

O c t

C O

U N

TY

D

EL

A

W A

RE

18-28-013-010

NHSX-013-2(42)--3H-28

NHSN-013-2(43)--2R-28

A.1

H Sheets----> jstrum10:37:29 AM pw:\\NTPwint1.dot.int.lan:PWMain\Documents\Projects\2801301018\Design\CADD_Files\Sheet_Files\SHT_28013042Z03_B01.dgn

6/8/2023

ENGLISHFILE NO.

15IA 13 1513+75.001051+00.00

IOWA 13 GRADING

17.234.0 34.0

CUT

FILL

RL

Top of Subgrade

Natural Ground

Depth Ditch

LC

RT FS

BW

BW

ROAD IDENTIFICATION STATION TO STATION

LOCATION

L R

DIMENSIONS

X

Feet Feet Inches

BW

Feet

X

G

24'

12'P

PROFILE GRADE

0% ditches and backslopes.

additional details of and cross sections for See Plan & Profile sheets by the Engineer.

locations specifically designated of superelevated curves or other modified appropriately in areas Normal section shown may be

Ground Natural

0%

0%

Ditch 2' min

10'

10'

(Barnroof Section)

2 LANE GRADING

3.5:1 3:

3:

3:1

3.

5:

LT

FS

2% 2%

04-21-20

G_2_Grade_BR

4% 4%4%

LT FS

6:1

RT FS

6:1

1197+00.00 1197+50.00 4:1

1196+50.00 1197+00.00 6:1-4:1

1062+40.00 1062+60.00 4:1-6:1

1059+75.00 1062+40.00 4:1

1059+25.00 1059+75.00 6:1-4:1

1376+00.00 1377+20.00 4:1

1375+50.00 1376+00.00 6:1-4:1

1197+50.00 1198+00.00 4:1-6:1

1427+50.00 1430+00.00 4:1

1324+70.00 1324+75.00 6:1-4:1

1324+75.00 1326+00.00 4:1

Strum \ Prindle \ McNamara DELAWARE NHSX-013-2(42)--3H-28 B.1

4' 3'

P G jstrum10:37:39 AM pw:\\NTPwint1.dot.int.lan:PWMain\Documents\Projects\2801301018\Design\CADD_Files\Sheet_Files\SHT_28013042Z03_B01.dgn

DESIGN TEAM PROJECT NUMBER SHEET NUMBER COUNTY

6/8/2023

ENGLISHFILE NO.

STATION TO STATION

L-2Longitudinal joint:

CD at 17' spacingTransverse joints:

Mainline Jointing:

04-21-20

2P_

CL

Match Line Match Line

2%

2%

2%

2%

PROFILE GRADE

9" P.C. CONCRETE PAVEMENT

6" GRANULAR SUBBASE

24'

12'

Normal Foreslope

9" PCC SHOULDER

Construction

Earth Shoulder

Shoulder

Granular

4%

4%

Norm al F ore slo pe

9" PCC SHOULDER

4%

4%

6 4 46

IOWA 13 PCC PAVING

See Tab 112-9 for shoulder quantities.

See Tab 100-24 or 100-25 for pavement quantities.

Feet

P

Curbed Shoulder

STATION

BEGIN

STATION

END

See

Curb Type

PV-102

Staged : KT-2

L-2Single pour:

C at 17' spacingTransverse:

curb to nearest joint is less than 16':

Longitudinal joint not required when distance from back of Shoulder jointing:

04-21-20

1R_Curb_ Feet

P

Curbed Shoulder

STATION

BEGIN

STATION

END

See

Curb Type

PV-102PV-102

Staged : KT-2

L-2Single pour:

C at 17' spacingTransverse:

curb to nearest joint is less than 16':

Longitudinal joint not required when distance from back of Shoulder jointing:

04-21-20

1R_Curb_

4" Sloped11

11 4" Sloped

1051+00 1513+75

1086+50.001085+50.00

1085+50.001051+00.00

1171+00.001167+50.00

1167+50.001051+00.00

STATION TO STATION

FeetFeet

GP

Full Depth PCC Combination Shoulder

04-21-20

2_C_FullPCC_

Transverse joints: C at 17' spacing Longitudinal joint: L-2 or KT-2 Shoulder Jointing:

1089+00.00 1105+00.00 6 4

1112+50.00 1216+00.00 6 4

1218+00.00 1234+25.00 6 4

1284+75.00 1310+40.00 6 4

1313+50.00 1326+00.00 6 4

1329+25.00 1354+25.00 6 4

1356+50.00 1377+85.00 6 4

1378+75.00 1427+75.00 6 4

1171+00.00 1292+50.00 6 4

1297+00.00 1377+00.00 6 4

1380+00.00 1402+62.96 6 4

1429+00.00 1445+50.00 6 4

1448+50.00 1513+75.00 6 4

1292+50.00 1297+00.00 11

1376+75.00 1377+25.00 11

1402+62.96 1404+80.00 11

1423+00.00 1429+00.00 11

4" Sloped

4" Sloped

4" Sloped

4" Sloped

1105+00.00 1112+50.00 11

1216+00.00 1218+00.00 11

1281+75.00 1284+75.00 11

1310+40.00 1313+50.00 11

1326+00.00 1329+25.00 11

1354+25.00 1356+50.00 11

1440+00.00 1443+00.00 11

1446+00.00 1448+00.00 11

4" Sloped

4" Sloped

4" Sloped

4" Sloped

4" Sloped

4" Sloped

4" Sloped

4" Sloped

1443+00.00 1446+00.00 6 4

1448+00.00 1511+25.00 6 4

1513+50.00 1513+75.00 6 4

1511+25.00 1513+50.00 11 4" Sloped

STATION TO STATION

FeetFeet

GP

Full Depth PCC Combination Shoulder

04-21-20

2_C_FullPCC_

Transverse joints: C at 17' spacing Longitudinal joint: L-2 or KT-2 Shoulder Jointing:

3'

G

Possible Joint

4:1 Max →

2% → P

1Finishing Earth Shoulder

Subdrain

10'

3'

13'

Possible Joint

4:1 M ax

2% → P

1 Finishing Earth Shoulder

Subdrain

10' 1233+78.00 1234+28.00 11 4" Sloped

1377+20.00 1379+75.00 11 4" Sloped

1445+50.00 1448+50.00 11 4" Sloped

1236+75.00 1281+75.00 6 4 1404+80.00 1423+00.00 6 4

3%

3%

9" P.C. CONCRETE PAVEMENT

0-161260+91.71252+15.5

1260+91.7 1266+61.3 16

1266+61.3 1275+37.5 16-0

Auxiliary Lane

STATION TO STATION

AL

Feet

Match MainlineTransverse joint:

L or KTLongitudinal joint:

10-18-16

2_AuxLane_PCC_

Nor mal F ores lope

9" PCC SHOULDER

4%

4%

STATION TO STATION

FeetFeet

GP

Full Depth PCC Combination Shoulder

04-21-20

2_C_FullPCC_

Transverse joints: C at 17' spacing Longitudinal joint: L-2 or KT-2 Shoulder Jointing:

1252+15.5 1275+37.5 6 4

1427+75.00 1430+80.00 11 4" Sloped

1440+00.001430+80.00 6 4

G

Feet

Feet

G

10.2 - 3

1377+25.00 1379+90.00 11 3 4" Sloped

1379+90.00 1380+50.00 11 4" Sloped3 - 10.6

1234+28.00 1236+65.00 11 4" Sloped

1281+75.00 1284+75.00 11 4" Sloped

13 - 4

1086+50.00 1086+75.00 11 13 - 5 4" Sloped

1086+75.00 1089+00.00 11 5 4" Sloped

Strum \ Prindle \ McNamara DELAWARE NHSX-013-2(42)--3H-28 B.2

4'

4'

10:1

Construction Earth Shoulder

Shoulder Granular

3'

PG

Subdrain

AL

Construction Earth Shoulder

Shoulder Granular

3'

PG

Subdrain

10:1

10:1

Subdrain http://www.iowadot.gov/design/SRP/IndividualStandards/epv102.pdf http://www.iowadot.gov/design/SRP/IndividualStandards/epv102.pdf jstrum10:37:50 AM pw:\\NTPwint1.dot.int.lan:PWMain\Documents\Projects\2801301018\Design\CADD_Files\Sheet_Files\SHT_28013042Z03_B01.dgn

6/8/2023

ENGLISHFILE NO.

Shoulder

Granular

4% →

P G

← 4%

Shoulder Granular

PG

STATION TO STATION

Feet

P

Feet

G

Combination Shoulder

04-19-11

3R_Shldr_C_Overlay_

STATION TO STATION

Feet

P

Feet

G

Combination Shoulder

04-19-11

3R_Shldr_C_Overlay_

1025+61.75 1051+00.00

1051+00.001025+61.75

1051+00.001025+61.756 0

12 12

6 0

IOWA 13 MILLING / RESURFACING

See Tab 112-9 for shoulder quantities.

See Tab 100-24 or 100-25 for pavement quantities.

STATION TO STATION

Feet

C

Feet

L

Feet

R Scarification Pavement

SY

04-19-11

3R_MillingOverlay_

6,768.67

CL

Match LineMatch Line

2" SURFACE COURSE

Existing Pavement

C

1" PAVEMENT SCARIFICATION - MILLING

Slope →← Slope

L R

Strum \ Prindle \ McNamara DELAWARE NHSX-013-2(42)--3H-28 B.3 jstrum10:38:01 AM pw:\\NTPwint1.dot.int.lan:PWMain\Documents\Projects\2801301018\Design\CADD_Files\Sheet_Files\SHT_28013042Z03_B01.dgn

6/8/2023

ENGLISHFILE NO.

Normal Foreslope

3'

Shoulder

Earth

Norm al F ore slo pe

3'

Shoulder

Earth

PROFILE GRADE

Depth Ditch

Granular Surfacing

3%3%

FS

:1

B S :1

ROAD IDENTIFICATION STATION TO STATION

LOCATION DIMENSIONS

BSFS

Top of Subgrade

24' Width

GRADING AND GRANULAR SURFACING

CUT

FILL

DW

Feet

DW

Elevation Profile Grade

Ground Natural

Ground Natural

10-17-17

G_2_GradeGran

3'12'12'3' details of ditches and backslopes.

See plan & profile sheets and cross sections for additional designated by the Engineer.

of superelevated curves or other locations specifically Normal section shown may be modified appropriately in areas

3"

ROAD IDENTIFICATION STATION TO STATION

LOCATION DIMENSIONS

BSFS

Feet

DW

CL

Match Line Match Line

2%

2%

2%

2%

PROFILE GRADE

XX" P.C. CONCRETE PAVEMENT

X" GRANULAR SUBBASE

24'

12'

NEW

SR_PAVE

155th Street 8235+95.95 8236+39.98 x x x

Firefly Road 4061+74.90 4062+46.73 x x x

185th Street 5069+47.76 5070+08.48 x x x

180th Street 6098+56.32 6099+11.32 x x x

165th Street 7182+41.00 7183+71.35 x x x

165th Street 7183+96.99 7184+55.27 x x x

155th Street 8236+39.98 8236+92.98 x x x

150th Street / C64 9261+80.00 9263+64.69 x x x

150th Street / C64 9263+88.29 9265+21.84 x x x

140th Street 10316+14.87 10316+67.87 x x x

130th Street 11369+07.95 11369+61.95 x x x

130th Street 11369+88.43 11370+43.43 x x x

12474+26.13110th Street 12474+95.13 x x x

12475+07.95110th Street 12475+60.95 x x x

PROFILE GRADE

Depth Ditch

Granular Surfacing

3%3%

FS

:1

B S :1

ROAD IDENTIFICATION STATION TO STATION

LOCATION DIMENSIONS

BSFS

Top of Subgrade

20' Width

GRADING AND GRANULAR SURFACING

CUT

FILL

DW

Feet

DW

Elevation Profile Grade

Ground Natural

Ground Natural

10-17-17

G_2_GradeGran

3'12'12'3' details of ditches and backslopes.

See plan & profile sheets and cross sections for additional designated by the Engineer.

of superelevated curves or other locations specifically Normal section shown may be modified appropriately in areas

3"

180th Street 6099+45.37 6100+45.37 x x x

10316+14.8710315+99.32140th Street

11369+07.9511367+70.00130th Street

11371+70.0011370+43.43130th Street

12474+26.1312474+15.00110th Street

12475+90.0112475+60.95110th Street x x x x x x x x x x x x x x x

Strum \ Prindle \ McNamara DELAWARE NHSX-013-2(42)--3H-28 B.4 jstrum10:42:29 AM pw:\\NTPwint1.dot.int.lan:PWMain\Documents\Projects\2801301018\Design\CADD_Files\Sheet_Files\SHT_28013042Z03_B01.dgn

6/8/2023

ENGLISHFILE NO.

Y

Resurfacing

Inlay or

Proposed

Existing Paved Shoulder

STATION TO STATION

E Shoulder Width

HMA SHOULDER

RESURFACING

Existing

Earth or Rock

Feet

EY

Inches

10-15-13

4:1 or flatter4% min to 6% max

SIDE

DIRECTION

OF

TRAVEL

Fillet Granular

S I

Inches

S I

Inches

A

A

SECTION A-A

2 2

Granular SurfacingShoulder Line

F

1:1

PLAN

CL

6'' Minimum

Feet

E

E

E

10-21-14

Station

Location

CLThru Roadway

Feet

F

LOCATION STATION

FILLET FOR NON-PAVED ENTRANCES OR SIDE ROADS

Possible Existing Fillet (UAC)

Edge of Thru Lane

Edge of Thru Lane

4.O% Typ.

Pavement

Entrance or Side Road

Surface of Existing Non-Paved

Shoulder Paved

Possible Quantites included with mainline quantities.

and is incidental to other work on the project.

placement of fillet may be required by the Engineer

Special shaping of existing surface prior to

Possible Existing Fillet (UAC)

1050+34.58 8 65

CL

CL

Side Road

Road Surfacing

Obliteration Line

Fill

Obliteration Line

Fill

Side Road

Cut

Road Surfacing

Fill Section

Cut Section of Backslope

Normal Top

TYPICAL DETAILS FOR OBLITERATION EXISTING ROADBED

Engineer or provided for in the detail project plans.

placed as shown unless otherwise directed by the

Existing road surfacing (granular material) shall be vegetation (grass or crops).

When specified, the upper 1' to be suitable for shall be done at the direction of the Engineer.

The work of obilterating or reshaping old roadbeds

Note:

04-03-01

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11/23/2021

ENGLISHFILE NO.

UTILITY LEGEND

EL1D Iowa DOT - Quality D

EL2D Alliant Energy - Quality D

FO2D Iowa Communications Network - Quality D

GL1D Black Hills - Quality D

TL1D Windstream Communications - Quality D

WL1D Central Iowa Water Association - Quality D

MaryMontgomery@alliantenergy.com

(319) 786-4768

Cedar Rapids IA, 52406-9874

PO Box 351

Mary Montgomery

Jason.Dale@iowadot.us

(515) 239-1995

Ames IA, 50010

800 Lincoln Way

Jason Dale

Mike.Broderick@iowa.gov

(515) 725-4610

Des Moines IA, 50319

400 E 14th St, Grimes State Office Building

Mike Broderick brad.fleming@blackhillscorp.com

(402) 221-2714

Papillian NE, 68046-7641

1102 E. First St.

Brad Fleming stephen.kness@windstream.com

(319) 790-7678

Hiawatha IA, 52233

1450 N. Center Pt. Rd.

Steve Kness mmahler@irua.net

(800) 400-6066

Newton IA, 50208

1351 Iowa Speedway Drive

Matt Mahler

GV

WV

FP

EB

TSB

WHU

Well

Beehive Intake

Latrine

C

LP

UST

Gas Valve

Water Valve

Speed Limit Sign

Mile Marker Post

SL

MM

SIGN Sign

Filler Pipe

Radio Tower

Tower Anchor

Electric Box

Traffic Signal Control Box

Rail Road Signal Control Box

Telephone Switch Box

Water Hook Up

Guardrail (Beam or Cable)

GP Guard Post (one or two)

Guard Post (over two)

Windmill

Proposed Intake

Fire Hydrant

Water Hydrant (Rural)

Existing Intake

Right of Way Rail or Lot Corner

Edge of Water

Concrete Monument

Existing Utility Access (Manhole)

Proposed Utility Access (Manhole)

Existing Drainage

Proposed Drainage

WH

Evergreen Tree

Timber

Cemetery

Board Fence

Fruit Tree

Grave

Interstate Highway Symbol

U.S. Highway Symbol

Iowa Highway Symbol

County Road Highway Symbol

Rock Outcrop

Stump

Hedge

Shrub (Bushes)

Broken Concrete

Cave

RT

TA

TCB

RRB

Earth Dam or Dike (Existing)

Earth Dam or Dike (Proposed)

Terrace

Sink Hole

Tile Outlet

Deciduous Tree

Revetment (Rip Rap)

SB

CV

SH

SURVEY SYMBOLS

Swamp

G

F

Chain Link or Security Fence

Wire Fence

Septic Tank

Cistern

Satellite TV Dish

L.P. Gas Tank (No Footing)

Underground Storage Tank

INFORMATION SHEET

LEGEND AND SYMBOL

Brown, Light

Proposed Sidewalk Shading

LINEWORK Design Color No.

SHADING Design Color No.

LINEWORK Design Color No.

(8) Tan

Pink

Proposed Sidewalk Landing Shading

Proposed Sidewalk Ramp Shading

(230)

(11)

Blue, Light

Trench Drain

Guardrail HighTension Cable

Grubbing Area Clearing &

Removal Pavement

Sheet Pile

Proposed Grade and Pave Shading "In conjunction with a paving project"

Property Line

Existing Right of Way

Magenta

Guardrail

(1) Blue

(236)

(2) Green

Gray, Light

(80) Gray, Med

(48)

PLAN VIEW COLOR LEGEND OF PLAN AND PROFILE SHEETS

PROFILE VIEW COLOR LEGEND OF PLAN AND PROFILE SHEETS

(9) Lavender

(112) Gray, Dark

Temporary Pavement Shading

C/A

Station

Easement

Easement (Temporary)

Access Control

Proposed Right-of-Way

Existing and Proposed Right-of-Way

Easement and Existing Right-of-Way

Section Corner

Reference Point Survey Line

RIGHT-OF-WAY LEGEND

Ground Line Intercept

Saw Cut

(COVERS SHEET SERIES D, E, F, & K)

PLAN AND PROFILE

Existing Utilities

Proposed Granular Shading

Existing Ground Line Profile

Existing Utilities

Blue, Light Proposed Ditch Grades, Left

Proposed Ditch Grades, Median

Proposed Ditch Grades, Right

(230)

(0) Black

Grading Shading

Green (2) Existing Topographic Features and Labels

Proposed Alignment, Stationing, Tic Marks, and Alignment Annotation

Proposed Pavement Shading

Proposed Profile and Annotation

(5) Magenta

(1)

(14) Rust

Blue

(5)

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6/8/2023

ENGLISHFILE NO.

S

IG

N

S

IG

N

S

IG

N

S

IG

N

S

IG

N

S

IG

N

S

IG

N

S

IG

N

S

IG

N

S

IG

N

F lg

F lg

T P

.9

P C x = ___

L = ___ e = ___

92.14

E = 1432.50

R =

1001.11

L = 521.97

T =

(RT)

40°02'29.16"

.8

P I

.0

P

O B

A

D T st

S tr e e t t h

S t r e e t

SEC. 20

T-89N R-5W

DELAWARE TWP.

IA 13 (ML013)

Ref. Loc. 44.0

BEGIN RESURFACING

BEGIN CONSTRUCTION

STA. 1025+61.75

IA 13

L O

T

O 1OOO 1OO

FEET

1015+00 1020+00 1025+00 1030+00 1035+00 1040+00

920 920

930 930

940 940

950 950

960 960

970 970

980 980

990 990

60.00L =

957.30ELV =

+75.00VPI =

180.00L =

951.42ELV =

+75.00VPI = 300.00L =

957.02ELV =

+50.00VPI =

15K =

37K =

302K =

+0.05%

+3.8 5%

+1.01%-3.88%

-1.06%

+0.01%

312.00L =

940.83ELV =

+00.00VPI =

360.00L =

947.19ELV =

+75.00VPI =

40K =

174K =

-3.88%

-1.06%

+3.8 5%

+1.01%

.2

.2

.2

.2

.2

.2

.2

.0

.3

.3

.4

.4

.4

.4

.5

.5

.5

.6

.6

.8

.1

.5

.1

.9

.8

.9

.1

.5

.0

.7

.6

.5

.5

.2

.8

.3

.5

.6

.6

.3

.1

.8

.5

.3

.0

.8

.6

.4

.3

.2

.1

.1

.1

.1

.2

.3

.5

.7

.9

.2

.4

.7

.9

.2

.4

.7

.9

.2

.4

.7

.9

.2

.4

.7

.9

.2

.4

.7

.0

.2

.5

.7

.0

.2

.5

.7

.9

.1

.3

.5

.6

.7

.8

.9

.9

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.1

.1

.1

.1

.1

.1

.1

.1

.1

Strum \ Prindle \ McNamara DELAWARE NHSX-013-2(42)--3H-28 D.2 jstrum10:07:19 AM pw:\\NTPwint1.dot.int.lan:PWMain\Documents\Projects\2801301018\Design\CADD_Files\Sheet_Files\SHT_28013042Z03_D02.dgn

6/8/2023

ENGLISHFILE NO.

SIGN

SIGN

SIGN

SIGN

SIGN

LP

SIGN

SIGN

SIGN

SIGN SIGN SIGN

SB

T P

T P

T

PT

A

T P

T P

T A

T P

T A

T P

T A

T P

T P

T P

T A

T P

S I G

N

S I G

N

S I G

N

M M

.0 x =

_L =

_e =

.14

E =

.50

R

.11

L =

1.9

T =

(R T)

°02 '29 .16

Uncl Entr. Pipe

Proposed 18"

Uncl. Entr. Pipe

Proposed 18"

T y p e

C E n t

P r o p

T y p e

C E n t

P r o p

T y p e

C E n t

P r o p

T y p e

C E n t

P r o p t h

S r e e t

D T

F i r e f l y

R o a d r e e t

24"x50' C.M.P.

15"x36' C.M.P.

18"x109' C.M.P.

18"x40' C.M.P.

24"x30' C.M.P.

18"x19' C.M.P.

15"x22' C.M.P.

15"x16' C.M.P.

D.A.=161.0 A-R

Twin 4'x3'x46.1' RCB

Sta. 61+71.95

12"x76' C.M.P.

SEC. 17

T-89N R-5W

DELAWARE TWP.

IA 13 (ML013)

BEGIN PAVING

END RESURFACING

STA. 1051+00.00

IA 13

= POT 4062+58.73 (SRFIREFLYRD)

POT 1062+58.73 (ML013)

= POT 5070+20.48 (SR185ST)

POT 1070+20.48 (ML013)

Rt. 947.59

Lt. 945.00

Install TWIN 54"x80' LCP

Sta. 1059+95.00

(Remove)

F.L. =

(Remove)

(Remove)

(Remove)

(Remove) (Remove)

(UAC)

(UAC)

(Remove)

(UAC)

F i r e f ly

R o a d

¡ 34'

4061+35±¢

¡56'

4061+78±Prop.R/W

1045+00 1050+00 1055+00 1060+00 1065+00 1070+00

920 920

930 930

940 940

950 950

960 960

970 970

980 980

990 990

LT DG

-0.18%

LT Ditch Grade -0.59%

LT DG

+0.00%

LT DG

+0.65% LT D

G+2.00

LT Ditch Grade+0.37%

LT DG

+0.55%

LT DG

+1.13%

953.28

+00LT

953.10

+00LT

948.51

+75LT

945.00

+85LT

945.00

+05LT

946.34

+15LT

947.60

+10LT

949.40

+00LT

951.90

+80LT

952.32

+57LT

953.38

+50LT

RT DG-0.20%

RT Ditch Grade

-0.59%

RT DG

-1.86%

RT Ditch Grade+0.50% 953.10

+00RT

952.60

+50RT

949.36

+00RT

947.59

+95RT

950.11

+00RT

200.00L =

957.24ELV =

+50.00VPI =

359K =

+0.01% -0.54%

800.00L =

953.44ELV =

+50.00VPI = 300.00L =

958.59ELV =

+00.00VPI =

808K =

204K =

-0.54%

+0.45%

+0.45%

+1.92

.1

.1

.1

.1

.1

.1

.1

.1

.1

.1

.1

.1

.1

.1

.1

.1

.1

.1

.1

.1

.2

.2

.2

.2

.2

.2

.2

.2

.2

.2

.2

.2

.2

.1

.1

.0

.9

.8

.7

.5

.4

.2

.1

.0

.8

.7

.6

.4

.3

.2

.1

.0

.9

.8

.7

.7

.6

.5

.5

.5

.4

.4

.4

.4

.4

.4

.4

.4

.5

.5

.5

.6

.7

.7

.8

.9

.0

.1

.2

.3

.4

.5

.6

.7

.9

.0

.1

.2

.3

.4

.5

.6

.8

.9

.0

.1

.2

.3

.4

.5

.7

.8

.9

.0

.2

.4

.6

.8

.1

.4

.8

.1

.5

.0

.4

.9

.4

.9

.3

.8

Sta. 1051+00 End Resurfacing Begin Reconstruction

O 1OOO 1OO

FEET

Ditch Grade

Ditch Grade

5' Ditch

5' Ditch

+98 Prop. Type "C" Ent.

+4.0

8.

1%

+16 Prop. Type "C" Ent.

+2.7 %-4.0%

+84 Prop. Type "C" Ent.

+4.0

7.

4%

+65 Prop. Type "C" Ent.

-4.0%-2.0%

Strum \ Prindle \ McNamara DELAWARE NHSX-013-2(42)--3H-28 D.3 jstrum10:07:21 AM pw:\\NTPwint1.dot.int.lan:PWMain\Documents\Projects\2801301018\Design\CADD_Files\Sheet_Files\SHT_28013042Z03_D02.dgn

6/8/2023

ENGLISHFILE NO.

SIGN

SIGN

Flg

SIGN

SIGNSIGN SIGN

SIGN SIGN

SIGN

SIGN

SIGN

LP

SIGN

T A T

A

T A

T P

T P

T A

T A

M M

S I G

N

.6

.4 x = ___

L = ___ e = ___

3.61E =

5730.00R =

406.84L =

203.51T =

(RT)04°04'05.31"¬ =

.1

P I

Uncl. Entr. Pipe

Proposed 18"

T y p e n t r o p

T y p e t o p

T y p e t o p

Type "C" Ent.

+22 Prop.

(UAC)

Type "C" Ent.

+22 Exist.

D T r e e t

15"x40' C.M.P.

12"x28' C.M.P.

D.A.=10.0 A-R

Pipe Inlet Ext.

W/ 30"x6' Conc.

2'x2'x43.6' RCB

Sta. 93+74.36

D.A.=13.0 A-R

Pipe Inlet Ext.

W/ 24"x6' Conc.

2'x2'x41.9' RCB

Sta. 98+73.20

SEC. 17

T-89N R-5W

DELAWARE TWP.

IA 13 (ML013)

IA 13

D T r e e t

= POT 6099+23.32 (SR180ST)

POT 1099+23.32 (ML013)

12"x20' C.M.P.

Rt. 984.38

Lt. 981.50

Install 30"x88' RCP

Sta. 1093+75.00

(Remove)

F.L. =

Rt. 988.50

Lt. 987.30

Install 30"x80' LCP

Sta. 1098+75.00

(Remove)

F.L. =

Existing Sign

Shape Around

(Remove)

(Remove)

(Remove)

JOHN G HOFFMANN & LORIE N HOFFMANN

¡ 57'±Prop.R/W

6098+48

¡ 41'±¢

6098+18 ¡ 39'±¢

6097+90

¡ 61'

6098+49±Prop.R/W

1075+00 1080+00 1085+00 1090+00 1095+00 1100+00

950 950

960 960

970 970

980 980

990 990

1000 1000

1010 1010

1020 1020

977.31

+50LT

983.43

+50LT

LT

D

G 6.

1001.84

+00LT

978.27

+00RT

983.63

+00RT

987.20

+75RT

984.38

+75RT

988.20

+75RT

RT D

G

+2.6 8%

RT DG

+1.30%

RT Ditch Grade -0.70%

RT DG

+0.76% RT DG

+0.47%

988.55

+50RT

998.49

+00RT

RT D

itch Gr ade

+2.8 4%

350.00L =

990.22ELV =

+50.00VPI =

167K =

+1.92 % -0.18%

1000.00L =

988.39ELV =

+50.00VPI =

279K =

-0.18%

+3.4 0%

.3

.8

.3

.7

.2

.7

.2

.7

.1

.6

.1

.6

.0

.5

.0

.5

.0

.4

.9

.4

.9

.4

.8

.3

.8

.3

.8

.2

.7

.2

.7

.2

.6

.1

.6

.1

.5

.0

.5

.0

.5

.9

.4

.9

.4

.9

.3

.8

.3

.7

.1

.4

.7

.0

.3

.5

.6

.7

.8

.9

.9

.9

.8

.8

.7

.7

.6

.6

.5

.5

.4

.4

.4

.3

.3

.2

.2

.2

.3

.3

.4

.5

.6

.8

.9

.1

.3

.6

.8

.1

.4

.7

.1

.4

.8

.2

.7

.1

.6

.1

.6

.2

.8

.3

.0

.6

.3

.9

.6

.4

.1

.9

.7

.5

.3

.2

.0

.9

.7

.6

990.36

+94LT

993.50

+50LT

996.92

+50LT

LT

DG

+2.02

LT

DG+3.4

2%

LT Ditch Grade

-4.23%

LT Ditch Grade -0.50%

LT Ditch Grade

-1.81%

LT

Ditc h G rade

+2.40

LT D

itch G rade

+1.38%

LT Ditch Grade-0.20%

988.92

+00LT

984.69

+00LT

983.32

+75LT

981.50

+75LT 984.50

+00LT 987.60

+25LT

987.30

+75LT

O 1OOO 1OO

FEET

Ditch Grade

Ditch Grade

Curb5' Ditch

5' Ditch

5' Ditch

5' Ditch

DG

180th St

DG

DG

ROW

Existing

ROW

Existing

+01 Prop. Type "C" Ent.

-4.0% +1.2%

ROW

Existing

ROW

Existing

+70 Prop. Type "C" Ent.

-6.0%

-4.0%

ROW

Existing

ROW

Existing

+10 Prop. Type "C" Ent.

-8 .0

-4.0%

Strum \ Prindle \ McNamara DELAWARE NHSX-013-2(42)--3H-28 D.4 jstrum10:07:23 AM pw:\\NTPwint1.dot.int.lan:PWMain\Documents\Projects\2801301018\Design\CADD_Files\Sheet_Files\SHT_28013042Z03_D02.dgn

DESIGN TEAM PROJECT NUMBER SHEET NUMBER COUNTY REVISED

6/8/2023

ENGLISHFILE NO.

SIGN

SIGN

SIGN

SIGN

SIGNT

P T

P

T A

T P

T A

T A

T P

T P

M M

.2

Uncl. Entr. Pipe

Proposed 18"

Uncl. Entr. Pipe

Proposed 30"

T y p e

C E n t

P r o p

T y p e

C E n t

P r o p

T y p e

C E n t

P r o p

T y p e

C E n t

P r o p

15"x40' C.M.P.

15"x30' C.M.P.

D.A.=22.0 A-R

2'x2'x48.8' RCB

Sta. 119+12.63

D.A.=5.0 A-R

Pipe Outlet Ext.

W/ 30"x6' Conc.

2'x2'x42.8' RCB

Sta. 126+50.36

SEC. 8

T-89N R-5W

DELAWARE TWP.

IA 13 (ML013)

IA 13

Rt. 1000.28

Lt. 1003.32

Install 30"x92' RCP

Sta. 1119+10.00

(Remove)

F.L. =

Rt. 1011.26

Lt. 1013.00

Install 30"x88' RCP

Sta. 1126+50.00

(Remove)

F.L. =

(Remove)

(Remove)

JOHN G HOFFMANN & LORIE N HOFFMANN

1105+00 1110+00 1115+00 1120+00 1125+00 1130+00

990 990

1000 1000

1010 1010

1020 1020

1030 1030

1040 1040

1050 1050

1060 1060

1014.05

+25RT

1006.50

+00RT

RT Ditch Grade

-1.12%

1013.43

+00LT LT

D

G 5.

1015.47

+75LT

1010.58

+25LT

LT

D

G

-9 .7

1003.86

+50LT

1003.32

+10LT

1004.13

+50LT

LT DG

-0.90%

LT DG

+0.58%

600.00L =

1022.37ELV =

+50.00VPI = 300.00L =

1027.80ELV =

+00.00VPI =

126K =

473K =

+3.4 0%

+1.65%

-1.38%

+1.01%

450.00L =

1007.19ELV =

+50.00VPI =

149K =

-1.38% +1.65%

.4

.3

.1

.0

.7

.5

.1

.8

.3

.9

.3

.8

.1

.5

.7

.0

.1

.3

.4

.4

.4

.3

.2

.0

.8

.5

.2

.8

.5

.1

.8

.5

.1

.8

.4

.1

.7

.4

.0

.7

.4

.0

.7

.3

.0

.6

.3

.9

.6

.3

.9

.6

.4

.2

.1

.9

.9

.8

.9

.9

.0

.1

.3

.5

.8

.1

.5

.9

.3

.7

.1

.5

.9

.3

.7

.2

.6

.0

.4

.8

.2

.6

.0

.5

.9

.3

.7

.1

.5

.9

.3

.8

.2

.6

.0

.4

.8

.2

.6

.0

.5

.9

.3

.7

.1

.5

.8

.2

.5

.8

.2

.5

.7

.0

.3

.5

.8

.0

.3

.5

1012.67

+00LT

1013.00

+50LT 1015.14

+50LT

LT DG

+0.66%

LT D

G+2.14

1022.60

+25LT

1024.75

+75LT

1022.00

+50LT

LT D

G

+1.43% LT DG

-3.67%

1014.50

+75RT 1017.66

+00RT

RT D

G+2.53

RT Ditc h Gra de

+1.50%

DG Ditch GradeDG

Ditch Grade Ditch Grade

Curb 5' Ditch 5' Ditch 5' Ditch

5' Ditch No Ditch

DG

DG Dike

O 1OOO 1OO

FEET

ROW

Existing

ROW

Existing

+08 Prop. Type "C" Ent.

-9 .0

-4.0%

ROWROW

+03 Prop. Type "C" Ent.

-8 .0

-4.0%

ROW

Existing

ROW

Existing

ROW

Existing

ROW

Existing

+90 Prop. Type "C" Ent.

-1 .0

-4.0% ROW

Existing

ROW

Existing

+47 Prop. Type "C" Ent.

-4.3%

-4.

0%

Strum \ Prindle \ McNamara DELAWARE NHSX-013-2(42)--3H-28 D.5 jstrum10:07:24 AM pw:\\NTPwint1.dot.int.lan:PWMain\Documents\Projects\2801301018\Design\CADD_Files\Sheet_Files\SHT_28013042Z03_D02.dgn

6/8/2023

ENGLISHFILE NO.

SIGN

LP

Flg

SIGN

T A

T A

T A

T A

T P

T A

T A

T A

T P

T P

T A

T A

T A

T A

T A

0 1

0 1

.8

.1 x = ___

L = ___ e = ___

94.38 E =

1432.50 R =

1012.62 L =

528.50

T = (LT)

40°30'06.25" x = ___

L = ___ e = ___

93.03 E =

1432.50 R =

1005.70 L =

524.57

T = (RT)

40°13'29.94"

.7

P I

.7

P I

Uncl. Entr. Pipe

Proposed 18"

Uncl. Entr. Pipe

Proposed 18"

Uncl. Entr. Pipe

Proposed 18"

Uncl. Entr. Pipe

Proposed 15"

Uncl. Entr. Pipe

Proposed 15"

T y p e t o p

T y p e t o p

T y p e t o p

T y p e t

P r o p

T y p e t o p

T y p e t o p

T y p e t o p

SEC. 8

T-89N R-5W

DELAWARE TWP.

SEC. 5

T-89N R-5W

DELAWARE TWP.

15"x40' C.M.P.

15"x31' C.M.P.

15"x40' C.M.P.

18"x78' C.P.P.

18"x40' C.P.P.

18"x40' C.P.P.

D.A.=10.0 A-R

Pipe Outlet Ext.

W/ 30"x6' Conc.

2'x2'x49.5' RCB

Sta. 136+00.50

D.A.=75.0 A-R

4'x4'x42.4' RCB

Sta. 155+51.23

SEC. 6

T-89N R-5W

DELAWARE TWP.

IA 1

3 (M

L01 3)

IA 13

Rt. 1027.05

Lt. 1019.20

Install 30"x104' RCP

Sta. 1135+90.00

(Remove)

Rt. 1008.95

Lt. 1008.00

Install 54"x114' RCP

Sta. 1155+50.00

(Remove)

F.L. =

F.L. =

(Remove)

(Remove)

(Remove)

(Remove)(Remove)

(Remove)

1135+00 1140+00 1145+00 1150+00 1155+00 1160+00

1000 1000

1010 1010

1020 1020

1030 1030

1040 1040

1050 1050

1060 1060

1070 1070

1031.66

+50RT

1008.95

+50RT

1011.00

+50RT

1028.50

+50RT

RT Ditch Grade

-3.79%

RT DG+2.05

RT D

itch Gr ade

+2.50

R T

DG

+4.

800.00L =

1046.54ELV =

+50.00VPI =

158K =

+1.63% -3.44% 300.00L =

1035.92ELV =

+00.00VPI =

950.00L =

1012.14ELV =

+50.00VPI =

483K =

136K = +1.01%

-3.44%

+1.63%

+3.5 3%

.8

.1

.3

.6

.8

.1

.3

.6

.8

.1

.3

.6

.8

.1

.4

.6

.9

.2

.5

.8

.1

.4

.8

.2

.5

.9

.3

.7

.1

.6

.0

.3

.7

.0

.3

.5

.7

.8

.0

.0

.1

.1

.0

.9

.8

.6

.4

.2

.9

.6

.2

.8

.4

.9

.3

.8

.2

.5

.9

.1

.4

.6

.7

.9

.0

.2

.3

.4

.6

.8

.1

.4

.7

.1

.5

.0

.6

.1

.7

.4

.1

.9

.7

.5

.4

.4

.4

.4

.5

.6

.8

.0

.3

.6

.9

.3

.8

.3

.8

.4

.0

.7

.4

.2

.0

.9

.8

.6

.5

.4

.3

.2

.1

.9

.8

.7

.6

.5

.4

.2

1019.20

+90LT

1021.50

+00LT

1030.50

+00LT

1036.50

+00LT

1035.00

+00LT

1027.00

+00LT

1008.00

+50LT

1011.00

+00LT

LT DG

-2.00%

LT D

G+2.09

LT

Di tch Gr ade

+3.0 0%

LT Ditc h Grade

+1.00% LT DG

-1.50% LT Ditch Grade

-2.67%

LT Ditch Grade

-3.45%

LT

DG

+2.00

LT

Di tch Gr ade

+2.7 8%

1027.03

+25RT

RT DG+1.50%

1028.10

+70RT

1027.05

+90RT

1030.40

+50RT

1033.60

+50RT 1036.50

+50RT

1039.71

+15RT

1037.23

+50RT

RT DG

+2.09

RT Ditch Grade

+1.07%

RT D

G+2.9 0%

RT Ditch Gra de

+0.69%

R T D

G

-7.10%

O 1OOO 1OO

FEET

Ditch Grade

Ditch GradeDitch Grade 4' Ditch

Entr. Entr.

ROW

Existing

ROW

Existing

+54 Prop. Type "C" Ent.

-2.0%-0.6%

ROW

Existing

ROW

Existing

+69 Prop. Type "C" Ent.

-2.0%-0.4%

+16 Prop. Type "C" Ent.

-2.0%+4.5

ROW

Existing

ROW

Existing

+31 Prop. Type "C" Ent.

-4.0% + .0

ROW

Existing

ROW

Existing

+28 Prop. Type "C" Ent.

+3.0% +4.0

ROW

Existing

ROW

Existing

+62 Prop. Type "C" Ent.

-4.0%+0.4% ROW

Existing

ROW

Existing

+01 Prop. Type "C" Ent.

-4.0% -1

.0

Strum \ Prindle \ McNamara DELAWARE NHSX-013-2(42)--3H-28 D.6 jstrum10:07:26 AM pw:\\NTPwint1.dot.int.lan:PWMain\Documents\Projects\2801301018\Design\CADD_Files\Sheet_Files\SHT_28013042Z03_D02.dgn

6/8/2023

ENGLISHFILE NO.

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

LP

T A

T A

T A

T A

T A

T A T

A

T A

T A

T P

T A

T A

T A

T P

T A

T A

S I G

N

M M

T P

T P

T y p e

C E n t

P r o p

D T r e e t

SEC. 6

T-89N R-5W

DELAWARE TWP. 24"x121' Conc. Pipe

15"x45' C.M.P.

15"x40' C.M.P.

24"x48' C.M.P. 24"x48' C.M.P.

D.A.=9.0 A-R

W/ Conc. Inlet Apron

2'x2'x49.8' RCB

Sta. 175+54.62

SEC. 5

T-89N R-5W

DELAWARE TWP.

IA 13 (ML013)

IA 13

D T r e e t

= POT 7183+83.36 (SR165STW)

POT 1183+83.36 (ML013)

= POT 7183+84.99 (SR165STE)

POT 1183+84.99 (ML013)

Rt. 1056.10

Lt. 1060.47

Install 30"x96' RCP

Sta. 1175+50.00

(Remove)

F.L. =

(Remove)

(UAC) (UAC)

(UAC)

(Remove)

¡ 48'

7184+75

¡ 35'±¢

7185+09

¡ 32'±¢

7185+19¡ 59'

7184+65

¡ 81'

7184+58±EX.R/W

¡ 66'

7184+53±PROP.R/W

1165+00 1170+00 1175+00 1180+00 1185+00 1190+00

1020 1020

1030 1030

1040 1040

1050 1050

1060 1060

1070 1070

1080 1080

1090 1090

1056.50

+50LT

1052.38

+00LT

LT DG

-2.74%

1061.26

+00LT

1062.01

+50LT

1060.26

+00LT

1058.00

+00LT

LT DG+0.50% LT Ditch Grade -0.50%

LT DG

-2.26%

1042.50

+50RT

1048.50

+50RT

R T

DG

+4.

RT

D

G 6.

1061.00

+75RT

1062.75

+75RT

1063.50

+50RT

1061.03

+50RT

RT DG+1.75%

RT DG

+1.00%

RT DG

-1.24%

1051.14

+50RT

1044.00

+00RT

1037.00

+00RT

1031.90

+50RT

RT DG

-4.76%

RT Ditch Grade

-2.33%

RT Ditch Grade

-2.04%

RT DG

-1.96%

550.00L =

1063.37ELV =

+00.00VPI = 900.00L =

1068.84ELV =

+50.00VPI =

183K =

299K =

+3.5 3%

+0.52%

+0.52%

-2.49%

.1

.0

.9

.8

.7

.5

.4

.3

.2

.1

.0

.8

.7

.6

.5

.3

.1

.9

.6

.3

.0

.6

.2

.7

.3

.7

.2

.6

.0

.4

.7

.0

.2

.4

.6

.8

.9

.0

.1

.3

.4

.5

.7

.8

.9

.1

.2

.3

.5

.6

.7

.7

.8

.8

.9

.8

.8

.8

.7

.6

.5

.4

.2

.0

.9

.6

.4

.1

.9

.6

.3

.9

.5

.2

.8

.3

.9

.4

.9

.4

.9

.4

.8

.2

.6

.0

.3

.7

.1

.5

.8

.2

.6

.0

.3

.7

.1

.5

.9

.2

.6

.0

.4

.7

.1

.5

.9

.3

.6

.0

.4

.8

.1

.5

.9

.3

.7

.1

.6

.0

1033.28

+00LT

1047.53

+00LT

L T

DG

+4.

O 1OOO 1OO

FEET

Ditch Grade Ditch Grade DG

Ditch Grade Ditch Grade Ditch Grade

5' Ditch 5' Ditch

No Ditch 5' Ditch 5' Ditch

165th St

Curb

165th St

ROW

Existing

ROW

Existing

+45 Prop,. Type "C" Ent.

+2.0%

7.

8%

Strum \ Prindle \ McNamara DELAWARE NHSX-013-2(42)--3H-28 D.7 jstrum10:07:28 AM pw:\\NTPwint1.dot.int.lan:PWMain\Documents\Projects\2801301018\Design\CADD_Files\Sheet_Files\SHT_28013042Z03_D02.dgn

6/8/2023

ENGLISHFILE NO.

SIGN

SIGN

SIGN

LP

Flg

T A

T A

T A

T A

T P

T A

T A

Uncl. Ent. Pipe

Proposed 24"

T y p e

C E n t

P r o p

T y p e

C E n t

P r o p

T y p e

C E n t

P r o p

T y p e t o p

T y p e t o p

24"x24' C.M.P.

18"x28' C.M.P.

D.A.=40.0 A-R

Conc. Pipe Inlet Ext.

W/ 3'x5'x6' Eliptical

4'x3'x47.4' RCB

Sta. 204+55.16

D.A.=77.0 A-R

4'x4'x51.2' RCB

Sta. 212+81.74

SEC. 31

T-90N R-5W

HONEY CREEK TWP.

SEC. 6

T-89N R-5W

DELAWARE TWP.

SEC. 5

T-89N R-5W

DELAWARE TWP.

SEC. 32

T-90N R-5W

HONEY CREEK TWP.

IA 13 (ML013)

IA 13

Rt. 1015.00

Lt. 1012.55

Install 48"x82' RCP

Sta. 1204+55.00

(Remove)

F.L. =

Rt. 1009.20

Lt. 1009.01

Install 54"x80' RCP

Sta. 1212+80.00

(Remove)

F.L. =

(Remove) (Remove)

Do Not Disturb Trees

1195+00 1200+00 1205+00 1210+00 1215+00 1220+00

990 990

1000 1000

1010 1010

1020 1020

1030 1030

1040 1040

1050 1050

1060 1060

1028.18

+00LT

1025.68

+25LT

1022.50

+00LT

1017.50

+50LT

1012.50

+50LT

1014.00

+00LT

LT DG

-2.00%

LT DG

-4.24%

LT Ditch Grade

-2.00%

LT Ditch Grade

-1.25%

LT DG

+1.00%

1014.85

+50LT

1011.25

+00LT

1009.00

+82LT

1022.70

+25LT LT Ditch Grade -0.80%

LT DG

-1.24%

LT

Di tch Gr ade

+3.0 9%

1024.00

+00LT

1022.50

+00LT

1018.90

+50LT

1017.80

+00LT

LT DG

-1.50%

LT DG

-2.40%

LT DG

-2.20%

1027.00

+00RT

1022.80

+75RT

1017.00

+00RT

1014.70

+55RT

1016.09

+00RT

RT DG

-1.96%

RT DG

-2.40%

RT Ditch Grade

-1.10%

RT DG

-1.48% RT DG

+0.96%

1013.77

+00RT

1009.20

+80RT

1013.00

+00RT

1017.68

+50RT

RT DG

-2.54%

RT D

G+3.1

7% RT DG

+1.87

RT Ditch Grade+0.50%

400.00L =

1026.06ELV =

+50.00VPI =

169K =

+1.84 % -0.53%

400.00L =

1035.20ELV =

+00.00VPI =

300.00L =

1022.19ELV =

+00.00VPI =

400.00L =

1016.85ELV =

+50.00VPI =

632K =

215K = 173K =

-2.49%

-1.86%

-0.46%

-1.86%

-0.46%

+1.84

.5

.9

.4

.9

.4

.9

.4

.9

.4

.0

.5

.0

.6

.1

.6

.2

.7

.3

.8

.3

.9

.4

.9

.5

.1

.7

.3

.0

.7

.4

.1

.9

.7

.6

.4

.3

.2

.1

.0

.9

.7

.6

.5

.4

.3

.2

.1

.9

.8

.7

.6

.5

.4

.2

.1

.0

.9

.8

.7

.5

.4

.3

.2

.1

.0

.9

.7

.6

.6

.5

.6

.6

.7

.8

.0

.2

.4

.6

.9

.3

.6

.0

.5

.0

.4

.9

.3

.8

.2

.6

.9

.2

.4

.7

.8

.0

.1

.2

.2

.2

.2

.1

.0

.8

.7

.6

.4

.3

.2

.0

.9

.8

.7

.5

.4

.3

.1

.0

.9

.7

1021.05

+25RT

RT DG

-2.13%

O 1OOO 1OO

FEET

Ditch Grade Ditch Grade Ditch Grade

Ditch Grade Ditch Grade

DG

Curb

5' Ditch

U.A.C

4' Ditch

Entr.

Entr.

ROW

Existing

ROW

Existing

+24 Prop. Type "C" Ent.

-4.0%

-1 .7

ROW

Existing

ROW

Existing

+21 Prop. Type "C" Ent.

+4.0

.0

ROW

Existing

ROW

Existing

+25 Prop. Type "C" Ent.

-4.5% -1.8%

ROW

Existing

ROW

Existing

+40 Prop. Type "C" Ent.

-4.0%+0.3%

ROW

Existing

ROW

Existing

+99 Prop. Type "C" Ent.

+4.0

.0

Strum \ Prindle \ McNamara DELAWARE NHSX-013-2(42)--3H-28 D.8 jstrum10:07:30 AM pw:\\NTPwint1.dot.int.lan:PWMain\Documents\Projects\2801301018\Design\CADD_Files\Sheet_Files\SHT_28013042Z03_D02.dgn

6/8/2023

ENGLISHFILE NO.

SIGN

SIGN

SB

SB

SB

SIGN

SIGN

SIGN

SIGN

Flg

T P

T P

T A

T P

T A

T P

T A

M M

T A

T A

S I G

N

T P

T A

T A

Uncl. Entr. Pipe

Proposed 18"

Uncl. Entr. Pipe

Proposed 18"

T y p e

C

E n t

P r o p

T y p e

C

E n t

P r o p

T y p e

C

E n t

P r o p

T y p e

C

E n t

P r o p

T y p e

C

E n t

P r o p

T y p e

C

E n t

P r o p

J t

T y p e

C

E n t

P r o p

T y p e

C

E n t

P r o p

Type "C" Ent.

+98 Prop.

D T r e e t

D.A.=10.0 A-R

24"x73' Conc. Pipe

Sta. 254+02.25

SEC. 32

T-90N R-5W

HONEY CREEK TWP.

15"x52' C.M.P.

12"x20' C.M.P. 15"x20' C.M.P.

15"x23' C.M.P.

12"x40' C.M.P.

15"x41' C.M.P.

D.A.=9.0 A-R

Pipe Outlet Ext.

W/ 30"x6' Conc.

2'x2'x41.7' RCB

Sta. 224+86.42

D.A.=322.0 A-R

SKEW 30° RT AH

10'x5'x43.8' RCB

Sta. 230+22.00

D.A.=6.0 A-R

Pipe Outlet Ext.

W/ 30"x6' Conc.

2'x2'x44.5' RCB

Sta. 240+23.52

D.A.=34.0 A-R

Pipe Inlet & Outlet Ext.

W/ 3'x2'x6' Elip. Conc.

3'x'2x39.2' RCB

Sta. 244+80.23

SEC. 31

T-90N R-5W

HONEY CREEK TWP.

IA 13 (ML013)

IA 13

= POT 8237+04.98 (SR150ST)

POT 1237+04.98 (ML013)

F.L. = Rt. 1017.85

Lt. 1016.61

Install 30"x82' RCP

Sta. 1224+85.00

(Remove) F.L. = Rt. 1021.88

Lt. 1025.93

Install 30"x90' RCP

Sta. 1240+25.00

(Remove)

Rt. 1028.30

Lt. 1032.60

Install 36"x90' RCP

Sta. 1244+80.00

(Remove)

F.L. =

F.L. = Rt. 1040.25

Lt. 1041.90

Install 24"x86' RCP

Sta. 1254+00.00

(Remove)

Skew = 30° Rt. Ahd.

Build 12'x4'x98' RCB

Sta. 1230+05.00

(Remove)

(Remove)

(Remove) (Remove)

(Remove)

(Remove)

(Remove)

¡ 53'±¢

8234+82

¡ 50'

8234+46 ¡ 34±¢'

8233+89 ¡ 33'±¢

8233+75

¡ 54'

8234+72

¡ 76'

8236_07±PROP. R/W

1225+00 1230+00 1235+00 1240+00 1245+00 1250+00

1000 1000

1010 1010

1020 1020

1030 1030

1040 1040

1050 1050

1060 1060

1070 1070

1032.60

+80LT

1033.20

+00LT

LT DG+0.50%

1025.63

+25LT 1027.83

+50LT

1032.60

+80LT

LT D

G

+1.76%

LT D

itch G rade

+1.45%

1034.98

+00LT 1037.00

+00LT

1038.41

+25LT

LT D

G+2.02

% LT DG

+1.13%

1038.41

+25LT

1039.91

+25LT

LT DG

+0.75%

LT

DG+3.3

2%

1015.00

+25LT

1011.50

+75LT

1016.50

+50LT

LT Ditch Grade -0.78% LT Di tch Gr ade

+1.33%

1042.40

+00LT

1041.90

+00LT

LT DG

-0.50%

LT DG+1.51%600.00L =

1035.85ELV =

+00.00VPI =

470K =

+2.14

+0.87%

200.00L =

1020.01ELV =

+00.00VPI =

325.00L =

1018.93ELV =

+10.00VPI =

400.00L =

1041.04ELV =

+00.00VPI =

637K =

138K =

991K =

-0.53% -0.21%

+0.87%

-0.21% +2.14

+1.27%

.6

.5

.3

.2

.1

.9

.8

.7

.5

.4

.3

.1

.0

.9

.8

.6

.5

.4

.2

.1

.0

.0

.9

.8

.8

.7

.6

.6

.5

.5

.4

.4

.3

.3

.2

.2

.2

.3

.4

.5

.7

.0

.3

.6

.0

.4

.9

.4

.9

.5

.0

.6

.1

.6

.2

.7

.2

.8

.3

.8

.4

.9

.4

.9

.4

.9

.3

.8

.2

.7

.1

.5

.8

.2

.6

.9

.2

.6

.9

.1

.4

.7

.9

.2

.4

.6

.8

.0

.3

.5

.7

.9

.2

.4

.7

.9

.2

.5

.7

.0

.3

.6

.9

.2

.5

.8

.2

.5

.8

.1

.4

.8

.1

.4

.7

.0

.3

.7

.0

.3

1020.15

+50LT

1019.90

+00LT

1025.63

+25LT

LT DG

-0.50%

LT

DG

+2.5 5%

1017.65

+85RT

1018.71

+80RT

RT DG+0.36%

1018.71

+80RT

1017.30

+00RT

1014.30

+00RT

1012.00

+30RT 1014.50

+00RT

1021.88

+25RT

1027.50

+00RT

1032.50

+00RT 1036.50

+00RT

RT DG

-1.17%

RT DG

-3.00% R T D

G

-7.67%

RT DG

+0.68%

RT Ditch Grade

+1.18%

RT Ditc h Gra de

+1.50%

RT Ditch Grade

+1.00%

RT DG

+2.00

RT Ditch Grade

+1.25%

O 1OOO 1OO

FEET

Ditch Grade Ditch Grade DGDitch Grade

DG

Ditch Grade

Curb 5' Ditch

U.A.C 155th St Entr

Ditch Grade

Entr.

ROW

Existing

ROW

Existing

+88 Prop. Type "C" Ent.

-4.0%+4.0

ROW

Existing

ROW

Existing

+41 Prop. Type "C" Ent.

+4.0 %-1.5%

ROW

Existing

ROW

Existing

+45 Prop. Jt. Type "C" Ent.

-4.0% -4.5%

+89 Prop. Type "C" Ent.

+4.0

-5.0%

ROWROW

+00 Prop. Type "C" Ent.

-8 .8

-2.00%

+78 Prop. Type "C" Ent.

-1 .3

Strum \ Prindle \ McNamara DELAWARE NHSX-013-2(42)--3H-28 D.9 jstrum10:07:33 AM pw:\\NTPwint1.dot.int.lan:PWMain\Documents\Projects\2801301018\Design\CADD_Files\Sheet_Files\SHT_28013042Z03_D02.dgn

6/8/2023

ENGLISHFILE NO.

SIGN

SIGN

Flg

LP

SIGN

SIGN

SIGN SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN SIGN SIGNSIGN

LP

T P

T P

T A

T P

T A

T P

T P T

P

T P

T P

T A

T A

T P

S I G

N

S I G

N

S I G

N

M M

T y p e

C E n t

P r o p

T y p e

C E n t

P r o p

Uncl. Entr. Pipe

Proposed 18"

Uncl. Entr. Pipe

Proposed 30"

T y p e

C E n t

P r o p

COUNTY

C64

NAME

COUNTY

C64

NAME

D.A.=11.0 A-R

SKEW 30° AH LT

30"x87' Conc. Pipe

Sta. 260+18.89

SEC. 30

T-90N R-5W

HONEY CREEK TWP.

SEC. 29

T-90N R-5W

HONEY CREEK TWP.

30"x52' C.M.P.

30"x60' C.M.P.

30"x53' C.P.P.

18"x40' C.M.P.

D.A.=10.0 A-R

Pipe Inlet Ext.

W/ 30"x6' Conc.

2'x2'x54.7' RCB

Sta. 278+28.18

IA 13 (ML013)

IA 13

D T

C

D T

C

= POT 9263+76.23 (SRC64E)

POT 1263+76.23 (ML013)

= POT 9263+76.70 (SRC64W)

POT 1263+76.70 (ML013)

Rt. 1066.00

Lt. 1059.25

Install 30"x104' RCP

Sta. 1278+25.00

(Remove)

F.L. =

Rt. 1048.37

Lt. 1050.37

Skew = 30° Lt. Ahd.

Install 30"x96' RCP

Sta. 1260+20.00

(Remove)

F.L. =

(Remove)

(Remove)

¡ 66'±¢

9265+10

¡ 85'

9264+58±¢

¡ 63'±¢

9263+16

¡ 73'

9262+89±¢

¡ 80'

9264+73±PROP. R/W

¡ 64'±¢

9265+02

1255+00 1260+00 1265+00 1270+00 1275+00 1280+00

1030 1030

1040 1040

1050 1050

1060 1060

1070 1070

1080 1080

1090 1090

1100 1100

1061.95

+00LT 1063.72

+00LT

LT D

G+1.77%

1061.82

+50RT

RT Ditc h Grad e

+1.29%

1054.04

+00LT 1055.12

+00LT

LT DG

+1.08%1043.41

+00LT 1066.46

+00LT

1067.21

+50LT

1065.00

+00LT

1059.25

+25LT

1058.50

+45LT

1059.63

+00LT

1069.00

+75LT

LT DG+0.50% LT DG

-1.47%

LT DG

-4.60%

LT DG

-3.75%

LT D

G+2.05

LT

D itc h G rad e

+3.4 1%

1067.00

+75LT

1066.21

+50RT

1067.62

+00RT

1066.00

+25RT

1066.54

+50RT RT DG

+0.94% RT Ditch Grade

-0.50%

RT DG+2.16

500.00L =

1072.77ELV =

+00.00VPI =

292K =

+1.27% -0.44%

.6

.9

.2

.6

.9

.2

.5

.8

.1

.5

.8

.1

.4

.7

.1

.4

.7

.0

.3

.6

.0

.3

.6

.9

.2

.5

.9

.2

.5

.8

.1

.4

.8

.1

.4

.7

.0

.3

.7

.0

.3

.6

.9

.3

.6

.9

.2

.5

.8

.2

.5

.8

.1

.4

.7

.1

.4

.7

.0

.3

.6

.0

.3

.6

.9

.2

.5

.9

.1

.4

.6

.9

.1

.2

.4

.5

.7

.7

.8

.9

.9

.9

.9

.9

.8

.7

.6

.5

.4

.3

.2

.1

.0

.8

.7

.6

.5

.4

.3

.2

.1

.0

.9

.7

.6

.5

.4

.3

.2

.1

.0

.9

.7

.6

.5

.4

.2

.9

.7

.4

1041.50

+00RT

RT D

G+3.0

0%

1044.50

+00RT 1049.50

+00RT

1051.00

+00RT

1056.00

+00RT

RT Ditch Grade

+1.00%

RT DG

+0.75%

RT D

G

+2.50

O 1OOO 1OO

FEET

Ditch GradeDG DG

DG

Ditch Grade Ditch Grade Ditch Grade

Curb5' Ditch 5' Ditch 5.5'??? Ditch 5' Ditch

5' Ditch 4' Ditch

Dike Co. Rd. C-64

Co. Rd. C-64 Dike

ROW

Existing

ROW

Existing

+57 Prop. Type "C" Ent.

-4.0% -6.2%

ROW

Existing

ROW

Existing

+13 Prop. Type "C" Ent.

-4.0%+4.0

40.00L =

1065.23ELV =

+53.59VPI =

5K =

-4.00% +3.8 5%

ROW

Existing

ROW

Existing

+55 Prop. Type "C" Ent.

-1 .0

Strum \ Prindle \ McNamara DELAWARE NHSX-013-2(42)--3H-28 D.10 jstrum10:07:35 AM pw:\\NTPwint1.dot.int.lan:PWMain\Documents\Projects\2801301018\Design\CADD_Files\Sheet_Files\SHT_28013042Z03_D02.dgn

6/8/2023

ENGLISHFILE NO.

SIGN

SIGN

LP

LP

T P

T P

T A

T P

T P

T P

T P

M M

T y p e t o p

T y p e t

P r o p

T y p e t o p

T y p e

C E n t

P r o p

T y p e t o p

T y p e t o p

Uncl. Ent. Pipe

Proposed 18"

SEC. 30

T-90N R-5W

HONEY CREEK TWP.

SEC. 29

T-90N R-5W

HONEY CREEK TWP.

18"x40' C.P.P.

D.A.=17.0 A-R

Inlet & Outlet Ext.

W/ 30"x6' Conc. Pipe

2'x2'x41.6' RCB

Sta. 291+71.28

D.A.=21.0 A-R

Pipe Inlet Ext.

W/ 3'x2'x6' Elip. Conc.

3'x2'x45.3' RCB

Sta. 299+67.71

D.A.=36.0 A-R

Inlet & Outlet Ext.

W/ 42"x6' Conc. Pipe

3'x3'x38.1' RCB

Sta. 304+36.30

IA 13 (ML013)

IA 13

Rt. 1047.65

Lt. 1044.50

Install 42"x86' RCP

Sta. 1304+35.00

(Remove)

F.L. = Rt. 1047.20

Lt. 1045.89

Install 36"x80' RCP

Sta. 1299+65.00

(Remove)

F.L. =

Rt. 1052.00

Lt. 1049.00

Install 30"x88' RCP

Sta. 1291+75.00

(Remove)

F.L. =

(Remove)

¡ 41'

10315+70 ¡ 30'±¢

10315+50

¡ 54'

10316+11±PROP. R/W

1285+00 1290+00 1295+00 1300+00 1305+00 1310+00

1030 1030

1040 1040

1050 1050

1060 1060

1070 1070

1080 1080

1090 1090

1100 1100

1050.42

+50LT

1046.00

+00LT

LT DG

-1.77%

1044.00

+25LT 1047.16

+50LT

LT

DG+2.53

% LT DG

+0.13%

1059.50

+00LT

1052.00

+00LT

1049.00

+75LT

1049.00

+00LT 1051.94

+00LT

LT D

G

-6.00%

LT Ditch Grade

-2.50%

LT Ditch Grade

-1.09%

LT DG

-0.00%

LT

DG+2.9

4%

1047.26

+25LT

1044.50

+35LT

1046.00

+00LT

1050.00

+00LT

1062.71

+84LT

LT DG

-2.51%

LT DG

+0.91%

LT

DG

+2.00

L T

Di tch G ra de

+4.

1067.13

+50LT

LT DG

-1.57%

1062.90

+00RT

1057.07

+00RT

RT DG

-1.95%

1053.81

+00RT 1052.00

+75RT

1055.50

+50RT

RT DG

-1.03%

RT

DG

+4.

1052.00

+00RT

1048.50

+00RT

1047.20

+65RT

1050.00

+00RT

1047.55

+35RT

1048.75

+50RT

RT DG

-3.50%

RT DG

-0.79%

RT DG

+1.19%

RT DG

-1.04%

RT DG

+1.04%

350.00L =

1067.91ELV =

+00.00VPI =

200.00L =

1057.00ELV =

+00.00VPI =

600.00L =

1070.95ELV =

+00.00VPI =

198K =

281K =

152K =

-0.44%

-0.18%

+2.51

-2.20%

-0.89%

-1.44%

300.00L =

1057.98ELV =

+50.25VPI =

300.00L =

1052.55ELV =

+00.00VPI =

400.63L =

1053.38ELV =

+99.68VPI =

148K = 292K = 169K =

-2.20%

-0.89% +0.14%

-0.18%

+0.14% +2.51

.1

.7

.4

.0

.5

.0

.5

.0

.5

.9

.3

.8

.2

.7

.2

.8

.4

.0

.7

.4

.2

.0

.8

.7

.7

.6

.6

.5

.5

.4

.4

.4

.3

.3

.2

.2

.1

.1

.0

.9

.8

.6

.5

.3

.1

.8

.6

.4

.2

.0

.7

.5

.3

.1

.8

.6

.4

.3

.1

.0

.9

.8

.7

.7

.7

.7

.7

.7

.8

.8

.9

.9

.9

.0

.0

.0

.1

.1

.2

.3

.5

.7

.9

.2

.5

.9

.3

.7

.2

.6

.2

.8

.4

.0

.6

.2

.9

.5

.1

.8

.4

.0

.6

.1

.6

.0

.4

.8

.1

.4

.6

.8

.9

.1

.1

.2

.1

.1

.0

.9

1062.75

+00RT

RT DG-0.50%

O 1OOO 1OO

FEET

ROW

Existing

ROW

Existing

+50 Prop. Type "C" Ent.

+4.0

.0

Ditch Grade Ditch Grade Ditch GradeDG DG

Ditch Grade Ditch Grade Ditch Grade DG

Curb

Curb

5' Ditch No Ditch

4' Ditch 5' Ditch

Entr.

ROW

Existing

ROW

Existing

+13 Prop. Type "C" Ent.

+4.0

.7

ROW

Existing

ROW

Existing

-4.0% +1.2%

+80 Prop. Type "C" Ent.

-2.0%

+5.

5%

ROW

Existing

ROW

Existing

+01 Prop. Type "C" Ent.

-4.0%

-6.5%

ROW

Existing

ROW

Existing

+12 Prop. Type "C" Ent.

-4.0%

.4

Strum \ Prindle \ McNamara DELAWARE NHSX-013-2(42)--3H-28 D.11 jstrum10:07:37 AM pw:\\NTPwint1.dot.int.lan:PWMain\Documents\Projects\2801301018\Design\CADD_Files\Sheet_Files\SHT_28013042Z03_D02.dgn

6/8/2023

ENGLISHFILE NO.

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

LP

SIGN

SIGNT

PT

A T

A T A

T P

T P

S I G

N

T P

M M

T y p e

C E n t

P r o p

T y p e

C E n t

P r o p

T y p e

C E n t

P r o p

T y p e

C E n t

P r o p

T y p e

C E n t

P r o p

T y p e

C E n t

P r o p

J t

Rt. 1058.62

Lt. 1052.84

Install 15"x106' RCP

Sta. 1324+70.00

F.L. =

Uncl. Entr. Pipe

Proposed 18"

Uncl. Entr. Pipe

Proposed 24"

Rt.

Lt.

Install SW-512

Sta. 1325+25.00 - 43.35' Lt

D T r e e t

SEC. 19

T-90N R-5W

HONEY CREEK TWP.

SEC. 20

T-90N R-5W

HONEY CREEK TWP.

18"x30' C.M.P.

20"x60' C.P.P.

D.A.=31.0 A-R

Conc. Pipe Inlet Ext.

W/ 36"x20"x6' Elip.

3'x2'x44.9' RCB

Sta. 320+60.75 D.A.=27.0 A-R

3'x2'x56.7' RCB

Sta. 331+28.77

D.A.=12.0 A-R

Inlet & Outlet Ext.

W/ 30"x6' Conc. Pipe

2'x2'x41.3' RCB

Sta. 342+21.06

IA 13 (ML013)

IA 13

= POT 10316+79.88 (SR140ST)

POT 1316+79.88 (ML013)

Rt. 1088.21

Lt. 1084.31

Install 30'x94' RCP

Sta. 1342+20.00

(Remove)

F.L. =

Rt. 1065.50

Lt. 1063.86

Install 36"x112' RCP

Sta. 1331+25.00

(Remove)

F.L. =

Rt. 1058.62

Lt. 1052.84

Install 36"x90' RCP

Sta. 1320+60.00

(Remove)

F.L. =

XXXXXXXXX)

Deliver to

(Remove & (Remove)

¡ 41'

10315+70 ¡ 30'±¢

10315+50

¡ 54'

10316+11±PROP. R/W

1315+00 1320+00 1325+00 1330+00 1335+00 1340+00

1050 1050

1060 1060

1070 1070

1080 1080

1090 1090

1100 1100

1110 1110

1120 1120

1090.60

+10LT

LT

D

G +5.

1060.53

+00RT

RT DG

+2.16

1064.00

+50LT

1060.00

+50LT

LT DG

-1.57%

LT DG

-4.00% 1077.10

+25LT

1069.00

+00LT

1064.00

+75LT

1064.00

+30LT

L T D

G

-1 .8

LT D

G

-6.67%

1094.00

+75LT

LT DG

+1.08%

1072.78

+00RT

1073.28

+00RT

1065.50

+25RT

1069.96

+00RT

RT DG

+0.50%

RT DG

-3.46% RT Ditch

Grade

+1.19%

1086.53

+75RT

1088.28

+25RT

1092.79

+50RT

RT D

G+3.5

0%

RT D

G+3.6

1%

550.00L =

1080.14ELV =

+50.00VPI =

152K =

+2.7 1% -0.90%

600.00L =

1060.48ELV =

+25.00VPI =

550.00L =

1072.95ELV =

+50.00VPI =

144K =

141K =

-1.44%

-0.90%

+2.7 1%

+3.0 1%

.7

.5

.2

.9

.6

.2

.9

.5

.1

.8

.4

.1

.9

.7

.5

.4

.3

.3

.3

.3

.4

.6

.7

.0

.2

.5

.9

.3

.7

.2

.7

.3

.9

.6

.2

.9

.6

.3

.0

.6

.3

.9

.5

.0

.5

.0

.4

.7

.1

.4

.6

.8

.0

.1

.2

.2

.2

.2

.1

.0

.8

.6

.4

.2

.9

.7

.5

.3

.0

.8

.6

.4

.2

.0

.9

.8

.8

.8

.9

.0

.2

.3

.6

.9

.2

.6

.0

.5

.0

.5

.1

.8

.5

.2

.9

.7

.4

.2

.9

.7

.5

.2

.0

.7

.5

.2

.0

.7

.5

.2

.0

.7

.5

.2

.0

.7

.4

.1

.8

.4

1060.50

+50RT

1057.50

+60RT

RT DG

-0.50%

RT DG

-0.97%

LT Ditch Grade

-1.40%

LT

DG

+2.20

LT

D

G

+4.0 0%

1056.61

+25LT

1052.29

+35LT

1058.13

+00LT 1063.13

+25LT

LT +95

1068.80

LT +25

1067.50

LT +00

1071.63+ 5.

LT

D

G

-4.33%LT DG

O 1OOO 1OO

FEET

Ditch GradeDG DG DG

Ditch Grade Ditch Grade DG

Curb 5' DitchNo Ditch

5' Ditch 5' Ditch

4' Ditch

140th St

No Ditch

Entr.DGEntr.

ROW

Existing

ROW

Existing

+14 Prop. Type "C" Ent.

-4.0% + 8.

1%

ROWROW

+30 Prop. Type "C" Ent.

.0

+4.0

ROW

Existing

ROW

Existing

+34 Prop. Type "C" Ent.

-4.0% + .0

ROW

Existing

ROW

Existing

+05 Prop. Type "C" Ent.

+1.0%-1.0%

+96 Prop. Type "C" Ent.

-4.0%+4.5

ROW

Existing

ROW

Existing +29 Prop. Jt. Type "C" Ent.

+4.0

.0

Strum \ Prindle \ McNamara DELAWARE NHSX-013-2(42)--3H-28 D.12 jstrum10:07:38 AM pw:\\NTPwint1.dot.int.lan:PWMain\Documents\Projects\2801301018\Design\CADD_Files\Sheet_Files\SHT_28013042Z03_D02.dgn

6/8/2023

ENGLISHFILE NO.

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

LP

LP T

AT

A

T

AT

A

T P

T

AT

A T

A

T A

T P

T P

T A

T A

S I G

N

T P

15' EASMENT FOR MVEC

T y p e

C E n t

P r o p

T y p e

C E n t

P r o p

T y p e

C E n t

P r o p

T y p e

C E n t

P r o p

T y p e

C E n t

P r o p

Uncl. Entr. Pipe

Proposed 18"

D T r e e t

SEC. 19

T-90N R-5W

HONEY CREEK TWP.

SEC. 20

T-90N R-5W

HONEY CREEK TWP.

12"x40' C.M.P.D.A.=19.0 A-R

2'x2'x50.8' RCB

Sta. 348+85.39

D.A.=14.0 A-R

4'x5'x42.0' RCB

Sta. 362+89.54 D.A.=17.0 A-R

2'x2'x63.3' RCB

Sta. 374+27.04

SEC. 18

T-90N R-5W

HONEY CREEK TWP.

SEC. 17

T-90N R-5W

HONEY CREEK TWP.

IA 13 (ML013)

IA 13

D T r e e t

= POT 11369+76.96 (SR130STW)

POT 1369+73.96 (ML013)

= POT 11369+76.42 (SR130STE)

POT 1369+76.42 (ML013)

Rt. 1103.40

Lt. 1097.80

Install 36"x100' RCP

Sta. 1348+85.00

(Remove)

F.L. = Rt. 1109.50

Lt. 1105.00

Install 30"x114' RCP

Sta. 1362+90.00

(Remove)

F.L. =

F.L. = Rt. 1089.15

Lt. 1086.47

Install 30"x124' RCP

Sta. 1374+25.00

(Remove)

(Remove)

1345+00 1350+00 1355+00 1360+00 1365+00 1370+00

1080 1080

1090 1090

1100 1100

1110 1110

1120 1120

1130 1130

1140 1140

1150 1150

1130.16

+50LT

1125.32

+00LT

LT DG

-3.23%

1117.96

+00RT

1121.52

+00RT

RT D

G

+3.5 6%

1097.50

+00LT

1103.00

+75LT

1097.80

+85LT

1097.20

+40LT

1098.50

+25LT

1110.00

+00LT

1127.46

+62LT

LT DG

+1.08%

LT

D

G

7.

LT DG

-4.73%

LT DG

-1.09%

LT DG+1.53%

L T

Di tch G ra de

+4.1 8%

L T D

G

.7

1104.22

+50RT

1103.40

+85RT

1107.16

+00RT

RT DG

-2.34%

RT D

G+3.2 7%

1110.50

+25RT

R T D

G

-1 .0

1125.62

+00RT

1126.12

+00RT

1124.56

+50RT

RT DG

+0.50%

RT DG

-1.04%

1107.50

+50RT

1106.63

+10RT

1103.03

+00RT

1096.00

+50RT

RT DG

-1.45% RT DG

-4.00%

RT DG

-4.69%

RT DG

-2.50%

1093.50

+50RT

1089.15

+25RT

RT DG

-5.80%

RT D

G+3.0 3%

400.00L =

1102.31ELV =

+25.00VPI =

700.00L =

1138.00ELV =

+00.00VPI =

500.00L =

1114.95ELV =

+75.00VPI =

349K =

91K =

153K =

+3.0 1%

+3.7 0%

-0.17%

+1.87

-4.00%

-3.44%

300.00L =

1110.25ELV =

+50.00VPI =

400.00L =

1116.00ELV =

+50.00VPI =

600.00L =

1095.18ELV =

+50.00VPI =

164K =

104K =

124K =

+1.87

-4.00%

-3.44%

+3.7 0%

-0.17%

+1.41%

.1

.7

.3

.9

.4

.0

.5

.0

.5

.0

.5

.9

.4

.9

.4

.0

.6

.2

.9

.6

.4

.1

.0

.8

.8

.7

.6

.5

.5

.4

.3

.2

.2

.1

.0

.9

.7

.5

.2

.8

.3

.8

.2

.5

.8

.0

.2

.2

.2

.1

.0

.8

.5

.2

.8

.3

.7

.1

.4

.6

.8

.9

.0

.0

.1

.2

.4

.7

.0

.4

.9

.4

.9

.6

.3

.0

.8

.7

.6

.6

.5

.5

.5

.4

.4

.3

.3

.2

.0

.8

.6

.3

.0

.7

.3

.9

.4

.9

.3

.7

.1

.4

.7

.9

.1

.3

.5

.6

.8

.1

.4

.8

.2

.7

.2

.8

.4

.1

.8

.5

1116.88

+00RT

1112.76

+00RT

1111.00

+75RT

1109.50

+90RT

1111.70

+25RT

1112.60

+00RT

1113.30

+40RT

1113.20

+80RT

RT DG

-4.12%

RT DG

-2.35%

RT DG

+1.20%

RT DG+1.75%

RT DG

-0.25%

1118.76

+50LT

1110.30

+75LT

1105.00

+90LT

1105.00

+95LT

LT D

G

-6.77%

LT DG

-4.61%

LT D

itch G rade

-7.43%

LT Ditch Grade

-5.62%

LT Ditch Grade

-4.20%

LT D

itch

Grad e

+1.78% 1097.21

+50LT

1093.50

+00LT

1086.47

+25LT

1085.00

+60LT

O 1OOO 1OO

FEET

Ditch Grade DG DG DG

Ditch Grade Ditch GradeDG DG Ditch Grade

DG

Curb

Curb

5' Ditch 5' DitchNo Ditch

4' Ditch 5' Ditch 5' Ditch 5' Ditch

130th St

Entr Entr

DG

130th St

ROW

Existing

ROW

Existing

+40 Prop. Type "C" Ent.

-4.0% .1

ROWROW

+34 Prop. Type "C" Ent.

-5.0%

+4.0

ROW

Existing

ROW

Existing +53 Prop. Type "C" Ent.

-4.0% .3

ROW

Existing

ROW

Existing +59 Prop. Type "C" Ent.

+4.0

7.

Strum \ Prindle \ McNamara DELAWARE NHSX-013-2(42)--3H-28 D.13 jstrum10:07:39 AM pw:\\NTPwint1.dot.int.lan:PWMain\Documents\Projects\2801301018\Design\CADD_Files\Sheet_Files\SHT_28013042Z03_D02.dgn

6/8/2023

ENGLISHFILE NO.

SIGNSIGN

SIGN

LP

T P

T A

T A

T A

T A

T P

T A

T A

T A

T A

E B

U B

T A

T A

T A

T A

T A

M M

T

AE

B

T P

T y p e

C E n t

P r o p

T y p e

C E n t

P r o p

T y p e t

P r o p

T y p e t

P r o p

T y p e t o p

T y p e

C E n t

P r o p

T y p e t o p

T y p e t o p

T y p e

C E n t

P r o p

T y p e t o p

T y p e

B t o p

T y p e

C E n t

P r o p

C l o s e

T y p e t x i s t

C l o s e

T y p e t i s t

C l o s e

T y p e t i s t

Uncl. Entr. Pipe

Proposed 18"

Uncl. Entr. Pipe

Proposed 18"

Uncl. Entr. Pipe

Proposed 18"

Uncl. Entr. Pipe

Proposed 18"

Uncl. Entr. Pipe

Proposed 18"Uncl. Entr. Pipe

Proposed 18"

SEC. 18

T-90N R-5W

HONEY CREEK TWP.

SEC. 17

T-90N R-5W

HONEY CREEK TWP.

15"x28' C.M.P.

D.A.=17.0 A-R 2'x2'x63.3' RCB Sta. 374+27.04

D.A.=10.0 A-R

2'x2'x43.5' RCB

Sta. 380+98.34

D.A.=38.0 A-H

W/ 42" Aprons

3'x2'x47.6' RCB

Sta. 390+71.64

D.A.=17.0 A-H

2'x2'x51.4' RCB

Sta. 400+40.75

IA 13 (ML013)

IA 13

Rt. 1089.15

Lt. 1086.47 Install 30"x124' RCP Sta. 1374+25.00

(Remove)

Rt. 1089.90

Lt. 1087.00

Install 30"x102' RCP

Sta. 1400+40.00

(Remove)

F.L. =

Rt. 1084.80

Lt. 1084.69

Install 42"x108' RCP

Sta. 1390+75.00

(Remove)

F.L. = Rt. 1099.90

Lt. 1095.70

Install 30"x92' RCP

Sta. 1381+00.00

(Remove)

F.L. =

(Remove)

Do Not Disturb Well

& Statue

Electrical Box

Do Not Disturb

1375+00 1380+00 1385+00 1390+00 1395+00 1400+00

1070 1070

1080 1080

1090 1090

1100 1100

1110 1110

1120 1120

1130 1130

1140 1140

1096.15

+50LT

1088.00

+00LT

1084.69

+75LT

1085.81

+00LT

1089.58

+00LT

LT DG

-5.44%

LT DG

-4.41% LT DG+0.50% LT

D

G+3.7 6%

1093.32

+00LT

1089.50

+50LT

1087.00

+00LT

LT DG

-2.55% LT DG

-5.00%

LT DG

+0.00%

1094.46

+00RT 1098.00

+75RT

RT D

G+3.0

3%

RT

DG

+4.

1103.00

+50RT

1099.90

+00RT

1100.51

+00RT

RT D

G

-6.20% RT DG

+0.61%

1103.19

+00RT

1103.69

+00RT

1102.77

+00RT

RT DG

+0.50%

RT DG

-0.93%

1098.02

+00RT

1093.00

+00RT

1088.00

+25RT

1084.80

+75RT

1087.98

+50RT

1089.90

+50RT

RT DG

-5.02%

RT DG

-4.00%

RT D

G

-6.40%

RT

DG+4.2

4%

RT DG

+0.96%

1094.29

+25RT

1095.69

+00RT

1093.00

+00RT

1089.90

+40RT

1093.84

+70RT

1093.70

+10RT

RT DG+1.87

RT DG

-2.69%

RT DG

-2.21% RT DG

+1.71%

RT DG

-0.36%

500.00L =

1111.39ELV =

+00.00VPI =

400.00L =

1099.63ELV =

+00.00VPI =

300.00L =

1095.00ELV =

+00.00VPI =

92K =

168K =

233K =

+1.41%

+1.61%

-0.77%

-4.00%

-0.77%

-2.06%

550.00L =

1090.40ELV =

+25.00VPI =

98K =

-4.00% +1.61%

.4

.2

.2

.1

.2

.2

.4

.5

.8

.0

.4

.7

.1

.4

.8

.1

.5

.8

.2

.5

.9

.2

.6

.9

.3

.6

.0

.4

.7

.1

.4

.8

.1

.5

.8

.1

.4

.6

.7

.7

.7

.6

.5

.3

.0

.6

.2

.7

.1

.5

.8

.0

.2

.3

.3

.4

.5

.6

.9

.1

.5

.9

.4

.9

.5

.2

.9

.7

.6

.5

.5

.6

.7

.9

.1

.4

.8

.2

.6

.0

.4

.8

.1

.4

.7

.9

.1

.3

.4

.5

.5

.5

.5

.5

.4

.2

.0

.8

.7

.5

.3

.1

.9

.7

.5

.3

.1

.9

.7

.4

.1

.8

.5

.1

.7

.3

.8

.4

.9

.4

1087.00

+50LT

1088.00

+29LT

1088.67

+50LT

1089.50

+00LT

LT DG

+1.27%

LT

DG

+3.1 5%

LT D

G+1.67%

LT D

itch

Grad e

+1.78%

L T

D itc h G ra de

6.

L T

Di tch G ra de

+4.4

L

D it c h

G ra d e

.7

1086.60

+50LT

1093.00

+50LT 1095.20

+00LT 1098.34

+20LT

LT Ditch Grade

-4.96%

LT Ditch Grade+0.50% L

T Di tc h

Gr ad e

5.

LT

Di tch Gr ade

+3.1 9%

LT Ditch Grade+0.50% LT Ditch Grade

-2.67%

1101.90

+75LT

1095.70

+00LT

1096.20

+00LT

1101.75

+00LT

1104.94

+00LT

1105.44

+00LT

1102.77

+00LT

O 1OOO 1OO

FEET

DG Ditch Grade Ditch Grade Ditch Grade

Ditch Grade Ditch GradeDG DG DG

Curb

Curb Curb

5' Ditch 5' Ditch

4' DitchNo Ditch

5' Ditch 5' Ditch 4' Ditch

Entr

No Ditch

ROW

Existing

ROW

Existing

+42 Prop. Type "C" Ent.

-4.0% -1

.0

ROW

Existing

ROW

Existing +43 Prop. Type "C" Ent.

-1.0%+4.0

ROW

Existing

ROW

Existing

+11 Prop. Type "C" Ent.

-1.8% -7.8%

ROW

Existing

ROW

Existing +45 Prop. Type "C" Ent.

+4.0

8.

0%

ROW

Existing

ROW

Existing +26 Prop. Type "C" Ent.

-3.6% +4.0

ROW

Existing

ROW

Existing

-4.0% .0

ROW

Existing

ROW

Existing

+30 Prop. Type "C" Ent.

+4.0

.8

ROW

Existing

ROW

Existing +88 Prop. Type "C" Ent.

-4.0% +6.

0%

ROW

Existing

ROW

Existing +53 Prop. Type "C" Ent.

+4.0 %-1.4%

ROW

Existing

ROW

Existing +08 Prop. Type "C" Ent.

.2

+4.0

+70 Prop. Type "B" Ent.

-4.0%+3.5

ROW

Existing

ROW

Existing +83 Prop. Type"C" Ent.

+4.0

+5.

8%

Strum \ Prindle \ McNamara DELAWARE NHSX-013-2(42)--3H-28 D.14 jstrum10:07:41 AM pw:\\NTPwint1.dot.int.lan:PWMain\Documents\Projects\2801301018\Design\CADD_Files\Sheet_Files\SHT_28013042Z03_D02.dgn

6/8/2023

ENGLISHFILE NO.

SIGN

SIGN

SIGN

SIGN

LP

LP

T P

T A T

A

T A

T P

T

AT

A T

A

T A

T P

T P

T A

T A

T A

T A

T A

T A

.5

.3 x = ___

L = ___ e = ___

2.30E =

15000.00R =

525.78L =

262.92T =

(LT)02°00'30.03"¬ =

.4

P I

T y p e t

P r o p

T y p e

C E n t

P r o p

T y p e t o p

T y p e t o p

Uncl. Entr. Pipe

Proposed 18"

Uncl. Entr. Pipe

Proposed 18'

SEC. 18

T-90N R-5W

HONEY CREEK TWP.

SEC. 17

T-90N R-5W

HONEY CREEK TWP.

SEC. 7

T-90N R-5W

HONEY CREEK TWP.

SEC. 8

T-90N R-5W

HONEY CREEK TWP.

18"x41' C.M.P.

18"x60' C.M.P.

D.A.=160.0 A-H

Pipe Inlet Ext.

W/ 66"x6' Conc

5'x5'x46.0' RCB

Sta. 409+62.55 D.A.=25.0 A-R

3'x3'x61.8' RCB

Sta. 432+31.85

IA 13 (ML013)

IA 13

F.L. = Rt. 1097.50

Lt. 1095.00

Install 36"x122' RCP

Sta. 1432+30.00

(Remove)

F.L. = Rt. 1079.15

Lt. 1070.07

Install 78"x88' RCP

Sta. 1409+65.00

(Remove)

(Remove)

(Remove)

1405+00 1410+00 1415+00 1420+00 1425+00 1430+00

1060 1060

1070 1070

1080 1080

1090 1090

1100 1100

1110 1110

1120 1120

1130 1130

1091.07

+80RT

1086.62

+50RT

RT D

G

-6.36%

1079.47

+00LT

1066.75

+50LT

1066.75

+00LT

1074.00

+50LT

1080.00

+00LT

1087.50

+00LT 1094.83

+50LT

1103.25

+50LT

1107.00

+25LT

1107.10

+50LT

LT

D

G

-8 .4

LT

DG

+2.9 0%

LT

DG

+2.40

LT

D

G

+3.7 5%

LT D

itch G rade

+1.63%

L T

Di tch G ra de

+4.2 1%

LT Ditc h Grade

+1.00%

LT DG+0.40%

1093.95

+30LT 1094.80

+75LT

1101.50

+00LT

LT D

G+1.89

LT

D

G +5.

% LT D

G+2.33

1082.50

+50RT

1078.00

+25RT

1072.15

+65RT

1075.25

+50RT

1076.50

+00RT

1079.00

+00RT

1093.00

+00RT 1098.50

+00RT

1105.95

+00RT

RT D

G

-6.00%

RT DG

-4.18%

RT D

G+3.6

5% RT DG+0.50%

RT DG

+1.25%

R T

DG

+4.

RT D

G

+2.7 5%

R T D

G

+3.7 3%

1107.05

+50RT

1107.55

+50RT

1105.38

+00RT

RT DG

+0.50%

RT DG

-1.44%

1102.55

+00RT

1097.50

+30RT

1104.11

+25RT

RT DG

-3.89%

RT D

G

+3.3 9%

1000.00L =

1115.35ELV =

+50.00VPI =

226K =

+3.3 8%

-1.04%

750.00L =

1076.49ELV =

+00.00VPI =

500.00L =

1106.01ELV =

+50.00VPI =

138K =

221K =

-2.06%

-1.04%

+3.3 8%

+1.22%

.8

.3

.8

.3

.8

.3

.8

.2

.7

.2

.7

.2

.7

.2

.7

.2

.8

.5

.2

.9

.7

.5

.4

.3

.2

.2

.3

.4

.5

.7

.0

.2

.6

.9

.3

.8

.3

.9

.5

.1

.8

.5

.3

.1

.0

.8

.6

.5

.3

.2

.0

.9

.7

.6

.4

.2

.0

.8

.6

.3

.0

.6

.3

.9

.5

.0

.6

.1

.5

.0

.4

.8

.1

.5

.8

.1

.3

.5

.7

.9

.0

.2

.2

.3

.3

.3

.3

.3

.2

.1

.9

.8

.6

.4

.1

.9

.6

.3

.1

.8

.6

.3

.1

.9

.7

.6

.5

.4

.4

.4

.4

.4

.5

.6

.7

.8

.0

.2

.5

.7

LT +80

1105.20

LT +00

1096.50

-7.25% R T D

G

O 1OOO 1OO

FEET

Ditch Grade Ditch Grade

DG

Ditch Grade Ditch GradeDitch Grade

DG

4' Ditch Curb

3' Ditch 4' Ditch 5' Ditch

Entr.

ROW

Existing

ROW

Existing

+62 Prop. Type "C" Ent.

.0

+4.0

ROWROW

+73 Prop. Type "C" Ent.

0% + .5

+46 Prop. Type "C" Ent.

-7.0% 0%

ROWROW

+91 Prop. Type "C" Ent.

Strum \ Prindle \ McNamara DELAWARE NHSX-013-2(42)--3H-28 D.15 jstrum10:07:42 AM pw:\\NTPwint1.dot.int.lan:PWMain\Documents\Projects\2801301018\Design\CADD_Files\Sheet_Files\SHT_28013042Z03_D02.dgn

6/8/2023

ENGLISHFILE NO.

SIGN

SIGN

SIGN

LP

T A

T P

T A

T P

E B

S T

S T

M M

T y p e t o p

T y p e t o p

T y p e t o p

T y p e t o p

T y p e t o p

T y p e t o p

Uncl. Entr. Pipe

Proposed 24"

Uncl. Entr. Pipe

Proposed 18"

Uncl. Entr. Pipe

Proposed 18"

D.A.=10.0 A-R

2x2x68.2' RCB

Sta. 438+28.40

24"x39' C.M.P.

D.A.=23.0 A-R

2'x2'x54.2' RCB

Sta. 444+11.24

D.A.=36.0 A-R

3'x3'x57.0' RCB

Sta. 450+95.62

D.A.=78.0 A-R

Pipe Inlet & Outlet Ext.

W/ 48"x36"x6' Elip. Conc.

4'x3'x40.6' RCB

Sta. 456+30.12

SEC. 7

T-90N R-5W

HONEY CREEK TWP.

SEC. 8

T-90N R-5W

HONEY CREEK TWP.

IA 13 (ML013)

IA 13

Rt. 1102.50

Lt. 1102.04

Install 54"x78' RCP

Sta. 1456+30.00

(Remove)

F.L. =

Rt. 1102.50

Lt. 1101.50

Install 42"X118' RCP

Sta. 1451+00.00

(Remove)

F.L. = Rt. 1113.40

Lt.