23-070_DOT 28-0132-048_Clearing & Grubbing Current_Plan.pdf

jstrum11:41:43 AM pw:\\NTPwint1.dot.int.lan:PWMain\Documents\Projects\2801301018\Design\_048_Clearing_and_Grubbing\CADD_Files\Sheet_Files\SHT_C&G_28013048Z03_A01.dgn

DESIGN TEAM PROJECT NUMBER SHEET NUMBER COUNTY

9/1/2023

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.

Jason Strum

RC.1 Rachel Harris Landscape Design

INDEX OF SEALS

NAMESHEET NO.

Primary Signature Block

TYPE

A.1

BID QUANTITY SHEETS

C.1

RC.2

Ref. Loc. 53.7

END CONSTRUCTION

STA. 1513+75.00

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

DateSignature

Printed or Typed Name

My license renewal date is December 31, 20

Pages or sheets covered by this seal:

ROADWAY DESIGN

I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that I the State of Iowa.

am a duly licensed Professional Engineer under the laws of

09-01-2023

A.1, C.1-C.2, D.1-D.18, G.7-G8, X

LI

C E N S

ED

PR

OFESSIONAL

EN

G

IN

E E R

IOWA

16333

Jason R.

Strum

Jason R. Strum

Ref. Loc. 44.0

BEGIN CONSTRUCTION

STA. 1025+61.75

COUNTYDELAWARE

Clearing and Grubbing

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

N H

S N

-0

-2

(0

-2 R

-2

C le ar in g an d G ru bb in g

/2

/2

C O

U N

TY

D

EL

A

W A

RE

18-28-013-010

NHSN-013-2(048)--2R-28

NHSN-013-2(043)--2R-28

Strum \ Prindle \ McNamara DELAWARE NHSN-013-2(048)--2R-28 A.1

Item

no. Item Code Item Unit

Quantities

Estimate Reference NotesEstimated Roadway Items

1 2101-0850001 CLEARING AND GRUBBING ACRE 6.3

Refer to D Sheets for details. Do not grub area "AB" shown on sheet D.6.

All material generated as a result of Clearing and Grubbing shall become the property of the contractor and must be disposed off site.

Includes 13,432 LF of fence removal. Refer to Tab 100-8 for details.

2 2528-8445110 TRAFFIC CONTROL LS 1 Refer to J sheets.

3 2528-8445113 FLAGGERS EACH 0

See Proposal.

4 2533-4980005 MOBILIZATION LS 1 - -

Roadway Items : Roadway ItemsESTIMATED PROJECT QUANTITIES AND REFERENCE NOTES

Design Team :Jason Holst County Name :Delaware Project Number:NHSN-013-2(048)--2R-28 09/07/2023 9:44 AM SHEET C.1

9/1/2023 11:46:41 AM jstrum c:\pw_work\pwmain\jstrum\d2142472\SHT_28013048Z03_C01.xlsm

COUNTY PROJECT NUMBER NHSN-013-2(048)--2R-28 SHEET NUMBER C.2FILE NO. ENGLISH DESIGN TEAM Strum\Prindle\McNamara DELAWARE

Number Date Title TC-1 10-15-19 Work Not Affecting Traffic (Two-Lane or Multi-Lane) TC-202 04-18-23 Work Within 15 ft of Traveled Way TC-213 04-18-23 Lane Closure with Flaggers TC-251 04-18-23 Temporary Road Closure

105-4 10-18-11

STANDARD ROAD PLANS

The following Standard Road Plans apply to construction work on this project.

262-5 10-18-05

This is a POINT 25 project and is subject to the provisions of IAC 761-115.25.

UTILITIES

(POINT 25 PROJECT)

Station Offset Station Offset LF 1085+50.00 51' Lt 1086+53.00 50' Lt Field 121.0 1090+16.00 42' Lt 1098+27.00 47' Lt Field 811.0 1099+84.00 45' Lt 1105+81.00 46' Lt Field 599.0 1099+88.00 45' Rt 1107+75.00 48' Rt Field 784.0 1113+36.00 50' Rt 1118+46.00 51' Rt Field 510.0 1119+65.00 50' Rt 1123+83.00 53' Rt Field 418.0 1143+59.00 62' Lt 1148+03.00 86' Lt Field 490.0 1148+54.00 89' Lt 1157+18.00 95' Lt Field 971.0 1277+03.00 74' Lt 1281+64.00 41' Lt Field 493.0 1311+28.00 60' Lt 1311+75.00 60' Lt Field 65.0 1312+92.00 60' Lt 1316+46.00 85' Lt Field 383.0 1317+11.00 92' Lt 1323+87.00 44' Lt Field 718.0 1329+46.00 67' Lt 1343+13.00 61' Lt Field 1385.0 11367+17.00 33' Lt 11369+12.00 35' Lt Field 196.0 130th St 1370+07.00 63' Lt 1372+47.00 60' Lt Field 240.0 1372+72.00 60' Lt 1376+06.00 36' Lt Field 336.0 1380+36.00 51' Lt 1389+90.00 50' Lt Field 954.0 1391+68.00 51' Lt 1398+91.00 62' Lt Field 769.0 1400+58.00 63' Lt 1403+35.00 63' Lt Field 277.0 1404+45.00 63' Lt 1409+49.00 61' Lt Field 504.0 1409+86.00 60' Lt 1417+20.00 62' Lt Field 734.0 1418+03.00 62' Lt 1420+67.00 62' Lt Field 264.0 1421+21.00 62' Lt 1422+75.00 62' Lt Field 154.0 1423+59.00 61' Lt 1425+59.00 59' Lt Field 200.0 1440+34.00 48' Rt 1442+66.00 49' Rt Field 232.0 1445+13.00 48' Rt 1449+24.00 49' Rt Field 411.0 1452+34.00 60' Lt 1455+77.00 62' Lt Field 343.0 1456+70.00 61' Lt 1457+40.00 61' Lt Field 70.0

Total 13432.0

100-08 04-17-18

REMOVAL OF FENCE

Removal of Field Fence is incidental to Clearing and Grubbing.

Location Type

Length RemarksFrom To jstrum11:58:57 AM pw:\\NTPwint1.dot.int.lan:PWMain\Documents\Projects\2801301018\Design\_048_Clearing_and_Grubbing\CADD_Files\Sheet_Files\SHT_C&G_28013048Z03_D01.dgn

8/22/2023

ENGLISHFILE NO.

UTILITY LEGEND

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

Fire Hydrant

Water Hydrant (Rural)

Existing Intake

Right of Way Rail or Lot Corner

Edge of Water

Concrete Monument

Existing Utility Access (Manhole)

Existing 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)

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)

(10) Green

Yellow

(6) Orange

(4)

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)

Existing Pavement Shading(225) Green, Light

Proposed Structure Shading(3) Red

(70) Orange Proposed Shoulder Granular Shading

Orange, Light (134) Proposed Granular Entrance Shading

Yellow (220) Proposed Paved Entrance Shading

(68) Yellow Proposed Shoulder Paved Full Depth Shading

(132) Yellow Proposed Shoulder Paved Partial Depth Shading

Delineates Restricted Areas(3) Red

D.1

Iowa DOT

Alliant Energy

Iowa Communications Network

Black Hills

Windstream Communications

Iowa Regional Water mmahler@irua.net

(641)-792-7011

Matt Mahler stephen.kness@windstream.com

(319)-790-7678

Stephen Kness brian.mcwilliams@blackhillscorp.com

(563)-927-1017

Brian McWilliams timothy.flickinger@icn.state.us

(515)-725-4699

Tim Flickinger lmickbennett@alliantenergy.com

(319)-786-2005

Mick Bennett douglas.lickteig@iowadot.us

(319)-443-2370

Doug Lickteig

CIPCO

adam.clymer@cipco.net

(319)-734-4323

Adam Clymer

ITC

clevi@itctransco.com

(319)-297-6765

Chad Levy

Maquoketa Valley REC nschulte@mvec.com

(319)-462-3542

Nic Schulte

Mediacom dcallan@mediacomcc.com / ceggert@mediancomcc.com

(319)-493-8319 / (563)-419-5160

Dewey Callan or Craig Eggert

Windstream Communications dan.hogan@windstream.com

(563)-920-2428

Dan Hogan jstrum9:23:39 AM pw:\\NTPwint1.dot.int.lan:PWMain\Documents\Projects\2801301018\Design\_048_Clearing_and_Grubbing\CADD_Files\Sheet_Files\SHT_C&G_28013048Z03_D02.dgn

9/7/2023

ENGLISHFILE NO.

S

IG

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IA 13 (ML013) 13

IA 13

t h

S t r e e t st

S tr e e t

Ref. Loc. 44.0

BEGIN PROJECT

STA. 1025+61.75

- Approximate Clearing and Grubbing

Strum \ Prindle \ McNamara DELAWARE NHSN-013-2(048)--2R-28 D.2

O 1OOO 1OO

FEET

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9/7/2023

ENGLISHFILE NO.

SIGN

SIGN

SIGN

SIGN

SIGN

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SIGN

SIGN

SIGN

SIGN SIGN SIGN

SB

BEGIN PAVING

END RESURFACING

STA. 1051+00.00

t h

S t r e e t

SEC. 17

T-89 R-5W

DELAWARE TWP.

IA 13 (ML013)13

IA 13

t h

S r e e t

F i r e f l y

R o a d r e e t

= POT 4062+58.73 (SRFIREFLYRD)

POT 1062+58.73 (ML013)

= POT 5070+20.48 (SR185ST)

POT 1070+20.48 (ML013)

0.02 Acres

Area A =

0.17 Acres

Area B =

0.02 Acres

Area C =

0.05 Acres

Area D =

0.08 Acres

Area E =

0.02 Acres

Area F =

0.01 Acres

Area G =

- Approximate Clearing and Grubbing

Station: 1061+16.86

Offset: 75.25' Lt.

Station: 1062+29.55

Offset: 76.00' Lt.

Station: 1062+95.28

Offset: 122.99' Lt.

Station: 1063+16.41

Offset: 79.85' Lt.

Station: 1064+56.36

Offset: 78.93' Lt.

Station: 1065+96.32

Offset: 78.00' Lt.

Station: 1066+67.00

Offset: 77.00' Lt.

Station: 1066+82.50

Offset: 74.00' Lt.

Station: 1067+60.90

Offset: 72.50' Lt.

Station: 1067+77.81

Offset: 75.00' Lt.

Station: 1068+04.58

Offset: 75.28' Lt.

Station: 1068+34.92

Offset: 75.60' Lt.

Station: 1069+70.25

Offset: 77.01' Lt.

Station: 1070+65.25

Offset: 78.00' Lt.

Station: 1072+56.33

Offset: 80.00' Lt.

Station: 1072+78.16

Offset: 81.50' Lt.

Station: 1072+93.04

Offset: 63.51' Lt.

Strum \ Prindle \ McNamara DELAWARE NHSN-013-2(048)--2R-28 D.3 jstrum9:23:48 AM pw:\\NTPwint1.dot.int.lan:PWMain\Documents\Projects\2801301018\Design\_048_Clearing_and_Grubbing\CADD_Files\Sheet_Files\SHT_C&G_28013048Z03_D02.dgn

9/7/2023

ENGLISHFILE NO.

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SEC. 17

T-89N R-5W

DELAWARE TWP.

IA 13 (ML013)13

IA 13

r e e t r e e t

= POT 6099+23.32 (SR180ST)

POT 1099+23.32 (ML013)

0.02 Acres

Area H =

0.02 Acres

Area I =

0.01 Acres

Area J =

0.01 Acres

Area K =

0.01 Acres

Area L =

0.02 Acres

Area M =

- Approximate Clearing and Grubbing

Station: 1087+11.44

Offset: 47.71' Lt.

Station: 1087+50.01

Offset: 51.38' Lt.

Strum \ Prindle \ McNamara DELAWARE NHSN-013-2(048)--2R-28 D.4 jstrum9:23:52 AM pw:\\NTPwint1.dot.int.lan:PWMain\Documents\Projects\2801301018\Design\_048_Clearing_and_Grubbing\CADD_Files\Sheet_Files\SHT_C&G_28013048Z03_D02.dgn

9/7/2023

ENGLISHFILE NO.

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SEC. 8

T-89N R-5W

DELAWARE TWP.

IA 13 (ML013) 13

IA 13

0.02 Acres

Area M =

0.37 Acres

Area N =

0.01 Acres

Area O =

0.01 Acres

Area P =

0.01 Acres

Area Q =

0.01 Acres

Area R =

0.01 Acres

Area S =

0.22 Acres

Area T =

- Approximate Clearing and Grubbing

Station: 1126+49.29

Offset: 77.00' Rt.

Station: 1123+77.82

Offset: 69.69' Rt.

Strum \ Prindle \ McNamara DELAWARE NHSN-013-2(048)--2R-28 D.5 jstrum9:23:54 AM pw:\\NTPwint1.dot.int.lan:PWMain\Documents\Projects\2801301018\Design\_048_Clearing_and_Grubbing\CADD_Files\Sheet_Files\SHT_C&G_28013048Z03_D02.dgn

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SEC. 8

T-89N R-5W

DELAWARE TWP.

SEC. 7

T-89N R-5W

DELAWARE TWP.

SEC. 6

T-89N R-5W

DELAWARE TWP.

IA 1

3 (M

L01 3)

IA 13

0.05 Acres

Area U =

0.10 Acres

Area V =

0.01 Acres

Area W =

0.003 Acres

Area X =

0.01 Acres

Area Y =

0.01 Acres

Area Z =

0.07 Acres

Area AA =

0.04 Acres

Area AB =

0.33 Acres

Area AC =

- Approximate Clearing and Grubbing

Do Not Grub Cut Only

Station: 1142+08.96

Offset: 76.23' Lt.

Station: 1143+70.57

Offset: 77.00' Lt.

Station: 1145+29.58

Offset: 74.55' Rt.

Station: 1145+47.55

Offset: 72.16' Rt.

Station: 1157+60.51

Offset: 155.60' Lt.

Station: 1160+00.00

Offset: 81.22' Lt.

Station: 1161+30.00

Offset: 87.00' Lt.

Station: 1161+50.65

Offset: 86.08' Lt.

Strum \ Prindle \ McNamara DELAWARE NHSN-013-2(048)--2R-28 D.6 jstrum9:23:59 AM pw:\\NTPwint1.dot.int.lan:PWMain\Documents\Projects\2801301018\Design\_048_Clearing_and_Grubbing\CADD_Files\Sheet_Files\SHT_C&G_28013048Z03_D02.dgn

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SEC. 6

T-89N R-5W

DELAWARE TWP.

IA 13 (ML013)13

IA 13

r e e 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)

0.40 Acres

Area AD =

0.12 Acres

Area AE =

0.07 Acres

Area AF =

0.03 Acres

Area AG =

0.62 Acres

Area AI =

0.20 Acres

Area AH =

- Approximate Clearing and Grubbing

Station: 1166+80.54

Offset: 75.18' Lt.

Station: 1168+00.00

Offset: 70.00' Lt.

Station: 1169+68.00

Offset: 85.00' Lt.

Station: 1171+84.85

Offset: 68.57' Lt.

Station: 1168+71.00

Offset: 49.00' Rt.

Station: 1170+53.37

Offset: 63.00' Rt.

Station: 1170+83.69

Offset: 56.53' Rt.

Station: 1179+69.99

Offset: 72.67' Lt.

Station: 1180+06.69

Offset: 76.33' Lt.

Station: 1180+09.93

Offset: 100.49' Lt.

Station: 1180+27.54

Offset: 99.00' Lt.

Station: 1180+29.20

Offset: 58.59' Lt.

Station: 1181+09.35

Offset: 58.64' Lt.

Strum \ Prindle \ McNamara DELAWARE NHSN-013-2(048)--2R-28 D.7 jstrum9:24:02 AM pw:\\NTPwint1.dot.int.lan:PWMain\Documents\Projects\2801301018\Design\_048_Clearing_and_Grubbing\CADD_Files\Sheet_Files\SHT_C&G_28013048Z03_D02.dgn

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T-89N R-5W

DELAWARE TWP.

SEC. 31

T-90N R-5W

HONEY CREEK TWP.

IA 13 (ML013)13

IA 13

Do Not Disturb Trees

0.62 Acres

Area AI =

0.01 Acres

Area AJ =

0.77 Acres

Area AL =

- Approximate Clearing and Grubbing

Station: 1223+63.00

Offset: 70.07' Rt.

Station: 1223+80.24

Offset: 70.17' Rt.

Station: 1225+04.00

Offset: 75.00' Rt.

Strum \ Prindle \ McNamara DELAWARE NHSN-013-2(048)--2R-28 D.8 jstrum9:24:05 AM pw:\\NTPwint1.dot.int.lan:PWMain\Documents\Projects\2801301018\Design\_048_Clearing_and_Grubbing\CADD_Files\Sheet_Files\SHT_C&G_28013048Z03_D02.dgn

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¡ 34±¢'

8233+89 1 t h

S t r e e t

SEC. 31

T-90N R-5W

HONEY CREEK TWP.

IA 13 (ML013)13

IA 13

r e e t

= POT 8237+04.98 (SR150ST)

POT 1237+04.98 (ML013)

0.77 Acres

Area AL =

0.10 Acres

Area AM =

0.19 Acres

Area AN =

- Approximate Clearing and Grubbing

Station: 1225+04.00

Offset: 75.00' Rt.

Station: 1226+77.50

Offset: 68.00' Rt.

Station: 1227+61.00

Offset: 64.63' Rt.

Station: 1228+51.00

Offset: 61.00' Rt.

Station: 1230+76.00

Offset: 90.00' Rt.

Station: 1251+25.14

Offset: 91.01' Lt.

Station: 1252+24.94

Offset: 92.08' Lt.

Station: 1253+40.04

Offset: 93.33' Lt.

Strum \ Prindle \ McNamara DELAWARE NHSN-013-2(048)--2R-28 D.9 jstrum9:24:12 AM pw:\\NTPwint1.dot.int.lan:PWMain\Documents\Projects\2801301018\Design\_048_Clearing_and_Grubbing\CADD_Files\Sheet_Files\SHT_C&G_28013048Z03_D02.dgn

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30"x60' C.M.P.

SEC. 30

T-90N R-5W

HONEY CREEK TWP.

SEC. 31

T-90N R-5W

HONEY CREEK TWP.

IA 13 (ML013) 13

IA 13

C

C

COUNTY

C64

DELAWARE

COUNTY

C64

DELAWARE

= POT 9263+76.70 (SRC64W)

POT 1263+76.70 (ML013)

= POT 9263+76.23 (SRC64E)

POT 1263+76.23 (ML013)

0.19 Acres

Area AN =

0.01 Acres

Area AO =

- Approximate Clearing and Grubbing

Station: 1256+81.13

Offset: 97.02' Lt.

Station: 1258+97.70

Offset: 76.00' Rt.

Station: 1259+62.78

Offset: 84.30' Rt.

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SEC. 30

T-90N R-5W

HONEY CREEK TWP.

IA 13 (ML013)

IA 13

0.27 Acres

Area AP =

0.03 Acres

Area AQ =

0.30 Acres

Area AR =

- Approximate Clearing and Grubbing

Station: 1290+28.56

Offset: 72.90' Rt.

Station: 1291+88.31

Offset: 74.73' Rt.

Station: 1292+24.00

Offset: 54.69' Rt.

Station: 1293+42.00

Offset: 47.00' Rt.

Station: 1293+75.98

Offset: 61.59' Rt.

Station: 1293+90.00

Offset: 58.00' Rt.

Station: 1293+90.00

Offset: 50.00' Rt.

Station: 1294+22.84

Offset: 52.12' Rt.

Station: 1295+55.67

Offset: 54.50' Rt.

Station: 1296+28.34

Offset: 53.00' Rt.

Station: 1296+28.48

Offset: 59.56' Rt.

Station: 1297+00.00

Offset: 59.74' Rt.

Station: 1297+60.00

Offset: 73.00' Rt.

Station: 1298+93.97

Offset: 75.00' Rt.

Station: 1299+11.34

Offset: 76.43' Rt.

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SIGN

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T P

SEC. 19

T-90N R-5W

HONEY CREEK TWP.

IA 13 (ML013)13

IA 13

= POT 10316+79.88 (SR140ST)

POT 1316+79.88 (ML013)

0.02 Acres

Area AS =

0.02 Acres

Area AT =

- Approximate Clearing and Grubbing

Station: 1316+23.69

Offset: 67.58' Lt.

Station: 1316+35.38

Offset: 108.51' Lt.

Station: 1316+46.15

Offset: 128.87' Lt.

Station: 1328+87.40

Offset: 52.07' Lt.

Station: 1329+64.00

Offset: 72.12' Lt.

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ENGLISHFILE NO.

SIGN

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T P

15' EASMENT FOR MVEC

SEC. 19

T-90N R-5W

HONEY CREEK TWP.

SEC. 18

T-90N R-5W

HONEY CREEK TWP.

IA 13 (ML013)13

IA 13

r e e 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)

0.14 Acres

Area AU =

0.11 Acres

Area AV =

0.01 Acres

Area AW =

0.13 Acres

Area AX =

0.27 Acres

Area AY =

0.01 Acres

Area AZ =

- Approximate Clearing and Grubbing

Station: 1354+75.00

Offset: 39.00' Lt.

Station: 1355+25.00

Offset: 53.00' Lt.

Station: 1356+15.00

Offset: 59.00' Lt.

Station: 1356+50.64

Offset: 75.00' Lt.

Station: 1356+65.89

Offset: 80.70' Lt.

Station: 1363+07.00

Offset: 72.50' Rt.

Station: 1363+23.00

Offset: 60.00' Rt.

Station: 1364+00.00

Offset: 55.50' Rt.

Station: 1365+20.12

Offset: 53.07' Rt.

Station: 1368+20.00

Offset: 67.00' Rt.

Station: 1364+52.75

Offset: 52.64' Rt.

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T

AE

B

T P

SEC. 18

T-90N R-5W

HO0NEY CREEK TWP.

IA 13 (ML013)13

IA 13

= POT 11369+76.96 (SR130STW)

POT 1369+73.96 (ML013) & Statue

Electrical Box

Do Not Disturb

Do Not Disturb Well

0.05 Acres

Area BA =

0.01 Acres

Area BB =

- Approximate Clearing and Grubbing

Station: 1403+29.17

Offset: 49.60' Rt.

Station: 1403+90.00

Offset: 56.00' Rt.

Station: 1404+81.29

Offset: 47.00' Rt.

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SEC. 18

T-90N R-5W

HONEY CREEK TWP.

IA 13 (ML013)13

IA 13

0.05 Acres

Area BA =

0.01 Acres

Area BB =

0.02 Acres

Area BC =

0.01 Acres

Area BD = 0.05 Acres

Area BE =

- Approximate Clearing and Grubbing

Station: 1432+06.26

Offset: 95.20' Lt.

Station: 1432+47.22

Offset: 106.00' Lt.

Station: 1432+77.40

Offset: 100.47' Lt.

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T A

T P

E B

S T

S T

SEC. 7

T-90N R-5W

HONEY CREEK TWP.

IA 13 (ML013)13

IA 13

0.08 Acres

Area BF =

0.01 Acres

Area BG =

0.01 Acres

Area BH =

0.10 Acres

Area BI =

0.01 Acres

Area BJ =

0.02 Acres

Area BK = 0.04 Acres

Area BL =

- Approximate Clearing and Grubbing

Station: 1444+41.13

Offset: 83.08' Lt.

Station: 1444+13.00

Offset: 85.00' Lt.

Station: 1443+48.00

Offset: 71.00' Lt.

Station: 1443+22.14

Offset: 58.60' Lt.

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ENGLISHFILE NO.

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SIGN

SIGN

SIGN

SIGN

T P

T P

T A

T A t h

S t r e e t t h

S t r e e t

SEC. 6

T-90N R-5W

HONEY CREEK TWP.

SEC. 7

T-90N R-5W

HONEY CREEK TWP.

IA 13 (ML013)13

IA 13

r e e t r e e t

= POT 12474+95.13 (SR110STW)

POT 1474+95.13 (ML013)

= POT 12474+95.88 (SR110STE)

POT 1474+95.88 (ML013)

0.04 Acres

Area BL =

0.03 Acres

Area BM =

0.10 Acres

Area BN =

0.01 Acres

Area BO =

0.21 Acres

Area BP =

0.10 Acres

Area BQ =

- Approximate Clearing and Grubbing

Station: 1474+82.19

Offset: 155.25' Rt.

Station: 1474+68.81

Offset: 96.74' Rt.

Station: 1474+44.73

Offset: 78.17' Rt.

Station: 1474+29.93

Offset: 62.09' Rt.

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ENGLISHFILE NO.

SIGN

LP

SEC. 6

T-90N R-5W

HONEY CREEK TWP.

IA 13 (ML013)13

IA 13

Ref. Loc. 53.7

END PROJECT

STA. 1513+75.00

- Approximate Clearing and Grubbing

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ENGLISHFILE NO.

Survey Information

Delaware County

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

PIN 18-28-013-010

IA 13 – Partial Survey of IA 13 0.5 Miles N of Honey Creek to 0.2 Miles S of Junction IA 3 Approx. 9 Miles

SAP 0953.0

General Information

Measurement units for this survey are US survey feet. Project datum and control was established using IARTN. This is a partial survey of IA 13.

Starting 0.5 Miles north of Honey Creek and ending 0.2 Miles south of Junction IA 3

Vertical Control

Vertical datum for this survey is relative to NAVD88. Geoid 12B was used in this survey. Iowa RTN was used to establish 16 control points surrounding the perimeter of the project. CP101-CP116 were then calibrated from CP100.

Additional benchmarks were placed throughout the project using RTK GPS.

BM #518 EL= 1018.714’ this survey 1983 AB Plan Sheet 16 of 97 EL=1018.75’ BM #530 EL=1069.312’ this survey 1983 AB Plan Sheet 16 of 97 EL=1069.57’ BM #535 EL= 1093.007’ this survey 1983 AB Plan Sheet 16 of 97 EL=1093.27’ BM #542 EL= 1102.501’ this survey 1983 AB Plan Sheet 16 of 97 EL=1102.75’ BM #543 EL= 1110.365’ this survey 1983 AB Plan Sheet 16 of 97 EL=1110.71’ BM #544 EL= 1107.384’ this survey 1983 AB Plan Sheet 16 of 97 EL=1107.57’

Horizontal Control

The project coordinate system for this survey is IaRCS Zone 3(U.S. Survey Feet). This survey control is relative to IaRTN reference Stations. IaRTN Reference Station coordinates are relative to the National Reference Station network datum: NAD83 (2011) for Epoch 2010.00. We establish 16 control points surrounding the perimeter of the project limits, observing each for 180 epochs. CP101-CP116 were then calibrated from CP100. Additional control points were placed throughout the project using GNSS Base-Rover setup relative to CP100.

The Combined Scale Factor may be used for total station stakeout and location to survey in the State Plane Coordinate system.

Alignment Information

The horizontal alignment for this survey is a retrace of As-Built Plans No.

P-236Abc-24390948. Survey stationing was equated to the plan PC at STA 152+79.40 at point #4228, Found Cut “X” in Pavement, and run back and ahead without equation throughout the end of the survey. The alignment from STA 514+72.75 forward throughout the end of the survey is a retrace of As-Built Plans No. F-13-2(13)—20-28.

Survey stationing relates to as-built plan stationing as follows:

PT Sta. 14+79.40 Project No. P-236Abc-24390948 Survey POT Sta. 14+79.40

PC Sta 152+79.40 Project No. P-236Abc-24390948 Survey PC STA 152+79.40

PI STA 367+77.10 Project No. P-236Abc-24390948 Survey PI STA 367+77.40

PC STA 423+86.60 Project No. P-236Abc-24390948 Survey PC STA 423+86.90

PC STA 476+65.00 Project No. P-236Abc-24390948 Survey PC STA 476+65.30

TS STA 616+83.75 Project No. F-13-2(13)—20-28 Survey TS STA 514+72.75

CS STA 621+42.02 Project No. F-13-2(13)—20-28 Survey CS STA 521+60.25

POT STA 628+44.99 Project No. F-13-2(13)—20-28 Survey POT STA 528+64.19

Point Numbers Used

Control Points 100-117, 120-158 Bench Points 500-536,538-551 Topo 4000-33435,37000-38355,40000-40469

Point Numbers available for future surveys 1-99,118,119,159-499,537,552-999,1037-1999,2034-2999,3027-3999, Date(s) of Survey

Begin Date 10/28/2019 End Date 4/30/2020

Party Personnel

Jeremy Leemon Survey Project Manager Chris Ries Assistant Survey Project Manager CJ Beckman Instrument Scott Jones Instrument Jacob Powers Instrument

Survey Feature table Iafea1/22/2015.doc Trimble IowaDOT19.1.fxl file CADD Feature Table and Cell files IDOTsurvey_smd

33436-36999,38356-39999,40470-100000

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ENGLISHFILE NO.

CONTROL POINT VICINITY MAP

This map is a guide to the vicinity of the primary project control points

Primary control is for use with RTK base stations and for RTN validation.

control as needed for construction or other surveying applications.

Future surveys will use primary project control to establish temporary recovery. No other reference ties are given.

Coordinate listing from next sheet will be used with IaRTN for monument

CONTROL POINT VICINITY MAP

This map is a guide to the vicinity of the primary project control points

Primary control is for use with RTK base stations and for RTN validation.

control as needed for construction or other surveying applications.

Future surveys will use primary project control to establish temporary

HORIZ. DATUM: NAD83(2011) EPOCH 2010.00

VERT. DATUM: NAVD88

Ia. Regional Coordinate System Zone 3 recovery. No other reference ties are given.

Coordinate listing from next sheet will be used with IaRTN for monument

D13

X15

3 50

9 13

N

M

ANCHES

TE

R

DELAWARE

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ENGLISHFILE NO.

CONTROL POINT VICINITY MAP

This map is a guide to the vicinity of the primary project control points

Primary control is for use with RTK base stations and for RTN validation.

control as needed for construction or other surveying applications.

Future surveys will use primary project control to establish temporary

VERT. DATUM: NAVD88

recovery. No other reference ties are given.

Coordinate listing from next sheet will be used with IaRTN for monument

CONTROL POINT VICINITY MAP

This map is a guide to the vicinity of the primary project control points

Primary control is for use with RTK base stations and for RTN validation.

control as needed for construction or other surveying applications.

Future surveys will use primary project control to establish temporary

HORIZ. DATUM: NAD83(2011) EPOCH 2010.00

VERT. DATUM: NAVD88

Ia. Regional Coordinate System Zone 3 recovery. No other reference ties are given.

Coordinate listing from next sheet will be used with IaRTN for monument

N

C64

4 13

5 13

C R E E K

H O N E Y

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8/28/2023

ENGLISHFILE NO.

CONTROL POINT VICINITY MAP

This map is a guide to the vicinity of the primary project control points

Primary control is for use with RTK base stations and for RTN validation.

control as needed for construction or other surveying applications.

Future surveys will use primary project control to establish temporary

CONTROL POINT VICINITY MAP

This map is a guide to the vicinity of the primary project control points

Primary control is for use with RTK base stations and for RTN validation.

control as needed for construction or other surveying applications.

Future surveys will use primary project control to establish temporary

HORIZ. DATUM: NAD83(2011) EPOCH 2010.00

VERT. DATUM: NAVD88

Ia. Regional Coordinate System Zone 3 recovery. No other reference ties are given.

Coordinate listing from next sheet will be used with IaRTN for monument

N

C R E E K

H O N E Y

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ENGLISHFILE NO.

HORIZONTAL AND VERTICAL PROJECT CONTROL COORDINATE LISTING

VERT. DATUM: NAVD88

HORIZONTAL AND VERTICAL PROJECT CONTROL COORDINATE LISTING

HORIZ. DATUM: NAD83(2011) EPOCH 2010.00

VERT. DATUM: NAVD88

Ia. Regional Coordinate System Zone 3

101 9129808.81 13425361.63 965.32 CP SET REBAR 6 IN DEEP 38 FT SOUTH OF

180TH ST CL 120 FT WEST OF CULVERT

102 9129972.80 13430107.40 973.24 CP FD REBAR 6 IN DEEP 26 FT SOUTH OF

180TH ST CL NEAR CORNER POST

103 9138025.75 13432098.74 1004.52 CP SET REBAR 6 IN DEEP 50 FT SE OF 180TH

AVE CL 38 FT SOUTH OF 165TH ST CL

104 9138059.37 13423046.27 1014.03 CP SET REBAR 6 IN DEEP 55 FT NORTH OF

165TH CL 93 FT WEST OF 162ND AVE CL

105 9145995.39 13422398.91 999.64 CP SET REBAR 6 IN DEEP 26 FT NORTH OF

150TH ST 20 FT WEST OF TRIP BOX CUL

106 9146247.69 13429998.35 1057.44 CP SET REBAR 6 IN DEEP 44 FT SOUTH OF

150TH ST AT CORNER POST

107 9156605.01 13428834.84 1108.73 CP SET REBAR 6 IN DEEP 30 FT SOUTH OF

130TH ST CL AT FENCE

108 9156557.81 13422695.84 1079.62 CP FD REBAR 6 IN DEEP 30 FT SOUTH OF

130TH ST 100 FT WEST OF TREE

109 9167201.34 13424352.04 1161.98 CP FD REBAR 6 IN DEEP 20 FT NORTH OF

110TH ST 530 FT WEST OF FARM ENT

110 9167602.09 13431749.77 1095.75 CP FD REBAR 6 IN DEEP 24 FT SOUTH OF

110TH ST WEST SIDE OF FIELD ENT

111 9172565.41 13430532.79 1142.69 CP FD REBAR 6 IN DEEP 63 FT NORTH OF IA 3

CL 45 FT SW OF 398TH CL

112 9172446.34 13425731.62 1135.93 CP FD REBAR 6 IN DEEP 40 FT SOUTH OF

400TH ST 45 FT EAST OF CULVERT

113 9173253.97 13427674.30 1171.00 CP FD REBAR 6 IN DEEP 77 FT NE OF CL 13

FT SE OF BILLBOARD

115 9121566.03 13430140.63 953.12 CP FD REBAR 6 IN DEEP W CAP 4 FEET BEHING

CURB NORTH OF WINDSOR DR

116 9122683.94 13425814.54 943.05 CP FD MAG NAIL NW COR OF BRIDGE 195TH ST

117 9134714.93 13427604.45 1037.31 CP SET REBAR 6 IN DEEP W/ ALUM. CAP 32 FT

EAST OF CL NORTH OF FIELD ENT

120 9124532.64 13428371.06 951.85 CP SET REBAR 6 IN DEEP 48 FT EAST OF CL

121 9125928.89 13428325.25 953.30 CP SET REBAR 6 IN DEEP 62 FT EAST OF CL 15

FT SOUTH OF FIELD ENT

122 9127040.58 13428279.03 953.24 CP SET REBAR 6 IN DEEP 54 FT EAST OF CL AT

185TH ST

123 9128616.20 13428220.96 984.65 CP SET REBAR 6 IN DEEP 48 FT EAST OF CL

SOUTH SIDE OF FIELD ENT

124 9129993.81 13428086.94 990.79 CP FD REBAR 6 IN DEEP 45 FT WEST OF CL 47

FT NORTH OF 180TH ST

125 9130911.52 13428206.35 1018.27 CP SET REBAR 6 IN DEEP 42 FT EAST OF CL

105 FT SOUTH OF RES ENT

126 9132234.92 13428163.03 1014.19 CP SET REBAR 6 IN DEEP 51 FT WEST OF CL

23 FT NORTH OF PP

127 9133529.21 13428301.41 1029.12 CP SET REBAR 6 IN DEEP 58 FT EAST OF CL

50 FT SOUTH OF FARM ENT

128 9134525.69 13427780.45 1043.43 CP SET REBAR 6 IN DEEP 52 FT EAST OF CL

12 FT SE OF FARM ENT

129 9135566.27 13427113.17 1018.46 CP SET REBAR 6 IN DEEP 53 FT EAST OF CL

SOUTH SIDE OF FIELD ENT

130 9136694.59 13426993.96 1059.95 CP SET REBAR 6 IN DEEP 50 FT WEST OF CL

120 FT NORTH OF SIGN

131 9138002.20 13427135.72 1058.79 CP SET REBAR 6 IN DEEP 50 FT EAST OF CL

43 FT SOUTH OF 165TH ST CL

132 9139371.31 13427192.45 1026.19 CP SET REBAR 6 IN DEEP 67 FT EAST OF CL

14 FT SOUTH OF FIELD ENT

133 9140721.13 13427224.26 1015.91 CP SET REBAR 6 IN DEEP 59 FT EAST OF CL

NW OF PP

134 9142038.67 13427154.53 1019.07 CP CUT X ON ROW RAIL 41 FT WEST OF CL

135 9143366.41 13427236.14 1023.65 CP SET REBAR 6 IN DEEP 23 FT EAST OF CL

AT 155TH ST INTERSECTION

136 9144692.05 13427297.85 1038.75 CP SET REBAR 6 IN DEEP 67 FT EAST OF CL

SOUTH SIDE OF FIELD ENT

137 9146097.64 13427159.21 1055.44 CP FD REBAR 6 IN DEEP 90 FT WEST OF CL 60

FT NORTH OF 150TH ST CL

138 9147160.26 13427317.49 1077.17 CP SET REBAR 6 IN DEEP 54 FT EAST OF CL

139 9148144.45 13427239.17 1066.63 CP SET REBAR 6 IN DEEP 40 FT WEST OF CL

24 FT NORTH OF PP

140 9149346.52 13427256.49 1051.70 CP SET REBAR 6 IN DEEP 50 FT WEST OF CL

130 FT SOUTH OF PP

141 9150780.92 13427291.81 1064.30 CP SET REBAR 6 IN DEEP 49 FT WEST OF CL

74 FT SOUTH OF RES ENT

142 9151337.12 13427376.73 1064.43 CP SET REBAR 6 IN DEEP 21 FT EAST OF CL

AT 140TH ST INTERSECTION

143 9152479.63 13427441.53 1086.44 CP SET REBAR 6 IN DEEP 53 FT EAST OF CL

180 FT NORTH OF FARM ENT

144 9153864.57 13427467.49 1092.56 CP SET REBAR 6 IN DEEP 38 FT EAST OF CL

NORTH SIDE OF FIELD ENT

145 9155321.18 13427529.19 1145.65 CP SET REBAR 6 IN DEEP 58 FT EAST OF CL

NORTH SIDE OF FENCE

146 9156592.29 13427457.94 1107.17 CP SET REBAR 6 IN DEEP 52 FT WEST OF CL

40 FT SOUTH OF 130TH ST CL

147 9157963.77 13427599.85 1105.72 CP FD REBAR 6 IN DEEP 36 FT EAST OF CL 63

FT SOUTH OF PP

148 9159286.59 13427564.38 1104.43 CP FD REBAR 6 IN DEEP 51 FT WEST OF CL 31

FT SOUTH OF PP

149 9160625.43 13427725.48 1076.09 CP SET REBAR 6 IN DEEP 58 FT EAST OF CL

10 FT NORTH OF PIPE

150 9162203.10 13427774.44 1131.86 CP SET REBAR 6 IN DEEP 47 FT EAST OF CL

140 FT SOUTH OF PP

151 9163243.30 13427778.90 1112.35 CP SET REBAR 6 IN DEEP 44 FT EAST OF CL

NORTH SIDE OF FIELD ENT

152 9164363.14 13427685.82 1127.42 CP CUT X ON ROW RAIL 53 FT WEST OF CL 17

FT SOUTH OF PP

153 9165757.49 13427793.10 1111.73 CP SET REBAR 6 IN DEEP 49 FT EAST OF CL

100 FT SOUTH OF FIELD ENT

154 9167195.05 13427702.90 1142.33 CP SET REBAR 6 IN DEEP 47 FT WEST OF CL

44 FT NORTH OF 110 ST CL

155 9167648.42 13427803.78 1160.74 CP SET REBAR 6 IN DEEP 47 FT EAST OF CL

24 FT NORTH OF PP

156 9168946.09 13427776.34 1147.54 CP SET REBAR 6 IN DEEP 43 FT WEST OF CL

157 9170297.74 13427841.49 1148.83 CP SET REBAR 6 IN DEEP 45 FT WEST OF CL

158 9171305.63 13427956.13 1165.63 CP SET REBAR 6 IN DEEP 22 FT EAST OF CL

85 FT NORTH OF PIPE

Easting Elev. Fea.

Code

9156609.88 13428109.73 1113.52 CP SET REBAR 6 IN DEEP 24 FT SOUTH OF

130TH ST CL 599 FT EAST OF IA 13 CL

NorthingPoint Name

Description

CP114 9126978.75 13426726.67 961.96 SET REBAR 6 IN DEEP 42 SOUTH OF 185TH ST

ACROSS FORM HOUSE #16939

Strum \ Prindle \ McNamara DELAWARE NHSN-013-2(048)--2R-28 G.5 jstrum4:42:26 PM pw:\\NTPwint1.dot.int.lan:PWMain\Documents\Projects\2801301018\Design\_048_Clearing_and_Grubbing\CADD_Files\Sheet_Files\SHT_C&G_28013048Z03_G01.dgn

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ENGLISHFILE NO.

500 9124367.87 13428304.94 953.41 BM SET RR SPK E SIDE PP 50 FT WEST OF CL

501 9125015.63 13428335.26 956.41 BM CUT X ON ROW RAIL 42 FT EAST OF CL 50

FT NORTH OF FIREFLY RD

502 9126252.25 13428205.88 952.15 BM FD BARN SPIKE 46 FT WEST OF CL 33 FT

SOUTH OF FIREFLY RD

503 9126333.77 13428188.76 954.23 BM CUT X ON ROW RAIL 60 FT WEST OF CL

504 9127073.13 13428145.74 956.48 BM CUT A SQUARE ON SOUTH CORNER FAWN TRAIL

SIGN

505 9128378.46 13428138.74 980.67 BM SET RR SPK E SIDE PP 42 FT WEST OF CL

506 9129981.76 13428086.45 991.42 BM SET RR SPK E SIDE PP 45 FT WEST OF CL

35 FT NORTH OF 180TH ST

507 9131298.93 13428227.31 1013.60 BM CUT X ON ROW RAIL 48 FT EAST OF CL

SOUTH SIDE OF FIELD ENT

508 9131931.03 13428151.38 1008.81 BM SET RR SPK SE SIDE PP 51 FT WEST OF CL

509 9132848.53 13428185.66 1020.72 BM FD RR SPK E SIDE PP 51 FT WEST OF CL

510 9133536.88 13428198.69 1025.00 BM SET RR SPK E SIDE PP 42 FT WEST OF CL

511 9134578.81 13427595.87 1038.06 BM CUT X ON ROW RAIL 59 FT WEST OF CL 57

FT SE OF FARM ENT

512 9135381.15 13427053.04 1013.40 BM CUT X ON ROW RAIL 60 FT WEST OF CL

NEAR CORNER POST

513 9137074.28 13427109.24 1060.21 BM SET RR SPK W SIDE PP 52 FT EAST OF CL

200 FT NORTH OF FIELD ENT

514 9138093.51 13427158.50 1058.74 BM CUT X ON ROW RAIL 70 EAST OF CL 45 FT

NORTH OF 165TH ST CL

515 9139403.13 13427194.82 1025.92 BM SET RR SPK W SIDE PP 68 FT EAST OF CL

18 FT NORTH OF FIELD ENT

516 9140716.19 13427232.57 1017.22 BM FD RR SPKW SIDE PP 68 FT EAST OF CL

517 9142038.67 13427154.53 1019.07 BM CUT X ON ROW RAIL 41 FT WEST OF CL

518 9142692.99 13427222.81 1018.71 BM FD IHC BM ON INHDWL EAST SIDE

519 9143804.03 13427136.15 1034.70 BM SET RR SPK E SIDE PP 83 FT WEST OF CL

115 FT NORTH OF PIPE

520 9144319.69 13427139.48 1040.88 BM FD RR SPK E SIDE PP 86 FT WEST OF CL

175 FT NORTH OF PIPE

521 9145397.75 13427149.63 1049.69 BM FD RR SPK E SIDE PP 91 FT WEST OF CL

175 FT NORTH OF RES ENT

522 9145972.96 13427158.95 1055.54 BM SET RR SPK E SIDE PP 89 FT WEST OF CL

64 FT SOUTH OF 150 ST CL

523 9146583.33 13427219.26 1063.36 BM FD RR SPK E SIDE PP 37 FT WEST OF CL

AT FARM ENT

524 9147863.97 13427235.09 1071.92 BM SET RR SPK E SIDE PP 38 FT WEST OF CL

55 FT SOUTH OF FARM ENT

525 9148696.26 13427351.26 1057.73 BM CUT X ON ROW RAIL 60 FT EAST OF CL AT

CORNER OF CROPFIELD

526 9150017.75 13427262.76 1048.97 BM CUT X ON ROW RAIL 60 FT WEST OF CL 52

FT NORTH OF FIELD ENT

527 9150953.48 13427403.68 1077.07 BM CUT X ON ROW RAIL 59 FT EAST OF CL 18

FT SOUTH OF FARM ENT

528 9151347.00 13427415.94 1065.73 BM CUT X ON ROW RAIL 60 FT EAST OF CL AT

140TH ST INTERSECTION

529 9152770.85 13427336.24 1066.14 BM SET RR SPK E SIDE PP 61 FT WEST OF CL

20 FT SOUTH OF PIPE

530 9152786.49 13427424.88 1069.31 BM FD IHC BM ON INHDWL EAST SIDE

531 9153991.57 13427491.43 1096.47 BM CUT X ON ROW RAIL 59 FT EAST OF CL 135

FT NORTH OF FIELD ENT

532 9154427.31 13427386.57 1105.55 BM SET RR SPK E SIDE PP 59 FT WEST OF CL

118 SOUTH OF PIPE

533 9155933.32 13427543.17 1112.71 BM SET RR SPK W SIDE PP 58 FT EAST OF CL

10 FT SOUTH OF PIPE

534 9156600.53 13427447.03 1109.06 BM CUT X ON ROW RAIL 63 FT WEST OF CL 30

FT SOUTH OF 130TH ST CL

535 9157081.97 13427558.75 1093.01 BM FD IHC BM ON INHDWL EAST SIDE

536 9157819.84 13427602.50 1105.61 BM SET RR SPK W SIDE PP 45 FT EAST OF CL

67 FT NORTH OF PIPE

538 9158871.98 13427643.70 1092.79 BM SET RR SPK W SIDE PP 45 EAST OF CL 146

FT NORTH OF PIPE

539 9159694.28 13427655.07 1093.66 BM FD IHC BM ON INHDWL EAST SIDE

540 9160764.89 13427618.51 1075.62 BM SET RR SPK E SIDE PP 54 FT WEST OF CL

146 NORTH OF PIPE

541 9162343.30 13427772.27 1121.83 BM SET RR SPK W SIDE PP 42 FT EAST OF CL

45 FT SOUTH OF ENT

542 9162884.26 13427758.79 1102.50 BM FD IHC BM ON IN HDWL

543 9163480.59 13427758.23 1110.37 BM FD IHC BM ON IN HDWL

544 9164747.64 13427767.74 1107.38 BM FD IHC BM ON IN HDWL 60 FT NORTH OF

FIELD ENT

545 9166298.36 13427681.72 1116.18 BM FD RR SPK E SIDE PP 65 FT WEST OF CL

546 9167199.65 13427699.85 1143.95 BM CUT X ON ROW RAIL 50 FT WEST OF CL 50

FT NORTH OF 110TH ST CL

547 9167834.12 13427813.87 1155.36 BM CUT X ON ROW RAIL 49 FT EAST OF CL 9

FT SOUTH OF PP

548 9169153.50 13427875.31 1151.51 BM SET RR SPK W SIDE PP 46 FT EAST OF CL

185 FT SOUTH OF FIELD ENT

549 9169829.91 13427809.79 1146.65 BM CUT X ON ROW RAIL 53 FT WEST OF CL 31

FT SOUTH OF PIPE

550 9170893.14 13427958.47 1161.97 BM SET RR SPK W SIDE PP 43 FT EAST OF CL

30 FT NORTH OF FIELD ENT

551 9171558.18 13427859.82 1166.25 BM SET RR SPK E SIDE PP 68 FT WEST OF CL

HORIZONTAL AND VERTICAL PROJECT CONTROL COORDINATE LISTING

VERT. DATUM: NAVD88

HORIZONTAL AND VERTICAL PROJECT CONTROL COORDINATE LISTING

HORIZ. DATUM: NAD83(2011) EPOCH 2010.00

VERT. DATUM: NAVD88

Ia. Regional Coordinate System Zone 3

Strum \ Prindle \ McNamara DELAWARE NHSN-013-2(048)--2R-28 G.6

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COUNTY PROJECT NUMBER NHSN-013-2(048)--2R-28 SHEET NUMBER G.7FILE NO. ENGLISH DESIGN TEAM Strum\Prindle\McNamara DELAWARE

Y (Northing) X (Easting) Y (Northing) X (Easting) Y (Northing) X (Easting) Y (Northing) X (Easting) Y (Northing) X (Easting) Y (Northing) X (Easting)

IA 13 1014+79.07 9122161.68 13430151.38

1036+94.90 9123809.30 13428669.74 1042+16.87 9124197.43 13428320.72 1046+96.01 9124719.11 13428303.21 1097+14.62 9129734.90 13428134.87 1099+18.13 9129938.29 13428128.04 1101+21.47 9130141.65 13428135.66 1132+72.27 9133290.24 13428253.64 1138+00.77 9133818.37 13428273.43 1142+84.88 9134232.81 13427945.47 1152+79.16 9135012.50 13427328.48 1158+03.74 9135423.85 13427002.96 1162+84.86 9135948.15 13427020.07

1179+39.12 9137601.53 13427074.03 1219+09.12 9141569.85 13427189.49 1282+83.12 9147943.29 13427274.06 1312+93.12 9150952.46 13427344.54 1367+77.12 9156434.15 13427503.58

1423+24.57 9161977.37 13427720.15 1425+87.49 9162240.09 13427730.41 1428+50.35 9162503.01 13427731.47 1476+65.00 9167317.62 13427750.71 1479+25.05 9167577.66 13427751.75 1481+85.01 9167837.39 13427764.58

1514+72.45 9171120.83 13427926.82

SRFIREFLYRD 4061+08.69 9126279.04 13428100.76

4062+58.73 9126280.94 13428250.79

SR185ST 5066+99.59 9127033.44 13427904.47

5070+20.48 9127042.27 13428225.24

SR180ST 6095+72.02 9129934.14 13427780.54

6098+38.35 9129943.80 13428046.70 6100+17.33 9129943.28 13428225.68

6101+58.79 9129949.61 13428367.00

SR165STW 7179+58.43 9138040.44 13426662.04

7183+83.36 9138045.58 13427086.95

SR165STE 7183+84.99 9138047.21 13427086.99

7186+98.20 9138045.18 13427400.20

SR155ST 8433+67.64 9143362.12 13426876.00

8237+04.98 9143365.55 13427213.32

SRC64W 9260+35.06 9146029.04 13426907.22

9263+76.70 9146037.04 13427248.77

SRC64E 9263+76.23 9146036.56 13427248.76

9266+40.63 9146060.18 13427512.10

SR140ST 10313+62.41 9151338.10 13427038.29

10316+79.88 9151339.06 13427355.76

SR130STW 11367+06.96 9156631.25 13427244.27

11369+73.96 9156630.85 13427511.27

SR130STE 11369+76.42 9156633.30 13427511.36

11372+21.94 9156632.81 13427756.88

SR110STW 12471+61.33 9167150.24 13427416.24

12474+95.13 9167147.74 13427750.03

SR110STE 12474+95.88 9167148.50 13427750.03

12477+21.06 9167171.75 13427974.01

Coordinates Station

Coordinates

End Spiral

Station Coordinates

Station Coordinates

Station Coordinates

Station Coordinates

Station

101-16 10-20-09

ALIGNMENT COORDINATES

Name Location

Point on Tangent Begin Spiral Begin Curve Simple Curve PI or Master PI of SCS End Curve

G.8 8/28/2023 4:31:27 PM jstrum c:\pw_work\pwmain\jstrum\d2142472\SHT_28013048Z03_G07.xlsm

DELAWARE COUNTY PROJECT NUMBER NHSN-013-2(048)--2R-28 SHEET NUMBERFILE NO. ENGLISH DESIGN TEAM Strum\Prindle\McNamara

IA 13

1042+16.87 40.041° Rt 521.97 1001.11 1462.50 92.14 1099+18.13 4.068° Rt 203.51 406.844 5730.00 3.61 1138+00.77 40.503° Lt 528.50 1012.62 1432.50 94.38 1158+03.74 40.225° Rt 524.58 1005.70 1432.50 93.03 1425+87.49 2.008° Lt 262.92 525.78 15000.00 2.30 1479+25.05 2.600° Rt 260.05 520.00 11460.00 2.95

EL.T. S.T. ΔC T L RθS Ls Ts Es Xc Yc

101-17 04-19-11

SPIRAL OR CIRCULAR CURVE DATA

Name Location ΔSCS

Horizontal Alignment Data

Remarks Spiral Data Curve Data

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ENGLISHFILE NO.

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L O

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S U

N S E T B

E A C

H S

U B D

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B L O

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L O

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NICHOLAS R McGRAW

CHARITY M OLSON

CECIL E OLSON &

JANEL M RIES

DANIEL R RIES &

¡ 68'±EX.R/W

1052+64

¡ 73'

1053+00

CONSTRUCT ENTRANCE

TEMPORARY EASEMENT TO

¡ 87'

1058+92

S E C

N W

S

W

S E C

S E

S

W

S E C

S W

S

W

KENNETH & KAREN RIES, LLC

SEC. 17

T-89N R-5W

DELAWARE TWP.

¡ 87'

1059+29±¢

¡ 82'

1059+29±¢

¡ 81'±PROP. R/W

1058+92

S E C

N E

S

W

13 13

¡ 74'

1060+10

¡ 90'

1059+92

¡ 73'

1063+46

¡ 79'

1059+80±¢

¡ 75'

1060+80±¢

¡ 76'

1062+30±¢

¡ 80'

1062+96±EX.R/W

4062+00

NATALIE C FELTON

Temporary Easement

Permanent Acquisition

FOR INFORMATION ONLY

THIS SHEET INCLUDED

Right of Way Design Information

ROW #: NHSN-013-2(43)--2R-28

Color Legend:

ROW Team: Hughes / Larson

Plan Date: 9-7-2023

Property Lines

F i r e f ly o a d

STRUM / PRINDLE / McNAMARA DELAWARE NHSN-013-2(048)--2R-28 H.1

O

FEET

5O

© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS

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ENGLISHFILE NO.

L O

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L O

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L O

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L O

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F A

W N T

R A

IL

S

U B D

IV

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N

L O

T

NATALIE C FELTON

LEONORA B McCULLICK

ANN L SCHULTE TRUST

DANIEL A SCHULTE TRUST,

CJH FARMS, LLC

KENNETH & KAREN RIES, LLC

¡ 78'

1065+96±¢

¡ 71'

1065+25

¡ 77'

1067+00 ¡ 71'

1069+75

¡ 85'

1078+00

¡ 76'±PROP.R/W

1072+43

¡ 88'

1072+43

¡ 76'±PROP.R/W

1072+88

¡ 89'

1074+88

CONSTRUCT ENTRANCE & SHAPE

TEMPORARY EASEMENT TO

CONSTRUCT ENTRANCE

TEMPORARY EASEMENT TO

¡ 75'

1067+78±¢

¡ 92'

1067+78±¢

W

ID

E

U T

IT

IT

IE

S E

A S

E M

E N

T

¡ 80'

1072+56±¢

¡ 83'

1073+00

¡ 80'

1076+50

S E C

S W

W

S E C

S E

S E C

N W

S

W

S E C

N E

S

W

SEC. 17

T-89N R-5W

DELAWARE TWP.

KENNETH & KAREN RIES, LLC

t h

S t r e e t

¡ 77'

1066+67

¡ 75'

1067+51

¡ 92'

1067+67

¡ 71'

1066+98

¡ 70'

1067+44

¡ 73'

1063+46

¡ 80'

1062+96±EX.R/W

5070+00

5067+00

5068+00

5069+00

5070+00

4062+00

Temporary Easement

Permanent Acquisition

FOR INFORMATION ONLY

THIS SHEET INCLUDED

Right of Way Design Information

ROW #: NHSN-013-2(43(--2R-28

Color Legend:

ROW Team: Hughes / Larson

Plan Date: 9-7-2023

Property Lines

STRUM / PRINDLE / McNAMARA DELAWARE NHSN-013-2(048)--2R-28 H.2

O

FEET

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9/11/2023

ENGLISHFILE NO.

P A

R C

E L A

GREGORY A FUNKE & VALERIE K FUNKE

KENNETH & KAREN RIES, LLC

¡ 85'

1078+00 ¡ 71'

1085+50

¡ 85'

1088+25

¡ 77'

1085+79

¡ 78'

1086+24

¡ 62'

1090+25

¡ 72'

1092+50

CONSTRUCT ENTRANCE

TEMPORARY EASEMENT TO

CONSTRUCT ENTRANCES & SHAPE

TEMPORARY EASEMENT TO

¡ 92'

1079+00 ¡ 81'

1083+00

¡ 81'

1084+50 ¡ 50'±EX.R/W Cor.

1085+57.31

¡ 59'

1089+63±¢

¡ 69'

1090+10

¡ 50'±EX.R/W Cor.

1086+40.65

¡ 53'

1087+67

¡ 42'±EX.R/W

1088+81

¡ 42'±EX.R/W

1088+55

¡ 84'

1087+88

¡ 84'

1088+29

¡ 65'

1086+55

¡ 65'

1086+93

S E C

N W

S E C

N E

CJH FARMS, LLC

S E C

S E

S E C

S W

SEC. 17

T-89N R-5W

DELAWARE TWP.

¡ 47'

1087+04

¡ 75'±PROP.R/W

1086+24

¡ 72'±PROP.R/W

1085+79

Temporary Easement

Permanent Acquisition

FOR INFORMATION ONLY

THIS SHEET INCLUDED

Right of Way Design Information

ROW #: NHSN-013-2(43)--2R-28

Color Legend:

ROW Team: Hughes / Larson

Plan Date: 9-7-2023

Property Lines

STRUM / PRINDLE / McNAMARA DELAWARE NHSN-013-2(048)--2R-28 H.3

O

FEET

CHUGHES3:39:45 PM pw:\\NTPwint1.dot.int.lan:PWMain\Documents\Projects\2801301018\ROW\ROW_28013043.dgn

9/11/2023

ENGLISHFILE NO.

CJH FARMS, LLC

¡ 78' 1098+88±¢

¡ 78'

1094+25

¡ 67'

1095+00

¡ 66'

1098+00 ¡ 75'

1104+00

¡ 109'

1107+15

CONSTRUCT ENTRANCE & SHAPE

TEMPORARY EASEMENT TO

¡ 83' 1099+55±¢

¡ 75' 1102+00

¡ 97' 1106+50

¡ 78'

1098+83±¢

¡ 75'

1099+62±¢

RL KLEIN, LLC.

S E C

N W

S E C

N E

S E C

S E

S

W

S E C

S W

S

W

SEC. 8

T-89N R-5W

DELAWARE TWP.

t h

S t r e e t t h

S t r e e t

SEC. 17

T-89N R-5W

DELAWARE TWP.

KENNETH & KAREN RIES, LLC

¡ 108'

1106+99

¡ 44'±EX.R/W

1105+76

¡ 51'

1106+58¡ 51'±PROP.R/W

1105+35

6100+00

6096+00

6097+00

6098+00

6099+00

6100+00

6101+00

JOHN G HOFFMANN & LORIE N HOFFMANN

Temporary Easement

Permanent Acquisition

FOR INFORMATION ONLY

THIS SHEET INCLUDED

Right of Way Design Information

ROW #: NHSN-013-2(43)--2R-28

Color Legend:

ROW Team: Hughes / Larson

Plan Date: 9-7-2023

Property Lines

STRUM / PRINDLE / McNAMARA DELAWARE NHSN-013-2(048)--2R-28 H.4

O

FEET

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9/11/2023

ENGLISHFILE NO.

KARY L NAEVE

ROBERT G NAEVE &

DAVID A BROGHAMMER

RL KLEIN, LLC.

¡ 109' 1107+15

CONSTRUCT ENTRANCE & SHAPE

TEMPORARY EASEMENT TO

CONSTRUCT ENTRANCE & SHAPE

TEMPORARY EASEMENT TO

¡ 78'

1109+00

¡ 84'

1111+00

¡ 65'

1114+50

¡ 72'

1115+00 ¡ 68'

1116+00 ¡ 75'

1118+75 ¡ 67'

1122+78¡ 75'±PROP.R/W

1112+66

¡ 100'

1112+69

¡ 72'±PROP.R/W

1113+18

¡ 100'

1113+18

CONSTRUCT ENTRANCE

TEMPORARY EASEMENT TO

¡ 51'±EX.R/W Cor.

1112+75.85

¡ 62'

1109+83

¡ 60'

1110+27

¡ 82'

1113+25

¡ 85'

1115+50

¡ 77'

1117+50 ¡ 90'

1121+79±¢

P A R C E L J

S E C

N W

S

W

S E C

N E

S

W

SEC. 8

T-89N R-5W

DELAWARE TWP.

S E C

S E

S

W

S E C

S W

S

W

¡ 55' 1109+62±¢

¡ 46' 1107+78

¡ 55'

1109+83

¡ 53'

1110+27

JOHN G HOFFMANN & LORIE N HOFFMANN

Temporary Easement

Permanent Acquisition

FOR INFORMATION ONLY

THIS SHEET INCLUDED

Right of Way Design Information

ROW #: NHSN-013-2(43)--2R-28

Color Legend:

ROW Team: Hughes / Larson

Plan Date: 9-7-2023

Property Lines

BROGHAMMER TRUST

ANTHONY C

STRUM / PRINDLE / McNAMARA DELAWARE NHSN-013-2(048)--2R-28 H.5

O

FEET

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9/11/2023

ENGLISHFILE NO.

CONTRACT: MICHAEL A LYNCH

GARY J LYNCH & MARY JANE LYNCH

GARY J LYNCH & MARY J LYNCH

¡ 67'

1122+78

¡ 77'

1126+49±¢

¡ 90'

1121+79±¢

P A R C E L I

S E C

S W

S E C

S E

¡ 95'

1122+31

¡ 74'

1127+50

¡ 88'

1132+00

¡ 62'

1133+69

¡ 68'

1127+66

¡ 109'

1131+51

¡ 95'

1133+11

¡ 79'

1135+19±¢

¡ 74'±EX.R/W

1136+12

¡ 78'±PROP.R/W

1135+25

¡ 83'

1135+25

¡ 75'±PROP.R/W

1135+69

¡ 86'

1135+69

CONSTRUCT ENTRANCE

TEMPORARY EASEMENT TO

ANTHONY C BROGHAMMER TRUST

SEC. 8

T-89N R-5W

DELAWARE TWP.

S E C

N W

S

W

S E C

N E

S

W

RL KLEIN, LLC.

Temporary Easement

Permanent Acquisition

FOR INFORMATION ONLY

THIS SHEET INCLUDED

Right of Way Design Information

ROW #: NHSN-013-2(43)--2R-28

Color Legend:

ROW Team: Hughes / Larson

Plan Date: 9-7-2023

Property Lines

STRUM / PRINDLE / MCNAMARA DELAWARE NHSN-013-2(048)--2R-28 H.6

O

FEET

CHUGHES3:39:59 PM pw:\\NTPwint1.dot.int.lan:PWMain\Documents\Projects\2801301018\ROW\ROW_28013043.dgn

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ENGLISHFILE NO.

ROBERT KROGMAN

LINDA M KIRBY

LINDA M KIRBY

P A

R C

E L G

¡ 81'

1138+36±¢

¡ 71'

1139+50

¡ 75'

1141+85 ¡ 77'

1143+71±¢

74'±

EX.R/W

1136+

LINDA M KIRBY

¡ 82'±EX.R/W

1140+25

¡ 80'±EX.R/W

1140+69 P

A R

C E L C

P A

R C

E L A

P A

R C

E L B

¡ 72'±EX.R/W

1141+55

¡ 76'

1143+41±¢

¡ 81'

1144+81

¡ 64' 1146+09

¡ 92'

1146+50

¡ 77' 1174+82±¢

¡ 87'

1145+87

¡ 67'±PROP.R/W

1145+87

¡ 112'

1146+17

CONSTRUCT ENTRANCE

TEMPORARY EASEMENT TO

¡ 73'

1146+17

¡ 90'

1148+46

¡ 86'±PROP.R/W

1147+90

¡ 115'

1148+16

¡ 115'

1148+58

¡ 80'

1150+09

¡ 74' 1151+50

CONSTRUCT ENTRANCE

TEMPORARY EASEMENT TO

JULIE A HUFF

MARY A LANGR,

CONTRACT: MICHAEL A LYNCH

GARY J LYNCH & MARY JANE LYNCH

¡ 89'±PROP.R/W

1148+67

P A

R C

E L D

SEC. 8

T-89N R-5W

DELAWARE TWP.

S E C

N W

S E C

N W

S E C

S W

SEC. 8

T-89N R-5W

DELAWARE TWP.

Temporary Easement

Permanent Acquisition

FOR INFORMATION ONLY

THIS SHEET INCLUDED

Right of Way Design Information

ROW #: NHSN-013-2(43)--2R-28

Color Legend:

ROW Team: Hughes / Larson

Plan Date: 9-7-2023

Property Lines

ANTHONY C BROGHAMMER TRUST

STRUM / PRINDLE / McNAMARA DELAWARE NHSN-013-2(048)--2R-28 H.7

O

FEET

CHUGHES3:40:04 PM pw:\\NTPwint1.dot.int.lan:PWMain\Documents\Projects\2801301018\ROW\ROW_28013043.dgn

9/11/2023

ENGLISHFILE NO.

JOHN C BROGHAMMER

SUSAN K BROGHAMMER,

ELLEN BROESDER,

DANIEL R RIES

SEC.

NE

1/

NE

1/

SEC.

SW

/4 S

W /4

¡ 89'

1153+00

¡ 90'

1154+00

¡ 103'

1155+6…