23-070_DOT NHSX-013-2(42)--3H-28 U4Planset013(42) Construction-part2.pdf
PDF 10 MB Posted
- Solicitation number
- 23-070
- Issued by
- Delaware County, Iowa
About this file
This document is a plan set for the construction project 23-070_DOT NHSX-013-2(42)--3H-28 U4Planset013(42) Construction-part2.pdf, which is related to the state and local contract opportunity ICN OSP Project # 28230101 Delaware Co – Manchester, Hwy 13. The project involves the relocation of Iowa Communications Network (ICN) fiber along Highway 13 from Firefly Road to Highway 3 in Manchester, Iowa. The project will require approximately 8,471 feet of new cable installation in new 1-inch conduit and 38,265 feet of new direct-bury cable installation.
The pricing terms, set-asides, incumbents, funding requirements and sources, and other salient information are not explicitly stated in this document. However, the document indicates that this is a construction project for the relocation of ICN fiber within Delaware County, Iowa, which is being undertaken by the State of Iowa, Iowa Telecommunications and Technology Commission, operating the Iowa Communications Network.
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jstrum10:25:55 AM pw:\\NTPwint1.dot.int.lan:PWMain\Documents\Projects\2801301018\Design\CADD_Files\Sheet_Files\SHT_28013042Z03_E01.dgn
DESIGN TEAM PROJECT NUMBER SHEET NUMBER COUNTY
6/8/2023
ENGLISHFILE NO.
S I G
N
S I G
N
S I G
N
S I G
N
SIGNTATA TATA
TP
TA
TA
1370+00
130th Street
130th Street (SR130STW) 130th Street (SR130STE)
I A
(M
L
= POT 1369+73.96 (ML013)
POT 11369+73.96 (SR130STW)
= POT 1369+76.42 (ML013)
POT 11369+76.42 (SR130STE)
Begin Granular Surface Begin Construction
STA. 11367+70.00
Begin Paving Stop Granular Surface
STA. 11369+07.95
Stop Paving
STA. 11369+61.95
Resume Paving
STA. 11369+88.43
Resume Granular Surface End Paving
STA. 11370+43.43
End Granular Surface End Construction
STA. 11371+70.00
.9
P O
B
.9
P
O E
.4
P
B
.9
P
P
R O
P
R /W
P
R O
P
R /W
P
R O
P
R /W
E
X .R /W
O
FEET
5O
Begin Granular Surface
Begin Construction
Elev. 1103.70
STA. 11367+70.00
Begin Paving
Stop Granular Surface
Elev. 1108.37
STA. 11369+07.95
Stop Paving
Elev. 1110.53
STA. 11369+61.95
11363+00 11364+00 11365+00 11366+00 11367+00 11368+00 11368+00 11369+00
1090 1090
1095 1095
1100 1100
1105 1105
1110 1110
1115 1115
1120 1120
1125 1125
80.00L =
1103.62ELV =
+71.05VPI =
25K =
+0.81% +4.0
0%
.2
.5
.0
.8
.7
.7
.7
.7
.7
.7
1100.66
+30RT
1102.49
+11RT
1106.37
+10RT RT D
G
+2.25
R T
DG
+3.9 3%
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ENGLISHFILE NO.
S I G
N
S I G
N
S I G
N
S I G
N
SIGNTATA TATA
TP
TA
TA
1370+00
130th Street
130th Street (SR130STW) 130th Street (SR130STE)
I A
(M
L
= POT 1369+73.96 (ML013)
POT 11369+73.96 (SR130STW)
= POT 1369+76.42 (ML013)
POT 11369+76.42 (SR130STE)
Begin Granular Surface Begin Construction
STA. 11367+70.00
Begin Paving Stop Granular Surface
STA. 11369+07.95
Stop Paving
STA. 11369+61.95
Resume Paving
STA. 11369+88.43
Resume Granular Surface End Paving
STA. 11370+43.43
End Granular Surface End Construction
STA. 11371+70.00
.9
P
.9
P
.4
P O
B
.9
P
P
R O
P
R /W
P
R O
P
R /W
P
R O
P
R /W
E
X .R /W
O
FEET
5O
Resume Paving
Elev. 1111.15
STA. 11369+88.43
Resume Granular Surfacing
End Paving
Elev. 1111.32
STA. 11370+43.43
End Granular Surfacing
End Construction
Elev. 1114.35
STA. 11371+70.00
11365+00 11366+00 11367+00 11368+00 11369+00 11370+00 11371+00 11372+00
1090 1090
1095 1095
1100 1100
1105 1105
1110 1110
1115 1115
1120 1120
1125 1125
60.00L =
1114.12ELV =
+40.00VPI =
24K =
+3.2 3%
+0.72%
80.00L =
1110.89ELV =
+40.00VPI =
21K =
-0.50% +3.2 3%
.0
.1
.4
.0
.8
.5
.1
.3
1106.63
+28LT
1110.70
+70LT
LT
Di tch Gr ade
+2.8 7%
1107.56
+36RT
1112.85
+70RT
R T
Dit ch G rad e
+3.9 5%
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ENGLISHFILE NO.
S
IG
N S I G
N
S I G
N
TP
TP
SIGN
SIGN TA
TA
TP
1475+00
1476+65.00 PC
110th Street
110th Street (SR110STW)
110th S treet (
SR110STE)
Being Granular Surface Begin Construction
STA. 12473+59.00
Begin Paving Stop Granular Surface
STA. 12474+22.88
Stop Paving
STA. 12474+83.13
= POT 1474+95.13 (ML013)
POT 12474+95.13 (SR110STW)
= POT 1474
+95.88
(ML013)
POT 1247
4+95.88
(SR110STE)
Resume Pavi ngSTA. 124
75+07.95
Resume Granul ar Sur face End Pa ving
STA. 124
75+64.93
End Granul ar Sur faceEnd Co nstruc tionSTA. 124 76+34.00
IA
M L
.3
P
O B
.1
P
.8
P
.0
P
P
R O
P
R /W
P
R O
P R
/W
P
R O
P
R /W
P R
O P
R
/W
O
FEET
5O
ROW
Existing
ROW
Existing
Begin Granular Surface
Begin Construction
Elev. 1142.53
STA. 12473+59.00
Stop Paving
Elev. 1142.71
STA. 12474+83.13
Begin Paving
Stop Granular Surface
Elev. 1142.15
STA. 12474+22.88
12468+00 12469+00 12470+00 12471+00 12472+00 12472+00 12473+00 12474+00
1120 1120
1125 1125
1130 1130
1135 1135
1140 1140
1145 1145
1150 1150
1155 1155
20.00L =
1142.52ELV =
+84.65VPI =
13K =
+0.55% -0.94%
60.00L =
1141.95ELV =
+45.00VPI =
20K =
-0.94% +2.00
.4
.4
.3
.1
.2
.5
1138.14
+59RT
1135.43
+34RT
RT DG
-3.64% 1139.93
+59LT
1139.27
+33LT
LT DG
-0.88%
Ditch Grade
Ditch Grade IA 10
IA 10
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ENGLISHFILE NO.
S I G
N
S I G
N
S I G
N
TP
TP
SIGN
SIGN TA
TA
TP
1475+00
1473+00
1474+00
1475+00
1476+00
1477+00
110th Street
110th Street (SR110STW)
110th Street (SR110STE) Being Granular Surface
Begin Construction
STA. 12473+59.00
Begin Paving
Stop Granular Surface
STA. 12474+22.88
Stop Paving
STA. 12474+83.13
= POT 1474+95.13 (ML013)
POT 12474+95.13 (SR110STW)
= POT 1474+95.88 (ML013)
POT 12474+95.88 (SR110STE)
Resume Paving
STA. 12475+07.95
Resume Granular Surface End Paving
STA. 12475+64.93
End Granular Surface End Construction
STA. 12476+34.00
I A
(M
L
.3
P
.1
P
.8
P
O B
.0
P
P
R O
P
R /W
P
R O
P
R /W
P
R O
P
R /W
P
R O
P
R /W
O
FEET
5O
ROW
Existing
ROW
Existing
Resume Paving
Elev. 1142.79
STA. 12475+07.95
Resume Granular Surface
End Paving
Elev. 1141.78
STA. 12475+64.93
End Granular Surfacing
End Construction
Elev. 1141.96
STA. 12476+34.00
12470+00 12471+00 12472+00 12473+00 12474+00 12475+00 12475+00 12476+00 12477+00
1120 1120
1125 1125
1130 1130
1135 1135
1140 1140
1145 1145
1150 1150
1155 1155
80.00L =
1141.36ELV =
+79.25VPI =
25K =
-2.00% +1.26%
.7
.4
.9
.7
.7
.9
.2
.5
.6
1139.64
+47LT
1140.12
+34LT
LT DG+0.55%
1135.25
+50RT
1138.63
+34RT
R T
DG
+4.0 2%
Ditch Grade
Ditch Grade
UAC
UAC
IA 10
IA 10
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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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6/8/2023
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 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
162ND AVE
T H S
T
180TH AVE
T H S
T
R
DFI
R E
FL
Y
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
T H S
T
T H S
T
T H S
T
T H S
T
C64
4 13
5 13
C R E E K
H O N E Y
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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
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
T H S
T
T H S
T
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 NHSX-013-2(42)--3H-28 G.5 jstrum10:54:11 AM pw:\\NTPwint1.dot.int.lan:PWMain\Documents\Projects\2801301018\Design\CADD_Files\Sheet_Files\SHT_28013042Z03_G01.dgn
6/8/2023
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
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ENGLISHFILE NO.
4062+00
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
S I G
N
S I G
N
T P
T P
T P
T A
T P
T A
T A
T P
T A
L O
T
L O
T
L O
T
L O
T
L O
T
L O
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L O
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L O
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L O
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L O
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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
IV
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B L O
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L O
T 9 L
O T
L O
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L O
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L O
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L
O T
L O
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L
O T
L O
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L O
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L O
T
L O
T
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
BEGIN PAVING
END RESURFACING
STA. 1051+00.00
SEC. 17
T-89N R-5W
DELAWARE TWP.
T y p e
C
E n t
P r o p
T y p e
C
E n t
P r o p
¡ 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
W E
L L
¡ 79'
1059+80±¢
¡ 75'
1060+80±¢
¡ 76'
1062+30±¢
¡ 80'
1062+96±EX.R/W
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
W E
L L
NATALIE C FELTON
DAVID J 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: 4-25-2023
Property Lines
Rt. 947.75
Lt. 946.80
Install TWIN 54"x80' LCP Sta. 1061+70.00
(Remove)
F.L. =
18"x40' C.M.P.
D.A.=161.0 A-R
Twin 4'x3'x46.1' RCB Sta. 61+71.95
12"x76' C.M.P.
15"x36' C.M.P.
C.M.P.
24"x30'
F i r e f ly
R o a d
Uncl. Entr. Pipe
Proposed 18"
STRUM / PRINDLE / McNAMARA DELAWARE NHSX-013-2(42)--3H-28 H.1
O
FEET
5O
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4/25/2023
ENGLISHFILE NO.
5070+00
5067+00
5068+00
5069+00
5070+00
4062+00
SIGN
SIGN
SIGN
SIGN
SIGN SIGN
SB
S I G
N
M M
T P
T P
T P
L O
T
L O
T
L O
T
L O
T
F A
W N T
R A
IL
S
U B D
IV
IT
IO
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L O
T
NATALIE C FELTON
DAVID J FELTON &
LEONORA B McCULLICK
ANN L SCHULTE TRUST
DANIEL A SCHULTE TRUST,
CJH FARMS, LLC
KENNETH & KAREN RIES, LLC
¡ 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
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
N 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
T y p e
C
E n t
P r o p
T y p e
C
E n t
P r o p
¡ 73'
1063+46
¡ 80'
1062+96±EX.R/W
¡ 78'
1065+96±¢
SIGN
SIGN
SIGN
SIGN
SIGN SIGN
SB
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: 4-25-2023
Property Lines
15"x16' C.M.P.
18"x19' C.M.P.
15"x22' C.M.P.
24"x30' C.M.P.
18"x109' C.M.P.
24"x50' C.M.P.
Uncl Entr. Pipe
Proposed 18"
STRUM / PRINDLE / McNAMARA DELAWARE NHSX-013-3(42)--3H-28 H.2
24"x50' C.M.P.
O
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11/17/2022
ENGLISHFILE NO.
SIGN
Flg
LP
T A
T A
T A
T P
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.
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
¡ 47'
1087+04
¡ 75'±PROP.R/W
1086+24
¡ 72'±PROP.R/W
1085+79
12"x20' C.M.P.
12"x28' C.M.P.
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: 10-26-2022
Property Lines
STRUM / PRINDLE / McNAMARA DELAWARE NHSX-013-2(42)--3H-28 H.3
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5/1/2023
ENGLISHFILE NO.
.6
.5
.5 p o s s ib le c u lv e rt ?
6100+00
6096+00
6097+00
6098+00
6099+00
6100+00
6101+00
SIGN
SIGN
SIGNSIGN SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
S I G
N
T P
T A
T A
T A
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
(UAC)
Type "C" Ent.
+22 Exist.
Type "C" Ent.
+22 Prop.
T y p e
C n t
P r o p
¡ 44'±EX.R/W
1105+76
¡ 51'
1106+58¡ 51'±PROP.R/W
1105+35
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: 5-1-2023
Property Lines
Rt. 988.50 Lt. 987.30
Install 30"x80' LCP Sta. 1098+75.00
(Remove)
F.L. =
Rt. 984.38 Lt. 981.50
Install 30"x88' RCP Sta. 1093+75.00
(Remove)
F.L. =
15"x40' C.M.P.
D.A.=13.0 A-R Pipe Inlet Ext.
W/ 24"x6' Conc.
2'x2'x41.9' RCB Sta. 98+73.20
D.A.=10.0 A-R Pipe Inlet Ext.
W/ 30"x6' Conc.
2'x2'x43.6' RCB Sta. 93+74.36
STRUM / PRINDLE / McNAMARA DELAWARE NHSX-013-2(42)--3H-28 H.4
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5/1/2023
ENGLISHFILE NO.
SIGN
SIGN
Uncl. Entr. Pipe
Proposed 18"
Uncl. Entr. Pipe
Proposed 30"
T A
T P
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
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
¡ 55' 1109+62±¢
¡ 46' 1107+78
¡ 55'
1109+83
¡ 53'
1110+27
JOHN G HOFFMANN & LORIE N HOFFMANN
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
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: 5-1-2023
Property Lines
BROGHAMMER TRUST
ANTHONY C
Rt. 1000.28
Lt. 1003.32
Install 30"x92' RCP
Sta. 1119+10.00
(Remove)
F.L. =
STRUM / PRINDLE / McNAMARA DELAWARE NHSX-013-2(42)--3H-28 H.5
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5/1/2023
ENGLISHFILE NO.
SIGN
SIGN
SIGN
Un cl
En tr
Pi pe
Pr op os ed
5"
M M
T P
T P
T A
T A
T P
T P
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.
T y p e t o p
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: 5-1-2023
Property Lines
D.A.=5.0 A-R
Pipe Outlet Ext.
W/ 30"x6' Conc.
2'x2'x42.8' RCB
Sta. 126+50.36 15"x40' C.M.P.
D.A.=10.0 A-R
Pipe Outlet Ext.
W/ 30"x6' Conc.
2'x2'x49.5' RCB
Sta. 136+00.50
Rt. 1011.26 Lt. 1013.00
Install 30"x88' RCP Sta. 1126+50.00
(Remove)
F.L. =
Rt. 1027.05
Lt. 1019.20
Install 30"x104' RCP
Sta. 1135+90.00
(Remove)
F.L. =
STRUM / PRINDLE / MCNAMARA DELAWARE NHSX-013-2(42)--3H-28 H.6
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ENGLISHFILE NO.
SIGN
LP
Flg
SIGN
T A
T P
T A
T A
T P
T P
T A
T A
T A
T A
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
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 t o p
T y p e t o p
¡ 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.
15"x31' C.M.P. 18"x40' C.P.P.
18"x78' C.P.P.
15"x40' C.M.P.
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: 10-26-2022
Property Lines
ANTHONY C BROGHAMMER TRUST
STRUM / PRINDLE / McNAMARA DELAWARE NHSX-013-2(42)--3H-28 H.7
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ENGLISHFILE NO.
T A
T A
T A
T A
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+62
'11
+50
¡ 76'
1153+50
¡ 95'
1156+69±¢
¡ 81'±EX.R/W
1160+00
¡ 87'
1161+30
¡ 86'
1162+47
¡ 83'
1165+00
¡ 74'
1158+35 ¡ 65'
1160+21
¡ 77'
1162+35
¡ 94'
1163+75
¡ 67'
1167+70±
LINDA M KIRBY
LINDA M KIRBY
SEC. 6
T-89N R-5W
DELAWARE TWP.
SEC. 5
T-89N R-5W
DELAWARE TWP.
SEC.
NW
/4
NW
/4
SEC. 7
T-89N R-5W
DELAWARE TWP.
SEC. 8
T-89N R-5W
DELAWARE TWP.
SEC.
SE
1/
SE
1/
4SEC. 8
T-89N R-5W
DELAWARE TWP.
¡ 96'±¢
1157+41.62
T y p e t o p
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: 11-16-2022
Property Lines
18"x40' C.P.P.
D.A.=75.0 A-R 4'x4'x42.4' RCB Sta. 155+51.23
Rt. 1008.95
Lt. 1008.00
Install 54"x114' RCP
Sta. 1155+50.00
(Remove)
F.L. =
JOHN C BROGHAMMER
SUSAN K BROGHAMMER,
ELLEN BROESDER,
STRUM / PRINDLE / McNAMARA DELAWARE NHSX-013-2(42)--3H-28 H.8
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11/17/2022
ENGLISHFILE NO.
SIGN
SIGN
LP15"x40' C.M.P.
D.A.=9.0 A-R
W/ Conc. Inlet Apron
2'x2'x49.8' RCB
Sta. 175+54.62
M M
T A
T A
T A
T P
T A
T
AT
A
T A
GILBERT A & MAUREEN E HOFFMANN
S E C
S E
S E
S E C
N E
S E
S E C
N W
S
W
¡ 70'
1168+00 ¡ 100'
1171+36
¡ 95'
1173+61
¡ 75'
1176+24
¡ 107'
1179+32
P A R C E L G
¡ 67'
1167+70±
WANDA A LINDERWELL
KENNETH L JR. &
¡ 49'
1167+70±¢
¡ 49'
1168+71
¡ 68'
1168+24
¡ 68'
1168+65 ¡ 63'
1170+53±¢
CONSTRUCT ENTRANCE & SHAPE
TEMPORARY EASEMENT TO
¡ 50'±EX.R/W
1171+14
¡ 50'±EX.R/W
1173+35
¡ 79'
1175+05 ¡ 68'
1176+41 ¡ 82'
1181+00
¡ 76'
1181+55
JOHN C BROGHAMMER
SUSAN K BROGHAMMER,
ELLEN BROESDER,
SEC. 5
T-89N R-5W
DELAWARE TWP.
SEC. 6
T-89N R-5W
DELAWARE TWP.
S E C
S W
S
W
T y p e
C E n t
P r o p
¡ 49'
1168+24
TO SHAPE
TEMPORARY EASEMENT
¡ 99'
1180+28±¢
CONNIEJ GROTH
ROGER D &
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: 11-18-2022
Property Lines
DANIEL R RIES
Rt. 1056.10
Lt. 1060.47
Install 30"x96' RCP
Sta. 1175+50.00
(Remove)
F.L. =
STRUM / PRINDLE / McNAMARA DELAWARE NHSX-013-2(42)--3H-28 H.9
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ENGLISHFILE NO.
7180+007180+00
7181+00
7182+00
7183+00
7185+00
7184+00
7185+00
7186+00
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
24"x121' Conc. Pipe
15"x45' C.M.P.
24"x48' C.M.P. 24"x48' C.M.P.
S I G
N
T P
T P
T A
T A
T A
T A
T A
T A
T A
T P
CONNIE J GROTH
ROGER D &
DELROSE G BROGHAMMER TRUST
DIANNE K FOUST
S E C
N E
S E
S E C
N W
S
W
¡ 76'
1181+55
¡ 79'±EX.R/W
1183+60
¡ 71'±EX.R/W
STA 1186+59
¡ 87'
1187+80 ¡ 80'
1190+34
¡ 88'±EX.R/W
1184+91
¡ 69'±EX.R/W
1188+03
¡ 68'
1183+52±¢
SEC. 5
T-89N R-5W
DELAWARE TWP.
SEC. 6
T-89N R-5W
DELAWARE TWP.
t h
S t r e e t t h
S t r e e t
S E C
S E
S E C
S W
MAUREEN E HOFFMANN
GILBERT A &
¡ 69'±EX.R/W
1192+00
¡ 79'±PROP.R/W
1197+00
¡ 90'
1194+88 ¡ 77'
1196+50
¡ 69'±EX.R/W
1196+75
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
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: 10-26-2022
Property Lines
STRUM / PRINDLE / MCNAMARA DELAWARE NHSX-013-2(42)--3H-28 H.10
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ENGLISHFILE NO.
24"x24' 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
T A
T A
E L E
C T
R
IC
E
A S
E M
E N
T
E L E
C T
R
IC
E
A S
E M
E N
T
DAVID PONSFORD
LAURIE HOPP,
JOAN JEFFERIS,
DIANNE K FOUST
S E C
N E
S E C
N W
¡ 79'
1197+55 ¡71'±EX.R/W
1200+31
¡ 70'±EX.R/W
1203+29
¡ 84'
1204+20
¡ 83'
1204+98
¡ 70'±EX.R/W
1206+25
¡ 82'
1204+13
¡ 72'
1206+78
¡ 83'
1205+99
¡ 73'±PROP.R/W
1206+44
¡ 83'
1206+44
CONSTRUCT ENTRANCE
TEMPORARY EASEMENT TO
CONSTRUCT ENTRANCE
TEMPORARY EASEMENT TO
SEC. 6
T-89N R-5W
DELAWARE TWP.
SEC. 5
T-89N R-5W
DELAWARE TWP.
S E C
S E
S E C
S W
T y p e
C
E n t
P r o p
T y p e
C
E n t
P r o p
¡ 79'±PROP.R/W
1197+00
¡ 84'
1197+12
¡ 84'
1197+37
¡ 77'
1196+50
¡ 69'±EX.R/W
1196+75
¡ 78'
1197+94
¡ 59'±EX.R/W
1197+37
¡ 76'
1210+00
¡ 84'
1211+79
¡ 75'±PROP.R/W
1205+99
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: 10-26-2022
Property Lines
Rt. 1015.00
Lt. 1012.55
Install 48"x82' RCP
Sta. 1204+55.00
(Remove)
F.L. =
BROGHAMMER TRUST
DELROSE G
STRUM / PRINDLE / McNAMARA DELAWARE NHSX-013-2(42)--3H-28 H.11
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5/2/2023
ENGLISHFILE NO.
SIGN SIGN
SIGN
LP
Flg
T A
T A
T A
T P
T A
T A
15' EASMENT FOR MVEC
JOSEPH W & BECKY L KAFER
ESTATE OF ARLENE T JONES
S E C
S E
S E
S E C
S W
S
W
DAVID PONSFORD
LAURIE HOPP,
JOAN JEFFERIS,
¡ 84'
1213+60
¡ 55'±EX.R/W Cor.
1216+13.14
¡ 70'±EX.R/W Cor.
1223+76.19
¡ 70'±EX.R/W
1211+40
¡ 91'
1212+50
¡ 92'
1213+00
¡ 70'±EX.R/W
1213+94
¡ 70'±EX.R/W Cor.
1216+14.33
¡ 108'
1219+00
¡ 69'±EX.R/W
1221+68
¡ 70'±EX.R/W Cor.
1223+80.30
¡ 75'
1225+04
¡70'±EX.R/W
1224+90
¡ 70'±EX.R/W
1223+18
¡ 70'±EX.R/W
1223+63
¡ 85'
1223+63
¡ 85'
1223+18
¡ 95'
1223+75±¢
¡ 95'
1224+22
¡ 70'±EX.R/W
1224+22
CONSTRUCT ENTRANCE & SHAPE
TEMPORARY EASEMENT TO
CONSTRUCT ENTRANCE
TEMPORARY EASEMENT TO
CONSTRUCT ENTRANCE
TEMPORARY EASEMENT TO
SEC. 32
T-90N R-5W
HONEY CREEK TWP.
SEC. 31
T-90N R-5W
HONEY CREEK TWP.
S E C
N E
S E
ARLENE T JONES
ESTATE OF
S E C
N W
S
W
¡ 67'
1218+09
¡ 67'
1218+41
C l o s e
T y p e t x i s t
T y p e t o p
T y p e t o p
T y p e t o p
¡ 38'±EX.R/W
1217+25
¡ 41'±EX.R/W
1220+00
¡ 45'±PROP.R/W
1220+58
¡ 45'
1218+65¡ 43'
1217+96
¡ 43'±PROP.R/W
1216+92
¡ 76'
1210+00
¡ 84'
1211+79
SIGN SIGN
SIGN
LP
Flg
SEC. 31
T-90N R-5W
HONEY CREEK TWP.
SEC. 32
T-90N R-5W
HONEY CREEK TWP.
1OO1OO
D.A.=77.0 A-R
4'x4'x51.2' RCB
Sta. 212+81.74 18"x28' 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
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: 5-2-2023
Property Lines
Rt. 1009.20
Lt. 1009.01
Install 54"x80' RCP
Sta. 1212+80.00
(Remove)
F.L. =
F.L. = Rt. 1017.85
Lt. 1016.61 Install 30"x82' RCP Sta. 1224+85.00
(Remove)
F.L. = Rt. 1017.85
Lt. 1016.61 Install 30"x82' RCP Sta. 1224+85.00
(Remove)
STRUM / PRINDLE / McNAMARA DELAWARE NHSX-013-2(42)--3H-28 H.12
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ENGLISHFILE NO.
8235+00
8234+00
8235+00
8236+00
8237+00
SIGN
SIGN
SB
SB
SB
SIGN
M M
T A
T A
S I G
NT
P
T A
T A
T P
T P
T A
T A
ESTATE OF ARLENE T JONES
S E C
N E
S E
S E C
N W
S
W
¡ 70'±EX.R/W Cor.
1223+80.30
¡ 75'
1225+04
¡ 61'
1228+51
¡ 90'
1230+76
¡ 70'±EX.R/W
1234+39
¡ 70'±EX.R/W
1235+41
¡ 81'
1239+26
¡70'±EX.R/W
1224+90
¡ 82'
1225+40
¡ 83'
1230+17
¡ 70'±EX.R/W
1232+50
¡ 70'±EX.R/W
1224+22
¡ 65'±PROP.R/W
1227+61
¡ 87'
1227+68
¡ 87'
1228+04
¡ 62'±PROP.R/W
1228+33
¡ 70'±EX.R/W
1233+72 ¡ 100'
1237+37±¢
¡ 97'
1239+20
¡ 90'±EX.R/W
1239+71
CONSTRUCT ENTRANCE
TEMPORARY EASEMENT TO
CONSTRUCT ENTRANCE
TEMPORARY EASEMENT TO
CONSTRUCT ENTRANCE
TEMPORARY EASEMENT TO
ESTATE OF ARLENE T JONES
SEC. 32
T-90N R-5W
HONEY CREEK TWP.
SEC. 31
T-90N R-5W
HONEY CREEK TWP.
t h
S t r e e t
S E C
S E
S E C
S W
DENIESE M JONES
STEVEN K &
¡ 79'
1233+72
¡ 79'
1234+24±¢
HONEY CREEK TOWNSHIP
THORPE UNION CEMETERY
T y p e
C
E n t
P r o p
C l o s e
T y p e t i s 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.A.=6.0 A-R
Pipe Outlet Ext.
W/ 30"x6' Conc.
2'x2'x44.5' RCB
Sta. 240+23.52
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
12"x20' C.M.P.
15"x23' C.M.P.
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: 5-2-2023
Property Lines
F.L. = Rt. 1017.85
Lt. 1016.61
Install 30"x82' RCP
Sta. 1224+85.00
(Remove)
Skew = 30° Rt. Ahd.
Build 12'x4'x98' RCB
Sta. 1230+05.00
(Remove)
F.L. = Rt. 1021.88
Lt. 1025.93
Install 30"x90' RCP
Sta. 1240+25.00
(Remove)
STURM / PRINDLE / McNAMARA DELAWARE NHSX-013-2(42)--3H-28 H.13
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5/2/2023
ENGLISHFILE NO.
SIGN
SIGN
SIGN
Uncl. Entr. Pipe
Proposed 18"
Uncl. Entr. Pipe
Proposed 18"
T P
T P
T A
STEVEN K & DENIESE M JONES
CHERYL M HEIMS
GERALD A &
S E C
S E
S E C
S W
¡ 88'
1250+48±¢ ¡ 92'
1250+48±¢
¡ 88'±PROP.R/W
1250+22
¡ 92'
1250+67
¡ 92'
1250+22
P A R C E L A
¡ 79'
1251+23
¡ 85'±PROP.R/W
1250+67
¡79'±PROP. R/W
1255+14
¡ 105'
1255+33
¡ 97'
1239+20
¡ 90'±EX.R/W
1239+71
¡ 90'±Ex.R/W Cor.
1249+05.57 ¡ 90'
1250+32±EX.R/W
CONSTRUCT ENTRANCE
TEMPORARY EASEMENT TO
CONSTRUCT ENTRANCE
TEMPORARY EASEMENT TO
ESTATE OF ARLENE T JONES
SEC. 32
T-90N R-5W
HONEY CREEK TWP.
SEC. 31
T-90N R-5W
HONEY CREEK TWP.
S E C
N W
S E C
N E
FUTURE LINE
FUTURE LINE
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
C l o s e
T y p e t i s t
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
12"x40' C.M.P.
D.A.=10.0 A-R
24"x73' Conc. Pipe
Sta. 254+02.25
15"x41' C.M.P.
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: 5-2-2023
Property Lines
STATE OF IOWA
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)
D.A.=6.0 A-R
Pipe Outlet Ext.
W/ 30"x6' Conc.
2'x2'x44.5' RCB
Sta. 240+23.52
NEED TO KNOW WHAT TO RETAIN FOR THIS PROJECT
STATE IS GOING TO ABANDON SOME OF THIS EASEMENT
COUNTY DOES NOT WANT TO MAINTAIN THIS ROAD SIDE PARK
STRUM / PRINDLE / McNAMARA DELAWARE NHSX-013-2(42)--3H-28 H.14
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11/17/2022
ENGLISHFILE NO.
9265+00
9264+00
9265+00
9266+00
9261+00
9262+00
9263+00
SIGN
SIGN
Flg
LP
SIGN
SIGN
SIGN SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN SIGN
S I G
N
S I G
N
S I G
N
T P
T P
T A
T P
T A
T P
T P
ERIC EDWARD & CAITLYN ANNE HORN
37A
S E C
N E
V A
C A T E
D R
A
IL
R O
A D R
V
A C
A T
D
R A
IL
R O
A D R
O W
¡ 79'
1255+83
¡ 72'
1256+00 ¡ 76'
1258+98±¢
¡ 90'±EX.R/W Cor.
1260+05.60¡79'±PROP. R/W
1255+14
¡ 105'
1255+33
¡ 104'
1255+76
¡ 100'±EX.R/W Cor.
1259+27.04
¡ 90'±EX.R/W Cor.
1264+36.19
CONSTRUCT ENTRANCE
TEMPORARY EASEMENT TO
¡ 91'
1254+50±EX.R/W
¡ 75'
1265+27
¡ 78'
1268+44
¡ 80'±PROP. R/W
1268+90
¡ 88'
1268+90
CONSTRUCT ENTRANCE
TEMPORARY EASEMENT TO
SEC. 30
T-90N R-5W
HONEY CREEK TWP.
S E C
N W
REVOCABLE LIVING TRUST
DAVID R WILHELM
SEC. 32
T-90N R-5W
HONEY CREEK TWP.
SEC. 31
T-90N R-5W
HONEY CREEK TWP.
30"x60' C.M.P.
S E C
S E
S E
SWANSON FAMILY FARMS CORP.
S E C
S W
S
W
STEVEN K & DENIESE M JONES
CHERYL M HEIMS
GERALD A &
FUTURE LINE
FUTURE LINE
COUNTY
C64
NAME
COUNTY
C64
NAME
T y p e
C
E n t
P r o p
(UAC)
Type "C" Ent.
+70 Exist.
T y p e
C
E n t
P r o p
STATE OF IOWA
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: 11-16-2022
Property Lines
COUNTY DOES NOT WANT TO MAINTAIN THIS ROAD SIDE PARK
STATE IS GOING TO ABANDON SOME OF THIS EASEMENT
NEED TO KNOW WHAT TO RETAIN FOR THIS PROJECT
Rt. 1048.37
Lt. 1050.37
Skew = 30° Lt. Ahd.
Install 30"x96' RCP
Sta. 1260+20.00
(Remove)
F.L. =
30"x52' C.M.P.
18"x40' C.M.P.
30"x53' C.P.P.
D.A.=11.0 A-R
SKEW 30° AH LT
30"x87' Conc. Pipe
Sta. 260+18.89
STRUM / PRINDLE / McNAMARA DELAWARE NHSX-013-2(42)--3H-28 H.15
O
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ENGLISHFILE NO.
SIGN SIGNSIGN
LP
M M
T P
T P
T A
T A
T P
SWANSON FAMILY FARMS CORP.
S E C
S W
S
W
¡ 89'
1274+00
¡ 74'
1277+01±¢
¡ 96'
1278+64
¡ 67'
1280+56
¡ 40'±EX.R/W
1281+67
DANIEL & MARY TEKIPPE
CONSTRUCT ENTRANCE
TEMPORARY EASEMENT TO
¡ 101'
1274+29
¡ 65'
1278+79
¡ 102'
1282+23¡ 82'±PROP. R/W
1269+35
¡ 88'
1269+35
SWANSON FAMILY FARMS CORP.
SEC. 29
T-90N R-5W
HONEY CREEK TWP.
SEC. 30
T-90N R-5W
HONEY CREEK TWP.
SEC. 30
T-90N R-5W
HONEY CREEK TWP.
S E C
S E
S E
S E C
N E
S E
S E C
N W
S
W
¡ 75'
1282+38
¡ 75'
1282+70
T y p e
C E n t
P r o p
T y p e
C E n t
P r o p
ERIC EDWARD & CAITLYN ANNE HORN
37A
¡ 40'±EX.R/W
1281+83
¡ 65'
1283+50
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
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: 10-26-2022
Property Lines
Rt. 1066.00
Lt. 1059.25
Install 30"x104' RCP
Sta. 1278+25.00
(Remove)
F.L. =
CONSTRUCT ENTRANCE
TEMPORARY EASEMENT TO
STRUM / PRINDLE / McNAMARA DELAWARE NHSX-013-2(42)--3H-28 H.16
O
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ENGLISHFILE NO.
SIGN
LP
M M
T P
T P
T P
T P
DANIEL & MARY TEKIPPE
STEVEN B & ROSE M SCHMOCK
S E C
N E
S E
S E C
N W
S
W
S E C
S E
S E C
S W
¡ 75'
1286+00
¡ 82'
1293+14
¡ 74'
1294+00
CONSTRUCT ENTRANCE & SHAPE
TEMPORARY EASEMENT TO
¡ 68'
1285+58
¡ 73'
1290+38±¢
¡ 60'±EX.R/W
1297+00
¡ 73'
1297+60
¡ 68'
1293+51
¡ 58'
1293+90
SEC. 29
T-90N R-5W
HONEY CREEK TWP.
SEC. 30
T-90N R-5W
HONEY CREEK TWP.
DANIEL & MARY TEKIPPE
SWANSON FAMILY FARMS CORP.
¡ 75'
1298+59
T y p e t o p
¡ 42'±EX.R/W
1284+62
¡ 65'
1283+50
¡ 40'±EX.R/W
1292+50
¡ 75'
1291+87
¡ 55'±PROP.R/W
1292+24
¡ 56'
1294+83
¡ 53'
1296+28±¢
¡ 50'
1293+90
¡ 47'
1293+42
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: 10-26-2022
Property Lines
D.A.=17.0 A-R
Inlet & Outlet Ext.
W/ 30"x6' Conc. Pipe 2'x2'x41.6' RCB
Sta. 291+71.28
Rt. 1052.00
Lt. 1049.00
Install 30"x88' RCP
Sta. 1291+75.00
(Remove)
F.L. =
STRUM / PRINDLE / McNAMARA DELAWARE NHSX-013-2(42)--3H-28 H.17
O
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5/23/2023
ENGLISHFILE NO.
SANDRA L SWANSON LIVING TRUST
SANDRA L SWANSON LIVING TRUST
ESTATE OF EDWARD D SEWARD
S E C
N W
¡ 74'
1303+57±¢
¡ 86'
1304+86
¡ 84'
1308+17
¡ 61'±EX.R/W
1310+33
¡ 80'
1302+99
¡ 75'±PROP. R/W
1303+35
¡ 80'
1303+30
¡ 61'±EX.R/W
1311+66
¡ 79'
1311+66
¡ 61'±EX.R/W
1312+15
¡ 79'
1312+15
CONSTRUCT ENTRANCE
TEMPORARY EASEMENT TO
CONSTRUCT ENTRANCE
TEMPORARY EASEMENT TO
CONSTRUCT ENTRANCE
TEMPORARY EASEMENT TO
CONSTRUCT ENTRANCE
TEMPORARY EASEMENT TO
CONSTRUCT ENTRANCE
TEMPORARY EASEMENT TO
¡ 75'
1298+94±¢
¡ 82'
1299+79 ¡ 78'
1303+68±¢
¡ 60'±EX.R/W
1301+74
¡ 60'±EX.R/W
1302+21
¡ 69'±PROP. R.W
1302+92
¡ 76'
1303+92
¡ 74'±PROP. R/W
1303+32
¡ 76'
1303+32
¡ 71'
1309+34
¡ 105'±PROP. R/W
1312+64
¡ 170'
1312+89
SEC. 30
T-90N R-5W
HONEY CREEK TWP.
SEC. 29
T-90N R-5W
HONEY CREEK TWP.
S E C
S E
S E C
S W
DANIEL & MARY TEKIPPE
¡ 75'
1298+59
¡ 71'
1299+30 ¡ 72'
1300+52
¡ 81'
1301+19
¡ 61'±EX.R/W
1313+78
¡ 76'±PROP. R/W
1302+95
S E C
N E
T y p e t o p
T y p e t o p
T y p e t
C L
O S
E
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
¡ 61'±EX.R/W
1310+55
¡ 81'
1310+55
¡ 61'±EX.R/W
1311+05
¡ 81'
1311+05
DANIEL & MARY TEKIPPE
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: 5-23-2023
Property Lines
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
18"x40' C.P.P.
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. =
Uncl. Ent. Pipe
Proposed 18"
STRUM / PRINDLE / McNAMARA DELAWARE NHSX-013-2(42)--3H-28 H.18
O
FEET
© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS
CHUGHES11:51:39 AM pw:\\NTPwint1.dot.int.lan:PWMain\Documents\Projects\2801301018\ROW\ROW_28013043.dgn
5/23/2023
ENGLISHFILE NO.
DANIEL & MARY TEKIPPE
¡68'
1316+48±¢
¡ 92'
1317+14±¢
¡ 54'
1326+86
¡ 72'
1326+86
¡ 72'
1327+40
FOR CHANNEL SHAPING
TEMPORARY EASEMENT
DANIEL & MARY TEKIPPE
¡ 113'
1313+55
¡ 170'
1313+44
¡ 63'
1318+90
¡ 80'
1320+52
¡ 85'
1322+95
¡ 89'
1322+95 ¡ 89'
1323+46
¡ 76'
1325+03¡ 84'±PROP. R/W
1323+36
¡ 115'
1327+66
CONSTRUCT ENTRANCE
TEMPORARY EASEMENT TO
SUN VALLEY FARMS PARTNERSHIP
t h
S t r e e t
¡ 74'
1316+91±¢
¡ 61'±EX.R/W
1313+78
¡ 64'
1314+16
¡ 44'±EX.R/W
1325+50
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
C E n t
P r o p
¡ 42'±EX.R/W
1328+50
¡ 97'
1320+79
¡ 96'±Prop.R/W
1319+92
¡ 188'
1320+13 ¡ 189'
1320+42
¡ 97'
1322+98
¡ 55'
1324+55
¡ 85'
1324+30
¡ 151'
1324+28
¡ 86'±Prop.R/W
1324+14
¡ 159'
1324+61
¡ 95'
1324+83
¡ 54'
1325+54T y p e t
P r o p
T y p e t
C L
O S
E
T y p e t
P r o p
CONSTRUCT ENTRANCES & SHAPE
TEMPORARY EASEMENT TO
SANDRA L SWANSON LIVING TRUST
10315+00
10313+62.41 POB
10316+79.88 POE
10314+00
10315+00
10316+00
S I G
N
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: 4-11-2023
Property Lines
Rt. 1058.62
Lt. 1054.94
Install 36"x90' RCP
Sta. 1320+60.00
(Remove)
F.L. =
S E C
N E
S E C
S E
S E
SEC. 19
T-90N R-5W
HONEY CREEK TWP.
S E C
S W
S
W
SEC. 20
T-90N R-5W
HONEY CREEK TWP.
S E C
N W
D.A.=31.0 A-R Conc. Pipe Inlet Ext.
W/ 36"x20"x6' Elip.
3'x2'x44.9' RCB Sta. 320+60.75
18"x30' C.M.P.
20"x60' C.P.P.
CONSTRUCT ENTRANCE
TEMPORARY EASEMENT TO
Uncl. Entr. Pipe
Proposed 18" Uncl. Entr. Pipe
Proposed 24"
Rt. 1058.62
Lt. 1052.84
Install 15"x106' RCP
Sta. 1324+70.00
F.L. =
Rt.
Lt.
Install SW-512
Sta. 1325+25.00 - 43.35' Lt
STRUM / PRINDLE / McNAMARA DELAWARE NHSN-013-2(42)--3H-28 H.19
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FEET
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11/17/2022
ENGLISHFILE NO.
SIGN
T P
M M
T A
T P
T P
DANIEL & MARY TEKIPPE
CONTRACT: BRAD W & SHERRI L CLAUSON
DELORES F STELKEN
S E C
S E
S E
S E C
S W
S
W
S E C
N E
S E
S E C
N W
S
W
¡ 102'
1330+78 ¡ 70'
1333+61
¡ 68'
1336+74
¡ 78'
1338+28
¡ 75'
1342+52
¡ 72'
1327+40 DANIEL & MARY TEKIPPE
CONSTRUCT ENTRANCE
TEMPORARY EASEMENT TO
¡ 65'±PROP. R/W
1343+08
¡ 75'
1343+08
¡ 83'
1330+17±¢
¡ 98'
1331+25 ¡ 85'
1333+75
¡ 102'
1340+67
¡ 73'
1343+00
SEC. 20
T-90N R-5W
HONEY CREEK TWP.
SEC. 19
T-…
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