HomeMy WebLinkAbout2021-04-05-J01S SE Ashworth Rd Corridor_Overhead to Underground ProposalCITY OF WAUKEE, IOWA
CITY COUNCIL MEETING COMMUNICATION
MEETING DATE: April 5, 2021
AGENDA ITEM:Consideration of approval of a resolution approving Overhead to
Underground Proposal from MidAmerican Energy Company [SE Ashworth
Rd, WMIS 2814509]
FORMAT:Resolution
SYNOPSIS INCLUDING PRO & CON: MidAmerican Energy proposes to relocate their overhead
electrical facilities to underground facilities along SE Ashworth Road to accommodate the SE
Ashworth Rd Corridor Improvements project currently underway.
FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: MidAmerican Energy’s
Relocation expense is estimated to be $436,819.35. Staff have indicated to MidAmerican Energy of
the City’s intent to utilize the local government compliance clause to compel MidAmerican Energy to
recover the actual costs for this relocation effort from their customers within the corporate boundaries
of Waukee. MidAmerican Energy will assign a monthly per kilowatt-hour (kWh) basis fee applied to
their customer’s electric utility bill for a one year duration. The estimated fee is $0.00252/kWh. For
the average residential customer, the monthly fee is estimated to be $2.12/month and for the average
commercial customer, this fee is estimated to be $14.61/month.
COMMISSION/BOARD/COMMITTEE COMMENT:
STAFF REVIEW AND COMMENT:
RECOMMENDATION: Approve the resolution.
ATTACHMENTS: I. Proposed Resolution
II. MidAmerican Proposal and Design
PREPARED BY: Beth Richardson
REVIEWED BY: Rudy Koester RK
PUBLIC NOTICE INFORMATION –
NAME OF PUBLICATION:
DATE OF PUBLICATION:
AGENDA ITEM: J1S
THE CITY OF WAUKEE, IOWA
RESOLUTION 2021-
APPROVING MIDAMERICAN ENERGY COMPANY PROPOSAL FOR OVERHEAD
TO UNDERGROUND PROPOSAL [SE ASHWORTH ROAD CORRIDOR
IMPROVEMENTS, WMIS 2814509]
IN THE NAME AND BY THE AUTHORITY OF THE CITY OF WAUKEE, IOWA
WHEREAS, the City of Waukee is a duly organized municipality within Dallas County; AND,
WHEREAS, the City of Waukee requested a proposal from MidAmerican Energy Company to
relocate overhead electric system along SE Ashworth Road Corridor; AND,
WHEREAS the removal and/or relocation of overhead electric facilities would improve safety,
image and economic development.
NOW THEREFORE BE IT RESOLVED by the City of Waukee City Council that the City of
Waukee hereby approves the MidAmerican Energy Company Overhead to Underground
Proposal [SE Ashworth Road Corridor, WMIS 2814509].
Passed by the City Council of the City of Waukee, Iowa, and approved the 5th day of April,
2021.
____________________________
Courtney Clarke, Mayor
Attest:
___________________________________
Rebecca D. Schuett, City Clerk
RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN
Anna Bergman
R. Charles Bottenberg
Chris Crone
Larry R. Lyon
Ben Sinclair
1 | P a g e W M I S | 2814509
2/16/2021
City of Waukee
805 University Ave.
Waukee, IA 50263
rkoester@waukee.org
Dear Mr. Koester:
Re: Relocation of overhead electric facilities to underground along SE Ashworth Rd. in
Waukee, IA. WMIS 2814509
In response to your request, MidAmerican Energy Company has reviewed the above
project and your request for relocation of our overhead electric system. To facilitate your
request for conversion of these overhead distribution facilities to an underground
system, we have prepared a design proposal for an estimated total of $436,819.35 to the
city that would remove the overhead facilities and install them underground. This cost
does include the adverse conditions charges. Since the estimated cost of construction is
over $100,000, the City is required by tariff to pay actual costs upon completion of the
work, which could result in an additional charge or a refund to the City.
This proposal provides the terms and conditions for relocation of our electric distribution
facilities only. If adjustments to streetlight facilities are required, the terms and conditions
for those projects will be included on a separate proposal.
This proposal is valid for 90 days and assumes MidAmerican will be allowed to
commence construction within 12 months of the proposal date.
MidAmerican proposes to:
1. Remove overhead distribution facilities as shown on the attached drawings.
2. Furnish and install underground cable, switchgears and other pad mounted
equipment as shown.
3. Provide a field representative to review plans with the contractor hired to install
conduit system.
2 | P a g e W M I S | 2814509
2/11/2021
Under the terms and conditions of this proposal, the City Agrees to:
1. Notify, facilitate and compel all other utilities located on MidAmerican Energy
company’s poles to relocate to underground.
2. City shall grade the underground primary cable route for direct burial cable to
within four inches of final grade and clear the cable route of construction
materials, obstructions, and ECT. This grading and clearing shall be done as
required to facilitate MidAmerican’s schedule for cable installation with no
unreasonable delays. In the event the City is unable to provide grade
preparation according to these specifications or cannot clear any known
obstructions in the proposed facility route, the City shall reimburse MidAmerican
for all incremental costs incurred by MidAmerican or its contractors resulting
therefrom.
3. The City shall furnish, stake and maintain easements for the duration of the
project for all MidAmerican Energy pad mounted electrical equipment as shown
on drawings
4. The City shall perform all site restoration necessitated by installation of
underground facilities.
5. The City shall stake elevations and Right of Way along the underground cable
path and maintain staking for the duration of project.
6. This proposal assumes that MidAmerican Energy will not be required to perform
any temporary relocations of the overhead system, and can leave it in place and
operable until the completion of the installation of the new underground facilities.
Any incremental costs incurred by MidAmerican for such temporary modifications
shall be paid by the City.
7. The City shall pay all costs incurred by MidAmerican Energy resulting from
design changes or field changes made by the City that deviate from the plans
provided by the City for preparation of this proposal.
8. If MidAmerican Energy is required to start construction during the winter season,
this work may be subject to a winter construction charge which is included in this
estimate.
3 | P a g e W M I S | 2814509
2/16/2021
If this proposal is satisfactory, please sign and return one copy of this letter to me.
Payment may be withheld until completion of the project and will be billed to actuals. If
you have any questions or concerns, please call me at (515) 252-6742.
Sincerely,
Scot Enger
Customer Project Coordinator
Accepted By: _________________________Date: _____________________
Requested Start Date: ____________________________________________
Requested Completion Date: _______________________________________
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208/120480/2
7
7
12
0
/
2
0
8
480/277
208/120
208/120208/120SIREN
STLT
STLT TRLTCTV
0018633653 0018727257
0016641956
0016643725
0016872201
0016872243
0016877685
0017023788
G360
0017237962
G361
0017237970
0017241475
0017449882
0018412188
GPP P.E. C0018592284
0018614210
GPP P.E. B
0018623943
GPP P.E. A
0018623996
0018755954
0019107081
0019135792
0016754359
0016754569
0017240601
0017685381
0017802530
0017898949
0018518541
Fleet 3
0018732578
1155
0019123013 0019123370
0019269414
SG-JC553
0019433698
PP0098
0019448968
SG-JC556
0019448975
SG-JC5540019449078
0019449109
PP0099
0019449211
0019449219
0019450278
0019450302
0019450311
0019450321
3247 Ashworth P.E.
0018624037
65T
100E
200E
200E
30T
200E 200E
30E
30E
200E
200E
65T
65T
65T
65T
140T
140T
X620
G361-2 G361-4
G361-5
JC557
SG-JC553-02
SG-JC553-06
SG-JC553-05
SG-JC553-04
SG-JC556-06
SG-JC556-04 SG-JC556-05
SG-JC556-02
SG-JC554-05
SG-JC554-02
SG-JC554-04
X617A
U150
X733
X619
X028
PH37
G361-1
G361-6
G361-3
JC555
SG-JC553-01 SG-JC553-03
SG-JC556-03
SG-JC556-01
SG-JC554-03
SG-JC554-06
SG-JC554-01
MD01
MD02X626
OPEN
OPEN
1 - 2.00
- CONTI
NUOUS POLYETHELYNE1 - 6.00 - CONTINUOUS POLYETHELYNE1 - 4.00 - CONTINUOUS POLYETHELYNE1 - 4.00 - PVC1 - 4.00 - PVC
1 - 4.00 - CONTINUOUS POLYETHELYNE1 - 4.00 - PVC1 - 4.00 - PVC
1 - 4.00 - CON
T
I
N
U
O
U
S
P
O
L
Y
E
T
H
E
L
Y
N
E1 - 2.00 - CONTINUOUS POLYETHELYNE1 - 6.00 - CONTINUOUS POLYETHELYNE1 - 4.00 - CONTINUOUS POLYETHELYNE1 - 2.00 - CONTINUOUS POLYETHELYNE1 - 4.00 - CONTINUOUS POLYETHELYNE1 - 4
.
0
0
-
C
O
N
T
I
N
U
O
U
S
P
O
L
Y
E
T
H
E
L
Y
N
E
2 - 4.00 - PVC
2 -
2
.
0
0
-
C
O
N
T
I
N
U
O
U
S
P
O
L
Y
E
T
H
E
L
Y
N
E
1 - 4.00 - CONTINUOUS POLYETHELYNE1 - 2.00 - CONTINUOUS POL
Y
E
T
H
E
L
Y
N
E
1 - 2.00 - CONTINUOUS POL
Y
E
T
H
E
L
Y
N
E
1 - 2.00 - CONTINUOUS POLYE
T
H
E
L
Y
N
E
1 - 2.00 - CONTINUOUS POLYE
T
H
E
L
Y
N
E
1 - 2.00 - CONTINUOUS
P
O
L
Y
E
T
H
E
L
Y
N
E
1 - 4.00 - CONTINUOUS POLYETHELYNE
1 - 6.00 - CONTINUOUS
P
O
L
Y
E
T
H
E
L
Y
N
E
1 - 4.00 - CONTINUOUS POLYETHELYNE1 - 6.00 - CONTINUOUS
P
O
L
Y
E
T
H
E
L
Y
N
E
1 - 6.00 - CONTINUOUS POLYETHELYNE
1 - 6.00 - CONTINUOUS
P
O
L
Y
E
T
H
E
L
Y
N
E
1 - 6.00 - CONTINUOUS POLYETHE
L
Y
N
E 1 - 6.00 - CONTINUOUS POLYETHELYNE
600
600
600
900
600 600
600
600
600
600
600
600
600
600
25
25
300
50
1500
25
1500
25
150
ABC PHS 150 KVA
208/120
500
50
C PHS 50 KVA
120/240
B PHS 25 KVA120/240 B PHS 25 KVA
120/240
B PHS 25 KVA
120/240
B PHS 25 KVA
120/240
B PHS 25 KVA120/240
B PHS 25 KVA120/240
25
25
B PHS 25KVA120/240
300
CONDUITS & TRACER WIRESTUBBED AT THIS LOCATION
LOCATOR NEEDS TO LOCATETHESE CONDUITS
CONDUITS & TRACER WIRESTUBBED AT THIS LOCATION
LOCATOR NEEDS TO LOCATETHESE CONDUITS
CONDUITS & TRACER WIRESTUBBED AT THIS LOCATION
LOCATOR NEEDS TO LOCATETHESE CONDUITS
<<<<<<<
SEC CAP I-80 E
WENDOVER RDI-80 W
I-80 E GRAND PRAIRIE PKWYGRAND PRAIRIE PKWYFLEET ST S FLEET ST330032083991047510775
33064330
6
63306510180(33160)3281310532073248PP PP
P
CBB
2 ACSR 6/1 (2 ACS
R
6
/
1
)1/0 ACSR 6/1 (1/0 ACSR 6/1)1/0 AL JACKETE
D
2 ACSR 6/1 (2 ACSR 6/1)4A COPPERWELD 3W (4A COPPERWELD 3W)2 ACS
R 6/1 (2
A
C
S
R 6/1)1/0 ACS
R 6/1 (1/0 A
C
S
R 6/1)1/0 AL JACKETED4/0 AL PARA1/0 AL JACKETED4/0 AL PARA
EL203
EL203 EL203EL203
EL203
EL203EL203EL203EL203EL203U
G
C
O
C
UG
COC
UGCOCUGCOCUG
COC
U
G
C
O
C
UG
CO
C
20
8
/
1
2
0208/120480/277
480
/
2
7
7
ST
L
T
TRLT
00166920780016712158
0016712177
0016725413
0016725416
0016725440
0016725443
0016806847
0016806850
0016979214
0017014287
0018633653
0005090915
0005090990
0005091011
0016979128
0018727250
0018727257
Fleet 10018732566
Fleet 20018732576
0018732602
0016754569
0017898949
0018518541
15T
25T
R5101
X586
1 - 4.00 - PVC1 - 4.00 - PVC
1 - 4.00 - CONTINUOUS POLYETHELYNE
25
25
25
25
25
150
25
300
1500
1000
<<<<<<<<<<<
240602
240603
240605
240608
240609
240610
240611
240612
240613
240614
240615
240617
240620
240621
240622
247098 247099
247100
247101
247104
240607
240606
240619
240616
240618
240604
240599
240600
240601
240623
240624
247106
247107
247108
247109
247110
345644
360359
CS19609
15' UE3227
3241
3233
3242
B
B
2 ACSR (2 ACSR)2 ACSR (2 ACSR)750 AL PARA
336 ACSR 18/1 (4/0 ACSR 6/1)EL203EL203EL203
EL203
EL203
UG
CO
C
UG
SG-JC553
0019433698
0000853762
0000853763
0004032188
0016728113
V087
0016728121
0016729630
0004016235
45-3 WOOD
45-3 W OOD 45-3 WOOD
717
373
664
205
65T
65T
V086
V087 SG-JC553-02
SG-JC553-06
SG-JC553-05
SG-JC553-04JC552 SG-JC553-01 SG-JC553-031 - 6.00 - CONTINUOU
S
P
O
L
Y
E
T
H
E
L
Y
N
E
1 - 6.00 - CONTINUOUS POLYET
H
E
L
Y
N
E
900 600 600
25
<<<
6
15
16
17
19
26
53
54
65
66
83
84
96
VERMILLION CT3256
1150
3257
3261
3251 3255
P
B
750 AL PARA
750 AL PARA
750 AL PARA 1/0 AL JACKETED4/0 AL PARA4/0 AL PARA
1/0 AL JACKETED1/0 AL JACKETED
1/0 AL JACKETED
1/0 AL JACKETED
1/0 ACSR 6/1 (1/0 ACSR 6/1)2 ACSR 6/1 (2 ACSR 6/1)2 ACSR 6/1 (2 ACSR 6/1)COMMON NEUTRAL750 AL PARA
336 ACSR 18/1 (4/0 ACSR 6/1)4/0 AL PARAEL203
EL203
EL203 EL203EL203EL203
EL203EL203
EL203
EL203EL203EL203
EL203 EL203UG
COC
UGUGCOCUGCOCU
G
C
O
C
13 OF
4
/
0
U
G
A
L
T
R
I
P
L
E
X
COC12
0
/
2
0
8
SIREN
CTV
0016877685
0017685381
PP0098
0019448968
SG-JC556
0019448975
SG-JC554
0019449078
0019449109
PP0099
0019449211
0019449219
0019450278
0019450302
3247 Ashworth P.E.
0018624037
0000853559
0004015577
45-3 WOOD
45-3 WOOD
45-3 WOOD
45-3 WOOD
45-3 WOOD
40-4 WOOD
45-3 WOOD
35-5 WOOD
45-3 WOOD
55-1 WOOD
200E 200E
30E
30E
200E
200E
65T
65T
140T
140T
SG-JC556-06
SG-JC556-04
SG-JC556-05
SG-JC556-02
SG-JC554-05
SG-JC554-02
SG-JC554-04
X617A
U150
X028
PH37
SG-JC556-03
SG-JC556-01
SG-JC554-03
SG-JC554-06
SG-JC554-01
MD01
MD02X626
1 - 4.00 - CONTINUOUS POLYETHELYNE1 - 2.00 - CONTINUOUS
P
O
L
Y
E
T
H
E
L
Y
N
E
1 - 2.00 - CONTINUOUS P
O
L
Y
E
T
H
E
L
Y
N
E
1 - 2.00 - CONTINUOUS POL
Y
E
T
H
E
L
Y
N
E
1 - 4.00 - CONTINUOUS POLYETHELYNE
1 - 4.00 - CONTINUOUS POLYETHELYNE1 - 6.00 - CONTINUOU
S
P
O
L
Y
E
T
H
E
L
Y
N
E
1 - 6.00 - CONTINUOUS POLYETHELYNE
1 - 6.00 - CONTINUOU
S
P
O
L
Y
E
T
H
E
L
Y
N
E 1 - 6.00 - CONTINUOUS POLYETHELYNE
600
600
600
600
600
600
600
600
B PHS 25 KVA
120/240
B PHS 25 KVA
120/240
B PHS 25 KVA
120/240
B PHS 25 KVA
120/240
25
25
B PHS 25KVA
120/240
300
CONDUITS & TRACER WIRE
STUBBED AT THIS LOCATION
LOCATOR NEEDS TO LOCATE
THESE CONDUITS
CONDUITS & TRACER WIRE
STUBBED AT THIS LOCATION
LOCATOR NEEDS TO LOCATE
THESE CONDUITS
CONDUITS & TRACER WIRE
STUBBED AT THIS LOCATION
LOCATOR NEEDS TO LOCATE
THESE CONDUITS
<<<<<
1
2
3
4
5
9
13
14
17
21
22
23
24
25
27
28
29
30
31
32
33
34
37
383940
41
43
44
48
50
51
52
53
56
59
60
61
62 63
64
66
67
68
69
70
71
73
75 76
77
78
79
80
82
83
85
86
87
88
89
90
91
92
98
100
101
102
1/0 AL JACKETED
EL203
SG-JC556
0019448975
3247 Ashworth P.E.
0018624037
200E
200E
30E
SG-JC556-06
SG-JC556-04
SG-JC556-05
SG-JC556-02
SG-JC556-03
SG-JC556-01
1 - 2.00 - CONTINUOUS
P
O
L
Y
E
T
H
E
L
Y
N
E
1 - 4.00 - CONTINUOUS POLYETHELYNE
600
600
CONDUITS & TRACER W IRE
STUBBED AT THIS LOCATION
LOCATOR NEEDS TO LOCATE
THESE CONDUITS
CONDUITS & TRACER W IRE
STUBBED AT THIS LOCATION
LOCATOR NEEDS TO LOCATE
THESE CONDUITS
CONDUITS & TRACER W IRE
STUBBED AT THIS LOCATION
LOCATOR NEEDS TO LOCATE
THESE CONDUITS
25
28
41
VERMILLION CTCHRISTIE LN3256
1150
3257
3261
3265
3267
3271
3273
3277
3281
3285
3251 3255
P
B
B
B
B
B 2 ACSR (2 ACSR)750 AL PARA
750 AL PARA 1/0 AL JACKETED4/0 AL PARA1/0 AL JACKETED
1/0 AL JACKETED
1/0 AL JACKETED
1/0 AL JACKETED
1/0 AL JACKETED 2 ACSR (2 ACSR )2 ACSR 6/1 (2 ACSR 6/1)2
AC
SR
6
/
1
(
2
AC
SR
6
/
1
)1/0 ACSR 6/1 (1/0 ACSR 6/1)2 ACSR 6/1 (2 ACSR 6/1)2 ACSR 6/1 (2 ACSR 6/1)COMMON NEUTRAL4/0 AL PARAEL203EL203
EL203 EL203EL203EL203
EL203
EL203
EL203
EL203 EL203EL203EL203EL203EL203UGUG
UG
COC
U
G
C
O
C
13 OF
4
/
0
U
G
A
L
T
R
I
P
L
E
X
69 O
F
1
/
0
U
G
A
L
T
R
I
P
L
E
X
7 OF 1/0 UG AL TRIPLEX
UG
UG
COC12
0
/
2
0
8
SIREN
CTV
0017685381
SG-JC554
0019449078
0019449109
0019450278
0019450302
0019450311
0019450321
0000853549
0000853550
0000853559
0004015577
0012752772
X611
0016728826
45-3 WOOD
45-3 WOOD45-3 WOOD
45-3 WOOD
45-3 WOOD
35-5 WOOD
45-3 WOOD
0000853502
40-4 WOOD
35-5 WOOD
40-4 WOOD
X619
0016728809
X620
0016728816
55-1 WOOD
65T
65T
30T
30E
200E
200E
65T
65T
65T
65T
140T
140T
X620
X611
JC557
SG-JC556-06
SG-JC554-05
SG-JC554-02
SG-JC554-04
X617A
U150
X733
X619
X028
PH37
JC555
SG-JC556-01
SG-JC554-03
SG-JC554-06
SG-JC554-01
OPEN
1 - 2.00 - CONTINUOUS
P
O
L
Y
E
T
H
E
L
Y
N
E
1 - 2.00 - CONTINUOUS P
O
L
Y
E
T
H
E
L
Y
N
E
1 - 2.00 - CONTINUOUS PO
L
Y
E
T
H
E
L
Y
N
E
1 - 2.00 - CONTINUOUS PO
L
Y
E
T
H
E
L
Y
N
E
1 - 2.00 - CONTINUO
U
S
P
O
L
Y
E
T
H
E
L
Y
N
E
1 - 6.00 - CONTINUO
U
S
P
O
L
Y
E
T
H
E
L
Y
N
E
1 - 4.00 - CONTINUOUS POLYETHELYNE1 - 6.00 - CONTINUOU
S
P
O
L
Y
E
T
H
E
L
Y
N
E
900
600
600
600
25
B PHS 25 KVA
120/240
B PHS 25 KVA
120/240
B PHS 25 KVA
120/240
B PHS 25 KVA
120/240
B PHS 25 KVA
120/240
25
300 <<<<<<<
1
4
5
7
8
9
10
11
12
14
18
20
23
24
29
30
33
34
35
36
38
43
44
45
46
47
49
50
52
55
56
57
58
59
60
61
67
70
71
72
74
76
77
78
81
82
86
87
91
92
93
94
95
97
98
99
100
101
102
103
104
3227
3241
3233
3242
B
2 ACSR (2 ACSR)750 AL PARA
750 AL PARA 1/0 AL JACKETEDEL203EL203
EL203 EL203UG
CO
C
UGUGCOCUGCOC
0016877685
SG-JC553
0019433698
PP0098
0019448968
PP0099
0019449211
0019449219
0000853762
0000853763
0004032188
V087
0016728121
0016729630
0004016235
65TV087 SG-JC553-02
SG-JC553-06
SG-JC553-05
SG-JC553-04JC552 SG-JC553-01 SG-JC553-03 1 - 6.00 - CONTINUOUS POLYETHELYNE
1 - 6.00 - CONTINUOU
S
P
O
L
Y
E
T
H
E
L
Y
N
E
1 - 6.00 - CONTINUOUS POLYET
H
E
L
Y
N
E
900 600 600
B PHS 25 KVA
120/240
<<<
VERMILLION CT3256
1150
3257
3261
3265
3267
3271
3273
3277
3251 3255
P
B
750 AL PARA
750 AL PARA
750 AL PARA 1/0 AL JACKETED4/0 AL PARA4/0 AL PARA
1/0 AL JACKETED1/0 AL JACKETED
1/0 AL JACKETED
1/0 AL JACKETED
1/0 AL JACKETED
1/0 AL JACKETED
EL203
EL203
EL203 EL203EL203EL203
EL203EL203
EL203
EL203
EL203
EL203
UG
UG
COC
UGCOCUGCOCU
G
C
O
C
13 OF
4
/
0
U
G
A
L
T
R
I
P
L
E
X
69 O
F
1
/
0
U
G
A
L
T
R
I
P
L
E
X
UG
UG
COC12
0
/
2
0
8
SIREN
CTV
0016877685
0017685381
PP0098
0019448968
SG-JC556
0019448975
SG-JC554
0019449078
0019449109
PP0099
0019449211
0019449219
0019450278
0019450302
0019450311
0019450321
0000853559
0004015577
0000853502
X619
0016728809
200E 200E
30E
30E
200E
200E
JC557
SG-JC556-06
SG-JC556-04 SG-JC556-05
SG-JC556-02
SG-JC554-05
SG-JC554-02
SG-JC554-04
JC555
SG-JC556-03
SG-JC556-01
SG-JC554-03
SG-JC554-06
SG-JC554-01
OPEN
1 - 2.00 - CONTINUOUS
P
O
L
Y
E
T
H
E
L
Y
N
E
1 - 2.00 - CONTINUOUS P
O
L
Y
E
T
H
E
L
Y
N
E
1 - 2.00 - CONTINUOUS POL
Y
E
T
H
E
L
Y
N
E
1 - 2.00 - CONTINUOUS PO
L
Y
E
T
H
E
L
Y
N
E
1 - 2.00 - CONTINUO
U
S
P
O
L
Y
E
T
H
E
L
Y
N
E
1 - 4.00 - CONTINUOUS POLYETHELYNE
1 - 6.00 - CONTINUOU
S
P
O
L
Y
E
T
H
E
L
Y
N
E
1 - 4.00 - CONTINUOUS POLYETHELYNE1 - 6.00 - CONTINUOU
S
P
O
L
Y
E
T
H
E
L
Y
N
E
1 - 6.00 - CONTINUOUS POLYETHELYNE
900
600
600
600
600
600
B PHS 25 KVA
B PHS 25 KVA
120/240
B PHS 25 KVA
120/240
B PHS 25 KVA
120/240
B PHS 25 KVA
120/240
B PHS 25 KVA
120/240
300
CONDUITS & TRACER WIRE
STUBBED AT THIS LOCATION
LOCATOR NEEDS TO LOCATE
THESE CONDUITS
CONDUITS & TRACER WIRE
STUBBED AT THIS LOCATION
LOCATOR NEEDS TO LOCATE
THESE CONDUITS
CONDUITS & TRACER WIRE
STUBBED AT THIS LOCATION
LOCATOR NEEDS TO LOCATE
THESE CONDUITS
<<
3227
3241
3233
3242
B
2 ACSR (2 ACSR)750 AL PARA
336 ACSR 18/1 (4/0 ACSR 6/1)EL203EL203
UG
CO
C
UGUGCOCUGCOC
0016877685
0000853762
0000853763
0004032188
V087
0016728121
0016729630
0004016235
45-3 WOOD
45-3 WOOD
45-3 WOOD 45-3 WOOD
40-4 WOOD65TV087
MD01
600
25
B PHS 25KVA
120/240
<<VERMILLION CT3256
1150
3257
3261
3265
3267
3271
3273
3277
3251 3255
P
B
B
B
B 2 ACSR 6/1 (2 ACSR 6/1)2
AC
SR
6
/
1
(
2
ACSR
6
/
1
)1/0 ACSR 6/1 (1/0 ACSR 6/1)2 ACSR 6/1 (2 ACSR 6/1)2 ACSR 6/1 (2 ACSR 6/1)COMMON NEUTRAL750 AL PARA
4/0 AL PARAEL203EL203EL203EL203
EL203UG
UG
COC
UGCOCUGCOCU
G
C
O
C
UG
UG
COC12
0
/
2
0
8
SIREN
CTV
0016877685
0017685381
3247 Ashworth P.E.
0018624037
0000853559
0004015577
45-3 WOOD
45-3 WOOD45-3 WOOD
45-3 WOOD
45-3 WOOD
40-4 WOOD
45-3 WOOD
35-5 WOOD
45-3 WOOD
0000853502
40-4 WOOD
35-5 WOOD
40-4 WOOD
X619
0016728809
55-1 WOOD
65T
65T
65T
65T
140T
140T
X617A
U150
X733
X619
X028
PH37
MD02X626
600
600 25
B PHS 25KVA
120/240
300
CONDUITS & TRACER WIRE
STUBBED AT THIS LOCATION
LOCATOR NEEDS TO LOCATE
THESE CONDUITS
CONDUITS & TRACER WIRE
STUBBED AT THIS LOCATION
LOCATOR NEEDS TO LOCATE
THESE CONDUITS
CONDUITS & TRACER WIRE
STUBBED AT THIS LOCATION
LOCATOR NEEDS TO LOCATE
THESE CONDUITS
<<<<<
pw://PW-APS1.foth.com:PW_IE/Documents/Clients/Waukee IA C/SE Ashworth Road Corridor Improvements/CAD/Plans/0019W019.01_D2_SHTCLIENT PROJECT NO:
DESIGNED BY:
PROJECT DATE:
CAD FILE:
CHECKED BY:
CAD DATE:
c:\pw_workdir\pw_ie\fvd_axc2\d0382026\0019W019.01_D2_SHT.dgn
9/10/2020
DRAWN BY:
1:20:49 PM
FOTH PROJECT NO:NO DATE BY REVISION DESCRIPTION
SHEET NO.
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WV15
0+00155+00148+00149+00151+00152+00153+00154+00156+00157+002300.00'R
3.508'E
253.90'L
127.08'T
02°29'28.0"D
(RT)06°19'29.9"Δ
150+44.92PI
2300.00'R
3.508'E
253.90'L
127.08'T
02°29'28.0"D
(LT)06°19'29.9"Δ
152+98.82PI 151+71.74 PRC154+25.64 PT149+17.84 PC151+71.74 PRC150+44.92PI 152+98.82PI OAKLEAF PROPERTIES LC
7929 ASHWORTH ROAD
56
GOODALL, CHARLES
3227 ASHWORTH
19
GOODALL, CHARLES
3233 ASHWORTH
20
21
ARAC LLC
SE ASHWORTH ROAD SE PARKVIEWCROSSING DRIVEBOONE TWP
R-26W T-78N
SECTION 4
BOONE TWP
R-26W T-78N
SECTION 9
GRADING LIMITS
PROPOSED 16" WATER MAIN
PROPOSED 8" WATER MAIN
SEE K SHEETS FOR INFORMATION
BEGIN TEMPORARY WIDENING
154+25.64STA
BEGIN CONSTRUCTION STA 708+15.13 (SE PARKVIEWCROSSING DR)
(SE ASHWORTH RD)156+41.09STA
149+00 150+00 151+00 152+00 153+00 154+00 155+00 156+00 157+00 +50 +75 +25 +50 +75 +25 +50 +75 +25 +50 +75 +25 +50 +75 +25 +50 +75 +25 +50 +75 +25 +50 +75 +25 +50 +75 +25
1000 1000
1005 1005
1010 1010
1015 1015
1020 1020
1025 1025
1030 1030
1035 1035
1040 1040
+1.00%
125K =
200.00'LEN
1026.99'ELV
156+50.00VPI 1025.99EL 155+50.00VPC 1026.62EL 156+75.00HP 1024.991025.491025.991026.391026.591026.591025.241025.741026.221026.521026.621026.52PROPOSED PROFILE GRADE
EXISTING GROUND @ � SE ASHWORTH RD
1024.75ELEV
154+25.64STA
BEGIN CONSTRUCTION
SEE K SHEETS FOR
PROFILE INFORMATION
+25
D.2A. SCHOTT A. FLOY A. COLON
SUBJECT TO CHANGE
SE ASHWORTH ROAD
PLAN AND PROFILE
0019W019.01
DECEMBER 2020
SE ASHWORTH ROAD CORRIDOR IMPROVEMENTS
SE PARKVIEWCROSSING DRIVE TO SE GLACIER TRAIL
WAUKEE, IA
0 30
FEETInstall guy & riser for
OH2UG
Please provide desired
cable depth to avoid conflict
with storm and grading.
1 Ph 1/0 Cable in 2" conduit
3 Ph 1/0 Cable in 4" conduit
3 Ph 750 Feeder Cable in 4" conduit
Existing Ground = 1016.79'
FL Storm =1010.95'
Top of Cable = 1008.95'
Existing Ground = 1023.61'
Bottom JUT = 1021.43'
Top of Cable = 1019.43'
Existing Ground = 1024.95'
Bottom JUT = 1021.46'
Top of Cable =1019.46'Avoid existing 8" water main
(roughly 5.5' from existing
ground to top of pipe)
pw://PW-APS1.foth.com:PW_IE/Documents/Clients/Waukee IA C/SE Ashworth Road Corridor Improvements/CAD/Plans/0019W019.01_D2_SHTCLIENT PROJECT NO:
DESIGNED BY:
PROJECT DATE:
CAD FILE:
CHECKED BY:
CAD DATE:
c:\pw_workdir\pw_ie\fvd_axc2\d0382026\0019W019.01_D2_SHT.dgn
9/10/2020
DRAWN BY:
1:20:57 PM
FOTH PROJECT NO:NO DATE BY REVISION DESCRIPTION
SHEET NO.
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CLN OUT160+00165+00157+00158+00159+00161+00162+00163+00164+00166+00HDANK INVESTMENT, LLC
57
OAKLEAF PROPERTIES LC
7929 ASHWORTH ROAD
56
ARAC LLC
22
SE ASHWORTH ROAD GRAND PRAIRIE PARKWAYBOONE TWP
R-26W T-78N
SECTION 4
BOONE TWP
R-26W T-78N
SECTION 4
BOONE TWP
R-26W T-78N
SECTION 9
GRADING LIMITS
STA 811+18.91 (GRAND PRAIRE PKWY)
(SE ASHWORTH RD)166+32.31STA
165+33.23STA
END CONSTRUCTION
158+00 159+00 160+00 161+00 162+00 163+00 164+00 165+00 166+00 +50 +75 +25 +50 +75 +25 +50 +75 +25 +50 +75 +25 +50 +75 +25 +50 +75 +25 +50 +75 +25 +50 +75 +25 +50 +75 +25
1000 1000
1005 1005
1010 1010
1015 1015
1020 1020
1025 1025
1030 1030
1035 1035
1040 1040
-0.60%
+0.90%
100K =
150.00'LEN
1024.89'ELV
160+00.00VPI 1026.39EL 157+50.00VPT 1025.34EL 159+25.00VPC 1025.57EL 160+75.00VPT 1025.16EL 159+85.00LP 1026.391026.091025.791025.491025.221025.171025.371025.791026.241026.691027.141027.591028.041028.491028.941029.391029.691029.69EL 165+33.23VPI 1026.521026.241025.941025.641025.341025.171025.241025.571026.021026.471026.921027.371027.821028.271028.721029.171029.62PROPOSED PROFILE GRADE
EXISTING GROUND @ � SE ASHWORTH RD
+25
D.3A. SCHOTT A. FLOY A. COLON
SUBJECT TO CHANGE
SE ASHWORTH ROAD
PLAN AND PROFILE
0019W019.01
DECEMBER 2020
SE ASHWORTH ROAD CORRIDOR IMPROVEMENTS
SE PARKVIEWCROSSING DRIVE TO SE GLACIER TRAIL
WAUKEE, IA
0 30
FEET
Install 6-Bay SG in 20'x30' MEC easement.
- Customer to ensure easement area is to
final grade before MEC installation and
does not conflict with City construction.
- Confirm location is not in a water-way as
aerial map shows.
Will these UG cables
be relocated?
600A enclosure in 20'x10' MEC easement.
Customer to ensure area is brought to
final grade before MEC installation and
will not conflict with city construction.
Install 1 Ph
transformer
Does City of Waukee
still need power here? Install
transformer in ROW/PUE if so
20.73 ft
92.69 ft
Existing Ground = 1027.20'
Bottom of JUT = 1023.14'
Top of Cable = 1021.14'
Existing Ground = 1027.91'
Bottom JUT = 1023.41'
Top of Cable =1021.41'
pw://PW-APS1.foth.com:PW_IE/Documents/Clients/Waukee IA C/SE Ashworth Road Corridor Improvements/CAD/Plans/0019W019.01_D2_SHTCLIENT PROJECT NO:
DESIGNED BY:
PROJECT DATE:
CAD FILE:
CHECKED BY:
CAD DATE:
c:\pw_workdir\pw_ie\fvd_axc2\d0382026\0019W019.01_D2_SHT.dgn
9/10/2020
DRAWN BY:
1:21:03 PM
FOTH PROJECT NO:NO DATE BY REVISION DESCRIPTION
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WV170+00175+00167+00168+00169+00171+00172+00173+00174+00AP GPP LC
1150 SE ASHWORTH
59
AP GPP LC
58
ARAC, LLC
23 24
ARAC, LLC
3251 ASHWORTH
25
HOLTHAUS, BENJAMIN P & WANDA
3255 ASHWORTH
FETTERS, TONY
3257 ASHWORTH
26
LOVE, WILLIAM & DONNA
3261 ASHWORTH
27
FARMLAND RESERVE INC
60
SE ASHWORTH ROADGRAND PRAIRIE PARKWAYSE VERMILLION COURTBOONE TWP
R-26W T-78N
SECTION 4
BOONE TWP
R-26W T-78N
SECTION 9
GRADING LIMITS
PROPOSED 18" SANITARY SEWER
PROPOSED 16" WATER MAIN
167+32.24STA
BEGIN CONSTRUCTION
STA 811+18.91 (GRAND PRAIRIE PKWY)
(SE ASHWORTH RD)166+32.39STA
STA 913+47.17 (SE VERMILLION CT)
(SE ASHWORTH RD)173+50.24STA
167+00 168+00 169+00 170+00 171+00 172+00 173+00 174+00 175+00 +50 +75 +25 +50 +75 +25 +50 +75 +25 +50 +75 +25 +50 +75 +25 +50 +75 +25 +50 +75 +25 +50 +75 +25 +50 +75 +25
1000 1000
1005 1005
1010 1010
1015 1015
1020 1020
1025 1025
1030 1030
1035 1035
1040 1040
-1.97%
PROPOSED PROFILE GRADE
EXISTING GROUND @ � SE ASHWORTH RD
+50
-0.60%+0.60%
117K =
300.00 FTLEN
1030.64ELV
173+00.00VPI
125K =
150.00 FTLEN
1028.54ELV
169+50.00VPI 1029.74ELV 171+50.00VPC 1027.68ELV 174+50.00VPT 1028.99ELV 168+75.00VPC 1028.99ELV 170+25.00VPT 1028.77ELV 169+50.00LP 1029.95ELV 172+19.92HP 1029.851029.741029.441029.141028.871028.771028.871029.141029.441029.741029.941029.911029.681029.231028.561027.681026.691025.711029.85ELV 167+32.22VPI 1029.851029.591029.291028.991028.791028.791028.991029.291029.591029.871029.951029.821029.481028.921028.151027.191026.20D.4A. SCHOTT A. FLOY A. COLON
SUBJECT TO CHANGE
SE ASHWORTH ROAD
PLAN AND PROFILE
0019W019.01
DECEMBER 2020
SE ASHWORTH ROAD CORRIDOR IMPROVEMENTS
SE PARKVIEWCROSSING DRIVE TO SE GLACIER TRAIL
WAUKEE, IA
0 30
FEET
Install 1 Ph Transformer
in PUE to serve customers.
Confirm location.
Install 6-Bay SG in 20'x30' MEC easement.
- Prefer easement parallel to Ashworth rather than SE
Vermillion. Clarify black dashed lines: Is this City PUE? Does
MEC equipment need to be set back out of this area?
- Do you know if the Mediacom cabinet needs power or will
be relocated?
- Will the siren need power or will it be relocated?
600A enclosure
in PUE
existing 200A
enclosure in PUE
Existing 1 Ph UG cable to
remain in place.
Contractor work around? Does
MEC need to pothole?
Please provide desired cable
depth to avoid conflict with
storm and grading.
Please provide desired cable
depth to avoid conflict with
joint utility trench
Please provide contact for MEC to work
with owner of Sanitary Easement. MEC
would like to encroach on north 5' for
E/W cable run.
Existing Ground = 1029.00'
FL Storm Sewer = 1021.62'
Top of Cable = 1019.62'
154.056 ft 301.584 ft
Maintain depth of 7' below
existing ground Maintain depth of 6' below
existing ground
Existing Ground = 1027.23'
Bottom JUT = 1024.01'
Top of Cable =1021.23'
Existing Ground = 1028.22'
Bottom JUT = 1023.95'
Top of Cable =1021.45'
Avoid existing 8" water main
(roughly 5.5' from existing
ground to top of pipe)
To ensure these lines are not
disturbed by subgrade prep
MEC should pothole this line
because we are planning to core
out soil to a depth of 3.33' below
the proposed top of pavement.
In this area the core out will
reach down to an elevation of
roughly 1025.00'.
Top of Cable = 1023.00' under
proposed pavement
pw://PW-APS1.foth.com:PW_IE/Documents/Clients/Waukee IA C/SE Ashworth Road Corridor Improvements/CAD/Plans/0019W019.01_D2_SHTCLIENT PROJECT NO:
DESIGNED BY:
PROJECT DATE:
CAD FILE:
CHECKED BY:
CAD DATE:
c:\pw_workdir\pw_ie\fvd_axc2\d0382026\0019W019.01_D2_SHT.dgn
9/10/2020
DRAWN BY:
1:21:10 PM
FOTH PROJECT NO:NO DATE BY REVISION DESCRIPTION
SHEET NO.
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UB
GW 180+00176+00177+00178+00179+00181+00182+00183+00184+002300.00'R
3.508'E
253.90'L
127.08'T
02°29'28.0"D
(LT)06°19'29.9"Δ
182+69.43PI 181+42.35 PC183+96.25 PRC183+96.25 PRC182+69.43PI FARMLAND RESERVE INC
60
HERRIDGE, DONALD C
3271 ASHWORTH
30
HARCEY, JON A & ANDREA F
3267 ASHWORTH
29
BROCKMAN, LOUIS W & GRETCHEN A
3265 ASHWORTH
28
DOLMAGE, DENNIS D & CYNTHIA S
3273 ASHWORTH
31
SWEENEY, RONALD M & CANDACE A
3277 ASHWORTH
32 GRANBERG, GERALD ALLAN & DIANNA LEE
3281 ASHWORTH
33
HOSIER, RITA J
3285 ASHWORTH
34
SE ASHWORTH ROADSE GLACIER TRAILBOONE TWP
R-26W T-78N
SECTION 4
BOONE TWP
R-26W T-78N
SECTION 9
GRADING LIMITS
PROPOSED 18" SANITARY SEWER
PROPOSED 16" WATER MAIN
PROPOSED 18" SANITARY SEWER
177+36.39STA
BEGIN WIDENING
END CONSTRUCTION
180+94.54STA
END WIDENING
STA 906+11.81 (SE GLACIER TRL)
(SE ASHWORTH RD)178+85.50STA
176+00 177+00 178+00 179+00 180+00 181+00 182+00 183+00 184+00 +50 +75 +25 +50 +75 +25 +50 +75 +25 +50 +75 +25 +50 +75 +25 +50 +75 +25 +50 +75 +25 +50 +75 +25 +50 +75 +25
995 995
1000 1000
1005 1005
1010 1010
1015 1015
1020 1020
1025 1025
1030 1030
1035 1035
PROPOSED PROFILE GRADE
EXISTING GROUND @ � SE ASHWORTH RD
+50
-1.97%
109K =
150.00 FTLEN
1013.86ELV
181+50.00VPI 1015.34ELV 180+75.00VPC 1013.41ELV 182+25.00VPT 1025.711024.721023.731022.751021.761020.771019.781018.801017.811016.821015.831014.881014.121013.591013.261012.961012.661012.361012.061025.211024.231023.241022.251021.261020.281019.291018.301017.321016.331015.341014.471013.821013.411013.111012.811012.511012.21D.5A. SCHOTT A. FLOY A. COLON
SUBJECT TO CHANGE
SE ASHWORTH ROAD
PLAN AND PROFILE
0019W019.01
DECEMBER 2020
SE ASHWORTH ROAD CORRIDOR IMPROVEMENTS
SE PARKVIEWCROSSING DRIVE TO SE GLACIER TRAIL
WAUKEE, IA
0 30
FEETInstall guy & riser for
OH2UG
Install guy and 1 Ph riser
to loop feed customers
From:Floy, Andy
To:Christopher, Janice (MidAmerican)
Cc:Enger, Scot (MidAmerican); Soumare, Hamou (MidAmerican)
Subject:[INTERNET] RE: MEC crossing
Date:Friday, February 12, 2021 1:40:43 PM
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Janice,
I’m not sure you have our final plan set so I’m having someone send it along. This storm sewer is 18” diameter. The top of pipe in this area is around 1023 and the
proposed ground elevation is around 1029. In theory it would work to go above the pipe, but I would shoot for 1024’-1025’ to give some room between your line
and the new pipe. Our contractor will be digging this area up to install the pipe after you are finished so we need to make sure the new line is completely above
the pipe.
Andy Floy, Lead Civil Engineer
Licensed in IA, KS, MO
Foth Infrastructure & Environment, LLC
8191 Birchwood Court, Suite L
Johnston, IA 50131
Ph: (515) 254-1393
Direct: (515) 251-2594 / Cell: (913) 433-3678www.foth.com
From: Christopher, Janice (MidAmerican) <Janice.Christopher@midamerican.com>
Sent: Friday, February 12, 2021 11:35 AM
To: Floy, Andy <Andy.Floy@foth.com>; Nathan T. Hardisty <nhardisty@shive-hattery.com>
Cc: Enger, Scot (MidAmerican) <Scot.Enger@midamerican.com>; Soumare, Hamou (MidAmerican) <Hamou.Soumare@midamerican.com>
Subject: MEC crossing
Hello,
I have a question about the UG cable crosing Ashworth just east of Grand Prairie Pkwy. How big is the storm sewer pipe? Can we bore in above the storm sewer
between elevations of 1023’ – 1024'?
Janice Christopher
Electric Distribution Engineer
jmchristopher@midamerican.com
515-242-3494 (Office)
515-401-2363 (Cell)
10510 Douglas Ave
Urbandale, Iowa 50322