09.d2 Bid Results Ltr - 2025 Street Improvements
14727 209 th St. N., Scandia, Minnesota 55073
Phone (651) 433 -2274 Fax (651) 433 -5112 http://www.ci tyofscandia.com
March 18, 2025
Honorable Mayor and City Council
City of Scandia
14727 209th Street N.
Scandia, MN 55073-8503
Re: Bid Results
2025 Street Improvement Project
Dear Mayor and Council:
Bids for the 2025 Street Improvement Project were opened on Wednesday, February 19, 2025. A
Bid Abstract has been included. The following is a bid summary:
Contractor Base Bid Alternate 1 Base + Alt
Bituminous Roadways, Inc. $431,285.00 $44,035.00 $475,320.00
Valley Paving, Inc. $437,886.92 $37,216.42 $475,103.34
Asphalt Surface Technologies Corp. $458,224.30 $40,816.16 $499,040.46
OMG Midwest, Inc. dba Minnesota Paving & Materials $476,241.00 $63,318.00 $539,559.00
North Valley, Inc. $477,500.95 $56,138.28 $533,639.23
Park Construction Company $483,409.63 $56,863.60 $540,273.23
Based on the favorable bids received, we recommend the City award the Base Bid and Alternate
to the lowest bidder, Valley Paving, Inc., in the amount of $475,103.34.
If you have any questions, please feel free to contact me at (651) 308-1491.
Sincerely,
Isiah C. Bubany, P.E.
Project Engineer
Enclosures: Bid Abstract, Location Map
ABSTRACT OF BIDS
2025 STREET IMPROVEMENT PROJECT
CITY OF SCANDIA, MN
BMI PROJECT NO. 24X.136471
BID DATE: 1/19/2025
TIME: 9:00 AM 1 2 3
ITEM MNDOT APPROX.
NO. SPEC NO. ITEM QUANT. UNIT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT
BASE BID
1 01 71 13 MOBILIZATION 1 LS $30,000.00 $30,000.00 $25,000.00 $25,000.00 $14,000.00 $14,000.00 $28,500.00 $28,500.00
2 01 55 26 TRAFFIC CONTROL 1 LS $5,000.00 $5,000.00 $8,000.00 $8,000.00 $1,942.50 $1,942.50 $2,000.00 $2,000.00
3 02 41 13 SALVAGE AND REINSTALL MAILBOX 5 EA $350.00 $1,750.00 $300.00 $1,500.00 $315.00 $1,575.00 $275.00 $1,375.00
4 02 41 13 REMOVE STORM PIPE/CULVERT 60 LF $15.00 $900.00 $21.00 $1,260.00 $16.27 $976.20 $13.64 $818.40
5 02 41 13 REMOVE BITUMINOUS PAVEMENT - DRIVEWAY 40 SY $15.00 $600.00 $13.00 $520.00 $11.27 $450.80 $15.84 $633.60
6 02 41 13 SAW CUT BITUMINOUS PAVEMENT - FULL DEPTH 30 LF $5.00 $150.00 $4.00 $120.00 $7.19 $215.70 $3.00 $90.00
7 32 01 16.11 RECLAIM BITUMINOUS PAVEMENT (8" THICK) (P) 12240 SY $1.75 $21,420.00 $1.00 $12,240.00 $1.07 $13,096.80 $1.21 $14,810.40
8 33 01 30.12 CLEAN PIPE CULVERT 230 LF $15.00 $3,450.00 $40.00 $9,200.00 $40.00 $9,200.00 $18.48 $4,250.40
9 31 20 00 DITCH GRADING 95 LF $20.00 $1,900.00 $16.00 $1,520.00 $14.32 $1,360.40 $9.24 $877.80
10 31 20 00 SUBGRADE EXCAVATION (EV) 420 CY $35.00 $14,700.00 $11.00 $4,620.00 $22.82 $9,584.40 $34.65 $14,553.00
11 31 32 19 GEOTEXTILE FABRIC, TYPE V NON-WOVEN 1260 SY $3.00 $3,780.00 $3.00 $3,780.00 $1.84 $2,318.40 $1.32 $1,663.20
12 32 01 16.11 HAUL AWAY EXCESS RECALIM MATERIAL TO CITY GRAVEL STREETS (LV) 1050 CY $30.00 $31,500.00 $7.00 $7,350.00 $24.27 $25,483.50 $29.48 $30,954.00
13 32 01 16.11 TOLERANCE RECLAIM (P) 12240 SY $1.50 $18,360.00 $1.50 $18,360.00 $0.77 $9,424.80 $1.32 $16,156.80
14 32 15 00 AGGREGATE SHOULDERING, CLASS 2 LIMESTONE 560 TON $35.00 $19,600.00 $27.00 $15,120.00 $36.38 $20,372.80 $33.88 $18,972.80
15 32 15 00 AGGREGATE SURFACING, 1/2" MINUS TRAP ROCK - DRIVEWAY 10 TON $50.00 $500.00 $45.00 $450.00 $108.54 $1,085.40 $46.20 $462.00
16 32 15 00 AGGREGATE SURFACING, CLASS 5 20 TON $50.00 $1,000.00 $115.00 $2,300.00 $48.43 $968.60 $46.20 $924.00
17 32 12 01 BITUMINOUS PATCH SPECIAL 100 SY $45.00 $4,500.00 $100.00 $10,000.00 $32.87 $3,287.00 $49.50 $4,950.00
18 32 12 00 TYPE SP 9.5 UPPER WEARING COURSE MIXTURE (3,C) 1170 TON $95.00 $111,150.00 $89.00 $104,130.00 $97.12 $113,630.40 $94.93 $111,068.10
19 32 12 00 TYPE SP 12.5 LOWER WEARING COURSE MIXTURE (3,C) 1940 TON $93.00 $180,420.00 $89.00 $172,660.00 $91.24 $177,005.60 $90.42 $175,414.80
20 32 12 00 BITUMINOUS MATERIAL FOR TACK COAT 860 GAL $3.00 $2,580.00 $1.00 $860.00 $1.94 $1,668.40 $3.00 $2,580.00
21 32 12 00 TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) - DRIVEWAY 40 SY $45.00 $1,800.00 $33.00 $1,320.00 $41.00 $1,640.00 $57.20 $2,288.00
22 33 42 00 15" CMP CULVERT (DRIVEWAY) 60 LF $65.00 $3,900.00 $90.00 $5,400.00 $67.17 $4,030.20 $47.30 $2,838.00
23 33 42 00 15" CMP APRON (DRIVEWAY) 6 EA $500.00 $3,000.00 $800.00 $4,800.00 $559.38 $3,356.28 $396.00 $2,376.00
24 01 57 13 CULVERT END PROTECTION 24 EA $150.00 $3,600.00 $225.00 $5,400.00 $210.00 $5,040.00 $220.00 $5,280.00
25 01 57 13 SILT FENCE TYPE MACHINE SLICED 1900 LF $8.00 $15,200.00 $2.50 $4,750.00 $2.36 $4,484.00 $2.53 $4,807.00
26 01 57 13 STORM DRAIN INLET PROTECTION 1 EA $250.00 $250.00 $215.00 $215.00 $127.34 $127.34 $165.00 $165.00
27 32 91 19.13 COMMON TOPSOIL BORROW (LV) 160 CY $50.00 $8,000.00 $45.00 $7,200.00 $52.84 $8,454.40 $38.50 $6,160.00
28 32 92 00 TURF RESTORATION, SEED MIXTURE (25-131), AND BLANKET CAT 20 880 SY $5.00 $4,400.00 $3.25 $2,860.00 $3.15 $2,772.00 $3.30 $2,904.00
29 32 92 00 TURF RESTORATION, SEED MIXTURE (35-241), AND BLANKET CAT 20 40 SY $5.00 $200.00 $8.75 $350.00 $8.40 $336.00 $8.80 $352.00
BASE BID TOTAL: $493,610.00 $431,285.00 $437,886.92 $458,224.30
ALTERNATE 1
30 02 41 13 REMOVE STORM PIPE/CULVERT 180 LF $15.00 $2,700.00 $21.00 $3,780.00 $16.27 $2,928.60 $13.64 $2,455.20
Engineer's Estimate
Bolton & Menk, Inc. St. Cloud, MN
Asphalt Surface Technologies Corp.Valley Paving, Inc.
Shakopee, MN
Bituminous Roadways, Inc.
Mendota Heights, MN
ABSTRACT OF BIDS
2025 STREET IMPROVEMENT PROJECT
CITY OF SCANDIA, MN
BMI PROJECT NO. 24X.136471
BID DATE: 1/19/2025
TIME: 9:00 AM 1 2 3
ITEM MNDOT APPROX.
NO. SPEC NO. ITEM QUANT. UNIT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT
Engineer's Estimate
Bolton & Menk, Inc. St. Cloud, MN
Asphalt Surface Technologies Corp.Valley Paving, Inc.
Shakopee, MN
Bituminous Roadways, Inc.
Mendota Heights, MN
31 02 41 13 SAW CUT BITUMINOUS PAVEMENT - FULL DEPTH 222 LF $5.00 $1,110.00 $2.50 $555.00 $0.72 $159.84 $3.00 $666.00
32 32 01 16.11 RECLAIM BITUMINOUS PAVEMENT (8" THICK) (P) 290 SY $1.75 $507.50 $5.00 $1,450.00 $2.16 $626.40 $2.31 $669.90
33 32 01 16.11 TOLERANCE RECLAIM (P) 290 SY $1.50 $435.00 $2.50 $725.00 $0.77 $223.30 $1.32 $382.80
34 32 12 00 TYPE SP 9.5 UPPER WEARING COURSE MIXTURE (3,C) 30 TON $95.00 $2,850.00 $94.00 $2,820.00 $97.13 $2,913.90 $94.93 $2,847.90
35 32 12 00 TYPE SP 12.5 LOWER WEARING COURSE MIXTURE (3,C) 50 TON $93.00 $4,650.00 $94.00 $4,700.00 $91.12 $4,556.00 $90.42 $4,521.00
36 32 12 00 BITUMINOUS MATERIAL FOR TACK COAT 20 GAL $3.00 $60.00 $1.00 $20.00 $1.94 $38.80 $3.00 $60.00
37 33 42 00 15" RC PIPE (CLASS 5) 104 LF $100.00 $10,400.00 $95.00 $9,880.00 $74.51 $7,749.04 $92.40 $9,609.60
38 33 42 00 15" RC PIPE APRON 4 EA $1,750.00 $7,000.00 $1,300.00 $5,200.00 $1,124.54 $4,498.16 $1,413.50 $5,654.00
39 33 42 00 18" RC PIPE (CLASS 5) 48 LF $120.00 $5,760.00 $95.00 $4,560.00 $82.55 $3,962.40 $98.12 $4,709.76
40 33 42 00 18" RC PIPE APRON 2 EA $2,000.00 $4,000.00 $1,400.00 $2,800.00 $1,368.54 $2,737.08 $1,545.50 $3,091.00
41 34 41 05 STRUCTURE MARKER 6 EA $150.00 $900.00 $200.00 $1,200.00 $262.50 $1,575.00 $55.00 $330.00
42 01 57 13 CULVERT END PROTECTION 6 EA $150.00 $900.00 $225.00 $1,350.00 $210.00 $1,260.00 $220.00 $1,320.00
43 32 91 19.13 COMMON TOPSOIL BORROW 70 CY $50.00 $3,500.00 $45.00 $3,150.00 $32.37 $2,265.90 $38.50 $2,695.00
44 32 92 00 TURF RESTORATION, SEED MIXTURE (35-241) AND BLANKET CAT 20 410 SY $5.00 $2,050.00 $4.50 $1,845.00 $4.20 $1,722.00 $4.40 $1,804.00
ALTERNATE 1 TOTAL: $46,822.50 $44,035.00 $37,216.42 $40,816.16
TOTAL AMOUNT BID (BASE + ALTERNATE): $540,432.50 $475,320.00 $475,103.34 $499,040.46
ABSTRACT OF BIDS
2025 STREET IMPROVEMENT PROJECT
CITY OF SCANDIA, MN
BMI PROJECT NO. 24X.136471
BID DATE: 1/19/2025
TIME: 9:00 AM
ITEM MNDOT APPROX.
NO. SPEC NO. ITEM QUANT. UNIT
BASE BID
1 01 71 13 MOBILIZATION 1 LS
2 01 55 26 TRAFFIC CONTROL 1 LS
3 02 41 13 SALVAGE AND REINSTALL MAILBOX 5 EA
4 02 41 13 REMOVE STORM PIPE/CULVERT 60 LF
5 02 41 13 REMOVE BITUMINOUS PAVEMENT - DRIVEWAY 40 SY
6 02 41 13 SAW CUT BITUMINOUS PAVEMENT - FULL DEPTH 30 LF
7 32 01 16.11 RECLAIM BITUMINOUS PAVEMENT (8" THICK) (P) 12240 SY
8 33 01 30.12 CLEAN PIPE CULVERT 230 LF
9 31 20 00 DITCH GRADING 95 LF
10 31 20 00 SUBGRADE EXCAVATION (EV) 420 CY
11 31 32 19 GEOTEXTILE FABRIC, TYPE V NON-WOVEN 1260 SY
12 32 01 16.11 HAUL AWAY EXCESS RECALIM MATERIAL TO CITY GRAVEL STREETS (LV) 1050 CY
13 32 01 16.11 TOLERANCE RECLAIM (P) 12240 SY
14 32 15 00 AGGREGATE SHOULDERING, CLASS 2 LIMESTONE 560 TON
15 32 15 00 AGGREGATE SURFACING, 1/2" MINUS TRAP ROCK - DRIVEWAY 10 TON
16 32 15 00 AGGREGATE SURFACING, CLASS 5 20 TON
17 32 12 01 BITUMINOUS PATCH SPECIAL 100 SY
18 32 12 00 TYPE SP 9.5 UPPER WEARING COURSE MIXTURE (3,C) 1170 TON
19 32 12 00 TYPE SP 12.5 LOWER WEARING COURSE MIXTURE (3,C) 1940 TON
20 32 12 00 BITUMINOUS MATERIAL FOR TACK COAT 860 GAL
21 32 12 00 TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) - DRIVEWAY 40 SY
22 33 42 00 15" CMP CULVERT (DRIVEWAY) 60 LF
23 33 42 00 15" CMP APRON (DRIVEWAY) 6 EA
24 01 57 13 CULVERT END PROTECTION 24 EA
25 01 57 13 SILT FENCE TYPE MACHINE SLICED 1900 LF
26 01 57 13 STORM DRAIN INLET PROTECTION 1 EA
27 32 91 19.13 COMMON TOPSOIL BORROW (LV) 160 CY
28 32 92 00 TURF RESTORATION, SEED MIXTURE (25-131), AND BLANKET CAT 20 880 SY
29 32 92 00 TURF RESTORATION, SEED MIXTURE (35-241), AND BLANKET CAT 20 40 SY
BASE BID TOTAL:
ALTERNATE 1
30 02 41 13 REMOVE STORM PIPE/CULVERT 180 LF
4 5 6
UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT
$15,000.00 $15,000.00 $16,847.73 $16,847.73 $73,252.01 $73,252.01
$1,900.00 $1,900.00 $1,576.07 $1,576.07 $1,868.50 $1,868.50
$305.00 $1,525.00 $326.08 $1,630.40 $303.00 $1,515.00
$25.00 $1,500.00 $38.51 $2,310.60 $29.60 $1,776.00
$38.00 $1,520.00 $21.74 $869.60 $13.92 $556.80
$17.00 $510.00 $5.98 $179.40 $7.97 $239.10
$1.10 $13,464.00 $1.47 $17,992.80 $0.94 $11,505.60
$41.00 $9,430.00 $34.78 $7,999.40 $11.85 $2,725.50
$31.00 $2,945.00 $79.35 $7,538.25 $31.33 $2,976.35
$40.00 $16,800.00 $39.51 $16,594.20 $0.01 $4.20
$1.10 $1,386.00 $3.53 $4,447.80 $0.01 $12.60
$35.00 $36,750.00 $22.40 $23,520.00 $22.58 $23,709.00
$2.75 $33,660.00 $2.07 $25,336.80 $1.47 $17,992.80
$40.00 $22,400.00 $36.89 $20,658.40 $36.02 $20,171.20
$120.00 $1,200.00 $81.52 $815.20 $64.60 $646.00
$45.00 $900.00 $81.52 $1,630.40 $58.66 $1,173.20
$40.00 $4,000.00 $85.69 $8,569.00 $136.73 $13,673.00
$92.00 $107,640.00 $97.39 $113,946.30 $92.86 $108,646.20
$89.00 $172,660.00 $90.01 $174,619.40 $86.09 $167,014.60
$2.00 $1,720.00 $3.26 $2,803.60 $3.02 $2,597.20
$50.00 $2,000.00 $44.84 $1,793.60 $69.79 $2,791.60
$92.00 $5,520.00 $96.39 $5,783.40 $80.53 $4,831.80
$355.00 $2,130.00 $134.02 $804.12 $747.17 $4,483.02
$205.00 $4,920.00 $54.35 $1,304.40 $202.00 $4,848.00
$2.29 $4,351.00 $2.72 $5,168.00 $2.27 $4,313.00
$200.00 $200.00 $326.08 $326.08 $283.35 $283.35
$45.00 $7,200.00 $52.17 $8,347.20 $42.59 $6,814.40
$3.05 $2,684.00 $4.35 $3,828.00 $3.03 $2,666.40
$8.15 $326.00 $6.52 $260.80 $8.08 $323.20
$476,241.00 $477,500.95 $483,409.63
$45.00 $8,100.00 $38.51 $6,931.80 $30.83 $5,549.40
OMG Midwest, Inc. dba
Minnesota Paving & Materials North Valley, Inc. Park Construction Company
Rogers, MN Nowthen, MN Minneapolis, MN
ABSTRACT OF BIDS
2025 STREET IMPROVEMENT PROJECT
CITY OF SCANDIA, MN
BMI PROJECT NO. 24X.136471
BID DATE: 1/19/2025
TIME: 9:00 AM
ITEM MNDOT APPROX.
NO. SPEC NO. ITEM QUANT. UNIT
31 02 41 13 SAW CUT BITUMINOUS PAVEMENT - FULL DEPTH 222 LF
32 32 01 16.11 RECLAIM BITUMINOUS PAVEMENT (8" THICK) (P) 290 SY
33 32 01 16.11 TOLERANCE RECLAIM (P) 290 SY
34 32 12 00 TYPE SP 9.5 UPPER WEARING COURSE MIXTURE (3,C) 30 TON
35 32 12 00 TYPE SP 12.5 LOWER WEARING COURSE MIXTURE (3,C) 50 TON
36 32 12 00 BITUMINOUS MATERIAL FOR TACK COAT 20 GAL
37 33 42 00 15" RC PIPE (CLASS 5) 104 LF
38 33 42 00 15" RC PIPE APRON 4 EA
39 33 42 00 18" RC PIPE (CLASS 5) 48 LF
40 33 42 00 18" RC PIPE APRON 2 EA
41 34 41 05 STRUCTURE MARKER 6 EA
42 01 57 13 CULVERT END PROTECTION 6 EA
43 32 91 19.13 COMMON TOPSOIL BORROW 70 CY
44 32 92 00 TURF RESTORATION, SEED MIXTURE (35-241) AND BLANKET CAT 20 410 SY
ALTERNATE 1 TOTAL:
TOTAL AMOUNT BID (BASE + ALTERNATE):
4 5 6
UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT
OMG Midwest, Inc. dba
Minnesota Paving & Materials North Valley, Inc. Park Construction Company
Rogers, MN Nowthen, MN Minneapolis, MN
$15.00 $3,330.00 $7.07 $1,569.54 $4.55 $1,010.10
$20.00 $5,800.00 $1.47 $426.30 $2.02 $585.80
$2.75 $797.50 $1.36 $394.40 $0.78 $226.20
$92.00 $2,760.00 $105.83 $3,174.90 $93.00 $2,790.00
$89.00 $4,450.00 $97.80 $4,890.00 $86.89 $4,344.50
$2.00 $40.00 $3.54 $70.80 $2.99 $59.80
$125.00 $13,000.00 $162.10 $16,858.40 $130.73 $13,595.92
$1,400.00 $5,600.00 $946.64 $3,786.56 $1,869.07 $7,476.28
$180.00 $8,640.00 $172.18 $8,264.64 $156.55 $7,514.40
$1,600.00 $3,200.00 $989.21 $1,978.42 $1,983.25 $3,966.50
$255.00 $1,530.00 $190.22 $1,141.32 $252.50 $1,515.00
$210.00 $1,260.00 $54.35 $326.10 $202.00 $1,212.00
$45.00 $3,150.00 $52.17 $3,651.90 $76.59 $5,361.30
$4.05 $1,660.50 $6.52 $2,673.20 $4.04 $1,656.40
$63,318.00 $56,138.28 $56,863.60
$539,559.00 $533,639.23 $540,273.23
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33
2000 AERIAL P
H
O
T
O
DEDICATED
L
A
K
E
L
A
N
E
33
CENTERLINE
P
E
R
60
R=50
33
HWY
R
/
W
D
E
D
I
C
A
T
E
D
P
E
R
B
O
N
E
L
A
K
E
E
S
T
A
T
E
S
60
ROAD CENTERLINE PER 2000 AERIAL PHOTO
3
60
3
ROA
D
D
E
D
I
C
A
T
E
D
P
E
R
D
O
C
9
8
1
4
1
0
33
33
2 RD WIDE ROAD EASEMENT PER BK 274 DEEDS PG 33433HW
Y
E
A
S
E
M
E
N
T
P
E
R
B
K
3
0
2
D
E
E
D
S
,
P
A
G
E
7
0
5
AERIAL PHOTO
HIG
H
W
A
Y
R
/
W
P
E
R
B
K
3
1
2
D
E
E
D
S
P
G
3
6
HIGH
W
A
Y
R
/
W
P
E
R
B
O
O
K
3
1
2
,
P
A
G
E
3
7
,
D
E
E
D
S
60 60
33
33
R=60
60
60 60
PER 2000
60
60
3333
R = 60
33
33
33
33
BK
3
1
2
D
E
E
D
S
P
G
2
9
BK 3
1
2
D
E
E
D
S
P
G
1
3
HWY
R
/
W
P
E
R
HWY
R
/
W
P
E
R
BK 31
2
D
E
E
D
S
P
G
3
1
HWY
R
/
W
P
E
R
BK 31
2
D
E
E
D
S
P
G
1
2
HWY
R
/
W
P
E
R
HWY
R
/
W
P
E
R
BK 3
1
2
D
E
E
D
S
P
G
3
2
HWY
R
/
W
P
E
R
BK 3
1
2
D
E
E
D
S
P
G
3
4
HWY
R
/
W
P
E
R
BK
3
1
2
D
E
E
D
S
P
G
3
0
HW
Y
R
/
W
P
E
R
B
K
3
1
2
D
E
E
D
S
P
G
3
0
HIGH
W
A
Y
R
/
W
P
E
R
B
K
3
1
2
D
E
E
D
S
P
G
3
8
60 60
ROAD CENTERLINE
60 60
HIGH
W
A
Y
R
/
W
P
E
R
B
K
3
1
2
D
E
E
D
S
P
G
2
0
WAY R/
W
P
E
R
B
K
3
1
2
D
E
E
D
S
P
G
1
9
3030
60 60
60
60 60
HW
Y
R
/
W
P
E
R
B
K
3
1
2
D
E
E
D
S
P
G
2
5
HWY
R
/
W
P
E
R
B
K
3
1
2
D
E
E
D
S
,
P
G
2
8
(
D
O
C
2
8
9
1
8
6
)
HWY
R
/
W
P
E
R
B
K
3
1
2
D
E
E
D
S
P
G
2
7
HWY
R
/
W
P
E
R
B
K
3
1
2
D
E
E
D
S
P
G
2
1
HWY
R
/
W
B
K
3
1
2
D
E
E
D
S
P
G
2
6
HW
Y
R
/
W
P
E
R
B
K
3
1
2
D
E
E
D
S
P
G
2
3
HWY
R
/
W
P
E
R
B
K
3
1
2
,
P
G
2
2
,
D
E
E
D
S
HW
Y
R
/
W
P
E
R
B
O
O
K
3
1
2
D
E
E
D
S
,
P
A
G
E
2
2
HW
Y
R
/
W
P
E
R
B
K
3
1
2
D
E
E
D
S
P
G
3
3
HWY
R
/
W
B
K
3
1
2
D
E
E
D
S
P
G
2
4
3333
3333
33 ROAD R/W DOC 947773 33ROAD R/W DOC 9968.943
HW
Y
E
A
S
E
M
E
N
T
BK 3
0
2
D
E
E
D
S
P
G
4
2
2
HWY
E
A
S
E
M
E
N
T
P
E
R
B
K
3
0
2
D
E
E
D
S
P
A
G
E
4
2
6
BK 30
2
D
E
E
D
S
P
G
4
2
3
BK 30
2
D
E
E
D
S
P
G
4
2
5
BK 302
D
E
E
D
S
P
G
4
2
4
HWY
E
A
S
E
M
E
N
T
33 33
R=60
6 0
60 60
6060
6060
6060
6060
ROAD CENTERLINE PER 2000 AERIAL PHOTO
BK 3
0
2
D
E
E
D
S
P
G
4
2
1
ROADWAY ESMT PER DOC 663607
ROA
D
E
A
S
E
M
E
N
T
P
E
R
D
O
C
7
0
3
1
2
0
3333
33
33
33
33
33
33
ROA
D
E
S
M
T
D
O
C
6
3
8
4
8
7
ROA
D
E
A
S
E
D
O
C
6
3
8
4
8
7
33
33
3333
33
33
30
ROA
D
E
A
S
E
M
E
N
T
D
O
C
7
0
1
7
6
0
DOC 70
1
7
6
0
ROAD
E
A
S
E
M
E
N
T
ROA
D
E
A
S
E
M
E
N
T
D
O
C
7
1
9
0
2
7
ROAD EAS
E
M
E
N
T
D
O
C
7
0
1
7
6
0
ROAD EASEMENT DOC 701760
ROAD EASEMENT DOC 701760
30
30
ROA
D
E
A
S
E
M
E
N
T
D
O
C
7
0
1
7
6
0
50 50
ROAD E
A
S
E
M
E
N
T
D
O
C
3
0
9
5
1
9
5
33
HWY
E
S
M
T
D
O
C
9
5
3
4
9
7
HWY
E
S
M
T
D
O
C
9
5
3
4
9
8
ESM
T
D
O
C
9
5
3
4
9
9
HWY
E
S
M
T
D
O
C
9
5
3
5
0
0
ESMT
D
O
C
9
5
3
5
0
1
HWY
E
S
M
T
D
O
C
9
5
3
5
0
2
HWY E
S
M
T
D
O
C
9
5
3
5
0
3
HWY E
S
M
T
D
O
C
9
5
3
5
0
4
HWY
E
S
M
T
D
O
C
9
5
3
5
0
5
HWY
E
S
M
T
D
O
C
9
5
3
5
0
6
HWY E
S
M
T
D
O
C
9
5
4
6
0
7
50 50
HWY
E
S
M
T
D
O
C
9
5
3
5
0
7
HWY
E
S
M
T
D
O
C
9
5
4
2
1
6
DOC
9
5
4
2
5
0
HWY
E
S
M
T
HWY
E
S
M
T
D
O
C
9
5
3
5
0
9
HWY
E
S
M
T
D
O
C
9
5
3
5
0
8
HWY
E
S
M
T
D
O
C
9
5
3
5
1
0
DOC
9
5
3
5
1
1
DOC
9
5
3
5
1
1
R=60
6 0
30 R=60
60 60
6050
6060
33 33
TOWNSHIP CARTWAY PER DOC 58374033ROAD ESMT DOC 635253
DOC
6
3
3
7
1
0
30
ROA
D
E
S
M
T
D
O
C
6
0
9
8
5
7
0
ROA
D
C
E
N
T
E
R
L
I
N
E
P
E
R
D
O
C
3
7
9
2
9
5
5
ROAD EASEMENT PER DOC 4037307
ROAD EA
S
E
M
E
N
T
PER DO
C
4
0
3
7
3
0
8
ROAD EASEMENT PER DOC 361772
66
ROA
D
E
A
S
E
M
E
N
T
P
E
R
D
O
C
.
3
2
4
6
1
5
6
6
ROA
D
E
A
S
E
M
E
N
T
P
E
R
D
O
C
.
3
2
4
6
1
5
AND
D
O
C
.
5
8
2
3
6
4
ROAD EASEMENT PER DOC. 3246156
6
ROAD R/W PER 2000 AERIAL PHOTOS
6
6
6
6
12
120120
33 6 6
RO
A
D
R
/
W
P
E
R
2
0
0
0
A
E
R
I
A
L
P
H
O
T
O
S
3333
3333
R=60
3333
3333
3333
75
75
ROAD EASEMENT PER DOC 491210 60 6033
R=60
33
33333333
3333
3333
ROAD
E
S
M
T
DOC
3
6
1
7
7
1
6 633
6 6
HWY
E
S
M
T
D
O
C
9
5
4
2
1
7
DOC 953519
HWY
E
S
M
T
D
O
C
9
5
3
5
2
0
HWY
E
S
M
T
DOC
3
0
5
0
1
6
3
33
50
ROAD EASEMENT PER DOC 66360833
DEDICAT
E
D
1
S
T
A
V
E
N
U
E
60
BOOK 169 DEEDS, PAGE 42
75
75 30
3030
R=60
75
75
0 0
0
0
6
6
DOC
9
5
3
5
2
1
DOC
9
5
3
5
2
2
DOC
9
5
3
5
2
3
75
75
R+60
6
6
6
33
33
33
6
6
66
675
75
6
ROAD
E
A
S
E
M
E
N
T
P
E
R
D
O
C
6
0
6
1
7
5
STATE
H
W
Y
E
A
S
E
M
E
N
T
PER BOO
K
1
6
9
D
E
E
D
S
,
P
G
4
0
HWY EASEMENT PER BOOK 169 DEEDS, PG 40
HWY E
A
S
E
M
E
N
T
60
75
75
6
ROAD E
A
S
E
M
E
N
T
DOC 711
5
4
6
6
ROAD ESMTDOC 315083450
ROAD EASEMENT PER DOC 663608 & 916107
ROA
D
E
A
S
E
M
E
N
T
PER
D
O
C
U
M
E
N
T
6
6
3
6
0
8
33
33
33
6
6
6
ROAD E
A
S
E
M
E
N
T
PER DOC
9
1
6
1
0
7
R/W EASEMENTPER DOC 888194
6
6
6
0
40 0
0
6
0
PER DOC 953513HWY EASEMENT
HWY EASEMENTDOC 953514
HWY E
A
S
E
M
E
N
T
D
O
C
9
5
3
5
1
5
DOC 9
5
3
5
1
5
HWY E
S
M
T
D
O
C
9
5
3
5
1
6
DOC 9
5
3
5
1
7
HWY
E
A
S
E
M
E
N
T
D
O
C
9
5
3
5
1
8
HWY
E
S
M
T
D
O
C
9
5
3
5
1
8
HWY
E
S
M
T
D
O
C
9
5
3
5
1
8
33
3030
30
HIGHWAY R/W PER BOOK 169 DEEDS, PAGE 42
HIGHWAY R/W PER BOOK 169 DEEDS, PAGE 42
HIGHWAY R/W PER BOOK 169 DEEDS, PAGE 41 HIGHWAY R/W PER BOOK 169 DEEDS, PAGE 41
HIGHWAY R/W PER BOOK 169 DEEDS, PAGE 41
HIGHWAY R/W PER BOOK 169 DEEDS, PAGE 41 HIGHWAY R/W PER BOOK 169 DEEDS, PAGE 41
HIGHWAY R/W PER BOOK 169 DEEDS, PAGE 4275
75 75
75
3330
ROA
D
E
A
S
E
M
E
N
T
P
E
R
D
O
C
U
M
E
N
T
7
0
1
7
6
1
HIGHWAY R/W PERBOOK 169 DEEDS, PAGE 42
HIGHWAY R/W PER BOOK 169 DEEDS, PAGE 42
75
75
3330
ROA
D
E
A
S
E
M
E
N
T
P
E
R
D
O
C
U
M
E
N
T
7
1
9
0
2
8
33
ROAD
E
A
S
E
M
E
N
T
P
E
R
D
O
C
U
M
E
N
T
5
6
2
1
3
1
6 6
6 63333
3333
3333
33
3333
33 F
O
O
T
R
/
W
E
S
M
T
P
E
R
D
O
C
3
5
1
4
5
8
9
ROAD & UTIL ESMT
P
E
R
D
O
C
9
6
4
5
3
3
&
3
4
0
9
1
4
5
75
75
75
75
75
75
75
CENT
E
R
L
I
N
E
L
O
C
A
T
E
D
P
E
R
2
0
0
0
A
E
R
I
A
L
P
H
O
T
O
ROA
D
E
A
S
E
M
E
N
T
P
E
R
D
O
C
9
6
4
5
3
3
33
STATE HWY EASEMENT PARCEL 51 PER BK 183 DEEDS PG 229
HWY EASEMENT PARCEL 52 SP 8212-02 (97=97) PER BK 183 DEEDS PG 229 HWY EASEMENT PARCEL 1 SP 8212-03 (97=97) PER BK 169 DEEDS PG 40
33
33
33
333375
ROA
D
E
A
S
E
M
E
N
T
P
E
R
D
O
C
.
4
0
8
5
6
0
6
HWY EASEMENT PA
R
C
E
L
5
0
S
P
8
2
1
2
-
0
2
(
9
7
=
9
7
)
P
E
R
B
K
1
8
3
D
E
E
D
S
P
G
2
2
9
33
33R=60
3333
3333
SP 8212-02
(
9
7
=
9
7
)
9
0
1
-
P
E
R
B
O
O
K
1
8
3
D
E
E
D
S
P
G
2
2
9
HWY EASEM
E
N
T
P
A
R
C
E
L
4
9
33 33
HIGH
W
A
Y
E
A
S
E
M
E
N
T
HIG
H
W
A
Y
E
A
S
E
M
E
N
T
HIGH
W
A
Y
E
A
S
E
M
E
N
T
HIG
H
W
A
Y
E
A
S
E
M
E
N
T
BK
3
0
2
,
P
G
4
1
3
BOO
K
3
0
2
D
E
E
D
S
,
P
A
G
E
4
1
6
BK 3
0
2
D
E
E
D
S
,
P
G
4
1
2
33
33
33
33 BOOK 241 DEEDS, PAGE 244
HWY
E
A
S
E
M
E
N
T
B
K
3
0
2
D
E
E
D
S
,
P
G
4
1
8
BOO
K
3
0
2
D
E
E
D
S
,
P
A
G
E
4
2
0
HWY
E
A
S
E
M
E
N
T
B
K
3
0
2
D
E
E
D
S
,
P
G
4
1
9
HWY
E
A
S
E
B
K
3
0
2
D
E
E
D
S
,
P
G
4
1
7
BOO
K
3
0
2
D
E
E
D
S
,
P
A
G
E
4
1
5
BOO
K
3
0
2
D
E
E
D
S
,
P
A
G
E
4
1
4
HIG
H
W
A
Y
E
A
S
E
M
E
N
T
60 60
75
75
HWY
E
A
S
E
M
E
N
T
P
E
R
B
K
3
0
2
D
E
E
D
S
,
P
A
G
E
4
1
0
HWY EASEMENT PARCEL 43 SP8212-02 (97=97) PER BK 183 DEEDS PG 229 HWY EASEMENT PARCEL 47SP 8212-02 (97=97) 901- PER BOOK 183 D
E
E
D
S
P
G
2
2
9
75 75
60 60
HW
Y
E
A
S
E
M
E
N
T
P
E
R
B
K
3
0
2
D
E
E
D
S
,
P
A
G
E
4
1
1
33
33
33
33
3333
33
33R = 6
0
DOC 349061ROAD ESMT
30
30 STREET R/W DEDICATED PER PLAT OF WILLIAMSBURG
HIGH
W
A
Y
R
/
W
P
E
R
B
O
O
K
3
1
2
D
E
E
D
S
,
P
A
G
E
1
7
HWY
R
/
W
P
E
R
B
K
3
1
2
D
E
E
D
S
P
G
1
5
HIGH
W
A
Y
R
/
W
P
E
R
B
O
O
K
3
1
2
D
E
E
D
S
,
P
A
G
E
1
4
HWY
R
/
W
P
E
R
B
K
3
1
2
D
E
E
D
S
,
P
G
4
3
HWY
R
/
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66 ROAD EASEMENT DOC 5621304433
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R
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O
K
A
V
E
.
N
.
MAYBERRY TRAIL N ST N
195th ST N
209TH
CITY HALL
PO
M
R
O
Y
A
V
E
N
PE
A
B
O
D
Y
TR
N
PIL
A
R
R
D
N
N
O
L
A
N
A
V
E
N
OZ
A
R
K
A
V
E
218th ST. N.
239th
S
T
N
NO
V
A
K
A
V
E
.
N
.
PO
M
R
O
Y
AV
E
N
U
E
N
PI
C
K
E
T
T
AV
E
N
U
E
N
MANNING
TR, CT, CR
228th ST N
191st ST N
202nd ST N
KI
R
B
Y
A
V
E
N
213th
S
T
N
215th ST N
216th ST N
217th ST. N.
PE
N
R
O
S
E
AV
E
N
U
E
N
215th ST N
PE
N
N
F
I
E
L
D
AV
E
N
P
A
R
R
I
S
H
R
O
A
D
N
.
OLI
N
D
A
L
N
N
209th ST N
O
D
E
L
L
MEADOWBROOK CIR
PAR
I
S
A
V
E
N
ODE
L
L
C
T
N
E
W
B
E
R
R
Y
A
V
E
KIRK
CT
207th ST N
L
A
N
G
L
E
Y
OZARK
CT
209TH
S
T
N
OR
E
N
213th
214thOLAN
D
AVE
OL
G
I
L
V
I
E
A
V
E
N
223rd ST N
PE
R
K
I
N
S
AV
E
N
197th ST N
OX
B
O
R
O
L
N
OST
R
U
M
1
9
7
t
h
OR
L
O
D
R
.
238th ST N
235th ST N
AV
E
N
OXBORO CIR
213TH
232nd ST N
190th
189th
LA
R
K
S
P
U
R
A
V
E
N
LA
Y
T
O
N
A
V
E
N
192nd
ST N
OAK
H
I
L
L
CT.
N
.
NEWBERRY CT
L
O
F
T
O
N
A
V
E
N
TR
N
205t
h
ST N
LAK
A
M
A
G
A
TRAIL N
MEADOWRIDGE
CIR N
MEADOWRIDGE
LANE N
MEADOWRIDGE
TRAIL N
NOTE: EXISTING UTILITY INFORMATION SHOWN ON THIS
PLAN HAS BEEN PROVIDED BY THE UTILITY OWNER. THE
CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS PRIOR
TO COMMENCING CONSTRUCTION AS REQUIRED BY STATE
LAW. NOTIFY GOPHER STATE ONE CALL, 1-800-252-1166 OR
651-454-0002.
THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS
UTILITY QUALITY LEVEL D UNLESS OTHERWISE NOTED. THIS
UTILITY LEVEL WAS DETERMINED ACCORDING TO THE
GUIDELINES OF CI/ASCE 38-22, ENTITLED "STANDARD
GUIDELINE FOR INVESTIGATING AND DOCUMENTING
EXISTING UTILITIES".
PROJECT LOCATION
PROJECT LIMITS
CITY HALL
MAP LEGEND
SHEET NUMBER SHEET TITLE
GENERAL
G0.01 - G0.02 TITLE SHEET, LEGEND
G1.01 STATEMENT OF ESTIMATED QUANTITIES
G2.01 - G2.02 LOCATION PLAN, HAUL ROUTES
CIVIL
C0.01 - C0.04 EXISTING CONDITIONS, REMOVALS PLAN
C1.01 - C1.03 TYPICAL SECTIONS, DETAILS
C2.01 - C2.04 EROSION CONTROL PLAN
C6.01 - C6.04 STREET IMPROVEMENT PLAN
C7.01 TRAFFIC CONTROL PLAN
THIS PLAN SET CONTAINS 21 SHEETS.
FEETSCALE
0 40002000
RECLAMATION, BITUMINOUS PAVEMENT, STORM SEWER IMPROVEMENTS, DRAINAGE IMPROVEMENTS
MAP OF THE
CITY OF SCANDIA
WASHINGTON COUNTY, MN
CITY OF SCANDIA
CONSTRUCTION PLANS FOR
2025 STREET IMPROVEMENTS
JANUARY, 2025
R
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
S
C
N
D
\
2
4
X
1
3
6
4
7
1
0
0
0
\
C
A
D
\
C
3
D
\
1
3
6
4
7
1
G
0
0
1
.
d
w
g
2/
1
/
2
0
2
5
1
1
:
5
5
:
5
0
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.SCANDIA, MINNESOTA
2025 STREET IMPROVEMENT PROJECT
24X.136471.000
0 BID 01/21/2025
1 ADD 02/03/2025
DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
ISIAH BUBANY
61842 01/21/2025
ICB
ICB
CAQ
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
R
G0.01GENERAL
TITLE PAGE