VII.1. Approve Final Plans and Order Bids 2023 Street and Utility Improvements – City Project 2022-10; Klingbeil CITY OF HOPKINS
City Council Report 2023-014
To: Honorable Mayor and Council Members
Mike Mornson, City Manager
From: Eric Klingbeil, City Engineer
Date: January 17, 2023
Subject: Approve Final Plans and Order Bids; 2023 Street and Utility
Improvements – City Project 2022-10
_____________________________________________________________________
RECOMMENDED ACTION
MOTION TO Adopt Resolution 2023-05, Resolution Approving Plans and Specifications
and Authorizing Advertisement for Bids, 2022 Street and Utility Improvements, City
Project 2022-10.
OVERVIEW
At its October 18, 2022 meeting, the Hopkins City Council conducted a public hearing
concerning the 2023 Street and Utility Improvement Project, consisting of street and
utility improvements along 12th Avenue N from Mainstreet to 1st Street N, 14th Avenue
N from Mainstreet to 2nd Street N, 15th Avenue N from Mainstreet to 2nd Street N,
16th Avenue N from Mainstreet to 1st Street N and 2nd Street N to 3rd Street N, and
2nd Street N from 14th Avenue N to 15th Avenue N Following the public hearing,
Council ordered final plans for the above mentioned work. The final plans are complete,
staff now asks the Council to approve these plans and authorize advertisement for bids.
SUPPORTING INFORMATION
Engineers Estimate
Final Plans and Specifications (Available upon request)
Project Location Map
Resolution 2023-005
Engineering
ANALYSIS OF ISSUES
Scope of Improvements
This project includes improvement of the following streets:
12th Avenue N from Mainstreet to 1st Street N
14th Avenue N from Mainstreet to 2nd Street N
15th Avenue N from Mainstreet to 2nd Street N
16th Avenue N from Mainstreet to 1st Street N and 2nd Street N to 3rd
Street N
2nd Street N from 14th Avenue N to 15th Avenue N
The pavement condition index for most of the project area is below 40, which indicates
failed pavement and warrants reconstruction. Maintenance procedures such as seal
coating, mill and overlay, or reclamation are no longer effective strategies. Proposed
street improvements include full reconstruction of streets and new curb and gutter.
Water main is proposed to be replaced in the entire reconstruction area. Most of the
existing main is in excess of 60 years old and made from cast iron. New main will be
ductile iron, which has better reliability and when properly installed a longer lifecycle
than cast iron. All water services will be replaced from the main to the property line.
Sanitary sewer improvements consist of replacing old and outdated material mains. The
existing sanitary sewer mains are in excess of 60 years old and are made of and
outdated material, clay. Portions of the sanitary sewer near Mainstreet will be lined with
cured-in-place-pipe (CIPP) material to avoid excavation impacts in Mainstreet.
Proposed storm sewer improvements include new curb and gutter, removal and
replacement of the existing storm sewer mains, upsizing mains in select areas to better
handle larger storm events, and addition of storm sewer inlets to reduce water ponding
in the street.
Pedestrian facilities include:
Replacement of existing sidewalk and pedestrian ramps in the
reconstruction area
Addition of new sidewalk along the east side of 14th Ave N from 1st St N to
2nd St N along Maetzold Field
Addition of new sidewalk to fill in sidewalk gaps on 1st St N from 14th Ave
N to 16th Ave N.
During the scoping for this project, it was determined that there was other work that
should be included in the project. Traditionally this work was bid as a separate,
standalone project but in recent years it has been bid with the street and utility
improvement project and the City has received very favorable bid prices as a result.
This additional work will be funded by separate items in the CIP and Budget and
includes the following:
Storm sewer and drainage improvements for the backyards between 13th
Ave N and 14th Ave N south of 3rd Street N.
Reclamation and resurfacing of 10th Ave S from Mainstreet to 1st St S
Reclamation and resurfacing of 9th Ave S from 1st St S to Excelsior Blvd
Reclamation and resurfacing of 1st St S from 9th Ave S to 11th Ave N
Mill and overlay 9th Ave S from Mainstreet to 1st St S
Mill and overlay 1st St S from 8th Ave S to 9th Ave S
Sanitary Sewer Lining in areas across the City identified by the Public
Works Department.
Citywide sidewalk repairs
Public Input
A public informational meeting regarding the improvements was held on September
14th. The meeting format consisted of a presentation of the overall project scope, with
an open house style question and answer session. A 2nd neighborhood meeting has
been scheduled for October 24th to review proposed improvements and provide
detailed information on proposed assessments.
A questionnaire was sent to all properties in the project area in May 2022 in advance of
the neighborhood meetings. 30 questionnaires were returned. Drainage concerns,
pedestrian facility concerns, desire for improved street surface, and property specific
concerns were the most common responses.
Assessments
The proposed street assessments are based on the City’s assessment policy, whereby
70% of the street reconstruction cost and 50% of the water and sewer service
replacement are assessed to benefiting properties. The policy also allows for
assessments to be capped should assessments exceed previous year assessments by
20%; the costs for this project will trigger the assessment cap. A preliminary
assessment roll has been calculated and can be found in the appendix of the attached
Feasibility Report. The final assessment amounts will likely be lower than presented in
the report. Currently, staff is working to identify properties that were assessed in
adjacent projects to determine if the assessment cap would have been in a factor if the
projects had been assessed as one project.
The assessment cap for residential properties is $103.05 per front foot, following the
typical 3% increase per year. Without the cap assessments could be more than double
the capped rate.
Project Budget and Costs
The estimate for this project (including all add alternates), which includes contingency,
and costs for legal, administrative, and engineering costs for all the work, totals to
$8,010,000.
Project costs and funding sources are as follows:
Cost estimates show the project tracking higher than the CIP budget, this is due to
additional work outside the original scope included with the project, conservative
estimates for contingencies and soft costs, and very conservative construction unit
prices due volatile construction material costs in recent years. The project cost has
continued to come down as design progressed due to reduced contingency and
efficiencies in design.
Several portions of the project are street maintenance projects outside the original
scope and are being bid as “Add Alternates”. We will have the option of moving forward
with these items or to remove them from the project once bids are received, based on
budget constraints. Currently, Add Alternates account for approximately $530,000 of
the total estimated project cost.
Project Schedule
Approve final plans/order bids January 17, 2023
Bid Opening February 10, 2023
Order Assessment Hearing February 21, 2023
Public Informational Neighborhood Meeting March 15, 2023
Conduct Public Assessment Hearing March 21, 2023
Adopt Assessment Roll/Award Contract March 21, 2023
Begin Construction Spring 2023
Complete Construction Fall 2023
Funding Source CIP Budget
Street
Reconstruction
CIP Budget
Street
Rehabilitation/
Sewer Lining/
Pedestrian
Improvements
Estimated Cost
PI-PIR/General Obligation
Bonds
$2,170,000 $450,000 $3,270,000
Assessments 1,050,000 1,050,000
Storm Sewer Fund 480,000 820,000
Sanitary Sewer Fund 1,363,000 55,000 1,360,000
Water Fund 1,430,000 1,510,000
Total $6,493,000 $505,000 $8,010,000
CITY OF HOPKINS
HENNEPIN COUNTY, MINNESOTA
RESOLUTION 2023-005
RESOLUTION APPROVING PLANS AND SPECIFICATIONS AND AUTHORIZING
ADVERTISEMENT FOR BIDS 2023 STREET AND UTILITY IMPROVEMENTS
CITY PROJECT 2022-10
WHEREAS, pursuant to a resolution of the City Council adopted the 18th day of
October, 2022 ordering final plans for the 2023 Street and Utility Project, plans and
specifications were developed for improvements along 12th Avenue N from Mainstreet
to 1st Street N, 14th Avenue N from Mainstreet to 2nd Street N, 15th Avenue N from
Mainstreet to 2nd Street N, 16th Avenue N from Mainstreet to 1st Street N and 2nd
Street N to 3rd Street N, and 2nd Street N from 14th Avenue N to 15th Avenue N
including pavement, curbing, signage, drainage, water and sanitary sewer
improvements and all necessary appurtenances, and
WHEREAS,plans and specifications for City Project No. 2022-10 have been prepared
by Bolton & Menk, Inc., and have been presented to Council for approval, and
NOW THEREFORE BE IT RESOLVED, by the City Council of the City of Hopkins
1. Such plans and specification, a copy of which are attached hereto and made a
part hereof; are hereby approved and ordered placed on file in the office of the
City Clerk.
2. The City Clerk shall prepare and cause to be inserted in the official paper (Sun
Sailor), Finance and Commerce, and on QuestCDN an advertisement for bids
upon the making of such improvement under such approved plans and
specifications. The advertisement shall be published, at least three weeks before
date set for bid opening, shall specify the work to be done, shall state that bids
will be received on QuestCDN until 10:00 a.m., on the 10th day of February,
2023, at the City Hall and that no bids shall be considered accompanied by a
certified check or bid bond, payable to the City of Hopkins, Minnesota for 5% of
the amount of such bid.
3. The clerk and city engineer are hereby authorized and instructed to receive,
open, and display bids received at the time and place herein noted, and to
tabulate the bids received. The Council will consider the bids and award of
contract at the March 21, 2023 meeting in the Council Chambers.
Adopted by the City Council of the City of Hopkins this 17th day of January, 2023.
By:___________________________
Patrick Hanlon, Mayor
ATTEST:
_______________________________
Amy Domeier, City Clerk
ENGINEER'S ESTIMATE
2023 STREET & UTILITY IMPROVEMENTS
CITY PROJECT NO. 2022-010
CITY OF HOPKINS, MN
BMI PROJECT NO. 0T1.127595 Date:1/10/2023
12th Ave N 14th Ave N -
South Block
14th Ave N -
North Block 15th Ave N 16th Ave N 2nd St N Existing Sidewalk New Sidewalk Recon Street
Total Sanitary Storm Water Reconstruction
Total
City-Wide CIPP
Lining
Regional Trail
Storm Sewer
BASE BID
1 MOBILIZATION LUMP SUM $300,000.00 $15,000.00 $15,000.00 $15,000.00 $30,000.00 $30,000.00 $6,000.00 $15,000.00 $3,000.00 $129,000.00 $60,000.00 $30,000.00 $75,000.00 $294,000.00 $3,000.00 $3,000.00 1.00 $300,000.00
2 CLEARING TREE $750.00 $1,500.00 $2,250.00 $3,750.00 $12,750.00 $12,750.00 $750.00 $33,750.00 $33,750.00 45 $33,750.00
3 GRUBBING TREE $250.00 $1,500.00 $750.00 $1,500.00 $4,250.00 $5,000.00 $250.00 $13,250.00 $13,250.00 53 $13,250.00
4 TREE TRIMMING LUMP SUM $10,000.00 $1,500.00 $1,500.00 $1,500.00 $2,500.00 $2,500.00 $500.00 $10,000.00 $10,000.00 1 $10,000.00
5 DECIDUOUS TREE 2" CAL B&B EACH $600.00 $3,600.00 $1,800.00 $3,600.00 $10,200.00 $12,000.00 $600.00 $31,800.00 $31,800.00 53 $31,800.00
6 REMOVE SIGN POST EACH $50.00 $750.00 $500.00 $200.00 $300.00 $650.00 $50.00 $2,450.00 $2,450.00 49 $2,450.00
7 REMOVE SIGN PANEL EACH $50.00 $1,150.00 $800.00 $250.00 $400.00 $900.00 $150.00 $3,650.00 $3,650.00 73 $3,650.00
8 SALVAGE SIGN PANEL EACH $55.00 $550.00 $110.00 $55.00 $715.00 $715.00 13 $715.00
9 INSTALL SIGN PANEL EACH $110.00 $1,100.00 $220.00 $110.00 $1,430.00 $1,430.00 13 $1,430.00
10 REMOVE CURB AND GUTTER LIN FT $10.00 $11,700.00 $12,700.00 $14,350.00 $26,250.00 $27,100.00 $6,000.00 $98,100.00 $98,100.00 9810 $98,100.00
11 REMOVE BITUMINOUS STREET PAVEMENT SQ YD $10.00 $1,760.00 $1,850.00 $1,910.00 $1,260.00 $6,780.00 $6,780.00 678 $6,780.00
12 REMOVE BITUMINOUS DRIVEWAY/TRAIL PAVEMENT SQ YD $10.00 $190.00 $920.00 $300.00 $270.00 $320.00 $20.00 $2,020.00 $2,020.00 $1,220.00 324 $3,240.00
13 REMOVE CONCRETE WALK SQ YD $3.00 $2,685.00 $2,451.00 $1,326.00 $4,983.00 $5,067.00 $16,512.00 $16,512.00 5504 $16,512.00
14 REMOVE CONCRETE DRIVEWAY/ALLEY PAVEMENT SQ YD $12.00 $2,112.00 $1,476.00 $1,320.00 $3,588.00 $2,340.00 $1,260.00 $12,096.00 $12,096.00 1008 $12,096.00
15 REMOVE CONCRETE STEP EACH $45.00 $180.00 $270.00 $90.00 $315.00 $855.00 $855.00 19 $855.00
16 SALVAGE PAVERS SQ FT $10.00 $70.00 $640.00 $310.00 $1,120.00 $1,690.00 $3,830.00 $3,830.00 383 $3,830.00
17 SAWING CONCRETE PAVEMENT (FULL DEPTH)LIN FT $5.00 $520.00 $260.00 $260.00 $1,355.00 $955.00 $285.00 $3,635.00 $3,635.00 727 $3,635.00
18 SAWING BITUMINOUS PAVEMENT (FULL DEPTH)LIN FT $4.00 $1,232.00 $1,172.00 $620.00 $1,384.00 $1,900.00 $12.00 $6,320.00 $6,320.00 $80.00 1600 $6,400.00
19 REMOVE RETAINING WALL LIN FT $15.00 $1,500.00 $1,500.00 $1,500.00 $315.00 121 $1,815.00
20 SALVAGE & REINSTALL BOULDER WALL LIN FT $75.00 $3,075.00 $6,075.00 $9,150.00 $9,150.00 122 $9,150.00
21 SALVAGE & REINSTALL STONE RETAINING WALL LIN FT $100.00 $4,700.00 $4,700.00 $4,700.00 47 $4,700.00
22 SALVAGE & REINSTALL BLOCK RETAINING WALL LIN FT $150.00 $15,450.00 $2,700.00 $8,400.00 $3,900.00 $6,150.00 $36,600.00 $36,600.00 244 $36,600.00
23 TIMBER RETAINING WALL LIN FT $200.00 $4,400.00 $4,400.00 $4,400.00 22 $4,400.00
24 MODULAR BLOCK RETAINING WALL SQ FT $45.00 $17,550.00 $17,550.00 $17,550.00 390 $17,550.00
25 SALVAGE LIGHT POLE EACH $1,000.00 $2,000.00 $2,000.00 $2,000.00 2 $2,000.00
26 REMOVE LIGHT POLE FOUNDATION EACH $1,500.00 $3,000.00 $3,000.00 $3,000.00 2 $3,000.00
27 REMOVE HYDRANT EACH $750.00 $6,000.00 $6,000.00 8 $6,000.00
28 SALVAGE HYDRANT EACH $1,000.00 $1,000.00 $1,000.00 1 $1,000.00
29 REMOVE WATERMAIN LIN FT $12.00 $66,540.00 $66,540.00 5545 $66,540.00
30 REMOVE DRAINAGE STRUCTURE EACH $500.00 $8,000.00 $8,000.00 16 $8,000.00
31 REMOVE STORM SEWER PIPE LIN FT $15.00 $15,885.00 $15,885.00 1059 $15,885.00
32 REMOVE SANITARY SEWER PIPE LIN FT $10.00 $42,750.00 $42,750.00 4275 $42,750.00
33 REMOVE SANITARY MANHOLE EACH $750.00 $15,000.00 $15,000.00 20 $15,000.00
34 EXPLORATORY EXCAVATION HOUR $1,000.00 $40,000.00 $5,000.00 $20,000.00 $65,000.00 65 $65,000.00
35 COMMON EXCAVATION (P)CU YD $22.00 $68,618.00 $54,010.00 $54,010.00 $112,420.00 $101,794.00 $23,276.00 $414,128.00 $414,128.00 18824 $414,128.00
36 SUBGRADE EXCAVATION CU YD $30.00 $4,560.00 $4,110.00 $4,860.00 $9,390.00 $8,550.00 $1,860.00 $33,330.00 $33,330.00 1111 $33,330.00
37 RECLAIM BITUMINOUS SURFACE SQ YD $2.50 $6,130.00 $5,252.50 $6,375.00 $12,050.00 $11,510.00 $2,495.00 $43,812.50 $43,812.50 17525 $43,812.50
38 SELECT GRANULAR TRENCH BACKFILL TON $20.00 $8,000.00 $4,000.00 $8,000.00 $20,000.00 1000 $20,000.00
39 GEOTEXTILE FABRIC TYPE V SQ YD $1.50 $4,546.50 $4,099.50 $4,852.50 $9,363.00 $8,541.00 $1,839.00 $33,241.50 $33,241.50 22161 $33,241.50
40 STABILIZING AGGREGATE CU YD $50.00 $7,600.00 $6,850.00 $8,100.00 $15,650.00 $14,250.00 $3,100.00 $55,550.00 $55,550.00 1111 $55,550.00
41 SELECT GRANULAR BORROW TON $18.00 $33,156.00 $29,898.00 $35,388.00 $68,274.00 $62,280.00 $13,410.00 $242,406.00 $242,406.00 13467 $242,406.00
42 CLASS 5 AGGREGATE BASE TON $20.00 $24,680.00 $22,260.00 $26,340.00 $50,820.00 $46,360.00 $10,000.00 $180,460.00 $180,460.00 9023 $180,460.00
43 CLASS 2 AGGREGATE SURFACING (GRAVEL DRIVEWAY)TON $40.00 $400.00 $240.00 $640.00 $640.00 16 $640.00
44 BITUMINOUS WEARING COURSE (SPWEA240C)TON $90.00 $22,950.00 $27,810.00 $52,470.00 $50,040.00 $10,890.00 $164,160.00 $164,160.00 1824 $164,160.00
45 BITUMINOUS -NON-WEARING COURSE (SPNWB230C)TON $85.00 $21,675.00 $26,265.00 $49,555.00 $47,260.00 $10,285.00 $155,040.00 $155,040.00 1824 $155,040.00
46 BITUMINOUS WEARING COURSE (SPWEA340C)TON $92.00 $29,256.00 $2,116.00 $2,300.00 $1,564.00 $35,236.00 $35,236.00 383 $35,236.00
47 BITUMINOUS -NON-WEARING COURSE (SPNWB330C)TON $88.00 $27,984.00 $2,024.00 $2,200.00 $1,496.00 $33,704.00 $33,704.00 383 $33,704.00
48 BITUMINOUS MATERIAL FOR TACK COAT GAL $5.00 $660.00 $575.00 $640.00 $1,255.00 $1,185.00 $250.00 $4,565.00 $4,565.00 913 $4,565.00
49 3" BITUMINOUS DRIVEWAY/TRAIL SQ YD $30.00 $2,760.00 $900.00 $810.00 $960.00 $5,430.00 $5,430.00 $3,660.00 303 $9,090.00
50 JOINT ADHESIVE (MASTIC)LIN FT $1.00 $1,170.00 $1,270.00 $1,435.00 $2,625.00 $2,710.00 $590.00 $9,800.00 $9,800.00 9800 $9,800.00
51 6" PERF PVC UNDERDRAIN LIN FT $20.00 $13,000.00 $13,000.00 650 $13,000.00
52 6" PERF PVC UNDERDRAIN CLEANOUT EACH $400.00 $5,200.00 $5,200.00 13 $5,200.00
53 12" RC STORM PIPE EACH $50.00 $2,250.00 $2,250.00 $4,250.00 130 $6,500.00
54 15" RC STORM PIPE LIN FT $65.00 $57,720.00 $57,720.00 888 $57,720.00
Total
Quantity Total CostItem No.Item Unit Unit PriceNotes
Estimated Costs
Reconstruction Area
1/10/2023, 9:04 AM
Engineer's Estimate
Bolton & Menk, Inc.Page 1 of 5
ENGINEER'S ESTIMATE
2023 STREET & UTILITY IMPROVEMENTS
CITY PROJECT NO. 2022-010
CITY OF HOPKINS, MN
BMI PROJECT NO. 0T1.127595 Date:1/10/2023
12th Ave N 14th Ave N -
South Block
14th Ave N -
North Block 15th Ave N 16th Ave N 2nd St N Existing Sidewalk New Sidewalk Recon Street
Total Sanitary Storm Water Reconstruction
Total
City-Wide CIPP
Lining
Regional Trail
Storm Sewer
Total
Quantity Total CostItem No.Item Unit Unit PriceNotes
Estimated Costs
Reconstruction Area
55 24" RC STORM PIPE LIN FT $95.00 $54,150.00 $54,150.00 570 $54,150.00
56 8" FLARED END SECTION W/ TRASH GUARD LIN FT $1,300.00 $1,300.00 1 $1,300.00
57 12" FLARED END SECTION W/ TRASH GUARD EACH $1,300.00 $1,300.00 1 $1,300.00
58 8" PVC/HDPE STM PIPE LIN FT $65.00 $5,655.00 87 $5,655.00
59 8" PVC DR18/HDPE DR11 (DIRECTIONALLY DRILLED)LIN FT $175.00 $20,300.00 116 $20,300.00
60 STORM MANHOLE (48-4020)EACH $4,000.00 $40,000.00 $40,000.00 $4,000.00 11 $44,000.00
61 STORM CATCH BASIN MANHOLE (48-4022)EACH $4,000.00 $20,000.00 $20,000.00 5 $20,000.00
62 2'X3' STORM CATCH BASIN EACH $2,000.00 $20,000.00 $20,000.00 10 $20,000.00
63 R-1733 STORM SEWER MANHOLE CASTING (SPECIAL)EACH $1,200.00 $13,200.00 $13,200.00 $1,200.00 12 $14,400.00
64 R-3067-V STORM SEWER CATCH BASIN CASTING EACH $1,000.00 $19,000.00 $19,000.00 19 $19,000.00
65 R-3067-C STORM SEWER CATCH BASIN CASTING EACH $1,000.00 $4,000.00 $4,000.00 4 $4,000.00
66 CONNECT TO EXISTING STORM PIPE EACH $1,500.00 $16,500.00 $16,500.00 11 $16,500.00
67 CONNECT TO EXISTING DRAINAGE STRUCTURE EACH $2,000.00 $16,000.00 $16,000.00 8 $16,000.00
68 8" PVC SDR 35 SANITARY SEWER PIPE LIN FT $65.00 $251,810.00 $251,810.00 3874 $251,810.00
69 10" PVC SDR 35 SANITARY SEWER PIPE LIN FT $75.00 $30,075.00 $30,075.00 401 $30,075.00
70 SANITARY SPOT REPAIR EACH $5,000.00 $20,000.00 $20,000.00 4 $20,000.00
71 COARSE AGGREGATE BEDDING (TYPE B)LIN FT $15.00 $30,000.00 $30,000.00 2000 $30,000.00
72 8" CIPP LINING LIN FT $40.00 $33,840.00 $33,840.00 $53,400.00 2181 $87,240.00
73 10" CIPP LINING LIN FT $45.00 $14,850.00 $14,850.00 330 $14,850.00
74 TRIM PROTRUDING TAP EACH $500.00 $500.00 $500.00 $500.00 2 $1,000.00
75 SEAL SANITARY MANHOLE EACH $2,500.00 $5,000.00 $5,000.00 $17,500.00 9 $22,500.00
76 6" PVC SDR 26 SANITARY SEWER SERVICE PIPE LIN FT $50.00 $194,350.00 $194,350.00 3887 $194,350.00
77 6" PVC SDR 26 SANITARY SEWER SERVICE PIPE RISER LIN FT $50.00 $17,300.00 $17,300.00 346 $17,300.00
78 8" X 6" SDR 26 PVC SERVICE WYE EACH $650.00 $72,150.00 $72,150.00 111 $72,150.00
79 10"X6" SDR 26 PVC SERVICE WYE EACH $800.00 $12,800.00 $12,800.00 16 $12,800.00
80 R-1733 SANITARY CASTING (SPECIAL)EACH $1,500.00 $34,500.00 $34,500.00 23 $34,500.00
81 SANITARY MANHOLE LIN FT $450.00 $114,210.00 $114,210.00 254 $114,210.00
82 RECONNECT SANITARY SEWER SERVICE EACH $500.00 $64,500.00 $64,500.00 129 $64,500.00
83 CONNECT TO EXISTING SANITARY SEWER PIPE EACH $2,000.00 $46,000.00 $46,000.00 23 $46,000.00
84 CONNECT TO EXISTING SANITARY STRUCTURE EACH $3,500.00 $3,500.00 $3,500.00 1 $3,500.00
85 HYDRANT EACH $6,000.00 $48,000.00 $48,000.00 8 $48,000.00
86 HYDRANT EXTENSION EACH $2,000.00 $8,000.00 $8,000.00 4 $8,000.00
87 REINSTALL SALVAGED HYDRANT EACH $3,000.00 $3,000.00 $3,000.00 1 $3,000.00
88 INSTALL SAMPLING STATION EACH $1,000.00 $1,000.00 $1,000.00 1 $1,000.00
89 DUCTILE IRON FITTINGS POUND $12.00 $50,400.00 $50,400.00 4200 $50,400.00
90 6" GATE VALVE & BOX EACH $2,500.00 $40,000.00 $40,000.00 16 $40,000.00
91 8" GATE VALVE & BOX EACH $3,000.00 $72,000.00 $72,000.00 24 $72,000.00
92 12" BUTTERFLY VALVE & BOX EACH $4,500.00 $18,000.00 $18,000.00 4 $18,000.00
93 6" DIP WATERMAIN LIN FT $70.00 $21,700.00 $21,700.00 310 $21,700.00
94 8" DIP WATERMAIN LIN FT $75.00 $387,975.00 $387,975.00 5173 $387,975.00
95 12" DIP WATERMAIN LIN FT $100.00 $6,200.00 $6,200.00 62 $6,200.00
96 1" TYPE K COPPER SERVICE PIPE LIN FT $55.00 $179,300.00 $179,300.00 3260 $179,300.00
97 1" CURB STOP & BOX EACH $500.00 $55,500.00 $55,500.00 111 $55,500.00
98 1" CORPORATION STOP EACH $500.00 $55,500.00 $55,500.00 111 $55,500.00
99 GROUNDING ANODE EACH $100.00 $11,100.00 $11,100.00 111 $11,100.00
100 TRACER WIRE ACCESS BOX (NON ROADWAY)EACH $150.00 $16,650.00 $16,650.00 111 $16,650.00
101 TRACER WIRE TEST STATION (HYDRANT)EACH $175.00 $1,575.00 $1,575.00 9 $1,575.00
102 FORD TYPE A-1 CURB BOX COVER EACH $200.00 $600.00 $6,600.00 $7,200.00 36 $7,200.00
103 RECONNECT WATER SERVICE EACH $500.00 $57,500.00 $57,500.00 115 $57,500.00
104 CONNECT TO EXISTING WATERMAIN EACH $1,200.00 $25,200.00 $25,200.00 21 $25,200.00
105 TEMPORARY WATER SERVICE EACH $500.00 $58,000.00 $58,000.00 116 $58,000.00
106 TEMPORARY WATER SERVICE (SPECIAL)LUMP SUM $10,000.00 $10,000.00 $10,000.00 1 $10,000.00
1/10/2023, 9:04 AM
Engineer's Estimate
Bolton & Menk, Inc.Page 2 of 5
ENGINEER'S ESTIMATE
2023 STREET & UTILITY IMPROVEMENTS
CITY PROJECT NO. 2022-010
CITY OF HOPKINS, MN
BMI PROJECT NO. 0T1.127595 Date:1/10/2023
12th Ave N 14th Ave N -
South Block
14th Ave N -
North Block 15th Ave N 16th Ave N 2nd St N Existing Sidewalk New Sidewalk Recon Street
Total Sanitary Storm Water Reconstruction
Total
City-Wide CIPP
Lining
Regional Trail
Storm Sewer
Total
Quantity Total CostItem No.Item Unit Unit PriceNotes
Estimated Costs
Reconstruction Area
107 ADJUST GATE VALVE & BOX EACH $500.00 $1,500.00 $1,500.00 3 $1,500.00
108 ADJUST CASTING EACH $500.00 $1,000.00 $4,000.00 $5,000.00 10 $5,000.00
109 4" CONCRETE WALK SQ FT $7.00 $328,118.00 $38,003.00 $366,121.00 $366,121.00 52303 $366,121.00
110 CONCRETE STEP EACH $350.00 $1,400.00 $2,100.00 $700.00 $2,450.00 $6,650.00 $6,650.00 19 $6,650.00
111 CONCRETE CURB & GUTTER DESIGN B618 LIN FT $22.00 $215,820.00 $215,820.00 9810 $215,820.00
112 6" CONCRETE WALK (PEDESTRIAN RAMPS)SQ YD $140.00 $4,200.00 $14,000.00 $12,600.00 $12,600.00 $43,400.00 $43,400.00 310 $43,400.00
113 6" CONCRETE DRIVEWAY SQ YD $75.00 $1,425.00 $9,075.00 $19,425.00 $8,700.00 $3,300.00 $41,925.00 $41,925.00 559 $41,925.00
114 8" CONCRETE DRIVEWAY/ALLEY SQ YD $85.00 $15,300.00 $10,625.00 $10,200.00 $7,055.00 $6,970.00 $50,150.00 $50,150.00 590 $50,150.00
115 TRUNCATED DOMES SQ FT $60.00 $2,880.00 $6,240.00 $9,360.00 $6,480.00 $24,960.00 $24,960.00 416 $24,960.00
116 INSTALL PAVERS SQ FT $20.00 $140.00 $1,280.00 $620.00 $2,240.00 $3,380.00 $7,660.00 $7,660.00 383 $7,660.00
117 CHANGEABLE MESSAGE BOARDS UNIT DAY $155.00 $1,472.50 $1,472.50 $1,472.50 $1,472.50 $5,890.00 $5,890.00 38 $5,890.00
118 TRAFFIC CONTROL LUMP SUM $75,000.00 $3,750.00 $3,750.00 $3,750.00 $7,500.00 $7,500.00 $1,500.00 $3,750.00 $750.00 $32,250.00 $15,000.00 $7,500.00 $18,750.00 $73,500.00 $750.00 $750.00 1.00 $75,000.00
119 TRAFFIC SIGN POST (FOUNDATION)EACH $350.00 $1,400.00 $1,050.00 $700.00 $2,100.00 $2,450.00 $350.00 $8,050.00 $8,050.00 23 $8,050.00
120 TRAFFIC SIGN POST (U-CHANNEL)EACH $85.00 $935.00 $595.00 $170.00 $425.00 $2,125.00 $2,125.00 25 $2,125.00
121 SIGN PANEL (TYPE C)EACH $25.00 $1,118.75 $637.50 $550.00 $625.00 $1,237.50 $156.25 $4,325.00 $4,325.00 173 $4,325.00
122 SIGN PANEL (TYPE D)EACH $27.00 $283.50 $283.50 $567.00 $850.50 $283.50 $2,268.00 $2,268.00 84 $2,268.00
123 RIGID PVC LOOP DETECTOR - 6'X6'EACH $2,400.00 $4,800.00 $4,800.00 $9,600.00 $9,600.00 4 $9,600.00
124 LIGHT POLE FOUNDATION EACH $1,250.00 $2,500.00 $2,500.00 $2,500.00 2 $2,500.00
125 REINSTALL LIGHT POLE EACH $1,000.00 $2,000.00 $2,000.00 $2,000.00 2 $2,000.00
126 1.5" NON-METALLIC LIGHTING CONDUIT LIN FT $10.00 $1,350.00 $1,350.00 $1,350.00 135 $1,350.00
127 3-1/C#4 LIGHTING WIRE LIN FT $6.00 $870.00 $870.00 $870.00 145 $870.00
128 LIGHTING GROUND WIRE LIN FT $4.00 $580.00 $580.00 $580.00 145 $580.00
129 LED LIGHTING FIXTURE EACH $2,000.00 $4,000.00 $4,000.00 $4,000.00 2 $4,000.00
130 STREET SWEEPER WITH OPERATOR HOUR $150.00 $3,000.00 $3,000.00 $3,000.00 $3,000.00 $3,000.00 $1,500.00 $16,500.00 $16,500.00 110 $16,500.00
131 STABILIZED CONSTRUCTION EXIT EACH $1,200.00 $1,200.00 $1,200.00 $1,200.00 $1,200.00 $4,800.00 $4,800.00 4 $4,800.00
132 STORM DRAIN INLET PROTECTION EACH $200.00 $8,400.00 $8,400.00 42 $8,400.00
133 TOPSOIL BORROW (SPECIAL)CU YD $40.00 $4,240.00 $3,760.00 $4,920.00 $12,200.00 $18,520.00 $1,760.00 $3,720.00 $49,120.00 $49,120.00 $4,600.00 1343 $53,720.00
134 HYDROMULCH & SEED MIX 25-151 SQ YD $3.00 $4,218.00 $4,218.00 $4,218.00 $3,090.00 2436 $7,308.00
135 EROSION CONTROL BLANKET & SEED MIX 25-151 SQ YD $10.00 $8,340.00 $8,340.00 $8,340.00 $3,900.00 1224 $12,240.00
136 SILT FENCE - MACHINE SLICED LIN FT $5.00 $1,670.00 $980.00 $3,415.00 $6,065.00 $6,065.00 $570.00 1327 $6,635.00
137 SEDIMENT CONTROL LOG (BIOROLL)LIN FT $4.00 $400.00 $400.00 $400.00 $800.00 300 $1,200.00
138 RIPRAP CL. 2 CU YD $75.00 $450.00 6 $450.00
139 SODDING, TYPE LAWN SQ YD $8.00 $7,664.00 $6,760.00 $8,960.00 $22,136.00 $22,432.00 $3,176.00 $71,128.00 $71,128.00 8891 $71,128.00
140 LANDSCAPE ALLOWANCE LUMP SUM $100,000.00 $5,000.00 $5,000.00 $5,000.00 $10,000.00 $10,000.00 $2,000.00 $5,000.00 $1,000.00 $43,000.00 $20,000.00 $10,000.00 $25,000.00 $98,000.00 $1,000.00 $1,000.00 1.00 $100,000.00
141 4" SOLID WHITE - MULTI COMPONET LIQUID LIN FT $6.00 $570.00 $570.00 $570.00 95.00 $570.00
142 CROSSWALK - THERMOPLASTIC SQ FT $15.00 $5,940.00 $4,050.00 $2,700.00 $6,750.00 $4,050.00 $23,490.00 $23,490.00 1566 $23,490.00
ESTIMATED BASE BID SUBTOTAL:$344,698.25 $287,517.50 $312,116.50 $650,972.50 $589,252.50 $115,847.75 $351,868.00 $58,628.00 $2,710,901.00 $1,147,135.00 $590,225.00 $1,354,990.00 $5,803,251.00 $76,150.00 $61,440.00 $5,940,841.00
5% CONTINGENCY:$17,234.91 $14,375.88 $15,605.83 $32,548.63 $29,462.63 $5,792.39 $17,593.40 $2,931.40 $135,545.05 $57,356.75 $29,511.25 $67,749.50 $290,162.55 $3,807.50 $3,072.00 $297,042.05
ESTIMATED BASE BID CONSTRUCTION COST:$361,933.16 $301,893.38 $327,722.33 $683,521.13 $618,715.13 $121,640.14 $369,461.40 $61,559.40 $2,846,446.05 $1,204,491.75 $619,736.25 $1,422,739.50 $6,093,413.55 $79,957.50 $64,512.00 $6,237,883.05
20% DESIGN, ADMINISTRATION AND CONSTRUCTION ENGINEERING:$72,386.63 $60,378.68 $65,544.47 $136,704.23 $123,743.03 $24,328.03 $73,892.28 $12,311.88 $569,289.21 $240,898.35 $123,947.25 $284,547.90 $1,218,682.71 $15,991.50 $12,902.40 $1,247,576.61
TOTAL ESTIMATED BASE BID COST:$434,319.80 $362,272.05 $393,266.79 $820,225.35 $742,458.15 $145,968.17 $443,353.68 $73,871.28 $3,415,735.26 $1,445,390.10 $743,683.50 $1,707,287.40 $7,312,096.26 $95,949.00 $77,414.40 $7,485,459.66
ADD ALTERNATES
A.1 MOBILIZATION LUMP SUM $10,000.00 1 $10,000.00
A.2 REMOVE CURB AND GUTTER LIN FT $10.00 269 $2,690.00
A.3 REMOVE BITUMINOUS STREET PAVEMENT SQ YD $10.00 788 $7,880.00
A.4 REMOVE CONCRETE WALK SQ FT $1.00 2123 $2,123.00
A.5 SAWING CONCRETE PAVEMENT (FULL DEPTH)LIN FT $5.00 410 $2,050.00
A.6 SAWING BITUMINOUS PAVEMENT (FULL DEPTH)LIN FT $4.00 386 $1,544.00
A.7 REMOVE SIGN POST EACH $50.00 2 $100.00
A.8 SALVAGE SIGN PANEL EACH $55.00 2 $110.00
A.9 REINSTALL SIGN PANEL EACH $110.00 2 $220.00
A.10 TRAFFIC SIGN POST (U-CHANNEL)EACH $70.00 2 $140.00
A.11 REMOVE CONCRETE PARKING STOP EACH $100.00 9 $900.00
1/10/2023, 9:04 AM
Engineer's Estimate
Bolton & Menk, Inc.Page 3 of 5
ENGINEER'S ESTIMATE
2023 STREET & UTILITY IMPROVEMENTS
CITY PROJECT NO. 2022-010
CITY OF HOPKINS, MN
BMI PROJECT NO. 0T1.127595 Date:1/10/2023
12th Ave N 14th Ave N -
South Block
14th Ave N -
North Block 15th Ave N 16th Ave N 2nd St N Existing Sidewalk New Sidewalk Recon Street
Total Sanitary Storm Water Reconstruction
Total
City-Wide CIPP
Lining
Regional Trail
Storm Sewer
Total
Quantity Total CostItem No.Item Unit Unit PriceNotes
Estimated Costs
Reconstruction Area
A.12 REMOVE DRAINAGE STRUCTURE EACH $500.00 2 $1,000.00
A.13 REMOVE STORM SEWER PIPE LIN FT $15.00 61 $915.00
A.14 REMOVE SANITARY SEWER PIPE LIN FT $15.00 25 $375.00
A.15 REMOVE SANITARY MANHOLE EACH $750.00 1 $750.00
A.16 EXPLORATORY EXCAVATION HOUR $1,000.00 5 $5,000.00
A.17 COMMON EXCAVATION (P)CU YD $22.00 263 $5,786.00
A.18 SUBGRADE EXCAVATION CU YD $30.00 79 $2,370.00
A.19 STABILIZING AGGREGATE CU YD $50.00 79 $3,950.00
A.20 CLASS 5 AGGREGATE BASE TON $20.00 321 $6,420.00
A.21 BITUMINOUS WEARING COURSE (SPWEA340C)TON $92.00 469 $43,148.00
A.22 BITUMINOUS -NON-WEARING COURSE (SPNWB330C)TON $88.00 95 $8,360.00
A.23 BITUMINOUS MATERIAL FOR TACK COAT GAL $5.00 324 $1,620.00
A.24 2" BITUMINOUS STREET PATCH SQ YD $25.00 410 $10,250.00
A.25 MILL BITUMINOUS SURFACE (1.5")SQ YD $2.00 2911 $5,822.00
A.26 MILL BITUMINOUS SURFACE (2")SQ YD $2.00 1173 $2,346.00
A.27 JOINT ADHESIVE (MASTIC)LIN FT $1.00 1950 $1,950.00
A.28 12" RC STORM PIPE LIN FT $65.00 19 $1,235.00
A.29 STORM MANHOLE (72-4020)EACH $6,000.00 1 $6,000.00
A.30 R-1733 STORM SEWER MANHOLE CASTING (SPECIAL)EACH $1,200.00 1 $1,200.00
A.31 MONOFORM MANHOLE REHABILITATION (STORM)LIN FT $650.00 11.2 $7,280.00
A.32 INVERT REPAIR EACH $5,000.00 1 $5,000.00
A.33 ADJUST CASTING EACH $750.00 2 $1,500.00
A.34 CONNECT TO EXISTING STORM PIPE EACH $1,500.00 5 $7,500.00
A.35 CONNECT TO EXISTING STORM STRUCTURE EACH $2,000.00 2 $4,000.00
A.36 R-1733 SANITARY CASTING (SPECIAL)EACH $1,500.00 2 $3,000.00
A.37 8" PVC SDR 35 SANITARY SEWER PIPE LIN FT $65.00 25 $1,625.00
A.38 CONNECT TO EXISTING SANITARY SEWER PIPE EACH $2,000.00 2 $4,000.00
A.39 SANITARY MANHOLE LIN FT $450.00 8.8 $3,960.00
A.40 ADJUST GATE VALVE & BOX EACH $500.00 3 $1,500.00
A.41 4" CONCRETE WALK SQ FT $7.00 1680 $11,760.00
A.42 CONCRETE CURB & GUTTER DESIGN B618 LIN FT $30.00 281 $8,430.00
A.43 6" CONCRETE WALK (PEDESTRIAN RAMPS)SQ YD $140.00 57 $7,980.00
A.44 TRUNCATED DOMES SQ FT $60.00 60 $3,600.00
A.45 TRAFFIC CONTROL LUMP SUM $10,000.00 1 $10,000.00
A.46 STREET SWEEPER WITH OPERATOR HOUR $150.00 16 $2,400.00
A.47 STORM DRAIN INLET PROTECTION EACH $200.00 10 $2,000.00
A.48 4" SOLID WHITE - MULTI COMPONET LIQUID LIN FT $1.50 300 $450.00
A.49 4" BROKEN YELLOW - MULTI COMPONET LIQUID LIN FT $0.75 200 $150.00
A.50 CROSSWALK - THERMOPLASTIC SQ FT $15.00 486 $7,290.00
ESTIMATED ADD ALTERNATE SUBTOTAL:$229,679.00
5% CONTINGENCY:$11,483.95
ESTIMATED ADD ALTERNATE CONSTRUCTION COST:$241,162.95
20% DESIGN, ADMINISTRATION AND CONSTRUCTION ENGINEERING:$48,232.59
TOTAL ESTIMATED ADD ALTERNATE COST:$289,395.54
B.1 MOBILIZATION LUMP SUM $10,000.00 1 $10,000.00
B.2 REMOVE CURB AND GUTTER LIN FT $10.00 90 $900.00
B.3 REMOVE CONCRETE WALK SQ FT $1.00 665 $665.00
B.4 SAWING CONCRETE PAVEMENT (FULL DEPTH)LIN FT $5.00 60 $300.00
B.5 MILL BITUMINOUS SURFACE (1.5")SQ YD $2.00 1698 $3,396.00
B.6 2" BITUMINOUS STREET PATCH SQ YD $25.00 170 $4,250.00
B.7 BITUMINOUS WEARING COURSE (SPWEA340C)TON $92.00 154 $14,168.00
B.8 BITUMINOUS MATERIAL FOR TACK COAT GAL $5.00 119 $595.00
B.9 JOINT ADHESIVE (MASTIC)LIN FT $1.00 960 $960.00
1/10/2023, 9:04 AM
Engineer's Estimate
Bolton & Menk, Inc.Page 4 of 5
ENGINEER'S ESTIMATE
2023 STREET & UTILITY IMPROVEMENTS
CITY PROJECT NO. 2022-010
CITY OF HOPKINS, MN
BMI PROJECT NO. 0T1.127595 Date:1/10/2023
12th Ave N 14th Ave N -
South Block
14th Ave N -
North Block 15th Ave N 16th Ave N 2nd St N Existing Sidewalk New Sidewalk Recon Street
Total Sanitary Storm Water Reconstruction
Total
City-Wide CIPP
Lining
Regional Trail
Storm Sewer
Total
Quantity Total CostItem No.Item Unit Unit PriceNotes
Estimated Costs
Reconstruction Area
B.10 R-1733 SANITARY CASTING (SPECIAL)EACH $1,500.00 1 $1,500.00
B.11 4" CONCRETE WALK SQ FT $7.00 485 $3,395.00
B.12 CONCRETE CURB & GUTTER DESIGN B618 LIN FT $30.00 90 $2,700.00
B.13 8" CONCRETE DRIVEWAY/ALLEY SQ YD $85.00 20 $1,700.00
B.14 TRAFFIC CONTROL LUMP SUM $5,000.00 1 $5,000.00
B.15 STREET SWEEPER WITH OPERATOR HOUR $150.00 10 $1,500.00
B.16 STORM DRAIN INLET PROTECTION EACH $200.00 3 $600.00
B.17 TOPSOIL BORROW (SPECIAL)CU YD $40.00 16 $640.00
B.18 HYDROMULCH & SEED MIX 25-151 SQ YD $3.00 150 $450.00
B.19 LANDSCAPE ALLOWANCE LUMP SUM $5,000.00 1 $5,000.00
B.20 4" BROKEN YELLOW - MULTI COMPONET LIQUID LIN FT $0.75 100 $75.00
ESTIMATED ADD ALTERNATE SUBTOTAL:$57,794.00
5% CONTINGENCY:$2,889.70
ESTIMATED ADD ALTERNATE CONSTRUCTION COST:$60,683.70
20% DESIGN, ADMINISTRATION AND CONSTRUCTION ENGINEERING:$12,136.74
TOTAL ESTIMATED ADD ALTERNATE COST:$72,820.44
C.1 MOBILIZATION LUMP SUM $10,000.00 1 $10,000.00
C.2 REMOVE CURB AND GUTTER LIN FT $10.00 248 $2,480.00
C.3 REMOVE CONCRETE WALK SQ FT $1.00 1741 $1,741.00
C.4 SAWING CONCRETE PAVEMENT (FULL DEPTH)LIN FT $5.00 174 $870.00
C.5 BITUMINOUS WEARING COURSE (SPWEA340C)TON $92.00 474 $43,608.00
C.6 BITUMINOUS MATERIAL FOR TACK COAT GAL $5.00 366 $1,830.00
C.7 2" BITUMINOUS STREET PATCH SQ YD $25.00 523 $13,075.00
C.8 MILL BITUMINOUS SURFACE (1.5")SQ YD $2.00 5226 $10,452.00
C.9 JOINT ADHESIVE (MASTIC)LIN FT $1.00 2483 $2,483.00
C.10 R-1733 SANITARY CASTING (SPECIAL)EACH $1,500.00 2 $3,000.00
C.11 4" CONCRETE WALK SQ FT $7.00 1201 $8,407.00
C.12 CONCRETE CURB & GUTTER DESIGN B618 LIN FT $30.00 248 $7,440.00
C.13 8" CONCRETE DRIVEWAY/ALLEY SQ YD $85.00 60 $5,100.00
C.14 TRAFFIC CONTROL LUMP SUM $5,000.00 1 $5,000.00
C.15 STREET SWEEPER WITH OPERATOR HOUR $150.00 8 $1,200.00
C.16 STORM DRAIN INLET PROTECTION EACH $200.00 15 $3,000.00
C.17 TOPSOIL BORROW (SPECIAL)CU YD $40.00 16 $640.00
C.18 HYDROMULCH & SEED MIX 25-151 SQ YD $3.00 150 $450.00
C.19 LANDSCAPE ALLOWANCE LUMP SUM $5,000.00 1 $5,000.00
C.20 HANDICAP SYMBOL (GR IN) - THERMOPLASTIC EACH $750.00 1 $750.00
C.21 4" SOLID WHITE - MULTI COMPONET LIQUID LIN FT $1.50 55 $82.50
C.22 4" BROKEN YELLOW - MULTI COMPONET LIQUID LIN FT $0.75 120 $90.00
C.23 4" SOLID YELLOW - MULTI COMPONET LIQUID LIN FT $1.00 165 $165.00
C.24 CROSSWALK - THERMOPLASTIC SQ FT $15.00 360 $5,400.00
ESTIMATED ADD ALTERNATE SUBTOTAL:$132,263.50
5% CONTINGENCY:$6,613.18
ESTIMATED ADD ALTERNATE CONSTRUCTION COST:$138,876.68
20% DESIGN, ADMINISTRATION AND CONSTRUCTION ENGINEERING:$27,775.34
TOTAL ESTIMATED ADD ALTERNATE COST:$166,652.01
ESTIMATED PROJECT SUBTOTAL (BASE + ADD ALTERNATES):$6,360,577.50
5% CONTINGENCY:$318,028.88
TOTAL ESTIMATED CONSTRUCTION COST:$6,678,606.38
20% DESIGN, ADMINISTRATION AND CONSTRUCTION ENGINEERING:$1,335,721.28
TOTAL ESTIMATED PROJECT COST:$8,014,327.65
1/10/2023, 9:04 AM
Engineer's Estimate
Bolton & Menk, Inc.Page 5 of 5
5715 54 65 45 31 21 444743 35 19 3 38 46 41 60775024 9 31 27 40 50 37 2239 28 62 53 49 5 309 MAINSTREET
6TH AVENUE S.7TH AVENUE S.1ST STREET S.8TH AVENUE S.9TH AVENUE N.10TH AVENUE N.11TH AVENUE S.12TH AVENUE S.1ST ST N
2ND STREET N.
EXCELSI
O
R
B
L
V
D14TH AVENUE N.17TH AVENUE N.18TH AVENUE N.16TH AVENUE N.15TH AVENUE N.2ND STREET N.
MAINSTREET 12TH AVENUE N.10TH AVENUE S.9TH AVENUE S.1ST STREET S.
3RD STREET N.13TH AVENUE N.G0.01
TITLE SHEET
FEETSCALE
0 300 600
HORZ.
R
2023 STREET & UTILITY IMPROVEMENTS
CITY PROJECT NO. 2022-010
BMI PROJECT NO. 0T1.127595
CONSTRUCTION DRAWINGS FOR
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.
LIC. NO. 53639 DATE:1/17/2023
NICHOLAS J. AMATUCCIO, P.E.
REVIEWED & APPROVED BY:
DATE:
ERIC KLINGBEIL, P.E.
HOPKINS CITY ENGINEER
UTILITIES
CENTERPOINT ENERGY
JOSH GOETZ
LUMEN
TERRA TECHNOLOGIES, LLC
RJ ALLISON
612-388-1284
COMCAST
BRIAN HOVE
612-834-7064
XCEL ENERGY
DANIEL GOLDMAN
CITY OF HOPKINS
PUBLIC WORKS
11100 EXCELSIOR BOULEVARD
HOPKINS, MN 55343
CITY ENGINEER
ERIC KLINGBEIL, P.E.
INTERIM PUBLIC WORKS DIRECTOR
CHUCK AUTIO
STREETS & PARKS SUPERVISOR
DUSTIN PAVEK
UTILITIES SUPERVISOR
SEAN MOILANEN
CONSULTING ENGINEER
BOLTON & MENK, INC.
12224 NICOLLET AVENUE
BURNSVILLE, MN 55337
RESOURCE LIST
SHEET NUMBER SHEET TITLE
GENERAL
G0.01 - G0.03 TITLE SHEET, LEGEND, GENERAL NOTES
G1.01 - G1.04 STATEMENT OF ESTIMATED QUANTITIES & TABLES
CIVIL
C0.01 - C0.05 EXISTING CONDITIONS & REMOVALS
C0.06 - C0.10 EXISTING CONDITIONS & REMOVALS - ADD ALTERNATES
C1.01 PHASING & STAGING PLAN
C1.02 MAINSTREET DETOUR PLAN
C1.03 - C1.05 TYPICAL SECTIONS
C1.06 - C1.14 CONSTRUCTION DETAILS
C1.15 - C1.18 TEMPORARY WATER PLAN
C2.01- C2.08 STORMWATER POLLUTION PREVENTION PLAN
C4.01 - C4.09 SANITARY & WATERMAIN PLAN & PROFILE
C4.10 - C4.14 CITY WIDE SANITARY SEWER LINING
C5.01 - C5.06 STORM PLAN & PROFILE
C5.07 13TH/14TH ALLEY STORM PLAN & PROFILE
C6.01 - C6.08 STREET PLAN & PROFILE
C6.09 1ST STREET N. SIDEWALK
C6.10 - C6.19 INTERSECTION DETAILS
C6.20 - C6.24 CONSTRUCTION PLAN - ADD ALTERNATES
C7.01 - C7.05 SIGNING AND STRIPING PLAN
C9.01 - C9.18 CROSS SECTIONS
THIS PLAN SET CONTAINS 111 SHEETS.
SHEET
Bolton & Menk, Inc. 2023, All Rights ReservedcH:\HOPK\0T1127595\CAD\C3D\127595G001.dwg 1/10/2023 9:53:17 AMDESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
R
HOPKINS, MINNESOTA
2023 STREET & UTILITY IMPROVEMENTS
0T.127595
ALTERNATE B
ALTERNATE A
ALTERNATE C