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Carol Latham
4
12/10/2004 9:45 AM
CITY OF HASTINGS
COUNCIL MEETING
..; .;;:,. <;:,
Monday, April 4, 2005
7:00 P.M.
I. CALL TO ORDER:
II. ROLL CALL:
III. DETERMINATION OF QUORUM:
IV. APPROVAL OF MINUTES:
Approve Minutes of the Regular City Council Meeting on March 21,.2005
V. COUNCIL ITEMS TO BE CONSIDERED:
VI. CONSENT AGENDA:
The items on the Consent Agenda are to be acted upon by the City Council in a single motion. There will be no
discussion of these items unless a Councilmember or citizen so requests, in which event the items will be
removed from the Consent Agenda to the appropriate department for discussion.
1. Pay Bills As Audited
2. Proclamation-VFW Recognition of Service: Ann Grot john, Ed A. Callahan, and Hastings
Ford, Lincoln, Dodge & Chrysler
3. Approve the 2005 Edition of Contractors Handbook
4. Resolution-CRT Waste
5. Resolution-Support for Public Dock Permit
6. Resolution-Approve Raffle Permit for the Stelutec Foundation on July 3, 2005
7. Reappoint Mike Brown to NRRC
8. Approve Budget Adjustment-Hastings Family Aquatic Center & Fire Department
9. Approve Accounts Receivable Write-Offs
10. Resolution-Approve Liquor License Amendment and Dance Permit: Papa
Charrito's
11. Authorize Purchase of Sanitary Sewer Service Televising Equipment
12. Authorize Use of Consultant to Prepare Salt Shed Plans and Specifications
13. Pay Estimate #7-project 2004-1 Westwood Reconstruction: Three Rivers
Construction ($17,602.08)
14. Pay Estimate #13-Project 2003-2 Riverwood South Oaks: Contractor's Edge
($38,506.45)
VII. AWARDING OF CONTRACTS & PUBLIC HEARING:
1. Public Hearing-Increase of 2005/2006 On-Sale Liquor License Fees
2. Public Hearing-2005 Street & Utility Reconstruction Program
. Project 2005-1-Dakota Hills
. Project 2005-2-Zweber Lane
3. Public Hearing-Ordinance Amendment #2005-18: DC Zoning District
Uses
4. Public Hearing-Shoreland Ordinance Amendment #2005-17: Downtown
Hastings
VIII. REPORTS FROM CITY STAFF:
A. Public Works
1. Resolutions Ordering Public Improvements
a. Project 2005-1-Dakota Hills
b. Project 2005-2-Zweber Lane
2. Easement Fencing and Landscaping Policy
B. Planning
1. Second Reading/Ordinance Amendment-Ordinance Amendment
#2005-18: DC Zoning District Uses
2. Second Reading/Ordinance Amendment-Shoreland Ordinance
Amendment #2005-17: Downtown Hastings
3. Resolution-Preliminary Plat/Site Plan/SUP #2005-07: Three
Rivers Place, Phase 1 at Block 2 Downtown
4. Variance #2005-16: Architectural Standards at Hastings Ford
(3625 Vermillion Street)
c. Administration
1. Resolution-Increase of 2005/2006 On-Sale Liquor License Fees
IX. COMMENTS FROM AUDIENCE:
X. UNFINISHED BUSINESS:
XI. NEW BUSINESS:
XII. REPORTS FROM CITY COMMITTEES, OFFICERS, COUNCILMEMBERS:
XIII. ADJOURNMENT:
Next City Council Meeting on Monday, April 18, 2005
Hastings, Minnesota
City Council Minutes
March 7, 2005
"
The City Council of the City of Hastings, Minnesota met in a regular meeting on
Monday, March 21, 2005 at 7:00 p.m., in the City Hall Council Chambers at Hastings City
Hall, 101 East 4th Street, Hastings, Minnesota.
Members Present:
Mayor Werner, Councilmembers Alongi, Hazlet, Hicks,
Moratzka, Riveness
Councilmember Schultz
Assistant City Administrator Melanie Mesko Lee, Associate
Planner Kris Jenson
Members Absent:
Staff Members Present:
Approval of Minutes
Mayor Werner asked if there were any corrections or additions to the minutes of the
regular meeting of March 7, 2005. Hearing none, the minutes were approved as
presented.
Consent Agenda
Moved by Councilmember Hicks seconded by Councilmember Hazlet to approve the
Consent Agenda as presented.
7 Ayes; Nays, None.
1. Pay Bills As Audited
2. Approve Raffle Permit for Jack J. Jorgensen Charitable Trust at Hastings
Country Club
3. Accept Quote and Authorize Purchase of Emergency Generator
4. Resolution - Order Public Hearing for 2005 Improvement Program Projects
2005-1 & 2
5. First Reading/Order Public Hearing-Ordinance Amendment 2005-18: DC
Zoning District Uses
6. Interior Finishes at LeDuc Mansion
7. Accept Grant from Minnesota Department of Labor and Industry
8. Resolution-Support of Historic Tax Credits
Copies of resolutions on file.
Award of Contract-LeDuc Mansion Parking Lot
Staff recommended that a contract in the amount of $98,196.45 be awarded to
Midwest Asphalt.
Moved by Councilmember Hicks, seconded by Councilmember Moratzka to award
the contracts as recommended.
6 Ayes; Nays, none.
Minutes of the Regular Meeting of March 21, 2005
Page 2 of 2
Public Hearing-Rezoning 2005-15: R-2 to RMU at 401 Ramsey Street
Mayor Werner opened the public hearing at 7:02 p.m. ' . "
Associate Planner Jenson gave a brief overview of the rezoning request. Jenson
stated that this property has operated as a medium density residential use for at least 20
years and that the Planning Commission recommends approval.
Tom Johnson, one of the new owners, spoke and said that it is their intention to
continue to operate the property in a high quality manner.
Hearing no further comments, Mayor Werner closed the public hearing at 7:04 p.m.
Second Reading/Ordinance Amendment-Rezoning 2005-15: R-2 to RMU at 401
Ramsey Street
Moved by Council member Hicks, seconded by Councilmember Riveness to
approve the rezoning as requested.
6 Ayes; Nays, none.
Copy of ordinance on file.
Resolution-Variance #2005-16: Architectural Standards at Hastings Ford (3625
Vermillion Street)
Moved by Councilmember Alongi, seconded by Councilmember Riveness to table
this issue to the April 4, 2005 City Council meeting.
6 Ayes, Nays, none.
Adjournment
Moved by Councilmember Riveness; seconded by Councilmember Hazlet to adjourn
the meeting at 7:05 p.m.
6 Ayes; Nays, None.
Mayor
ATTEST
City Clerk
atyof f-hi;gs
M€rTmrdm
To: City Council
From: Becky Kline, Finance Department
Date: 03/29/2005
The attached Department Report itemizes vouchers that were paid on
March 29,2005.
Thank you.
Date: 03/29/2005
Time: 08:34:03
Operator: BECKY KLINE
CITY OF HASTINGS
FM Entry - Invoice Payment - Department Report
Department Vendor Name Description
-------------------- -------------------- ------------------------
COUNCIL AND MAYOR
COUNCIL AND MAYOR
COUNCIL AND MAYOR
ADMINISTRATION
ADMINISTRATION
ADMINISTRATION
ADMINISTRATION
ADMINISTRATION
ADMINISTRATION
ADMINISTRATION
ADMINISTRATION
CITY CLERK
CITY CLERK
CITY CLERK
CITY CLERK
CITY CLERK
CITY CLERK
CITY CLERK
CITY CLERK
CITY CLERK
CITY CLERK
CITY CLERK
CITY CLERK
CITY CLERK
CITY CLERK
CITY CLERK
CITY CLERK
CITY CLERK
CITY CLERK
CITY CLERK
CITY CLERK
FINANCE
FINANCE
FINANCE
L.E.L.S. 3/25 PAYROLL
LOCAL UNION 49 3/25 PAYROLL DEDUCTIONS
LOCAL 320 3/25 PAYROLL DEDUCTIONS
MINNESOTA MUTUAL LIFE INS PREMIUM/FEB
MINNESOTA MUTUAL LIFE INS PREMIUM/MAR
MINNESOTA NCPERS 3/25 PAYROLL DEDUCTIONS
MN CHILD SUPPORT PMT CAS 00138614701 & 000071
MN CHILD SUPPORT PMT CASE 001435452601 3/25
TEAMSTERS 320 WELFAR 3/25 PAYROLL DEDUCTIONS
Total for Department 000
MINNESOTA MUTUAL
MINNESOTA MUTUAL
SPRINT
LIFE INS PREMIUM/FEB
LIFE INS PREMIUM/MAR
TELEPHONE/ MAR
Total for Department 102
HASTINGS STAR GAZETT AD-PT PKS CLERICAL
LASERSHARP, INC. TONER
MINNESOTA MUTUAL LIFE INS PREMIUM/FEB
MINNESOTA MUTUAL LIFE INS PREMIUM/MAR
OFFICE MAX - A BOISE OFFICE SUPPLIES
OFFICE MAX - A BOISE RETURN
SPRINT TELEPHONE/ MAR
STAR TRIBUNE JOB POSTING/ COMM RELATI
Total for Department 105
ALLINA MEDICAL CLINI RANDOM DRUG TEST/ MEIER
ALLINA MEDICAL CLINI RANDOM TESTING/ RUEDY
ALLINA MEDICAL CLINI TESSIER/ RANDOM
ALLINA MEDICAL CLINI WEST/ PREEMPLOYMNET
HASTINGS STAR GAZETT 1994 FORD
HASTINGS STAR GAZETT CHAP 16/SHORELAND ORD
HASTINGS STAR GAZETT HOME OCC REGS
HASTINGS STAR GAZETT ORD 528
HASTINGS STAR GAZETT REZONE 401 RAMSEY
HASTINGS STAR GAZETT VACATION OF ROW-LAKE ST
HASTINGS STAR GAZETT VARIANCE/ WARG
HASTINGS STAR GAZETT VILLAGE TRAIL BOUNDARIES
LABORATORY CORPORATI MEIER/ RANDOM
LABORATORY CORPORATI RUEDY/RANDOM
LABORATORY CORPORATI TESSIER/ RANDOM
LABORATORY CORPORATI WEST/ PRE EMPL
MN DEPT EMPLOYEE REL PAY EQUITY REFRESHER/ ME
MINNESOTA MUTUAL LIFE INS PREMIUM/FEB
MINNESOTA MUTUAL LIFE INS PREMIUM/MAR
SPRINT TELEPHONE/ MAR
Total for Department 107
MN TREASURY MANAGEME
MINNESOTA MUTUAL
MINNESOTA MUTUAL
STARK/ CONFERENCE REG
LIFE INS PREMIUM/FEB
LIFE INS PREMIUM/MAR
Page: 1
,;.~ '\)
Amount
------------
592.00
720.00
921. 00
1,407.16
1,407.15
144.00
438.39
238.57
520.00
6,388.27*
52.66
60.46
13.50
126.62*
596.00
40.47
19.49
19.50
143.15
-9.57
198.76
350.00
1,357.80*
20.00
50.00
20.00
103.50
28.25
26.55
26.55
44.25
35.40
35.40
44 .25
35.40
36.75
36.75
36.75
36.75
39.00
5.15
5.15
13.50
679.35*
175.00
31. 20
31. 20
Date: 03/29/2005
Time: 08:34:04
Operator: BECKY KLINE
CITY OF HASTINGS
FM Entry - Invoice Payment - Department Report
Department Vendor Name Description
Page: 2
,; 'b. '\}
Amount
-------------------- -------------------- ------------------------
FINANCE
FINANCE
FINANCE
LEGAL
MAINTENANCE
MAINTENANCE
MAINTENANCE
MAINTENANCE
MAINTENANCE
MAINTENANCE
MAINTENANCE
MAINTENANCE
PLANNING
PLANNING
PLANNING
M.I.S.
M.I.S.
M.I.S.
POLICE
POLICE
POLICE
POLICE
POLICE
BUILDING AND
BUILDING AND
BUILDING AND
BUILDING AND
PUBLIC WORKS
PUBLIC WORKS
PUBLIC WORKS
PUBLIC WORKS
PUBLIC WORKS
PUBLIC WORKS
PUBLIC WORKS
SPRINT TELEPHONE/ MAR
WORK CONNECTION INC KAISER/ENDING 3/13
WORK CONNECTION INC KAISER/ENDING 3/6
Total for Department 120
FLUEGEL & MOYNIHAN P LEGAL FEES
Total for Department 130
DAKOTA COUNTY TREAS- DAKOTA CO FUEL MONTHLY
GENERAL OFFICE PRODU SUPPORT BRACKETS
MINNESOTA MUTUAL LIFE INS PREMIUM/FEB
MINNESOTA MUTUAL LIFE INS PREMIUM/MAR
SPRINT TELEPHONE/ MAR
T.D. 'S CLEANING MARCH CLEANING/ PD
TOWER CLEANING SYSTE CLEANING/ CH
XCEL ENERGY ELECTRIC SERVICE/ MAR
Total for Department 140
LIFE INS PREMIUM/FEB
LIFE INS PREMIUM/MAR
TELEPHONE/ MAR
,Total for Department 150
MINNESOTA MUTUAL
MINNESOTA MUTUAL
SPRINT
MINNESOTA MUTUAL
MINNESOTA MUTUAL
SPRINT
LIFE INS PREMIUM/FEB
LIFE INS PREMIUM/MAR
TELEPHONE/ MAR
Total for Department 160
DAKOTA COUNTY TREAS-
MINNESOTA MUTUAL
MINNESOTA MUTUAL
OFFICE MAX - A BOISE
SPRINT
DAKOTA CO FUEL MONTHLY C
LIFE INS PREMIUM/FEB
LIFE INS PREMIUM/MAR
GENERAL SUPPLIES
TELEPHONE/ MAR
Total for Department 201
INSPECT DAKOTA COUNTY TREAS-
INSPECT MINNESOTA MUTUAL
INSPECT MINNESOTA MUTUAL
INSPECT SPRINT
DAKOTA CO FUEL MONTHLY C
LIFE INS PREMIUM/FEB
LIFE INS PREMIUM/MAR
TELEPHONE/ MAR
Total for Department 230
DAKOTA COUNTY TREAS- DAKOTA CO FUEL MONTHLY C
MINNESOTA MUTUAL LIFE INS PREMIUM/FEB
MINNESOTA MUTUAL LIFE INS PREMIUM/MAR
SHERWIN-WILLIAMS PAINT
SPRINT DATA CONNECTIONS
SPRINT TELEPHONE/ MAR
XCEL ENERGY ELECTRIC SERVlCE/ MAR
Total for Department 300
------------
100.83
308.00
308.00
954.23*
11,250.00
11,250.00*
C 2,429.71
25.24
7.80
7.80
42.68
1,150.80
1,196.21
1,935.73
6,795.97*
15.21
15.21
67.48
97.90*
7.80
7.80
26.99
42.59*
150.42
218.40
218.40
41. 01
686.59
1,314.82*
68.61
23.40
31. 20
82.98
206.19*
2,414.94
112.94
120.74
65.18
149.29
224.58
307.31
3,394.98*
Date: 03/29/2005
Time: 08:34:04
Operator: BECKY KLINE
CITY OF HASTINGS
FM Entry - Invoice Payment - Department Report
Department Vendor Name Description
-------------------- -------------------- ------------------------
PARKS AND RECREATION MINNESOTA MUTUAL
PARKS AND RECREATION MINNESOTA MUTUAL
Total for
LIFE INS PREMIUM/FEB
LIFE INS PREMIUM/MAR
Department 401
LE DUC MANSION
LE DUC MANSION
DAKOTA COUNTY HISTOR BYWAYS GRANT / LEDUC EXH
DAKOTA COUNTY HISTOR BYWAYS GRANT / LEDUC EXH
Total for Department 450
MISCELLANEOUS
LEAGUE/MN CITIES INS WORKERS COMP PREM/ 2ND I
Total for Department 600
Total for Fund 101
PARKS AND RECREATION 3RD LAIR SKATE PARK
PARKS AND RECREATION BAHLS SERVICE
PARKS AND RECREATION FAIR OFFICE WORLD
PARKS AND RECREATION GREENIMAGE
PARKS AND RECREATION MINNESOTA MUTUAL
PARKS AND RECREATION MINNESOTA MUTUAL
PARKS AND RECREATION MOTOR PARTS SERVICE
PARKS AND RECREATION SPRINT
PARKS AND RECREATION SPRINT
PARKS AND RECREATION TOWER CLEANING SYSTE
PARKS AND RECREATION XCEL ENERGY
Total
SKATE CAMP DEPOSIT
PARTS/ SKID LOADER
DISPLAY SIGN MATERIALS
TRACTOR PARTS
LIFE INS PREMIUM/FEB
LIFE INS PREMIUM/MAR
BATTERY
DATA CONNECTIONS
TELEPHONE/ MAR
CLEANING SERVICE
ELECTRIC SERVICE/ MAR
for Department 401
Total for Fund 200
PARKS AND RECREATION MINNESOTA MUTUAL
PARKS AND RECREATION MINNESOTA MUTUAL
PARKS AND RECREATION SPRINT
LIFE INS PREMIUM/FEB
LIFE INS PREMIUM/MAR
TELEPHONE/ MAR
Total for Department 401
Total for Fund 201
CABLE
SPRINT
TELEPHONE/ MAR
Total for Department 420
Total for Fund 205
HERITAGE PRESERVATIO ROSSING, JAMES A.
HERITAGE PRESERVATIO SPRINT
CUSTOM FRAMING
TELEPHONE/ MAR
Department 170
Total for
Total for Fund 210
MINNESOTA NCPERS 3/25 PAYROLL DEDUCTIONS
Total for Department 000
FIRE
DAKOTA COUNTY FIRE C LEGAL CONCERNS CLASS/ 14
Page:
3
-,.;..::::' '\)
Amount
------------
3.90
3.90
7.80*
29,424.74
3,678.09
33,102.83*
26,838.25
26,838.25*
92,557.60*
300.00
370.84
28.68
90.50
42.90
42.90
56.02
298.58
271.44
500.55
681.40
2,683.81*
2,683.81*
10.76
10.76
122.39
143.91*
143.91*
13.50
13.50*
13.50*
308.62
13.50
322.12*
322.12*
64.00
64.00*
350.00
Date: 03/29/2005
Time: 08:34:04
Operator: BECKY KLINE
CITY OF HASTINGS
FM Entry - Invoice Payment - Department Report
Department Vendor Name Description
-------------------- -------------------- ------------------------
FIRE
FIRE
FIRE
FIRE
FIRE
FIRE
FIRE
FIRE
DAKOTA COUNTY TREAS- DAKOTA CO FUEL MONTHLY C
MN FIRE SERVICE CERT PAULSON & BOLER/ APPARAT
MINNESOTA MUTUAL LIFE INS PREMIUM/FEB
MINNESOTA MUTUAL LIFE INS PREMIUM/MAR
MOTOR PARTS SERVICE AIR HOSE END
NEXTEL COMMUNICATION CELL PHONE CHARGES
SPRINT TELEPHONE/ MAR
XCEL ENERGY ELECTRIC SERVICE/ MAR
Total for Department 210
AMBULANCE
AMBULANCE
AMBULANCE
AMBULANCE
AMBULANCE
AMBULANCE
MEDICA REFUND OVERPAY/ CALLS 20
ALLINA SELF INSURED REFUND OVERPAY/ LOIS ZWE
DAKOTA COUNTY TREAS- DAKOTA CO FUEL MONTHLY C
MOORE MEDICAL CORP. MEDICAL SUPPLIES
PRAXAIR DISTRIBUTION OXYGEN
REGINA MEDICAL CENTE FEB AMBULANCE SUPPLIES
Total for Department 220
Total for Fund 213
HOUSING AND REDEVELO BRADLEY & DEIKE PA UBC RELOCATION
HOUSING AND REDEVELO EHLERS & ASSOC TIF #1
Total for Department 500
Total for Fund 402
PUBLIC WORKS TIMEMARK INC TRAFFIC COUNTER EQUIPMEN
Total for Department 300
Total for Fund 403
HOUSING AND REDEVELO EHLERS & ASSOC
HOUSING AND REDEVELO EHLERS & ASSOC
HOUSING AND REDEVELO MINNESOTA MUTUAL
HOUSING AND REDEVELO MINNESOTA MUTUAL
HOUSING AND REDEVELO SEH ENGINEERS
HOUSING AND REDEVELO SPRINT
COMMUNICATIONS
TIF DIS #4
LIFE INS PREMIUM/FEB
LIFE INS PREMIUM/MAR
TIF STUDY #4/REIMBURSABL
TELEPHONE/ MAR
Total for Department 500
Total for Fund 404
ECONOMIC DEVELOPMENT MINNESOTA MUTUAL
ECONOMIC DEVELOPMENT MINNESOTA MUTUAL
Total for
LIFE INS PREMIUM/FEB
LIFE INS PREMIUM/MAR
Department 180
Total for Fund 407
PUBLIC WORKS
XCEL ENERGY 2004-3 VRTU LIGHTING
Total for Department 300
. --page:
4
'" "
Amount
------------
797.09
110.00
101.40
101.40
9.19
146.51
457.43
654.81
2,727.83*
732.30
61.75
941. 85
757.21
80.55
334.09
2,907.75*
5,699.58*
37.50
225.00
262.50*
262.50*
8,435.17
8,435.17*
8,435.17*
150.00
862.50
8.58
8.58
113.12
13.50
1,156.28*
1,156.28*
1.17
1.17
2.34*
2.34*
14,766.00
14,766.00*
Date: 03/29/2005
Time: 08:34:04
Operator: BECKY KLINE
CITY OF HASTINGS
FM Entry - Invoice Payment - Department Report
Department Vendor Name Description
-------------------- -------------------- ------------------------
Total for Fund 494
PUBLIC WORKS
PUBLIC WORKS
PUBLIC WORKS
BARR ENGINEERING CO. BAILEY ST STORM SEWER
BARR ENGINEERING CO. ZWEBER LANE
MN POLLUTION CONTROL MPCA NPDES LEDUC PERMIT
Total for Department 300
Total for Fund 495
PUBLIC WORKS
PUBLIC WORKS
PUBLIC WORKS
PUBLIC WORKS
PUBLIC WORKS
PUBLIC WORKS
PUBLIC WORKS
PUBLIC WORKS
PUBLIC WORKS
PUBLI C WORKS
PUBLIC WORKS
PUBLIC WORKS
PUBLIC WORKS
PUBLIC WORKS
SCHMITT, KAREN REFUND OVER PAY
PULTE HOMES REFUND OVERPAY
PETTIT WALLY REFUND OVERPAY
FRANZEN GREG/ DEB REFUND OVERPAY
DAKOTA COUNTY TREAS- DAKOTA CO FUEL MONTHLY C
GREG J HOMES REFUND OVERPAY
MINNESOTA MUTUAL LIFE INS PREMIUM/FEB
MINNESOTA MUTUAL LIFE INS PREMIUM/MAR
MINNESOTA NCPERS 3/25 PAYROLL DEDUCTIONS
SPRINT DATA CONNECTIONS
SPRINT TELEPHONE/ MAR
T.D. 'S CLEANING MARCH CLEANING/ PW
U.S. POSTMASTER BILLING POSTAGE
XCEL ENERGY ELECTRIC SERVICE/ MAR
Total for Department 300
Total for Fund 600
PUBLIC WORKS
PUBLIC WORKS
PUBLIC WORKS
LEAGUE/MN CITIES INS DEDUCTIBLE/ SEWER BACKUP
MINNESOTA MUTUAL LIFE INS PREMIUM/FEB
MINNESOTA MUTUAL LIFE INS PREMIUM/MAR
Total for Department 300
Total for Fund 601
CITY CLERK BOYER FORD TRUCKS TENSIONER/ KIT
CITY CLERK DAKOTA COUNTY TREAS- DAKOTA CO FUEL MONTHLY C
CITY CLERK HASTINGS TIRE " AUTO TIRE/ BALANCE
CITY CLERK HASTINGS FORD-JEEP-E PADS
CITY CLERK HASTINGS FORD-JEEP-E SHIFT LEVER CAP
CITY CLERK MN BODY " EQUIPMENT KNOB FAN
CITY CLERK MN BODY " EQUIPMENT SWITCH FAN
CITY CLERK MINNESOTA MUTUAL LIFE INS PREMIUM/FEB
CITY CLERK MINNESOTA MUTUAL LIFE INS PREMIUM/MAR
CITY CLERK MINNESOTA NCPERS 3/25 PAYROLL DEDUCTIONS
CITY CLERK MOTOR PARTS SERVICE TUBING/ FILTER
CITY CLERK SPRINT TELEPHONE/ MAR
Total for Department 107
Total for Fund 610
Page:
5
;; '';:' ~
Amount
------------
14,766.00*
164.00
1,274.14
400.00
1,838.14*
1,838.14*
91. 75
5.25
8.64
59.90
1,363.61
135.23
43.37
43.37
16.00
149.29
130.10
319.50
607.03
307.31
3,280.35*
3,280.35*
500.00
23.48
23.48
546.96*
546.96*
132.40
.00
189.40
3.44
6.18
2.99
17.38
22.15
22.15
16.00
17.94
17.50
447.53*
447.53*
Date: 03/29/2005
Time: 08:34:05
Operator: BECKY KLINE
CITY OF HASTINGS
FM Entry - Invoice Payment - Department Report
Department
Vendor Name
Description
--------------------
--------------------
------------------------
PARKS AND RECREATION
PARKS AND RECREATION
PARKS AND RECREATION
FERRELLGAS
FERRELLGAS
FERRELLGAS
6 FILLS
7 FILLS
8 FILLS
PARKS AND RECREATION MINNESOTA MUTUAL LIFE INS PREMIUM/FEB
PARKS AND RECREATION MINNESOTA MUTUAL LIFE INS PREMIUM/MAR
PARKS AND RECREATION MINNESOTA NCPERS 3/25 PAYROLL DEDUCTIONS
PARKS AND RECREATION SPRINT DATA CONNECTIONS
PARKS AND RECREATION SPRINT TELEPHONE/ MAR
Total for Department 401
Total for Fund 615
PUBLIC WORKS MINNESOTA MUTUAL LIFE INS PREMIUM/FEB
PUBLIC WORKS MINNESOTA MUTUAL LIFE INS PREMIUM/MAR
PUBLIC WORKS MINNESOTA NCPERS 3/25 PAYROLL DEDUCTIONS
PUBLIC WORKS SPRINT TELEPHONE/ MAR
Total for Department 300
Total for Fund 620
PLANNING
PLANNING
THREE RIVERS/ RIVERFRONT
THREE RIVERS/ABDO
for Department 150
BRADLEY & DEIKE PA
EHLERS & ASSOC
Total
PUBLIC WORKS
PUBLIC WORKS
BARR ENGINEERING CO. RIVERWOOD H & H
BARR ENGINEERING CO. RIVERWOOD LOMR
Total for Department 300
HOUSING AND REDEVELO BRADLEY & DEIKE PA SHERMAN RIVERFRONT
HOUSING AND REDEVELO EHLERS & ASSOC RIVERFRONT/ SHERMAN
Total for Department 500
Total for Fund 807
Grand Total
Page:
6
,;,. '" ~
Amount
------------
81.07
93.57
118.58
20.44
20.44
16.00
298.56
97.17
745.83*
745.83*
13.65
13.65
16.00
42.68
85.98*
85.98*
125.00
87.50
212.50*
137.00
315.00
452.00*
62.50
525.00
587.50*
1,252.00*
134,239.60*
Date: 03/30/2005
Time: 14:17:40
Operator: LYNNE BENSON
= Page:
CITY OF HASTINGS
FM Entry - Invoice Payment - Department Report
Ranges: Fund: (A)
Dept Id: (A)
Program: (A)
Vendor #: (A)
Invoice #: (A)
Schedule Journal #: (R) 42230 - 42230
Bank #: (A)
Options: Print Ranges/Options: Y
Page on Department: N
# of copies: 1
1
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Department Vendor Name Description Amount
-------------------- -------------------- ------------------------ ------------
CNA INSURANCE APR PREMIUM
Total for Department
COUNCIL AND MAYOR
SUBURBAN RATE AUTHO MEMBERSHIP DUES
Total for Department 102
ADMINISTRATION
ADMINISTRATION
ADMINISTRATION
ADMINISTRATION
CITY OF NORTH ST PAU POLICY DECISIONS LABOR R
FORTIS BENEFITS INS LTD PREMIUM/APRIL
METRO AREA MNGR ASSN MAMA LUNCHEON/ OSBERG
PLANTRONICS INC TELEPHONE HEADSET
Total for Department 105
CITY CLERK
FORTIS BENEFITS INS LTD PREMIUM/APRIL
Total for Department 107
FINANCE
FINANCE
FINANCE
FINANCE
FORTIS BENEFITS INS LTD PREMIUM/APRIL
P.E.R.A. DELINQUENT INTEREST
WELLS FARGO BANK/ CR ANNUAL MEMBERSHIP FEES
WORK CONNECTION INC KAISER/ WEEK END 3-20
Total for Department 120
MAINTENANCE
MAINTENANCE
MAINTENANCE
MAINTENANCE
MAINTENANCE
MAINTENANCE
MAINTENANCE
DALCO
FORTIS BENEFITS INS
GRAINGER, W.W. INC.
GRAINGER, W.W. INC.
NEXTEL COMMUNICATION
ORKIN PEST CONTROL
VOSS LIGHTING
Total for
PAPER SUPPLIES
LTD PREMIUM/APRIL
FAN BELTS/ SUPPLIES
SUPPLIES
CELL PHONE SERVICE
PEST CONTROL SERV
LIGHTS
Department 140
PLANNING
PLANNING
FORTIS BENEFITS INS LTD PREMIUM/APRIL
HINZMAN JOHN CONFERENCE EXPENSES
Total for Department 150
M.I.S.
M.I.S.
M.I.S.
M.I.S.
M.I.S.
FORTIS BENEFITS INS LTD PREMIUM/APRIL
INSIGHT PUBLIC SECTO HARD DRIVE/ SERVER
INSIGHT PUBLIC SECTO LF WORKSTATION MEMORY
MICROSOFT TECHNET MICROSOFT TECHNET SUSSCR
WELLS FARGO BANK/ CR SOFTWARE
Total for Department 160
236.92
236.92*
600.00
600.00*
80.00
39.70
18.00
21.25
158.95*
11.00
11. 00*
48.63
12.66
60.00
308.00
429.29*
248.97
14.79
47.08
2.67
43.36
91. 30
109.38
557.55*
32.35
560.97
593.32*
16.67
75.08
69.66
318.44
181. 88
661.73*
Date: 03/30/2005
Time: 14:17:41
Operator: LYNNE BENSON
Page:
2
CITY OF HASTINGS
PM Entry - Invoice Payment - Department Report
.;.~ '\)
Department Vendor Name Description Amount
-------------------- -------------------- ------------------------ ------------
POLICE
POLICE
POLICE
POLICE
POLICE
POLICE
POLICE
POLICE
POLICE
POLICE
POLICE
POLICE
POLICE
POLICE
POLICE
POLICE
COFER, MARY UNIFORM ALLOWANCE
DE LAGE LANDEN FINAN MONTHLY DICTATION SYSTEM
ELECTRO WATCHMAN, IN QUARTERLY ALARM SERVICE
FORTIS BENEFITS INS LTD PREMIUM/APRIL
GRAPHIC DESIGN BUSINESS CARDS
HASTINGS VEHICLE REG TITLE 2005 CROWN VIC
MCGRATH, BRENDA REIMBURSE CLOTHING
NEXTEL COMMUNICATION CELL PHONE
OFFICE MAX - A BOISE FILE FOLDERS
OFFICE MAX - A BOISE NOTE PAD/CLEANER/WRIST P
SHAMROCK ANIMAL CLIN KENNEL STORAGE 2/10-3/6
SPRINT (CELL PHONES) MDT VISION CARD/CONNECTI
SUPERIOR FORD INC. 05 CROWN VICTORIA SQUAD
UNIVERSITY OF MINNES WORKSHOP-LOHMANN
WALMART COMMUNITY GENERAL SUPPLIES
XCEL ENERGY ELECTRIC SERVICE
Total for Department 201
BUILDING AND INSPECT BAKKEN, THOMAS EXPENSE REIMBURSEMENT JA
BUILDING AND INSPECT BENSHOOF KEVIN BOOTS
BUILDING AND INSPECT BENSHOOF KEVIN SEMINAR
BUILDING AND INSPECT CONSTRUCTION BOOK EX MANUAL
BUILDING AND INSPECT FORTIS BENEFITS INS LTD PREMIUM/APRIL
BUILDING AND INSPECT INT'L CODE COUNCIL I NFPA SPRINKLER SYSTEMS M
Total for Department 230
PUBLIC WORKS
PUBLIC WORKS
PUBLIC WORKS
PUBLIC WORKS
PUBLIC WORKS
PUBLIC WORKS
PUBLI C WORKS
PUBLI C WORKS
PUBLIC WORKS
PUBLIC WORKS
PUBLIC WORKS
PUBLIC WORKS
PUBLI C WORKS
PUBLIC WORKS
PUBLIC WORKS
PUBLI C WORKS
PUBLIC WORKS
PUBLIC WORKS
PUBLIC WORKS
PUBLIC WORKS
PUBLIC WORKS
PUBLIC WORKS
BAHLS SERVICE REPAIRS
BARR ENGINEERING CO. WALLIN DEV " GS DR LOMR
BDM CONSULTING ENGIN LOT REVIEW CERTIFICATES
CHEMSEARCH GREASE RELEASE WIPES
ENGINEERING REPRO SY PLOTTER PAPER FOR OCE
ENGINEERING REPRO SY SCAN MYLARS
ENVIRONMENTAL EQUIPM STEEL
FORTIS BENEFITS INS LTD PREMIUM/APRIL
GRAND VIEW LODGE MPWA LODGING/ MONTGOMERY
GRAYBAR ELECTRIC LAMPS/LIGHTING
GRAYBAR ELECTRIC LIGHTING
G S DIRECT INC PLOTTER INK
KENNEDY " GRAVEN, CH GAS FRANCHI SE
MENARDS STRUCTOGLASS
NORTHLAND CHEMICAL S FLEET/FLOOR CLEANER/SPRA
TERRY'S ACE HARDWARE BLADE
TERRY'S ACE HARDWARE BUSHINGS/NIPPLES
TERRY'S ACE HARDWARE SANDDISCS
UNIVERSITY OF MINNES MPWA SPRING CONF /MONTGOM
XCEL ENERGY ELECTRIC SERVICE
YOCUM OIL CO INC OIL
YOCUM OIL CO INC OIL/ DRUM DEPOSIT
Total for Department 300
180.91
290.05
57.51
445.23
88.40
13.50
62.49
51.16
104.26
42.70
423.00
764.51
20,768.00
65.00
135.60
49.76
23,542.08*
1,106.47
42.19
48.60
71.90
75.55
37.79
1,382.50*
22.47
1,112.24
390.00
118.86
52.74
183.71
29.82
191. 59
304.00
142 . 92
219.89
199.84
203.50
21.28
98.49
5.85
6.99
17.00
180.00
16,364.32
1,623.69
178.81
21,668.01*
Date: 03/30/2005
Time: 14:17:41
operator: LYNNE BENSON
CITY OF HASTINGS
FM Entry - Invoice Payment - Department Report
~age:
3
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Department Vendor Name Description Amount
-------------------- -------------------- ------------------------ ------------
PARKS AND RECREATION FORTIS BENEFITS INS LTD PREMIUM/APRIL
Total for Department 401
LE DUC MANSION
LE DUC MANSION
BDM CONSULTING ENGIN DOWNTOWN DEVELOPMENT
BDM CONSULTING ENGIN LEDUC MANSION PARKING LO
Total for Department 450
Total for Fund 101
PARKS AND RECREATION BOBCAT COMPANY SKID LOADER
PARKS AND RECREATION FORTIS BENEFITS INS LTD PREMIUM/APRIL
PARKS AND RECREATION GERLACH SERVICE,INC. FILES/ OIL
PARKS AND RECREATION GORDY'S GLASS SAFETY SHEET
PARKS AND RECREATION MAHONEY, PAUL PRUNER/HOLSTER
PARKS AND RECREATION MN RECREATION /PARK TESSIER/ SCHOOL NAT'L PL
PARKS AND RECREATION MOTOR PARTS SERVICE AIR FILTER
PARKS AND RECREATION NEXTEL COMMUNICATION CELL PHONE SERVICE
PARKS AND RECREATION SHERWIN-WILLIAMS PAINT
PARKS AND RECREATION XCEL ENERGY ELECTRIC SERVICE
Total for Department 401
Total for Fund 200
PARKS AND RECREATION ELECTRO WATCHMAN, IN QUARTERLY ALARM
PARKS AND RECREATION FORTIS BENEFITS INS LTD PREMIUM/APRIL
PARKS AND RECREATION MENARDS TOOLS/ REPAIR SUPPLIES
PARKS AND RECREATION NEXTEL COMMUNICATION CELL PHONE SERV
PARKS AND RECREATION SUCCESSFUL EVENTS UNIFORM ID SUPPLIES
PARKS AND RECREATION XCEL ENERGY ELECTRIC SERVICE
Total for Department 401
Total for Fund 201
HERITAGE PRESERVATIO FORTIS BENEFITS INS LTD PREMIUM/APRIL
HERITAGE PRESERVATIO HASTINGS STAR GAZETT HPC AD
Total for Department 170
Total for Fund 210
FIRE ALEX AIR APPARATUS I PURIFICATION FILTERS
FIRE CONTINENTAL SAFETY PORTACOUNT PLUS SYSTEM
FIRE FAIR OFFICE WORLD LETTER OPENER
FIRE FAIR OFFICE WORLD MOUSE PADS
FIRE FAIR OFFICE WORLD PAPER/NOTE PADS/INK CART
FIRE FAIR OFFICE WORLD ZIP CODE DIRECTORY
FIRE FORTIS BENEFITS INS LTD PREMIUM/APRIL
FIRE KNOLL RAYMOND JR PRESCRITION SAFETY GLASS
FIRE MEDICAL DISPOSAL SYS HAZ WASTE CONTAINER 32 G
FIRE MINNESOTA SHREDDING SHREDDING SERVICE
FIRE MOTOR PARTS SERVICE HOSE END/F COUPLER
8.34
8.34*
11,799.00
3,986.00
15,785.00*
65,634.69*
24,938.11
90.84
25.28
362.29
41. 78
465.00
10.90
268.44
30.19
1,011. 99
27,244.82*
27,244.82*
79.88
19.87
303.21
41. 24
261.77
31.30
737.27*
737.27*
1.67
66.00
67.67*
67.67*
102.24
10,164.44
7.46
9.51
375.74
5.84
209.28
418.15
69.00
45.00
30.40
Date: 03/30/2005
Department
--------------------
FIRE
FIRE
AMBULANCE
Time: 14:17:41
Operator: LYNNE BENSON
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CITY OF HASTINGS
FM Entry - Invoice Payment - Department Report
Vendor Name
Description
--------------------
------------------------
VERIZON WIRELESS
WALMART COMMUNITY
Total for
CELLULAR CHARGES
STATION/ OFFICE SUPPLIES
Department 210
Page:
4
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Amount
------------
97.24
228.83
11,763.13*
MEDICA OVERPMT KEICHLER 2005029 55.13
Total for Department 220 55.13*
Total for Fund 213 11,818.26*
HOUSING AND REDEVELO FORTIS BENEFITS INS LTD PREMIUM/APRIL
Total for Department 500
Total for Fund 404
ECONOMIC DEVELOPMENT FORTIS BENEFITS INS LTD PREMIUM/APRIL
Total for Department 180
Total for Fund 407
PUBLIC WORKS
PUBLIC WORKS
PUBLIC WORKS
PUBLIC WORKS
PUBLIC WORKS
PUBLIC WORKS
PUBLIC WORKS
PUBLIC WORKS
PUBLIC WORKS
PUBLIC WORKS
PUBLIC WORKS
PUBLIC WORKS
BDM CONSULTING ENGIN GS DR/BRIDGE
BDM CONSULTING ENGIN RSO
BDM CONSULTING ENGIN SPIRAL & 31ST PROJ 03-7
CONTRACTORS EDGE INC RETAINAGE
CONTRACTORS EDGE INC RSO PAY EST #13 36TH ST/
CONTRACTORS EDGE INC RSO PAY EST #13 RIVERWoo
CONTRACTORS EDGE INC RSO PAY EST #13 SOUTH OA
CONTRACTORS EDGE INC RSO PAY EST 13 31ST ST
Total for Department 300
Total for Fund 493
BDM CONSULTING ENGIN 2004-1 WESTWOOD
BDM CONSULTING ENGIN 2004-2 PROJ 31ST ST RECO
BDM CONSULTING ENGIN 2004-4 10TH & 61 PROJECT
THREE RIVERS CONSTRU PAY EST#7
Total for Department 300
Total for Fund 494
15.68
15.68*
15.68*
3.33
3.33*
3.33*
990.00
1,173.00
6,530.00
-2,026.66
-5,134.43
7,947.54
-14,273.17
51,993.17
47,199.45*
47,199.45*
756.00
1,213.00
506.00
17,602.08
20,077.08*
20,077.08*
PUBLIC WORKS BDM CONSULTING ENGIN 12" TRUNK WATERMAIN 2005 4,645.00
PUBLIC WORKS BDM CONSULTING ENGIN 2005-3 SOUTH FRONTAGE RO 9,882.00
PUBLIC WORKS BDM CONSULTING ENGIN DAKOTA HILLS 605.00
PUBLIC WORKS BDM CONSULTING ENGIN WATERMAIN EXTENSION OPTI 3,656.00
PUBLIC WORKS WALMART COMMUNITY SUPPLIES/NEIGHBORHOOD ME 10.09
Total for Department 300 18,798.09*
Total for Fund 495 18,798.09*
PUBLIC WORKS BAHLS SERVICE BOLTS 37.38
PUBLIC WORKS BARR ENGINEERING CO. WELLHEAD PROTECTION 3,836.50
Date: 03/30/2005
Time: 14: 17 :41
Operator: LYNNE BENSON
Page:
5
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CITY OF HASTINGS
FM Entry - Invoice Payment - Department Report
~ :;;::., '\)
Department Vendor Name Description Amount
-------------------- -------------------- ------------------------ ------------
PUBLIC WORKS
PUBLIC WORKS
PUBLIC WORKS
PUBLIC WORKS
PUBLIC WORKS
PUBLIC WORKS
PUBLIC WORKS
PUBLIC WORKS
PUBLIC WORKS
PUBLIC WORKS
PUBLIC WORKS
PUBLIC WORKS
PUBLIC WORKS
PUBLIC WORKS
PUBLIC WORKS
PUBLIC WORKS
PUBLIC WORKS
PUBLIC WORKS
PUBLIC WORKS
PUBLIC WORKS
PUBLIC WORKS
PUBLIC WORKS
PUBLIC WORKS
PUBLIC WORKS
PUBLIC WORKS
PUBLIC WORKS
PUBLIC WORKS
PUBLIC WORKS
CITY CLERK
CITY CLERK
BERRY COFFEE COFFEE
BUMPER TO BUMPER CLLEANER
BUMPER TO BUMPER LAMPS/ CHAMOIS
C. C. SHARROW CO INC CRANE INSPECTION
DPC INDUSTRIES, INC. HFS ACID
ELECTRO WATCHMAN, IN ALARM MONITORING
FORTIS BENEFITS INS LTD PREMIUM/APRIL
GOPHER STATE ONE-CAL LOCATES
GRAPHIC DESIGN WATER STATEMENT INSERTIN
GRAPHIC DESIGN WORK ORDER PADS
HACH COMPANY SPADNS
KEYS WELL DRILLING C WELL #7 REPAIRS
NAT'L WATERWORKS HYDRANT/ CLAMPS
NAT'L WATERWORKS SUPPLIES
0' BRIEN, JOE CHEVROL REGULATROR
OTTO EXCAVATING, INC REPAIR WATERMAIN
PEINE MARK SUSA MTG REIMBURSEMENT
TERRY'S ACE HARDWARE BOLTS
TERRY'S ACE HARDWARE CARWAX/SPONGES
TERRY'S ACE HARDWARE LABOR/FITTINGS
TERRY'S ACE HARDWARE PROTECTANT/CLEANER/SOAP/
TERRY'S ACE HARDWARE RAGS/BOLTS
TERRY I S ACE HARDWARE SNAP TRIGGER/BOLT
TERRY'S ACE HARDWARE TUBING/DRILL BITS/PLUG/F
WALMART COMMUNITY SUPPLIES
XCEL ENERGY ELECTRIC REDUCTION KICK
Total for Department 300
Total for Fund 600
FORTIS BENEFITS INS LTD PREMIUM/APRIL
MN POLLUTION CONTROL CLASS SC LICENSE/ DUBE
Total for Department 300
Total for Fund 601
FORTIS BENEFITS INS LTD PREMIUM/APRIL
NEXTEL COMMUNICATION CELL PHONE SERVICE
Total for Department 107
Total for Fund 610
PARKS AND RECREATION DOMINO'S PIZZA PIZZA
PARKS AND RECREATION ELECTRO WATCHMAN, IN ALARM SERVICE
PARKS AND RECREATION FERRELLGAS 2 FILLS
PARKS AND RECREATION FORTIS BENEFITS INS LTD PREMIUM/APRIL
PARKS AND RECREATION NEXTEL COMMUNICATION CELL PHONE SERVICE
PARKS AND RECREATION R .. R SPECIALITIES, BLADE SHARP
PARKS AND RECREATION SHERWIN-WILLIAMS PAINT
Total for Department 401
22.00
15.96
26.59
730.00
242.36
57.51
85.63
135.00
224.72
70.29
174.66
29,671.00
2,096.70
43.94
332.38
1,805.00
10.00
14.28
11. 68
8.23
51. 07
13 .81
4.76
62.78
73 .34
30.00
39,887.57*
39,887.57*
36.58
23.00
59.58*
59.58*
50.59
41.22
91. 81*
91. 81*
69.73
57.51
31.46
51.39
103.02
74.50
342.33
729.94*
Date: 03/30/2005
-
Time: 14:17:42
Operator: LYNNE BENSON
Pa~:
6
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CITY OF HASTINGS
FM Entry - Invoice Payment - Department Report
, "
Department Vendor Name Description Amount
-------------------- -------------------- ------------------------ ------------
PUBLIC WORKS
PUBLIC WORKS
PLANNING
PUBLIC WORKS
PUBLIC WORKS
PUBLIC WORKS
PUBLIC WORKS
PUBLIC WORKS
PUBLIC WORKS
PUBLIC WORKS
PUBLI C WORKS
PUBLIC WORKS
Total for Fund 615
FORTIS BENEFITS INS LTD PREMIUM/APRIL
HCI PUBLICATIONS HYDRO REVIEW RENEWAL
Total for Department 300
Total for Fund 620
BDM CONSULTING ENGIN RIVERWOOD 8TH
Total for Department 150
BDM CONSULTING ENGIN CENTURY SOUTH
BDM CONSULTING ENGIN EASTENDERS ADDITION
BDM CONSULTING ENGIN GLENDALE HEIGHTS
BDM CONSULTING ENGIN GLENDALE HEIGHTS 2ND
BDM CONSULTING ENGIN HASTINGS SENIOR HOUSING
BDM CONSULTING ENGIN RIVERDALE
BDM CONSULTING ENGIN SCHOOL HOUSE SQUARE
BDM CONSULTING ENGIN VALLEY MANOR 2ND REGRADE
BDM CONSULTING ENGIN WALLIN 11TH
Total for Department 300
Total for Fund 807
Grand Total
729.94*
15.90
65.00
80.90*
80.90*
327.00
327.00*
39.00
124.00
2,000.00
2,861.00
1,148.00
39.00
660.00
310.00
669.00
7,850.00*
8,177.00*
240,623.14*
April 4, 2005
(
Assistant Finance Director
tl~K
Councilmember Hazlet
4$~,'
ouncilmember Riveness
~
Mayor Wemer
VI-2
~
PROCLAMATION
City of Hastings
'"
Making a Difference
WHEREAS, the citizens of the City of Hastings are extremely proud of our chamber of
citizens, businesses, Lyle Russell Veterans of Foreign Wars Post 1210 and the Ladies Auxiliary,
an ambassador of our community; and
WHEREAS, the Veterans of Foreign Wars is a private veteran's service organization, it
recognizes that recognition of citizen and business involvement is critical to the health of our
community and America; and
WHEREAS, Ann Grot john; Hastings Ford, Lincoln... Dodge, Chrysler; and Hastings
Star Gazette give to the community compassion, dedication, time, talent, energy and service to
others; and
WHEREAS, the City of Hastings can be so proud of them for enriching the lives of
others with their acts of kindness. It is a testament to their good heart and giving spirit.
~
NOW, THEREFORE BE IT RESOLVED, by the City Council of the City of Hastings,
that ratification of Ann Grot john: Distinguished Citizen; Hastings Star Gazette: Ed A. Callahan
New Media Honoree; and Hastings Ford, Lincoln... Dodge, Chrysler, owned by Douglas
Erickson: Employer of the Year.
Adopted by the Hastings City Council, this 4th day of April 2005.
Michael D Werner
Mayor
Melanie Mesko Lee
Assistant City Administrator
r--
CITY OF
HASTINGS
CITY HALL
April 4, 2005
City Council Members
Re: Contractors Handbook
Dear Council Members,
Our Department of Building Safety has updated our Builders
Handbook and made some minor changes. Our hope is to address any
questions we've had in the past from contractors to reduce confusion
on a couple of items. The changes are the items highlighted in yellow
for your reference. The most notable addition is page 9, which
clarifies that it is the responsibility of the person or contractor that
receives the permit to do work, to complete all required items until the
Certificate of Occupancy is issued. This should help resolve problems
with contractors saying, "The homeowner was responsible for getting
that inspected, or getting that part done". The Minnesota State Code
states "The person doing the work authorized by the permit shall
notify the building official that the work is ready for inspection. The
building official, upon notification, shall make the requested
inspections and shall either indicate the portion of the construction
that is satisfactory as completed or notify the permit holder or an
agent of the permit holder of any failures to comply with the code."
Certificates of Occupancy issued states, "After the building official
inspects a building or structure and finds no violations of the code or
OTHER LAWS that are enforced by the Department of Building
Safety, the building official shall issue a certificate of occupancy".
This should help with the problems we've had with lawns and trees
getting planted by select contractors that feel they are no longer
responsible once a Temporary Certificate of Occupancy has been
issued and the hQmeowner has moved in. The only other significant
change is page 13 where we added that the hard surface driveway and
trees must be in place before the final grade is inspected. In the past
some contractors failed final grade inspections because one of these
items was not complete and they felt they were not informed ofthis
requirement. The other items are simply personnel changes and the
addition ofBDM Engineering's contact information to reduce calls
our department gets pertaining to their inspections of final grades and
top of foundation elevations. I am asking for the Council's approval
to the changes made and the final document. Any suggestions are
welcome.
SinCerelY'~
Tom Bakken- Building Official
101 4th Street East
Hastings, MN 55033-1955
651-480-2350
Fax: 651-437-7082
www.ci.hastings.mn.us
cityhall@ci.hastings.mn.us
Department of
Building Safety
651-480-2342
Engineering/
Planning/HRA/HPC
651-480-2334
Public Works
1225 Progress Drive
651-480-6185
Parks & Recreation
920 10th Street West
651-480-6175
Police
150 3rd Street East
651-480-2300
Fire
115 5th Street West
651-480-6150
Civic Arena
2801 Red Wing Boulevard
651-480-6159
Aquatic Center
901 Maple Street
651-480-2392
VI-3
"
-
Hastings on the Mississippi
.:;.", ""
City of Hastings
2005 Builder's Handbook
ern' OF HASTINGS
March 1,2005
City of Hastings City Staff" ~ ~
. Department of Building Safety (651) 480-2342
(Building Permits, Applications, Schedule Inspections)
Tom Bakken - Building Official .
Ron Langer - Building Inspector
Kevin Benshoof - Building Inspector
Jane Toenjes - Building Department Permit Technician
Dawn West - Code Enforcement Inspector
. Planning Department (651) 480-2350
(Zoning, Land Use, Setbacks, Zoning)
John Hinzman - Planning Director
Kris Jenson - Associate Planner/Zoning Review
. Public Works Department (651) 480-2334 (Street Opening and Right
of Way Permits, Utility Permits, Erosion Control)
Nick Egger - City Engineer
Dave Chalmers - Engineering Supervisor
Steve Pederson - Right of Way and Erosion Control Inspector
Samantha Schmidtke - Engineering and Planning Admin. Assistant
. Street and Utility Departments (651) 480-6185 (Street Inspections,
Utility Connections, Water Meters)
Cal Ruedy - Streets Superintendent
Jim Heusser - Utilities Superintendent
John Zgoda - Assistant Utilities Superintendent
Natalie Judge - Public Works Administrative Assistant
. Parks Department (651) 480-6175 (Tree Preservation, Tree
Protections, Tree Inspection)
Kevin Smith - Parks Superintendent
Barry Bernstein - Parks & Recreation Director
. BDM Engineering Consulting Firm (Site Plan, Top of Block, Final
Grades approval)
Dennis Honsa - 651-256-0101
John Stewart - 651-225-8090
,;; I:. ~
Builders Handbook
Table of Contents
. Building Permit Submittal Requirements................................................ 1
- Certificate of Survey Requirements............................................... 2
- Building Plan Requirements - One & Two Family Dwellings........ 4
- Multi Unit Residential Dwellings, Commercial,
Industrial, Office, and InstitutionaL................................................. 5
- Erosion Control Plan.................................. ......... .... ........................ 6
- Natura! Resources Management Plan............ ..... ........................ ... 7
. Certificate of Occupancy ..................................................................... 8
- Certificate of Occupancy Requirements........................................ 9
- Uncompleted Site Plan Item Escrow Amounts............................. 9A
. Erosion Controls.............................................................................. 10
- Silt Fence Requirements........................................................ 10
- Rock Driveways...................................................... ................ 11
. Survey Inspections................................................................................. 12
- Top of Block Inspection...... .......................... ............ ........... .......... 12
"- Final Grade Inspection............................................................... ... 13
. Street Sweeping......................................... ..... ................. ...................... 14
'. Trash and Debris........................................................................... ......... 15
. On Site Sanitation Toilet Facilities ....................................................... 15
. Appendix (Applications, Forms and Examples)..................................... 16
.; <:;. ~
Building Permit Submittal Information
. Completed City of Hastings Building Permit Application
. Certificate of Surveys: Grading, drainage, site plan(s) (4 copies)
. Erosion Control Plan (4 copies) if not indicated on grading,
drainage, site plan.
. Building Construction Plans (2 copies)
See Building Permit submittal requirements
· Tree Plan
. Copy of Contractors license (Mn Dept. Of Commerce, all residential)
· City Contractors license all others required by City Code.
(On line Building Permit applications and information can be obtained
:trom our website at www.ci.hastings.mn.us.
1
..;.<::0. ~
Building Permit Submittal Requirements
Certificate of Survey Requirements
An original copy of the Certificate of Survey ftom a MN licensed surveyor is required for all
new development, including expansions of existing buildings. The Building Official may, for
accessory structures or minor additions (decks, porches, attached garages), waive the Certificate
of Survey submittal requirements in favor of an approved site plan indicating the location of
existing and proposed structures in relation to lot lines.
A The certificate of survey shall reference and be based on an approved grading plan and shall
include at a minimum the following-information:
1. Property boundaries
2. Existing structures
3. Proposed structures (including driveways)
4. Existing and proposed lot corner elevations
5. Proposed drainage flow (arrows)
6. Proposed garage floor elevation
7. Proposed lowest floor elevation
8. Proposed highest floor elevation
9. Proposed top of foundation elevation (ftont and rear)
10. Proposed finished grade elevations at building corners
11. Street right-of-way
12. Existing property monuments
13. Detailed spot elevations for drainage swales based on the approved grading plan
14. Existing and proposed mid point elevations on side lot lines
15. Existing top of curb elevations at the extension of side lot lines and at the mid point of
the lot
16. On-site sewage treatment system location and potable well location, if applicable
Please note! Surveys that do not include the above information or are not in compliance
with the approved grading plan will be rejected and sent back for revision.
B. Survey benchmarks shall be identified on certificate of survey - Benchmark must be
referenced ftom the nearest hydrant to proposed structure.
C. Field hubs shall be placed on site by a licensed surveyor to show top of foundation elevation
and setbacks.
2
Review of Certificate of Survey
"
The Planning Department will review the Certificate of Survey with respect to
compliance with required information to be provided, and development, subdivision, and zoning
requirements. The proposed lot grading will be reviewed by a consulting engineering ftrm hired
by the City to verify compliance with the approved development grading plan and City grading
standards.
A grading review fee will be charged in the amount of$125 for lots with an approved
development grading plan and $250 for lots without an approved development grading plan.
3
Building Permit Submittal Requirements
Building Plan Requirements - One and Two Family Dwellings (IRC)
A. One and Two Family Dwelling permit application packet shall include the following
information:
1. One (1) completed and signed building permit application provided by the City of
Hastings
2. Four (4) copies of Certificate of Surveys with complete information as identified in
Certificate of Survey Requirements.
3. Two (2) copies of the building construction plans with all specification information
including:
1. Energy code compliance worksheets
2. Window manufacturer (fenestration ratings)
3. Building area take off worksheet form
4. Roof truss design certification specs (verified at framing inspection)
5. Floor truss design certification specs (verified at framing inspection)
6. Foundation engineering design or specification information for compliance with
MSBC 1303.1900
7. Foundation drainage system design per 1303.1900 Subd.11
8. Mechanical Information per Minnesota Mechanical Code Reference State Code 1346.
9. On site sewage treatment system location area (if applicable)
4. One City Plumbing permit application submitted by licensed plumbing contractor
through State of Minnesota
5. One City Heating, ventilating & air conditioning permit submitted by licensed city
contractor
6. One State Electrical permit application submitted to the State Board of Electricity.
4
Building Permit Submittal Requirements
Multi Unit Residential Dwellings, Commercial, Industrial, Office and
Institutional
Multi Unit Residential Dwellings, Commercial, Industrial, Office, and Institutional permit
application packets shall include the following information:
1. One (1) completed and signed City Building permit application provided by the City of
Hastings
2. Three (3) copies of architectural plans signed by Minnesota Licensed Architect with building
code analysis information.
3. Three (3) copies of Minnesota certified structural plans
4. Three (3) copies of Minnesota certified civil plans including site, grading, drainage and
utility plans.
5. Four (4) copies of the certificate of survey prepared by a Minnesota Registered Land
Surveyor
6. Three landscaping plans
7. One exterior energy envelope worksheet demonstrating compliance with the energy code.
8. One certified soil testing report from a third party testing company.
9. One special inspection agreement from the certified architect.
10. One copy of the Metropolitan Council S.A.C. unit determination letter
11. Two sanitary sewer/watermainlstorm sewer plans
12. Two signed plumbing plans
13. Two signed HV AC plans
14. Three signed fire sprinkler plans if applicable
15. Two signed electrical plans
5
Building Permit Submittal Requirements
Erosion Control Plan
Erosion control plan requirements - may be identified on certificate of survey.
A. Silt fence - a silt fence shall be identified on the erosion control plan. The silt fence shall
be located along the front yard (3 feet from the curb or behind the sidewalk) along
existing developed yards, and where needed for erosion control as determined by the
City's consulting firm reviewing the plan.
B. Rock driveways - A rock driveway shall be identified on the erosion control plan. The
rock driveway shall be constructed of CAl/CA2 Course Aggregate 1-2" rock - 6" deep
per MPCA Manual (see Appendix).
C. Inlet protection -Inlet protect meeting City standards must be installed around any catch
basin inlet or flared end inlet on the property.
D. Rock check dams - Rock check dams shall be required along swales and concentrated
points of overland flow discharge where grades exceed 3%.
Review of Erosion Control Plan
The proposed erosion control plan will be reviewed by a consulting engineering firm
hired by the City to verify compliance with City standards. The cost of the erosion control plan
review is included in the grading review fee.
6
Building Permit Submittal Requirements
~
Natural Resources Management Plan
Natural Resources Management Plan Requirements (all plans can be on the same survey)
. Tree Plans - shall identify boulevard/street tree per approved Landscape Plan for the
subdivision, including size and species and front yard tree location.
. Tree Protection - shall identify protected trees and tree protection systems.
7
"
Certificate of Occupancy
Temporary Certificate of Occupancy
Temporary certificate of occupancy may be issued for properties with uncompleted site plan
items from November 1 st to June 1st. The Building Official may allow Temporary Certificates of
Occupancy beyond these dates, based on current weather conditions and a financial guarantee for
the items to be completed is submitted to the city. Temporary Certificates of Occupancy shall
have an expiration date. The city may pull the financial guarantee to complete the required site
plan items or the City may find the property owner in violation of this ordinance and bring
charges through the court system.
Temporary Certificate of Occupancy Financial Guarantee
A cash escrow or letter of credit submitted to the City is required to receive a Temporary
Certificate of Occupancy. Builders/Developers may also provide evidence that they have an
escrow established with another agency addressing the required site plan items and guarantees
that they will be completed. The escrow amount for single family/two family residential
uncompleted site plan items shall be a standard amount determined by City Council Resolution.
Multi-family, commercial, industrial, office, and public projects shall provide escrows in the
amount of 125% of the cost to finish the uncompleted items. The builder/developer shall provide
the City a cost estimate to finish the uncompleted items.
8
Certificate- of Occupancy
"
Certificate of Occupancy Requirements
Subd. 1. In addition to Certificate of Occupancy requirements referenced in the State Building
Code, a Certificate of Occupancy is required for Group R, U Division occupancies.
(Hastings Construction Regulations Chapter 4)
Subd. 2. A Certificate of Occupancy shall not be issued until all building code requirements have
been completed. It is the responsibility of the Applicant to which the Building Permit was issued
to complete all required work. If the Building Official is satisfied that the proposed work
conforms to the requirements of the Building Codes, site plan approval, applicable laws and
ordinances, the Building Official shall issue the Certificate of Occupancy.
The following site plan items must be completed or escrowed for.
Items not completed as approved are subject to Code Enforcement action by the City of
Hastings.
Single family/two family residential site plans:
1. Final Yard Grade
2. Front Yard Tree Planted
3. Boulevard Tree (if any shown on approved tree plan) planted
4. Driveway completed with permanent required surface
5. Sidewalks completed
6. Sod or hydro-seeded established to rear building line of home
7. Street, sidewalk, and curbs pass inspection
8. Street sweeping fees paid (if applicable)
Multi-family, commercial, industrial, office, and public site plan items:
1. Final grades and drainage approved
2. Landscaping completed
3. Driveway and parking lots completed
4. Sidewalks and trails completed
5. Curbs completed
6. Lighting completed as approved
7. Utilities (water, sanitary, storm sewer) approved by Public Works Department
8. Trash enclosure completed per site plan
9. Street sweeping fees paid (if applicable)
9
Certificate of Occupancy
~ -::.. '\:)
Uncompleted Site Plan Item Escrow Amounts
1. Final yard grade - $500.00
2. Front yard tree - $250.00
3. Boulevard tree (if required) - $250.00/tree
4. Driveway - $2000.00
5. Sidewalks/trail repair - $100.00 per panel or 5 foot section
6. Sod or hydro-seeding - $750.00
7. Curb repair - $500.00 per 20 foot section
8. Street sweeping fees paid (if applicable)
9. Erosion re-inspection fees paid (if applicable)
10. Landscaping - 125% of the cost estimate provided by the applicant
9A
Erosion Controls
Silt fence requirements
"
Silt fence installation
Silt fences shall be installed prior to construction on the property. Silt fences shall be installed
throughout the year until the ground freezes as determined by the building official. Silt fences
may not be required to be installed while the ground is frozen. Silt fences shall be installed
immediately after the ground has thawed as ordered by the Building Official.
Silt fence Locations
A silt fence shall be identified on the erosion control plan. The silt fence shall be located along
the tfont yard (3 feet from curb or behind sidewalk) along existing developed yards, and where
needed for erosion control as determined by the City's consulting firm reviewing the plan.
Silt fence address
The address of the building shall be painted on the silt fence fronting the street.
Silt fence inspection
A representative of the City shall periodically inspect silt fence installations and other erosion
control measures. Inspections will also occur after each significant rainfall event.
Erosion control enforcement
If the erosion control is not being maintained to the City's satisfaction, the City will withhold
additional inspections and/or the Certificate of Occupancy. Failure to install and maintain the
erosion control shall be a violation of this Code and, in addition to withholding inspections or the
Certificate of Occupancy, the City may also follow established procedures on issuing warnings
or violation summons as deemed appropriate by the City.
An erosion control fee of $250 will be charged with the issuance of the construction permit to
cover inspection costs.
10
Erosion Controls
Rock Driveways
"
Rock Driveway Installation
A rock driveway shall be installed immediately after the building foundation has been backfilled
and before framing begins. All contractors and material suppliers are prohibited from driving
over the curb and sidewalk. Contractors and material suppliers are required to use the rock
driveway as access to the site.
Rock Driveway Design
The rock driveway shall be constructed of CAl/CA2 Course Aggregate 1-2" rock - 6" deep per
MPCA Manual. There is a handout in the appendix from the Minnesota Pollution Control
Agency Division of Water Quality's Protecting Water Quality in Urban Areas: Best Management
Practices for Minnesota.
Erosion Control Enforcement
If the erosion control is not being maintained to the City's satisfaction, the City will withhold
additional inspections and/or the Certificate of Occupancy. Failure to install and maintain the
erosion control shall be a violation of this Code and, in addition to withholding inspections or the
Certificate of Occupancy, the City may also follow established procedures on issuing warnings
or violation summons as deemed appropriate by the City.
An erosion control fee of $250 will be charged with the issuance of the construction permit to
cover inspections costs.
11
Top of Block Inspection
v ~ ":I
The City shall require a top of block inspection. The top of block inspection fee is $75 and will
be charged with the issuance of the construction permit.
A top of block inspection shall be performed to verify garage slab elevation, top of block
elevation, and lowest rront and rear opening elevations. This inspection shall be performed prior
to the building being back filled.
Top of Block Inspection Process
. At the time a builder schedules a foundation inspection, the Building Department will inform
the consulting firm used for surveying inspections that a top of block inspection needs to be
done.
. The City's consulting firm will conduct the top of block inspection within 2 business days of
being notified by the Building Department.
. Tolerances for top of block inspections are as follows:
o 0.2 feet low
o 0.5 feet high
. The City's consulting firm will tag the site with either a pass or fail sticker.
. If the site passes inspection, work may continue on the project.
Top of block failed inspection process
. The City's consulting firm will tag site with a fail sticker and notify the Building Department
of the failure and include the reasons for the failure.
. Builder must take corrective action and call for are-inspection
. Any variations outside these tolerances will require corrective action by the Builder and may
require the original subdivision engineer to revise the development grading plan to correct
drainage issues.
. A new Certificate of Survey and Building Plans may have to be submitted
Re-inspection Fee
. The fee to re-inspect a property is $75.00. This fee must be paid prior to any further
inspections by the Building Department.
12
Survey Inspections
Final Grade Inspection
.> ~ ""
The City shall require a final grade inspection. The final grade inspection fee is $125 and will be
charged with the issuance of the construction permit.
A final grade inspection will be required prior to issuance of a Certificate of Occupancy. The
final grade inspection shall verify the lot corner elevations, breakpoints, critical areas, swales,
ponds, etc. The final grade inspection shall be performed. after the hardsurface driveway and
required trees are complete. but prior to the lot being sodded.
Final Grade Inspection Process
. At the time the builder schedules the final inspection, the building department will inform the
consulting firm used for surveying inspections that final grade inspection needs to be done.
. The City's consulting firm will conduct the final grade inspection within 2 business days of
being notified by the Building Dept.
. Tolerances for final grade inspections are as follows:
. 0.2 feet up or down where there are minimum grades for critical swales.
. The City's consulting firm will inform the building dept if the final grade inspection passes
or fails.
. If the site passes inspection, work may continue on the project.
Final grade failed inspection process
. The City's consulting firm will notify the Building Department of the failure and include the
reasons for the failure. The Building Department will then inform the builder of the failed
inspection.
. Builder must take corrective action and call for are-inspection.
. Any variations outside these tolerances will require corrective action by the Builder, and may
require the original subdivision engineer to revise the development grading plan to correct
drainage issues.
. A new certificate of survey may have to be submitted.
Re-Inspection Fee
. The fee to re-inspect a property is $125.00. The fee must be paid prior to any further
inspections by the City's consulting firm or a Certificate of Occupancy being issued for the
property.
13
Street Sweeping
,;. ;::. '\)
The City will inspect streets in active development areas to ensure they are rree of dirt and
debris.
Street Sweeping Inspection Program
Street sweeping inspections will be done on Monday and Thursday and after significant rainfall
by the City's Erosion Control Inspector. If the inspector finds that street sweeping is necessary,
he will document the areas that need sweeping and determine which lots the dirt/debris is coming
ITom. The street sweeping will be done the following day and the lots ITom which material is
being tracked or washed onto the streets will be billed for the street sweeping.
Street Sweeping Billing and Fees
The Public Works Department will bill the building permit holder for the lots trom which the
dirt/debris originated. Fees must be paid prior to a certificate of Occupancy being issued for the
site.
Street sweeping fees are $85.00 per hour, per worker/piece of equipment. There is a one-hour
minimum charge for street sweeping.
14
Waste Disposal Requirements
. Builders shall be required to store all construction waste, trash' ~d debris in on-site
dumpsters or enclosed waste storage areas. Construction waste, trash, and debris shall be
stored in a way that prevents it tram leaving its enclosure. Builders shall be responsible to
keep their entire building site clean of waste and debris and maintained in an orderly
condition.
. Dumpsters, construction materials, landscape materials, and/or construction equipment are
not permitted to be stored in the street. Violators are subject to ticketing and the removal of
the materials/equipment trom the street.
. The Building Department may not perform any further building inspections on a property
that has not maintained it waste and debris in a permitted manner.
On Site Toilet Facilities
. It is the responsibility of the general contractor on each building site to provide on site
sanitation facilities for the use of construction personnel under their supervision. The on site
sanitation unit shall be stored in an accessible location and not in the public way.
15
.; ~ '\)
Appendix
16
RESOLUTION NO. .~ VI-4
;.;/ :;- --""'<;) '">>
RESOLUTION OF SUPPORT FOR MANAGEMENT
OF END-OF-LIFE T.V. AND COMPUTER MONITOR LEGISLATION
WHEREAS, technological advances in the areas of computers and televisions
has created an inadvertent environmental problem when electronic products need to be
disposed; and
WHEREAS, this waste stream, called E-waste, includes old TV s and computer
monitors that have picture tubes or cathode ray tubes containing 2 to 8 pounds of lead per
tube; and
WHEREAS, these items contribute to lead in our water, air, and soil when
disposed with other mixed wastes, and
WHEREAS, the City of Hastings supports efforts to ensure a long-term and
sustainable system to ensure the proper management of old TV s and computers without
reliance on government-only solutions.
THEREFORE, BE IT RESOLVED that the City of Hastings supports the Solid
Waste Management Coordinating Board's legislative initiative to create a viable solution
for electronic waste before the legislative prohibition on placement of products with
cathode ray tubes (televisions and computer monitors) becomes effective on July 1,2005;
and
BE IT FURTHER RESOLVED, that legislation to solve this problem should
include provisions to require manufacturer responsibility, reliable and convenient
collection options, responsible recycling of CRTs, a mechanism to address the backlog of
CRTs, and a funding method that does not require substantial end-of-life fees.
ADOPTED BY THE CITY COUNCIL OF THE CITY OF HASTINGS,
MINNESOTA TIDS 30TH DAY OF MARCH, 2005.
Ayes:
Nays:
Absent:
Mike Werner, Mayor
ATTEST:
Melanie Mesko Lee, Assistant City Administrator
(SEAL)
Office of the
County Board
Dakota County
Administration Center
1590 Highway 55
Hastings, MN 55033
651.438.4418
Fax 651.438.4405
www.co.dakota.mn.us
...
~J
Pr:nted on recycled paper
wrth 30% post-consumer waste.
AN fQUAl OPPORTUNITY EMPlOYER
~~
"
March 15,2005
Mayor Michael Werner
City of Hastings
101 4th Street East
Hastings, MN 55033
Re: Request for Support for Management of End-of-Life TV and Computer Monitor
Legislation
Dear Mayor Werner:
I am asking you for your support on legislation to address an important environmental
issue.
The Problem. Major technology advances in TVs and computers and the approaching
deadline of conversion to digital TV broadcasting (i.e., HGTV) is providing Minnesota
households unprecedented new options in the areas of entertainment and computing.
While there are innumerable benefits to our state associated with technological advances,
there is a down side as well. When new equipment is purchased, the need to dispose of
old equipment arises. TVs and computer monitors with cathode ray tubes (CRTs), or
picture tubes, contain from 2 - 8 pounds of lead per unit, as well as other heavy metals and
contaminants that are known to impact public health and the environment when not
properly managed. These items should not be placed in the trash, but rather should be
recycled.
The Solution - Part 1. The Minnesota Legislature passed legislation in 2003 to prohibit
the disposal of TVs and computer monitors with CRTs in the mixed waste stream, effective
July 1, 2005. While the action of the Legislature in 2003 went in the right direction in terms
of protecting the environment and creating opportunities for greater levels of recycling, it
left the state in the precarious position of having a disposal ban for TVs and computer
monitors without a comprehensive infrastructure to provide convenient and affordable
recycling options for citizens. Without this infrastructure, local government will be on the
receiving end of citizen demand for drop-off and recycling options. Most local units of
government are not willing or not able to raise taxes and fees needed to create a
government response to the growing demand for electronic waste recycling services.
The Solution - Part 2. Given this situation, the Solid Waste Management Coordinating
Board (SWMCB), representing Anoka, Carver, Dakota, Hennepin, Ramsey and
Washington Counties, is working with legislators to pass legislation that requires
manufacturers of TVs and computer monitors to establish collection and recycling
programs for Minnesota households.
Request for Support. Given the importance of this issue, the SWMCB is requesting
Minnesota counties and cities join in supporting an electronics legislative initiative.
Specifically, we ask that you distribute this request and ask your council members to
consider adopting a resolution of support (model resolution attached).
Mayor Michael Werner
March 15, 2005
Page 2
"
If you have any questions, please don't hesitate to contact me or:
Lori L. C. Frekot, Environmental Initiatives Supervisor
14955 Galaxie Avenue
Apple Valley, MN 55124
Fax: 952-891-7556
Phone: 952-891-7002
E-Mail: lorLfrekot@co.dakota.mn.us
If your city decides to support this initiative, please send a copy of the resolution to the County at the
aforementioned address and we will forward it to the SWMCB. The SWMCB and Dakota County greatly
appreciate your consideration of this request.
Sincerely,
~~
Dakota County Board of Commissioners, Chair
Solid Waste Management Coordinating Board, Chair
Enclosure: Model Resolution
cc: Members, Dakota County Board of Commissioners
Members, Solid Waste Management Coordinating Board
Dave Osberg, Hastings City Administrator
Brandt Richardson, Dakota County Administrator
MEMORANDUM
VI-5
"
TO:
FROM:
DATE:
SUBJECT:
Honorable Mayor and City Councilmembers
Dave Osberg, City Administrator
March 31,1005 .
Resolution of Support for Public Dock Project
RECOMMENDED CITY COUNCIL ACTION
It is recommended that the City Council take action approving the enclosed "Resolution
of the Hastings City Council Encouraging the Approval of an Application for Department
of Army Permit to Allow for the Construction of a Public Dock in the Mississippi River."
BACKGROUND
At its meeting on Monday March 7, 2005 the City Council received a brief report on the
current status ofthe public dock permit that has been submitted to the Army Corps of
Engineers. ill order for the Army Corps of Engineers to understand the importance of
this project, and to encourage their approval, Staff has worked with the consulting
engineering on this project, to draft the attached resolution that will be forwarded to the
Army Corps of Engineers, once approved by the City Council.
L
RESOLUTION #
"
Resolution of the Hastings City Council
Encouraging the Approval of an Application for a
Department of Army Permit to
Allow for the Construction of a Public Dock
In the Mississippi River
WHEREAS, The City of Hastings has submitted an application for a Department
of Army Permit to construct a public dock in the Mississippi River; and
WHEREAS, The application was submitted to the Army Corps of Engineers on
March 19,2004; and
WHEREAS, The City of Hastings has utilized the services of a professional
engineering firm to assist with the design and location ofthe public dock, so as to assure
minimum impact to the safety of commercial and recreational boaters in the Mississippi
River, which has included consideration of a variety oflocations of the public dock; and
WHEREAS, The current proposed location of the public dock is located at the
bend of the Mississippi River which provides considerably improved visibility,
especially for those boats traveling up-river, and it will also serve as a location for boats
to congregate while waiting for the lock; and
WHEREAS, Location of a public dock in the Mississippi River in the City of
Hastings would be a significant economic and tourist benefit to the entire City, and in
particular the Historic Downtown; and
NOW THEREFORE BE IT RESOLVED BY THE CITY COUNCIL OF
THE CITY OF HASTINGS, THIS 4TH DAY OF APRIL, 2005
that the Army Corps of Engineers is hereby encouraged to approve the application for a
Department of Army Permit to Allow for Construction of a Public Dock in the
Mississippi River in the City of Hastings.
Adopted by the City Council of the City of Hastings this 4th Day of April, 2005.
Michael D. Werner
Mayor
Melanie Mesko Lee
City Clerk
-seal-
VI-6
I MEMO"RANDOM I
"
To:
From:
Date:
Re:
Mayor Werner and City Councilmembers
Melanie Mesko Lee, Assistant City Administrator
March 30, 2005
Application for Gambling Permit-Stelutec Foundation
Recommended City Council Action:
Approve the attached resolution, approving a raffle permit for the Stelutec Foundation on
July 3, 2005.
Background:
If Council should approve this application, the attached resolutions will be sent to the
Minnesota Lawful Gambling Board, showing the City's approval.
Should you have any concerns or questions, please do not hesitate to contact me.
CITY OF HASTINGS
DAKOTA COUNTY, MINNESOTA c ~ ~
RESOLUTION NO. 04- -05
EXTRACT OF MINUTES OF A MEETING
OF THE CITY COUNCIL OF THE CITY OF HASTINGS, MINNESOTA
HELD: APRIL 4, 2005
Pursuant to due call and notice thereof, a regular meeting of the City Council of the
City of Hastings, Dakota and Washington Counties, Minnesota, was duly held at the City
Hall in said City on the 4th of April, 2005 at 7:00 o'clock p.m. for the purpose in part of
authorizing Resolution No. 04- -05, approving ap~lication by The Stelutec Foundation to
conduct a raffle on July 3, 2005 at 1468 West 14t Street.
The following Councilmembers were present:
And the following Councilmembers were absent:
Councilmember
moved its adoption:
introduced the following resolution and
RESOLUTION NO. 04- -05 . "
RESOLUTION APPROVING THE APPLICATION BY
THE STELUTEC FOUNDATION TO CONDUCT A RAFFLE
WHEREAS, The Stelutec Foundation has presented an application to the City of Hastings
to conduct a raffle on July 3, 2005 at the 1468 West 14th Street in Hastings; and
WHEREAS, the Minnesota Lawful Gambling Board requires a Resolution be passed
to approve the request; and
WHEREAS, the application for an Exempt Permit Gambling license has been
presented; and
WHEREAS, the Stelutec Foundation has paid the required fees.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Hastings
that the Mayor and City Clerk are authorized and directed to sign this resolution and
forward to the Minnesota Department of Gaming, Gambling Control Division, showing the
approval of this application for an Exemption from Lawful Gambling License.
The motion for the adoption of the foregoing resolution was duly seconded by
Councilmember and, after full discussion thereof and upon vote
being taken thereon, the following voted in favor thereof:
and the following voted against the same:
Whereupon said resolution was declared duly passed and adopted on the 4th day of
April 2005.
Michael D. Werner, Mayor
ATTEST:
Melanie Mesko Lee, Assistant City Administrator/City Clerk
(SEAL)
VI-7
Hastings Parks and Recreation Department
920 W. 10th Street' ' "
Hastings, MN 55033
Phone 651-480-6175 Fax 651-437-5396
www.ci.hastings.mn.us
Date:
3/30/05
To:
Honorable Mayor and City Council Members
From:
Barry Bernstein, Parks and Recreation Director
Subject:
Renewal ofNRRC Term
Background Information:
Mike Brown who just completed his second term on the NRRC would like to continue
serving on the Natural Recreation and Resources Commission. This would be his third
consecutive term.
I am asking for the City Council to grant Mr. Brown his third consecutive NRRC term.
Council Action Requested:
1. Approve the continuation ofNRRC membership
2. Not to approve his NRRC membership
3. Send back to committee for further discussion
REF: City CounciVmemo mike brown renewal NRRC 2005
3-29-05
VI-8
To:
From:
Re:
Cc:
Mayor and City Council Members
Darbie A.D. Johnson
Account Management HFAC
Char Stark
Council Action Requested:
2005 fund distribution-Hastings Family Aquatic Center
Back2round Information
After reviewing the 2005 budget for the Hastings Family Aquatic Center, I would like to
request distribution of approved dollars from one account to two other accounts. After
early inspection of equipment and tools at the Hastings Family Aquatic Center, we will
need to purchase less from one account and more from two other accounts. I would like
to request the following change.
. Account number: 201-401-4102-6221 - Approved $500.00 to subtract $200.00 to
o $100.00 to account number 201-401-4102-6228 - construction materials
o $100.00 to account number 201-401-4102-6240 - small tools
Thank you and if you have any questions, please contact me at 651-480-6179 or
dj ohnson@ci.hastings.mn.us.
MEMO
TO:
FROM:
RE:
DATE:
Honorable Mayor and City Council members
Charlene A. Stark, Interim Finance Director
2005 Budget adjustment
March 29, 2005
-
~,
The City Council is asked to authorize the following budgeted 2005 budget adjustment:
$8,950.00
increase Vehicle Fire & Rescue Call revenue line for the revenue
collected due to the propane truck rollover on Hwy 316. 213-210-
21 00-5423
$8,950.00
increase the overtime budget line item to cover the labor costs
associated with this rollover. 213-210-2100-6102
Council Action Reauested
Authorize the above 2005 budget adjustments.
MEMO
VI-9
TO:
FROM:
RE:
DATE:
Honorable Mayor and City Council members
Charlene A. Stark, Interim Finance Director
Accounts Receivable Writeoff
March 29, 2005
The City Council is asked to authorize writing off the following accounts receivable
accounts:
$304.00
AAA Sewer & Water Service-street opening permit and water
tanker fill
$ 94.00
$ 94.00
Diane Anderson-Re-inspection fee
Butch Chapin-Re-inspection fee
These accounts were turned over to a collection agency in August of 2004. The Agency
has returned them back to us as uncollectible.
Council Action:
Authorized the writing off of these three accounts in the total amount of $492.00.
VI-tO
"
To:
From:
Date:
Re:
Mayor Werner and City Councilmembers
Melanie Mesko Lee, Assistant City Administrator
March 30, 2005
Liquor License Amendment and Dance License Request for July 16,
2005 for Papa Charrito's
Reauested Action
A motion to approve the attached resolution approving a request to amend the liquor
license of Papa Charrito's and issue a dance permit for July 16, 2005 contingent upon
all requirements being met.
Backaround
Attached is a request from Philip Biermaier, President of Papa Charrito's, for an
amendment to Papa Charritos' liquor licenses and a dance permit for Saturday, July 16,
2005 during Rivertown Days. The amendment is to allow the sale of liquor in a
temporary site (in this case a tent), on the same property adjacent to the permanent
structure.
The tent is also the location of the dance, and no alcohol will be allowed outside of
either the permanent or temporary site. Mr. Biermaier has provided a drawing of the
site as well as Proof of Insurance from his insurance agent for the temporary liquor
sales. Mr. Biermaier will work with both the Fire and Police Departments for final
approval of safety issues. Mr. Biermaier still needs to remit the $5.00 City fee for this
request.
Should this request be approved, the request will be part of the Papa Charrito's liquor
license file and notification will be sent to the State Liquor Control Board.
CITY OF HASTINGS
DAKOTA COUNTY, MINNESOTA c. "
RESOLUTION NO. 04- -05
RESOLUTION APPROVING LIQUOR LICENSE AMENDMENT AND
DANCE LICENSE FOR PAPA CHARRITO'S
WHEREAS, Mr. Phillip Biermaier has presented application to the City of
Hastings to amend the liquor license and authorize a dance license at Papa Charrito's
on July 16 2005, and
WHEREAS, a written request has been submitted; and
WHEREAS, Mr. Biermaier has presented the City with a site plan as well as
Proof of Insurance of the temporary liquor sales and will work with the City's Fire and
Police Departments for final approval
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of
Hastings that the Mayor and Administrative Assistant/City Clerk are authorized and
directed to sign this resolution amending the liquor license and issuing a dance permit
at Papa Charrito's on July 16, 2005, contingent upon all requirements being met.
ADOPTED BY THE CITY COUNCIL OF THE CITY OF HASTINGS THIS 4th
DAY OF APRIL, 2005.
Ayes:
Nays:
Absent:
Michael D. Werner, Mayor
Melanie Mesko Lee, City Clerk
(SEAL)
VI-tt
MEMO
"
To:
From:
Date:
Re:
Honorable Mayor and City Council
Tom Montgomery
March 30, 2005
Authorize Purchase of Sanitary Sewer Service Televising Equipment
Staff is requesting authorization to spend approximately $9,000 to purchase
televising equipment for investigating sanitary sewer service lines. The neighborhood
meetings for the proposed 2005 street and utility improvement program generated
comments from a few property owners about problems they have had with their sewer
service lines. These service lines should be televised to determine if a structural problem
exists with the sewer service lines, prior to reconstructing the street.
Outside vendors will charge from $150 and up for televising service lines. Staff is
proposing to purchase equipment and televise the questionable service lines for this
project and future projects. This equipment will also aid Utility crews in identifying
problems with blocked service lines and whether repairs need to extend to areas under the
street.
The 2005 Wastewater budget included $49,500 to purchase sanitary sewer main
line televising equipment. However, our plans to mount this equipment in an existing
van fell through (the van is too small for the size and weight of the equipment) and we
underestimated the cost of the monitoring and recording equipment needed. Staffis
recommending that the proposed $9,000 sewer service line televising equipment be
purchased using the funds budgeted for the sanitary sewer main line equipment, and that
the remaining funds be placed into the Wastewater ERF fund. The Public Works
Department will request the remaining funds needed for purchase of a van and recording
equipment in the 2006 Wastewater Budget request.
COUNCIL ACTION REQUESTED
Council is requested to authorize purchase of a $9,000 sanitary sewer service
televising system to be purchased using the funds budgeted for a main line sewer
televising system, and to transfer the remaining funds budgeted to the Wastewater ERF.
-
CITY OF HASTINEiS
VI-12
MEMO
"
To:
From:
Date:
Re:
Honorable Mayor and City Council
Tom Montgomery
March 31, 2005
Authorize Use of Consultant to Prepare Salt Shed Plans and Specifications
Council is requested to authorize contracting with TKDA Consulting Engineers to
prepare plans and specifications for the construction of a salt shed at the Public Works
Garage. TKDA has prepared the master plan for the proposed Public Works Garage
expansion and is currently working on a similar salt shed for White Bear Lake Township.
The design and inspections services are estimated to cost approximately $12,000.
-
CITY OF HASTIN6S
,
,
Request For Payment
Date: March 29, 2005
Project: Westwood Area Reconstruction
Contractor: Three Rivers Construction
Request Number: 7
Payment Period: 3/1/2005 - 3/31/2005
ITEM
VI-I3
ORIGINAL BID COMPLETED
I This Period II To Date ]
Unit II Quantity II Unit Price I I Quantity II Amount II Quantity II Amount J
.~"'~~~
CLEARING (TREE) TREE 15 $618.00 0 $0.00 23 $14,214.00
GRUBBING (TREE) TREE 15 $103.00 0 $0.00 10 $1,030.00
REMOVE CONC CURB AND GUTTER LF 250 $2.00 0 $0.00 49 $98.00
REMOVE BIT CURB LF 500 $1.00 0 $0.00 3711 $3,711.00
REMOVE CONC SIDEWALK/DRIVEWAY SY 3625 $1.00 0 $0.00 628.88 $628.88
MILL BIT PAVT SY 42100 $1.27 0 $0.00 40945 $52,000.15
TRANSPORT MILLINGS CY 1500 $4.50 0 $0.00 726 $3,267.00
REMOVE BIT PAVT SY 2500 $1.00 0 $0.00 570.11 $570.11
COMMON EXC (EV) CY 15710 $4.00 0 $0.00 3692 $14,768.00
SUBGRADE EXC (EV) CY 3850 $4.00 0 $0.00 325 $1,300.00
TOPSOIL BORROW (LV) CY 5950 $6.57 0 $0.00 689 $4,526.73
GRANULAR BORROW (LV) CY 5100 $6.30 33.4 $210.42 33.4 $210.42
AGG BASE CL 5 TON 18450 $7.55 0 $0.00 15193.19 $114,708.58
BIT MATERIAL FOR TACK COAT GAL 1950 $1.29 0 $0.00 2400 $3,096.00
BIT WEAR COURSE (LV 4) DRIVEWAY SY 2250 $13.13 -74.95 ($984.09) 572.25 ,: $7,513.64
v
BIT WEAR COURSE (MV 3) STREET TON 4450 $29.77 0 $0.00 4180.74 ~124,460.63
~
BIT NON WEAR COURSE (MV 3) STREET TON 4900 $28.58 0 $0.00 4696.57 $134,227.97
CONC CURB AND GUTTER B618 LF 23200 $7.88 0 $0.00 20302 $159,979.76
ADJUST EX FRAME AND RING CASTINGS EA 5 $314.25 3 $942.75 5 $1,571.25
ADJUST EX GV BOX EA 6 $138.33 3 $414.99 7 $968.31
'4" CONC WALK SF 400 $3.25 0 $0.00 152.82 $496.67
6" CONC DRIVEWAY PAVT (SY) SY 6175 $29.72 -6.79 ($201.80) 3461.45 $102,874.29
SILT FENCE LF 100 $4.12 200 $824.00 200 $824.00
---- _....'."If'-~-,...~~..
Page 1 of 6
I ,
-
ITEM ORIGINAL BID COMPLETED
I This Period II To Date J
Unit II Quantity II Unit Price I I Quantity II Amount II Quantity II Amount ]
^--. -~~~'.'-~'~''''''''''~ . .....,..~ _. ";;,w
INLET PROTECTION (FILTER AGG) EA 61 $100.00 23 $2,300.00 30 $3,000.00
EROSION CONTROL LS $2,575.00 0.3 $772.50 0.8 $2,060.00
SOD SY 40950 $2.71 -714.75 ($1,936.97) 13580.25 $36,802.48
SEED LB 10 $103.00 8 $824.00 8 $824.00
CONNECT TO EX MH EA 2 $1,314.13 0 $0.00 2 $2,628.26
CONNECT TO EX SAN SEWER EA 4 $589.88 3 $1,769.64 8 $4,719.04
4" ON 8" PVC WYE EA 170 $29.16 0 $0.00 161 $4,694.76
4" ON 10" PVC WYE EA 43 $69.96 0 $0.00 36 $2,518.56
4" PVC SDR 26 (FOR SERVICES) LF 6900 $11.07 0 $0.00 3841.5 $42,525.41
FILL AND ABANDON EX SAN SEWERlFORCEMAIN LF 1440 $1.79 1768 $3,164.72 1768 $3,164.72
6" DIP CL 52 FORCEMAIN WI FITTINGS LF 40 $35.15 0 $0.00 97.1 $3,413.07
8" PVC PIPE SEWER SDR 35 (0-10' DEPTH) LF 2300 $15.20 0 $0.00 3531 $53,671.20
8" PVC PIPE SEWER SDR 35 (10-12' DEPTH) LF 3600 $16.80 0 $0.00 2923 $49,106.40
8" PVC PIPE SEWER SDR 35 (12-14' DEPTH) LF 3090 $18.95 0 $0.00 1769 $33,522.55
8" PVC PIPE SEWER SDR 35 (14-16' DEPTH) LF 280 $23.95 0 $0.00 70 $1,676.50
8" OUTSIDE DROP LF 5 $240.69 0 $0.00 10.1 $2,430.97
8" DIP SAN SEWER (ALL DEPTHS) LF 20 $38.60 0 $0.00 40 $1,544.00
10" PVC PIPE SEWER SDR 35 (0-10' DEPTH) LF 450 $16.86 0 $0.00 220 $3,709.20
10" PVC PIPE SEWER SDR 35 (10'-12' DEPTH) LF 550 $18.47 0 $0.00 469 $8,662.43
10" PVC PIPE SEWER SDR 35 (12'-14' DEPTH) LF 1070 $20.61 0 $0.00 1115 $22,980.15
10" PVC PIPE SEWER SDR 35 (14'-16' DEPTH) LF 90 $30.61 0 $0.00 90 $2,754.90
10" PVC PIPE SEWER SDR 35 (16'-18' DEPTH) LF 10 $30.61 0 $0.00 10 $306.10
2" THICK 4' X 8' INSULATION SHEET SHEET 190 $32.71 13 $425.23 29 $948.59
REMOVE EX SSMH EA 46 $300.00 0 $0.00 35 " $10,500.00
.
48" DIA SSMH EA 47 $1,750.37 0 $0.00 42 .1$73,515.54
EXTRA DEPTH MH OVER 10' LF 142 $88.16 0 $0.00 84.65 $7,462.74
TELEVISE SAN SEWER 11400 $0.62 0 $0.00 6107.1 $3,786.40
CONNECT TO EX WM EA 7 $699.38 1 $699.38 7 $4,895.66
REMOVE EX HYD AND GV EA 20 $150.00 2 $300.00 19 $2,850.00
REMOVE EX GV EA 27 $100.00 2 $200.00 20 $2,000.00
REMOVE EX WM LF 9640 $2.00 0 $0.00 10317 $20,634.00
6" DIP CL 52 WI FITTINGS LF 340 $20.40 0 $0.00 152.7 $3,115.08
~ ~~f,__",,"""A_,__~
Page 2 of 6
ITEM ORIGINAL BID COMPLETED
I This Period II To Date ]
Unit II Quantity II Unit Price I I Quantity II Amount II Quantity II Amount ]
-->>_._~,~ ,"""'~
8" DIP CL 52 WI FITTINGS LF 11655 $21.60 0 $0.00 10715 $231,444.00
8" GV AND BOX EA 23 $791.10 0 $0.00 28 $22,150.80
8" LIVE TAP ON EX 12" WM EA 2 $2,106.08 0 $0.00 $2,106.08
1" TYPE K COPPER WI FITTINGS LF 6470 $12.34 0 $0.00 5702.7 $70,371.32
1" CORP STOP EA 209 $26.13 0 $0.00 200 $5,226.00
ABANDON EX CURB STOP BOX EA 27 $300.00 10 $3,000.00 10 $3,000.00
1" CURB STOP AND BOX EA 176 $65.72 0 $0.00 200 $13,144.00
CURB STOP COVER CASTING EA 11 $158.17 0 $0.00 7 $1,107.19
HYD 7.5' BURY WI GV EA 20 $2,370.20 0 $0.00 17 $40,293.40
6" HYD EXTENSION EA 6 $326.97 0 $0.00 1 $326.97
REMOVE EX STORM SEWER LF 5350 $5.00 0 $0.00 4242.5 $21,212.50
15" RCP DES 3006 CL III LF 1634 $30.63 35 $1,072.05 1573 $48,180.99
18" RCP DES 3006 CL III LF 1244 $32.65 10 $326.50 1334 $43,555.10
21" RCP DES 3006 CL III WI BENDS LF 66 $34.48 8 $275.84 60 $2,068.80
24" RCP DES 3006 CL III LF 520 $30.68 0 $0.00 523 $16,045.64
30" RCP DES 3006 CL III LF 270 $41.70 0 $0.00 269 $11,217.30
36" RCP DES 3006 CL III WI BENDS LF 415 $57.91 0 $0.00 410 $23,743.10
26-5/8" X 43-3/4" RCP ARCH PIPE LF 420 $73.45 0 $0.00 354 $26,001.30
36" X 58-1/2" RCP ARCH PIPE WI BENDS LF 360 $104.33 0 $0.00 401 $41,836.33
45" X 73" RCP ARCH PIPE CL III WI BENDS LF 360 $139.82 0 $0.00 240 $33,556.80
54" X 88/1 RCP ARCH PIPE CL 1/1 LF 1300 $160.00 0 $0.00 1302 $208,320.00
62" X 102" RCP ARCH PIPE CL III LF 290 $222.00 0 $0.00 208 $46,176.00
REMOVE EX DRAINAGE STRUCTURE EA 63 $300.00 0 $0.00 53 $15,900.00
CONST DOUBLE BUNCHED CATCH BASINS EA 14 $2,409.90 0 $0.00 11 ",26,508.90
~
CONST TRIPLE BUNCHED CATCH BASINS EA 4 $3,682.04 0 $0.00 4 "'$14,728.16
CONST DRAINAGE STRUCTURE DES 4020-48 EA 29 $1,568.60 0 $0.00 31 $48,626.60
CONST DRAINAGE STRUCTURE DES 4020-60 EA 6 $2,282.31 0 $0.00 6 $13,693.86
CONST DRAINAGE STRUCTURE DES 4020-66 EA 1 $2,658.77 0 $0.00 $2,658.77
CONST DRAINAGE STRUCTURE DES 4020-72 EA 4 $2,749.32 0 $0.00 4 $10,997.28
CONST DRAINAGE STRUCTURE 4020-78 EA $3,625.32 0 $0.00 $3,625.32
CONST DRAINAGE STRUCTURE DES 4020-96 EA $5,409.27 0 $0.00 2 $10,818.54
CONST DRAINAGE STRUCTURE 4020-102 EA 4 $5,525.06 0 $0.00 2 $11,050.12
.,..",.~.-...>-"",,,,,,,. ...."._.'"'-,.::;~-~..;.::;.;~
Page 3 of 6
I ,
ITEM ORIGINAL BID COMPLETED
I This Period II To Date ]
Unit II Quantity II Unit Price I I Quantity II Amount II Quantity II Amount ]
_. ' _ u .' __~__....~
CONST DRAINAGE STRUCTURE 4020-120 EA 7 $10,279.05 0 $0.00 6 $61,674.30
CONST SPECIAL DRAINAGE STRUCTURE #1 LS $34,712.17 0 $0.00 $34,712.17
CONST SPECIAL DRAINAGE STRUCTURE #2 LS $46,234.00 0 $0.00 $46,234.00
CONST SPECIAL DRAINAGE STRUCTURE #3 LS 1 $44,168.46 0 $0.00 $44,168.46
CONST HEADWALL STRUCTURE LS 1 $44,407.96 0 $0.00 $44,407.96
OUTLET FLAP GATE (STEEL) LS 1 $26,294.50 0 $0.00 $26,294.50
RIPRAP (ALL SIZES) (LS) LS 50 $33.62 74.6 $2,508.05 74.6 $2,508.05
GEOTEXTILE FILTER MATERIAL TYPE IV SY 200 $1.60 67 $107.20 67 $107.20
TRAFFIC CONTROL LS $5,047.00 0.3 $1,514.10 0.8 $4,037.60
Subtotal $18,528.51 $2,497,303.51
c
"
.
.
a
"
-_"".",~~""-....~.",,,">t:.,,,",,~~;~
Page 4 of 6
I
I
CITY OF HASTINGS
Westwood Area Reconstruction
Payment Summary
3/1/2005 through 3/31/2005
This Period II Total To Date
PROJECTS:
Maple St, Oak St, Walnut St, Forest 5t, 19th St.
$18,528.51 $2,497,303.51
TOTAL WORK COMPLETED TO DATE:
$18,528.51 $2,497,303.51
,
l'ti
.
v'
"
--,..----"..-'." w-~...~;:~J;.:;..i.:;.~;;:ii<:
Page 5 of 6
I
I
City of Hastings
Westwood Area Reconstruction
Application for Payment Number: 7
Period Ending: 3/31/2005
Contractor: Three Rivers Construction
15001 Hudson Road POBox 206
Lakeland. MN 55043
contracto~ Ec.o__
Engineer ~
D~tr.._ I
~_2~~S
Date
Approved by
Owner
Date
PAYMENT SUMMARY:
Pay Est. # Period Retainage Payment
1 5/1/2004 - 6/30/2004 $0.00 $161,383.48
2 7/1/2004 - 7/30/2004 $0.00 $748,059.19
3 8/1/2004 - 8/31/2004 $0.00 $540,787.88
4 9/1/2004 - 9/30/2004 $2,103.54 $172,605.91
5 10/1/2004 - 10/3112004 $22,648.41 $430,319.79
6 11/1/2004 - 11/30/2004 $20,043.34 $380,823.45
7 3/1/2005 - 3/31/2005 $926.43 $17,602.08
TOTALS TO DATE: $45,721.72 $2,451,581.78
(,
Total Completed To Date $2,497,303.51 f..' #
.
~
Less Retainage: $45,721.72 .-
Less Previous Payment: $2,433,979.70
Total Amount Due: $17.602.0'
-~.=i_~_._"._~.~~
Page 6 of 6
I
I
Request For Payment
Date: March 29,2005 VI-14
Project: Riverwood South Oaks
Contractor: Contractor1s Edge
Request Number: 13
Payment Period: 3/1/2005 - 3/31/2005
ITEM ORIGINAL BID COMPLETED
I This Period II To Date
Unit II Quantity II Unit Price I I Quantity II Amount II Quantity II Amount
--;;.w~
REMOVE CONC CURB AND GUTTER LF 200 $5.10 0 $0.00 32 $163.20
REMOVE BIT PAVT SY 3160 $4.08 0 $0.00 63 $257.04
SAW BIT PAVT (FULL DEPTH) LF 1100 $3.06 0 $0.00 67 $205.02
COMMON EXC (TRAIlJWALKlBOX CULVERTS) (EV) CY 3225 $5.10 0 $0.00 960 $4,896.00
SUBGRADE PREP RS 89.2 $128.52 0 $0.00 29.25 $3,759.21
AGG BASE CL 5 (STREET) TON 25045 $7.55 0 $0.00 14038.23 $105,988.64
AGG BASE CL 5 (TRAIL) TON 1175 $9.54 0 $0.00 523 $4,989.42
BIT MATERIAL FOR TACK COAT GAL 2275 $1.53 0 $0.00 636.2 $973.39
BIT WEAR COURSE (MV 3) STREET TON 5125 $30.40 0 $0.00 1593.07 $48,429.33
BIT WEAR COURSE (LV 4) TRAIL TON 515 $39.27 0 $0.00 229.88 $9,027.39
BIT NON WEAR COURSE (MV 3) STREET TON 7570 $29.33 0 $0.00 4075.15 $119,524.15
BIT NON WEAR COURSE (LV 3) TRAIL TON 515 $37.33 0 $0.00 248.34 $9,270.53
CONC CURB AND GUTTER B618 LF 18125 $7.24 488 $3,533.12 6011 $43,519.64
12" MH RISER 48" DIA EA 3 $291.77 0 $0.00 $291.77
36" MH RISER 48" DIA EA 3 $441.13 0 $0.00 3 ,:;. $1,323.39
48" MH RISER 48" DIA EA $472.03 $0.00 .
2 0 c $472.03
d
ADJUST FRAME & RING CASTINGS EA 16 $311.71 0 $0.00 14 $4,363.94
ADJUST GV EA 6 $311.71 0 $0.00 18 $5,610.78
4" CONC WALK SF 27550 $2.45 12875 $31,543.75 12875 $31,543.75
6" CONC DRIVEWAY PVMT (SY) SY 2720 $30.09 562.19 $16,916.30 562.19 $16,916.30
. CHIMNEY SEAL EA 64 $223.35 0 $0.00 14 $3,126.90
INLET PROTECTION (FILTER AGG) EA 72 $77.00 0 $0.00 2 $154.00
EROSION CONTROL LS $4,000.12 0 $0.00 0.5 $2,000.06
-_....,~-~.........~~..'!.II"~~~
Page 1 of 14
I ,
ITEM ORIGINAL BID COMPLETED
I This Period II To Date I
Unit II Quantity II Unit Price I I Quantity II Amount II Quantity II Amount 1
-"~~~"--~~~~' - .i<t~. '\a=-..,-."...,-, -'
SOD SY 11230 $1.73 0 $0.00 4014 $6,944.22
SEED LB 767 $2.81 0 $0.00 112 $314.72
MULCH TON 30.85 $204.01 0 $0.00 5.24 $1,069.01
FERTILIZER TON 2.03 $500.01 0 $0.00 0.28 $140.00
CONNECT TO EX MH EA 8 $1.042.94 0 $0.00 10 $10,429.40
CONNECT TO EX WYE EA 19 $412.92 0 $0.00 6 $2,477.52
4" X S" PVC WYE EA 134 $39.87 0 $0.00 6 $239.22
4" X 6" PVC WYE EA 13 $39.09 0 $0.00 7 $273.63
4" PVC SDR 26 (FOR SERVICES) LF 7790 $7.00 0 $0.00 795 $5,565.00
S" PVC PIPE SEWER SDR 35 (0-10' DEPTH) LF 1765 $13.23 0 $0.00 132 $1,746.36
S" PVC PIPE SEWER SDR 35 (10-12' DEPTH) LF 1974 $14.57 0 $0.00 299 $4,356.43
S" PVC PIPE SEWER SDR 35 (12-14' DEPTH) LF 2256 $15.35 0 $0.00 228 $3,499.80
S" PVC PIPE SEWER SDR 35 (14-16' DEPTH) LF 555 $23.52 0 $0.00 207 $4,868.64
S" PVC PIPE SEWER SDR 35 (16-1S' DEPTH) LF 99 $69.13 0 $0.00 23 $1,589.99
S" OUTSIDE DROP LF 18.2 $285.40 0 $0.00 15 $4,281.00
S" DIP SAN SEWER LF 20 $36.62 0 $0.00 20 $732.40
4S" DIA MH EA 35 $1.506.97 0 $0.00 3 $4,520.91
SALVAGE CONE SECTION EA 9 $214.52 0 $0.00 5 $1,072.60
24" MH SECTION 4S" DIA EA 1 $103.23 0 $0.00 2 $206.46
36" MH SECTION 4S" DIA EA 1 $429.04 0 $0.00 $429.04
CONNECT TO EX WM EA 12 $412.92 0 $0.00 7 $2,890.44
SALVAGE EX HYD EA 3 $412.92 0 $0.00 2 $825.84
S" LIVE TAP ON EX 14" WM EA 3 $1,821.39 0 $0.00 2 " $3,642.78
6" DIP CL 52 WI FITTINGS LF 738 $27.77 0 $0.00 529 )14,690.33
-
S" DIP CL 52 WI FITTINGS LF 6565 $20.20 0 $0.00 3087 d $62,357.40
6" GV AND BOX EA 27 $666.67 0 $0.00 10 $6,666.70
S" GV AND BOX EA 16 $855.34 0 $0.00 3 $2,566.02
1" CORP STOP EA 202 $72.75 0 $0.00 27 $1,964.25
1" TYPE K COPPER LF 9440 $7.61 0 $0.00 1383 $10,524.63
1" CURB STOP AND BOX EA 202 $61.23 0 $0.00 27 $1,653.21
INSTALL SALVAGED HYDRANT EA 3 $928.84 0 $0.00 2 $1,857.68
6" HYD S'-O" BURY EA 19 $1,691.59 0 $0.00 4 $6,766.36
"-'--'--~ ~'-~-'~"'""~f"~"'';';"'t.:!.k~':'':':
Page 2 of 14
ITEM ORIGINAL BID COMPLETED
I This Period II To Date ]
Unit II Quantity II Unit Price I I Quantity II Amount II Quantity II Amount ]
~, '-""1~
8' X 5' PRECAST CONC BOX CULVERT LF 182 $282.35 0 $0.00 182 $51,387.70
10' X 5' PRECAST CONC BOX CULVERT LF 282 $329.62 0 $0.00 264 $87,019.68
8' X 5' PRECAST CONC BOX CULVERT (150 END SECT I EA 4 $4,095.13 0 $0.00 4 $16,380.52
10' X 5' PRECAST CONC BOX CULVERT (150 END SECT EA 6 $3,707.12 0 $0.00 6 $22,242.72
CONNECT TO EX STORM SEWER EA 4 $464.53 0 $0.00 3 $1,393.59
REMOVE FES EA 2 $206.46 0 $0.00 2 $412.92
15" RCP APRON CL III W/TRASHGUARD EA 4 $489.92 o . $0.00 3 $1,469.76
30" RCP APRON CL III W/TRASHGUARD EA 2 $961.29 0 $0.00 2 $1,922.58
30" X 30" TEE SECTION RCP CL III EA 1 $670.46 0 $0.00 1 $670.46
12" RCP DES 3006 CL III LF 956 $18.23 0 $0.00 145 $2,643.35
15" RCP DES 3006 CL III LF 2717 $19.39 0 $0.00 931 $18,052.09
24" RCP DES 3006 CL III LF 913 $25.18 0 $0.00 257 $6,471.26
30" RCP DES 3006 CL III LF 260 $39.67 0 $0.00 301 $11,940.67
42" RCP DES 3006 CL III LF 420 $67.64 0 $0.00 230 $15,557.20
48" RCP DES 3006 CL III LF 50 $87.83 0 $0.00 127 $11,154.41
INSTALL SALVAGED RCP LF 24 $20.65 0 $0.00 6 $123.90
CaNST DRAINAGE STRUCTURE DES 24"X36" EA 43 $822.60 0 $0.00 9 $7,403.40
CaNST DRAINAGE STRUCTURE 4020 27" DrA (DESIGN EA 7 $578.48 0 $0.00 1 $578.48
CaNST DRAINAGE STRUCTURE DES 4020-48 EA 19 $1,523.61 0 $0.00 2 $3,047.22
CaNST DRAINAGE STRUCTURE DES 4020-54 EA 3 $1,700.57 0 $0.00 4 $6,802.28
CaNST DRAINAGE STRUCTURE DES 4020-60 EA 3 $2,174.38 0 $0.00 2 $4,348.76
CaNST DRAINAGE STRUCTURE DES 4020-72 EA 5 $2,253.90 0 $0.00 5 $11,269.50
CaNST DRAINAGE STRUCTURE DES 4020-96 EA $3,836.70 0 $0.00 2 $7,673.40
c
RIPRAP CL III TON 175 $50.45 0 $0.00 68.2 ",'$3,440.69
-
GEOTEXTILE FILTER MATERIAL TYPE IV SY 637 $1.02 0 $0.00 386 4 $393.72
11/2" CORP STOP EA 10 $275.00 0 $0.00 $275.00
1 1/2" CURB STOP AND BOX EA 10 $275.00 0 $0.00 1 $275.00
11/2" TYPE K COPPER LF 500 $13.67 0 $0.00 36 $492.12
2" THICK 4' X 8' INSULATION SHEET SHEET 25 $46.00 0 $0.00 2 $92.00
INSTALL PRIVATE UTILITY CONDUIT LF 5500 $4.88 0 $0.00 3560 $17,372.80
Subtotal $51,993.17 $900,275.04
","'--'..~,..~'"- ~'..,..,,;::~
Page 3 of 14
~~
ORIGINAL BID
COMPLETED
I This Period II To Date ]
I Quantity II Amount II Quantity II Amount ]
ITEM
Unit II Quantity II Unit Price I
~-.,_",~~,,'~',"--'--- ~ ....~ .. <,p .,---.'''''!;......
~.ff': 7;;:y," "' ..
~M1;~~.t,!~gl(ilvH!Jil . , .,,'
REMOVE CONC CURB AND GUTTER LF 200 $5.10 0 $0.00 105 $535.50
REMOVE BIT PAVT SY 3160 $4.08 0 $0.00 720 $2,937.60
SAW BIT PAVT (FULL DEPTH) LF 1100 $3.06 0 $0.00 51 $156.06
COMMON EXC (TRAIL/WALK/BOX CULVERTS) (EV) CY 3225 $5.10 0 $0.00 1045 $5,329.50
SUBGRADE PREP RS 89.2 $128.52 0 $0.00 21.6 $2,776.03
AGG BASE CL 5 (TRAIL) TON 1175 $9.54 0 $0.00 367.84 $3,509.19
AGG BASE CL 5 (WALK) TON 1230 $10.56 0 $0.00 788.79 $8,329.62
BIT MATERIAL FOR TACK COAT GAL 2275 $1.53 0 $0.00 755 $1,155.15
BIT WEAR COURSE (MV 3) STREET TON 5125 $30.40 0 $0.00 1800.34 $54,730.34
BIT WEAR COURSE (LV 4) TRAIL TON 515 $39.27 0 $0.00 148.65 $5,837.49
BIT NON WEAR COURSE (MV 3) STREET TON 7570 $29.33 0 $0.00 2713.22 $79,578.74
BIT NON WEAR COURSE (LV 3) TRAIL TON 515 $37.33 0 $0.00 192.1 $7,171.09
CONC CURB AND GUTTER B618 LF 18125 $7.24 828 $5,994.72 4828 $34,954.72
ADJUST FRAME & RING CASTINGS EA 16 $311.71 0 $0.00 24 $7,481.04
ADJUST GV EA 6 $311.71 0 $0.00 14 $4,363.94
4" CONC WALK SF 27550 $2.45 76 $186.20 7751 $18,989.95
6" CONC DRIVEWAY PVMT (SY) SY 2720 $30.09 -365.27 ($10,990.97) 597.92 $17,991.41
. CHIMNEY SEAL EA 64 $223.35 0 $0.00 24 $5,360.40
SILT FENCE LF 1850 $2.04 0 $0.00 90 $183.60
SOD SY 11230 $1.73 -187.5 ($324.38) 3562.5 $6,163.13
SEED LB 767 $2.81 0 $0.00 18 $50.58
MULCH TON 30.85 $204.01 0 $0.00 0.36 < $73.44
0.,
FERTILIZER TON 2.03 $500.01 0 $0.00 0.05 . $25.00
c
d
CONNECT TO EX MH EA 8 $1,042.94 0 $0.00 $1,042.94
CONNECT TO EX SAN SEWER EA 11 $412.92 0 $0.00 $412.92
4" X 8" PVC WYE EA 134 $39.87 0 $0.00 47 $1,873.89
4" PVC SDR 26 (FOR SERVICES) LF 7790 $7.00 0 $0.00 1672 $11,704.00
.8" PVC PIPE SEWER SDR 35 (0-10' DEPTH) LF 1765 $13.23 0 $0.00 749 $9,909.27
8" PVC PIPE SEWER SDR 35 (10-12' DEPTH) LF 1974 $14.57 0 $0.00 274 $3,992.18
8" PVCPIPE SEWER SDR 35 (12-14' DEPTH) LF 2256 $15.35 0 $0.00 499 $7,659.65
8" OUTSIDE DROP LF 18.2 $285.40 0 $0.00 3.4 $970.36
-----"'-"",,- rl_~:'~
Page 4 of 14
, ,
ITEM ORIGINAL BID COMPLETED
I This Period II To Date J
Unit II Quantity II Unit Price I I Quantity II Amount II Quantity II Amount J
>~...'" >..."'._...._..,..."'~ ,.._~
8" DIP SAN SEWER LF 20 $36.62 0 $0.00 20 $732.40
48" DIA MH EA 35 $1,506.97 0 $0.00 8 $12,055.76
TELEVISE SAN SEWER PIPE LF 6649 $0.46 0 $0.00 2941.4 $1,353.04
SALVAGE CONE SECTION EA 9 $214.52 0 $0.00 $214.52
CONNECT TO EX WM EA 12 $412.92 0 $0.00 $412.92
SALVAGE EX HYD EA 3 $412.92 0 $0.00 $412.92
SALVAGE EX GV EA 1 $438.73 0 $0.00 1 $438.73
6" DIP CL 52 WI FITTINGS LF 738 $27.77 0 $0.00 88 $2,443.76
8" DIP CL 52 WI FITTINGS LF 6565 $20.20 0 $0.00 126 $2,545.20
10" DIP CL 52 WI FITTINGS LF 2200 $24.72 0 $0.00 2179 $53,864.88
INSTALL SALVAGED GV EA $490.84 0 $0.00 $490.84
6" GV AND BOX EA 27 $666.67 0 $0.00 5 $3,333.35
8" GV AND BOX EA 16 $855.34 0 $0.00 2 $1,710.68
10" GV AND BOX EA 9 $1,126.11 0 $0.00 6 $6,756.66
1" CORP STOP EA 202 $72.75 0 $0.00 51 $3,710.25
1" TYPE K COPPER LF 9440 $7.61 0 $0.00 2717 $20,676.37
1" CURB STOP AND BOX EA 202 $61.23 0 $0.00 51 $3,122.73
INSTALL SALVAGED HYDRANT EA 3 $928.84 0 $0.00 1 $928.84
6" HYD 8'-0" BURY EA 19 $1,691.59 0 $0.00 5 $8,457.95
12' X 7' PRECAST CONC BOX CULVERT LF 207 $424.30 0 $0.00 207 $87,830.10
12' X 7' PRECAST CONC BOX CULVERT (150 END SECT EA 4 $6,262.62 0 $0.00 4 $25,050.48
CONNECT TO EX STORM SEWER EA 4 $464.53 0 $0.00 1 $464.53
15" RCP APRON CL III W/TRASHGUARD EA 4 $489.92 0 $0.00 $489.92
"
24" RCP APRON CL III W/TRASHGUARD EA 3 $732.31 0 $0.00 " . $732.31
.
.
12" RCP DES 3006 CL III LF $18.23 $0.00 &
956 0 364 d $6,635,72
15" RCP DES 3006 CL III LF 2717 $19.39 0 $0.00 945 $18,323.55
18" RCP DES 3006 CL III LF 1416 $11.06 0 $0.00 294 $3,251.64
21" RCP DES 3006 CL III LF 165 $28.78 0 $0.00 164 $4,719.92
24" RCP DES 3006 CL III LF 913 $25.18 0 $0.00 270 $6,798.60
CaNST DRAINAGE STRUCTURE DES 241X36" EA 43 $822.60 0 $0.00 16 $13,161.60
CaNST DRAINAGE STRUCTURE DES 4020-48 EA 19 $1,523.61 0 $0.00 8 $12,188.88
CaNST DRAINAGE STRUCTURE DES 4020-60 EA 3 $2,174.38 0 $0.00 $2,174.38
-''W''~~~~~
Page 5 of 14
ITEM
ORIGINAL BID
Unit II Quantity II Unit Price I
Cy 30 $36.12
TON 175 $50.45
SY 637 $1.02
EA 12 $244.81
EA 10 $275.00
EA 10 $275.00
LF 500 $13.67
LF 5500 $4.88
SALVAGE RIPRAP
RIPRAP CL III
GEOTEXTILE FILTER MATERIAL TYPE IV
PERMANENT BARRICADE
1 1/2" CORP STOP
11/2" CURB STOP AND BOX
1 1/2" TYPE K COPPER
INSTALL PRIVATE UTILITY CONDUIT
Subtotal
I
I Quantity II
This Period
COMPLETED
II
Amount II Quantity II
o
o
o
o
o
o
o
o
$0.00 39
$0.00 122.12
$0.00 236
$0.00 12
$0.00 6
$0.00 6
$0.00 257
$0.00 3570
($5,134.43)
$0.00 29
$0.00 29
$0.00 550
$0.00 367
$0.00 77
$0.00 134.1
$0.00 141.7
$0.00 50
$0.00
$0.00 0.07
$0.00
To Date
Amount
~
$1,408.68
$6,160.95
$240.72
$2,937.72
$1,650.00
$1,650.00
$3,513.19
$17,421.60
$645,715.04
""'~m~ '-. /<4 ('~ '.
,~;J~+lc~Jl~'i' (",d1T!!! ' , . . .
CLEARING (TREE) TREE 10 $300.01 0
GRUBBING (TREE) TREE 10 $300.01 0
COMMON EXC (TRAILJWALK/BOX CULVERTS) (EV) Cy 3225 $5.10 0
AGG BASE CL 5 (TRAIL) TON 1175 $9.54 0
BIT MATERIAL FOR TACK COAT GAL 2275 $1.53 0
BIT WEAR COURSE (LV 4) TRAIL TON 515 $39.27 0
BIT NON WEAR COURSE (LV 3) TRAIL TON 515 $37.33 0
SEED LB 767 $2.81 0
MULCH TON 30.85 $204.01 0
FERTILIZER TON 2.03 $500.01 0
Subtotal
$8,700.29
$8,700.29
$2,805.00
$3,501.18
$117.81
$5,266.11
$5,289.66
$140.50
$204.01
$35.00
$34,759.85
0"
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.
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-....-..'~"'(~.,~'!;;:~
Page 6 of 14
ITEM
ORIGINAL BID COMPLETED
I This Period II To Date
Unit II Quantity II Unit Price I I Quantity II Amount II Quantity II Amount
REMOVE BIT PAVT SY 3160 $4.08 0 $0.00 1038 $4,235.04
SAW BIT PAVT (FULL DEPTH) LF 1100 $3.06 0 $0.00 1036 $3,170.16
SUBGRADE PREP AS 89.2 $128.52 0 $0.00 15.9 $2,043.47
AGG BASE CL 5 (STREET) TON 25045 $7.55 0 $0.00 8928.72 $67,411.84
BIT MATERIAL FOR TACK COAT GAL 2275 $1.53 0 $0.00 61 $93.33
BIT WEAR COURSE (LV 4) TRAIL TON 515 $39.27 0 $0.00 19.16 $752.41
BIT NON WEAR COURSE (MV 3) STREET TON 7570 $29.33 0 $0.00 313.85 $9,205.22
CONC CURB AND GUTTER B618 LF 18125 $7.24 -30 ($217.20) 2391 $17,310.84
04 MODIFIED CURB AND GUTTER LF 1265 $10.20 206 $2,101.20 925 $9,435.00
12" MH RISER 48" DIA EA 3 $291.77 0 $0.00 2 $583.54
4" CONC WALK SF 27550 $2.45 136 $333.20 2551 $6,249.95
6" CONC DRIVEWAY PVMT (SY) SY 2720 $30.09 190.44 $5,730.34 493.34 $14,844.60
CONNECT TO EX SAN SEWER EA 11 $412.92 0 $0.00 $412.92
CUT IN 4" ON 18" WYE (INCLUDES FERNCOS & 18" PV EA 2 $1,353.82 0 $0.00 1 $1,353.82
4" X 8" PVC WYE EA 134 $39.87 0 $0.00 46 $1,834.02
4" PVC SDR 26 (FOR SERVICES) LF 7790 $7.00 0 $0.00 2833 $19,831.00
8" PVC PIPE SEWER SDR 35 (0-10' DEPTH) LF 1765 $13.23 0 $0.00 544 $7,197.12
8" PVC PIPE SEWER SDR 35 (10-12' DEPTH) LF 1974 $14.57 0 $0.00 377 $5,492.89
8" PVC PIPE SEWER SDR 35 (12-14' DEPTH) LF 2256 $15.35 0 $0.00 726 $11,144.10
48" DIA MH EA 35 $1,506.97 0 $0.00 8 $12,055.76
SALVAGE CONE SECTION EA 9 $214.52 0 $0.00 $214.52
REMOVE 16" MH RISER SECTION EA 1 $103.23 0 $0.00 " $103.23
"
u
REMOVE 64" MH RISER SECTION EA 4 $429.04 0 $0.00 v $429.04
&
"
CONNECT TO EX WM EA 12 $412.92 0 $0.00 $412.92
6" DIP CL 52 WI FITTINGS LF 738 $27.77 0 $0.00 54 $1,499.58
8" DIP CL 52 WI FITTINGS LF 6565 $20.20 0 $0.00 1805 $36,461.00
6" GV AND BOX EA 27 $666.67 0 $0.00 5 $3,333.35
.8" GV AND BOX EA 16 $855.34 0 $0.00 6 $5,132.04
1" CORP STOP EA 202 $72.75 0 $0.00 45 $3,273.75
1" TYPE K COPPER LF 9440 $7.61 0 $0.00 2212 $16,833.32
1" CURB STOP AND BOX EA 202 $61.23 0 $0.00 45 $2,755.35
-~_V'~~i.:d.~~~~
Page 7 of 14
I I
ITEM ORIGINAL BID COMPLETED
I This Period II To Date
Unit II Quantity II Unit Price I I Quantity II Amount II Quantity II Amount
.. ~.~~
6" HYD 8'-0" BURY EA 19 $1.691.59 0 $0.00 5 $8,457.95
CONNECT TO EX STORM SEWER EA 4 $464.53 0 $0.00 $464.53
15" RCP APRON CL III W/TRASHGUARD EA 4 $489.92 0 $0.00 $489.92
18" RCP APRON CL III W/TRASHGUARD EA 2 $560.45 0 $0.00 1 $560.45
12" RCP DES 3006 CL III LF 956 $18.23 0 $0.00 26 $473.98
15" RCP DES 3006 CL III LF 2717 $.19.39 0 $0.00 262 $5,080.18
18" RCP DES 3006 CL III LF 1416 $11.06 0 $0.00 496 $5,485.76
24" RCP DES 3006 CL III LF 913 $25.18 0 $0.00 125 $3,147.50
CONST DRAINAGE STRUCTURE DES 24"X36" EA 43 $822.60 0 $0.00 4 $3,290.40
CONST DRAINAGE STRUCTURE 4020 27" DIA (DESIGN EA 7 $578.48 0 $0.00 $578.48
CONST DRAINAGE STRUCTURE DES 4020-48 EA 19 $1,523.61 0 $0.00 7 $10,665.27
TRAFFIC CONTROL LS 1 $1.530.05 0 $0.00 0.5 $765.03
Subtotal $7,947.54 $304.564.57
<
du
i
&
d
--'''''''''':r>r--~'=''JMI::::~t;;I
Page 8 of 14
"
ITEM
COMPLETED
I This Period II To Date ]
I Quantity II Amount II Quantity II Amount J
ORIGINAL BID
Unit II Quantity II Unit Price I
~,> 'j
~)!Ur\? J~J~~,:-:. , ' , , " .,'
'J,)" "1<"; ~ -
~ - .._~.. ~""
WOOD FIBER BLANKET TYPE REGULAR
REMOVE CONC CURB AND GUTTER
REMOVE BIT PAVT
SAW BIT PAVT (FULL DEPTH)
COMMON EXC (TRAILJWALK/BOX CULVERTS) (EV)
TOPSOIL BORROW (LV)
SUBGRADE PREP
AGG BASE CL 5 (STREET)
AGG BASE CL 5 (TRAIL)
AGG BASE CL 5 (WALl<)
BIT MATERIAL FOR TACK COAT
BIT WEAR COURSE (MV 3) STREET
BIT WEAR COURSE (LV 4) TRAIL
BIT NON WEAR COURSE (MV 3) STREET
BIT NON WEAR COURSE (LV 3) TRAIL
CONC CURB AND GUTTER B618
D4 MODIFIED CURB AND GUTTER
36" MH RISER 48" DIA
48" MH RISER 48" DIA
ADJUST FRAME & RING CASTINGS
ADJUST GV
4" CONC WALK
6" CONC DRIVEWAY PVMT (SY)
CHIMNEY SEAL
SILT FENCE
EROSION CONTROL
SOD
.SEED
MULCH
FERTILIZER
CONNECT TO EX MH
~~~~_r_~~__ > .~_. "'_....<<>...,_" _
SY 3000 $2.37 I 3000 $7,110.00 3000 $7,110.00
LF 200 $5.10 I 0 $0.00 56.5 $288.15
SY 3160 $4.08 I 0 $0.00 64 $261.12
LF 1100 $3.06 0 $0.00 66 $201.96
CY 3225 $5.10 I 0 $0.00 3192.08 $16,279.61
CY 4145 $7.50 I 2122 $15,915.00 2122 $15,915.00
RS 89.2 $128.52 I 0 $0.00 37.8 $4,858.06
TON 25045 $7.55 I 0 $0.00 210.65 $1,590.41
TON 1175 $9.54 I 0 $0.00 507 $4,836.78
TON 1230 $10.56 17.68 $186.70 441.68 $4,664.14
GAL 2275 $1.53 I 604.5 $924.89 1245.8 $1,906.07
TON 5125 $30.40 I 0 $0.00 1605.86 $48,818.14
TON 515 $39.27 ] 18.42 $723.35 114.2 $4,484.63
TON 7570 $29.33 I 34.71 $1,018.04 391.47 $11,481.82
TON 515 $37.33 I 4.52 $168.73 132.52 $4,946.97
LF 18125 $7.24 I 59 $427.16 4827 $34,947.48
LF 1265 $10.20 130 $1,326.00 2463 $25,122.60
EA 3 $441.13 I 0 $0.00 $441.13
EA 2 $472.03 I 0 $0.00 1 $472.03
EA 16 $311.71 I 0 $0.00 21 $6,545.91
EA 6 $311.71 I 0 $0.00 10 $3,117.10
SF 27550 $2.45 I -12370 ($30,306.50) 2059 < $5,044.55
<, ,
SY 2720 $30.09 I -476.21 ($14,329.16) 478.89 ~14,409.80
$223.35 I $0.00 d
EA 64 0 21 $4,690.35
LF 1850 $2.04 I 0 $0.00 20 $40.80
LS 1 $4,000.12 I 0.5 $2,000.06 0.5 $2,000.06
SY 11230 $1.73 I 0 $0.00 2786 $4,819.78
LB 767 $2.81 I 0 $0.00 40 $112.40
TON 30.85 $204.01 I 0 $0.00 0.5 $102.01
TON 2.03 $500.01 I 0 $0.00 0.125 $62.50
EA 8 $1,042.94 0 $0.00 3 $3,128.82
''''''~~'i;
Page 9 of 14
, ,
ITEM ORIGINAL BID COMPLETED
I This Period II To Date J
Unit II Quantity II Unit Price I I Quantity II Amount II Quantity II Amount ]
~,~"-. .....,- ---~ -',.,.~=-'~._-..~
CONNECT TO EX SAN SEWER EA 11 $412.92 I 0 $0.00 2 $825.84
CONNECT TO EX WYE EA 19 $412.92 I 0 $0.00 13 $5,367.96
CUT IN 4" ON 18" WYE (INCLUDES FERNCOS & 18" PV EA 2 $1,353.82 I 0 $0.00 4 $5,415.28
4" X 8" PVC WYE EA 134 $39.87 I 0 $0.00 63 $2,511.81
4" PVC SDR 26 (FOR SERVICES) LF 7790 $7.00 I 0 $0.00 3450 $24,150.00
8" PVC PIPE SEWER SDR 35 (0-10' DEPTH) LF 1765 $13.23 I 0 $0.00 1200 $15,876.00
8" PVC PIPE SEWER SDR 35 (10-12' DEPTH) LF 1974 $14.57 I 0 $0.00 1449 $21,111.93
8" PVC PIPE SEWER SDR 35 (12-14' DEPTH) LF 2256 $15.35 0 $0.00 243 $3,730.05
8" PVC PIPE SEWER SDR 35 (14-16' DEPTH) LF 555 $23.52 , I 0 $0.00 97 $2,281.44
8" PVC PIPE SEWER SDR 35 (16-18' DEPTH) LF 99 $69.13 I 0 $0.00 19 $1,313.47
8" DIP SAN SEWER LF 20 $36.62 I 0 $0.00 20 $732.40
48" DIA MH EA 35 $1,506.97 I 0 $0.00 19 $28,632.43
EXTRA DEPTH OVER 10' 67.5 $77.38 0 $0.00 62.67 $4,849.40
TELEVISE SAN SEWER PIPE LF 6649 $0.46 I 391.4 $180.04 2967.4 $1,365.00
SALVAGE CONE SECTION EA 9 $214.52 0 $0.00 2 $429.04
CONNECT TO EX WM EA 12 $412.92 1 0 $0.00 5 $2,064.60
SALVAGE EX HYD EA 3 $412.92 ~ 0 $0.00 $412.92
6" LIVE TAP ON EX 10" WM EA 2 $1,362.06 I 0 $0.00 $1,362.06
8" LIVE TAP ON EX 14" WM EA 3 $1,821.39 I 0 $0.00 $1,821.39
8" LIVE TAP ON EX 10" WM EA $1,864.29 0 $0.00 1 $1,864.29
6" DIP CL 52 WI FITTINGS LF 738 $27.77 0 $0.00 88.5 $2,457.65
8" DIP CL 52 WI FITTINGS LF 6565 $20.20 0 $0.00 2588 $52,277.60
6" GV AND BOX EA 27 $666.67 0 $0.00 9 $6,000.03
,.
8" GV AND BOX EA 16 $855.34 0 $0.00 6 ": $5,132.04
1" CORP STOP EA 202 $72.75 $0.00 <7
0 88 <7 $6,402.00
1" TYPE K COPPER LF 9440 $7.61 0 $0.00 4403 $33,506.83
1" CURB STOP AND BOX EA 202 $61.23 0 $0.00 88 $5,388.24
INSTALL SALVAGED HYDRANT EA 3 $928.84 0 $0.00 $928.84
6" HYD 8'-0" BURY EA 19 $1,691.59 0 $0.00 8 $13,532.72
CONNECT TO EX STORM SEWER EA 4 $464.53 0 $0.00 4 $1,858.12
REMOVE FES EA 2 $206.46 0 $0.00 1 $206.46
SALVAGE 42" RCP LF 24 $20.65 0 $0.00 16 $330.40
-"-~.'''''-^'~'!R''''',,:;;a'!..U.;~
Page 10 of 14
I ,
ITEM ORIGINAL BID COMPLETED
I This Period II To Date J
Unit II Quantity II Unit Price I I Quantity II Amount II Quantity II Amount ]
~- ~.. ---'."':J;;;;.~
18" RCP APRON CL III W/TRASHGUARD EA 2 $560.45 0 $0.00 $560.45
24" RCP APRON CL III WI TRASHGUARD EA 3 $732.31 0 $0.00 $732.31
42" RCP APRON CL III W/TRASHGUARD EA 2 $1,384.64 0 $0.00 2 $2,769.28
54" RCP APRON CL III W/TRASHGUARD EA 1 $1,987.34 0 $0.00 $1,987.34
12" RCP DES 3006 CL III LF 956 $18.23 0 $0.00 711 $12,961.53
15" RCP DES 3006 CL III LF 2717 $19.39 0 $0.00 553 $10,722.67
18" RCP DES 3006 CL III LF 1416 $11.06 0 $0.00 293 $3,240.58
24" RCP DES 3006 CL III LF 913 $25.18 0 $0.00 248 $6,244.64
42" RCP DES 3006 CL III LF 420 $67.64 0 $0.00 634 $42,883.76
54" RCP DES 3006 CL III LF 400 $98.82 0 $0.00 283 $27,966.06
INSTALL SALVAGED RCP LF 24 $20.65 0 $0.00 16 $330.40
CONST DRAINAGE STRUCTURE DES 24"X36" EA 43 $822.60 0 $0.00 10 $8,226.00
CONST DRAINAGE STRUCTURE 4020 27" DIA (DESIGN EA 7 $578.48 0 $0.00 5 $2,892.40
CONST DRAINAGE STRUCTURE DES 4020-48 EA 19 $1,523.61 0 $0.00 8 $12,188.88
CONST DRAINAGE STRUCTURE DES 4020-60 EA 3 $2,174.38 0 $0.00 1 $2,174.38
CONST DRAINAGE STRUCTURE DES 4020-72 EA 5 $2,253.90 0 $0.00 2 $4,507.80
CONST DRAINAGE STRUCTURE DES 4020-84 EA 3 $3,100.59 0 $0.00 3 $9,301.77
RIPRAP CL III TON 175 $50.45 0 $0.00 226.95 $11,449.63
GEOTEXTILE FILTER MATERIAL TYPE IV SY 637 $1.02 0 $0.00 142.2 $145.04
INSTALL COATED CHAIN LINK FENCE LF 600 $16.32 0 $0.00 468 $7,637.76
TRAFFIC CONTROL LS 1 $1,530.05 0.25 $382.51 0.25 $382.51
11/2" CORP STOP EA 10 $275.00 0 $0.00 2 $550.00
11/2" CURB STOP AND BOX EA 10 $275.00 0 $0.00 2 $550.00
c
1 1/2" TYPE K COPPER LF 500 $13.67 0 $0.00 95 oJ $1,298.65
INSTALL PRIVATE UTILITY CONDUIT $4.88 ~
LF 5500 0 $0.00 2108 ~$10,287.04
ARCH PIPE 65" X 40" RCP LF 100 $186.24 0 $0.00 100 $18,624.00
GRANULAR FILL CY 4000 $7.50 0 $0.00 4724 $35,430.00
MATERIALS COST ESCALATION LS $10,000.00 0 $0.00 $10,000.00
Subtotal ($14,273.17) $732,883.30
~1{~,~-"""""""'~''''~~"",'~'';'~:-::';:~
Page 11 of 14
"
CITY OF HASTINGS
Riverwood South Oaks
Payment Summary
3/1/2005 through 3/31/2005
-
This Period II Total To Date
.~
$51,993.17 $900,275.04
($5,134.43) $645,715.04
$0.00 $34,759.85
$7,947.54 $304,564.57
($14,273.17) $732,883.30
PROJECTS:
31 st St.
36th SWill age Trl
Century South
Riverwood
South Oaks
TOTAL WORK COMPLETED TO DATE:
$40,533.11
$2,618,197.80
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Page 12 of 14
I
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City of Hastings
Riverwood South Oaks
Application for Payment Number: 13
Period Ending: 3/31/2005
Contractor: Contractor's Edge
16511 563rd Avenue
Good Thunder, MN 56037
contractor~ f.1!ir_
Engineer r
Approved by
Owner
Date
3/2'1/&5
Date
Date
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Page 13 of 14
PAYMENT SUMMARY:
Pay Est. # Period Retainage Payment
1 8/1/2003 - 8/31/2003 $0.00 $353,645.36
2 9/1/2003 - 9/30/2003 $0.00 $578,381.43
3 10/1/2003 - 10/3112003 $10,205.84 $480,614.15
4 11/1/2003 - 11/3012003 $12,905.73 $245,208.82
5 12/1/2003 - 12/3112003 $2,216.12 $42,106.26
6 4/1/2004 - 4/30/2004 $6,485.44 $123,223.34
7 5/1/2004 - 6/30/2004 $5,315.18 $100,988.45
8 7/1/2004 - 7/30/2004 $18,115.85 $344,201.11
9 8/1/2004 - 8/31/2004 $5,025.81 $95,490.35
10 9/1/2004 - 9/30/2004 $865.82 $16,450.49
11 10/1/2004 - 10/3112004 $6,509.24 $123,675.54
12 11/1/2004 - 11/30/2004 $301.72 $5,732.65
13 3/1/2005 - 3/31/2005 $2,026.66 $38,506.45
TOTALS TO DATE: $69,973.41 $2,548,224.40
Total Completed To Date $2,618,197.80
Less Retainage: $69,973.41
Less Previous Payment: $2,509,717.95
Total Amount Due: $38,506....
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Page 14 of 14
Memorandum
VII-l
To:
From:
Date:
Re:
Mayor Werner & City Councilmembers
Melanie Mesko Lee, Assistant City Administrator
March 30, 2005
Increase of On-Sale Liquor License Fees for 2005/2006 License
Year
':>
-----------------------------------------------------------------------------------------------
Council Action Requested
Following a public hearing, Council is requested to adopt a resolution approving
the increase in on-sale liquor license fees for the 2005/2006 license year by $100
to $4,000.
Backaround Information:
State statute requires that cities hold a public hearing, with 30-day notification to
licensees, prior to any increases to on-sale liquor license fees. In 2002, the City
Council held public hearings to amend Chapter 3 of the City Code regulating liquor
licenses. As part of this public hearing process, the City Council also approved
establishing incremental increases to the City's liquor license fees (Resolution 05-
13-02). These incremental fees were approved due to the fact that on-sale liquor
license fees had not been adjusted in nearly 10 years, yet the staff costs of
processing and issuing the licenses had increased over the years. Licensees
were notified of the 2002 public hearing prior to the meeting. Following the
meeting, licensees were also notified of the Council's direction to incrementally
increase on-sale liquor license fees over a period of approximately 3 years.
In 2003, after a public hearing and 30-day advance notification, the Council
adopted Resolution 07-04-03, which increased the 2003/2004 fees by $500,
bringing the annual on-sale liquor license fee to $3,400.
In 2004, after a public hearing and 30-day advance notification, the Council
adopted a resolution amending the 2004/2005 on-sale liquor license fee by $500
to $3,900.
In February 2005, the City Council ordered a public hearing for April 4, 2005 to
consider the last phase of the on-sale license fee increase. This last proposal is
for an increase of $100 for the 2005/2006 license year to an annual license fee of
$4,000. All on-sale licensees (both corporate and local establishments) have been
mailed a notice of the public hearing and proposed fee increase and have been
invited to comment on the proposal. To date, no comments have been received.
If you have any questions, please feel free to contact me prior to the meeting.
CITY OF HASTINGS
COUNTY OF DAKOTA, MINNESOTA
RESOLUTION 04-_-05
RESOLUTION AMENDING THE FEES FOR
ON-SALE LIQUOR LICENSES
WITHIN THE CITY OF HASTINGS
> '0
WHEREAS, the fees for an on-sale liquor license within the City of Hastings had
not been raised for several years; and
WHEREAS, in 2002, the City Council of the City of Hastings held a public hearing
to consider fee adjustments as well as code amendments; and
WHEREAS, following a public hearing, on May 20, 2002, the City Council
approved Resolution 05-13-02, which incrementally increased the fee for an on-sale liquor
license over a period of years; and
WHEREAS, following a public hearing, on July 7, 2003 the City Council approved
Resolution 07-03-03, which increased the annual fee for an on-sale liquor license from
$2,900 to $3,400 for the 2003/2004 license year; and
WHEREAS, following a public hearing, on May 3,2004 the City Council approved
Resolution 05-09-04, which increased the annual fee for an on-sale liquor license from
$3,400 to $3,900 for the 2004/2005 license year; and
WHEREAS, following a public hearing, on April 4, 2005, the City Council
considered an annual fee increase for an on-sale liquor license from $3,900 to $4,000 for
the 2005/2006 license year.
NOW THEREFORE, BE IT RESOLVED, by the City Council of the City of
Hastings, that on-sale liquor license fees for 2005/2006 are set at $4,000.
ADOPTED BY THE CITY COUNCIL OF THE CITY OF HASTINGS,
MINNESOTA, THIS 4th DAY OF APRIL, 2005.
Ayes:
Nays:
Absent:
Michael Werner
Mayor
Melanie Mesko Lee
City Clerk
(SEAL)
VII-2
MEMO
To:
From:
Date:
Re:
Honorable Mayor and City Council
Tom Montgomery
March 31,2005
2005 Street & Utility Improvement Program
The feasibility report on the proposed 2005 Street and Utility Improvements
Program was given to Councilmembers at the March 21 st meeting. The public hearings
for the two projects, 2005-1 Dakota Hills Area and 2005-2 Zweber Lane Area have been
scheduled for the April41h Council meeting.
The purpose of the public hearing is for Council to receive comment from
affected property owners before deciding whether or not to proceed with construction of
a project. Assessment issues are generally addressed at the assessment hearing following
completion of the projects.
2005-1, DAKOTA HILLS AREA IMPROVEMENTS
The proposed Dakota Hills Area improvement project is a City in Uiated project that will
require the votes of six Council members to approve the project.
.
PROPOSED IMPROVEMENTS
The proposed Dakota Hills Area improvements involve reconstructing Westview
Dr. between 15th S1. and Southview Drive, and adjacent streets 16th S1. through 23rd
S1. between Westview and Pleasant Drives, along with Valley Lane and Hilltop Lane.
Tlus work would consist primarily of street reconstruction only; limited replacement
of sanitary sewer, watermain or storm sewer utilities is proposed. The existing streets
are rough, and many of them lack concrete curb and gutter. As a result, the existing
street drainage is inadequate in many areas.
~ STREET RECONSTRUCTION - 16tl1 Street through 23rd Street are proposed to be
reconstructed at 32 foot width which is their current width, which will entail
narrowing 22nd and 23rd Streets which are currently 36 ft. wide. The remaining
streets, 16th through 21 st Streets will remain unchanged at 32 ft. width. Westview
Drive, Hilltop Lane, and VaUey Lane are proposed for to be reconstructed at 28
foot width. Parking on Westview Drive would be restricted to the west side of the
street. No parking restrictions would be imposed for Hilltop and Valley Lanes, as
they are dead end streets primarily used as access for residents. Sidewalks are
proposed for construction on the entire length of the north side of 23 rd Street, and
on the south side of 22"d Street between Westvievv Drive and Dakota Hills Park.
~ STORM SEWER- Some catch basins on Westview Drive, 22nd and 23cd Streets,
and Hilltop Lane will have to be relocated and replaced with the narrowing of
these streets. Other sections of the storm sewer system will be upgraded and
extended to meet current City standards.
);> SANITARY SEWER & WATER - Sanitarv sewer mains and water mains will be
replaced on 1 ih Street due to a history 'of problems with these systems on tills
street. Service to homes on this street will also be replaced within the right of
way. A sanitary sewer main line will also be constructed on Westview Drive
between 18th Street and just north of 15th Street to re-route a large amount of
sewage flow from existing main lines running around and through the Valley
Lane neighborhood, to an existing trunk main.
);> BITUMINOUS TRAIL - The Comprehensive Plan calls for a trail to be constructed
along Westview Drive. The proposed 8 ft. wide bituminous trail would link with
the existing Southvicw Drive trail and connect to the 15th Street sidewalk
);> STREET VACATION - The cul-de-sac at the end of Hilltop Lane is constructed
mostly outside of right of way, encroaching onto Hastings Country Club property.
Crest Lane, the main entrance to the Country Club, is platted as a City street but
serves private property. Staff is recommending that Council vacate Crest Lane
and the stub right of way of Hilltop Lane that connects to Crest Lane. The
proposed reconstruction plans would remove the cul-de-sac at the end of Hilltop
Lane, construct a berm at the new terminus of the street and place topsoil and
seed the cul-de-sac area.
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SUMMARY OF ISSUES AND COMMENTS
}> 23RD STREET SIDEWALK- Almost all of the 23rd St. residents attended the
neighborhood meeting or subsequently called in comment concerning the
proposed sidewalk. All who commented on the sidewalk were opposed to its
construction. The sidewalk was included on the 2000 Comprehensive Walk and
Trail plan as a midpoint access connecting the proposed Westview Dr. trail to
Pleasant Drive and providing pedestrian access to Dakota Hills Park.
Homeowners have pointed out that traffic volwnes are so low that a walk is not
needed and that a better location would be to provide a walk at Southview
Drive.
~ 23RD STREET NARROWING - 23rd Street residents are also opposed to narrowing
23rd St. from 36 ft. wide to 32 ft. wide. Residents raised concerns about the
parking for Tee Ball games at Dakota Hills Park that uses both sides of the
street over half the length of the block, with a large number of children running
to and .trom parked vehicles.
~ CUL-DE-SAC ISLANDS - All new cul-de-sacs are required to be constructed with
an island to reduce the amount of plowing area, provide a place for snow
storage, reduce the amount of impervious surface and improve aesthetics.
Zweber Lane, Oak Ridge Drive and Valley Lane are the first cul-de-sac streets
we have proposed for reconstruction, and islands were proposed to be
constructed. The concept of cul-de-sac islands was universally opposed by all
residents who attended the meetings or provided comments afterwards.
Homeowners anticipate cul-de-sac islands making it more difficult to back
trailers into drives, and noted that children use the large flat surface of the cul-
de-sac for a play area.
~ VALLEY LANE STREET WIDTH - Valley Lane residents are opposed to the
proposed narrowing of the street from a 32 ft. width to a 28 ft. width. Residents
cite the need for parking for guests and a desire to rebuild the street as is.
~ V ALLEY LANE STREET ALIGNMENT - The existing street encroaches onto
private property through the two sharp right angle curves at the west end of the
street. The proposed alignment moves the street back within the platted right of
way. Property owners have apparently agreed to grant to the City the necessary
street and utility easements needed to reconstruct the street in its present
location.
~ SIDEWALK AT 40 VALLEY LANE - The property owner at 40 Valley Lane had
constructed a narrow walk directly behind the curb across most of his property,
connecting his front door walk to his driveway. The proposed street
reconstruction would not replace the walk as City policy requires walks to be
constructed a minimum of 5 feet behind the curb. The property owner has
requested replacement of the walk that is used as access for guests parking in
their driveway to walk to the front door.
~ EVERGREEN TREE PLANTING BY TEE Box - The 8th tee box near the south end
of Westview Drive lies close to the proposed trail. The hole angles away from
the trail. Staff is proposing to plant a small number of evergreen trees near the
trail and tee box just inside the Country Club's property to provide a protective
barrier for the trail users.
2005-2, ZWEBER LANE & OAK RIDGE DRIVE
IMPROVEMENTS
The proposed Zweber Lane & Oak Ridge Drive improvement project is a City initiated
project that will require the votes of six Council members to approve the project.
.
PROPOSED IMPROVEMENTS
)0> STREET RECONSTRUCTION - Zweber Lane and Oak Ridge Drive are
proposed to be narrowed from their current 32 ft. width to 28 ft. wide streets.
There are 15 homes on Zweber Lane and 4 homes on Oak Ridge Drive. The
private drive on the east extension of Zweber Lane will be left as is.
)0> STORM SEWER - The existing Zweber Lane catch basins dump into a ditch
that runs between 1109 & 1117 Zweber Lane and discharges onto the
Hastings Country Club. The Street Department has removed sediment and
regraded the ditch end a number of times over the past 20 years, but flat
grades continue to pose a drainage problem. The proposed reconstruction
would pipe storm water to a new pond to be constructed on the Hastings
Country Club.
.
SUMMARY OF ISSUES AND COMMENTS
As noted above, residents universally oppose the proposed construction of cul-de-
sac islands for Zweber Lane and Oak Ridge Drive.
HASTINGS COUNTRY CLUB DRAINAGE & OTHER ISSUES
The City has 4 storm sewer outfalls that dump storm water onto the
Country Club property on its west and north boundaries. The stOlID water is
intended to flow across the Country Club to reach the Louis Lane ponding basin
on the east side of the Country Club. Three of the outfalls have caused significant
problems for the Country Club: the Hilltop Lane 42" diameter outfall; the
Westview Drive 15" diameter outfall, and the Zweber Lane 18" diameter outfall.
Storm water is draining across fairways from these outfalls, creating wet areas
during the summer and ice areas in the early spring that kill the grass.
Representatives of the Country Club met with the Operations Committee
on March 9th to request City assistance with storm water improvements that
would channel the storm water from the City's storm sewer system around or
beneath fairways through a series of pipes on ponds to prevent the continuing
damage to the golf course. The Operations Committee unanimously agreed to
recommend funding storm sewer improvements on the Country Club propeliy to
be funded through the construction bonding as pali of the Dakota Hills project.
An outline of a cost sharing agreement was approved, under which the City would
fund pipe installation and pond excavation costs, with the Country Club
responsible for preparing plans and specifications and restoring areas disturbed by
construction.
The Country Club's grounds committee has since prepared a storm water
plan with an estimated cost of$170,000. The City's share of this expense would
be $112,265 and would be a fixed number that would not increase. The Country
Club has requested that their $55,000 cost be added onto their assessment for the
Westview Drive improvements.
The Country Club had expressed other concerns about the Westview Drive
project to the Operations Committee, including staging of the construction and
maintenance of the trail. The Operations Committee recommended that the south
half of Westview Drive be constructed first, limiting the impact of construction on
access to the Country Club during the busier spring and early sunlmer golf season.
In addition, the Operations Committee recommended that City forces plow the
Westview Dr. trail at the same time as the Southview Dr. trail is plowed.
PUBLIC HEARING COMMENTS
As noted above, the following are proposed reconstruction issues opposed by a very
large majority of the residents affected:
1. Sidewalk on 23rd Street
2. Narrowing of23rd Street from 36' to 32'
3. Cul-de-sac islands
4. Narrowing Valley Lane from 32' to 28'
5. Realigning Valley Lane into existing ROW
If Council is in agreement, some acknowledgement that:
1. the 23rd St. walk will be eliminated from the project
2. 23rd St. will remain at a 36 ft. width
3. cul-de-sac islands vv"ill not be constructed
4. Valley Lane will remain at a 32 ft. width
5. Valley Lane will be constructed along its existing alignment provided
easements are granted
prior to opening the hearing up for public comment, will likely result in a greatly
reduced number of comments from the audience.
COUNCIL ACTION REQUESTED
Council is requested to adopt the enclosed resolutions ordering the improvements
and approving plans for the project. Council is also requested to approve in concept and
direct an agreement with the Country Club to be prepared that will grant the City an
easement for construction of the Zweber Lane ponding basin on Country Club property,
fund $112,265 worth of storm water improvements through the Country Club property,
and agree to City plowing of the Westview Drive trail.
Council is also requested to detennine if the sidewalk at 40 Valley Lane should be
replaced. The Council is requested to adopt a resolution prohibiting parking on the east
side of Westview Drive.
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Proposed 200!5 Street Improvement Program
CITY OF HASTINGS
Dakota County, Minnesota
Resolution No.
RESOLUTION ORDERING THE IMPROVEMENT AND APPROVING PLANS AND
SPECIFICATIONS FOR PROJECT No. 2005-1,
DAKOTA Hn...LS AREA IMPROVEMENTS
WHEREAS, a resolution of the City Council adopted the 21 st day of March, 2005, fixed a
date for a Council hearing on the proposed street reconstruction, bituminous trail
construction, storm sewer, sanitary sewer and watermain improvements for the Dakota Hills
Area improvements which include 16th, li\ 18th, 19th, 20th, 21st, 22nd, 23rd Streets between
Westview Drive and Pleasant Drive, Westview Drive between 15th Street and Southview
Drive, Hilltop Lane, and Valley Lane, and
WHEREAS, ten days mailed notice and two weeks published notice of the hearing was
given, and the hearing was held thereon on the 4tl1 day of April, 2005, at which all persons
desiring to be heard were given an opportunity to be heard thereon,
NOW, THEREFORE BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY
OF HASTINGS AS FOLLOWS; that
1. Such improvement is necessary, cost-effective, and feasible as detailed in the
feasibility report.
2. Such improvement is hereby ordered as proposed in the feasibility report dated
March 21,2005.
3. Plans and specifications for the Dakota Hills Area Improvements prepared
by the Hastings Public Works Director are hereby approved.
4. The City Engineer shall prepare and cause to be inserted in the Hastings
Star Gazette and in the Construction Bulletin an advertisement for bids for
the construction of the approved Project 2005-1, Dakota Hills Area
Improvements in accordance with such approved plans and specifications.
The advertisement shall be published for two weeks, shall specify the work
to be done, shall state that bids will opened and considered by the Council
at 12:00 Noon, Thursday, April 28, 2005 at Hastings City Hall, and that no
bids will considered unless sealed and filed with the Clerk and
accompanied by a cash deposit, cashier's check, bid bond, or certified
check payable to the City of Hastings for 5%of the amount of each bid.
ADOPTED BY THE CITY COUNCIL OF HASTINGS, MINNESOTA, THIS 4th DAY
OF APRIL, 2005.
Ayes:
Nays:
Michael D. Werner; Mayor
ATTEST:
Melanie Mesko Lee, City Clerk
(Seal)
CITY OF HASTINGS
Dakota County, Minnesota
Resolution No.
RESOLUTION ORDERING THE IMPROVEMENT AND APPROVING PLANS AND
SPECIFICATIONS FOR PROJECT No. 2005-2,
ZWEBER LANE & OAK RIDGE DRIVE IMPROVEMENTS
WHEREAS, a resolution ofthe City Council adopted the 21 5t day of March, 2005, fixed a
date for a Council hearing on the proposed street reconstruction, bituminous trail
construction, storm sewer, sanitary sewer and watermain improvements for the Zweber Lane
and Oak Ridge Drive improvements, and
WHEREAS, ten days mailed notice and two weeks published notice of the hearing was
given, and the hearing was held thereon on the 4th day of April, 2005, at which all persons
desiring to be heard were given an opportunity to be heard thereon,
NOW, THEREFORE BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY
OF HASTINGS AS FOLLOWS; that
1. Such improvement is necessary, cost-effective, and feasible as detailed in the
feasibility report.
2. Such improvement is hereby ordered as proposed in the feasibility report dated
March 21, 2005.
5. Plans and specifications for the Zweber Lane and Oak Ridge Drive
improvements prepared by the Hastings Public Works Director are hereby
approved.
6. The City Engineer shall prepare and cause to be inserted in the Hastings
Star Gazette and in the Construction Bulletin an advertisement for bids for
the construction of the approved Project 2005-2, Zweber Lane and Oak
Ridge Drive Improvements in accordance with such approved plans and
specifications. The advertisement shall be published for two weeks, shall
specify the work to be done, shall state that bids will opened and
considered by the Council at 12:00 Noon, Thursday, April 28, 2005 at
Hastings City Hall, and that no bids will considered unless sealed and filed
with the Clerk and accompanied by a cash deposit, cashier's check, bid
bond, or celtified check payable to the City of Hastings for 5%ofthe
amount of each bid.
ADOPTED BY THE CITY COUNCIL OF HASTINGS, MINNESOTA, THIS 4th DAY
OF APRIL, 2005.
Ayes:
Nays:
ATTEST:
Melanie Mesko Lee, City Clerk
MichaelO. Werner, Mayor
(Seal)
CITY OF HASTINGS
DAKOTA COUNTY, MINNESOTA
Resolution No.
Resolution Prohibiting Parking on the East Side of Westview Drive Between
15th Street and Southview Drive
WHEREAS, the 2005-1 Dakota Hills Area Street Reconstruction Program will result in
Westview Drive between 15th Street and Southview Drive nan.owing from 32 feet wide to
28 feet wide in order to provide room to construct a bituminous trail, and
WHEREAS, parking on the east side of the narrowed Westview Drive needs to be
prohibited to facilitate two way traffic on Westview Drive.
NOW, THEREFORE BE IT RESOLVED BY THE CITY COUNCIL OF THE
CITY OF HASTINGS AS FOLLOWS;
Upon the completion of the 2005 Westview Drive reconstruction, City staff is hereby
directed to place signage prohibiting parking along the east side of Westview Drive
between 15th Street and Southview Drive.
ADOPTED BY THE CITY COUNCIL OF HASTINGS, MINNESOTA, THIS 4th
DAY OF APRIL, 2005.
Ayes:
Nays:
ATTEST:
Michael D_ Werner, Mayor
Melanie Mesko Lee, City Clerk
(Seal)
VII-3
~. "=>. ~
Memo
To:
Mayor Werner and City Council
From:
John Hinzman, Planning Director
Date:
April 4, 2005
Subject:
Public Hearing - Ordinance Amendment #2005-18 - DC-
Downtown Core Zoning Uses
REQUEST
The City Council is asked to hold a public hearing to adopt the attached amendment to
Chapter 10.20B of the City Code pertaining to DC - Downtown Core Uses. The following
changes are proposed:
1) Modify the existing special use permit provision limiting residential units to 50
percent of the first floor. Add language to require conformance to the Design
Guidelines for Original Hastings to determine building uses per floor within the DC
District.
2) Modify building height language to allow buildings to be either 47 feet tall or
756.5 feet (height of the Finch Building). This change is consistent with a
concurrent change to the Shoreland Ordinance.
The City Council considered 1st reading of the amendment at the March 21, 2005
Meeting.
RECOMMENDATION
The Planning Commission voted 6-0 to recommend approval of the changes at the
March 14,2005 meeting. No one from the public spoke for or against the item during
the public hearing.
ATTACHMENTS
· Ordinance Amendment
· Design Guidelines for Original Hastings - Figure 2- Street Types
ORDINANCE REVIEW
Residential Use of First Floor 0 . "
Currently, residential use of the 1 st floor in the DC zoning district is allowed only by
Special Use Permit if the residential use is "accessory to a commercial use, less than
50% of the first floor level area, and in the rear of the building."
The DC zoning district already requires conformance with the Design Guidelines for
Original Hastings. The guidelines were adopted as part of the Heart of Hastings Master
Plan in 2003, (please see attached figures) and regulate the design, placement, type,
and uses for Downtown Development. The downtown area is divided into different
"Street Types" (based on traffic, use, and commercial viability), as follows:
Street Type
Location
Building Functions (Uses)
Main Street
2n Street (Vermillion to Bailey)
Downtown
Remainder of Downtown -
Generally North of 4th Street
between Eddy & Bailey
Downtown Alleys -
Generally North of 4th Street
between Eddy & Bailey
Below Ground = Parking, Work,
Ground level = Retail
U er Levels = Live, Work, Retail
Below Ground = Parking, Work
Ground level = Live, Work Retail
U er Levels = Live Work Retail
Below Ground = Parking, Work
Ground level = Retail, Work
U er Levels = Live, Work
Downtown
Alley
Proposed Changes to The Design Guidelines for Original Hastings
The Planning Commission also recommended the following changes be made to The
Design Guidelines for Original Hastings:
1) First Street, between Vermillion Street and Bailey Street should be identified as a
"Downtown" Street on Figure 2 - Street Types. The street is not currently identified
on Figure 2.
2) Residential use (live) shall be added as an allowable use under "Ground Level
Uses" for "Downtown Alley" on Figure 4 - Frontage Key. The change would allow
for residential garage use.
Building Height
Changes would allow buildings over 47 feet in height if the maximum building height was
less than 756.5 feet (upper level ofthe Finch Building). This would on!!, affect areas with a
lower ground elevation than the Finch Building (generally north of 2n Street).
~ "
ORDINANCE NO.
, SECOND SERIES
AN ORDINANCE OF THE CITY OF HASTINGS, MINNESOTA AMENDING CHAPTER
10, SECTION 10.20B OF THE HASTINGS CITY CODE PERTAINING TO:
DC - DOWNTOWN CORE ZONING DISTRICT REQUIREMENTS
BE IT ORDAINED by the City Council of the City of Hastings as follows:
Chapter 10 of the Hastings City code is amended as follows:
SECTION 10.208. DC DOWNTOWN CORE DISTRICT
SUBD. 1. Intent. The intent of the Downtown Core District is to create a vibrant
mixed -use core with an aesthetic character that is distinctly different than other areas of
the community and mix of uses arranged in a manner that encourages pedestrian
movement and accessibility. The Downtown Core District focuses on the vertical integration
of uses requiring certain uses to integrate residential housing above street level
businesses. These high density residential developments have historically contributed too
the life-cycle housing mix available in and around the downtown. Maintaining historical
residential housing densities is also a contributor to downtown commerce and street level
activity. Maintaining the historic distribution of business and density of housing is essential
to protect municipal and private investment. Planning efforts to secure a transit center in
the downtown will further the objectives maintaining and enhancing a pedestrian scale
core. Careful design of buildings, public, and private spaces is also a primary focus in the
Downtown Core District which shall be guided by the Original Hastings Design Guidelines
as adopted by the City Council. The guidelines establish design criteria for building fronts
that are bases on street types.
SUBD. 2. Uses Permitted.
A. Commercial retail and service establishments that have floor areas of less
than 15,000 square feet on any single level including, but not limited to, the
following:
1. Retail and service establishments excluding automobile repair.
2. Offices.
3. Entertainment and amusement services.
4. Lodging services including hotel and motel.
B. Public and semi-public buildings. c . "
C. Private Clubs.
D. Residential dwellings provided they are located above the first floor level.
E. Automobile parking lots subject to following conditions:
1. Parking lots shall not have frontage or driveway access points on
streets with an east/west orientation, if an alternate access to the
property is available.
2. Parking lots may front on street with a north\south orientation when a
landscape buffer is provided along the perimeter of the parking areas
in accordance with Sect. 10.09.
3. Every attempt shall be made to locate parking lots internally within a
block to allow building to front on street corridors.
4. Existing alleys should be utilized whenever practical to facilitate
orderly access and use of land.
F. Churches
G. Accessory uses incidental to the foregoing principal uses.
SUBD. 3. Uses by Special Permit.
A. Outdoor patio areas for entertainment, dining, and recreational activities;
B. Small animal clinics, excluding establishments with outside runs and
non-patient overnight boarding;
C. Towers as regulated by Section 10.05 Subd. 12 of this chapter.
D. Residential dwellings on the first floor level provided the dVlelling is
3ccessory to 3 commerci31 use, less th3n 50% of the first level floor 3rea and
is located in the rear of the building with a separate outside entrance. ill
accordance with the Desk:m Guidelines for Oriqinal HastinQs. includinQ
conformance to Fiqure 2 - Street Types, and Fiqure 4 - Frontaqe Key.
SUBD. 1. Bulk Standards
A. Minimum Lot Width
B. Minimum Lot Depth
C. Maximum Building Height
D. Minimum Residential Density
E. Minimum Floor Area Ratio for Non-Residential
uses (vertically mixed buildings)
22 feet
80 feet
47 feet or 756.5 feet above
sea level; whichever is
qreater. Maximum of 4
stories in heiqht.
14 dwelling units per acre
1.5
SUBD. 5. Building and Site Design Approvals granted through building permit,
site plan, special use permit, or planned residential development shall require conformance
with the Original Hastings Design Guidelines as adopted by the City Council.
ALL OTHER SECTIONS SHALL REMAIN UNCHANGED
ADOPTED by the Hastings City Council on this 4th day of April 2005.
"
Michael D. Werner, Mayor
ATTEST:
Melanie Mesko Lee, City Clerk
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FRONTAGE KEY for BUILDINGS
The Heart of HastinQs. Minnesota
The frontage Is the Interface between the street and the building.
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Memo
To:
Mayor Werner and City Council
From:
John Hinzman, Planning Director
Date:
April 4, 2005
Subject:
Public Hearing: Ordinance Amendment #2005-17 - Shoreland
Ordinance - Downtown Development
REQUEST
The City Council is asked to hold a public hearing to approve the attached
amendments to Chapter 16 - Shoreland Management of the City Code.
The City Council considered 1st reading of the amendment atthe March 7, 2005
Meeting.
RECOMMENDATION
The Planning Commission recommended unanimous approval of the proposed
changes at the February 28, 2005 meeting.
ATTACHMENTS
· Ordinance Amendment
HISTORY
The existing Ordinance was adopted from the DNR template ordinance in 1994.
The ordinance is geared primarily at new development. Many problems have
arisen in trying to regulate development in the more dense areas of downtown
and surrounding neighborhoods.
> "
MAJOR OBJECTIVES
The following major objectives were identified in amending the Shoreland
Ordinance:
1) Ensure for the redevelopment of Downtown consistent with the Heart of
Hastings Master Plan. Addressed in the amendment - Agreement
with DNR.
2) Provide better conformity between Shoreland lot sizes and R-2
regulations; the current minimum Shoreland Lot size of 15,000 square
feet is double the 7,000 s.f. minimum R-2 size. Not addressed in the
amendment, still working with DNR.
MAJOR CHANGES
Major changes include the following:
1) Raise the maximum height requirement for downtown buildings from to no
higher than the Finch Building See Page 22
2) Increase maximum impervious surface coverage from 25 to 35 percent.
Allow buildings existing before 1994 up to 75 percent coverage; and
above 75 percent by special use permit. See Page 26
3) Establish Planned Residential Development procedures for downtown and
new development areas. See Page 34
4) Update references to new city ordinances and changes in state
regulations.
5) Better tie in requirements of other chapters of the City Code including
Zoning, Subdivison, Flood Plain, and Stormwater Management.
6) Amend variance procedure to be consistent with that of the Zoning Code.
7) Delete specific land use district requirements for Shoreland - Use those of
the Zoning Ordinance instead.
8) Eliminate separate height and front yard setback requirements - must
comply with zoning only.
9) Prohibit all feedlots, intensive vegetation clearing, and metallic mining in
Shoreland Districts
ORDINANCE NO.
, SECOND SERIES
AN ORDINANCE OF THE CITY OF HASTINGS, MINNESOTA AMENDING CHAPTER 16, OF
THE HASTINGS CITY CODE PERTAINING TO:
SHORELAND MANAGEMENT ORDINANCE
BE IT ORDAINED by the City Council of the City of Hastings as follows:
Chapter 16 of the Hastings City code is amended as follows:
CHAPTER 16
SHORELAND MANAGEMENT ORDINANCE
SECTION 16.01 - STA TUTORY AUTHORIZA TION AND POLICY
Subd.1. Statutory Authorization
This shoreland ordinance is adopted pursuant to the authorization and policies
contained in Minnesota Statutes, Chapter 1 Oa3F, Minnesota Regulations, Parts
6120.2500 - 6120.3900, and the planning and zoning enabling legislation in
Minnesota Statutes, Chapter 462.
Subd.2.
Policy
The uncontrolled use of shorelands of the City of Hastings, Minnesota affects the
public health, safety and general welfare not only by contributing to pollution of
public waters, but also by impairing the local tax base. Therefore, it is in the best
interests of the public health, safety and welfare to provide for the wise
subdivision, use and development of shorelands of public waters. The
Legislature of Minnesota has delegated responsibility to local governments of the
state to regulate the subdivision, use and development of the shorelands of
public waters and thus preserve and enhance the quality of surface waters,
conserve the economic and natural environmental values of shorelands, and
provide for the wise use of waters and related land resources. This responsibility
is hereby recognized by the City of Hastings.
SECTION 16.02 - GENERAL PROVISIONS AND DEFINITIONS
Subd.1. Jurisdiction and Boundaries
U The provisions of this ordinance shall apply to the shoretands of the public
water bodies as classified in Section 16.04~ of this ordinance. Pursuant to
Minnesota Regulations, Parts 6120.2500 6120.3900, no lake, pond, or
flowage less than 10 acres in size need be regubted in 3 local government's
shorel3nd regul3tions. ^ body of water created by a private user INhere there
'Nas no previous shorel3nd may, at the discretion of the governing body, be
exempt from this ordinance.
1.2 The shorelands within the City of Hastinqs is hereby established as the
Shoreland Overlav District with its attendant requlations. The boundaries of
the Shoreland District are established within 1000 feet from the ordinary hiqh
water level of a lake, pond or fIowaqe that is qreater than ten (10) acres in
size and 300 feet from a river or stream. or the landward extent of a flood
plain desiqnated bv ordinance on a river or stream. whichever is qreater.
The Shoreland Overlav Districts are specificallv delineated on the official
zoninq map of the City of Hastinqs. and is herby adopted bv reference and
declared to be part of this ordinance.
1.3 The Shoreland Overlav District shall overlav the zoninq districts established
bv Chapter 10 Land Use Requlations (Zoninq) of the Code of Ordinances of
the City of Hastinqs. as amended from time to time. The requlations and
requirements imposed bv this ordinance shall be in addition to those
established for the underlvinq zoninq districts and the conditions and
requlations of any other applicable ordinance and requlation of the City. In
the event of a conflict between ordinance requirements. the most restrictive
provision shall applv.
Subd.2.
Compliance
The use of any shoreland of public waters; the size and shape of lots; the use,
size, type and location of structures on lots; the installation and maintenance of
water supply and waste treatment systems, the grading and filling of any
shoreland area; the cutting of shoreland vegetation; and the subdivision of land
shall be in full compliance with the terms of this ordinance and other applicable
regulations.
Subd.3.
Enforcement
The City of Hastings is responsible for the administration and enforcement of this
ordinance. Any violation of the provisions of this ordinance or failure to comply
with any of its requirements (including violations of conditions and safeguards
established in connection with grants of variances or special uses) shall
constitute a misdemeanor and shall be punishable as defined by law. For each
day. the violation continues a separate offense shall be declared. Violations of
this ordinance C3n occur regardless of 'Nhether or not 3 permit is required for a
Chapter 16 - Shoreland Ordinance
Draft NO.7 - City Council 2nd Reading - April 4, 2005
Page 3 of 38
regulatod activity pursuant to Section 3.1 of this ordinance. In'the event of a
violation or threatened violation of this ordinance, the City may institute
appropriate actions or proceedinqs to prevent, restrain. correct, or abate such
violations or threatened violations and it is the duty of the City Attorney to
institute such action.
Subd.4.
Interpretation
In their interpretation and :::1pplication, the provisions of this ordinance shall be
held to be minimum requirements and shall be liberally construed in favor of the
governing body and sh:::111 not be deemed :::1 limitation or repeal of :::1ny other
powers granted by State Statutes. The boundaries of the Shoreland Overlay
District shall be determined bY scalinq distances on the official zoninq map.
Where interpretation is needed to the boundaries of the Shoreland Overlay
Districts as shown on the official zoninq map, the rules established in Section
10.04 of Chapter 10 Land Use ReQulations (Zoninq) of the Code of Ordinances
shall be followed.
Subd.5.
Severability
If any section, clause, provision, or portion of this ordinance is adjudged
unconstitutional or invalid by a court of competent jurisdiction, the remainder of
this ordinance shall not be affected thereby.
Subd.6.
Abroqation and Greater Restrictions
It is not intended by this ordinance to repeal, abrogate, or impair any existing
easements, covenants, or deed restrictions. However, where this ordinance
imposes greater restrictions, the provisions of this ordinance shall prevail. All
other ordinances inconsistent with this ordinance are hereby repealed to the
extent of the inconsistency only.
Subd.7.
Definitions
Unless specifically defined below, words or phrases used in this ordinance shall
be interpreted so as to give them the same meaning as they have in common
usage and so as to give this ordinance its most reasonable application. For the
purpose of this ordinance, the words "must" and "shall" are mandatory and not
permissive. All distances, unless otherwise specified, shall be measured
horizontally.
Bluff. "Bluff" means a topographic feature such as a hill, cliff, or embankment
having the following characteristics (an area with an average slope of less than
18 percent over a distance for 50 feet or more shall not be considered part of the
bluff):
Chapter 16 - Shoreland Ordinance
Draft No. 7 - City Council 2nd Reading - April 4, 2005
Page 4 of 38
"
(1) Part or all of the feature is located in a shoreland area;
(2) The slope rises at least 25 feet above the ordinary high water level of the
waterbody;
(3) The grade of the slope from the toe of the bluff to a point 25 feet or more
above the ordinary high water level averages 30 percent or greater; and
(4) The slope must drain toward the waterbody.
Bluff impact zone. "Bluff impact zone" means a bluff and land located within 20
feet from the top of a bluff.
Boathouse. "Boathouse" means a structure designed and used solely for the
storage of boats or boating equipment.
Building line. "Building line" means a line parallel to a lot line or the ordinary high
water level at the required setback beyond which a structure may not extend.
Commercial use. "Commercial use" means the principal use of land or buildings
for the sale, lease, rental, or trade of products, goods, and services.
Commissioner. "Commissioner" means the commissioner of the Department of
Natural Resources.
Deck. "Deck" means a horizontal, unenclosed platform with or without attached
railings, seats, trellises, or other features, attached or functionally related to a
principal use or site and at any point extending more than three feet above
ground.
Duplex, triplex, and quad. "Duplex," triplex," and "quad" means a dwelling
structure on a single lot, having two, three, and four units, respectively, being
attached by common walls and each unit equipped with separate sleeping,
cooking, eating, living, and sanitation facilities.
Dwelling site. "Dwelling site" means a designated location for residential use by
one or more persons using temporary or movable shelter, including camping and
recreational vehicle sites.
Extractive use. "Extractive use" means the use of land for surface or subsurface
removal of sand, gravel, rock, industrial minerals, other nonmetallic minerals,
and peat not regulated under Minnesota Statutes, sections 93.44 to 93.51.
Forest land conversion. "Forest land conversion" means the clear cutting of
Chapter 16 - Shoreland Ordinance
Draft No. 7 - City Council 2nd Reading - April 4, 2005
Page 5 of 38
forested lands to prepare for a new land use other than reestab~ishment of a
subsequent forest stand.
Hardship. "Hardship" means the same as that term is defined in Minnesota
Statutes, Chapter 462.
Height of building. "Height of building" means the vertical distance between the
highest adjoining ground level at the building or ten feet above the lowest ground
level, whichever is lower, and the highest point of a flat roof or average height of
the highest gable of a pitched or hipped roof.
Industrial use. "Industrial use" means the use of land or buildings for the
production, manufacture, warehousing, storage, or transfer of goods, products,
commodities, or other wholesale items.
Intensive vegetation clearing. "Intensive vegetation clearing" means the
complete removal of trees or shrubs in a contiguous patch, strip, row, or block.
Lot width. "Lot width" means the shortest distance between lot lines measured
at the midpoint of the building line.
Nonconformity. "Nonconformity" means any legal use, structure or parcel of land
already in existence, recorded, or authorized before the adoption of official
controls or amendments thereto that would not have been permitted to become
established under the terms of the official controls as now written, if the official
controls had been in effect prior to the date it was established, recorded or
authorized.
Ordinary high water level (OWHL). "Ordinary high water level" means the
boundary of public waters and wetlands, and shall be an elevation delineating
the highest water level which has been maintained for a sufficient period of time
to leave evidence upon the landscape, commonly that point where the
natural vegetation changes from predominantly aquatic to predominantly
terrestrial. For watercourses, the ordinary high water level is the elevation of the
top of the bank of the channel. For reservoirs and flowages, the ordinary high
water level is the operating elevation of the normal summer pool.
Public waters. "Public waters" means any waters as defined in Minnesota
Statutes, section 105.37, subdivisions 11 ~md 15 103.G.
Riparian. "Riparian" means land or uses located adjacent to the bank of a river
or lake.
Semipublic use. "Semipublic use" means the use of land by a private, nonprofit
Chapter 16 - Shoreland Ordinance
Draft No. 7 - City Council 2nd Reading - April 4, 2005
Page 6 of 38
organization to provide a public service that is ordinarily openio some persons
outside the regular constituency of the organization.
Sensitive resource management. "Sensitive resource management" means the
preservation and management of areas unsuitable for development in their
natural state due to constraints such as shallow soils over groundwater or
bedrock, highly erosive or expansive soils, steep slopes, susceptibility to
flooding, or occurrence of flora or fauna in need of special protection.
Setback. "Setback" means the minimum horizontal distance between a
structure, sewage treatment system, or other facility and an ordinary high water
level, sewage treatment system, top of a bluff, road, highway, property line, or
other facility.
Sewage treatment system. "Sewage treatment system" means a septic tank and
soil absorption system or other individual or cluster type sewage treatment
system as described and regulated in Section ~ 16.05. Subd. 8.2 of this
ordinance.
Sewer system. "Sewer system" means pipelines or conduits, pumping stations,
and force main, and all other construction, devices, appliances, or
appurtenances used for conducting sewage or industrial waste or other wastes
to a point of ultimate disposal.
Shore impact zone. "Shore impact zone" means land located between the
ordinary high water level of a public water and a line parallel to it at a setback of
50 percent of the structure setback.
Shoreland. "Shoreland" means land located within the following distances from
public waters: 1 ,000 feet from the ordinary high water level of a lake, pond, or
flowage; and 300 feet from a river or stream, or the landward extent of a
floodplain designated by ordinance on a river or stream, whichever is greater.
The limits of shorelands may be reduced whenever the waters involved are
bounded by topographic divides which extend landward from the waters for
lesser distances and when approved by the commissioner.
Significant historic site. "Significant historic site" means any archaeological site,
standing structure, or other property that meets the criteria for eligibility to the
National Register of Historic Places or is listed in the State Register of Historic
Sites, or is determined to be an unplatted cemetery that falls under the
provisions of Minnesota Statutes, section 307.08. A historic site meets these
criteria if it is presently listed on either register or if it is determined to meet the
qualifications for listing after review by the Minnesota state archaeologist or the
director of the Minnesota Historical Society. All unplatted cemeteries are
automatically considered to be significant historic sites.
Chapter 16 - Shoreland Ordinance
Draft No.7 - City Council 2nd Reading - April 4, 2005
Page 7 of 38
Special use. "Special use" means a land use or development as defined by
ordinance that would notbe appropriate generally but may be allowed with
appropriate restrictions as provided by official controls upon a finding that certain
conditions as detailed in the zoning ordinance exist, the use or development
conforms to the comprehensive land use plan of the community, and the use is
compatible with the existing neighborhood.
Steep slope. "Steep slope" means land where agricultural activity or
development is either not recommended or described as poorly suited due to
slope steepness and the site's soil characteristics, as mapped and described in
available county soil surveys or other technical reports, unless appropriate
design and construction techniques and farming practices are used in
accordance with the provisions of this ordinance. Where specific information is
not available, steep slopes are lands having average slopes over 12 percent, as
measured over horizontal distances of 50 feet or more, that are not bluffs.
Structure. "Structure" means anvthinq constructed or erected with a fixed
location on the qround. Amonq other thinqs. structures include buildinqs.
manufactures homes and fences.
Surface water-oriented commercial use. "Surface water-oriented commercial
use" means the use of land for commercial purposes, where access to and use"
of a surface water feature is an integral part of the normal conductance of
business. Marinas, resorts, and restaurants with transient docking facilities are
examples of such use.
Toe of the bluff. "Toe of the bluff" means the point on a bluff where there is, as
visually observed, a clearly identifiable break in the slope, from gentler to steeper
slope above. If no break in the slope is apparent, the toe of bluff shall be
determined to be the lower end of a 50-foot segment, measured on the ground,
with an average slope exceeding 18 percent.
Top of the bluff. "Top of the bluff" means the point on a bluff where there is, as
visually observed, a clearly identifiable break in the slope, from steeper to gentler
slope above. If no break in the slope is apparent, the top of bluff shall be
determined to be the upper end of a 50-foot segment, measured on the ground,
with an average slope exceeding 18 percent.
Water-oriented accessory structure or facility. "Water-oriented accessory
structure or facility" means a small, above ground building or other improvement,
except stairways, fences, docks, and retaining walls, which, because of the
relationship of its use to a surface water feature, reasonably needs to be located
closer to public waters than the normal structure setback. Examples of such
structures and facilities include boathouses, gazebos, screen houses, fish
houses, pump houses, and detached decks.
Chapter 16 - Shoreland Ordinance
Draft No. 7 - City Council 2nd Reading - April 4, 2005
Page 8 of 38
SECTION 16.03 - A DMINISTRA TION ' . "
Subd.1. Permits Required
1.1 A shoreland permit is required for the construction of buildings or building
additions (and including such related activities as construction of decks and
signs), the installation and/or alteration of sewage treatment systems, and those
grading and filling activities not exempted by Section ~ 16.05. Subd. 3.2 of this
ordinance. Application for a shoreland permit shall be made to the Community
Development Division Plannina Department on the forms provided. The
application shall include the necessary information so that the Community
Development Division Planninq Department can determine the site's suitability
for the intended use and that a compliant sewage treatment system will be
provided.
1.2 A shoreland permit authorizing an addition to an existing structure shall
stipulate that an identified nonconforming sewage treatment system, as defined
by Section ~ 16.05. Subd. 8 shall be reconstructed or replaced in accordance
'with the provisions of this ordinance. Any use, arrangement, or construction at
variance with that authorized by permit shall be deemed a violation of this
ordinance and shall be punishable as provided in Section ~ 16.99 of this
ordinance.
Subd.2
Variances
2.1 V3ri::mces m3Y only be gr3nted in 3ccord3nce with Minnesot3 St3tutes -162,
3S 3pplic3ble. .^. v3ri3nce m3Y not circumvent the gener31 purposes 3nd intent of
this ordin3nce. No 'ari3nce m3Y be gr3nted th3t would allow any use th3t is
prohibited in the zoning district in which the subject property is loc3ted.
Conditions m3Y be imposed in the gr3nting of 3 '3ri3nCe to ensure compli3nce
3nd to protect 3dj3cent properties and the public interest. In considering a
v3ri3nce request, the b03rd of 3djustment must also consider 'Nhether the
property owner h3S re3son3ble use of the 13nd 'lIithout the v3ri3nce, \Nhether the
property is used season311y or ye3r round, whether the v3ri3nce is being
requested solely on the b3sis of economic consider3tions, 3nd the
ch3r3cteristics of development on 3dj3cent properties. Applications for
variances from this ordinance shall be administered in accordance with the
procedures in Chapter 10 Land Use Requlations (Zonina) of the Code of
Ordinances and reviewed in accordance with Minnesota Statutes 462.357 in
addition to the followinq:
A. All variance requests shall be accompanied bv a land use application.
B. Variance applications shall be submitted to the Department of Natural
Resources in accordance with Subd. 3 of this section.
C. Conditions may be imposed in the qrantinq of a variance to insure
Chapter 16 - Shoreland Ordinance
Draft No. 7 - City Council 2nd Reading - April 4, 2005
Page 9 of 38
compliance and to protect adiacent properties and the public interest.
D. The board of adiustment shall hear and decide requests for variances
in accordance with the rules that it has adopted for the conduct of
business. When a variance is approved after the Department of
Natural Resources has formally recommended denial in the hearinq
record. the notification of the approved variance required in Subd. 3 of
this section shall also include the board of adiustment's summary of
the public record\testimony and the findinqs of facts and conclusions
which supported the issuance of the variance.
2.2 The board of 3djustment shall he3r 3nd decide requests for '3riances in
accord3nce 'Nith tho rules th3t it h3s 3dopted for the conduct of business. VVhen
3 v3ri3nce is approved 3fter the Dep3rtment of N3tur31 Resources h3s form311y
recommendod doni31 in the he3ring rocord, tho notific3tion of the 3pprovod
v3ri3nce requirod in Section 3.32 below sh311 31so includo the b03rd of
3djustmont's summ3ry of tho public record/testimony 3nd tho findings of f3cts
3nd conclusions which supported tho issu3nce of the vari3nce.
2.~Z For existing developments, the application for variance must clearly
demonstrate whether a conforming sewage treatment system is present for the
intended use of the property. The variance, if issued, must require
reconstruction of a nonconforming sewage treatment system.
Subd.3.
Notifications to the Department of Natural Resources
3.1 Copies of all notices of any public hearings to consider variances,
amendments, or condition31 uses special use permits under loc31 shorebnd
man3gement controls from the requirements of this ordinance must be sent to
the commissioner or the commissioner's designated representative and
postmarked at least ten days before the hearings. Notices of hearings to
consider proposed subdivisions/plats must include copies of the subdivision/plat.
3.2 A copy of approved amendments and subdivisions/plats, and final decisions
granting variances or condition31 uses special use permits undor IOC31 shorol3nd
m3nagement controls from the requirements of this ordinance must be sent to
the commissioner or the commissioner's designated representative and
postmarked within ten days of final action.
Subd.4.
Special Use Permits
4.1 All uses that require a special use permit by the underlyinq zoninQ district or
any other ordinance shall comply with the requirements of Chapter 10 Land Use
Requlations (Zoninq) of the Code of Ordinances in addition to the followinq:
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A. All special use permit applications shall be accompanied"by a land use
application.
B. Special use permit applications shall be submitted to the Department of
Natural Resources in accordance with Subd. 3 of this section.
C. Applications for special use permits shall be administered in accordance
with the procedures in Chapter 10 Land Use Requlations (Zoninq) of the
Code of Ordinances and reviewed in accordance with Minnesota Statutes
462.357.
4.2 Evaluation criteria. A thorouqh evaluation of the waterbody and the
topoaraphic. veaetation. and soils conditions on the site must be made to
ensure:
A. the prevention of soil erosion or other possible pollution of public
waters. both durina and after construction:
B. the visibilitv of structures and other facilities as viewed from public
waters is limited:
C. the site is adequate for water supply and on-site sewaqe treatment:
and
D. the types. uses. and numbers of watercraft that the proiect will .
aenerate are compatible in relation to the suitability of public waters
to safely accommodate these watercraft.
4.3 Conditions attached to special use permits. Conditions may be imposed in
the arantina of a special use permit to insure compliance. protect adiacent
properties and the public interest. and to fulfill the purposes of this
ordinance. Such conditions may include. but are not limited to. the followina:
A. Increased setbacks from the ordinary hiah water level:
B. Limitations on the natural veaetation to be removed or the
requirement that additional veaetation be planted: and
C. Special provisions for the location. desiqn. and use of structures.
sewaae treatment systems. watercraft launchina and dockina
areas. and vehicle parkina areas.
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Page 11 of 38
SECTION 16.04 - SHORELAND CLASSIFICATION SYSTEM AND> Li\ND USE
DISTRICTS
Subd.1 Shoreland Classification System
1.1 The public waters of Hastings have been classified below consistent with the
criteria found in Minnesota Regulations, Part 6120.3300, and the Protected Waters
Inventory Map for Dakota and Washington County, Minnesota. Pursuant to Minnesota
Rules. Chapters 6120.2500 - 6120.3900 no lake. pond or flowaqe less than ten (10)
acres in size need be requlated by this ordinance but shall be subiect to the
requirements of Chapter 15 (Stormwater Manaqement) of the Code of Ordinances.
The shoreland classification are:::I for the waterbodies listed in sections 1.12 and 1.13
arc defined in section 2.7 and :::IS shm\'n on the Official Zoning Map. In the City of
Hastinqs are as follows:
1.2 Lakes
a) Natural Environment Lake - Lake Rebecca
b) Recreational Development Lake - Lake Isabell
1.3 Rivers and Streams
a). Transition Rivers - Mississippi and Vermillion Rivers
b). Tributary Streams - Sand Coulee Flowage *
* All protected watercourses in the City of Hastings not given a classification in
Item "a" above shall be considered "Tributary".
Subd.2.
Land Use District Descriptions
The land uses allowable for the Shoreland District shall follow the permitted. accessory
and special use desiqnations of the underlvinq zoninq district of the property contained
in Chapter 10 Land Use Requlations (Zoninq Ordinance). Chapter 13 Floodplain
Requlations. and Chapter 19 Mississippi River Corridor Area Ordinance except that
aqricultural feedlots shall not be permitted in any district. In the event there is a conflict
between the requlations of these ordinances. the most restrictive ordinance shall apply.
2.1 Criteri:::l For Designation. The I::md use districts in Chapter 10 (Zoning Ordinance)
:::Ind the deline:::Ition of a l:::Ind use district's boundaries on the Offici:::ll Zoning M:::Ip, must
be consistent 'Nith the goals, policies, :::Ind objectives of the comprehensive land use
pl:::In :::Ind the following criteri:::I, consider3tions, 3nd objectives:
A Gener31 Consider3tions 3nd Criterb for All L3nd Uses:
Chapter 16 - Shore/and Ordinance
Draft No. 7 - City Council 2nd Reading - April 4, 2005
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"
(1) preservation of natural areas;
(2) present ownership and development of shoreland areas;
(3) shoreland soil types and their engineering capabilities;
('1) topographic characteristics;
(5) vegetative cover;
(6) in '.'later physical characteristics, values, and constraints;
(7) recreational use of the surface '.~.(ater;
(8) road and service center accessibility;
(9) socioeconomic development needs and plans as they involve water and
related land resources;
(10) the land requirements of industry '!.'hich, by its nature, requires location in
shoreland areas; and
(11) the necessity to preserve and restore certain areas having significant
historical or ecological value.
2.2 Land Use District Descriptions. The land use districts contained in Chapter 10
(Zoning Ordinance) and below as well as the allo'Nable land uses therein for tho given
classifications of waterbodies, are delineated on the Shoroland Map and/or Offici:::tl
Zoning Map for the shorelands of this community. These land use districts are in
conformance '."./ith the criteri:::t specified in Minnesota
Regulation, Part 6120.3200, Subp. 3:
P - Permitted; S - Special Use; and N - Not Permitted
1\. Land Use Districts For Lakes
Recreational Natural
Dovelopment: Environment:
Lake Isabell Lake Rebecca
(1) ,l\gricultural District Uses
Forest management
Agricultural: cropland and pasture
Agricultural foedlots
Parks and historic sites
Extracti'.'e use
P
P
S
S
S
P
P
S
S
S
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Single residential
Mining of metallic minerals ~:md peat
sc.~ "
p
s
P
(2) R 1 and R 2 Residential Districts Uses
Single residential
Parks & historic sites
Duplex and triplex
P
S
P
P
S
S
(3)
R 3, R 1, R 5 and R 7 Residential Districts Uses
PRO Single residential P
Semipublic S
Parks & historic sites S
Duplex, triplex, quad
residential P
P
S
S
P
(1) 1\11 Commercial and Industrial Districts Uses
Commercial
Industrial
Public, semipublic
Parks & historic sites
P
S
P
S
S
N
S
S
(5) '.'Vater Oriented Commercial
District Uses *
Surface water oriented
commercial
Public, semipublic
Parks & historic sites
Forest management
p
S
S
P
S
S
S
P
*
Subject to the provisions contained in Chapter 13 (Floodplain Ordinance)
B. Land Use DistrictG for Rivers and Streams
TranGition Tributary
(1) Special Protection District Uses
Forest management
Sensitive reGource management
Agricultural: cropland and pasture
Agricultural feedlots
Parks and historic sites
Extractive use
Single residential
Mining of metallic minerals and peat
P
P
P
S
S
S
S
P
P
P
P
S
S
S
S
P
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"
(2) R 1 and R 2 Residential Districts Uses
Single residenti31
Semipublic
Parks and historic sites
Duplex and triplex
P
S
S
S
P
P
P
S
(3) R 3, R ~, R 5 and R 7 Residentbl Districts Uses
Single residenti31
Semipublic
P3rks 3nd historic sites
Duplex, triplex, quad residentbl
P
S
S
P
p
S
S
P
(4) 1\11 Commercbl 3nd Industrial Districts Uses
Commerci31
Industrbl
Public, semipublic
Parks & historic sites
S
N
S
S
s
s
s
S
(5) 'N3ter oriented Commerci31 Uses *
Surface 'N3ter oriented commerci31
Public, semipublic
Parks and historic Sites
Forest man3gement
S
S
S
S
S
P
S
S
*
Subject to the provisions cont3ined in Ch3ptcr 13 (Floodpl3in Ordin3nce)
2.3 Use 3nd Upgrading of Inconsistent L3nd Use Districts.
A. \^Jhen land use districts or uses adopted in Chapter 10 (Zoning Ordinance), as
they apply to shorel3nd 3re3S, 3nd their deline3ted boundaries on the Offici31 Zoning
Map, are not consistent with the land use district or uses specified in Section 4.22
herein 3nd!or the Shorebnds M3p, the more restrictive shall apply. These inconsistent
I3nd use district designations may continue until revisions are proposed to change
either the I3nd use district designation within an existing I3nd use district boundary
sho'lm on the Official Zoning Map or to modify the boundal)' of an existing land use
district shown on the Official Zoning Map.
B. '.^/hen a revision is proposed to ~m inconsistent land use district provision, the
following additional criteri3 and procedures shall apply:
(1) For Lakes. VVhen a revision to a land use district designation on 3 lake is
considered, the land use district boundaries and use provisions therein for all the
shorebnd 3re3S within the jurisdiction of this ordin3nce on s3id bke must be revised to
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Page 15 of 38
make them substantially compatible ':.'ith the framm.vork in Sections 1.21 and 1.22 of
this ordinance.
(2) For Rivers and Streams. VVhen a revision to a land use district designation on a
river or stream is proposed, the I3nd use district boundaries and the use provisions
therein f{)r all shoreland on both sides of the river or stream within the same
classification \A..ithin the jurisdiction of this ordinance must be revised to make them
substantially compatible '.\'ith the frame'Nork in Sections '1.21 and 1.22 of this ordinance.
If the same river classification is contiguous for more than a five mile segment, only the
shorel3nd for a distance of 2.5 miles upstream and downstream, or to the class
boundary if closer, need be evaluated and revised.
C. 'Nhen an interpretation question arises about 'Nhether a specific I3nd use fits
'Nithin a given "use" category, the interpretation shall be made by the Board of
Adjustment. 'Nhen a question arises as to whether a land use district's boundaries are
properly delineated on the Official Zoning Map and/or Shoreland Map, this decision
shall be made by the Hastings City Council.
D. When a revision is proposed to an inconsistent land use district pro'.'ision by an
individual party or I3ndowner, this individual party or bndm\'ner '.viii only be responsible
to provide the supporting and/or substantiating information f{)r the specific parcel in
question. The Hastings City Council will direct the Community Development staff to
provide such additional information for this waterbody as is necessary to satisfy Items ^ .
and B above.
E. The Hastings City Council shall make a detailed finding of fact and conclusion
'h'hen taking final action that this revision, and the upgrading of any inconsistent land
use district designations on said waterbody, are consistent 'JJith the enumerated criteria
and use provisions of Section 1.2.
SECTION 16.05 - ZONING AND WA TER SUPPL Y/SANITARY PROVISIONS
Subd.1. Lot Area and Width Standards.
The lot area (in square feet) and lot width standards (in feet) for single, duplex, triplex
and quad residential lots created after the date of enactment of this ordinance June 16.
1994 for the lake and river/stream classifications are the following:
1.1 Unsewered Lakes
a) Natural Environment (Lake Rebecca):
Riparian Lots
Area Width
Nonriparian Lots
Area Width
Single 80,000
200
80,000
200
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Duplex 120,000
Triplex 160,000
Quad 200,000
300
400
500
160,000
240,000
320,000
b) Recreational Development (Lake Isabelle):
Riparian Lots
Area Width
Single 40,000
Duplex 80,000
Triplex 120,000
Quad 160,000
1.2 Sewered Lakes:
150
225
300
375
;;.~ ~
400
600
800
Nonriparian Lots
Area Width
40,000
80,000
120,000
160,000
a) Natural Environment (Lake Rebecca):
Riparian Lots
Area Width
Single 40,000
Duplex 70,000
Triplex 100,000
Quad 130,000
125
225
325
425
150
265
375
490
Nonriparian Lots
Area Width
20,000
35,000
52,000
65,000
b) Recreational Development (Lake Isabelle):
Riparian Lots
Area Width
Single 20,000
Duplex 35,000
Triplex 50,000
Quad 65,000
75
135
195
255
125
220
315
410
Nonriparian Lots
Area Width
15,000
26,000
38,000
49,000
75
135
190
245
1.3 River/Stream Lot Width Standards. There is no minimum lot size requirements for
rivers and streams. The lot width standards for single, duplex, triplex and quad
residential developments for the ~ two river/stream classifications are:
Transition Tributary
without sewer
Single
Duplex
150
375
100
150
Tributary
with sewer
75
115
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Page 17 of 38
Triplex
Quad
500
625
200
250
150
190
.;,.", '\}
1.4 Additional Special Provisions.
A. Only land above the ordinary high water level of public waters can be used to
meet lot area standards, and lot width standards must be met at both the ordinary high
water level and at the building line. The sewer lot area dimensions in Soction 5.12 of
this section can only be used if publicly owned sewer system service is available to the
property.
B. Subdivisions of duplexes, triplexes, and quads on Natural Environment Lakes
must also meet the following standards:
(1) each building must be set back at least 200 feet from the ordinary high
water level;
(2) each building must have common sewage treatment and water systems in
one location and serve all dwelling units in the building;
(3) watercraft docking facilities for each lot must be centralized in one location
and serve all dwelling units in the building; and
(4) no more than 25 percent of a lake's shoreline can be in duplex, triplex, or
quad developments.
c. Lots intended as controlled accesses to public waters or as recreation areas for
use by owners of nonriparian lots within subdivisions are permissible and must meet or
exceed the following standards:
(1) they must meet the width and size requirements for residential lots, and
be suitable for the intended uses of controlled access lots.
(2) If docking, mooring, or over-water storage of more than six (6) watercraft
is to be allowed at a controlled access lot, then the width of the lot (keeping the
same lot depth) must be increased by the percent of the requirements for
riparian residential lots for each watercraft beyond six, consistent with the
following table:
Controlled Access Lot Frontage Requirements
Ratio of lake size
to shore length
(acres/mile)
Required increase
in frontage
(percent)
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Less than 100
100-200
201-300
301-400
Greater than 400
25
20
15
10
5
"
(3) they must be jointly owned by all purchasers of lots in the subdivision or
by all purchasers of nonriparian lots in the subdivision who are provided riparian
access rights on the access lot; and
(4) covenants or other equally effective legal instruments must be developed
that specify which lot owners have authority to use the access lot and what
activities are allowed. The activities may include watercraft launching, loading,
storage, beaching, mooring, or docking. They must also include other outdoor
recreational activities that do not significantly conflict with general public use of
the public water or the enjoyment of normal property rights by adjacent property
owners. Examples of the nonsignificant conflict activities include swimming,
sunbathing, or picnicking. The covenants must limit the total number of vehicles
allowed to be parked and the total number of watercraft allowed to be
continuously moored, docked, or stored over water, and must require
centralization of all common facilities and activities in the most suitable locations
on the lot to minimize topographic and vegetation alterations. They must also
require all parking areas, storage buildings, and other facilities to be screened by
vegetation or topography as much as practical from view from the public water,
assuming summer, leaf-on conditions.
D. Multiple Family Developments. Multiple family residential developments that
contain five (5) or more dwellinq units per buildinq or lot shall be allowed per special
use permit.
1.5 Substandard Lots of Record. Any lot of record filed in the office of the County
Reqister of Deeds on or before June 16. 1994 that does not meet the lot area and\or lot
width standards of this Ordinance may be allowed as a buildinq site provided that:
a) The lot meets all the standards of the underlyinq zoninq district.
b) The lot has been in separate ownership from abuttinq lands at all times since
it became substandard.
c) All setback. impervious surface. and dimensional requirements of this section
are complied with.
Subd.2.
Placement. Desiqn. and Heiqht of Structures.
2.1 Placement of Structures on Lots. When more than one setback applies to a site,
Chapter 16 - Shoreland Ordinance
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structures and facilities must be located to meet all setbacks. Where S1ructures exist on
the adjoining lots of a proposed building site, structure setbacks may be altered without
a variance to conform to the adjoining setbacks from the ordinary high water level,
provided the proposed building site is not located in a shore impact zone or in a bluff
impact zone. Structures shall be located as follows:
A. Structure and On-site Sewage System Setbacks (in feet) from Ordinary High
Water Level*.
Setbacks*
Classes of
Public
Waters
Structures
Unsewered Sewered
Sewage Treatment
System
Lakes
Natural
Environment
Recreational
Development
150
150
150
100
75
75
Rivers
Transition
Tributary
150
100
150
50
100
75
*One water-oriented accessory structure designed in accordance with Section
~ 16.02 of this ordinance may be set back a minimum distance of ten (10)
feet from the ordinary high water level.
B. Additional Structure Setbacks. The following additional structure setbacks apply,
regardless of the classification of the waterbody:
Setback From:
Setback (in feet)
(1) top of bluff; 30
(2) unplatted cemetery; 50
(3) right of way lino of 50
foderal, stato, or
county highway; and
(1) right of '.Na.y line of 20
town road, public stroot,
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or other ro3ds or streets
not cl3ssified.
"
C. Bluff Impact Zones. Structures and accessory facilities, except stairways and
landings, must not be placed within bluff impact zones.
D. Uses Without Water-oriented Needs. Uses without water-oriented needs must
be located on lots or parcels without public waters frontage, or, if located on lots
or parcels with public waters frontage, must either be set back double the normal
ordinary high water level setback or be substantially screened from view from the
water by vegetation or topography, assuming summer, leaf-on conditions.
2.2 Design Criteria For Structures.
A. High Water Elevations. Structures shall be placed in accordance with Chapter
13 Floodplain Requlations when floodplain regulations are applicable to the site.
Where no flood plain delineation exists, the lowest floor must be located at least
three feet above the hiqhest known water level or three feet above the ordinary
hiqh water level; whichever is qreater.
B. Water-oriented Accessory Structures. Each lot may have one water-oriented
accessory structure not meeting the normal structure setback in Section 5.21 of
this ordinance if this water-oriented accessory structure complies with the
following provisions:
(1) the structure or facility must not exceed ten feet in height, exclusive of
safety rails, and cannot occupy an area greater than 250 square feet.
Detached decks must not exceed eight feet above grade at any point;
(2) the setback of the structure or facility from the ordinary high water level
must be at least ten feet;
(3) the structure or facility must be treated to reduce visibility as viewed from
public waters and adjacent shorelands by vegetation, topography,
increased setbacks or color, assuming summer, leaf-on conditions;
(4) the roof may be used as a deck with safety rails, but must not be enclosed
or used as a storage area;
(5) the structure or facility must not be designed or used for human habitation
and must not contain water supply or sewage treatment facilities; and
(6) as an alternative for general development and recreational development
waterbodies, water-oriented accessory structures used solely for
watercraft storage, and including storage of related boating and
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Page 21 of 38
water-oriented sporting equipment, may occupy an area tip to 400 square
feet provided the maximum width of the structure is 20 feet as measured
parallel to the configuration of the shoreline.
C. Stairways, Lifts, and Landings. Stairways and lifts are the preferred alternative
to major topographic alterations for achieving access up and down bluffs and
steep slopes to shore areas. Stairways and lifts must meet the following design
requirements:
(1) stairways and lifts must not exceed four feet in width on residential lots.
Wider stairways may be used for commercial properties, and public
open-space recreational properties;
(2) landings for stairways and lifts on residential lots must not exceed 32
square feet in area. Landings larger than 32 square feet may be used for
commercial properties, and public open-space recreational properties;
(3) canopies or roofs are not allowed on stairways, lifts, or landings;
(4) stairways, lifts, and landings may be either constructed above the ground
on posts or pilings, or placed into the ground, provided they are designed
and built in a manner that ensures control of soil erosion;
(5) stairways, lifts, and landings must be located in the most visually
inconspicuous portions of lots, as viewed from the surface of the public
water assuming summer, leaf-on conditions, whenever practical; and
(6) facilities such as ramps, lifts, or mobility paths for physically handicapped
persons are also allowed for achieving access to shore areas, provided
that the dimensional and performance standards of subitems (1) to (5) are
complied with in addition to the requirements of Minnesota Regulations,
Chapter 1340.
D. Significant Historic Sites. No structure may be placed on a significant historic
site in a manner that affects the values of the site unless adequate information
about the site has been removed and documented in a public repository.
E. Steep Slopes. The City of H::Istings shall evaluate possible soil erosion impacts
and development visibility from public waters before issuing a permit for
construction of sewage treatment systems, roads, driveways, structures, or other
improvements on steep slopes. When determined necessary, conditions must
be attached to issued permits to prevent erosion and to preserve existing
vegetation screening of structures, vehicles, and other facilities as viewed from
the surface of public waters, assuming summer, leaf-on vegetation.
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2.3 Height of Structures. 1\11 structuros in residontial districts, oxcept churches and
nonrosidontbl agricultural structuros, must not excoed 25 foot in hoight as detormined
by tho Unif-orm Building Code. All buildinqs and structures shall complv with the heiqht
standards of the underlyinq zoninq district or 35 feet, whichever is more restrictive
except as follows:
A. Buildinqs in the DC - Downtown Core Zoninq District may be allowed a
maximum buildinq heiqht of 47 feet or 756.5 feet above sea level: whichever
is qreater provided the followinq:
(1) The buildinq contains no more than four (4) stories.
(2) The buildinq is setback a minimum of 150 feet from the ordinary hiqh water
level.
(3) The buildinq has been desiqned to be compatible with the historic character
of the DC District.
Subd.3.
Shoreland Alterations
Alterations of vegetation and topography will be regulated to prevent erosion into public
waters, fix nutrients, preserve shoreland aesthetics, preserve historic values, prevent
bank slumping, and protect fish and wildlife habitat.
3.1 Vegetation Alterations.
A. Vegetation alteration necessary for the construction of structures and sewage
treatment systems and the construction of roads and parking areas regulated by
Section aA 16.05. Subd. 8 of this ordinance are exempt from the vegetation
alteration standards that follow.
B. Removal or alteration of vegetation, except for agricultural and forest
management uses as regulated in Sections 5.62 and 5.63 respoctfully Section
16.05, Subd. 6.3 and 6.4, is allowed subject to the following standards:
(1) Intensive vegetation clearing within the shore and bluff impact zones and
on steep slopes is not allowed. Intensive vegetation clearing for forest
land conversion to another use outside of these areas is allowable as a
special use if an erosion control and sedimentation plan is developed and
approved by the soil and water conservation district in which the property
is located.
(2) In shore and bluff impact zones and on steep slopes, limited clearing of
trees and shrubs and cutting, pruning, and trimming of trees is allowed to
provide a view to the water from the principal dwelling site and to
Chapter 16 - Shoreland Ordinance
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accommodate the placement of stairways and landings', J:}icnic areas,
access paths, livestock watering areas, beach and watercraft access
areas, and permitted water-oriented accessory structures or facilities,
provided that:
(a) the screening of structures, vehicles, or other facilities as viewed
from the water, assuming summer, leaf-on conditions, is not
substantially reduced;
(b) along rivers, existing shading of water surfaces is preserved; and
(c) the above provisions are not applicable to the removal of trees,
limbs, or branches that are dead, diseased, or pose safety hazards.
3.2 Topographic Alterations/Grading and Filling.
A. Grading and filling and excavations necessary for the construction of structures,
sewage treatment systems, and driveways under validly issued construction
permits for these facilities do not require the issuance of a separate grading and
filling permit. However, the grading and filling standards in this Section must be
incorporated into the issuance of permits for construction of structures, sewage
treatment systems, and driveways.
8. Public roads and parking areas are regulated by Section 9-:4 16.05. Subd. 4 of
this ordinance.
C. Notwithstanding Items A. and B. above, a grading and filling permit will be
required for:
(1) the movement of more than ten (10) cubic yards of material on steep
slopes or within shore or bluff impact zones; and
(2) the movement of more than 50 cubic yards of material outside of steep
slopes and shore and bluff impact zones.
D. The following considerations and conditions must be adhered to during the
issuance of construction permits, grading and filling permits, special use permits,
variances and subdivision approvals:
(1) Grading or filling in any type 2, 3, 4, 5, 6, 7, or 8 wetland must be
evaluated to determine how extensively the proposed activity would affect
the following functional qualities of the wetland*:
(a) sediment and pollutant trapping and retention;
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(b) storage of surface runoff to prevent or reduce fldod damage;
(c) fish and wildlife habitat;
(d) recreational use;
(e) shoreline or bank stabilization; and
(f) noteworthiness, including special qualities such as historic
significance, critical habitat for endangered plants and animals, or
others.
*This evaluation must also include a determination of whether the wetland
alteration being proposed requires permits, reviews, or approvals by other
local, state, or federal agencies such as 3 w3tershod diGtrict The
Vermillion River Watershed ManaQement OrQanization, the Minnesota
Department of Natural Resources, or the United States Army Corps of
Engineers. The applicant shall submit any necessary applications as
required by other agencies.
(2) Alterations must be designed and conducted in a manner that ensures
only the smallest amount of bare ground is exposed for the shortest time
possible;
(3) Mulches or similar materials must be used, where necessary, for
temporary bare soil coverage, and a permanent vegetation cover must be
established as soon as possible;
(4) Methods to minimize soil erosion and to trap sediments before they reach
any surface water feature must be used;
(5) Altered areas must be stabilized to acceptable erosion control standards
consistent with the field office technical guides of the local soil and water
conservation districts and the United States Soil Conservation Service;
(6) Fill or excavated material must not be placed in a manner that creates an
unstable slope;
(7) Plans to place fill or excavated material on steep slopes must be reviewed
by qualified professionals for continued slope stability and must not create
finished slopes of 30 percent or greater;
(8) Fill or excavated material must not be placed in bluff impact zones;
(9) Any alterations below the ordinary high water level of public waters must
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first be authorized by the commissioner under Minnesota Statutes, section
105.42;
(10) Alterations of topography must only be allowed if they are accessory to
permitted or special uses and do not adversely affect adjacent or nearby
properties; and
(11) Placement of natural rock riprap, including associated grading of the
shoreline and placement of a filter blanket, is permitted if the finished
slope does not exceed three feet horizontal to one foot vertical, the
landward extent of the riprap is within ten feet of the ordinary high water
level, and the height of the riprap above the ordinary high water level does
not exceed three feet.
E. Connections to public waters. Excavations where the intended purpose is
connection to a public water, such as boat slips, canals, lagoons, and harbors,
must be controlled by local shoreland controls. Permission for excavations may
be given only after the commissioner has approved the proposed connection to
public waters.
Subd.4.
Placement and Desiqn of Roads. Driveways. and ParkinQ Areas.
4.1 Public and private roads and parking areas must be designed to take advantage of
natural vegetation and topography to achieve maximum screening from view from
public waters. Documentation must be provided by a qualified individual that all roads
and parking areas are designed and constructed to minimize and control erosion to
public waters consistent with the field office technical guides of the local soil and water
conservation district HastinQs Watershed Manaqement Plan and the Vermillion River
Watershed Manaqement Orqanization. as may be amended from time to time, or other
applicable technical materials.
4.2 Roads, driveways, and parking areas must meet structure setbacks and must not
be placed within bluff and shore impact zones, when other reasonable and feasible
placement alternatives exist. If no alternatives exist, they may be placed within these
areas, and must be designed to minimize adverse impacts.
4.3 Public and private watercraft access ramps, approach roads, and access-related
parking areas may be placed within shore impact zones provided the vegetative
screening and erosion control conditions of this subpart are met. For private facilities,
the grading and filling provisions of Section ~ 16.05. Subd. 3.2 of this ordinance
must be met.
Subd.5.
Stormwater Manaqement.
The following general and specific standards shall apply in addition to any other
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applicable city codes:
. "
5.1 General Standards:
A. When possible, existing natural drainageways, wetlands, and vegetated soil
surfaces must be used to convey, store, filter, and retain stormwater runoff
before discharge to public waters.
B. Development must be planned and conducted in a manner that will minimize the
extent of disturbed areas, runoff velocities, erosion potential, and reduce and
delay runoff volumes. Disturbed areas must be stabilized and protected as soon
as possible and facilities or methods used to retain sediment on the site.
C. When development density, topographic features, and soil and vegetation
conditions are not sufficient to adequately handle stormwater runoff using natural
features and vegetation, various types of constructed facilities such as
diversions, settling basins, skimming devices, dikes, waterways, and ponds may
be used. Preference must be given to designs using surface drainage,
vegetation, and infiltration rather than buried pipes and man-made materials and
facilities.
D. All development shall be consistent with the City of Hastinqs Watershed
Manaqement Plan. Chapter 15 Stormwater Manaqement of the City Code of
Ordinances. and the requirements of the Vermillion River Watershed
Manaqement Orqanization.
5.2 Specific Standards:
A. Impervious surface coverage of lots must not exceed 25 percent of the lot area
except as follows:
(1) Impervious surface coveraqe may be permitted to exceed 75 percent on
property that was platted before June 16. 1994 or property zoned DC -
Downtown Core upon approval of a Special Use Permit bv the City of
Hastinqs that demonstrates compliance with the followinq:
a) All applicable provisions of Chapter 15. Stormwater Manaqement
of the City Code of Ordinances.
b) All structures and treatments shall be installed for the treatment of
stormwater runoff in accordance with the City of Hastinqs
Watershed Manaqement Plan.
B. When constructed facilities are used for stormwater management,
documentation must be provided by a qualified individual that they are designed
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and installed consistent with the field office technical guide of the local soil and
w3ter consorv3tion districts. the City of Hastinqs Watershed Manaqement Plan.
Chapter 15 Stormwater Manaqement of the Code of Ordinances. and the
requirements of the Vermillion River Watershed Manaqement Orqanization.
C. New constructed stormwater outfalls to public waters must provide for filtering or
settling of suspended solids and skimming of surface debris before discharge.
Subd.6.
Special Provisions for Commercial. Industrial. Public/Semipublic.
Aqricultural. Forestry and Extractive Uses and Mininq of Metallic Minerals
and Peat.
6.1 Standards for Commercial, Industrial, Public, and Semipublic Uses.
A. Surface water-oriented commercial uses and industrial, public, or semipublic
uses with similar needs to have access to and use of public waters may be
located on parcels or lots with frontage on public waters. Those uses with
water-oriented needs must meet the following standards:
(1) in addition to meeting impervious coverage limits, setbacks, and other
zoning standards in this ordinance and Chapter 10 (Zoning Ordinance),
the uses must be designed to incorporate topographic and vegetative
screening of parking areas and structures;
(2) uses that require short-term watercraft mooring for patrons must
centralize these facilities and design them to avoid obstructions of
navigation and to be the minimum size necessary to meet the need; and
(3) uses that depend on patrons arriving by watercraft may use signs and
lighting to convey needed information to the public, subject to the
following general standards:
(a) no advertising signs or supporting facilities for signs may be placed
in or upon public waters. Signs conveying information or safety
messages may be placed in or on public waters by a public
authority or under a permit issued by the county sheriff;
(b) signs may be placed, when necessary, within the shore impact
zone if they are designed and sized to be the minimum necessary
to convey needed information. They must only convey the location
and name of the establishment and the general types of goods or
services available. The signs must not contain other detailed
information such as product brands and prices, must not be located
higher than ten feet above the ground, and must not exceed 32
square feet in size or consistent with those provisions contained in
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Chapter 10 (Zoning Ordinance), whichever are more restrictive. If
illuminated by artificial lights, the lights must be shielded or directed
to prevent illumination out across public waters; and
(c) other outside lighting may be located within the shore impact zone
or over public waters if it is used primarily to illuminate potential
safety hazards and is shielded or otherwise directed to prevent
direct illumination out across public waters. This does not preclude
use of navigational lights.
B. Uses without water-oriented needs must be located on lots or parcels without
public waters frontage, or, if located on lots or parcels with public waters
frontage, must either be set back double the normal ordinary high water level
setback or be substantially screened from view from the water by vegetation or
topography, assuming summer, leaf-on conditions.
6.2 Agriculture Use Standards.
A. General cultivation farming, grazing, nurseries, horticulture, truck farming, sod
farming, and wild crop harvesting are permitted uses if steep slopes and shore
and bluff impact zones are maintained in permanent vegetation or operated
under an approved conservation plan (Resource Management Systems)
consistent with the field office technical guides of the local soil and water
conservation districts or the United States Soil Conservation Service, as provided
by a qualified individual or agency. The shore impact zone for parcels with
permitted agricultural land uses is equal to a line parallel to and 50 feet from the
ordinary high water level.
B. Animal feedlots must meet the following standards:
(1) new feedlots must not be located in the shorebnd of 'Natercourses or in
bluff impact zones and must meet a minimum setback of 300 foet from
the ordinary high water level of all public waters basins; and
(2) modifications or expansions to existing feedlots that are located within 300
fect of the ordinary high water level or 'A'ithin a bluff impact zone are
allowed if they do not further encroach into the existing ordinary high
water level setback or encroach on bluff impact zones.
6.3 Forest Management Standards. The harvesting of timber and associated
reforestation must be conducted consistent with the provisions of the Minnesota
Nonpoint Source Pollution Assessment-Forestry and the provisions of Water
Quality in Forest Management "Best Management Practices in Minnesota."
6.4 Extractive Use Standards.
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.; -'10 \)
A. Site Development and Restoration Plan. An extractive use site development and
restoration plan must be developed, approved, and followed over the course of
operation of the site. The plan must address dust, noise, possible pollutant
discharges, hours and duration of operation, and anticipated vegetation and
topographic alterations in addition to any requirements contained in Chapter 10
Land Use Requlations (Zoning Ordinance). It must also identify actions to be
taken during operation to mitigate adverse environmental impacts, particularly
erosion, and must clearly explain how the site will be rehabilitated after extractive
activities end.
B. Setbacks for Processing Machinery. Processing machinery must be located
consistent with setback standards for structures from ordinary high water levels
of public waters and from bluffs.
6.5 Mining of Met3l1ic Miner31s 3nd Pe3t. Mining of metallic miner31s 3nd peat, 3S
defined in Minnesot3 Statutes, sections 93.14 to 93.51, shall be a
permitted use provided the provisions of Minnesot3 Statutes, sections
93.44 to 93.51, 3nd Chapter 10 (Zoning Ordinance) are satisfied.
Subd.7.
Special Uses Deleted in its entirety
Special uses 3110wable within shorebnd are3S shall be subject to the review and
approval procedures, 3nd criteria and conditions for review of speci31 uses
est3blished community wide. The following addition31 e'.'3Iu3tion criterb 3nd
conditions apply within shorebnd areas:
7.1 EV31u3tion criterb. ^ thorough eV31uation of the waterbody and the topographic,
vegetation, 3nd soils conditions on the site must be made to ensure:
(1) the prevention of soil erosion or other possible pollution of public waters,
both during and after construction;
(2) the visibility of structures and other facilities as viewed from public waters
is limited;
(3) the site is 3dequ3te for water supply and on site sew3ge treatmont; ::md
(4) the types, uses, and numbers of watercraft that the project will gener3te
3re comp3tible in relation to the suit3bility of public waters to safely
accommod3te these 'N3tercraft.
7.2 Conditions attached to special use permits. The Hastings City Council, upon
consideration of the criterb listed above and the purposes of this
ordinance, shall attach such conditions to the issuance of the special use
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permits :JS it deems necess:Jry to fulfill the purposes ofihis ordin:Jnce.
Such conditions m3Y include; but 3re not limited to, the following:
(1) increased setbacks from the ordinary high 'N3ter level;
(2) Iimit3tions on the n3tur31 veget3tion to be removed or the requirement th3t
3ddition31 veget3tion be pl3nted; 3nd
(3) speci:J1 provisions for the location, design, 3nd uso of structures, sew3ge
tre3tment systems, w3tercr3ft 13unching and docking are3S, 3nd vehicle
p3rking 3re3S.
Subd.8. Water Supplv and Sewaqe Treatment
8.1 Water Supply. Any public or private supply of water for domestic purposes
must meet or exceed standards for water quality of the Minnesota Department of
Health and the Minnesota Pollution Control Agency.
8.2 Sewage treatment. Any premises used for human occupancy must be
provided with an adequate method of sewage treatment in compliance with
Chapter 4 Construction Requlations of the Code of Ordinances and, as follows:
A. Publicly-owned sewer systems must be used where available.
B. All private sewage treatment systems must meet or exceed the Minnesota
Pollution
Control Agency's standards for individual sewage treatment systems
contained in the document titled, "Individual Sewage Treatment Systems
Standards, Chapter 7080", a copy of which is hereby adopted by
reference and declared to be a part of this ordinance.
C. On-site sewage treatment systems must be set back from the ordinary
high water level in accordance with the setbacks contained in Section
16.05, Subd. 2.1 ~ of this ordinance.
D. All proposed sites for individual sewage treatment systems shall be
evaluated in accordance with the criteria in subitems (1 )-(4) below. If the
determination of a site's suitability cannot be made with publicly available,
existing information, it shall then be the responsibility of the applicant to
provide sufficient soil borings and percolation tests from on-site field
investigations.
Evaluation criteria:
(1) depth to the highest known or calculated ground water table or
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(2)
bed rock;
soil conditions, properties, and permeability;
"
(3) slope;
(4) the existence of lowlands, local surface depressions, and rock
outcrops;
E. Nonconforming sewage treatment systems shall be regulated and
upgraded in accordance with Section16.05, soction 6.13 Subd. 8.2 of this
ordinance.
SECTION 16.06 - NONCONFORMITIES
All legally established nonconformities as of the date of this ordinance may continue,
but they will be managed according to applicable state statutes and Chapter 10 Land
Use Requlations (Zoning Ordinance) for the subjects of alterations and additions, repair
after damage, discontinuance of use, and intensification of use; except that the
following standards will also apply in shoreland areas:
Subd.1.
Construction on nonconforminq lots of record.
A. Lots of record in the office of the county recorder on the date of enactment of
local shoreland controls that do not meet the requirements of Section M 16.05.
Subd. 1 of this ordinance may be allowed as building sites without variances
from lot size requirements provided the use is permitted in the zoning district, the
lot has been in separate ownership from abutting lands at all times since it
became substandard, was created compliant with official controls in effect at the
time, and sewage treatment and setback requirements of this ordinance are met.
B. A variance from setback requirements must be obtained before any use, sewage
treatment system, or building permit is issued for a lot. In evaluating the
variance, the board of adjustment shall consider sewage treatment and water
supply capabilities or constraints of the lot and shall deny the variance if
adequate facilities cannot be provided.
C. If, in a group of two or more contiguous lots under the same ownership, any
individual lot does not meet the requirements of Section M 16.05. Subd. 1 of
this ordinance the lot must not be considered as a separate parcel of land for the
purposes of sale or development. The lot must be combined with the one or
more contiguous lots so they equal one or more parcels of land, each meeting
the requirements of Section M 16.05. Subd. 1 of this ordinance as much as
possible.
Subd.2.
Additions/expansions to nonconforming structures.
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.; ~ "()
A. All additions or expansions to the outside dimensions of an existing
nonconforming structure must meet the setback, height, and other requirements
of Section 16.05. Subd. 2 a.J) of this ordinance. Any deviation from these
requirements must be authorized by a variance pursuant to Section ~ 16.03,
Subd. 2.
B. Deck additions may be allowed without a variance to a structure not meeting the
required setback from the ordinary high water level if all of the following criteria
and standards are met:
(1 )
(2)
(3)
Subd.3.
the structure existed on the date the structure setbacks were established;
a thorough evaluation of the property and structure reveals no reasonable
location for a deck meeting or exceeding the existing ordinary high water
level setback of the structure;
the deck encroachment toward the ordinary high water level does not
exceed 15 percent of the existing setback of the structure from the
ordinary high water level or does not encroach closer than 30 feet,
whichever is more restrictive; and
(4)
the deck is constructed primarily of wood, and is not roofed or screened.
Nonconforminq sewaqe treatment systems.
A. A sewage treatment system not meeting the requirements of Section ~
16.05. Subd. 8.2 of this ordinance must be upgraded, at a minimum, at any time
a permit or variance of any type is required for any improvement on, or use of,
the property. For the purposes of this provision, a sewage treatment system
shall not be considered nonconforming if the only deficiency is the sewage
treatment system's improper setback from the ordinary high water level.
B. The City of Hastings will require upgrading or replacement of any
nonconforming system identified by this progr3m within a reasonable period of
time which will not exceed 2-years. Sewage systems installed according to all
applicable local shoreland management standards adopted under Minnesota
Statutes, section 105.485, in effect at the time of installation may be considered
as conforming unless they are determined to be failing, except that systems
using cesspools, leaching pits, seepage pits, or other deep disposal methods, or
systems with less soil treatment area separation above groundwater than
required by the Minnesota Pollution Control Agency's Chapter 7080 for design of
on-site sewage treatment systems, shall be considered nonconforming.
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SECTION 16.07 - SUBDIVISION/PLATTING PROVISIONS , ~ ~
Subd.1. land suitability. Each lot created through subdivision pursuant to Chapter 11
(Subdivision Ordinance) shall be suitable in its natural state for the proposed use with
minimal alteration. Suitability analysis by the city shall consider susceptibility to
flooding, existence of wetlands, soil and rock formations with severe limitations for
development, severe erosion potential, steep topography, inadequate water supply or
sewage treatment capabilities, near-shore aquatic conditions unsuitable for
water-based recreation, important fish and wildlife habitat, presence of significant
historic sites, or any other feature of the natural land likely to be harmful to the health,
safety, or welfare of future residents of the proposed subdivision or of the city.
Subd.2. Consistency with other controls. Subdivisions must conform to all official
controls of thiscommunity including, but not limited to, Chapter 11 (Subdivision
Ordinance). A subdivision will not be approved where a later variance from one or
more standards in official controls would be needed to use the lots for their intended
purpose. In areas not served by publicly owned sewer and water systems, a
subdivision will not be approved unless domestic water supply is available and a
sewage treatment system consistent with Sections 5.2 3nd 5.8 16.05. Subd. 8.2 can be
provided for every lot. Each lot shall meet the minimum lot size and dimensional
requirements of Section a.A-16.05. Subd. 2, including at least a minimum contiguous
lawn area, that is free of limiting factors sufficient for the construction of two standard
soil treatment systems. Lots that would require use of holding tanks must not be
approved.
Subd.3. Information requirements. Sufficient information must be submitted by the
applicant for the city to make a determination of land suitability. In addition to the
requirement contained in Chapter 11 (Subdivision Ordinance), the information shall
include at least the following:
(1) topographic contours at ten-foot intervals or less from United States Geological
Survey maps or more accurate sources, showing limiting site characteristics;
(2) the surface water features required in Minnesota Statutes, section 505.02,
subdivision 1, to be shown on plats, obtained from United States Geological
Survey quadrangle topographic maps or more accurate sources;
(3) adequate soils information to determine suitability for building and on-site
sewage treatment capabilities for every lot from the most current existing
sources or from field investigations such as soil borings, percolation tests, or
other methods;
(4) information regarding adequacy of domestic water supply; extent of anticipated
vegetation and topographic alterations; near-shore aquatic conditions, including
depths, types of bottom sediments, and aquatic vegetation; and proposed
methods for controlling stormwater runoff and erosion, both during and after
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construction activities;
..: .::. '<.;;.
(5) location of 1 OO-year flood plain areas and floodway districts from existing
adopted maps or data; and
(6) a line or contour representing the ordinary high water level, the "toe" and the
"top" of bluffs, and the minimum building setback distances from the top of the
bluff and the lake or stream.
SubdA. Dedications. When a land or easement dedication is a condition of
subdivision approval, the approval must provide easements over natural drainage or
ponding areas for management of stormwater and significant wetlands.
Subd.5. Plattinq. All subdivisions that create five or more lots or parcels that are 2-1/2
acres or less in size shall be processed as a plat in accordance with Minnesota
Statutes, Chapter 505. All subdivisions shall comply with the requirements of Chapter
11 Subdivision Requlations of the Code of Ordinances. No permit for construction of
buildings or sewage treatment systems shall be issued for lots created after these
official controls were enacted unless the lot was approved as part of a formal
subdivision.
Subd.6. Controlled Access or Recreational Lots. Lots intended as controlled accesses
to public waters or for recreational use areas for use by nonriparian lots within a
subdivision must meet or exceed the sizing criteria in Section a-A4 16.05. Subd. 1AC of
this ordinance.
SECTION 16.08 PLANNED RESIDENTIAL DEVELOPMENTS
Subd. 1
Applicability
New proiects built on undeveloped land. redevelopment of previously built sites and
conversions of the use of existinq buildinqs and lands that contain multiple family units,
multi-use structures. mixed residential and commercial uses, cluster developments and
other similar proiects may be developed as a planned residential development (PRO) in
accordance with the provisions of Chapter 10 Land Use Requlations (Zoninq) of the
Code of City Ordinances as follows:
A. Properties zoned DC - Downtown Core are subiect to the PRO provisions of
Chapter 10. Section 10.14. Subd 2e, as amended and are exempt from the
provisions of this section.
B. All other properties are subiect to the provisions in subpart A above and
Subd. 4 - Densitv Calculation, below.
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C. Only areas served by municipal water and sanitary sewer service may be
developed as a PRO.
Subd.2 Density
The density of development for each proiect shall not exceed the density established
for the property within the 2020 Comprehensive Plan, as amended from time to time.
Subd.3
Special Use Permit and Site Plan Review
All proiects that are developed as a PRO shall require both special use permit and site
plan approval in accordance with the provisions of Chapter 10 Land Use Requlations
(Zoninq) of the Code of City Ordinances. Notice of the application shall be sent to the
Department of Natural Resources in accordance with Section 16.03, Subd. 3.
Subd.4
Density Calculation
Density increases for all proposed Shoreland PRO's (with the exception of properties
zoned DC) shall be evaluated usinq the followinq procedures and standards:
4.1 Shoreland Tier Calculations - The proiect parcel must be divided into tiers by
locatinq one or more lines approximately parallel to a line that identifies the ordinary
hiqh water level (OHWL) at the followinq intervals, proceedinq landward:
Shoreland Tier Dimensions
Sewered
(in feet)
267
320
300
Recreational Development Lake - Lake Isabel
Natural Environment Lake - Lake Rebecca
All River Classes
4.2 Net Area Calculation - The net area within each tier is next calculated by
subtractinq all wetlands, bluffs, and land below the ordinary hiqh water level of
public waters.
4.3 Base Density Calculation - The Net Area within each tier is divided by the
residential lot area standards for lakes or rivers as established in Section 16.05,
Subd. 2 to determine a Base Density.
4.4 Bonus Density Calculation - Properties are eliqible for a Bonus Density based as
follows:
Shoreland Tiers
(Landward from the OHWL)
Maximum Density increase within each tier
(as a percent)
First
50
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Second
Third - Fifth
100
200
. ~
The density for the development shall not exceed the density established for the
property within the 2020 Comprehensive Plan, as amended from time to time.
Subd.5
Open Space
5.1 All PRD's must contain open space that comprises at least 50 percent of the total
proiect area that shall be preserved bv use of restrictive deed covenants.
permanent easements. public dedication and acceptance, or other equally effective
and permanent means.
5.2 Dwellinq units or sites. road riQhts-of-wavs. or land covered bv road surfaces,
parkinq area, or structures. except water-oriented structures or facilities. shall not
be included in the computation of minimum open space.
5.3 Open space may include areas with phvsical characteristics unsuitable for
development in their natural state, and areas containinq siqnificant historic sites or
unplatted cemeteries.
5.4 Open space may include outdoor recreational facilities for use bv owners of the
dwellinq units or sites, or the public.
5.5 The Shore Impact Zone, based on the normal structure setback. must be included
as open space. At least 50 percent of the Shore Impact Zone area of expansions
to existinq developments: or at least 70 percent of the Shore Impact Zone area of
new developments must be preserved in their natural or existinq state.
Subd.6
Desiqn Criteria
6.1 Clusterinq - DwellinQ units or site must be clustered into one or more qroups and
located on suitable areas of the development.
6.2 BuildinQ Setbacks - Each buildinq must be setback a minimum of 225 feet from the
ordinary hiqh water level of rivers and 300 feet from the ordinary hiQh water mark of
lakes. All other setbacks established in Section 16.05 shall not be eliqible for
deviation under the terms of the PRD.
6.3 Buildinq Setbacks for Increased Densities - Maximum density increases shall onlv
be allowed if structure setbacks from the OHWL are increased in accordance with
this section of the Ordinance or the impact on the water body is reduced an
equivalent amount throuQh veqetative manaqement, topoqraphv, or additional
means acceptable to the City and the setback is at least 25 percent Qreater than
the minimum setback established in Section 16.05.
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,; ;;:. ~
6.4 Shore Recreation Facilities - Shore recreation facilities includinq but not limited to
swimminq areas, docks, and watercraft moorinq areas and launchinq ramps must
be centralized and located in suitable areas. Evaluation of suitability shall include
consideration of land slope, water depth. veqetation. soils. depth to qround water
and bedrock. or other relevant factors. The number of spaces provided for
continuous beachinq, moorinq, or dockinq of watercraft shall not exceed one for
each allowable dwellinq unit or site within the first (1st) Shoreland Tier, as
determined by Subd. 4.1 of this Section. Launchinq ramp facilities. includinq a
small dock for loadinq and unloadinq equipment may be provided for use by
occupants of dwellinq units or sited located in other tiers.
6.5 Structures. parkinq areas, and other facilities must be treated to reduce visibility as
viewed from public waters and adiacent shorelands by veqetation. topoqraphy,
increased setbacks, and\or color (assuminq summer leaf-on conditions).
Veqetative and topoqraphic screeninq must be preserved if existinq or may be
required to be provided.
Subd. 7
Administration and Manaqement
7.1 Before final approval of a PRO, adequate provision shall be developed from
preservation and maintenance in perpetuity of open spaces and for the continued
existence and functioninq of the PRO.
7.2 Open Space Preservation - Deed restrictions, covenants, permanent easements.
public dedication and acceptance, or other equally effective and permanent means
shall be provided to ensure lonq-term preservation and maintenance of open
space.
7.3 Development Orqanization and Functioninq - All PRO's shall establish an owners
association and covenants or suitable orqanization acceptable to the City to ensure
the maintenance of all property and facilities in held in common ownership for the
development.
(Sections 16.08!l, through 16.98, inclusive, reserved for future expansion)
SECTION 16.99 VIOLA TION A MISDEMEANOR
Every person violates a section, subdivision, paragraph or provision of this chapter
when he performs an act thereby prohibited or declared unlawful, or fails to act when
such failure is thereby prohibited or declared unlawful, and upon conviction thereof,
shall be punished as for a misdemeanor except as otherwise stated in specific
provisions hereof.
Source:
Effective Date:
Ordinance 341, Second Series
June 16, 1994 - Entire Chapter
VIII-A-l
;;, "" '<;;:)
MEMO
To:
Mayor Wemer and City Council
From:
Tom Montgomery
Date:
April 4, 2005
Subject:
2005 Street and Utility Reconstruction Program
REQUEST
Please see the Public Hearing for further information.
VIII-A-2
MEMO
",
To:
From:
Date:
Re:
Honorable Mayor and City Council
Tom Montgomery
March 31, 2005
Easement Fence and Landscape Policy
Enclosed for Council consideration is an easement fence and landscape policy
that categorizes the different levels of easements for street, trail, drainage, ponding and
utilities, and restricts fencing and landscaping improvements based on the use of the
easement.
Based on the comments received from the draft policy, Council may wish to
direct City Attorney Shawn Moynihan to prepare a standard agreement form to be signed
by property owners wishing to make improvements within easement areas that would be
recorded against their properties. The standard agreement would contain language
requiring the assumption of liability for damage to other properties resulting from the
improvements constructed within the easement area, and require the property owner to
acknowledge that any improvements constructed within the easement area are subject to
removal as deemed necessary by the City in its use of the easement area and that the
property owner will be responsible for all cost associated with removing and reinstalling
their approved improvements within the easement area.
-
CITY OF HASTINGS
EASEMENT FENCING AND LANDSCAPING POLICY
April 4, 2005 ' . "
For the purpose of this policy, easements shall be classified into the following
categories:
l) Standard lot line drainage and utility easements that do not contain underground
storm sewer, sanitary sewer, or watermain utilities.
2) Drainage and utility easements that contain underground storm sewer, sanitary
sewer, or watermain utilities.
3) Drainage and utility easements that serve as drainage ways draining more than
one lot.
4) Drainage and utility easements that serve as ponding basins.
5) Trail or pedestrian easements.
Any fence, plantings, or other landscape improvements installed within a
drainage and utility easement are subject to removal as necessary for the
installation, repair, maintenance, access or removal of public utilities and/or
drainage improvements. The property owner shall be responsible at their
expense for both the removal costs and reinstalling any improvements within
the drainage and utility easement that were removed in order to utilize the
drainage and utility easement.
1. Standard lot line drainage and utility easements that do not contain underground
storm sewer, sanitary sewer, or watermain utilities.
Fences, trees, bushes, gardens, lawn irrigation systems and other types of
landscaping are permitted as long as the improvements meet City ordinance requirements
and applicable permits are granted. However, these improvements cannot impede
drainage flow.
2. Drainage and utility easements that contain underground storm sewer, sanitary
sewer, or watermain utilities.
No fences, trees, landscape timbers or block, play structures, utility sheds or
hedges and other large bushes shall be installed within drainage and utility easements that
contain underground storm sewer, sanitary sewer, or watermain utilities. Small gardens,
small bushes and other low level landscaping is permitted within these easements as long
as such improvements do not block inspection and maintenance access to the
underground utilities.
3. Drainage and utility easements that serve as drainage ways draining more than
one lot.
Any fences crossing or installed within drainage and utility easements that serve
as drainage ways for more than one lot cannot impede water flow. Installation of split
rail fences or chain link fences that do not contain slats will be permitted. Privacy fences
that would impede water flow may be permitted if the Public Works Department
determines that the drainage way carries minor flows and if the bottom of the privacy
fence is constructed a minimum of 12 inches above the ground through the drainageway.
Coniferous trees are not permitted within the drainage way. Deciduous trees may
be planted not closer than 5 feet from the centerline of the flow channel. All ofthe
ground surface within the drainage and utility easement must be vegetated with grass or
other suitable ground cover approved by the City Forester. No mulch, gardens, bushes or
bare soil shall be permitted within the drainage and utility easement. No landscaping
timbers, block, play structures or utility sheds shall be permitted within the drainage and
utility easement.
4. Drainage and utility easements that serve as ponding basins.
Non-slat chain link fences or split rail type fences, trees, bushes, landscape walls,
and other landscape materials may be permitted within drainage and utility easements
that serve as ponding basins provided they are: approved by the Public Works
Department; are installed above the 100 year high water level for the pond; and do not
impede water flow or maintenance access to the pond. The Public Works Department
may require the installation of gates for fence installations that may restrict access to the
ponding basin.
All of the ground surface within the ponding basin area at or below the 100 year
high water level for the pond must be vegetated with grass or other suitable ground cover
approved by the City Forester. No mulch, gardens, bushes or bare soil shall be permitted
within the ponding basin area at or below the 100 year high water level for the pond.
5. Trail or pedestrian easements.
No private fence or landscaping improvements are permitted within trail or
pedestrian easements.
Memo
To:
Mayor Werner and City Council
From:
John Hinzman, Planning Director
Date:
April 4, 2005
. "
VIII-B-l
Subject:
2nd Reading\Ordinance - #2005-18 - DC - Downtown Core Zoning
Uses
REQUEST
Please see the Public Hearing Staff Report for further information.
~.-o, ~
Memo
VIII-B-2
To:
Mayor Werner and City Council
From:
John Hinzman, Planning Director
Date:
April 4, 2005
Subject:
2nd Reading\Ordinance - Ordinance Amendment #2005-17 -
Shoreland Ordinance - Downtown Development
REQUEST
Please see the Public Hearing Staff Report for further information.
L---
VIII-B-3
"
Memo
To:
Mayor Werner and City Council
From:
John Hinzman, Planning Director
Date:
April 4, 2005
Subject:
Resolution - Preliminary Plat\Site Plan\Special Use Permit #2005-07 -
Three Rivers Place - Phase I - North Half of Block 2 - Robert Abdo
REQUEST
T anek Architects on behalf of Robert Abdo seek the following approvals to construct a four
story, 49 unit residential condominium building with underground parking on the north half
of Block 2:
1) Preliminary Plat to replat four existing lots into one lot containing 0.85 acres.
2) Zoning Special Use Permit to allow residential units on the first floor of a building in
the DC - Downtown Core Zoning District.
3) Shoreland Special Use Permit to allow impervious surface coverage exceeding 75
percent in the DC - Downtown Core Zoning District.
4) Site Plan to construct a 4 story, 49 unit condominium building with underground
parking.
The proposal consists of Phase I only. Phase II construction of the mixed use
building along 2nd Street would require additional approvals.
RECOMMENDATION
The Planning Commission recommended unanimous approval of the above actions at the
March 28, 2005 meeting subject to the conditions of the attached resolutions. No one from
the public spoke for or against the requests during the public hearing. Commissioners
discussed the following issues:
. What will be the view of the Phase I building and existing buildings along ~d
Street? Additional modifications needed to make the south side of the
building look less like the back of the building. The Commissioners requested
additional windows and roof changes; the applicant has also provided a schematic
showing the view of the Phase I building behind the existing 2nd Street buildings.
. Who will be responsible for the alley? The applicant will be responsible for its
construction; the city will ultimately be responsible for maintenance.
. What is the timeframe for construction of the Phase II building along ~d
Street? The applicant stated approximately 1-2 years.
SUNSET CLAUSE - Two Years
Since the Planning Commission Meeting, the applicant has requested that the standard
one year sunset clause be extended to two years. All the of the attached resolutions
reflect the requested two year change.
ATTACHMENTS
. Resolution - Preliminary Plat
. Resolution - Zoning Special Use Permit
. Resolution - Shoreland Special Use Permit
. Resolution - Site Plan
. Location Map
. Preliminary Plat
. Site Plan
. Application
BACKGROUND INFORMATION
Development Plan
Development Plan approval for the entire Three Rivers Place Site was granted by the City
Council on March 7, 2005. It serves as a master plan for site development by outlining
uses, density, parking, and architectural style. Individual components of the plan
(condominium building, mixed use retail building) must now come back before Planning
Commission and City Council for formal platting and site plan approval, and reviewed to
ensure conformance with the development plan.
Heart of Hastings Master Plan Classification
The property is part of the "Downtown Core Multi-Use District" as designated in the Heart of
Hastings Master Plan. The Plan views the area as "primarily a retailing district. However,
allowances for residential, office and services are not only historically appropriate but also
enhance the vitality and economic viability of the downtown Core." The development plan
includes both residential and retail uses, consistent with the Master Plan.
/
Comprehensive Plan Classification ' . "
The property is guided MXD - Mixed Use Development in the 2020 Comprehensive Plan.
The proposed uses are consistent with the Comprehensive Plan.
Zoning Classification
The property was recently rezoned DC - Downtown Core. The DC district allows for a mix
of both commercial and residential uses.
Existing Use
The property presently contains a home, barn and vacant brewery building.
location
North Half Block 2
Existin Use
Residential home, barn,
and vacant brewery
buildin
Pro osed Use
4.5 story condominium
building
Adjacent Zoning and land Use
The following land uses abut the property:
East
Existina Use Zonina Comp Plan
Mississippi River
- Kings Cove F-W - Floodway Floodway
Tyler Street (Block 1)
- Vacant HRA Property 1-1 - Industrial Park MXD - Mixed
Downtown Businesses
- Spiral Foods DC - Downtown Core MXD - Mixed
- Graphic Design DC - Downtown Core MXD - Mixed
- Three Rivers Office DC - Downtown Core MXD - Mixed
Ramsey Street (Block 3)
- Parking Lot C-3 - Comm Reg Comm MXD - Mixed
Direction
North
South
West
PRELIMINARY PLAT REVIEW
Request
Preliminary Plat approval to replat 0.85 acres into one residential condominium lot
containing 49 units.
Securing all Property
Mr. Abdo presently owns approximately 75 percent of the site. The eastern 25 percent
is owned by the Hastings Housing and Redevelopment Authority (HRA). The HRA has
given preliminary consent to seek development approvals. Mr. Abdo will need to
acquire the HRA property prior to Final Plat approval.
Three Rivers Place #2005-07 - Preliminary Plat, Site Plan, SUP
City Council fy1emo - April 4, 2005
Page 4
Streets
No new public streets are included as a part of this plat. All access drives would be
privately owned and maintained. A homeowners association must be established to ensure
maintenance and access to all property by the owners, and not the City.
Grading, Drainage, Erosion Control, and Utility Plan
The City's consultant engineer has reviewed the Grading, Drainage, Erosion Control, and
Utility Plans. Approval of the Preliminary Plat is subject to approval of the Grading,
Drainage, Erosion Control and Utility Plans by the Public Works Director, and
reimbursement for any fees involved in plan review.
Park land Dedication
The Natural Resources and Recreation Commission has yet to meet to determine park
dedication. Cash in lieu of land shall be paid to satisfy park dedication requirements. The
amount and rate will be established during Final Plat approval. The current park dedication
in the amount of $53,900 (49 units at $1,100 per acre).
Interceptor Sewer Fee
Sewer Interceptor Fees shall be paid. The amount and rate will be established during Final
Plat approval. The current fees is $17,885 (49 units at $365 per unit).
Tree Preservation Plan
The construction plan will remove approximately 20 trees consisting of primarily box elder,
elm, and spruce. The following information is needed prior to approval:
1) The project shall adhere to the tree preservation policy for tree removal at the
discretion of the City Forester.
ZONING SPECIAL USE PERMIT REVIEW - 1 ST FLOOR RESIDENTIAL
Ordinance Amendment
On March 21,2005 the City Council considered first reading and ordered the public hearing
to amend the Chapter 1 0.20B of the City Code pertaining to first floor residential use in the
DC Zoning District. The City Council is scheduled to approve the change at the April 4,
2005 meeting. The amendment must be made in order to allow residential use ofthe first
floor as proposed by the applicant.
Zoning Provision - Proposed
Chapter 10, Section 10.20B, Subd. 3d of the City Code, Special Uses in the DC -
Downtown Core Zoning, allows residential use of the first floor in accordance with the
Design Guidelines for Original Hastings.
Definition
Three Rivers Place #2005-07 - Preliminary Plat, Site Plan, SUP
City Council Memo - April 4, 2005
Page 5
The Zoning Code defines and regulates special uses as follows:
Uses that would not be appropriate generally or without restriction throughout the zoning
district but, if controlled as to number, area, location, or relation to the neighborhood, would
not detract from the public health, safety, and welfare. Special uses may be permitted in a
zoning district if specific provision of such special uses is made in this Zoning Ordinance.
Design Guidelines for Original Hastings
The Design Guidelines for Original Hastings were adopted by the City Council in 2003 as a
part of the Heart of Hastings Master Plan for Downtown. The Design Guidelines were
envisioned to be used in the following ways:
1) As a communication tool expressing the community's design vision for Original
Hastings.
2) To guide the design of public improvements (streetscape, public buildings, etc.)
within Original Hastings.
3) As a basis for project review in the processes of site plan approval, special use
permits, and planned unit developments.
4) As a determining factor for public financial participation in private redevelopment
efforts.
Design Guideline Street Frontages are regulated as follows:
Street Type
location
Building Functions (Uses)
Main Street
2" Street (Vermillion to Bailey)
Downtown
Remainder of Downtown -
Generally North of 4th Street
between Edd & Bailey
Downtown Alleys - .
Generally North of 4th Street
between Edd & Bailey
Below Ground = Parking, Work,
Ground level = Retail
U er Levels = Live, Work, Retail
Below Ground = Parking, Work
Ground level = Live, Work Retail
U er Levels = Live Work Retail
Below Ground = Parking, Work
Ground level = Retail, Work
U er Levels = Live, Work
Downtown
Alley
Analysis
· Ramsey Street is classified as a "Downtown Street". Residential use of the first floor is
allowed under The Design Guidelines.
Three Rivers Place #2005-07 - Preliminary Plat, Site Plan, SUP
City Council Memo - April 4, 2005
Page 6
· Tyler Street and the Block 2 alley are not identified under the Street Frontages chart.
· The lack of existing commercial and limited visibility are hindrances to commercial
development of the first floor adjacent to the river. Retail and commercial business
do not presently exist north of the alley on the adjacent properties. The proposed
building is presently adjacent to parking lots and vacant property on the west and
east sides, respectively.
SHORELAND SPECIAL USE PERMIT REVIEW -IMPERVIOUS SURFACE
Ordinance Amendment
On March 7, 2005 the City Council considered first reading and ordered the public hearing
to amend portions of Chapter 16 of the City Code - Shoreland Management. The
proposed amendment includes Section 16.05, Subd 5.2A -Impervious Surface Coverage.
The City Council is scheduled to approve the change at the April 4, 2005 meeting. The
amendment must be made in order to allow the proposed lot coverage as presented by the
applicant.
Shoreland Provision - Proposed
Chapter 16, Section 16.05, Subd 5.2A of the City Code, Special Uses in the DC -
Downtown Core Zoning, allows impervious surface coverages to exceed 75 percent in the
DC Zoning District upon Special Use Permit approval, subject to the following:
a) All applicable provisions of Chapter 15, Stormwater Management of the
City Code of Ordinances.
b) All structures and treatments shall be installed for the treatment of
stormwater runoff in accordance with the City of Hastings Watershed
Management Plan.
Definition
The Zoning Code defines and regulates special uses as follows:
Uses that would not be appropriate generally or without restriction throughout the zoning
district but, if controlled as to number, area, location, or relation to the neighborhood, would
not detract from the public health, safety, and welfare. Special uses may be permitted in a
zoning district if specific provision of such special uses is made in this Zoning Ordinance.
Analysis
· The City's consultant engineer has reviewed the project for conformance to the
Stormwater Management Ordinance and Hastings Watershed Management Plan as a
Three Rivers Place #2005-07 - Preliminary Plat, Site Plan, SUP
City CounGil .Memo - April 4, 2005
Page 7
part of the Grading, Drainage, and Erosion Control plan review. The applicant must
resolve outstanding conditions of the review as a condition of approval.
· Maintaining site density is critical to preserving a viable downtown. The proposed
building is zoned DC - Downtown Core, and located within downtown Hastings.
· Stormwater Treatment will be enhanced. The site will utilize an underground
stormwater treatment system to prior to discharge to the Mississippi River. The
current site does not provide any pre-treatment prior to discharge.
· The site will utilize impervious pavers in the parking area to help foster stormwater
treatment.
SITE PLAN REVIEW
Proposed Building Setbacks
The proposed building setbacks are acceptable. The building would be constructed to the
east and west property lines, and approximately 10 feet from the north and south property
lines.
Vehicular Access and Circulation
The existing alleyway (to be improved) would be used to bring vehicles into an internal
parking courtyard containing surface and garage spaces. A separate entrance on Tyler
Street serves the larger underground garage.
Vehicle access and circulation is acceptable with the following modifications:
1) The existing 20 foot alleyway must be expanded to meet the requirements of the
Public Works Director and Fire Marshall, a 24 foot minimum width is necessary.
2) Vehicle loading areas must be identified to ensure the alleyway is not blocked by
service vehicles. A garbage truck or other service vehicle parked in the alley would
block all access to the center parking court under the current design. The existing
buildings south of the alley are constructed to the property line leaving no other
alternative but to block the alley.
Pedestrian Access and Circulation
Sidewalks will continue to exist along both Ramsey and Tyler Streets. The ground floor
units would access a proposed esplanade (enhanced sidewalk\trail) along the river side of
the building. "
Three Rivers Place #2005-07 - Preliminary Plat, Site Plan, SUP
City Cou_ncil .Memo - April 4, 2005
Page 8
Esplanade
An esplanade has been proposed as part of the Heart of Hastings Master Plan. The
esplanade would serve as an enhanced walkway\promenade between the redevelopment
sites and the existing riverfront trail. Traffic would be limited to pedestrians; however the
esplanade would be constructed to allow for emergency vehicle access.
Hoisington Kogler Group Inc (HKGI) has been hired by the city to design the esplanade
and to help ensure compatibility to surrounding buildings. HKGI has met with the
developer to coordinate the location, width, elevation height, and appearance of the
esplanade to Three Rivers Place. The applicant shall continue to work with the City and
HKGI to ensure compatibility of both projects.
Parking
Parking is provided as follows:
Use Parking Calculation
Required
5 aces
98
Provided
5 aces
84 garage spaces
11 surface spaces
95 TOTAL SPACES
1.94 s aces er unit
49 Residential Condo Units 2 spaces per unit
The site is short 3 parking spaces. Off street parking is available in City owned lots directly
east and west of the proposed site. The zoning code allows for off site parking provided
the following conditions are met:
1. Reasonable access shall be provided from the off-site parking
facilities to the use being served.
2. The parking shall be within 400 feet of a building or lot for the use
being served.
3. The parking area shall be under the same ownership as the site
served, under public ownership or the use of the parking facilities
shall be protected by a recorded instrument, acceptable to the city.
4. Failure to provide on-site parking shall not encourage parking on the
public streets, other private property or in private driveways or other
areas not expressly set aside for such purposes.
5. The off-site parking shall be maintained until on-site parking is
provided or an alternate off-site parking facility is approved by the city
as meeting ordinance requirements.
The location of the offsite parking meets the above requirements. The use of off site
parking for the 3 remaining spaces is recommended.
Three Rivers Place #2005-07 - Preliminary Plat, Site Plan, SUP
City COUJ1cil Memo - April 4, 2005
Page 9
Waste Refuse Facilities
Waste facility needs appear to be met. Waste refuse facilities would be located within the
underground and surface garage. The use of outside dumpsters to handle waste refuse
needs shall be prohibited.
Landscaping
The applicant proposes to establish individual gardens adjacent to the front stoops along
the north side of the building.
Fencing and Walls
A 42" high wrought iron fence is proposed along the north elevation of the building to
create private gardens between the door stoop and the building.
Architectural Elevations
Architectural elevations are well done to be compatible with existing downtown
buildings. The building is primarily brick and incorporates segmentations to give the
appearance of multiple adjacent buildings. The building will be a post-tensioned
concrete construction - non combustible on all floors. Architectural elevations meet
architectural appearance standards as well as the Design Guidelines for Original
Hastings. The Heritage Preservation Commission (HPC) has also reviewed the site for
compatibility to the existing downtown buildings
Building Construction Materials
The building will be a post-tensioned concrete construction - non combustible on all floors.
Any deviation from a non-combustible from the non-combustible status will need to be
reviewed to ensure adequate fire protection.
Building Height
The building is below the maximum height limit of 756.5 feet established under the DC -
Downtown Core Zoning District as well as the Shoreland Ordinance Height Limit. The
maximum height elevation is 754.5 feet (measured to the top of the parapet). The ground
level to building peak measurement ranges from approximately 48 feet along the south
side of the building to 55.5 feet along the rear of the building.
Ownership
Each of the Condominium units would be a separate tax parcel. According to the
applicant, the condominium units will be individually owned.
Photometric Plan
A photometric plan has been submitted for the rear elevation of the building. The rear
elevation illumination level is acceptable; all lighting is within the 0.5 foot candles at the
rear property line.
Three Rivers Place #2005-07 - Preliminary Plat, Site Plan, SUP
City Council Memo - April 4, 2005
Page 10
Grading, Drainage, Erosion Control, and Utility Plan
The City's consultant engineer has reviewed the Grading, Drainage, Erosion Control, and
Utility Plans. Approval of the Site Plan is subject to approval of the Grading, Drainage,
Erosion Control and Utility Plans by the Public Works Director, and reimbursement for any
fees involved in plan review. Issues identified by the consultant engineer include the
following:
1) Blasting will not be allowed for rock excavation, the specific rock removal method
must be identified.
2) Further information is needed on the drainage plan of the parking area and alley-
will a valley gutter be used to facilitate flow?
3) The two stall parking bump out on the west side of Tyler Street may not be worth
the effort.
4) Will the alley be private or publicly maintained?
Fire Marshall Comments
The Fire Marshall has reviewed the plans and has the following comments:
1 ) Any deviation from a non-combustible from the non-combustible status will need to
be reviewed to ensure adequate fire protection.
2) Ladder access to the upper floors along the alleyway is impeded by the single story
garage (trucks cannot park close to the building).
"
HASTINGS CITY COUNCIL
RESOLUTION NO.
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF HASTINGS
APPROVING THE PRELIMINARY PLAT OF THREE RIVERS PLACE, A
RESIDENTIAL SUBDIVISION LOCATED ON THE NORTH HALF OF BLOCK 2,
TOWN OF HASTINGS, DAKOTA COUNTY MINNESOTA
Council member
moved its adoption:
introduced the following Resolution and
WHEREAS, Tanek Architects, applicant on behalf of Robert Abdo, owner has petitioned for
preliminary plat approval of THREE RNERS PLACE, a +/-0.85 acre residential subdivision
consisting of one lot of record, generally located south of 15t Street, between Ramsey and Tyler
Streets, legally described as follows:
The North Half of Block 2, TOWN OF HASTINGS, Dakota County Minnesota, including
that portion of vacated 151 Street.
WHEREAS, on March 28, 2005, a public hearing was conducted before the Planning
Commission of the City of Hastings, as required by state law, city charter and city ordinance; and
WHEREAS the Planning Commission recommended approval of the request to the City
Council subject to the conditions contained herein; and
WHEREAS The City Council has reviewed the request and concurs with the
recommendation of the Planning Commission.
NOW THEREFORE BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY
OF HASTINGS AS FOLLOWS:
That the City Council hereby approves the preliminary plat of THREE RNERS PLACE subject to
the following conditions:
.; -"- ~"
l) Securing ownership of all properties, or consent of all property owners to the satisfaction of
the City Attorney prior to Final Plat approval.
2) Cash in lieu of land shall be paid to satisfy park dedication requirements. The amount and
rate will be established during Final Plat approval.
3) Sewer Interceptor Fees shall be paid. The amount and rate will be established during Final
Plat approval.
4) All disturbed areas on this property shall be stabilized with rooting vegetative cover to
eliminate erosion problems.
5) Final approval ofthe grading, drainage and utility plans by the Public Works Director. The
owner assumes all risks associated with the grading and utility placement prior to formal
approvals.
6) The disturbed areas ofthe site shall be maintained to the requirements ofthe City's property
maintenance ordinance.
7) Approval ofthe Tree Preservation and Mitigation Plan by the City Forester.
8) Approval ofthe Subdivision by the Department of Natural Resources.
9) Submission of an electronic copy of all plan sets (TIP, PDF, or similar format) prior to
issuance of certificate of occupancy.
10) Approval is subj ect to a two year sunset clause. Approval is null and void if significant work
has not commenced within two years of City Council Approval.
Council member
vote adopted by
moved a second to this resolution and upon being put to a
present.
Ayes: _
Nays: _
Absent:
ATTEST:
Michael D. Werner, Mayor
Melanie Mesko Lee
City Clerk
/
"
I HEREBY CERTIFY that the above is a true and correct copy of resolution presented to and
adopted by the City of Hastings, County of Dakota, Minnesota, on the 4th day of April, 2005, as
disclosed by the records ofthe City of Hastings on file and of record in the office.
Melanie Mesko Lee
City Clerk
(SEAL)
This instrument drafted by:
City of Hastings (JWH)
101 4th St. East
Hastings, MN 55033
~
HASTINGS CITY COUNCIL
RESOLUTION NO.
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF HASTINGS
APPROVING A SPECIAL USE PERMIT TO ALLOW RESIDENTIAL USE OF THE
FIRST FLOOR OF THREE RIVERS PLACE, PHASE ONE LOCATED ON THE
NORTH HALF OF BLOCK 2, TOWN OF HASTINGS, DAKOTA COUNTY
MINNESOTA
Council member
moved its adoption:
introduced the following Resolution and
WHEREAS, Tanek Architects, applicant on behalf of Robert Abdo, owner has petitioned for
a special use permit to allow residential use ofthe first floor of Three Rivers Place, Phase I, a 49 unit
four story building, generally located south of 151 Street, between Ramsey and Tyler Streets, legally
described as follows:
The North Half of Block 2, TOWN OF HASTINGS, Dakota County Minnesota, including
that portion of vacated 151 Street.
WHEREAS, on March 28, 2005, a public hearing was conducted before the Planning
Commission of the City of Hastings, as required by state law, city charter and city ordinance; and
WHEREAS the Planning Commission recommended approval of the request to the City
Council subject to the conditions contained herein; and
WHEREAS The City Council has reviewed the request and concurs with the
recommendation of the Planning Commission.
NOW THEREFORE BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY
OF HASTINGS AS FOLLOWS:
That the City Council hereby approves the special use permit for the following reasons, and subject
to the following conditions:
...: ~ '\)
1) Ramsey Street is classified as a "Downtown Street". Residential use of the first floor is
allowed under The Design Guidelines.
2) Tyler Street and the Block 2 alley are not identified under the Street Frontages chart.
3) The lack of existing commercial and limited visibility are hindrances to commercial
development ofthe first floor adjacent to the river. Retail and commercial business do
not presently exist north ofthe alley on the adjacent properties. The proposed building is
presently adjacent to parking lots and vacant property on the west and east sides,
respectively.
4) Approval is subject to a two year Sunset Clause; if significant progress is not made towards
construction of the proposal within two years of City Council approval, the approval is null
and void
Council member
vote adopted by _ present.
moved a second to this resolution and upon being put to a
Ayes: _
Nays: _
Absent:
ATTEST:
Michael D. Werner, Mayor
Melanie Mesko Lee
City Clerk
I HEREBY CERTIFY that the above is a true and correct copy of resolution presented to and
adopted by the City of Hastings, County of Dakota, Minnesota, on the 4th day of April, 2005, as
disclosed by the records of the City of Hastings on file and of record in the office.
Melanie Mesko Lee
City Clerk
(SEAL)
This instrument drafted by:
City of Hastings (JWH)
101 4th St. East
Hastings, MN 55033
"
HASTINGS CITY COUNCIL
RESOLUTION NO.
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF HASTINGS
APPROVING A SHORE LAND SPECIAL USE PERMIT TO ALLOW IMPERVIOUS
SURFACE COVERAGE EXCEEDING 75 PERCENT IN THE DC - DOWNTOWN
CORE ZONING DISTRICT FOR THREE RIVERS PLACE, PHASE ONE LOCATED
ON THE NORTH HALF OF BLOCK 2, TOWN OF HASTINGS, DAKOTA COUNTY
MINNESOTA
Council member
moved its adoption:
introduced the following Resolution and
WHEREAS, Tanek Architects, applicant on behalf of Robert Abdo, owner has petitioned for
a Shoreland special use permit to allow impervious surface coverage exceeding 75 percent in the DC
- Downtown Core Zoning District for Three Rivers Place, Phase I, a 49 unit four story building,
generally located south of 1 st Street, between Ramsey and Tyler Streets, legally described as follows:
The North Half of Block 2, TOWN OF HASTINGS, Dakota County Minnesota, including
that portion of vacated 1 st Street.
WHEREAS, on March 28, 2005, a public hearing was conducted before the Planning
Commission of the City of Hastings, as required by state law, city charter and city ordinance; and
WHEREAS the Planning Commission recommended approval of the request to the City
Council subject to the conditions contained herein; and
WHEREAS The City Council has reviewed the request and concurs with the
recommendation of the Planning Commission.
NOW THEREFORE BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY
OF HASTINGS AS FOLLOWS:
That the City Council hereby approves the special use permit for the following reasons, and subject
to the following conditions:
.; ~ ~
1) The City's consultant engineer has reviewed the project for conformance to the Stormwater
Management Ordinance and Hastings Watershed Management Plan as a part of the Grading,
Drainage, and Erosion Control plan review. The applicant must resolve outstanding
conditions of the review as a condition of approval.
2) Maintaining site density is critical to preserving a viable downtown. The proposed building
is zoned DC - Downtown Core, and located within downtown Hastings.
3) Stormwater Treatment will be enhanced. The site will utilize an underground stormwater
treatment system to prior to discharge to the Mississippi River. The current site does not
provide any pre-treatment prior to discharge.
4) The site will utilize impervious pavers in the parking area to help foster stormwater
treatment.
5) Approval is subj ect to a two year Sunset Clause; if significant progress is not made
towards construction of the proposal within two years of City Council approval, the
approval is null and void
Council member
vote adopted by
Ayes: _
Nays: _
Absent:
moved a second to this resolution and upon being put to a
present.
ATTEST:
Michael D. Werner, Mayor
Melanie Mesko Lee
City Clerk
I HEREBY CERTIFY that the above is a true and correct copy of resolution presented to and
adopted by the City of Hastings, County of Dakota, Minnesota, on the 4th day of April, 2005, as
disclosed by the records of the City of Hastings on file and of record in the office.
Melanie Mesko Lee
City Clerk
(SEAL)
This instrument drafted by:
City of Hastings (JWH)
101 4th St. East
Hastings, MN 55033
r'
HASTINGS CITY COUNCIL
RESOLUTION NO.
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF HASTINGS GRANTING
SITE APPROVAL TO THREE RIVERS PLACE PHASE ONE LOCATED ON THE
NORTH HALF OF BLOCK 2, TOWN OF HASTINGS, DAKOTA COUNTY
MINNESOTA
Council member
moved its adoption:
introduced the following Resolution and
WHEREAS, Tanek Architects, applicant on behalf of Robert Abdo, owner has petitioned for
a Site Plan Approval to construction of a 49 unit four story building, generally located south of 1 st
Street, between Ramsey and Tyler Streets, legally described as follows:
The North Half of Block 2, TOWN OF HASTINGS, Dakota County Minnesota, including
that portion of vacated 1 st Street.
WHEREAS, on March 28,2005, review was conducted before the Planning Commission of
the City of Hastings, as required by state law, city charter and city ordinance; and
WHEREAS the Planning Commission recommended approval of the request to the City
Council subject to the conditions contained herein; and
WHEREAS The City Council has reviewed the request and concurs with the
recommendation of the Planning Commission.
NOW THEREFORE BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY
OF HASTINGS AS FOLLOWS:
That the City Council hereby approves the Site Plan as presented to the City Council subject to the
following conditions:
1) Approval of the Preliminary Plat 6f Three Rivers Place.
2) Approval of the Special Use Pennit to allow residential use of the first floor in the DC-
Downtown Core Zoning District.
3) Approval ofthe Special Use Pennit to allow for impervious surface coverage exceeding 75
percent per Chapter 16, Shoreland Management Ordinance.
4) All disturbed areas on this property shall be stabilized with rooting vegetative cover to
eliminate erosion problems.
5) Final approval of the grading, drainage and utility plans by the Public Works Director, and
reimbursement for any fees incurred in review ofthe development. The owner assumes all
risks associated with the grading and utility placement prior to fonnal approvals.
6) All waste refuse facilities shall be contained in a fully enclosed building. Dumpsters outside
of buildings shall be prohibited.
7) All parking areas must be constructed of bituminous surfacing and concrete curb and gutter.
8) Illumination levels are limited to 0.5 foot candles at the property line as required in the
Zoning Code.
9) All lighting shall be downcast and incorporate cut-off shielding to direct light onto parking
areas, and away from adjacent properties
10) The existing 20 foot alleyway must be expanded to meet the requirements of the Public
Works Director and Fire Marshall, a 24 foot minimum width is necessary.
11) Vehicle loading areas must be identified to ensure the alleyway is not blocked by service
vehicles. A garbage truck or other service vehicle parked in the alley would block all access
to the center parking court under the current design. The existing buildings south of the
alley are constructed to the property line leaving no other alternative but to block the alley.
All landscaped areas must be irrigated.
12) Any deviation from a non-combustible from the non-combustible status will need to be
reviewed to ensure adequate fire protection.
13) Blasting will not be allowed for rock excavation, the specific rock removal method must be
identified.
14) The applicant shall convert the two stall parking bump out along the west side of Tyler Street
into a loading area at the discretion ofthe City.
15) The project shall adhere to the tre~ preservation policy for tree removal at the discretion of
the City Forester
16) Any uncompleted site work (including landscaping) must be escrowed (or prior to issuance
of a certificate of occupancy.
17) Submission of an electronic copy of all plan sets (TIP, PDF, or similar format) prior to
recording ofthe Final Plat mylars.
18) Approval is subject to a two year Sunset Clause; if significant progress is not made
towards construction of the proposal within two years of City Council approval, the
approval is null and void
Council member
vote adopted by
moved a second to this resolution and upon being put to a
present.
Ayes: _
Nays: _
Absent:
ATTEST:
Michael D. Werner, Mayor
Melanie Mesko Lee
City Clerk
I HEREBY CERTIFY that the above is a true and correct copy of resolution presented to and
adopted by the City of Hastings, County of Dakota, Minnesota, on the 4th day of April, 2005, as
disclosed by the records of the City of Hastings on file and of record in the office.
Melanie Mesko Lee
City Clerk
(SEAL)
This instrument drafted by:
City of Hastings (JWH)
101 4th St. East
Hastings, MN 55033
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CONTRACTOR IS TO FOllOW ALL
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LAND USE APPLICATION
CITY OF HASTINGS. PLANNING DEPARTMENT
101 4th Street East, Hastings, MN 55033 Phone: 651.480.2350 Fax: 651.437.7082
Address of Property: 109 Ramsey Street, HRA Lot (Northeast Corner). 301-315 Second Street
(otherwise known as Block 2)
Legal Description of Property:
Applicant:
Name
Address
Owner: (If different from Applicant):
Phone
Fax
EMail
Tanek Architects
118 E. 26th Street, Suite 300
Minneapolis, MN 55404
612-879-8225
612-879-8152
Name
Address
Phone
Fax
EMail
Three Rivers Place, LLC
625 Marquette Ave., Suite
Minneapolis. MN 55402
612-333-1526
612-342-2608
rabdo@abdoabdo.com
710
Description of Request (include site plan, survey, and/or plat if applicable):
Check applicable box(es):
Note: All fees and escrow amounts due at time of application.
',..
Final Plat $600 Administrative Lot Split $50
Minor Sub. $500 Comp Plan Amendment $500
Rezone $500 House Move $500
Spec. Use $500 Lot Line Adjustment $50
Variance $250 Vacate ROW/Easement $400
Annexation $500 plus legal expenses
EAW $500 plus $1000 escrow
Prelim Plat $500 plus escrow:
- Under 10 acres: $3000 ($500 Planning + $2500 Engineering)
- Over 10 acres: $6000 ($1000 Planning + $5000 Engineering)
Site Plan $500 plus escrow:
- 0 - 5,000 sJ.: $1500 (Engineering)
- 5,000 - 10,000 sJ.: $2500 ($500 Planning + $2000 Engineering)
-10,000 - 50,000 s.f.: $3250 ($750 Planning + $2500 Engineering)
- 50,000 sJ. +: $4000 ($1000 Planning + $3000 Engineering)
TOTAL:
Signature of Applicant Date
Signature of Owner
Thre~ers. PIA LLC
By '-<-,--6 1L-<J--eL-=
Robert P. ADdo, President
Owner Name - Please Print
Date
12/29/04
Applicant Name and Title - Please Print
Official Use Only
File #
Fee Paid
04/23/03
'"
Rec'd By:
Receipt #
Date Rec'd
App. Complete
VIII -B-4
Variance - Hastings Ford - 3625 Vermillion St
City Council 'Memo - April 4, 2005
Page 1
Memo
To:
Mayor Werner and City Council
From:
Kris Jenson, Associate Planner
Date:
April 4, 2005
Subject:
Hastings Ford - Variance #2005-16 to vary from the architectural
standards ordinance for an accessory storage structure at Hastings Ford,
located at 3625 Vermillion St.
REQUEST
Doug Erickson, on behalf of Hastings Ford, seeks a variance to construct a 40' x 60' metal
pole building, which does not meet the architectural standards ordinance.
Mr. Erickson is also requesting the Council provide direction regarding the proposed future
right of way along the east property line, as this affects his placement of the accessory
storage building on the site.
RECOMMENDATION
The Planning Commission recommended denial on a 5-1 vote at their March 14th Meeting.
Commissioner Truax, who dissented on the vote, felt that because there was a prevalence
of metal pole-style buildings in the area that this type of building would not be out of place.
The other Commissioners seemed to feel that Hastings Ford should meet the ordinance,
as it's original intent was to limit the addition of new metal pole structures in the City.
Staff, along with Council member Alongi met with Mr. Erickson on March 31st. It was
proposed by the applicant to modify the south wall of the structure to match the front of the
existing Ford building, with a stucco finish over metal with a brick wainscoting. The east
and north sides of the buildings which face the residential areas, would be heavily
landscaped to provide a buffer. The details of such landscaping would be determined
during the site plan review process, which still must be reviewed and approved by the
Planning Commission and City Council.
Variance - Hastings Ford - 3625 Vermillion St
City Council Memo - April 4, 2005
Page 2
BACKGROUND INFORMATION
Comprehensive Plan Classification
The use conforms to the 2020 Comprehensive Plan. The property is designated C
Commercial.
Zoning Classification
The subject property is zoned C-2 Highway Auto-Specialized Commerce.Auto dealerships
are a permitted use in the C-2 District.
Adjacent Zoning and Land Use
The following land uses abut the property:
Direction Existing Use Zoning Comp Plan
North Single Family Home C-2 Hwy Auto Comm C - Comm
East Twin Homes R-3 Med High Dens Res U-II Urb Res
South 36th Street
Twin Homes R-3 Med High Dens Res U-II Urb Res
West Vermillion St (Hwy 61)
Single Family Home R-3 Med High Dens Res U-II Urb Res
Existing Condition
The existing site contains an auto dealership and parking areas. The proposed area for the
storage structure is vacant, relatively flat. Pictures of two other large buildings in the area
as well as the proposed location of the structure are enclosed.
VARIANCE REVIEW
Architectural Standards
New buildings within commercial districts are required to meet architectural standards for
design and materials. The specific language. has been attached for your review. The
highlights are:
Requires 65% of Class 1 or 2 materials, with Class 1 making up at least 25% of
the total fac;ade. This would be required on all 4 sides of the building.
Review Criteria
The following criteria have been used as findings of fact in granting variances to zoning
provisions:
A. That special conditions and circumstances exist which are peculiar to the land,
structure, or building involved and which are not applicable to other lands,
structures, or buildings in the same district.
Variance - Hastings Ford - 3625 Vermillion St
City Coundil Memo - April 4, 2005
Page 3
B. The literal interpretation of the City Code would deprive the applicants of rights
commonly enjoyed by other properties in the same district under the terms of
Chapter 10.
C. That the special conditions and circumstances do not result from actions of the
applicant.
D. That granting the variance requested will not confer on the applicant any special
privilege that is denied by Chapter 10 to other lands, structures, or buildings in the
same district. No non-conforming use of neighboring lands, structures, or buildings
in the same district, and no permitted or nonconforming use of lands, or buildings in
other districts shall be considered grounds for the issuance of a variance.
Notification of Adjoining Property Owners
Notification was sent to adjoining property owners prior to the Planning Commission
meeting. No comments have been received at this time.
Related Issues
If Hastings Ford chooses to go forward with plans to construct the building (either with a
variance to not meet the standards or with plans that do meet the standards) a major issue
relating to the site plan would be the conflict of the proposed location of this building with a
future frontage road proposed in the 2020 Comprehensive Plan.
The Transportation Plan identified a Future Frontage Road running along the east side of
the Hastings Ford Property from 36th Street north to the County crossroads area and
connecting with Hwy 61. This map - Figure 7c - is included in your packet, as is the
language from the Comp Plan regarding the future roadways. This frontage road would
serve as a reliever for Hwy 61, allowing those residents of Cari Park and possible future
subdivisions to the south a way to access the commercial area without needing to use Hwy
61 or Hwy 316. The future frontage road would also serve as an access point to the two
properties located directly north of Hastings Ford. These properties are guided Commercial
and it is expected that at some point they will be redeveloped as such. (Both are currently
residential uses).
As you may recall, Hastings Ford expanded their building and parking areas in 2002, and
at that time Mr. Erickson was made aware of the future frontage road as identified in the
comp plan, and the eastern 80' of the property was identified on the plans as future right of
way.
Mr. Erickson has expressed a desire for the City to make a determination on this issue and
either take steps to preserve the future right of way or allow him to use the area for his
business.
Variance - Hastings Ford - 3625 Vermillion 8t
City Council Memo - April 4, 2005
Page 4
ATTACHMENTS
. Resolution
. Location Map
. Site Plan
. Area Photos
. Architectural Standards
. Comp Plan info
. Application
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SECTION 10.28. ARCHITECTURAL STANDARDS
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SUBD. 1. Purpose. The purpose of establishing criteria for
architectural design and exterior treatment of buildings is to ensure high
standards of development that is compatible with neighboring development and
contributes to a community image of permanence, stability, and visual aesthetics,
while preventing impermanent construction and use of materials that are
unsightly, rapidly deteriorate, contribute to depreciation of neighborhood property
values, or cause urban blight. The standards are further intended to ensure
coordinated design of building facades, additions, and accessory structures in
order to prevent visual disharmony, and to reduce visual monotony through
variation of building materials, heights, offsets, changes in building plane, and the
like.
SUBD.2. Applicability. Architectural Standards in this section shall
apply to the exterior construction of new commercial, industrial, institutional
buildings, and the like, as well as multiple family buildings exceeding eight units,
and as follows:
A. Existing Buildings. Building additions and remodeling of 'existing
commercial, industrial, and institutional buildings shall also be
subject to Architectural Standards, however the affect of the
architectural standards on the buildings existing appearance shall
be considered, to ensure visual harmony, and consistency with the
purpose of the Architectural Standards section.
B. Heritage Preservation Sites and Heritage Preservation District.
Buildings and properties within the Heritage Preservation District, or
designated as a Heritage Preservation Site shall also be subject to
conformance with Chapter 2.18, Heritage Preservation
Commission, of the City Code. In areas of discrepancy between
standards, the City Council shall decide on the applicability of the
standard.
C. Original Hastings Design Guidelines. Buildings and properties as
identified in the "Original Hastings Design Guidelines" (adopted by
the City Council on May 5, 2003) must adhere to the requirements
of the adopted guidelines in addition to the provisions of this
section. In areas of discrepancy between standards, the City
Council shall decide on the applicability of the standard.
SUBD. 3. General Requirements.
A. Building design and construction standards must be used to create
a structure with equally attractive sides. Primary emphasis shall be
placed on the most visible sides of a building.
B. Primary building entrances must be clearly defined to promote
visual interest and architectural presence.
C. Large, uninterrupted expanses of a single building material shall not
be permitted, unless the use meets the purpose or intent of this
section as determined by the Administrative Official.
D.
E.
SUBD. 4.
A.
B.
No wall that faces a public right-of-way. parks, the public view from
adjacent properties or a residential use or district may have an
uninterrupted length exceeding 100 feet without including at least
two of the following:
1. Change in plane
2. Change in texture or masonry pattern
3. Inclusion of windows
4. Equivalent change or incorporation of a building element that
subdivides the wall into smaller proportions.
All buildings on a lot, or as part of a unified development, shall be of
compatible design and materials. Emphasis shall be given on the
position of buildings on the site to give visual interest.
Specific Requirements
Design Creativity. Creativity and innovation in building design is
encouraged. Design creativity shall be a determining factor in
deviating from the specific materials standards listed in this section
Classes of Material. For the purposes of this section, acceptable
exterior materials are divided into Class 1, Class 2, and Class 3
categories as presented in Table 10.28-1, as follows:
TABLE 10.28-1 Classes of Materials
Class 1 Class 2 Class 3
. Brick . EIFS or Drivit . Industrial grade concrete
· Natural Stone . Masonry Stucco precast panels
. Glass (including block, . Specialty Integral Colored . Smooth concrete
windows,oropaque Concrete Block (including · Scored concrete
mirrored panels) textured, burnished block, . Ceramic
. Seamless metal panels rock face block) . Wood
(including copper) . Architecturally textured · Aluminum or Vinyl Siding
· Other materials not listed concrete precast panels . Other materials not listed
elsewhere as approved by . Tile (masonry, stone or clay) elsewhere as approved by
the Administrative Official . Other materials not listed the Administrative Official
elsewhere as approved by
the Administrative Official
C.
Required Combinations of Materials. Buildings must incorporate
classes of materials for each fa<;ade in the following manner:
1. Office, Retail, Service, or Institutional Buildings
a. Front facades, and side and rear facades visible from
public right(s)-of-way, the public view from adjacent
properties, parts, or residential uses or districts must
be composed of at least 65 percent of Class 1 or 2
materials, with Class 1 materials comprising at least
25 percent of the total fa<;ade.
b. Side and rear facades not visible from public right(s)-
of-way, parks, public view from adjacent properties or
residential uses or districts may use any combination
of Class 1,2, or 3 materials. , . "
2. Industrial and warehouse buildings, multi tenant office!
industriallwarehouse, or showroom\warehouse or other
combination
a. Front facades must be composed of at least 75
percent of Class 1 or 2 materials, with Class 1
materials comprising at least 25 percent of the total
fac;ade.
b. Side and rear facades visible from public right(s)-of
way, parks, public view from adjacent properties, or
residential uses or districts must be composed of a
least 25 percent of Class 1 or 2 materials.
c. Side and rear facades not visible from public right(s)-
of-way, parks, public view from adjacent properties or
residential uses or districts may use any combination
of Class 1,2, or 3 materials.
3. Multiple Family Residential Buildings exceeding eight units
a. Front facades, and side and rear facades visible from
public right(s)-of-way, the public view from adjacent
properties, parts, or residential uses or districts must
be composed of at least 25 percent of Class 1
materials, and at least 25 percent of Class 2
materials.
b. Side and rear facades not visible from public right(s)-
of-way, parks, pUblic view from adjacent properties or
residential uses or districts may use any combination
of Class 1, 2, or 3 materials.
Cit, of Hastings 2020 Comprehensive Plan
Chapter 6, Traffic and Transportation
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TH61
South End
Figure 7c
DtODT AeE.ItOAlD&
Three future fronUoeJbackage roads should be constructed to pro~de
altemate accessto businesses fronting on TH 61. The three future roads are:
a backage road south from 23rd St..
a backage road south from the County Crossroads commercial area to 36th St..
and an extension of Cannon St. to 36th St. to serw as a frontage road.
'TIRADIC SIeNAJLS
Install is tratfio signal at tM 23rd St. intersection in c9njunction with
the closing of the 21 st St. intersection and construction of a backage road.
ACCESS IIABA6EIIERT
Eliminate the 21st St. intersection. Relocate the Cannon St. intersection
to align with the existing Countv Crossroads commercial area drivewa"access.
Reduce the number of existing T H 61 driww ay accesses.
City of Hastings 2020 Comprehensive Plan
Drive. Further, these roadway connections would allow motorists desiring to travel west, the
alternative to bypass the City via local routes rather than the arterial roadw~y system.
The properties where a portion of the east-west extensions of 36th Street and 31st Street are
located are within the Potential Growth Area of Marshan Township identified in the Land Use
Plan chapter of the 2020 Comprehensive Plan. Right of way for the roadway extensions should
be obtained when development is proposed within this area, and direct access to the new
roadway extensions should be limited to the extent possible.
2. Spiral Boulevard Connection to CSAH 91
The extension of Spiral Boulevard to CSAH 91 would provide an alternative route to serve the
Hastings Business and Industrial Park. Industrial park traffic traveling to and from the south and
east would be able to avoid the Hastings section of TH 316 by utilizing CSAH 91 to the rural
portion ofTH 316 or CSAH 54. Additionally, an alternative route to the north would be available
via CSAH 91 and CSAH 54/l0th Street East.
3. CSAH 47/48 Bypass
The realignment of CSAH 47/48 is also being discussed with the Dakota County Highway
Department. The realignment would extend south in the northern portion of Marshan Township
around the existing City limits and eventually connect to the potential TH 316 bypass at TH 61.
This route would provide an alternative to TH 61 and increase roadway continuity in the area. A
corridor study is needed (as identified earlier) that would identify issues, the location of the by-
pass and appropriate roadway jurisdiction.
.~ TH 61 Relievers
Currently, there are no designated alternative roadways for local trips along the TH 61 corridor.
Most motorists utilize TH 61 for short trips area because of the lack of designated alternative
local routes.
Vermillion Street Side Streets
Side streets parallel to TH 61 should be improved and developed as through streets to provide
alternative routes for short one to six block local trips in the downtown. Businesses that front on
TH 61 need to provide rear access to these streets. These side streets include:
. Sibley Street from 2nd Street to 8th Street and from 19th Street to 15th Street.
. Eddy Street from 2nd to 19th Street and from TH 55 to 15th Street
Additionally, improvements to increase pedestrian and vehicular safety are needed including the
widening the traveled portion of the roadway by eliminating on-street parking and installing
sidewalks.
2T Street Intersection
Access management improvements in the TH 61/23rd Street intersection area would improve
safety along TH 61. The improvements include:
. a traffic signal at the TH 61/23rd Street intersection,
Chapter 6: Transportation February 10, 2000
Page 21
City of Hastings 2020 Comprehensive Plan
. the extension of23rd Street to 21st Street and closure ofTH 61121st 8.treet intersection, and
c ~
. construction of a backage road parallel to TH 61 extending south trom 23rd Street to
provide access to existing businesses.
3&h Street/TH 61 Frontage Roads
Access management improvements would also benefit the portion of TH 61 lying south of the
TH 316 intersection. These include:
. the relocation of the Cannon Street access to align with existing commercial property
access between 33rd Street and 36th Street on the east side of TH 61 and to connect to the
future westerly extension of 36th Street.
. construction of a ftontage road on the east side of TH 61 ftom 36th Street to serve future
commercial development south of 33rd Street. The existing TH 61 driveways serving the
two residential properties should be eliminated when these properties redevelop with
access provided by the proposed frontage road.
These two improvements would protect the integrity of TH 61 in the event the functional
classification of this portion of the roadway would change to a principal arterial. Cannon Street
will serve as a frontagelbackage road for commercial and residential development along TH 61
ftom 36th Street to 22nd Street. The east ftontage road would provide access properties south of
33rd Street.
Roadway Design
The present four-lane section of TH 61 south of the bridge is inadequate to safely handle
additional volumes because of the presence of on-street parallel parking, the lack of right turning
lanes and other design issues. Further, there are several uncontrolled private and public access
points need to be examined to determine if additional safety improvements need to be
considered.
It is anticipated that Mn/DOT will complete a corridor study for the Mississippi River bridge
replacement in 2008. It would be beneficial to extend this study to TH 316 to examine impacts to
the entire corridor that will result from the expansion of the bridge. A corridor study will serve to
protect the investment of the bridge replacement and assist Mn/DOT and the City in defining
issues, judging alternatives and scheduling improvements needed within the corridor area.
Chapter 6: Transportation February 10, 2000
Page 22
#rJ(f)s-/6
LAND USE APPLICATION
CITY OF HASTINGS - PLANNING DEPARTM~NT "
101 4th Street East, Hastings, MN 55033 Phone: 651.480.2350 Fax: 651.437.7082
Address of Property:
Applicant:
Name
Address
Owner (If different from Applicant):
Name
Address
Phone
Fax
Email
Phone
Fax
Email
Description of Request (include site plan, survey, and/or plat if applicable):
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Check applicable box(es):
~
Final Plat
Minor Sub.
Rezone
Spec. Use
Variance
Annexation
EAW
Prelim Plat
Site Plan
><
TOTAL:
of Applicant
Note: All fees and escrow amounts due at time of application.
$600
$500
$500
$500
$250
$500 plus legal expenses
$500 plus $1000 escrow
$500 plus escrow:
- Under 10 acres: $3000 ($500 Planning + $2500 Engineering)
- Over 10 acres: $6000 ($1000 Planning + $5000 Engineering)
$500 plus escrow:
- 0 - 5,000 s.f.: $1500 (Engineering)
- 5,000 - 10,000 s.f.: $2500 ($500 Planning + $2000 Engineering)
-10,000 - 50,000 s.f.: $3250 ($750 Planning + $2500 Engineering)
- 50,000 5.1. +: $4000 ($1000 Planning + $3000 Engineering)
Administrative Lot Split
Comp Plan Amendment
House Move
Lot Line Adjustment
Vacate ROW/Easement
Date
CI~S-/C., ~
Date
O~/~~C-' ~
/ -- t /" /ll}'L"
'~wner Name - Please rint
'j) iflt l2~.;< /k "-LRS lli./cl2.~tJ1tJ
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Applicant Name and Title - Please Print
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OffJcialUse OnlY: _~
Flle# 9i-! /)
Fee Paid t
Rec'd By: 1,:;' !'-)...../
Receipt #
Date Rec'd ~ 41 S
App. Complete
MEMO
To: Mayor Werner and City Council
From: Melanie Mesko Lee, Assistant City Admistrator
Subject: Increase 2005/2006 On-Sale Liquor License Fees
REQUEST:
Please see Public Hearing for further information.
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PARCEL 1
lot One (
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The Eost
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PARCEL 2
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PARCEL J;
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PARCEL 5:
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