HomeMy WebLinkAbout2020.07.20 CC Packet
Meeting will be held remotely pursuant to MN Statute Sec. 13D.021. Anyone who wishes to
speak at the meeting is strongly encouraged to make arrangements by 4:30 p.m. on the
meeting day by contacting City Clerk Michele Lindau at 651-762-6315.For more information
on the remote meeting and participation, go to https://www.ci.hugo.mn.us/participate.
Meeting ID # 841 1131 4644
A. CALL TO ORDER
B. ROLL CALL
C. PLEDGE OF ALLEGIANCE
D. APPROVAL OF MINUTES
1. July 6, 2020, City Council Meeting
E. APPROVAL OF AGENDA
F. APPOINTMENTS/PRESENTATIONS
1. Presentation of 2019 Audit Report – Jason Miller, Smith Schafer & Associates
2. Update on COVID-19 City Response
G. CONSENT AGENDA
All matters listed under the Consent Agenda are considered to be routine by the City Council
and will be enacted by one motion and a roll call vote. If a member of the City Council or
the public wishes to discuss an item, that item will be removed from the Consent Agenda and
will be considered separately.
1. Approve Claims Roster
2. Approve Change Order No. 2 from CB&I for the Water Tower No. 4 Improvement
Project
3. Approve Pay Voucher No. 11 from CB&I for Water Tower No. 4 Improvement
Project
4. Approve Pay Vouch No. 3 from Peterson Companies, Inc. for Water’s Edge
Stormwater Reuse – Phase 2
5. Approve Resolution Terminating TIF District No. 1-2 and Directing County to
Decertify
6. Approve Reduction in Letter of Credit for Adelaide Landing 5th Addition
7. Approve Board of Trustees Request for Increase in Lump-Sum Pension Approval of
Increase in Fire Relief Pension
8. Adopt Feasibility Study for Lions Park Improvement Project
Agenda
HUGO CITY COUNCIL MEETING
HUGO CITY HALL
MONDAY, JULY 20, 2020 – 7 P.M.
H. PUBLIC HEARING
1. None Scheduled
I. AWARD OF BID
1. None Scheduled
J. UNFINISHED BUSINESS
1. None Scheduled
K. NEW BUSINESS
1. Resolutions Approving Hugo Gardens Preliminary Plat and PUD Amendment
2. Resolution Authorizing Preparation of Feasibility Study for 2021 Road Project
L. VISITOR PRESENTATIONS
1. None Scheduled
M. COUNCIL PRESENTATIONS
1. Update on Yellow Ribbon Network
N. ADMINISTRATIVE PRESENTATIONS
1. Schedule Mid-Year Budget Workshop for Week of September 14-18
O. ADJOURNMENT
BACKGROUND MEMO FOR THE CITY COUNCIL MEETING ON JULY 20,2020
D.1 Approval of Minutes for the July 6, 2020 City Council Meeting
Staff recommends Council approve the above minutes as presented.
F.1 Presentation of 2019 Audit Report – Jason Miller, Smith Schafer & Associates
Jason Miller from the independent accounting firm of Smith Schafer & Associates will present
the Hugo City Council with a recap of the audit of City finances for the 2019 fiscal year. The
Council will listen to the presentation from Jason Miller after which questions will be taken. The
Audit report can be found on the City’s website. City staff recommends Council formally accept
the 2019 City Audit as recommended by Finance Director Ron Otkin.
F.2 Update on COVID-19 City Response
City Administrator Bryan Bear will provide an update on how the city is responding to the
coronavirus pandemic.
G. 1 Approve Claims Roster
Staff recommends Council approve the Claims Roster as presented.
G.2 Approve Change Order No. 2 from CB&I for the Water Tower No. 4 Improvement
Project
WSB is recommending approval of Change Order No. 2 for work done by CB&I on the Water
Tower No. 4 project. This change order eliminates the water tower’s seepage pit as it is no
longer needed based on conditions at the water tower site. Change Order No. 2 also reduces the
length of the 18”RCP needed by 25 feet. The associated total reduction in contract price is
$5,500. Staff recommends approval of Change Order No. 2 for work done by CB&I.
G.3 Approve Pay Voucher No. 11 from CB&I for Water Tower No. 4 Improvement
Project
CB&I, LLC has submitted Pay Voucher No. 11 for work done on the Water Tower No. 4
Improvement Project certified through July 2, 2020 Staff recommends approval of Pay Voucher
No.11 in the amount of $49,780.00.
G.4 Approve Pay Vouch No.3 from Peterson Companies, Inc. for Water’s Edge
Stormwater Reuse – Phase 2
Peterson Companies, Inc. has submitted Pay Voucher No. 3 for work done on the
Water’s Edge Stormwater Reuse -Phase 2 project certified through June 30, 2020. Staff
recommends Council approve Pay Voucher No. 3 in the amount of $196,332.47.
G.5 Approve Resolution Terminating TIF District No. 1-2 and Directing County to
Decertify
The City’s downtown tax increment district was certified by the county in 2010. Through 2019
this district has not generated any tax increment and there is no outstanding debt or contractual
obligations. Minnesota statutes require that this district be decertified. Staff recommends
Council adopt a Resolution Terminating TIF District No. 1-2 and directing the County Auditor to
Decertify the District Effective December 31, 2020.
G.6 Approve Reduction in Letter of Credit for Adelaide Landing 5th Addition
Adelaide Landing 5th Addition has had significant work completed to date and The Excelsior
Group is requesting a reduction in the letter of credit. The current letter of credit for the 5th
Addition is in the amount of $3,032,318. Staff has inspected the work completed to date and
recommends Council approve the reduction in the letter of credit to $2,192,740 based on the
value of work remaining to be completed.
G.7 Approve Board of Trustees Request for Increase in Lump-Sum Pension
The Board of Trustees for the Hugo Firefighter’s Relief Association has formally requested City
Council ratification of an increase of $100 per year of service in their lump-sum pension
benefit. The Finance Department has reviewed this request and finds it to be financially feasible
and consistent with the Pension Fiscal Policy adopted in April, 2012. Staff recommends Council
ratify the Board of Trustees’ request for a $100 increase in their lump-sum pension benefit and
corresponding change to their by-laws.
G.8 Adopt Feasibility Study for Lions Park Improvement Project
At the City Council meeting of April 20, 2020, a feasibility study of Lions Park was
authorized. A master plan for Lions Park was approved on March 2, 2015. The feasibility study
revised the master plan for consistency with anticipated residential development and road
projects adjacent to the park. A joint Parks Commission and City Council workshop was held on
June 29, 2020 to review the updated master plan options and cost estimates. At their July 15,
2020 meeting, the Parks Commission recommended approval of the final master plan and
feasibility study for Lions Park.
K.1 Resolutions Approving Hugo Gardens Preliminary Plat and PUD Amendment
Hugo Garden Apartments, LLC is requesting approval for a PUD amendment and preliminary
plat for “Hugo Garden Apartments,” to allow construction of 84 apartment units in seven
buildings. The property is part of LaValle Fields PUD and Outlot B will be platted as a single lot
to accommodate the new apartments. Staff recommended approval of the applications, subject to
the findings and conditions listed in the resolutions. At its May 14, 2020 meeting, the Planning
Commission discussed the applications and held a public hearing. During the public hearing, a
resident came forward and shared concerns with the apartments being within close proximity to
the road. The Commissioners generally liked the proposal and agreed the products will be a nice
addition to the community. The Planning Commission recommended approval of the resolutions
approving the PUD Amendment and Preliminary Plat for “Hugo Garden Apartments.”
K.2 Resolution Authorizing Preparation of Feasibility Study for 2021 Road Project
Staff has worked to develop a 5-year Capital Improvement Plan for roadway infrastructure which
was approved at the July 6th City Council meeting as part of the City’s overall 5-year Capital
Improvement Plan. Next year’s improvement project is identified as the 2021 Downtown
Improvement Project and includes the extension of 147th Street from Finale Avenue to Oneka
Boulevard, reconstruction of 147th Street from just west of TH 61 to Finale Avenue, Flay Avenue
north of 147th Street, Upper 146th Street, 146th Street, Finley Avenue, and Fitzgerald Avenue (see
attached project location map). Coordinating with the Lions Park Improvement efforts, CR 8
Water Reuse Project, and Hugo Gardens is important, and moving forward with the preparation
of the feasibility study will be helpful. Staff recommends authorization to prepare the feasibility
study for the 2021 Downtown Street Improvement project.
M.1 Update on Yellow Ribbon Network
Council Member Chuck Haas and Phil Klein will report to Council on the Yellow Ribbon
Network activities held recently.
N.1 Schedule Mid-Year Budget Workshop for Week of September 14-18
Staff recommends Council schedule the midyear budget workshop for some time during the week
of September 14-18, and discuss how the workshop should be held.
O.1 Adjournment
Meeting held remotely pursuant to MN Statute Sec. 13D.021.
ZOOM Meeting ID # 864 2865 1960
Mayor Weidt called the meeting to order at 7:00 p.m.
COUNCIL PRESENT REMOTELY: Haas, Klein, Miron, Petryk, Weidt
COUNCIL ABSENT: None
OTHERS PRESENT REMOTELY: City Attorney Dave Snyder, City Engineer Mark Erichson,
Community Development Director Rachel Juba, Finance Director Ron Otkin, Public Works
Director Scott Anderson
PRESENT AT CITY HALL: City Administrator Bryan Bear, City Clerk Michele Lindau
Minutes for the June 15, 2020, Workshop on Lions Park Feasibility Study
Klein made motion, Miron seconded, to approve the minutes for the Lions Park Feasibility Study
Workshop held on June 15, 2020, as presented.
Roll call vote – all ayes. Motion carried.
Minutes for the June 15, 2020, City Council Meeting
Miron made motion, Petryk seconded, to approve the minutes for the City Council meeting held
on June 15, 2020, as presented.
Roll call vote – all ayes. Motion carried.
Minutes for the June 16, 2020, City Administrator Review
Klein made motion, Petryk seconded, to approve the minutes for the City Administrator
Performance Review Executive Session held on June 16, 2020, as presented.
Roll call vote – all ayes. Motion carried.
Minutes for the June 18, 2020, Neighborhood Meeting on Proposed Public Works Facility
Miron made motion, Klein seconded, to approve the minutes for the neighborhood meeting on
the proposed Public Works facility held on June 18, 2020, as presented.
Roll call vote – all ayes. Motion carried.
Minutes for the June 29, 2020, Joint Workshop on Lions Park Feasibility Study
Klein made motion, Miron seconded, to approve the minutes for the Lions Park Feasibility joint
workshop with the Planning Commission held on June 29, 2020, as presented.
Minutes
HUGO CITY COUNCIL MEETING
REMOTE MEETING
MONDAY, JULY 6, 2020 – 7 P.M.
Hugo City Council Meeting Minutes for July 6, 2020
Page 2 of 5
Roll call vote – all ayes. Motion carried.
Approval of Agenda
Weidt made motion, Klein seconded, to approve the agenda as presented.
Roll call vote – all ayes. Motion carried.
Update on COVID-19 City Response
City Administrator Bryan Bear provided an update on how the City was responding to the
coronavirus pandemic. The City remained under the State of Emergency per the Governors last
order, Order 20-74, from early June. Under this order, the City would remain under Phase III of
the Stay at Home Plan. The COVID Preparedness Plan adopted by the Council at the last
meeting allowed employees to work from home if possible, and it outlines special provisions
when at City Hall, Public Works, and the Fire Department. Bear talked about the importance of
the State of Emergency because it allowed for remote meetings by providing exceptions to the
requirements for notices and access to public places. Council could conduct regular meetings if
they choose with special rules, and this applied to all boards and commissions. Bear explained
the way the public could also participate remotely. Bear talked about the CARES Act saying
Hugo’s share was $1,148,713, which is figured on a per capita basis, unlike LGA, and it must be
spent by November 15, 2020. Funds not spent must be returned by first transferring them to the
County for their possible use. The City was documenting expenses, and enhancements would
need to be done to the City’s AV system for virtual meetings. These funds could also be used for
business grants, and the EDA would be discussing this at their next meeting. Bear asked Council
to discuss and provide direction.
Council talked about the ventilation system in City buildings and questioned whether
improvements needed to be made. Bear stated the systems were reasonably modern, but staff
would have a determination made by HVAC. Council also asked about the use of community
rooms. Bear replied there has not been much use of the rooms. Smaller groups are using them
and seem to be complying with COVID regulations.
Consent Agenda
Weidt made motion, Petryk seconded, to approve the following consent agenda:
1. Approve Claims Roster
2. Approve Annual Performance Review for Public Works Worker Jeff Maas
3. Approve Contract with Oertel Architects for the Public Works Facility
4. Approve Application for Water Surface Use Permit for David Strub on Sunset Lake
Roll call vote – all ayes. Motion carried.
Approve Claims Roster
Adoption of the Consent Agenda approved the Claims Roster as presented.
Hugo City Council Meeting Minutes for July 6, 2020
Page 3 of 5
Approve Annual Performance Review for Public Works Worker Jeff Maas
Jeff Maas was hired by the City of Hugo on July 24, 2006, as a Public Works Worker. Adoption
of the Consent Agenda approved the annual performance review for Public Works Worker Jeff
Maas.
Approve Contract with Oertel Architects for the Public Works Facility
Staff had been working with Oertel Architects to prepare plans and specifications for the
construction of a new Public Works facility located at the Irish Avenue Park property. Oertel
Architects had prepared a standard agreement that outlines how they would assist the City in the
delivery of the new facility once all approvals are in place. Adoption of the Consent Agenda
approved the contract with Oertel Architects.
Approve Application for Water Surface Use Permit for David Strub on Sunset Lake
On behalf of residents living on Sunset Lake, resident David Strub had made application to the
City of Hugo for a water surface use permit to allow residents to water ski on the slalom course
on the lake. Washington County Sheriff’s Department had provided the application form that had
been completed by David Strub. Adoption of the Consent Agenda approved the application for a
water surface use permit for a water skiing course on Sunset Lake.
Public Hearing on Capital Improvement Plan and Bonds
Finance Director Ron Otkin explained to Council that Minnesota statutes allow cities to issue
Capital Improvement Plan Bonds for certain public improvements, including public works
facilities. The statutes require that a hearing be held to gather public input regarding the proposed
five-year Capital Improvement Plan and the possible issuance of bonds. Otkin presented the
plan to the Council. He explained the Council would only be authorizing the use of CIP bonds
at this time, and after the bid opening, Council would authorize the issuance of these bonds.
Otkin recommended the Mayor open the public hearing to take comment.
Mayor Weidt opened the public hearing and explained to the public how to call in to comment.
There were no comments, and the Mayor closed the public hearing.
Haas made motion, Klein seconded, to approve RESOLUTION 2020-29 RESOLUTION GIVING
PRELIMINARY APPROVAL FOR THE ISSUANCE OF GENERAL OBLIGATION CAPITAL
IMPROVEMENT PLAN BONDS IN AN AMOUNT NOT TO EXCEED $8,000,000 AND
ADOPTING THE CITY OF HUGO MINNESOTA, CAPITAL IMPROVEMENT PLAN
THEREFORE
Roll call vote – all ayes. Motion carried.
Approve Site Plan for Public Works Facility
City Planner Rachel Juba explained the City of Hugo’s Public Works Department was proposing
to construct a new approximately 60,600 square foot Public Works facility to replace the current
facility. This facility would be located on the south side of Irish Avenue Park off 140th Street
Hugo City Council Meeting Minutes for July 6, 2020
Page 4 of 5
North (CSAH 8). Public works facilities are considered a public service building and allowed in
the zoning district. The facility would include buildings for storage of salt and materials and
outdoor storage of gravel, dirt, and rock. There would be a fence and landscaping around the
perimeter of the site.
The Parks Commission had discussed this at their May 20, 2020, meeting and had concerns
regarding trails, access, and screening. Two neighborhood meetings had also been held and
comments were heard from residents about continued use of the trails and an increase in the
traffic on 140th Street. Residents also questioned why the City was planning for this facility
when a master plan for the park had not yet been completed. There were also suggestions for
moving the building to another location. The Public Works Director had explained to them that
the site was chosen because it was centrally located in the City on a County road, the City
already owned the property, and there was room for expansion. It was also noted the Parks
Commission would be working on a master plan for the park this year. The Planning
Commission discussed the new facility at their June 25, 2020, meeting and talked about access
and how the facility would blend into the existing park. They generally liked the design and the
plan and unanimously recommended approval.
Juba reviewed with Council the site plan explaining the Irish Avenue Park property is
approximately 125 acres in size, and the building and site improvements would take up
approximately ten acres. The area included space for an approximately 45,000 square foot
expansion of the building in the future. Washington County was presented the plans for review,
and comments were received regarding improvements to the county road that included turn
lanes. Staff would be working with them on an access permit. Juba reviewed the details of the
site and building layout. She stated the proposal met all the requirements necessary for the City
to approve the site plan as outlined in the City Code if the conditions in the approving resolution
were met.
Petryk asked if there would be any funding from Washington County for improvements to the
county road. Juba stated it would be the responsibility of the City, and it was included in the
budgeting, but the City would continue to work with the County. Petryk said she had heard
concerns about the park use and she was happy to see it was set back from the road and adjacent
properties with adequate landscaping for screening. There would be approximately 110 acres
remaining for the park.
Petryk made motion, Haas seconded, to approve RESOLUTION 2020-30 APPROVING A
SITE PLAN FOR THE CITY OF HUGO PUBLIC WORK DEPARTMENT FOR A PUBLIC
WORKS FACILITY ON THE PROPERTY LOCATED AT 14420 140TH STREET NORTH
Roll call vote – all ayes. Motion carried.
Approve Resolution Authorizing Advertisement for Bids for Public Works Facility
Public Works Director Scott Anderson explained that Oertel Architects would have the final
design and bidding documents for the new Public Works facility completed by July 16th. Bid
packets would be available for distribution on July 20th. A bid opening date of August 11th was
expected. Council would then review the bids at their August 17, 2020, meeting and consider
award of the contract. Construction could begin in September, 2020. He recommended Council
authorize advertisement of bids for the construction of the new Public Works facility located at the
Hugo City Council Meeting Minutes for July 6, 2020
Page 5 of 5
Irish Avenue Property.
Haas made motion, Klein seconded, to approve RESOLUTION 2020-31 APPROVING PLANS
AND SPECIFICATIONS AND ORDERING ADVERTISEMENT FOR BIDS FOR THE NEW
PUBLIC WORKS FACILITY PROJECT.
Roll call vote – all ayes. Motion carried.
Update on the Yellow Ribbon Network
Council Member Chuck Haas and Phil Klein reported to Council on the Yellow Ribbon Network
activities held recently. The YRN continued to send care packages to troops overseas. They
were also working with the City of Stillwater on a deployment ceremony to be held on August
9th. Plans for a modified Hamburger Night were being considered.
Adjournment
Klein made motion, Haas seconded, to adjourn at 7:55 p.m.
Roll call vote – all ayes. Motion carried.
Respectfully Submitted,
Michele Lindau
City Clerk
K:\03288-190\Admin\Construction Admin\Change Orders\Change Order No. 2\03288-190 LTR CO2 to City 071520.docx 178 E 9TH STREET | SUITE 200 | SAINT PAUL, MN | 55101 | 651.286.8450 | WSBENG.COM July 15, 2020
Mr. Brian Bear
City of Hugo
14669 Fitzgerald Avenue North
Hugo, MN 55038
Re: Water Tower No. 4
Change Order No. 2
City of Hugo, MN
WSB Project No. 03288-190
Dear Mr. Bear:
The attached Change Order No. 2 includes two credits for the following changes to the contract
for the above referenced project:
1. A deduction of $3,000 from the contract amount to eliminate the Water Tower’s seepage
pit and associated drain piping.
2. A deduction of $2,500 from the contract amount to reduce the length of 18” RCP pipe by
25-feet. The revised total length of pipe will be 95-feet.
We recommend accepting this change order. If the City is in agreement, please sign the attached
Change Order No. 2 and return one copy to WSB.
Sincerely,
WSB
Mark Erichson, PE
Sr. Project Manager
Enclosures
cc: Scott Anderson
Mike Loeffler
kkp
July 15, 2020
K:\03288-190\Admin\Construction Admin\Pay Vouchers\03288-19 LTR PV11 to City 070820.docx 178 E 9TH STREET | SUITE 200 | SAINT PAUL, MN | 55101 | 651.286.8450 | WSBENG.COM July 9, 2020
Honorable Mayor and City Council
City of Hugo
14669 Fitzgerald Avenue North
Hugo, MN 55038
Re: Construction Pay Voucher No. 10
Water Tower No. 4
City of Hugo, MN
WSB Project No. 03288-190
Dear Mayor and Council Members:
Please find enclosed Construction Pay Voucher No. 11 for the above referenced project in the
amount of $49,780.00. The quantities completed to date have been reviewed and agreed upon by
the contractor, and we hereby recommend that the City of Hugo approve Construction Pay
Voucher No. 11 for CB&I, LLC.
The amount indicated above reflects work certified through July 2, 2020, with a 5% retainage
applied. Please include one executed copy with the payment to CB&I, LLC and return one
executed copy to our office for our file. If you have any questions or comments regarding this
voucher, please contact me at (651) 286-8463. Thank you.
Sincerely,
WSB
Mark Erichson, PE
Sr. Project Manager
Enclosures
cc: Scott Anderson, City of Hugo
Heather Blume, CB&I, Inc.
kkp
CITY OF HUGO
14669 Fitzgerald Avenue North
Hugo, MN 55038
Project 03288-190 - Water Tower No. 4
Pay Voucher No. 11
Contractor: CB&I, LLC City Project No. NA
PO Box 84627 For Period: 6/03/2020 -07/02/2020
Dallas, TX 75284-6217
Contract Amounts
Original Contract 3,510,500.00$
Contract Changes (22,000.00)$
Revised Contract 3,488,500.00$
Work Certified to Date
Base Bid Items 2,646,718.45$
Backsheet 0
Change Order 0
Supplemental Agreement 0
Work Order 0
Material on Hand 0
Total 2,646,718.45$
Less Amount
Retained
Less Previous
Payments
Amount Paid This
Pay Voucher
Total Amount
Paid to Date
132,335.92$ 2,464,602.53$ 49,780.00$ $ 2,514,382.53
Percent retained 5%
Amount Paid This Pay Voucher $ 49,780.00
Approved By: WSB Approved By: CB&I, LLC
Project Engineer Contractor
Date Date
Approved By: City of Hugo
City of Hugo
Date
Work Certified
This Pay Voucher
Work Certified
to Date
52,400.00$ 2,646,718.45$
This is to certify that the items of work shown in this certificate of Pay Voucher have been actually furnished for the work comprising the above
mentioned projects in accordance with the plans and specifications heretofore approved.
Page 1 of 3
K:\03288-190\Admin\Construction Admin\Pay Vouchers\
03288-190 PV11 0708209 Cover
07/09/20July 9, 2020
PROJECT PAYMENT STATUS
OWNER:
CONTRACTOR: Project 03288-190 - Water Tower No. 4
CHANGE ORDERS
No. Date Amount
1 07/02/19 ($22,000.00)
Total Change Orders ($22,000.00)
PAYMENT SUMMARY
Current Total Total Amount
No. From To Payment Retainage Earned
1 12/18/19 02/15/19
2 02/16/19 04/30/19
3 05/01/19 06/01/19
4 06/01/19 07/01/19
5 07/02/19 08/23/19
6 08/24/19 09/30/19
7 09/30/19 12/19/19
8 12/20/19 02/28/20
9 02/29/20 04/14/20
10 04/15/20 06/02/20
11 06/03/20 07/02/20
Material on Hand
Original Contract $3,510,500.00
Change Orders ($22,000.00)
Total Amount Earned to Date Revised Contract Amount $3,488,500.00
CB&I, LLC
Description
Total Payment to Date
$25,115.75
$108,025.09 $5,685.53 $113,710.62
$250,163.36
$119,733.25
$97,923.04
$104,224.79
$2,594,318.45$484,331.54
$86,002.67
$129,715.92
Total Retainage to Date
$49,780.00 $132,335.92
$502,315.00
$2,646,718.45
$132,335.92
$239,544.04
$1,639,421.25
$1,720,053.45
$1,958,460.78
$2,084,495.78
$76,600.59
$226,486.96
CITY OF HUGO
$2,646,718.45
$402,779.28 $70,031.45
$2,514,382.53
$129,630.12 $12,508.17
Mega-Lug Series connections and change to shop blast and prime
$450,618.96 $48,832.54 $976,650.76
$226,852.70 $81,971.06
$1,400,628.94
Page 2 of 3
K:\03288-190\Admin\Construction Admin\Pay Vouchers\
03288-190 PV11 0708209 Summary
Pay Voucher No. 11OWNER:6/03/2020 -07/02/2020CITY OF HUGOCONTRACTOR:CB&I, LLCProject 03288-190 - Water Tower No. 4# Item UnitsContract QtyUnit PriceContract AmountQuantity This Pay VoucherAmount This Pay VoucherQuantity to DateAmount to Date1LUMP SUM BID WITH BID ALTERNATE 2 - ALTERNATE INTEGRATORLS 1 $3,248,875.00 $3,248,875.00 0.0161 52,400.00$ 0.780 2,534,268.45$ 2CIP 12" CONCRETE PILING DELIVEREDLF 5850 $40.00 $234,000.00 -$ 2340 93,600.00$ 3CIP 12" CONCRETE PILING DRIVENLF 5850 $2.50 $14,625.00 -$ 2340 5,850.00$ 4CIP 120' DEEP - 12" CONCRETE TEST PILEEACH 1 $13,000.00 $13,000.00 -$ 1 13,000.00$ TOTAL $3,510,500.00 52,400.00$ 2,646,718.45$ AMOUNT EARNED THIS VOUCHER 52,400.00$ DETAIL SHEETPage 3 of 3
CB&I LLC - Steel Plate Structures
INVOICE NO.235318-11
MAIL TO:SOLD TO:APPLICATION NO.11
WSB Engineering City of Hugo, MN INVOICE DATE 07/09/20
178 East 9th St. Suite 200 14669 Fitgerald Ave DUE DATE 08/08/20
St. Paul, MN 55101 Hugo, MN 55038 TERMS Net 30
A/P VENDOR NO.0
Attn: Greg Johnson Scott Anderson
Ph. 612-209-0140 651-762-6326 Work From Date:06/03/20
Email:gjohnson@wsbeng.com sanderson@ci.hugo.mn.us Work Thru Date:07/02/20
Hugo, MN CBI Contract No.374235318
03288-190 CBI Customer No.9334058
Project Manager Lance Jansen
DESCRIPTION Original Contract Price $3,510,500.00
1500 MG CET/ 81' x 45'HR'TWR (146.333' TCL - HOISTED)Change Order ($22,000.00)
Total Contract Price $3,488,500.00
Schedule of Values
UNITS OF
MEASURE
TOTAL
UNITS TOTAL PRICE
TOTAL UNITS
OR %
COMPLETE AMOUNT DUE
1 INSURANCE AND BONDS LS 1 $79,500.00 100%$79,500.00
2 ENGINEERING & APPROVAL LS 1 $346,500.00 95.0%$329,173.45
3 TANK MATERIAL LS 1 $502,300.00 100%$502,300.00
4 TANK FABRICATION & SHIP LS 1 $517,275.00 100%$517,275.00
5 SITE PREPARATION / MOBILIZATION OF EQUIPMENT LS 1 $20,000.00 100%$20,000.00
6 CIP 12" CONCRETE PILING DELIVERED LF 5850 $234,000.00 2340.00 $93,600.00
6.1 CIP 12" CONCRETE PILING DRIVEN LF 5850 $14,625.00 2340.00 $5,850.00
6.2 CIP 120' DEEP=12" CONCRETE TEST PILE EACH 1 $13,000.00 1.00 $13,000.00
7 DRILLED PIER INSPECTION LS 1 $20,000.00 100%$20,000.00
8 FOUNDATION CONSTRUCTION LS 1 $468,600.00 100%$468,600.00
9 SHAFT ERECTION LS 1 $420,300.00 100%$420,300.00
10 TANK ERECTION LS 1 $209,600.00 95%$199,120.00
11 TANK PAINT - GROUND LS 1 $325,000.00 0%$0.00
12 TANK HOIST / ROOF LS 1 $95,000.00 0%$0.00
13 TANK PAINT - AIR LS 1 $97,300.00 0%$0.00
14 STERILIZE AND TEST LS 1 $1,000.00 0%$0.00
15 ELECTRICAL LS 1 $125,200.00 0%$0.00
16 FINAL SITE WORK LS 1 $21,300.00 0%$0.00
CO1 Credit LS 1 ($22,000.00)100%($22,000.00)
$3,488,500.00 76%$2,646,718.45
Progress Completed to Date $2,646,718.45
Less: Retention 5%$132,335.92
Total Amount Billed to Date $2,514,382.53
Less: Amount Previously Invoiced $2,464,602.53
Current Amount Due $49,780.00
REMITTANCE / PAYMENT INFORMATION:
Regular Mail:Overnight Mail:Harris Bank EFT Instructions:
CB&I Storage Tank Solutions LLC BMO Harris Bank Account Name: CB&I Storage Tank Solutions LLC
PO Box 675084 Attn: Conduent Processing Lockbox #675084 Bank: Harris Bank
Dallas, TX 75267-5084 12720 Hillcrest Road, Suite #115 ABA No.: 071000288
Dallas, TX 75230 Swift Code: HATRUS44XXX
Location: 111 West Monroe Street. Chicago, IL 60603
Acct Number: 2073252
Questions Regarding Invoices Contact: USAinvoicing@mcdermott.com
INVOICE
Job Location:
915 N. Eldridge Parkway, Floor 13
WSB #
235318CBI #
Houston, TX 77079
CONTINUATION SHEET AIA DOCUMENT G703 PAGE 2 OF 2 PAGES
AIA Document G702, APPLICATION AND CERTIFICATE FOR PAYMENT, containing CB&I INC. - INVOICE NUMBER:235318-11
Contractor's signed Certification is attached.APPLICATION NUMBER:11
in tabulations below, amounts are stated to the nearest dollar.APPLICATION DATE:07/09/20
Use Column 1 on Contracts where variable retainage for line items may apply.WORK FROM DATE:06/03/20
WORK THRU DATE:07/02/20
A B C E F G H I J K
ITEM DESCRIPTION OF WORK TOTAL COST PER SCHEDULED WORK PREVIOUS WORK MATERIALS TOTAL TOTAL BALANCE PREVIOUS CURRENT TOTAL
NO.OUANTITY UNIT VALUE FROM %COMPLETED PRESENTLY COMPLETED TO DATE TO FINISH RETAINAGE RETAINAGE RETAINAGE
PREVIOUS (D div C)THIS PERIOD STORED AND STORED %( C - G )5%5%5%
APPLICATIONS ( NOT IN TO DATE (G div.C)
D OR E )( D + E + F )
1 INSURANCE AND BONDS 1.00 $79,500.00 $79,500.00 79,500.00 100%0.00 79,500.00 100%0.00 3,975.00 0.00 3,975.00
2 ENGINEERING & APPROVAL 1.00 $346,500.00 $346,500.00 329,173.45 95.0%0.00 329,173.45 95.0%17,326.55 16,458.67 0.00 16,458.67
3 TANK MATERIAL 1.00 $502,300.00 $502,300.00 502,300.00 100%0.00 502,300.00 100%0.00 25,115.00 0.00 25,115.00
4 TANK FABRICATION & SHIP 1.00 $517,275.00 $517,275.00 517,275.00 100%0.00 517,275.00 100%0.00 25,863.75 0.00 25,863.75
5 SITE PREPARATION / MOBILIZATION OF EQUIPMENT 1.00 $20,000.00 $20,000.00 20,000.00 100%0.00 20,000.00 100%0.00 1,000.00 0.00 1,000.00
6 CIP 12" CONCRETE PILING DELIVERED 5,850.00 $40.00 $234,000.00 93,600.00 2340.00 0.00 93,600.00 2340.00 140,400.00 4,680.00 0.00 4,680.00
6.1 CIP 12" CONCRETE PILING DRIVEN 5,850.00 $2.50 $14,625.00 5,850.00 2340.00 0.00 5,850.00 2340.00 8,775.00 292.50 0.00 292.50
6.2 CIP 120' DEEP=12" CONCRETE TEST PILE 1.00 $13,000.00 $13,000.00 13,000.00 1.00 0.00 13,000.00 1.00 0.00 650.00 0.00 650.00
7 DRILLED PIER INSPECTION 1.00 $20,000.00 $20,000.00 20,000.00 100%0.00 20,000.00 100%0.00 1,000.00 0.00 1,000.00
8 FOUNDATION CONSTRUCTION 1.00 $468,600.00 $468,600.00 468,600.00 100%0.00 468,600.00 100%0.00 23,430.00 0.00 23,430.00
9 SHAFT ERECTION 1.00 $420,300.00 $420,300.00 420,300.00 100%0.00 420,300.00 100%0.00 21,015.00 0.00 21,015.00
10 TANK ERECTION 1.00 $209,600.00 $209,600.00 146,720.00 70%52,400.00 199,120.00 95%10,480.00 7,336.00 2,620.00 9,956.00
11 TANK PAINT - GROUND 1.00 $325,000.00 $325,000.00 0.00 0%0.00 0.00 0%325,000.00 0.00 0.00 0.00
12 TANK HOIST / ROOF 1.00 $95,000.00 $95,000.00 0.00 0%0.00 0.00 0%95,000.00 0.00 0.00 0.00
13 TANK PAINT - AIR 1.00 $97,300.00 $97,300.00 0.00 0%0.00 0.00 0%97,300.00 0.00 0.00 0.00
14 STERILIZE AND TEST 1.00 $1,000.00 $1,000.00 0.00 0%0.00 0.00 0%1,000.00 0.00 0.00 0.00
15 ELECTRICAL 1.00 $125,200.00 $125,200.00 0.00 0%0.00 0.00 0%125,200.00 0.00 0.00 0.00
16 FINAL SITE WORK 1.00 $21,300.00 $21,300.00 0.00 0%0.00 0.00 0%21,300.00 0.00 0.00 0.00
CO1 Credit 1.00 -$22,000.00 -$22,000.00 (22,000.00)100%0.00 (22,000.00)100%0.00 (1,100.00)0.00 (1,100.00)
3,488,500.00 2,594,318.45 74%52,400.00 0.00 2,646,718.45 75.87%841,781.55 129,715.92 2,620.00 132,335.92
AIA DOCUMENT G703 - APPLICATION AND CERTIFICATE FOR PAYMENT - MAY 1983 - AIA*-1992
THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 G703-1992
D
K:\013127-000\Admin\Construction Admin\Pay Vouchers\013127-000 PV3 LTR to City.docx 178 E 9TH STREET | SUITE 200 | SAINT PAUL, MN | 55101 | 651.286.8450 | WSBENG.COM July 6, 2020
Mr. Bryan Bear
City of Hugo
14669 Fitzgerald Avenue North
Hugo, MN 55038
Re: Water’s Edge Stormwater Reuse – Phase 2
City of Hugo, MN
WSB Project No. R-013127-000
Dear Mr. Bear:
Please find enclosed Construction Pay Voucher No. 3 for the above referenced project in the
amount of $196,332.47. The quantities completed to date have been reviewed and agreed upon
by the contractor, and we hereby recommend that the City of Hugo approve Construction Pay
Voucher No. 3 for Peterson Companies, Inc.
The amount indicated above reflects work certified to date through June 30, 2020, with a 5%
retainage applied. Please include one executed copy of the pay voucher with the payment to
Peterson Companies, Inc. and return one executed copy to our office for our file. If you have any
questions or comments regarding this voucher, please contact me at 651.286.8463.
Sincerely,
WSB
Mark Erichson, PE
Sr. Project Manager
Attachments
cc: Ray Theiler, WSB
kkp
14669 Fitzgerald Avenue North, Hugo, MN 55038 • (651) 762-6300 • www.ci.hugo.mn.us
TO: Honorable Mayor Tom Weidt and Members of the City Council
FROM: Ron Otkin, Finance Director
SUBJECT: Resolution Decertifying Tax Increment District No. 1-2
DATE: For the City Council Meeting of July 20, 2020
DESIRED COUNCIL ACTION
Adoption of Resolution Terminating TIF District No. 1-2 and Directing County Auditor to Decertify the District
HISTORY
On April 16, 2007, the City Council adopted a resolution establishing a redevelopment tax increment district for the
downtown area and approved a tax increment financing plan. Washington County certified the district on November
24, 2010. Shortly after the district was created the “Great Recession” began and real estate values declined. As a
result, this district has not receive any increment from its creation through calendar year 2019.
As per state statutes, if no activity takes place in the first five years of a redevelopment district (the Five-Year Rule) and
there is no outstanding debt, then the district must be decertified. However, due to the recession, the legislature
extended the Five-Year Rule to an eight-year period, which ended in 2018 for this district.
Pursuant to Minn. Stat. Section 469.1763, subd. 4, the district must be decertified as there is no outstanding debt or
contractual obligations that are paid with tax increment.
Staff has prepared the attached resolution to terminate Tax Increment District No. 1-2 effective December 31, 2020,
and direct the county to decertify it.
RECOMMENDATION
Staff is recommending the City Council approve a Resolution Terminating TIF District No. 1-2 and Directing County
Auditor to Decertify the District Effective December 31, 2020.
ATTACHMENTS
Resolution
RESOLUTION NO. 2020-
RESOLUTION RELATING TO THE TERMINATION OF TAX
INCREMENT DISTRICT NO. 1-2 AND DIRECTING
DECERTIFICATION THEREOF BY THE COUNTY AUDITOR
WHEREAS, by adoption of a resolution on April 16, 2007, the City of Hugo, Minnesota
(the “City”) has heretofore created Tax Increment Financing (Redevelopment) District No. 1-2
(the “District”), and has approved a Tax Increment Financing Plan (the “TIF Plan”), for the
district; and
WHEREAS, the County Auditor of Washington County has certified the original net tax
capacity and the original local tax rate of the District pursuant to the provisions of Minnesota
Statutes, Section 469.177; and
WHEREAS, this district must be decertified as there is no outstanding debt that meets the
five-year rule pursuant to Minn. Stat. Section 469.1763, subd. 4 and the City has determined that
it is in the best interests of the City to terminate and decertify the District.
NOW, THEREFORE, BE IT RESOLVED by the City of Hugo, Minnesota that:
(1) Tax Increment Financing District No. 1-2 is hereby terminated as of December 31,
2020.
(2) The Clerk shall provide a certified copy of this resolution to the County Auditor of
Washington County so that the District may be decertified on the books and records
of the County Auditor with no further tax increment from the District being remitted
to the City.
ADOPTED by the City Council of the City of Hugo, Minnesota this 20th day of July, 2020.
APPROVED:
__________________________
Tom Weidt, Mayor
ATTEST:
________________________
Michele Lindau, City Clerk
K:\016030-000\Admin\Docs\016030_2020-0710_Master Plan Summary.docx 701 XENIA AVENUE S | SUITE 300 | MINNEAPOLIS, MN | 55416 | 763.541.4800 | WSBENG.COM Memorandum
To: City of Hugo
From: Candace Amberg, WSB
Date: July 10, 2020
Re: Lions Park Master Plan
WSB Project No. 016030-000
Lions Park Master Plan
The 2020 Lions Park Master Plan reflects updates to the previous master plan according to
current needs and desires for a potential phase one implementation project. The master plan was
presented at the joint City of Hugo City Council and Parks Commission on June 29th for review
and comment for modifications to finalize the Lions Park Feasibility Study with corresponding cost
estimate.
The 2020 Master Plan is summarized as follows:
Vehicular Circulation:
• The City Hall parking lot contains 6 ADA stalls along the front of the building with the
remainder of the parking lot to contain approximately 58 parking stalls. The parking lot is
configured so that Fitzgerald Ave acts as an entrance drive to the parking lot but the use
of the center island does not allow straight through traffic into the parking lot in order to
slow traffic.
• Fitzgerald Ave north of the City Hall parking lot is shown widened to a 32’ wide urban
road with parallel parking along Lions Park containing approximately 9 stalls. The parallel
parking stalls are optimal locations for setting up food trucks or other vendors to b e used
in conjunction with park lawn activities. These can also serve as a primary entrance into
the park space for vehicles for select activities/events.
• Upper 146th is shown with a total of approximately 48 to 50 pull-in parking stalls along
Lions Park.
• Finale Ave is shown as a 28’ wide urban road with approximately 16 parallel parking
stalls along Lions Park.
• 147th St is shown as a 26’ wide urban road with no parking on the roadway.
• The City of Hugo intends to conduct additional street feasibility design studies to
determine final road improvements, design and impacts along with overall stormwater
strategy and design.
• A parking lot (possibly a future phase) is shown in the northwest corner of the park with
approximately 60-67 parking stalls. An area is identified for a rain garden, though a future
stormwater design will be conducted with the road feasibility study.
Page 2
K:\016030-000\Admin\Docs\016030_2020-0710_Master Plan Summary.docx
Pedestrian Circulation:
• A 10’ wide trail is shown on the north side of 147th St with two trail options for pedestrian
circulation to connect to the Hardwood Creek Regional Trail.
o One option extends the trail on the north side of 147th St all the way to County
Road 61 to align with the 147th St trail east of County Road 61.
o An alternate option would divert pedestrians to cross over 147th St at the
intersection of 147th and Finale at a crosswalk and then extend east through
Lions Park along 147th, route south along Fitzgerald and connect to the HCRT by
City Hall. While this trail option skirts the park perimeter, it has the potential for
some conflict points with park and city hall users.
• Pedestrian walks/trails extend along the entire perimeter of Lions park to provide access
from parking areas to destination points within the park and creates a large loop.
• An internal park trail loop extends around the open lawn area and provides access to the
various destination points within the park.
• Trails are shown to be 10’ wide and bituminous. Some routes may be concrete in which
case they may be constructed at an 8’ width.
• Entry plaza spaces are created along all four corners of the park to provide a visual cue
and inviting appeal to the park.
Lawn Space / Open Fields:
• A long central open lawn space can accommodate large events, such as Good Neighbor
Days, or it can accommodate several smaller events at once.
• Open skating (if desired) can be located in close relation to one of the fire pit locations.
• There are two locations shown for the inclusion of a backstop for informal ballfield use. At
this time, the ballfield does not include an agg-lime infield. This can be further developed
to include a T-ball infield or it can remain as simple as a backstop with turf lawn space.
o The open field on the west end of the park is in close relation to the playground
for optimal viewing for parents who may have kids utilizing the field and
playground at the same time, but additional safety measures may be needed to
protect the playground from foul balls.
o The open field on the east end has more dedicated lawn space and is situated to
cause fewer conflicts with other park uses, but lacks good visibility to the
playground.
• A smaller open lawn space is located on the east side of the main park pavilion and is
meant to be open seating for the performance stage area. It can also be used for
memorial gatherings in alignment with the future memorial, open picnic space related to
the main pavilion, an open skating area (if desired), and can be secured with temporary
fence for some park events.
Recreational Amenities:
• Skate Park: The skate park is shown being relocated along Fitzgerald Ave by the City
Hall parking lot.
• Memorial: A future memorial is shown in alignment with the main walkway to City Hall
and can utilize the open lawn area for memorial events.
• Main Pavilion: The pavilion is intended to be further design development with an architect
to determine final programming and space requirements but for the purpose of the
Page 3
K:\016030-000\Admin\Docs\016030_2020-0710_Master Plan Summary.docx
master plan is identified as a multi-purpose building with restrooms, storage space, open
air picnic shelter space, a potential internal meeting / activity room, potential vending area
or small kitchen, and has an exterior space to act as a performance stage that is aligned
with the memorial and City Hall axis. There are external plaza spaces on either side of
the building for outdoor seating and gathering. Additional storage is available with a shed
along the NW parking lot.
• Fire Pit: There are two locations shown for a community fire pit, and potentially both
locations could be developed.
o The larger community fire pit overlooks the main lawn space and has retaining
walls that act as seating while creating wooded islands on either side.
o The smaller fire pit is located on the east end of the pavilion and overlooks the
smaller open lawn space.
• Inclusive Playground: The playground has several pods to allow for a larger space
dedicated to a destination playground that is inclusive for varying abilities, challenge
levels and sensory stimulation. A central plaza space with seating and shade is located
within the playground and ornamental fencing is placed along the exterior perimeter for
safety enhancements.
• Community Sports Pad: The sports pad is a possible future element, depending on
budgetary constraints and recreational needs, and is a placeholder in the current plan.
The space is large enough to develop a double tennis court which is also large enough to
consider pickleball, basketball or other court combinations.
• Splash Pad / Interactive Fountain: While the previous master plan indicated space for a
splash pad, the current plan has eliminated this as an option due to high costs and
current water use goals, but has considered the potential for a future interactive fountain
in the seating plaza space on the west side of the main pavilion if needs dictate.
K:\016030-000\Graphics\Master Plan\016030 Master PlanScale in Feet
80’0’40’20’10’
Hugo, Minnesota
July 10, 2020 | WSB Project number: 016030-000
Lions Park | 2020 Master Plan
PAVILION
23 PARKING STALLS
147TH ST N
FITZGERALD AVE. UPPER 146TH ST. FINALE AVE. N.FINALE
AVE
.
N
.
INCLUSIVE
PLAYGROUND
PODS
FUTURE
MEMORIAL
PLAZA AND SEATING
STORAGE
BUILDING
RELOCATED
SKATE PARKFIRE PIT LOCATION
OPTIONS
MAIN
PAVILION
FUTURE
COMMUNITY
SPORTS PAD
OPEN FIELD
OPEN FIELD
OPEN LAWN
OPTIONAL TRAIL CONNECTION
TO CO RD 61 / HCRT
OUTDOOR PLAZA
OPEN LAWN
PHOTO EXAMPLES
PERFORMANCE
STAGE
SPORTS COURT
PLAY FEATURES
LAWN EVENTS / STAGE
COMMUNITY FIRE PIT
MEMORIAL
27 PARKING STALLS
58 PARKING STALLS9 PARKING STALLS
7 PARKING STALLS
67 PARKING STALLS
9 PARKING STALLS
6 ADA PARKING STALLS
Lions Park Feasibility
City of Hugo, Minnesota
June 15, 2020 | WSB# 016030-000
No.Item Description Est. Qty.Unit Low
Unit Price Low Total High
Unit Price High Total
General Park Construction
1 Earthwork 1 LS $200,000 $200,000 $300,000 $300,000
2 Removals: pavements 9,000 SY $3 $27,000 $5 $45,000
3 Removals: building demo (assumes no hazardous materials)1 LS $30,000 $30,000 $40,000 $40,000
4 Removals: tree clearing & grubbing 1 LS $5,000 $5,000 $10,000 $10,000
5 Removals: playground, misc amenities 1 LS $20,000 $20,000 $40,000 $40,000
6 Erosion Control: silt/construction fence 2,500 LF $3 $7,500 $4 $10,000
7 Erosion Control: construction entrance/exit 2 EA $2,000 $4,000 $3,000 $6,000
SUBTOTAL:$293,500 $451,000
Utilities
8 Electrical Service (budget)1 LS $25,000 $25,000 $50,000 $50,000
9 Park Trail Perimeter Lights (estimated at 100' o.c.)25 EA $5,000 $125,000 $7,000 $175,000
10 Water Service (estimated budget)1 LS $10,000 $10,000 $15,000 $15,000
11 Sanitary (estimated budget)1 LS $10,000 $10,000 $20,000 $20,000
SUBTOTAL:$170,000 $260,000
City Hall Parking Lot & Plaza
12 Bituminous Pavement 3,000 SY $28 $84,000 $40 $120,000
13 Curb & Gutter 1,500 LF $20 $30,000 $25 $37,500
14 Striping 1 LS $2,500 $2,500 $3,500 $3,500
15 Stormwater Pipe (estimated)700 LF $45 $31,500 $65 $45,500
16 Catch Basins (estimated)7 EA $2,500 $17,500 $3,500 $24,500
17 Concrete Plaza & Walks 5,000 SF $10 $50,000 $20 $100,000
18 Lights (estimated)10 EA $5,000 $50,000 $7,000 $70,000
19 Landscaping (budget)1 LS $20,000 $20,000 $30,000 $30,000
20 Benches 4 EA $2,500 $10,000 $3,000 $12,000
SUBTOTAL:$295,500 $443,000
MultiPurpose Building
21 Building (budget; 3500-4500 sf)1 LS $1,500,000 $1,500,000 $2,500,000 $2,500,000
22 Concrete plaza 10,000 SF $10 $100,000 $20 $200,000
23 Stage Area / Risers 1,000 SF $25 $25,000 $35 $35,000
24 Fire Pit (small to large; wood to gas)1 LS $30,000 $30,000 $75,000 $75,000
SUBTOTAL:$1,655,000 $2,810,000
Inclusive Playground
25 Inclusive Playground Equipment (budget)1 LS $250,000 $250,000 $500,000 $500,000
26 Playground Surfacing 10,000 SF $25 $250,000 $35 $350,000
27 Playground Curb 1,000 LF $25 $25,000 $35 $35,000
28 Concrete Walks/Plaza 8,000 SF $10 $80,000 $20 $160,000
29 Benches / Tables 14 EA $2,500 $35,000 $3,000 $42,000
30 Trash & Recycling Receptacles 6 EA $1,500 $9,000 $2,000 $12,000
31 Shade / Umbrella Structures 10 EA $8,000 $80,000 $10,000 $100,000
32 Ornamental Fencing 515 LF $150 $77,250 $250 $128,750
SUBTOTAL:$806,250 $1,327,750
Misc. Park Improvements
33 Bituminous Trails: 10' wide 5,000 LF $28 $140,000 $40 $200,000
34 Concrete Corner Plaza's / Misc. Pads 2,500 SF $10 $25,000 $20 $50,000
35 Ballfield Backstop (no agg-lime)1 LS $15,000 $15,000 $25,000 $25,000
ESTIMATE OF PROBABLE COSTS - LIONS PHASE ONE
K:\016030-000\Quantity\Preliminary\016030_Feasibility Est_2020-0710 Page 1 of 3
36 New Skate Park Pad (equipment not included)6,000 SF $15 $90,000 $25 $150,000
37 Skate Park Fencing (chainlink to ornamental)316 LF $50 $15,800 $150 $47,400
38 Park Monument Signs 2 EA $25,000 $50,000 $50,000 $100,000
39 Trail Kiosk 1 EA $15,000 $15,000 $25,000 $25,000
40 Bike Rack 2 EA $1,500 $3,000 $2,000 $4,000
41 Drinking Fountain 2 EA $7,000 $14,000 $8,000 $16,000
42 Benches 10 EA $2,500 $25,000 $3,000 $30,000
43 Trash & Recycling Receptacles 4 EA $1,500 $6,000 $2,000 $8,000
44 Maintenance Shed (budget)1 LS $25,000 $25,000 $50,000 $50,000
SUBTOTAL:$423,800 $705,400
Landscape Improvements
45 Restoration (seed w/hydromulch)6 Acre $6,000 $36,000 $8,000 $48,000
46 Landscaping (budget: trees, shrubs, perennials)1 LS $75,000 $75,000 $100,000 $100,000
47 Irrigation 1 LS $75,000 $75,000 $150,000 $150,000
SUBTOTAL:$186,000 $298,000
$3,830,050 $6,295,150
$574,508 $944,273
$766,010 $1,259,030
$5,170,568 $8,498,453
No.Item Description Est. Qty.Unit Low
Unit Price Low Total High
Unit Price High Total
A Sports Court & Lawn Games
A1 Court Pavement w/color coat (12"sand; 8" CL5; 3.5" bit)1,600 SY $45 $72,000 $55 $88,000
A2 Fencing 480 LF $50 $24,000 $75 $36,000
A3 Nets 6 EA $2,500 $15,000 $3,500 $21,000
A4 Underdrainage 2,000 LF $20 $40,000 $30 $60,000
A5 Concrete Pavement 300 SF $10 $3,000 $20 $6,000
A6 Benches, Amenities 4 EA $2,500 $10,000 $3,000 $12,000
A7 Lawn Games (Bocce Ball / Horseshoes/Cornhole)1 LS $15,000 $15,000 $30,000 $30,000
SUBTOTAL:$179,000 $253,000
B Fitzgerald Avenue Parking*
B1 Earthwork 1 LS $10,000 $10,000 $15,000 $15,000
B2 Bituminous Pavement 225 SY $28 $6,300 $40 $9,000
B3 Curb & Gutter 230 LF $20 $4,600 $25 $5,750
B4 Striping & Signage 1 LS $1,000 $1,000 $1,500 $1,500
SUBTOTAL:$21,900 $31,250
C NW Parking Lot
C1 Earthwork 1 LS $20,000 $20,000 $30,000 $30,000
C2 Bituminous Pavement 2,700 SY $28 $75,600 $40 $108,000
C3 Concrete Pavement 1,500 SF $10 $15,000 $20 $30,000
C4 Curb & Gutter 1,100 LF $20 $22,000 $25 $27,500
C5 Striping & Signage 1 LS $2,500 $2,500 $3,500 $3,500
C6 Pretreatment Basin (eng soil, plants, draintile, outlet)7,000 SF $3 $21,000 $5 $35,000
C7 Stormwater Pipe (estimated)750 LF $45 $33,750 $65 $48,750
C8 Catch Basins (estimated)7 EA $2,500 $17,500 $3,500 $24,500
C9 Lights 10 EA $5,000 $50,000 $7,000 $70,000
SUBTOTAL:$101,250 $377,250
D Finale Parallel Parking*
D1 Earthwork 1 LS $15,000 $15,000 $20,000 $20,000
D2 Bituminous Pavement 500 SY $28 $14,000 $40 $20,000
D3 Curb & Gutter 420 LF $20 $8,400 $25 $10,500
D4 Striping & Signage 1 LS $1,500 $1,500 $2,000 $2,000
SUBTOTAL:$38,900 $52,500
ESTIMATE OF PROBABLE COSTS - LIONS FUTURE & ALTERNATE WORK
Recommended Contingency (15%)
Estimated Professional Design, Engineering & Permit Fees (20%)
ESTIMATED PROJECT TOTAL:
ESTIMATE SUBTOTAL:
K:\016030-000\Quantity\Preliminary\016030_Feasibility Est_2020-0710 Page 2 of 3
E 146th Parking*
E1 Earthwork 1 LS $20,000 $20,000 $30,000 $30,000
E2 Bituminous Pavement 1,100 SY $28 $30,800 $40 $44,000
E3 Curb & Gutter 550 LF $20 $11,000 $25 $13,750
E4 Striping & Signage 1 LS $2,000 $2,000 $3,000 $3,000
SUBTOTAL:$63,800 $90,750
F Memorial Area
F1 Concrete Pavement 4,000 SF $10 $40,000 $20 $80,000
F2 Flagpoles 5 EA $8,000 $40,000 $10,000 $50,000
F3 Memorials (budget)1 LS $50,000 $50,000 $150,000 $150,000
F4 Benches 3 EA $2,500 $7,500 $3,000 $9,000
F5 Landscaping (budget)1 LS $5,000 $5,000 $10,000 $10,000
SUBTOTAL:$142,500 $299,000
$547,350 $1,103,750
$82,103 $165,563
$109,470 $220,750
$738,923 $1,490,063
*Stormwater work is assumed to be under the costs for street construction and is therefore not included in this estimate
ESTIMATE SUBTOTAL:
Recommended Contingency (15%)
ESTIMATED PROJECT TOTAL:
Estimated Professional Design, Engineering & Permit Fees (20%)
K:\016030-000\Quantity\Preliminary\016030_Feasibility Est_2020-0710 Page 3 of 3
Agenda Number ____
CITY OF HUGO COMMUNITY
DEVELOPMENT DEPARTMENT
PLANNING AND ZONING
APPLICATION STAFF REPORT
TO: Bryan Bear, City Administrator
FROM: Kendra Lindahl, Landform through Rachel Juba, Community
Development Director
SUBJECT: Hugo Garden Apartments, LLC. Request for a PUD Amendment and
Preliminary Plat for “Hugo Garden Apartments” (PID 20-031-21-23-0058)
(City File No. 20-009 and 20-010)
DATE: July 15, 2020 for the City Council Meeting of July 20, 2020
REVIEW DEADLINE: August 19, 2020
1. DESCRIPTION OF REQUEST:
The applicant is requesting approval of a PUD amendment and Preliminary Plat to allow
construction of 84 apartment units in seven buildings. Outlot B will be platted as a single
lot to accommodate the new apartments.
2. PLANNING COMMISSION REVIEW:
The Planning Commission held a public hearing at their May 14, 2020 meeting. Other
than the applicant, there was no one present to speak on this item. There was one email
submitted with concerns about traffic and the impact on the existing neighborhood.
The Planning Commission voted 6-0 to recommend approval of the request.
3. CONTEXT:
A. Surrounding Land Use and Zoning
The property is part of the LaValle Fields PUD.
The property to the south is guided Medium Density Residential (MD), zoned PUD and
developed as Keystone Place at LaValle Fields senior housing. The property to the east
is guided MD and Mixed Use (MX), zoned Central Residential (CR-3) and developed
with single family homes and Lions Park. The property to the north, across 147th Street,
is guided MD, zoned CR-3 and developed with St. John’s Cemetery and vacant City-
owned land. The property to the west is guided MD, zoned CR-3 and platted as Outlot
C, LaValle Fields First Addition.
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B. Existing Site Characteristics
The site is generally flat and buildable on the east portion of the site with wetlands and
floodplain on the west side of the site.
C. Background
In 2014, the City approved a preliminary plat and planned unit development for “LaValle
Fields” on 39.56 acres. The preliminary plat included one lot for the senior housing
facility and four outlots: Outlot A was dedicated as public park, Outlot B and C were
planned for future development and Outlot D was planned for stormwater management.
The current project includes development of Outlot B and construction of stormwater
ponding on Outlot D.
4. ANALYSIS:
A. Level of City Discretion in Decision-Making
The City has a relatively high level of discretion in approving PUD amendments. A PUD
must be consistent with the City’s Comprehensive Plan. The City may impose reasonable
requirements in a PUD not otherwise required if the City deems it necessary to promote
the general health, safety and welfare of the community and surrounding area.
The City’s discretion in approving or denying a preliminary plat is limited to whether or not
the proposed plat meets the standards outlined in the Comprehensive Land Use
Regulations. If it meets these standards, the City must approve the preliminary plat.
B. Consistency with Ordinance Standards
2014 PUD General Plan
The 2014 PUD General Plan included the existing senior housing facility and
reconstruction of Finale Avenue from 145th Street to 146th Street in Phase I. Phase II of
the project showed construction of three apartment buildings with a total of 165 units on
this site and the construction of Finale Avenue from 146th Street to 147th Street. Phase II
also included construction of 147th Street to Oneka Parkway.
PUD Amendment
The PUD Amendment proposes 84 apartment units in seven buildings instead of the 165
approved units in three buildings. The building has a mix of one, two and three bedroom
units for rent. The original PUD allowed an increase in the maximum density from 6 units
per acre to 18 units per acre for the overall PUD. Outlot B is 17.61 gross acres (7.88 net
acres), which means the proposal has a net density of 10.66 units per acre, which is
within the allowable density for the PUD. The developer should provide a construction
phasing plan for City review.
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Lot Standards
LaValle Fields PUD established development standards for this site. The developer is
requesting flexibility from some of those standards:
Staff supports the change to building and parking setbacks requested along the public
street with the creation of the street edge through landscaping as envisioned in the City
Downtown Plan and Design Guidelines.
Building Architecture
All apartments are required to comply with the City of Hugo Multi-Family Development
Design Guidelines adopted December 19, 2005. The general intent of the design
guidelines is to improve the overall quality of development and to avoid monotony in new
developments.
The applicant has provided architectural elevations of all buildings and an electronic
material sample board to show the type, color, and materials used in all proposed
external surfaces. As proposed, the development generally meets the design guidelines:
• Building Mass: Units should be articulated to break up the building mass.
Rooflines and building faces should be broken up at least every 50 feet.
The buildings are well-designed with good articulation to the building face to provide
interest and variety. The roofline is broken up by dormers.
Approved PUD
Standards Proposed Compliance
Minimum building
setback from street
right-of-way 30 feet 10 feet No
Minimum building
setback from exterior
property lines 30 feet n/a Yes
Minimum building
setback from interior
property lines 10 feet
10 feet side
25 feet rear Yes
Maximum building
height 50 feet 29 +/- feet Yes
Minimum front
parking setback 10 feet 10 feet Yes
Minimum side/rear
parking setback 5 feet 5 feet Yes
Maximum lot area to
be covered by
buildings 30% 20.6% Yes
Maximum lot area to
be covered by
impervious surface 50% 49.8% Yes
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• Monotony: to the extent possible, developments should limit the number of units
that are adjacent to each other with the same color, materials or design.
The developer is showing all seven buildings with the same exterior. The materials
are a mixed of lap and board and batten fiber cement siding in white and grey with
grey stone and white flat panel concrete accents. Staff encourages the applicant to
expand the palette and provide additional colors to for variety to eliminate monotony
within the project.
• Four-sided design: Buildings are required to be designed in a manner where they
look like the same building on all sides.
The applicant is proposing a building that has been designed in a manner so that all
sides of the building look generally the same. There are no unfinished sides. Each
elevation contains doors, windows, and gables. Additionally, material treatments are
applied to all four sides equally.
• Building materials and design: Buildings are required to be constructed of high-
quality materials and a variation of building materials and accent materials are to
be used. The design guidelines require at least 25% of the building to be higher
quality materials (other than lap siding).
The plan shows 28-29.7% stone on the front and rear elevations and 21.6% stone on
the garage elevations. This complies with intent of the guidelines. The plans do not
show downspouts or gutters. These must be designed integral to the building and
must be submitted for review and approval by staff.
Final color palettes and physical material samples shall be provided to the City prior to
final approval.
The Downtown Plan & Design Guidelines were adopted in 2007 and provide additional
standards for development on this site. The standards are intended to create a
pedestrian friendly neighborhood and preserve the community character while allowing
high quality urban development. The developer worked with staff to try to orient the
buildings to Finale Avenue where possible and has incorporated building articulation with
2nd story balconies to create interest along the street as envisioned by the plan.
Garage dominated buildings are discouraged in this district and the developer has
oriented the buildings along the street so that the garages on are on the sides (not the
front of the buildings). The garage impact is further minimized by the use of decorative
garage doors that are designed as part of the building architecture.
One of the requirements is regularly placed street trees and streetlights to create an
urban edge. The landscape plan should be redesigned to better define this street edge,
which could be accommodated by regularly spaced street trees, decorative iron fencing
or other landscape elements.
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Lighting
The ordinance requires lighting to consist of cut-off fixtures and for light cast on adjacent
property and roads not to exceed ½ foot candle measured at the property line or 1-foot
candle measured at the street’s centerline.
.
The maximum height of parking lot lighting adjacent to or within residential areas shall
be 20 feet.
The light fixtures submitted appear to comply with height and cutoff fixture standards,
however, the lighting plan does not match the revised site plan and must be revised and
resubmitted for City review.
Signage
No signage is proposed at this time. If signage is desired for the development, the
applicant must apply for a sign permit with details ensuring compliance with ordinance
requirements.
Parking
The City Code requires two spaces per unit plus one stall per five units. The site plan
shows single stall garages for each unit. The applicant has indicated that one parking
stall per unit would be provided in the garage and a second in the driveway. Driveways
are required to be a minimum of 22 feet long and must be dimensioned on the plans.
There are some areas on the north where driveways are located very close to the end of
private drives with a tall retaining wall. The developer must provide structural fencing or
bollards to ensure that that vehicles do not back over the wall.
Additionally, 29 guest parking stalls are provided where 17 are required. This meets the
ordinance requirements for number of units. However, the guest stalls are located in the
west and south portion of the site. Staff encourages the applicant to evaluate the
potential for locating some guest stalls closer to the two buildings on the north portion of
the site.
On street parking will be included on Finale Avenue. This intended primarily for park
users but will also be available for use by apartment guests and will provide an option
closer to the northern buildings than the current location of the guest parking on site.
No parking will be allowed on the private drives and the apartment contracts should
include language to this effect. As noted in the Multi-Family Development Design
Guidelines, garages should remain open for vehicle parking and the contracts should
address that as well.
That applicant shall ensure guest parking stalls comply with the Americans with
Disabilities Act.
The plans note that snow removal shall occur on site. The plans shall be revised to
identify snow storage areas.
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Landscaping
Section 90-272 of the Hugo City code requires that all for apartment construction, all
areas not covered by building, parking, driveways, or impervious storage areas shall
be landscaped and maintained in accordance with Section 90-181. Section 90-181
outlines those landscaping requirements. The development is also required to expend
on landscaping an amount not less than one percent of the cost of improvements
made as part of a development.
The cost of landscaping for the apartment complex must be included in the
development agreement. The developer must provide a copy of the landscaping cost
estimate to city staff.
The developer provided a landscape plan to show compliance with city code. The table
below shows the ordinance requirements and the proposed landscaping:
*One ornamental tree for every 1,000 square feet of building or one ornamental tree for every 100 feet of
site perimeter, whichever is greater and One ornamental shrub for every 200 square feet of building or one
shrub for every 30 feet of site perimeter, whichever is greater.
** There are 61 overstory trees more than required, which is the equivalent of 183 understory trees. Staff
finds that the mix of overstory and ornamental trees meets the intent of the Code.
The landscape plan must be revised to meet minimum planting requirements, by
providing the additional shrubs. One area for the developer to consider adding the
additional shrubs in between the private driveways where sod is currently proposed.
Although these areas are proposed to be irrigated, historically, sod is difficult to
maintain in those areas and a planting plan that includes shrubs may be a good
alternative. Staff and the developer should work together to develop a final landscape
plan that meets the intent of the ordinance.
The final landscape plan should also be reviewed against the grading and utility plans
to eliminate conflicts.
Remaining non-impervious portions of the site will be sodded, excluding the pond area
which will be seeded as required. The applicant intends to install irrigation on the site.
The applicant is required to submit an irrigation plan as part of the landscape plan
package as a condition of approval.
Number of Trees
Required
Number of Trees
Proposed
Compliance
Overstory
Deciduous
84 110 Yes
Coniferous 84 119 Yes
Ornamental*
Tree
131 28 No**
Shrub* 656 292 No
Perennials NA 581 Yes
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Mechanical Equipment Screening
All ground-level mechanical units shall be low profile and located to the side or rear of
the building and shall be screened from view of adjacent properties. The applicant shall
provide additional information to show how this condition will be met.
Trash/Recycling
The applicant indicates that each unit will have their own trash/recycling containers and
will be managed by the apartment manager.
Wetlands
The wetlands on site were delineated when the property was platted. There are no
direct wetland impacts proposed. However, the construction limits are shown at the
edge of the wetland where retaining walls are proposed. The developer will need to
work closely with City staff to design the retaining wall construction plan to ensure no
impact.
Grading/Drainage
The applicant is proposing to use stormwater management ponds to meet stormwater
requirements. The plan includes new ponds on the west side of Outlot B and on Outlot
D, LaValle Fields First Addition. The City engineer will continue to work with the
applicant to ensure that rate and volume control rates are being met. It appears that the
pond is being sized in order to provide stormwater management for the development,
Finale Avenue, and a small portion of Lions Park, however a breakdown of impervious
area will be needed to confirm.
The City is currently planning a water reuse system that would take stormwater from the
pond located in the northwest quadrant of Oneka Parkway and CSAH 8. This project is
proposed to irrigate the CSAH 8 median and boulevard areas, Lions Park, City Hall,
Finale Boulevards (new segment) and 147th Boulevards (new segment). To fulfill
infiltration requirements, Hugo Gardens is proposing to participate in the costs
associated with the water reuse project. Since this water reuse system will not be in
place at the time of project approvals, use of the credits generated from previous water
reuse projects could be used for this project. The Comprehensive Stormwater
Management Plan is currently being finalized and will be brought forward to the City
Council and Rice Creek Watershed District for approval.
The developer shall evaluate the feasibility of a stormwater reuse project for the
development. If a stormwater reuse project is feasible, as evaluated by the City, it shall
be constructed. This may include the connection to another stormwater reuse system.
As part of the final plat application, the developer and the City shall agree on a cost
share for stormwater management and stormwater reuse.
The applicant is proposing to vacate the existing drainage and utility easement in the
west portion of the lot and provide new easements with the final plat. The existing
easement is for a stormwater pipe from the senior housing site that applicant will
relocate. The easement vacation application must be filed with the final plat application.
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Utilities
The site is served by municipal sanitary sewer and water. Sanitary sewer is available at
the intersection of Finale Avenue and 146th Street and will be extended along the
proposed Finale Avenue alignment to serve the site. Water is currently located on the
southern portion of Finale Avenue and will be extended north along the proposed Finale
Avenue and connect to the existing watermain near the well house.
Access
The applicant is showing a 28-foot wide private drive serving the site (with 24-foot wide
driveways to access the units). There are three curb cuts on to Finale Avenue and staff
is generally supportive of the locations. However, the main access at Upper 146th
should be redesigned to flatten the street alignment at this entrance to better align with
the existing street.
No parking is allowed on private drives. The drives must comply with the City’s private
drive standards, which may include signage to distinguish the private drive from the
public streets.
The plans must comply with fire department access and turn around requirements. A fire
turning radius was provided but must be updated to show compliance in the southeast
portion of the site.
The Multi-Family Development Design Guidelines notes that streets should provide for
continuous circulation routes and dead end drives are discouraged. However, the odd
shape of this site makes it difficult to comply and staff is generally supportive of the
layout.
The applicant is proposing an emergency vehicle access on the south to the senior
housing driveway. This would address the emergency vehicle access but it remains
unclear how a garbage truck would access the southeast buildings or the far west
buildings as there are no turnarounds provided.
The applicant must provide proof of the senior housing property owner’s willingness to
provide the easement for emergency vehicle access and a formal easement agreement
would be required with the final plat application.
Street Improvements
As part of the LaValle Fields First Addition plat, the approval conditions required public
street improvements to be completed in two phases.
This is Phase II and with this phase, the PUD required:
a. entire length of 147' Street to Oneka Parkway shall be constructed with the first
layer of bituminous prior to issuance of a Certificate of Occupancy for the 1st
building. The developer shall be responsible for 65% of the total project costs,
subject to City Council review and approval at the time of site plan approval.
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b. The entire length of the Finale Avenue realignment through the project shall be
constructed with the first layer of bituminous prior to the issuance of a Certificate
of Occupancy for the 1st building.
The plans do show construction of Finale Avenue as part of the developer’s plan set, but
do not show construction of 147th Street. The plans must be revised to show Finale
Avenue as a 32-foot wide street, which will accommodate parking on the east side of the
street.. This parking would serve Lion’s Park and could provide additional guest parking
for the apartments on the northeast part of the site where no conveniently located guest
parking is currently shown. The timing and responsibility for construction must be
determined prior to submittal of the final plat application.
The plans should also be revised to show the 8-foot wide trail planned for the east side
of Finale. The trail may be located wholly or partially outside of the right-of-way on the
park property but details must be finalized between the City and the developer.
Staff notes that the developer appears to be dropping the grade for the north end of
Finale approximately 3-4 feet below the existing park grade. The transition between the
apartments, street and park will need to be reviewed in more detail and finalized prior to
final plat.
The developer is responsible for improvements to Finale Avenue North from 146th Street
North to the north end of the right-of-way dedicated for Finale Avenue on the plat. The
entire length of the Finale Avenue North realignment through the project shall be
constructed with the first layer of bituminous prior to the issuance of a Certificate of
Occupancy for the first building. Staff is continuing to work with the developer to finalize
the plans and this has been included in the approving resolution.
Sidewalks/Trails
The developer has provided good sidewalk connections throughout the site and out to
Finale Avenue. They will also connect to the existing trail in the senior project and bring
it through the site and out to Finale Avenue near Lion’s Park.
There is an existing trail easement on the senior housing site that leads to this site,
however, the design of the apartment site does not allow the trail to continue to the site
within the easement as planned. The plans currently show the trail straddling the
property line adjacent to the existing pond. The applicant will need to obtain an
easement for the trail from the senior housing property or redesign the trail to follow the
existing easement to the site.
The plans show a 10-foot wide bituminous trail. The detail sheet shows an 8-foot wide
trail but the trail shall be 9 -foot 4-inches wide in a 10-foot wide easement to match the
existing trail.
Park Dedication and Open Space
Park Dedication for LaValle Fields First Addition assigned park dedication to be split
between the two phases. The bulk of the park dedication was paid with Phase I and the
remaining 23% to satisfy park dedication requirements is required with this phase.
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be paid. The Parks Planner stated that $87,414.72 in park dedication fees will be due
with this final plat.
The developer has provided some green space on the site, but has not provided any
private amenity space within the apartment complex. It has been become commonplace
for new apartments to provide community rooms, exercise rooms, dog washing rooms or
similar amenities. However, the developer has stated that Lions Park with service the
recreation needs of the residents and does not believe the market will demand additional
amenities on this site.
Preliminary Plat
The applicant has submitted a preliminary plat to replat Outlot B as Lot 1, Block 1, Hugo
Gardens. The preliminary plat complies with ordinance requirements.
The next step would be to apply for approval of a Final Plat and Easement Vacation,
which would be reviewed concurrently by the Council. That application would also
include approval of the development agreement.
C. Conclusions
Staff reviewed the PUD amendment and preliminary plat against City standards and the
original PUD approvals and finds that the proposed project generally conforms.
However, there are several outstanding issues that must be clarified, and conditions that
must be met by the applicant to ensure compliance with City standards. Staff believes
that these issues can be addressed through the conditions in the draft resolution
regarding those items.
5. RECOMMENDATION:
Move to adopt the following resolutions, as recommended by the Planning Commission:
a. Resolution Approving the PUD Amendment
b. Resolution Approving the Preliminary Plat
ATTACHMENTS:
a. Resolution Approving the PUD Amendment
b. Resolution Approving the Preliminary Plat
c. Location Map
d. Engineer’s Memo dated May 7, 2020
e. Applicant’s Narrative dated February 21, 2020
f. Applicant’s Supplemental Narrative dated April 21, 2020
g. Plan Set received on April 17, 2020
h. Preliminary Plat received on February 21, 2020
i. Illustrative Plan dated May 7, 2020
RESOLUTION 2020 - ___
APPROVING PLANNED UNIT DEVELOPMENT (PUD) AMENDMENT FOR “HUGO GARDEN
APARTMENTS” (PID 20-031-21-23-0058 AND19-031-21-11-0087 )
WHEREAS, Hugo Gardens Apartments, LLC has requested approval of a PUD amendment to
allow construction of 84 apartment units in seven buildings and construction of a stormwater
management pond on a separate outlot:
Outlot B and Outlot D, LaValle Fields First Addition
WHEREAS, the Planning Commission has reviewed said PUD amendment at a duly called Public
Hearing on May 14, 2020 and recommends approval subject to the conditions listed;
NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF
HUGO, MINNESOTA, that it should and hereby does approve the request by Hugo Gardens
Apartments, LLC for the PUD amendment, subject to the following conditions:
1. A PUD amendment is approved to allow the construction of 84 apartment units in seven
buildings on one lot, in accordance with the application and plans received on February
21, 2020 and revisions received on April 17, 2020 except as amended by this resolution.
2. The developer must comply with Resolution 2020-__ for the Hugo Gardens preliminary
plat.
3. The plans must comply with LaValle Fields PUD approvals in Resolution 2014-03, except
as amended by this resolution.
4. The plans must be revised to comply with the City Engineer’s memo dated May 7, 2020.
5. The developer is responsible for improvements to Finale Avenue and 147th Street as
required by Resolution 2014-05 approving the PUD for LaValle Fields, except as otherwise
modified in the development agreement for Hugo Gardens. Additionally,
a. The Finale Avenue street design shall be revised to show on street parking on the
east side of the street.
b. The Finale Avenue street width shall be increased to 32-feet to provide space for
the on street parking.
c. The plans should show the planned trail east of Finale Avenue.
d. The developer is responsible for improvements to Finale Avenue North, as shown
on the plans and amended with the resolution, from 146th Street North to the north
end of the right-of-way dedicated for Finale Avenue on the plat. The entire length
of the Finale Avenue North realignment through the project shall be constructed
Resolution 2020-__
Page 2
with the first layer of bituminous prior to the issuance of a Certificate of Occupancy
for the 1st building.
6. Concurrent with final plat approval, the developer and the City shall agree on a cost
share for stormwater management and stormwater reuse.
7. The developer shall evaluate the feasibility of a stormwater reuse project for the
development. If a stormwater reuse project is feasible, as evaluated by the City, it shall
be constructed. This may include the connection to another stormwater reuse system.
8. The PUD amendment includes approval of the following building setbacks:
a. Street front: 10 feet
b. Side: 10 feet
c. Rear: 25 feet
9. The PUD amendment includes approval of the following parking setbacks:
a. Street front: 10 feet
b. Side: 5 feet
c. Rear: 5 feet.
10. The architectural plans must be revised to address the following:
a. The applicant shall expand the color palette to provide additional colors for the
buildings to eliminate monotony within the development. The applicant will work
with staff to finalize the design and color palette.
b. The applicant shall provide a final color palette and physical material sample for
City review and approval.
c. All ground-level mechanical units shall be low profile and located to the side or rear
of the building and shall be screened from view of adjacent properties.
d. The gutters and drainpipes shall be integrated into the building design and shall
be reviewed and approved by staff.
11. The landscaping plan must be revised to address the following:
a. The cost of landscaping must be included for the development agreement. The
developer must provide a copy of the landscaping cost estimate to city staff.
b. To create an urban street edge, the landscape plan should provide evenly spaced
street trees, decorative fencing or elements. The revised plans shall be submitted
for City review and approval.
c. An irrigation plan must be provided.
d. Retaining wall and fence details must be provided.
e. The landscaping plan does not meet the minimum standards for the number of
shrubs and must be revised.
i. The applicant should work with staff to develop a plan that meets the intent
of the ordinance.
ii. The applicant should consider planting shrubs instead of sod between the
driveways. This would help to meet the minimum planting requirements and
may be a hardier choice for this location.
f. The plans should be revised to eliminate conflicts with the grading and utility plans.
Resolution 2020-__
Page 3
12. The lighting plan must be updated to match the site plan and submitted for review and
approval by City staff.
13. The plans show 29 guest parking stalls where 17 are required. The applicant should
consider revising the plan to locate guest parking closer to the northern buildings.
14. Guest parking shall comply with the Americans with Disabilities Act as may be applicable.
15. No parking will be allowed on the private drives.
16. The private drives must comply with City standards for private drives.
17. The plans must be revised to show snow storage areas on the plans.
18. The fire exhibit must be revised to show compliance with access requirements using the
City vehicle template and must include in the southern portion of the site, which is not
currently on the plans.
19. The proposed trail details must be updated for consistency. The plans show a 10-foot wide
trail and the detail shows an 8-foot wide trail. The current trail on the senior housing side
is 9 feet, 4-inches wide in a 10-foot trail easement. Final design shall be approved by the
City.
20. Easement agreements must be obtained from the property at 14602 Finale Avenue.
a. The applicant is responsible for ensuring that the emergency access easement is
obtained for access from this site to the driveway on the senior apartment site.
b. The applicant is responsible for ensuring that the trail easement is obtained.
c. All easements must be provided in recordable form.
d. Access easements must be reviewed and approved by the City Attorney. Upon
City approval, the applicant shall file these documents at Washington County.
21. No signage is proposed at this time. Should signage be desired, the applicant must
apply for a sign permit with details ensuring compliance with ordinance requirements.
22. The developer shall provide the City with a copy of the draft apartment agreement or
similar document. The document should address the following:
a. No parking shall be allowed on the private drives.
b. Private garages should remain open for vehicle parking.
c. Trash and recycling will be individual unit containers and the contract will be
managed by the apartment manager.
23. Prior to issuance of building permits:
a. The final plat and easement vacation must be approved and filed at Washington
County.
b. The development agreement must be executed and financial guarantees in
place.
c. A complete set of revised plans addressing the conditions of approval shall be
submitted for city approval.
d. The applicant shall obtain all necessary local, state, and federal permits.
Resolution 2020-__
Page 4
e. The developer must obtain all necessary stormwater management and WCA
permits from the City.
f. The developer shall obtain all necessary local, state, and federal permits.
ADOPTED by the City Council this __ day of July 2020.
_____________________________
Tom Weidt, Mayor
ATTEST:
_________________________________
Michele Lindau, City Clerk
RESOLUTION 2020 - ___
APPROVING PRELIMINARY PLAT FOR “HUGO GARDENS” (PID 20-031-21-23-0058)
WHEREAS, Hugo Gardens Apartments, LLC has requested approval of a preliminary plat to
create a single lot to allow construction of 84 apartment units:
Outlot B, LaValle Fields First Addition
WHEREAS, the Planning Commission has reviewed said preliminary plat at a duly called Public
Hearing on May 14, 2020 and recommends approval subject to the conditions listed;
NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF
HUGO, MINNESOTA, that it should and hereby does approve the request by Hugo Gardens
Apartments, LLC for the preliminary plat, subject to the following conditions:
1. A preliminary plat is approved to create Lot 1, Block 1, Hugo Gardens lot, in accordance
with the application and plans received on February 21, 2020, except as amended by this
resolution.
2. The preliminary plat approval is contingent upon approval of the requested PUD
Amendment.
3. The developer must comply with Resolution 2020-__ for the PUD Amendment.
4. The developer is responsible for improvements to Finale Avenue North, as shown on the
plans and amended with the resolution, from 146th Street North to the north end of the
right-of-way dedicated for Finale Avenue on the plat. The entire length of the Finale
Avenue North realignment through the project shall be constructed with the first layer of
bituminous prior to the issuance of a Certificate of Occupancy for the 1st building.
5. The developer shall evaluate the feasibility of a stormwater reuse project for the
development. If a stormwater reuse project is feasible, as evaluated by the City, it shall
be constructed. This may include the connection to another stormwater reuse system.
6. Park dedication shall be cash-in-lieu of land in the amount of $87,414.72 due at the time
of final plat.
7. The applicant must submit an application for Vacation of the existing easement in the west
portion of the site with the Final Plat application.
8. Prior to final plat approval, the developer must comply with the following conditions:
a. The developer must comply with all conditions outlined in the City Engineer' s
memos dated May 7, 2020.
Resolution 2020-__
Page 2
b. The developer must provide easements from property owner to the south to
provide access to the driveway and a trail along the east side of the stormwater
pond on their property.
c. The City shall agree on a cost share for stormwater management and stormwater
reuse.
d. The developer shall provide a development phasing plan for City review.
9. Prior to the release of the final plat for recording, the developer must comply with the
following conditions.
a. All assessments shall be paid in full.
b. A development agreement will need to be signed and executed in a form
satisfactory to the City.
c. The City' s development fees will apply to this project. The fee amounts will be
calculated and included as part of the Development Agreement.
ADOPTED by the City Council this __ day of July, 2020.
_____________________________
Tom Weidt, Mayor
ATTEST:
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Michele Lindau, City Clerk
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146th Street North Fitzgerald Avenue NorthOneka Parkway NorthFinley Avenue NorthFinale Avenue NorthUpper 146Th Street North
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d Finale Avenue NorthHugo Gardens
Location Map
Hugo, MN
Site
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Hugo Border
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1 in = 300 feet Document Path: S:\Mapping\Emily\LocationSite Maps\2020\Hugo Gardens.mxdSite
\\mspfsv02\DesignDepot\Workshop\City of Hugo\HUG20002 - Hugo Gardens (city file 20-009 and 20-010)\2020-05-07 City Engineers memo.docx 178 E 9TH STREET | SUITE 200 | SAINT PAUL, MN | 55101 | 651.286.8450 | WSBENG.COM May 7, 2020
Ms. Rachel Juba
Community Development Director
City of Hugo
14669 Fitzgerald Avenue North
Hugo, MN 55038
Re: Amendment to PUD Review
Hugo Gardens
WSB Project No. 015057-000
Dear Ms. Juba:
We have reviewed the revised Amendment to PUD submittal for the Hugo Gardens development
located west of Finale Avenue and south of 147th Street. In particular, we have reviewed the
following plans related to this particular request:
• Hugo Gardens Amendment to PUD Plan Set submittal dated 4/17/20 by CivilSite Group
• Preliminary Stormwater Management Plan dated 4/17/20 by CivilSite Group
• Fire Truck Turn Exhibit dated 4/17/20 by CivilSite Group
• Preliminary Subsurface Soil Investigation dated 12/7/12 by Interstate Geotechnical
Engineering
• Geotechnical Engineering Report dated April 10, 2020 by Terracon Consultants, Inc.
Based on the review of the above documents, we offer the following comments related to this
application:
Grading, Street, and Utility Plans
1. Access from the site will come from the extension of Finale Avenue along the Right of Way
the City of Hugo had previously acquired. The new alignment of Finale Avenue shifts to the
west of its current alignment between Upper 146th Street and 147th Street. Three access
locations onto Finale Avenue are proposed. The old portion of Finale Avenue will have the
road materials removed and replaced with topsoil.
2. Coordination with utility companies will be required to determine what infrastructure exists
along the existing portion of Finale Avenue and to plan according to have it relocated.
3. Finale Avenue will be required to be constructed to a width of 32-ft face of curb to face of
curb to accommodate parking on one side of the roadway.
4. An additional access into the site is proposed to come from the entrance drive from Keystone
Place. This additional access is helpful considering the alignment of the internal access drive
to the southeastern two buildings has some curves that may be challenging for emergency
vehicle access.
5. Sidewalk is proposed to be constructed on the west side of Finale avenue, while an 8-ft trail
on the east side of Finale Avenue will be constructed as part of a future Lion’s Park
Improvement project.
6. A trail extending from the Keystone Place trail is proposed to extend through the site and
connect to Finale Avenue.
Ms. Rachel Juba
May 7, 2020
Page 2
7. Sanitary sewer service is available to the site from the existing 18” sanitary sewer located in
the intersection of 146th Street and Finale Avenue. Sanitary sewer will be extended down the
proposed alignment of Finale Avenue and into the site at multiple locations. Access to
Keystone Place will be required to be maintained/coordinated while this connection at the
intersection is being made.
8. Water infrastructure exists within the southern portion of Finale Avenue. Watermain will be
extended north along the proposed Finale Avenue alignment and connect to the existing 12”
watermain stub located at the north end of the proposed Finale Avenue alignment near the
well house.
9. The Hugo Fire Department has reviewed the site for hydrant placement and emergency
vehicle access. Staff has provided detailed redline comments on the plans requesting some
minor modifications and requests for information.
10. An existing stormwater outlet from the stormwater pond located in Keystone Place extends
through the proposed site. The plans show relocation of this outlet pipe that will require
vacation of the existing drainage and utility easement. A drainage and utility easements will
be required to be placed where the relocated Keystone Place stormwater outlet is placed.
11. Drainage and Utility Easements already exist west of the proposed site improvements where
wetlands and stormwater management features are proposed.
12. Drainage and utility easements will be required for the sanitary sewer, watermain, and storm
sewer (only public portion that extends from Finale through the site). The City will be
responsible for maintenance associated with the sanitary sewer and water mains, not
individual services.
13. Easement widths should be a minimum of 20-ft wide, or a width of twice the depth of the
pipe, whichever is greater.
14. Detailed redline comments have been provided on the plans and sent to the applicants
engineer so they can be addressed in future submittals.
Stormwater Management
15. The applicant has submitted a draft of their Stormwater Management Plan for the site. The
applicant is proposing to use a stormwater pond to meet stormwater requirements for this
site. Based on the information provided it is unclear if rate control and volume control
requirements are being met at this time. The design of the outlet of the pond is required to
confirm rate control requirements are being met. It does appear that the applicant will be able
to meet these requirements. Additionally, it will need to be confirmed that infiltration below
the outlet of the pond is being proposed to meet volume control requirements as indicated in
the model. Soil borings for this pond location will be required.
16. Staff has been developing a document called the Comprehensive Stormwater Management
Plan that contains a credit and tracking system for water reuse projects within the City.
These credits that have been generated can then be used for City projects where infiltration
is not feasible. These credits can also be sold to development projects in instances where
infiltration is not feasible.
17. As part of the City’s Comprehensive Water Resource’s Management Plan, there are a
number of additional water reuse projects that the City is interested in pursuing. The City is
currently planning for the construction of a water reuse system that would take stormwater
from the pond located in the northwest quadrant of Oneka Parkway and CSAH 8. This
project is proposed to irrigate the CSAH 8 median and boulevard areas, Lions Par k, City Hall,
Finale Boulevards (new segment) and 147th Boulevards (new segment). To fulfill infiltration
requirements, Hugo Gardens is proposing to participate in the costs associated with the
water reuse project. Since this water reuse system will not be in place at the time of project
approvals, use of the credits generated from previous water reuse projects could be used for
this project. The Comprehensive Stormwater Management Plan is currently being finalized
Ms. Rachel Juba
May 7, 2020
Page 3
and will be brought forward to the City Council and Rice Creek Watershed District for
approval.
18. The applicant is showing a stormwater pond being excavated north of the future 147th Street.
The applicant’s engineer indicated they have yet to complete an earthwork balance for the
site and that material may be needed for the proposed site improvements. This additional
ponding area may provide stormwater management for the future Lion’s Park and 147th
Street Improvements. Realignment of Judicial Ditch 3 would be required as part of this
process and require RCWD permitting.
19. Stormwater plan and model comments have been provided to applicant and will need to be
addressed in future submittals.
20. It appears that the pond is being sized in order to provide stormwater management for the
development, Finale Avenue, and a small portion of Lions Park, however a breakdown of
impervious area will be needed to confirm.
Wetland
21. The wetland delineation for this site has been previously approved with the Notice of Decision
being issued on November 5, 2018.
22. The proposed storm sewer that leaves the improved portion of the site extends across a
wetland prior to the proposed ponding location. A no-loss permit will be required for this
temporary impact.
23. There are no direct impacts to wetlands proposed, however the applicant will need to
demonstrate the wetland is not cut off from hydrology by intercepting the surface water and
placing it into the proposed stormwater pond.
24. The proposed pond adjacent to the wetland will require a clay liner to prevent from draining
the wetland.
Thank you for the opportunity to provide comments on this project. Additional comments may be
necessary following the review of the responses to these. If you have any questions, please do
not hesitate to contact me at 651-286-8463.
Sincerely,
WSB
Mark Erichson, PE
City Engineer
cc: Scott Anderson, Public Works Director (email only)
Liz Finnegan, Senior Engineering Technician (email only)
Kendra Lindahl, Landform (email only)
VALERIAN LLC
2007 W. Franklin
Minneapolis, MN 55405
April 21, 2020
Rachel Juba:
Community Development Director
City of Hugo, Minnesota
14669 Fitzgerald Avenue North
Hugo, MN 55038
Re: Hugo Gardens—Amendment to Planned Unit Development
Dear Ms. Juba:
On February 21, 2020, Valerian LLC, the Project Manager for Hugo Garden Apartments LLC (the
“Applicant”), submitted on behalf of the Applicant an Application to Amend the Planned Unit
Development more specifically described in the Application.
The Application was modified and supplemented pursuant to revisions submitted to the City on
April 17, 2020.
The letter is to clarify that the Application and all resubmittals thereof also relate to the
development of Outlot D, Lavelle Fields First Addition in addition to Outlot B of the same plat. Applicant
is purchasing both Outlots and any reference in the Application to “Property” includes Outlot D of the
plat.
Please fee free to contact me if you have any questions regarding any aspect of this Application
or if you seek additional information or submittals.
Thank you very much for your assistance.
Sincerely,
Michael S. Margulies
Michael Margulies
for Valerian LLC
(612) 205-0521
michaelmargulies7@gmail.com
Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060Hugo Gardens
HUGO, MINNESOTA
6008 VIRGINIA AVE, EDINA, MN 55424
HUGO GARDEN APARTMENTS LLC
PROJECT
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.02.21.2020ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:1929604.17.2020CITY RE-SUBMITTAL. .. .. .. .. .02.21.2020AMENDMENT TO PUDDRAWN BY:REVIEWED BY: KT, ND, JDPS. .. .. .. .. .. .. .4/17/2020 14:08:12COPYRIGHT CIVIL SITE GROUP INC.cREVISION SUMMARYDATEDESCRIPTIONC0.0TITLE SHEET. .. .. .. .. .. .Hugo GardensHUGO, MINNESOTASHEET INDEXSHEET NUMBER SHEET TITLESITE LOCATIONSITE LOCATION MAPNSITE SURVEY (1/2)V1.0SOUTH UTILITY PLAN - WATER & SANITARY SEWERC4.0ISSUED FOR: AMENDMENT TO PLANNED UNITDEVELOPMENTMASTER LEGEND:EX. 1' CONTOUR ELEVATION INTERVALCURB AND GUTTER (T.O = TIP OUT)SPOT GRADE ELEVATION (GUTTER/FLOW LINEUNLESS OTHERWISE NOTED)SPOT GRADE ELEVATION TOP OF CURB (GUTTER TOP)SPOT GRADE ELEVATION TOP OF WALLSOIL BORING LOCATIONSPOT GRADE ELEVATION BOTTOM OF WALLEMERGENCY OVERFLOWPROPOSED MANHOLE STORMPROPOSED GATE VALVEPROPOSED SANITARY SEWERPROPOSED STORM SEWERPROPOSED WATER MAINPROPOSED FIRE HYDRANTEXISTING LIGHTEXISTING GAS METEREXISTING MANHOLEEXISTING CATCH BASINEXISTING GATE VALVEEXISTING HYDRANTEXISTING GAS VALVEEXISTING ELECTRIC BOXEXISTING STOPBOXPROPOSED MANHOLE SANITARYPROPOSED CATCH BASIN OR CATCH BASIN MANHOLE STORMPROPOSED SIGNEXISTING SPOT GRADE ELEVATIONINLET PROTECTIONSTABILIZED CONSTRUCTION ENTRANCEDRAINAGE ARROWDEVELOPER / PROPERTY OWNER:HUGO GARDEN APARTMENTS LLC6008 VIRGINAIA AVENUEEDINA, MN 55424(612)-275-0808ENGINEER / LANDSCAPE ARCHITECT:CIVIL SITE GROUP4931 W 35TH STREETSUITE 200ST LOUIS PARK, MN 55416612-615-0060SURVEYOR:SWPPP - EXISTING CONDITIONSSW1.0SOUTH GRADING PLANC3.0C5.0C5.1L1.0CIVIL DETAILSSOUTH LANDSCAPE PLANSWPPP - PROPOSED CONDITIONSSW1.1SWPPP - DETAILSSW1.2C2.0 SOUTH SITE PLANSWPPP - NARRATIVESW1.3CIVIL DETAILSC1.0 SOUTH REMOVALS PLANC5.2 CIVIL DETAILSKnow what'sbelow.before you dig.CallRSWPPP - ATTACHMENTSSW1.4SWPPP - ATTACHMENTSSW1.5L1.1DYH EOF=1135.52SB-1TOPROPOSED LIGHTEXISTING SANITARY SEWEREXISTING STORM SEWEREXISTING WATER MAINEXISTING GAS MAINEXISTING UNDERGROUND ELECTRICEXISTING UNDERGROUND CABLE1.0' CONTOUR ELEVATION INTERVALSILT FENCE / BIOROLL - GRADING LIMITARCHITECT:HL ARCHITECTS2924 W. ST. GERMAIN STREETST. CLOUD, MN 56301(320)-237-7411C1.1 NORTH REMOVALS PLANC2.1 CENTRAL SITE PLANCENTRAL GRADING PLANC3.1NORTH GRADING PLANC3.2CENTRAL UTILITY PLAN - WATER & SANITARY SEWERC4.1NORTH UTILITY PLAN - WATER & SANITARY SEWERC4.2C5.3 CIVIL DETAILSCENTRAL LANDSCAPE PLANNORTH LANDSCAPE PLANL1.2CIVIL SITE GROUP4931 W 35TH STREETSUITE 200ST LOUIS PARK, MN 55416612-615-0060C2.2 NORTH SITE PLANC4.3C4.4NORTH UTILITY PLAN - STORM SEWERC4.5SOUTH UTILITY PLAN - STORM SEWERCENTRAL UTILITY PLAN - STORM SEWERC0.0 TITLE SHEETSITE SURVEY (2/2)V1.1
01" = 80'-0"80'-0"40'-0"NNO SCALEREVISION SUMMARYDATEDESCRIPTIONV1.0SITE SURVEY(SHEET 1/2). .. .. .. .. .. .
01" = 80'-0"80'-0"40'-0"NREVISION SUMMARYDATEDESCRIPTIONV1.1SITE SURVEY 2/2). .. .. .. .. .. .
ELEC.SERVICE
FLAG POLE9003931.68TRAVIP932.3918.6918.0918.5917.8918.1917.5917.9918.1932.5932.5933.2933.3933.4931.0930.7931.4934.0FFE933.2933
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DRIM=930.50INV.=926.53(S)INV.=926.20(NW)OUTLETRIM=929.73INV.=921.07(NE)BOTTOM=920.9715" HDPEINV.=925.38(E)INV.=925.27(W)926.83PVC-INV-15"15" HDPEINV.=925.44INV.=913.49 (PER PLAN)931.23MHST 925.71HDPETOP932.26MHST-BURIED930.76MHST-BURIED
925.56HDPE-INV-15"924.39HDPE-INV-15"932.70MHSAN932.45MHSAN932.19MHSAN932.52SETIP932.41SETIPREMOVE EXISTINGUTILITY SERVICESPER CITYSTANDARDSREMOVE STORMSEWER TO MHPER CITYSTANDARDSREMOVE EXISTINGPAVEMENT AND BASEMATERIAL , TYP.REMOVE EXISTINGCURB ANDGUTTER, TYP.REMOVE EXISTINGPAVEMENT AND BASEMATERIAL , TYP.REMOVE EXISTINGPAVEMENT AND BASEMATERIAL , TYP.REMOVE EXISTINGCURB ANDGUTTER, TYP.REMOVALS LEGEND:TREE PROTECTIONREMOVAL OF PAVEMENT AND ALL BASE MATERIAL,INCLUDING BIT., CONC., AND GRAVEL PVMTS.REMOVAL OF STRUCTURE INCLUDING ALLFOOTINGS AND FOUNDATIONS.TREE REMOVAL - INCLUDING ROOTS AND STUMPSCivil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060Hugo Gardens
HUGO, MINNESOTA
6008 VIRGINIA AVE, EDINA, MN 55424
HUGO GARDEN APARTMENTS LLC
PROJECT
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.02.21.2020ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:1929604.17.2020CITY RE-SUBMITTAL. .. .. .. .. .02.21.2020AMENDMENT TO PUDDRAWN BY:REVIEWED BY: KT, ND, JDPS. .. .. .. .. .. .. .4/17/2020 14:08:38COPYRIGHT CIVIL SITE GROUP INC.c01" = 40'-0"40'-0"20'-0"NREVISION SUMMARYDATEDESCRIPTIONC1.0SOUTH REMOVALSPLAN. .. .. .. .. .. .Know what'sbelow.before you dig.CallREX. 1' CONTOUR ELEVATION INTERVALREMOVE CURB AND GUTTER. IF IN RIGHT-OF-WAY,COORDINATE WITH LOCAL GOVERNING UNIT.REMOVAL NOTES:1.SEE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PLAN FOR CONSTRUCTION STORM WATERMANAGEMENT PLAN.2.REMOVAL OF MATERIALS NOTED ON THE DRAWINGS SHALL BE IN ACCORDANCE WITH MNDOT, STATE ANDLOCAL REGULATIONS.3.REMOVAL OF PRIVATE UTILITIES SHALL BE COORDINATED WITH UTILITY OWNER PRIOR TO CONSTRUCTIONACTIVITIES.4.EXISTING PAVEMENTS SHALL BE SAWCUT IN LOCATIONS AS SHOWN ON THE DRAWINGS OR THE NEARESTJOINT FOR PROPOSED PAVEMENT CONNECTIONS.5.REMOVED MATERIALS SHALL BE DISPOSED OF TO A LEGAL OFF-SITE LOCATION AND IN ACCORDANCE WITHSTATE AND LOCAL REGULATIONS.6.ABANDON, REMOVAL, CONNECTION, AND PROTECTION NOTES SHOWN ON THE DRAWINGS AREAPPROXIMATE. COORDINATE WITH PROPOSED PLANS.7.EXISTING ON-SITE FEATURES NOT NOTED FOR REMOVAL SHALL BE PROTECTED THROUGHOUT THEDURATION OF THE CONTRACT.8.PROPERTY LINES SHALL BE CONSIDERED GENERAL CONSTRUCTION LIMITS UNLESS OTHERWISE NOTED ONTHE DRAWINGS. WORK WITHIN THE GENERAL CONSTRUCTION LIMITS SHALL INCLUDE STAGING,DEMOLITION AND CLEAN-UP OPERATIONS AS WELL AS CONSTRUCTION SHOWN ON THE DRAWINGS.9.MINOR WORK OUTSIDE OF THE GENERAL CONSTRUCTION LIMITS SHALL BE ALLOWED AS SHOWN ON THEPLAN AND PER CITY REQUIREMENTS.10.DAMAGE BEYOND THE PROPERTY LIMITS CAUSED BY CONSTRUCTION ACTIVITY SHALL BE REPAIRED IN AMANNER APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT OR IN ACCORDANCE WITH THE CITY.11.PROPOSED WORK (BUILDING AND CIVIL) SHALL NOT DISTURB EXISTING UTILITIES UNLESS OTHERWISESHOWN ON THE DRAWINGS AND APPROVED BY THE CITY PRIOR TO CONSTRUCTION.12.SITE SECURITY MAY BE NECESSARY AND PROVIDED IN A MANNER TO PROHIBIT VANDALISM, AND THEFT,DURING AND AFTER NORMAL WORK HOURS, THROUGHOUT THE DURATION OF THE CONTRACT. SECURITYMATERIALS SHALL BE IN ACCORDANCE WITH THE CITY.13.VEHICULAR ACCESS TO THE SITE SHALL BE MAINTAINED FOR DELIVERY AND INSPECTION ACCESS DURINGNORMAL OPERATING HOURS. AT NO POINT THROUGHOUT THE DURATION OF THE CONTRACT SHALLCIRCULATION OF ADJACENT STREETS BE BLOCKED WITHOUT APPROVAL BY THE CITY PRIOR TOCONSTRUCTION ACTIVITIES.14.ALL TRAFFIC CONTROLS SHALL BE PROVIDED AND ESTABLISHED PER THE REQUIREMENTS OF THEMINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALLINCLUDE, BUT NOT BE LIMITED TO, SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALLPUBLIC STREETS SHALL REMAIN OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BEPERMITTED WITHOUT APPROVAL BY THE CITY.15.SHORING FOR BUILDING EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR AND ASAPPROVED BY THE OWNERS REPRESENTATIVE AND THE CITY PRIOR TO CONSTRUCTION ACTIVITIES.16.STAGING, DEMOLITION, AND CLEAN-UP AREAS SHALL BE WITHIN THE PROPERTY LIMITS AS SHOWN ON THEDRAWINGS AND MAINTAINED IN A MANNER AS REQUIRED BY THE CITY.CITY OFHUGO REMOVAL NOTES:1.RESERVED FOR CITY SPECIFIC REMOVAL NOTES.SEE SWPPP ON SHEETS SW1.0-SW1.5EROSION CONTROL NOTES:MATCHLINE
930.86FNDIP-1/2928.22FNDIP909.66FNDIP-1/2912.64FNDIP-41578
9003931.68TRAVIP909.2909.5909.4909.3(Areas determined to be outside the 0.2% annual chance flood plain.)(Areas of 0.2% annual chance flood;areas of 1% anuual chance flood withaverage depths of less than 1 foot orwith drainage area less than 1 squaremile; and areas protected by leveesfrom 1% annual chance flood)APPROXIMATE FLOOD ZONE LINE PER FEMAMAP NUMBER 27163C0136E & 27163C0117EEFFECTIVE DATE OF FEB. 3, 2010251035 FOOT WIDE METROPOLITAN SEWER EASEMENTPER DOC. NO. 287958 (BOOK 311 DEEDS, PAGE 451)CENTERLINE TRAIL1010101010
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WATERMAIN LOCATION
INV.=891.19
927.4
927.8913.19MHSAN930.33SETIP42" RCP
REMOVE EXISTINGPAVEMENT AND BASEMATERIAL , TYP.REMOVE EXISTINGPAVEMENT AND BASEMATERIAL , TYP.REMOVALS LEGEND:TREE PROTECTIONREMOVAL OF PAVEMENT AND ALL BASE MATERIAL,INCLUDING BIT., CONC., AND GRAVEL PVMTS.REMOVAL OF STRUCTURE INCLUDING ALLFOOTINGS AND FOUNDATIONS.TREE REMOVAL - INCLUDING ROOTS AND STUMPSCivil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060Hugo Gardens
HUGO, MINNESOTA
6008 VIRGINIA AVE, EDINA, MN 55424
HUGO GARDEN APARTMENTS LLC
PROJECT
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.02.21.2020ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:1929604.17.2020CITY RE-SUBMITTAL. .. .. .. .. .02.21.2020AMENDMENT TO PUDDRAWN BY:REVIEWED BY: KT, ND, JDPS. .. .. .. .. .. .. .4/17/2020 14:08:45COPYRIGHT CIVIL SITE GROUP INC.c01" = 40'-0"40'-0"20'-0"NREVISION SUMMARYDATEDESCRIPTIONC1.1NORTH REMOVALSPLAN. .. .. .. .. .. .Know what'sbelow.before you dig.CallREX. 1' CONTOUR ELEVATION INTERVALREMOVE CURB AND GUTTER. IF IN RIGHT-OF-WAY,COORDINATE WITH LOCAL GOVERNING UNIT.REMOVAL NOTES:1.SEE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PLAN FOR CONSTRUCTION STORM WATERMANAGEMENT PLAN.2.REMOVAL OF MATERIALS NOTED ON THE DRAWINGS SHALL BE IN ACCORDANCE WITH MNDOT, STATE ANDLOCAL REGULATIONS.3.REMOVAL OF PRIVATE UTILITIES SHALL BE COORDINATED WITH UTILITY OWNER PRIOR TO CONSTRUCTIONACTIVITIES.4.EXISTING PAVEMENTS SHALL BE SAWCUT IN LOCATIONS AS SHOWN ON THE DRAWINGS OR THE NEARESTJOINT FOR PROPOSED PAVEMENT CONNECTIONS.5.REMOVED MATERIALS SHALL BE DISPOSED OF TO A LEGAL OFF-SITE LOCATION AND IN ACCORDANCE WITHSTATE AND LOCAL REGULATIONS.6.ABANDON, REMOVAL, CONNECTION, AND PROTECTION NOTES SHOWN ON THE DRAWINGS AREAPPROXIMATE. COORDINATE WITH PROPOSED PLANS.7.EXISTING ON-SITE FEATURES NOT NOTED FOR REMOVAL SHALL BE PROTECTED THROUGHOUT THEDURATION OF THE CONTRACT.8.PROPERTY LINES SHALL BE CONSIDERED GENERAL CONSTRUCTION LIMITS UNLESS OTHERWISE NOTED ONTHE DRAWINGS. WORK WITHIN THE GENERAL CONSTRUCTION LIMITS SHALL INCLUDE STAGING,DEMOLITION AND CLEAN-UP OPERATIONS AS WELL AS CONSTRUCTION SHOWN ON THE DRAWINGS.9.MINOR WORK OUTSIDE OF THE GENERAL CONSTRUCTION LIMITS SHALL BE ALLOWED AS SHOWN ON THEPLAN AND PER CITY REQUIREMENTS.10.DAMAGE BEYOND THE PROPERTY LIMITS CAUSED BY CONSTRUCTION ACTIVITY SHALL BE REPAIRED IN AMANNER APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT OR IN ACCORDANCE WITH THE CITY.11.PROPOSED WORK (BUILDING AND CIVIL) SHALL NOT DISTURB EXISTING UTILITIES UNLESS OTHERWISESHOWN ON THE DRAWINGS AND APPROVED BY THE CITY PRIOR TO CONSTRUCTION.12.SITE SECURITY MAY BE NECESSARY AND PROVIDED IN A MANNER TO PROHIBIT VANDALISM, AND THEFT,DURING AND AFTER NORMAL WORK HOURS, THROUGHOUT THE DURATION OF THE CONTRACT. SECURITYMATERIALS SHALL BE IN ACCORDANCE WITH THE CITY.13.VEHICULAR ACCESS TO THE SITE SHALL BE MAINTAINED FOR DELIVERY AND INSPECTION ACCESS DURINGNORMAL OPERATING HOURS. AT NO POINT THROUGHOUT THE DURATION OF THE CONTRACT SHALLCIRCULATION OF ADJACENT STREETS BE BLOCKED WITHOUT APPROVAL BY THE CITY PRIOR TOCONSTRUCTION ACTIVITIES.14.ALL TRAFFIC CONTROLS SHALL BE PROVIDED AND ESTABLISHED PER THE REQUIREMENTS OF THEMINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALLINCLUDE, BUT NOT BE LIMITED TO, SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALLPUBLIC STREETS SHALL REMAIN OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BEPERMITTED WITHOUT APPROVAL BY THE CITY.15.SHORING FOR BUILDING EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR AND ASAPPROVED BY THE OWNERS REPRESENTATIVE AND THE CITY PRIOR TO CONSTRUCTION ACTIVITIES.16.STAGING, DEMOLITION, AND CLEAN-UP AREAS SHALL BE WITHIN THE PROPERTY LIMITS AS SHOWN ON THEDRAWINGS AND MAINTAINED IN A MANNER AS REQUIRED BY THE CITY.CITY OFHUGO REMOVAL NOTES:1.RESERVED FOR CITY SPECIFIC REMOVAL NOTES.SEE SWPPP ON SHEETS SW1.0-SW1.5EROSION CONTROL NOTES:MATCHLINE
GELEC.SERVICE
FLAG POLE934.0FFE25
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24'28'
24'R5'R10'10' BIT. TRAIL28'24'5.67'5'24'24'R10'R100'
R100'R15'R10'R
1
0
0
'
5
.
6
7
'
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18'9'5' CONC.SIDEWALK,TYP.30'R5'R
3
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5
'
11
.
8
4
'
1
0
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2
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0
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2
5
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'R100'R250'R15'R25'R15'28'F-F2
8
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SURMOUNTABLEC & G, TYP.SURMOUNTABLEC & G, TYP.5' CONC.SIDEWALK,TYP.5' CONC.SIDEWALK,TYP.CROSSWALKSTRIPING, TYP.R15
'10' BIT. TRAILCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSEND OF STREETCONSTRUCTION,TYP.CONSTRUCTIONLIMITSBIT. DRIVECivil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060Hugo Gardens
HUGO, MINNESOTA
6008 VIRGINIA AVE, EDINA, MN 55424
HUGO GARDEN APARTMENTS LLC
PROJECT
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.02.21.2020ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:1929604.17.2020CITY RE-SUBMITTAL. .. .. .. .. .02.21.2020AMENDMENT TO PUDDRAWN BY:REVIEWED BY: KT, ND, JDPS. .. .. .. .. .. .. .4/17/2020 14:08:49COPYRIGHT CIVIL SITE GROUP INC.cREVISION SUMMARYDATEDESCRIPTIONC2.0SOUTH SITE PLAN20.03.11 Site Data Update. .. .. .. .. .SITE AREA TABLE:1.CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTSPRIOR TO BEGINNING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO,LOCATIONS OF EXISTING AND PROPOSED PROPERTY LINES, EASEMENTS,SETBACKS, UTILITIES, BUILDINGS AND PAVEMENTS. CONTRACTOR ISRESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS FOR THE SITE. ANYREVISIONS REQUIRED AFTER COMMENCEMENT OF CONSTRUCTION, DUE TOLOCATIONAL ADJUSTMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TOOWNER. ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY THEENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF MATERIALS.STAKE LAYOUT FOR APPROVAL.2.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TOCONSTRUCTION, INCLUDING A RIGHT-OF-WAY AND STREET OPENING PERMIT.3.THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEOTECHNICAL REPORT PRIOR TO INSTALLATION OF SITE IMPROVEMENT MATERIALS.4.CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONSOF THE BUILDING AND STAKE FOR REVIEW AND APPROVAL BY THE OWNERSREPRESENTATIVE PRIOR TO INSTALLATION OF FOOTING MATERIALS.5.LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS,BOLLARDS, AND WALKS ARE APPROXIMATE AND SHALL BE STAKED IN THE FIELD,PRIOR TO INSTALLATION, FOR REVIEW AND APPROVAL BY THEENGINEER/LANDSCAPE ARCHITECT.6.CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARETO FACE OF CONCRETE FOUNDATION. LOCATION OF BUILDING IS TO BUILDINGFOUNDATION AND SHALL BE AS SHOWN ON THE DRAWINGS.7.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIEDFOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT PRIORTO FABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENT MATERIALS SUCHAS, BUT NOT LIMITED TO THE FOLLOWING, FURNISHINGS, PAVEMENTS, WALLS,RAILINGS, BENCHES, FLAGPOLES, LANDING PADS FOR CURB RAMPS, AND LIGHTAND POLES. THE OWNER RESERVES THE RIGHT TO REJECT INSTALLEDMATERIALS NOT PREVIOUSLY APPROVED.8.PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOMELANDING AREAS IN ACCORDANCE WITH A.D.A. REQUIREMENTS-SEE DETAIL.9.CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ONCENTER PERPENDICULAR TO THE FLOW OF TRAFFIC. WIDTH OF CROSSWALKSHALL BE 5' WIDE. ALL OTHER PAVEMENT MARKINGS SHALL BE WHITE IN COLORUNLESS OTHERWISE NOTED OR REQUIRED BY ADA OR LOCAL GOVERNINGBODIES.10.SEE SITE PLAN FOR CURB AND GUTTER TYPE. TAPER BETWEEN CURB TYPES-SEEDETAIL.11.ALL CURB RADII ARE MINIMUM 3' UNLESS OTHERWISE NOTED.12.CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS,AREAS AND DIMENSIONS PRIOR TO SITE IMPROVEMENTS.13.FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS.14.PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDINGUNLESS NOTED OTHERWISE.15.ALL PARKING LOT PAINT STRIPPING TO BE WHITE, 4" WIDE TYP.16.BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEEDETAIL SHEETS FOR PAVEMENT SECTIONS.17.ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH ACONSTRUCTION FENCE AT THE DRIP LINE. SEE LANDSCAPE DOCUMENTS.SITE LAYOUT NOTES:SITE PLAN LEGEND:TRAFFIC DIRECTIONAL ARROW PAVEMENT MARKINGSCITY OF HUGO SITE SPECIFIC NOTES:SIGN AND POST ASSEMBLY. SHOP DRAWINGS REQUIRED.HC = ACCESSIBLE SIGNNP = NO PARKING FIRE LANEST = STOPCP = COMPACT CAR PARKING ONLY01" = 40'-0"40'-0"20'-0"N1.RESERVED FOR CITY SPECIFIC NOTES.Know what'sbelow.before you dig.CallRCONCRETE PAVEMENT AS SPECIFIED (PAD OR WALK)SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE& CONCRETE DEPTHS, SEE DETAIL.PROPERTY LINECURB AND GUTTER-SEE NOTES (T.O.) TIP OUTGUTTER WHERE APPLICABLE-SEE PLANLIGHT DUTY BITUMINOUS PAVEMENT. SEEGEOTECHNICAL REPORT FOR AGGREGATE BASE &WEAR COURSE DEPTH, SEE DEATIL.HEAVY DUTY BITUMINOUS PAVEMENT. SEEGEOTECHNICAL REPORT FOR AGGREGATE BASE &WEAR COURSE DEPTH, SEE DETAIL.CONSTRUCTION LIMITSTOOPERATIONAL NOTES:SNOW REMOVAL:ALL SNOW SHALL OCCUR ON SITE.TRASH REMOVAL:TRASH REMOVAL SHALL OCCUR: PER MANAGEMENT.DELIVERIES:DELIVERIES SHALL OCCUR FRONT DOOR.Gross Site Area: (767,265 sf) 17.61 Ac.(Outlot B)Existing Wetland Area: (266,371 sf) 6.12 Ac.Met Council Easement: (14,471 sf) 0.33 Ac.County Ditch Easement: (12,495 sf) 0.29 Ac.Misc D&U Easement: (100,210 sf)2.30 Ac.Net Developable Area: (373,718 sf) 8.58 Ac.Outlot B (East of Wetland):7.88 Ac.Outlot B (West of Esmt. for Ditch): 0.70 Ac.Existing Wetland Area:6.12 Ac.Wetland Removed:0.00 Ac. (0%)Wetland Saved:6.12 Ac.(100%)Zoning:Existing Zoning: PUDProposed Zoning: PUDMax. Density in PUD per previous approval: 164 units (20.81 u/a)Proposed Density:84 units (10.65 u/a)Max. Building Coverage:40%Max. Hardcover:70%Setbacks:BuildingParking25' front/ rear10' front/ ROW10' side5' sideParking:9'x18' Stalls24' Drive Isles2 stalls per unit + 1 per every 5 unitsNet Active Development Area: (343,253 sf) 7.88 Ac.Proposed Bldg. Footprint: (70,448 sf) 2.34 Ac. (20.6%)Proposed Parking (Driveway): (18,480 sf) 0.42 Ac. (5.3%)Proposed Parking (Stalls): (8,000 sf) 0.18 Ac. (2.3%)Proposed Drivelanes: (60,934 sf)1.40 Ac. (17.8%)Proposed Sidewalks: (12,932 sf)0.30 Ac. (3.8%)Proposed Greenspace: (172,459 sf) 3.96 Ac. (50.2%)SITE DATA:
252525
25252560
60 30
(NOT BUILT)30
30
30
42" RCP
APPROXIMATE 12" DIP
WATERMAIN LOCATION
INV.=891.19
927.4
927.8913.19MHSAN42" RCP 300' SHORELAND LINEMET COUNCIL SANITARY SEWER ESMT.5' PK
G
.
S
T
B
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25' BL
D
G
.
S
T
B
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PROPOSED BUILDING
WETLAND5' PKG. STBK25' BLDG. STBK
PRO
P
O
S
E
D
B
U
I
L
D
I
N
G
PROPOSED BUILDING CONSTRUCTION LIMITS5' CONC.5' CONC.SIDEWALK,TYP.5' CONC.SIDEWALK,TYP.STRIPING, TYP.EXIST.ROW,TYP.WETLAND5'
P
KG
.
S
T
B
K
1
0
'
B
L
DG
.
S
T
B
K
10' PKG. STBK
25' BLDG. STBKWETLAND28'R5'PROPOSED BUILDINGEXSITING OUTLOT = 76,455 SFWETLAND28'10' BIT. TRAIL28'24'R100'R75'R15'R10'R
1
0
0
'
5
.
6
7
'
R15'18'9'R15'R10'R34'R10'R10'R10'R8'R8'R10'R10'24'24'24'5' CONC.SIDEWALK,TYP.30'R5'R
3
'R3'24'SURMOUNTABLEC & G, TYP.SURMOUNTABLEC & G, TYP.SURMOUNTABLEC & G, TYP.SURMOUNTABLEC & G, TYP.SURMOUNTABLEC & G, TYP.SURMOUNTABLEC & G, TYP.B6/18 C & G,TYP.B6/18 C & G,TYP.B6/18 C & G,TYP.11
.
8
4
'
1
0
'10.08'10'EXIST. ROW,TYP.EXIST. ROW,TYP.EXIST. C&G,TYP.EXIST. ROW,TYP.R1
5
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1
5
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2
5
0
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R
2
5
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'R100'24'
2
8
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-
F 28'F-FSURMOUNTABLEC & G, TYP.SURMOUNTABLEC & G, TYP.SURMOUNTABLEC & G, TYP.5' CONC.SIDEWALK,TYP.5' CONC.SIDEWALK,TYP.CROSSWALKSTRIPING, TYP.END OF STREETCONSTRUCTION,TYP.R15
'10' BIT. TRAILFUTURE STREETCONSTRUCTION,TYP.CONSTRUCTION LIMITSCONSTRUCTIONLIMITS28'RETAININGWALL W/FENCE, TYP.RETAININGWALL W/FENCE, TYP.10' MAINTENANCE BENCH8-SMD14-TAY5-APC4-CSC8-SMD5-CSC3-APC8-SMD14-TAY3-APC4-CSC8-SMD5-CSC3-APC8-SMD14-TAY5-APC4-CSC8-SMD5-CSC3-APC8-SMD14-TAY5-APC4-CSC8-SMD5-CSC3-APC4-CSC4-KFG14-MEJ8-PMD3-DKL5-KFG8-PMD3-DKL8-KFG4-KFG14-MEJ8-PMD3-DKL5-KFG8-PMD5-DKL4-KFG14-MEJ8-PMD3-DKL15-KFG8-PMD4-KFG14-MEJ8-PMD3-DKL5-KFG8-PMD3-DKL8-KFG8-KFG8-CSC8-KFG4-CSC8-CSC4-CSC8-KFG8-CSC12-KFG4-CSC8-KFG8-CSCCivil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060Hugo Gardens
HUGO, MINNESOTA
6008 VIRGINIA AVE, EDINA, MN 55424
HUGO GARDEN APARTMENTS LLC
PROJECT
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.02.21.2020ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:1929604.17.2020CITY RE-SUBMITTAL. .. .. .. .. .02.21.2020AMENDMENT TO PUDDRAWN BY:REVIEWED BY: KT, ND, JDPS. .. .. .. .. .. .. .4/17/2020 14:08:54COPYRIGHT CIVIL SITE GROUP INC.cREVISION SUMMARYDATEDESCRIPTIONC2.1CENTRAL SITE PLAN. .. .. .. .. .. .1.CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTSPRIOR TO BEGINNING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO,LOCATIONS OF EXISTING AND PROPOSED PROPERTY LINES, EASEMENTS,SETBACKS, UTILITIES, BUILDINGS AND PAVEMENTS. CONTRACTOR ISRESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS FOR THE SITE. ANYREVISIONS REQUIRED AFTER COMMENCEMENT OF CONSTRUCTION, DUE TOLOCATIONAL ADJUSTMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TOOWNER. ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY THEENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF MATERIALS.STAKE LAYOUT FOR APPROVAL.2.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TOCONSTRUCTION, INCLUDING A RIGHT-OF-WAY AND STREET OPENING PERMIT.3.THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEOTECHNICAL REPORT PRIOR TO INSTALLATION OF SITE IMPROVEMENT MATERIALS.4.CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONSOF THE BUILDING AND STAKE FOR REVIEW AND APPROVAL BY THE OWNERSREPRESENTATIVE PRIOR TO INSTALLATION OF FOOTING MATERIALS.5.LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS,BOLLARDS, AND WALKS ARE APPROXIMATE AND SHALL BE STAKED IN THE FIELD,PRIOR TO INSTALLATION, FOR REVIEW AND APPROVAL BY THEENGINEER/LANDSCAPE ARCHITECT.6.CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARETO FACE OF CONCRETE FOUNDATION. LOCATION OF BUILDING IS TO BUILDINGFOUNDATION AND SHALL BE AS SHOWN ON THE DRAWINGS.7.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIEDFOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT PRIORTO FABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENT MATERIALS SUCHAS, BUT NOT LIMITED TO THE FOLLOWING, FURNISHINGS, PAVEMENTS, WALLS,RAILINGS, BENCHES, FLAGPOLES, LANDING PADS FOR CURB RAMPS, AND LIGHTAND POLES. THE OWNER RESERVES THE RIGHT TO REJECT INSTALLEDMATERIALS NOT PREVIOUSLY APPROVED.8.PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOMELANDING AREAS IN ACCORDANCE WITH A.D.A. REQUIREMENTS-SEE DETAIL.9.CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ONCENTER PERPENDICULAR TO THE FLOW OF TRAFFIC. WIDTH OF CROSSWALKSHALL BE 5' WIDE. ALL OTHER PAVEMENT MARKINGS SHALL BE WHITE IN COLORUNLESS OTHERWISE NOTED OR REQUIRED BY ADA OR LOCAL GOVERNINGBODIES.10.SEE SITE PLAN FOR CURB AND GUTTER TYPE. TAPER BETWEEN CURB TYPES-SEEDETAIL.11.ALL CURB RADII ARE MINIMUM 3' UNLESS OTHERWISE NOTED.12.CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS,AREAS AND DIMENSIONS PRIOR TO SITE IMPROVEMENTS.13.FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS.14.PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDINGUNLESS NOTED OTHERWISE.15.ALL PARKING LOT PAINT STRIPPING TO BE WHITE, 4" WIDE TYP.16.BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEEDETAIL SHEETS FOR PAVEMENT SECTIONS.17.ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH ACONSTRUCTION FENCE AT THE DRIP LINE. SEE LANDSCAPE DOCUMENTS.SITE LAYOUT NOTES:SITE PLAN LEGEND:TRAFFIC DIRECTIONAL ARROW PAVEMENT MARKINGSSIGN AND POST ASSEMBLY. SHOP DRAWINGS REQUIRED.HC = ACCESSIBLE SIGNNP = NO PARKING FIRE LANEST = STOPCP = COMPACT CAR PARKING ONLY01" = 40'-0"40'-0"20'-0"NKnow what'sbelow.before you dig.CallRCONCRETE PAVEMENT AS SPECIFIED (PAD OR WALK)SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE& CONCRETE DEPTHS, SEE DETAIL.PROPERTY LINECURB AND GUTTER-SEE NOTES (T.O.) TIP OUTGUTTER WHERE APPLICABLE-SEE PLANLIGHT DUTY BITUMINOUS PAVEMENT. SEEGEOTECHNICAL REPORT FOR AGGREGATE BASE &WEAR COURSE DEPTH, SEE DEATIL.HEAVY DUTY BITUMINOUS PAVEMENT. SEEGEOTECHNICAL REPORT FOR AGGREGATE BASE &WEAR COURSE DEPTH, SEE DETAIL.CONSTRUCTION LIMITSTO
916.7907.58CMP-72-TOP 905.58CMP-72-TOP916.1914.4914.6MIDDLE LINE OF BRANCH NO. 3OF JUDICIAL DITCH NO. 3 WATERBOX WATERMANHOLE
30
30 30 LOT CORNERFALLS IN DITCH30 30 5555913.52CBBC 913.67CBBC913.47CBBC913.78CBBC913.91MHSTORM INV.=897.454
2
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R
C
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915.14MHSAN914.77MHSAN914.8INV.=891.
1
9
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2
"
R
C
P
10" PVC 10" PVC24" DIP
300' SHORELAND LINEDITCH EASEMENT LINE
MET COUNCIL SANITARY SEWER ESMT.WETLANDCONSTRUCTION LIMITSWETLANDWETLANDSURMOUNTABLEC & G, TYP.28'5' CONC.SIDEWALK,TYP.BIT. PVMT.,TYP.WETLANDSURMOUNTABLEC & G, TYP.R15'FUTURE STREETCONSTRUCTION,TYP.FUTURE STREETCONSTRUCTION,TYP.DITCH EASEMENT LINE
EXIST.ROW,TYP.EXIST.ROW,TYP.RETAININGWALL W/FENCE, TYP.REGIONAL POND BASIN 2BOT=900.00NWL=905.00OUTLET=907.00TOP/EOF=908.50100-YR HWL=908.25VOL=(905.00-907.00)=45,000 CFMAX 4:1 SLOPE10' MAINTENANCE BENCHREGIONAL POND BASIN 1BOT=899.00NWL=904.00TOP/EOF=913.00MAX 4:1 SLOPE10' MAINTENANCE BENCH5-APC4-CSCCivil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060Hugo Gardens
HUGO, MINNESOTA
6008 VIRGINIA AVE, EDINA, MN 55424
HUGO GARDEN APARTMENTS LLC
PROJECT
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.02.21.2020ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:1929604.17.2020CITY RE-SUBMITTAL. .. .. .. .. .02.21.2020AMENDMENT TO PUDDRAWN BY:REVIEWED BY: KT, ND, JDPS. .. .. .. .. .. .. .4/17/2020 14:09:00COPYRIGHT CIVIL SITE GROUP INC.cREVISION SUMMARYDATEDESCRIPTIONC2.2NORTH SITE PLAN. .. .. .. .. .. .1.CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTSPRIOR TO BEGINNING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO,LOCATIONS OF EXISTING AND PROPOSED PROPERTY LINES, EASEMENTS,SETBACKS, UTILITIES, BUILDINGS AND PAVEMENTS. CONTRACTOR ISRESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS FOR THE SITE. ANYREVISIONS REQUIRED AFTER COMMENCEMENT OF CONSTRUCTION, DUE TOLOCATIONAL ADJUSTMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TOOWNER. ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY THEENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF MATERIALS.STAKE LAYOUT FOR APPROVAL.2.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TOCONSTRUCTION, INCLUDING A RIGHT-OF-WAY AND STREET OPENING PERMIT.3.THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEOTECHNICAL REPORT PRIOR TO INSTALLATION OF SITE IMPROVEMENT MATERIALS.4.CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONSOF THE BUILDING AND STAKE FOR REVIEW AND APPROVAL BY THE OWNERSREPRESENTATIVE PRIOR TO INSTALLATION OF FOOTING MATERIALS.5.LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS,BOLLARDS, AND WALKS ARE APPROXIMATE AND SHALL BE STAKED IN THE FIELD,PRIOR TO INSTALLATION, FOR REVIEW AND APPROVAL BY THEENGINEER/LANDSCAPE ARCHITECT.6.CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARETO FACE OF CONCRETE FOUNDATION. LOCATION OF BUILDING IS TO BUILDINGFOUNDATION AND SHALL BE AS SHOWN ON THE DRAWINGS.7.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIEDFOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT PRIORTO FABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENT MATERIALS SUCHAS, BUT NOT LIMITED TO THE FOLLOWING, FURNISHINGS, PAVEMENTS, WALLS,RAILINGS, BENCHES, FLAGPOLES, LANDING PADS FOR CURB RAMPS, AND LIGHTAND POLES. THE OWNER RESERVES THE RIGHT TO REJECT INSTALLEDMATERIALS NOT PREVIOUSLY APPROVED.8.PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOMELANDING AREAS IN ACCORDANCE WITH A.D.A. REQUIREMENTS-SEE DETAIL.9.CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ONCENTER PERPENDICULAR TO THE FLOW OF TRAFFIC. WIDTH OF CROSSWALKSHALL BE 5' WIDE. ALL OTHER PAVEMENT MARKINGS SHALL BE WHITE IN COLORUNLESS OTHERWISE NOTED OR REQUIRED BY ADA OR LOCAL GOVERNINGBODIES.10.SEE SITE PLAN FOR CURB AND GUTTER TYPE. TAPER BETWEEN CURB TYPES-SEEDETAIL.11.ALL CURB RADII ARE MINIMUM 3' UNLESS OTHERWISE NOTED.12.CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS,AREAS AND DIMENSIONS PRIOR TO SITE IMPROVEMENTS.13.FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS.14.PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDINGUNLESS NOTED OTHERWISE.15.ALL PARKING LOT PAINT STRIPPING TO BE WHITE, 4" WIDE TYP.16.BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEEDETAIL SHEETS FOR PAVEMENT SECTIONS.17.ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH ACONSTRUCTION FENCE AT THE DRIP LINE. SEE LANDSCAPE DOCUMENTS.SITE LAYOUT NOTES:SITE PLAN LEGEND:TRAFFIC DIRECTIONAL ARROW PAVEMENT MARKINGSSIGN AND POST ASSEMBLY. SHOP DRAWINGS REQUIRED.HC = ACCESSIBLE SIGNNP = NO PARKING FIRE LANEST = STOPCP = COMPACT CAR PARKING ONLY01" = 40'-0"40'-0"20'-0"NKnow what'sbelow.before you dig.CallRCONCRETE PAVEMENT AS SPECIFIED (PAD OR WALK)SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE& CONCRETE DEPTHS, SEE DETAIL.PROPERTY LINECURB AND GUTTER-SEE NOTES (T.O.) TIP OUTGUTTER WHERE APPLICABLE-SEE PLANLIGHT DUTY BITUMINOUS PAVEMENT. SEEGEOTECHNICAL REPORT FOR AGGREGATE BASE &WEAR COURSE DEPTH, SEE DEATIL.HEAVY DUTY BITUMINOUS PAVEMENT. SEEGEOTECHNICAL REPORT FOR AGGREGATE BASE &WEAR COURSE DEPTH, SEE DETAIL.CONSTRUCTION LIMITSTO
GELEC.SERVICE
FLAG POLE932.12FNDIP-41578932.33FNDIP-41578932.08FNDIP-41578932.33
FNDIP-41578 933.05FNDIP-41578932.93
FNDIP-415
7
8932.09FNDIP-41578931.73FNDIP-41578931.27FNDIP-41578932.54FNDIP-41578931.01FNDIP-41578930.40FNDIP-17765922.06FNDIP-17765922.51FNDIP-PINCH925.5925.4933.2932.1925.6925.5931.3930.0924.2925.0933.3932.0925.2924.0931.6930.4924.7926.0932.8931.6924.9927.3930.7929.7925.7933.4932.4926.6926.7931.4930.2924.5924.6924.1924.3924.7932.1931.19003931.68TRAVIP932.4932.4932.4932.5932.6932.6932.7932.7932.6932.6932.4932.4932.4
932.2 932.3
932.3 932.3 932.6
932.6932.4932.5932.3932.2
932.2
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932.6 932.5
932.7
932.8932.6
932.4
932.4932.7932.4932.0932.0 932.1 932.1 932.2 932.2932.3932.2 932.2 932.3 932.3931.6931.6931.6931.7931.7931.7931.7931.8931.8932.1932.1931.9932.2932.3932.3932.1932.1932.0931.8931.8931.8932.0932.5932.8933.0933.4933.5933.3932.9932.6933.9
933.7933.7933.6933.8933.5933.0932.5932.1931.9932.3932.5932.6932.5932.4932.5932.7931.4931.1930.5929.9929.3926.9927.9929.0930.1931.1931.2930.6928.5925.4922.8921.6921.6922.3924.7928.0930.4931.4931.0930.8929.7927.2925.0927.0929.2929.8929.8928.9927.3926.3925.2924.5924.2923.0922.2921.7921.7918.0918.5917.8918.1917.5917.9918.1932.18TC932.50TC932.51TC932.75TC932.42TCEND932.77TC932.61TC932.55TC932.5932.5932.07TC931.70TC932.71TC933.09TC933.2933.3933.4931.0931.4930.7931.4 931.4 931.4931.5931.4931.3931.6931.8932.0932.0933.2934.0FFE932.5 932.3
932.5932.4932.8
932.1932.2931.9932.28TC932.40TC932.67TC932.77TC933.2933
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0
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5
3060 60STORMWATERDETENTION AREAEXISTING BUILDINGFNDIP-17765FNDIP-17765FNDIP-17765FNDIP-PINCHS77°42'13"E2.05EXISTINGHOUSEEXISTINGGARAGE203020N35°23'06"E50.00RIM=930.50INV.=927.30(W)INV.=926.95(E)INV.=926.88(S)INV.=926.83(N)INV.=926.53(S)INV.=926.20(NW)OUTLETRIM=929.73INV.=921.07(NE)BOTTOM=920.9715" HDPEINV.=912.64INV.=925.38(E)INV.=925.27(W)926.83PVC-INV-15"15" HDPEINV.=925.44INV.=913.49 (PER PLAN)931.17CBTC931.23MHST 925.71HDPETOP932.26MHST-BURIED930.76MHST-BURIED
925.56HDPE-INV-15"924.39HDPE-INV-15"INV.=913.55932.70MHSAN932.45MHSAN932.19MHSAN916928 926 924 920922924926928930932
932932
932
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K CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTIONLIMITSCivil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060Hugo Gardens
HUGO, MINNESOTA
6008 VIRGINIA AVE, EDINA, MN 55424
HUGO GARDEN APARTMENTS LLC
PROJECT
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.02.21.2020ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:1929604.17.2020CITY RE-SUBMITTAL. .. .. .. .. .02.21.2020AMENDMENT TO PUDDRAWN BY:REVIEWED BY: KT, ND, JDPS. .. .. .. .. .. .. .4/17/2020 14:09:05COPYRIGHT CIVIL SITE GROUP INC.cREVISION SUMMARYDATEDESCRIPTIONC3.0SOUTH GRADING PLAN. .. .. .. .. .. .1.SEE SITE PLAN FOR HORIZONTAL LAYOUT & GENERAL GRADING NOTES.2.THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION (INCLUDINGBUT NOT LIMITED TO SITE PREPARATION, SOIL CORRECTION, EXCAVATION,EMBANKMENT, ETC.) IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'SSOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILSENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALLREQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER.3.GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITHTHE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMITREQUIREMENTS & PERMIT REQUIREMENTS OF THE CITY.4.PROPOSED SPOT GRADES ARE FLOW-LINE FINISHED GRADE ELEVATIONS, UNLESSOTHERWISE NOTED.5.GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1%MIN. AND 2% MAX. CROSS SLOPE, UNLESS OTHERWISE NOTED.6.PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THEDRAWINGS. MAXIMUM SLOPES IN MAINTAINED AREAS IS 4:17.PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALLTYPES GREATER THAN 4' IN HEIGHT SHALL BE DESIGNED AND ENGINEERED BY AREGISTERED RETAINING WALL ENGINEER. DESIGN DRAWINGS SHALL BE SUBMITTED FORREVIEW AND APPROVAL PRIOR TO CONSTRUCTION.8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKESTHROUGHOUT THE DURATION OF CONSTRUCTION TO ESTABLISH PROPER GRADES. THECONTRACTOR SHALL ALSO BE RESPONSIBLE FOR A FINAL FIELD CHECK OF FINISHEDGRADES ACCEPTABLE TO THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOPSOILAND SODDING ACTIVITIES.9.IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALLTRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THECONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE.10.EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED ANDSTOCKPILE IN AREAS DESIGNATED ON THE SITE. THE CONTRACTOR SHALL SALVAGEENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOILSHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYSAND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF ISTO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREAS WHERETURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 6 INCHES.11.FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLYGRADE AREAS WITHIN LIMITS OF GRADING, INCLUDING ADJACENT TRANSITION AREAS.PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITHUNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, ORBETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISHGRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS,TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED BY TRAFFIC ORERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREASDISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL ORBETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK.12.PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ONTHE STREET AND/OR PARKING AREA SUBGRADE. THE CONTRACTOR SHALL PROVIDE ALOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLINGSHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED INAREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINEWHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OFTHE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THEREQUIREMENTS OF THE SOILS ENGINEER. NO TEST ROLL SHALL OCCUR WITHIN 10' OFANY UNDERGROUND STORM RETENTION/DETENTION SYSTEMS.13. TOLERANCES13.1.THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BYMORE THAN 0.30 FOOT ABOVE, OR 0.30 FOOT BELOW, THE PRESCRIBED ELEVATIONAT ANY POINT WHERE MEASUREMENT IS MADE.13.2.THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALLNOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THEPRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE.13.3.AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOTABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BYTHE ENGINEER.13.4.TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIEDTHICKNESS.14.MAINTENANCE14.1.THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC ANDEROSION, AND KEEP AREA FREE OF TRASH AND DEBRIS.14.2.CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODEDAND RUTTED AREAS TO SPECIFIED TOLERANCES. DURING THE CONSTRUCTION, IFREQUIRED, AND DURING THE WARRANTY PERIOD, ERODED AREAS WHERE TURF ISTO BE ESTABLISHED SHALL BE RESEEDED AND MULCHED.14.3.WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENTCONSTRUCTION OPERATIONS OR ADVERSE WEATHER, CONTRACTOR SHALLSCARIFY, SURFACE, RESHAPE, AND COMPACT TO REQUIRED DENSITY PRIOR TOFURTHER CONSTRUCTION.GENERAL GRADING NOTES:1.0' CONTOUR ELEVATION INTERVALGRADING PLAN LEGEND:SPOT GRADE ELEVATION GUTTERSPOT GRADE ELEVATION TOP OF CURBSPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRSCITY OF HUGO GRADING NOTES:1.RESERVED FOR CITY SPECIFIC GRADING NOTES.SEE SWPPP ON SHEETS SW1.0-SW1.5EROSION CONTROL NOTES:01" = 40'-0"40'-0"20'-0"NKnow what'sbelow.before you dig.CallREX. 1' CONTOUR ELEVATION INTERVALSPOT GRADE ELEVATION (GUTTER/FLOW LINEUNLESS OTHERWISE NOTED)CURB AND GUTTER (T.O = TIP OUT)EMERGENCY OVERFLOWEOF=1135.52TOSPOT GRADE ELEVATION MATCH EXISTINGGRADE BREAK - HIGH POINTS
907.1915.8912.1916.1916.5916.0921.0922.5924.7926.2927.5927.4932.4932.4932.5932.3932.2
932.2 932.2 932.3 932.4
932.6 932.5
932.7 932.7 932.9 932.8
932.6
932.3
932.1 931.8 931.6 931.4
931.0931.0930.6929.1928.2926.6924.9925.3926.0927.3928.1929.2930.7931.0931.2931.5
932.4
933.2932.9
932.8932.6
932.4
932.4932.7932.4932.3932.2 932.2 932.3 932.3 932.3 932.2 931.8 931.1 930.5 930.1929.3929.0929.5930.2931.0931.3931.5931.6931.6931.6932.1932.1932.0931.8931.8931.8931.7931.4931.1930.2929.4927.7929.3930.4931.0931.3931.5931.5932.0932.5932.8933.0933.6933.8933.5933.0932.5932.1931.7931.0930.5925.3922.5923.2926.3927.7928.7929.8930.9931.9932.3932.5932.6932.5931.4931.1930.5929.9929.3928.3926.3923.9921.99
2
0
.
7
920
.
7921.3923.2925.5926.9927.9929.0930.1931.1930.6928.5925.4922.8921.6921.6922.3924.7928.0927.2925.0925.2924.5924.2923.0922.2921.7921.7922.
2
92
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.
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.
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2
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921.4923.9926.8928.7917.6916.7917.0917.1917.4917.5917.5918.3918.2918.6918.0918.5917.8918.1917.5917.9918.1912.3912.6911.8911.4911.7910.7909.2909.5909.4909.3927.4
927.8913.19MHSAN930.33SETIP932.52SETIP910912916 914912916920922924926928930
932
9
3
2
93093
0
928
926
924
92
2
920
91
8
9
1
6
9
1
4
912 912 9149
1
6
9
1
8
92
0
922
924926
928930Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060Hugo Gardens
HUGO, MINNESOTA
6008 VIRGINIA AVE, EDINA, MN 55424
HUGO GARDEN APARTMENTS LLC
PROJECT
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.02.21.2020ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:1929604.17.2020CITY RE-SUBMITTAL. .. .. .. .. .02.21.2020AMENDMENT TO PUDDRAWN BY:REVIEWED BY: KT, ND, JDPS. .. .. .. .. .. .. .4/17/2020 14:09:11COPYRIGHT CIVIL SITE GROUP INC.cREVISION SUMMARYDATEDESCRIPTIONC3.1CENTRALGRADING PLAN. .. .. .. .. .. .1.SEE SITE PLAN FOR HORIZONTAL LAYOUT & GENERAL GRADING NOTES.2.THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION(INCLUDING BUT NOT LIMITED TO SITE PREPARATION, SOIL CORRECTION,EXCAVATION, EMBANKMENT, ETC.) IN ACCORDANCE WITH THE REQUIREMENTS OFTHE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THEOWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FORCOORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILSENGINEER.3.GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCEWITH THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMITREQUIREMENTS & PERMIT REQUIREMENTS OF THE CITY.4.PROPOSED SPOT GRADES ARE FLOW-LINE FINISHED GRADE ELEVATIONS, UNLESSOTHERWISE NOTED.5.GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND1% MIN. AND 2% MAX. CROSS SLOPE, UNLESS OTHERWISE NOTED.6.PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ONTHE DRAWINGS. MAXIMUM SLOPES IN MAINTAINED AREAS IS 4:17.PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALLTYPES GREATER THAN 4' IN HEIGHT SHALL BE DESIGNED AND ENGINEERED BY AREGISTERED RETAINING WALL ENGINEER. DESIGN DRAWINGS SHALL BESUBMITTED FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKESTHROUGHOUT THE DURATION OF CONSTRUCTION TO ESTABLISH PROPER GRADES.THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR A FINAL FIELD CHECK OFFINISHED GRADES ACCEPTABLE TO THE ENGINEER/LANDSCAPE ARCHITECT PRIORTO TOPSOIL AND SODDING ACTIVITIES.9.IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALLTRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BYTHE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE.10.EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED ANDSTOCKPILE IN AREAS DESIGNATED ON THE SITE. THE CONTRACTOR SHALLSALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED.EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OFBUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALLSUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO AMINIMUM DEPTH OF 6 INCHES.11.FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLYGRADE AREAS WITHIN LIMITS OF GRADING, INCLUDING ADJACENT TRANSITIONAREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES,WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARESHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVEBEEN FINISH GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTIONOPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOMERUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THECORRECT GRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONSSHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THEREQUIREMENTS OF THE NEW WORK.12.PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIREDON THE STREET AND/OR PARKING AREA SUBGRADE. THE CONTRACTOR SHALLPROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THETEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALLBE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILSENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREAARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED INACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. NO TEST ROLLSHALL OCCUR WITHIN 10' OF ANY UNDERGROUND STORM RETENTION/DETENTIONSYSTEMS.13. TOLERANCES13.1.THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BYMORE THAN 0.30 FOOT ABOVE, OR 0.30 FOOT BELOW, THE PRESCRIBEDELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE.13.2.THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATIONSHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THEPRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE.13.3.AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTEDOTHERWISE BY THE ENGINEER.13.4.TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIEDTHICKNESS.14.MAINTENANCE14.1.THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFICAND EROSION, AND KEEP AREA FREE OF TRASH AND DEBRIS.14.2.CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED,ERODED AND RUTTED AREAS TO SPECIFIED TOLERANCES. DURING THECONSTRUCTION, IF REQUIRED, AND DURING THE WARRANTY PERIOD, ERODEDAREAS WHERE TURF IS TO BE ESTABLISHED SHALL BE RESEEDED ANDMULCHED.14.3.WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENTCONSTRUCTION OPERATIONS OR ADVERSE WEATHER, CONTRACTOR SHALLSCARIFY, SURFACE, RESHAPE, AND COMPACT TO REQUIRED DENSITY PRIORTO FURTHER CONSTRUCTION.GENERAL GRADING NOTES:1.0' CONTOUR ELEVATION INTERVALGRADING PLAN LEGEND:SPOT GRADE ELEVATION GUTTERSPOT GRADE ELEVATION TOP OF CURBSPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRS01" = 40'-0"40'-0"20'-0"NKnow what'sbelow.before you dig.CallREX. 1' CONTOUR ELEVATION INTERVALSPOT GRADE ELEVATION (GUTTER/FLOW LINEUNLESS OTHERWISE NOTED)CURB AND GUTTER (T.O = TIP OUT)EMERGENCY OVERFLOWEOF=1135.52TOSPOT GRADE ELEVATION MATCH EXISTINGGRADE BREAK - HIGH POINTS
FNDIP-17765FNDIP-41578913.37FNDIP-41578908.89FNDIP-17765911.42FNDIP-41578910.00FNDIP-41578910.52FNDIP-4157891
2
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6
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FN
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8 911.00FNDIP-41578911.63FNDIP-41578912.38FNDIP-41578912.50FNDIP-41578913.27FNDIP-41578906.04FNDIP-17765907.1908.5908.3908.0907.9907.6907.6908.0906.6906.4906.8906.8907.1907.3907.5914.2 914.8 914.5 914.0 913.9 914.7 915.9 916.3 916.0915.7916.7916.2909.9909.3909.8910.2910.4910.6910.2909.9909.8909.6908.5909.3909.7909.7909.9909.8911.1912.6913.1913.4907.1915.8912.1916.1907.58CMP-72-TOP
905.58CMP-72-TOP914.75TC 914.86TC 914.57TC 914.20TC914.49TC 913.90TC913.74TC 914.01TC913.80TC 914.83TC915.09TC 916.1 916.12TC915.81TC916.11TC915.79TC 916.2915.3914.88TC915.13TC914.07TC 913.84TC914.2914.4914.08TC913.75TC914.4914.8914.29TC 914.52TC 914.6914.92TC914.60TC915.0914.53TC 914.80TC 910.5910.2910.3909.6908.3908.3908.7909.3910.0908.9908.5910.3911.1910.9910.5909.4910.8909.9909.9909.4910.6910.8911.1910.7910.4911.1909.8910.2909.4909.3910.2910.7910.0910.7910.4909.4910.0909.5909.9910.4911.6909.8910.0910.4910.9910.8910.8909.3909.9909.5910.1913.0912.3912.6911.8910.4913.3912.8909.8908.7910.1910.6910.0911.4911.7910.7908.3907.4907.6907.5908.1908.6908.3908.9908.6908.8909.2909.5909.4909.3908.8908.8907.6908.6N19°14'56"E60.00N
5
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61.92914.25MHSTORM 913.52CBBC 913.67CBBC913.47CBBC913.78CBBC913.91MHSTORM 915.14MHSAN914.77MHSAN914.8915.0 915.8916.0 916.0
915.20MHSAN914.7 908 910910910910912914914914914
9109089
0
8
9
1
2
910910910908912910906908
9
1
6
9
1
4
91
2
9
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91
0
914Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060Hugo Gardens
HUGO, MINNESOTA
6008 VIRGINIA AVE, EDINA, MN 55424
HUGO GARDEN APARTMENTS LLC
PROJECT
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.02.21.2020ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:1929604.17.2020CITY RE-SUBMITTAL. .. .. .. .. .02.21.2020AMENDMENT TO PUDDRAWN BY:REVIEWED BY: KT, ND, JDPS. .. .. .. .. .. .. .4/17/2020 14:09:17COPYRIGHT CIVIL SITE GROUP INC.cREVISION SUMMARYDATEDESCRIPTIONC3.2NORTH GRADING PLAN. .. .. .. .. .. .1.SEE SITE PLAN FOR HORIZONTAL LAYOUT & GENERAL GRADING NOTES.2.THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION(INCLUDING BUT NOT LIMITED TO SITE PREPARATION, SOIL CORRECTION,EXCAVATION, EMBANKMENT, ETC.) IN ACCORDANCE WITH THE REQUIREMENTS OFTHE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THEOWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FORCOORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILSENGINEER.3.GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCEWITH THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMITREQUIREMENTS & PERMIT REQUIREMENTS OF THE CITY.4.PROPOSED SPOT GRADES ARE FLOW-LINE FINISHED GRADE ELEVATIONS, UNLESSOTHERWISE NOTED.5.GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND1% MIN. AND 2% MAX. CROSS SLOPE, UNLESS OTHERWISE NOTED.6.PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THEDRAWINGS. MAXIMUM SLOPES IN MAINTAINED AREAS IS 4:17.PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALLTYPES GREATER THAN 4' IN HEIGHT SHALL BE DESIGNED AND ENGINEERED BY AREGISTERED RETAINING WALL ENGINEER. DESIGN DRAWINGS SHALL BE SUBMITTEDFOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKESTHROUGHOUT THE DURATION OF CONSTRUCTION TO ESTABLISH PROPER GRADES.THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR A FINAL FIELD CHECK OFFINISHED GRADES ACCEPTABLE TO THE ENGINEER/LANDSCAPE ARCHITECT PRIORTO TOPSOIL AND SODDING ACTIVITIES.9.IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALLTRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BYTHE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE.10.EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED ANDSTOCKPILE IN AREAS DESIGNATED ON THE SITE. THE CONTRACTOR SHALL SALVAGEENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOILSHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYSAND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURFIS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREASWHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 6 INCHES.11.FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLYGRADE AREAS WITHIN LIMITS OF GRADING, INCLUDING ADJACENT TRANSITIONAREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES,WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARESHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVEBEEN FINISH GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTIONOPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOMERUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECTGRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BERESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THEREQUIREMENTS OF THE NEW WORK.12.PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIREDON THE STREET AND/OR PARKING AREA SUBGRADE. THE CONTRACTOR SHALLPROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THETEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BECOMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEERSHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA AREUNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED INACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. NO TEST ROLLSHALL OCCUR WITHIN 10' OF ANY UNDERGROUND STORM RETENTION/DETENTIONSYSTEMS.13. TOLERANCES13.1.THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BYMORE THAN 0.30 FOOT ABOVE, OR 0.30 FOOT BELOW, THE PRESCRIBEDELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE.13.2.THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATIONSHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THEPRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE.13.3.AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTEDOTHERWISE BY THE ENGINEER.13.4.TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIEDTHICKNESS.14.MAINTENANCE14.1.THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC ANDEROSION, AND KEEP AREA FREE OF TRASH AND DEBRIS.14.2.CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODEDAND RUTTED AREAS TO SPECIFIED TOLERANCES. DURING THE CONSTRUCTION,IF REQUIRED, AND DURING THE WARRANTY PERIOD, ERODED AREAS WHERETURF IS TO BE ESTABLISHED SHALL BE RESEEDED AND MULCHED.14.3.WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENTCONSTRUCTION OPERATIONS OR ADVERSE WEATHER, CONTRACTOR SHALLSCARIFY, SURFACE, RESHAPE, AND COMPACT TO REQUIRED DENSITY PRIOR TOFURTHER CONSTRUCTION.GENERAL GRADING NOTES:1.0' CONTOUR ELEVATION INTERVALGRADING PLAN LEGEND:SPOT GRADE ELEVATION GUTTERSPOT GRADE ELEVATION TOP OF CURBSPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRS01" = 40'-0"40'-0"20'-0"NKnow what'sbelow.before you dig.CallREX. 1' CONTOUR ELEVATION INTERVALSPOT GRADE ELEVATION (GUTTER/FLOW LINEUNLESS OTHERWISE NOTED)CURB AND GUTTER (T.O = TIP OUT)EMERGENCY OVERFLOWEOF=1135.52TOSPOT GRADE ELEVATION MATCH EXISTINGGRADE BREAK - HIGH POINTS
GELEC.SERVICE
FLAG POLE9003931.68TRAVIP932.3932.5932.5933.2933.3933.4931.0930.7931.4934.0FFE933.2933
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0
CO-
P
I
P
E932.86MHSTMSTORMWATERDETENTION AREAEXISTING BUILDINGFNDIP-17765FNDIP-17765FNDIP-17765FNDIP-PINCHS77°42'13"E2.05EXISTINGBUILDINGEXISTINGHOUSEEXISTINGGARAGERIM=930.50INV.=927.30(W)INV.=926.95(E)INV.=926.88(S)INV.=926.83(N)INV.=926.53(S)INV.=926.20(NW)OUTLETRIM=929.73INV.=921.07(NE)BOTTOM=920.9715" HDPEINV.=912.64INV.=925.38(E)INV.=925.27(W)926.83PVC-INV-15"15" HDPEINV.=925.44INV.=913.49 (PER PLAN)931.17CBTC931.23MHST 925.71HDPETOP932.26MHST-BURIED930.76MHST-BURIED
925.56HDPE-INV-15"924.39HDPE-INV-15"INV.=913.55932.70MHSAN932.26
MHSAN
932.45MHSAN932.19MHSANWETLANDCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTIONLIMITS4" COMBINED DIP WATERSERVICE AND VALVE, STUBTO WITHIN 5' FROMBUILDING, COORD. W/MECH'LMAKE WET TAP CONNECTIONTO EXISTING WATER MAIN,COORD. WITH CITYINSTALL GV, TYP.STUB SANITARY TO 5'FROM BUILDINGIE @ STUB=919.54COORD. W/MECH'L272 LF 8" PVC SDR26 SANITARYSERVICE @ 0.40%MAKE CONNECTION TOEXISTING SANITARYMANHOLEEX IE (W)=913.55(FIELD VERIFY)PROP IE (N)=913.65COORDINATE WITH CITY69 LF 8" PVC SDR26 SANITARYSERVICE @ 0.40%114 LF 8" PVC SDR26 SANITARYSERVICE @ 0.40%79 LF 8" PVC SDR26 SANITARYSERVICE @ 0.40%167 LF 8" PVC SDR26 SANITARYSERVICE @ 2.00%264 LF 8" PVC SDR26 SANITARYSERVICE @ 0.40%43 LF 8" PVC SDR26 SANITARYSERVICE @ 2.00%50 LF 8" PVC SDR26 SANITARYSERVICE @ 2.00%39 LF 8" PVC SDR26 SANITARYSERVICE @ 2.00%168 LF 8" PVC SDR26 SANITARYSERVICE @ 0.40%108 LF 8" PVC SDR26 SANITARYSERVICE @ 0.40%STUB SANITARY TO 5'FROM BUILDINGIE @ STUB=920.07COORD. W/MECH'LSTUB SANITARY TO 5'FROM BUILDINGIE @ STUB=919.28COORD. W/MECH'LSTUB SANITARY TO 5'FROM BUILDINGIE @ STUB=917.97COORD. W/MECH'LSAN MH 1RIM=931.55IE (S)=914.74IE (N)=914.84SAN MH 2RIM=931.50IE (S)=915.12IE (NW)=915.22SAN MH 3RIM=931.25IE (SE)=915.68IE (SW)=915.78IE (N)=915.78SAN MH 4RIM=931.70IE (NE)=916.10IE (S)=916.20IE (W)=916.20SAN MH 5RIM=930.55IE (E)=916.67IE (S)=916.77IE (W)=916.77STUB SANITARY TO 5'FROM BUILDINGIE @ STUB=917.55COORD. W/MECH'LSAN MH 6RIM=930.30IE (SE)=917.46IE (SW)=917.56SAN MH 7RIM=929.80IE (NE)=917.95IE (SW)=918.05SAN MH 8RIM=931.60IE (NE)=919.11IE (NW)=919.21SAN MH 10RIM=930.15IE (SE)=916.45IE (N)=916.55118 LF 8" PVC SDR26 SANITARYSERVICE @ 0.40%45 LF 8" PVC SDR26 SANITARYSERVICE @ 2.00%172 LF 8" PVC SDR26 SANITARYSERVICE @ 0.40%8"x8" SAN WYEIE=917.0797 LF 8" PVC SDR26 SANITARYSERVICE @ 0.40%8"x8" SAN WYEIE=918.288" DIP WATERMAIN8" DIP WATERMAIN8" DIP WATERMAIN8" DIPWATERMAINHYD. & GV,TYP.6"x8" TEE4" COMBINED DIPWATER SERVICE ANDVALVE, STUB TOWITHIN 5' FROMBUILDING, COORD.W/MECH'L4" COMBINED DIPWATER SERVICE ANDVALVE, STUB TOWITHIN 5' FROMBUILDING, COORD.W/MECH'LTO WITHIN 5' FROMBUILDING, COORD.W/MECH'L4" COMBINED DIPWATER SERVICEAND VALVE, STUBTO WITHIN 5' FROMBUILDING, COORD.W/MECH'L4" COMBINED DIPWATER SERVICEAND VALVE, STUBTO WITHIN 5' FROMBUILDING, COORD.W/MECH'LMAKE WET TAP CONNECTIONTO EXISTING WATER MAIN,COORD. WITH CITYINSTALL GV, TYP.HYD. & GV,TYP.6"x8" TEE6"x8" TEE4"x8" TEE,TYP.4"x8" TEE,TYP.Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060Hugo Gardens
HUGO, MINNESOTA
6008 VIRGINIA AVE, EDINA, MN 55424
HUGO GARDEN APARTMENTS LLC
PROJECT
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.02.21.2020ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:1929604.17.2020CITY RE-SUBMITTAL. .. .. .. .. .02.21.2020AMENDMENT TO PUDDRAWN BY:REVIEWED BY: KT, ND, JDPS. .. .. .. .. .. .. .4/17/2020 14:09:24COPYRIGHT CIVIL SITE GROUP INC.cREVISION SUMMARYDATEDESCRIPTIONC4.0SOUTH UTILITY PLAN -WATER & SANITARYSEWER. .. .. .. .. .. .GENERAL UTILITY NOTES:UTILITY LEGEND:CITY OF HUGO UTILITY NOTES:1.RESERVED FOR CITY SPECIFIC UTILITY NOTES.01" = 40'-0"40'-0"20'-0"NKnow what'sbelow.before you dig.CallRCATCH BASINGATE VALVE AND VALVE BOXSANITARY SEWERSTORM SEWERWATER MAINPROPOSED FIRE HYDRANTMANHOLEFES AND RIP RAP1. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT.2. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OFEXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THEENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS.3. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE.CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166)FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.4. UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF"STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINEINSTALLATION" AND "SANITARY SEWER AND STORM SEWERINSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATIONOF MINNESOTA (CEAM), AND SHALL CONFORM WITH THEREQUIREMENTS OF THE CITY AND THE PROJECT SPECIFICATIONS.5. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS ANDRE-USED OR PLACED AT THE DIRECTION OF THE OWNER.6. ALL WATER PIPE SHALL BE CLASS 52 DUCTILE IRON PIPE (DIP) AWWA C151, ASME B16.4, AWWA C110, AWWA C153 UNLESS OTHERWISE NOTED.7. ALL SANITARY SEWER SHALL BE SDR 26 POLYVINYL CHLORIDE (PVC)ASTM D3034 & F679, OR SCH 40 ASTM D1785, 2665, ASTM F794, 1866)UNLESS OTHERWISE NOTED.8. ALL STORM SEWER PIPE SHALL BE HDPE ASTM F714 & F2306 WITH ASTM D3212 SPEC FITTINGS UNLESS OTHERWISE NOTED.9. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OFSTRUCTURE OR TO END OF FLARED END SECTION.10. UTILITIES ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDINGFOOTPRINT. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FORTHE FINAL CONNECTION TO BUILDING LINES. COORDINATE WITHARCHITECTURAL AND MECHANICAL PLANS.11. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.15FEET PER DETAILS. RIM ELEVATIONS SHOWN ON THIS PLAN DO NOTREFLECT SUMPED ELEVATIONS.12. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OFCURB UNLESS OTHERWISE NOTED.13. HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCEWITH CITY REQUIREMENTS. HYDRANT EXTENSIONS ARE INCIDENTAL.14. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN,UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE REQUIRED TOMAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION TO SANITARY ORSTORM SEWER LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL.15. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OFHORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES, UNLESSOTHERWISE NOTED.16. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCEWITH CITY STANDARDS AND COORDINATED WITH THE CITY PRIOR TOCONSTRUCTION.17.CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE-DRILLED.18. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITHTHE MECHANICAL DRAWINGS.19. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATIONOF UTILITIES WITH ADJACENT CONTRACTORS AND CITY STAFF.20. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THEREQUIREMENTS OF THE CITY. ALL PAVEMENT CONNECTIONS SHALLBE SAWCUT. ALL TRAFFIC CONTROLS SHALL BE PROVIDED BY THECONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTSOF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROLDEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE BUT NOT BELIMITED TO SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS ASNEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALLTIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUTAPPROVAL BY THE CITY.21. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TOPROPOSED GRADES WHERE REQUIRED. THE REQUIREMENTS OF ALLOWNERS MUST BE COMPLIED WITH. STRUCTURES BEING RESET TOPAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFICLOADING.22. CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITYCOMPANIES.23. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATIONSERVICE TO UTILITIES. COORDINATE THE INSTALLATION OFIRRIGATION SLEEVES NECESSARY AS TO NOT IMPACT INSTALLATIONOF UTILITIES.24. CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUTCONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPONCOMPLETION OF WORK.25.ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BEGASTIGHT OR WATERTIGHT. APPROVED RESILIENT RUBBER JOINTSMUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES,CATCHBASINS, OR OTHER STRUCTURES.26.ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED INACCORDANCE WITH MN RULES, CHAPTER 4714, SECTION 1109.0.
9003931.68TRAVIP909.2909.5909.4909.3CENTERLINE TRAILC O
R
N
F
I
E
L
D
42" RCP
APPROXIMATE 12" DIP
WATERMAIN LOCATION
INV.=891.19
927.4
927.8913.19MHSAN42" RCP
WETLANDCONSTRUCTION LIMITSWETLANDWETLANDWETLANDCONSTRUCTION LIMITSCONSTRUCTIONLIMITS10' MAINTENANCE BENCHMAKE WET TAP CONNECTIONTO EXISTING WATER MAIN,COORD. WITH CITYINSTALL GV, TYP.114 LF 8" PVC SDR26 SANITARYSERVICE @ 0.40%79 LF 8" PVC SDR26 SANITARYSERVICE @ 0.40%23 LF 8" PVC SDR26 SANITARYSERVICE @ 2.00%31 LF 8" PVC SDR26 SANITARYSERVICE @ 2.00%168 LF 8" PVC SDR26 SANITARYSERVICE @ 0.40%107 LF 8" PVC SDR26 SANITARYSERVICE @ 0.40%80 LF 8" PVC SDR26 SANITARYSERVICE @ 0.40%108 LF 8" PVC SDR26 SANITARYSERVICE @ 0.40%STUB SANITARY TO 5'FROM BUILDINGIE @ STUB=919.28COORD. W/MECH'LSTUB SANITARY TO 5'FROM BUILDINGIE @ STUB=918.65COORD. W/MECH'LSTUB SANITARY TO 5'FROM BUILDINGIE @ STUB=918.49COORD. W/MECH'LSTUB SANITARY TO 5'FROM BUILDINGIE @ STUB=917.97COORD. W/MECH'LSAN MH 3RIM=931.25IE (SE)=915.68IE (SW)=915.78IE (N)=915.78SAN MH 6RIM=930.30IE (SE)=917.46IE (SW)=917.56SAN MH 10RIM=930.15IE (SE)=916.45IE (N)=916.55SAN MH 11RIM=928.95IE (S)=916.98IE (W)=917.08SAN MH 12RIM=929.00IE (E)=917.51IE (W)=917.61SAN MH 13RIM=929.00IE (E)=917.93IE (SW)=918.03IE (N)=918.03118 LF 8" PVC SDR26 SANITARYSERVICE @ 0.40%45 LF 8" PVC SDR26 SANITARYSERVICE @ 2.00%172 LF 8" PVC SDR26 SANITARYSERVICE @ 0.40%8"x8" SAN WYEIE=917.0797 LF 8" PVC SDR26 SANITARYSERVICE @ 0.40%8" DIP WATERMAIN8" DIP WATERMAIN8" DIPWATERMAINHYD. & GV,TYP.4" COMBINED DIPWATER SERVICE ANDVALVE, STUB TOWITHIN 5' FROMBUILDING, COORD.W/MECH'L4" COMBINED DIPWATER SERVICEAND VALVE, STUBTO WITHIN 5' FROMBUILDING, COORD.W/MECH'L4" COMBINED DIPWATER SERVICEAND VALVE, STUBTO WITHIN 5' FROMBUILDING, COORD.W/MECH'L4" COMBINED DIPHYD. & GV,TYP.8"x8" TEE8" DIP WATERMAINHYD. & GV,TYP.8"x8" TEE,TYP.Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060Hugo Gardens
HUGO, MINNESOTA
6008 VIRGINIA AVE, EDINA, MN 55424
HUGO GARDEN APARTMENTS LLC
PROJECT
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.02.21.2020ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:1929604.17.2020CITY RE-SUBMITTAL. .. .. .. .. .02.21.2020AMENDMENT TO PUDDRAWN BY:REVIEWED BY: KT, ND, JDPS. .. .. .. .. .. .. .4/17/2020 14:09:30COPYRIGHT CIVIL SITE GROUP INC.cREVISION SUMMARYDATEDESCRIPTIONC4.1CENTRAL UTILITY PLAN- WATER & SANITARYSEWER. .. .. .. .. .. .01" = 40'-0"40'-0"20'-0"NKnow what'sbelow.before you dig.CallRGENERAL UTILITY NOTES:UTILITY LEGEND:CATCH BASINGATE VALVE AND VALVE BOXSANITARY SEWERSTORM SEWERWATER MAINPROPOSED FIRE HYDRANTMANHOLEFES AND RIP RAP1. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT.2. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OFEXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THEENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS.3. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE.CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166)FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.4. UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF"STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINEINSTALLATION" AND "SANITARY SEWER AND STORM SEWERINSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATIONOF MINNESOTA (CEAM), AND SHALL CONFORM WITH THEREQUIREMENTS OF THE CITY AND THE PROJECT SPECIFICATIONS.5. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS ANDRE-USED OR PLACED AT THE DIRECTION OF THE OWNER.6. ALL WATER PIPE SHALL BE CLASS 52 DUCTILE IRON PIPE (DIP) AWWA C151, ASME B16.4, AWWA C110, AWWA C153 UNLESS OTHERWISE NOTED.7. ALL SANITARY SEWER SHALL BE SDR 26 POLYVINYL CHLORIDE (PVC)ASTM D3034 & F679, OR SCH 40 ASTM D1785, 2665, ASTM F794, 1866)UNLESS OTHERWISE NOTED.8. ALL STORM SEWER PIPE SHALL BE HDPE ASTM F714 & F2306 WITH ASTM D3212 SPEC FITTINGS UNLESS OTHERWISE NOTED.9. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OFSTRUCTURE OR TO END OF FLARED END SECTION.10. UTILITIES ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDINGFOOTPRINT. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FORTHE FINAL CONNECTION TO BUILDING LINES. COORDINATE WITHARCHITECTURAL AND MECHANICAL PLANS.11. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.15FEET PER DETAILS. RIM ELEVATIONS SHOWN ON THIS PLAN DO NOTREFLECT SUMPED ELEVATIONS.12. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OFCURB UNLESS OTHERWISE NOTED.13. HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCEWITH CITY REQUIREMENTS. HYDRANT EXTENSIONS ARE INCIDENTAL.14. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN,UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE REQUIRED TOMAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION TO SANITARY ORSTORM SEWER LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL.15. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OFHORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES, UNLESSOTHERWISE NOTED.16. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCEWITH CITY STANDARDS AND COORDINATED WITH THE CITY PRIOR TOCONSTRUCTION.17.CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE-DRILLED.18. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITHTHE MECHANICAL DRAWINGS.19. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATIONOF UTILITIES WITH ADJACENT CONTRACTORS AND CITY STAFF.20. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THEREQUIREMENTS OF THE CITY. ALL PAVEMENT CONNECTIONS SHALLBE SAWCUT. ALL TRAFFIC CONTROLS SHALL BE PROVIDED BY THECONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTSOF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROLDEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE BUT NOT BELIMITED TO SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS ASNEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALLTIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUTAPPROVAL BY THE CITY.21. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TOPROPOSED GRADES WHERE REQUIRED. THE REQUIREMENTS OF ALLOWNERS MUST BE COMPLIED WITH. STRUCTURES BEING RESET TOPAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFICLOADING.22. CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITYCOMPANIES.23. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATIONSERVICE TO UTILITIES. COORDINATE THE INSTALLATION OFIRRIGATION SLEEVES NECESSARY AS TO NOT IMPACT INSTALLATIONOF UTILITIES.24. CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUTCONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPONCOMPLETION OF WORK.25.ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BEGASTIGHT OR WATERTIGHT. APPROVED RESILIENT RUBBER JOINTSMUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES,CATCHBASINS, OR OTHER STRUCTURES.26.ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED INACCORDANCE WITH MN RULES, CHAPTER 4714, SECTION 1109.0.
907.1908.5908.3908.0907.9907.6907.6908.0906.6906.4906.8906.8907.1907.3907.5914.2 914.8 914.5 914.0 913.9 914.7 915.9 916.3 916.0915.7916.7907.58CMP-72-TOP
905.58CMP-72-TOP916.1914.4914.6TOP OF DITCH
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CENTERLINE TRAILWATERBOX WATERMANHOLECENTERLINE TRAIL914.25MHSTORM 913.52CBBC 913.67CBBC913.47CBBC913.78CBBC913.91MHSTORM INV.=897.45INV.=908.41G.L.=912.78INV.=908.38G.L.=912.92INV.=908.83RIM=912.81INV.=908.92RIM=913.13P
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915.14MHSAN914.77MHSAN914.8
TOP OF PIPE CRUSHEDINV.=891.31915.0 915.8916.0 916.0
915.20MHSAN914.7
913.19MHSAN10" PVC 10" PVC24" DIP15"RCP
WETLANDWETLANDWETLAND10' MAINTENANCE BENCHREGIONAL POND BASIN 1BOT=899.00NWL=904.00TOP/EOF=913.00MAX 4:1 SLOPE10' MAINTENANCE BENCH8" DIP WATERMAINMAKE WET TAP CONNECTIONTO EXISTING WATER MAIN,COORD. WITH CITYINSTALL GV, TYP.Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060Hugo Gardens
HUGO, MINNESOTA
6008 VIRGINIA AVE, EDINA, MN 55424
HUGO GARDEN APARTMENTS LLC
PROJECT
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.02.21.2020ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:1929604.17.2020CITY RE-SUBMITTAL. .. .. .. .. .02.21.2020AMENDMENT TO PUDDRAWN BY:REVIEWED BY: KT, ND, JDPS. .. .. .. .. .. .. .4/17/2020 14:09:36COPYRIGHT CIVIL SITE GROUP INC.cREVISION SUMMARYDATEDESCRIPTIONC4.2NORTH UTILITY PLAN -WATER & SANITARYSEWER. .. .. .. .. .. .01" = 40'-0"40'-0"20'-0"NKnow what'sbelow.before you dig.CallRGENERAL UTILITY NOTES:UTILITY LEGEND:CATCH BASINGATE VALVE AND VALVE BOXSANITARY SEWERSTORM SEWERWATER MAINPROPOSED FIRE HYDRANTMANHOLEFES AND RIP RAP1. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT.2. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OFEXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THEENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS.3. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE.CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166)FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.4. UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF"STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINEINSTALLATION" AND "SANITARY SEWER AND STORM SEWERINSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATIONOF MINNESOTA (CEAM), AND SHALL CONFORM WITH THEREQUIREMENTS OF THE CITY AND THE PROJECT SPECIFICATIONS.5. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS ANDRE-USED OR PLACED AT THE DIRECTION OF THE OWNER.6. ALL WATER PIPE SHALL BE CLASS 52 DUCTILE IRON PIPE (DIP) AWWA C151, ASME B16.4, AWWA C110, AWWA C153 UNLESS OTHERWISE NOTED.7. ALL SANITARY SEWER SHALL BE SDR 26 POLYVINYL CHLORIDE (PVC)ASTM D3034 & F679, OR SCH 40 ASTM D1785, 2665, ASTM F794, 1866)UNLESS OTHERWISE NOTED.8. ALL STORM SEWER PIPE SHALL BE HDPE ASTM F714 & F2306 WITH ASTM D3212 SPEC FITTINGS UNLESS OTHERWISE NOTED.9. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OFSTRUCTURE OR TO END OF FLARED END SECTION.10. UTILITIES ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDINGFOOTPRINT. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FORTHE FINAL CONNECTION TO BUILDING LINES. COORDINATE WITHARCHITECTURAL AND MECHANICAL PLANS.11. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.15FEET PER DETAILS. RIM ELEVATIONS SHOWN ON THIS PLAN DO NOTREFLECT SUMPED ELEVATIONS.12. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OFCURB UNLESS OTHERWISE NOTED.13. HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCEWITH CITY REQUIREMENTS. HYDRANT EXTENSIONS ARE INCIDENTAL.14. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN,UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE REQUIRED TOMAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION TO SANITARY ORSTORM SEWER LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL.15. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OFHORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES, UNLESSOTHERWISE NOTED.16. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCEWITH CITY STANDARDS AND COORDINATED WITH THE CITY PRIOR TOCONSTRUCTION.17.CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE-DRILLED.18. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITHTHE MECHANICAL DRAWINGS.19. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATIONOF UTILITIES WITH ADJACENT CONTRACTORS AND CITY STAFF.20. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THEREQUIREMENTS OF THE CITY. ALL PAVEMENT CONNECTIONS SHALLBE SAWCUT. ALL TRAFFIC CONTROLS SHALL BE PROVIDED BY THECONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTSOF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROLDEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE BUT NOT BELIMITED TO SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS ASNEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALLTIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUTAPPROVAL BY THE CITY.21. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TOPROPOSED GRADES WHERE REQUIRED. THE REQUIREMENTS OF ALLOWNERS MUST BE COMPLIED WITH. STRUCTURES BEING RESET TOPAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFICLOADING.22. CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITYCOMPANIES.23. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATIONSERVICE TO UTILITIES. COORDINATE THE INSTALLATION OFIRRIGATION SLEEVES NECESSARY AS TO NOT IMPACT INSTALLATIONOF UTILITIES.24. CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUTCONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPONCOMPLETION OF WORK.25.ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BEGASTIGHT OR WATERTIGHT. APPROVED RESILIENT RUBBER JOINTSMUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES,CATCHBASINS, OR OTHER STRUCTURES.26.ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED INACCORDANCE WITH MN RULES, CHAPTER 4714, SECTION 1109.0.
GELEC.SERVICE
FLAG POLE932.3932.5932.5933.2933.3933.4931.0930.7931.4934.0FFE933.2933
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0
CO-
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E932.86MHSTM25
25303060 60STORMWATERDETENTION AREAEXISTING BUILDINGFNDIP-17765FNDIP-17765FNDIP-17765FNDIP-PINCHS77°42'13"E2.05EXISTINGEXISTINGHOUSEEXISTINGGARAGE203020RIM=930.50INV.=927.30(W)INV.=926.95(E)INV.=926.88(S)INV.=926.83(N)INV.=926.53(S)INV.=926.20(NW)OUTLETRIM=929.73INV.=921.07(NE)BOTTOM=920.9715" HDPEINV.=912.64INV.=925.38(E)INV.=925.27(W)926.83PVC-INV-15"15" HDPEINV.=925.44INV.=913.49 (PER PLAN)931.17CBTC931.23MHST 925.71HDPETOP932.26MHST-BURIED930.76MHST-BURIED
925.56HDPE-INV-15"924.39HDPE-INV-15"INV.=913.55932.70MHSAN932.26
MHSAN
932.45MHSAN932.19MHSANWETLANDCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTIONLIMITSFES 1IE=919.37227 LF 15" HDPESTORM @ 0.41%106 LF 15" HDPESTORM @ 0.40%MH 2RIM=930.35IE=920.31MH 2CONSTRUCT OVEREXISTING STORMSEWER PIPERIM=932.00IE=±920.73(FIELD VERIFY)213 LF 18" HDPESTORM @ 1.00%27 LF 15" HDPESTORM @ 2.00%112 LF 12" HDPESTORM @ 0.50%244 LF 15" HDPESTORM @ 0.50%29 LF 18" HDPESTORM @ 1.00%144 LF 12" HDPESTORM @ 1.00%72 LF 15" HDPESTORM @ 2.00%180 LF 18" HDPESTORM @ 1.00%183 LF 15" HDPESTORM @ 1.00%18 LF 15" HDPESTORM @ 1.00%140 LF 15" HDPESTORM @ 1.00%51 LF 18" HDPESTORM @ 1.00%222 LF 18" HDPESTORM @ 1.00%IE (E)=920.88CBMH 25RIM=931.02IE (NW/SE)=922.61IE (W/E)=923.01CB 25ARIM=931.02IE=923.55CB 42RIM=930.64IE=926.64CB 31ARIM=929.12IE=924.14CBMH 32RIM=929.80IE=924.32MH 33RIM=931.36IE=924.83CBMH 34RIM=930.67IE=926.23CB 35RIM=930.67IE=926.41CB 36RIM=929.43IE=926.66CBMH 26RIM=931.01IE=924.41CBMH 27RIM=931.03IE(E)=924.70IE(SW)=924.90CBMH 28RIM=930.38IE(NE)=926.12IE(S)=926.32CB 29RIM=930.20IE=926.88CBMH 30RIM=928.78IE(S/N)=920.30IE(W)=920.9027 LF 12" HDPESTORM @ 1.00%MH 31RIM=930.20IE(N)=921.90IE(S)=922.10IE(E)=922.30IE (W)=922.50160 LF 21" HDPESTORM @ 1.00%121 LF 15" HDPESTORM @ 2.00%CBMH 40RIM=929.55IE=924.73CBMH 41RIM=930.64IE(N)=926.17IE(S)=926.3727 LF 12" HDPESTORM @ 1.00%77 LF 15" HDPESTORM @ 2.00%CB 25BRIM=930.41IE=924.55Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060Hugo Gardens
HUGO, MINNESOTA
6008 VIRGINIA AVE, EDINA, MN 55424
HUGO GARDEN APARTMENTS LLC
PROJECT
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.02.21.2020ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:1929604.17.2020CITY RE-SUBMITTAL. .. .. .. .. .02.21.2020AMENDMENT TO PUDDRAWN BY:REVIEWED BY: KT, ND, JDPS. .. .. .. .. .. .. .4/17/2020 14:09:42COPYRIGHT CIVIL SITE GROUP INC.cREVISION SUMMARYDATEDESCRIPTIONC4.3SOUTH UTILITYPLAN - STORMSEWER. .. .. .. .. .. .GENERAL UTILITY NOTES:UTILITY LEGEND:CITY OF HUGO UTILITY NOTES:1.RESERVED FOR CITY SPECIFIC UTILITY NOTES.01" = 40'-0"40'-0"20'-0"NKnow what'sbelow.before you dig.CallRCATCH BASINGATE VALVE AND VALVE BOXSANITARY SEWERSTORM SEWERWATER MAINPROPOSED FIRE HYDRANTMANHOLEFES AND RIP RAP1. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT.2. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OFEXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THEENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS.3. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE.CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166)FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.4. UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF"STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINEINSTALLATION" AND "SANITARY SEWER AND STORM SEWERINSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATIONOF MINNESOTA (CEAM), AND SHALL CONFORM WITH THEREQUIREMENTS OF THE CITY AND THE PROJECT SPECIFICATIONS.5. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS ANDRE-USED OR PLACED AT THE DIRECTION OF THE OWNER.6. ALL WATER PIPE SHALL BE CLASS 52 DUCTILE IRON PIPE (DIP) AWWA C151, ASME B16.4, AWWA C110, AWWA C153 UNLESS OTHERWISE NOTED.7. ALL SANITARY SEWER SHALL BE SDR 26 POLYVINYL CHLORIDE (PVC)ASTM D3034 & F679, OR SCH 40 ASTM D1785, 2665, ASTM F794, 1866)UNLESS OTHERWISE NOTED.8. ALL STORM SEWER PIPE SHALL BE HDPE ASTM F714 & F2306 WITH ASTM D3212 SPEC FITTINGS UNLESS OTHERWISE NOTED.9. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OFSTRUCTURE OR TO END OF FLARED END SECTION.10. UTILITIES ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDINGFOOTPRINT. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FORTHE FINAL CONNECTION TO BUILDING LINES. COORDINATE WITHARCHITECTURAL AND MECHANICAL PLANS.11. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.15FEET PER DETAILS. RIM ELEVATIONS SHOWN ON THIS PLAN DO NOTREFLECT SUMPED ELEVATIONS.12. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OFCURB UNLESS OTHERWISE NOTED.13. HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCEWITH CITY REQUIREMENTS. HYDRANT EXTENSIONS ARE INCIDENTAL.14. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN,UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE REQUIRED TOMAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION TO SANITARY ORSTORM SEWER LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL.15. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OFHORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES, UNLESSOTHERWISE NOTED.16. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCEWITH CITY STANDARDS AND COORDINATED WITH THE CITY PRIOR TOCONSTRUCTION.17.CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE-DRILLED.18. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITHTHE MECHANICAL DRAWINGS.19. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATIONOF UTILITIES WITH ADJACENT CONTRACTORS AND CITY STAFF.20. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THEREQUIREMENTS OF THE CITY. ALL PAVEMENT CONNECTIONS SHALLBE SAWCUT. ALL TRAFFIC CONTROLS SHALL BE PROVIDED BY THECONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTSOF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROLDEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE BUT NOT BELIMITED TO SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS ASNEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALLTIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUTAPPROVAL BY THE CITY.21. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TOPROPOSED GRADES WHERE REQUIRED. THE REQUIREMENTS OF ALLOWNERS MUST BE COMPLIED WITH. STRUCTURES BEING RESET TOPAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFICLOADING.22. CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITYCOMPANIES.23. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATIONSERVICE TO UTILITIES. COORDINATE THE INSTALLATION OFIRRIGATION SLEEVES NECESSARY AS TO NOT IMPACT INSTALLATIONOF UTILITIES.24. CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUTCONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPONCOMPLETION OF WORK.25.ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BEGASTIGHT OR WATERTIGHT. APPROVED RESILIENT RUBBER JOINTSMUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES,CATCHBASINS, OR OTHER STRUCTURES.26.ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED INACCORDANCE WITH MN RULES, CHAPTER 4714, SECTION 1109.0.
907.1915.8912.1916.1916.5916.0921.0922.5924.7926.2927.5927.4909.2909.5909.4909.3CENTERLINE TRAILC O
R
N
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42" RCP
APPROXIMATE 12" DIP
WATERMAIN LOCATION
INV.=891.19
927.4
927.8913.19MHSAN42" RCP
WETLANDCONSTRUCTION LIMITSWETLANDWETLANDWETLANDCONSTRUCTION LIMITSCONSTRUCTIONLIMITS10' MAINTENANCE BENCHFES 1IE=919.37227 LF 15" HDPESTORM @ 0.41%28 LF 15" HDPESTORM @ 1.00%243 LF 18" HDPESTORM @ 1.00%27 LF 12" HDPESTORM @ 2.00%581 LF 30" RCPSTORM @ 0.00%213 LF 18" HDPESTORM @ 1.00%27 LF 15" HDPESTORM @ 2.00%144 LF 12" HDPESTORM @ 1.00%72 LF 15" HDPESTORM @ 2.00%180 LF 18" HDPESTORM @ 1.00%18 LF 15" HDPESTORM @ 1.00%222 LF 18" HDPESTORM @ 1.00%CBMH 23RIM=926.52IE (S)=922.91IE (N/E)=923.11CB 24RIM=926.46IE=923.39CBMH 22RIM=929.11IE (W)=920.28IE (N/S)=920.48IE (E)=920.88CBMH 16ARIM=929.07IE=921.42CBMH 20DROPPEDSTRUCTURERIM=929.24IE(E)=918.34IE(W)=903.00CBMH 25RIM=931.02IE (NW/SE)=922.61IE (W/E)=923.01CB 25ARIM=931.02IE=923.55CB 31ARIM=929.12IE=924.14CBMH 34RIM=930.67IE=926.23DAYLIGHTEQUALIZER PIPEIE=903.0098 LF 24" HDPESTORM @ 1.00%CBMH 21RIM=928.92IE(W)=919.32IE(S/E)=919.52CBMH 30RIM=928.78IE(S/N)=920.30IE(W)=920.90CBMH 30ARIM=928.78IE=921.1727 LF 12" HDPESTORM @ 1.00%MH 31RIM=930.20IE(N)=921.90IE(S)=922.10IE(E)=922.30IE (W)=922.50160 LF 21" HDPESTORM @ 1.00%121 LF 15" HDPESTORM @ 2.00%78 LF 21" HDPESTORM @ 1.00%CBMH 40RIM=929.55IE=924.73CBMH 41RIM=930.64IE(N)=926.17IE(S)=926.3776 LF 21" HDPESTORM @ 1.00%77 LF 15" HDPESTORM @ 2.00%Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060Hugo Gardens
HUGO, MINNESOTA
6008 VIRGINIA AVE, EDINA, MN 55424
HUGO GARDEN APARTMENTS LLC
PROJECT
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.02.21.2020ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:1929604.17.2020CITY RE-SUBMITTAL. .. .. .. .. .02.21.2020AMENDMENT TO PUDDRAWN BY:REVIEWED BY: KT, ND, JDPS. .. .. .. .. .. .. .4/17/2020 14:09:48COPYRIGHT CIVIL SITE GROUP INC.cREVISION SUMMARYDATEDESCRIPTIONC4.4CENTRAL UTILITYPLAN - STORMSEWER. .. .. .. .. .. .01" = 40'-0"40'-0"20'-0"NKnow what'sbelow.before you dig.CallRGENERAL UTILITY NOTES:UTILITY LEGEND:CATCH BASINGATE VALVE AND VALVE BOXSANITARY SEWERSTORM SEWERWATER MAINPROPOSED FIRE HYDRANTMANHOLEFES AND RIP RAP1. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT.2. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OFEXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THEENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS.3. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE.CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166)FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.4. UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF"STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINEINSTALLATION" AND "SANITARY SEWER AND STORM SEWERINSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATIONOF MINNESOTA (CEAM), AND SHALL CONFORM WITH THEREQUIREMENTS OF THE CITY AND THE PROJECT SPECIFICATIONS.5. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS ANDRE-USED OR PLACED AT THE DIRECTION OF THE OWNER.6. ALL WATER PIPE SHALL BE CLASS 52 DUCTILE IRON PIPE (DIP) AWWA C151, ASME B16.4, AWWA C110, AWWA C153 UNLESS OTHERWISE NOTED.7. ALL SANITARY SEWER SHALL BE SDR 26 POLYVINYL CHLORIDE (PVC)ASTM D3034 & F679, OR SCH 40 ASTM D1785, 2665, ASTM F794, 1866)UNLESS OTHERWISE NOTED.8. ALL STORM SEWER PIPE SHALL BE HDPE ASTM F714 & F2306 WITH ASTM D3212 SPEC FITTINGS UNLESS OTHERWISE NOTED.9. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OFSTRUCTURE OR TO END OF FLARED END SECTION.10. UTILITIES ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDINGFOOTPRINT. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FORTHE FINAL CONNECTION TO BUILDING LINES. COORDINATE WITHARCHITECTURAL AND MECHANICAL PLANS.11. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.15FEET PER DETAILS. RIM ELEVATIONS SHOWN ON THIS PLAN DO NOTREFLECT SUMPED ELEVATIONS.12. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OFCURB UNLESS OTHERWISE NOTED.13. HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCEWITH CITY REQUIREMENTS. HYDRANT EXTENSIONS ARE INCIDENTAL.14. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN,UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE REQUIRED TOMAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION TO SANITARY ORSTORM SEWER LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL.15. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OFHORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES, UNLESSOTHERWISE NOTED.16. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCEWITH CITY STANDARDS AND COORDINATED WITH THE CITY PRIOR TOCONSTRUCTION.17.CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE-DRILLED.18. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITHTHE MECHANICAL DRAWINGS.19. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATIONOF UTILITIES WITH ADJACENT CONTRACTORS AND CITY STAFF.20. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THEREQUIREMENTS OF THE CITY. ALL PAVEMENT CONNECTIONS SHALLBE SAWCUT. ALL TRAFFIC CONTROLS SHALL BE PROVIDED BY THECONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTSOF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROLDEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE BUT NOT BELIMITED TO SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS ASNEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALLTIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUTAPPROVAL BY THE CITY.21. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TOPROPOSED GRADES WHERE REQUIRED. THE REQUIREMENTS OF ALLOWNERS MUST BE COMPLIED WITH. STRUCTURES BEING RESET TOPAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFICLOADING.22. CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITYCOMPANIES.23. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATIONSERVICE TO UTILITIES. COORDINATE THE INSTALLATION OFIRRIGATION SLEEVES NECESSARY AS TO NOT IMPACT INSTALLATIONOF UTILITIES.24. CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUTCONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPONCOMPLETION OF WORK.25.ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BEGASTIGHT OR WATERTIGHT. APPROVED RESILIENT RUBBER JOINTSMUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES,CATCHBASINS, OR OTHER STRUCTURES.26.ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED INACCORDANCE WITH MN RULES, CHAPTER 4714, SECTION 1109.0.
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CENTERLINE TRAILWATERBOX WATERMANHOLECENTERLINE TRAIL914.25MHSTORM 913.52CBBC 913.67CBBC913.47CBBC913.78CBBC913.91MHSTORM INV.=897.45INV.=908.41G.L.=912.78INV.=908.38G.L.=912.92INV.=908.83RIM=912.81INV.=908.92RIM=913.13P
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WETLANDWETLANDWETLANDREGIONAL POND BASIN 2BOT=900.00NWL=905.00OUTLET=907.00TOP/EOF=908.50100-YR HWL=908.25VOL=(905.00-907.00)=45,000 CFMAX 4:1 SLOPE10' MAINTENANCE BENCHREGIONAL POND BASIN 1BOT=899.00NWL=904.00TOP/EOF=913.00MAX 4:1 SLOPE10' MAINTENANCE BENCH112 LF 72" CMPCULVERTIE=905.95FES 50IE=906.0027 LF 18 HDPESTORM @ 2.00%CB 52RIM=913.76IE=907.24CBMH 23RIM=926.52IE (S)=922.91IE (N/E)=923.11OUTLET DEVICE TODISCHARGE TOEXISTING STORMSEWER TO BEDESIGNED AT ALATER DATE.RIM=907.00MAX DISCHARGERATE=2.27CFSDAYLIGHTEQUALIZER PIPEIE=903.00200 LF 15" RCPSTORM @ 0.50%CONNECT TO EXISTINGCBMH, FIELD VERIFYELEVATIONS PRIOR TOCONSTRUCTION, TYP.CBMH 51RIM=913.76IE=906.7035 LF 18 HDPESTORM @ 2.00%Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060Hugo Gardens
HUGO, MINNESOTA
6008 VIRGINIA AVE, EDINA, MN 55424
HUGO GARDEN APARTMENTS LLC
PROJECT
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.02.21.2020ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:1929604.17.2020CITY RE-SUBMITTAL. .. .. .. .. .02.21.2020AMENDMENT TO PUDDRAWN BY:REVIEWED BY: KT, ND, JDPS. .. .. .. .. .. .. .4/17/2020 14:09:54COPYRIGHT CIVIL SITE GROUP INC.cREVISION SUMMARYDATEDESCRIPTIONC4.5NORTH UTILITY PLAN -WATER & STORMSEWER. .. .. .. .. .. .01" = 40'-0"40'-0"20'-0"NKnow what'sbelow.before you dig.CallRGENERAL UTILITY NOTES:UTILITY LEGEND:CATCH BASINGATE VALVE AND VALVE BOXSANITARY SEWERSTORM SEWERWATER MAINPROPOSED FIRE HYDRANTMANHOLEFES AND RIP RAP1. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT.2. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OFEXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THEENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS.3. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE.CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166)FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.4. UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF"STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINEINSTALLATION" AND "SANITARY SEWER AND STORM SEWERINSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATIONOF MINNESOTA (CEAM), AND SHALL CONFORM WITH THEREQUIREMENTS OF THE CITY AND THE PROJECT SPECIFICATIONS.5. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS ANDRE-USED OR PLACED AT THE DIRECTION OF THE OWNER.6. ALL WATER PIPE SHALL BE CLASS 52 DUCTILE IRON PIPE (DIP) AWWA C151, ASME B16.4, AWWA C110, AWWA C153 UNLESS OTHERWISE NOTED.7. ALL SANITARY SEWER SHALL BE SDR 26 POLYVINYL CHLORIDE (PVC)ASTM D3034 & F679, OR SCH 40 ASTM D1785, 2665, ASTM F794, 1866)UNLESS OTHERWISE NOTED.8. ALL STORM SEWER PIPE SHALL BE HDPE ASTM F714 & F2306 WITH ASTM D3212 SPEC FITTINGS UNLESS OTHERWISE NOTED.9. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OFSTRUCTURE OR TO END OF FLARED END SECTION.10. UTILITIES ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDINGFOOTPRINT. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FORTHE FINAL CONNECTION TO BUILDING LINES. COORDINATE WITHARCHITECTURAL AND MECHANICAL PLANS.11. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.15FEET PER DETAILS. RIM ELEVATIONS SHOWN ON THIS PLAN DO NOTREFLECT SUMPED ELEVATIONS.12. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OFCURB UNLESS OTHERWISE NOTED.13. HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCEWITH CITY REQUIREMENTS. HYDRANT EXTENSIONS ARE INCIDENTAL.14. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN,UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE REQUIRED TOMAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION TO SANITARY ORSTORM SEWER LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL.15. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OFHORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES, UNLESSOTHERWISE NOTED.16. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCEWITH CITY STANDARDS AND COORDINATED WITH THE CITY PRIOR TOCONSTRUCTION.17.CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE-DRILLED.18. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITHTHE MECHANICAL DRAWINGS.19. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATIONOF UTILITIES WITH ADJACENT CONTRACTORS AND CITY STAFF.20. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THEREQUIREMENTS OF THE CITY. ALL PAVEMENT CONNECTIONS SHALLBE SAWCUT. ALL TRAFFIC CONTROLS SHALL BE PROVIDED BY THECONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTSOF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROLDEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE BUT NOT BELIMITED TO SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS ASNEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALLTIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUTAPPROVAL BY THE CITY.21. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TOPROPOSED GRADES WHERE REQUIRED. THE REQUIREMENTS OF ALLOWNERS MUST BE COMPLIED WITH. STRUCTURES BEING RESET TOPAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFICLOADING.22. CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITYCOMPANIES.23. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATIONSERVICE TO UTILITIES. COORDINATE THE INSTALLATION OFIRRIGATION SLEEVES NECESSARY AS TO NOT IMPACT INSTALLATIONOF UTILITIES.24. CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUTCONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPONCOMPLETION OF WORK.25.ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BEGASTIGHT OR WATERTIGHT. APPROVED RESILIENT RUBBER JOINTSMUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES,CATCHBASINS, OR OTHER STRUCTURES.26.ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED INACCORDANCE WITH MN RULES, CHAPTER 4714, SECTION 1109.0.
Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060Hugo Gardens
HUGO, MINNESOTA
6008 VIRGINIA AVE, EDINA, MN 55424
HUGO GARDEN APARTMENTS LLC
PROJECT
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.02.21.2020ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:1929604.17.2020CITY RE-SUBMITTAL. .. .. .. .. .02.21.2020AMENDMENT TO PUDDRAWN BY:REVIEWED BY: KT, ND, JDPS. .. .. .. .. .. .. .4/17/2020 14:09:58COPYRIGHT CIVIL SITE GROUP INC.cREVISION SUMMARYDATEDESCRIPTIONC5.0CIVIL DETAILS. .. .. .. .. .. .NOTE:SECTION IS FORBIDDING PURPOSESONLY. REFER TOGEOTECH FORFINAL PAVEMENTSECTION.LIGHT DUTY BITUMINOUS PAVEMENTx" CLASS 5 AGGREGATESUBBASE (MNDOT 3138)x" BASE COURSE (MNDOT 2360 - SPNWB330B)TACK COAT (MNDOT 2357)x" WEAR COURSE (MNDOT 2360 - SPWEA340B)COMPACTED SUBGRADE (100% OF STANDARDPROCTOR MAXIMUM DRY DENSITY)N T SNOTE:SECTION IS FORBIDDING PURPOSESONLY. REFER TOGEOTECH FORFINAL PAVEMENTSECTION.2FINISHED GRADE12"HEIGHT VARIES FINISHED GRADELIMIT OF EXCAVATION
6"RETAINING WALLFACE OF RETAINNG WALL AT EXTERIORSTAIR SHALL BE FINISHED ON ALL SIDESOF WALL.N T SFENCE OR RAILING - INSTALL PER PERMANUF. SPECS. SHOP DRAWINGS REQUIRED8" MIN. LOW PERMEABLE SOIL ASSPECIFIEDIF SHOWN ON PLAN, LANDSCAPE EDGERAND MULCH (6" O.C. FROM RAIL)CAP BLOCK WITH 34" OVERHANG FROMFACE OF WALL-2 BEADS OF ADHESIVEPER MANUFACTURERSRECOMMENDATIONSTW, TYPMODULAR BLOCK RETAINING WALL UNITAS SPECIFIED (TYP.)GEOGRID REINFORCEMENT ASSPECIFIED- VERIFY LENGTH WITHENGINEER12" WIDE DRAINAGE LAYER- 34" DIA.STONE95% COMPACTED BACKFILL SOILIN 6" LIFTS4" DIA. PERFORATED PIPE WITH FILTERSOCK (SLOPE TO OUTLET)BW, TYPMATERIALS VARYSEE PLANS6" MIN. COMPACTED LEVELING PADCOMPACTED SUBGRADENOTES:1. THESE SECTIONS ARE FOR ESTIMATING PURPOSES ONLY. CONTRACTOR TO SUBMIT TO LANDSCAPE ARCHITECT CERTIFIEDDRAWING BY A MINNESOTA PROFESSIONAL ENGINEER ON STAFF WITH RETAINING WALL MANUFACTURE PRIOR TO WALLINSTALLATION. PREPARATION AND CERTIFICATION TO BE PAID FOR BY THE CONTRACTOR. SECTION AND ELEVATION OFEACH WALL REQUIRED.2. ALL SOIL PARAMETERS SHALL BE VERIFIED BY A GEOTECHNICAL CONSULTANT OR SITE ENGINEER PRIOR TOCONSTRUCTION. IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE ASSUMED, NOTIFY MANUFACTURER OF C.M.U.RETAINING WALL 72 HOURS PRIOR TO INSTALLATION.3.4. RAILING IS REQUIRED ON RETAINING WALLS IN LOCATIONS WHERE DIFFERENCES IN GRADE ON EITHER SIDE OF THE WALLARE IN EXCESS OF 2.5' AND ARE LOCATED CLOSER THAN 4' TO A WALK, PATH, PARKING AREA, OR DRIVE ACCESS ON THEHIGH SIDE-SEE PLANS.5. COORDINATE LOCATION AND INSTALLATION OF RAILING POSTS AND FOOTINGS DURING THE INSTALLATION OF WALLMATERIALS.6. COORDINATE INSTALLATION OF RAIL POSTS AND FOOTINGS WITH INSTALLATION AND LOCATION OF GEOGRIDREINFORCEMENT. AT NO POINT THROUGHOUT THE DURATION OF THE CONTRACT SHALL CONTRACTOR ALTER THEINTEGRITY OF THE GEOGRID OR WALL MATERIALS.7. AIR DRIVE RAILING FOOTINGS AS SPECIFIED AND IN A MANNER TO NOT DISTURB THE WALL GEOGRID AS RECOMMENDED BYTHE WALL MANUFACTURER. COORDINATE INSTALLATION AND SCHEDULING OF RAILING FOOTING WITH WALLMANUFACTURER TO OBSERVE INSTALLATION OF RAILING FOOTINGS.31HEAVY DUTY BITUMINOUS PAVEMENTx" CLASS 5 AGGREGATESUBBASE (MNDOT 3138)x" BASE COURSE (MNDOT 2360 - SPNWB330B)TACK COAT (MNDOT 2357)x" WEAR COURSE (MNDOT 2360 - SPWEA340B)COMPACTED SUBGRADE (100% OF STANDARDPROCTOR MAXIMUM DRY DENSITY)N T S
Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060Hugo Gardens
HUGO, MINNESOTA
6008 VIRGINIA AVE, EDINA, MN 55424
HUGO GARDEN APARTMENTS LLC
PROJECT
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.02.21.2020ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:1929604.17.2020CITY RE-SUBMITTAL. .. .. .. .. .02.21.2020AMENDMENT TO PUDDRAWN BY:REVIEWED BY: KT, ND, JDPS. .. .. .. .. .. .. .4/17/2020 14:10:00COPYRIGHT CIVIL SITE GROUP INC.cREVISION SUMMARYDATEDESCRIPTIONC5.1CIVIL DETAILS. .. .. .. .. .. .PIPE BEDDING - RCP & DIPN T S1PIPE BEDDING - PVCN T S26"
PROVIDE INSULATION PER PLAN
FIELD VERIFY DEPTH
6"
4"
6" (MIN.)NOTES:1. INSULATION BOARD TO BE CLOSED CELL. EXTRUDED POLYSTYRENE FOAM MEETINGASTM 578, TYPE VI, 40PSI COMPRESSING STRENGTH (ASTM D1621) 0.1%MAX. WATERABSORPTION (ASTM C272).2. BACKFILL MATERIAL AROUND INSULATION MUST BE FINE SAND FREE FROM ROOT,ORGANIC MATERIAL, OR OTHER INJURIOUS MATERIALS.3. OVERLAP ALL INSULATION BOARD JOINTS.6UTILITY PIPE INSULATION DETAILN T S1'-6" (MIN)PIPE BEDDINGMATERIALBACKFILL MATERIALFINE SAND (FA7)MIN. 2' WIDE BY 4" THICKINSULATION BOARD(USE 2-2" THICKBOARDS). MASTIC ALLJOINTSEXTEND INSULATIONBOARD DOWNSIDES TO 7.5' DEPTH.FINISH GRADEDI
A DIA + 3'UTILITY PIPE
Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060Hugo Gardens
HUGO, MINNESOTA
6008 VIRGINIA AVE, EDINA, MN 55424
HUGO GARDEN APARTMENTS LLC
PROJECT
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.02.21.2020ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:1929604.17.2020CITY RE-SUBMITTAL. .. .. .. .. .02.21.2020AMENDMENT TO PUDDRAWN BY:REVIEWED BY: KT, ND, JDPS. .. .. .. .. .. .. .4/17/2020 14:10:04COPYRIGHT CIVIL SITE GROUP INC.cREVISION SUMMARYDATEDESCRIPTIONC5.2CIVIL DETAILS. .. .. .. .. .. .CATCH BASIN/MANHOLE/RISERREMARKSCASTING SCHEDULENOTE:1.CASTINGS SHALL BE NEENAH FOUNDRY CASTINGS OR APPROVED EQUIVALENT.2.CASTINGS SHALL BE STAMPED WITH APPROPRIATE UTILITY NAME ("STORM SEWER", "SANITARY SEWER")CASTING SCHEDULEN T SGRATE TYPE(NEENAH)STORM CURB INLETR-306710, 22, 30-31, 41-42 STORM AREA DRAIN INLETR-250120-21STORM MANHOLER-164240, 431
Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060Hugo Gardens
HUGO, MINNESOTA
6008 VIRGINIA AVE, EDINA, MN 55424
HUGO GARDEN APARTMENTS LLC
PROJECT
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.02.21.2020ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:1929604.17.2020CITY RE-SUBMITTAL. .. .. .. .. .02.21.2020AMENDMENT TO PUDDRAWN BY:REVIEWED BY: KT, ND, JDPS. .. .. .. .. .. .. .4/17/2020 14:10:14COPYRIGHT CIVIL SITE GROUP INC.cREVISION SUMMARYDATEDESCRIPTIONC5.3CIVIL DETAILS. .. .. .. .. .. .
ELEC.SERVICE
FLAG POLE934.0FFE933
.
0
CO-
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E STORMWATERDETENTION AREAEXISTING BUILDINGEXISTINGGARAGE926.83PVC-INV-15"932.52SETIP932.41SETIPWETLAND3-CS3-BS10-WP5-CS5-BS8-BS8-WP8-CS2-BS18-WP3-BS5-BS6-BS7-SM7-RM6-HA3-KC2-KC2-KC2-GI2-GI2-GI2-GI1-HA1-HA1-HA1-HA1-HA5-SW6-SW15-SM11-RM1-SM1-RM2 - PC2-TH2 - PC2-TH2-TH2-TH2 - PC2 - PC2-SS2-SS3-APC8-SMD14-TAY5-APC4-CSC8-SMD5-CSC3-APC8-SMD14-TAY5-APC4-CSC8-SMD5-CSC4-CSC8-SMD14-TAY3-APC5-CSC8-SMD4-CSC3-APC8-CSC8-SMD14-TAY3-APC4-CSC8-SMD5-CSC3-APC5-KFG8-PMD5-DKL4-KFG14-MEJ8-PMD3-DKL15-KFG8-PMD3-DKL4-KFG14-MEJ8-PMD3-DKL5-KFG8-PMD3-DKL8-KFG4-KFG14-MEJ8-PMD3-DKL5-KFG8-PMD3-DKLROCKMULCH, TYP.ROCKMULCH, TYP.5-KFG14-MEJ8-PMD3-DKL4-KFG8-PMD5-DKL4-KFG4-GI4-CS8-CSC4-CSC8-KFG8-KFG8-CSC8-KFG8-KFG8-CSC12-KFG4-CSC8-KFG8-CSC8-KFG8-SMD14-TAY5-APC4-CSC8-SMD5-CSC3-APC18-KFG14-MEJ5-PMD3-DKL19-KFG4-PMD3-DKL4-CSC8-KFG8-CSC8-KFGROCKMULCH, TYP.ROCKMULCH, TYP.ROCKMULCH, TYP.ROCKMULCH, TYP. TYP.SOD, TYP.SOD, TYP.SOD, TYP.REVISION SUMMARYDATEDESCRIPTIONL1.0SOUTH LANDSCAPEPLAN. .. .. .. .. .. .Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060Hugo Gardens
HUGO, MINNESOTA
6008 VIRGINIA AVE, EDINA, MN 55424
HUGO GARDEN APARTMENTS LLC
PROJECT
24904Patrick J. SarverLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.02.21.2020ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:1929604.17.2020CITY RE-SUBMITTAL. .. .. .. .. .02.21.2020AMENDMENT TO PUDDRAWN BY:REVIEWED BY: KT, ND, JDPS. .. .. .. .. .. .. .4/17/2020 14:10:20COPYRIGHT CIVIL SITE GROUP INC.c01" = 40'-0"40'-0"20'-0"NKnow what'sbelow.before you dig.CallRPLANT SCHEDULE - ENTIRE SITESYMQUANT.TOTALCOMMON NAMEBOTANICAL NAMESIZEROOTCOMMENTSDECIDUOUS TREESRM19NORTHWOOD RED MAPLE*Acer rubrum 'Northwood'3" CAL.B&BSTRAIGHT LEADER. FULL FORMSM23SUGAR MAPLEAcer saccharum3" CAL.B&BSTRAIGHT LEADER. FULL FORMHA12COMMON HACKBERRYCeltis occidentalis3" CAL.B&BKC15ESPRESSO KENTUCKY COFFEETREEGymnocladus dioicus 'Espresso'3" CAL.B&BSW25SWAMP WHITE OAKQuercus bicolor3" CAL.B&BGI16AUTUMN GOLD GINKOGinko Bilboa 'Autumn Gold'3" CAL.B&BEVERGREEN TREESBS47BLACK HILLS SPRUCEPicea glauca 'Densata'6' ht.B&BSTRAIGHT LEADER. FULL FORMCS37COLORADO SPRUCEPicea pungens6' ht.B&BSTRAIGHT LEADER. FULL FORMWP35WHITE PINEPinus strobus6' ht.B&BORNAMENTAL TREESMalus 'Spring Snow'1.5" CAL.B&BSTRAIGHT LEADER. FULL FORMPC8PRAIRIEFIRE FLOWERING CRABMalus 'Prairiefire'1.5" CAL.B&BSTRAIGHT LEADER. FULL FORMSS8SPRING SNOW FLOWERING CRABMalus 'Spring Snow'1.5" CAL.B&BSTRAIGHT LEADER. FULL FORMTH8THORNLESS HAWTHORNCrataegus crus-galli 'Inermis'1.5" CAL.B&BSTRAIGHT LEADER. FULL FORMSE4AUTUMN BRILLIANCE SERVICEBERRYAmelanchier x grandiflora 'Autumn Brilliance(tree form)'1.5" CAL.B&BSHRUBS - CONIFEROUS & EVERGREENMEJ98MEDORA JUNIPERJuniperus scopulorum 'Medora'36" HT.CONT.APC50ALPINE CURRANTRibes alpinum24" HT.CONT.TAY98TAUNTON'S YEWTaxus x media 'Tauntonii'24" HT.CONT.DKL46DWARF KOREAN LILACSyringa meyeri 'Palibin'24" HT.CONT.PERENNIALS & GRASSESKFG213KARL FOERSTER GRASSCalamagrostis x acutiflora "Karl Foerster"#1CONT.PMD105PARDON ME DAYLILLYHemerocallis 'Pardon Me'#1CONT.SMD112STELLA SUPREME DAYLILLYHemerocallis 'Stella Supreme'#1CONT.CSC151Cheyenne Spirit ConeflowerEchinacea 'Cheyenne Spirit'#1CONT.LAWN - SODSEED TYPE 1 - MNDOT 34-262 WET PRAIRIE, PERMNDOT SEEDING MANUAL SPECIFICATIONS (2014)1" DIA. ROCK MAINTENANCE STRIP OVER FILTER FABRIC,SAMPLES REQUIRED. PROVIDE EDGING AS SHOWN ON PLANPROPOSED PERENNIAL PLANT SYMBOLS - SEE PLANTSCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED DECIDUOUS AND EVERGREEN SHRUB SYMBOLS - SEEPLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED ORNAMENTAL TREE SYMBOLS - SEE PLANTSCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED EVERGREEN TREE SYMBOLS - SEE PLANTSCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED CANOPY TREE SYMBOLS - SEE PLANT SCHEDULEAND PLAN FOR SPECIES AND PLANTING SIZESEDGINGLEGEND1.WHERE SHOWN, SHRUB & PERENNIAL BEDS SHALL BE MULCHED WITH 4" DEPTH (MINIMUM AFTER INSTALLATION AND/OR TOP DRESSING OPERATIONS) OF SHREDDEDCYPRESS MULCH.2.ALL TREES SHALL BE MULCHED WITH SHREDDED CYPRESS MULCH TO OUTER EDGE OF SAUCER OR TO EDGE OF PLANTING BED, IF APPLICABLE. ALL MULCH SHALLBE KEPT WITHIN A MINIMUM OF 2" FROM TREE TRUNK.3.IF SHOWN ON PLAN, RANDOM SIZED LIMESTONE BOULDERS COLOR AND SIZE TO COMPLIMENT NEW LANDSCAPING. OWNER TO APPROVE BOULDER SAMPLES PRIORTO INSTALLATION.4.PLANT MATERIALS SHALL CONFORM WITH THE AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS AND SHALL BE OF HARDY STOCK, FREE FROM DISEASE,DAMAGE AND DISFIGURATION. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PLUMPNESS OF PLANT MATERIAL FOR DURATION OF ACCEPTANCE PERIOD.5.UPON DISCOVERY OF A DISCREPANCY BETWEEN THE QUANTITY OF PLANTS SHOWN ON THE SCHEDULE AND THE QUANTITY SHOWN ON THE PLAN, THE PLAN SHALLGOVERN.6.CONDITION OF VEGETATION SHALL BE MONITORED BY THE LANDSCAPE ARCHITECT THROUGHOUT THE DURATION OF THE CONTRACT. LANDSCAPE MATERIALS PARTOF THE CONTRACT SHALL BE WARRANTED FOR ONE (1) FULL GROWING SEASONS FROM SUBSTANTIAL COMPLETION DATE.7.ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL RECEIVE 4" LAYER TOPSOIL LOAM AND SOD AS SPECIFIED UNLESS OTHERWISE NOTED ON THEDRAWINGS.8.COORDINATE LOCATION OF VEGETATION WITH UNDERGROUND AND OVERHEAD UTILITIES, LIGHTING FIXTURES, DOORS AND WINDOWS. CONTRACTOR SHALL STAKEIN THE FIELD FINAL LOCATION OF TREES AND SHRUBS FOR REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.9.ALL PLANT MATERIALS SHALL BE WATERED AND MAINTAINED UNTIL ACCEPTANCE.10.REPAIR AT NO COST TO OWNER ALL DAMAGE RESULTING FROM LANDSCAPE CONTRACTOR'S ACTIVITIES.11.SWEEP AND MAINTAIN ALL PAVED SURFACES FREE OF DEBRIS GENERATED FROM LANDSCAPE CONTRACTOR'S ACTIVITIES.12.REPAIR AT NO COST TO THE OWNER IRRIGATION SYSTEM DAMAGED FROM LANDSCAPE CONSTRUCTION ACTIVITIES.13.PROVIDE SITE WIDE IRRIGATION SYSTEM DESIGN AND INSTALLATION. SYSTEM SHALL BE FULLY PROGRAMMABLE AND CAPABLE OF ALTERNATE DATE WATERING.THE SYSTEM SHALL PROVIDE HEAD TO HEAD OR DRIP COVERAGE AND BE CAPABLE OF DELIVERING ONE INCH OF PRECIPITATION PER WEEK. SYSTEM SHALL EXTENDINTO THE PUBLIC RIGHT-OF-WAY TO THE EDGE OF PAVEMENT/BACK OF CURB.14.CONTRACTOR SHALL SECURE APPROVAL OF PROPOSED IRRIGATION SYSTEM INLCUDING PRICING FROM OWNER, PRIOR TO INSTALLATION.LANDSCAPE NOTES:
42" RCP
APPROXIMATE 12" DIP
WATERMAIN LOCATION
INV.=891.19
927.4
927.8913.19MHSAN42" RCP
WETLANDWETLANDWETLANDWETLAND10' MAINTENANCE BENCH8-SMD14-TAY5-APC4-CSC8-CS3-BS3-BS9-CS5-CS3-BS5-BS3-CS4-BS1-SW2-KC2-KC2-KC6-KC1-GI2-GI2-GI1-HA3-SW5-SW5-SW5-SW11-RM1-SM1-RM2-SE2-SS2 - PC2-SE2-SS2 - PC2-TH2-TH8-SMD5-CSC3-APC8-SMD14-TAY3-APC4-CSC8-SMD5-CSC3-APC8-SMD14-TAY5-APC4-CSC8-SMD5-CSC3-APC8-SMD14-TAY5-APC4-CSC8-SMD5-CSC3-APC4-CSC4-KFG14-MEJ8-PMD3-DKL5-KFG8-PMD3-DKL8-KFG4-KFG14-MEJ8-PMD3-DKL5-KFG8-PMD5-DKL4-KFG14-MEJ8-PMD3-DKL4-KFG14-MEJ8-PMD3-DKL5-KFG8-PMD3-DKLROCKMULCH, TYP.1-GI2-GI4-GI1-GI8-KFG8-KFG8-CSC8-KFG4-CSC8-CSC4-CSC8-KFG8-CSC12-KFG4-CSC8-KFG8-CSCROCKMULCH, TYP.ROCKMULCH, TYP.ROCKMULCH, TYP.ROCKMULCH, TYP.SOD, TYP.SOD, TYP.SOD, TYP.SOD, TYP.SOD, TYP.REVISION SUMMARYDATEDESCRIPTIONL1.1CENTRAL LANDSCAPEPLAN. .. .. .. .. .. .Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060Hugo Gardens
HUGO, MINNESOTA
6008 VIRGINIA AVE, EDINA, MN 55424
HUGO GARDEN APARTMENTS LLC
PROJECT
24904Patrick J. SarverLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.02.21.2020ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:1929604.17.2020CITY RE-SUBMITTAL. .. .. .. .. .02.21.2020AMENDMENT TO PUDDRAWN BY:REVIEWED BY: KT, ND, JDPS. .. .. .. .. .. .. .4/17/2020 14:10:26COPYRIGHT CIVIL SITE GROUP INC.cKnow what'sbelow.before you dig.CallR01" = 40'-0"40'-0"20'-0"NLAWN - SODSEED TYPE 1 - MNDOT 34-262 WET PRAIRIE, PERMNDOT SEEDING MANUAL SPECIFICATIONS (2014)1" DIA. ROCK MAINTENANCE STRIP OVER FILTER FABRIC,SAMPLES REQUIRED. PROVIDE EDGING AS SHOWN ON PLANPROPOSED PERENNIAL PLANT SYMBOLS - SEE PLANTSCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED DECIDUOUS AND EVERGREEN SHRUB SYMBOLS - SEEPLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED ORNAMENTAL TREE SYMBOLS - SEE PLANTSCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED EVERGREEN TREE SYMBOLS - SEE PLANTSCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED CANOPY TREE SYMBOLS - SEE PLANT SCHEDULEAND PLAN FOR SPECIES AND PLANTING SIZESEDGINGLEGEND
914.2 916.0915.7916.7907.58CMP-72-TOP
905.58CMP-72-TOP916.1 916.2915.3914.2914.4914.4914.8 914.6915.0
N
5
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4
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61.92914.25MHSTORM 913.52CBBC 913.67CBBC913.47CBBC913.78CBBC913.91MHSTORM 915.14MHSAN914.77MHSAN914.8915.0 915.8916.0 916.0
915.20MHSAN914.7
913.19MHSAN908 910910910910912914914914914
9109089
0
8
9
1
2
910910910908912910906910908908
91091291
2
9
1
2
91
0
914Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060Hugo Gardens
HUGO, MINNESOTA
6008 VIRGINIA AVE, EDINA, MN 55424
HUGO GARDEN APARTMENTS LLC
PROJECT
24904Patrick J. SarverLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.02.21.2020ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:1929604.17.2020CITY RE-SUBMITTAL. .. .. .. .. .02.21.2020AMENDMENT TO PUDDRAWN BY:REVIEWED BY: KT, ND, JDPS. .. .. .. .. .. .. .4/17/2020 14:10:31COPYRIGHT CIVIL SITE GROUP INC.cREVISION SUMMARYDATEDESCRIPTIONL1.2NORTH LANDSCAPEPLAN. .. .. .. .. .. .01" = 40'-0"40'-0"20'-0"NKnow what'sbelow.before you dig.CallRFACE OF BUILDING, WALL, OR STRUCTUREMIN. 3" LAYER OF ROCK MULCH AS SPECIFIED. PROVIDE SAMPLE TOLANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATIONFINISHED GRADECOMPACTED SUBGRADEWATER PERMEABLE GEOTEXTILE FABRIC AS SPECIFIED18" - VERIFY W/ PLANAGGREGATE MAINTANENCE STRIPN T SSTAKED LANDSCAPE EDGER AS SPECIFIED, SEE MANUFACTURER'SINSTRUCTIONS AND SPECS. FOR INSTALLATION AND PLACEMENTSLOPE - MIN. 2%, MAX. 5:1VERIFY W/ GRADING PLAN1PERENNIAL BED PLANTINGN T SPLANT TOP OF ROOTBALL 1-2" ABOVE ABOVESURROUNDING GRADEROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TOENSURE PROPER BACKFILL-TO-ROOT CONTACTSLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OFPLANTING BEDEXISTING GRADEROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPENOTES AND PLAN NOTES FOR MULCH TYPE. KEEPMULCH MIN. 2" FROM PLANT STEMBACKFILL AS PER SPECIFICATIONDO NOT EXCAVATE BELOW ROOTBALL.SIZE VARIESSEE LANDSCAPE PLANMODIFY EXCAVATION BASED ON LOCATION OF PLANTMATERIAL AND DESIGN OF BEDS OR OVERALL PLANTPLACEMENT4DECIDUOUS & CONIFEROUS SHRUB PLANTINGN T SPRUNE AS FIELD DIRECTED BY THE LANDSCAPEARCHITECT TO IMPROVE APPEARANCE (RETAINNORMAL SHAPE FOR SPECIES)PLANT TOP OF ROOTBALL 1-2" ABOVE ABOVESURROUNDING GRADEROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TOENSURE PROPER BACKFILL-TO-ROOT CONTACTSLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OFPLANTING BEDEXISTING GRADEROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPENOTES AND PLAN NOTES FOR MULCH TYPE. KEEPMULCH MIN. 2" FROM PLANT TRUNKBACKFILL AS PER SPECIFICATIONDO NOT EXCAVATE BELOW ROOTBALL.THREE TIMES WIDTHOF ROOTBALLRULE OF THUMB - MODIFY EXCAVATION BASED ONLOCATION OF PLANT MATERIAL AND DESIGN OF BEDSOR OVERALL PLANT PLACEMENT3THREE TIMES WIDTHOF ROOTBALLDECIDUOUS & CONIFEROUS TREE PLANTINGN T SPRUNE AS FIELD DIRECTED BY THE LANDSCAPEARCHITECT TO IMPROVE APPEARANCE (RETAINNORMAL TREE SHAPE)THREE 2"X4"X8' WOODEN STAKES, STAINED BROWNWITH TWO STRANDS OF WIRE TWISTED TOGETHER.STAKES SHALL BE PLACED AT 120° TO ONE ANOTHER.WIRE SHALL BE THREADED THROUGH NYLONSTRAPPING WITH GROMMETS. ALTERNATE STABILIZINGMETHODS MAY BE PROPOSED BY CONTRACTOR.TRUNK FLARE JUNCTION: PLANT TREE 1"-2" ABOVEEXISTING GRADEMULCH TO OUTER EDGE OF SAUCER OR TO EDGE OFPLANTING BED, IF APPLICABLE. ROCK OR ORGANICMULCH, SEE GENERAL LANDSCAPE NOTES AND PLANNOTES FOR MULCH TYPE. KEEP MULCH MIN. 2" FROMPLANT TRUNKEXISTING GRADECUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL. IF NON-BIODEGRADABLE, REMOVE COMPLETELYSLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OFPLANTING BEDBACKFILL AS SPECIFIEDCOMPACT BOTTOM OF PIT, TYP.RULE OF THUMB - MODIFY EXCAVATION BASED ONLOCATION OF PLANT MATERIAL AND DESIGN OF BEDSOR OVERALL PLANT PLACEMENT2LAWN - SODSEED TYPE 1 - MNDOT 34-262 WET PRAIRIE, PERMNDOT SEEDING MANUAL SPECIFICATIONS (2014)1" DIA. ROCK MAINTENANCE STRIP OVER FILTER FABRIC,SAMPLES REQUIRED. PROVIDE EDGING AS SHOWN ON PLANPROPOSED PERENNIAL PLANT SYMBOLS - SEE PLANTSCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED DECIDUOUS AND EVERGREEN SHRUB SYMBOLS - SEEPLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED ORNAMENTAL TREE SYMBOLS - SEE PLANTSCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED EVERGREEN TREE SYMBOLS - SEE PLANTSCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED CANOPY TREE SYMBOLS - SEE PLANT SCHEDULEAND PLAN FOR SPECIES AND PLANTING SIZESEDGINGLEGEND
ELEC.SERVICE
FLAG POLE930.86FNDIP-1/2928.22FNDIP932.12932.33FNDIP-41578932.08FNDIP-41578932.33
FNDIP-41578 933.05FNDIP-41578932.93
FNDIP-415
7
8932.09FNDIP-41578931.73FNDIP-41578931.27FNDIP-41578932.54FNDIP-41578931.01FNDIP-41578930.40FNDIP-17765922.06FNDIP-17765922.51FNDIP-PINCH922.23FNDIP-17765921.76FNDIP-17765909.66FNDIP-1/2904.93FNDIP-17765912.52FNDIP-41578 913.37FNDIP-41578912.37FNDIP-41578908.89FNDIP-17765911.42FNDIP-41578910.00FNDIP-41578910.52FNDIP-41578912.64FNDIP-41578 911.00FNDIP-41578911.63FNDIP-41578912.38FNDIP-41578912.50FNDIP-41578913.27FNDIP-41578906.04FNDIP-17765925.5925.4933.2932.1925.6925.5931.3930.0924.2925.0933.3932.0925.2924.0931.6930.4924.7926.0932.8931.6924.9927.3930.7929.7925.79
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926.6926.7931.4930.2924.5924.6924.1924.3924.7932.1931.1907.0907.1906.6906.6907.1908.5908.3908.0907.9907.6907.6908.0908.6909.0909.2909.5909.4907.9908.2908.5908.4908.5909.3909.4909.6908.9909.2909.0909.1908.8907.8907.7907.7906.7906.3906.7906.6906.4906.5906.7907.3908.5908.7908.9908.6908.5907.4906.8906.8907.1907.3907.5914.0 913.5913.18CBTC913.48CBTC913.47CBTC913.16CBTC913.7 913.8 913.6 914.0914.8913.8 914.2 914.5 914.8 914.5 914.0 913.9 914.7 915.9 916.3 916.0915.7916.7916.2909.9909.3909.8910.2910.4910.6910.2909.9909.8909.6908.5909.3909.7909.7909.9909.8911.1912.6913.1913.4907.1915.8912.1916.1916.5916.0921.0922.5924.7926.2927.5927.4907.58CMP-72-TOP 905.58CMP-72-TOP932.4932.4932.4932.5932.6932.6932.7932.7932.6932.6932.4932.4932.4
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932.3 932.3 932.6
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932.3
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30303030DRAINAGE AND UTILITY EASEMENT PER THEPLAT OF LAVALLE FIELDS FIRST ADDITIONEXISTING BUILDINGFNDIP-17765FNDIP-17765FNDIP-17765FNDIP-PINCHS77°42'13"E2.05EXISTINGEXISTINGGARAGE
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DRIM=930.50INV.=927.30(W)INV.=926.53(S)INV.=926.20(NW)OUTLETRIM=929.73INV.=921.07(NE)BOTTOM=920.9715" HDPEINV.=925.38(E)INV.=925.27(W)926.83PVC-INV-15"15" HDPEINV.=925.44INV.=913.49 (PER PLAN)INV.=897.95914.25MHSTORM 913.52CBBC 913.67CBBC913.47CBBC913.78CBBC
931.17CBTC931.23MHST
925.71HDPETOP932.26MHST-BURIED930.76MHST-BURIED 913.91MHSTORM
925.56HDPE-INV-15"924.39HDPE-INV-15"INV.=897.45INV.=908.59G.L.=912.48INV.=908.66G.L.=912.85INV.=908.58G.L.=912.83 INV.=908.41G.L.=912.78INV.=908.38G.L.=912.92INV.=908.83RIM=912.81INV.=908.92RIM=913.13PIPE IN POOR CONDITION42" RCP
APPROXIMATE 12" DIP
WATERMAIN LOCATION
915.14MHSAN914.77MHSAN914.8909.90SERV-4X4-?TOP OF PIPE CRUSHEDINV.=891.19
INV.=891.31INV.=913.55INV.=898.30RIM=914.30913.2913.3914.5 915.0 915.8916.0 916.0
932.70MHSAN932.45MHSAN932.19MHSAN927.4927.8 915.20MHSAN914.7913.19MHSAN42" RCP 10" PVC 908 910910910910912914914914914914 9109089089129109109109089129109069109089089069069089109129169149129229209189169149169169289269249229209189209229249269
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932
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92
6
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924926
92893010" PVC24" DIP15"RCP
CONTRACTOR TO PROVIDEINLET PROTECTION AT ALLDOWNSTREAM CATCHBASINS.CONSTRUCTIONENTRANCEPERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.CONSTRUCTIONENTRANCEPERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.PERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.PERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.PERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.CONTRACTOR TO PROVIDEINLET PROTECTION AT ALLDOWNSTREAM CATCHBASINS.PERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.INLET PROTECTION ATCATCH BASINS, TYPINLET PROTECTION ATCATCH BASINS, TYPCivil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060Hugo Gardens
HUGO, MINNESOTA
6008 VIRGINIA AVE, EDINA, MN 55424
HUGO GARDEN APARTMENTS LLC
PROJECT
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.02.21.2020ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:1929604.17.2020CITY RE-SUBMITTAL. .. .. .. .. .02.21.2020AMENDMENT TO PUDDRAWN BY:REVIEWED BY: KT, ND, JDPS. .. .. .. .. .. .. .4/17/2020 14:10:37COPYRIGHT CIVIL SITE GROUP INC.cREVISION SUMMARYDATEDESCRIPTIONSW1.0SWPPP - EXISTINGCONDITIONS. .. .. .. .. .. .01" = 80'-0"80'-0"40'-0"N1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES.CITY OF HUGO EROSION CONTROL NOTES:1. THIS PROJECT IS GREATER THAN ONE ACRE AND WILL REQUIRE ANMPCA NPDES PERMIT. CONTRACTOR IS RESPONSIBLE FOR OBTAININGANY EROSION CONTROL PERMITS REQUIRED BY THE CITY.2. SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROL NOTES,DESCRIPTIONS, AND PRACTICES.3. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSIONCONTROL NOTES.4. CONTRACTOR IS RESPONSIBLE FOR SWPPP IMPLEMENTATION,INSPECTIONS, AND COMPLIANCE WITH NPDES PERMIT.SWPPP NOTES:Know what'sbelow.before you dig.CallRLEGEND:EX. 1' CONTOUR ELEVATION INTERVALINLET PROTECTIONSTABILIZED CONSTRUCTION ENTRANCEDRAINAGE ARROW1.0' CONTOUR ELEVATION INTERVALSILT FENCE / BIOROLL - GRADING LIMITEROSION CONTROL BLANKETALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, ANDMEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUMREQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURINGTHE COURSE OF CONSTRUCTION.
ELEC.SERVICE
FLAG POLE913.18CBTC913.48CBTC913.47CBTC913.16CBTC 914.8913.8 916.7907.58CMP-72-TOP 905.58CMP-72-TOP9003931.68TRAVIP932.3916.1914.4914.6930.7934.0FFEEXISTING BUILDINGFNDIP-17765FNDIP-17765FNDIP-17765FNDIP-PINCHS77°42'13"E2.05EXISTINGGARAGE 914.25MHSTORM 913.52CBBC 913.67CBBC913.47CBBC913.78CBBC931.23MHST
925.71HDPETOP932.26MHST-BURIED930.76MHST-BURIED 913.91MHSTORM
925.56HDPE-INV-15"924.39HDPE-INV-15"915.14MHSAN914.77MHSAN914.8909.90SERV-4X4-?913.2913.3914.5 915.0 915.8916.0 916.0
927.4927.8
914.7
WETLANDWETLANDWETLANDWETLANDWETLANDWETLANDREGIONAL POND BASIN 2BOT=900.00NWL=905.00OUTLET=907.00TOP/EOF=908.50100-YR HWL=908.25VOL=(905.00-907.00)=45,000 CFMAX 4:1 SLOPE10' MAINTENANCE BENCHREGIONAL POND BASIN 1BOT=899.00NWL=904.00TOP/EOF=913.00MAX 4:1 SLOPE10' MAINTENANCE BENCHCONTRACTOR TO PROVIDEINLET PROTECTION AT ALLDOWNSTREAM CATCHBASINS.CONSTRUCTIONENTRANCEPERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.CONSTRUCTIONENTRANCEPERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.PERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.PERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.PERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.INLET PROTECTION ATCATCH BASINS, TYPINLET PROTECTION ATCATCH BASINS, TYPINLET PROTECTION ATCATCH BASINS, TYPCONTRACTOR TO PROVIDEINLET PROTECTION AT ALLDOWNSTREAM CATCHBASINS.INLET PROTECTION ATCATCH BASINS, TYPPERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.INLET PROTECTION ATCATCH BASINS, TYPINLET PROTECTION ATCATCH BASINS, TYPCivil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060Hugo Gardens
HUGO, MINNESOTA
6008 VIRGINIA AVE, EDINA, MN 55424
HUGO GARDEN APARTMENTS LLC
PROJECT
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.02.21.2020ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:1929604.17.2020CITY RE-SUBMITTAL. .. .. .. .. .02.21.2020AMENDMENT TO PUDDRAWN BY:REVIEWED BY: KT, ND, JDPS. .. .. .. .. .. .. .4/17/2020 14:10:42COPYRIGHT CIVIL SITE GROUP INC.cREVISION SUMMARYDATEDESCRIPTIONSW1.1SWPPP - PROPOSEDCONDITIONS. .. .. .. .. .. .01" = 80'-0"80'-0"40'-0"NKnow what'sbelow.before you dig.CallR1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES.CITY OF HUGO EROSION CONTROL NOTES:1. THIS PROJECT IS GREATER THAN ONE ACRE AND WILL REQUIRE ANMPCA NPDES PERMIT. CONTRACTOR IS RESPONSIBLE FOR OBTAININGANY EROSION CONTROL PERMITS REQUIRED BY THE CITY.2. SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROL NOTES,DESCRIPTIONS, AND PRACTICES.3. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSIONCONTROL NOTES.4. CONTRACTOR IS RESPONSIBLE FOR SWPPP IMPLEMENTATION,INSPECTIONS, AND COMPLIANCE WITH NPDES PERMIT.SWPPP NOTES:LEGEND:EX. 1' CONTOUR ELEVATION INTERVALINLET PROTECTIONSTABILIZED CONSTRUCTION ENTRANCEDRAINAGE ARROW1.0' CONTOUR ELEVATION INTERVALSILT FENCE / BIOROLL - GRADING LIMITEROSION CONTROL BLANKETALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, ANDMEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUMREQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURINGTHE COURSE OF CONSTRUCTION.
Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060Hugo Gardens
HUGO, MINNESOTA
6008 VIRGINIA AVE, EDINA, MN 55424
HUGO GARDEN APARTMENTS LLC
PROJECT
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.02.21.2020ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:1929604.17.2020CITY RE-SUBMITTAL. .. .. .. .. .02.21.2020AMENDMENT TO PUDDRAWN BY:REVIEWED BY: KT, ND, JDPS. .. .. .. .. .. .. .4/17/2020 14:10:43COPYRIGHT CIVIL SITE GROUP INC.cREVISION SUMMARYDATEDESCRIPTIONSW1.2SWPPP - DETAILS. .. .. .. .. .. .OVERFLOW AT TOP OFFILTER ASSEMBLYOVERFLOW IS 12 OF THE CURBBOX HEIGHTHIGH-FLOW FABRICFILTER ASSEMBLY DIAMETER, 6"ON-GRADE 10" AT LOW POINTEXISTING CURB, PLATE, BOX,AND GRATENOTES:1. REPLACE INLET GRATE UPON COMPLETE INSTALLATION OF INLET PROTECTION FABRIC.2. CONTRACTOR SHALL REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE SURFACE OF THE SYSTEMAFTER EACH STORM EVENT AND AT THE COMPLETION OF THE CONTRACT.3. REFERENCE APPLE VALLEY STANDARD PLATE ERO-4C.CURB INLET FILTERN T S1PROFILE6" MIN CRUSHED STONE75' MINIMUMPLANFINISHEDGRADETO CONSTRUCTION AREA35' REXISTINGUNDISTURBEDROADWAYN T S30' FROM EDGE OF ROADTO FRONT OF SPEED BUMPGEOTEXTILE FILTERFABRIC4" HIGH, 18" WIDESPEED BUMPSTABILIZED CONSTRUCTION ACCESS24' (MIN)NOTES:1.PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND UNDISTURBEDROADWAY.2.THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENTONTO UNDISTURBED ROADWAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR ADDINGSTONE TO THE LENGTH OF THE ENTRANCE.3.REPAIR AND CLEANOUT MEASURES USED TO TRAP SEDIMENT.4.ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO UNDISTURBED ROADWAY SHALL BE REMOVED ASDIRECTED BY THE ENGINEER.5.FINAL LOCATION AND INSTALLATION SHALL BE COORDINATED WITH THE CITY PRIOR TO CONSTRUCTION ACTIVITIES.6.CRUSHED STONE SHALL BE 1-1/2" DIA. CLOSE GRADED, AND IN ACCORDANCE TO MNDOT SECTION 2118.EXISTING UNDISTURBED ROADWAY35' RTO CONSTRUCTIONAREA2TAMP THE TRENCH FULL OF SOIL.SECURE WITH ROW OF STAPLES,10" SPACING, 4" DOWN FROMTRENCHOVERLAP: BURY UPPER ENDOF LOWER STRIP AS IN 'A'AND 'B'. OVERLAP END OFTOP STRIP 4" AND STAPLE.EROSION STOP: FOLD OF MATTINGBURIED IN SILT TRENCH ANDTAMPED. DOUBLEROW OFSTAPLES.PLACE STAPLES 2 FEET APARTTO KEEP MATTING FIRMLYPRESSED TO SOIL.'D''C''B'BURY THE TOP END OF THEMATTING IN A TRENCH 4" ORMORE IN DEPTHTYPICAL STAPLE #8GAUGE WIRE1 1/2"10"OVERFALL'E''A'NOTE:1. PLACE STAPLES 2 FEET APART TOKEEP MATTING FIRMLY PRESSED TOSOIL.EROSION BLANKETN T S3FILTER FABRIC AS SPECIFIEDEXISTING GROUNDSURFACEDIRECTION OF FLOWWOODEN STAKES 1/2"X2"X16" MIN. PLACED 10' O.C.WHEN INSTALLED ON GROUND. IF INSTALLED ONPVMT. PROVIDE SANDBAGS BEHIND AND ON TOP ATMIN. 10' O.C.8" MIN.SEDIMENT BIO-ROLL / COMPOST FILTER LOGN T SFILLER AS SPECIFIEDNOTE:1. COMPOST FILTER LOGS (BIO ROLLS) SHALL BE FILTREXX EROSION CONTROL SOXX OR APPROVED EQUAL.2. COMPOST FILLER TO BE MADE FROM A COMPOST BLEND 30%-40% GRADE 2 (SPEC 3890) AND 60%-70%PARTIALLY DECOMPOSED WOOD CHIPS, PER MNDOT SPEC 3897.3. FILTER FABRIC SHALL BE GEOTEXTILE KNITTED MATERIAL WITH MAX. OPENINGS OF 3/8".4. IF MULTIPLE ROLLS NEEDED, OVERLAP BY MIN. 12" AT ENDS AND STAKE.5. SILT SHALL BE REMOVED ONCE IT REACHES 80% OF THE HEIGHT OF THE ROLL OR AS DEEMED NECESSARYBY SITE CONTRACTOR TO MAINTAIN PROPER FUNCTION.FILL UPSTREAM BASE EDGE WITH2" OF DIRT OR COMPOST TOEMBED ROLL.4FILTER FABRIC WITH WIRE SUPPORT NETAS SPECIFIED.METAL POST ASSPECIFIED.FILTER FABRIC AS SPECIFIED SECURETO WIRE SUPPORT NET WITH METALCLIPS 12"O.C.SUPPORT NET: 12 GAUGE 4" x 4"WIRE HOOKED ONTOPREFORMED CHANNELS ONPOSTS AS SPECIFIED.EXISTING GROUNDSURFACECARRY WIRE SUPPORT NETDOWN INTO TRENCHDIRECTION OF FLOWANCHOR FABRIC WITHSOIL, TAMP BACKFILLMETAL POSTS 8'-0" O.C.MAX.24"
24"
24"MIN.
6"6"SEDIMENT FENCEN T S5
Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060Hugo Gardens
HUGO, MINNESOTA
6008 VIRGINIA AVE, EDINA, MN 55424
HUGO GARDEN APARTMENTS LLC
PROJECT
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.02.21.2020ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:1929604.17.2020CITY RE-SUBMITTAL. .. .. .. .. .02.21.2020AMENDMENT TO PUDDRAWN BY:REVIEWED BY: KT, ND, JDPS. .. .. .. .. .. .. .4/17/2020 14:10:45COPYRIGHT CIVIL SITE GROUP INC.cREVISION SUMMARYDATEDESCRIPTIONSW1.3SWPPP - NARRATIVE. .. .. .. .. .. .OWNER:HUGO GARDEN APARTMENTS, LLC6008 VIRGINIA AVEEDINA, MN 55424OWNER INFORMATIONTRAINING SECTION 21PARTY RESPONSIBLE FOR LONG TERM OPERATION AND MAINTENANCE OF PERMANENTSTORM WATER MANAGEMENT SYSTEMCONTACT:PERMANENT STORMWATER MANAGEMENT IS NOT REQUIRED AS PART OF THIS PROJECT TO MEET NPDES PERMIT REQUIREMENTS. THEPROPERTY OWNER IS RESPONSIBLE FOR THE LONG TERM OPERATION AND MAINTENANCE OF THE PROPOSED STORMWATER SYSTEM.AREAS AND QUANTITIES:SWPPP CONTACT PERSONCONTRACTOR:SWPPP INSPECTOR TRAINING:ALL SWPPP INSPECTIONS MUST BE PERFORMED BY APERSON THAT MEETS THE TRAINING REQUIREMENTS OF THENPDES CONSTRUCTION SITE PERMIT.TRAINING CREDENTIALS SHALL BE PROVIDED BY THECONTRACTOR AND KEPT ON SITE WITH THE SWPPPNOTE: QUANTITIES ARE FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR SHALL DETERMINE FOR THEMSELVES THE EXACTQUANTITIES FOR BIDDING AND CONSTRUCTION.PROJECT NARRATIVE:PROJECT IS A REDEVELOPMENT OF AN EXISTING GAS STATION BUILDING INTO TWO NEW COMMERCIAL RESTAURANT BUILDINGS. SITE ANDLANDSCAPE IMPROVEMENTS WILL OCCUR.NATIVE BUFFER NARRATIVE:PRESERVING A 50' NATURAL BUFFER AROUND WATER BODIES IS NOT REQUIRED AS PART OF THIS PROJECT BECAUSE WATER BODIES ARE NOTLOCATED ON SITE.INFILTRATION NARRATIVE:INFILTRATION IS NOT REQUIRED AS PART OF THE PROJECT BECAUSE PERMANENT STORM WATER MANAGEMENT IS NOT REQUIRED.SOIL CONTAMINATION NARRATIVE:SOILS ONSITE HAVE NOT BEEN IDENTIFIED AS CONTAMINATED. AN MPCA SOILS ASSESSMENT WAS COMPLETED AND IT WAS DETERMINED THATTHIS SITE IS APPROPRIATE FOR INFILTRATION.SPECIAL TMDL BMP REQUIREMENTS SITE SPECIFIC (IF REQUIRED):THIS PROJECT IS WITHIN ONE MILE AND DISCHARGES TO BOTH MEDICINE LAKE AND NORTHWOOD LAKE - MEDICINE LAKE AND NORTHWOOD LAKEARE IDENTIFIED AS IMPAIRED WATER BODIES PER THE MPCA'S 303(D) IMPAIRED WATERS LIST. MEDICINE LAKE AND NORTHWOOD LAKE AREIMPAIRED FOR NUTRIENT EUTROPHICATION BIOLOGICAL INDICATORS. BECAUSE THESE WATERS ARE LOCATED WITHIN ONE MILE OF THE SITE,BMPS AS DEFINED IN THE NPDES PERMIT ITEMS 23.9 AND 23.10 APPLY. THESE ARE AS FOLLOWS:1.DURING CONSTRUCTION:A.STABILIZATION OF ALL EXPOSED SOIL AREAS MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION BUT IN NO CASE COMPLETEDLATER THAN SEVEN (7) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLYCEASED.B.TEMPORARY SEDIMENT BASIN REQUIREMENTS DESCRIBED IN SECTION 14. MUST BE USED FOR COMMON DRAINAGE LOCATIONS THATSERVE AN AREA WITH FIVE (5) OR MORE ACRES DISTURBED AT ONE TIME.PERMANENT STABILIZATION NOTES SITE SPECIFIC:PERMANENT SEED MIX·FOR THIS PROJECT ALL AREAS THAT ARE NOT TO BE SODDED OR LANDSCAPED SHALL RECEIVE A NATIVE PERMANENT SEED MIX.··AREAS IN BUFFERS AND ADJACENT TO OR IN WET AREAS MNDOT SEED MIX 33-261 (STORMWATER SOUTH AND WEST) AT 35 LBS PERACRE.··DRY AREAS MNDOT SEED MIX 35-221 (DRY PRAIRIE GENERAL) AT 40 LBS PER ACRE.·MAINTENANCE SHALL BE IN ACCORDANCE TO THE MNDOT SEEDING MANUAL.SUPPLEMENTARY SITE SPECIFIC EROSION CONTROL NOTES:THESE NOTES SUPERCEDE ANY GENERAL SWPPP NOTES.THIS PROJECT IS GREATER THAN 1.0 ACRES SO AN NPDES PERMIT IS REQUIRED AND NEEDS TO BE SUBMITTED TO THE MPCA. THECONTRACTOR IS REQUIRED TO FOLLOW THE GUIDELINES IN THE NPDES PERMIT THROUGHOUT CONSTRUCTION.SWPPP ATTACHMENTS (ONLY APPLICABLE IF SITE IS 1 ACRE OR GREATER):CONTRACTOR SHALL OBTAIN A COPY OF THE FOLLOWING SWPPP ATTACHMENTS WHICH ARE A PART OF THE OVERALL SWPPP PACKAGE:ATTACHMENT A. CONSTRUCTION SWPPP TEMPLATE - SITE SPECIFIC SWPPP DOCUMENTATTACHMENT B. CONSTRUCTION STORMWATER INSPECTION CHECKLISTATTACHMENT C. MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEMSATTACHMENT D: STORMWATER MANAGEMENT REPORT - ON FILE AT THE OFFICE OF PROJECT ENGINEER. AVAILABLE UPON REQUEST.ATTACHMENT E: GEOTECHNICAL EVALUATION REPORT - ON FILE AT THE OFFICE OF PROJECT ENGINEER. AVAILABLE UPON REQUEST.DESIGN ENGINEER: MATTHEW R. PAVEK P.E.TRAINING COURSE: DESIGN OF SWPPPTRAINING ENTITY: UNIVERSITY OF MINNESOTAINSTRUCTOR: JOHN CHAPMANDATES OF TRAINING COURSE: 5/15/2011 - 5/16/2011TOTAL TRAINING HOURS: 12RE-CERTIFICATION: 3/16/2017 (8 HOURS), EXP. 5/31/2020THE CONTRACTOR AND ALL SUBCONTRACTORS INVOLVED WITH A CONSTRUCTION ACTIVITY THAT DISTURBS SITE SOIL ORWHO IMPLEMENT A POLLUTANT CONTROL MEASURE IDENTIFIED IN THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP)MUST COMPLY WITH THE REQUIREMENTS OF THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) GENERALPERMIT (DATED AUGUST 1, 2018 # MNR100001) AND ANY LOCAL GOVERNING AGENCY HAVING JURISDICTION CONCERNINGEROSION AND SEDIMENTATION CONTROL.STORMWATER DISCHARGE DESIGN REQUIREMENTSSWPPPTHE NATURE OF THIS PROJECT WILL BE CONSISTENT WITH WHAT IS REPRESENTED IN THIS SET OF CONSTRUCTION PLANS ANDSPECIFICATIONS. SEE THE SWPPP PLAN SHEETS AND SWPPP NARRATIVE (ATTACHMENT A: CONSTRUCTION SWPPP TEMPLATE)FOR ADDITIONAL SITE SPECIFIC SWPPP INFORMATION. THE PLANS SHOW LOCATIONS AND TYPES OF ALL TEMPORARY ANDPERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BMP'S. STANDARD DETAILS ARE ATTACHED TO THIS SWPPPDOCUMENT.THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES IS AS FOLLOWS:1. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE2. INSTALLATION OF SILT FENCE AROUND SITE3. INSTALL ORANGE CONSTRUCTION FENCING AROUND INFILTRATION AREAS.4. CLEAR AND GRUB FOR TEMPORARY SEDIMENT BASIN / POND INSTALL5. CONSTRUCT TEMPORARY SEDIMENT BASIN / POND (SECTION 14)6. CLEAR AND GRUB REMAINDER OF SITE7. STRIP AND STOCKPILE TOPSOIL8. ROUGH GRADING OF SITE9. STABILIZE DENUDED AREAS AND STOCKPILES10. INSTALL SANITARY SEWER, WATER MAIN STORM SEWER AND SERVICES11. INSTALL SILT FENCE / INLET PROTECTION AROUND CB'S12. INSTALL STREET SECTION13. INSTALL CURB AND GUTTER14. BITUMINOUS ON STREETS15. FINAL GRADE BOULEVARD, INSTALL SEED AND MULCH16. REMOVE ACCUMULATED SEDIMENT FROM BASIN / POND17. FINAL GRADE POND / INFILTRATION BASINS (DO NOT COMPACT SOILS IN INFILTRATION AREAS.)18. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED BY EITHER SEED OR SOD/LANDSCAPING,REMOVE SILT FENCE AND RESEED ANY AREAS DISTURBED BY THE REMOVAL.RECORDS RETENTION:THE SWPPP (ORIGINAL OR COPIES) INCLUDING, ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE RECORDS MUST BEKEPT AT THE SITE DURING CONSTRUCTION BY THE PERMITTEE WHO HAS OPERATIONAL CONTROL OF THAT PORTION OF THESITE. THE SWPPP CAN BE KEPT IN EITHER THE FIELD OFFICE OR IN AN ON SITE VEHICLE DURING NORMAL WORKING HOURS.ALL OWNER(S) MUST KEEP THE SWPPP, ALONG WITH THE FOLLOWING ADDITIONAL RECORDS, ON FILE FOR THREE (3) YEARSAFTER SUBMITTAL OF THE NOT AS OUTLINED IN SECTION 4. THIS DOES NOT INCLUDE ANY RECORDS AFTER SUBMITTAL OF THENOT.1.THE FINAL SWPPP;2.ANY OTHER STORMWATER RELATED PERMITS REQUIRED FOR THE PROJECT;3.RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION (SEE SECTION 11, INSPECTIONSAND MAINTENANCE);4.ALL PERMANENT OPERATION AND MAINTENANCE AGREEMENTS THAT HAVE BEEN IMPLEMENTED, INCLUDING ALL RIGHT OFWAY, CONTRACTS, COVENANTS AND OTHER BINDING REQUIREMENTS REGARDING PERPETUAL MAINTENANCE; AND5.ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORMWATER MANAGEMENTSYSTEMS.SWPPP IMPLEMENTATION RESPONSIBILITIES:1.THE OWNER AND CONTRACTOR ARE PERMITTEE(S) AS IDENTIFIED BY THE NPDES PERMIT.2.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ON-SITE IMPLEMENTATION OF THE SWPPP, INCLUDING THE ACTIVITIES OFALL OF THE CONTRACTOR'S SUBCONTRACTORS.3.CONTRACTOR SHALL PROVIDE A PERSON(S) KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OF EROSIONPREVENTION AND SEDIMENT CONTROL BMPS TO OVERSEE ALL INSTALLATION AND MAINTENANCE OF BMPS ANDIMPLEMENTATION OF THE SWPPP.4.CONTRACTOR SHALL PROVIDE PERSON(S) MEETING THE TRAINING REQUIREMENTS OF THE NPDES PERMIT TO CONDUCTINSPECTION AND MAINTENANCE OF ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS IN ACCORDANCE WITHTHE REQUIREMENTS OF THE PERMIT. ONE OF THESE INDIVIDUAL(S) MUST BE AVAILABLE FOR AN ONSITE INSPECTIONWITHIN 72 HOURS UPON REQUEST BY MPCA. CONTRACTOR SHALL PROVIDE TRAINING DOCUMENTATION FOR THESEINDIVIDUAL(S) AS REQUIRED BY THE NPDES PERMIT. THIS TRAINING DOCUMENTATION SHALL BE RECORDED IN OR WITHTHE SWPPP BEFORE THE START OF CONSTRUCTION OR AS SOON AS THE PERSONNEL FOR THE PROJECT HAVE BEENDETERMINED. DOCUMENTATION SHALL INCLUDE:4.1.NAMES OF THE PERSONNEL ASSOCIATED WITH THE PROJECT THAT ARE REQUIRED TO BE TRAINED PER SECTION21 OF THE PERMIT.4.2.DATES OF TRAINING AND NAME OF INSTRUCTOR AND ENTITY PROVIDING TRAINING.4.3.CONTENT OF TRAINING COURSE OR WORKSHOP INCLUDING THE NUMBER OF HOURS OF TRAINING.5.FOLLOWING FINAL STABILIZATION AND THE TERMINATION OF COVERAGE FOR THE NPDES PERMIT, THE OWNER ISEXPECTED TO FURNISH LONG TERM OPERATION AND MAINTENANCE (O & M) OF THE PERMANENT STORM WATERMANAGEMENT SYSTEM.CONSTRUCTION ACTIVITY REQUIREMENTSSWPPP AMENDMENTS (SECTION 6):1.ONE OF THE INDIVIDUALS DESCRIBED IN ITEM 21.2.A OR ITEM 21.2.B OR ANOTHER QUALIFIED INDIVIDUAL MUST COMPLETEALL SWPPP CHANGES. CHANGES INVOLVING THE USE OF A LESS STRINGENT BMP MUST INCLUDE A JUSTIFICATIONDESCRIBING HOW THE REPLACEMENT BMP IS EFFECTIVE FOR THE SITE CHARACTERISTICS.2.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECTPROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER THERE IS A CHANGE IN DESIGN, CONSTRUCTION,OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS HAVING A SIGNIFICANT EFFECT ON THE DISCHARGE OFPOLLUTANTS TO SURFACE WATERS OR GROUNDWATER.3.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECTPROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER INSPECTIONS OR INVESTIGATIONS BY THE SITE OWNER OROPERATOR, USEPA OR MPCA OFFICIALS INDICATE THE SWPPP IS NOT EFFECTIVE IN ELIMINATING OR SIGNIFICANTLYMINIMIZING THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER OR THE DISCHARGES ARECAUSING WATER QUALITY STANDARD EXCEEDANCES (E.G., NUISANCE CONDITIONS AS DEFINED IN MINN. R. 7050.0210,SUBP. 2) OR THE SWPPP IS NOT CONSISTENT WITH THE OBJECTIVES OF A USEPA APPROVED TMDL.BMP SELECTION AND INSTALLATION (SECTION 7):1.PERMITTEES MUST SELECT, INSTALL, AND MAINTAIN THE BMPS IDENTIFIED IN THE SWPPP AND IN THIS PERMIT IN ANAPPROPRIATE AND FUNCTIONAL MANNER AND IN ACCORDANCE WITH RELEVANT MANUFACTURER SPECIFICATIONS ANDACCEPTED ENGINEERING PRACTICES.EROSION PREVENTION (SECTION 8):1.BEFORE WORK BEGINS, PERMITTEES MUST DELINEATE THE LOCATION OF AREAS NOT TO BE DISTURBED.2.PERMITTEES MUST MINIMIZE THE NEED FOR DISTURBANCE OF PORTIONS OF THE PROJECT WITH STEEP SLOPES. WHENSTEEP SLOPES MUST BE DISTURBED, PERMITTEES MUST USE TECHNIQUES SUCH AS PHASING AND STABILIZATIONPRACTICES DESIGNED FOR STEEP SLOPES (E.G., SLOPE DRAINING AND TERRACING).3.PERMITTEES MUST STABILIZE ALL EXPOSED SOIL AREAS, INCLUDING STOCKPILES. STABILIZATION MUST BE INITIATEDIMMEDIATELY TO LIMIT SOIL EROSION WHEN CONSTRUCTION ACTIVITY HAS PERMANENTLY OR TEMPORARILY CEASED ONANY PORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 14 CALENDAR DAYS. STABILIZATION MUSTBE COMPLETED NO LATER THAN 14 CALENDAR DAYS AFTER THE CONSTRUCTION ACTIVITY HAS CEASED. STABILIZATION ISNOT REQUIRED ON CONSTRUCTED BASE COMPONENTS OF ROADS, PARKING LOTS AND SIMILAR SURFACES.STABILIZATION IS NOT REQUIRED ON TEMPORARY STOCKPILES WITHOUT SIGNIFICANT SILT, CLAY OR ORGANICCOMPONENTS (E.G., CLEAN AGGREGATE STOCKPILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES) BUTPERMITTEES MUST PROVIDE SEDIMENT CONTROLS AT THE BASE OF THE STOCKPILE.4.FOR PUBLIC WATERS THAT THE MINNESOTA DNR HAS PROMULGATED "WORK IN WATER RESTRICTIONS" DURINGSPECIFIED FISH SPAWNING TIME FRAMES, PERMITTEES MUST COMPLETE STABILIZATION OF ALL EXPOSED SOIL AREASWITHIN 200 FEET OF THE WATER'S EDGE, AND THAT DRAIN TO THESE WATERS, WITHIN 24 HOURS DURING THERESTRICTION PERIOD.5.PERMITTEES MUST STABILIZE THE NORMAL WETTED PERIMETER OF THE LAST 200 LINEAR FEET OF TEMPORARY ORPERMANENT DRAINAGE DITCHES OR SWALES THAT DRAIN WATER FROM THE SITE WITHIN 24 HOURS AFTER CONNECTINGTO A SURFACE WATER OR PROPERTY EDGE. PERMITTEES MUST COMPLETE STABILIZATION OF REMAINING PORTIONS OFTEMPORARY OR PERMANENT DITCHES OR SWALES WITHIN 14 CALENDAR DAYS AFTER CONNECTING TO A SURFACEWATER OR PROPERTY EDGE AND CONSTRUCTION IN THAT PORTION OF THE DITCH TEMPORARILY OR PERMANENTLYCEASES.6.TEMPORARY OR PERMANENT DITCHES OR SWALES BEING USED AS A SEDIMENT CONTAINMENT SYSTEM DURINGCONSTRUCTION (WITH PROPERLY DESIGNED ROCK-DITCH CHECKS, BIO ROLLS, SILT DIKES, ETC.) DO NOT NEED TO BESTABILIZED. PERMITTEES MUST STABILIZE THESE AREAS WITHIN 24 HOURS AFTER THEIR USE AS A SEDIMENTCONTAINMENT SYSTEM CEASES7.PERMITTEES MUST NOT USE MULCH, HYDROMULCH, TACKIFIER, POLYACRYLAMIDE OR SIMILAR EROSION PREVENTIONPRACTICES WITHIN ANY PORTION OF THE NORMAL WETTED PERIMETER OF A TEMPORARY OR PERMANENT DRAINAGEDITCH OR SWALE SECTION WITH A CONTINUOUS SLOPE OF GREATER THAN 2 PERCENT.8.PERMITTEES MUST PROVIDE TEMPORARY OR PERMANENT ENERGY DISSIPATION AT ALL PIPE OUTLETS WITHIN 24 HOURSAFTER CONNECTION TO A SURFACE WATER OR PERMANENT STORMWATER TREATMENT SYSTEM.9.PERMITTEES MUST NOT DISTURB MORE LAND (I.E., PHASING) THAN CAN BE EFFECTIVELY INSPECTED AND MAINTAINED INACCORDANCE WITH SECTION 11.SEDIMENT CONTROL (SECTION 9):1.PERMITTEES MUST ESTABLISH SEDIMENT CONTROL BMPS ON ALL DOWNGRADIENT PERIMETERS OF THE SITE ANDDOWNGRADIENT AREAS OF THE SITE THAT DRAIN TO ANY SURFACE WATER, INCLUDING CURB AND GUTTER SYSTEMS.PERMITTEES MUST LOCATE SEDIMENT CONTROL PRACTICES UPGRADIENT OF ANY BUFFER ZONES. PERMITTEES MUSTINSTALL SEDIMENT CONTROL PRACTICES BEFORE ANY UPGRADIENT LAND-DISTURBING ACTIVITIES BEGIN AND MUST KEEPTHE SEDIMENT CONTROL PRACTICES IN PLACE UNTIL THEY ESTABLISH PERMANENT COVER.2.IF DOWNGRADIENT SEDIMENT CONTROLS ARE OVERLOADED, BASED ON FREQUENT FAILURE OR EXCESSIVEMAINTENANCE REQUIREMENTS, PERMITTEES MUST INSTALL ADDITIONAL UPGRADIENT SEDIMENT CONTROL PRACTICESOR REDUNDANT BMPS TO ELIMINATE THE OVERLOADING AND AMEND THE SWPPP TO IDENTIFY THESE ADDITIONALPRACTICES AS REQUIRED IN ITEM 6.3.3.TEMPORARY OR PERMANENT DRAINAGE DITCHES AND SEDIMENT BASINS DESIGNED AS PART OF A SEDIMENTCONTAINMENT SYSTEM (E.G., DITCHES WITH ROCK-CHECK DAMS) REQUIRE SEDIMENT CONTROL PRACTICES ONLY ASAPPROPRIATE FOR SITE CONDITIONS.4.A FLOATING SILT CURTAIN PLACED IN THE WATER IS NOT A SEDIMENT CONTROL BMP TO SATISFY ITEM 9.2 EXCEPT WHENWORKING ON A SHORELINE OR BELOW THE WATERLINE. IMMEDIATELY AFTER THE SHORT TERM CONSTRUCTION ACTIVITY(E.G., INSTALLATION OF RIP RAP ALONG THE SHORELINE) IN THAT AREA IS COMPLETE, PERMITTEES MUST INSTALL ANUPLAND PERIMETER CONTROL PRACTICE IF EXPOSED SOILS STILL DRAIN TO A SURFACE WATER.5.PERMITTEES MUST RE-INSTALL ALL SEDIMENT CONTROL PRACTICES ADJUSTED OR REMOVED TO ACCOMMODATESHORT-TERM ACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES, IMMEDIATELY AFTER THESHORT-TERM ACTIVITY IS COMPLETED. PERMITTEES MUST RE-INSTALL SEDIMENT CONTROL PRACTICES BEFORE THENEXT PRECIPITATION EVENT EVEN IF THE SHORT-TERM ACTIVITY IS NOT COMPLETE.6.PERMITTEES MUST PROTECT ALL STORM DRAIN INLETS USING APPROPRIATE BMPS DURING CONSTRUCTION UNTIL THEYESTABLISH PERMANENT COVER ON ALL AREAS WITH POTENTIAL FOR DISCHARGING TO THE INLET.7.PERMITTEES MAY REMOVE INLET PROTECTION FOR A PARTICULAR INLET IF A SPECIFIC SAFETY CONCERN (E.G. STREETFLOODING/FREEZING) IS IDENTIFIED BY THE PERMITTEES OR THE JURISDICTIONAL AUTHORITY (E.G.,CITY/COUNTY/TOWNSHIP/MINNESOTA DEPARTMENT OF TRANSPORTATION ENGINEER). PERMITTEES MUST DOCUMENT THENEED FOR REMOVAL IN THE SWPPP.8.PERMITTEES MUST PROVIDE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS AT THE BASE OF STOCKPILES ONTHE DOWNGRADIENT PERIMETER.9.PERMITTEES MUST LOCATE STOCKPILES OUTSIDE OF NATURAL BUFFERS OR SURFACE WATERS, INCLUDINGSTORMWATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS UNLESS THERE IS A BYPASS IN PLACE FOR THESTORMWATER. 10. PERMITTEES MUST INSTALL A VEHICLE TRACKING BMP TO MINIMIZE THE TRACK OUT OF SEDIMENT FROM THECONSTRUCTION SITE OR ONTO PAVED ROADS WITHIN THE SITE. 11. PERMITTEES MUST USE STREET SWEEPING IF VEHICLE TRACKING BMPS ARE NOT ADEQUATE TO PREVENT SEDIMENTTRACKING ONTO THE STREET. 12. PERMITTEES MUST INSTALL TEMPORARY SEDIMENT BASINS AS REQUIRED IN SECTION 14. 13. IN ANY AREAS OF THE SITE WHERE FINAL VEGETATIVE STABILIZATION WILL OCCUR, PERMITTEES MUST RESTRICT VEHICLEAND EQUIPMENT USE TO MINIMIZE SOIL COMPACTION. 14. PERMITTEES MUST PRESERVE TOPSOIL ON THE SITE, UNLESS INFEASIBLE. 15. PERMITTEES MUST DIRECT DISCHARGES FROM BMPS TO VEGETATED AREAS UNLESS INFEASIBLE. 16. PERMITTEES MUST PRESERVE A 50 FOOT NATURAL BUFFER OR, IF A BUFFER IS INFEASIBLE ON THE SITE, PROVIDEREDUNDANT (DOUBLE) PERIMETER SEDIMENT CONTROLS WHEN A SURFACE WATER IS LOCATED WITHIN 50 FEET OF THEPROJECT'S EARTH DISTURBANCES AND STORMWATER FLOWS TO THE SURFACE WATER. PERMITTEES MUST INSTALLPERIMETER SEDIMENT CONTROLS AT LEAST 5 FEET APART UNLESS LIMITED BY LACK OF AVAILABLE SPACE. NATURALBUFFERS ARE NOT REQUIRED ADJACENT TO ROAD DITCHES, JUDICIAL DITCHES, COUNTY DITCHES, STORMWATERCONVEYANCE CHANNELS, STORM DRAIN INLETS, AND SEDIMENT BASINS. IF PRESERVING THE BUFFER IS INFEASIBLE,PERMITTEES MUST DOCUMENT THE REASONS IN THE SWPPP. SHEET PILING IS A REDUNDANT PERIMETER CONTROL IFINSTALLED IN A MANNER THAT RETAINS ALL STORMWATER. 17. PERMITTEES MUST USE POLYMERS, FLOCCULANTS, OR OTHER SEDIMENTATION TREATMENT CHEMICALS IN ACCORDANCEWITH ACCEPTED ENGINEERING PRACTICES, DOSING SPECIFICATIONS AND SEDIMENT REMOVAL DESIGN SPECIFICATIONSPROVIDED BY THE MANUFACTURER OR SUPPLIER. THE PERMITTEES MUST USE CONVENTIONAL EROSION AND SEDIMENTCONTROLS PRIOR TO CHEMICAL ADDITION AND MUST DIRECT TREATED STORMWATER TO A SEDIMENT CONTROL SYSTEMFOR FILTRATION OR SETTLEMENT OF THE FLOC PRIOR TO DISCHARGE.DEWATERING AND BASIN DRAINING (SECTION 10):1.PERMITTEES MUST DISCHARGE TURBID OR SEDIMENT-LADEN WATERS RELATED TO DEWATERING OR BASIN DRAINING(E.G., PUMPED DISCHARGES, TRENCH/DITCH CUTS FOR DRAINAGE) TO A TEMPORARY OR PERMANENT SEDIMENT BASINON THE PROJECT SITE UNLESS INFEASIBLE. PERMITTEES MAY DEWATER TO SURFACE WATERS IF THEY VISUALLY CHECKTO ENSURE ADEQUATE TREATMENT HAS BEEN OBTAINED AND NUISANCE CONDITIONS (SEE MINN. R. 7050.0210, SUBP. 2)WILL NOT RESULT FROM THE DISCHARGE. IF PERMITTEES CANNOT DISCHARGE THE WATER TO A SEDIMENTATION BASINPRIOR TO ENTERING A SURFACE WATER, PERMITTEES MUST TREAT IT WITH APPROPRIATE BMPS SUCH THAT THEDISCHARGE DOES NOT ADVERSELY AFFECT THE SURFACE WATER OR DOWNSTREAM PROPERTIES.2.IF PERMITTEES MUST DISCHARGE WATER CONTAINING OIL OR GREASE, THEY MUST USE AN OIL-WATER SEPARATOR ORSUITABLE FILTRATION DEVICE (E.G., CARTRIDGE FILTERS, ABSORBENTS PADS) PRIOR TO DISCHARGE.3.PERMITTEES MUST DISCHARGE ALL WATER FROM DEWATERING OR BASIN-DRAINING ACTIVITIES IN A MANNER THAT DOESNOT CAUSE EROSION OR SCOUR IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS OR INUNDATION OF WETLANDS INTHE IMMEDIATE VICINITY OF DISCHARGE POINTS THAT CAUSES SIGNIFICANT ADVERSE IMPACT TO THE WETLAND.4.IF PERMITTEES USE FILTERS WITH BACKWASH WATER, THEY MUST HAUL THE BACKWASH WATER AWAY FOR DISPOSAL,RETURN THE BACKWASH WATER TO THE BEGINNING OF THE TREATMENT PROCESS, OR INCORPORATE THE BACKWASHWATER INTO THE SITE IN A MANNER THAT DOES NOT CAUSE EROSION.INSPECTIONS AND MAINTENANCE (SECTION 11):1.PERMITTEES MUST ENSURE A TRAINED PERSON, AS IDENTIFIED IN ITEM 21.2.B, WILL INSPECT THE ENTIRE CONSTRUCTIONSITE AT LEAST ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALLEVENT GREATER THAN 1/2 INCH IN 24 HOURS.2.PERMITTEES MUST INSPECT AND MAINTAIN ALL PERMANENT STORMWATER TREATMENT BMPS.3.PERMITTEES MUST INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS AND POLLUTION PREVENTIONMANAGEMENT MEASURES TO ENSURE INTEGRITY AND EFFECTIVENESS. PERMITTEES MUST REPAIR, REPLACE ORSUPPLEMENT ALL NONFUNCTIONAL BMPS WITH FUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY AFTERDISCOVERY UNLESS ANOTHER TIME FRAME IS SPECIFIED IN ITEM 11.5 OR 11.6. PERMITTEES MAY TAKE ADDITIONAL TIME IFFIELD CONDITIONS PREVENT ACCESS TO THE AREA.4.DURING EACH INSPECTION, PERMITTEES MUST INSPECT SURFACE WATERS, INCLUDING DRAINAGE DITCHES ANDCONVEYANCE SYSTEMS BUT NOT CURB AND GUTTER SYSTEMS, FOR EVIDENCE OF EROSION AND SEDIMENT DEPOSITION.PERMITTEES MUST REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS,CATCH BASINS, AND OTHER DRAINAGE SYSTEMS AND RESTABILIZE THE AREAS WHERE SEDIMENT REMOVAL RESULTS INEXPOSED SOIL. PERMITTEES MUST COMPLETE REMOVAL AND STABILIZATION WITHIN SEVEN (7) CALENDAR DAYS OFDISCOVERY UNLESS PRECLUDED BY LEGAL, REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. PERMITTEES MUST USEALL REASONABLE EFFORTS TO OBTAIN ACCESS. IF PRECLUDED, REMOVAL AND STABILIZATION MUST TAKE PLACE WITHINSEVEN (7) DAYS OF OBTAINING ACCESS. PERMITTEES ARE RESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATEAND FEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK IN SURFACEWATERS.5.PERMITTEES MUST INSPECT CONSTRUCTION SITE VEHICLE EXIT LOCATIONS, STREETS AND CURB AND GUTTER SYSTEMSWITHIN AND ADJACENT TO THE PROJECT FOR SEDIMENTATION FROM EROSION OR TRACKED SEDIMENT FROM VEHICLES.PERMITTEES MUST REMOVE SEDIMENT FROM ALL PAVED SURFACES WITHIN ONE (1) CALENDAR DAY OF DISCOVERY OR, IFAPPLICABLE, WITHIN A SHORTER TIME TO AVOID A SAFETY HAZARD TO USERS OF PUBLIC STREETS.6.PERMITTEES MUST REPAIR, REPLACE OR SUPPLEMENT ALL PERIMETER CONTROL DEVICES WHEN THEY BECOMENONFUNCTIONAL OR THE SEDIMENT REACHES 1/2 OF THE HEIGHT OF THE DEVICE.7.PERMITTEES MUST DRAIN TEMPORARY AND PERMANENT SEDIMENTATION BASINS AND REMOVE THE SEDIMENT WHEN THEDEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGE VOLUME.8.PERMITTEES MUST ENSURE THAT AT LEAST ONE INDIVIDUAL PRESENT ON THE SITE (OR AVAILABLE TO THE PROJECT SITEIN THREE (3) CALENDAR DAYS) IS TRAINED IN THE JOB DUTIES DESCRIBED IN ITEM 21.2.B.9.PERMITTEES MAY ADJUST THE INSPECTION SCHEDULE DESCRIBED IN ITEM 11.2 AS FOLLOWS:a. INSPECTIONS OF AREAS WITH PERMANENT COVER CAN BE REDUCED TO ONCE PER MONTH, EVEN IF CONSTRUCTIONACTIVITY CONTINUES ON OTHER PORTIONS OF THE SITE; ORb.WHERE SITES HAVE PERMANENT COVER ON ALL EXPOSED SOIL AND NO CONSTRUCTION ACTIVITY IS OCCURRINGANYWHERE ON THE SITE, INSPECTIONS CAN BE REDUCED TO ONCE PER MONTH AND, AFTER 12 MONTHS, MAY BESUSPENDED COMPLETELY UNTIL CONSTRUCTION ACTIVITY RESUMES. THE MPCA MAY REQUIRE INSPECTIONS TORESUME IF CONDITIONS WARRANT; ORc.WHERE CONSTRUCTION ACTIVITY HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS, INSPECTIONS MAYBE SUSPENDED. INSPECTIONS MUST RESUME WITHIN 24 HOURS OF RUNOFF OCCURRING, OR UPON RESUMINGCONSTRUCTION, WHICHEVER COMES FIRST. 10. PERMITTEES MUST RECORD ALL INSPECTIONS AND MAINTENANCE ACTIVITIES WITHIN 24 HOURS OF BEING CONDUCTEDAND THESE RECORDS MUST BE RETAINED WITH THE SWPPP. THESE RECORDS MUST INCLUDE:a.DATE AND TIME OF INSPECTIONS; ANDb.NAME OF PERSONS CONDUCTING INSPECTIONS; ANDc.ACCURATE FINDINGS OF INSPECTIONS, INCLUDING THE SPECIFIC LOCATION WHERE CORRECTIVE ACTIONS ARENEEDED; ANDd.CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVITIES); ANDe.DATE OF ALL RAINFALL EVENTS GREATER THAN 1/2 INCHES IN 24 HOURS, AND THE AMOUNT OF RAINFALL FOR EACHEVENT. PERMITTEES MUST OBTAIN RAINFALL AMOUNTS BY EITHER A PROPERLY MAINTAINED RAIN GAUGE INSTALLEDONSITE, A WEATHER STATION THAT IS WITHIN ONE (1) MILE OF YOUR LOCATION, OR A WEATHER REPORTING SYSTEMTHAT PROVIDES SITE SPECIFIC RAINFALL DATA FROM RADAR SUMMARIES; ANDf.IF PERMITTEES OBSERVE A DISCHARGE DURING THE INSPECTION, THEY MUST RECORD AND SHOULD PHOTOGRAPHAND DESCRIBE THE LOCATION OF THE DISCHARGE (I.E., COLOR, ODOR, SETTLED OR SUSPENDED SOLIDS, OIL SHEEN,AND OTHER OBVIOUS INDICATORS OF POLLUTANTS); ANDg.ANY AMENDMENTS TO THE SWPPP PROPOSED AS A RESULT OF THE INSPECTION MUST BE DOCUMENTED ASREQUIRED IN SECTION 6 WITHIN SEVEN (7) CALENDAR DAYS.POLLUTION PREVENTION MANAGEMENT (SECTION 12):1.PERMITTEES MUST PLACE BUILDING PRODUCTS AND LANDSCAPE MATERIALS UNDER COVER (E.G., PLASTIC SHEETING ORTEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITHSTORMWATER. PERMITTEES ARE NOT REQUIRED TO COVER OR PROTECT PRODUCTS WHICH ARE EITHER NOT A SOURCEOF CONTAMINATION TO STORMWATER OR ARE DESIGNED TO BE EXPOSED TO STORMWATER.2.PERMITTEES MUST PLACE PESTICIDES, FERTILIZERS AND TREATMENT CHEMICALS UNDER COVER (E.G., PLASTICSHEETING OR TEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZECONTACT WITH STORMWATER.3.PERMITTEES MUST STORE HAZARDOUS MATERIALS AND TOXIC WASTE, (INCLUDING OIL, DIESEL FUEL, GASOLINE,HYDRAULIC FLUIDS, PAINT SOLVENTS, PETROLEUM-BASED PRODUCTS, WOOD PRESERVATIVES, ADDITIVES, CURINGCOMPOUNDS, AND ACIDS) IN SEALED CONTAINERS TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. STORAGE ANDDISPOSAL OF HAZARDOUS WASTE MATERIALS MUST BE IN COMPLIANCE WITH MINN. R. CH. 7045 INCLUDING SECONDARYCONTAINMENT AS APPLICABLE.4.PERMITTEES MUST PROPERLY STORE, COLLECT AND DISPOSE SOLID WASTE IN COMPLIANCE WITH MINN. R. CH. 7035.5.PERMITTEES MUST POSITION PORTABLE TOILETS SO THEY ARE SECURE AND WILL NOT TIP OR BE KNOCKED OVER.PERMITTEES MUST PROPERLY DISPOSE SANITARY WASTE IN ACCORDANCE WITH MINN. R. CH. 7041.6.PERMITTEES MUST TAKE REASONABLE STEPS TO PREVENT THE DISCHARGE OF SPILLED OR LEAKED CHEMICALS,INCLUDING FUEL, FROM ANY AREA WHERE CHEMICALS OR FUEL WILL BE LOADED OR UNLOADED INCLUDING THE USE OFDRIP PANS OR ABSORBENTS UNLESS INFEASIBLE. PERMITTEES MUST ENSURE ADEQUATE SUPPLIES ARE AVAILABLE ATALL TIMES TO CLEAN UP DISCHARGED MATERIALS AND THAT AN APPROPRIATE DISPOSAL METHOD IS AVAILABLE FORRECOVERED SPILLED MATERIALS. PERMITTEES MUST REPORT AND CLEAN UP SPILLS IMMEDIATELY AS REQUIRED BYMINN. STAT. 115.061, USING DRY CLEAN UP MEASURES WHERE POSSIBLE.7.PERMITTEES MUST LIMIT VEHICLE EXTERIOR WASHING AND EQUIPMENT TO A DEFINED AREA OF THE SITE. PERMITTEESMUST CONTAIN RUNOFF FROM THE WASHING AREA IN A SEDIMENT BASIN OR OTHER SIMILARLY EFFECTIVE CONTROLSAND MUST DISPOSE WASTE FROM THE WASHING ACTIVITY PROPERLY. PERMITTEES MUST PROPERLY USE AND STORESOAPS, DETERGENTS, OR SOLVENTS.8.PERMITTEES MUST PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLID WASTES GENERATED BY WASHOUTOPERATIONS (E.G., CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS AND OTHER CONSTRUCTIONMATERIALS) RELATED TO THE CONSTRUCTION ACTIVITY. PERMITTEES MUST PREVENT LIQUID AND SOLID WASHOUTWASTES FROM CONTACTING THE GROUND AND MUST DESIGN THE CONTAINMENT SO IT DOES NOT RESULT IN RUNOFFFROM THE WASHOUT OPERATIONS OR AREAS. PERMITTEES MUST PROPERLY DISPOSE LIQUID AND SOLID WASTES INCOMPLIANCE WITH MPCA RULES. PERMITTEES MUST INSTALL A SIGN INDICATING THE LOCATION OF THE WASHOUTFACILITY.PERMIT TERMINATION (SECTION 4 AND SECTION 13):1.PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER ALL TERMINATION CONDITIONS LISTED IN SECTION 13 ARECOMPLETE.2.PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER SELLING OR OTHERWISE LEGALLY TRANSFERRING THE ENTIRESITE, INCLUDING PERMIT RESPONSIBILITY FOR ROADS (E.G., STREET SWEEPING) AND STORMWATER INFRASTRUCTUREFINAL CLEAN OUT, OR TRANSFERRING PORTIONS OF A SITE TO ANOTHER PARTY. THE PERMITTEES' COVERAGE UNDERTHIS PERMIT TERMINATES AT MIDNIGHT ON THE SUBMISSION DATE OF THE NOT.3.PERMITTEES MUST COMPLETE ALL CONSTRUCTION ACTIVITY AND MUST INSTALL PERMANENT COVER OVER ALL AREASPRIOR TO SUBMITTING THE NOT. VEGETATIVE COVER MUST CONSIST OF A UNIFORM PERENNIAL VEGETATION WITH ADENSITY OF 70 PERCENT OF ITS EXPECTED FINAL GROWTH. VEGETATION IS NOT REQUIRED WHERE THE FUNCTION OF ASPECIFIC AREA DICTATES NO VEGETATION, SUCH AS IMPERVIOUS SURFACES OR THE BASE OF A SAND FILTER.4.PERMITTEES MUST CLEAN THE PERMANENT STORMWATER TREATMENT SYSTEM OF ANY ACCUMULATED SEDIMENT ANDMUST ENSURE THE SYSTEM MEETS ALL APPLICABLE REQUIREMENTS IN SECTION 15 THROUGH 19 AND IS OPERATING ASDESIGNED.5.PERMITTEES MUST REMOVE ALL SEDIMENT FROM CONVEYANCE SYSTEMS PRIOR TO SUBMITTING THE NOT.6.PERMITTEES MUST REMOVE ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMPS PRIORTO SUBMITTING THE NOT. PERMITTEES MAY LEAVE BMPS DESIGNED TO DECOMPOSE ON-SITE IN PLACE.7.FOR RESIDENTIAL CONSTRUCTION ONLY, PERMIT COVERAGE TERMINATES ON INDIVIDUAL LOTS IF THE STRUCTURES AREFINISHED AND TEMPORARY EROSION PREVENTION AND DOWNGRADIENT PERIMETER CONTROL IS COMPLETE, THERESIDENCE SELLS TO THE HOMEOWNER, AND THE PERMITTEE DISTRIBUTES THE MPCA'S "HOMEOWNER FACT SHEET" TOTHE HOMEOWNER.8.FOR CONSTRUCTION PROJECTS ON AGRICULTURAL LAND (E.G., PIPELINES ACROSS CROPLAND), PERMITTEES MUSTRETURN THE DISTURBED LAND TO ITS PRECONSTRUCTION AGRICULTURAL USE PRIOR TO SUBMITTING THE NOT.SEED NOTES:ALL SEED MIXES AND APPLICATION SHALL BE IN ACCORDANCE WITH THE MNDOT SEEDING MANUAL.GENERAL RECOMMENDATIONS:THE CONTRACTOR IS RESPONSIBLE TO SALVAGE AND PRESERVE EXISTING TOPSOIL NECESSARY FOR FINAL STABILIZATIONAND TO ALSO MINIMIZE COMPACTION IN ALL LANDSCAPE AREAS. IMMEDIATELY BEFORE SEEDING THE SOIL SHALL BE TILLED TOA MINIMUM DEPTH OF 3 INCHES.TEMPORARY EROSION CONTROL SEEDING, MULCHING & BLANKET.SEED·TEMPORARY SEED SHALL BE MNDOT SEED MIX 21-112 (WINTER WHEAT COVER CROP) FOR WINTER AND 21-111 (OATSCOVER CROP) FOR SPRING/SUMMER APPLICATIONS. BOTH SEED MIXES SHALL BE APPLIED AT A SEEDING RATE OF 100LBS/ACRE.MULCH·IMMEDIATELY AFTER SEEDING, WITHIN 24 HOURS, MNDOT TYPE 1 MULCH SHOULD BE APPLIED TO PROTECT AND ENHANCESEED GERMINATION. MULCH SHALL BE APPLIED AT 90% COVERAGE (2 TONS PER ACRE OF STRAW MULCH)SLOPES·3:1 (HORIZ/VERT.) OR FLATTER MUCH SHALL BE COVERED WITH MULCH·SLOPES STEEPER THAN 3:1 OR DITCH BOTTOMS SHALL BE COVERED WITH EROSION CONTROL BLANKET.·SEE PLAN FOR MORE DETAILED DITCH AND STEEP SLOPE EROSION CONTROL TREATMENTS.GENERAL SWPPP REQUIREMENTS AND NOTES:
Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060Hugo Gardens
HUGO, MINNESOTA
6008 VIRGINIA AVE, EDINA, MN 55424
HUGO GARDEN APARTMENTS LLC
PROJECT
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.02.21.2020ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:1929604.17.2020CITY RE-SUBMITTAL. .. .. .. .. .02.21.2020AMENDMENT TO PUDDRAWN BY:REVIEWED BY: KT, ND, JDPS. .. .. .. .. .. .. .4/17/2020 14:10:53COPYRIGHT CIVIL SITE GROUP INC.cREVISION SUMMARYDATEDESCRIPTIONSW1.4SWPPP - ATTACHMENTS. .. .. .. .. .. .ATTACHMENT A: SITE SPECIFIC SWPPP DOCUMENTPROJECT NAME: HUGO FLATSPROJECT LOCATION (BRIEFLY DESCRIBE WHERE CONSTRUCTION ACTIVITY OCCURS. INCLUDE ADDRESS IF AVAILABLE.)ADDRESS: -CITY OR TOWNSHIP: HUGOSTATE: MNZIP CODE: 55038LATITUDE/LONGITUDE OF APPROXIMATE CENTROID OF PROJECT: 45.162254, -92.998244METHOD OF LAT/LONG COLLECTION (CIRCLE ONE): GPS ONLINE TOOL USGS TOPOGRAPHICALL CITIES WHERE CONSTRUCTION WILL OCCUR: HUGOALL COUNTIES WHERE CONSTRUCTION WILL OCCUR: WASHINGTONALL TOWNSHIPS WHERE CONSTRUCTION WILL OCCUR: -PROJECT SIZE (NUMBER OF ACRES TO BE DISTURBED): 12.5PROJECT TYPE (CIRCLE ONE): RESIDENTIAL COMMERCIAL/INDUSTRIAL ROAD CONSTRUCTION RESIDENTIAL & RD CONSTRUCTION OTHER (DESCRIBE): XXXXXCUMULATIVE IMPERVIOUS SURFACE (TO THE NEAREST TENTH ACRE)EXISTING AREA OF IMPERVIOUS SURFACE : 3.0POST CONSTRUCTION AREA OF IMPERVIOUS SURFACE: 9.0TOTAL NEW AREA OF IMPERVIOUS SURFACE: 6.0RECEIVING WATERSWATER BODY ID NAME OF WATER BODY WATER BODY TYPE SPECIAL WATER? (Y/N) IMPARIED WATER (Y/N)07010206-519...CLEARWATER CREEK...CREEK...N...Y...DATES OF CONSTRUCTIONCONSTRUCTION START DATE: 06/20ESTIMATED COMPLETION DATE: 06/21GENERAL CONSTRUCTION PROJECT INFORMATIONDESCRIBE THE CONSTRUCTION ACTIVITY (WHAT WILL BE BUILT, GENERAL TIMELINE, ETC): SEVERAL PROPOSED TOWNHOME BUIDLINGS AND THEIR ASSOCAITED SITE FEATURES WILL BE CONSTRUCTED. AS WELL AS AN EXTENSIONOF A PUBLIC ROAD.DESCRIBE SOIL TYPES FOUND AT THE PROJECT: SANDLY LOAM (HSG C)SITE LOCATION MAP - ATTACH MAPS (U.S. GEOLOGIC SURVEY 7.5 MINUTE QUADRANGLE, NATIONAL WETLAND INVENTORY MAPS OR EQUIVALENT) SHOWING THE LOCATION AND TYPE OF ALL RECEIVING WATERS, INCLUDINGWETLANDS, DRAINAGE DITCHES, STORMWATER PONDS, OR BASINS, ETC. THAT WILL RECEIVE RUNOFF FROM THE PROJECT. USE ARROWS SHOWING THE DIRECTION OF FLOW AND DISTANCE TO THE WATER BODY.GENERAL SITE INFORMATION (III.A)1. DESCRIBE THE LOCATION AND TYPE OF ALL TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICIES (BMP'S). INCLUDE THE TIMING FOR INSTALLATION AND PROCEDURESUSED TO ESTABLISH ADDITIONAL TEMPORARY BMP'S AS NECESSARY. (III.A.4.A)THE PROJECT IS PROTECTED BY TWO (W) MAIN BMP'S, SILT FENCE AND INLET PROTECTION DEVICES. THE SILT FENCE WILL BE INSTALLED AT THE DOWNHILL LOCATIONS OF THE SITE AND MONITORED AS NECESSARY. INLETPROTECTION DEVIDES WILL BE INSTALLED IN ALL CATCH BASINS ON THE SITE AND ANY OFF SITE THAT WILL RECEIVE STORMWATER RUNOFF FROM THIS SITE. AS THE PROJECT PROGRESSES ADDITIONAL BMP'S SUCH AS EROSIONCONTROL BLANKET MAY BE UTILITZED.2. ATTACH TO THIS SWPPP A TABLE WITH THE ANTICIPATED QUANITITIES FOR THE LIFE OF THE PROJECT FOR ALL EROSION PREVENTION AND SEDIMENT CONTROL BMP'S (III.A.4.B) SEE PAGE SW1.33. ATTACH TO THIS SWPPP A SITE MAP THAT INCLUDES THE FOLLOWING FEATURES (III.A.3.B-F):EXIST AND FINAL GRADES, INCLUDING DIVIDING LINES AND DIRECTION OF FLOW FOR ALL PRE AND POST-CONSTRUCTION STORMRWATER RUNOFF DRAINAGE AREAS LOCATED WITHIN THE PROJECT LIMITS.LOCATIONS OF IMPERVIOUS SURFACES AND SOIL TYPES.·EXISTING AND FINAL GRADES, INCLUDING DIVIDING LINES AND DIRECTION OF FLOW FOR ALL PRE AND POST-CONSTRUCTION STORMWATER RUNOFF DRAINAGE AREAS LOCATED WITHIN PROJECT LIMITS.·LOCATIONS OF AREAS NOT TO BE DISTRUBED.·LOCATION OF AREAS OF PHASED CONSTRUCTION.·ALL SURFACE WATERS AND EXISTING WETLANDS WITHIN ONE MILE FROM THE PROJECT BOUNDARIES THAT WILL RECEIVE STORMWATER RUNOFF FROM THE SITE (IDENTIFIABLE ON MAPS SUCH AS USGS 7.5 MINUTEQUADRANGLE MAPS OR EQUIVALENT. WHERE SURFACE WATERS RECEIVING RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY WILL NOT FIT ON THE PLAN SHEET, THEY MUST BE IDENTIFIED WITH AN ARROW,INDICATING BOTH DIRECTION AND DISTANCE TO THE SURFACE WATER.·METHODS TO BE USED FOR FINAL STABILIZATION OF ALL EXPOSED SOIL AREA4. WERE STORMWATER MITIGATION MEASURES REQUIRED AS THE RESULT OF AN ENVIRONMENTAL, ARCHAEOLOGICAL, OR OTHER REQUIRED LOCAL, STATE OR FEDERAL REVIEW OF THE PROJECT? NOIF YES, DESCRIBE HOW THESE MEASURES WERE ADDRESSED IN THE SWPPP. (III.A.6)N/A5. IS THE PROJECT LOCATED IN A KARST AREA SUCH THAT ADDITIONAL MEASURES WOULD BE NECESSARY OT PROJECT DRINKING WATER SUPPLY MANAGEMENT AREAS AS DESCRIBED IN MINN. R. CHAPTERS 7050 AND 7060? NOIF YES, DESCRIBE THE ADDITIONAL MEASURES TO BE USED. (III.A.7)N/A6. DOES THE SITE DISCHARGE TO A CALCEREOUS FEN LISTED IN MINN. R. 7050.0180, SUBP. 6 B? NOIF YES, A LETTER OF APPROVAL FROM THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES MUST BE OBTAINED PRIOR TO APPLICATION FOR THIS PERMIT. (PART I B.6 AND PART III.A.8)7. DOES THE SITE DISCHARGE TO A WATER THAT IS LISTED AS IMPARED FOR THE FOLLOWING POLLUTANT(S) OR STRESSOR(S): PHOSPHORUS, TURBIDITY, DISSOLVED OXYGEN OR BIOTIC IMPAIRMENT? USE THE SPECIAL ANDIMPAIRED WATERS SEARCH TOOL AT: WWW.PCA.STATE.MN.US/WATER/STORMWATER/STORMWATER-C.HTMLYESIF NO, SKIP TO TRAININGDOES THE IMPAIRED WATER HAVE AN APPROVED TOTAL MAXIMUM DAILY LOADS (TMDL) WITH AN APPROVED WASTE LOAD ALLOCATION FOR CONSTRUCTION ACTIVITY? NOIF YES:A. LIST THE RECEIVING WATER, THE AREAS OF THE SITE DISCHARGING TO IT, AND THE POLLUTANT(S) IDENTIFIED IN THE TMDL.B. LIST THE BMP'S AND ANY OTHER SPECIFIC CONSTRUCTION STORMWATER RELATED IMPLEMENTATION ACTIVITIES IDENTIFIED IN THE TMDL.IF THE SITE HAS A DISCHARGE POINT WITHIN ONE MILE OF THE IMPAIRED WATER AND THE WATER FLOWS TO THE IMPAIRED WATER BUT NO SPECIFIC BMPS FOR CONSTRUCTION ARE IDENTIFIED IN THE TMDL, THE ADDITIONALBMPS IN APPENDIX A (C.1, C.2, C.3 & (C.4-TROUT STREAM)) MUST BE ADDED TO THE SWPPP AND IMPLEMENTED. (III.A.7). THE ADDITIONAL BMPS ONLY APPLY TO THOSE PORTIONS OF THE PROJECT THAT DRAIN TO ONE OF THEIDENTIFIED DISCHARGE POINTS.N/A8. IDENTIFY ADJACENT PUBLIC WATERS WHERE THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES (DNR) HAS DECLARED “WORK IN WATER RESTRICTIONS” DURING FISH SPAWNING TIMEFRAMESN/ASELECTION OF A PERMANENT STORMWATER MANAGEMENT SYSTEM (III.D.)1. WILL THE PROJECT CREATE A NEW CUMULATIVE IMPERVIOUS SURFACE GREATER THAN OR EQUAL TO ONE ACRE? YES OR NOIF YES, A WATER QUALITY VOLUME OF ONE INCH OF RUNOFF FROM THE CUMULATIVE NEW IMPERVIOUS SURFACES MUST BE RETAINED ON SITE (SEE PART III.D OF THE PERMIT) THROUGH INFILTRATION UNLESS PROHIBITED DUETO ONE OF THE REASONS IN PART III.D.1.J. IF INFILTRATION IS PROHIBITED IDENTIFY OTHER METHOD OF OTHER VOLUME REDUCTION (E.G., FILTRATION SYSTEM, WET SEDIMENTATION BASIN, REGIONAL PONDING OR EQUIVALENTMETHOD2. DESCRIBE WHICH METHOD WILL BE USED TO TREAT RUNOFF FROM THE NEW IMPERVIOUS SURFACES CREATED BY THE PROJECT (III.D):·WET SEDIMENTATION BASIN·INFILTRATION/FILTRATION·REGIONAL PONDS·COMBINATION OF PRACTICESINCLUDE ALL CALCULATIONS AND DESIGN INFORMATION FOR THE METHOD SELECTED. SEE PART III.D OF THE PERMIT FOR SPECIFIC REQUIREMENTS ASSOCIATED WITH EACH METHOD.REGIONAL PONDINGCALCULATIONS ARE WITHIN THE SITE STORM WATER MANAGEMENT REPORT AND PART OF THIS SWPPP AS ATTACHMENT D.3. IF IT IS NOT FEASIBLE TO MEET THE TREATMENT REQUIREMENT FOR THE WATER QUALITY VOLUME, DESCRIBE WHY. THIS CAN INCLUDE PROXIMITY TO BEDROCK OR ROAD PROJECTS WHERE THE LACK OF RIGHT OF WAYPRECLUDES THE INSTALLATION OF ANY PERMANENT STORMWATER MANAGEMENT PRACTICES. DESCRIBE WHAT OTHER TREATMENT, SUCH AS GRASSES SWALES, SMALLER PONDS, OR GRIT CHAMBERS, WILL BE IMPLEMENTEDTO TREAT RUNOFF PRIOR TO DISCHARGE TO SURFACE WATERS. (III.C)IT IS FEASIBLE TO MEET REQUIREMENT FOR WATER QUALITY VOLUME.4. FOR PROJECTS THAT DISCHARGE TO TROUT STREAMS, INCLUDING TRIBUTARIES TO TROUT STREAMS, IDENTIFY METHOD OF INCORPORATING TEMPERATURE CONTROLS INTO THE PERMANENT STORMWATER MANAGEMENTSYSTEM.N/AEROSION PREVENTION PRACTICES (IV.B)DESCRIBE THE TYPES OF TEMPORARY EROSION PREVENTION BMP'S EXPECTED TO BE IMPLEMENTED ON THIS SITE DURING CONSTRUCITON:1. DESCRIBE CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS, HORIZONTAL SLOPE GRADING, AND OTHER CONSTRUCTION PRACTICES TO MINIMIZE EROSION. DELINEATE AREAS NOT TO BEDISTURBED (E.G., WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC.) BEFORE WORK BEGINS.SILT FENCE WILL BE INSTALLED AT ATHE DOWNHILL LOCATIONS OF THE SITE.2. DESCRIBE METHODS OF TEMPORARILY STABILIZING SOILS AND SOIL STOCKPILES (E.G., MULCHES, HYDRAULIC TACKIFIERS, EROSION BLANKETS, ETC.):TEMPORARY EROSION PROTECTION WILL BE SEED AND MULCH AND EROSION BLANKETS WHERE REQUIRED, WITH PERMANENT COVER BEING EITHER SOD OR LANDSCAPE FEATURES.3. DESCRIBE METHODS OF DISSIPATING VELOCITY ALONG STORMWATER CONVEYANCE CHANNELS AND AT CHANNEL OUTLETS (E.G., CHECK DAMS, SEDIMENT TRAPS, RIP RAP, ETC.):SOD WILL BE UTILIZED ALONG CHANNELS AND RIP RAP AT CHANNEL.4. DESCRIBE METHODS TO BE USED FOR STABILIZATION OF DITCH AND SWALE WETTED PERIMETERS (NOTE THAT MULCH, HYDRAULIC SOIL TACKIFIERS, HYDROMULCHES, ETC. ARE NOT ACCEPTABLESOIL STABILIZATION METHODS FOR ANY PART OF A DRAINAGE DITCH OR SWALE)FINAL STABILIZATION OF SWALES WILL BE SOD5. DESCRIBE METHODS TO BE USED FOR ENERGY DISSIPATION AT PIPE OUTLETS (E.G., RIP RAP, SPLASH PADS, GABIONS, ETC.)RIP RAP WILL BE UTILIZED AT PIPE OUTLETS6. DESCRIBE METHODS TO BE USED TO PROMOTE INFILTRATION AND SEDIMENT REMOVAL ON THE SITE PRIOR TO OFFSITE DISCHARGE, UNLESS INFEASIBLE (E.G., DIRECT STORMWATER FLOW TOVEGETATED AREAS):DISCONNECTED IMPERVIOUS AREA AND INFILTRATION AREAS WILL BE UTILIZED7. FOR DRAINAGE OR DIVERSION DITCHES, DESCRIBE PRACTICES TO STABILIZE THE NORMAL WETTED PERIMETER WITHIN 200 LINEAL FEET OF THE PROPERTY EDGE OR POINT OF DISCHARGE TOSURFACE WATER. THE LAST 200 LINEAL FEET MUST BE STABILIZED WITHIN 24 HOURS AFTER CONNECTING TO SURFACE WATERS AND CONSTRUCTION IN THAT PORTION OF THE DITCH HAS TEMPORARILYOR PERMANENTLY CEASED FOR ALL DISCHARGES TO SPECIAL, IMPAIRED OR “WORK IN WATER RESTRICTIONS”. ALL OTHER REMAINING PORTIONS OF THE TEMPORARY OR PERMANENT DITCHES ORSWALES WITHIN 14 CALENDAR DAYS AFTER CONNECTING TO A SURFACE WATER, PROPERTY EDGE AND CONSTRUCTION IN THAT AREA HAS TEMPORARILY OR PERMANENTLY CEASED.N/A, NO DITCHES ON SITE8. DESCRIBE ADDITIONAL EROSION PREVENTION MEASURES THAT WILL BE IMPLEMENTED AT THE SITE DURING CONSTRUCTION (E.G., CONSTRUCTION PHASING, MINIMIZING SOIL DISTURBANCE,VEGETATIVE BUFFERS, HORIZONTAL SLOPE GRADING, SLOPE DRAINING/TERRACING, ETC.):OTHER EROSION CONTROL PRACTICES INCLUDE BUT ARE NOT LIMITED TO; MINIMIZING SITE EXPOSURE WHEN POSSIBLE.9. IF APPLICABLE, INCLUDE ADDITIONAL REQUIREMENTS IN APPENDIX A PART C.3 REGARDING MAINTAINING A 100-FOOT BUFFER ZONE OR INSTALLING REDUNDANT BMPS FOR PORTIONS OF THE SITETHAT DRAIN TO SPECIAL WATERS).N/A10. IF APPLICABLE, DESCRIBE ADDITIONAL EROSION PREVENTION BMPS TO BE IMPLEMENTED AT THE SITE TO PROTECT PLANNED INFILTRATION AREASMINIMIZE SITE EXPOSURE IN AREAS ADJACENT TO INFILTRATION AREAS.SEDIMENT CONTROL PRACTICIES (IV.C)DESCRIBE THE METHODS OF SEDIMENT CONTROL BMPS TO BE IMPLEMENTED AT THIS SITE DURING CONSTRUCTION TO MINIMIZE SEDIMENT IMPACTS TO SURFACE WATERS, INCLUDING CURB ANDGUTTER SYSTEMS1. DESCRIBE METHODS TO BE USED FOR DOWN GRADIENT PERIMETER CONTROL:SILT FENCE WILL BE INSTALLED AROUND THE ENTIRE PERIMETER OF THE SITE2. DESCRIBE METHODS TO BE USED TO CONTAIN SOIL STOCKPILES:SEED AND MULCH AS WELL AS EROSION CONTROL BLANKETS WILL BE UTILIZED AS NECESSARY3. DESCRIBE METHODS TO BE USED FOR STORM DRAIN INLET PROTECTION:SEE INLET PROTECTION DETAILS4. DESCRIBE METHODS TO MINIMIZE VEHICLE TRACKING AT CONSTRUCTION EXITS AND STREET SWEEPING ACTIVITIES:THE PROJECT WILL UTILIZE A ROCK CONSTRUCTION ENTRANCE.5. DESCRIBE METHODS, IF APPLICABLE, ADDITIONAL SEDIMENT CONTROLS (E.G., DIVERSION BERMS) TO BE INSTALLED TO KEEP RUNOFF AWAY FROM PLANNED INFILTRATION AREAS WHEN EXCAVATEDPRIOR TO FINAL STABILIZATION OF THE CONTRIBUTING DRAINAGE AREA:SILT FENCE TO BE INSTALLED IMMEDIATELY AFTER GRADING TO PROTECT INFILTRATION AREAS.6. DESCRIBE METHODS TO BE USED TO MINIMIZE SOIL COMPACTION AND PRESERVE TOP SOIL (UNLESS INFEASIBLE) AT THIS SITE:LIGHT TRACKED EQUIPMENT WILL BE USED, TOPSOIL WILL BE STRIPPED AND STOCKPILED7. DESCRIBE PLANS TO PRESERVE A 50-FOOT NATURAL BUFFER BETWEEN THE PROJECT'S SOIL DISTURBANCE AND A SURFACE WATER OR PLANS FOR REDUNDANT SEDIMENT CONTROLS IF A BUFFERIS INFEASIBLE:DOUBLE ROW OF SILT FENCE WILL BE INSTALLED ALONG WETLAND. PROJECT WILL NOT DISTURB WITHIN 200 FEET OF WETLAND.8. DESCRIBE PLANS FOR USE OF SEDIMENTATION TREATMENT CHEMICALS (E.G., POLYMERS, FLOCCULANTS, ETC.) SEE PART IV.C.10 OF THE PERMIT:N/A9. IS THE PROJECT REQUIRED TO INSTALL A TEMPORARY SEDIMENT BASIN DUE TO 10 OR MORE ACRES DRAINING TO A COMMON LOCATION OR 5 ACRES OR MORE IF THE SITE IS WITHIN 1 MILE OF ASPECIAL OR IMPAIRED WATER?NOIF YES, DESCRIBE (OR ATTACH PLANS ) SHOWING HOW THE BASIN WILL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH PART III.C OF THE PERMIT.N/ADEWATERING AND BASIN DRAINING (IV.D)1. WILL THE PROJECT INCLUDE DEWATERING OR BASIN DRAINING? NOIF YES, DESCRIBE MEASURES TO BE USED TO TREAT/DISPOSE OF TURBID OR SEDIMENT-LADEN WATER AND METHOD TO PREVENT EROSION OR SCOUR OF DISCHARGE POINTS (SEE PART IV. D OF THEPERMIT):N/A 2. WILL THE PROJECT INCLUDE USE OF FILTERS FOR BACKWASH WATER? NOIF YES, DESCRIBE HOW FILTER BACKWASH WATER WILL BE MANAGED ON THE SITE OR PROPERLY DISPOSED (SEE PART III.D.3. OF THE PERMIT):N/AADDITIONAL BMP'S FOR SPECIAL WATERS AND DISCHARGES TO WETLANDS (APPENDIX A, PARTS C AND D)1. SPECIAL WATERS. DOES YOUR PROJECT DISCHARGE TO SPECIAL WATERS? NO2. IF PROXIMITY TO BEDROCK OR ROAD PROJECTS WHERE THE LACK OF RIGHT OF WAY PRECLUDES THE INSTALLATION OF ANY OF THE PERMANENT STORMWATER MANAGEMENT PRACTICES, THENOTHER TREATMENT SUCH AS GRASSED SWALES, SMALLER PONDS, OR GRIT CHAMBERS IS REQUIRED PRIOR TO DISCHARGE TO SURFACE WATERS. DESCRIBE WHAT OTHER TREATMENT WILL BEPROVIDED.N/A3. DESCRIBE EROSION AND SEDIMENT CONTROLS FOR EXPOSED SOIL AREAS WITH A CONTINUOUS POSITIVE SLOPE TO A SPECIAL WATERS, AND TEMPORARY SEDIMENT BASINS FOR AREAS THATDRAIN FIVE OR MORE ACRES DISTURBED AT ONE TIME.N/A4. DESCRIBE THE UNDISTURBED BUFFER ZONE TO BE USED (NOT LESS THAN 100 LINEAR FEET FROM THE SPECIAL WATER).N/A5. DESCRIBE HOW THE PERMANENT STORMWATER MANAGEMENT SYSTEM WILL ENSURE THAT THE PRE AND POST PROJECT RUNOFF RATE AND VOLUME FROM THE 1, AND 2-YEAR 24-HOURPRECIPITATION EVENTS REMAINS THE SAME.N/A6. DESCRIBE HOW THE PERMANENT STORMWATER MANAGEMENT SYSTEM WILL MINIMIZE ANY INCREASE IN THE TEMPERATURE OF TROUT STREAM RECEIVING WATERS RESULTING IN THE 1, AND2-YEAR 24-HOUR PRECIPITATION EVENTS.N/A7. WETLANDS. DOES YOUR PROJECT DISCHARGE STORMWATER WITH THE POTENTIAL FOR SIGNIFICANT ADVERSE IMPACTS TO A WETLAND (E.G., CONVERSION OF A NATURAL WETLAND TO ASTORMWATER POND)? YES OR NOIF YES, DESCRIBE THE WETLAND MITIGATION SEQUENCE THAT WILL BE FOLLOWED IN ACCORDANCE WITH PART D OF APPENDIX A.N/AINSPECTIONS AND MAINTENANCE (IV.E)DESCRIBE PROCEDURES TO ROUTINELY INSPECT THE CONSTRUCTION SITE:·ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND·WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS, AND WITHIN (7) DAYS AFTER THATINSPECTIONS MUST INCLUDE STABILIZED AREAS, EROSION PREVENTION,AND SEDIMENT CONTROL BMP'S AND INFILTRATION AREAS.INSPECTOR WILL FOLLOW REQUIREMENTS SPECIFIED ABOVE AND FILL OUT "ATTACHMENT B - CONSTRUCTION STORMWATER INSPECTION CHECKLIST"1. Describe practices for storage of building products with a potential to leach pollutants to minimize exposure to stormwater:ALL BUILDING PRODUCTS WILL BE SEALED AND STORED IN A MANNER TO MINIMIZE EXPOSURE2. Describe practices for storage of pesticides, herbicides, insecticides, fertilizers, treatment chemical, and landscape materials:ALL LANDSCAPE TREATMENT CHEMICALS WILL BE SEALED AND STORED IN A MANNER TO MINIMIZED EXPOSURE3. Describe practices for storage and disposal of hazardous materials or toxic waste (e.g., oil, fuel, hydraulic fluids, paint solvents, petroleum-based products, wood preservative, additives, curing compounds, and acids) accordingto Minn. R. ch. 7045, including restricted access and secondary containment:ALL HAZARDOUS WASTE WILL BE APPROPRIATELY DISPOSED OF OFF SITE ACCORDING TO LOCAL AND STATE LAWS.4. Describe collection, storage and disposal of solid waste in compliance with Minn. R. ch. 7035:ALL CONSTRUCTION DEBRIS AND SOLID WASTER WILL BE APPROPRIATELY DISPOSED OF OFF SITE ACCORDING TO LOCAL AND STATE LAWS5. Describe management of portable toilets to prevent tipping and disposal of sanitary wastes in accordance with Minn. R. ch. 7040:SANITARY AND SEPTIC SERVICES WILL BE PROVIDED TO WORKERS WITH PORTABLE FACILITIES MAINTAINED AS NEEDED BY THE PROVIDER.6. Describe spill prevention and response for fueling and equipment or vehicle maintenance:EMPLOYEES WILL BE TRAINED IN TECHNIQUES DESIGNED TO MINIMIZE SPILLS. VEHICLES AND EQUIPMENT SHALL BE CHECKED FOR LEAKS.7. Describe containment and disposal of vehicle and equipment wash water and prohibiting engine degreasing on the site:ALL CONSTRUCTION VEHICLES SHALL BE WASHED OFF SITE8. Describe storage and disposal of concrete and other washout wastes so that wastes do not contact the ground:ALL CONCRETE WASHOUT SHALL OCCUR OFF SITE.FINAL STABILIZATION (IV.G)1. DESCRIBE METHOD OF FINAL STABILIZATION (PERMANENT COVER) OF ALL DISTURBED AREAS:FINAL STABILIZATION WILL BE ACCOMPLISHED WITH PAVEMENT, SOD AND LANDSCAPE MATERIALS.2. DESCRIBE PROCEDURES FOR COMPLETING FINAL STABILIZATION AND TERMINATING PERMIT COVERAGE (SEE PART IV.G.1-5):UPON STABILIZATION DESCRIBED ABOVE, THE CONTRCTOR AND OWNER SHALL MUTUALLY TRANSFER THE NPDES PERMIT TO THE NEXT OWNER WITH DOCUMENTS DESCRIBING THE NATURE OFTERMINATION PROCEDURE.DOCUMENTATION OF INFEASIBILITY: (IF APPLICABLE)SOILS INFORMATION
Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060Hugo Gardens
HUGO, MINNESOTA
6008 VIRGINIA AVE, EDINA, MN 55424
HUGO GARDEN APARTMENTS LLC
PROJECT
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.02.21.2020ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:1929604.17.2020CITY RE-SUBMITTAL. .. .. .. .. .02.21.2020AMENDMENT TO PUDDRAWN BY:REVIEWED BY: KT, ND, JDPS. .. .. .. .. .. .. .4/17/2020 14:10:54COPYRIGHT CIVIL SITE GROUP INC.cREVISION SUMMARYDATEDESCRIPTIONSW1.5SWPPP - ATTACHMENTS. .. .. .. .. .. .ATTACHMENT B: SWPPP INSPECTION FORMATTACHMENT C: MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEMNOTE: THIS INSPECTION REPORT DOES NOT ADDRESS ALL ASPECTS OF THE NATIONAL APOLLUTANT DISCHARGE ELIMINATION SYSTEM/STATE DISPOSAL SYSTEM (NPDES/SDS) CONSTRUCTION STORMWATER PERMIT ISSUED ON AUGUST 1,2013. THE COMPLETION OF THIS CHECKLIST DOES NOT GUARANTEE THAT ALL PERMIT REQUIREMENTS ARE IN COMPLIANCE; IT IS THE RESPONSIBILITY OF THE PERMITTEE(S) TO READ AND UNDERSTAND THE PERMIT REQUIREMENTS.FACILITY INFORMATIONSITE NAME: FACILITY ADDRESS: PERMIT NUMBER:CITY: STATE: ZIP CODE:INSPECTION INFORMATIONINSPECTOR NAME: _______________________ PHONE NUMBER: _________________________DATE (MM/DD/YYYY): _____________________ TIME: ____________ AM / PMIS THE INSPECTOR CERTIFIED IN SEDIMENT AND EROSION CONTROL AND IS IT DOCUMENTED IN THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP)?IS THIS INSPECTION ROUTINE OR IN RESPONSE TO A STORM EVENT:RAINFALL AMOUNT (IF APPLICABLE): ____________IS THE SITE WITHIN ONE AERIAL MILE OF A SPECIAL OR IMPARED WATER?IF YES, FOLLOW APPENDIX A AND OTHER APPLICABLE PERMIT REQUIREMENTSNOTE: IF N/A IS SELECTED AT ANY TIME, SPECIFY WHY IN THE COMMENT AREA FOR THAT SECTION.EROSION CONTROL REQUIREMENT (PART IV.B)1. SOIL STABILIZATION WHERE NO CONSTRUCTION ACTIVITY FOR 14 DAYS? (7 DAYS WHERE APPLICABLE)2. HAS THE NEED TO DISTURB STEEP SLOPES BEEN MINIMIZED?3. ALL DITCHES STABILIZED 200; BACK FROM POINT OF DISCHARGE WITHIN 24 HOURS? (NOT MULCH)4. ARE THERE BMP'S FOR ONSITE STOCKPILES?5. ARE APPROPRIATE BMP'S INSTALLED PROTECTING INLETS/OUTLETS?6. DO PIPE OUTLETS HAVE ENERGY DISSIPATION?COMMENTS:SEDIMENT CONTROL REQUIREMENT (PART IV.C)1. PERIMETER CONTROL INSTALLED ON ALL DOWN GRADIENT PERIMETERS?2. PERIMETER CONTROL TRENCHED IN WHERE APPROPRIATE?3. 50 FOOT NATURAL BUFFER MAINTAINED AROUND ALL SURFACE WATERS?3.1. IF NO, HAVE REDUNDANT SEDIMENT CONTROLS BEEN INSTALLED?4. INLET PROTECTION ON ALL CATCH BASINS AND CULVERT INLETS?5. VEHICLE TRACKING BEST MANAGEMENT PRACTICES (BMP'S) AT ALL SITE EXITS?6. ALL TRACKED SEDIMENT REMOVED WITHIN 24 HOURS?7. ARE ALL INFILTRATION SYSTEMS STAKED AND MARKED TO AVOID COMPACTION?8. ARE ALL INFILTRATION AREAS PROTECTED WITH A PRETREATMENT DEVICE?9. DO ALL STOCKPILES HAVE PERIMETER CONTROLS?COMMENTS:MAINTENANCE-EROSION AND SEDIMENT CONTROL BMP'S (PART IV.E.)1. ARE ALL PREVIOUSLY STABILIZED AREAS MAINTAINING 90% GROUND COVER?2. ANY DITCH EROSION OBSERVED?3. PERIMETER CONTROL--HAS SEDIMENT REACHED ONE HALF THE HEIGHT OF THE DEVICE?4. ARE INLET PROTECTION DEVICES MAINTAINED AND FUNCTIONING PROPERLY?COMMENTS:OTHER1. ARE ALL MATERIALS THAT CAN LEACH POLLUTANTS UNDER COVER?2. HAS ACCESS BEEN RESTRICTED TO ONSITE HAZARDOUS MATERIALS?3. DOES ON-SITE FUELING ONLY OCCUR IN A CONTAINED AREA?4. ARE ALL SOLID WASTES BEING PROPERLY DISPOSED OF?5. IS THE CONCRETE WASHOUT AREA COMPLETELY CONTAINED?6. IS THE CONCRETE WASHOUT AREA MARKED WITH SIGN?COMMENTS:7. WERE ANY DISCHARGES SEEN DURING THIS INSPECTION, SEDIMENT, WATER, OR OTHERWISE?7.1. IF YES, STATE THE EXACT LOCATION OF ALL POINTS OF DISCHARGE. PHOTOGRAPH THE DISCHARGE AND DESCRIBE THE DISCHARGE (COLOR, ODOR, FOAM, OIL SHEEN, ETC). HOW WILL IT BE REMOVED? HOW DID THE DISCHARGEHAPPEN? HOW MUCH WAS DISCHARGED? HOW WILL IT BE STOPPED, AND HOW LONG WILL IT TAKE TO STOP? IS THE DISCHARGE GOING INTO AN ADJACENT SITE? WAS THE DISCHARGE A SEDIMENT DELTA? IF YES, WILL THE DELTA BERECOVERED WITHIN 7 DAYS?8. WILL A PERMANENT STORMWATER MANAGEMENT SYSTEM BE UTILIZED IN THIS PROJECT AS REQUIRED AND IN ACCORDANCE WITH PART III.D OF THE PERMIT? DESCRIBE:9. IS ANY DEWATERING OCCURRING ON SITE?9.1. IF YES, WHERE? WHAT BMP IS BEING USED? HOW MUCH WATER IS BEING DEWATERED? IS THE WATER CLEAR? WHERE IS THE WATER BEING DISCHARGED TO?10. IS A COPY OF THE SWPPP LOCATED ON THE CONSTRUCTION SITE?11. HAS THE SWPPP BEEN FOLLOWED AND IMPLEMENTED ON SITE?12. IS A SEDIMENTATION BASIN REQUIRED FOR THIS PROJECT AS SPECIFIED IN THE PERMIT?12.1. IF YES, ARE THEY MAINTAINED AS SPECIFIED IN THE PERMIT?13. IS THE TOPSOIL ON THIS PROJECT BEING PRESERVED?13.1. IF YES, EXPLAIN HOW THE TOP SOIL IS BEING PRESERVED. IF NO, EXPLAIN WHY IT WAS INFEASIBLE.14. ARE ALL INFILTRATION SYSTEMS MARKED TO AVOID COMPACTION?14.1. DO ALL INFILTRATION AREAS HAVE PRETREATMENT DEVICES?15. DESCRIPTION OF AREAS OF NON-COMPLIANCE NOTED DURING THE INSPECTION, REQUIRED CORRECTIVE ACTIONS, AND RECOMMENDED DATE OF COMPLETION OF CORRECTIVE ACTIONS:16. PROPOSED AMENDMENTS TO THE SWPPP:17. POTENTIAL AREAS OF FUTURE CONCERN:18. ADDITIONAL COMMENTSDISCLOSURES:·AFTER DISCOVERY, THE PERMIT REQUIRES MANY OF THE DEFICIENCIES THAT MAY BE FOUND IN THIS CHECKLIST BE CORRECTED WITHIN A SPECIFIED PERIOD OF TIME. SEE PERMIT FOR MORE DETAILS.·THIS INSPECTION CHECKLIST IS AN OPTION FOR SMALL CONSTRUCTION SITES. LARGE CONSTRUCTION SITES AND LINEAR PROJECTS REQUIRE MORE EXTENSIVE/MORE LOCATION SPECIFIC INSPECTION REQUIREMENTS.·THE PERMITTEE(S) IS/ARE RESPONSIBLE FOR THE INSPECTION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT BMP'S AS WELL AS EROSION PREVENTION AND SEDIMENT CONTROL BMP'S UNTILANOTHER PERMITTEE HAS OBTAINED COVERAGE UNDER THIS PERMIT ACCORDING TO PART II.B.5., OR THE PROJECT HAS UNDERGONE FINAL STABILIZATION AND A NOTICE OF TERMINATION HAS BEEN SUBMITTED TO THE MPCA.Y N N/AY N N/AY N N/AY N N/AY N N/AY N N/AY N N/AY N N/AATTACHMENT C - ABOVE-GROUNDFACILITY MANAGEMENT SCHEDULE1.ALL STORMWATER RETENTION, DETENTION AND TREATMENT BASINS MUST BE INSPECTED AT LEAST ONCE A YEAR TO DETERMINE THAT BASINRETENTION AND TREATMENT CHARACTERISTICS ARE ADEQUATE. A STORAGE TREATMENT BASIN WILL BE CONSIDERED INADEQUATE IF SEDIMENTHAS DECREASED THE WET STORAGE VOLUME BY 50 PERCENT OR DRY STORAGE VOLUME BY 25 PERCENT OF ITS ORIGINAL DESIGN VOLUME.BASED ON THIS INSPECTION, IF A STORMWATER BASIN REQUIRES SEDIMENT CLEANOUT, THE BASIN WILL BE RESTORED TO ITS ORIGINAL DESIGNCONTOURS AND VEGETATED STATE WITHIN ONE YEAR OF THE INSPECTION DATE.2. ALL OUTLET STRUCTURES, CULVERTS, OUTFALL STRUCTURES AND OTHER STORMWATER FACILITIES FOR WHICH MAINTENANCE REQUIREMENTSARE NOT OTHERWISE SPECIFIED HEREIN MUST BE INSPECTED IN THE SPRING, SUMMER AND FALL OF EACH YEAR. WITHIN 30 DAYS OF THEINSPECTION DATE, ALL ACCUMULATED SEDIMENT AND DEBRIS MUST BE REMOVED SUCH THAT EACH STORMWATER FACILITY OPERATES ASDESIGNED AND PERMITTED. CONTRIBUTING DRAINAGE AREAS MUST BE KEPT CLEAR OF LITTER AND VEGETATIVE DEBRIS, INFLOW PIPES ANDOVERFLOW SPILLWAYS KEPT CLEAR, INLET AREAS KEPT CLEAN, AND UNDESIRABLE VEGETATION REMOVED. EROSION IMPAIRING THE FUNCTIONOR INTEGRITY OF THE FACILITIES, IF ANY, WILL BE CORRECTED, AND ANY STRUCTURAL DAMAGE IMPAIRING OR THREATENING TO IMPAIR THEFUNCTION OF THE FACILITIES MUST BE REPAIRED.3. VOLUME CONTROL FACILITIES AND CONTRIBUTING DRAINAGE AREAS MUST BE INSPECTED EVERY THREE MONTHS DURING THE OPERATIONALPERIOD (BETWEEN SPRING SNOWMELT AND FIRST SUBSTANTIAL SNOWFALL) AND MONITORED AFTER RAINFALL EVENTS OF 1 INCH OR MORE TOENSURE THAT THE CONTRIBUTING DRAINAGE AREA IS CLEAR OF LITTER AND DEBRIS, INFLOW PIPES AND OVERFLOW SPILLWAYS ARE CLEAR, INLETAREAS ARE CLEAN, UNDESIRABLE VEGETATION IS REMOVED AND THERE IS NO EROSION IMPAIRING OR THREATENING TO IMPAIR THE FUNCTIONOF A FACILITY. IF SEDIMENT HAS ACCUMULATED IN A INFILTRATION FEATURE, WITHIN 30 DAYS OF INSPECTION DEPOSITED SEDIMENTS MUST BEREMOVED, THE INFILTRATION CAPACITY OF THE UNDERLYING SOILS MUST BE RESTORED, AND ANY SURFACE DISTURBANCE MUST BE STABILIZED.INSPECTION MUST ENSURE THAT SEDIMENT TRAPS AND FOREBAYS ARE TRAPPING SEDIMENT AND THAT MORE THAN 50 PERCENT OF THESTORAGE VOLUME REMAINS, THE CONTRIBUTING DRAINAGE AREA IS STABLE (I.E., NO EROSION IS OBSERVED), AND INLETS ANDOUTLET/OVERFLOW SPILLWAYS ARE IN GOOD CONDITIONS WITH NO EROSION. MAINTENANCE TECHNIQUES USED MUST PROTECT THEINFILTRATION CAPACITY OF THE PRACTICE BY LIMITING SOIL COMPACTION TO THE GREATEST EXTENT POSSIBLE (E.G., BY USING LOW-IMPACTEARTH-MOVING EQUIPMENT).
88'-0"2'-0"
25'-10"25'-10"
2'-0"17'-0"13'-6"27'-0"13'-6"17'-0"88'-0"142'-6"17'-11"17'-11"19'-8"21'-0"9'-6"21'-0"19'-8"
146'-6"
25'-10"19'-8"51'-6"19'-8"25'-10"26'-1"26'-1"GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
UNIT 1
2BD / 2 BA
1193sf
UNIT 2
2BD / 2 BA
1193sf
UNIT 3
2BD / 2 BA
1193sf
UNIT 4
2BD / 2 BA
1193 sf
PROPOSED FIRST FLOOR PLAN1 Copyright 2020 Valerian LLC and HL Architects??? - HUGO, MNAmendment to Planned
Unit Development
February 21st, 2020
SCALE: 1/8" = 1'-0"
88'-0"2'-0"2'-0"17'-0"13'-6"27'-0"13'-6"17'-0"88'-0"142'-6"17'-11"52'-2"17'-11"25'-10"25'-10"19'-8"21'-0"9'-6"21'-0"19'-8"
146'-512"
UNIT 5
2BD / 2 BA
1150sf
UNIT 6
1BD / 1 BA
805 sf
UNIT 7
2BD / 2 BA
1193 sf
UNIT 8
3BD / 3BA
1193 sf
UNIT 9
2BD / 2 BA
1193sf
UNIT 10
2BD / 2 BA
1193sf
UNIT 11
2BD / 2 BA
1150 sf
UNIT 12
2BD / 2 BA
1150 sf
PROPOSED SECOND FLOOR PLAN1 Copyright 2020 Valerian LLC and HL Architects??? - HUGO, MNAmendment to Planned
Unit Development
February 21st, 2020
SCALE: 1/8" = 1'-0"
FIRST FLOOR100'-0"FIRST FLOOR100'-0"
SECOND FLOOR110'-0"
MANUFACTURED STONE
VENEER
WOOD BRACKET
AWNING AT GARAGE
DOOR, TYP
BOARD AND BATTEN
FIBER CEMENT
SIDING
ASPHALT SHINGLE
ROOF
WOOD DECK
W/ ALUM RAILING
FIRST FLOOR100'-0"FIRST FLOOR100'-0"
SECOND FLOOR110'-0"
GARAGE DOOR,
TYP.
FIRST FLOOR100'-0"FIRST FLOOR100'-0"
SECOND FLOOR110'-0"
FIRST FLOOR100'-0"FIRST FLOOR100'-0"
SECOND FLOOR110'-0"
MANUFACTURED STONE
VENEER
WOOD BRACKET
AWNING AT GARAGE
DOOR, TYP
BOARD AND BATTEN
FIBER CEMENT
SIDING
ASPHALT SHINGLE
ROOF
WOOD DECK
W/ ALUM RAILING
GARAGE DOOR,
TYP.
BOARD AND BATTEN
FIBER CEMENT
SIDING
HORIZONTAL FIBER
CEMENT LAP SIDING
BOARD AND BATTEN
FIBER CEMENT
SIDING
HORIZONTAL FIBER
CEMENT LAP SIDING
HORIZONTAL FIBER
CEMENT LAP SIDING
Copyright 2020 Valerian LLC and HL Architects??? - HUGO, MNAmendment to Planned
Unit Development
February 21st, 2020
EXTERIOR ELEVATION1SCALE: 1/8" = 1'-0"
EXTERIOR ELEVATION2SCALE: 1/8" = 1'-0"
EXTERIOR ELEVATION3SCALE: 1/8" = 1'-0"
EXTERIOR ELEVATION4SCALE: 1/8" = 1'-0"
Copyright 2020 Valerian LLC and HL Architects??? - HUGO, MNAmendment to Planned
Unit Development
February 21st, 2020
Copyright 2020 Valerian LLC and HL Architects??? - HUGO, MNAmendment to Planned
Unit Development
February 21st, 2020
3D - PERSPECTIVE
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FLAG POLE930.86FNDIP-1/2928.22FNDIP932.12FNDIP-41578932.33FNDIP-41578932.08FNDIP-41578932.33
FNDIP-41578 933.05FNDIP-41578932.93
FNDIP-41
5
7
8932.09FNDIP-41578931.73FNDIP-41578931.27FNDIP-41578932.54FNDIP-41578931.01FNDIP-41578930.40FNDIP-17765922.06FNDIP-17765922.51FNDIP-PINCH922.23FNDIP-17765921.76FNDIP-17765909.66FNDIP-1/2904.93FNDIP-17765912.52FNDIP-41578 FNDIP-41578912.37FNDIP-41578908.89FNDIP-17765911.42FNDIP-41578910.00FNDIP-41578910.52FNDIP-4157891
2
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6
4
FN
D
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4
1
5
7
8 912.38FNDIP-41578912.50FNDIP-41578913.27FNDIP-41578925.5925.4933.2932.1925.6925.5931.3930.0924.2925.0933.3932.0925.2924.0931.6930.4924.7926.0932.8931.6924.9927.3930.7929.7925.79
3
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9
3
2
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4
926.6926.7931.4930.2924.5924.6924.1924.3924.7932.1931.1914.4908.0908.6909.0909.2909.5909.4909.0908.9908.5908.2908.2907.2906.5906.8908.0908.6908.3908.4909.1909.1908.4907.3907.4907.6908.2908.0908.3909.2909.6909.6909.3908.8909.3909.4909.6909.5909.0908.1908.9909.2909.0909.1908.8908.5908.7908.9908.6908.5907.4914.7914.5914.43TC913.95GL914.66TC914.51TC914.01TC914.2914.2 914.0 913.50TC913.68TC913.72TC913.51TC913.7 913.5913.18CBTC913.48CBTC913.47CBTC913.16CBTC913.7 913.8913.44TC 913.72TC913.77TC 913.35TC913.6 914.0913.85TC914.17TC914.8913.8 914.21TC913.91TC914.2 914.5 914.8 914.5 914.0 909.6908.5909.3909.7909.7909.9909.8911.1912.6913.1913.4907.1915.8912.1916.1916.5916.0921.0922.5924.7926.2927.5927.4907.58CMP-72-TOP 905.58CMP-72-TOP9003931.68TRAVIP932.4932.4932.4932.5932.6932.6932.7932.7932.6932.6932.4932.4932.4
932.2 932.3
932.3 932.3 932.6
932.6932.4932.5932.3932.2 932.2
932.3930.2929.9929.9930.0929.9932.2 932.3 932.4
932.6 932.5 932.7 932.7 932.9 932.8
932.6
932.3
932.1 931.8 931.6 931.4
931.0931.0930.6929.1928.2926.6924.9925.3926.0927.3928.1929.2930.7931.8931.5931.0931.2931.5
932.4933.2932.9
932.8932.6932.4932.4
932.7932.4932.0932.0 932.1 932.1 932.2 932.2932.3932.2 932.2 932.3 932.3 932.3 932.2 931.8 931.1 930.5 930.1929.3929.0929.5930.2931.0931.3931.5931.6931.6931.6931.7931.7931.7931.7931.8931.8932.1932.1931.9932.2932.3932.3932.1932.1932.0931.8931.8931.8931.7931.4931.1930.2929.4927.7929.3930.4931.0931.3931.5931.5932.0932.5932.8933.0933.4933.5933.3932.9932.6933.9 933.7933.7933.6933.8933.5933.0932.5932.1931.7931.0930.5925.3922.5923.2926.3927.7928.7929.8930.9931.9932.3932.5932.6932.5932.4932.5932.7931.4931.1930.5929.9929.3928.3926.3923.9921.99
2
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7
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7921.3923.2925.5926.9927.9929.0930.1931.1931.2930.6928.5925.4922.8921.6921.6922.
3924.7928.0930.4931.4931.0930.8929.7927.2925.0927.0929.2929.8929.8928.9927.3926.3925.2924.5924.2923.0922.2921.7921.79
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92
2
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92
1
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7 920.9920.8920.99
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1
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5
921.4923.9926.8928.7917.6916.7917.0917.1917.4917.5917.5918.3918.2918.6918.0918.5917.8918.1917.5917.9918.1914.75TC 914.45TC 914.86TC914.57TC 914.20TC914.49TC 913.90TC913.74TC 914.2914.08TC913.75TC914.4914.8914.29TC914.52TC 914.6914.92TC914.60TC915.0914.53TC914.80TC 910.5909.4910.8909.9909.9909.4910.6910.8911.0910.3911.6911.9911.1910.7910.4911.1910.0909.5909.9910.4911.6909.3909.9909.5910.1913.0912.3912.6911.8912.3911.8910.5910.4913.3912.8909.8908.7910.1910.6910.0911.4911.7910.7910.2908.3907.4907.6907.5908.1908.6908.3908.9908.6908.8909.2909.5909.4909.3908.8908.8907.6908.6932.18TC932.50TC932.51TC932.75TC932.42TCEND932.77TC932.61TC932.55TC932.5932.5932.07TC931.70TC932.71TC933.09TC933.2933.3933.4931.0931.4930.7931
.
4
9
3
1
.
4931.4931.5931.4931.3931.6931.8932.0932.0933.2934.0FFE932.5 932.3
932.5932.4932.8
932.1932.2931.9932.28TC932.40TC932.67TC932.77TC932.47TC932.54TC933.2933
.
0
CO-
P
I
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E (Areas determined to be outside the 0.2% annual chance flood plain.)(Areas of 0.2% annual chance flood;areas of 1% anuual chance flood withaverage depths of less than 1 foot orwith drainage area less than 1 squaremile; and areas protected by leveesfrom 1% annual chance flood)(Base flood elevations determined. The floodway is the channel streamplus any adjacent floodplain areas that must be kept free of encroachmentso that the 1% annual chance flood can be carried without substancialincreases in flood heights. Base Flood Elevation is 912 per FEMA MapNumber 27163C0136E & 27163C0117E effective date of Feb. 3, 2010)APPROXIMATE FLOOD ZONE LINE PER FEMAMAP NUMBER 27163C0136E & 27163C0117EEFFECTIVE DATE OF FEB. 3, 2010(Base flood elevations determined. The floodway is the channelstream plus any adjacent floodplain areas that must be keptfree of encroachment so that the 1% annual chance flood canbe carried without substancial increases in flood heights. BaseFlood Elevation is 912 per FEMA Map Number 27163C0136E &27163C0117E effective date of Feb. 3, 2010)91
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"932.86MHSTMWATERBOXWATERMANHOLE
EXISTING BUILDINGFNDIP-17765FNDIP-17765FNDIP-17765FNDIP-PINCHS77°42'13"E2.05EXISTINGBUILDINGEXISTINGHOUSEEXISTINGGARAGERIM=930.50INV.=927.30(W)INV.=926.95(E)INV.=926.88(S)INV.=926.83(N)INV.=926.53(S)INV.=926.20(NW)OUTLETRIM=929.73INV.=921.07(NE)BOTTOM=920.9715" HDPEINV.=912.64INV
.=92
5
.
3
8
(E
)
INV
.=92
5
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2
7
(W
)926.83PVC-INV-15"15"
HDPEINV.=925.44INV.=913.49 (PER PLAN)INV.=897.95914.25MHSTORM 913.52CBBC913.78CBBC
931.17CBTC931.23
MHST
925.71HDPETOP932.26MHST-BURIED9
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913.91MHSTORM
925.56HDPE-INV-15"924.39HDPE-INV-15"INV.=908.59G.L.=912.48INV.=908.66G.L.=912.85INV.=908.58G.L.=912.83INV.=908.43 (E)INV.=906.25 (N-S)G.L.=912.50INV.=908.41G.L.=912.78INV.=908.83RIM=912.81PIPE IN POOR CONDITION
4
2
"
R
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APPROXIMATE 12" DIP
WATERMAIN LOCATION
914.77MHSAN914.8909.90SERV-4X4-?TOP OF PIPE CRUSHEDINV.=891.19
INV.=891.31INV.=913.55INV.=898.30RIM=914.30913.2 913.3914.5 915.0
931.39932.70MHSAN932.26
MHSAN
932.45MHSAN932.19MHSAN927.4927.8 915.20MHSAN914.7913.19MHSAN930.33SETIP932.52SETIP932.41SETIP932.62SETIP42" RCP 10" PVC908910 912914914914914914 10" PVC24" DIP18"RCP 15"RCP224.41Δ=24°29'29"R=525.00N47°00'00"E 172.13N88°42'45"W120.65N80°41'12"W5.00N09°18'48"E 700.00 N73°23'12"W 564.880.64N09°18'48"EN73°23'12"W176.24S
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78.16N90°00'00"WN65°00'00"W34.02N00°00'00"E
117.1520.43Δ=90°03'13"R=13.00S89°56'47"W 199.53S00°28'14"W 260.08 216.32Δ=55°05'08"R=225.00230.69Δ=48°03'49"R=275.00S06°33'05"E 149.81150.55
Δ=31°22'00"
R=275.00 195.70Δ=30°18'15"R=370.00153.01Δ=20°23'18"R=430.00S70°45'04"E 198.12S60°50'06"E 466.44S89°31'46"E5.00105.80S31°11'49"W 73.2
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N47°56'32"E 43.83S47°36'52"W26.89N88°42'05"ES00°25'21"W13.11S89°34'39"E
20.00S00°25'21"W13.7159.70S88°42'05"WN71°51'06"W 162.82N21°
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3 205.98Δ=42°54'53"144.45LOT 1BLOCK 1Drainage & Utility EasementD
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North Line of the SW 1/4of the NW 1/4 of Sec. 20, Twp. 31, Rng. 21East 1/4 Corner ofSec. 19, Twp. 31, Rng. 21/West 1/4 Corner ofSec. 20, Twp. 31, Rng. 21North Line of the SE 1/4of the NE 1/4 of Sec. 20, Twp. 31, Rng. 21N73°23'12"W98.87445.34
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VICINITY MAPHugo Gardens
Finale Avenue North, Hugo, Washington County, MN
6008 Virginia Avenue, Edina, MN 55424
Hugo Garden Apartments LLC
PROJECTPROJECT NO.: 19296COPYRIGHT 2020 CIVIL SITE GROUP INC.cREVISION SUMMARYDATEDESCRIPTIONV2.0PRELIMINARY PLAT. .. .. .. .. .. .N44565RORY L. SYNSTELIENLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LAND SURVEYOR UNDER THELAWS OF THE STATE OF MINNESOTA.2-20-2020NCLIENTOVERHEAD UTILITIESFIBER OPTIC SANITARY SEWERSTORM SEWERTELEPHONE LINECABLE LINE WATERMAINELECTRIC LINEGASMAINCHAINLINK FENCELINESIGNSANITARY MANHOLESTORM MANHOLECABLE TV BOXTELEPHONE MANHOLEELECTRIC TRANSFORMERTELEPHONE BOXTRAFFIC SIGNALGAS METERELECTRICAL METERWATER MANHOLEWATER VALVEAIR CONDITIONERBOLLARDCATCH BASINELECTRIC MANHOLEGAS VALVEFLAG POLEHANDICAP SYMBOLFOUND IRON MONUMENTHYDRANTCAST IRON MONUMENTSET IRON MONUMENTFLARED END SECTIONLinetype & Symbol Legend POWER POLEUTILITY MANHOLECONCRETE SURFACEPAVER SURFACEBITUMINOUS SURFACEGRAVEL/LANDSCAPE GUY WIRECONIFEROUS TREEDECIDUOUS TREESURFACEWOODEN FENCELINEGUARDRAILROOF DRAINCivil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060QA/QCFIELD CREWDRAWN BYREVIEWED BYUPDATED BYCJRLS.PRELIMINARY PLAT GENERAL NOTESLEGAL DESCRIPTION:Outlot B, LAVALLE FIELDS FIRST ADDITION, Washington County, MinnesotaDATE OF PREPARATION:2-20-2020Note: Background existing conditions survey information per survey by E.G. Rud and Sons, Inc. dated 9/23/2019APPLICANT:Hugo Garden Apartments LLC612-275-08086008 Virginia AvenueEdina, MN 55424ZONING:P.U.DPROPOSED SETBACKS:Building - 25 Front/Rear 10-SideParking - 10 Front 5-Side/RearAREAS:Proposed Lot 1 = 767,265 Sq. Ft. or 17.614 AcresBuildable Area: 343,123 Sq. Ft. or 7.88 AcresFLOOD ZONE:This property is contained in Zone X (area determined to be outside the 0.2% annual chance floodplain); Zone X(areas of 0.2% annual chance flood; areas of 1% annual chance flood with average depths of less than 1 foot orwith drainage areas less than 1 square mile; and areas protected by levees from 1% annual chance flood); andZone AE (base flood elevations determined. The floodway is the channel stream plus any adjacent floodplain areasthat must be kept free of encroachment so that the 1% annual chance flood can be carried without substantialincreases in flood heights. Base Flood Elevation = 912) per Flood Insurance Rate Map, Community Panel No.27163C0177E & 27163C0136E, effective date of February 3, 2010.________________________________________________________Rory L. Synstelien Minnesota License No. 44565rory@civilsitegroup.comPRELIMINARY PLAT: HUGO GARDENS160408004080SCALE IN FEET
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S:\Administration\City Council\2020 City Council Meetings\Scans\2020.07.20\Authorize preparation of feasibility study.docx 701 XENIA AVENUE S | SUITE 300 | MINNEAPOLIS, MN | 55416 | 763.541.4800 | WSBENG.COM Memorandum
To: Honorable Mayor and City Council
Bryan Bear, City Administrator
From: Mark Erichson, City Engineer
Date: July 16, 2020
Re: 2021 Downtown Improvement Project
WSB Project No. 015887-000
Staff has worked to develop a 5-year Capital Improvement Plan for roadway
infrastructure which was approved at the July 6th City Council meeting as part of the
City’s overall 5-year Capital Improvement Plan. Next year’s improvement project is
identified as the 2021 Downtown Improvement Project and includes the extension of
147th Street from Finale Avenue to Oneka Boulevard, reconstruction of 147th Street from
just west of TH 61 to Finale Avenue, Flay Avenue north of 147th Street, Upper 146th
Street, 146th Street, Finley Avenue, and Fitzgerald Avenue (see attached project location
map).
As you are aware, as Lions Park feasibility study was previously Authorized, the
adjacent proposed Hugo Gardens project continues to make progress on their
development plans, and planning to expand the County Road 8 water reuse project to
accommodate Lions Park, City Hall, Hugo Gardens, Keystone Place, 147th Street and
Finale Avenue Boulevards is ongoing. It is important to begin the feasibility study for the
2021 Downtown Improvement Project to make sure the projects are all appropriately
coordinated as they are all adjacent to one another.
Staff is requesting authorization to prepare the feasibility study for the 2021 Downtown
Street Improvement project. If authorized, staff will notify residents of this effort and
coordinate an early informational meeting (format to be determined) about the proposed
project.
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UPPER 146TH ST N149THSTNFANNING DR N1 5 0 T H S T N
147TH ST N
146TH ST N
145TH ST NFINLEY AVE NFINALE AVE NFLAYAVENONEKAPKWYFITZGERALD AVE NFAIR P OINT
DRN148TH ST NFOXHILL AVE NFINALEAVENFOREST BLVD N147TH STNONEKA PKWYF
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Project Location
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Feet¯2021 Downtown Improvement Project Area
Hugo, MN Document Path: K:\014560-000\GIS\Maps\2021DowntownReconstructionArea.mxd Date Saved: 7/16/2020 8:45:57 AM1 inch = 500 f eet
RESOLUTION NO. ______
CITY OF HUGO
WASHINGTON COUNTY, MINNESOTA
A RESOLUTION
ORDERING PREPARATION OF A FEASIBILITY REPORT FOR
PUBLIC IMPROVEMENTS TO ALL OR PORTIONS OF ROADWAYS IDENTIFIED AS THE
2021 DOWNTOWN IMPROVEMENT PROJECT
WHEREAS, it is proposed to improve all or portions of the following roadways and to potentially
assess the benefited property for all or a portion of the cost of the improvement, pursuant to
Minnesota Statutes, Chapter 429:
• 147th Street from TH 61 to Oneka Parkway
• Upper 146th Street from Fitzgerald Avenue to Finale Avenue
• 146th Street from Fitzgerald Avenue to Finale Avenue
• Finley Avenue from 145th Street to Upper 146th Street
• Flay Avenue from 147th Street north to cul-de-sac
• Fitzgerald Avenue from 146th Street to 147th Street
• Removal of existing Finale Avenue
NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF HUGO, MINNESOTA:
That the proposed improvement, called the 2021 Downtown Improvement Project for study and
that the engineer is instructed to report to the council with all convenient speed advising the
council in a preliminary way as to whether the proposed improvement is necessary, cost-
effective, and feasible; whether it should best be made as proposed or in connection with some
other improvement; the estimated cost of the improvement as recommended; and a description
of the methodology used to calculate individual assessments for affected parcels.
This resolution was adopted by the City Council of the City of Hugo on the 20th day of July,
2020, by a vote of Ayes and Nays.
Tom Weidt, Mayor
ATTEST:
Michele Lindau, City Clerk
(seal)
17/16/2020 3:20 PMHugo City CouncilSu Mo Tu We Th Fr Sa123456789101112 13 14 15 16 17 1819 20 21 22 23 24 2526 27 28 29 30 31July 2020Su Mo Tu We Th Fr Sa12345678910111213141516 17 18 19 20 21 2223 24 25 26 27 28 2930 31August 2020July 2020Jun 282930Jul 1234Independence Day (Observed) (United States)Independence Day (United States)5678910117:00pm Council Meets6:30pm BOZA7:00pm Planning Comm121314151617187:00pm Parks Comm192021222324257:00pm Council Meets5:00pm EDA6:30pm Hist. Comm.6:30pm BOZA7:00pm Planning Comm262728293031Aug 18:00amTo Aug 11Filing for Candidacy 5:00pm Burger Night-Cancelled (Legion)SUNDAY MONDAY TUESDAY WEDNESDAYTHURSDAY FRIDAY SATURDAY
27/16/2020 3:20 PMHugo City CouncilSu Mo Tu We Th Fr Sa12345678910111213141516 17 18 19 20 21 2223 24 25 26 27 28 2930 31August 2020Su Mo Tu We Th Fr Sa12345678910111213 14 15 16 17 18 1920 21 22 23 24 25 2627 28 29 30September 2020August 2020Jul 262728293031Aug 1Filing for Candidacy 2345678Filing for Candidacy 7:00pm Council Meets91011121314155:00pmFiling for Candidacy 7:00am Primary Election6:30pm BOZA7:00pm Planning Comm161718192021227:00pm Council Meets5:00pm EDA6:30pm Hist. Comm.7:00pm Parks Comm232425262728295:00pm Burger Night (Legion)6:30pm BOZA7:00pm Planning Comm3031Sep 12345SUNDAY MONDAY TUESDAY WEDNESDAY THURSDAY FRIDAY SATURDAY