Item 3.1 GCC Amendment3601 Thurston Avenue
Anoka, MN 55303
763.231.5840
TPC@PlanningCo.com
1
PLANNING REPORT
TO: Otsego Planning Commission
FROM: D.Daniel Licht, AICP
REPORT DATE: 1 December 2021
60‐DAY DATE: 10 January 2021
RE: Otsego – GCC of America; CUP Amendment
TPC FILE:101.02
BACKGROUND
GCC of America received approval for development of Lot 1, Block 1 Otsego Industrial Park Sixth
Addition as a cement storage and transfer facility on 24 August 2020. The application included
approval of a conditional use permit for six storage silos that were to be 40 feet in diameter and
96 in height. The developer is proposing to increase the diameter of the silos to 45 feet while
maintaining the approved height. The increase in the volume of the silos requires
consideration of an amendment to the approved conditional use permit. The developer is also
proposing other site changes as a result of an area previously identified as wetland not being
classified as such. A public hearing to consider the applications is to be held by the Planning
Commission at their meeting on 6 December 2021.
Exhibits:
Site Location Map
Applicant Narrative
Easement Vacation Exhibit
Architectural plans dated 10/15/2021 (10 pages)
Site Plan dated 10/27/2021 (4 sheets)
Landscape Plan dated 10/27/2021 (2 sheets)
Phasing Plan dated 10/27/2021
Grading Plan dated 10/27/2021
Utility Plan dated 10/27/2021
Stormwater Plan 10/27/2021
Item 3.1
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ANALYSIS
Comprehensive Plan. The subject site is guided by the 2012 Comprehensive Plan for
commercial uses within the West Sewer District. The commercial designation is based upon
anticipation of construction of an interchange at I‐94 and Kadler Avenue. MND0T, Wright
County, and the City have no timeline for when this interchange may be constructed or
whether it will be at the previously planned location. The proposed use is being located
specifically to utilize access to the existing Burlington Northern‐Santa Fe Rail line that is parallel
to the south side of I‐94 along the north line of the subject site. The access to rail is a unique
element of the project unavailable in areas of the City planned for industrial use. Expansion of
industrial uses is further consistent with the City’s economic development goals to add
employment and expand tax base. Development of the proposed use is consistent with the
2012 Comprehensive Plan.
Zoning. The proposed use involves unloading of cement materials from a rail spur off of the
abutting BNSF rail line, temporary storage on‐site, and transport off‐site by truck. The subject
site is zoned I‐2, General Industrial District. The proposed cement storage and transfer site is
allowed as a permitted use in accordance with Section 11‐86‐2.E of the Zoning Ordinance.
Surrounding Uses. The table below summarizes the existing and planned land uses in the area.
The proposed industrial use of the subject site will be compatible with existing industrial and
rural uses in the area, as well as planned future commercial uses to the west and low density
residential uses south of 65th Street (CSAH 37).
Direction Land Use Plan Zoning Map Existing Use
North N/A N/A I‐94
East Industrial I‐2 District Industrial
South LD Residential A‐1 District Cultivated field
West Commercial A‐1 District Farmstead/cultivated field
Storage Silos. There are six storage silos proposed to be located on the property where cement
materials unloaded from rail cars is to be stored. The site plan illustrates turning movements
for semi‐tractor/trailers to access the silos for loading from the north, driving through below
the silos and exiting between the office building and storage building. The developer is
proposing to increase the diameter of the silos from 40 feet to 45 feet, increasing their volume
and overall bulk necessitating the conditional use permit amendment to re‐evaluate the effects
of the proposed height of the structures.
The silos still planned to be 96 feet in height and the elevator legs that distribute the materials
from the rail cars to the silos are 140 feet in height at the central peak. Structures within the I‐2
District are limited to a height of 48 feet. Section 11‐17‐3.A of the Zoning Ordinance allows
increases in height above the district limits subject to approval of a conditional use permit
provided the following criteria are met:
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1. Demonstrated need is established for the increase in height, and said increase will not
violate the intent and character of the zoning district in which the structure is located.
Comment: The height of the proposed silos is based on the storage capacity needs of the
proposed use and the height of the elevator legs is necessary for the functionality of the
storage systems.
2. The site is capable of accommodating the increased structure size.
Comment: The subject site complies with applicable requirements for lot area, width,
setbacks and building coverage indicating the site is capable of supporting the increased
height of the silos and elevator legs.
3. The potential increased intensity and size of use does not cause an increase in traffic
volumes beyond the capacity of the surrounding streets.
Comment: The subject site is accessed via local industrial streets and a major collector
street with adequate capacity to accommodate traffic generated by the proposed use.
4. Public utilities and services are adequate.
Comment: The proposed increase height for the silos and elevator legs will not effect
public service capacity.
5. For each additional story over the district limitation or for each additional ten feet (10')
above the maximum allowed per district, front and side yard setback requirements shall
be increased by ten percent (10%).
Comment: The silos will be required to be setback an additional 27 feet from 65th Street
(CSAH 37) and an additional 18 feet from the east and west lot lines.
6. The construction does not limit solar access to abutting and/or neighboring properties.
Comment: The increased structure height will not impede solar access for surrounding
properties.
The developer also is indicating that the silos are to be constructed in phases, with initial
installation of two of the structures. Section 11‐4‐5 of the Zoning Ordinance requires
completion of all site improvements authorized by a conditional use permit within one year of
approval except as may be extended by the City Council. City staff recommends a condition of
approval be added to the conditional use permit allowing the phased construction of the silos
to be completed within five years. If not completed within five years, the Zoning Ordinance
does provide the developer the ability to request an additional extension.
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Buildings. The approved site and building plans included a 2,134 square foot office building and
20,000 square foot storage building. The plans and area of the control building reduced to
1,536 square feet. There is also a 432 square foot compressor building. The architectural plans
indicate that the office and compressor buildings are to be constructed using precast fiber
cement siding. The proposed exterior finish material for the buildings complies with the
requirements of Section 11‐17‐4.E.1 of the Zoning Ordinance provided it is board and batten or
vertical seam style. The office building is two stories in eight with a a pitched roof and the
compressor building is one‐story also with a pitched roof. Both buildings are within the 48 foot
building height allowed within the I‐2 District. The proposed storage building has been
relocated to west of the rail spur, increased in area to 22,500 square feet, and is indicated as
future construction.
Rail Spur. Integral to the proposed facility is construction of a rail spur for delivery of cement
materials via the BNSF rail line that has been rehabilitated. The single rail extends south into
the site to an elevator for off‐loading the rail cars into the storage silos. The spur then extends
south and branches off into three separate rails for storage of 60 rail cars initially and space for
additional rail expansion for another 40 rail cars in the future.
Landscaping. A landscape plan for the subject site has been submitted that illustrates
installation of a berm and row of coniferous trees to be installed along the north property line.
There is a single row of evergreens to the south and west of the rail car storage area to screen
the rail cars from view of CSAH 37, existing rural residential dwellings, and future residential
development to the south of the subject site. Requiring a double row of trees at the southern
end of the rail storage tracks would require shortening the spurs, which may be considered by
the Planning Commission. The sizes of proposed plantings is to be increased to eight feet in
order to provide for more effective screening upon installation.
The areas of the subject site not taken up by buildings, parking/driveways, and wetlands is
proposed to be seeded with a MNDoT specification low maintenance mix. Planting this seed
mix for a more natural grasses is allowable under Section 5‐2‐3.F of the City Code.
Establishment of the natural grasses will supersede the need for irrigation required by Section
5‐2‐3.C.2 of the City Code.
Lot Requirements:
Lot Area. Lots within the I‐2 District are required to be a minimum of 2.0 acres in area by
Section 11‐86‐7.A of the Zoning Ordinance. The subject site is 7.34 acres in area and
complies with the minimum area requirement of the I‐2 District.
Lot Width. Lots within the I‐2 District are required to be 200 feet in width to a public
street in accordance with Section 11‐86‐7.B of the Zoning Ordinance. The subject site is
320 feet in width measured at 65th Street (CSAH 37). The proposed lot complies with the
lot width requirement of the I‐2 District.
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Building Coverage. Section 11‐86‐8 of the Zoning Ordinance establishes a 50 percent
building coverage limit for lots within the I‐2 District. The area of the subject site
covered by the office building, compressor building, silos, and future storage building is
approximately 33,240 square feet or 10.4 percent of the area of the subject site. The
proposed site and building plans comply with the building coverage limits of the I‐2
District.
Setbacks. The table below outlines the setbacks applicable to the site improvements
within the subject site. The office building is located within the footprint of the proposed
six silos. The site plan complies with applicable setback requirements, including the
increased setbacks required for the storage silos due to their increased height.
I‐94 East CSAH 37 West
Required 30ft 20ft. 30ft. 20ft.
Storage silos 200ft. 190ft. 1,440ft. 180ft.
Future Building 350ft. 320ft. 1,280ft. 20ft.
Rail spur/storage 0ft. 70ft. 50ft. 140ft.
Required 15ft. 5ft. 15ft. 5ft.
Parking/driveways 40ft. 35ft. na 20ft.
Off‐Street Parking. The subject site abuts 65th Street (CSAH 37) and is accessed from a
permanent cul‐de‐sac terminus of Jansen Avenue on the east line of the subject site.
The submitted site plan identifies five designated off‐street parking stall at the office control
building. Section 11‐21‐13 of the Zoning Ordinance requires one off street parking stall per 200
square feet of office. The architectural plans detail a 1,536 square foot, two story office
building that would require seven off‐street parking stalls. The site plan also illustrates 25 off‐
street parking stalls at the north, east, and south sides of the future storage building, which is
two stalls greater than required at one stall per 1,000 square feet for warehouse uses. The
number of off‐street parking stalls complies with the requirements of the Zoning Ordinance.
The off‐street parking stalls have dimensions of nine feet by 18 feet with a two foot front over
hang as required by Section 11‐21‐7.A of the Zoning Ordinance. The parking area and drive
aisles within the subject site are proposed to be concrete. A concrete curb is also shown the
perimeter of the parking areas and drive aisles as required by Section 11‐21‐7.D of the Zoning
Ordinance.
There is a temporary gravel drive aisle to the BSNF rail line parallel to the east line of the lot
that accessed the temporary load‐out facility. The gravel drive will be required to be removed
when the temporary load out facility is removed upon completion of the permanent site
improvements.
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Fence. The site plan indicates that there is to be a fence at the perimeter of the subject site.
Fences for industrial uses are allowed to be up to 8 feet in height by Section 11‐19‐4.H of the
Zoning Ordinance. A gate is to be installed across the driveway access from Jansen Avenue.
The gates must be setback from the right‐of‐way sufficient distance to allow for a semi‐
tractor/trailer to be stopped at the gate without impeding traffic on the public street as stated
by Section 11‐19‐4.H.3.c of the Zoning Ordinance. Installation of the fence and gates requires a
fence permit prior to installation subject to review and approval of the Zoning Administrator.
Exterior Lighting. A revised photometric lighting plan must be prepared based on the revised
site and building plans. The revised lighting plan is be submitted with application for building
permits and must comply with Section 11‐16‐6 of the Zoning Ordinance. The revised lighting
plan is to be subject to review and approval of the Zoning Administrator.
Signs. The revised plans no longer indicate placement of a sign at the site entrance from Jansen
Avenue. Installation of any signs upon the property, including painted images on any of the
silos requires a sign permit be issued, subject to review and approval of the Zoning
Administrator.
Waste Storage. The site plan does not identify storage for waste other than a receptacle within
the electrical room of the office building. Any outdoor storage of trash or recycling containers
will require construction of an enclosure meeting the requirements of Section 11‐18‐4.C of the
Zoning Ordinance.
Grading. The developer has submitted plans for grading of the subject site. The proposed rail
spur includes tracks for rail car storage that requires filling of wetlands in the southern portion
of the subject site. A wetland impact plan was approved by the Technical Evaluation Panel that
determined areas previously identified as wetlands were not classified as such. The developer
is proposing to utilize a portion of this area for rail car storage. The final plat of the subject site
approved concurrent with the initial conditional use permit application provided for dedication
of drainage and utility easements as required by Section 10‐8‐12 of the Subdivision Ordinance.
The portion of the drainage and utility easement dedicated over the area now not classified as
wetlands is to be vacated as it serves no public purpose. All grading, drainage, erosion control,
and wetland impacts are subject to review and approval of the City Engineer.
Utilities. There are not municipal sewer and water utilities available to the subject site. Until
municipal utilities are available, use of an on‐site septic system and well are to be used for
services. The septic system is required to provide a primary and secondary drainfield site.
Plans for the septic system and well will be subject to review and approval of the Building
Official at the time of application for a building permit.
7
SIPA. The City Attorney previously drafted a Site Improvement Performance Agreement for the
proposed construction on the subject site. The SIPA is to be revised as necessary by City staff to
be consistent with the updated site and building plans. The SIPA is to be executed prior to
approval of building permits and site improvements are required to be completed by 31
October 2022 unless extended by the City Council.
RECOMMENDATION
The proposed GCC of America site and building plans are a unique opportunity to utilize
available access to rail for an industrial business that will add employment and expand tax base.
The proposed increase in the diameter of the silos will not have a significantly alter the
characteristics of the structures related to height as approved by conditional use permit. City
staff recommends approval of the requested applications as outlined below.
POSSIBLE ACTIONS
A. Motion to recommend approval of a conditional use permit amendment, revised site
plans, and vacation of existing drainage and utility easement, subject to the following
conditions:
1. The conditional use permit approved by the City Council on 24 August 2020
remains in full force and effect except as modified herein.
2. The site and buildings shall be developed in accordance with the plans on file
with the City except as modified herein or approved by City staff.
3. The developer shall complete installation of the six storage silos by 31 January
2026 or request an extension of the conditional use permit approval as provided
for by Chapter 4 of the Zoning Ordinance.
4. The temporary gravel drive shall be removed when the temporary load out
facility is removed upon completion of the permanent site improvements.
5. Coniferous trees shown on the landscape plan shall be increased to a minimum
height of eight feet, subject to review and approval of the Zoning Administrator.
6. Installation of any fencing shall comply with Section 11‐19‐4.H and requires a
fence permit, subject to review and approval of the Zoning Administrator.
7. A revised exterior lighting plan shall be submitted demonstrating compliance
with Section 11‐16‐6 of the Zoning Ordinance, subject to review and approval of
the Zoning Administrator.
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8. All signs shall comply with Chapter 37 of the Zoning Ordinance and a sign permit
shall be required prior to installation of any signs upon the property, sign permit
be issued, subject to review and approval of the Zoning Administrator
9. All grading, drainage, erosion control, and wetland impacts are subject to review
and approval of the City Engineer.
10. The developer shall execute the approved Site Improvement Performance
Agreement prior to issuance of a building permit.
B. Motion to recommend the application be denied based on a finding that the request
does not comply with the requirements of the Zoning Ordinance.
C. Motion to table.
c. Adam Flaherty, City Administrator/Finance Director
Audra Etzel, City Clerk
Ron Wagner, City Engineer
David Kendall, City Attorney
Site Location Map
921 ft
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Legend
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Highways
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DRAWING
TITLE
DRAWING
NUMBER
DRAWING
SCALE
SHEET
NUMBER
TRUE NORTH
ARROW
PROJECT NORTH
ARROW
12
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COLUMN LINE GRID &
NUMBERS
NEW
COLUMN
NUMBER
EXISTING
COLUMN
NUMBER
SECTION
TARGET
SECTION
NUMBER
SHEET
NUMBER
DETAIL
TARGETS
ELEVATION
TARGETS
ELEVATION
NUMBERS
SHEET
NUMBER
ELEVATION
NUMBERS
SHEET
NUMBER
ROOM & ROOM NUMBER
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OFFICE
ROOM NUMBER
ROOM NAME
DOOR
TARGET
WINDOW
TARGET
DOOR
NUMBER
W1
WINDOW
TYPE
NUMBER
WALL
SYMBOLS
NEW
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EXISTING
DOOR
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SYMBOLS
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WATER
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WALL-HUNG
WATER
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(CORRESPONDS W/
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CAST IRON PIPE
CATCH BASIN
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CONCRETE
CONCRETE MASONRY UNIT
CONFERENCE
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CONSTRUCTION JOINT
CONTINUOUS
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CUBIC FEET PER MINUTE
CUBIC YARD
DISPENSER
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RADIUS
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VINYL COMPOSITION TILE
VINYL SHEET
VINYL STAIR TREAD, RISER
W.C.
W.H.
WT.
W.W.F.
WDW.
W/
W/O
WD.
ACT.ACOUSTICAL CEILING TILE
BM.BEAM
CONTR.CONTRACTOR
DEMO.DEMOLITION/DEMOLISH
IBC INTERNATIONAL BUILDING CODE
OHD.OVERHEAD DOOR
PT.PAINT(ED)
R.I.ROUGH-IN
U.B.C.UNIFORM BUILDING CODE
V.W.C.
V.
VINYL WALL COVERING
VOLTS
WATER CLOSET
WATER HEATER
WEIGHT
WELDED WIRE FABRIC
WINDOW
WITH
WITHOUT
WOOD
Ž
DIA.DIAMETER
I.L.O.IN LIEU OF
PDM.PEDI-MAT
T.B.D.TO BE DETERMINED
2
A2-1
100
∠
DRAWING
NAME
SECTION
NUMBER
SHEET
NUMBER
DRAWING INDEX
Sheet
Number Sheet Name
A-General
A0-1 COVER SHEET
A0-2 CODE REVIEW PLAN
B-Civil
C-001 EXISTING CONDITIONS
C-002 BNSF ROW EXISITNG CONDITIONS
C-003 REMOVALS AND PRE-CONSTRUCTION EROSION CONTROL PLAN
C-004 BNSF ROW POST CONSTRUCTION STABILIZATION PLAN
C-101 OVERALL SITE PLAN
C-102 SITE PLAN (SOUTH)
C-103 SITE PLAN (NORTH)
C-201 POST CONSTRUCTION STABILIZATION PLAN
C-202 BNSF ROW POST CONSTRUCTION STABILIZATION PLAN
C-203 SWPP
C-301 OVERALL GRADING PLAN
C-302 ENLARGED GRADING PLAN
C-303 ENLARGED GRADING PLAN
C-304 ENLARGED GRADING PLAN
C-305 ENLARGED GRADING PLAN
C-306 ENLARGED GRADING PLAN
C-307 OVERALL BNSF RAIL SIDING PLAN
C-308 ENLARGED RAIL SIDING PLAN
C-309 ENLARGED RAIL SIDING PLAN
C-310 ENLARGED RAIL SIDING PLAN
C-401 OVERALL UTILITY PLAN
C-402 UTILITY PLAN (NORTH)
C-501 OVERALL STORM SEWER PLAN
C-502 STORM SEWER PLAN (SOUTH)
C-503 STORM SEWER PLAN (NORTH)
C-504 STORM SEWER PROFILES
C-801 CIVIL DETAILS
C-802 CIVIL DETAILS
C-803 CIVIL DETAILS
G-001 CIVIL COVER SHEET
G-002 GENERAL NOTES
G-003 GENERAL NOTES
L-101 LANDSCAPE PLAN
L-801 LANDSCAPE NOTES & DETAILS
C-Architectural
A1-2 AREA PLAN
A2-1 SCALE BUILDING FLOOR PLANS
A2-2 COMPRESSOR BUILDING PLAN
A3-1 EXTERIOR ELEVATIONS
A3-2 SITE SECTION
A4-1 BUILDING SECTIONS
A5-1 SCHEDULES, DTLS & ELEVATIONS
A5-2 DOOR SCHEDULE AND DOOR DETAILS
D-Structural
S1 OVERALL SITE PLAN
S2 SILO PAD PLAN
S3 SCALE BUILDING PLANS
S4 SCALE BUILDING ROOF PLAN & DETAILS
S5 COMPRESSOR BUILDING PLANS
S6 LOAD OUT PIT PLAN & SECTIONS
S7 CATWALK PLAN
S8 STRUCTURAL NOTES
S9 SPECIAL INSPECTION
S10 SECTIONS
S11 SECTIONS
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–§fi•„‚‹ w § ——˛ »“»·–‡»†‹ †‰
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BURLINGTON NORTHERN RAILROADINTERSTATE 94
SB4
SB3
SB2
SB1
SB5SB18
SB6
SB8
SB7
SB11 SB10 SB17 SB9SB16SB12SB14SB15SB13
65TH STREET NE
JA
N
S
E
N
A
V
E
N
E
SB21(P2)
SB22
SB23
SB24(P3)
SB20 SB19(P1)INTERSTATE 94 PROPOSED BUILDING768 GSFFFE: 970.0SB25 SB26 SB27NO PARKINGFUTURE BUILDING22,500 GSFFFE: 970.0XXXXXXXXXX
XXXXXXXXXXXXXXNO PARKINGPROPOSED BUILDING432 GSFFFE: 968.25MATCHLINE: SEE SHEET 102
MATCHLINE: SEE SHEET 103NORTH STORMWATERDETENTION POND 1MIDDLE STORMWATERDETENTION POND 2SOUTH STORMWATERDETENTION POND 3SOUTH WETLAND 3MIDDLE WETLAND 2NORTH WETLAND 159610SEE INSET A ON THISSHEET C-101FOR CONTINUATIONSB2520' AVERAGE WETLAND BUFFERWETLAND BUFFER: 27.5'DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.: 5424410/27/2021PATRICK SVEUMWARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGDWN BY:ISSUE DATE:PROJECT NO.:3366-0001U:\227701563\drafting\5_DESIGN\1_CAD\3 PLANSHEETS\C-101 SITE PLAN.dwg
DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:10/29/2021 10:24:53 AM
CLIENT:GCC OF AMERICA
CITY OF OTSEGO
WRIGHT COUNTY, MINNESOTA
PROJECT TITLE:MDHCHK'D BY:PWSAPP'D BY:PWSCERTIFICATION:7500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-126810/27/2021805/26/2020 CITY SUBMITTAL 1
08/18/2020 CITY COMMENTS REVISION 1 2
12/07/2020 CITY COMMENTS REVISION 2 3
12/21/2020 CITY COMMENTS REVISION 3 4
03/19/2021 PRELIMINARY BID SET 5
03/19/2021 ADDENDA #1 6
08/31/2021 PERMIT SET 7 R:\cad\2277\AutoCAD_STDS\Stantec-Wenck Logos\Stantec-Wenck-Color_Logo-Vertical.png10/27/2021 ADDENDA #2 8C-101OVERALL SITE PLANLOT LINEEASEMENT LINESETBACK LINERIGHT OF WAY LINEPROPERTY BOUNDARYLEGENDCURB AND GUTTERROAD CENTERLINE#PROPOSED PARKING COUNTCONCRETE PAVEMENTXXFENCERETAINING WALL [BY OTHERS]1. SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES.NOTESEXISTING SOIL BORINGPROPOSED LIGHT POLEPROPOSED LIGHTPROPOSED BOLLARDGRAVEL PAVEMENTRAIL SPUR AND BALLAST - DESIGN BY OTHERSCONCRETE SIDEWALKCONCRETE PAVEMENT - DESIGN BY OTHERSWETLAND BUFFERINSET A
SB4
SB3
SB2
SB1
SB5SB18SB6
65TH STREET NE
JANSEN AVE NESB21(P2)SB22
SB23
SB24(P3)XXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX29'24'93'
SIDE BUILDING SETBACK: 20'
PARKING SETBACK: 5'FRONT BUILDING SETBACK: 30'FRONT PARKING SETBACK: 15'MIDDLE STORMWATER DETENTION POND 2SOUTH STORMWATER DETENTION POND 3WRIGHT COUNTY R.O.W.: 50'WRIGHT COUNTY R.O.W.: 50'SOUTH WETLAND 3MIDDLE WETLAND 222'
3.3'6'
30'
29'
3.3'
15'R50'R50'R40'R25'R74'R50'115677102024232423242325262626262125252525242326252184WETLAND BUFFER: 10.3'20' AVERAGE WETLAND BUFFER40' WETLAND STRUCTURAL BUFFER26781'DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.: 5424410/27/2021PATRICK SVEUMWARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGDWN BY:ISSUE DATE:PROJECT NO.:3366-0001U:\227701563\drafting\5_DESIGN\1_CAD\3 PLANSHEETS\C-101 SITE PLAN.dwg
DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:10/29/2021 10:24:57 AM
CLIENT:GCC OF AMERICA
CITY OF OTSEGO
WRIGHT COUNTY, MINNESOTA
PROJECT TITLE:MDHCHK'D BY:PWSAPP'D BY:PWSCERTIFICATION:7500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-126810/27/2021805/26/2020 CITY SUBMITTAL 1
08/18/2020 CITY COMMENTS REVISION 1 2
12/07/2020 CITY COMMENTS REVISION 2 3
12/21/2020 CITY COMMENTS REVISION 3 4
03/19/2021 PRELIMINARY BID SET 5
03/19/2021 ADDENDA #1 6
08/31/2021 PERMIT SET 7 R:\cad\2277\AutoCAD_STDS\Stantec-Wenck Logos\Stantec-Wenck-Color_Logo-Vertical.png10/27/2021 ADDENDA #2 8C-102SITE PLAN (SOUTH)1. SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES.NOTESKEYNOTES#1. MATCH EXISTING2. CONCRETE PAVEMENT (TYP.) - SEE DETAIL 3/C-8033. 4" WHITE PAINT STRIPE (TYP.)4. STOP SIGN - SEE DETAIL 7/C-8035. BUILDING SETBACK LINE6. PARKING SETBACK LINE7. PROPERTY LINE8. CONCRETE CURB AND GUTTER B618 - SEE DETAIL9. RAIL SPUR AND BALLAST - DESIGNED BY OTHERS10. RAIL STORAGE YARD: 60 CARS - DESIGNED BY OTHERS11. PROPOSED BUILDING : STORAGE SILO - DESIGNED BY OTHERS12. PROPOSED BUILDING : STORAGE SILO - DESIGNED BY OTHERS13. SILO FEEDER - DESIGNED BY OTHERS14. VAN ACCESSIBLE ADA STALL WITH SIGN ON BOLLARD - SEE DETAIL15. ADA AISLE - SEE DETAIL16. UNDERGROUND SEPTIC TANK AND PUMP - DESIGNED BY OTHERS17. PRIMARY SEPTIC DRAINFIELD - DESIGNED BY OTHERS18. 3' WIDE CURB CUT WITH RIPRAP - SEE DETAIL 8/C-80319. MONUMENT SIGN (10' X 8') - DESIGNED BY OTHERS20. GATE WITH KEYPAD - DESIGNED BY OTHERS21. 6' CHAIN LINK FENCE - SEE DETAIL22. DOOR LOCATIONS/ STRUCTURAL STOOP WITH LANDING - SEEARCHITECTURAL/ STRUCTURAL PLANS (TYP.)23. 20' WETLAND VEGATATION BUFFER24. 40' WETLAND STRUCTURE SETBACK25. FUTURE LIGHT POLE -DESIGNED BY OTHERS (TYP.)26. PROPOSED DRAINAGE AND UTILITY EASEMENT (TYP.)27. SECONDARY SEPTIC DRAINFIELD - DESIGNED BY OTHERS28. TRUCK SCALE AND RAMP - DESIGNED BY OTHERS29. DOMESTIC WELL - DESIGNED BY OTHERS30. GRAVEL PAVEMENT - SEE DETAIL 4/C-80331. FUTURE ADA AISLE32. FUTURE VAN ACCESSIBLE ADA PARKING STALL33. OFFICE BUILDING34. "DO NOT ENTER" SIGN - SEE DETAIL 7/C-80335. FALL ARREST STRUCTURE - DESIGN BY OTHERS36. CONCRETE SIDEWALK - SEE DETAIL 2/C-803LOT LINEEASEMENT LINESETBACK LINERIGHT OF WAY LINEPROPERTY BOUNDARYLEGENDCURB AND GUTTERROAD CENTERLINE#PROPOSED PARKING COUNTCONCRETE PAVEMENTXXFENCERETAINING WALL [BY OTHERS]EXISTING SOIL BORINGPROPOSED LIGHT POLEPROPOSED LIGHTPROPOSED BOLLARDGRAVEL PAVEMENTRAIL SPUR AND BALLAST - DESIGN BY OTHERSCONCRETE SIDEWALKCONCRETE PAVEMENT - DESIGN BY OTHERSWETLAND BUFFER
BURLINGTON NORTHERN RAILROADINTERSTATE 94
SB6
SB8
SB7
SB11
SB10
SB17
SB9
SB16
SB12
SB14
SB15
SB13 SB20
SB19(P1)
INTERSTATE 94
PROPOSED BUILDING768 GSFFFE: 970.0SB26
NO PARKIN
GFUTURE BUILDING22,500 GSFFFE: 970.0XXXXXXXXXXXXXXXXXXXNO PARKI
N
GPROPOSED BUILDING432 GSFFFE: 968.2532.1'16'13'SIDE BUILDING SETBACK: 20'PARKING SETBACK: 5'REAR BUILDING SETBACK: 30'PARKING SETBACK: 15'SIDE BUILDING SETBACK: 20'PARKING SETBACK: 5'2
0
'
(
T
Y
P
.
)10' (TYP.)NORTH STORMWATER DETENTION POND 14
8
'16'NORTH WETLAND 116'12'30'16'16'16'R54.5'
R60'R10'R70'R30'R60'R30.2'R42.3'R14.6'R110'
R90'
R100'
R116'4'5'R30'R50'R40'R50'R20'R15'R15'R3.7'
16'R25'R5'22355677799881112131514161781819202423242325262626271818262625251881818182218252525252828282829213132303033343435365961024232620' AVERAGE WETLAND BUFFERWETLAND BUFFER: 24'20' AVERAGE WETLAND BUFFERWETLAND BUFFER: 18'DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.: 5424410/27/2021PATRICK SVEUMWARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGDWN BY:ISSUE DATE:PROJECT NO.:3366-0001U:\227701563\drafting\5_DESIGN\1_CAD\3 PLANSHEETS\C-101 SITE PLAN.dwg
DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:10/29/2021 10:25:02 AM
CLIENT:GCC OF AMERICA
CITY OF OTSEGO
WRIGHT COUNTY, MINNESOTA
PROJECT TITLE:MDHCHK'D BY:PWSAPP'D BY:PWSCERTIFICATION:7500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-126810/27/2021805/26/2020 CITY SUBMITTAL 1
08/18/2020 CITY COMMENTS REVISION 1 2
12/07/2020 CITY COMMENTS REVISION 2 3
12/21/2020 CITY COMMENTS REVISION 3 4
03/19/2021 PRELIMINARY BID SET 5
03/19/2021 ADDENDA #1 6
08/31/2021 PERMIT SET 7 R:\cad\2277\AutoCAD_STDS\Stantec-Wenck Logos\Stantec-Wenck-Color_Logo-Vertical.png10/27/2021 ADDENDA #2 8C-103SITE PLAN (NORTH)1. SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES.NOTESKEYNOTES#1. MATCH EXISTING2. CONCRETE PAVEMENT (TYP.) - SEE DETAIL 3/C-8033. 4" WHITE PAINT STRIPE (TYP.)4. STOP SIGN - SEE DETAIL 7/C-8035. BUILDING SETBACK LINE6. PARKING SETBACK LINE7. PROPERTY LINE8. CONCRETE CURB AND GUTTER B618 - SEE DETAIL9. RAIL SPUR AND BALLAST - DESIGNED BY OTHERS10. RAIL STORAGE YARD: 60 CARS - DESIGNED BY OTHERS11. PROPOSED BUILDING : STORAGE SILO - DESIGNED BY OTHERS12. PROPOSED BUILDING : STORAGE SILO - DESIGNED BY OTHERS13. SILO FEEDER - DESIGNED BY OTHERS14. VAN ACCESSIBLE ADA STALL WITH SIGN ON BOLLARD - SEE DETAIL15. ADA AISLE - SEE DETAIL16. UNDERGROUND SEPTIC TANK AND PUMP - DESIGNED BY OTHERS17. PRIMARY SEPTIC DRAINFIELD - DESIGNED BY OTHERS18. 3' WIDE CURB CUT WITH RIPRAP - SEE DETAIL 8/C-80319. MONUMENT SIGN (10' X 8') - DESIGNED BY OTHERS20. GATE WITH KEYPAD - DESIGNED BY OTHERS21. 6' CHAIN LINK FENCE - SEE DETAIL22. DOOR LOCATIONS/ STRUCTURAL STOOP WITH LANDING - SEEARCHITECTURAL/ STRUCTURAL PLANS (TYP.)23. 20' WETLAND VEGATATION BUFFER24. 40' WETLAND STRUCTURE SETBACK25. FUTURE LIGHT POLE -DESIGNED BY OTHERS (TYP.)26. PROPOSED DRAINAGE AND UTILITY EASEMENT (TYP.)27. SECONDARY SEPTIC DRAINFIELD - DESIGNED BY OTHERS28. TRUCK SCALE AND RAMP - DESIGNED BY OTHERS29. DOMESTIC WELL - DESIGNED BY OTHERS30. GRAVEL PAVEMENT - SEE DETAIL 4/C-80331. FUTURE ADA AISLE32. FUTURE VAN ACCESSIBLE ADA PARKING STALL33. OFFICE BUILDING34. "DO NOT ENTER" SIGN - SEE DETAIL 7/C-80335. FALL ARREST STRUCTURE - DESIGN BY OTHERS36. CONCRETE SIDEWALK - SEE DETAIL 2/C-803LOT LINEEASEMENT LINESETBACK LINERIGHT OF WAY LINEPROPERTY BOUNDARYLEGENDCURB AND GUTTERROAD CENTERLINE#PROPOSED PARKING COUNTCONCRETE PAVEMENTXXFENCERETAINING WALL [BY OTHERS]EXISTING SOIL BORINGPROPOSED LIGHT POLEPROPOSED LIGHTPROPOSED BOLLARDGRAVEL PAVEMENTRAIL SPUR AND BALLAST - DESIGN BY OTHERSCONCRETE SIDEWALKCONCRETE PAVEMENT - DESIGN BY OTHERSWETLAND BUFFER
SB4SB3SB2SB1SB5SB18SB6SB8SB7SB11SB10SB17SB9SB16SB12SB14SB15SB1365TH STREET NEJANSEN AVE NESB21(P2)SB22SB23SB24(P3)SB20SB19(P1)INTERSTATE 94PROPOSED BUILDING768 GSFFFE: 970.0SB26SB27NO PARKINGFUTURE BUILDING22,500 GSFFFE: 970.0XXXXXXXXXXXXXXXXXXXXXXXXNO PARKINGPROPOSED BUILDING432 GSFFFE: 968.25BURLINGTON NORTHERN RAILROADINTERSTATE 94(2) PS(1) PS(4) PS(2) PS(3) LL(3) LL(4) LL(2) TO(3) TO(3) TO(2) TO(5) TO(3) TO(1) PS(1) PS(1) LL(1) LL(2) LL(2) CS(4) VL(10) VL(9) CS(4) VL(3) CS(4) VL(3) CS(6) VL(5) CS(2) CS(3) TO(6) TO(3) TO(3) TO(2) LL(2) LL(2) LL(1) PS(1) PS(1) PS(1) CS(5) TODATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.: 5424410/27/2021PATRICK SVEUMWARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGDWN BY:ISSUE DATE:PROJECT NO.:3366-0001U:\227701563\drafting\5_DESIGN\1_CAD\3 PLANSHEETS\L-101 LANDSCAPE PLAN.dwgDESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:10/29/2021 10:30:05 AMCLIENT:GCC OF AMERICACITY OF OTSEGOWRIGHT COUNTY, MINNESOTAPROJECT TITLE:MDHCHK'D BY:PWSAPP'D BY:PWSCERTIFICATION:7500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-126810/27/2021805/26/2020 CITY SUBMITTAL108/18/2020 CITY COMMENTS REVISION 1212/07/2020 CITY COMMENTS REVISION 2312/21/2020 CITY COMMENTS REVISION 3403/19/2021 PRELIMINARY BID SET503/19/2021 ADDENDA #1608/31/2021 PERMIT SET7R:\cad\2277\AutoCAD_STDS\Stantec-Wenck Logos\Stantec-Wenck-Color_Logo-Vertical.png10/27/2021 ADDENDA #28L-101LANDSCAPE PLANPROPERTY LINELANDSCAPE LEGENDSETBACK LINEEASEMENT LINEPROPOSED CONIFEROUS TREEEXISTING TREE TO REMAINPROPOSED SHRUB/PERENNIAL PLANTMINNESOTA STATE SEED MIX 33-261;STORMWATER SOUTH & WESTMINNESOTA STATE SEED MIX 32-241;NATIVE CONSTRUCTIONJRN SEH SEHLICENSE NO.:DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPEARCHITECT UNDER THE LAWS OF THESTATE OF MINNESOTA.CERTIFICATION:4559208/31/2021SARAH E. HARDING
L-801DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.: 5424410/27/2021PATRICK SVEUMWARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGDWN BY:ISSUE DATE:PROJECT NO.:3366-0001U:\227701563\drafting\5_DESIGN\1_CAD\3 PLANSHEETS\L-101 LANDSCAPE PLAN.dwgDESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:10/29/2021 10:30:11 AMCLIENT:GCC OF AMERICACITY OF OTSEGOWRIGHT COUNTY, MINNESOTAPROJECT TITLE:MDHCHK'D BY:PWSAPP'D BY:PWSCERTIFICATION:7500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-126810/27/2021805/26/2020 CITY SUBMITTAL108/18/2020 CITY COMMENTS REVISION 1212/07/2020 CITY COMMENTS REVISION 2312/21/2020 CITY COMMENTS REVISION 3403/19/2021 PRELIMINARY BID SET503/19/2021 ADDENDA #1608/31/2021 PERMIT SET7R:\cad\2277\AutoCAD_STDS\Stantec-Wenck Logos\Stantec-Wenck-Color_Logo-Vertical.png10/27/2021 ADDENDA #28LANDSCAPE NOTES &DETAILSJRN SEH SEH1. TREES AND SHRUBS SHALL BE PROVIDED IN THE QUANTITY, SIZE, GENUS, SPECIES,AND VARIETY AS CHOSEN BY THE OWNER/OWNER AS LISTED ON THE LANDSCAPEPLAN L 101.2. TREES AND SHRUBS SHALL BE HEALTHY, VIGOROUS STOCK, GROWN IN RECOGNIZEDNURSERY IN ACCORDANCE WITH GOOD HORTICULTURAL PRACTICE AND FREE OFDISEASE, INSECTS, EGGS, LARVAE, AND DEFECTS.3. OWNER RETAINS THE RIGHT TO INSPECT TREES AND SHRUBS FOR SIZE ANDCONDITION OF BALLS AND ROOT SYSTEMS, INSECTS, INJURIES, AND LATENTDEFECTS, AND TO REJECT UNSATISFACTORY OR DEFECTIVE MATERIAL AT ANY TIMEDURING PROGRESS OF WORK.4. NURSERY STOCK SHALL BE DELIVERED DIRECTLY FROM NURSERY. HEEL INIMMEDIATELY UPON DELIVERY IF NOT TO BE PLANTED WITHIN FOUR HOURS,COVERING WITH MOIST SOIL OR MULCH TO PROTECT FROM DRYING. STORE PLANTSIN SHADE AND PROTECT FROM WEATHER.5. PROTECTION FROM EXTREMES IN EXPOSURE AND ROUGH HANDLING SHALL BEPROVIDED FOR ALL PLANT MATERIALS DURING TRANSPORT AND STORAGE.6. THE CONTRACTOR SHALL NOTIFY THE OWNER 48 HOURS PRIOR TO PLANTING SOTHAT A MUTUALLY AGREEABLE TIME MAY BE ARRANGED FOR INSPECTION.7. LAY OUT INDIVIDUAL TREE AND SHRUB LOCATIONS WITH STAKES CENTERED ATPROPOSED PLANTING LOCATIONS FOR APPROVAL BY OWNER.8. DO NOT START PLANTING WORK UNTIL LAYOUT IS APPROVED BY THE OWNER.LANDSCAPE NOTES1. UPON APPROVAL OF STAKING LOCATIONS CONTRACTOR SHALL EXCAVATE PLANTINGHOLES CENTERED AT STAKED LOCATIONS.2. DIG HOLES AS DETAILED AND TO A DIAMETER A MINIMUM OF TWO TIMES THEDIAMETER OF THE ROOT BALL OR CONTAINER.3. REMOVE STICKS, RUBBISH, FOREIGN MATERIALS AND UNDESIRABLE PLANTS ANDTHEIR ROOTS. REMOVE STONES MEASURING OVER 1-1/2 INCHES IN ANYDIMENSIONS.4. SET BALLED AND BURLAPPED (B&B) STOCK ON LAYER OF COMPACTED PLANTINGSOIL MIXTURE, PLUMB AND IN CENTER OF PIT OR TRENCH WITH TOP OF ALL AT SAMEELEVATION AS ADJACENT FINISHED LANDSCAPE GRADES.5. ROOT FLARE OF THE TREE MUST BE ABOVE FINISHED GRADE.6. CUT ALL CORDS AND TWIN AND REMOVE WIRE BASKET AND BURLAP FROM TOP ANDSIDES OF BALLS; RETAIN BURLAP ON BOTTOMS.7. WHEN SET, PLACE ADDITIONAL PLANTING SOIL BACKFILL AROUND BASE AND SIDESOF BALL, AND WORK EACH LAYER TO SETTLE BACKFILL AND ELIMINATE VOIDS ANDAIR POCKETS.8. WHEN EXCAVATION IS APPROXIMATELY 2/3 FULL, WATER THOROUGHLY BEFOREPLACING REMAINDER OF BACKFILL.9. REPEAT WATERING UNTIL NO MORE IS ABSORBED. WATER AGAIN AFTER PLACINGFINAL LAYER OF BACKFILL.10. FOR CONTAINER GROWN STOCK, SAME AS FOR BALLED AND BURLAPPED STOCK,EXCEPT CUT CONTAINERS ON SIDES INTO QUARTERS WITH SHEAR. REMOVECONTAINER BEFORE SETTING PLANT SO AS NOT TO DAMAGE ROOT BALLS.11. WATER EACH PLANT WITHIN 2 HOURS OF PLANTING.12. ALL PLANTINGS TO BE MULCHED UNLESS OTHERWISE NOTED ON THE PLAN.13. PLACE 4-INCH THICKNESS OF MULCH AROUND TREES AND SHRUBS WITHIN A PERIODOF 48 HOURS AFTER THE SECOND WATERING.14. DO NOT PLACE MULCH IN DIRECT CONTACT WITH TRUNKS OR STEMS.PLANTING NOTES1. LANDSCAPE WORK WILL BE INSPECTED FOR ACCEPTANCE IN PARTS AGREEABLE TOTHE OWNER, PROVIDED WORK OFFERED FOR INSPECTION IS COMPLETE, INCLUDINGMAINTENANCE, FOR THE PORTION IN QUESTION.2. AT THE CONCLUSION OF THE ESTABLISHMENT PERIOD, WHICH WILL BE ONE YEARFOLLOWING INITIAL INSTALLATION A FINAL INSPECTION OF PLANTING WILL BE MADETO DETERMINE THE CONDITIONS OF AREAS SPECIFIED FOR LANDSCAPING.3. WHEN INSPECTED LANDSCAPE WORK DOES NOT COMPLY WITH REQUIREMENTS,REPLACE REJECTED WORK AND CONTINUE SPECIFIED MAINTENANCE UNTILRE-INSPECTED BY OWNER AND FOUND TO BE ACCEPTABLE. REMOVE REJECTEDPLANTS AND MATERIALS FROM SITE.INSPECTION AND ACCEPTANCE1. WHEN INSPECTED LANDSCAPE WORK DOES NOT COMPLY WITH REQUIREMENTS,REPLACE REJECTED WORK AND CONTINUE SPECIFIED MAINTENANCE UNTILRE-INSPECTED BY OWNER AND FOUND TO BE ACCEPTABLE. REMOVE REJECTEDPLANTS AND MATERIALS FROM SITE.2. BEGIN MAINTENANCE IMMEDIATELY AFTER PLANTING.3. MAINTAIN TREES AND BUSHES INCLUDING WATERING FOR ONE YEAR AFTERACCEPTANCE BY OWNER. IT IS CONTRACTORS RESPONSIBILITY FOR COORDINATEWATERING.4. TRIM, PRUNE, REMOVE CLIPPINGS AND DEAD OR BROKEN BRANCHES, AND TREATPRUNED AREAS AND OTHER WOUNDS.5. IT IS THE CONTRACTOR'S OPTION WHETHER OR NOT TO STAKE TREES. THECONTRACTOR IS RESPONSIBLE FOR MAINTAINING TREES IN AN UPRIGHT POSITIONTHROUGHOUT THE ONE-YEAR GUARANTEE PERIOD.MAINTENANCE NOTESTURF RESTORATION NOTESGUARANTEE AND REPLACEMENTS1. PLANT MATERIAL SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER OWNERACCEPTANCE AND SHALL BE ALIVE AND IN SATISFACTORY CONDITION AT THE ENDOF THE GUARANTEE PERIOD. SUCH GUARANTEE EXCLUDES VANDALISM.2. AT THE END OF THE ONE-YEAR GUARANTEE PERIOD, INSPECTION WILL BE MADE BYTHE OWNER UPON WRITTEN NOTICE BY THE CONTRACTOR AT LEAST FIVE DAYSBEFORE THE ANTICIPATED DATE. ANY PLANT MATERIAL REQUIRED UNDER THECONTRACT THAT IS DEAD OR NOT IN SATISFACTORY CONDITION, AS DETERMINED BYTHE OWNER, SHALL BE REMOVED FROM THE SITE, AND SHALL BE REPLACED ASSOON AS CONDITIONS PERMIT DURING THE NORMAL PLANTING SEASONS.3. THE OPINION OF THE OWNER SHALL GOVERN IN ANY AND ALL DISPUTES BY THECONTRACTOR REGARDING THE CONDITION AND DISPOSITION OF UNSATISFACTORYMAINTENANCE PROCEDURES OR REJECTED PLANTS.4. ALL REPLACEMENTS SHALL BE PLANT MATERIAL OF THE SAME KIND AND SIZE ASSPECIFIED IN THE PLANT LIST. REPLACEMENT COSTS SHALL BE BORNE BY THECONTRACTOR.5. REPLACEMENT PLANTINGS REQUIRED AT THE END OF THE GUARANTEE PERIOD ARENOT TO BE GUARANTEED. THE PLANT MATERIAL IS SUBJECT TO INSPECTION ANDREJECTION BY THE OWNER BEFORE AND AFTER PLANTING.1. THE ESTABLISHMENT PERIOD FOR SEED SHALL BEGIN IMMEDIATELY AFTERINSTALLATION, WITH THE APPROVAL OF THE OWNER, AND CONTINUE UNTIL THE DATETHAT THE OWNER PERFORMS A FINAL INSPECTION.2. THE ESTABLISHMENT PERIOD FOR SEEDED AREAS IS 1 YEAR.3. SEED SHALL CONFORM TO MNDOT SPEC. 3878 SEED; SEED SPECIES COMPOSITIONSHALL BE MINNESOTA STATE SEED MIX 33-261; STORMWATER SOUTH AND WEST ANDMINNESOTA STATE SEED MIX 32-241; NATIVE CONSTRUCTION.4. FERTILIZER SHALL CONFORM TO MNDOT SPEC. 3881, TYPE 2 PHOSPHOROUS-FREE.5. FERTILIZER SHALL HAVE A FORMULA (N-P-K) AS DETERMINED BY THE RESULTS OF ASOIL TEST. CONTRACTOR TO CONDUCT SOIL TEST AND PROVIDE RESULTS ALONGWITH RECOMMENDED FERTILIZER FORMULA TO OWNER FOR REVIEW AND APPROVALPRIOR TO APPLICATION.6. SALVAGED TOPSOIL OR IMPORTED TOPSOIL SHALL CONFORM TO MNDOT SPEC.3877.2B LOAM TOPSOIL BORROW. TOPSOIL SHALL BE SCREENED, PULVERIZED, ANDCONTAIN LESS THAN 30% CLAY.7. 6" OF TOPSOIL SHALL BE PLACED IN ALL SEEDING AREAS.8. CONTRACTOR SHALL BE RESPONSIBLE FOR WATER DURING THE PLANTINGESTABLISHMENT PERIOD.CONIFEROUS TREE PLANTING1L-102NOT TO SCALEPRUNE ANY DAMAGED OR BROKEN BRANCHES. DONOT CUT LEADER.ROOT FLARE MUST BE ABOVE FINISHED GRADE.DO NOT COVER ROOT FLARE WITH MULCHDOUBLE SHRED, HARD WOOD MULCH (3") MIN.ROUGH THE SIDES OF THE HOLE SO THEY ARE NOTGLAZED FROM DIGGING.LOOSEN SIDES OF ROOT BALL AND PRUNE DAMAGED,DESICCATED, OR GIRDLING ROOTS.SET ROOT BALL ON SOIL BACKFILL SO THAT TOP OF ROOTBALL IS ABOVE FINISHED GRADE.BACKFILL AROUND THE ROOT BALL WITH LOOSE SOIL.WORK SOIL TO SETTLE AND ELIMINATE VOIDS AND AIRPOCKETS. WATER THOROUGHLY WHEN BACKFILLED 2/3FULL AND ALLOW TO SETTLE.SPECIES AS SHOW ON PLANLICENSE NO.:DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPEARCHITECT UNDER THE LAWS OF THESTATE OF MINNESOTA.CERTIFICATION:4559208/31/2021SARAH E. HARDING SHRUB / PERENNIAL PLANTINGROCK MULCH (3") MIN.SHOVEL CUT EDGECONTAINER GROW MATERIALS SHALLHAVE ROOTS HAND LOOSENED UPONPLANTINGUNDISTURBED SUBGRADESCARIFY SIDES AND BOTTOM OF ENTIREBED WITH SPADE BY HAND TO BIND WITHPLANTING SOIL6"MIN.PREPARE SOIL FORTHE ENTIRE BEDPLANTING SOIL18" MIN.SEE PLAN2L-102NOT TO SCALE
JANSEN AVE NEINTERSTATE 94PROPOSED BUILDING768 GSFFFE: 970.0N
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G PROPOSED BUILDING432 GSFFFE: 968.25BURLINGTON NORTHERN RAILROADINTERSTATE 940+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+0025+0026+0026+56968 9679699669
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969REMOVE EXISTING FES ANDCONNECT TO EXISTING STORM PIPEDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.: 5424410/27/2021PATRICK SVEUMWARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGDWN BY:ISSUE DATE:PROJECT NO.:3366-0001U:\227701563\drafting\5_DESIGN\1_CAD\3 PLANSHEETS\C-301 GRADING PLAN.dwg
DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:10/29/2021 10:27:14 AM
CLIENT:GCC OF AMERICA
CITY OF OTSEGO
WRIGHT COUNTY, MINNESOTA
PROJECT TITLE:MDHCHK'D BY:PWSAPP'D BY:PWSCERTIFICATION:7500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-126810/27/2021805/26/2020 CITY SUBMITTAL 1
08/18/2020 CITY COMMENTS REVISION 1 2
12/07/2020 CITY COMMENTS REVISION 2 3
12/21/2020 CITY COMMENTS REVISION 3 4
03/19/2021 PRELIMINARY BID SET 5
03/19/2021 ADDENDA #1 6
08/31/2021 PERMIT SET 7 R:\cad\2277\AutoCAD_STDS\Stantec-Wenck Logos\Stantec-Wenck-Color_Logo-Vertical.png10/27/2021 ADDENDA #2 8C-307OVERALL BNSF RAILSIDING AND PHASINGPLANLEGEND1. SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES2. SEE SHEET C-201 FOR CONSTRUCTION LIMITS3. EXISTING SPOT ELEVATIONS AT MATCH POINTS ARE BASED ONINTERPOLATED POINT TO POINT SURVEY DATA. CONTRACTOR ISRESPONSIBLE FOR VERIFYING CONNECTION POINTS PRIOR TOINSTALLATION OF IMPROVEMENTS. CONTRACTOR SHALLNOTIFY ENGINEER IN WRITING IMMEDIATELY OF ANY FIELDDISCREPANCIES. CONTRACTOR IS RESPONSIBLE FOR MAKINGNECESSARY ADJUSTMENTS IN THE FIELD FORCONSTRUCTABILITY, REGULATORY COMPLIANCE (ADA),POSITIVE DRAINAGE, AND TO ENSURE SMOOTH TRANSITIONSTO FIELD CONDITIONS. CONTRACTOR IS RESPONSIBLE FORREWORK OF A DISCREPANCY THAT IS NOT COMMUNICATED TOTHE ENGINEER IN WRITING AT NO ADDITIONAL COST TO THEOWNER.NOTESLOT LINEEASEMENT LINEPROPERTY BOUNDARYEXISTING MINOR CONTOUREXISTING MAJOR CONTOURPROPOSED MINOR CONTOURPROPOSED MAJOR CONTOURRIPRAPTURF REINFORCEMENT MATPHASE 2A (0+00 TO 15+00)WORKING NW TO SEPHASE 3ADECOMMISSION THE EXISTING TEMPORARY LOADOUT FACILITY ONCE PHASE 2 AND 3 ARE COMPLETEDPHASE 3B (15+00 TO 26+56)WORKING SE TO NWPHASE 2BCONSTRUCT PRIVATE RAIL YARD SPURWORKING NW TO SEPHASE 1INSTALL SITE ROADS, LAYDOWN AREA FORLOAD OUT FACILITY, TRUCK SCALES AND SILOSAND CONSTRUCT FOUNDATIONSPHASE 2AINSTALL TEMPORARY BUMPSTOP AT STATION 13+50
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INTERSTATE 94 PROPOSED BUILDING768 GSFFFE: 970.0NO PARKINGFUTURE BUILDING22,500 GSFFFE: 970.0XXXXXXXXXX
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GPROPOSED BUILDING432 GSFFFE: 968.25BURLINGTON NORTHERN RAILROADINTERSTATE 94
965965965965965965
965970 970
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965965963964 970970970970970 970970970970970970
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975975STORMWATERDETENTIONPOND1DO NOT DISTURB SEPTICDRAINFIELD AREASSTORMWATERDETENTION POND 2STORMWATERDETENTION POND 3DRAINAGE SWALE 3EOF=967.30DRAINAGESWALE 3EOF=967.30DRAINAGESWALE 1EOF=966.4TURFREINFORCEMENTMAT INSTALLEDAT EOF = 965.25'TURFREINFORCEMENTMATINSTALLED ATEOF = 965.0'TURFREINFORCEMENTMATINSTALLED ATEOF = 965.0'NORTHWETLAND 1MIDDLEWETLAND 2SOUTHWETLAND 3EOF=965.21MIDDLEWETLAND 2MIDDLE WETLAND 224" CMP OUTLETINV=961.78MIDDLEWETLAND 2EOF=964.0NORTH WETLAND 118" CMP OUTLETINV=959.59NORTHWETLAND 124" CMP OUTLETINV=959.75 DRAINAGESWALE 2EOF=966.49
6
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9709703+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00963964965965965965966965965965966966966966966966966967967967967967967968968968968968968
DRAINAGESWALE 4EOF=967.30968967 969966 969969REMOVE EXISTING FES ANDCONNECT TO EXISTING STORM PIPE 967968
EX. BLDGFFE=970.56NORTHWETLAND 1EOF=965.15C-301DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.: 5424410/27/2021PATRICK SVEUMWARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGDWN BY:ISSUE DATE:PROJECT NO.:3366-0001U:\227701563\drafting\5_DESIGN\1_CAD\3 PLANSHEETS\C-301 GRADING PLAN.dwg
DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:10/29/2021 10:26:26 AM
CLIENT:GCC OF AMERICA
CITY OF OTSEGO
WRIGHT COUNTY, MINNESOTA
PROJECT TITLE:MDHCHK'D BY:PWSAPP'D BY:PWSCERTIFICATION:7500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-126810/27/2021805/26/2020 CITY SUBMITTAL 1
08/18/2020 CITY COMMENTS REVISION 1 2
12/07/2020 CITY COMMENTS REVISION 2 3
12/21/2020 CITY COMMENTS REVISION 3 4
03/19/2021 PRELIMINARY BID SET 5
03/19/2021 ADDENDA #1 6
08/31/2021 PERMIT SET 7 R:\cad\2277\AutoCAD_STDS\Stantec-Wenck Logos\Stantec-Wenck-Color_Logo-Vertical.png10/27/2021 ADDENDA #2 8OVERALL GRADINGPLANLOT LINEEASEMENT LINESETBACK LINERIGHT OF WAY LINESECTION LINEQUARTER LINEEXISTING EASEMENT LINEEXISTING PROPERTY LINEPROPERTY BOUNDARYLEGENDEXISTING MINOR CONTOUREXISTING MAJOR CONTOURPROPOSED MINOR CONTOURPROPOSED MAJOR CONTOUR1. SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES.2. EXISTING SPOT ELEVATIONS AT MATCH POINTS ARE BASED ONINTERPOLATED POINT TO POINT SURVEY DATA. CONTRACTOR ISRESPONSIBLE FOR VERIFYING CONNECTION POINTS PRIOR TOINSTALLATION OF IMPROVEMENTS. CONTRACTOR SHALLNOTIFY ENGINEER IN WRITING IMMEDIATELY OF ANY FIELDDISCREPANCIES. CONTRACTOR IS RESPONSIBLE FOR MAKINGNECESSARY ADJUSTMENTS IN THE FIELD FORCONSTRUCTABILITY, REGULATORY COMPLIANCE (ADA),POSITIVE DRAINAGE, AND TO ENSURE SMOOTH TRANSITIONSTO FIELD CONDITIONS. CONTRACTOR IS RESPONSIBLE FORREWORK OF A DISCREPANCY THAT IS NOT COMMUNICATED TOTHE ENGINEER IN WRITING AT NO ADDITIONAL COST TO THEOWNER.3. SEE GEOTECHNICAL REPORT AND ADDENDUMS FROM ELEMENTMATERIALS TECHNOLOGY (PROJECT EXP033458P) FORADDITIONAL INFORMATION AND REQUIREMENTS RELATED TOSOIL CORRECTIONS, ENGINEERED FILL, PAVEMENT SECTIONS,COMPACTION, INSPECTIONS AND TESTING.NOTESRIPRAPTURF REINFORCEMENT MAT
65TH STREET NEJANSEN AVE NEINTERSTATE 94PROPOSED BUILDING768 GSFFFE: 970.0NO PARKINGFUTURE BUILDING22,500 GSFFFE: 970.0XXXXXXXXXXXXXXXXXXXXXXXXNO PARKINGPROPOSED BUILDING432 GSFFFE: 968.25BURLINGTON NORTHERN RAILROADINTERSTATE 9496896896896896896596596596596596596596597097096596597097096696696696696696796796796796796796796796796796896896896896896896896896896896996996996996996996596596696696696696796796796896796596696096096096096096096596596596596596596596596596596596596596596596596596596596596596596596596596596596597097017 LF OF 4" PVC @ 2.00%PROVIDE 6" INSULATION OVER LENGTH OF PIPE65TH STREET NEJANSEN AVE NECLEANOUT1.5" HDPE DOMESTICWATER SERVICEVERIFY LOCATION,MATERIAL ANDELEVATION. PROVIDE 6"INSULATION OVERWATER SERVICESAN BLDGCONNECTION4" INV OUT -965.00VERIFY LOCATIONAND ELEVATIONPROPOSED DOMESTIC WELL DESIGNED BY OTHERSVERIFY LOCATION AND ELEVATION57 LF OF 4" PVC FORCEMAINPROVIDE 6" INSULATION OVER LENGTH OF PIPE21MATCHLINE: NOT USEDMATCHLINE: SEE SHEET 402357 LF OF 4" PVC FORCEMAINPROVIDE 6" INSULATION OVER LENGTH OF PIPESUBSURFACE SEWAGE TREATMENT SYSTEM (SSTS)DESIGNED BY OTHERS, COORDINATE WITH OWNERFOR PRELIMINARY DESIGN DETAILS. SITE VISIT ANDDESIGNER VERIFICATION REQUIRED PRIOR TO FINALSEPTIC PERMIT APPROVALCLEANOUT5 LF OF 4" PVC @ 2.00%PROVIDE 6" INSULATION OVER LENGTH OF PIPEC-4011. SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES.2. SEPTIC TANK, PUMP, AND DRAINFIELD TO BE DESIGNED BYOTHERS3. SANITARY AND WATER SERVICE SIZES AND ALIGNMENT AREPRELIMINARY. CONTRACTOR TO DETERMINE FINAL SIZING ANDALIGNMENT W/ MEP DESIGN. IN THE EVEN THE FINAL SIZE ORALIGNMENT IS DIFFERENT THAN PRELIMINARY, CONTRACTORSHALL NOTIFY THE ENGINEER AND OWNER IMMEDIATELYDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.: 5424410/27/2021PATRICK SVEUMWARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGDWN BY:ISSUE DATE:PROJECT NO.:3366-0001U:\227701563\drafting\5_DESIGN\1_CAD\3 PLANSHEETS\C-401 UTILITY PLAN.dwgDESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:10/29/2021 10:28:08 AMCLIENT:GCC OF AMERICACITY OF OTSEGOWRIGHT COUNTY, MINNESOTAPROJECT TITLE:MDHCHK'D BY:PWSAPP'D BY:PWSCERTIFICATION:7500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-126810/27/2021805/26/2020 CITY SUBMITTAL108/18/2020 CITY COMMENTS REVISION 1212/07/2020 CITY COMMENTS REVISION 2312/21/2020 CITY COMMENTS REVISION 3403/19/2021 PRELIMINARY BID SET503/19/2021 ADDENDA #1608/31/2021 PERMIT SET7R:\cad\2277\AutoCAD_STDS\Stantec-Wenck Logos\Stantec-Wenck-Color_Logo-Vertical.png10/27/2021 ADDENDA #28OVERALL UTILITY PLANLOT LINEEASEMENT LINESETBACK LINERIGHT OF WAY LINEPROPERTY BOUNDARYLEGENDEXISTING MINOR CONTOUREXISTING MAJOR CONTOURSTORM MANHOLEFLARED END SECTIONSANITARY SEWERFMSANITARY FORCEMAINSTORM SEWERNOTESPROPOSED MINOR CONTOURPROPOSED MAJOR CONTOURPROPOSED WATER WELLSANITARY CLEANOUT1. SEPTIC TANK AND PUMPING STATION - DESIGNED BY OTHERS2. PRIMARY SEPTIC DRAINFIELD - DESIGNED BY OTHERS3. SECONDARY SEPTIC DRAINFIELD - DESIGNED BY OTHERSKEYNOTES#
65TH STREET NE
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XXXXXXXXXXXXXXNO PARKINGPROPOSED BUILDING432 GSFFFE: 968.25BURLINGTON NORTHERN RAILROADINTERSTATE 94NORTH STORMWATERDETENTION POND 1MIDDLESTORMWATERDETENTIONPOND 2SOUTH STORMWATERDETENTION POND 3MATCHLINE: SEE SHEET 502
MATCHLINE: SEE SHEET 503
MIDDLEWETLAND2DRAINAGE SWALE 4EOF=967.30DRAINAGESWALE 3EOF=967.30DRAINAGE SWALE 2EOF=967.30DRAINAGE SWALE 1EOF=966.50TURFREINFORCEMENTMAT INSTALLEDAT EOF = 965.25'TURFREINFORCEMENTMAT INSTALLEDAT EOF = 965.00'TURF REINFORCEMENT MATINSTALLED AT EOF = 965.0'NORTHWETLAND 1SOUTHWETLAND 3EOF=965.21MIDDLEWETLAND 2MIDDLE WETLAND 224" CMP OUTLETINV=961.78MIDDLEWETLAND 2EOF=964.0NORTH WETLAND 118" CMP OUTLETINV=959.49NORTHWETLAND 1EOF=965.15 4" PVC DT 4" PVC DT1+39 0+001+00
1+930+00
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1+060+001+000+790+000+00 1+00 2+00 3+00 4+00 5+00 6+00 7+004+00 5+00 6+00 6+59
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2+160+001+002+000+00
1+00 1+402+170+001+002+000+001+00
4" PVC DT 4" PVC DT 4" PVC DT 4" PVC DTOCS-22RIM=968.0012" INV IN=964.00 (N)12" INV OUT=964.00 (S)7" ORIFICE INV=964.004' WEIR INV=966.50FES-624" INV=963.00FES-1724" INV=964.44FES-324" INV=961.00FES-2312" INV=963.00FES-1624" INV=964.00FES-2012" INV=960.00FES-1524" INV=964.70FES-1424" INV=964.00OCS-25RIM=967.0012" INV IN=964.00 (S)10" INV OUT=964.00 (N)SUMP INV=963.00FES-2410" INV=963.89FES-2112" INV=963.85FES-2612" INV=963.00OCS-19RIM=965.5012" INV IN=961.00 (SE)12" INV OUT=961.00 (NW)3.5" ORIFICE INV=961.00TOP 4' WEIR WALL ELEV=964.60FES-1812" INV=960.82FES-224" INV=959.32FES-124" INV=959.75FES-1224" INV=962.00FES-1324" INV=962.00CB MH-4RIM=965.8524" INV IN=961.85 (NE)4" INV IN=963.00 (N)4" INV IN=963.00 (SE)24" INV OUT=961.85 (SW)CB MH-5RIM=966.5024" INV IN=962.43 (NE)15" INV IN=962.43 (SE)24" INV OUT=962.43 (SW)FES-824" INV=964.44FES-724" INV=964.00CB MH-39RIM=964.4830" INV OUT=959.31 (NW)CB MH-38RIM=964.2030" INV IN=958.89 (SE)30" INV OUT=958.89 (NW)CB MH-30RIM=965.6430" INV IN=960.02 (SE)30" INV OUT=960.02 (NW)CB MH-31RIM=965.9030" INV IN=960.27 (SE)30" INV OUT=960.27 (NW)FES-915" INV=963.00FES-2830" INV=959.59CB MH-29RIM=966.7730" INV IN=959.80 (SE)30" INV OUT=959.80 (W)4' SUMP ELEV=955.80INSTALL SAFL BAFFLE OR APPROVED EQUAL12" INV OUT=957.11 (NW)FES-2718" INV=959.59CB MH-37RIM=962.5030" INV IN=958.00 (SE)30" INV OUT=958.00 (NW)FES-104" INV=963.00FES-114" INV=963.00FES-404" INV=962.00FES 4212" INV=966.20FES 4112" INV=965.60 4" PVC DT 4" PVC DT 4" PVC DT
4" PVC DTC-501DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.: 5424410/27/2021PATRICK SVEUMWARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIGDWN BY:ISSUE DATE:PROJECT NO.:3366-0001U:\227701563\drafting\5_DESIGN\1_CAD\3 PLANSHEETS\C-501 STORM SEWER PLAN.dwg
DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:10/29/2021 10:28:43 AM
CLIENT:GCC OF AMERICA
CITY OF OTSEGO
WRIGHT COUNTY, MINNESOTA
PROJECT TITLE:MDHCHK'D BY:PWSAPP'D BY:PWSCERTIFICATION:7500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-126810/27/2021805/26/2020 CITY SUBMITTAL 1
08/18/2020 CITY COMMENTS REVISION 1 2
12/07/2020 CITY COMMENTS REVISION 2 3
12/21/2020 CITY COMMENTS REVISION 3 4
03/19/2021 PRELIMINARY BID SET 5
03/19/2021 ADDENDA #1 6
08/31/2021 PERMIT SET 7 R:\cad\2277\AutoCAD_STDS\Stantec-Wenck Logos\Stantec-Wenck-Color_Logo-Vertical.png10/27/2021 ADDENDA #2 8OVERALL STORMSEWER PLANLOT LINEEASEMENT LINESETBACK LINERIGHT OF WAY LINEPROPERTY BOUNDARYLEGENDEXISTING MINOR CONTOUREXISTING MAJOR CONTOUR1. SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTESNOTESSEE SHEETS 308-310DRAINTILESTORM MANHOLESTORM CATCH BASINFLARED END SECTIONSANITARY SEWERWATERMAINSTORM SEWERPROPOSED MINOR CONTOURPROPOSED MAJOR CONTOURPROPOSED WATER WELLRIPRAP