3.27 GCC CUP Amendment
Request for
City Council Action
DEPARTMENT INFORMATION
ORIGINATING DEPARTMENT REQUESTOR: MEETING DATE:
Planning City Planner Licht 13 December 2021
PRESENTER(s) REVIEWED BY: ITEM #:
Consent City Administrator/Finance Director Flaherty
City Engineer Wagner
City Attorney Kendall
3.27 – GCC CUP Amendment
STRATEGIC VISION
MEETS: THE CITY OF OTSEGO:
Is a strong organization that is committed to leading the community through innovative
communication.
Has proactively expanded infrastructure to responsibly provide core services.
Is committed to delivery of quality emergency service responsive to community needs and
expectations in a cost-effective manner.
X Is a social community with diverse housing, service options, and employment opportunities.
Is a distinctive, connected community known for its beauty and natural surroundings.
AGENDA ITEM DETAILS
RECOMMENDATION:
City staff recommends adoption of a resolution vacating a portion of an existing drainage and utility
easement, approval of revised site and building plans as well as a CUP amendment, and approval of a
revised Site Improvement Performance Agreement.
ARE YOU SEEKING APPROVAL OF A CONTRACT? IS A PUBLIC HEARING REQUIRED?
Yes
Yes, held by Planning Commission 6 December 2021
BACKGROUND/JUSTIFICATION:
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 feet 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 was held by the Planning Commission at their meeting on 6
December 2021. Mr. Jack Matasosky of Appro Development attended via teleconference as the applicant.
There were no public comments. The Planning Commission reviewed the operations of the site regarding
unloading/loading of the cement, hours, noise, and access. The Planning Commission closed the public
hearing and voted 7-0 to recommend approval of the application subject to the conditions as
recommended by City staff.
SUPPORTING DOCUMENTS ATTACHED:
▪ Planning Report dated 1 December 2021
▪ Findings of Fact and Decision
▪ Resolution 2021-99 vacating existing drainage and utility easements
▪ Resolution 2021-103 approving a revised SIPA
▪ Site Improvement Performance Agreement
POSSIBLE MOTION
PLEASE WORD MOTION AS YOU WOULD LIKE IT TO APPEAR IN THE MINUTES:
Motion to approve revised site and building plans and a conditional use permit amendment subject to
conditions as stated within the findings of fact and decision; adopt Resolution 2021-99 vacating existing
drainage and utility easements; and adopt Resolution 2021-103 approving a revised Site Improvement
Performance Agreement all for Lot 1, Block 1, Otsego Industrial Park 6th Addition.
BUDGET INFORMATION
FUNDING: BUDGETED:
N/A
N/A
3601 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
2
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:
3
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.
4
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.
5
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.
6
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.
8
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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TITLE
DRAWING
NUMBER
DRAWING
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TRUE NORTH
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PROJECT NORTH
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COLUMN LINE GRID &
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COLUMN
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COLUMN
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ELEVATION
NUMBERS
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NUMBER
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NUMBERS
SHEET
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ROOM & ROOM NUMBER
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ROOM NAME
DOOR
TARGET
WINDOW
TARGET
DOOR
NUMBER
W1
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TYPE
NUMBER
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PLYWD.
PVC.
P.I.V.
P.R.V.
P/C
PROP.
Ä
QT.
R.
REF.
REFR.
REINF.
REQD.
R.A.
REV.
R.P.M.
R.H.
R.O.W.
R.D.
RM.
R.O.
RB
RT
SAN.
SCH.
SLNT.
SHT.
SHWR.
SIM.
S.C.
SPEC.
SQ.
S.F.
S.Y.
S.S.
STD.
STL.
STL. JST.
STN
STRM.
SW.
SYMB.
TERZ
T.
T.O.C.
T.O.F.
T.O.M.
T.O.S.
T.O.W.
T&G
TEL.
TEMP.
TOPO.
TYP.
UG.
UNFIN.
U.H.
U.N.O.
V.B.
V.T.R.
VERT.
VEST.
VL.B.
V.C.T.
VS
VSTR.
PAIR
PARKING
PARTITION
PLATE
PLASTIC LAMINATE
PLYWOOD
POLYVINYL CHLORIDE
POST INDICATOR VALVE
POWER ROOF VENTILATOR
PRECAST
PROPERTY
PROPERTY LINE
QUARRY TILE
RADIUS
REFERENCE
REFRIGERATOR
REINFORCED
REQUIRED
RETURN AIR
REVERSED
REVOLUTIONS PER MINUTE
RIGHT HAND
RIGHT OF WAY
ROOF DRAIN
ROOM
ROUGH OPENING
RUBBER BASE
RUBBER TILE
SANITARY
SCHEDULE
SEALANT
SHEET
SHOWER
SIMILAR
SOLID CORE
SPECIFICATION/SPECIFIED
SQUARE
SQUARE FEET
SQUARE YARD
STAINLESS STEEL
STANDARD
STEEL
STEEL JOIST
STONE
STORM
SWITCH
SYMBOL
TERRAZZO
TREAD
TOP OF CONCRETE
TOP OF FOOTING
TOP OF MASONRY
TOP OF STEEL
TOP OF WALL
TONGUE AND GROOVE
TELEPHONE
TEMPERED
TOPOGRAPHY
TYPICAL
UNDERGROUND
UNFINISHED
UNIT HEATER
UNLESS NOTED OTHERWISE
VAPOR BARRIER
VENT THROUGH ROOF
VERTICAL
VESTIBULE
VINYL BASE
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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ø
—˛˝˝˛
ø
ø
˛ ˝
¸ ˛—— ¤Œ ˝ ˛
˛ ˚
¨˛˛
˛
ø
—˛˝˝˛
ø
ø
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¸ ˛—— ¤Œ ˝ ˛
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¨˛˛
˛˝ ˛
ø
¸
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˙ ˛ ˝¸—˛˚˝
¸˙ ˝ ˛
¸˛ ˝ ˝
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fi¿'† §
‚»‰»… §
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–§fi•„‚‹ w § ——˛ »“»·–‡»†‹ †‰
˝˝¸ ˛ œ —˛
‚»›‹†«‹ ˝‹fi»»‹ –fi‹‚ ˝‹»
‚¿›¿ ººŁ
— łºŁŁ Œºº
› •†…•‰¿‹»…ææ Ø —˛˝˝˛
¸ —
Ł
ŒŁ ˝ ˚¸
˝ ºº
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˝˛¸
˙
æºæ
˛˝
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æ ª ø
—˛˝˝˛ ¸
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ø ø ø ø
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ø ø ø ø
æ ª ø
—˛˝˝˛ ˝¸
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ø ø ¤ ø
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fi¿'† §
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–§fi•„‚‹ w § ——˛ »“»·–‡»†‹ †‰
˝˝¸ ˛ œ —˛
‚»›‹†«‹ ˝‹fi»»‹ –fi‹‚ ˝‹»
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› •†…•‰¿‹»…æºæ ºŁ ¨˛˛
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ø ø ø øøøøø
˛˝ ˛
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ø
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˛ ºººø ª ˚ Łºø Œ
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— ¸ ˚˛¸¸˛ ¸˛ ˝˙˝ ˛
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—
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`````````````````````````````````
˛ ˛˝
ºŒ
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—fi–¶»‰‹ †«‡»fi
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fi¿'† §
‚»‰»… §
ØŒ ˛ ˚¸
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–””•‰»¿fi–…»“»·–‡»†‹‰–‡
–§fi•„‚‹ w § ——˛ »“»·–‡»†‹ †‰
˝˝¸ ˛ œ —˛
‚»›‹†«‹ ˝‹fi»»‹ –fi‹‚ ˝‹»
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— łºŁŁ Œºº
› •†…•‰¿‹»…æºæ ºŁ ˝ ˝
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ŒŁ ˝ ˚¸
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¸ — ˛˝˝ ˝
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Øø
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ø ø Œ
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˛Ł ˝¸
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—fi–¶»‰‹ †«‡»fi
¿‹»
fi¿'† §
‚»‰»… §
ØŒ ˛ ˚¸
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¨ ºŒ Ø
–””•‰»¿fi–…»“»·–‡»†‹‰–‡
–§fi•„‚‹ w § ——˛ »“»·–‡»†‹ †‰
˝˝¸ ˛ œ —˛
‚»›‹†«‹ ˝‹fi»»‹ –fi‹‚ ˝‹»
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— łºŁŁ Œºº
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˝˝
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ŒŁ ˝ ˚¸
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ø
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¤ Œ
˛˛˛ ¸
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˛˝˛˚ø ¨ ø Œ ¨ Ł ¸¸ ——
—˛ ˝ æ ˝˙
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˝ ˛ ˚ ˝˝
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˛ ˝ ˛˚˝
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˝ ¸ ß ºŒ ¸
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— ª ˝˛ ˝ ˝Œº ˝ ¸
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ł ˛˛˝
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`````````````````````````````````
˛ ˛˝
ºŒ
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—fi–¶»‰‹ †«‡»fi
¿‹»
fi¿'† §
‚»‰»… §
ØŒ ˛ ˚¸
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— ºŒ Ø
¨ ºŒ Ø
–””•‰»¿fi–…»“»·–‡»†‹‰–‡
–§fi•„‚‹ w § ——˛ »“»·–‡»†‹ †‰
˝˝¸ ˛ œ —˛
‚»›‹†«‹ ˝‹fi»»‹ –fi‹‚ ˝‹»
‚¿›¿ ººŁ
— łºŁŁ Œºº
› •†…•‰¿‹»…æºæ ºŁº º
˝¸˝
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˚˝
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ŒŁ ˝ ˚¸
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«‡»fi ˛––‡ ¿‡»·––fi •†•›‚
¿›»
•†•›‚–fi‹‚˝–«‹‚¿›‹»›‹ »•·•†„ •†•›‚
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—˛ ˛ ˝ ————¸˝
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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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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
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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
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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
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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
1
7 Dec 21
GCC OF AMERICA
REVISED SITE/BUILDING PLAN REVIEW
CONDITIONAL USE PERMIT AMENDMENT
FINDINGS & DECISION
APPLICANT: GCC of America, Inc. (GCC Dacotah, Inc.)
APPLICATION: Request for review of revised site and building plans and amendment of a conditional use
permit for structure height.
CITY COUNCIL MEETING: 13 December 2021
FINDINGS: Based upon review of the application and evidence received, the Otsego City Council now makes
the following findings of fact:
A. The legal description of the property is Lot 1, Block 1, Otsego Industrial Park Seventh Addition, City of
Otsego, County of Wright, State of Minnesota.
B. The property lies within the West Sewer District and is guided for industrial uses by the 2012 Otsego
Comprehensive Plan, as amended.
C. The property is zoned I-2, General Industrial District.
D. City Council on 24 August 2020 approved site and building plans and a conditional use permit for a
cement transfer station, which is a permitted use within the I-2 District.
E. The applicant is proposing revisions to the site and building plans necessitating amendment of the
approved site and building plans and conditional use permit.
F. The Planning Commission and City Council must take into consideration the possible effects of the
request with their judgment based upon (but not limited to) the criteria outlined in Section 11-4-2.F of
the Zoning Ordinance:
1. The proposed action's consistency with the specific policies and provisions of the Otsego
Comprehensive Plan.
Finding: Expansion of industrial uses is consistent with the City’s economic development
goals to add employment and expand tax base. Development of the proposed use, as
amended, is consistent with the 2012 Comprehensive Plan.
2. The proposed use's compatibility with present and future land uses of the area.
Finding: 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).
2
3. The proposed use's conformity with all performance standards contained within the Zoning
Ordinance and other provisions of the City Code.
Finding: The proposed use complies with the criteria for allowance of additional building height
stipulated in Section 11-17-2.A of the Zoning Ordinance.
4. Traffic generation of the proposed use in relation to capabilities of streets serving the property.
Finding: The subject site is accessed by 65th Street (CSAH 37) and from the cul-de-sac terminus
of Jansen Avenue. The Wright County Long Range Transportation Plan designates 65th Street
(CSAH 37) as a major collector street. Existing streets serving the property have adequate
capacity to accommodate the proposed use.
5. The proposed use can be accommodated by existing public services and facilities and will not
overburden the City's service capacity.
Finding: The proposed use will be accommodated by existing public services, facilities, and
infrastructure.
G. The planning report dated 1 December 2021 prepared by the City Planner, The Planning Company LLC,
are incorporated herein.
H. The Otsego Planning Commission conducted a public hearing at their regular meeting on 6 December
2021 to consider the application, preceded by published and mailed notice; based upon review of the
application and evidence received, the public hearing was closed and the Planning Commission
recommended by a 7-0 vote that the City Council approve the request based on the aforementioned
findings.
DECISION: Based on the foregoing information and applicable ordinances, the request is hereby APPROVED,
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 2027 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. The landscape plan shall be revised to incorporate deciduous trees at the south end of the rail
storage area and increase the height of proposed coniferous trees shown on the landscape plan 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.
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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.
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.
MOTION BY:
SECOND BY:
ALL IN FAVOR:
THOSE OPPOSED:
ADOPTED by the City Council of the City of Otsego this 13th day of December, 2021.
CITY OF OTSEGO
By:________________________________
Jessica L. Stockamp, Mayor
Attest:
By:____________________________
Audra Etzel, City Clerk
1
CITY OF OTSEGO
COUNTY OF WRIGHT
STATE OF MINNESOTA
RESOLUTION NO: 2021-99
APPROVING VACATION OF EXISTING DRAINAGE AND UTILITY EASEMENTS
WITHIN THE OTSEGO INDUSTRIAL PARK 6TH ADDITION
WHEREAS, GCC of America, Inc. (GCC Dacotah, Inc.) has initiated vacation of existing drainage and utility
easements dedicated over a portion of Lot 1, Block 1, Otsego Industrial Park 6th Addition; and
WHEREAS, the City Engineer has reviewed the request and determined that the existing drainage and
utility easements described by Exhibit A are unnecessary for public purposes; and
WHEREAS, the Planning Commission held a public hearing at their regular meeting on 6 December 2021
to consider the vacation, preceded by required published and mailed legal notice; and
WHEREAS, the Planning Commission heard all parties interested therein, closed the public hearing, and
voted 7-0 to recommend the City Council approve the vacation request; and
WHEREAS, the Request for Council Action dated 13 December 2021 prepared by the City Planner, The
Planning Company LLC, is incorporated herein; and
WHEREAS, the City Council having considered all information received finds that the existing drainage
and utility easements serve no useful public purpose and vacating the existing drainage and utility
easements would be in the public interest.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF OTSEGO, MINNESOTA:
1. That the existing drainage and utility easements described by Exhibit A are hereby vacated.
2. The City Council hereby determines that the vacation of said existing right-of-way and drainage
and utility easements shall cause no damage to any abutting or nearby property owners and
therefore no damages are awarded to any such property owners.
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MOTION BY:
SECOND BY:
ALL IN FAVOR:
THOSE OPPOSED:
ADOPTED by the City Council of the City of Otsego this 13th day of December, 2021.
CITY OF OTSEGO
BY:______________________________
Jessica L. Stockamp, Mayor
ATTEST:______________________________
Audra Etzel, City Clerk
1
CITY OF OTSEGO
COUNTY OF WRIGHT
STATE OF MINNESOTA
RESOLUTION NO: 2021-103
APPROVING A REVISED SITE IMPROVEMENT PERFORMANCE AGREEMENT
FOR GCC DACOTAH, INC.
WHEREAS, GCC Dacotah, Inc. (the “developer”) is proposing development of Lot 1, Block 1, Otsego Industrial
Park Sixth Addition; and
WHEREAS, Section 11-9-7 of the Zoning Ordinance requires the developer to enter into a Site
Improvement Performance Agreement to provide the City construction and warranty securities for the
public and private improvements and to provide the City various remedies in the event that the developer
breaches the terms and conditions of said agreement; and
WHEREAS, site and building plans, a conditional use permit, and a Site Improvement Performance Agreement
for the development were approved on 24 August 2020 by the City Council; and
WHEREAS, an amendment to the conditional use permit and revisions to the site and building plans were
approved on 13 December 2021 by the City Council, which necessitates revision of the Site Improvement
Performance Agreement; and
WHEREAS, those obligations required by the Zoning Ordinance are outlined and memorialized the attached
revised Site Improvement Performance Agreement.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF OTSEGO, MINNESOTA THAT:
1. The Site Improvement Performance Agreement attached hereto between the City of Otsego and
GCC Dacotah, LLC is hereby approved in form subject to modification of fees, charges, and securities
as approved by City staff.
2. The Mayor and City Clerk are hereby authorized to execute the Site Improvement Performance
Agreement on behalf of the City of Otsego.
2
ADOPTED by the Otsego City Council this 13th day of December, 2021.
MOTION BY:
SECONDED BY:
IN FAVOR:
OPPOSED:
CITY OF OTSEGO
__________________________________
Jessica L. Stockamp, Mayor
ATTEST:
__________________________________
Audra Etzel, City Clerk
1
GCC Dacotah, Inc.
219543v1
(reserved for recording information)
AMENDED AND RESTATED SITE IMPROVEMENT PERFORMANCE
AGREEMENT
GCC DACOTAH, INC.
THIS AMENDED AND RESTATED SITE IMPROVEMENT PERFORMANCE AGREEMENT
(“Agreement”) dated ____________________, 2021, by and between the CITY OF OTSEGO, a Minnesota
municipal corporation (“City”) and GCC DACOTAH, INC., a South Dakota corporation (“Developer”).
RECITALS
A. Developer and the City of Otsego entered into a Site Improvement Performance Agreement
dated December 23, 2020 (“Original Agreement”) for the property legally described as Lot 1, Block 1, Otsego
Industrial Park 6th Addition, Wright County, Minnesota, according to the recorded plat thereof (“Original
Property Description”);
B. Following the execution of the Original Agreement, the Developer submitted revised site and
building plans necessitating amendments to the approved site and building plans and conditional use permit.
C. The parties desire to amend and restate the Original Agreement to reflect the changes in the
site and building plans and the amendment to the conditional use permit. This Amended and Restated Site
Improvement Performance Agreement supersedes the previous Site Improvement Performance Agreement.
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219543v1
1. BACKGROUND.
A. The Developer has submitted to the City a site plan application and conditional use permit for
improvements on the property in the City of Otsego, Minnesota, legally described as Lot 1, Block 1, Otsego
Industrial Park 6th Addition (hereinafter referred to as the “Subject Property”).
B. The proposed site plan improvements to the above-described property includes the
construction of a 768 square foot one story office building, a future 22,500 square foot storage building, two
storage silos, future installation of four additional storage silos, with proposed use as a storage and transfer
site involving the transport, loading, unloading, trans-loading, storage and transfer of building materials and
other personal property useful for the operation of the cement transfer station and plant; including without
limitation, cement, sand, and fly ash, from a rail spur to be constructed off the abutting BNSF rail line, and
the transport of materials off-site by truck. Access to the property will be maintained at the permanent cul-
de-sac terminus of Jansen Avenue NE within Lot 1, Block 1, Otsego Industrial Park 6th Addition
(“Improvements”)
C. The Developer shall install and complete the Improvements by October 31, 2022. For
purposes of this agreement, the Improvements are the site improvements required by the Agreement,
specifically the erosion control, storm sewer facilities, grading, wetland buffer signage, and streets within the
Plat, the cul-de-sac at the terminus of Jansen Avenue, street light installation, landscaping and similar
improvements; provided, however, that the Developer and the City acknowledge the construction of a 768
square foot one story office building, a 22,500 square foot storage building, and storage silos as further
detailed in the first sentence of Section 1(B) is expressly excluded from the definition of Improvements under
this Agreement.
D. The Developer may phase construction of the office building and warehouse building shown
on the approved site plan. Erection of the silo structures, which are defined as accessory structures by the
Zoning Ordinance, upon the Subject Property shall occur concurrently with either the office building or
warehouse pursuant to Section 11-18-2.A of the Zoning Ordinance. Completion of any structure upon the
Subject property shall be in compliance with Section 9-1-2 of the City Code.
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2. CONDITIONS OF APPROVAL. This Agreement is a condition of City site plan approval and
will be recorded against the subject property.
3. PLANS. The Subject Property shall be developed in accordance with the following plans
which are on file with the City. The plans shall not be attached to this Agreement. If the plans vary from the
written terms of this Agreement, the written terms shall control. The plans are:
Plan A – Site Plan
Plan B – Final Grading, Drainage and Erosion Control Plan
Plan C – Utility Plan
Plan D – Landscape Plan
Plan E – New Building Floor Plan
Plan F – New Building Elevations Plan
Plan G – Lighting Photometric Plan
Plan H – Traffic Control Plan
No work can occur outside of the areas indicated on the plans without modifying this
4. EROSION CONTROL. Prior to initiating site grading, the erosion control plan, Plan B, shall
be implemented by the Developer and inspected and approved by the City, which shall not be unreasonably
denied, withheld, or delayed. The City may impose reasonable additional erosion control requirements if the
existing erosion control plan is not effective. All areas disturbed by the grading operations shall be stabilized
per the MPCA Stormwater Permit for Construction Activity. Seed shall be in accordance with the City’s
current seeding specification which may include temporary seed to provide ground cover as rapidly as
possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention.
The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply
with the MPCA Stormwater Permit for Construction Activity or with the erosion control plan and schedule or
supplementary instructions received from the City, the City, after a 48 hours’ written notice to the Developer,
may take such action as it deems appropriate to control erosion. If the Developer does not reimburse the
City for any reasonable cost the City incurred for such work within ten (10) days, the City may draw down the
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GCC Dacotah, Inc.
219543v1
letter of credit or the cash escrow, as the case may be, to pay any costs. No development, utility or street
construction will be allowed and no building permits will be issued unless the plat is in full compliance with
the approved erosion control plan.
The Developer is responsible for obtaining an MPCA Construction Permit for the site as well as
developing a SWPPP for the site prior to issuance of a building permit. The permit requires that all erosion
and sediment BMPs be clearly outlined in a SWPPP. Changes made throughout construction must be
documented in the SWPPP. All basin slopes and slopes adjacent to wetlands must have erosion control
blanket installed.
Additional erosion control measures may be required during construction as deemed necessary by
City staff. Any additional measures required shall be installed and maintained by the Developer.
5. LICENSE. Developer hereby grants the City, its agents, employees, officers and contractors
a license to enter the Subject Property to perform all work and inspections deemed appropriate by the City
in conjunction with site development.
6. CONSTRUCTION ACCESS. Construction traffic access and egress for grading, public utility
construction, and public street construction is restricted to access the subdivision as approved by the City
Engineer.
7. STORM SEWER. The Developer shall construct private storm sewer to convey the
stormwater runoff from the proposed improvements to the stormwater management basin. The
Developer shall install a privately owned and maintained 24 inch culvert from the south side of
Jansen Avenue NE to the wetland area southwest of the subject site.
Prior to the issuance of a building permit, the Developer shall enter into a private maintenance
agreement for the private storm sewer and stormwater management system.
The Developer shall pay a cash fee in the amount of $58,305.00 for the Storm Water Impact
Fee which is calculated as follows: 16.25 Net Acres X $3,588.00 = $58,305.00
Final locations and sizes of all storm sewer facilities will be reviewed by City staff with the
building permit plans.
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8. CITY ENGINEERING ADMINISTRATION AND CONSTRUCTION OBSERVATION. The
Developer shall pay a fee for consulting engineering administration following approval of the Plat. City
engineering administration will include consultation with Developer and its engineer on status or problems
regarding the project, monitoring during the warranty period, general administration and processing of
requests for reduction in security. Fees for this service shall be the actual amount billed for those services,
which are estimated to be no more than three percent (3%) of the estimated construction cost of the
Improvements to be inspected, assuming normal construction and project scheduling. The Developer shall
pay for construction observation performed by the City Engineer. Construction observation shall include part
or full time observation, as reasonably determined by the City Engineer, of proposed street, sanitary sewer,
water and storm drainage construction and will be billed on hourly rates estimated to be six and one half (6.5)
percent of the estimated construction cost
The escrow amount shall be submitted to the City prior to the City executing this Agreement. All
administrative and legal fees related to plan review, drafting of this Agreement and any other necessary items
shall be paid to the City prior to execution of this Agreement, which are in the aggregate amount of $7,598.50.
Any amounts for legal and engineering not utilized from this escrow fund shall be returned to the Developer
when all improvements have been completed, all financial obligations to the City satisfied, and the required
"as constructed" plans have been received by the City.
All other amounts listed as flat fees are non-refundable and available immediately for City use when
posted.
9. DRAINAGE AND GRADING. The proposed rail spur includes installation of rail track for
rail car storage that will require filling of wetlands in the southern portion of the subject site.
All grading, drainage, erosion control, and wetland impacts are subject to review and approval of
the City Engineer, which shall not be unreasonably denied, withheld, or delayed. The plat shall be graded
in accordance with the approved grading development and erosion control plan, Plan “B”. The plan shall
conform to City of Otsego specifications. Within thirty (30) days after completion of the grading and final
establishment of ground cover or temporary stabilization reasonably approved by the City, which shall not
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GCC Dacotah, Inc.
219543v1
be unreasonably denied, withheld, or delayed, the Developer shall provide the City with an “as
constructed” grading plan certified by a registered land surveyor or engineer that all storm water
treatment/infiltration basins and swales, have been constructed on public easements or land owned by
the City. The “as constructed” plan shall include field verified elevations of the following: a) cross sections
of storm water treatment/infiltration basins; b) location and elevations along all swales, wetlands, wetland
mitigation areas if any, locations and dimensions of borrow areas/stockpiles, and installed “conservation
area” posts; and c) lot corner elevations and building pads. The City will withhold issuance of a Certificate
of Occupancy until the approved certified grading plan is on file with the City and all erosion control
measures are in place as reasonably determined by the City Engineer. The soils observation and testing
report, including referenced development phases and lot descriptions, shall be submitted to the Building
Official for review prior to the issuance of the Certificate of Occupancy.
Prior to the release of the grading and erosion control security, the “as constructed” plan for the lot
must be submitted to verify that the final as-built grades and elevations of the specific lot are consistent with
the approved grading plan for the development, and amendments thereto as reasonably approved by the
City Engineer, which shall not be unreasonably denied, withheld, or delayed, and that all required property
monuments are in place. If the final grading, erosion control and “as constructed” grading plan is not timely
completed, after fifteen (15) days’ written notice to Developer, the City may enter the lot, perform the work,
and draw on the letter of credit or the cash escrow, as the case may be. Upon satisfactory completion of the
grading, erosion control and “as constructed” grading plan, the security, less any draw made by the City,
shall be released.
A certified as-built building pad survey must be submitted and approved for commercial, industrial
or institutional developments prior to issuance of a building permit.
The site plan improvements contain more than one (1) acre of site disturbance. Therefore, a
National Pollution Discharge Elimination System General Stormwater Permit for construction activity
is required from the Minnesota Pollution Control Agency. A copy of the Notice of Stormwater Permit
Coverage must be submitted to the City upon receipt from the MPCA.
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GCC Dacotah, Inc.
219543v1
Retaining walls over four feet in height shall be constructed in accordance with plans and
specifications prepared by a structural or geotechnical engineer licensed by the State of Minnesota.
Following construction, a certification signed by the design engineer shall be filed with the Building Official
evidencing that the retaining wall was constructed in accordance with the approved plans and
specifications. All retaining walls identified on the development plans and by special conditions referred
to in this Agreement shall be constructed before any other building permit is issued for a lot on which a
retaining wall is required to be built. All retaining walls must comply with the City’s engineering manual
and the City’s zoning ordinance.
10. WETLAND REPLACEMENT AND MITIGATION. The wetland delineation conducted by
Wenck Associates for the site was approved on June 9, 2020 by the City of Otsego.
Wenck Associates has suggested additional areas will be delineated for the project. All wetland
impacts will need to abide by the rules as stated in the Wetland Conservation Act and as approved in a future
Notice of Decision for any replacement plan. Any wetland buffer areas that are disturbed, shall be seeded
by the Developer with an appropriate wetland buffer mix and managed by the Developer for two years or
until the wetland buffer areas are fully established, as determined by the City.
The Developer shall post a $359,608.11 security for wetland mitigation. This security may be in the
form of a letter of credit separate from the primary development security or in the form of a non-interest
bearing cash escrow with the City. If the mitigation area is found to be unsuccessful after the mandatory
five-year warranty period, the City may elect to keep the security to be used for this mitigation project or for
wetland mitigation/restoration elsewhere within the City. In addition, the City may draw down the security at
any time during the warranty period if the Developer fails to take corrective measures as directed by the City
to perform the work recommended. Security for wetland obligations will be released when the City receives
proof that Developer has ownership of the required wetland credits.
The Developer shall install eighteen (18) Wetland Buffer signs at the edge of the wetland buffer. The
Developer shall pay a cash fee in the amount of $4,500.00 to ensure installation of signs. The fee is
calculated as follows:
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18 signs X 250.00 per sign = $4,500.00
11. STREETS. The Developer agrees to maintain the streets within the Plat until the base course
bituminous surfacing has been reasonably accepted by the City, which shall not be unreasonably denied,
withheld, or delayed. Should the City be required to grade the street prior to paving, the cost of such grading
shall be paid by the Developer and may be drawn from the Developer’s letter of credit or cash escrow.. Should
snowplowing be necessary prior to street paving, the City may plow the street prior to acceptance, and the
Developer will hold harmless and indemnify the City from any and all liability claims related to such work and
pay all costs associated with that work. Any plowing undertaken by the City will constitute no acceptance or
evidence of acceptance of the street(s) in question. The final wear course shall not be constructed until at
least one construction season after the base construction is completed and shall be delayed one more
construction season if at least 75% build out is not achieved. However, the final wear course shall not be
delayed for a period longer than two years after the base course is paved, regardless of build out; in which
case, the Developer shall provide and escrow for fog sealing the streets in the event the final wear course is
placed prior to 75% build out. Upon final completion of streets and acceptance by the City as a City street
rather than a private drive, the Developer shall guarantee to the City for a period of two (2) years the streets
have been constructed to City standards. The warranty period shall not commence until such time as street
construction is completed and the streets are accepted as City streets by the City. The two (2) year warranty
period set forth above commences upon the date on which the City accepts the streets by resolution. The
warranty period for underground utilities is two years and shall commence following completion and
acceptance by City Council by resolution. A minimum of 10% of the total security required under this Contract
shall be retained as warranty security as specified in the section of this Contract.
12. CLEAN UP. The Developer shall clean dirt and debris from streets that has resulted from
construction work by the Developer, subcontractors, their agents or assigns. Prior to any construction on the
Subject Property, the Developer shall identify in writing a responsible party and schedule for erosion control,
street cleaning, and street sweeping.
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13. LANDSCAPING. Landscaping shall be installed in accordance with the approved landscape
plan. The Developer shall post a $83,335.87 landscaping security upon issuance of a building permit to
ensure that the landscaping is installed in accordance with the approved plan.
14. DEWATERING. Due to the variable nature of groundwater levels and stormwater flows, it
will be the Developer’s and the Developer’s contractors and subcontractors responsibility to satisfy
themselves with regard to the elevation of groundwater in the area and the level of effort needed to perform
dewatering and storm flow routing operations. All dewatering shall be in accordance with all applicable
county, state, and federal rules and regulations. DNR regulations regarding appropriations permits shall also
be strictly followed.
15. SPECIAL PROVISIONS. The following special provisions shall apply to this Agreement:
A. Implementation of the conditions listed in the Findings of Fact approved by the City
Council on December 13, 2021.
B. The site plans and building construction shall be developed in accordance with plans
approved by the City Council.
C. The conditional use permit approved by the City Council on August 24, 2020 remains
in full force and effect except as modified herein.
D. 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.
E. The Developer shall complete the installation of six (6) storage silos by January 31,
2027 or request an extension of the conditional use permit approval as provided for
by Chapter 4 of the Zoning Ordinance.
F. The temporary gravel drive shall be removed when the temporary load out facility is
removed upon completion of the permanent site improvements.
G. The landscape plan shall be revised to incorporate deciduous trees at the south end
of the rail storage area and increase the height of proposed coniferous trees shown
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on the landscape plan to a minimum height of eight (8) feet, subject to review and
approval of the Zoning Administrator.
H. 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.
I. The Developer shall submit a revised exterior lighting plan demonstrating compliance
with Section 11-16-6 of the Zoning Ordinance, subject to review and approval of the
Zoning Administrator.
J. 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.
K. All grading, drainage, erosion control, and wetland impacts are subject to review and
approval of the City Engineer.
L. A building permit is required prior to commencing construction. The construction shall
be completed in accordance with the approval of the Building Official and Fire
Marshal.
M. No direct lot access to 65th Street (CSAH 37) shall be allowed as determined by
Wright County.
E. Trash containers shall be stored inside the building or in a gated enclosure in
compliance with Zoning Ordinance Requirements.
H. 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
and shall be subject to the approval of the Zoning Administrator.
I. Any outdoor storage of trash or recycling containers shall not encroach upon required
parking spaces or required loading space as required by the Zoning Ordinance.
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J. The property stored shall not include any waste, except as provided in section 11-18-
4.C of the Zoning Ordinance.
K. The Developer shall install on-site and off street parking in compliance with Zoning
Ordinance requirements subject to the review of the Zoning Administrator.
L. The Developer shall submit as-built record drawings following the completion of
this project.
M. The Developer shall install a permanent cul-de-sac at the east property line where
the current temporary turnaround is located at the terminus of Jansen Avenue.
N. The City shall not be responsible for any costs associated with improving railroad
crossings at Labeaux Avenue (CSAH 19) and 65th Street (CSAH 37) as may be
required of the Developer by Wright County or any other agency as a condition of
plat approval and development of the Subject Property.
16. SECURITY. To ensure compliance with the terms of this Agreement, and construction of all
public improvements, and satisfaction of all other obligations, the Developer shall furnish the City with a cash
escrow or Irrevocable Standby Letter of Credit with automatic renewal provisions in the amount as required
under this Agreement. The issuer and form of the security (other than cash escrow) shall be subject to City
approval in its reasonable discretion. The security shall be issued by a banking institution in good standing
as determined by the City and approved by the City Administrator. The City shall have the ability to draw on
the security at a bank or branch bank located within fifty (50) miles of the City Hall. The security shall contain
an automatic renewal provision and shall not expire until all the Development is complete and fully and finally
accepted by the City, and all terms of this Agreement are satisfied.
The City may draw down the security, on five (5) business days written notice to the Developer, for
any violation of the terms of this Agreement or without notice if the security is allowed to lapse prior to the
end of the required term. If the required public improvements are not completed at least thirty (30) days prior
to the expiration of the security, the City may also draw it down without notice. If the security is drawn down,
the proceeds shall be used to cure the default.
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Upon receipt of proof satisfactory to the City that work has been completed and financial obligations
to the City have been satisfied, with City approval not to be unreasonably withheld or delayed, the security
shall be reduced from time to time in proportion to the work completed, but not below ten (10) percent which
is the amount of the warranty security. For purposes of this Section, the warranty period shall be a twelve
(12) month period after the applicable work has been completed, except with respect to streets, for which the
warranty period shall be two years as addressed elsewhere in this Agreement.
This security amount shall be submitted to the City prior to execution of the Agreement. All
administrative and legal fees related to plan review, drafting of this Agreement and any other necessary items
shall be paid to the City prior to execution of the Agreement, which are in the aggregate amount of
$499,535.14. Upon completion of the work contemplated hereunder and expiration of the warranty period,
the remaining security shall be promptly released to Developer.
17. SUMMARY OF SECURITY REQUIREMENTS. The amount of the security described above
is calculated as follows:
CONSTRUCTION COSTS:
A. Site Grading, Erosion & Sediment Control & Wetland Protection, $40,020.00
B. Landscaping 83,335.87
C. Wetland Replacement $359,608.11
TOTAL SUBTOTAL: $482,963.98
TOTAL IRREVOCABLE LETTER OF CREDIT OR CASH ESCROW
FOR SECURITY (125% OF SUBTOTAL) $603,704.98
ADDITIONAL ESCROW
A. Legal Service (1.0%) ($1,500.00 minimum) $1,500.00
B. Existing Outstanding Escrow Balance for Application Review $1,765.95
C. City Construction Administration and Utility & Street Inspection
(8%) or ($10,000.00 minimum) $5,000.00
TOTAL ESCROW $8,265.95
This breakdown is not a restriction on the use of the security.
DEVELOPMENT WARRANTY LETTER OF CREDIT
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A. Erosion & Sedimentation Control $2,001.00
TOTAL WARRANTY LETTER OF CREDIT $2,001.00
This breakdown is not a restriction on the use of the security.
18. SUMMARY OF CASH REQUIREMENTS. The following is a summary of the cash
requirements under this Agreement which must be furnished by the Developer prior to issuance of a building
permit.
A. Wetland Signs $4,500.00
B. City Administrative (1.0 %) or ($1,500.00 minimum) 1,500.00
C. Street & Traffic Control Signs 4,500.00
D. Storm Water Impact Fee $58,305.00
SUBTOTAL CASH REQUIREMENTS $64,805.00
19. ACKNOWLEDGEMENT. The Developer acknowledges that approval of installation of the
Improvements does not constitute a guarantee by the City of any future subdivision approvals and that the
Developer performs the work on the Subject Property at its own risk.
20. RESPONSIBILITY FOR COSTS.
A. The Developer shall pay all costs incurred by it or the City in conjunction with the
development of the Property, including but not limited to legal, planning, engineering and inspection
expenses incurred in connection with approval of the site plan, the preparation of this Agreement, review of
any other plans and documents.
B. The Developer shall hold the City and its officers, employees, and agents harmless
from claims made by itself and third parties for damages sustained or costs incurred resulting from site
approval and development. The Developer shall indemnify the City and its officers, employees, and agents
for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including
attorneys' fees.
C. The Developer shall reimburse the City for costs incurred in the enforcement of this
Agreement, including engineering and attorneys' fees.
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D. The Developer shall pay in full all bills submitted to it by the City for obligations incurred
under this Agreement within thirty (30) days after receipt. Bills not paid within thirty (30) days shall accrue
interest at the rate of eighteen percent (18%) per year.
21. MISCELLANEOUS.
A. Third parties shall have no recourse against the City under this Agreement.
B. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this
Agreement is for any reason held invalid, such decision shall not affect the validity of the remaining portion
of this Agreement.
C. The action or inaction of the City shall not constitute a waiver or amendment to the
provisions of this Agreement. To be binding, amendments or waivers shall be in writing, signed by the parties
and approved by written resolution of the City Council. The City's failure to promptly take legal action to
enforce this Agreement shall not be a waiver or release.
D. This Agreement shall run with the land and may be recorded against the title to the
Subject Property. The Developer covenants with the City, its successors and assigns, that the Developer
has fee title to the Subject Property and/or has obtained consents to this Agreement, in the form attached
hereto, from all parties who have an interest in the Subject Property; that there are no unrecorded interests
in the Subject Property; and that the Developer will indemnify and hold the City harmless for any breach of
the foregoing covenants.
E. Each right, power or remedy herein conferred upon the City is cumulative and in
addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City,
at law or in equity, or under any other agreement, and each and every right, power and remedy herein set
forth or otherwise so existing may be exercised from time to time as often and in such order as may be
deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any
other right, power or remedy.
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F. Breach of the terms of this Agreement by the Developer, including nonpayment of
billings from the City, shall be grounds for denial of building permits and certificates of occupancy, and the
halting of all work on the Subject Property.
G. The Developer represents to the City that the development complies with all City,
county, metropolitan, state, and federal laws and regulations, including but not limited to: subdivision
ordinances, zoning ordinances, and environmental regulations. If the City determines that the development
does not comply, the City may, at its option, refuse to allow construction or development work in the
development until the Developer does comply. Upon the City’s demand, the Developer shall cease work
until there is compliance.
I. Grading, curbing, and one lift of asphalt shall be installed on all public and private
streets prior to issuance of a permanent or temporary Certificate of Occupancy.
J. If building permits are issued prior to the acceptance of public improvements, the
Developer assumes all liability and costs resulting in delays in completion of public improvements and
damage to public improvements caused by the City, Developer, its contractors, subcontractors, material men,
employees, agents, or third parties. No sewer and water connections or inspections may be conducted and
no one may occupy a building for which a building permit is issued on either a temporary or permanent basis
until the streets needed for access have been paved with a bituminous surface and the utilities are reasonably
accepted by the City Engineer.
K. Should the Developer convey any lot or lots in the Development to a third party, the
City and the owner of that lot or those lots may amend this Development Contract or other city approvals or
agreements for development or use of those lots without the approval or consent of the Developer or other
lot owners in the Development. Private agreements between the owners of lots within the Development for
shared service or access and related matters necessary for the efficient use of the Development shall be the
responsibility of the lot owners and shall not bind or restrict City authority to approve applications from any
lot owner in the Development.
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22. DEVELOPER’S DEFAULT. In the event of default by the Developer as to any of the work to
be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly
reimburse the City for any expense incurred by the City, provided the Developer, except in an emergency as
determined by the City, is first given notice of the work in default, not less than ten (10) days in advance.
This Agreement is a license for the City to act, and it shall not be necessary for the City to seek a Court order
for permission to enter the Subject Property. When the City does any such work, the City may, in addition
to its other remedies, assess the cost in whole or in part.
23. NOTICES. Required notices to the Developer shall be in writing, and shall be either hand
delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the
following address: GCC Dacotah, Inc. C/O Cristopher Munoz, 600 S. Cherry St., Suite 1000, Glendale, CO
80246. Notices to the City shall be in writing and shall be either hand delivered to the City Administrator, or
mailed to the City by certified mail in care of the City Administrator at the following address: Otsego City Hall,
13400 90th Street NE, Otsego, Minnesota 55330.
[The remainder of this page has been intentionally left blank.
Signature pages follow.]
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CITY OF OTSEGO
BY: ___________________________________________
Jessica L. Stockamp, Mayor
(SEAL)
AND __________________________________________
Audra Etzel, City Clerk
STATE OF MINNESOTA )
)ss.
COUNTY OF WRIGHT )
The foregoing instrument was acknowledged before me this ________ day of ______________,
2020, by Jessica L. Stockamp and by Audra Etzel, the Mayor and City Clerk of the City of Otsego, a
Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its
City Council.
______________________________________________
NOTARY PUBLIC
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DEVELOPER:
GCC DACOTAH, INC.
By:
Cristopher Munoz
Its:
Secretary
STATE OF ______________ )
)ss.
COUNTY OF ____________ )
The foregoing instrument was acknowledged before me this ________ day of ______________,
2021, by Cristopher Munoz, the Secretary of GCC Dacotah, Inc., a South Dakota corporation, on behalf of
said corporation.
______________________________________________
NOTARY PUBLIC
DRAFTED BY:
CAMPBELL, KNUTSON
Professional Association
860 Blue Gentian Road, Suite 290
Eagan, Minnesota 55121
Telephone: 651-452-5000
DSK/smt
GCC Dacotah, Inc.
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19
[BANK LETTERHEAD]
IRREVOCABLE LETTER OF CREDIT
No. ___________________
Date: _________________
TO: City of Otsego
City Hall
13400 90th Street NE
Otsego, Minnesota 55330
Dear Sir or Madam:
We hereby issue, for the account of (Name of Developer) and in your favor, our Irrevocable
Letter of Credit in the amount of $____________, available to you by your draft drawn on sight on the undersigned
bank.
The draft must:
a) Bear the clause, "Drawn under Letter of Credit No. __________, dated ________________, 2_____,
of (Name of Bank) ";
b) Be signed by the City Administrator or Finance Director of the City of Otsego.
c) Be presented for payment at (Address of Bank) , on or before 4:00 p.m. on November 30,
2_____.
This Letter of Credit shall automatically renew for successive one-year terms unless, at least forty-five (45)
days prior to the next annual renewal date (which shall be November 30 of each year), the Bank delivers written
notice to the Otsego Finance Director that it intends to modify the terms of, or cancel, this Letter of Credit. Written
notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty -five (45)
days prior to the next annual renewal date addressed as follows: Otsego Finance Director, Otsego City Hall,
13400 90th Street NE, Otsego, MN 55330, and is actually received by the Finance Director at least thirty (30) days
prior to the renewal date.
This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended,
amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein.
This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be
made under this Letter of Credit.
This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice
for Documentary Credits, International Chamber of Commerce Publication No. 600.
We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored
upon presentation.
[NAME OF BANK]
BY: ____________________________________
Its ______________________________
GCC Dacotah, Inc.
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20
(Above Space is Reserved for Recording Information)
Minnesota Wetland Conservation Act
Declaration of Restrictions and Covenants for Project-Specific
Wetland Replacement
Replacement Wetland Declarant:
General Location of Replacement: Sec. , Twp. , Rge. , County of
This Declaration of Restrictions and Covenants for Project-Specific Wetland Replacement Wetland
(Declaration) is made this day of , by the undersigned Declarant:
RECITALS
A. The Declarant holds the fee title or perpetual easement on the real property described in
Exhibit A, attached hereto.
B. This real property is the site of a Replacement Wetland, as defined in Minnesota Rules
8420.0111, subp. 60. Exhibit B, attached hereto, is a map or survey of the subject Replacement Wetland.
C. The Declarant is seeking approval of (1) a replacement plan under Minnesota Statutes
section 103G.222.
D. The Replacement Wetland is subject to the Wetland Conservation Act of 1991, as
amended, Minnesota Statutes section 103G.222 et seq., and all other provisions of law that apply to
wetlands, except that the exemptions in Minnesota Statutes section 103G.2241 do not apply to the
Replacement Wetland, pursuant to Minnesota Rules 8420.0420.
E. The Local Government Unit (LGU) charged with approval of the Replacement Plan is ,
whose address is
F. All references in this instrument to Minnesota Statutes and Rules are to the Statutes and
Rules currently in effect and as amended or renumbered in the future
RESTRICTIONS AND COVENANTS
GCC Dacotah, Inc.
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21
The Declarant makes the following declaration of restrictions and covenants for the Replacement
Wetland. These restrictions and covenants shall run with the land, and bind Declarant, and Declarant's
heirs, successors, and assigns:
1. The Declarant shall maintain a Replacement Wetland of the size and type specified in the
replacement plan approved by the LGU and on file at the offices of the LGU. Declarant shall not make any
use of the Replacement Wetland that would adversely affect the functions or values of the wetland as
determined by Minnesota Rules 8420.0522, and as specified in the replacement plan.
2. Declarant shall pay the costs of maintenance, repairs, reconstruction, and replacement of
the Replacement Wetland, which the LGU or the State of Minnesota through the Minnesota Board of Water
and Soil Resources may deem necessary to comply with the specifications for the Replacement Wetland in
the approved replacement plan.
3. Declarant grants to the LGU, the State of Minnesota, and the agents and employees of the
LGU and the State of Minnesota, reasonable access to the Replacement Wetland for inspection,
monitoring, and enforcement purposes. This Declaration grants no access to or entry on the lands
described to the general public.
4. Declarant represents that he or she has a fee simple or easement interest in the land on
which the Replacement Wetland is or will be located. Declarant represents that he or she has obtained the
consent of all other parties who may have an interest in the land on which the Replacement Wetland is or
will be located to the creation of the restrictions and covenants herein, and that, all such parties have
agreed in writing to subordinate their interests to these restrictions and covenants, pursuant to the attached
Consent and Subordination Agreement(s).
5. Declarant shall record or file this Declaration, pay all costs associated with recording or
filing, and provide proof of recording or filing to the LGU. If this Declaration is given pursuant to a
replacement plan, such proof shall be provided to the LGU before proceeding with construction of the
Replacement Wetland.
6. Acknowledge that this Easement shall be unlimited in duration, without being re-
recorded. This Easement shall be deemed to be a perpetual conservation easement pursuant to
Minn. Stat. ch. 84C.
7. If the replacement plan approved by the LGU and on file at its offices requires the
establishment of areas of native vegetative cover, the term “Replacement Wetland” as used in this
Declaration shall also include the required areas of permanent vegetative cover, even if such areas are not
wetlands. All provisions of this Declaration that apply to the Replacement Wetland shall apply equally to
the required areas of native vegetative cover. In addition, the Declarant:
(a) Shall comply with the applicable requirements of Minnesota Rules 8420.0526;
(b) Shall, at Declarant’s cost, establish and maintain permanent vegetative cover on areas
specified in the replacement plan for native vegetative cover, including any necessary planting and
replanting thereof, and other conservation practices, in accordance with the replacement plan;
(c) Shall not produce agricultural crops on the areas specified in the replacement plan;
GCC Dacotah, Inc.
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22
(d) Shall not graze livestock on the areas specified in the replacement plan or;
(e) Shall not place any materials, substances, or other objects, nor erect or construct any type of
structure, temporary or permanent, on the areas specified in the replacement plan, except as
provided in the replacement plan;
(f) Shall, at Declarant’s cost, be responsible for weed control by complying with noxious weed control
laws and emergency control of pests necessary to protect the public health on the areas specified in
the replacement plan; and
(g) Shall comply with any other requirements or restrictions specified in the replacement plan,
including, but not limited to, haying, mowing, timber management or other vegetative alterations
that do not enhance or would degrade the ecological functions and values of the replacement site.
8. This Declaration may be modified only by the joint written approval of the LGU and the State
of Minnesota through the Minnesota Board of Water and Soil Resources. If the Replacement Wetland has
been used to mitigate wetland losses under the Federal Water Pollution Control Act, the U.S. Army Corps
of Engineers (or successor agency) must also agree to the modification in writing. Such modification may
include the release of land contained in the legal description above, if it is determined that non-wetland
areas have been encumbered by this Declaration, unless the approved replacement plan designates these
non-wetland areas for establishment of permanent vegetative cover.
9. This Declaration may be enforced, at law or in equity, by the LGU, or by the State of
Minnesota. The LGU and the State of Minnesota shall be entitled to recover an award of reasonable
attorneys fees from Declarant in any action to enforce this Declaration. The right to enforce the terms of
this Declaration is not waived or forfeited by any forbearance or failure to act on the part of the State or
LGU. If the subject replacement area is to be used partially or wholly to fulfill permit requirements under
the Federal Water Pollution Control Act or a federal farm program, then the provisions of this Declaration
that run to the State or the LGU may also be enforced by the United States of America in a court of
competent jurisdiction.
10. This Declaration must be recorded and proof of recording submitted to the LGU or other
regulatory authority in order to be valid.
__________________________________________
Signature of Declarant
__________________________________________
Signature of Declarant
STATE OF MINNESOTA )
) ss.
COUNTY OF )
This instrument was acknowledged before me on (date) by (name(s) of person(s).
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23
_________________________________________
(Signature of Notarial Officer)
(Title)
My commission expires:
Attachments: [ ] Exhibit A (legal description)
[ ] Exhibit B (map or survey of Replacement Wetland)
This instrument drafted by:
GCC Dacotah, Inc.
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24
MINNESOTA WETLAND CONSERVATION ACT
AFFIDAVIT OF LANDOWNER(S)
STATE OF MINNESOTA )
( ss.
COUNTY OF _________ )
_______________________________________________, the Affiant herein, being first duly
sworn, deposes and says:
1. Affiant is the owner of land described as follows, to-wit:
(see attached legal description in Declaration)
2. Affiant is well-acquainted with the above-described land.
3. As of _________________, 2______, no persons were in possession of or claiming title to said
land other than Affiant.
4. There have been no improvements made during the one hundred twenty (120) days prior to the
above date for which any mechanics' liens might have arisen.
5. All taxes and assessments levied against the property have been paid when due, and such
property is free and clear of any tax lien except for current taxes not yet due or not yet delinquent.
6. No lien for unpaid income taxes has been filed or is outstanding against the property.
7. The land described above is free of all mortgages, easements, liens and other encumbrances
except as specified on the attached Form A-2 (Consent to Replacement Wetland).
8. No judgment or decree has been entered against Affiant that remains unsatisfied.
9. Affiant has not filed a bankruptcy petition nor had one filed against him under Title 11 of the United
States Code.
Further your Affiant sayeth not.
___________________________________ ___________________________________
Subscribed and sworn to before me
this _____ day of ______________, 2____.
______________________________________
Notary Public
AG:962 v1
25
GCC of America,
Inc.
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CONSENT TO REPLACEMENT WETLAND
WHEREAS, _________________________________________ is the fee owner(s) of the following
lands:
[Insert same legal description from Replacement Wetland
Declaration]
AND WHEREAS, the undersigned, ____________________________, has an interest in the land
pursuant to:
_____ Mortgage
_____ Utility Easement for utility line or pipeline
which runs through the Replacement Wetland
_____ Drainage Easement for ditch, tile line or other
drainage system which runs through the
Replacement Wetland
_____ Contract for Deed
____ Lien
_____ Other (specify)_________________________________
which document is dated ________________________, and was recorded on ____________________ in
the Office of the County Recorder for Wright County, in Book _____, Page _______, as Document No.
__________________; and
WHEREAS, the fee owner or Landowner as defined in Minn. Rules part 8420.0110, subp. 29
intends to restore or create a Replacement Wetland under Minn. Stat. sec. 103G.222 and Minn. Rules part
8420.0530 or Minn. Rules part 8420.0740, upon the land described above.
NOW, THEREFORE, for valuable consideration, receipt of which is hereby acknowledged, the
undersigned hereby consents to the creation or restoration of the Replacement Wetland. The undersigned
acknowledges that its interest in the land on which the Replacement Wetland is located shall be subject to
all federal, state and local laws and regulations regarding wetlands, including the Declaration of
Restrictions and Covenants for Replacement Wetland that is attached hereto.
26
GCC of America,
Inc.
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IN TESTIMONY WHEREOF, _______________________________________, the
________________________________ of the undersigned, has executed this document this _______ day
of ___________________.
________________________________
________________________________
Title
ACKNOWLEDGEMENT
STATE OF MINNESOTA )
( ss.
COUNTY OF ________ )
The foregoing instrument was acknowledged before me this _____ day of _________________, by
___________________________________________.
_________________________________
Notary Public
______________________________
Notary Stamp or Seal
THIS INSTRUMENT WAS DRAFTED BY:
Board of Water and Soil Resources
520 Lafayette Road
St. Paul, Minnesota 55155