Item 4.1 BoER Starbucks3601 Thurston Avenue
Anoka, MN 55303
763.231.5840
TPC@PlanningCo.com
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PLANNING REPORT
TO:Otsego Planning Commission
FROM:D. Daniel Licht
REPORT DATE:2 March 2023
60-DAY DATE:10 April 2023
RE:Otsego – Java Companies/Bank of Elk River
TPC FILE:101.02
BACKGROUND
Java Companies has submitted plans to subdivide a new lot from the Bank of Elk River property
located at 15800 88th Street. The proposed lot is to be developed with a 1,740 square foot
coffee shop with an outdoor patio and drive through. The proposed development requires
consideration of a preliminary and final plat, Planned Unit Development – Conditional Use
Permit (PUD-CUP) for minimum lot area and setback reductions, a Conditional Use Permit (CUP)
for a convenience food use, and vacation of existing drainage and utility easements. A public
hearing has been noticed for the Planning Commission meeting on 20 March 2023 to consider
the applications.
Exhibits:
Site Location Map
Floor Plan/Building Elevations dated 12/18/22 (2 sheets)
Civil plans dated 01/31/2023 (12 sheets)
Landscape Plan dated 02-03-2023
Preliminary Plat dated 2/3/2023
Pylon Sign
ANALYSIS
Item 4.1
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Existing Conditions. The subject site is 3.77 acres in area and developed with a bank office with
a drive through facility. The proposed development is to subdivide a 0.762 acre lot at the
southwest corner of the subject site west of the driveway access to 88th Street. The proposed
development increases utilization of the property for commercial land uses with available
transportation and utility infrastructure.
Zoning. The subject site is zoned B3, General Business District. The existing bank office use is
allowed as a permitted use within the B3 District. The proposed coffee shop with a patio and
drive through facility is defined as a convenience food use by the Zoning Ordinance.
Convenience food uses are allowed as conditional uses within the B-3 District, subject to the
performance standards outlined in Section 11-77-6.B of the Zoning Ordinance.
The City is in the process of amending the Zoning Ordinance and Zoning Map, which will
designate the subject site B1, Retail Business District. Within the proposed B1 District, bank
office are to be a permitted use and convenience food uses are to be a conditional use. The
amendment of the Zoning Ordinance will not affect the existing or proposed uses of the subject
site.
Surrounding Uses. The subject site is surrounded by the existing and planned future land uses
shown in the table below. The proposed coffee shop with a patio and drive through will be
compatible with the character of the existing or planned uses in the area.
Direction Land Use Plan Zoning Map Existing Use
North Commercial PUD District Otsego Waterfront
East Institutional INS District Christ Church
Undeveloped
South Commercial PUD District Great River Centre
West Commercial B3 District (B1 District)Coborns
Dunkin
Undeveloped
Building Materials. The Section 11-17-4.D.1 of the Zoning Ordinance require the exterior finish
of the proposed building to be comprised of a minimum 65 percent Grade A materials, and not
more than 35 percent Grade B materials, or not more than 10 percent Grade C materials. The
proposed exterior materials consist of brick and glass as Grade A finishes and fiber cement
siding as a Grade B materials. The exterior finish of the proposed building is 65.4 percent
Grade A materials and 34.6 percent Grad B materials, which complies with the requirements of
the Zoning Ordinance.
Building Height. Principal buildings within the B3 District (and proposed B1 District) are
allowed to be up to three stories or 35 feet in height. The proposed building is a single story
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structure with a height of 18 feet to the top of the highest parapet. The proposed building
complies with the height limits of the B3 District.
Landscaping. There are 12 existing mature evergreen trees within area of Lot 1, Block 1 that
will need to be removed to allow for the proposed development, although one tree within the
lot and five trees within the boulevard along 88th Street are to remain. The health of the
existing trees that are to be preserved will need to be field verified by City staff and replaced if
needed.
A landscape plan has been submitted for new plantings to be installed within Lot 1, Block 1 with
the development. The proposed landscape plan includes deciduous and coniferous trees along
the north lot line, east lot line abutting the shared driveway, center island, and adjacent to the
building. Rows of native grass clumps are provided in the area between the drive through aisle
and trail/sidewalk abutting Parrish Avenue (CSAH 42) and 88th Street, as well as the shared
driveway. There are also clusters of shrub and grass plantings at the building and patio corners
and along the interior of the drive through aisle.
The quantities and type of plantings are appropriate for the subject site The sizes of proposed
plantings are consistent with the requirements of Section 11-19-2.B.3 of the Zoning Ordinance,
although the evergreen trees are to be increased in height to six feet to provide better
screening effect from the time of installation. An irrigation system is required to be installed
within planting beds and turf grass areas as required by Section 5-2-3.C.2 of the City Code and is
to be noted on the landscape plan.
Right-of-Way. The subject site abuts 90th Street (CSAH 39), Parrish Avenue (CSAH 42), and 88th
Street.
City staff recommends the preliminary plat be modified to include the existing trail along 90th
Street (CSAH 39) and Parrish Avenue (CSAH 42) within public right-of-way. The preliminary plat
is subject to review and approval by Wright County with regards to 90th Street (CSAH 39) and
Parrish Avenue (CSAH 42).
The existing right-of-way for 88th Street is consistent with current City standards and includes
the existing roadway and sidewalks on both side of the street. Any additional right-of-way
needs for 88th Street are to be subject to review and approval of the City Engineer.
Lot Requirements. Section 11-77-7.A of the Zoning Ordinance requires lots within the B3
District to have a minimum area of one acre and minimum width of 200 feet measured at the
front setback line along the shortest frontage abutting a public street. The lot requirements of
the proposed B1 District are to be the same as those required in the B3 District.
The existing lot complies with the lot area and width requirements of the Zoning Ordinance.
The proposed subdivision will create two lots, one of which is 3.01 acres in area with the other
being 0.76 acres in area. The area of Lots 1, and 2, Block 1 will be reduced by the requested
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revision of the preliminary plat to include the existing trail along Parrish Avenue (CSAH 42)
within the platted right-of-way. Lot 2, Block 1 does not meet the minimum lot area
requirement of the B3 District even before the preliminary plat revision. Both lots comply with
the minimum lot width requirements.
Setbacks applicable to the preliminary plat established by Section 11-77-7.C (building) and
Section 11-21-5.B (off-street parking) of the Zoning Ordinance are shown in the table below.
Principal Building Parking
(ROW)Parrish Ave.
(CSAH 42)88th St.North East
Required 30ft.30ft.20ft.10ft.15ft.
Proposed 60ft.30ft.154ft.42ft.10ft.
The principal building complies with setback requirements from Parrish Avenue (CSAH 42) and
88th Street as well as the interior lot lines. The parking setback to 88th Street complies with the
15 feet required by the Zoning Ordinance, but the setback to Parrish Avenue (CSAH 42) is only
+/-10 feet from the back of the trail where City staff recommends the preliminary plat be
revised to establish the lot line. The reduction in the setback for the drive through aisle is
adequate to maintain visibility along the public street and provides sufficient area for snow
storage off of the trail. No setback between the parking area and shared driveway is required
by Section 11-21-10 of the Zoning Ordinance.
Section 11-36-1 of the Zoning Ordinance allows for modification of lot requirements and
setbacks by approval of a PUD-CUP. The basis for reducing the lot area and setbacks to less
than required by the Zoning Ordinance is compliance with all other performance standards,
including minimum building area, off-street parking, and stormwater management. The
proposed preliminary plat functions as two principal uses within one subdivision having shared
access to public streets. The proposed site plan provides for greater utilization of the existing
property, complies with the intent of the performance standards established by the Zoning
Ordinance, and is an appropriate use of PUD-CUP flexibility.
Off-Street Parking. The subject site has a full access to 88th Street and a right-in/right out
access to 90th Street (CSAH 39). The proposed preliminary plat does not propose to change the
existing accesses with Lots 1 and 2, Block 1 using the existing driveways. An ingress/egress
easement will be required over Lots 1 and 2, Block 1 for the shared access, which is subject to
review and approval of the Zoning Administrator.
The site plan provides for 20 off-street parking stalls. The off-street parking stalls and drive
aisles are designed in compliance with the dimensions required by Section 11-21-7.B of the
Zoning Ordinance. The parking area is shown to be surfaced with asphalt and surrounded by
perimeter concrete curb as required by Section 11-21-7.C and D of the Zoning Ordinance. The
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construction specifications for the off-street parking area are to be subject to review and
approval of the City Engineer.
Section 11-21-8 of the Zoning Ordinance requires coffee shops with a drive through to provide
off-street parking at a ratio of 1 stall per 50 square feet of net building area. The area of the
outdoor patio is not included in the parking demand calculation because of its limited seasonal
use. Based on a gross building area of 1,740 square feet, 32 parking stalls are required, a deficit
of 12 stalls from the number provided on the site plan. The proposed coffee shop is sized for
limited indoor seating with the expectation that most customers will use the drive through or
pick up window for quick turn over of the parking stalls. The 3,997 square foot bank office
building is required to provide 17 off-street parking stalls and there are 36 existing stalls within
the area of Lot 2, Block 1. If the ingress/egress easement also provides for cross parking
between Lots 1 and 2, Block 1, the off-street parking requirements of the Zoning Ordinance are
met.
Pedestrians. There is an existing trail along Parrish Avenue (CSAH 42) and 90th Street (CSAH 39
abutting the west and north plat lines. A sidewalk is also in place along the north side of 88th
Street abutting the subject site. The site plan provides for a pedestrian connection from the
proposed coffee shop to the sidewalk on 88th Street just west of the driveway. We recommend
the sidewalk along the north line of the building be extended west to connect to the trail along
Parrish Avenue (CSAH 42) with the drive through menu board location being adjusted
accordingly.
Drive Through. The drive through has been designed with the service window on the south
side of the principal building with vehicles stacking in a counter clockwise direction maximizing
the depth of the drive aisle. The length of the drive through aisle within the Lot 1, Block 1 has
space for 14 vehicles. With the shared access with Lot 2, Block 1 for the driveway to 88th Street,
there is no concern about vehicle stacking for the proposed coffee shop and drive through
causing congestion upon public streets.
Exterior Lighting. Section 11-16-6 of the Zoning Ordinance establishes performance standards
for exterior lighting. All exterior light fixtures are to have a 90 degree horizontal cut-off and not
cast more than 0.4 foot-candles of light at the property lines. An exterior lighting plan including
photometric measurements of light intensity and indicating the type, location, and height of all
exterior light fixtures must be submitted prior to approval of a building permit and is to be
subject to review and approval of the Zoning Administrator.
Waste Storage. The site plan shows a location for waste storage north of the proposed
principal building within Lot 1, Block 1. The location of the waste container enclosure will need
to be adjusted to provide for a 30 foot setback from the west lot line abutting Parrish Avenue.
The architectural details of the must comply the requirements of Section 11-18-4.C of the
Zoning Ordinance and are to be subject to review and approval of the Zoning Administrator.
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Signs. Section 11-37-5.C of the Zoning Ordinance allows the following signs for lots within the
B-3 District:
Freestanding: One freestanding sign not to exceed 100 square feet in area or 20 feet in
height. The site plan illustrates a freestanding pylon sign to be located in the yard along
Parrish Avenue (CSAH 42) at the northwest corner of Lot 1, Block 1 where it will be most
visible from the 90th Street (CSAH 39) and Parrish Avenue (CSAH 42) roundabout. The
proposed sign is to be 97 square feet in area and 20 feet in height, which complies with
the provisions of the Zoning Ordinance.
Wall Signs: Signs up to 15% of the wall area facing not more than two public streets
with individual signs limited to a maximum area of 100 square feet. The architectural
elevations illustrate wall signs on the north, west, and south elevations of the principal
building. The signs on three wall faces is not allowed for properties within the B3
District and north line of Lot 1, Block 1 does not abut a public right-of-way meaning the
sign on the north elevation must be removed.
The area and location of proposed signs for Lot 1, Block 1 is to be verified with an application
for a sign permit, subject to review and approval of the Zoning Administrator.
No changes are proposed for signs on Lot 2, Block 1.
Grading Plan. Plans for grading, erosion control, and storm water management have been
submitted for the proposed preliminary plat. All grading, drainage, and erosion control plans
are subject to review and approval of the City Engineer. Payment of a Stormwater Impact Fee
for the North Mississippi Watershed will be required to be paid at the time of final plat approval
for Lot 1, Block 1.
Utilities. The subject site is within the East Sewer District established by the 2012
Comprehensive Plan and sewer and water utility services are available to the property.
The developer has submitted a utility plan for connection of the proposed building on Lot 1,
Block 1 to City sewer and water utilities, which is subject to review and approval of the City
Engineer. The developer will pay Utility Availability Charges for Lot 1, Block 1 at the time of
final plat approval in accordance with the Fee Schedule in effect. Utility Connection Charges
will be collected at the time a building permit for the proposed based on the proposed
occupancy and Fee Schedule in effect at that time.
The existing bank office use on Lot 2, Block 1 has paid utility availability and connection fees
and is connected to sewer and water services.
Easements. Section 10-8-12 of the Subdivision Ordinance requires establishment of drainage
and utility easements at the perimeter of each lot, over public utility lines, and regional
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stormwater drainage facilities. There are existing drainage and utility easements over the
existing lot that are to be vacated and replaced by dedication of new drainage and utility
easements as shown on the preliminary plat. The proposed drainage and utility easements are
subject to review and approval of the City Engineer.
Park Dedication. Section 10-8-15 of the Subdivision Ordinance establishes park dedication
requirements for new subdivisions. Park requirements for the proposed preliminary plat apply
only to Lot 1, Block 1 being a new lot created by the subdivision. The Parks System Master Plan
does not identify the need to acquire land from the subject site for City parks. Park dedication
requirements for Lot 1, Block 1 are to be satisfied as a cash fee in lieu of land paid at the time of
final plat approval in accordance with the current fee schedule.
Development Contact. A development contract is required with final plat approval by Section
10-10-4.A of the Subdivision Ordinance to provide for the platting of the subject site and
payment of applicable fees. Section 11-9-7 of the Zoning Ordinance also requires that the
developer enter into a Site Improvement Performance Agreement with the City to provide for
construction of the project improvements within the subject site. The City Attorney will draft
the required documents, which are subject to approval by resolution of the City Council
concurrent with the zoning and subdivision applications.
Criteria. Consideration of the PUD-CUP for the lot requirements applicable to Lot 1, Block 1
and CUP for a convenience food use is to be based upon, but not limited to, the criteria
established by 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.
Comment: The Comprehensive Plan guides the subject site for commercial land uses as
part of the City’s primary retail, service, and office district. The existing bank office use is
consistent with the goals of the Comprehensive Plan. The proposed preliminary plat and
coffee shop use increases utilization of the property for commercial uses adding retail
and service choices within the area, increases employment opportunities, and expanding
tax base. The land use and economic development outcomes resulting from the
proposed subdivision and use of the property are consistent with the Comprehensive
Plan.
2.The proposed use's compatibility with present and future land uses of the area.
Comment: The proposed coffee shop will be compatible with commercial and
institutional uses in the area of the subject site.
3.The proposed use's conformity with all performance standards contained within the
Zoning Ordinance and other provisions of the City Code.
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Comment: The proposed use complies with the performance standards of the Zoning
Ordinance, Subdivision Ordinance, and Engineering Manual except as specifically
modified by the PUD-CUP as being consistent with the intent of the standard.
4.Traffic generation of the proposed use in relation to capabilities of streets serving the
property.
Comment: The subject site is accessed via 90th Street (CSAH 39) and Parrish Avenue
(CSAH 42), which are minor arterial roadways, and 88th Street designated by the
Transportation Plan, which is a local commercial street. The existing streets serving the
subject site have adequate constructed capacity to accommodate traffic generated by
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.
Comment: The preliminary plat is located within the East Sewer District where the City
has adequate service capacity and infrastructure to accommodate the proposed use.
RECOMMENDATION
The proposed preliminary plat and development plans for Lot 1, Block 1 expand commercial
development within the City’s primary commercial area and result in greater utilization of the
subject site. The proposed development is consistent with the policies of the Comprehensive
Plan and the provisions of the Zoning Ordinance and Subdivision Ordinance. Our office
recommends approval of the applications as outlined below.
POSSIBLE ACTIONS
A.Motion to recommend approval of a preliminary plat of MRD Commercial Park Second
Addition; vacation of existing drainage and utility easement; and approval of a Planned
Unit Development-Conditional Use Permit, Conditional Use Permit, and Site and
Building Plan review for Lot 1, Block 1 subject to the following conditions:
1.Approval of the preliminary plat shall not guarantee access to sanitary sewer
service. The City shall only allocate sanitary sewer capacity to approved final
plats with signed development contracts to assure the City of timely
development.
2.Lot 1, Block 1 shall be developed in accordance with the site and building plans
submitted to the City subject to the stipulations, limitations, and conditions as
approved by the City Council in accordance with Section 11-9-4 of the Zoning
Ordinance.
3.Landscaping:
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a.Existing trees within Lot 1, Block 1 to be preserved shall be in good health
and condition or be replaced with similar species, as determined by the
Zoning Administrator.
b.The height of proposed evergreen trees shown on the landscape plan shall
be six feet.
c.An irrigation system shall be installed as required by Section 5-3-2.C.2 of
the City Code.
4.The preliminary plat shall be subject to review and approval of Wright County.
5.The preliminary plat shall be modified to include the existing trail along 90th
Street (CSAH 39) and Parrish Avenue (CSAH 42) within public right-of-way.
6.Additional right-of-way needs for 88th Street shall be subject to review and
approval of the City Engineer.
7.An ingress/egress and cross parking easement shall be recorded over Lots 1 and
2, Block 1, subject to review and approval of the Zoning Administrator.
8.The construction specifications for the off-street parking are shall be subject to
review and approval of the City Engineer.
9.The site plan shall be revised to provide for a pedestrian connection from Parrish
Avenue (CSAH 42) to the sidewalk along the north side of the building, subject to
review and approval of City staff.
10.An exterior lighting plan including photometric measurements of light intensity
and indicating the type, location, and height of all exterior light fixtures
compliant with Section 10-16-10 of the Zoning Ordinance shall be submitted
prior to approval of a building permit, subject to review and approval of the
Zoning Administrator.
11.The site plan shall be revised to provide the waste container enclosure a 30 foot
setback from lot lines abutting public rights of way.
12.Architectural details of waste container enclosure shall comply with the
requirements of Section 11-18-4.C of the Zoning Ordinance, subject to review
and approval of the Zoning Administrator.
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13.All signs shall comply with Section 11-37-5.C of the Zoning Ordinance and require
issuance of a sign permit approved by the Zoning Administrator prior to
installation.
14. All grading, drainage, and erosion control plans shall be subject to review and
approval of the City Engineer.
15.The developer shall pay a Stormwater Impact Fee for Lot 1, Block 1 in accordance
with the current fee schedule in effect at the time of final plat approval.
16.All utility plans shall be subject to review and approval of the City Engineer.
17.The developer shall pay Utility Availability Charges for Lot 1, Block 1 in
accordance with the City Code and the current fee schedule in effect at the time
of final plat approval.
18.All drainage and utility easements shall be subject to review and approval of the
City Engineer.
19.The developer shall pay a cash fee in lieu of land to satisfy park dedication
requirements for Lot 1, Block 1 in accordance with the Subdivision Ordinance
and the current fee schedule in effect at the time of final plat approval.
20.The developer shall execute a Development Contract/Site Improvement
Performance Agreement, as applicable, subject to review by the City Attorney
and approval of the City Council.
B.Motion to recommend the application be denied based on a finding that the request is
inconsistent with the Comprehensive Plan and intent 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
Wright County, MN
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JAVA PROPERTIESSTARBUCKSOTSEGO, MNINDEX OF SHEETS:C001 COVER SHEETC101 EXISTING CONDITIONS & REMOVALSC201 CIVIL SITE PLAN C301 GRADING PLANC401 UTILITY PLANC501 EROSION CONTROL PLANC601 CIVIL DETAILSC602 CIVIL DETAILSC603 EROSION CONTROL DETAILSC604 CIVIL SPECIFICATIONSC605 CIVIL SPECIFICATIONSC606 CIVIL SPECIFICATIONSGENERAL NOTES:1. TOPOGRAPHIC SURVEY, INCLUDING PROPERTY LINES, LEGAL DESCRIPTION, EXISTING UTILITIES,TOPOGRAPHY WITH SPOT ELEVATIONS AND PHYSICAL FEATURES WAS PROVIDED BY:DESIGN TREE ENGINEERING & LAND SURVEYING120 17TH AVENUE WESTALEXANDRIA, MN 563082. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO AVOID PROPERTY DAMAGE TOADJACENT PROPERTIES DURING THE CONSTRUCTION OF THIS PROJECTOWNERJAVA PROPERTIESMARK KROGH879 SCHEFFER AVEST. PAUL, MN 55102CIVIL ENGINEERDESIGN TREE ENGINEERING & LAND SURVEYINGMICHAEL J. GERBER3339 W. ST. GERMAINSUITE 250ST. CLOUD, MN 56301TEL: (320) 227-0203EMAIL: MJG@dte-ls.comMN-10
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COUNTY RD 39 NEPARRISH AVE NE (CSAH 42)PROPERTYLOCATIONPROJECT CONTACTSTHIS DRAWING AND THE INFORMATION THEREIN ISTHE PROPERTY OF DESIGN TREE ENGINEERING INC.USE BY THE HOLDER OR DISCLOSURE TO OTHERSWITHOUT THE PERMISSION OF DESIGN TREEENGINEERING INC. IS PROHIBITED. IT CONTAINSPROPRIETARY AND CONFIDENTIAL INFORMATION OFDESIGN TREE ENGINEERING INC. REPRODUCTION OFTHE MATERIAL HEREIN WITHOUT WRITTENERMISSION OF DESIGN TREE ENGINEERING INC.VIOLATES THE COPYRIGHT LAWS OF THE UNITEDSTATES AND WILL SUBJECT THE VIOLATORS TOLEGAL PROSECUTION.COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERINGI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.DRAWING NO.DRAWN BY:CHECKED BY:PROJECT NO.:NO.DATE DESCRIPTIONDATE:LICENSE #:PRINTED NAME:F:\DESIGN TREE ENGINEERING\PROJECTS\109 - JAVA PROPERTIES\10922014 - STARBUCKS - OTSEGO, MN\CONSTRUCTS\CIVIL\10922014-C-DETAILS.DWG #### 1/31/2023MICHAEL J. GERBER5665310922014STARBUCKSOTSEGO, MN01/31/2023MJGJEA101/31/2023 SITE PLAN REVIEWBENCHMARK INFORMATION:BENCHMARK #1: TOP NUT OF HYDRANT LOCATED AT SOUTHWEST PROPERTY CORNER.ELEV=872.79COVER SHEETC001
UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUl l l l l l l l l l l l l l l l l l l l l l l l l l l l l
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UUNOTES:1.EXISTING CONDITIONS & TOPOGRAPHIC INFORMATION PROVIDED BY:DESIGN TREE ENGINEERING & LAND SURVEYING120 17TH AVENUE WALEXANDRIA, MN 563082. CONTRACTOR SHALL FIELD VERIFY ALL BUILDING DIMENSIONS AND REMOVALLIMITS PRIOR TO ANY CONSTRUCTION.3. SAWCUT CURB AND GUTTER AND SIDEWALK, OR REMOVE AT NEARESTEXPANSION JOINTS.4. SAWCUT BITUMINOUS PAVEMENT FULL DEPTH AT ALL TIE-IN LOCATIONS.5. CONTRACTOR SHALL PLACE ALL NECESSARY EROSION CONTROL MEASURESREQUIRED TO MAINTAIN SITE STABILITY PRIOR TO EXECUTING ANY SITEREMOVALS.6. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITYPROVIDERS FOR REMOVAL AND/OR RELOCATION OF EXISTING UTILITIESAFFECTED BY SITE DEVELOPMENT. ALL PERMITS, APPLICATIONS, AND FEES ARETHE RESPONSIBILITY OF THE CONTRACTOR.7. ALL EXCESS OR WASTE MATERIAL GENERATED AS PART OF CONSTRUCTIONSHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITHSTATE AND LOCAL REQUIREMENTS.8. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURINGCONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTYDAMAGE TO ADJACENT PROPERTIES.9. THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWN HEREINARE APPROXIMATE. THEY HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND/OR RECORDS. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYINGLOCATION AND ELEVATION TO ENSURE THAT ANY EXISTING UTILITIES (SHOWNOR NOT SHOWN) ARE NOT DAMAGED DURING CONSTRUCTION.10. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES.1-800-252-1166. CONTRACTOR SHALL HIRE A PRIVATE UTILITY LOCATOR TOASSIST WITH PRIVATE UTILITY LOCATES.REMOVALS LEGEND= CURB REMOVAL= BITUMINOUS PAVEMENT REMOVAL= CONCRETE REMOVAL= REMOVE TREE12SAWCUT EXISTING BITUMINOUS PAVEMENTSAWCUT EXISTING CURB & GUTTER OR REMOVE AT NEAREST EXPANSION JOINTREMOVE EXISTING BITUMINOUS PAVEMENT AS NEEDED FOR UTILITY CONNECTIONREMOVE EXISTING CURB & GUTTERRELOCATE EXISTING LIGHT POLE, COORDINATE NEW LOCATION WITH POLE OWNER34KEY NOTES:THIS DRAWING AND THE INFORMATION THEREIN ISTHE PROPERTY OF DESIGN TREE ENGINEERING INC.USE BY THE HOLDER OR DISCLOSURE TO OTHERSWITHOUT THE PERMISSION OF DESIGN TREEENGINEERING INC. IS PROHIBITED. IT CONTAINSPROPRIETARY AND CONFIDENTIAL INFORMATION OFDESIGN TREE ENGINEERING INC. REPRODUCTION OFTHE MATERIAL HEREIN WITHOUT WRITTENERMISSION OF DESIGN TREE ENGINEERING INC.VIOLATES THE COPYRIGHT LAWS OF THE UNITEDSTATES AND WILL SUBJECT THE VIOLATORS TOLEGAL PROSECUTION.COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERINGI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.DRAWING NO.DRAWN BY:CHECKED BY:PROJECT NO.:NO.DATE DESCRIPTIONDATE:LICENSE #:PRINTED NAME:MICHAEL J. GERBER5665310922014STARBUCKSOTSEGO, MN01/31/2023MJGJEA1 01/31/2023 SITE PLAN REVIEW0'20' 40'PARRISH AVENUE NE (CSAH 42)EXISTINGCONDITIONS &REMOVALSC101NE 88TH STREET21211223344BENCHMARK INFORMATION:BENCHMARK #1: TOP NUT OF HYDRANT LOCATED AT SOUTHWEST PROPERTYCORNER. ELEV=872.79LEGENDHYDRANTSANITARY MANHOLELIGHT POLECATCH BASINSIGNDECIDUOUS TREECONIFEROUS TREESHRUBUTILITY PEDESTALCOMMUNICATIONS PEDESTALPOWER TRANSFORMERUNKNOWN CLEANOUTSTORM SEWER LINESANITARY SEWER LINEWATERMAINUNDERGROUND ELECTRICCONCRETE PAVEMENTBITUMINOUS PAVEMENTLANDSCAPINGBUILDINGUGEl555
PARKING INFORMATIONPARKING STALLS20 STALLSDRIVE THRU STALLS 14 STALLSACCESSIBLE STALLS 1 STALLSTOTAL STALLS 35 STALLSPROPERTY INFORMATIONPROPOSED PROPERTY AREA 0.762 ACDISTURBED AREA 0.75 ±ACINCREASE IMPERVIOUS AREA 18,299 SF (0.42 AC)PROPOSED SITE LEGENDLIGHT DUTY BITUMINOUS PAVEMENTHEAVY DUTY BITUMINOUS PAVEMENTCONCRETECURB AND GUTTERTIPPED CURB AND GUTTERTRAFFIC CONTROL SIGNAGEPAINTED DIRECTIONAL ARROWPAINTED ACCESSIBLE PARKING SYMBOL0'20' 40'NOTES:1. ALL DIMENSIONS SHOWN ARE TO FLOW LINE, CENTERLINE OF FENCE,EDGE OF PAVEMENT, OR EXTERIOR FACE OF BUILDING, UNLESSOTHERWISE NOTED.2. CONTRACTOR SHALL VERIFY ALL PLAN AND DETAIL DIMENSIONS PRIORTO CONSTRUCTION.3. ALL CROSSWALK STRIPING SHALL BE WHITE IN COLOR.4. ALL INTERIOR PARKING STALL STRIPING SHALL BE 4" AND YELLOW INCOLOR.5. ACCESSIBLE PARKING STALL STRIPING, ACCESS AISLE, SYMBOL, ANDSIGNAGE SHALL BE IN ACCORDANCE WITH LOCAL AUTHORITYREQUIREMENTS.6. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIESDURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TOAVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES.7. ALL SITE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THERECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER.8. CONTRACTOR SHALL PROVIDE A TEMPORARY PEDESTRIAN ACCESS ROUTEPLAN FOR ANY WORK PERFORMED WITHIN THE PUBLIC RIGHT-OF-WAY.9. CONTRACTOR SHALL PROVIDE A TEMPORARY TRAFFIC CONTROL PLANFOR ANY WORK PERFORMED WITHIN THE PUBLIC RIGHT-OF-WAY.10. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIEDUTILITIES. 1-800-252-1166. CONTRACTOR SHALL HIRE A PRIVATEUTILITY LOCATOR TO ASSIST WITH PRIVATE UTILITY LOCATES.THIS DRAWING AND THE INFORMATION THEREIN ISTHE PROPERTY OF DESIGN TREE ENGINEERING INC.USE BY THE HOLDER OR DISCLOSURE TO OTHERSWITHOUT THE PERMISSION OF DESIGN TREEENGINEERING INC. IS PROHIBITED. IT CONTAINSPROPRIETARY AND CONFIDENTIAL INFORMATION OFDESIGN TREE ENGINEERING INC. REPRODUCTION OFTHE MATERIAL HEREIN WITHOUT WRITTENERMISSION OF DESIGN TREE ENGINEERING INC.VIOLATES THE COPYRIGHT LAWS OF THE UNITEDSTATES AND WILL SUBJECT THE VIOLATORS TOLEGAL PROSECUTION.COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERINGI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.DRAWING NO.DRAWN BY:CHECKED BY:PROJECT NO.:NO.DATE DESCRIPTIONDATE:LICENSE #:PRINTED NAME:MICHAEL J. GERBER5665310922014STARBUCKSOTSEGO, MN01/31/2023MJGJEA1 01/31/2023 SITE PLAN REVIEWCIVIL SITE PLANC201PARRISH AVENUE NE (CSAH 42)PROPOSED BUILDINGNE 88TH STREET15.00PARKINGSETBACK30.00PARKINGSETBACK15.00
PARKING
SETBACK
30.00
BUILDING
SETBACK
10.8210.306859.00(TYP)18.00(TYP)18.00(TYP)9.00(TYP)24.0012.0022.6912.009.00
(TYP)20.092.602.6015.3015.0015.008.008.0021.006.678.7518.8420.137.838.1710.558.67R10.00R10.00R10.00R5.00R5.00R15.00R3.24R50.00R18.00R30.00R3.67R7.00R18.00R30.00R5.00R18.00R30.00R30.00R18.00R2.0012B612 CURB AND GUTTERCONCRETE PATIO AREAADA PEDESTRIAN RAMP (SEE DETAILS)PARKING STRIPINGCLEARANCE ARM, PREVIEW BOARD, SPEAKER BOX, MENU BOARD(SEE ARCHITECTURAL)CONCRETE PATIO WALL (SEE ARCHITECTURAL)ACCESSIBLE PARKING SIGN POST"NO PARKING" SIGN AND POSTTRASH ENCLOSURE (SEE ARCHITECTURAL)PAINTED PAVEMENT MESSAGE AND DIRECTIONAL ARROWSCROSSWALK STRIPINGELECTRICAL TRANSFORMER (SEE ELECTRICAL)BIKE RACK (SEE ARCHITECTURAL)RELOCATE LIGHT POLE, COORDINATE NEW LOCATION WITHLIGHT POLE OWNER345KEY NOTES:678910111211111344455567891010101011121313R12.00
PROPOSED PROPERTY LINEPROPOSE
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870870869870870869869 86886987087069.3070.4369.4070.1468.8069.1068.7170.7970.3370.1869.9570.0270.2070.6069.6470.5069.8969.8569.6069.5970.2169.5869.7570.4370.5169.8369.9369.7469.6170.2170.4269.0369.8570.0968.4969.1469.5369.0068.6670.1869.8269.8269.4470.2770.0270.3070.2170.2970.3370.0869.9370.0370.5070.1270.1869.2469.4570.1469.2769.7969.1469.0868.8270.3370.5070.3270.7969.4470.5970.5970.5470.4669.3568.35GRADING LEGEND= EXISTING MAJOR CONTOUR= EXISTING MINOR CONTOUR= EXISTING CONTOUR LABEL= PROPOSED MAJOR CONTOUR= PROPOSED MINOR CONTOUR= PROPOSED CONTOUR LABEL= EXISTING SPOT ELEVATION*= PROPOSED SPOT ELEVATION*= PROPOSED SURFACE FLOW DIRECTION*SPOT ELEVATIONS ALONG CURB & GUTTER AND OTHERREVEALS ARE TO FLOWLINE, UNLESS OTHERWISE NOTED.100NOTES:1. THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWNHEREIN ARE APPROXIMATE. THEY HAVE BEEN PLOTTED FROM AVAILABLESURVEYS AND/ OR RECORDS. THE CONTRACTOR IS RESPONSIBLE FORFIELD VERIFYING LOCATION AND ELEVATION TO ENSURE THAT ANYEXISTING UTILITIES (SHOWN OR NOT SHOWN) ARE NOT DAMAGED DURINGCONSTRUCTION.2. SIDEWALKS SHALL MEET ADA REQUIREMENTS, AND SHALL NOT EXCEED2.00% CROSS SLOPE, OR 5.00% LONGITUDINAL SLOPE.3. CONCRETE ENTRANCES AND APPROACHES SHALL NOT EXCEED 2.00%CROSS SLOPE IN SIDEWALK AREAS.4. ACCESSIBLE PARKING STALLS SHALL MEET ADA REQUIREMENTS, ANDSHALL NOT EXCEED 2.00% CROSS SLOPE IN ALL DIRECTIONS.5. PEDESTRIAN RAMPS SHALL MEET ADA REQUIREMENTS.6. ALL EXCESS OR WASTE MATERIAL GENERATED AS PART OF CONSTRUCTIONSHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCEWITH STATE AND LOCAL REQUIREMENTS.7. ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITIONOF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION ANDBACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERSASSOCIATION OF MINNESOTA.8. ALL SITE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THERECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER.9. INFILTRATION AREAS SHALL NOT BE EXCAVATED TO FINAL GRADE UNTILTHE CONTRIBUTING DRAINAGE AREA HAS BEEN CONSTRUCTED ANDSTABILIZED. ONLY LOW IMPACT TRACK EQUIPMENT SHALL BE USEDWITHIN INFILTRATION AREAS.10. SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS &GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSED CONTOURSARE TO FINISHED SURFACE GRADE.11. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIEDUTILITIES. 1-800-252-1166. CONTRACTOR SHALL HIRE A PRIVATE UTILITYLOCATOR TO ASSIST WITH PRIVATE UTILITY LOCATES.XX.XX12MATCH INTO EXISTING BITUMINOUS PAVEMENTMATCH INTO EXISTING CURB & GUTTERGRADE BREAKADA PEDESTRIAN RAMP (SEE DETAILS)34KEY NOTES:THIS DRAWING AND THE INFORMATION THEREIN ISTHE PROPERTY OF DESIGN TREE ENGINEERING INC.USE BY THE HOLDER OR DISCLOSURE TO OTHERSWITHOUT THE PERMISSION OF DESIGN TREEENGINEERING INC. IS PROHIBITED. IT CONTAINSPROPRIETARY AND CONFIDENTIAL INFORMATION OFDESIGN TREE ENGINEERING INC. REPRODUCTION OFTHE MATERIAL HEREIN WITHOUT WRITTENERMISSION OF DESIGN TREE ENGINEERING INC.VIOLATES THE COPYRIGHT LAWS OF THE UNITEDSTATES AND WILL SUBJECT THE VIOLATORS TOLEGAL PROSECUTION.COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERINGI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.DRAWING NO.DRAWN BY:CHECKED BY:PROJECT NO.:NO.DATE DESCRIPTIONDATE:LICENSE #:PRINTED NAME:MICHAEL J. GERBER5665310922014STARBUCKSOTSEGO, MN01/31/2023MJGJEA1 01/31/2023 SITE PLAN REVIEW0'20' 40'PARRISH AVENUE NE (CSAH 42)PROPOSED BUILDINGFFE=871.00GRADING PLANC301NE 88TH STREETBENCHMARK INFORMATION:BENCHMARK #1: TOP NUT OF HYDRANT LOCATED AT SOUTHWEST PROPERTYCORNER. ELEV=872.791111122223333BENCHMARK(TOP NUT HYDRANT)ELEV:872.79
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UUl= EXISTING HYDRANT= EXISTING CURB STOP= EXISTING GATE VALVE= EXISTING SANITARY MANHOLE= EXISTING CLEANOUT= EXISTING STORM MANHOLE= EXISTING CATCH BASIN= EXISTING CULVERT APRON= EXISTING WATER LINE= EXISTING SANITARY LINE= EXISTING STORM LINE= PROPOSED HYDRANT= PROPOSED CURB STOP= PROPOSED GATE VALVE= PROPOSED SANITARY MANHOLE= PROPOSED CLEANOUT= PROPOSED STORM MANHOLE= PROPOSED CATCH BASIN= PROPOSED CULVERT APRON= PROPOSED WATER LINE= PROPOSED SANITARY LINE= PROPOSED STORM LINEDlUTILITY LEGENDl>NOTES:1. THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWN HEREIN AREAPPROXIMATE. THEY HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND/ ORRECORDS. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING LOCATION ANDELEVATION TO ENSURE THAT ANY EXISTING UTILITIES (SHOWN OR NOT SHOWN)ARE NOT DAMAGED DURING CONSTRUCTION.2. CONTRACTOR SHALL VERIFY AND COORDINATE BUILDING UTILITY CONNECTIONSIZES, LOCATIONS, AND ELEVATIONS WITH PLUMBING, MECHANICAL, ANDELECTRICAL CONTRACTORS.3. ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF"STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION AND BACKFILL/SURFACERESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA.4. ALL WATER PIPING SHALL BE BURIED A MINIMUM OF 8'.5. SEE WATER DETAILS FOR ADDITIONAL INFORMATION.6. A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER LINECROSSINGS WITH SANITARY SEWER OR STORM SEWER. THE WATER LINE SHALL NOTHAVE JOINTS OR CONNECTIONS WITHIN 10 FEET OF THE CROSSING. INSULATECROSSINGS WITH STORM SEWER.7. SANITARY SEWER CLEANOUTS SHALL BE PROVIDED WITHIN 5' OF THE BUILDING FORUNIT'S CONNECTION.8. SANITARY SEWER CLEANOUT SPACING SHALL NOT EXCEED 90'.9. SANITARY SEWER SERVICES SHALL HAVE A MINIMUM OF 2.00% GRADE.10. SEE SANITARY SEWER DETAILS FOR ADDITIONAL INFORMATION.11. ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE (TRACER) WIRE PERMINNESOTA RULES, PART 7560.015012. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THEMINNESOTA STATE PLUMBING CODE.13. ALL PIPING SHALL BE TESTED IN ACCORDANCE WITH THE MINNESOTA STATEPLUMBING CODE.14. CONTRACTOR SHALL COORDINATE UTILITY INSPECTIONS WITH LOCAL AUTHORITIESHAVING JURISDICTION.15. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES.1-800-252-1166. CONTRACTOR SHALL HIRE A PRIVATE UTILITY LOCATOR TO ASSISTWITH PRIVATE UTILITY LOCATES.THIS DRAWING AND THE INFORMATION THEREIN ISTHE PROPERTY OF DESIGN TREE ENGINEERING INC.USE BY THE HOLDER OR DISCLOSURE TO OTHERSWITHOUT THE PERMISSION OF DESIGN TREEENGINEERING INC. IS PROHIBITED. IT CONTAINSPROPRIETARY AND CONFIDENTIAL INFORMATION OFDESIGN TREE ENGINEERING INC. REPRODUCTION OFTHE MATERIAL HEREIN WITHOUT WRITTENERMISSION OF DESIGN TREE ENGINEERING INC.VIOLATES THE COPYRIGHT LAWS OF THE UNITEDSTATES AND WILL SUBJECT THE VIOLATORS TOLEGAL PROSECUTION.COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERINGI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.DRAWING NO.DRAWN BY:CHECKED BY:PROJECT NO.:NO.DATE DESCRIPTIONDATE:LICENSE #:PRINTED NAME:MICHAEL J. GERBER5665310922014STARBUCKSOTSEGO, MN01/31/2023MJGJEA1 01/31/2023 SITE PLAN REVIEW0'20' 40'PARRISH AVENUE NE (CSAH 42)UTILITY PLANC401NE 88TH STREET6" CLEANOUTRIM:870.45INV:865.266" CLEANOUTRIM:870.45INV:864.971.5" WET TAP1.5" CURB STOP30 LF - 1.5" PE WATERSERVICE @ 8' MIN. BURYSTORM MANHOLE-1 (72"Ø)W/ NEENAH 3067 OR EQUIVALENT DL OR DR GRATERIM:866.92INV N:863.08EX INV E,W:859.12 (FIELD VERIFY)STORM MANHOLE-2 (60"Ø)(OUTLET STRUCTURE)RIM:868.80INV N:861.25INV S:863.70CATCH BASIN-3 (60"Ø)RIM:868.35INV N: 863.85INV S:861.25CATCH BASIN-2 (48"Ø)RIM:868.66INV:863.94CATCH BASIN-2 (60"Ø)RIM:869.40INV:864.68CONNECT TO EXISTINGSANITARY SEWER(EX. INV:843.84)(FIELD VERIFY DEPTHAND LOCATION)4" CLEANOUTS WITHIN5' OF BUILDINGRIM: 870.50INV:862.50PROPOSED BUILDINGFFE=871.00BENCHMARK INFORMATION:BENCHMARK #1: TOP NUT OF HYDRANT LOCATED AT SOUTHWEST PROPERTYCORNER. ELEV=872.7960 TOTAL LF - 4" PVC SANITARYSEWER SERVICE @ 2.00% MIN.BENCHMARK(TOP NUT HYDRANT)ELEV:872.7931 LF - 12" RCP @ 2.00%124 LF - 36" PERFORATED HDPE @ 0.00%IN STONE BEDDING (SEE TABLE) (SEEDETAIL)18 LF - 12" HDPE @ 0.50%148 LF - 12" HDPE @ 0.50%114 LF - 6" SCH 40PVC @ 0.50%ROOF DRAINCONNECTIONROOF DRAINCONNECTIONGREASE INTERCEPTORW/ 4" CLEANOUTS(SEE PLUMBING)4"x4" WYE36" PERFORATED PE STORM SEWER INFORMATIONBOTTOM STONE EL: 860.5036" HDPE INV EL: 861.25TOP STONE EL: 865.00STONE POROSITY: 0.40BOTTOM STONE THICKNESS: 6 IN.TOP STONE THICKNESS: 6 IN.SIDE STONE THICKNESS: 18 IN.PROPOSED IMPERVIOUS AREA:18,298.5 SFVOLUME RETENTION REQUIRED (1.1" x 18,298.5 SF ) 1,677 CFOUTLET INVERT ELEV: 863.70VOLUME RETENTION PROVIDED (BELOW OUTLET): 1,694 CFDESIGN INFILTRATION RATE:0.8 IN/HRDRAWDOWN TIME: 48 HRS
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======================NOTES:1.ALL DISTURBED AREAS SHALL BE FINAL GRADED AND PERMANENTLY STABILIZEDWITH THE SEED MIX IDENTIFIED ON PLANS.2. THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES,MNDOT, AND CITY.3. INLET PROTECTION SHALL BE PROVIDED ON ALL CATCH BASINS AND INLETS DOWNGRADIENT OF CONSTRUCTION ACTIVITY.4. PROVIDE SILT FENCE PERIMETER CONTROL DOWN GRADIENT OF ALL CONSTRUCTIONACTIVITY AND TEMPORARY STOCKPILES.5. TEMPORARY STABILIZED CONSTRUCTION EXITS SHALL BE INSTALLED ANDMAINTAINED THROUGHOUT THE DURATION OF CONSTRUCTION.6. NO OFFSITE VEHICLE TRACKING IS PERMITTED. STREETS SHALL BE CLEANED ANDSWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFTIDLE FOR WEEKENDS AND HOLIDAYS.7. REFER TO THE CITY OF OTSEGO EROSION CONTROL REQUIREMENTS FOR FURTHEREROSION CONTROL SEQUENCING.8. INFILTRATION AREAS SHALL NOT BE EXCAVATED TO FINAL GRADE UNTIL THECONTRIBUTING DRAINAGE AREA HAS BEEN CONSTRUCTED AND STABILIZED. ONLYLOW IMPACT TRACK EQUIPMENT SHALL BE USED WITHIN INFILTRATION AREAS.9. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES.1-800-252-1166. CONTRACTOR SHALL HIRE A PRIVATE UTILITY LOCATOR TO ASSISTWITH PRIVATE UTILITY LOCATES. EROSION CONTROL QUANTITIES:STABILIZED CONSTRUCTION EXIT (1 EA)SILT FENCE (716 LF)MNDOT SEED MIX 25-151 (HYDROSEED) (0.35 AC)INLET PROTECTION (4 EA)NOTE: QUANTITIES SHOWN ARE FOR SWPPP PLAN, AND ARE NOT FOR BIDDINGPURPOSES.=THIS DRAWING AND THE INFORMATION THEREIN ISTHE PROPERTY OF DESIGN TREE ENGINEERING INC.USE BY THE HOLDER OR DISCLOSURE TO OTHERSWITHOUT THE PERMISSION OF DESIGN TREEENGINEERING INC. IS PROHIBITED. IT CONTAINSPROPRIETARY AND CONFIDENTIAL INFORMATION OFDESIGN TREE ENGINEERING INC. REPRODUCTION OFTHE MATERIAL HEREIN WITHOUT WRITTENERMISSION OF DESIGN TREE ENGINEERING INC.VIOLATES THE COPYRIGHT LAWS OF THE UNITEDSTATES AND WILL SUBJECT THE VIOLATORS TOLEGAL PROSECUTION.COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERINGI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.DRAWING NO.DRAWN BY:CHECKED BY:PROJECT NO.:NO.DATE DESCRIPTIONDATE:LICENSE #:PRINTED NAME:MICHAEL J. GERBER5665310922014STARBUCKSOTSEGO, MN01/31/2023MJGJEA1 01/31/2023 SITE PLAN REVIEW0'20' 40'PARRISH AVENUE NE (CSAH 42)PROPOSED BUILDINGEROSIONCONTROL PLANC501NE 88TH STREETSTABILIZED CONSTRUCTION EXITINLET PROTECTIONINLET PROTECTIONSILT FENCESILT FENCESILT FENCESILT FENCESILT FENCEINLET PROTECTION
MAXIMUM SPACING 90'4"(B)211. 0-12" DEPTH TRENCHSLOPE DEPENDS ON SOIL TYPE.2. 12-20' DEPTH TRENCHSLOPE DEPENDS ON SOIL TYPE.3. 0-20' DEPTH TRENCHSUPPORT OR SHIELD SYSTEM CAN BE UTILIZED TO REDUCETRENCH WIDTH.4. 20' OR GREATER DEPTH TRENCHEXCAVATION MUST BE DESIGNED BY A LICENSED PROFESSIONALENGINEER. CONTRACTOR SHALL HAVE THE DESIGN COMPLETEDAT HIS EXPENSE AND PROVIDE A COPY TO THE OWNER AND THEPROJECT ENGINEER.(A) MINIMUM TRENCH WIDTH SHALL ALLOW FOR SIX INCHES OFCLEARANCE ON EACH SIDE OF PIPE JOINT HUB.(B) THE TRENCH MAY BE OVEREXCAVATED A MIN. OF 6" &BACKFILLED WITH COMPACTED GRANULAR MATERIALS WHENROCK, INCOMPRESSIBLE MATERIALS, ORUNSTABLE SOILS ARE ENCOUNTERED.(C) COMPACTED GRANULAR ENCASEMENT MATERIAL SHALL COVERTHE TOP OF PIPE BY AT LEAST 12" AND EXTEND THE FULL WIDTH OFTHE TRENCH OR AT LEAST 2 1/2" TIMES THE PIPE DIAMETER ONEACH SIDE OF THE PIPE.(D) BEDDING AND HAUNCHING MATERIAL SHALL BE PLACED ANDCOMPACTED TO PROVIDE FULL SUPPORT FOR THE LENGTH OFTHE PIPE.NOTES:1. THIS DETAIL APPLIES TO SANITARY SEWER, STORM SEWER,WATERMAIN, AND ALL SERVICE PIPES.PIPE WIDTH(A)COMPACTED GRANULARENCASEMENT MATERIALGRANULAR BEDDING MATERIAL12"(C)3.5' MAX.1/2 PIPE DIA.(D)PIPECASTING REQUIRED ON CLEANOUT INPAVEMENT OR UNDEVELOPED AREA. CASTINGSHALL BE NEENAH R-1970 SERIES PER TABLEBELOW, OR ACCEPTED EQUAL.PVC THREADED PLUG3" BELOW CASTINGRISERLONG SWEEP BENDCOMBINATION WYESIGN PANELS AS SPECIFIED OR AS SHOWNON THE PLANS OR SIGN LEGENDSTREET SIGNS1. SHALL BE V.I.P. (VISUAL IMPACT PERFORMANCE)REFLECTIVE SHEETING PER MNDOT 3352.2A.2.2. ATTACH TO SIGN POST WITH 38" DRIVE RIVET AND NYLONWASHER3. INSTALL SO BOTTOM OF SIGN PANEL IS 7' FROM FINISHGRADESIGN POSTS1. 1-3/4" SQUARE2. 14 GAUGE WITH PUNCHED HOLES.3. MINIMUM 8 FEET, MAXIMUM 12 FEET LONG. (LENGTHREQUIRED TO BE DETERMINED BY THE SIZE OF THE SIGNPANEL).4. ATTACHED TO ANCHOR SYSTEM WITH 5/16" BY 2-1/2"GALVANIZED BOLT WITH WASHER AND NUT.5. SIGN POSTS TO BE LOCATED WITHIN CONCRETE ASDIRECTED BY ENGINEER.ANCHOR SYSTEM IF IN CONCRETE1. 2" SQUARE2. 12 GAUGE.3. 3 FEET LONG.4. ANCHOR SLEEVEa. 2-1/4" SQUARE.b. 12 GAUGE.c. 18 INCHES LONG.5. ANCHOR POST AND ANCHOR SLEEVE TO BE INSTALLEDPRIOR TO PLACING CONCRETE MEDIAN WITH TWO BOLTHOLES COMPLETELY EXPOSED AND ACCESSIBLE ABOVEMEDIAN GRADE.NOTES:1. ALL POSTS, HARDWARE, AND ANCHOR SYSTEMS SHALL BE TELESPAR SQUARE TUBESYSTEMS AS DISTRIBUTED BY UNISTRUT CORPORATION, OR EQUAL.2. ACCESSIBLE PARKING SIGNAGE SHALL BE PROVIDED AND INSTALLED INCOMPLIANCE WITH THE MN ACCESSIBILITY CODE.END OF LINECLEANOUTIN LINECLEANOUTTYPICAL PIPE BEDDING DETAILSEWER CLEANOUT CASTING DETAILNOTES:1 FOUNDATION MATERIAL - NATURAL OR CRUSHED 1 1/2" ROCK ON ALLWYES AND SERVICE RISER CLEANOUTS.2 IN WET OR UNSUITABLE MATERIAL, BED ENTIRE SERVICE IN 1-1/2"NATURAL OR CRUSHED ROCK.1FOUNDATIONMATERIAL(SEE NOTES)TYPICAL SIGN INSTALLATION DETAILCO ØCASTING #4"R-19706" R-1973-A8" R-1976CONCRETE OR EXISTING GROUNDNON-WOVEN GEOTEXTILEFABRIC AROUND ROCKENCASEMENT36" PERFORATED HDPESTORM SEWER1" - 2" UNIFORMLY GRADEDCRUSHED ROCK (WASHED)6"6"18"18"ROCK ENCASED PERFORATED PIPE DETAILTHIS DRAWING AND THE INFORMATION THEREIN ISTHE PROPERTY OF DESIGN TREE ENGINEERING INC.USE BY THE HOLDER OR DISCLOSURE TO OTHERSWITHOUT THE PERMISSION OF DESIGN TREEENGINEERING INC. IS PROHIBITED. IT CONTAINSPROPRIETARY AND CONFIDENTIAL INFORMATION OFDESIGN TREE ENGINEERING INC. REPRODUCTION OFTHE MATERIAL HEREIN WITHOUT WRITTENERMISSION OF DESIGN TREE ENGINEERING INC.VIOLATES THE COPYRIGHT LAWS OF THE UNITEDSTATES AND WILL SUBJECT THE VIOLATORS TOLEGAL PROSECUTION.COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERINGI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.DRAWING NO.DRAWN BY:CHECKED BY:PROJECT NO.:NO.DATE DESCRIPTIONDATE:LICENSE #:PRINTED NAME:F:\DESIGN TREE ENGINEERING\PROJECTS\109 - JAVA PROPERTIES\10922014 - STARBUCKS - OTSEGO, MN\CONSTRUCTS\CIVIL\10922014-C-DETAILS.DWG #### 1/31/2023MICHAEL J. GERBER5665310922014STARBUCKSOTSEGO, MN01/31/2023MJGJEA101/31/2023 SITE PLAN REVIEWCIVIL DETAILSC601
VARIESVARIABLEWIDTH2% MAX.CROSS SLOPE1/2" EXPANSION JOINTS ATADJACENT WALK OR STRUCTUREMN/DOT 3702CONCRETE SIDEWALKMN/DOT SPEC. 2521,MIX NO. 3F52CONTRACTION JOINTS PERMN/DOT SPEC. 25211/2" EXPANSION JOINTCOMPACTED GRANULAR MATERIAL6"4"COMPACTED SUBGRADE-NOTIFY ENGINEER PRIOR TOPLACING AGGREGATE BASE IFORGANIC MATERIAL IS ENCOUNTEREDIN SUBGRADE6" CLASS 5 AGGREGATE BASE2" NON-WEARING COURSE(SPNWB330B)TACK COAT2" WEARING COURSE(SPWEB340B)CURB AND GUTTERMATCH EXISTING2" SPWEB340B WEAR COURSE OR MATCHTHICKNESS WHICHEVER IS GREATER2" SPNWB330B NON-WEAR COURSE ORMATCH THICKNESS WHICHEVER ISGREATER2357 TACK COAT BETWEEN LIFTSCOMPACTED CLASS 5 AGGREGATE BASE(MATCH EXISTING THICKNESS)MATCH ROAD SLOPESAW CUTEXISTING BITUMINOUSSURFACE6"13-1/2"13SLOPE" PER FT1/2" R6"3" R1/2" R7"8"VARIESSEE PLANLIGHT DUTY BITUMINOUS PAVEMENT SECTIONHEAVY DUTY BITUMINOUS PAVEMENT SECTIONTYPICAL SIDEWALK DETAILNOTES:1. ALL ORGANIC OR OTHER UNSUITABLE MATERIALSHALL BE REMOVED FROM BENEATH THEROADWAY.BITUMINOUS STREET REPAIR, CURB & GUTTER INSTALLATION DETAILTIPPED GUTTERCOMPACTED SUBGRADE-NOTIFY ENGINEER PRIOR TO PLACINGAGGREGATE BASE IF ORGANICMATERIAL IS ENCOUNTERED INSUBGRADE6" CLASS 5 AGGREGATE BASE2" NON-WEARING COURSE(SPNWB330B)TACK COAT1-1/2" WEARING COURSE(SPWEA340B)CLASS 5 AGGREGATE BASE6" 6"CONCRETECONCRETE PAVEMENT SECTIONCURB & GUTTER DETAILSNOTES:1. ALL ORGANIC OR OTHER UNSUITABLE MATERIALSHALL BE REMOVED FROM BENEATH THEROADWAY.B6 CURBTHIS DRAWING AND THE INFORMATION THEREIN ISTHE PROPERTY OF DESIGN TREE ENGINEERING INC.USE BY THE HOLDER OR DISCLOSURE TO OTHERSWITHOUT THE PERMISSION OF DESIGN TREEENGINEERING INC. IS PROHIBITED. IT CONTAINSPROPRIETARY AND CONFIDENTIAL INFORMATION OFDESIGN TREE ENGINEERING INC. REPRODUCTION OFTHE MATERIAL HEREIN WITHOUT WRITTENERMISSION OF DESIGN TREE ENGINEERING INC.VIOLATES THE COPYRIGHT LAWS OF THE UNITEDSTATES AND WILL SUBJECT THE VIOLATORS TOLEGAL PROSECUTION.COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERINGI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.DRAWING NO.DRAWN BY:CHECKED BY:PROJECT NO.:NO.DATE DESCRIPTIONDATE:LICENSE #:PRINTED NAME:F:\DESIGN TREE ENGINEERING\PROJECTS\109 - JAVA PROPERTIES\10922014 - STARBUCKS - OTSEGO, MN\CONSTRUCTS\CIVIL\10922014-C-DETAILS.DWG #### 1/31/2023MICHAEL J. GERBER5665310922014STARBUCKSOTSEGO, MN01/31/2023MJGJEA101/31/2023 SITE PLAN REVIEWCIVIL DETAILSC602
AAPLANSECTION A-AEXCAVATED WASHOUT STRUCTUREPLANSECTION B-BBBSTAPLE DETAILWASHOUT STRUCTURE WITH STRAW BALESNOTE:CAN BE TWO STACKED BALES OR PARTIALLY EXCAVATED TO REACH 3 FT DEPTHBBPLANSECTION B-BWASHOUT STRUCTURE WITH WOOD PLANKSCONSTRUCTION SPECIFICATIONS1. LOCATE WASHOUT STRUCTURE A MINIMUM OF 50 FEET AWAY FROM OPEN CHANNELS, STORM DRAIN INLETS, SENSITIVE AREAS,WETLANDS, BUFFERS AND WATER COURSES AND AWAY FROM CONSTRUCTION TRAFFIC.2. SIZE WASHOUT STRUCTURE FOR VOLUME NECESSARY TO CONTAIN WASH WATER AND SOLIDS AND MAINTAIN AT LEAST 4 INCHES OFFREEBOARD. TYPICAL DIMENSIONS ARE 10 FEET X 10 FEET X 3 FEET DEEP.3. PREPARE SOIL BASE FREE OF ROCKS OR OTHER DEBRIS THAT MAY CAUSE TEARS OR HOLES IN THE LINER. FOR LINER, USE 10 MIL ORTHICKER UV RESISTANT, IMPERMEABLE SHEETING, FREE OF HOLES AND TEARS OR OTHER DEFECTS THAT COMPROMISEIMPERMEABILITY OF THE MATERIAL.4. PROVIDE A SIGN FOR THE WASHOUT IN CLOSE PROXIMITY TO THE FACILITY.5. KEEP CONCRETE WASHOUT STRUCTURE WATER TIGHT. REPLACE IMPERMEABLE LINER IF DAMAGED (E.G., RIPPED OR PUNCTURED).EMPTY OR REPLACE WASHOUT STRUCTURE THAT IS 75 PERCENT FULL, AND DISPOSE OF ACCUMULATED MATERIAL PROPERLY. DONOT REUSE PLASTIC LINER. WET-VACUUM STORED LIQUIDS THAT HAVE NOT EVAPORATED AND DISPOSE OF IN AN APPROVEDMANNER. PRIOR TO FORECASTED RAINSTORMS, REMOVE LIQUIDS OR COVER STRUCTURE TO PREVENT OVERFLOWS. REMOVEHARDENED SOLIDS, WHOLE OR BROKEN UP, FOR DISPOSAL OR RECYCLING. MAINTAIN RUNOFF DIVERSION AROUND EXCAVATEDWASHOUT STRUCTURE UNTIL STRUCTURE IS REMOVED.WOOD FRAMEIMPERMEABLESHEETINGIMPERMEABLESHEETINGWOOD FRAME SECURELYFASTENED AROUNDENTIRE PERIMETER WITHTWO STAKESSTAKE(TYP.)STAKE(TYP.)IMPERMEABLESHEETINGSTRAW BALE(TYP.)STAPLES(2 PER BALE)BINDING WIRESTRAW BALE(TYP.)IMPERMEABLESHEETING1/8" DIA.STEEL WIREWOOD ORMETAL STAKES(2 PER BALE)SANDBAGIMPERMEABLE SHEETINGIMPERMEABLESHEETING1:1 OR FLATTERSIDE SLOPESANDBAGOR EQUIVALENT10' TYP.10' TYP.3' TYP.10' TYP.2"4"3' TYP.10' TYP.10' TYP.3' TYP.10' TYP.10' TYP.CONCRETE WASHOUT DETAILSTHIS DRAWING AND THE INFORMATION THEREIN ISTHE PROPERTY OF DESIGN TREE ENGINEERING INC.USE BY THE HOLDER OR DISCLOSURE TO OTHERSWITHOUT THE PERMISSION OF DESIGN TREEENGINEERING INC. IS PROHIBITED. IT CONTAINSPROPRIETARY AND CONFIDENTIAL INFORMATION OFDESIGN TREE ENGINEERING INC. REPRODUCTION OFTHE MATERIAL HEREIN WITHOUT WRITTENERMISSION OF DESIGN TREE ENGINEERING INC.VIOLATES THE COPYRIGHT LAWS OF THE UNITEDSTATES AND WILL SUBJECT THE VIOLATORS TOLEGAL PROSECUTION.COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERINGI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.DRAWING NO.DRAWN BY:CHECKED BY:PROJECT NO.:NO.DATE DESCRIPTIONDATE:LICENSE #:PRINTED NAME:F:\DESIGN TREE ENGINEERING\PROJECTS\109 - JAVA PROPERTIES\10922014 - STARBUCKS - OTSEGO, MN\CONSTRUCTS\CIVIL\10922014-C-DETAILS.DWG #### 1/31/2023MICHAEL J. GERBER5665310922014STARBUCKSOTSEGO, MN01/31/2023MJGJEA101/31/2023 SITE PLAN REVIEWEROSIONCONTROL DETAILSC603
THIS DRAWING AND THE INFORMATION THEREIN ISTHE PROPERTY OF DESIGN TREE ENGINEERING INC.USE BY THE HOLDER OR DISCLOSURE TO OTHERSWITHOUT THE PERMISSION OF DESIGN TREEENGINEERING INC. IS PROHIBITED. IT CONTAINSPROPRIETARY AND CONFIDENTIAL INFORMATION OFDESIGN TREE ENGINEERING INC. REPRODUCTION OFTHE MATERIAL HEREIN WITHOUT WRITTENERMISSION OF DESIGN TREE ENGINEERING INC.VIOLATES THE COPYRIGHT LAWS OF THE UNITEDSTATES AND WILL SUBJECT THE VIOLATORS TOLEGAL PROSECUTION.COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERINGI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.DRAWING NO.DRAWN BY:CHECKED BY:PROJECT NO.:NO.DATE DESCRIPTIONDATE:LICENSE #:PRINTED NAME:F:\DESIGN TREE ENGINEERING\PROJECTS\109 - JAVA PROPERTIES\10922014 - STARBUCKS - OTSEGO, MN\CONSTRUCTS\CIVIL\10922014-C-DETAILS.DWG #### 1/31/2023MICHAEL J. GERBER5665310922014STARBUCKSOTSEGO, MN01/31/2023MJGJEA101/31/2023 SITE PLAN REVIEWCIVILSPECIFICATIONSC604
THIS DRAWING AND THE INFORMATION THEREIN ISTHE PROPERTY OF DESIGN TREE ENGINEERING INC.USE BY THE HOLDER OR DISCLOSURE TO OTHERSWITHOUT THE PERMISSION OF DESIGN TREEENGINEERING INC. IS PROHIBITED. IT CONTAINSPROPRIETARY AND CONFIDENTIAL INFORMATION OFDESIGN TREE ENGINEERING INC. REPRODUCTION OFTHE MATERIAL HEREIN WITHOUT WRITTENERMISSION OF DESIGN TREE ENGINEERING INC.VIOLATES THE COPYRIGHT LAWS OF THE UNITEDSTATES AND WILL SUBJECT THE VIOLATORS TOLEGAL PROSECUTION.COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERINGI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.DRAWING NO.DRAWN BY:CHECKED BY:PROJECT NO.:NO.DATE DESCRIPTIONDATE:LICENSE #:PRINTED NAME:F:\DESIGN TREE ENGINEERING\PROJECTS\109 - JAVA PROPERTIES\10922014 - STARBUCKS - OTSEGO, MN\CONSTRUCTS\CIVIL\10922014-C-DETAILS.DWG #### 1/31/2023MICHAEL J. GERBER5665310922014STARBUCKSOTSEGO, MN01/31/2023MJGJEA101/31/2023 SITE PLAN REVIEWCIVILSPECIFICATIONSC605
THIS DRAWING AND THE INFORMATION THEREIN ISTHE PROPERTY OF DESIGN TREE ENGINEERING INC.USE BY THE HOLDER OR DISCLOSURE TO OTHERSWITHOUT THE PERMISSION OF DESIGN TREEENGINEERING INC. IS PROHIBITED. IT CONTAINSPROPRIETARY AND CONFIDENTIAL INFORMATION OFDESIGN TREE ENGINEERING INC. REPRODUCTION OFTHE MATERIAL HEREIN WITHOUT WRITTENERMISSION OF DESIGN TREE ENGINEERING INC.VIOLATES THE COPYRIGHT LAWS OF THE UNITEDSTATES AND WILL SUBJECT THE VIOLATORS TOLEGAL PROSECUTION.COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERINGI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.DRAWING NO.DRAWN BY:CHECKED BY:PROJECT NO.:NO.DATE DESCRIPTIONDATE:LICENSE #:PRINTED NAME:F:\DESIGN TREE ENGINEERING\PROJECTS\109 - JAVA PROPERTIES\10922014 - STARBUCKS - OTSEGO, MN\CONSTRUCTS\CIVIL\10922014-C-DETAILS.DWG #### 1/31/2023MICHAEL J. GERBER5665310922014STARBUCKSOTSEGO, MN01/31/2023MJGJEA101/31/2023 SITE PLAN REVIEWCIVILSPECIFICATIONSC606
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llllllllllllllllllllllllllllllllllll3" ROCK MULCH& EDGING3" ROCK MULCH3" ROCK MULCH3" ROCK MULCH& EDGING3" ROCK MULCH& EDGING3" ROCK MULCH& EDGING3" ROCK MULCH& EDGING3" ROCK MULCH3" ROCK MULCH& EDGINGEX. TREE TO REMAINSODSODSODSODSODSODSODSODSODSODSOD3" ROCK MULCH& EDGINGSOD REPAIR AS NECCESARY3" ROCK MULCH3" ROCK MULCHSY (2)LP (4)KF (14)AF (5)KF (14)AF (5)KF (14)AF (5)NS (33)SE (6)SJ (9)PH (2)CH (1)SE (15)KF (9)NS (23)CH (3)AF (14)KF (35)KF (6)SD (11)AJ (7)GL (6)NS (16)AJ (3)SD (7)SE (3)GL (4)KF (11)SE (5)SD (6)SE (5)AJ (3)AB (1)AB (2)AB (2)AB (1)AB (1)AB (3)AB (1)SOD REPAIR AS NECCESARYPROJECT NAMESHEET NUMBERSHEET TITLE02-03-2023REVIEWDate:License #:PLAN-TypeSITE PLANNING & LANDSCAPE ARCHITECTUREMinneapolis, MN info@plan-type.com5559702-03-2023DRAWN BYPROJECT MANAGERLOUIEJ + LISSUE LOGSTARBUCKSOTSEGO, MNPARRISH AVE &88TH ST NEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT IAM A DULY LICENSED LANDSCAPEARCHITECT UNDER THE LAWS OF THESTATE OF MINNESOTA.SIGNATURE:____________________JOSEPH L. SCHEFFLERSCARIFY & SPREADROOT MASSOVER-EXCAVATE 6"SUBGRADEREMOVE DEAD &BROKEN BRANCHESEXPOSE ROOT FLARE,SET AT FINISH GRADE4" DEPTH MULCHFINISH GRADEPROTECT MAIN LEADER,REMOVE DEAD &BROKEN BRANCHESSTAKE & GUY AS NEEDED4" DEPTH MULCH, DONOT PLACE WITHIN 2"OF TRUNKEXPOSE ROOT FLARE,SET AT FINISH GRADECUT & REMOVE ALLTWINE, BURLAP & WIREBASKET, PLACE ONUNDISTURBED SOILSUBGRADEWRAP TREE, FALLINSTALLATION ONLYFINISH GRADELANDSCAPE NOTES:xCONTRACTOR TO HAVE ALL UTILITIES ON SITE VERIFIED AND MARKED BEFORE STARTING WORK.xxCONTRACTOR IS LIABLE FOR ANY DAMAGE TO EXISTING UTILITIES ON SITE ANDRESPONSIBLE FOR THE COSTS ASSOCIATED WITH REPAIRING/REPLACING DAMAGE.xCONTRACTOR IS LIABLE FOR ALL DAMAGE RELATED TO CONTRACTORS ACTIVITY ON SITE ANDRESPONSIBLE FOR THE COSTS ASSOCIATED WITH REPAIRING/REPLACING DAMAGE.xOBTAIN ALL NECESSARY PERMITS FOR PLANTING IN ALL RIGHT-OF-WAY.xCOMPLETE WORK PER OWNERS CONSTRUCTION SCHEDULE AND COORDINATE WORK WITHOTHERS ON SITE.xPLANT MATERIAL SHALL COMPLY WITH THE AMERICAN ASSOCIATION OF NURSERYMENSTANDARDS AND BE FREE OF DISEASE AND DAMAGE.xxALL PLANT MATERIALS TO BE WARRANTIED ONE (1) FULL YEAR FROM THE COMPLETION ANDACCEPTANCE BY OWNER, WITH ONE TIME REPLACEMENT.xxWATER AND MAINTAIN ALL PLANT MATERIALS UNTIL ACCEPTED BY OWNER.xIF THERE IS A DISCREPANCY BETWEEN THE QUANTITY OF PLANTS SHOW ON THE PLAN COMPAREDTO THE PLANT LEGEND, THE PLAN TAKES PRECEDENCE.xALL AREAS DISTURBED DURING CONSTRUCTION TO RECEIVE 6" OF TOPSOIL AND SOD UNLESSOTHERWISE SPECIFIED ON PLANS.xxVERIFY TOPSOIL DEPTH AND NOTIFY OWNER OF ANY DEFICIENCY.xxREPLACEMENT TOPSOIL SHOULD BE CLEAN, FREE OF DEBRIS, SHARP OBJECTS, ROCKS ANDWEEDS.xxALL AREAS TO BE LANDSCAPED AND SODDED SHALL BE GRADED SMOOTH AND EVEN.xSOD TO BE A KENTUCKY BLUEGRASS SEED VARIETY.xxNO GUARANTEE ON SOD EXCEPT SOD THAT IS NOT ACCEPTABLE AT TIME OF INSTALLATION.xxSTAKE SOD ON SLOPES 3:1 AND GREATER.xPROVIDE BLANKET ON ALL SEEDED AREAS THAT ARE SLOPED. MULCH APPLICATION FOR ALLOTHER SEEDED AREAS SHALL BE HYDROMULCH OR DISCED STRAW DEPENDING ON SEED TYPE.xINSTALL BLACK VINYL EDGING AROUND ALL PLANTING BEDS AS SHOWN ON PLAN.xMULCH TO BE FINELY SHREDDED, UNDYED, HARDWOOD ORGANIC MULCH INSTALLED TO 4"DEPTH.xxNO WEED FABRIC BARRIER BENEATH ORGANIC MULCHES.xxTREES SHALL HAVE MULCH PULLED BACK 2" FROM BASE OF TRUNK.xxNO EDGING AROUND TREES OUTSIDE OF SHRUB BEDS.xROCK MULCH SHALL BE 1-1/2" DIAMETER BUFF LIMESTONE ROCKINSTALLED TO 3" DEPTH WITHAPPROVED WEED FABRIC BARRIER.xSWEEP AND MAINTAIN ALL PAVEMENT AREAS AFTER LANDSCAPE INSTALLATION IS COMPLETEAND ACCEPTED BY OWNER, DAILY CLEANING TO BE COMPLETED IF REQUIRED BY THEMUNICIPALITY.LANDSCAPEPLANL101Know what'sbelow.before you dig.CallRN0SCALE: 1"=20'2010 40NOT FORCONSTRUCTIONDECIDUOUS TREESCH2.5" CAL. B&B 50'H x 50'WCOMMON HACKBERRYCeltis occidentalisLANDSCAPE PLANT LEGENDEVERGREEN TREESSJB&B15'H x 4'WSPARTAN JUNIPERJuniperus chinensis 'Spartan'4' HTSY2.5" CAL. B&B 60'H x 45'WEXCLAMATION! SYCAMOREPlatanus x acerifolia 'Morton Circle'429LPB&B 25'H x 10'WLIMBER NORTHERN BLUE PINEPinus flexillis 'Northern Blue'4' HT4SHRUBSAJPOT 6'H x 4'W13AMBER JUBILEE NINEBARKPhysocarpus opulifolius 'Jefam'AFPOT5'H x 4'W29ARCTIC FIRE DOGWOODCornus stolonifera 'Farrow'GLPOT 2'H x 8'W10GRO-LOW FRAGRANT SUMACRhus aromatica 'Gro-Low'SDPOT24STELLA DE ORO DAYLILYHemerocallis 'Stella de Oro'SEPOT 1.5'H x 2'W34AUTUMN FIRESedum x 'Autumn Fire'KF#1 CONT. POT 4'H x 3'W103KARL FORESTER FEATHER REED GRASSCalamagrotis x acutiflora 'Karl Forester'NS#1 CONT. POT 4'H x 2.5'W72NORTHWIND SWITCH GRASSPanicum virgatum 'Northwind'ORNAMENTAL GRASSESPERENNIALS#2 CONT.#2 CONT.#2 CONT.#1 CONT.#1 CONT.1.5'H x 2'WABVARIES 2'-5'11ASSORTED LIMESTONE BOULDERSLOCAL SOURCEPH2" CAL. B&B 35'H x 25'WPRAIRIE HORIZON ALDERAlnus hirsuta 'Harbin'2SOD - 1189 SYEDGING - 540 LFROCK MULCH - 27.5 CYMULCH (TREES/SHRUBS OUTSIDE OF BEDS) - 1.5 CY
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3" ROCK MULCH& EDGING3" ROCK MULCH3" ROCK MULCH3" ROCK MULCH& EDGING3" ROCK MULCH& EDGING3" ROCK MULCH& EDGING3" ROCK MULCH& EDGING3" ROCK MULCH3" ROCK MULCH& EDGINGEX. TREE TO REMAINSODSODSODSODSODSODSODSODSODSODSOD3" ROCK MULCH& EDGINGSOD REPAIR AS NECCESARY3" ROCK MULCH3" ROCK MULCHSOD REPAIR AS NECCESARYPROJECT NAMESHEET NUMBERSHEET TITLE02-03-2023REVIEWDate:License #:PLAN-TypeSITE PLANNING & LANDSCAPE ARCHITECTUREMinneapolis, MN info@plan-type.com5559702-03-2023DRAWN BYPROJECT MANAGERLOUIEJ + LISSUE LOGSTARBUCKSOTSEGO, MNPARRISH AVE &88TH ST NEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT IAM A DULY LICENSED LANDSCAPEARCHITECT UNDER THE LAWS OF THESTATE OF MINNESOTA.SIGNATURE:____________________JOSEPH L. SCHEFFLERGROUNDCOVERPLANL102Know what'sbelow.before you dig.CallRN0SCALE: 1"=20'2010 40NOT FORCONSTRUCTIONIRRIGATION NOTES:xIRRIGATE ENTIRE SITE, DESIGN SHOULD ENCOMPASS ALLLANDSCAPE AREAS WITH SOD AND PLANTINGS.xxMINIMIZE OVERSPRAY ON BUILDINGS ANDPAVEMENT.xxDRIP IRRIGATION TO BE PROVIDED FOR ALLLANDSCAPE BEDS.xCONTRACTOR TO REVIEW MECHANICAL AND ELECTRICALPLANS FOR WATER STUB OUT AND ELECTRICALLOCATIONS.xxCONTRACTOR TO VERIFY WATER STUB OUT SIZE ISSUFFICIENT, NOTIFY OWNER OF ANY DEFICIENCY.xxCONTRACTOR TO VERIFY CONTROLLER LOCATIONWITH OWNER BEFORE INSTALLATION.xxRPZ BACKFLOW PREVENTER TO BE USED AT WATERSTUB OUT.xxPREFERRED CONTROLLER SHOULD BE A WATERSENSEWEATHER BASED IRRIGATION CONTROLLER (WBIC).xCONTRACTOR TO HAVE ALL UTILITIES ON SITE VERIFIEDAND MARKED BEFORE STARTING WORK.xxCONTRACTOR IS LIABLE FOR ANY DAMAGE TOEXISTING UTILITIES ON SITE AND RESPONSIBLE FORTHE COSTS ASSOCIATED WITHREPAIRING/REPLACING DAMAGE.xCONTRACTOR TO COORDINATE WITH GENERALCONTRACTOR IN ORDER TO PROVIDE ALL PVC SLEEVESAT A DEPTH OF 2'-0" BELOW FINISHED GRADE. MARKLOCATIONS OF PLACED PVC SLEEVES.xCONTRACTOR TO PLACE MAIN LINES MINIMUM 1'-6"BELOW FINISH GRADE, LATERAL LINES MINIMUM 1'-0'BELOW FINISH GRADE.xWIRES TO BE MINIMUM 16 AWG SOLID COPPER. SPLICEONLY AT BOXES WITH MOISTURE RATED CONNECTORS.xVALVES BOXES AND COVERS SHOULD BE BEST COLOR TOMATCH WITH SURROUNDING LANDSCAPE.xxBOXES TO BE SET ON A BASE OF 3" MINIMUM DEPTH3/4" CLEAR GRAVEL.xxPLACE BOXES IN LANDSCAPE BEDS WHEN POSSIBLE.xTRENCH BACKFILL TO BE CLEAN, FREE OF DEBRIS, SHARPOBJECTS AND ROCKS.xCONTRACTOR TO PROVIDE AS-BUILT DRAWINGS TOOWNERS UPON COMPLETION OF WORK.SOD - 1189 SYEDGING - 540 LFROCK MULCH - 27.5 CYMULCH (TREES/SHRUBS OUTSIDE OF BEDS) - 1.5 CY
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llN89°37'47"E 300.09N00°17'10"W 537.54S89°25'07"W 198.95S44°46'51"W 71.16N00°22'13"W21.18S89°37'47"W 46.93S00°08'35"W 507.82S89°51'25"E 78.05S33°
1
7'5
3"
E
52.9
7N56°42'07"E16.74S33°1
7'53"
E
1
65.5
9 S00°22'13"E32.38212.7687.33300.38207.440 40' 80'ORIENTATION OF THIS BEARING SYSTEM ISBASED ON THE SOUTH LINE OF LOT 1, BLOCK1, MRD COMMERCIAL PARK, WRIGHTCOUNTY, MINNESOTA, HAVING AN ASSUMEDBEARING OF NORTH 89°37'47" EASTMRD COMMERICIAL PARK SECOND ADDITIONPRELIMINARY PLAT OFLEGAL DESCRIPTION:Lot 1, Block 1, MRD COMMERCIAL PARK, Wright County, Minnesota.Abstract Property164,138 Sq. Ft. +/- or 3.77 Acres +/-LAND SURVEYORDESIGN TREE ENGINEERING & LAND SURVEYINGJONATHAN D. SCHUETTE, LSMINNESOTA LICENSE NO. 45352TELEPHONE: (320) 762-1290ENGINEER:DESIGN TREE ENGINEERING & LAND SURVEYINGMICHAEL J. GERBER, PEMINNESOTA LICENSE NO. 56653TELEPHONE: (320) 277- 0273LOT AREAS:LOT 133,181 SQ. FT+/- OR 0.76 ACRES +/-LOT 2130,957 SQ. FT+/- OR 3.01 ACRES +/-SURVEYOR'S NOTES:Topography and contours are based upon measurements taken in the field by Design Tree on 12/12/2022.1.The underground utilities shown hereon have been located from field survey information and existing record drawings. The surveyor makes no guarantees that the underground utilitiesshown comprise all such utilities in the area, either in service or abandoned. The surveyor further does not warrant that the underground utilities shown are in the exact locationindicated, although he does certify that they are located as accurately as possible from information available. The contractor is responsible to ensure that any existing utilities (shown ornot shown) are not damaged during construction. The surveyor has physically located the underground utilities per Gopher State One Call Ticket No. 223360083.2. All elevations are based on NGVD 88.3. The survey does not constitute a title search by Design Tree Engineering and Land Surveying to determine ownership or easements of record. For all information regarding easements,right of way and title of record, Design Tree Engineering and Land Surveying relied upon an Ownership and Encumbrances Report prepared by Servion Title, Inc. dba Servion CommercialTitle as agent for Old Republic National Title Insurance Company with a preparation date of October 05, 2022.4. At the time of the survey some utility structures were unable to be opened and measured due to winter conditions. Some features may have been missed due to snow cover.OWNER:BANK OF ELK RIVER630 MAIN ST. N.W.ELK RIVER, MN 55330-1594= DENOTES FOUND IRON MONUMENT= DENOTES 1/2 INCH DIAMETER BY 18INCH LONG IRON PIPE MONUMENTSET AND MARKED RLS# 45352OHEOHEUGTUGTFOFOUGEUGEGASGASllLEGENDHYDRANTSANITARY MANHOLESTORM MANHOLEGATE VALVEPOWER POLELIGHT POLECATCH BASINSIGNDECIDUOUS TREECONIFEROUS TREESHRUBCOMMUNICATION PEDESTALGUY WIREBOLLARDPOWER BOXELECTRIC METERSANITARY SEWER CLEANOUTSTORM SEWER LINESANITARY SEWER LINEWATERMAINOVERHEAD ELECTRICUNDERGROUND TELEPHONEUNDERGROUND FIBERUNDERGROUND ELECTRICUNDERGROUND GAS LINECONCRETE PAVEMENTBITUMINOUS PAVEMENTLANDSCAPINGBUILDINGPLATTED & EXISTING LOT LINESEXISTING RIGHT OF WAYEASEMENT LINESBOUNDARY LINEEDGE OF TREE LINE OR WOODSGAS METERHAND HOLEPRELIMINARY PLAT1 of 1THIS DRAWING AND THE INFORMATION THEREIN ISTHE PROPERTY OF DESIGN TREE ENGINEERING INC.USE BY THE HOLDER OR DISCLOSURE TO OTHERSWITHOUT THE PERMISSION OF DESIGN TREEENGINEERING INC. IS PROHIBITED. IT CONTAINSPROPRIETARY AND CONFIDENTIAL INFORMATION OFDESIGN TREE ENGINEERING INC. REPRODUCTION OFTHE MATERIAL HEREIN WITHOUT WRITTENPERMISSION OF DESIGN TREE ENGINEERING INC.VIOLATES THE COPYRIGHT LAWS OF THE UNITEDSTATES AND WILL SUBJECT THE VIOLATORS TOLEGAL PROSECUTION.COPYRIGHT @ 2023 BY DESIGN TREE ENGINEERINGI HEREBY CERTIFY THAT THIS SURVEY, PLAN, ORREPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED LAND SURVEYOR UNDER THE LAWS OFTHE STATE OF MINNESOTA.DRAWN BY:CHECKED BY:PROJECT NO.:NO.DATE DESCRIPTIONDATE:LICENSE #:PRINTED NAME:F:\DESIGN TREE ENGINEERING\PROJECTS\109 - JAVA PROPERTIES\10922014 - STARBUCKS - OTSEGO, MN\CONSTRUCTS\SURVEY\V-PP-10922014.DWG#### 2/3/2023PREPARED FOR:10922014JAVA COMPANIES,LLC15800 88TH ST. N.E.OTSEGO, MN 55330CWKJDS45352Jonathan D. Schuette2/3/20231 INCH = 40 FEETVICINITY MAPNOT TO SCALESECTION 22, TOWNSHIP 121, RANGE 23DEVELOPER:JAVA COMPANIES, LLC879 SCHEFFER AVEST. PAUL, MN 55102ZONING:B-3- GENERAL BUSINESS DISTRICTLOT AREA:ONE ACRELOT WIDTH: 200 FT.FRONT SETBACK FROM CENTERLINE: 65 FT.FRONT SETBACK FROM RIGHT-OF-WAY LINES: 30 FT.SIDE YARD SETBACK: 10 FT.REAR SETBACK: 20 FT.MAX BUILDING HEIGHT: 35 FT.BLOCK ONELOT 1ZONING: PUD PLANNED UNITDEVELOPMENT DISTRICTZONING: INS INSTITUTIONAL DISTRICTZONING: B-3 GENERAL BUSINESS DISTRICTRIM:867.51INV:UNAVAILABLERIM:868.64INV:UNAVAILABLERIM:868.56INV:UNAVAILABLE10 FOOT DRAINAGE & UTILITYEASEMENT PER PLAT OF MRDCOMMERCIAL PARK5 FOOT DRAINAGE & UTILITYEASEMENT PER PLAT OF MRDCOMMERCIAL PARK10 FOOT DRAINAGE & UTILITYEASEMENT PER PLAT OF MRDCOMMERCIAL PARKRIM:865.24INV:857.04RIM:865.22INV:UNAVAILABLEPARISH AVE NECO RD 39 NE85TH ST NE88TH ST NEPROPERTYLOCATIONRIVER ROAD NE87TH ST NEPARSON AVE NEPAGE AVE NECO RD 4289TH ST NE88TH ST NEPALM CREEK AVE NEPARELL AVE NENLOT 2TV PEDESTALFLAG POLEMAILBOX33 FOOT ROADWAYEASEMENTAND MAINTENANCEAGREEMENTPER DOC. NO. 475054DRAINAGE & UTILITY EASEMENTPER DOC. NO. 708615DRAINAGE & UTILITYEASEMENTPER DOC. NO. 7086155 FOOT DRAINAGE &UTILITY EASEMENTPER DOC. NO. 72403870' WIDE ELECTRICTRANSMITION LINEEASEMENT PERDOC. NO A103044510 FOOT WIDE DRAINAGE& UTILITY EASEMENTPER DOC. NO. A103329415 FOOTROADWAYEASEMENTPER DOC. NO.A1033295ROADWAY EASEMENT PERDOC. NO. A1033295HIGHWAY EASEMENT PERDOC. NO. A1417982BENCHMARKTOP NUT HYDRANTELEV: 872.79130,957 SQ. FT.OR 3.01 ACRES +/-33,181 SQ. FT. +/-OR 0.76 ACRES +/-OWNER: TAGRGET CORPORATIONPID: 118-239-001020OWNER: COBORN REALTY COMPANY LPWELLW
97 SQ.FT.Total 97 Sq.Ft.Scale 1/4” =1’-0”.DRIVE THRUCottage SignsBrushed alumi. finished DiBond with vinyl graphicsIDENTITY • INFORM • IMPACTCottage SignsBrushed alumi. finished DiBond with vinyl graphicsIDENTITY • INFORM • IMPACTStarbucks pylonDouble faced pylon with electronic displayIDENTITY • INFORM • IMPACTSPECIFICATIONSDouble faced 8’6” x 8’-6” x 22”dPolycarbonate face with digital print graphicsInternally LED illuminatedCabinet and framing aluminum constructionPaint cabinet and upright pole support10” dia poleBase 3 cubic yds . auger 36” dia x 12’ deepor dig 4’ x 4’x 5’ D
Review No. 1
ENGINEERING REVIEW
by
Hakanson Anderson
Submitted to: Adam Flaherty, City Administrator/Finance Director
Audra Etzel, City Clerk
Dan Licht, City Planner
Mark Krogh, Java Companies
Michael Gerber, Design Tree
Reviewed by: Ronald J. Wagner, P.E.
Date: March 2, 2023
Proposed Project Site: Otsego – Java Companies/Bank of Elk River
Development Location: A part of the PID 118057001010.
Applicant: Java Companies
879 Scheffer Ave
St. Paul, MN 55102
Consultant: Design Tree Engineering and Land Surveying
3339 W St. Germain St., Suite #103
St. Cloud, MN 56301
Owners of Record: Bank of Elk River
Purpose: 1740 SQ FT Coffee Shop with Parking and Drive-Thru
Jurisdictional Agencies: City of Otsego, Wright County
(but not limited to)
Permits Required: Wright County
(but not limited to)
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TABLE OF CONTENTS
INFORMATION AVAILABLE
SITE DEVELOPMENT PLANS
COVER SHEET (C001)
EXISTING CONDITIONS & REMOVALS (C101)
CIVIL SITE PLAN (C201)
GRADING PLAN (C301)
UTILITY PLAN (C401)
EROSION CONTROL PLAN (C501)
CIVIL DETAILS (C601, C602, & C603)
CIVIL SPECIFICATIONS (C604, C605, & C606)
STORM WATER CALCULATIONS
SUMMARY AND/OR RECOMMENDATIONS
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INFORMATION AVAILABLE
North Mississippi Watershed
City of Otsego Engineering Manual
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COVER SHEET (C001)
1. Benchmark must be 1929 or provide equation.
EXISTING CONDITIONS & REMOVALS (C101)
2. No comments.
CIVIL SITE PLAN (C201)
3. No comments.
GRADING PLAN (C301)
4. No comments.
UTILITY PLAN (C401)
5. Infiltration requirement met pending in-field infiltration test.
6. No comments on water, sewer, or storm sewer.
7. Hydrant coverage met with existing hydrant at northeast corner of Parrish Avenue NE
and 88th Street NE.
EROSION CONTROL PLAN (C501)
8. No comments.
CIVIL DETAILS (C601, C602, & C603)
9. No comments.
CIVIL SPECIFICATIONS (C604, C605, & C606)
10. No comments.
STORM WATER CALCULATIONS
11. Pipe sizing meets requirements.
SUMMARY AND/OR RECOMMENDATION
12. Approved pending benchmark comment.