HomeMy WebLinkAboutSBFC 6TH
3601 Thurston Avenue
Anoka, MN 55303
763.231.5840
TPC@PlanningCo.com
1
MEMORANDUM
TO: Daryl Morey
FROM: D. Daniel Licht, AICP
DATE: 31 May 2018
RE: Lakeville – SBF Commercial 6th Addition (Valvoline Instant Oil Change)
TPC FILE: 135.01
BACKGROUND
Valvoline, LLC has submitted plans for development of a 1,620 square foot minor automobile
repair use to be platted as Lot 1, Block 1, Spirit of Brandtjen Farm Commercial 6thth Addition
(SBFC 6th), located south of 160th Street (CSAH 46) and east of Pilot Knob Road (CSAH 31). The
subject site is zoned PUD, Planned Unit Development District as approved by the City Council
on 20 June 2005. The proposed development requires consideration of applications for
approval of a PUD Development Stage Plan, preliminary plat, final plat, and vacation of existing
drainage and utility easements dedicated with Outlot A, SBFC Addition. A public hearing to
consider the applications has been noticed for the Planning Commission meeting on 7 June
2018.
Exhibits:
A. Site location map
B. SBF Land Use Plan
C. Preliminary Plat
D. Final Plat
E. Easement Vacation Sketch
F. Site Plan
G. Grading Plan
H. Utility Plan
I. Landscape Plan
J. Photometric Plan
K. Building Floor Plans (2 pages)
2
L. Exterior Elevation Plans (2 pages)
M. Dumpster Enclosure Plan
ANALYSIS
SBF Land Use Plan. The SBF Land Use Plan guides the subject site for mixed use development
based on the uses allowed in the O-R District and C-3 District. Development of a minor auto
repair use within this area is consistent with SBF Land Use Plan.
Use. Development of the minor auto repair use is subject to the same requirements as apply
within the C-3 District in accordance with an amendment to the SBF PUD District approved in
2010. Section 11-73-7.A of the Zoning Ordinance establishes performance standards for minor
auto repair uses:
1. The entire site other than that taken up by a building, structure or plantings shall be
surfaced with a material to control dust and drainage which is subject to the approval of
the City Engineer.
2. A minimum lot area of twenty thousand (20,000) square feet and minimum lot width of
one hundred fifty feet (150').
3. A curb not less than six inches (6") above grade shall separate the public sidewalk from
motor vehicle service areas.
4. Parking or car magazine storage space shall be screened from view of abutting
residential districts in compliance with section 11-21-9 of the Zoning Ordinance.
5. No outside storage except as allowed in compliance with the Zoning Ordinance.
6. Sale of products shall be subject to a conditional use permit and be in compliance with
the Zoning Ordinance.
7. All conditions pertaining to a specific site are subject to change when the City Council,
upon investigation in relation to a formal request, finds that the general welfare and
public betterment can be served as well or better by modifying the conditions.
Surrounding Uses. The table below summarizes the existing and planned land uses
surrounding the subject site. The proposed minor auto repair use will be compatible with
surrounding land uses.
Direction Land Use Plan Zoning Map Existing Use
North -- -- 160th St. (CSAH 46)
East Mixed Use SBF PUD District Petsmart
3
South Mixed Use SBF PUD District Undeveloped
West Mixed Use SBF PUD District Undeveloped
Lot Requirements. The SBF PUD District does not require minimum area or width for lots being
platted. The subject site is 44,464 square feet in area and is 227 feet wide to 160th Street (CSAH
46), which exceeds the lot requirements specific to minor auto repair uses established by
Section 11-73-7.A.2 of the Zoning Ordinance. A 30 foot setback for buildings and a 15 foot
setback for parking from public rights-of-way is required at the perimeter of the PUD District.
The site plan also indicates a reserve area abutting 160th Street (CSAH 46) to allow for a future
interchange. The proposed building and parking area comply with the lot requirements and
setbacks of the SBF PUD District and do not encroach into the CSAH 46 reserve area.
Building Design. The proposed building is subject to the exterior finish requirements outlined
by Section 11-17-9.D.1 of the Zoning Ordinance. The exterior finish of the building must utilize
a minimum of three Grade A materials listed in Section 11-17-9.B of the Zoning Ordinance or
brick for a minimum of 65 percent of the area of the building elevation. The remaining building
materials may be Grade B or C as defined in Section 11-17-9.B of the Zoning Ordinance for up to
35 percent of the wall area, or Grade D materials for up to 10 percent of the wall area. The
proposed building finish consists of brick and EIFS. Brick is a Grade A material but EIFS is a
Grade C material. The submitted architectural plans must be revised to incorporate three
Grade A materials or brick for 65 percent of the exterior finish of the principal building.
Landscape Plan. The submitted plans include a landscape plan for proposed plantings to be
installed within the subject site. The landscape plan provides for a mix of shade and evergreen
trees in the yards to the east and west of the building and ornamental trees along the south lot
line. The landscape plan must be revised to provide for installation of shade trees in the yard
north of the proposed building along 160th Street (CSAH 46). There are also shrubs and
perennials to be planted at the building foundation and the parking islands to the front and
sides of the off-street parking stalls. The proposed plantings comply with the size
requirements specified by Section 11-21-9.C.1 of the Zoning Ordinance.
Access. The subject site is proposed to be accessed by a private drive that extends across
Outlot A, SBFC 1st Addition from the east-west private drive extending east to Elmhurst Drive.
Plans for the private drive include a 30 foot wide paved section with concrete curb. Provision
for a pedestrian connection must be provided on the east side of the proposed private
driveway within Lot 1, as well as the east side of the proposed private driveway south of Lot 1
and the north side of the east-west private drive along the south line of Outlot A at such time as
the lots abutting the private drives are final platted. The design and construction of the
proposed private drive is subject to review and approval of the City Engineer. The proposed
private drive must be overlaid by an ingress/egress easement.
4
Service Bays. The proposed building has two service bays for performing oil changes and other
minor auto repairs. Vehicles enter the building from the south and exit to the north, then turn
left to exit the site via a one-way drive aisle to the west of the building. There is space for
stacking three cars behind each service bay. Additional off-street parking is located to the east
of the principal building.
Off-Street Parking. The table below provides the calculation of off-street parking
requirements of Section 11-19-13 of the Zoning Ordinance for the minor auto repair use:
Use Area Requirement Required
Minor Auto Repair 1,620sf. 1 stall/200sf. (net) 8
The site plan provides for 10 off-street parking stalls including one disability accessible stall.
The proposed parking stalls are dimensioned as 9 feet wide and 20 feet deep accessed by a 24
foot wide drive aisle. The parking area is surfaced with asphalt and surrounded by concrete
curb and interior islands. The proposed off-street parking provided on the site plan complies
with the provisions of Section 11-19-7.I of the Zoning Ordinance, as well as Section 11-73-7.A.3
of the Zoning Ordinance specific to minor auto repair uses.
Signs. The proposed use is subject to the sign allowances applicable within the C-3 District
established by Section 11-23-19.E of the Zoning Ordinance. A sign permit issued by the Zoning
Administrator is required prior to placement of any sign upon the lot.
Wall signs. The subject site is allowed wall signs up to 100 square feet on two
elevations. The submitted plans indicate that there is a 45 square foot sign affixed to
the north and west elevations and a 31 square foot sign affixed to the south elevation.
There are also two directional signs above the service bays that are 14 square feet in
area that due to the incorporation of a logo constitute additional wall signs. The area of
the proposed signs comply with the allowances established by the Zoning Ordinance,
but three of the five proposed wall signs must be removed from the building.
Freestanding Sign. The submitted plans indicate a freestanding sign to be located
northeast of the principal building. The sign is specified to be a monument type sign
with a 44 square foot display affixed to it. The area of the proposed sign complies with
the limits established for the C-3 District. Details regarding the height and construction
of the proposed monument sign must be submitted with application for a sign permit.
The proposed freestanding sign is setback more than the 15 feet from a property line
required by Section 11-23-21 of the Zoning Ordinance and is outside of the CSAH 46
reserve area.
Exterior Lighting. The submitted plans include an exterior lighting plan indicating the location
and illumination pattern of proposed exterior lighting. Proposed fixtures have a 90 degree
horizontal cut-off and the intensity of the proposed exterior lighting complies with the
requirements of Section 11-16-17 of the Zoning Ordinance.
5
Waste Storage. The submitted plans indicated there is an enclosure for exterior trash and
recycling container storage at the southwest corner of the subject site. Section 11-18-11.B of
the Zoning Ordinance requires an enclosure for exterior trash or recycling containers must be
constructed materials consistent with those used on the principal building. The exterior
elevation plans include the enclosure, which is constructed of brick and EIFS consistent with the
principal building. With the required changes to the principal building, the percentage of brick
is to be increased to 65 percent of the north, east, and south elevations of the enclosure. The
landscape plan includes planting Leatherleaf Viburnum shrubs around the north, east, and
south sides of the enclosure, which will provide year-round screening.
Park Dedication. Final platting the subject site requires satisfaction of park dedication
requirements. The park dedication requirements will be met as a cash fee in lieu of land at
$5,400 per acre for commercial uses in accordance with the SBF Master PUD Agreement. The
subject site is 1.02 acres in area, which calculates as a park dedication cash fee of $5,508.
Easements. Section 10-4-4 of the Subdivision Ordinance requires a 10 foot wide drainage and
utility easement at the perimeter of all lots. The preliminary plat and final plat dedicate a 10
foot wide drainage and utility easement along the north and south lot lines, five foot wide
easements along the east and west lot lines, and oversized easements at the southwest corner
for the shared access drive. Existing easements platted with SBFC 1st Addition will be vacated
concurrent with the approval of the final plat. All proposed easements are subject to review
and approval of the City Engineer.
Grading Plan. The submitted plans include a grading, drainage, and erosion control plan. All
grading, drainage, and erosion control issues are subject to review and approval of the City
Engineer.
Utility Plan. The subject site is within the MUSA. Sanitary sewer and water utilities will be
extended to the subject site with the final plat and construction of the shared access drive
across Outlot A. All utility issues are subject to review and approval of the City Engineer.
Development Contract. The developer is required to enter into a development contract with
the City for the public and private improvements, payment of applicable fees, and posting of
required securities. The development agreement will be drafted by the City Attorney and the
developer is required to execute the development agreement prior to City Council approval of
the final plat in accordance with Section 10-5-1 of the Subdivision Ordinance.
6
CONCLUSION
The proposed PUD Development Stage Plan for Valvoline Instant Oil Change and the
applications for preliminary and final plat approval of Spirit of Brandtjen Farm Commercial 6th
Addition is consistent with the SBF Land Use Plan and the requirements of the SBF PUD District,
Zoning Ordinance, and Subdivision Ordinance. City staff and our office recommend approval of
the applications subject to the following conditions:
1 No outside storage shall be allowed except as allowed in compliance with the Zoning
Ordinance.
2. Sale of products other than those related to minor auto repair shall be subject to a PUD
Development Stage Plan amendment.
3. The submitted architectural plans shall be revised to incorporate three Grade A
materials or brick for 65 percent of the exterior finish of the principal building as
required by Section 11-17-9.D.1 of the Zoning Ordinance.
4. The landscape plan shall be revised to provide for installation of shade trees and shrubs
in the yard north of the proposed building along 160th Street (CSAH 46) consistent with
approved uses to the west in SBFC.
5. The design and construction of the proposed private drive is subject to review and
approval of the City Engineer, and the following:
a. A five-foot concrete sidewalk shall be constructed on the east side of the private
drive within Lot 1.
b. An ingress/egress and sidewalk easement shall be recorded over the private
drive.
6. The site plan shall be revised to provide for a sidewalk connection from the principal
building to the sidewalk to be constructed on the east side of the private drive.
7. The plans for signs on the subject site shall be revised as follows:
a. Three of the five proposed wall signs shall be removed from the building.
b. Details regarding the construction of the proposed monument sign, including
height, shall be submitted.
c. All signs require issuance of a sign permit approved by the City.
7
8. The plan for the waste container enclosure shall be revised to increase the percentage
of brick to 65 percent of the area of the north, east, and south elevations.
9. The developer shall pay a park fee in lieu of land dedication of $5,508 in accordance
with the SBF Master Development Agreement.
10. All easements are subject to review and approval of the City Engineer.
11. All grading, drainage, and erosion control plans are subject to review and approval of
the City Engineer.
12. All utility plans are subject to review and approval of the City Engineer.
13. The developer shall execute a development agreement drafted by the City Attorney
prior to City Council approval of the final plat.
c. Justin Miller, City Administrator
Alex Jordan, Assistant City Engineer
John Hennen, Parks and Recreation Director
Andrea McDowell Poehler, City Attorney
Commercial Commercial/
6-10 units/acre 6-10 units/acre
2-4 units/acre 4-6 units/acre
2-4 units/acre
2-4 units/acre
6-10 units/acre
This site plan is a conceptual drawing and merely an artist rendition used for illustrative purposes and may not reflect actual measurements/alignment.
See New Home Consultant for current pricing, features, amenities and lot availability. Copyright infringement could result in legal prosecution under federal copyright law.
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16972 Brandtjen Farm Drive
Lakeville, MN 55044
www.HOMESOFSPIRIT.com
952.322.8700
info@homesofspirit.com
EXHIBIT B
BEARINGS ARE BASED ON THE EAST LINE OF OUTLOT A,
SPIRIT OF BRANDTJEN FARM COMMERCIAL 1ST ADDITION
t,/,/^^^hD dK,s Z/E'K&^ϬϬΣϬϳΖϮϬΗt
8+%+0+6;/#2
DENOTES FOUND 1/2 INCH IRON MONUMENT WITH
CAP MARKED R.L.S. NO. 47481
DENOTES SET 1/2 INCH BY 14 INCH IRON MONUMENT
WITH CAP MARKED R.L.S. NO. 47481
DRAINAGE AND UTILITY EASEMENTS BEING
5 FEET IN WIDTH, UNLESS OTHERWISE
INDICATED, ADJOINING LOT LINES, AND
BEING 10 FEET IN WIDTH, UNLESS
OTHERWISE INDICATED, ADJOINING RIGHT
OF WAY LINES, AS SHOWN ON THE PLAT.
That part of Outlot A, SPIRIT OF BRANDTJEN FARM COMMERCIAL 1ST
ADDITION, according to the recorded plat thereof, Dakota County,
Minnesota, described as follows:
Beginning at the northeast corner of said Outlot A; thence on an
assumed bearing of South 00 degrees 07 minutes 20 seconds West,
along an east line of said Outlot A, a distance of 196.00 feet; thence
South 89 degrees 53 minutes 13 seconds West a distance of 226.27
feet; thence North 00 degrees 13 minutes 24 seconds West a
distance of 196.00 feet to the north line of said Outlot A; thence
North 89 degrees 53 minutes 13 seconds East, along said north line
of Outlot A, a distance of 227.45 feet to the point of beginning.
PROPERTY DESCRIPTION
2500 WEST C.R. 42, SUITE 120, BURNSVILLE, MN 55337PHONE: 952.890.6044 www.jrhinc.comPLANNERS / ENGINEERS / SURVEYORSLAKEVILLE, MINNESOTAPRELIMINARY PLATFORVALVOLINE LLC100 VALVOLINE WAY, LEXINGTON, KENTUCKY 40509EXHIBIT C
BEARINGS ARE BASED ON THE EAST LINE OF OUTLOT A,
SPIRIT OF BRANDTJEN FARM COMMERCIAL 1ST ADDITION
t,/,/^^^hD dK,s Z/E'K&^ϬϬΣϬϳΖϮϬΗt
8+%+0+6;/#2
DENOTES FOUND 1/2 INCH IRON MONUMENT WITH
CAP MARKED R.L.S. NO. 47481
DENOTES SET 1/2 INCH BY 14 INCH IRON MONUMENT
WITH CAP MARKED R.L.S. NO. 47481
DRAINAGE AND UTILITY EASEMENTS BEING
5 FEET IN WIDTH, UNLESS OTHERWISE
INDICATED, ADJOINING LOT LINES, AND
BEING 10 FEET IN WIDTH, UNLESS
OTHERWISE INDICATED, ADJOINING RIGHT
OF WAY LINES, AS SHOWN ON THE PLAT.
KNOW ALL PERSONS BY THESE PRESENTS: That Valvoline, LLC, a Delaware limited liability company, fee owner and contract
purchaser, of the following described property:
That part of Outlot A, SPIRIT OF BRANDTJEN FARM COMMERCIAL 1ST ADDITION, according to the recorded plat
thereof, Dakota County, Minnesota, described as follows:
Beginning at the northeast corner of said Outlot A; thence on an assumed bearing of South 00 degrees 07
minutes 20 seconds West, along an east line of said Outlot A, a distance of 196.00 feet; thence South 89 degrees
53 minutes 13 seconds West a distance of 226.27 feet; thence North 00 degrees 13 minutes 24 seconds West a
distance of 196.00 feet to the north line of said Outlot A; thence North 89 degrees 53 minutes 13 seconds East,
along said north line of Outlot A, a distance of 227.45 feet to the point of beginning.
Have caused the same to be surveyed and platted as SPIRIT OF BRANDTJEN FARM COMMERCIAL 6TH ADDITION and do
hereby dedicate to the public for public use the drainage and utility easements as created on this plat.
In witness whereof said Valvoline, LLC, a Delaware limited liability company, has caused these presents to be signed by its
proper officer this day of , 20 .
Valvoline, LLC
By: the
STATE OF
COUNTY OF
This instrument was acknowledged before me on ,
by the of Valvoline, LLC, a
Delaware limited liability company, on behalf of the company.
Signature
Printed
Notary Public, County,
My commission expires
I, Marcus F. Hampton, do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly
Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all
mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been or
will be correctly set within one year; that all water boundaries and wet lands as defined in Minnesota Statutes, Section
505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and
labeled on this plat.
Dated this day of , 20
______________________________________________________________
Marcus F. Hampton, Licensed Land Surveyor, Minnesota License No. 47481
STATE OF MINNESOTA
COUNTY OF
This instrument was acknowledged before me on this day of , 20 , by
Marcus F. Hampton.
Signature
Printed
Notary Public, County,
My commission expires
CITY COUNCIL OF LAKEVILLE, MINNESOTA
This plat of SPIRIT OF BRANDTJEN FARM COMMERCIAL 6TH ADDITION was approved and accepted by the City Council of the
City of Lakeville, Minnesota at a regular meeting thereof held this day of , 20 , and
said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2.
By:
Mayor Clerk
DAKOTA COUNTY SURVEYOR
I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and
approved this day of , 20 .
By:
Todd B. Tollefson, Dakota County Surveyor
DAKOTA COUNTY BOARD
We do hereby certify that on the 1st day of August, 2017, the Board of Commissioners of Dakota County, Minnesota,
approved this plat of SPIRIT OF BRANDTJEN FARM COMMERCIAL 6TH ADDITION and said plat is in compliance with the
provisions of Minnesota Statutes, Section 505.03, Subd. 2, and pursuant to the Dakota County Contiguous Plat Ordinance.
By: ___________________________________ Attest: ___________________________________
Chair, Dakota County Board Dakota County Treasurer - Auditor
DAKOTA COUNTY DEPARTMENT OF PROPERTY TAXATION AND RECORDS, COUNTY OF DAKOTA, STATE OF MINNESOTA
Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable in the year 20 on the land hereinbefore
described have been paid. Also pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer
entered this day of , 20 .
By:
Joel T. Beckman, Director,
Department Of Property Taxation and Records
COUNTY RECORDER, COUNTY OF DAKOTA, STATE OF MINNESOTA
I hereby certify that this plat of SPIRIT OF SPIRIT OF BRANDTJEN FARM COMMERCIAL 6TH ADDITION was filed in the office of
the County Recorder for public record on this day of , 20 , at o'clock . M. and was
duly filed in Book of Plats, Page , as Document Number .
By:
Joel T. Beckman, County Recorder
EXHIBIT D
SKETCH & DESCRIPTION
FOR:Valvoline, LLC
Page 2 of 2 James R. Hill, Inc.
Scale: 1"= 50'PROJECT NO. 20662-34vacEASEMENT
VACATION EXHIBIT E
10
VIOC
160TH ST
(1,620 SF)
DO NOT ENTER
G
G
G
G
G
G
G
E S00-20-48E 184.63S00-20-40E 196.00C.S.A.H. NO. 46 (160TH STREET)
(DAKOTA COUNTY ROAD RIGHT OF WAY MAP NO. 265A)
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6 (N00-07-20E 184.63)(N00-07-20E)PROJECT BENCHMARK #1
PROJECT BENCHMARK #2
EL: 948.22
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W R/W R/W
R/W R/W
HY-VEE INC
PID: 22-71320-00-011
NO ADDRESS POSTED
0.9689 AC (42,205 SF)
RIM: 938.38
INV: 931.38
6" PVC
WW
W
6" PVC
RIM: 938.13
INV: 931.75
RIM: 935.54
INV: 932.94
RIM: 936.68
INV: 929.53
15
"
HDPE15" HDPESTMSTMSTMSTMSTME
RIGHT OF WAY RESERVE AREA
PER DOCUMENT NO. 3033791.
RESTRICTED ACCESS TO DAKOTA
COUNTY PER THE DAKOTA COUNTY
CONTIGUOUS PLAT ORDINANCE
35'
PETSMART
CONCRETE BLOCK BUILDING
(DAKOTA COUNTY ROAD
RIGHT OF WAY MAP NO. 264)
S89-25-05W 226.27
N89-25-05E 227.45
N00-41-32W 196.00(N89-53-13E)
10.94
50' UTILITY EASEMENT
30' ACCESS EASEMENT
1
8
4
2
4
4 (TYP.)
7
3
TAPER
OVER
10'
TAPER OVER 20'
3
TAPER
OVER 10'
3 TAPER OVER 10'
6
6
6
6
6
5
5
10
R6'
R6'R10'
11
R12'
R12'
R12'R12'
R32'
55'
5'
31'
24'
5'
53.67'
6'20'29.65'
5.50'
24'20'68.02'
9'(TYP.)
(TYP.)
3
TAPER
OVER 10'
20'
20'
24.33'29.33'6'5.50'
25.50'
10.50'
3 TAPER OVER 18'
ACCESS
DRIVEWAY
CURB AND
PAVEMENT
(BY OTHERS)
5
R3.5'
R2'
R5'
R25'
12
12
MATCH DRIVEWAY AND
CURB PAVEMENT TO
EXISTING (BY OTHERS)
4
9
9
9
9
3
13
SITE PLAN GENERAL NOTES:
1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL HEALTH AND SAFETY STANDARDS,
INCLUDING BUT NOT LIMITED TO O.S.H.A. STANDARDS.
2. THE CONTRACTOR SHALL OBTAIN FINAL APPROVALS/PERMITTING AND INSPECTION AS NECESSARY PRIOR TO CONSTRUCTION.
3. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF DUMPSTER ENCLOSURE,
PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS AND SITE LIGHTING ELECTRICAL LAYOUT.
4. REFER TO CONSTRUCTION DETAILS / GEOTECHNICAL REPORT FOR PAVEMENT SECTION RECOMMENDATIONS.
5. CONTRACTOR IS RESPONSIBLE FOR PROVIDING TRAFFIC CONTROL. ALL TRAFFIC CONTROL MEASURES SHALL BE IN ACCORDANCE
WITH THE STATE SUPPLEMENT TO THE NATIONAL MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (LATEST EDITION).
6. CONTRACTOR IS RESPONSIBLE FOR PLACING AND MAINTAINING CONSTRUCTION FENCE, SIGNS, ETC. TO WARN AND KEEP
UNAUTHORIZED PEOPLE OFF SITE FOR THE DURATION OF THE PROJECT.
7. CONTRACTOR IS RESPONSIBLE FOR PROVIDING JOB SITE SAFETY PER OSHA REQUIREMENTS. AT ALL TIMES DURING DEMOLITION
AND CONSTRUCTION, CONTRACTOR SHALL PROVIDE SAFETY RAILINGS AT ALL AREAS WHERE FALL PROTECTION IS REQUIRED.
8. ALL SIGNAGE SHALL COMPLY WITH THE STATE SUPPLEMENT TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.
9. ALL PAVEMENT MARKINGS AND STRIPING SHALL COMPLY WITH THE STATE DOT AND THE STATE SUPPLEMENT TO THE MANUAL OF
UNIFORM TRAFFIC CONTROL DEVICES.
a.LANE LINE: 6” WHITE
b.PARKING STALLS: 4” WHITE
c.STOP LINE: 24” WHITE
d. CROSSWALKS: TRANSVERSE LINES WITH DIAGONAL MARKINGS (GAP BETWEEN TRANSVERSE LINES SHALL BE 4') ALL PAINTED
WHITE.
e. HANDICAPPED STALLS: 4" YELLOW OUTLINE, WITH 4" BLUE INTERIOR AND BLUE HANDICAPPED SYMBOLS
10. BOLLARDS SHALL BE PLACED TO PROTECT GAS METER, ELECTRICAL AND TELEPHONE EQUIPMENT, AND DUMPSTER ENCLOSURE.
11. PROPOSED CURB TO BE 6" HIGH UNLESS OTHERWISE NOTED.
12. ALL LIGHT POLES TO BE LOCATED 2' FROM BACK OF CURB AS MEASURED FROM THE FACE OF POLE FOUNDATIONS, UNLESS
OTHERWISE NOTED ON PLANS.
CODED NOTES:
1. ADA ACCESSIBLE PARKING SPACE WITH SIGNAGE. REFER TO CONSTRUCTION DETAILS.
2. FLUSH CURB.
3. TRANSITION CURB FROM FLUSH TO FULL HEIGHT PER TAPER LENGTH NOTED IN PLAN.
4. PROPOSED PAVEMENT MARKINGS.
5. ASPHALT PAVEMENT, PER CONSTRUCTION DETAILS.
6. CONCRETE WALK, PER CONSTRUCTION DETAILS.
7. PROPOSED MONUMENT/PYLON SIGN, PER CONSTRUCTION DETAILS.
8. DUMPSTER & PAD. REFER TO ARCHITECTURAL PLANS FOR PAVEMENT AND ENCLOSURE DETAILS.
9. LIGHT POLE BASE, PER CONSTRUCTION DETAILS.
10. PROPOSED BIKE RACK, PER CONSTRUCTION DETAILS.
11. GENERAL CONTRACTOR TO PROVIDE A 1
1
2" CONDUIT FOR BELL RINGER HOSE.
12. BLACK DYED INTEGRAL CONCRETE.
13. CONDENSING UNIT. COORDINATE WITH MECHANICAL PLANS.
PROPOSED
CONCRETE CURB
PAVEMENT/WALK
BUILDING
LEGEND
EXISTING
REFER TO TITLE SHEET FOR
EXISTING FEATURES LEGEND
0
GRAPHIC SCALE (IN FEET)
20 20 40
W:\PROJECTS\VALVOLINE\754793-LAKEVILLE, MN (MN1703)\03-CIVIL\PLAN\PLOT SHEETS\754793_C40-SITE, 4/19/2018 11:29:08 AM, FLEISCHMANJTF
AS NOTED
SITE PLAN
C4.0
ADA PARKING SIGN
ASPHALT PAVEMENT
7
CONCRETE BOLLARD
PARKING SPACE COUNT
CONCRETE PAVEMENT/WALK
LIGHT POLE
I hereby certify that this plan, speci-
fication, or report was prepared by
me or under my direct supervision
and that I am a duly Licensed
Professional Engineer under the laws
of the State of Minnesota.
Print Name:
Signature:
Date:Registration No.
Jeffrey Alan Tibbitts
42586
Date
Drawing No.
Project No.
Scale
Checked
Drawn
Drawing Title
2018 CESO, INCc DateNo.Revisions/SubmissionsZDF
754793
03.20.2018
3601 RIGBY RD., STE. 300, MIAMISBURG, OH 45342
PHONE: (937) 435-8584 FAX: (888) 208-4826
03.20.2018VALVOLINE INSTANT OIL CHANGE16150 PILOT KNOB ROADLAKEVILLE, MN 55044ISSUED FOR BID / PERMITISSUED FOR OWNER REVIEW04.19.2018Minnesota'sOne Call-Center
CALL 811 or (800)252 1166-
(651)454 0002-
GOPHERSTATE O E AN C LL
This i ie e e ett mm na d v ry
GOPO T TESAHERNEALLC
FORTY-EIGHT (48) HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTORS SHALL NOTIFY
THE FOLLOWING AGENCIES: GOPHER STATE ONE CALL AT 811 OR (800) 252-1166 AND ALL OTHER
AGENCIES WHICH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE
NONMEMBERS OF GOPHER STATE ONE CALL.
BLACK INTEGRAL CONCRETE
PAVEMENT
04/19/2018
EXHIBIT F
S00-20-40E 196.00N
3
3
-
5
2
-
2
7
W
4
2
.
5
4
N8
3
-
3
4
-
5
1
W
4
8
9
.
2
6
(N00-07-20E)PROJECT BENCHMARK #2
EL: 948.22
R/W
R/W
R/W
R/W
R/W
R/W
R/W R/W
HY-VEE INC
PID: 22-71320-00-011
NO ADDRESS POSTED
0.9689 AC (42,205 SF)
W
W
RIM: 938.13
INV: 931.75
RIM: 935.54
INV: 932.94
15" HDPESTMSTMSTMECCCCCCC C C
RIGHT OF WAY RESERVE AREA
PER DOCUMENT NO. 3033791.
RESTRICTED ACCESS TO DAKOTA
COUNTY PER THE DAKOTA COUNTY
CONTIGUOUS PLAT ORDINANCE
35'
C
S89-25-05W 226.27
N89-25-05E 227.45
N00-41-32W 196.00(N89-53-13E)
10.94
VIOC
160TH ST
(1,620 SF)
DO NOT ENTER
CO
DS
DS
DS
DS
CO
DS
WWGGGGMSTMSTM STM
STM
STM
CO
CO
CO
STMWWW W WSTM
UGE UGE UGE
UG
E
U
G
E
UGT UGT UGT
U
G
T
U
G
T UGTUGTESTMSTMSTMSTM
STM
STM
CO
UGEUGESAN
SEE ENLARGED PLAN:
THIS SHEET
TC=945.06
BC=944.56
1
2
4
3
5
FG=943.60
FG=942.43
FG=942.72
TC=943.25
BC=942.75
TC=943.03
BC=942.53
TC=943.25
BC=942.75
TC=943.50
BC=943.00TC=944.00
BC=943.50
TC=944.22
BC=943.72
TC=944.20
BC=943.70
TC=944.24
BC=943.74
TC=944.50
BC=944.00
TC=944.28
BC=943.78
TC=944.50
BC=944.00
TC=945.49
BC=944.99
FG=942.63
FG=942.85
TC=943.62
BC=943.12
TC=945.63 ME
BC=945.13 ME
TC=946.12 ME
BC=945.62 ME
TC=945.50
BC=945.00
TC=944.50
BC=944.00
TC=944.69
BC=944.19 TC=943.50
BC=943.00
FFE = 944.50
TC=944.07
BC=943.57
944
944
943944940941TC=943.88
BC=943.38
TC=942.50
BC=942.00
108 LF @ 0.50%117 LF
@
0
.50%
7
3
L
F
@
0
.
5
0%
944
VIOC
160TH ST
(1,620 SF)
FG=944.40
FG=944.50
FG=944.50
FG=944.50
FG=944.50FG=944.50
FG=944.50
FG=944.50
FG=944.40
FG=944.40
FG=944.00
FG=944.00
FG=944.00
TC=944.40
BC=943.90
FG=944.40
TC=944.40
BC=943.90
TC=944.40
BC=943.90
10'10'
FG=944.40 FG=944.40
TC=944.40
BC=943.90
TC=944.40
BC=943.90
10'10'
FFE = 944.50
FG=944.40
TC=944.40
BC=943.90
TC=944.40
BC=943.90
TC=944.22
BC=943.72
944
TC=944.39
BC=943.89
944
-2.00%
-2.00%
320
STORM SEWER NOTES:
1. ALL STORM SEWER PIPES SHALL BE MANUFACTURED WITH INTEGRAL BELL AND SPIGOT
JOINTS INCLUDING A GASKET, SO AS TO PROVIDE A WATERTIGHT SEAL.
2.ALL STORM SEWER PIPES LESS THAN 12” DIAMETER SHALL BE PVC SDR 35 WATERTIGHT PIPE
CONFORMING TO ASTM SPECIFICATION D3034, UNLESS DENOTED OTHERWISE ON PLANS.
3.ALL STORM SEWER PIPES 12” DIAMETER AND GREATER SHALL BE HDPE N-12, WATERTIGHT
PIPE AS MANUFACTURED BY ADS, OR APPROVED EQUAL, UNLESS OTHERWISE NOTED ON
PLANS.
4. CONNECTIONS TO STRUCTURES SHALL BE MADE WATERTIGHT WITH NON-SHRINKIING AND
NON-CORROSIVE GROUT.
5. STORM PIPE SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED:
REINFORCED CONCRETE PIPE (RCP)(PER ASTM C-76 CLASS IV)
POLYVINYL CHLORIDE (PVC SDR 35)
HIGH DENSITY POLYETHYLENE PIPE (HDPE)
6. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM
INVERT IN TO INVERT OUT.
7. CONCRETE COLLARS ARE TO BE INSTALLED AROUND ALL STORM STRUCTURES.
8. ALL MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE
TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 3" ABOVE
FINISH GRADE.
9. ALL DOWNSPOUT DRAINS ARE TO HAVE A 1.00% MINIMUM SLOPE UNLESS OTHERWISE
NOTED.
10. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND
EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS.
11. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL
BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING
STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER.
12. ALL PROPOSED MODIFICATIONS TO EXISTING CATCH BASINS AND/OR MANHOLES SHALL BE IN
ACCORDANCE WITH STATE DOT STANDARDS AND SPECIFICATIONS.
ENLARGED PLAN: ACCESSIBLE PARKING AREA
1'' = 10'
GRADING PLAN NOTES:
1. ONLY VIRGIN MATERIALS SHALL BE USED UNLESS APPROVED IN WRITING BY A VALVOLINE
INSTANT OIL CHANGE REPRESENTATIVE.
2. ALL SITE WORK, MATERIALS OF CONSTRUCTION, AND CONSTRUCTION METHODS SHALL
COMPLY WITH LOCAL MUNICIPALITY, LOCAL COUNTY, AND STATE DEPARTMENT OF
TRANSPORTATION MATERIAL AND CONSTRUCTION SPECIFICATIONS.
3. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETERMINING ACTUAL LOCATIONS AND
ELEVATIONS OF ALL UTILITIES, INCLUDING SERVICES. PRIOR TO CONSTRUCTION, THE
CONTRACTOR SHALL CONTACT THE CONNECTICUT ONE CALL SYSTEM AT LEAST THREE (3)
WORKING DAYS BEFORE START OF WORK AND VERIFY ALL EXISTING UTILITY LOCATIONS.
4. ALL PIPES SHALL BE LAID ON STRAIGHT ALIGNMENTS AND EVEN GRADES USING A PIPE LASER
OR OTHER ACCURATE METHOD.
5.THE CONTRACTOR SHALL COMPACT PIPE BACKFILL IN MAX. 6” LOOSE LIFTS TO 95% OF THE
MAXIMUM DRY DENSITY PER ASTM D1557, ACCORDING TO THE PIPE BEDDING DETAILS.
TRENCH BOTTOM SHALL BE STABLE IN HIGH GROUNDWATER AREAS. A PIPE FOUNDATION
SHALL BE USED IN AREAS OF ROCK EXCAVATION.
6. CONTRACTOR SHALL PROVIDE ALL BENDS, FITTINGS, ADAPTERS, ETC., AS REQUIRED FOR
PIPE CONNECTIONS TO BUILDING/CANOPY STUB-OUTS, INCLUDING ROOF/FOOTING DRAIN
CONNECTIONS TO ROOF LEADERS AND TO STORM DRAINAGE SYSTEM.
7. TOPSOIL SHALL BE STRIPPED AND STOCKPILED FOR USE IN FINAL LANDSCAPING.
8. MANHOLE RIMS AND STORM INLET GRATES SHALL BE SET TO ELEVATIONS SHOWN. SET ALL
EXISTING MANHOLE FRAMES AND COVERS, STORM INLET GRATES, VALVE BOXES, ETC., TO BE
RAISED OR LOWERED, TO PROPOSED FINISHED GRADE, FLUSH WITH THE ADJACENT GRADE.
9. UNDERDRAINS MAY BE ADDED, IF DETERMINED NECESSARY BY THE ENGINEER OR
CONSTRUCTION MANAGER, AFTER SUBGRADE IS ROUGH GRADED.
10. ALL EXISTING TOPOGRAPHICAL FEATURES (SPOT
ELEVATIONS, CONTOURS, INVERTS, ETC.) CAN HAVE A TOLERANCE DIFFERENCE
OF 6”+/- DEPENDING ON FIELD CONDITIONS AT THE TIME OF THE FIELD
SURVEY. CONTRACTOR TO VERIFY ALL EXISTING TOPOGRAPHICAL FEATURES PRIOR TO
CONSTRUCTION, AND ADVISE OWNER OF ANY DISCREPANCIES.
11. THE CONTRACTOR SHALL RESTORE ANY STRUCTURE, PIPE, UTILITY, PAVEMENT, CURBS,
SIDEWALKS, LANDSCAPED AREAS, ETC. DISTURBED DURING CONSTRUCTION TO THE
ORIGINAL CONDITION OR BETTER.
12. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF MATERIALS AND STRUCTURES TO THE
CONSTRUCTION MANAGER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION.
13. THE CONTRACTOR SHALL PRESERVE EXISTING VEGETATION WHERE POSSIBLE AND/OR AS
NOTED ON DRAWINGS. REFER TO EROSION AND SEDIMENTATION PLAN FOR LIMIT OF
DISTURBANCE AND NOTES.
14.THE CONTRACTOR SHALL COMPACT FILL IN 6” MAXIMUM LIFTS UNDER ALL
PARKING, BUILDING, AND DRIVE AREAS TO 95% OF THE MAXIMUM DRY DENSITY AS
DETERMINED BY ASTM D1557 (MODIFIED PROCTOR TEST), OR AS DIRECTED BY THE
GEOTECHNICAL ENGINEER.
15. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ALL RUBBISH,
TRASH, DEBRIS, AND ORGANIC MATERIAL IN A LAWFUL MANNER.
16. THE CONTRACTOR SHALL BE ADVISED THAT ALL EXCAVATION IS CONSIDERED UNCLASSIFIED
AND THAT IT SHALL BE RESPONSIBLE FOR ALL MEANS, METHODS, AND MATERIALS OF
CONSTRUCTION TO COMPLETE CONSTRUCTION AS DESIGNED. ADDITIONALLY, THE
CONTRACTOR SHALL BE RESPONSIBLE FOR THE OFF SITE DISPOSAL OF ANY AND ALL EXCESS
OR UNSUITABLE MATERIAL UNABLE TO BE PLACED ON SITE AND THE IMPORTATION OF ANY
BORROW MATERIAL NECESSARY TO COMPLETE THE JOB.
17. ALL EXCAVATION AND GRADING CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE
WITH THE GEOTECHNICAL ENGINEERING REPORT.
18. SITE GRADING SHALL BE PERFORMED TO PROVIDE POSITIVE DRAINAGE TO STORM INLETS
AND TO PRECLUDE THE PONDING OF WATER ON SITE.
19. VERIFY REQUIRED SPOT ELEVATIONS/GRADING IN THE VICINITY OF THE BUILDINGS WITH THE
ARCHITECTURAL PLANS.
20. ALL ACCESSIBLE PARKING SPACES TO HAVE A MAXIMUM SLOPE OF 2% IN ANY DIRECTION.
21. ALL SIDEWALKS, PATIO AREAS, AND ACCESSIBLE ROUTES TO THE BUILDING ARE TO HAVE A
MAXIMUM CROSS SLOPE OF 2% AND A MAXIMUM LONGITUDINAL SLOPE OF 5%, UNLESS IN AN
APPROVED ADA RAMP.
22. CONTRACTOR TO FIELD VERIFY PROPOSED AND EXISTING GRADES, SLOPES, ETC., FOR
PROPOSED ACCESSIBLE PARKING AREAS, RAMPS, ETC., WITH ARCHITECT, PRIOR TO
CONSTRUCTION.
23. LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE TAKEN FROM FIELD OBSERVATION,
UTILITY MAPS, ETC., AND ARE NOT ASSUMED TO BE ACCURATE. PRIOR TO ANY
CONSTRUCTION ACTIVITIES, CONTRACTOR TO DIG TEST PITS AT ALL PROPOSED UTILITY
CROSSINGS, TO VERIFY LOCATION, DEPTH, SIZE, ETC. OF EXISTING UNDERGROUND UTILITIES,
AND CONFIRM NEW UTILITY LINES CAN BE INSTALLED AS PROPOSED. ADVISE VALVOLINE
CONSTRUCTION MANAGER IMMEDIATELY OF ANY CONFLICTS OR DISCREPANCIES.
SLOPE ARROW
TOP OF CURB ELEV.
BOTTOM OF CURB ELEV.
TC=XXX.XX
BC=XXX.XX
X.XX%
REFER TO TITLE SHEET FOR
EXISTING FEATURES LEGEND
MAJOR CONTOUR
MINOR CONTOUR
BUILDING
PROPOSED
FG=XXX.XX
LEGEND
EXISTING
MATCH EXISTING ELEVATION(M.E.)
BOTTOM OF CURB
TOP OF CURB
FINISHED GRADE
CLEAN OUT
FINISHED GRADE ELEVATION
CO
DOWNSPOUT CONNECTIONDS
STORM SEWERSTM
322
BC
TC
FG
NOTE:
SITE STORMWATER DRAINS TO EXISTING STORMWATER POND INSTALLED BY HY-VEE STORE.W:\PROJECTS\VALVOLINE\754793-LAKEVILLE, MN (MN1703)\03-CIVIL\PLAN\PLOT SHEETS\754793_C50-GRAD, FLEISCHMANJTF
AS NOTED
GRADING PLAN
C5.0
Minnesota'sOne Call-Center
CALL 811 or (800)252 1166-
(651)454 0002-
GOPHERSTATE O E AN C LL
This i ie e e ett mm na d v ry
GOPO T TESAHERNEALLC
FORTY-EIGHT (48) HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTORS SHALL NOTIFY
THE FOLLOWING AGENCIES: GOPHER STATE ONE CALL AT 811 OR (800) 252-1166 AND ALL OTHER
AGENCIES WHICH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE
NONMEMBERS OF GOPHER STATE ONE CALL.
0
GRAPHIC SCALE (IN FEET)
20 20 40
I hereby certify that this plan, speci-
fication, or report was prepared by
me or under my direct supervision
and that I am a duly Licensed
Professional Engineer under the laws
of the State of Minnesota.
Print Name:
Signature:
Date:Registration No.
Jeffrey Alan Tibbitts
42586
Date
Drawing No.
Project No.
Scale
Checked
Drawn
Drawing Title
2018 CESO, INCc DateNo.Revisions/SubmissionsZDF
754793
03.20.2018
3601 RIGBY RD., STE. 300, MIAMISBURG, OH 45342
PHONE: (937) 435-8584 FAX: (888) 208-4826
03.20.2018VALVOLINE INSTANT OIL CHANGE16150 PILOT KNOB ROADLAKEVILLE, MN 55044ISSUED FOR BID / PERMITISSUED FOR OWNER REVIEW04.19.2018STORM STRUCTURE SCHEDULE
# STRUCTURE RIM ELEV. PIPE INVERT
1 EXISTING MANHOLE N/A INV 12" (NW) 937.71
INV 15" (S) 933.30
2 CURB INLET 942.00
INV 12" (N) 938.17
INV 12" (W) 938.17
INV 12" (S) 938.07
3 CATCH BASIN 943.25 INV 12" (SE) 938.75
4 CURB INLET 943.38 INV 12" (E) 938.71
5
MANHOLE WITH SUMP PUMP
(FOR FOUNDATION DRAIN,
SEE SHEETS P-1 & P-3 FOR
DETAILS)
944.40
4" FOUNDATION DRAIN
INV= 934.50, 2" FORCE
LINE INV=942.00 04/19/2018
EXHIBIT G
VIOC
160TH ST
(1,620 SF)
DO NOT ENTER
CO
DS
DS
DS
DS
CO
DS
WWGGGGMSTMSTM STM
STM
STM
CO
CO
CO
STMSTMSTMSTMSTMG
G
G
G
G
G
G
WWWWWWW W WSTM
STMSTMSTMSTMUGE UGE UGE
UG
E
U
G
E
UGT UGT UGT
U
G
T
U
G
T UGTUGTESTMSTMSTMSTM
STM
STM
CO
UGEUGEUGESAN S00-20-48E 184.63S00-20-40E 196.00C.S.A.H. NO. 46 (160TH STREET)
(DAKOTA COUNTY ROAD RIGHT OF WAY MAP NO. 265A)
N
3
3
-
5
2
-
2
7
W
4
2
.
5
4
S42-50
-
3
0
W
2
9
8
.
3
5
N8
3
-
3
4
-
5
1
W
4
8
9
.
2
6 (N00-07-20E 184.63)(N00-07-20E)PROJECT BENCHMARK #1
PROJECT BENCHMARK #2
EL: 948.22
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W R/W R/W
R/W R/W
HY-VEE INC
PID: 22-71320-00-011
NO ADDRESS POSTED
0.9689 AC (42,205 SF)
RIM: 938.38
INV: 931.38
6" PVC
WW
W
6" PVC
RIM: 938.13
INV: 931.75
RIM: 935.54
INV: 932.94
RIM: 936.68
INV: 929.53
15
"
HDPE15" HDPESTMSTMSTMSTMSTMECCCCCCC C C C C
RIGHT OF WAY RESERVE AREA
PER DOCUMENT NO. 3033791.
RESTRICTED ACCESS TO DAKOTA
COUNTY PER THE DAKOTA COUNTY
CONTIGUOUS PLAT ORDINANCE
35'
PETSMART
CONCRETE BLOCK BUILDING
C
(DAKOTA COUNTY ROAD
RIGHT OF WAY MAP NO. 264)
S89-25-05W 226.27
N89-25-05E 227.45
N00-41-32W 196.00(N89-53-13E)
10.94
50' UTILITY EASEMENT
30' ACCESS EASEMENT
1
2
3
3
4
5
5
PROPOSED 15" STORM
SEWER AND STORM
MANHOLE BY OTHERS
LOCATION OF EX. GAS MAIN IS
APPROXIMATE. CONTRACTOR
SHALL LOCATE PRIOR TO
BEGINNING ANY WORK
1
2
PROPOSED
STORM SEWERSTM
SANITARY SEWERSAN
DOMESTIC WATER SERVICEW
GAS SERVICEG
UNDERGROUND ELEC. LINEUGE
UNDERGROUND TEL. LINEUGT
LEGEND
EXISTING
REFER TO TITLE SHEET FOR
EXISTING FEATURES LEGEND
BUILDING
OPEN CUT W/ FULL DEPTH
PAVEMENT REPLACEMENT
CLEAN OUTCO
M
E
METER
ELECTRIC TRANSFORMER
CAP EXISTING UTILITY
ABANDON EXISTING UTILITY(ABD)W:\PROJECTS\VALVOLINE\754793-LAKEVILLE, MN (MN1703)\03-CIVIL\PLAN\PLOT SHEETS\754793_C60-UTIL, FLEISCHMANJTF
AS NOTED
UTILITY PLAN
C6.0
GENERAL UTILITY NOTES:
1. COORDINATE ALL SITE UTILITY WORK WITH THE MECHANICAL AND ELECTRICAL DRAWINGS.
2. THE LOCATIONS OF UNDERGROUND FACILITIES SHOWN ON THESE PLANS ARE BASED ON FIELD SURVEYS, AS-BUILT PLANS, AND LOCAL
UTILITY COMPANY RECORDS. IT SHALL BE THE CONTRACTOR'S FULL RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES
TO LOCATE THEIR FACILITIES PRIOR TO STARTING CONSTRUCTION. NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE
CONTRACTOR FOR DAMAGE AND REPAIR TO THESE FACILITIES CAUSED BY CONTRACTOR'S WORK FORCE.
3. CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL FEES ASSOCIATED WITH PERMITS REQUIRED TO PERFORM THE
WORK PROPOSED ON THESE PLAN (I.E. TAPPING, INSPECTION, ETC.).
4. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES.
5. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE.
6. SANITARY AND WATER LINE SHALL BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE
OF PIPE TO OUTSIDE EDGE OF PIPE.)
7. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING.
8. RIMS OF EXISTING STRUCTURES SHALL BE RAISED OR LOWERED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS
WITH WATER TIGHT LIDS.
9. DRAWINGS DO NOT PURPORT TO SHOW ALL EXISTING UTILITIES. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO
INSTALLATION OF ANY NEW LINES.
10. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE LOCAL AUTHORITIES WITH REGARDS TO MATERIALS
AND INSTALLATION OF THE WATER AND SEWER LINES.
11. CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST STANDARDS OF OSHA DIRECTIVES OR ANY OTHER AGENCY
HAVING JURISDICTION.
12. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE
PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICE.
13. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS.
14. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND SPECIFICATIONS FOR ACTUAL LOCATION OF ALL UTILITY ENTRANCES TO
INCLUDE SANITARY SEWER LATERALS, DOMESTIC AND FIRE PROTECTION WATER SERVICE, ELECTRICAL, TELEPHONE, AND GAS SERVICE.
15. CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES, IN SUCH A MANNER AS TO AVOID CONFLICTS, AS WELL AS
COORDINATING WITH THE AUTHORITY HAVING JURISDICTION UTILITY REQUIREMENTS AS TO ASSURE PROPER LOCATION AND
SCHEDULING FOR TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO EXISTING UTILITIES.
16. THE CONTRACTOR SHALL CONDUCT ALL REQUIRED TESTS TO THE SATISFACTION OF THE RESPECTIVE UTILITY COMPANIES AND THE
OWNER'S INSPECTING AUTHORITIES.
WATER NOTES:
1.WATER SERVICE MATERIAL LARGER THAN 2” SHALL BE DUCTILE IRON IN CONFORMANCE WITH ANSI A21.51 (AWWA C151) DUCTILE IRON
PIPE, CENTRIFUGALLY CAST IN METAL MOLDS OR SAND LINED MOLDS, FOR WATER OR OTHER LIQUIDS AND ANSI A21.50 (AWWA C150)
THICKNESS DESIGN OF IRON PIPE. ALL SERVICE LINES 2” OR LESS SHALL BE COPPER TYPE K. SIZE TO BE AS NOTED IN PLAN
VIEW. SERVICE CONNECTION TO HAVE MINIMUM COVER OF 60” COVER.
2. ALL FITTINGS SHALL BE DUCTILE IRON IN CONFORMANCE WITH AWWA C110 OR AWWA C153. ALL FITTINGS SHALL BE RATED FOR 350
PSI WORKING PRESSURE, HAVE MECHANICAL JOINTS AND BE COATED AND CEMENT MORTAR LINED IN ACCORDANCE WITH AWWA
C104. ALL BOLTS AND NUTS SHALL BE COR-TEN.
3. WATER LINE SHALL HAVE A MINIMUM BURY DEPTH OF 4'.
4. A SEPARATE GATE VALVE, THE SAME SIZE AS THE METER CONNECTIONS, SHALL BE PLACED ON THE SERVICE PIPE ON BOTH SIDES OF
THE METER. SUCH VALVES SHALL BE EQUAL IN QUALITY TO THE SERVICE COCK.
SANITARY SEWER NOTES:
1. ALL SANITARY SEWERS SHALL BE PVC, SDR 35 MATERIAL, CONFORMING TO ASTM SPECIFICATION D3034 WITH 3/4IN STONE BEDDING.
2. PVC PIPE SHALL HAVE AN INTEGRAL BELL AND JOINTS SHALL BE PREMIUM GASKETED JOINTS MEETING THE REQUIREMENTS OF ASTM
D3212 TO PROVIDE A WATERTIGHT SEAL AND SHALL BE MADE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.
STORM SEWER NOTES:
1. SEE GRADING PLAN FOR STORM SEWER NOTES.
WATER METER
1. ELECTRIC SERVICE. CONTRACTOR TO COORDINATE WITH POWER COMPANY FOR CONNECTION
2. TELEPHONE SERVICE. CONTRACTOR TO COORDINATE WITH POWER COMPANY FOR CONNECTION.
3. 1.5" WATER SERVICE LINE PER DAKOTA COUNTY AND PROVIDER REQUIREMENTS. CONTRACTOR TO
COORDINATE WITH SERVICE PROVIDER FOR CONNECTION.
4. GAS SERVICE. CONTRACTOR TO COORDINATE WITH GAS COMPANY FOR CONNECTION.
5. SANITARY SERVICE LINE PER DAKOTA COUNTY REQUIREMENTS. CONTRACTOR TO INSTALL SERVICE
PER COUNTY REGULATIONS AND SPECIFICATIONS.
6. PROPOSED 1.5" WATER METER PER DAKOTA COUNTY REQUIREMENTS. CONTRACTOR TO INSTALL PER
COUNTY REGULATIONS AND REQUIREMENTS.
CODED NOTES:
I hereby certify that this plan, speci-
fication, or report was prepared by
me or under my direct supervision
and that I am a duly Licensed
Professional Engineer under the laws
of the State of Minnesota.
Print Name:
Signature:
Date:Registration No.
Jeffrey Alan Tibbitts
42586
Date
Drawing No.
Project No.
Scale
Checked
Drawn
Drawing Title
2018 CESO, INCc DateNo.Revisions/SubmissionsZDF
754793
03.20.2018
3601 RIGBY RD., STE. 300, MIAMISBURG, OH 45342
PHONE: (937) 435-8584 FAX: (888) 208-4826
03.20.2018VALVOLINE INSTANT OIL CHANGE16150 PILOT KNOB ROADLAKEVILLE, MN 55044ISSUED FOR BID / PERMITISSUED FOR OWNER REVIEW04.19.2018Minnesota'sOne Call-Center
CALL 811 or (800)252 1166-
(651)454 0002-
GOPHERSTATE O E AN C LL
This i ie e e ett mm na d v ry
GOPO T TESAHERNEALLC
FORTY-EIGHT (48) HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTORS SHALL NOTIFY
THE FOLLOWING AGENCIES: GOPHER STATE ONE CALL AT 811 OR (800) 252-1166 AND ALL OTHER
AGENCIES WHICH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE
NONMEMBERS OF GOPHER STATE ONE CALL.
0
GRAPHIC SCALE (IN FEET)
20 20 40
04/19/2018
EXHIBIT H
04/19/2018EXHIBIT I
VIOC
160TH ST
(1,620 SF)
DO NOT ENTER
CO
DS
DS
DS
DS
CO
DS
WWGGGMSTMSTM STM
STM
S
TM
CO
CO
CO
STMWWW W WSTM
UGE UGE UGE
UG
E
U
G
E
UGT UGT UGT
U
G
T
U
G
T UGTUGTESTMSTMSTMSTM
STM
STM
CO
UGEUGESAN S00-20-40E 196.00N
3
3
-
5
2
-
2
7
W
4
2
.
5
4
S42-50
-
3
0
W
2
9
8
.
3
5
N8
3
-
3
4
-
5
1
W
4
8
9
.
2
6
(N00-07-20E)R/W
R/W
R/W
R/W
R/W
R/W
R/W R/W R/W
R/W
HY-VEE INC
PID: 22-71320-00-011
NO ADDRESS POSTED
0.9689 AC (42,205 SF)
RIM: 938.38
INV: 931.38
6" PVC
WW
W
6" PVC
RIM: 938.13
INV: 931.75
RIM: 935.54
INV: 932.94
15" HDPESTMSTMSTMSTMECCCCCCC C C C C
RIGHT OF WAY RESERVE AREA
PER DOCUMENT NO. 3033791.
RESTRICTED ACCESS TO DAKOTA
COUNTY PER THE DAKOTA COUNTY
CONTIGUOUS PLAT ORDINANCE
35'
PETSMART
CONCRETE BLOCK BUILDING
C
S89-25-05W 226.27
N89-25-05E 227.45
N00-41-32W 196.00(N89-53-13E)
10.94
50' UTILITY EASEMENT
30' ACCESS EASEMENT
SF4
MH: 25
SF4
MH: 25
SF4
MH: 25
SF4
MH: 25
EWNB
MH: 10
EWNB
MH: 10 EWNB
MH: 10
0.00.00.00.10.10.10.20.30.40.61.00.70.81.01.10.90.71.00.80.60.40.30.2
0.1
0.2
0.2
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.2 0.3
0.2 0.4 0.6 0.9 1.2 1.6 1.6 2.1 1.7 1.4 2.0 1.7 1.4 1.3 0.8 0.6
0.2 0.5 0.9 1.3 1.8 2.1 2.6 2.8 3.1 2.8 2.9 2.6 2.1 1.6 1.1 0.8 0.6
0.3 0.7 1.2 1.5 2.3 2.5 2.9 3.3 2.9 3.0 3.0 2.9 2.2 1.6 1.4 1.1
1.7 2.7 3.0 2.8 3.1 2.6 1.9 1.7 1.8 1.5
2.2 2.8 2.8 2.7 2.4 2.1 2.0 2.2 2.5 1.8
1.5 3.1 2.6 2.3 2.0 2.0 2.5 2.9 3.0 2.1
1.8 3.7 3.0 2.4 1.9 2.0 2.7 2.6 2.8 2.4
2.8 4.2 4.7 2.3 1.7 2.0 2.6 2.5 2.8 1.5
2.7 6.9 2.6 2.7 2.6 2.4
2.7 5.6 2.0 2.6 2.8 1.9
2.0 3.5 1.6 1.9 2.3 1.7
1.3 1.7 1.6 1.6 1.6 1.5
1.1 2.3 5.2 2.6 2.2 2.0 1.5 1.3 1.1
0.9 1.6 3.1 3.0 2.7 2.5 1.8 1.2 0.9
0.6 1.0 1.5 2.0 2.5 3.0 2.6 2.7 2.5 2.7 2.1 1.3 0.9
0.6 0.9 1.4 1.7 2.0 2.5 1.7 2.5 1.9 1.6 1.3
2.6 1.9 1.7
2.1
2.0
2.0
2.0
6.8 4.4 3.8 3.5 2.0 1.5 1.9
4.0 1.5
3.4 1.4
1.8 1.6
2.5 2.4
2.4 2.5
Luminaire Schedule
Symbol Qty Label Arrangement Total Lamp LumensLLF Description
3 EWNB SINGLE N.A.1.000 1-EWNB0A47301NBLCKD mounted at 10ft
4 SF4 SINGLE N.A.0.855 1-EALP012F4AF750NDD1BLCKF mounted at 25ft
Calculation Summary
Label CalcType Units Avg Max Min Avg/Min Max/Min
Horz Spill @ Prop Line Illuminance Fc 0.19 1.1 0.0 N.A.N.A.
Pavement Area Illuminance Fc 2.07 6.9 0.2 10.35 34.50
Sidewalk Area Illuminance Fc 2.57 6.8 1.4 1.84 4.86
0
GRAPHIC SCALE (IN FEET)
20 20 40
W:\PROJECTS\VALVOLINE\754793-LAKEVILLE, MN (MN1703)\03-CIVIL\PLAN\PLOT SHEETS\754793_C80-LIGHT, FLEISCHMANJJL
AS NOTED
PHOTOMETRIC
PLAN
C8.0
I hereby certify that this plan, speci-
fication, or report was prepared by
me or under my direct supervision
and that I am a duly Licensed
Professional Engineer under the laws
of the State of Minnesota.
Print Name:
Signature:
Date:Registration No.
Jeffrey Alan Tibbitts
42586
Date
Drawing No.
Project No.
Scale
Checked
Drawn
Drawing Title
2018 CESO, INCc DateNo.Revisions/SubmissionsZDF
754793
03.20.2018
3601 RIGBY RD., STE. 300, MIAMISBURG, OH 45342
PHONE: (937) 435-8584 FAX: (888) 208-4826
03.20.2018VALVOLINE INSTANT OIL CHANGE16150 PILOT KNOB ROADLAKEVILLE, MN 55044ISSUED FOR BID / PERMITISSUED FOR OWNER REVIEW04.19.2018Minnesota'sOne Call-Center
CALL 811 or (800)252 1166-
(651)454 0002-
GOPHERSTATE O E AN C LL
This i ie e e ett mm na d v ry
GOPO T TESAHERNEALLC
FORTY-EIGHT (48) HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTORS SHALL NOTIFY
THE FOLLOWING AGENCIES: GOPHER STATE ONE CALL AT 811 OR (800) 252-1166 AND ALL OTHER
AGENCIES WHICH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE
NONMEMBERS OF GOPHER STATE ONE CALL.
04/19/2018
EXHIBIT J
UP31'-0"
11'-10"2'-5"13'-10"11"6"1'-0"1'-0"53'-8"37'-712"10'-812"2'-5"6"11"2'-5"1'-0"1'-0"8'-1014"1'-0"7'-1012"34'-1114"1'-0"13'-9"
15 TREADS @ 11" EA.
29'-0"
31'-0"
1'-0"1'-0"
5'-11"
4'-0"
CLEAR
5'-91
2"1'-1012"9'-91
2"3'-0"6"6"3'-934"12'-11"3"1'-6"3A-42A-41A-41A-42A-4Application of GRACE Liquid MembraneNOTE: THE ABOVE IS WITHIN GRACE MANUFACTURINGWARRANTY SPECIFICATIONS. THIS DETAIL IN NO WAYRELIEVES THE CONTRACTOR FROM FOLLOWING ALLMANUFACTURER SPECIFICATIONS.- ALL SURFACES MUST BE FREE FROM DIRT, GREASE, DUST, CONCRETE GROUT, OR OTHERCONTAMINANTS.- BITUTHENE LIQUID MAY BE APPLIED AT TEMPERATURES ABOVE 26° F3A-4LUBE PITBULK OIL201203206200204205102104703103THIS DRAWING DEPICTS MANUFACTURER'S STANDARDWATERPROOFING DETAILS. REFER TO DRAWINGS HEREINFOR SPECIFIC FOUNDATION CONSTRUCTION.4A-44 A-4300704A201BREAKAREACHANGINGROOM2334566777789101101102104104201204205300300300800800AA-7.1BA-7.1CA-7.1DA-7.1EA-7.1FA-7.1D1312310500708121'-6"1'-6"1'-11"1'2"2"11
2"903STAIR LOWER LEVEL3'-1"3'-6"
65 8"±
11
2"11"218"218"11"1'41
8"
1034"1'-118"11"115
16"678"212"1'2'-10"
314"3 12"3'-0"
3'-6"513114'-2" OPENING1001001110DateDrawing No.Project No.ScaleCheckedDrawnDrawing Title2018 CESO, INCcDateNo.Revisions/Submissions
ISSUED FOR OWNER REVIEW 3.20.18BWHVALVOLINE INSTANT OIL CHANGE
16150 PILOT KNOB ROAD
LAKEVILLE, MN 55044754793.014.05.18175 MONTROSE WEST AVE., SUITE 400, COPLEY, OH 44321PHONE: (330) 665-0660 FAX: (888) 208-4826
ISSUED FOR BID / PERMIT 4.05.18
W:\PROJECTS\VALVOLINE\754793-LAKEVILLE, MN (MN1703)\02-BLDG\PLAN\DWG\793_A1, 5/21/2018 4:01:19 PM, RIHA
CESOAS NOTEDLOWER FLOORPLANA-1EXHIBIT K
2'-0"TYP.2'-0"TYP.3'-11"11"7"5'-0"3'-1012"4'-612"DOWN5'-0" OR PERCIVIL DRAWINGS(BLACK CONC.)7'-1"5'-112"312"11"4'-0"512"11"1'-912"14'-4"3'-412"3'-712"10'-0"3'-4"10'-0"9'-0"4'-0"53'-8"312"1'-8"312"20'-712"11"312"2'-112"312"1'-7"3"31'-0"1'-912"312"11"9'-0"10'-0"3'-4"10'-0"2'-5"10'-812"2'-5"512"1'-6"512"6'-312"512"1'-6"512"54'-2"51
2"1'-6"
1'-111
2"
6"51
2"91
2"
31
2"
11"2'-5"
31'-6"2'-012"6'-1"712"5'-10"512"4'-0" OR PERCIVIL DRAWINGS5'-0" OR PERCIVIL DRAWINGS(BLACK CONC.)
4'-6" OR PER
CIVIL DRAWINGS 2" TYP.8" TYP
6'-5"5'-101
2"8'-5"
6"
1'-6"
31
2"
101
2"
1'-7"
31
2"11
2"
3'-7"
81
2"WAITING AREAUNISEXRESTROOMMECHANICALROOMBAY 1BAY 2STORAGEAREAOFFICESTORAGEROOM13'-9"
15 TREADS @ 11" EA.3'-10"5'-0"17'-8"2'-912"3'-11"3'-2"12'-5"10'-2"3'-2"14'-0"8'-9"3"1'-4"3"
1'-4"3"1'-4"3"1'-4"512"512"512"512"512"51
2"51
2"
10"DRUMTRANSFERSTATIONEQ.EQ.REMARKSFINISHITEMBOTTOMHEIGHTWAINSCOTHEIGHTFULLREMARKSSTRUCTUREEXPOSEDCEILING /WALLSBASEFLOORROOMTOPNOTES:D2D3D4D5AFD3091A-33A-34A-32A-37037047053053023A-42A-41A-41A-42A-43A-44A-44 A-4A-7BADCHA-7.1IA-7.1JA-7.1KA-7.1LA-7.1A-7FEHGA-7JILKA-7NMPOD8D7D9D10D11D14D15D12D13D6FDFDFDBCD601601600600600800501902504504303302403403TYP.TYP.8008007007027017067075025038014004023063009049044044051A-4.12A-4.1SIM.300307SIM.OH.SIM.SIM.SIM.311703704A7A-7100406GA-7.1FD100301405405901403902906DateDrawing No.Project No.ScaleCheckedDrawnDrawing Title2018 CESO, INCcDateNo.Revisions/Submissions
ISSUED FOR OWNER REVIEW 3.20.18BWHVALVOLINE INSTANT OIL CHANGE
16150 PILOT KNOB ROAD
LAKEVILLE, MN 55044754793.014.05.18175 MONTROSE WEST AVE., SUITE 400, COPLEY, OH 44321PHONE: (330) 665-0660FAX: (888) 208-4826ISSUED FOR BID / PERMIT 4.05.18
W:\PROJECTS\VALVOLINE\754793-LAKEVILLE, MN (MN1703)\02-BLDG\PLAN\DWG\793_A2, 5/21/2018 4:01:28 PM, RICHARD
CESOAS NOTEDUPPER FLOORPLANA-2
4'-0"4'-0"4'-538"1'-0"
4'-0"3'-113
4"4'-55
8"1"TYP.4'-0"4'-0"4'-53
8"1'-0"
1'-0"M A-6.11"TYP.4'-0"4'-0"4'-53
8"1'-0"1"TYP.12'-0"6006016026036041'-6"12'-312"7'-812"600600602601604EQ.EQ.6'-10"
EQ.EQ.
EQ.EQ.
7'-10"
10'-4"
7'-10"
10'-4"
10'-6"
12'-4"EQEQDateDrawing No.Project No.ScaleCheckedDrawnDrawing Title2018 CESO, INCcDateNo.Revisions/Submissions
ISSUED FOR OWNER REVIEW 3.20.18BWHVALVOLINE INSTANT OIL CHANGE
16150 PILOT KNOB ROAD
LAKEVILLE, MN 55044754793.014.05.18175 MONTROSE WEST AVE., SUITE 400, COPLEY, OH 44321PHONE: (330) 665-0660 FAX: (888) 208-4826
ISSUED FOR BID / PERMIT 4.05.18
W:\PROJECTS\VALVOLINE\754793-LAKEVILLE, MN (MN1703)\02-BLDG\PLAN\DWG\793_A3, 5/21/2018 4:01:37 PM, RICHARD
CESOAS NOTEDEXTERIORELEVATIONSA-3EXHIBIT L
1'-812"31
2"
6"8'-31
2"63
8"1"11'-318"1'-1"4'-51
2"1"412"1"1"1'-812"1"1"11
2"
1
2"
EQ EQEQ
EQ63
8"
3'-117
8"4'-0"
31
2"
6"8'-31
2"
EQ2'-2"1'-1"4'-53
8"1"412"1"11
2"
1
2"
4'-0"4'-0"1'-812"1"14'-438"1"1'-812"1"1"EQ
2'-2"10'-238"EQEQ
EQ EQEQEQ
63
8"14'-438"1'-812"1"1"1'-812"1"1"4'-134"2'-2"2'-2"10'-238"1'-812"63
8"1"11'-318"1"1'-812"1"1"4'-13
4"5'-858"DateDrawing No.Project No.ScaleCheckedDrawnDrawing Title2018 CESO, INCcDateNo.Revisions/Submissions
ISSUED FOR OWNER REVIEW 3.20.18BWHVALVOLINE INSTANT OIL CHANGE
16150 PILOT KNOB ROAD
LAKEVILLE, MN 55044754793.014.05.18175 MONTROSE WEST AVE., SUITE 400, COPLEY, OH 44321PHONE: (330) 665-0660FAX: (888) 208-4826ISSUED FOR BID / PERMIT 4.05.18
W:\PROJECTS\VALVOLINE\754793-LAKEVILLE, MN (MN1703)\02-BLDG\PLAN\DWG\793_A3-1, 5/21/2018 4:01:47 PM, RICHARD
CESOAS NOTEDTOWERDETAILSA-3.1
1A-108A-1018'-0"12"10'-4"11'-4"9"2'-0"12"8'-0"4'-0"2'-0"12"5A-108A-104A-101A-109A-102'-8"
6'-8"4"5A-104A-1017'-4"7'-0"6'-6"5"8'-3"8'-3"1"3'-0"TYP.1'-0"8"2'-8"4'-0"TO TOP OF EIFS6'-8"3'-0"LINE OF FOOTER
5'-10"1'-6"8"1A-108A-106'-6"1'-6"3'-6"3A-10±5"
V.I.F.6"5'-6"6"2A-10EQUALEQUAL
3'-6"
2'-0" @ DUMPSTER ENCLOSURE
6A-103'-6''
3'-3" @ DUMPSTER ENCLOSURE
3"6"7A-103A-102"10A-1011A-1040"10"10A-10DateDrawing No.Project No.ScaleCheckedDrawnDrawing Title2018 CESO, INCcDateNo.Revisions/Submissions
ISSUED FOR OWNER REVIEW 3.20.18BWHVALVOLINE INSTANT OIL CHANGE
16150 PILOT KNOB ROAD
LAKEVILLE, MN 55044754793.014.05.18175 MONTROSE WEST AVE., SUITE 400, COPLEY, OH 44321PHONE: (330) 665-0660 FAX: (888) 208-4826
ISSUED FOR BID / PERMIT 4.05.18
W:\PROJECTS\VALVOLINE\754793-LAKEVILLE, MN (MN1703)\02-BLDG\PLAN\DWG\793_A10, 5/21/2018 4:07:32 PM, RICHARD
CESOAS NOTEDDUMPSTERENCLOSUREA-10EXHIBIT M
City of Lakeville
Public Works – Engineering Division
Memorandum
To: Daryl Morey, Planning Director
From: Alex Jordan, Assistant City Engineer
McKenzie L. Cafferty, Environmental Resources Manager
John Hennen, Parks and Recreation Director
Copy: Zach Johnson, City Engineer
Jerilyn Erickson, Finance Director
Gene Abbott, Building Official
Dave Olson, Community and Economic Development Director
Date: May 24, 2018
Subject: Spirit of Brandtjen Farm Commercial 6th Addition
• Preliminary and Final Plat Review
• Grading and Erosion Control Plan Review
• Utility Plan Review
• Site Plan Review
• Easement Vacation
BBAACCKKGGRROOUUNNDD
Cushman Wakefield, on behalf of Valvoline Instant Oil Change, has submitted a preliminary
and final plat named Spirit of Brandtjen Farm Commercial 6th Addition and site plans to
construct an instant oil change facility on Lot 1, Block 1. The proposed development is located
south of and adjacent to 160th Street (CSAH 46), north of 162nd Street, east of Pilot Knob Road
(CSAH 31), and west of Elmhurst Lane. The parent parcel consists of a portion of Outlot A,
Spirit of Brandtjen Farm Commercial 1st Addition. The development is zoned PUD, Planned
Unit Development.
The preliminary and final plats consist of one lot within one block on 1.02 acres.
SSPPIIRRIITT OOFF BBRRAANNDDTTJJEENN FFAARRMM CCOOMMMMEERRCCIIAALL 66TTHH AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT
MMAAYY 2244,, 22001188
PPAAGGEE 22 OOFF 77
The proposed development and site plan will be completed by:
Developer: Cushman Wakefield
Engineer/Surveyor: CESO, Inc.
SSIITTEE CCOONNDDIITTIIOONNSS
The Spirit of Brandtjen Farm Commercial 6th Addition site consists of 1.02 acres of
undeveloped land. The property generally slopes west to east. There are no wetlands or trees
on the property.
EEAASSEEMMEENNTTSS
The parent parcel contains existing public Drainage and Utility Easements dedicated with the
Spirit of Brandtjen Farm Commercial 1st Addition plat, which will be vacated with the final
plat. The Drainage and Utility Easement will be re-dedicated with the final plat over the area
containing existing public utilities located on the parent parcel.
SSTTRREEEETT AANNDD SSUUBBDDIIVVIISSIIOONN LLAAYYOOUUTT
160th Street (CSAH 46)
Spirit of Brandtjen Farm Commercial 5th Addition is located south of and adjacent to 160th
Street, a minor arterial County roadway. 160th Street is constructed as a four-lane divided
roadway. A ten-foot bituminous trail will be constructed on the south side of the roadway from
Pilot Knob Road to Eagleview Drive with the development of Outlots K and L, Spirit of Brandtjen
Farm Commercial 2nd Addition. The current Dakota County Plat Review Needs Map dated April 16,
2013 designated 160th Street as a future six-lane divided roadway with a half right-of-way
requirement of 100-feet adjacent to the plat. The final plat identifies a reserve area adjacent to
160th Street required by Dakota County for a future interchange. The Dakota County Plat
Commission reviewed the plat at its May 14, 2018 meeting and recommended the development
for approval.
SSIITTEE PPLLAANN RREEVVIIEEWW
Spirit of Brandtjen Farm Commercial 6th Addition includes the construction of a 1,620 square-
foot office building with attached oil change facility on Lot 1, Block 1. The site plan includes
an interior drive-thru aisle providing access to the facility with adequate stacking to maintain
proper site circulation.
Access to the site will be provided from a private roadway south of the parent parcel, which
has not yet been constructed. This private roadway is proposed to be constructed by Hy-Vee,
through a Site Improvement Performance Agreement (SIPA). The SIPA must be approved by
the City Council prior to consideration of the Spirit of Brandtjen Farm Commercial 6th Addition
final plat. An access driveway is proposed to connect to the north extent of the private
SSPPIIRRIITT OOFF BBRRAANNDDTTJJEENN FFAARRMM CCOOMMMMEERRCCIIAALL 66TTHH AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT
MMAAYY 2244,, 22001188
PPAAGGEE 33 OOFF 77
roadway. A private cross access easement and maintenance agreement is memorialized on
the parent parcel in the location of the proposed shared roadway and utilities along the west
side of Lot 1, Block 1. The parking lot is adequately sized to allow truck circulation into and
out of the site and will provide capacity to meet the requirements of the City’s Zoning
Ordinance.
The landscaping plan provides for several types of trees and shrubs in landscaped areas
around the building and parking lot. Landscaping areas around the building will be sodded.
CCOONNSSTTRRUUCCTTIIOONN AACCCCEESSSS
Construction traffic access and egress for grading, utility and site construction shall be from
the private access drive in the location of the private roadway extension.
PPAARRKKSS,, TTRRAAIILLSS AANNDD SSIIDDEEWWAALLKKSS
Development of Spirit of Brandtjen Farm Commercial 6th Addition includes the construction
of private sidewalks. Private sidewalks will be constructed to provide access from the site to
other uses in the Spirit of Brandtjen Farm Commercial development.
The Park Dedication fee has not been collected on the parent parcel and will be satisfied
through a cash contribution with the final plat. The Park Dedication fee for commercial areas
in Spirit of Brandtjen Farm is $5,400.00 per acre, consistent with the Spirit of Brandtjen Farm
Master PUD Agreement.
1.02 acres x $5,400/acre = $5,508.00
Area of Lot 1, Block 1 Park Dedication Charge Required Park Dedication
UUTTIILLIITTIIEESS
SSAANNIITTAARRYY SSEEWWEERR
Spirit of Brandtjen Farm Commercial 6th Addition is located within subdistrict NC-20060 of the
North Creek sanitary sewer district, as identified in the City’s Comprehensive Sewer Plan.
Wastewater will be conveyed to the MCES Farmington Interceptor and continue to the
Empire Wastewater Treatment Facility. The downstream facilities have sufficient capacity to
serve the proposed commercial development.
Sanitary sewer to serve the development will be conveyed downstream via sanitary sewer
located on Outlot A, Spirit of Brandtjen Farm Commercial 1st Addition, which has not yet been
constructed. This sanitary sewer is proposed to be constructed by Hy-Vee, through a Site
Improvement Performance Agreement (SIPA). The SIPA must be approved by the City Council
prior to consideration of the Spirit of Brandtjen Farm Commercial 6th Addition final plat. The
Developer shall connect to public sanitary sewer from a proposed stub along the proposed
SSPPIIRRIITT OOFF BBRRAANNDDTTJJEENN FFAARRMM CCOOMMMMEERRCCIIAALL 66TTHH AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT
MMAAYY 2244,, 22001188
PPAAGGEE 44 OOFF 77
private roadway. A private sanitary sewer service will be extended from the public main to
provide sanitary sewer service to the development.
A sanitary sewer connection permit will not be issued until the downstream sanitary sewer
has been tested and accepted by the City.
The Sanitary Sewer Availability Charge has not been collected on the parent parcel and shall
be collected with the Building Permit Application. The Sanitary Sewer Availability Charge will
be calculated at the rate in effect at the time of approval of the Building Permit Application, as
determined by the City’s Building Official.
WWAATTEERRMMAAIINN
Development of Spirit of Brandtjen Farm Commercial 6th Addition includes the extension of
private watermain to provide water service to the development.
Watermain to serve the development will be provided via private watermain located on
Outlot A, Spirit of Brandtjen Farm Commercial 1st Addition, which has not yet been
constructed. This watermain is proposed to be constructed by Hy-Vee, through a Site
Improvement Performance Agreement (SIPA). The SIPA must be approved by the City Council
prior to consideration of the Spirit of Brandtjen Farm Commercial 6th Addition final plat. The
Developer shall extend the private watermain within the site to provide water service for the
proposed improvements.
Final locations and sizes of all sanitary sewer and watermain facilities will be reviewed by City
staff with the final construction plans submitted with the building permit application. A cross
access easement and maintenance agreement is memorialized on the parent parcel for the
private utilities extending across multiple properties.
OOVVEERRHHEEAADD LLIINNEESS
There are no overhead utilities located adjacent to or within the parent parcel.
DDRRAAIINNAAGGEE AANNDD GGRRAADDIINNGG
Spirit of Brandtjen Farm Commercial 6th Addition is located within subdistrict NC-9C of the
North Creek Stormwater District as identified in the City’s Water Resources Management Plan.
Stormwater runoff generated from the Spirit of Brandtjen Farm Commercial 6th Addition
development will be conveyed via a proposed private storm sewer system along the east side
of the property. The storm sewer will be constructed within a private utility easement by Hy-
Vee through a SIPA. The stormwater management requirements for the parent parcel were
satisfied through stormwater management basins constructed with Spirit of Brandtjen Farm
Commercial 2nd Addition.
SSPPIIRRIITT OOFF BBRRAANNDDTTJJEENN FFAARRMM CCOOMMMMEERRCCIIAALL 66TTHH AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT
MMAAYY 2244,, 22001188
PPAAGGEE 55 OOFF 77
The final grading plan must indicate any proposed borrow areas in which the building
footings will be placed on fill material. The grading specifications must indicate that all
embankments meet FHA/HUD 79G specifications. A final certificate of occupancy shall not be
issued until an as-built certified grading plan has been submitted and approved by the City
Engineer.
Spirit of Brandtjen Farm Commercial 6th Addition does not contain more than one acre of site
disturbance, however because the project is part of a common development a National
Pollution Discharge Elimination System General Stormwater Permit for construction activity is
required from the Minnesota Pollution Control Agency.
SSTTOORRMM SSEEWWEERR
The development of Spirit of Brandtjen Farm Commercial 6th Addition includes the
construction of a private storm sewer system. The privately-owned and maintained storm
sewer will be located within Lot 1, Block 1 and will collect and convey stormwater runoff
generated from within the development to the private storm sewer system located at the
southeast corner of the property. A private cross access and maintenance agreement shall be
established with the final plat on the parent parcel for the private utilities extending across
multiple properties.
The Trunk Storm Sewer Area Charge has not been collected on the parent parcel and must be
paid with the final plat. The Trunk Storm Sewer Area Charge for Lot 1, Block 1 is calculated as
follows:
44,464.00 s.f. x $0.250/s.f. = $11,116.00
Area of Lot 1, Block 1 Commercial
Area Charge
Total Trunk
Storm Sewer Area Charge
Final locations and sizes of all storm sewer facilities will be reviewed by City staff with the final
construction plans.
FEMA FLOODPLAIN ANALYSIS
Spirit of Brandtjen Farm Commercial 6th Addition is shown on the Flood Insurance Rate Map
(FIRM) as Zone X by the Federal Emergency Management Agency (FEMA). Based on this
designation, there are no areas in the plat located within a Special Flood Hazard Area (SFHA),
as determined by FEMA.
WWEETTLLAANNDDSS
There are no existing wetlands on the site.
SSPPIIRRIITT OOFF BBRRAANNDDTTJJEENN FFAARRMM CCOOMMMMEERRCCIIAALL 66TTHH AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT
MMAAYY 2244,, 22001188
PPAAGGEE 66 OOFF 77
TTRREEEE PPRREESSEERRVVAATTIIOONN
No significant trees are located on the property.
EERROOSSIIOONN CCOONNTTRROOLL
The Developer is responsible for obtaining a MPCA Construction Permit for the site as well as
developing and maintaining the SWPPP throughout construction phase. The permit requires
that all erosion and sediment BMPS must be clearly outlined in a site’s SWPPP. Changes made
throughout construction should be documented in the SWPPP.
Additional erosion control measures may be required during construction as deemed
necessary by City staff or the Dakota County Soil and Water District. Any additional measures
required shall be installed and maintained by the Developer.
SECURITIES
The Developer shall provide a Letter of Credit as security for the Developer-installed
improvements relating to Spirit of Brandtjen Farm Commercial 6th Addition.
CONSTRUCTION COSTS
Grading, Erosion Control, and Restoration $ 10,000.00
SUBTOTAL - CONSTRUCTION COSTS $ 10,000.00
OTHER COSTS
Developer’s Design (3.0%) $ 300.00
Developer’s Construction Survey (2.5%) 250.00
City’s Legal Expense (0.5%) 50.00
City Construction Observation (5.0%) 500.00
Developer’s Record Drawing (0.5%) 50.00
Landscaping 30,000.00
Lot Corners/Iron Monuments 100.00
SUBTOTAL - OTHER COSTS $31,250.00
TOTAL PROJECT SECURITY $ 41,250.00
The Developer shall post a security to ensure the final placement of iron monuments at
property corners with the final plat. The security is $100.00 per lot and outlot for a total of
$100.00. The City shall hold this security until the Developer’s Land Surveyor certifies that all
irons have been placed following site grading, street and utility construction.
SSPPIIRRIITT OOFF BBRRAANNDDTTJJEENN FFAARRMM CCOOMMMMEERRCCIIAALL 66TTHH AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT
MMAAYY 2244,, 22001188
PPAAGGEE 77 OOFF 77
CCAASSHH FFEEEESS
A cash fee for one-year of the Environmental Resources Fee shall be paid at the time of final
plat approval and is calculated as follows:
1.02 acres x 4.20 x $10.42/unit/qtr. x 4 qtrs. = $178.56
Lot 1, Block 1
Spirit of Brandtjen Farm
Commercial 6th Addition
Commercial/Industrial
Residential Equivalent Utility
Factor
Environmental Resources
Fee Total
A cash fee for the preparation of record construction drawings and for upgrading the City
base map shall be paid at the time of final plat approval and is calculated as follows:
1 units x $90.00/unit = $90.00
Lots/Outlots City Base Map Updating Fee Total
The Developer shall submit the final plat and construction drawings in an electronic format.
The electronic format shall be in either .dwg (AutoCAD) or .dxf format.
The Developer shall also pay a cash fee for City Engineering Administration. The fee for City
Engineering Administration will be based on three percent (3.00%) of the estimated
construction cost, or $300.00.
CASH REQUIREMENTS
Sanitary Sewer Availability Charge to be paid with building permit
Park Dedication Fee $ 5,508.00
Trunk Storm Sewer Area Charge 11,116.00
Environmental Resources Fee 178.56
City Base Map Updating Fee 90.00
City Engineering Administration (3.00%) 300.00
TOTAL - CASH REQUIREMENTS $ 17,192.56
RREECCOOMMMMEENNDDAATTIIOONN
Engineering recommends approval of the Spirit of Brandtjen Farm Commercial 6th Addition
preliminary and final plat, grading and erosion control plan and utility plan subject to the
requirements and stipulations within this report.