HomeMy WebLinkAboutItem 06City of Lakeville
Planning Department
Memorandum
To Planning Commission
From: Frank Dempsey, AICP, Associate Planner
Date: June 11, 2015
Subject: Packet Material for the June 18, 2015 City Council Meeting
Agenda
Item: Preliminary and Final Plat of Grenada Business Park 2nd Addition and
Easement Vacation
BACKGROUND
Representatives of Lakeville Technologies, LLC (aka Mendell) have submitted applications and
plans for the preliminary and final plat and easement vacation for Outlot B, Grenada Business
Park. The preliminary and final plat to be known as Grenada Business Park 2nd Addition
includes one lot on 1.18 acres. The project is proposed in conjunction with plans for a 18,700
square foot addition to the existing 28,596 square foot Mendell Machine manufacturing,
office and warehouse building located at 21463 Grenada Avenue. The total proposed
building area will be 48,060 square feet over a combined lot area of 3.07 acres. The easement
vacation is required to allow the building to expand to the north.
The Grenada Business Park 2nd Addition plans have been reviewed by Planning Department
and Engineering Division staff.
The following exhibits are attached for your information:
EXHIBITS
A. Zoning Map
B. Aerial Photo Location Map
C. Preliminary Plat
D. Final Plat
E. Survey
F. Grading, Drainage and Utility and Erosion Control Plans (3 Pages)
G. Site Plan and Landscape Plan
H. Building Floor Plan
2
I. Building Elevation Plan
J. Lighting Specs
Zoning and Surrounding Uses. The subject property is zoned I-2, General Industrial District.
The proposed preliminary and final plat is surrounded by the following existing land uses:
Direction Existing Use Zoning Map Land Use Plan
North City Park Maintenance building I-2, General Industrial
District
Industrial
South Existing Mendell building) I-2, General Industrial
District
Industrial
East City stormwater management basin I-2, General Industrial
District
Restricted
Development
West J & E Manufacturing I-2, General Industrial
District
Industrial
STAFF ANALYSIS
PRELIMINARY AND FINAL PLAT
The proposed preliminary and final plat will require approval of a Zoning Lot Letter to
combine to two abutting parcels (Lot1,Block 1, Grenada Business Park and Lot 1, Block 1,
Grenada Business Park 2nd Addition) as one zoning lot to allow the proposed building
expansion.
Zoning. The property is zoned I-2, General Industrial District.
Comprehensive Plan. The Comprehensive Plan guides the property for industrial land use
consistent with the current use of the industrial use of the property. The Planning
Commission reviewed a proposed Tax Increment Financing (TIF) request by Mendell at their
May 18, 2015 meeting. As required by State Statute, the Planning Commission determined
that the proposed use of TIF for the Mendell expansion project was consistent with the
Comprehensive Plan.
Lots/Blocks. There is one lot and one block in the Grenada Business Park 2nd Addition
preliminary and final plat. The preliminary and final plat is subject to the following minimum
lot size (I-2 General Industrial District) requirements:
Lot Area – 30,000 square feet
Lot Width – 100 feet
The final plat of Grenada Business Park 2nd Addition meets the minimum lot area and lot width
requirements in the I-2, General Industrial District. Lot 1, Block 1, Grenada Business Park and Lot 1
Block 1, Grenada Business Park 2nd Addition will be combined into a one parcel totaling 48,060
square feet subject to administrative approval of a Zoning Lot Letter and through Dakota County.
3
The Zoning Lot Letter allows the two combined parcels to be considered one parcel for zoning
purposes.
Outlot. There are no outlots proposed with the Grenada Business Park 2nd Addition final.
Streets. The preliminary and final plat abuts Grenada Avenue and is located at the end of the
Grenada Avenue cul-de-sac which is classified as a local street. No additional road right-of-way is
required with the Grenada Business Park 2nd Addition preliminary and final plat.
Access. Public access to the property will remain at Grenada Avenue with two proposed driveways.
The existing 25 foot wide driveway will remain and a new 34 foot wide driveway is proposed along
the south boundary line at the end of the Grenada Avenue cul-de-sac north of Outlot A.
Park and Open Space. Outlot B, Grenada Business Park did not pay park dedication at the
time of plat approval in 1999. The proposed Grenada Business Park 2nd Addition is subject to
park dedication fees total $5,378.44. The park dedication fee is based on the 2015 rate of
$4,558 per acre for the 1.18 acres of proposed Lot 1, Block 1. The Parks, Recreation and
Natural Resources Committee will review the preliminary and final plat at their June 17, 2015
meeting. Their recommendation will be forwarded to the Planning Commission.
Grading, Drainage, Erosion Control, and Utilities. City sewer and water is currently available to
the site. All public utilities will be constructed by the developer to serve the proposed final plat.
The existing City sanitary sewer and water systems that serve the area are adequate to
accommodate the proposed industrial building and parking lot expansion within the
development. On and off-site storm sewer improvements are being constructed with the
preliminary and final plat to accommodate the proposed building and parking lot expansion.
Grading, drainage, erosion control, and utility details are addressed in the engineering report
dated June 10, 2015. A copy of the engineering report is attached for your review. The
Engineering Department recommends approval of the Grenada Business Park 2nd Addition
preliminary and final plat.
Tree Preservation. There are no trees located within the proposed Grenada Business Park 2nd
Addition preliminary and final plat.
Wetlands. There are no wetlands within the Grenada Business Park 2nd Addition final plat.
Easement Vacation. An existing platted drainage and utility easement located on each side of
the boundary of Lot 1, Block 1 and Outlot B is proposed to be vacated to allow for the building
expansion. The proposed final plat of Grenada Business Park 2nd Addition will include new
boundary drainage and utility easements. All utility companies have been sent the public
hearing notice for the proposed easement vacation. Xcel Energy has responded stating that
there are Xcel Energy electric power lines within the area of the proposed easement vacation and
that they will have to be relocated. Xcel Energy asked that the developer work with Xcel Energy
to coordinate the relocation.
4
SITE PLAN ANALYSIS
Setbacks. The Grenada Business Park 2nd Addition final plat is subject to the following
minimum building setback (I-2, General Industrial District) requirements:
Front Yard: 40 feet
Rear Yard: 30 feet
Side Yards:
10 feet (west and east)
Parking: 15 feet (abutting street), 5 feet (north and west)
Parking. The existing 28,596 square foot building and the proposed 18,700 square foot addition
will include office, manufacturing and warehouse space with a combined building area of 48,060
square feet. The existing building required a total of 50 parking spaces. The proposed addition will
require 33 additional parking spaces for a total of 83 parking spaces. A total of 87 parking spaces
are proposed. Parking requirements are based on the following formula:
Required and Proposed Parking
Total Building Square Footage 48,060 square feet
Existing Building - Office, Manufacturing and Warehouse – 50 spaces
New Warehouse – 9,350 sf 9 spaces
New Manufacturing– 9,350 sf 24 spaces
On-Site Parking Required 83 spaces
On-Site Parking Proposed 87 spaces
The proposed parking lot design, spaces and drive aisle dimensions and configurations meet
the requirements of the Zoning Ordinance. Parking aisles will be 24 feet in width and parking
stall dimensions will be 9 feet in width and 18 feet in length.
Circulation. The driveways and interior layout provides adequate width and turning radii to
accommodate truck turning movements and emergency vehicle access.
Landscaping/Screening. A total of 21 trees and 13 shrubs are proposed to be planted with the
development of the proposed site plan. A $10,000 escrow shall be submitted as security to
guarantee installation of the landscaping.
Building Exterior. The proposed addition will be precast concrete panels of a color and texture
to match the existing building. The proposed exterior materials meet Zoning Ordinance
requirements.
Exterior Lighting. Building wall mounted lights are proposed on the building addition. The
light fixtures are designed to be downcast as required by the Zoning Ordinance.
Snow Storage. Snow storage may not take place in required parking spaces.
5
RECOMMENDATION
Planning Department staff recommends approval of the Grenada Business Park 2nd Addition
preliminary and final plat and easement vacation subject to the stipulations listed below:
1. Implementation of the recommendations listed in the June 10, 2015, engineering
report.
2. The Grenada Business Park 2nd Addition shall be developed consistent with the plans
approved by the City Council.
3. A $10,000 security escrow shall be submitted to guarantee installation of the
landscaping identified on the approved landscape plan. All plant materials shall be set
back at least 3 feet from all property lines, including street right-of-way lines. All areas
not planted with trees shall be planted with sod, grass seed and mulch or other suitable
ground cover. All landscaping shall be maintained and any dead materials removed and
replaced as needed.
4. A maintenance agreement shall be entered into between the developer and the City.
The maintenance agreement shall be drafted by the City Attorney, signed by the
developer and approved by the City Council prior to issuance of a building permit for
the building expansion.
5. A Zoning Lot Letter shall be approved by the Zoning Administrator to combine Lot 1,
Block 1, Grenada Business Park and Lot 1, Block 1, Grenada Business Park 2nd Addition
into a single parcel for zoning purposes.
6. The developer shall communicate with Xcel Energy regarding any necessary relocation
of utilities in the easement areas to be vacated.
7. Snow storage cannot take place in required parking spaces.
8. Exterior lighting fixtures shall be in compliance with Zoning Ordinance requirements
and shall not glare onto public right-of-way.
cc: David Olson, Community and Economic Development Director
Jim Connelly, APPRO Development
Mendell
Grenada Business Park 2nd Addition preliminary final plat and easement vacation
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ScaleProject number Date Drawn by Checked by21476 GRENADA AVENUE LAKEVILLE, MN 55044 PH: 952-469-2171 FAX: 952-469-2173 EMAIL:office@approdevelopment.com PRELIMINARY NOT FOR CONSTRUCTION As indicated 6/11/2015 8:58:21 AM A1-1SITE PLAN 1 5-02-0030MENDELLMACHINEADDITION 06/11/15 SWC SWCNo. Description Date
1
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=
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0
'
-
0
"
A1
-
1
1
Si
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NO
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EXHIBIT G
RE
F
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R
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F
.
9
10
11
12 13
8
A
A
B
B B.
7 C
14
D
7
6
5
4
3
2
1
A.
9
B.5
44
0
'
-
0
"
26
0
'
-
0
"
180' - 0"
30
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-
0
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30
'
-
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30
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-
0
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40
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-
0
"
35
'
-
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35
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'
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-
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4'
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"
35
'
-
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"
35
'
-
0
"
35' - 0"35' - 0"36' - 0"100' - 0"
1
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0
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-
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6
5
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-
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B.6
B.
6
9.
1
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STL. BLDG. COL.12 x 14 O.H.DRIVE-IN DOOR10x10 O.H.DOCK DOOR10x10 O.H.DOCK DOOR
TR
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EXTERIOR WALLSERVICE DOOR ScaleProject number Date Drawn by Checked by21476 GRENADA AVENUE LAKEVILLE, MN 55044 PH: 952-469-2171 FAX: 952-469-2173 EMAIL:office@approdevelopment.com PRELIMINARY NOT FOR CONSTRUCTION 1/16" = 1'-0"5/13/2015 2:32:40 PM A2-1OVERALLFLOOR PLAN 15-03-0030MENDELLMACHINEADDITION 05/13/15 SWC SWCNo. Description Date
1
/
1
6
"
=
1
'
-
0
"
A2
-
1
1
OV
E
R
A
L
L
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EXHIBIT H
First Floor
100' - 0"
Top of Wall
122' - 0"
9 10 11 12 138 1476
EXISTING BUILDING PROPOSED ADDITION
ALUM 1" INSUL WDW TO MATCH EXIST
PREFINISHED SECTIONAL OH DOOR W/
DOCK SEALS & BUMPERS
C.I.P. CONC RETAINING WALL
PREFINISHED SECTIONAL DRIVE-IN OH DOOR
10' WIDE PRECAST CONC PANEL TO
MATCH EXISTING
PRECAST CONC TRASH
ENCLOSURE
9.1
First Floor
100' - 0"
Top of Wall
122' - 0"
ABB.7CD A.9B.5
PROPOSED ADDITIONEXIST BLDG
10' WIDE PRECAST CONC PANEL - SMOOTH
GRAY FINISH, DOES NOT MATCH REMAINDER OF
BUILDING VIISBLE TO THE PUBLIC
B.6
HM DOOR AND FRAME - PT.
PRE-FIN. MTL. CAP FLASHING
GRADE
First Floor
100' - 0"
Top of Wall
122' - 0"
A B B.7 C DA.9 B.5B.6
First Floor
100' - 0"
Top of Wall
122' - 0"
910111213 814 7 6
PROPOSED ADDITION EXISTING BUILDING
ALUM 1" INSUL WDW TO MATCH EXIST
10' WIDE PRECAST CONC PANEL TO
MATCH EXISTING, INTEGRAL COLOR
WITH ACCENT AREAS
9.1
Scale
Project number
Date
Drawn by
Checked by
21476 GRENADA AVENUE
LAKEVILLE, MN 55044
PH: 952-469-2171
FAX: 952-469-2173
EMAIL:
office@approdevelopment.com
PRELIMINARY
NOT FOR CONSTRUCTION
3/32" = 1'-0"
5/
1
3
/
2
0
1
5
2
:
3
3
:
3
4
P
M
A3-1
EXTERIOR
ELEVATIONS
15-03-0030
MENDELL
MACHINE
ADDITION
05/13/15
SWC
SWC
No. Description Date
3/32" = 1'-0"A3-1
1 East Elevation
3/32" = 1'-0"A3-1
2 NORTH EXTERIOR ELEVATION
3/32" = 1'-0"A3-1
3 SOUTH EXTERIOR ELEVATION
3/32" = 1'-0"A3-1
4 WEST EXTERIOR ELEVATION EXHIBIT I
COOPER LIGHTING - LUMARK ®
NOTE: Specifications and dimensions subject to change without notice.
Visit our web site at www.cooperlighting.com
Customer First Center 1121 Highway 74 South Peachtree City, GA 30269 770.486.4800 FAX 770.486.4801
The Lumark Wal-Pak Series of wall luminaires provides traditional
architectural style with high performance energy efficient illumination.
Rugged die-cast aluminum construction, stainless steel hardware along
with a sealed and gasketed optical compartment make the Wal-Pak
virtually impenetrable to contaminants. IP65 Rated. Six available lamp
sources including patent pending energy efficient LED, pulse start metal
halide, compact fluorescent, ceramic metal halide, standard metal halide
and high pressure sodium. UL/cUL wet location listed. The Wal-Pak wall
luminaire is ideal for pathway illumination, building entrances, vehicle
ramps, schools, tunnels, stairways and loading docks.
DESCRIPTION
Catalog # Type
Date
Project
Comments
Prepared by
SPECIFICATION FEATURES
Housing
Rugged one-piece die-cast
aluminum housing and hinged,
removable die-cast aluminum
door. One-piece silicone gasket
seals the optical chamber. UL
1598 wet location listed and
IP65 ingress protection rated.
Not recommended for car wash
applications.
Electrical
Ballasts, LED driver and related
electrical components are hard
mounted to the die-cast housing
for optimal heat sinking and
operating efficiency. Wiring is
extended through a silicone gasket
at the back of the housing. Three
½” threaded conduit entry points
allow for thru-branch wiring. LED
thermal management system
incorporates both conduction and
natural convection to transfer
heat rapidly away from LED
source. Integral LED electronic
driver incorporates internal fusing
designed to withstand a 3kV
surge test and is Class 2 rated
for 120-277V with an operating
temperature of -30º to 60ºC.
Wal-Pak LED systems maintain
greater than 70% of the initial
light output after 50,000 hours
of operation. UL listed HID high
power factor ballasts are Class H
insulation rated (metal halide: 150,
175, 200, 250, 320, 350, 400W [-30ºC
/ -20ºF], (high pressure sodium:
50, 70, 100, 150, 250, 400W [-40ºC /
-40ºF]. High efficiency HID ballasts
are available in 120V, 208V, 240V,
277V, 347V and 480V. Compact
fluorescent high power factor
ballasts are Class P insulation rated
for 120-277V and have a starting
temperature of -18ºC / 0ºF.
Optical
Highly reflective anodized
aluminum reflectors provide high
efficiency illumination. Optical
assemblies include impact resistant
borosilicate refractive glass,
Solite™ flat diamond patterned
glass and full cutoff IESNA
compliant configurations. Patent
pending, solid state LED luminaires
are thermally optimized with 2400
or 4000 sourced lumen package
modules. HID models are offered
in horizontal medium or mogul-
based metal halide [MH / MP] or
high pressure sodium [HP] lamps.
T6 ceramic metal halide [CM] and
4-pin compact fluorescent [CF]
lamp models offer high efficiency
energy saving illumination.
Door Assembly
Single point, captive stainless steel
hardware secures the removable
hinged door allowing for ease of
installation and maintenance. Door
assembly is hinged at the bottom
for easy removal, installation and
re-lamping.
Finish
Housing and door are protected
with 5-stage TGIC dark bronze
polyester powder coat paint.
Premium TGIC power coat finishes
withstand extreme climate changes
while providing optimal color and
gloss retention. Optional premium
colors are available.WP WAL-PAK
2400 - 4000 Lumens LED
39 - 400W
High Pressure Sodium
Pulse Start Metal Halide
Metal Halide
Ceramic Metal Halide
32 - 140W
Compact Fluorescent
WALL MOUNT LUMINAIRE
16-5/8" [422mm]
Small 11-3/8" [290mm]
Large 12-3/4" [323mm]
Small 15" [381mm]
Large 16-1/4" [414mm]
10"
[254mm]
16-5/8" [422mm]
10"
[254mm]
16-5/8" [422mm]
10"
[254mm]
Small 11-3/8" [290mm]
Large 12-3/4" [323mm]
BOROSILICATE GLASS DOOR (GL) FULL CUTOFF DOOR (FC)FLAT SOLITE GLASS DOOR (FL)
DIMENSIONS
ADH092103 pc
2013-06-14 09:08:16
TECHNICAL DATA
UL/cUL Wet Location Listed
IP65 Rated
40°C Maximum Ambient Temperature
External Supply Wiring 90°C Minimum
EISA G, ARRA, Title 20 Compliant
LM79 / LM80 Compliant
ENERGY DATA
Reactor Ballast Input Watts
50W HPS NPF (58 Watts)
70W HPS NPF (82 Watts)
100W HPS NPF (118 Watts)
150W HPS NPF (175 Watts)
High Reactance Ballast Input Watts
50W MP HPF (69 Watts)
70W MP HPF (94 Watts)
100W MP HPF (129 Watts)
150W MP HPF (185 Watts)
CWA Ballast Input Watts
200W HPS HPF (250 Watts)
200W MP HPF (227 Watts) G
250W MP HPF (283 Watts) G
320W MP HPF (365 Watts) G
350W MP HPF (400 Watts) G
400W HPS HPF (465 Watts)
400W MP HPF (452 Watts) G
SHIPPING DATA
Approximate Net Weight:
32-42 lbs. (15-19 kgs.)
EXHIBIT J
NOTE: Specifications and dimensions subject to change without notice.
Visit our web site at www.cooperlighting.com
Customer First Center 1121 Highway 74 South Peachtree City, GA 30269 770.486.4800 FAX 770.486.4801
WP WAL-PAK
LAMP TYPE WATTAGE
Pulse Start Metal Halide 50, 70, 100, 150, 200, 250, 320, 350, 400W
Metal Halide 175, 250, 400W
High Pressure Sodium 50, 70, 100, 150, 250, 400W
T6 Ceramic Metal Halide 39, 70, 100, 150W
Compact Fluorescent (1) 32, (1) 42, (1) 57, (1) 70, (2) 32, (2) 42, (2) 57, (2) 70
LED 2A (2 Package) 28W, 4A (4 Package) 40W
VOLTAGE CHART
DT=Dual-Tap 120/277 (wired 277V)
MT=Multi-Tap 120/208/240/277 (wired 277V)
TT=Tri-Tap 120/277/347 (wired 347V)
5T=5 Tap 120/208/240/277/480 (wired 480V)
E=Electronic Ballast 120-277V (Universal) (50/60 HZ)
ED=Electronic LED Driver 120-277V (Universal) (50/60 HZ)
ADH092103 pc
2013-06-14 09:08:16
SAMPLE NUMBER: MPWP-GL-250-MT-2EM/SC/MR
Voltage 6 Options 9
CEC=California Title 20 Compliant
Ballast (200-400W Pulse Start
MP Only)
F1 =Single fuse 10
F2 =Double fuse 10
PE =Photocontrol button 10
LL =Includes lamp 2
BK =Black housing
WH =White housing
GM =Graphite Metallic housing
AP =Grey housing
DP =Dark Platinum housing
DIMA=CF Dimming Ballast 11
DIMB=CF Dimming Ballast 11
SGL=Solite Glass Lens 12
Q=Quartz Restrike T4 Lamp 13
EM =Emergency Quartz Restrike T4 Lamp with Time Delay Relay 13
EM/SC=Emergency Separate Circuit T4 Lamp 13
QMR=Emergency Back-Up 1-MR16 Lamp 14,15
2QMR=Emergency Back-Up 2-MR16 Lamps 14,15
2QMR/SC=Emergency Back-Up MR16 and EM separate circuit 2-MR16 Lamp 14,16
EMMR=Emergency Back-Up 1-MR16 Lamp with Time Delay Relay 14,15
2EMMR=Emergency Back-Up 2-MR16 Lamps with Time Delay Relay 14,15
2EMMR/SC=Emergency Back-Up 1-MR16 Lamp with Time Delay Relay
and EM Separate Circuit 14, 15, 16
EM/SC/MR=Emergency Back-Up Separate Circuit 1-MR16 Lamp 14, 15, 16
2EM/SC/MR=Emergency Back-Up Separate Circuit 2-MR16 Lamps 14, 15, 16
EM/SC/12V=Emergency Separate Circuit 12V 1-MR16 Lamp 14, 16, 17
2EM/SC/12V=Emergency Separate Circuit 12V 2-MR16 Lamps 14, 16, 17
EMI40=Emergency Cold Temperature UL 924 CF Power Pack 1 Lamp 18
EMI40/2L=Emergency Cold Temperature UL 924 CF Power Pack 2 Lamp 18
CF-EM=Emergency UL924 CF Power Pack 1 Lamp 19
CF-EM/2L=Emergency UL924 CF Power Pack 2 Lamp 19
EMLED-CD=LED Battery Back-Up Cold Temperature 20
Accessories 21 Lamp Type
MP = Pulse Start
Metal Halide
HP = High Pressure
Sodium
LD =Solid State
Light-Emitting
Diodes (LED)
CF = Compact
Fluorescent 1
CM = Ceramic Metal
Halide 2
MH = Metal Halide 3
GL = Borosilicate
Glass Door
FC = Full Cutoff
Door
FL = Flat Solite
Glass Door
PL = Polycarb
Refractor
Door
50 =50W
70 =70W
100=100W
150=150W
200=200W
250=250W
320=320W
350=350W
400=400W
120V=120V
208V=208V
240V=240V
277V=277V
347V=347V 7
480V=480V
DT =Dual-Tap
MT =Multi-Tap
TT =Tri-Tap
5T =5-Tap
E= Electronic
Ballast 8
ED = Electronic
LED Driver
50 =50W
70 =70W
100=100W
150=150W
250=250W
400=400W
Door Type 4
Lamp
Wattage 5
MP
175=175W
250=250W
400=400W
MH
HP
39 =39W
70 =70W
100=100W
150=150W
CM
32 =32W
42 =42W
57 =57W
70 =70W
64 =(2-32)
84 =(2-42)
114=(2-57)
140=(2-70)
CF
2A =(2 Package), 28W
4A =(4 Package), 40W
LED
Series
WP = Wal-Pak
NOTES: 1 CF Single lamp offered in all door configurations. CF dual lamp models not offered with FL door type. 70W models not available with EMI40-2L, CF-EM, CF-EM-2L. CF not available in 347V.
2 All CM models offered with T6 envelope G12 lamp base. T6 Lamp included with CM models. Order LL with CM models. Ceramic Metal Halide (CM) is available with (MP) pulse start metal halide or E - Electronic Ballast.
400W MP must be ordered with LL option to be Title 20 Complaint.
3 MH products available for non-US markets only.
4 Small housing offered for 175W and below, CF and LD models. Large housing for 200W-400W. FL door not available with CF or 200-400W models.
Polycarbonate lens available in models up to 175W max including LD. Polycarbonate lens not available with full cutoff door or FL models. Solite stipple glass is standard for FL lens. Clear glass
is standard for full cutoff door types except for LD. LD full cutoff door is standard with solite glass.
5 LED packages based on 67 CRI/5000K package at 25°C ambient. MH and MP 175W and below are medium base all others are mogul base.
CF 64, 84, 114 and 140 models are offered in borosilicate glass and full cutoff doors only. In cold temperatures, compact fluorescent lamps produce lower illumination levels. CF 140 models and 400W HPS rated for 25°C.
6 See Voltage Chart for descriptions. 5T available in 400W MH models only. 90°C Rated wire required for thru-branch wiring for units 175W and lower. 105°C Rated wire required for
thru-branch wiring for units 200W and higher. Thru-branch wiring is rated for 40°C for LD and 175W and below. Higher wattage thru-branch wiring is rated for use in 25°C ambient operating environments.
7 347V not available with thru-branch wiring. For 347 or 480V LD specify voltage. ED will be supplied with integral step down transformer. 347V not available with CF lamps.
8 Available with 70-150W MP or CM lamps. E is standard for all CF models. All electronic ballasts are universal 120-277V.
9 Not all options can be combined. Only one emergency or battery back-up option available within the fixture. CF Models utilize EMI40, EMI40/2L, CF/EM or CF-EM/2L option for emergency egress. LD Models utilize
EM-LED or EMLED-CD options only for battery back-up.
10 Must specify voltage. F1=120, 277 or 347V. F2=208, 240 or 480V. PE=120, 208, 240 or 277V.
11 DIMA dimming ballast, specify number of lamps, available for 1 or 2-26W or 1-32W, 1-42W. DIMB available for 2-42W, 1-57W or 1-70W.
12 SGL optional on HID and CF models only. See note number 4.
13 Q or EM not available with LD or E electronic ballast. Q or EM Minimum HID wattage is 70 watts. EM/SC available in 120V only, EM/SC not available with LD. Maximum 100W 120V T4 DC Bayonet Quartz lamp.
Lamp supplied by others.
14 QMR, 2QMR, EMMR, 2EMMR & 2EMMR/SC not available with LD or E electronic ballast. Minimum HID wattage is 70 watts.
15 1 or 2 GU10 base 50W max - 120V Halogen. Lamps supplied by others. EM/SC/MR, 2EM/SC/MR, EM/SC/12V, 2EM/SC/12V not available with LD.
16 Emergency lamp leads out of the back of the unit to auxillary power. Lamps independently wired to separate circuits.
17 Low Voltage 1 or 2 GU5.3 MR16 base, 12V DC, 35W max. Lamps supplied by others.
18 For use in 25°C ambient operating temperature environments. EMI40, EMI40/2L used for CF lamps. Specify 120 or 277V. EMI40 supports 1-70W CF max, EMI40/2L supports 2-32W CF max. Minimum -18°C/-4°F.
19 For use in 25°C ambient operating temperature environments. Specify 120 or 277V, CF-EM supports up to 1-57W CF. CF-EM/2L supports 2-18W CF, 18W lamps supplied by others. Minimum temperature is 32°C/0°F.
20 EMLED-CD available with 4A models only. For use in 25°C ambient operating temperature environments. Specify 120 or 277V. EMLED-CD minimum -20°C/-4°F. Battery pack is a UL recognized component.
21 Order separately.
22 Delivered lumens subject to change. Consult IES file for details.
WG/WPGL=Wire Guard Borosilicate
Glass Lens Door
WG/WPFC=Wire Guard Full Cutoff Door
WG/WPFL=Wire Guard FL Lens Door
TR/WP= Tamper Resistant Screw and Bit
VS/WPGL=Polycarbonate Vandal Shield for
Borosilicate Glass Lens Door
WP
ORDERING INFORMATION
Borosilicate Glass Door (GL)
LDWP-GL-2A-ED 0 3 2 1836
LDWP-GL-4A-ED 1 3 2 2795
Polycarbonate Lens (PL)
LDWP-PL-2A-ED 0 3 2 1508
LDWP-PL-4A-ED 1 3 2 2297
For more information on the IES BUG (Backlight-Uplight-Glare) Rating visit www.iesna.org/PDF/Erratas/TM-15-07BugRatingsAddendum.pdf
Flat Lens Door (FL)
LDWP-FL-2A-ED 0 2 1 1454
LDWP-FL-4A-ED 0 3 1 2084
Full Cutoff Door (FC)
LDWP-FC-2A-ED 0 1 1 1090
LDWP-FC-4A-ED 0 1 1 1313
BUG RATING B U G
Delivered
Lumens B U G
Delivered
Lumens22 22
LED LUMEN TABLE
NOTES: Options not available with stock products. Refer to standard
order information to add options. MT is standard. Lamp Type: MP
not available in 100W. HPS not available in 320W or Full Cutoff [C] Door.
Borosilicate glass door is standard. 2A and 4A models available in
LED only. LED models are 120-277V.
SAMPLE NUMBER: WPP40C
Series
WP =Wal-Pak
Lamp Type
S=High
Pressure
Sodium
P=Pulse
Start
Metal
Halide
L=LED
Lamp
Wattage
10 =100W
15 =150W
2A =28W
4A =40W
25 =250W
32 =320W
40 =400W
Door/Glass Type
Blank =Standard
C =Full Cutoff Door
STOCK SAMPLE NUMBER - LAMP INCLUDED
City of Lakeville
Public Works – Engineering Division
Memorandum
To: Frank Dempsey, Associate Planner
From: Matt Decur, Project Engineer
McKenzie L. Cafferty, Environmental Resources Manager
Brett Altergott, Parks and Recreation Director
Copy: Zach Johnson, City Engineer
Jerilyn Erickson, Finance Director
Gene Abbott, Building Official
Date: June 10, 2015
Subject: Grenada Business Park 2nd Addition
• Preliminary and Final Plat Review
• Easement Vacation Review
• Lot Combination Review
• Site Plan Review
• Final Grading Plan Review
• Utility Plan Review
• Final Erosion Control Plan Review
• Tree Preservation Plan Review
BACKGROUND
Appro Development, on behalf of Lakeville Technologies LLC, has submitted a preliminary
and final plat named Grenada Business Park 2nd Addition. The property is located west of and
adjacent to Grenada Avenue; and north of 215th Street (CSAH 70). The parent parcel is Outlot
B, Grenada Business Park and is zoned I-2, General Industrial District. The preliminary and
final plat consists of one lot on one block.
Appro Development, on behalf of Lakeville Technologies LLC, has also submitted an
application to vacate a Drainage and Utility Easement along a portion of the north property
line of Lot 1, Block 1, Grenada Business Park. This Easement Vacation will facilitate the
combination of Lot 1, Block 1, Grenada Business Park and Lot 1, Block 1, Grenada Business
Park 2nd Addition.
GGRREENNAADDAA BBUUSSIINNEESSSS PPAARRKK 22NNDD AADDDDIITTIIOONN PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT
MMEENNDDEELLLL MMAACCHHIINNEE AADDDDIITTIIOONN SSIITTEE PPLLAANN
JJUUNNEE 1100,, 22001155
PPAAGGEE 22 OOFF 88
Appro Development, on behalf of Lakeville Technologies LLC, has also submitted a site plan
application to construct a building addition , parking lot, and stormwater improvements for
Mendell Machine and Manufacturing on the combined Lot 1, Block 1, Grenada Business Park
and Lot 1, Block 1, Grenada Business Park 2nd Addition.
The proposed development will be completed by:
Developer: Appro Development, Inc.
Engineer: Jacobson Engineers & Surveyors
SSIITTEE CCOONNDDIITTIIOONNSS
Outlot B, Grenada Business Park is currently undeveloped land. There are existing public
drainage and utility easements along the parcel’s north and west property lines and along
Grenada Avenue. There is a 16” watermain in the utility easement on the north property line.
The site generally slopes west to east, draining to the existing public stormwater basin in
Outlot A, Grenada Business Park.
Lot 1, Block 1, Grenada Business Park contains a 28,596 square foot single story building
housing Mendel Machine and Manufacturing. The site has two parking lots with 61 stalls.
There are public drainage and utility easements on all the parcel’s property lines, per the
Grenada Business Park plat. A private storm sewer system collects runoff from the site and
conveys it to a swale on Grenada Avenue, which drains to the existing public stormwater
basin in Outlot A, Grenada Business Park.
EEAASSEEMMEENNTT VVAACCAATTIIOONN
The public drainage and utility easement adjoining the north line of Lot 1, Block 1, Grenada
Business Park and all easements in Outlot B, Grenada Business Park will be vacated by City
Council Resolution. The easements vacated in Outlot B will be re-established with the
Grenada Business Park 2nd Addition final plat.
There is an existing underground electric line owned by Xcel Energy in the easement
proposed to be vacated along the north line of Lot 1, Block 1, Grenada Business Park. The
Developer will work with the owner of the underground electric line to have it removed or
relocated to accommodate the proposed building addition.
SSIITTEE PPLLAANN RREEVVIIEEWW
Appro Development proposes to construct an 18,700 square foot building addition on the
combined Lot 1, Block 1, Grenada Business Park and Lot 1, Block 1, Grenada Business Park 2nd
Addition. The existing driveway to Grenada Avenue will be reconstructed, and a second
driveway is proposed to be constructed to Grenada Avenue. A $6,000 security will be required
with the final plat for work in the right of way associated with driveway construction.
GGRREENNAADDAA BBUUSSIINNEESSSS PPAARRKK 22NNDD AADDDDIITTIIOONN PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT
MMEENNDDEELLLL MMAACCHHIINNEE AADDDDIITTIIOONN SSIITTEE PPLLAANN
JJUUNNEE 1100,, 22001155
PPAAGGEE 33 OOFF 88
A portion of the existing private parking lot will remain, and the site plan includes the
construction of an additional private parking lot. Parking lots on the site are designed to
provide a total of 87 stalls, including four handicapped accessible stalls. Turning movement
templates were provided to demonstrate that proper circulation can be attained throughout
the parking lot and at truck docks. The proposed parking lot meets the required setbacks
from lot lines and street surfaces. Some of the proposed parking lot will be located within
public drainage and utility easements. The Developer is responsible for the costs of replacing
parking lots damaged by any future drainage and utility construction within these public
easements.
PPUUBBLLIICC SSTTRREEEETTSS AANNDD AACCCCEESSSS
Grenada Avenue
The parent parcel is located west of and adjacent to Grenada Avenue, a local roadway, as
identified in the City’s Transportation Plan. Grenada Avenue is currently constructed as a two
lane rural roadway with gravel shoulders. 60-feet of right-of-way with a 70-foot cul-de-sac
bulb was dedicated for Grenada Avenue with the Grenada Business Park plat. No additional
right-of-way will need to be dedicated at this time.
215th Street (CSAH 70)
Lot 1, Block 1, Grenada Business Park is north of and adjacent to 215th Street (CSAH 70), a
principal arterial County Highway, as identified in the City’s Transportation Plan. 215th Street
is currently constructed as a two lane rural roadway with dedicated right turn lanes for east
and west bound traffic at the intersection with Grenada Avenue. The current Dakota County
Road Plat Review Needs Map indicates the ultimate design for the section of 215th Street
adjacent to the site is a four lane divided roadway. The ½ right-of-way requirement for a four
lane divided roadway is 75 feet. The current ½ right-of-way is 85-feet adjacent to the site. No
additional right-of-way will be dedicated at this time.
CCOONNSSTTRRUUCCTTIIOONN AACCCCEESSSS
Construction traffic access and egress for site grading, utility and building construction shall
be restricted to one entrance off of Grenada Avenue.
PPAARRKKSS,, TTRRAAIILLSS AANNDD SSIIDDEEWWAALLKKSS
The Park Dedication fee has not been collected on the parent parcel and will be satisfied
through a cash contribution that must be paid with the final plat. The park dedication
requirement is calculated as follows:
1.18 acres X $4,558/acre = $5,378.44
Total Area of Lot 1, Block 1, Grenada
Business Park 2nd Addition
2015 Industrial Park Dedication Rate Total
There are no sidewalks or trails proposed within Grenada Business Park 2nd Addition.
GGRREENNAADDAA BBUUSSIINNEESSSS PPAARRKK 22NNDD AADDDDIITTIIOONN PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT
MMEENNDDEELLLL MMAACCHHIINNEE AADDDDIITTIIOONN SSIITTEE PPLLAANN
JJUUNNEE 1100,, 22001155
PPAAGGEE 44 OOFF 88
UUTTIILLIITTIIEESS
SSAANNIITTAARRYY SSEEWWEERR
The parent parcel is located within SC-10220 of the South Creek sanitary sewer district as
identified in the City’s Sanitary Sewer Plan. Wastewater will be conveyed via existing trunk
sanitary sewer to the MCES Farmington Interceptor and continue to the Empire Wastewater
Treatment Facility. The downstream facilities have sufficient capacity to serve the proposed
industrial subdivision.
An existing private sanitary sewer service stub extends from sanitary sewer within Grenada
Avenue to provide service to the parent parcel.
The Sanitary Sewer Availability Charge must be paid with the building permit. The Sanitary
Sewer Availability Charge will be calculated at $327/MCES SAC Unit, as determined by the
Building Official.
WWAATTEERRMMAAIINN
Existing 16-inch public watermain extends through the parent parcel along the north
property line within a drainage and utility easement.
A private 6-inch and 8-inch watermain service serves the existing Mendell Machine building.
The private system connects to the public 16-inch watermain at the intersection of Grenada
Avenue and 215th Street, and loops to the public 12-inch watermain in 215th Street.
Final locations and sizes of all sanitary sewer and watermain facilities will be reviewed by City
staff with the building permit application.
OOVVEERRHHEEAADD LLIINNEESS
There are no existing overhead utility lines adjacent to the Grenada Park 2nd Addition
development.
DDRRAAIINNAAGGEE AANNDD GGRRAADDIINNGG
The parent parcel is located within subdistrict SC-13 of the South Creek Stormwater District,
as identified in the City’s Water Resources Management Plan.
The parent parcel was previously graded with the Grenada Business Park improvements. The
site drains to the east to an existing stormwater basin located in Outlot A, Grenada Business
Park. The basin discharges to a swale in the Airlake Development 2nd Addition and flows north
to South Creek.
The proposed stormwater management plan consists of a privately owned and maintained
underground stormwater chamber, designed to provide a water quality volume equivalent to
GGRREENNAADDAA BBUUSSIINNEESSSS PPAARRKK 22NNDD AADDDDIITTIIOONN PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT
MMEENNDDEELLLL MMAACCHHIINNEE AADDDDIITTIIOONN SSIITTEE PPLLAANN
JJUUNNEE 1100,, 22001155
PPAAGGEE 55 OOFF 88
1.5 inches over the new impervious roof area. New paved parking lot impervious area and
rooftop drains on the new addition will be directed to the underground chambers. The new
stormwater chambers will discharge to the existing stormwater basin east of the site. The
stormwater management plan provides rate control for the 1, 10, and 100-year rainfall events,
meeting the requirements in the City’s Water Resources Management Plan and South Creek
Management Plan.
The system must be bypassed during construction to ensure that sediments are not entering
the system at the heavier loads during construction per the manufacturer’s
recommendations. The system will not be put on line until the site is fully stabilized. The
system must be checked and cleaned as needed. Engineering recommends that the system
be visually checked and inspected for sediment deposits following the Manufacturer’s
recommendations. A copy of the inspection and cleaning records must be submitted to the
City. The Developer shall sign a private maintenance agreement for the private stormwater
chamber and dedicate a drainage and utility easement over the chamber area prior to City
Council consideration of the final plat.
Existing roof and paved areas will continue to drain to swales along Grenada Avenue. A
culvert will be installed under the proposed driveway to convey the swales to the existing
stormwater basin in Outlot A, Grenada Business Park. Portions of the existing basin will be
excavated as part of the proposed site plan and will be restored using MN DOT seed mix 33-
262.
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.
The proposed site plan and improvements contain more than one acre of site disturbance. A
National Pollution Discharge Elimination System General Stormwater Permit for construction
activity is required from the Minnesota Pollution Control Agency for areas exceeding one acre
being disturbed by grading. A copy of the Notice of Stormwater Permit Coverage must be
submitted to the City upon receipt from the MPCA.
SSTTOORRMM SSEEWWEERR
A private storm sewer system will be installed to convey the discharge from new and existing
impervious surfaces. New roof and parking lot runoff will be conveyed by 12-inch storm
sewer to a new underground stormwater chamber. Roof and parking lot runoff from the
extisting site will be routed by existing swales through a new 15-inch culvert to the existing
stormwater pond in Outlot A, Grenada Business Park.
GGRREENNAADDAA BBUUSSIINNEESSSS PPAARRKK 22NNDD AADDDDIITTIIOONN PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT
MMEENNDDEELLLL MMAACCHHIINNEE AADDDDIITTIIOONN SSIITTEE PPLLAANN
JJUUNNEE 1100,, 22001155
PPAAGGEE 66 OOFF 88
The Trunk Storm Sewer Area Charge has not been collected on the parent parcel and shall be
paid with the final plat. The Trunk Storm Sewer Area Charge for Grenada Business Park 2nd
Addition is calculated as follows:
51,372 s.f. X $0.25/s.f. = $12,843.00
Gross Area of Grenada Business Park
2nd Addition
2015 Industrial Trunk Storm
Sewer Area Charge Total
Final locations and sizes of all storm sewer facilities will be reviewed by City staff with the final
construction plans.
RREETTAAIINNIINNGG WWAALLLLSS
The Mendel Machine Expansion Site Plan includes the construction of a privately owned and
maintained retaining wall at the loading dock. Retaining walls shall be constructed outside of
the established drainage and utility easements, as shown on the plans. Retaining walls with a
combined height greater than four feet shall be designed by a registered geotechnical or
structural engineer and constructed in accordance with plans and specifications consistent
with MnDOT requirements. A separate building permit from the City’s Building Official is
required prior to the construction of the wall. The walls shall be inspected during construction
and certified by the design engineer following construction.
FEMA FLOODPLAIN ANALYSIS
Grenada Business Park 2nd 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 wetlands on the site.
TTRREEEE PPRREESSEERRVVAATTIIOONN
There are no trees on the site.
EERROOSSIIOONN CCOONNTTRROOLL
An erosion control plan was submitted and has been reviewed that includes the following:
• A gravel construction entrance is included at the new driveway location.
• A seed/mulch specification that meets City requirements. MN Dot seed mix 33-262
should be used in the infiltration basins.
• Erosion control blanket is shown on all pond slopes.
• Silt fence will be installed to protect offsite areas from sediment transport.
GGRREENNAADDAA BBUUSSIINNEESSSS PPAARRKK 22NNDD AADDDDIITTIIOONN PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT
MMEENNDDEELLLL MMAACCHHIINNEE AADDDDIITTIIOONN SSIITTEE PPLLAANN
JJUUNNEE 1100,, 22001155
PPAAGGEE 77 OOFF 88
• Streets must be cleared of debris at the end of each day.
• Stormwater treatment areas will be graded first with the exception of the
infiltration/filtration areas.
Inlet protection must be installed both on the site and on Grenada Avenue. Additional
erosion control measures may be required during construction as deemed necessary by City
staff. The Applicant is responsible for meeting the requirements outlined in the MPCA
Construction Permit. Any additional measures required shall be installed and maintained by
the Applicant.
SSEECCUURRIITTIIEESS
The Applicant shall provide a Letter of Credit as security for the Applicant-installed
improvements relating to the site plan.
CONSTRUCTION COSTS
Removal and Restoration of Grenada Avenue for Driveways $ 6,000.00
Storm Sewer 74,466.00
Sanitary Sewer 3,000.00
Water Distribution 4,200.00
Grading, Erosion Control, and Restoration 39,737.50
SUBTOTAL - CONSTRUCTION COSTS $ 127,403.50
OTHER COSTS
Developer’s Design (6.0%) $ 7,644.21
Developer’s Construction Survey (2.5%) 3,185.09
City’s Legal Expense (0.5%) 637.02
City Construction Observation (7.0%) 8,918.25
Developer’s Record Drawing (0.5%) 637.02
Landscaping 10,000.00
SUBTOTAL - OTHER COSTS $ 31,021.59
TOTAL PROJECT SECURITIES $ 158,425.09
CASH FEES
A cash fee for one-year of streetlight operating expenses for Lots 1, Block 1, Grenada Business
Park 2nd Addition shall be paid with the final plat. The cash fee is calculated as follows:
96.68 f.f. x $0.2277/f.f./qtr. x 4 qtrs. = $88.06
Grenada Avenue Front Footage 2015 Streetlight Operating Fee Total
A cash fee for one-year of surface water management expenses for Lot 1, Block 1, Grenada
Business Park 2nd Addition shall be paid with the final plat and is calculated as follows:
GGRREENNAADDAA BBUUSSIINNEESSSS PPAARRKK 22NNDD AADDDDIITTIIOONN PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT
MMEENNDDEELLLL MMAACCHHIINNEE AADDDDIITTIIOONN SSIITTEE PPLLAANN
JJUUNNEE 1100,, 22001155
PPAAGGEE 88 OOFF 88
1.18 acres X 4.2 REU x $7.00/unit/qtr. x 4 qtrs. =
$138.77
Area of Lot 1, Block 1, Grenada
Business Park 2nd Addition Residential Equivalent
Utility Factor
2015 Surface Water Management
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
x $75.00/unit
= $75.00
Lots/Outlots 2015 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 Applicant 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 $3,822.11.
CASH REQUIREMENTS
Park Dedication Fee $ 5,378.44
Trunk Storm Sewer Area Charge 12,843.00
Streetlight Operating Fee 88.06
Surface Water Management Fee 138.77
City Base Map Updating Fee 75.00
City Engineering Administration (3.00%) $ 3,822.11
TOTAL CASH REQUIREMENT $ 21,985.38
RREECCOOMMMMEENNDDAATTIIOONN
Engineering recommends approval of the preliminary plat, final plat, easement vacation, lot
combination, grading and erosion control plan, utility plan and tree preservation plan for
Grenada Business Park 2nd Addition and the Mendell Machine Addition, subject to the
requirements and stipulations within this report.