CR2012-053 Site Plan Review - Former Mayon Plastics Building-4cv�'
May 30, 2012 JWWOPAW Council Report 12-53
SITE PLAN REVIEW — FORMER MAYON PLASTICS BUILDING
Proposed Action
Staff recommends the following motion:
remodel the former Mavon Plastics buildin
a si
At the Zoning and Planning meeting, Mr. Fisher moved and Mr. Datta seconded a motion to
adopt Resolution RZ12-3, recommending approval of a site plan to remodel the former Mayon
Plastics building into a retail building at 415 - 17th Avenue North. The motion was approved
unanimously.
Overview
Swervo Development Corporation has a purchase agreement for the former Mayon Plastics
building located at 415 - 17th Avenue North. It is proposed that the west side of the building will
be removed and the east side remodeled to permit a retail area of approximately 10,800 square
feet of retail.
There could be up to seven retailers in the remodeled building. At this time there are no retailers
that have been indentified. The parking area will be located on the west and south sides of the
building. The staff is recommending a PUD overlay zoning because of the tightness of the site
relative to parking.
Primary Issues to Consider
• What is the zoning of the property, and how has the Comprehensive Plan
designated the subject site?
• What are the specifics of the addition?
• What is the schedule for construction?
• What was the discussion at the Zoning and Planning meeting?
Supportinp- Documents
• Analysis of issues
• Resolution 12-33
Site plans
v
City Planner
Financial Impact: $ N/A Budgeted: Y/N Source:
Related Documents (CIP, ERP, etc.):
Notes:
CR12-53
Page 2
Primary Issues to Consider.
• What is the zoning of , the property, and how has the Comprehensive Plan
designated the subject site?
The zoning of the property is B-4, Neighborhood Business. The Comprehensive Plan has
designated this site as Commercial. Any proposed use will have to comply with the permitted
uses in the B-4 zoning district.
• What are the specifics of the addition?
Building
The west side of the existing building will be removed, and the east side will remain. The
remaining building will have windows added on the west side.
Parking
A parking area will be added on the west side of the site. Based on a net square footage of
10, 800, the site is required to have 54 parking spaces; the site plan indicates 57 parking spaces.
The parking spaces are 18' x 9' with a two -foot overhang on all the spaces except for the west
side. The parking spaces on the west side will only be 1' 4 inches from the lot line. There are
nine compact spaces on the south side of the site.
Access
The access from Fourth Avenue will remain in approximately the same location. There will be
no access from the site to the alley.
Exterior
The majority of the exterior of the building will be glass with a stone and brick veneer. The
brick will be above the windows and the stone below the windows. There will also be a metal
awning below the brick. The site plans shows the east side of the building being repainted.
There will be no access to the building from the east side. The columns on the building will be
lit.
Setbacks
There are no building setback lines that are affected. The setbacks on the remaining building are
grandfathered.
CR12-53
Page 3
Parking setbacks
The ordinance requires parking spaces to be two feet from the lot line most of the parking spaces
will be two feet from the lot line. Some of the parking spaces on the west side of the site that
will be V 4 inches from the lot line. This is unavoidable because of the width of the site.
The ordinance also requires that there is be parking in the front yard setback. The front yard is
Fourth Street, and the site plan indicates parking in this setback.
Landscaping
The applicant is required to plant 18 trees of the required size. The landscape plan indicates 18
trees of the required size. The majority of landscaping is located along the ends of the site.
Additional scrubs and perennials are located throughout the site.
The site plan does not detail a fence on the east side, but a fence will be required of at least four
feet on the north and south sides of the building.
Public Works
Before the construction of the LA Fitness building, a traffic study was completed for the LA
Fitness site and the Mayon site. It was recommended that additional right-of-way be taken from
the Mayon site for an additional lane to be constructed in the future. The site plan reflects the
additional right-of-way needed for an additional lane northbound and a six-foot sidewalk.
Surrounding Uses
The site is surrounded by Highway 7 to the north, LA Fitness to the west, residential to the east
and south.
Fire Marshal
The fire marshal has reviewed the preliminary plans and found them acceptable.
Trash
The trash area will be located on the south side of the site. The trash area will be screened with
composite wood and a metal steel frame. Screening is required by the ordinance.
Height
The building will remain the same, with a slight elevation increase on the north end with the new
fascia on the building.
Watershed District
This development will have to be approved by the Watershed District. Any City approvals will
CR12-53
Page 4
be contingent on their approval.
What is the schedule for construction?
The applicant would like to start construction as soon as possible.
What was the discussion at the Zoning and Planning meeting?
Ms. Anderson reviewed the redevelopment of the former Mayon site. Sheldon Berg,
representing the applicant, appeared before the Commission. Mr. Berg stated that they want to
start this summer and hope to be done in the fall. No one appeared at the public hearing.
Alternatives.
1. Approve the site plan to remodel the former Mayon Plastics building. By approving the site
plan, the applicant will be able to redevelop the site as proposed.
2. Deny the site plan to remodel the former Mayon Plastics building. By denying the site plan,
the applicant will not be able to redevelop the site as proposed. If the City Council considers
this alternative, findings will have to be identified that support this alternative.
3. Continue for further information. If the City Council indicates that further information is
needed, the item should be continued.
c2008 Westwood Professional Services, Inc.
Mayon Plastic
Retail Conversion
Hopkins, MN
for
Site, Removals, Grading & Erasion Control,
Utilities, and Landscaping
Prepared for:
Swervo Development Corporation
510 1st Avenue North, #200
Minneapolis, Mn 55403
Contact: Ned Abdul
Phone: 612-332-8323
Fax: 612-332-0262
Prepared by:
W Westwood Professional Services, Inc
7699 Anagram Drive
Eden Prairie, MN 55344
PHONE 952-937-5150
FAX 952-937-5822
-�yy-���-�J� TOLL FREE 1-688-937-51 so
Westwood I—,.westwoodps.com
Project number: 20081168
Contact: Gretchen Schroeder, PE
Sheet List Table
Sheet Number I Sheet Title
1 (Cover Sheet
2 Existing Conditions/ALTA Exhibit
13 Removals Plan
4 Site Plan
g Grading Drainage and Erosion Control Plan
6 Utility Plan
7 Landscape Plan
Vicinity Map
5 RD
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NO. DATE REWSION SHEETS
4/27/12 CITY COMMENTS ALL
Mayon Plastic
Renovation
for
Site, Removals, Grading & Erosion Control,
Utilities, and Landscaping
NOT FOR CONSTRUCTION
Date: 11/19/08 Sheet 1 of 7
20081169CVP01
1 2007 RLK INC.
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NW1/4 OF SECTION 24,
TOWNSHIP 117N, RANGE 22W
HENNEPIN COUNTY, MINNESOTA.
BENCHMARK
TNH (Top Nut of Hydrant)
-the top nut of the fire hydrant located at the Intersection f
17th Ave. N. and 4th Street. on the east fide of 17th Ave. N.
Ele, 955.Ofi feet (City of Hopkins).
TNH (Top nus
Nut of Hydrant)
-the top t f the fire hydrant located at the Intersection of
16th Ave. N. and 4th Street on the south side of 4th Street
Elev.- 955.48 feet (City of Hopkins).
BASIS OF BEARINGS
For the purposes -o1 this survey the East line of Block 1, SOUBA
ADDITION TO HOPKINS, according to the recorded plat themot.
Hennepin County. Minnesota is assumed to bear N01e22'28'E
LEGEND
0- IRON _PIPE MONUMENT FOUND
GM
9- CAST IRON MONUMENT
O = 3/4' IRON PIPE MONUMENT SET AND
MARKED WITH UCENSE NO. 23968
SAN MH
O = SANITARY SEWER MANHOLE
®w®= CATCH BASIN
1 e- HYDRANT
p4 = GATE VALVE
TELEPHONE MANHOLE
GAS METER
-9= ELECTRIC POWER POLE
>-EI.I= WY WIRE
V - ELECTRIC MANHOLE
I = TRAFFIC SIGNAL
O = ELECTRIC HAND HOLE
= GUARD POST
- SIGN
h} - LIGHT POLE
= EVERGREEN TREE
Q- DECIDUOUS TREE
X 000.00 - SPOT ELEVATION
= CONCRETE SURFACE
- BITUMINOUS SURFACE
= UNDERGROUND WATER UNE
> = SANITARY SEWER UNE
u> = STORM SEWER UNE
E = UNDERGROUND ELECTRIC UNE
a = OVERHEAD ELECTRIC UNE
FO = UNDERGROUND FIBER OP71C UNE
ur = UNDERGROUND TELEPHONE UNE
IIT = OVERHEAD TELEPHONE UNE
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AL TA/ACSM Land
Title Survey
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PLA T/NUM PROPER TIES
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MA YON PLA IS TICS
415 17th Ave N
Hopkins, Minnesota 55343
PROPERTY DESCRIPTION
(As per Schedule A of Commitment to Title from Lawyers Title Insurance Corporation, File No. 53536, dated
September 07, 2007.)
Lots 7 to 11 inclusive, Block 1, SOUBA ADDITION TO HOPKINS, according to the recorded plot thereof, Hennepin
County. Minnesota.
NOTES
1. Fee simple ownership is .sated M Mayon Properties. a Minnesota partnership.
2 Area of property is 37,547 sq.ft or 0.86 ocrea.
1 Property Is 11 rens.
4. Property Is zoned B-4 (Neighborhood Business) under applicable zoning regulations.
5. Setback information from the City of Hopkins:
Building setback.
Frontage Street - 12.5 feet
Side- 8 feet
Rear - 25 feet (alley as rear yard -no setback listed)
Building Height - 60 feet
1 Not setback far parking, con park in every yard setback except far front yard setback.
6. The property has access to 17th Ave. N.. 4th SL, Ailey, dedicated public Streets and Alley and to the paved
road within the right of way of MINN. STATE HWY. NO. 7.
7. The address of the property is 415 17th Ave N. Napkins, MN 55343.
8. No delineated parking stripes observed on property.
9. Above ground utilities have been field located as shown. Ail underground utility services Mich eons the property
I ticket number 70614473.
the services to ar her state One y l per have ahem ted to be Edd located through p
P
GoP
i n tn cases utilities
f u to rd locate underground atilt location. those
However. e f the f Nay in and it a ed tl g y
shown are fromCityof Hopkin and previous records. The wrveyorser makes b guarantees Th Not the underground
utilities shown omeall sash stsutilities to Me area either in service abandoned. The surveyor certify
alae. at
want that the -mater underground possible
shown ore bl the exact locationrue indicated although he does certify that they
un located m car trio as possible from Information available. The surveyor has of payaan located the
underground utilities. Prior to any excavation ar digging contact Gopher State One Call tar an on -rote location
(651-454-DO02)
10. The property lies in food Zone X ('Area determined to be outside the 0.2% annual chance floodplain') as
designated on Flood Insurance Rote Map Community Panel Number 341 of 479, Map Number 27053C0341E. Hennepin
County, Minnesota published by the Fsderd Emergency Management Agency effective dote September 2. 2004.
11. No Items are survey related within Schedule B -Section n of Commitment to Title from Lawyers Title Ineuronce
Corporation. File No. 53536, dated September 07, 2007.
SURVEYORS CERTIFICATION
hereby certify to Platinum Properties Group, Inc., Mayon Properties, a Minnesota partnership, and Lawyers Title
Insurance Corporation.
1. The survey (the 'Survey) to which this certificate is attached, prepared by the undersigned and captioned
'ALTA/AGSM Lend Title Survey', was actually made by Instrument survey on the ground In occordance with the legal
description provided by Lawyers Title Insurance Corporation (the 'Title Company) as contained In Schedule A to the
Title Companys commitment FI. N. 53536 dated September 07, 2007, (the 'Commitment'), and the information
shown thereon, ibd.dng without limitation, an courses and distances and the aro., is correct
2. The land described in the survey and any easements benefiting such land ore pursuant to Schedule A to the
Commitment far Title provided by Lawyers Title Insurance Corporation and am shown an the survey together with
visible buildings, structures, and improvements on said described property, and that them are no visible
orar.chments to od)Dining properties, streets, or alleys by any of said visible buildings, structures and
hnprovemente or any encroachments of visible right-ot-way err visible easements on .rod described property other
than shown thereon; that there are no party walls err visible encroachments, on said described property except as
shown on sold survey.
M All easements. oneroochments and other matters far which legal or other descriptions are provided In the
documents described in Schedule B -Section II to the Commitment and/or appearing from a careful visual inspection
are shown an the survey.
4. This Is to certify that this map or plot and the survey on which it is based were mode In accordance with the
'Minimum Standard Detail Requirements far ALTA/AGSM Land Title Surveys.' jointly established and adopted by ALTA
and NSPS In 2005 and Includes Items 1-6, 7(0), 7(b)(1), B-10, 11(0), 11(b), 13, 14, and 16 of Table A thereof.
Pursuant to the Accuracy Standards as adopted by ALTA and ACSM and in effect on the date of this certification,
undersigned further certifies in y professional opinion, as a land surveyor registered in the state of Minnesota, the
Relative Padtmnal Accuracy of this survey does not exceed that which ie specified therein.
Date 2007
Ml.hod E Cannon
MN Registration No. 4OC35
RLK Incorporated
9110 Blue Circle Drive, Suite 100
Minnetonka, Minnesota 55343
(952) 933-0972
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c2008 Westwood Professional Services, Inc.
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CAUTION: FIBER
\ OPTIC LINE ALONG II I6�
ENTIRE LENGTH OF
SIDEWALK, FIELD
VERIFY
EXISTING CATCH BASIN
TO REMAIN.
CONTRACTOR TO
REPLACECURB AND
SIDEWALK IN KIND AS
REQUIRED
GUY WIRE TO BE
RELOCATED,
CONTRACTOR TO
COORDINATE WITH
ELECTRIC COMPANY
CONTRACTOR TO
REPLACE CURB AND
SIDEWALK IN KIND AS
REQUIRED
SAWCUT CONCRETE -}�'
PAVEMENT I
REMOVE 4' WATER-
LINE SERVICE
CAUTION: FIBER
OPTIC LINE ALONG
ENTIRE LENGTH OF"
SIDEWALK, FIELD
VERIFY
CEN?RUNE STATE HwY. NO 7
Pd11NN, STAITE HWY. NO.
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Call 48 Hours before digging:
GOPHER STATE ONE CALL
Twin City Area 651-454-0002
Mn. Toll Free 1-800-252-1166
Removal Legend
PROPERTY LINE
---------- ------ RIGHT OF WAY
--------------- SAW CUT PAVEMENT
EXISTING REMOVALS
___.___..._..__ ............._...._. �444i-4+r4}} CURB k GUTTER
SANITARY SEWER
-- -- 44 WATER MAIN
HYDRANT
4' STORM SEWER
GAS
i 44k..l44'e• UNDERGROUND ELECTRIC
--- -4.4 .-. Fi . OVERHEAD ELECTRIC
- - - 1� UNDERGROUND TELEPHONE
-- ......irF... OVERHEAD TELEPHONE
-444k� TELEPHONE FIBER OPTIC
k}44}R}iiir CABLE TELEVISION
i t-........ RETAINING WALL
-._ _... _. FENCE
CONCRETE SIDEWALK
® CONCRETE
® BITUMINOUS TRAIL
BITUMINOUS PAVEMENT
®y BUILDING
x TREE
oI LIGHT POLE
7(e BOLLARD
X TRAFFIC SIGN
- _ - TREE LINE
Removal Notes
1. SITE CONDITIONS AND UTILITY LOCATIONS ARE TO BE VERIFIED PRIOR TO
EXCAVATION / DEMOLITION. IF ANY DISCRIPANCIES ARE NOTED, THE ENGINEER
SHALL BE IMMEDIATELY NOTIFIED.
2. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL" PRIOR TO
ANY WORK TAKING PLACE.
3. CONTRACTOR TO MAINTAIN ACCESS TO THE SITE AT ALL TIMES.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS.
5. THE CONTRACTOR SHALL TAKE ALL THE NECESSARY PRECAUTIONS PRIOR TO
ANY WORK STARTING TO PROTECT THE ADJACENT PROPERTIES.
6. THECONTRACTOR IS RESPONSEIBLE FOR MAINTAINING ALL EROSION CONTROL
BMP 's ON SITE-
7.
ITE7. ALL HAUL ROUTES SHALL BE APPROVED BY THE CITY.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ALL HAUL ROUTES
CLEAN.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY TEMPORARY SIGNAGE IN
ACCORDANCE WITH MNDOT STANDARDS.
INH=955.06� .-
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NOT FOR CONSTRUCTION
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Prepilired for
7 Eden S MN 553" SeMcey Inc Im.�ide OPEiS[ceJwi
FNONE 65213]-5150 Swervo, Development Corporation
FAX952-937-sau 570 1st Avenue North, #200TOLL FREE 1266937-5150 Gretchen Schroeder, P8
YlleStwood www..1--dil D. 4/27/12 , , 49360 a.®a o....l.. b,/d— 4/27/12 Mn 55403
Mayon
Plastic Retail
Conversion
Hocti316, Mn
X
0' 30' 60' 90'
20051168RMP01. dr
Dktc 11/19/08 sheet 3 OF 7
Removal Plan
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Grading Notes
1. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL
FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED
IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND.
2. CONTRACTORS SHALL REFER TO ARCHIT-ECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXIT
PORCHES, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS
AND NUMBER OF DOWNSPOUTS.
3. ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION AND
BACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA.
4. ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL AND SOD OR SEED. THESE AREAS SHALL BE WATERED UNTIL
A HEALTHY STAND OF GRASS IS OBTAINED. SEE LANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING
SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE
DEVICES SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE
MNDOT STANDARDS.
6. ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THIS SHEET.
7. CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE A SMOOTH FINISHED SURFACE WITH UNIFORM
SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES.
B. SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS do GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSED
CONTOURS ARE TO FINISHED SURFACE GRADE.
9. SEE GEOTECHNICAL REPORT FOR PAVEMENT THICKNESSES AND HOLD DOWNS.
10. CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITE GRADING AND UTILITY CONSTRUCTION IS
COMPLETED. THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE
REGULATING AGENCIES.
11. CONTRACTOR SHALL PROVIDE A STRUCTURAL RETAINING WALL DESIGN CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER.
12. ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION
SYSTEM (NPOES) PERMIT REQUIREMENTS.
13. PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILL BE REQUIRED ON THE SUBGRADE. PROOF
ROLLING SHALL BE ACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES WITH FULLY -LOADED TANDEM -AXLE DUMP TRUCK, OR
APPROVED EQUAL, IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTION OF THE INDEPENDENT TESTING
LABORATORY. AREAS OF FAILURE SHALL BE EXCAVATED AND RECOMPACTED AS SPECIFIED HEREIN.
14. EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE
SPECIFIED DENSITY METHOD AS OUTLINED IN MNDOT 2105.3F7 AND THE REQUIREMENT'S OF THE GEOTECHNICAL ENGINEER.
15. EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA. SHALL BE COMPACTED IN ACCORDANCE WITH
REQUIREMENTS OF THE ORDINARY COMPACTION METHOD AS OUTLINED IN MNDOT 2105.3172.
16. ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT GEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE
OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THE GEOTECHNICAL ENGINEER.
Call 48 Hours before digging:
GOPHER STATE ONE CALL
Twin City Area 651-454-0002
Mn. Toll Free 1-800-252-1166
Grading Legend
- -
- -
PROPERTY UNE
-- -980- -
x'980-
INDEX CONTOUR
-"' 9a2-
--962-
INTERVAL CONTOUR
• ............ ••-....-••••
CURB AND GUTTER
-
POND NORMAL WATER LEVEL
-
eSF�
SILT FENCE
-
-HDSF-
HEAVY DUTY SILT FENCE
sro
►►-�
STORM SEWER
--
DRAIN TILE
_
®
FLARED END SECTION (WITH RIPRAP)
®
RETAINING WALL
"I-
DRAIN TILE
- - - -
RIDGE LINE
-
GRADING LIMITS
ROCK CONSTRUCTION ENTRANCE
EROSION CONTROL BLANKET
®
TURF REINFORCEMENT MAT
z 91.00
SPOT ELEVATION
1rx
FLOW DIRECTION
TOP AND BOTTOM OF RETAINING WALL
R E.O.F.
85-00
EMERGENCY OVERFLOW
se -19
SOIL BORING LOCATION
OO
INLET PROTECTION
-ilU Li ;I
�I Erosion Control Notes
1. SILT FENCE WILL BE INSTALLED AROUND SITE IN ALL FILL AREAS AND LOCATIONS WHERE STORM WATER RUNOFF MAY LEAVE THE SITE,
' I PRIOR TO ANY EXCAVATION CONSTRUCTION ACTIVITIES.
:. ,,-_• /
-" -- 2. ROCK CONSTRUCTION ENTRANCE WILL BE INSTALLED AT ALL CONSTRUCTION ENTRANCES.
lJ 3. SILTATION AND EROSION CONTROL THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION AND
58.00 EROSION OF THE PROJECT AREA. THE CONTRACTOR SHALL USE ANY MEANS NECESSARY TO CONTROL THE EROSION AND SILTATION
55.78 F INCLUDING BUT NOT LIMITED CATCH BASIN INSERTS, ROCK CONSTRUCTION ENTRANCES, EROSION CONTROL BLANKET, AND SILT FENCE.
,aA t i EROSION CONTROL SHALL COMMENCE WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL THE WORK IS ACCEPTED BY THE
.►, - 1 ._._ I I I __ OWNER. THE CONTRACTOR'S RESPONSIBILITY INCLUDES ALL IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITION OF
SILT. THE OWNER MAY DIRECT THE CONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANY
6.3 5514 '�- DEPOSITION OF SILT OR MUD ON NEW OR EXISTING PAVEMENT OR IN EXISTING STORM SEWERS OR SWALES SHALL BE REMOVED AFTER
0
56.87 EACH RAIN AFFECTED AREAS SHALL BE CLEANED TO THE SATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR.
55 56.f ,y0 i _. -
--- 5 :- ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THE CONTRACTOR AFTER THE TURF IS ESTABLISHED.
6.15: 5 . _ : .. _......
56.00 4. CONTRACTOR SHALL INSTALL TEMPORARY INLET PROTECTION (WIMCO OR EQUIVALENT) AROUND ALL CATCH BASIN GRATE INLETS,
- 5 AFFECTED BY THIS CONSTRUCTION.
_ - 5. ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE RESTORED WITH SEED AND MULCH, SOD, WOOD FIBER
551 T s 06 - BLANKET OR BE HARD SURFACE WITHIN 2 WEEKS OF COMPLETION OF CONSTRUCTION.
- L �g55x-g5-F
55.20 5 S`"5M1 6. FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR WOOD FIBER BLANKET IS REQUIRED.
^ 54.52 5`p1 54.70 7. PUBLIC STREETS USED FOR HAULING SHALL BE KEPT FREE OF SOIL AND DEBRIS. STREET SWEEPING SHALL BE COMPLETED DAILY.
+:- - V5y5
5�9' M3 G Temporary Seeding and Mulching Note
- ::........-
_I .'I ? ALL AREAS NOT RECEIVING PAVEMENT AND STRUCTURES SHALL BE SEEDED AND MULCHED
WITH MNDOT 3876 MIXTURE NO. SOB. THESE AREAS SHALL BE SEEDED WITHIN 48 HOURS OF
-'
4'. '1: le , ;v COMPLETION OF ROUGH GRADING, IN ACCORDANCE WITH MNDOT 2575. SEEDED AREAS SHALL
�
,. S__� _ F.,,_ BE MULCHED (MNDOT 2575) WITH TYPE 1 MULCH AT A RATE OF 2 TONS PER ACRE AND
- - --; ` """ -�- ----- ---- -m,- ------ ::_:. _..._.... ... .._SHALL BE DISC -ANCHORED WITHIN 48 HOURS AFiER APPLYING SEED, OR AS DIRECTED BY
i
THE ENGINEER.
1 0' 30' 60' 90'
20D81168GDPOI.d"
NOT FOR CONSTRUCTION Mayon D�I. 11/19/08 Sheet 5 OF 7
W =y y e �, Prepared for Plastic Retail Gradin Drainage
7699Mynm Drhe dine npe.Wvn and Uw 1 m � dd7 9®rd RDP®loNAL
Eden PNIe, MN 5534a > �^' °7 �" �' ar Swervo Development Corporation • and Erosion Control
PHONE 953137-5150
EAX 952-937-SBII D� Conversion
TOLL, 1me-937-5150 GmtcLm 5cb o der, PE 510 lot Avenue North, #200 Plan
Westwood wvm .-odp.mm D� 4/27/12 21®r N> 43360 9.-d���e.ee Minneapolis, Mn 55403 Hopkins, Mn
c2018 Westwood Professional Services, Inc.
i
IE
I i
I
FrF -L
I
14'-12"RCP 0 0150%
EY. CBM -1!
RE=957.'.1 -
IEQJj=950.61 -
IE(NEW)=950.98
CORE DRILL ..
•
•
91'-12'RCP ® 0:50%
EXTEND 6' PVC SANITARY
SEWER SERVICE TO BUILDING
MATCH EXISTING INVERT • "- "--
ELEVATION { _ •
(FIELD VERIFY) 2
CBMH-4
DIA -48"
51'
RE=956.80
IE )=949.55
IE(N-
IE(N)=951.50 I
W-12" RCP ® 0.50%
IE(N)=949.50 -
ISOLATOR ROWS
SEE DETAIL
Storm Tech UNDERGROUND --
INFILTRATION SYSTEM
135 - SC -740 CHAMBERS
(INSTALLATION AND EXACT
DESIGN ACCORDING TO I
MANUFACTURER'S
SPECIFICATIONS)
IE(S)=949.50-
MAINTAIN
E(S)=949.50MAINTAIN 1.5' VERTICAL
SEPARATION BETWEEN
WATERMAIN STORM SEWER
6" DIP W/ 6" G.V. T0=
CONNECT TO EXISTING
WATERMAIN MANHOLE AND
EXTEND TO BUILDING �-
18' -PERFORATED
30"HDPE ® 0.20% _
CBMH-5
DIA -48" r:
RE=956 30
IE(N,SE)=949 54 �(
PERFORATEDy-,, -i_
PIPE -
/10
ar[ 55
'-----------
jL - -i
I
I I
Ir
PVC L
DPE
BLDG IE=948.70
COMMERCIAL/RETAIL
FFE 958.70:
. _. _... RD -7A__._..__.- - : �_------------- ---
IE(SW)=951.08
-30-HDPE ® 0.20%
9'-30"HDPE 0 0.20%
P
RE= 954 32
---- _
CBMH-6 IE(E,W)=949 72
__. ._-.._..._. ..... _ _......_._.._
RE=954.52
IE(NW,E)=949.67
STORM SEWER CASTING SCHEDULE
STRUCTURE NEENAH
MI luara rvoc nu CASTING TYPE
LUIm&7ff61aB1'*M►Lej.�
Q7 CROSSING 1
6'WAT = 947.5
30"STO = 949.5
DIF - 2.0'
-MAINTAIN 1.5' MIN. COVER
Q2 CROSSING 2
EX. 6"SAN = 943.1
12"STO = 950.9
DIF - 7.3'
I
I
e..w�
Prepared for.
Swervo Development Corporation
510 1st Avenue North, 8200
Minneapolis, Mn 55403
L
I Utility Legend
ne-ma °iwIDe �7&0e
�
I EXISTING
PROPOSED
J
PROPERTY LINE
----------- I
. - _ __
EASEMENT LINE
CURB AND GUTTER
► 9
SANITARY SEWER
F - --
FL
SANITARY SEWER FORCE MAIN
j
I ---�
►►�
STORM SEWER
1
WATER MAIN
HYDRANT W/AUX. VALVE
---s
cs
GAS
UNDERGROUND ELECTRIC
OVERHEAD ELECTRIC
UNDERGROUND TELEPHONE
OVERHEAD TELEPHONE
.._- ._ _. _.._-_.... _. .-. _. ....
_. _.-Fm------
FTW
TELEPHONE FIBER OPTIC
-.._._ �,,..........__.
rn
CABLE TELEVISION
►►►
DRAIN TILE
'�
►�
GATE VALVE
FLARED END SECTION (WITH RIPRAP)
-
-- A�
HjF
LIGHT POLE
Q
UTILITY CROSSING
NOT
FOR
CONSTRUCTIO]
W Esn MPmfeW-1 S mw i-
N SEW
PHONE 952-9373150
FA% 952937-5972
TOU.ME 19 937-5150
Westwood www.we a .dP .
Imo.,. F� w: �owu.
e..w�
Prepared for.
Swervo Development Corporation
510 1st Avenue North, 8200
Minneapolis, Mn 55403
D.-
Grrlchen Sch-ader, P8
r. 4/27/12 1 _ 7aa &3360
ne-ma °iwIDe �7&0e
Call 48 Hours before digging:
GOPHER STATE ONE CALL
Twin City Area 651-454-0002
General Utility Notes Mn. Toll Free 1-800-252-1166
1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF
EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS
UTIUT'Y COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION
SHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY
EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OF
DISCREPANCIES.
2. ALL SANITARY SEWER, STORM SEWER AND WATER MAIN INSTALLATIONS SHALL BE PER
MINNESOTA PLUMBING CODE AND IN ACCORDANCE WITH THE CURRENT EDITION OF 'STANDARD
SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND
STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF
MINNESOTA.
3. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL, STATE
AND LOCAL PERMITS FOR THE PROPOSED WORK OR VERIFY WITH THE OWNER OR ENGINEER
THAT PERMITS HAVE BEEN OBTAINED. PERMIT FEES SHALL BE THE RESPONSIBIUTY OF THE
CONTRACTOR UNLESS OTHERWISE ARRANGED WITH THE OWNER.
4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS
OF DOORWAYS, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING
UTIUTY CONNECTION LOCATIONS.
5. ALL PRIVATE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS OF
THE APPROPRIATE UTILITY COMPANY. THE CONTRACTOR SHALL COORDINATE THE SERVICE LINE
CONSTRUCTION WITH THE UTILITY COMPANIES.
6. CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY PERMITS FOR UTILITY CONNECTIONS, AND
UTILITIES SHALL BE INSPECTED AND APPROVED BY THE CITY. THE CITY SHALL BE NOTIFIED
48 -HOURS PRIOR TO COMMENCING WITH THE UTILITY CONSTRUCTION OR ANY REQUIRED
TESTING. CONTRACTOR SHALL NOT OPERATE, INTERFERE WITH, CONNECT ANY PIPE OR HOSE
TO, OR TAP ANY WATER MAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO
BY THE CITY. ANY ADVERSE CONSEQUENCES OF SCHEDULED OR UNSCHEDULED DISRUPTIONS
OF SERVICE TO THE PUBLIC ARE TO BE THE RESPONSIBILITY OF THE CONTRACTOR.
7. WATER MAIN LENGTHS AS SHOWN ARE APPROXIMATE HORIZONTAL LENGTHS. ALLOW FOR
ADDITIONAL PIPE WHEN INSTALLING ON SLOPES OR WHEN DEFLECTIONS ARE REQUIRED. THE
JOINT DEFLECTIONS SHALL NOT EXCEED THE MAXIMUM RECOMMENDED BY THE PIPE
MANUFACTURER OR BY LOCAL GOVERNING SPECIFICATIONS. FITTINGS REQUIRED TO CONSTRUCT
WATER MAIN SHALL BE INCLUDED IN WATER MAIN CONSTRUCTION.
8. PROVIDE WATER MAIN THRUST RESTRAINTS PER CITY STANDARD REQUIREMENTS.
9. A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER MAIN
CROSSINGS WITH SANITARY SEWER OR STORM SEWER UNLESS OTHERWISE NOTED WITH
INSULATION.
10. UTILITY SERVICES TYPICALLY TERMINATE 5' OUTSIDE BUILDING WALL UNLESS OTHERWISE
SHOWN OR NOTED.
11. ALL MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY.
12. ALL WATER LINES SHALL BE DUCTILE IRON WRAPPED IN POLYETHYLENE, CLASS 52 (UNLESS
OTHERWISE DENOTED) WITH 7.5' MINIMUM COVER. PROVIDE MINIMUM SEPARATION OF 18" FROM
SANITARY SEWER & STORM SEWER. INSULATE WATER MAIN IF LESS THAN 7.5' OF COVER.
13. INSULATION SHALL BE DOW STYROFOAM HI BRAND 35 OR EQUIVALENT, WITH 4 INCHES OF
THICKNESS.
14. SANITARY SEWER PIPE OUTSIDE THE BUILDING ENVELOPE SHALL BE POLYVINYL CHLORIDE
(PVC) SDR 35 OR 26. SDR 26 IS REQUIRED FOR DEPTHS GREATER THAN 15 FEET. SANITARY
SEWER PIPE WITHIN 5 FEET OF BUILDING AND UNDER FOOTINGS, PIPE SHALL BE PVC
SCHEDULE 40.
15. STORM SEWER PIPE SHALL BE REINFORCED CONCRETE PIPE (CLASS 5 FOR PIPE DIAMETERS
18" AND SMALLER, CLASS 3 FOR PIPE DIAMETERS 21" AND LARGER UNLESS OTHERWISE
NOTED) WITH R-4 GASKETS, OR HDPE STORM SEWER PIPE IF ALLOWED BY THE CITY. HDPE
STORM PIPE SHALL MEET REQUIREMENTS OF AASHTO M294, TYPE S WITH WATERTIGHT
CONNECTIONS. SEE PLAN FOR LOCATIONS WHERE RCP IS REQUIRED. PVC STORM SEWER PIPE
SHALL BE SCHEDULE 40 PIPE. FLARED END SECTIONS SHALL BE RCP WITH TRASH GUARDS &
RIP -RAP.
16. POST INDICATOR VALVES SHALL BE CLOW F-5750 (OR EQUIVALENT) MEETING AWWA
STANDARD C509 AND CITY STANDARDS. VALVE TO BE MECHANICAL JOINT RESIUENT WEDGE
GATE VALVE. POST TO BE ADJUSTABLE FOR 8 FEET WATER MAIN DEPTH. THE ELECTRICAL
ALARM SWITCH SHALL BE PART NO. PCVS2 (OR EQUIVALENT).
17. AFTER CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN
AS -BUILT RECORD OF UTILITY CONSTRUCTION. THE AS -BUILT SHALL INCLUDE LOCATION AND
LENGTH DEVIATIONS OR CHANGES TO THE PLAN. CONTRACTOR TO VERIFY WITH OWNER OR
ENGINEER WHETHER A PLAN WITH POST -CONSTRUCTION ELEVATIONS IS REQUIRED.
Mayon
Plastic Retail
Conversion
Hovlins. Mn
D.te 11/19/08 sheer 6 OF 7
Utility Plan
X
0' 30'
60' 90'
D.te 11/19/08 sheer 6 OF 7
Utility Plan
02008 Westwood Professional Services. Inc.
TRASH
IRE AND
NG PER
CTURAL
kND
1 %+a7 e<Wf tlrt m pt. war rpene y r e< vr. �.� a..teme
ee.a ..y�ade. m d,r. 1 v . ars .- . ltmOnmDint
Gsetrbea 5ctuoede•. PE
w a 4/77/12
v;
Site Data Chart
LEGAL
l5wrke� Inr
7109 A-7-Dd e
-0524V-S'=-
w
Ed- P,t MN 50
Eden Retdb MN SSDC4
PARKING PARKING
PHONE DS24V-5150
PROPOSED USE
TMX 15745730E
Wostwood
TOLL
TOLL FREE 141IIIIII937i15D
—meeedP—,
1 %+a7 e<Wf tlrt m pt. war rpene y r e< vr. �.� a..teme
ee.a ..y�ade. m d,r. 1 v . ars .- . ltmOnmDint
Gsetrbea 5ctuoede•. PE
w a 4/77/12
v;
Site Data Chart
LEGAL
LOT AREA
LDG AREJ REQUIRED
PARKING PARKING
DESCRIPTION
PROPOSED USE
(ACRE)
(SF) PRARK
REQUIRED PROVIDED
-___----
EASIDMENT LINE
AT OG
CURB AND GUTTER
TOTAL
0.86 AC
1 10,600 1 1-0/200
54 57-
-8 STALLS ARE COMPACT (14%)
Ej Site Details
1 8612 CURB de GUTTER
2 CONCRETE DRIVEWAY APRON
3 MONUMENT SIGN
6 INTEGRAL CURB AND WALK
8 CONCRETE TRASH PAD
9 PRIVATE CONCRETE SIDEWALK
10 ADA ACCESSIBLE PEDESTRIAN CURB RAMP
11 LOADING AREA
20 PAVEMENT SECTIONS
Sign Legend
R==ERENCE
S.1 STOP SIGN
S.2 HANDICAP ACCESSIBLE
Site Legend
SIZL MnnQT DESIGNATION
30" X 30" R1-1
12" X 18" R7 -BM
NOT FOR CONSTRUCTION
odnea: Prepared for.
Swervo Development Corporation
a..e
STD 7st Avenue North, 9'200
1-4 Dmft W/d— -WmnespDiis, Mn 55403
Call 48 Hous beto•e digging:
GOPHER STATE ONE CALL
Twin Clay Area 651-454-0002
Mn. Toll Free '.-800-252-1166
General Site Notes
1. SURVEY BACKGROUND INFORMATION FOR THIS PROJECT PROVIDED BY RLK,
MINNETONKA. MINNESOTA, OCTOBER 5, 2007.
2. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTIUTIES AS
SHOWN ON THIS PLAN ARE APPROXIMATE CONTRACTOR SHALL FIELD VERIFY
SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO
EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THE
ENGINEER SHOULD BE NOTIFIED IMMEDIATELY.
3. REFER TO BOUNDARY SURVEY FOR LCT BEARINGS, DIMENSIONS AND AREAS.
4. ALL DIMENSIONS ARE TO FACE OF CURB OR EXTERIOR FACE OF BUILDING
UNLESS OTHERWISE NOTED.
5. REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND
LOCATIONS OF EXITS, RAMPS, AND TRUCK DOCKS.
6. ALL CURB RADII SHALL BE 3.0 FEET (TO FACE OF CURB) UNLESS OTHERWISE
NOTED.
7. ALL CURB AND GUTTER SHALL BE 8612 UNLESS OTHERWISE NOTED.
B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING
TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS,
DIRECTIONAL SIGNS, FLAGGERS AND LIGHTS TO CONTROL THE MOVEMENT OF
TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE
APPROVED BY THE CITY AND ENGINEER PRIOR TO PLACEMENT. TRAFFIC
CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS
9. BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE WITH
THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER.
10. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING
CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY
DAMAGE TO ADJACENT PROPERTIES.
11. SITE LIGHTING SHOWN ON PLAN 15 FOR REFERENCE ONLY. REFER TO UGH71NG
PLAN PREPARED BY OTHERS FOR SITE LIGHTING DETAILS AND PH070METRICS.
Signage and Striping Notes
1. PARKING LOT STRIPING SHALL BE 4" WIDE COLOR WHITE, TWO COATS OF
PAINT. CONTRACTOR SHALL PAINT ANY/ALL DIRECTIONAL TRAFFIC ARROWS
AS SHOWN IN WHITE (TWO COATS).
2. ACCESSIBLE PARKING PROVIDED PER ADA CODE. CONTRACTOR SHALL PAINT
ALL ACCESSIBLE STALLS, ACCESSIBLE LOGOS AND CROSS HATCH ACCESSIBLE
LOADING AISLES WITH BLUE PAVEMENT MARKING PAINT (TWO COATS).
3. ALL SIGNS SHALL INCLUDE POST, CONCRETE FOOTING AND CASING WHERE
REOUIRED. CONCRETE CASING REOUIRED IN LOCATIONS WHERE POST IS NOT
PROTECTED BY CURB.
4. ALL STOP SIGNS SHALL INCLUDE A 24" WIDE PAINTED STOP BAR IN WHITE
PAINT (TWO COATS) PLACED AT THE STOP SIGN LOCATION, A MINIMUM OF 4'
FROM CROSSWALK." ALL STOP BARS SHALL EXTEND FROM DIRECTIONAL
TRANSITION BETWEEN LANES TO THE CURB.
5. ALL SIGNS SHALL BE BE PLACED 18" BEHIND THE BACK OF CURB UNLESS
OTHERWISE NOTED.
Mayon
Plastic Retail
Conversion
Hovkins. Mn
r
I
0' 30' 50' 90'
20D811fi8SPP01.d.
Defe 04/27/12 SNeee 4 OF 7
Site Plan
I
PROPERTY LINE
LOT LINE
---- --
SETBACK LINE
_ _.. .. -_ _ - - _
-___----
EASIDMENT LINE
CURB AND GUTTER
---- ----
POND NORMAL WATER LEVEL
RETAINING WALL
-- - ---- ^---
- - -
FENCE
CONCRETE PAVEMENT
0
CONCRETE SIDEWALK
O
NUMBER OF PARKING STALLS
T[]
TRANSFORMER
SITE LIGHTING
TRAFFIC SIGN
_
x
POWER POLE
o
BOLLARD / POST
ARCHITECTUAL CONSTRUCTION
LIMITS
PATIO AREA
:-------
FIBER OPTIC LINE
NOT FOR CONSTRUCTION
odnea: Prepared for.
Swervo Development Corporation
a..e
STD 7st Avenue North, 9'200
1-4 Dmft W/d— -WmnespDiis, Mn 55403
Call 48 Hous beto•e digging:
GOPHER STATE ONE CALL
Twin Clay Area 651-454-0002
Mn. Toll Free '.-800-252-1166
General Site Notes
1. SURVEY BACKGROUND INFORMATION FOR THIS PROJECT PROVIDED BY RLK,
MINNETONKA. MINNESOTA, OCTOBER 5, 2007.
2. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTIUTIES AS
SHOWN ON THIS PLAN ARE APPROXIMATE CONTRACTOR SHALL FIELD VERIFY
SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO
EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THE
ENGINEER SHOULD BE NOTIFIED IMMEDIATELY.
3. REFER TO BOUNDARY SURVEY FOR LCT BEARINGS, DIMENSIONS AND AREAS.
4. ALL DIMENSIONS ARE TO FACE OF CURB OR EXTERIOR FACE OF BUILDING
UNLESS OTHERWISE NOTED.
5. REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND
LOCATIONS OF EXITS, RAMPS, AND TRUCK DOCKS.
6. ALL CURB RADII SHALL BE 3.0 FEET (TO FACE OF CURB) UNLESS OTHERWISE
NOTED.
7. ALL CURB AND GUTTER SHALL BE 8612 UNLESS OTHERWISE NOTED.
B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING
TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS,
DIRECTIONAL SIGNS, FLAGGERS AND LIGHTS TO CONTROL THE MOVEMENT OF
TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE
APPROVED BY THE CITY AND ENGINEER PRIOR TO PLACEMENT. TRAFFIC
CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS
9. BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE WITH
THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER.
10. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING
CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY
DAMAGE TO ADJACENT PROPERTIES.
11. SITE LIGHTING SHOWN ON PLAN 15 FOR REFERENCE ONLY. REFER TO UGH71NG
PLAN PREPARED BY OTHERS FOR SITE LIGHTING DETAILS AND PH070METRICS.
Signage and Striping Notes
1. PARKING LOT STRIPING SHALL BE 4" WIDE COLOR WHITE, TWO COATS OF
PAINT. CONTRACTOR SHALL PAINT ANY/ALL DIRECTIONAL TRAFFIC ARROWS
AS SHOWN IN WHITE (TWO COATS).
2. ACCESSIBLE PARKING PROVIDED PER ADA CODE. CONTRACTOR SHALL PAINT
ALL ACCESSIBLE STALLS, ACCESSIBLE LOGOS AND CROSS HATCH ACCESSIBLE
LOADING AISLES WITH BLUE PAVEMENT MARKING PAINT (TWO COATS).
3. ALL SIGNS SHALL INCLUDE POST, CONCRETE FOOTING AND CASING WHERE
REOUIRED. CONCRETE CASING REOUIRED IN LOCATIONS WHERE POST IS NOT
PROTECTED BY CURB.
4. ALL STOP SIGNS SHALL INCLUDE A 24" WIDE PAINTED STOP BAR IN WHITE
PAINT (TWO COATS) PLACED AT THE STOP SIGN LOCATION, A MINIMUM OF 4'
FROM CROSSWALK." ALL STOP BARS SHALL EXTEND FROM DIRECTIONAL
TRANSITION BETWEEN LANES TO THE CURB.
5. ALL SIGNS SHALL BE BE PLACED 18" BEHIND THE BACK OF CURB UNLESS
OTHERWISE NOTED.
Mayon
Plastic Retail
Conversion
Hovkins. Mn
r
I
0' 30' 50' 90'
20D811fi8SPP01.d.
Defe 04/27/12 SNeee 4 OF 7
Site Plan
I
p ------------- ------------------
---------- -
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EASIING
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>MIiED SLOON
FlNISHEO BOOR
LINE
NSIIE
WOOD RIM
PNG vER11GLL
SPTTENS
>NNiEDFSAA�
E
RusesaREcrcuNG •moN, RusHanEcna+G -StoE
(REAR SMwwl
El TRASH ENCLOSURE ELEVATIONS
„r.,•�
8SOUTH 4TH STREET ELEVATION
suj D NG
T
AS \ WEST (17TH AVENUE NORTH) ELEVATION
re• = r-0•
5 1
4
A3 EAST (ALLEY) ELEVATION
3
Al NORTH STATE HIGHWAY NO ELEVATION
2 1
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A200
e 2008 Westwood Professional Services, Inc.
MINN. STATE HWY. N0.7
18" MAINTENANCE
STRIP ALONG BUILDING.
AREA TO BE SHREDDED
4TH ST.
Landscape Data
CITY LANDSCAPE REQUIREMENTS:
1 TREE/1,000 SF. OF GROSS BUILDING FLOOR AREA (1,000 SF./12,900 SF. = 13 TREES)
OR
1 TREE/50 LF. OF SITE PERIMETER (50 LF/ 869 LF. = 18 TREES)
WHICHEVER IS GREATER.
REOUBtED PLANT MATERIAL SIZE:
DECIDUOUS TREES 2.5 INCHES
EVERGREEN TREES 6' IN HEIGHT
SHRUBS USED FOR SCREENING 24' IN HEIGHT
REQUIRED LANDSCAPING:
REQUIRED TREES - 18 TREES (45 CAL. IN.)
Preliminary Plant Schedule
SYMBOL
CODE QTY. COMMON/BOTANICAL NAME
SIZE
SPACING O.C.
OVERSTORY
ON COMPACTED SOIL MOUND
B
--
PROVIDED LANDSCAPING:
Coed B. Feign, PLA
Dtle: �27� 1Jaeo.a Na. 46508
SGM
4 Slenno Glen Maple / Acer x Geemonii 'Sienna'
2.5" BB
AS SHOWN
O
SLH
4 Skyline Honeyfocust / Gleditsia triconthos Vor. inennis 'Skycoie'
2.5' Be
AS SHOWN
RGD
14
Red Gnome Dogwood / Comus olba sibirica 'Red Gnome'
24' HT., POT
4'-0" O.C.
ORNAMENTAL
8 TREES (20 CAL IN.)
4
MJJ
12
Mint Julep Juniper / Juniperus chinensis 'Monlep'
JTL
4 Japanese Tree Lilac / Syringo reticulata
2.5' BB
AS SHOWN
II
ALC
34
Alpine Currant / Ribes alpinum
24" HT. POT
3'-0" 0 C
2.5' ORNAMENTALS -
2 (4/2) TREES (10 CAL IN.)
MIW
EVERGREEN
Minuet Weigela / Weigela 8arlda 'Minuet'
6
3'-0' O.C.
TOTAL TREES PROVIDED ON SITE -
18 TREES (45 CAL IN.)
BHS
3 Block Hills Spruce / Piceo glauca dwsata
6' HT., BB
AS SHOWN
iw
CGS
3 Colorado Green Spruce / Picea pungens
6' HT., BB
AS SHOWN
EXISTING TREES TO REMAIN:
2 TREES (EVERGREENS)
SHRUBS k
OeMHa�
114
ON COMPACTED SOIL MOUND
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--
PROVIDED LANDSCAPING:
Coed B. Feign, PLA
Dtle: �27� 1Jaeo.a Na. 46508
----
TEA
19
Techny Arborvftoe / Thuja occidentalis 'Techny
4' BB
4'-0' O.C.
4' OF SPECIFIED MULCH AND WEED
Shl�
RGD
14
Red Gnome Dogwood / Comus olba sibirica 'Red Gnome'
24' HT., POT
4'-0" O.C.
2.5' OVERSTORY DECIDUOUS -
8 TREES (20 CAL IN.)
0
MJJ
12
Mint Julep Juniper / Juniperus chinensis 'Monlep'
24' SPRO., POT
4'-0' O.C.
6' EVERGREENS -
6 TREES (15 CAL IN.)
II
ALC
34
Alpine Currant / Ribes alpinum
24" HT. POT
3'-0" 0 C
2.5' ORNAMENTALS -
2 (4/2) TREES (10 CAL IN.)
MIW
20
Minuet Weigela / Weigela 8arlda 'Minuet'
24" HT. POT
3'-0' O.C.
TOTAL TREES PROVIDED ON SITE -
18 TREES (45 CAL IN.)
LA27
SMS
15
Snowmound Spirea / Spiraeo nipponica 'Snowmound'
24" HT.. POT
3'-0' O.C.
REMOVE CONTAINER, SET SOIL
MINIMUM BALL SIZE_
MASS ON COMPACTED SGL MOUND
SUBSOIL OR COMPACTED SOIL
MATCHING PERENNIALS NATURAL
PERENNIALS
112
FINISHED SITE GRADE.
N.T.S.
GRADE,
EVERGREEN TREE
ALL PERENNIAL PLANTING BEDS
_ FRG
40
Feather Reed Grass / Calamagrostis x owtilom 'Kan Foerster
NO 1 CONT.
24" QC.
Plantm Notes
g
LEAVE LEADERS INTACT.
ASO
SOD
33
39
Apricot Spwkles Daylily / Hemerocallis 'Ap cot Sparkles'
Stella -Stdla
NO. 1 CONT,
18" O.C.
DECIDUOUS AND CONIFEROUS TREES:
Top STAKES 5' ABOVE GROUND
ADJACENT TO LAWN AREAS.
(MAX.) OR TO FIRST BRANCH.
BOTTOM OF STAKE 3' (MIN.)
de Oro Daylily / Hemerocallis de Oro'
NO. 1 CONT.
18" O.C.
TO BE 2'X2' STAINED WOOD OR
PAINTED STEEL DELINEATOR
SCARIFY SIDES AND BOTTOM OF
NOTE:
QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN
THF FVFNT OF A QISCRFPANCY_
1. CONTRACTOR SHALL CONTACT GOPHER 'ONE CALL- (651-454-0002 or 800-252-1165) TO VERIFY LOCATIONS
OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL.
2. ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS.
3, NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE
IMMEDIATE AREA.
4. ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID
AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR.
5. CONTRACTOR SHALL PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON
THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING.
REPLACEMENT PLANT MATERIAL SHALL ALSO HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING.
6. ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA -GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE
TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS
ALL PLANTS SHALL BE FREE FROM DISEASE. PESTS, WOUNDS, SCARS, ETC.
ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES.
ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES.
ALL PLANTSSHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING.
CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS
THAN 5:3.
7. PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI 260.1-2004 OR MOST CURRENT VERSION)
REQUIREMENTS FOR SIZE AND TYPE SPECIFIED.
8. PLANTS TO BE INSTALLED AS PER STANDARD ANSI PLANTING PRACTICES.
9. PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL -IN MATERIALS IF
NECESSARY; TEMPORARY ONLY.
10. OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT
POTS.
11. PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING.
12. WRAP ALL SMOOTH -BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST.
13. STAKING OF TREES OPTIONAL: REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR.
14. THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING.
LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS.
15. BACKFILL SOIL TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL
DEBRIS, AND LARGE WEEDS
16. ALL SHRUB PLANTING BEDS (WITHIN SODDED AREAS) SHALL HAVE WEED BARRIER FABRIC, 4" OF SHREDDED
HARDWOOD MULCH AND VALLEY -VIEW BLACK DIAMOND (OR EQUAL) POLY EDGING. THE EDGING SHALL BE
PLACED WITH SMOOTH CURVES AND AT LEAST 3' FROM THE CENTERS OF EVERGREEN TREES. UTILIZE CURBS
AND SIDEWALKS FOR EDGING WHERE POSSIBLE. PARKING LOT ISLANDS TO BE SODDED WITH SHREDDED
HARDWOOD MULCH AROUND ALL TREES AND SHRUBS
17. ALL PERENNIAL BEDS AND ORNAMENTAL GRASS BEDS SHALL HAVE 2' OF SHREDDED HARDWOOD MULCH AND
VALLEY -VIEW BLACK DIAMOND (OR EQUAL) POLY EDGING. THE EDGING SHALL BE PLACED WITH SMOOTH
CURVES UTIUZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE.
18. FOUR INCHES OF SHREDDED HARDWOOD MULCH SHALL BE USED AROUND ALL TREES WITHIN TURF AREAS.
19. SHREDDED HARDWOOD MULCH 4' DEEP SHALL BE PROVIDED IN ALL PLANTING BEDS ADJACENT TO SIDEWALKS
AND DRIVEWAYS.
21. WASHED RIVER ROCK MULCH TO BE USED BEHIND BUILDING AS SHOWN ON PLAN. WASHED RIVER ROCK MULCH
SHALL BE 1-1/2' TO 3' IN DIAMETER AND SHALL HAVE A DEPTH OF 6 INCHES. WEED BARRIER FABRIC SHALL
BE PLACED UNDER ALL ROCK MULCH AREAS.
22. ALL DISTURBED AREAS TO BE SODDED UNLESS OTHERWISE NOTED. SOD TO BE STANDARD MINNESOTA GROWN
AND HARDY BLUEGRASS MIX. ALL SOD AREAS SHALL BE PREPARED WITH 4' OF TOPSOIL AND RAKED TO
REMOVE DEBRIS AND ENSURE DRAINAGE SLOPES OF 3:1 OR GREATER SHALL BE STAKED.
23. PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE IRRIGATION WILL BE DESIGN/BUILD BY LANDSCAPE
CONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR
APPROVAL PRIOR TO INSTALLATION OF IRRIGA71ON SYSTEM. ALL INFORMATION ABOUT INSTALLATION AND
SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR.
24. CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY
ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR.
25. REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO
THE SITE DISTURBED DURING CONSTRUCTION.
26. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER.
NOT FOR CONSTRUCTION
7999 Arupram orwa
EMn Prairie, MN6.
W yye4O W ProfeSimal S mim Inc
PHONE 9R-Afi/3150
FAX 952-937-5912
TOLL FREE 143&937-5190
We5CVV60d www.w'_w_dpvmm
1 Lv'q mJ(r ihw x,: pim wv p,.pud q me m ....+- v7
� ,,,pa.w„ .m uW r .z . 4wr im.a ulvoscArE
,� M� d
REMOVE CONTAINER. SET SOIL MASS
OeMHa�
Prepared for.
Swervo Development
520 1st Avenue North, 8200
Minneapolis, Mn 55403
ON COMPACTED SOIL MOUND
��
--
MATCHING SHRUBS NATURAL
Coed B. Feign, PLA
Dtle: �27� 1Jaeo.a Na. 46508
----
GROUNDLINE WITH FINISHED GRADE.
TREES:
ALL PLANTING BEDS SHALL RECEIVE
TOP STAKES 5' ABOVE GROUND
4' OF SPECIFIED MULCH AND WEED
Shl�
BOTTOM OF STAKE 3' (MIN.)
BARRIER FABRIC.
BELOW GROUND. STARING
p�
EDGE ALL PLANTING BEDS NTH
WOOD OR PAINTED STEEL
SPECIFIED EDGER WHERE ADJACENT
DELINEATOR POSTS. PLACE 3
i
TO LAWN AREAS.
'
OMOLE.
SCARIFY SIDES AND BOTTOM OF
16' LONG POLYPROPYLENE OR
II
POLYETHYLENE. 40 MIL. 1 Y,-
'If
WIDE STRAP.
BACKFILL PUNT PIT WITH SPECIFIED
PLACE 4" DEPTH OF SPECIFIED
DI
BACKFILL SGL
FORM 3" DEEP WATERING BASIN.
N.T.S.
„�
SHRUB PLANING
-
usr REwsr
09 °
LA27
HOLE.
REFER TO AMERICAN STANDARD
FOR NURSERY STOCK FOR
REMOVE CONTAINER, SET SOIL
MINIMUM BALL SIZE_
MASS ON COMPACTED SGL MOUND
SUBSOIL OR COMPACTED SOIL
MATCHING PERENNIALS NATURAL
MOUND MATCHING TREES
GROUNDLINE WITH FINISHED SITE
FINISHED SITE GRADE.
N.T.S.
GRADE,
EVERGREEN TREE
ALL PERENNIAL PLANTING BEDS
LA29
SHALL RECEIVE 2" COMPOST
MULCH.
LEAVE LEADERS INTACT.
EDGE ALL PLANTING BEDS WITH
GUYING AND STAKING IS MANDATORY
SPECIFIED EDGER WHERE
DECIDUOUS AND CONIFEROUS TREES:
Top STAKES 5' ABOVE GROUND
ADJACENT TO LAWN AREAS.
(MAX.) OR TO FIRST BRANCH.
BOTTOM OF STAKE 3' (MIN.)
�t
BELOW GROUND. STAKING POSTS
CULTIVATE TO 10" MINIMUM.
TO BE 2'X2' STAINED WOOD OR
PAINTED STEEL DELINEATOR
SCARIFY SIDES AND BOTTOM OF
OUIDISTANT AROUND AND
HOLE.
OUTSIDE ROOT BALL SECURE
=1`
TREE TO POSTS NTH 16" LONG
POLYPROPYLENE DR
POLYETHYLENE, 40 NIL., 1
BACKFILL PLANT PIT NTH 1/4
WIDE STRAP.
PART COMPOST TO 1 PART
WRAP FROM GROUNDUNE UPWARD TO
EXISTING TOPSOIL WELL MIXED
FIRST BRANCHES.
N. T. S.
2
OVER PLANT PITS - DO NOT PILE
PERENNIAL PLANTING
AGAINST TRUNK.
G
6°
LA2
BACKFILL PLANT PIT WITH SPECIFIED
NOT FOR CONSTRUCTION
7999 Arupram orwa
EMn Prairie, MN6.
W yye4O W ProfeSimal S mim Inc
PHONE 9R-Afi/3150
FAX 952-937-5912
TOLL FREE 143&937-5190
We5CVV60d www.w'_w_dpvmm
1 Lv'q mJ(r ihw x,: pim wv p,.pud q me m ....+- v7
� ,,,pa.w„ .m uW r .z . 4wr im.a ulvoscArE
,� M� d
R"'�x
_-
OeMHa�
Prepared for.
Swervo Development
520 1st Avenue North, 8200
Minneapolis, Mn 55403
INTACT.
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paws
Coed B. Feign, PLA
Dtle: �27� 1Jaeo.a Na. 46508
----
R.md Dawiat lnydtle
Corporation
Mayon
Plastic Retail
Conversion
?ioDkins. Mn
Call 48 Hours before digging:
GOPHER STATE ONE CALL
Twin City Area 651-454-0002
Mn. Toll Free 1-800-252-1166
0' 30' 60' 90'
2008116SPLPDI
ee
Ihte 11/19/08 sllb 7 OF 7
Landscape Plan
PRUNE OUT MISDIRECTED
BRANCHES. LEAVE LEADERS
INTACT.
GUYING AND STAKING IS
MANDATORY FOR ONE (1) YEAR ON
ALL DECIDUOUS ANDCONIFEROUS
TREES:
TOP STAKES 5' ABOVE GROUND
(MAX.) OR TO FIRST BRANCH.
BOTTOM OF STAKE 3' (MIN.)
BELOW GROUND. STARING
p�
POSTS TO BE 2"X2' STAINED
WOOD OR PAINTED STEEL
DELINEATOR POSTS. PLACE 3
i
POSTS EQUIDISTANT AROUND
AND OUTSIDE ROOT BALL.
SECURE TREE TO POSTS WITH
16' LONG POLYPROPYLENE OR
II
POLYETHYLENE. 40 MIL. 1 Y,-
'If
WIDE STRAP.
• I'2
PLACE 4" DEPTH OF SPECIFIED
DI
MULCH OVER PLANT PITS - DO
NOT PILE AGAINST TRUNK.
FORM 3" DEEP WATERING BASIN.
yyy
.;--
BACKFILL PLANT PIT NTH
SPECIFIED BACKFILL SOIL
-
SCARIFY SIDES AND BOTTOM OF
_
HOLE.
REFER TO AMERICAN STANDARD
FOR NURSERY STOCK FOR
MINIMUM BALL SIZE_
SET ROOT BALL ON UNDISTURBED
SUBSOIL OR COMPACTED SOIL
MOUND MATCHING TREES
NATURAL GROUNDLINE WITH
FINISHED SITE GRADE.
N.T.S.
EVERGREEN TREE
BAST REWsn:
LA29
PLANTING
PRUNE OUT MISDIRECTED BRANCHES.
LEAVE LEADERS INTACT.
,E
GUYING AND STAKING IS MANDATORY
FOR ONE (1) YEAR ON ALL
DECIDUOUS AND CONIFEROUS TREES:
Top STAKES 5' ABOVE GROUND
�m
(MAX.) OR TO FIRST BRANCH.
BOTTOM OF STAKE 3' (MIN.)
�t
BELOW GROUND. STAKING POSTS
6
'yp
TO BE 2'X2' STAINED WOOD OR
PAINTED STEEL DELINEATOR
POSTS. PLACE 3 POSTS
OUIDISTANT AROUND AND
+$
OUTSIDE ROOT BALL SECURE
=1`
TREE TO POSTS NTH 16" LONG
POLYPROPYLENE DR
POLYETHYLENE, 40 NIL., 1
WIDE STRAP.
WHERE WRAPPING IS CALLED FOR:
WRAP FROM GROUNDUNE UPWARD TO
FIRST BRANCHES.
PLACE 4" DEPTH OF SPECIFIED MULCH
2
OVER PLANT PITS - DO NOT PILE
DIAMETER
AGAINST TRUNK.
FORM 3" DEEP WATERING BASIN.
BACKFILL PLANT PIT WITH SPECIFIED
BACKFILL SOIL
_I -
SCARIFY SIDES AND BOTTOM OF HOLE.
II iYI
REFER TO AMERICAN STANDARD FOR
NURSERY STOCK FOR MINIMUM BALL
SIZE.
SET ROOT BALL ON UNDISTURBED
SUBSOL OR COMPACTED SOIL MOUND
MATCHING TREES NATURAL
GROUNDLINE WITH FINISHED SITE
GRADE. N.T.S.
®�
DECIDUOUS TREE
R
. i-
LA28
PLANTING
Mayon
Plastic Retail
Conversion
?ioDkins. Mn
Call 48 Hours before digging:
GOPHER STATE ONE CALL
Twin City Area 651-454-0002
Mn. Toll Free 1-800-252-1166
0' 30' 60' 90'
2008116SPLPDI
ee
Ihte 11/19/08 sllb 7 OF 7
Landscape Plan
CITY OF HOPKINS
Hennepin County, Minnesota
RESOLUTION NO: 12-33
RESOLUTION MAKING FINDINGS OF FACT AND
APPROVING A SITE PLAN TO REMODEL
THE BUILDING AT 415 -17TH AVENUE NORTH
WHEREAS, an application for Site Plan Review SPR12-1 has been made by Swervo
Development;
WHEREAS, the procedural history of the application is as follows:
1. That an application for a Site Plan was made by Swervo Development, on
April 27, 2012;
2. That the Hopkins Zoning and Planning Commission, pursuant to mailed and
published notice, held a public hearing on the application and reviewed such
application on May 29, 2012: all persons present were given an opportunity
to be heard;
3. That the written comments and analysis of City staff were considered; and,
4. A legal description of the subject property is as follows:
Lots 7, 8, 9, 10, and 11, Block 1 Souba Addition.
NOW, THEREFORE, BE IT RESOLVED that the application for Site Plan Review SPR 12-
1 is hereby approved based on the following Findings of Fact:
1. That the Planning Commission reviewed the proposed redevelopment.
2. That the proposed use meets the requirements for site plan review.
BE IT FURTHER RESOLVED that application for Site Plan Review SPR12-1 is hereby
approved subject to the following conditions:
1. That there is no vehicle access from the site to the alley.
2. That there be no deliveries from the alley.
3. That a fence of minimum height of four feet be constructed on the north and
south sides of the building.
4. That the property be rezoned to a PUD overlay district.
5. That a PUD agreement be approved and executed.
6. That the watershed district approves the proposed development.
Adopted this 5th day of June 2012.
ATTEST:
Eugene J. Maxwell, Mayor
Kristine A. Luedke , City Clerk