ITEM 3.2TPC3601 Thurston Avenue N, Suite 100
Anoka, MN 55303
Phone: 763,231.E5840
Facsimile: 763.427.0520
TPC@uPlanningCo.com
PLANNING REPORT
TO: Otsego Planning Commission
FROM: D. Daniel Licht, AICP
RE: Otsego — Gateway North Building 2
REPORT DATE: 26 January 2016
ACTION DATE: 29 February 2016
TPC FILE: 101.02
BACKGROUND
,TEM 3.2
Duke Realty Limited Partnership has submitted plans for development of a 270,144 square foot
warehouse distribution building within the Gateway North Business Center that is to be
constructed in two phases. The subject site is Lot 3, Block 1, Gateway North Fourth Addition
located east of TH 101 and south of CSAH 37 abutting Queens Avenue. A preliminary plat and
PUD -CUP was approved for Gateway North on 12 June 2006 and establishes that each phase of
the development is to be processed subject to site and building plan review and final plat
approval. The applicant is also requesting approval of a final plat to revise lot lines between Lot
1, Block 1 Gateway North Second Addition and Lot 2, Block 1 Gateway North Fourth Addition.
The Planning Commission will consider these applications, which do not require a public
hearing, at their meeting on 1 February 2016.
Exhibits:
A. Site Location
B. Project Narrative
C. Gateway North Master Plan
D. Gateway North Business Center Bldg. No. 2 Shell Package 31 December 2015 (17 sheets)
E. Final plat (2 sheets)
ANALYSIS
Comprehensive Plan. The 2012 Comprehensive Plan guides the subject site for industrial land
uses within the east sewer district. The proposed land use is consistent with this designation
and the City has adequate utility capacity available at the subject site to provide services.
Zoning. The subject site is zoned 1-2, General Industrial District. Warehousing and distribution
centers are a permitted use within the 1-2 District.
Environmental Review. An Alternative Urban Area Review (AUAR) was prepared with the
review of the initial Gateway North application and the scope of this study included overall
master plan. The City Council adopted the AUAR on 7 August 2006 finding that the proposed
project did not have potential for significant environmental effects. The current site and
building plans are consistent with the intensity of development anticipated for this portion of
Gateway North reviewed as part of the AUAR and this application requires no additional
environmental review.
Phasing Plan. The applicant is proposing to construct the proposed square foot building in two
phases. The Phase 1 building will be 212,224 square feet in area. Phase 2 involves a 57,920
square foot expansion of the proposed building for a total area of 270,144 square feet. The
current applications are being reviewed based on the planned build out of the Phase 2
structure with considerations as to site development work and improvements based on the
phasing plan. Subject to compliance with the conditions of approval for the Phase 1 building
and any zoning ordinances then in effect, a future site and building plan review application will
not be required for the Phase 2 expansion.
Building Exterior Finish. Architectural plans for the Phase 1 building are consistent with that of
the other buildings within the Gateway North Business Center consisting of precast concrete
panels with an exposed aggregate or sand blasted finish on all four sides of the structure with
ribbed details. The proposed exterior materials comply with the requirements for the 1-2
District. The Phase 2 expansion of the proposed building will be required to match the exterior
appearance of the Phase 1 structure including exterior material, texture and color as a
condition of approval.
Building Height. Buildings within the 1-2 District are allowed a maximum height of 48 feet; the
height of the proposed building from finished floor to the top of the roof is 40 feet. The
proposed height of the building complies with the height allowances of the 1-2 District.
Lot Requirements. The 1-2 District requires a minimum lot area of two acres and minimum
width measured at the front yard setback line of 200 feet. The subject site is currently 13.3
acres in area. The developer has submitted a final plat to revise the north lot line of the subject
site to divide the semi -trailer court between the subject site and the abutting lot and to adjust
the south lot north so as to include the existing drive aisle within the abutting lot to the south in
compliance with required setbacks. The resulting lot for the subject site is 12.77 acres and is
2
510 feet wide (north to south). Building coverage is also limited to 50 percent of the lot area.
The proposed 270,144 square foot Phase 2 building will cover 48.6 percent of the lot area. The
proposed lot and site plan complies with applicable lot requirements of the 1-2 District.
Setbacks. The following table indicates the required setbacks of the 1-2 District; the proposed
building and parking areas shown on the site plan comply with the setback requirements.
Access. The subject site is proposed to have two accesses to Queens Avenue. Queens Avenue
is designated as a Commercial/Industrial Collector Street by the 2012 Comprehensive Plan.
Access spacing to collector streets is required to be a minimum of 500 feet apart in accordance
with Section 21-7-7.N of the Subdivision Ordinance and all of the proposed driveways comply.
The width of the north driveway is 30 feet and the south driveway is 25 feet to allow semi
tractor -trailer turning movements to and from Queens Avenue. The north driveway is shared
with the abutting lot to the north and the developer must record an access easement at the
time the final plat is recorded.
Off -Street Parking/Loading. All off street parking and loading areas are paved with either
asphalt or concrete surfaces and perimeter concrete curb is provided in accordance with
Section 20-21-4 of the Zoning Ordinance. Note that curb must be installed along the north side
of the driveaisle of Lot 1, Block 1 Gateway North Second Addition. Section 20-21-9 of the
Zoning Ordinance establishes the following calculation for the number of required off street
parking stalls:
Use
Principal Building
Parking
Required Stalls
TH 101
Queens
Ave.
North
South
Wetland
TH101
Queens Interior
Ave.
Required
30ft.
30ft.
Oft.
40ft.
15ft.
15ft. Oft.
Proposed
45ft.
30ft.
NA
NA
15ft.
15ft. NA
Access. The subject site is proposed to have two accesses to Queens Avenue. Queens Avenue
is designated as a Commercial/Industrial Collector Street by the 2012 Comprehensive Plan.
Access spacing to collector streets is required to be a minimum of 500 feet apart in accordance
with Section 21-7-7.N of the Subdivision Ordinance and all of the proposed driveways comply.
The width of the north driveway is 30 feet and the south driveway is 25 feet to allow semi
tractor -trailer turning movements to and from Queens Avenue. The north driveway is shared
with the abutting lot to the north and the developer must record an access easement at the
time the final plat is recorded.
Off -Street Parking/Loading. All off street parking and loading areas are paved with either
asphalt or concrete surfaces and perimeter concrete curb is provided in accordance with
Section 20-21-4 of the Zoning Ordinance. Note that curb must be installed along the north side
of the driveaisle of Lot 1, Block 1 Gateway North Second Addition. Section 20-21-9 of the
Zoning Ordinance establishes the following calculation for the number of required off street
parking stalls:
Use
Area
Requirement
(based on net sf)
Required Stalls
Office
5,400sf.
3 + 1 stall per 200sf.
28
Warehouse
Phase 1
206,824sf.
1 stall / 1,000sf.
187
Phase 2
57,920
58
Total
706,904sf.
273
The site plan for the Phase lbuilding provides 118 parking stalls for passenger vehicles
(dimensioned at 9 feet by 18 feet with two foot overhang) and storage for 15 semi -trailers and
19 truck docks. The cumulative total of these stalls is 152 stalls and will be adequate based on
the documentation of the use provided by the applicant.
Snow Storage. Section 20-21-4.H.17 of the Zoning Ordinance requires that a plan for snow
storage be developed for the subject site so that required parking stalls are not utilized for this
purpose. Snow may be removed from the off-street parking stalls, trailer storage and loading
areas and deposited into the stormwater basins to the east and south of the proposed building
as necessary to maintain the site.
Landscape Plan. The developer has submitted landscape plans showing tree plantings at the
emphasizing the east and west property lines of the subject site and also plantings at the
southeast corner of the building, which will be the office section and primary fagade and south
lot line adjacent to off-street parking stalls for passenger vehicles. Turf areas will require
installation of irrigation in accordance with Section 5-7-3.13.4 of the City Code. The proposed
type and size of the plantings are consistent with the requirements of Section 20-16-7.0 of the
Zoning Ordinance and appropriate for the subject site.
Exterior Lighting. Section 20-16-10 of the Zoning Ordinance establishes performance standards
for exterior lighting limiting light cast to the property line abutting a public street to 1.0 foot-
candle and at interior property line to 0.4 foot-candle. All exterior light fixtures must have a 90
degree horizontal cut-off and comply with the height limits established by Section 20-16-10.C.4
of the Zoning Ordinance. The developer has submitted a photometric lighting plan indicating
the type, location and height of all exterior light sources, which complies with the requirements
of the Zoning Ordinance.
Signs. The submitted plans indicate one wall sign 200 square feet or less to be installed on the
south elevation about the building entrance. Additional wall signs would be allowed on each of
the other three elevations. The site plan also indicates as 33 square foot monument sign
adjacent to the south driveway. The signs included on the submitted plans comply with
Section 37 of the Zoning Ordinance for industrial uses within the Freeway Corridor District.
Any other signs must comply with Section 37 of the Zoning Ordinance, and all signs require
issuance of a sign permit prior to placement upon the property.
Trash Storage. The proposed building will use an exterior enclosed trash compactor for
storage. Any other containers must be within a secured enclosure in accordance with the
requirements of Section 20-16-15.13 of the Zoning Ordinance.
Grading Plan. The subject site was mass graded as part of the initial development of the
subject site and included establishment of stormwater basins as well as wetland buffer and
mitigation areas and the developer has submitted a grading plan for development of the
subject site. The grading plan is subject to review and approval of the City Engineer.
Utility Plan. The developer has submitted plans for connection of the proposed building to
sanitary sewer and water utilities and stormwater system. All utility plans are subject to review
and approval by the City Engineer. Chapter 6, Section 2 of the City Code establishes provisions
for payment of utility availability charges at the time of final plat approval and connection
charges at the time of building permit application. The development contract for Gateway
North provides that the proposed building would be charged two RECs. The utility availability
charge for the subject site was paid with the Gateway North Fourth Addition Final Plat. The
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developer must pay the utility connection charges at the time of application for a building
permit.
Easements. The proposed final plat illustrates drainage and utility easements at the perimeter
of the proposed lot as well as overlying existing/proposed stormwater basins as required by
Section 21-7-15 of the Subdivision Ordinance. All easements are subject to review and approval
by the City Engineer.
Park and Trail Dedication. The initial final plat approval for Gateway North satisfied park and
trail dedication requirements applicable to the entire development including future phases and
outlots. As such, no park and trail dedication is required for the proposed final plat.
Development Contract. The developer is required to enter into a development agreement with
the City as a condition of approval for the current applications to provide for installation of
required public and private improvements and payment of applicable fees. The City Attorney
will draft the development contract for review and approval by the City Council concurrent with
their action on the site and building plans, final plat and easement vacation applications.
RECOMMENDATION
The site and building plans for the proposed 270,144 square foot Building 2 and final plat of
Gateway North Fifth Addition is the final building within the Gateway North Business Park and
is consistent with the City's economic development goals and land use objectives outlined in
the Comprehensive Plan. Furthermore, the submitted site and building plans and final plat for
proposed development complies with the requirements of the Zoning Ordinance and
Subdivision Ordinance. City staff recommends approval of the applications as outlined below.
POSSIBLE ACTIONS
A. Motion to recommend City Council approval of Gateway North Fifth Addition Final Plat,
site and building plans for Gateway North Building 2, subject to the following conditions:
The developer shall complete site and building improvements for for Phases 1
and 2 in accordance with the submitted plans subject to any modifications
required as a condition of approval.
2. The developer shall record an access easement approved by City staff overlying
the driveway shared by Lot 1 and Lot 2, Block 1 Gateway North Fifth Addition.
3. Concrete curb shall be installed along the north side of the drive aisle of Lot 1,
Block 1 Gateway North Second Addition, subject to approval of the City Engineer.
5
4. All turf grass and landscape plantings within shall require installation of irrigation
in accordance with Section 5-7-3.13.4 of the City Code.
5. A sign permit shall be applied for prior to placement upon the property, subject
to review and approval by the Zoning Administrator.
6. Exterior storage any waste or recycling containers other than a fully enclosed
trash compactor accessible from the interior of the building shall be within a
secured enclosure subject to the requirements of Section 20-16-15.13 of the
Zoning Ordinance.
All grading, drainage and erosion control plans are subject to review and
approval of the City Engineer.
8. The submitted utility plans are subject to review and approval by the City
Engineer.
9. All easements are subject to review and approval by the City Engineer.
10. The final plat is subject to review and approval by the City Engineer and shall be
recorded with Wright County within one hundred (100) days of City Council
approval.
11. The developer shall enter into a development agreement with the City to
provide for installation of required public and private improvements and
payment of applicable fees, subject to review by the City Attorney and approval
of the City Council.
B. Motion to deny the request based on a finding that the application does not comply
with the City Code.
C. Motion to table.
Lori Johnson, City Administrator
Tami Loff, City Clerk
Andy MacArthur, City Attorney
Ron Wagner, City Engineer
Dale Emter, Duke Realty LTD
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1600 Utica Avenue South
Suite 230
Minneapolis, MN 56416
952.543.2900
www,dukereaityxom
December 31, 2015
Gateway North Business Center — Building 2
Project Narrative
Existing Prope Use:
The property is currently zoned I-2 General Industrial.
Proposed Property Use
Duke Realty is proposing a 212,224SF warehouse distribution building to the Gateway
North Industrial Park. The project does include plans for potential building expansion of an
additional 57,920sf. The project will be constructed in 2016 for September 2016 occupancy.
The addition may be constructed if necessitated by tenant growth requirements. The property is
currently zoned I-2, General Industrial District. This will be the fifth building for the Gateway
North Industrial Park.
Storage and Disposal of Waste
The building tenant has indicated they will have external enclosed trash compactor that
will be located at a truck dock location. Solid waste will be stored in the external trash
compactor with periodic pick up. Cardboard will be stored for recycling within the building.
Parking
Reference Wagner SprayTech Corp letter dated 12/21/2015 regarding parking demand.
12/21/15
City of Otsego
Attn: Building Inspections 13400 - 90th Street NE Otsego, MN 55330
To: Lori Johnson
Daniel Licht
Ronald Wagner
Wagner SprayTech Corp.
1770 Fernbrook Lane
Plymouth, Minnesota 55447, USA
Mail: P.O. Box 9362
Minneapolis, Minnesota 55440, USA
T 763 553-7000
F 763 553-7288
www.wa g n e r -g ro u p. c o m
We at Wagner are very excited about the upcoming placement of our new distribution center in the City of Otsego, and the
opportunity to work in and create employment opportunities within this growing community. It is our estimation that we will
have 40-60 employees working within the facility at present, with anticipated additional growth in the years to follow as we
expand our facility.
Accordingly, we are planning to initially provide 60 parking spaces (to include the appropriate number of handicap spaces) in
order to accommodate our employee parking needs as well as an additional 35 in order to provide for our expansion.
We understand that the City of Otsego building code prescribes the number of parking spots and restroom fixtures based on
occupancy calculations. Based upon those calculations, for a 210,000 sq. ft. facility, expanding to 268,000 sq. ft., we would
need to employ well over 300 employees. As our facility will be primarily product storage, with picking and shipping of
customer orders, our operational requirements preclude an employee base of that size. Thus, we plan on moving forward to
develop parking spots and restroom facilities that will be appropriate for 60+ employees.
If need be, I will be happy to discuss this in further detail and can be reached at 763-519-3567.
Respectfully,
Bill Fer�sj�
gu/
Distribution Manager
Wagner SprayTech
Bill.ferguson@wagner-group.com
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SHEET NUMBER:
G100
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DESCRIPTION
111,3.91-1,6Ai AYNCRTH W—ADUMDN,WHghtcounty, Minnesota.
—Property
PROPERTY SUMMARY
LSu ectproperty'sad—b 11-1d,ns PI.P.M ldemi---number b-2830-131—
Wright County online IS weesite as df ]2/09/1D351.
2 The gross area of thesohjec[pfaperty u S78,- square Feet ar 331]6 Arrzs.
3. Thesubje propertyIsxonetln2jGener4llnausirlal Diatnal LAINa PUD CUP ovvlay Per Dan Lich,
Cry or 0U.Z. Planner. The si[e plan was approved by the Cry of U -S. and the property N11
conformance with the side plan.
6et1acks and Bueding RezWnlonz per the Cry of -P-
ReA i,ed
olmtlpn Bpnemg
gaens AYe.:eDft NemN. 20 N, sPPN/wert:Drt wetland: aON.
DuMg
eams AYla rc Pammatera n. Imerror:ox
Maximum Building Cweregc SD%. Maaimum euiitlingHelght:36 h.
4. there no buiitlingz on [hesubjeRpropeMas of 12/09/1015.
mmm SURVEY NOTES
III 3A0' 1. The bearing system lsb right County cpoltlrystem, NAD0311986 Aljustl. W[h an
u h II��t .4 PGSf '` j ii /� asumed beanng of No h d8 CCmnutez 0a secpMs ma[efzst fpr U, P.Ah IMe of Lot 3, BI 1.
GATEWAY NORTH FOURTH Rt N
z 2. Th --1 datum, d N.D..
Ngo BP.CHMA-
4 `9 Top n—fhyd..t.pPl mately 2-1--tpf the n[vzeNen of Necentedmez of
M•eaom A
9919 N'3� h T. e� o Pwrunrz4 PTy'I.?. Dueers Ave.14—d6ls[SLNE as shown.
/lsvov9'PEl 1i YQ BeY.=93x.23 reel.
DENCHMARK.
O A gc�Topnu[PEnydrarrtaPPrpaima Jy 6Reetswrtneastof Ne nterseNon pf Ne centedinesN
�-NDp9929Et]p.TS—�'a \'O 1. yI II. J CNo paeans Ave.NEantl61st tit NE asshwrn.
§Q Erev.=9a7.3areet
/ N iw I j -ii
onsve otax izux warm nuRNvmlP N �I t ` I I II% Top nut of hyptlrant awpPraximarelY 99 he[zouNeaz[oflhesautbwert corner of Lo[3, Blockl,
y ` GATE—N RTHF 14ADC—Nassnawn.
4 �/ amass. o V I I I rT z Nev.=94].99feet
/ 2 Z 3 ( 1 I o a ,e 0 3. Reltl work was completed pn ]2/09/2➢15.
4. unearerm,naednazar 1 aruereelw ng:
ab.ObseIrvetl eweenre
o'. ted f us b h- 0-1l t k N 15 3] 064 d d 2/03/2015
B// O C K AG ph s O C.I (GSOCI4 I a w /mssr IItYI ezp N e:The
e 3 pna a Im iem Pnc snP.m nerepn f n aep I f nose Tir
/ � I � I 3 �� o w� � pro a N nrp�alrmyaamrateaa Pf M q1e unm rsp not
res Sues but mar prwWea p Plan lie of yzltal
1 location. Thesurveyer makes noguammeez that the undemrountl utilisies fiawn comprise all such
0 Pnnnesmthe area, eenermsP,Yme pr ananalnea. uelitylmermatmn snpwn nerepn,Ranr,Aa
�I c z compilation of this map lnrormatlDn dna Nose visible utllitles that were loa[etl tluringNe survry Reld
yds / abob work. Thesu—. Nrthertlws notvmantthatlhe,PfY UrwneutiiNes shmvn hereon, if any, are
<tIlI` / � M[he edam loodon az lndin[ee, although he tloez vadfy N4U,— I azaccuratelyaz
lM'/ II b �— possible From inNrmaNan available. Thesurveyorhasnot physinlly located the undvground utilities.
/ / n Q Pursuanttp MSR6Jl can[a¢Gopher Stare One Glla(651asa-00@I Palrw any exwvaU.,
surveyinci-lnformatlon elearonirally inrorporatedfrom an unissued ALT1—M IaednNe
// t_� survey lasm improvements on Lot 2, elock 1, GATEWAY NORTH FOURTH ADDMDN)prepared by
{I/(� I_L Samb k ( 'c1, number DUK199060], CACC tlrawmg tllted B/2L2015)ftt Cuke Realty
e Um d—'IP
n —Al
electron �alymcorp L., 1, tBI.k surveYbase maplaz ro.
NOM
Q SEC A N) PlParea by lamb 1—
klnc'(pmDjab[�umber OUK199D6, GYDD mtl wYi gdated
Baia `.. - I x._ 9/16120 If ..hy Umited Pal Dhi0
101"t3'zd'w
— _ — _ _ _ _ _ _. --
MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY PLAT NO. 86-25
STATE TRUNK HIGHWAY NO. 101
VICINITY MAP
Duke
REALTY
16WUtiw Aven—btryS P50
ILMM pp1l, MN 55416
562549�D0.952543.29]5 j1g)
'amb&k
www.sambatek.com
12800 WhtlmI OrNs, 30300
MIDDOnka, MN 55343
763.476.6010 telephone
763.476.8532.fersMlle
fryNIRKKIp 181Kw14q IPw ho IBMlwenaw
I herebyaFanihthat NusurveY. WIN-,
e by me or imaemy aired SU -lion
antl tna[ I am a aulYUazed tAN0N0.VEYCR
uMVNOIRWamrceNesvae or Mlnnesoo.
PRELIMINARY
RCI, M. Blom
rvo.21729 Das12/21/2015
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EXISTING CONDITIONS
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STATE TRUNK HIGHWAY NO. 101
===LEGEND
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MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT -0F -WAY PLAT NO. 86-25
STATE TRUNK HIGHWAY NO. 101
===LEGEND
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PROPERtt LIMIT--� -----
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PROPOSED LOTE(GATEWAY NDRTN STHAOOITION)
PROPOSEDLOTI(GATEWAYNORTHSTHADOM N)
PROPOSED LOT3(GATEWAY NORTH 5TH ADDITION)
PARLERST RP.S
TRAILER DPARKING SPA[
STANDARD PARKING SPACES
HANDICAP PARXING SPACESTRUC
FUTURE TAN
FUTURE STANDARDPAR%ING SPACES
FRONT YARD
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15 FEET
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DEVELOPMENT NOTES
1. ALLDIMENSIONSAREROUNDEDTDTHE NCARESTTENTHFOOT.
t AUL11-11NSSHOWNARETOTHE FACEOFCURBTOFACEOFCURBUN—CITHERWISE NOTED,
CON TRACTORSHALL REVIEW PAVEMENTGRADIENTAND CONSTRUCT-GUTTEROUT' WHERE WRTER
DRAINSAWAYFROMCU1 .ALLOIHERAREASSHALLBECONSTRUCTE —GUTTERIMCUR".
CDDROINATE WITH GRADING CONTR4CTOR.
4. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT.
5. ALL PARKING STALLSTO BE 9'IN WIDTH ANDIB''IN LENGTH UNLESS OTHEAWISEINDICATED,
6OR SHALL REFERTO AREHITECTEIRAL PLANS FDR EXACT LOCATIONS AND DIMENSIONS OF
Eo�POPCHES, RAMPS, PRECISE BUILDING DIMENSIDNSANO DWR BUILDING UDLfTY ENTRANCE
LOCATIONS.
1. SEE ARCHITECTURAL PIANS FOR MONUMENT SIGN DETAILS.
8: SEEARCHITECTURAL PIANS FOR LIGHT POLE FOUNDATION DETAIL AND FOR EXACT LOCATIONS OF LIGHT
POLE
9. REFER TO FINAL PIAT FOR LOT BOUNDARIES, LOT NUMBERS, LOT AREAS, AND LOT DIMENSIONS.
10 ALL ERADENTS ON SIDEWALKS ALONG THE ADA ROUTE SHALL HALVE A MAXIMUM LONGITUDINAL SLOPE
OF 5%(120), E%CEPTATNRB MMP5(1:u), ANDA MAXIMUM CROSS SLDPE OF 2 D9%11.48). T
MAXIMVM SLOPE IN RNY0IRECTON ON AN ADA PARKING STALLORA[CESS ISIS SHALL BF 2.0E%D:4R).
1HECONTRAROR SHALL REVIEW AND VER "FTE
Y THE GRAD ENT IN FI DALONG THE Pop ROUTESPR ORTO PIAL NG CONCRETE DR BITUMINOUS NOUS PAVEMENT TH 11-1—oTIFYTHE
ENG NEER IMMEDIATELY TTHERE IS A DISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUS THE
DES GN GRAUIENTANO CODRDINATE WITH GRADING OUNTTWCTOR
31. NO PARKNG SIGNSSWILL BE PIACED ALONG ALL DRVEWAI'S AS REQUIRED BY CITY.
—KEY NOTES
A. BUIIDING,S OPS,STAIRS-MORDINATEWITHARCHITECTUMLANDSTRV=N PIANS.
R. LOADING DOCK.
C B UCNCRETENRRANDGUTTER(SEEDETAILSHEETCUO)
D. CONCRETESIOEWALK BEHIND CURB. (SEE DETAILSHEETCR01)
E HANDICAP SIGN WITH CONCRETE PIPE BOLLARD.(SEEDETAIL SHEET C401)
F. TRANSNIONFROM INTEGRAL CURB IO ZERO CURB. (SEE DETAILSHEETC401)
G. INTEGRAL CURB & SIDEWAIX SECTION. ISEE DETAIL SHEETCA01)
H. BEGIN MNODT6309BCONCRETEBARRIER(BEE DETAIL5HET0401)
1 STOP SIGN.
1. MONUMENT SIGN. (ROPER To ARCHITECfMAL PLANS)
K. ACCESSIBLE PARKING STIUPING,(SEE DETAIL SHEET CROS)
L. HEAW DUTY CONCRETE PAVING. 15EE DETAIL SHEET GRED
M. CONCRETE PIPE BDLLARO(SEE DETAIL SHEETC4D1)
N. CDNNECTTO EXISTING CURS
I. T-111DRMERPRD
P. DIRECTIONAL SIGNAGE FOR SHIPPING AND -)NG.
Q. MOTORCYCLE PARKING.
R. EXARNGPROPERtt LINE
i PRDPOSEDPROPERT'LINE
HAD POLE ISEE LANDSCAPE PIANSFOR DETRRS.
SECTION A -A
N.T.S.
NORTH
0 50 100
SCALE IN FEET
Owuvke
REALTY
1600 Utica AvenueSVIIe250
IAinrnaRB- MN MN GE L B7
SO——.8525031915 (h)
Sambatek
www.sambatek.com
12000 WMENIals, 0"', Sulfa 300
MI—waka, MN 55343
T63.476.6010telaphana
763.476.8532 f"1.116
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STATE TRUNK HIGHWAY NO. 101
NORTH
6 50 100
SGAIE IN FEET
Duke
REALTY
1G90 UBa Avenue 5BSUB¢ 25D
MlnnxapDlls, ON MN G541fi
952S4i.2 p.5i2693.2315 (hl
kWambatek
12800 Whit wrier DING, SLIM 300
MIDnelo6ks, MN 55343
753.476.601016IBphone
763.476.85321ecslmile
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FUTILITY CONSTRUCTION NOTES
L THE UTILITY IMPRO M WRTHIS PR03ERSHALL BE CO STRUCED IN ACCORDANCE WITH THE
SANDARDIRIUTI P IFl TONSASPUBLLSHEDBTTHECITYENGINEER5ASSDOATDNOF
MINNETOTM ICEAVL PT MODIFIED HEREIN CONiRACOR SHALL OBTAIN A COPY OF THESE
sPEDECATE.s.
1.1. aulmun5 sHAueE consTxucrED IN acEORDarvrEwm3 cm aSnuwEMEIRTs.
13 CONTRACTO SHA NOTGPEN.TUAV OFF.INTERFERE WITH, OR ATTACH ANY PIPEOR HOSETO
ORTAPW MAIN BRONGIN67D THECTIN UNLESS DULY ALUTIONSIEDTID DO BID BYTHE
OLIY ANY ADVERSE CONSEGUEN ES F ANY SLOHEDDLED DR UNSCHEDULED DISRUPTIONSIF
V U UCARETHE UA01lTY F[ONTf1ACOR
NIMUM VERILCALSEPARATION OF 19 INCHES AND HO A ARAT1 OF BAFEET
BETWEEN DUT51DE IAM RS IS REQUIPIECATPAULWATERMAINAND SEWER MAIN
(BUILDING, ETCtFM ANDSN ).CROSSINGS.
2. ATIA ERIALSSHALL ECRED OFIDSTIO MODINEDHEREIN.
21 ALLM R 55 ALL M ITHTHEREQUIREMEN F ECItt
22. ALLS NNA Y SEWER TO BE PYCSDA,Xfi, UNLESS NOTED OTHERMISE.
2.21 YSEWERSFAVICESTOBUILDNGSHALLBEPVCSCH4000NFDRMNGTO
A M D2665
23.eWWATERMAINTOBEDUCTIIEIRON C1 554UNLES5NOTEDOTH ISE
2.3.1 ALL WATERMA NTO WE ]5-FEBT OF COVER OVER TOP OF WATERMAIN.
23. 2 PROVIDE THRUST B WCYJNGAND MECXANICAl301Ni R6TRAINTS ON ALL WATERMAIN
1.1NTS PPB c n STA. -I.
2A. PLL STORM SEWER PIPETO BE RCP PIPE, UNIE55 NOTED DTHERWI5E.
22.1 ALLSTCEM SEWER PIPE FOR ROOF DRAIN SERVICES TO BUILOINGSHALLBE PVCSCH 40
CONFORM NG TD ASTM D2665.
AA EHALLEEMI,/UCHC S3.
3. COLONDINNNEALL BUILDING SERVICE CO NNECIONLOCATDNSANDINVERTELEVATIONSWITH
MECHANICAL NTRACTOR PRORTOCONSTRUCTION.
4. ALL UILDNGSERY NNECT ISTORM, SANITARY, WATER) WITH FIV ET LESS COVER ARE
TO BE INSULATED
FROM UIIDN PONT WHERE SFET OFC HI
S. CONTRACORSHALL K LLP ECAUTT. INE-FITOAMDRIDPROPERONOMMAZETOADJACENT
PROPERTES DURINGH - OTI NPH 0 THI PROER NTN aW]UB LO
SOLELY RESPONSIBLE FOR A Y CAMAGESTO THEADIACENT PROPERTIES OCCURRING DURING THE
CONSTRUCTION PHASES OFT' S PRI"ES"T
S. SAFETYNOTICETOCCUINE FORS:INACCORDANCWITHGENEPALLYACCEPTFDCONSTRUCTDN
M C5 TMRORWLL LELYANDCOMPLC SPDNSBLFORCONDITONSONTHE
OCI NG SAFETY OF ALL 11FION5 AND PROPERTY DURING PERFORMANCE OF THE WORK
THISREQUIREMENT w LL APPLY CONTIPUOUSLY AND NOT BE LIMITED TD NORMAL WORM NG HOURS
TN TY THENG NEER OR THE DEVELFERTOCONDUCTCONSTRUCTIONREVEWOF
CONTEAUCTOW PEREDEMANCE15 NOTINTEHDEDTONCLUDE REVEW DFTHEADEOUACYOF
ONi O fE MEASDRSN,ONORNFARTHECONSTRURONSITF
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5HALLBE RESTORE➢ IN KIND. SODD W AREASSHALLBE RESTORED W NH 61NCHES OFTOPSDILPLACED
SENEATHTHESOD.
B. CONTRACTOR SHALL BE RE ONSHLE FDA PROVIDINGAND MAINTAINING TRAFFIC CONTROL DEVICES
SUCH AS BARRCAOES, WARNI NG SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND UGHTS TO CONT0.0LTHE
MOVEMENTF PHE N50ADEPARTM ENT F TRANSPORTATION STANC WHERE NECESSARY. TRAFFIC COUNNICIL DARDS.LL00NFORMTO
9 ALL 505 TESTING SHALL BECOMPLTEDB AN INDEPENDENT I.I. ENGINEER EXCAVATION FOR THE
PURPOSE OF RE
MOV NG UNSTABLE OR UNSUITABLE 5 SHALL BE COMPLETED AS REQUIRED BY THE
SOILLS ENGINEER— iLNY BACK 11 CONSTRUCTION SHALL COM FLY WITH THE REQUIREMENTS OF
THESOLSENGINEER CON -1 SEA -1 GESIONSFULE FOR COORDINATING ALL REQUI RED SOLS
TESTS AND SOIL INSPECTIONS WITH THE SGIUSENS(NEER
A GEOTECHNICAL ENGINEERING REPORT HAS BEEN COMPLETED BY.
COMPEN BRAUN INTEJTTEC
ORESS
1826 BUERKLE RD ST PAUL, MN 55110
PHONE
DATED
CONTPACTUR SHALL OBTAIN ACOPY OF THIS SOILS REPORT.
1D CONTRACTOR SHALL COPIES OF SHOP DRAWINGS FOR MANHOLE AND CATCH BASIN STRUOTURES TO
ENGNEER CONTRACTOR RHALLALLOW 5 WORKING DAYS FOR SHOP DRAVING REVIEW.
11. CONTACTOR AND MATERIAL SUPPLIER SHALL DETERMI NE THE MINIM UM DIAMETER REQUIRED FOR
EACH STORM SEWER STRUCNRE
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SEQUENCE OF CONSTRUCTION
PHASE I:
L INSTAILSTABIUZED CONSTRUCTION ENTRANCES.
2, PREPARETEMPOMBY PARKING AND STORAGE AREA.
3. CONSTRUCTTHE SILT FENCES ON THE SITE.
4. CONSTRUCTU E SEDIMENTATION AND SEDIMENT TRAP BAS N5.
5. HALTALL ACTIVITIES AND CONTACT THE CIVIL ENGINEERING CONSULTANT TOPERFORM
INSPECTION OF BMPS. GENERAL CONTRACTOR SHALL SCHEDULE AND CONDUCTS— WATER
PRE -CONSTRUCTION MEETING WITH ENGINEER AND ALLGROUND 03TURBING CONTRACTORS
BEFORE PROCEEDING W ITH CONSTRUCTION.
6. CLEARANDGRUBTHESFTE.
]. BEGIN GRADING THE SITE.
8. START CONSTRUCTION OF BUILDING FIRE AND STRUCTURES.
PHASE Il:
L TEMPORARILY SEED DENUDED AREAS.
2. INSTALL UTILITIES. UNDERORAINS, STORM SEWERS. CURBS AND GUTTERS.
3. INSTALL RIP RAP AROUND OULUETSTRUMRES.
4. INSTALLINLET PROTECTION AROUND ALL STORM SEWER STRUCTURES.
5, PREPARE SUE FOR PAVING,
6. PAVE SUE.
]. INSTALL INLET PROTECTION DEVICES.
B.COMPLETEGRADING AND INSTALL PERMANENTSEEOING AND PLANTING.
9. REMOVE ALLTEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IFSUE 15
STABIMD), IF REQUIRED BY THE CONTRACT
mm= NOTE CONTRACTOR
THE EROSION
CONTROLPIAN SHE TSALONG w THTHE REST OFTHESWPPP MUST BE KEPTONSNE INTIL
THENOTICEOFTERMNAT .WITH H [A ONTRACFORMUSTUPDATETHESWPPP:
INCWDNG THE EROSION R N ASN YTONCLUOEAOOITIONALAEEI IREMENTS,
SUCH AS ADDITIONAL OR MS DESIGNED TO ECTPROBLERDDENTIREDRFTERFIUNGTHE
NOTIUOFTERMNATON PP,N= H ON CONTROLPUINSHEETS ND LL
REVISIONSTOTMUSTBER MITTEDTO THEOWNER TO RE KEPTONFREINACNRCANCEWTHTHE
RECORDRE ME ONRE¢ MENTSDESQ)SEOINTHESWPPPNARRATIVE.
EROSION CONTROL MATERIALS
QUANTITIES
ITEM UNIT I QUANTITY
SILT FENCE UNFAIR FEET I1,65D
SILTDIKE UNFAIR FEET I0
BIO -ROLL I UNFAIR FEET 10
CONSTRUCTION ENTRANCE UNIT I1
INLET PROTECTION DEVICE (IP -1) UNIT 5
INLET PROTECTION DEVICE (IP -2) UNIT 14
=AREA SUMMARY IN ACRES
PANEMENTAREA 3.5]ACs
BUILDING AREA
SEEDED AREA 4SSACi
TOTAL DIMMED 12.ISAC+
PRE- CONSTRUCTION IMPERVIOUS 0.14 ACT
POST- CONSTRUCTION IMPERVIOUS 8.44 AC3
s REFER TO SHEET 05.03 FOR GENERAL NOTES, MAI INTENANCE
NOTES, LOCATION MAPS, AND STANDARD DETAILS
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MlnneaPolle, MN 55416
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LEGEND
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RIP PAP 90'
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SILTFENCE---SF---SF:
SILTDIKE --SSD---SD—
UMITEOFOISNRePNCE
ORINGS 5
DIRECTION OF
OVERIANDELOW
1EMPORARINVEASLON —y
OICH
CHECK DAM
SuaeuwIMTISOF OPA
INF
GE
51—
INLET PROTECTION DEVICE I @IP -1
INLETPROTECTION DEVICE
TEMPORARYSTORE
CONSTRULTI N ENTRANCE
TEM RAY DIMENT-14 SB
TEMPORARY STORAGE AND PARKING AREA TS.
P,.—F.DFAFY TABWZA1 INS -
.—IMULCH MA11pp') ANKFR AS SM
UTL NED IN ILL SWPPPI
===SEQUENCE OF CONSTRUCTION
PHASE I:
1. INSTALL STABILIZED CONSTRUCTION ENTRANCES.
2. PREPARE TEMPORARY PARK I NG AND STORAGE AREA
3. CONSTRUCTTHESILTFENCESDNTHESRE.
4. INSTALL INLET PROTECTION AROUND ALL EXISTING STORM 5TRUCTURES
5. CONSTRUCT THESE DIME NTATION AND SEDIMENTTMP BAS NS
6. HALTALLACTIVITIES AND CONTACT THE CIVIL ENGINEERING CONSULTANTTO PERFORM
INSPECTION OF BMP, GENERAL CONTRACTOR SHALL SCHEDULE AND CONDUCT STORM WATER
PRE -CONSTRUCTION MEETING WITH ENGINEER AND ALL GROUND DGTUAl ING CONTRACTORS
BEFORE PROCEEDING WITH CONSTRUCTION.
7. 0. RAND GRUB THE SITE.
8. BEGIN GRADING THE SITE.
9. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES.
PHASE II:
1. TEMPORARILY SEED DENUDED AREAS.
2. INSTALL UTILEFES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS.
3. INSTALL RIP RAP AROUND OUTLET 5TRUCTURES.
4. INSTALL INLET PROTECTION AROUND ALLSTORM SEWER STRUCTURES.
5. PREPARESREFORPAVING.
6. PAVESEE.
T INSTALLIFRETPROTECTIONDEVICES.
B. COMPLETEGMDING AND INSTALL PERMANENT SEEDING AND PLANTING.
9. REMOVE ALLTEMPORARY EROSION AND SEDIM ENT CONTROL DMOES(ONLY IF SITE IS
STABILIZED), IF REQUIRED BYTHE CONTRACT
In==NOTE TO CONTRACTOR
THE EROIREN CONTROL—N SHEETS ALONG WRHTHE RESTOTTI PPPM STBE KEPT ONAiE UNTIL
THE NOTHCE OFTEEMINATRONG fLEDWEERTHE MPCFNE CONTRACTOR MUST UPDATETHESWPPP,
INC
SG�DINGTHEEROV N CONTROL PIAN SHEEIS A6 NECESSARYTO INCLUDE ADDITIONAL REQUIREMENTS
,
AS D OPO O ORRERPROBLEMS FED AFTER EUNGTHE
NOTCEO TER ON THEIN EEROHON CONTROL N SHEETS,AND ALL
ISIONSTORMIT rBO9EKEPTONFIUtNACCOMANCEWITKTHE
RECORD RETENTION FROGREEMENTS DESCRIBED IN THE SWPPP NARRATIVE
mmEROSION CONTROL MATERIALS
QUANTITIES
ITEM UNIT QUANTITY
SILTFENCE LINEAR FEET 1.950
SILTDIKE JUNEARFEET I O
BID -ROLL UNME, FEET D
CONSTRUCTION ENTRANCE UNIT Z
INLEFROTECTION DEVICE (IP -1) UNI 3
INLET PROTECTION DEVICE RP -2) UNIT 6
IIIIII SUMMARY IN ACRES
PAVEMENT AREA 351 AL•
BUILDING AREA 4.87AL•
GFAREA 4.59AL+OLSTUBED 12.15AGEDNSTRUCTION IMPERVIOUS 9.14 ACs
POST -CONSTRUCTION IMPERVIOUS B.44 ACs
REFER TO SHEET C5.03 FOR GENERAL NOTES, MAINTENANCE
NOTES, LOCATION MAPS, AND STANDARD DETAILS
—SOIL EROSION/ SEDIMENTATION CUNI RUL UYLKAI IUN IIIVltb(-HLUULL
CONSTRUCTION SEQUENCE JAN FEB MAR APR I MAY I JUN I JUL I AUG SEP
TEMPORARY CONTROL MEASURES
TO
f�
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SCALE IN FEET
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SILTFENCE---SF---SF:
SILTDIKE --SSD---SD—
UMITEOFOISNRePNCE
ORINGS 5
DIRECTION OF
OVERIANDELOW
1EMPORARINVEASLON —y
OICH
CHECK DAM
SuaeuwIMTISOF OPA
INF
GE
51—
INLET PROTECTION DEVICE I @IP -1
INLETPROTECTION DEVICE
TEMPORARYSTORE
CONSTRULTI N ENTRANCE
TEM RAY DIMENT-14 SB
TEMPORARY STORAGE AND PARKING AREA TS.
P,.—F.DFAFY TABWZA1 INS -
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UTL NED IN ILL SWPPPI
===SEQUENCE OF CONSTRUCTION
PHASE I:
1. INSTALL STABILIZED CONSTRUCTION ENTRANCES.
2. PREPARE TEMPORARY PARK I NG AND STORAGE AREA
3. CONSTRUCTTHESILTFENCESDNTHESRE.
4. INSTALL INLET PROTECTION AROUND ALL EXISTING STORM 5TRUCTURES
5. CONSTRUCT THESE DIME NTATION AND SEDIMENTTMP BAS NS
6. HALTALLACTIVITIES AND CONTACT THE CIVIL ENGINEERING CONSULTANTTO PERFORM
INSPECTION OF BMP, GENERAL CONTRACTOR SHALL SCHEDULE AND CONDUCT STORM WATER
PRE -CONSTRUCTION MEETING WITH ENGINEER AND ALL GROUND DGTUAl ING CONTRACTORS
BEFORE PROCEEDING WITH CONSTRUCTION.
7. 0. RAND GRUB THE SITE.
8. BEGIN GRADING THE SITE.
9. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES.
PHASE II:
1. TEMPORARILY SEED DENUDED AREAS.
2. INSTALL UTILEFES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS.
3. INSTALL RIP RAP AROUND OUTLET 5TRUCTURES.
4. INSTALL INLET PROTECTION AROUND ALLSTORM SEWER STRUCTURES.
5. PREPARESREFORPAVING.
6. PAVESEE.
T INSTALLIFRETPROTECTIONDEVICES.
B. COMPLETEGMDING AND INSTALL PERMANENT SEEDING AND PLANTING.
9. REMOVE ALLTEMPORARY EROSION AND SEDIM ENT CONTROL DMOES(ONLY IF SITE IS
STABILIZED), IF REQUIRED BYTHE CONTRACT
In==NOTE TO CONTRACTOR
THE EROIREN CONTROL—N SHEETS ALONG WRHTHE RESTOTTI PPPM STBE KEPT ONAiE UNTIL
THE NOTHCE OFTEEMINATRONG fLEDWEERTHE MPCFNE CONTRACTOR MUST UPDATETHESWPPP,
INC
SG�DINGTHEEROV N CONTROL PIAN SHEEIS A6 NECESSARYTO INCLUDE ADDITIONAL REQUIREMENTS
,
AS D OPO O ORRERPROBLEMS FED AFTER EUNGTHE
NOTCEO TER ON THEIN EEROHON CONTROL N SHEETS,AND ALL
ISIONSTORMIT rBO9EKEPTONFIUtNACCOMANCEWITKTHE
RECORD RETENTION FROGREEMENTS DESCRIBED IN THE SWPPP NARRATIVE
mmEROSION CONTROL MATERIALS
QUANTITIES
ITEM UNIT QUANTITY
SILTFENCE LINEAR FEET 1.950
SILTDIKE JUNEARFEET I O
BID -ROLL UNME, FEET D
CONSTRUCTION ENTRANCE UNIT Z
INLEFROTECTION DEVICE (IP -1) UNI 3
INLET PROTECTION DEVICE RP -2) UNIT 6
IIIIII SUMMARY IN ACRES
PAVEMENT AREA 351 AL•
BUILDING AREA 4.87AL•
GFAREA 4.59AL+OLSTUBED 12.15AGEDNSTRUCTION IMPERVIOUS 9.14 ACs
POST -CONSTRUCTION IMPERVIOUS B.44 ACs
REFER TO SHEET C5.03 FOR GENERAL NOTES, MAINTENANCE
NOTES, LOCATION MAPS, AND STANDARD DETAILS
—SOIL EROSION/ SEDIMENTATION CUNI RUL UYLKAI IUN IIIVltb(-HLUULL
CONSTRUCTION SEQUENCE JAN FEB MAR APR I MAY I JUN I JUL I AUG SEP
TEMPORARY CONTROL MEASURES
TO
f�
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0 SO 100
SCALE IN FEET
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Minneapolis, MN S541e J
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www.sambatek.com
12800 WhIlmaler DEIN, Sulle 300
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DRAWING INFORMATION
Gale:
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Checked By: EVAIB
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AIE Job#: 19806.69
DRAWING I SHEET TITLE
EROSION CONTROL PHASE II
SHEET NUMBER
C205
EROSION &SEDIMENTATION CONTROL NOTES & DETAILS / "SITE MAP"
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GENERAL EROSION NOTES:
STANDARDs.E 1EATH...E.C.I.II.L.ENT.EELICAN.RSH—AIII.
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DRAWING / SHEET TITLE
EROSION CONTROL DETAILS
SHEET NUMBER
C400
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NOTES
GENERAL NOTES:
1. THECONTRACTORSHALL INSPECTTHE SHE AND BECOME FAMILIARWITH THE EXISTING CONDITIONS RELATING TO THE NATURE AND SCOPE OFTHE WORK
2. THE CONTRACTOR SHALL VERIFY PIAN LAYOUTAND BRING TO THEATTENTION OF THE LANDSCAPE ARCHIEECT DISCREPANCIES WHICH MAY COMPROMISE THE
DESIGN OR INTENT OF THE LAYOUT.
3.THECONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALLAPPUCABLE CODES, REGULATIONS, AND PERMITS GOVERNING THE WORK.
4. THECONTFACTOR SHALL PROTECT EXISTING ROADS.CURBS/GUTTERS, TRA, IUS, TREES, FAWNS AND 5ITE ELEMENTS DURING CONSTRUCTION. DAMAGE TO SAME
SHALL BE REPAIRED AND/OR REPLACED AT NO ADDITIONAL COST TOTHE OWNER.
5. LOCATE AND VERIFY ALL UTILITIES, INCLUDING IRRIGATION LINES, WITH THE OWNER FOR PROPRIETARY UTILITIES AND GOPHER STATE ONE CALL 48 HOURS
BEFORE DIGGING. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION AND REPAIR OF ANY DAMAGES TO SAME. NOTRYTHEIANDSCAPEARCHITECT
OF ANY CONFLICTS M FAULTTATE PLANT RELOCATION.
S. THE LANDSCAPE CONTRACTOR SHALL COOROINATETHE PHASES OF CONSTRUCTION AND PLANTING INSTALLATION WITH OTHER MINTRARORS WORKING
ONSITE
]. THE GENERAL CONTRACTOR TO EXCAVATE TO A DEPTH OF 24 INCHES IN ALL PARKING LOT ISLANDS. REMOVED SOIL TO BE DISPOSED OF OFF -SRT PRIOR TO
PLANTING.
8. THECONTRACTORSHALLREVIEW THE 5ITE FOR DEFICIENCIES IN SITE CONDITIONS WHICH MIGHT NEGATIVELYAFRECT PLANT ESTABUSHMEW,, SURVIVAL OR
WARRANTY. UNDESIRABLE 5ITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING OF WORK
9. THE PLAN TAKES PRECEDENCE OVER THE LANDSCAPE LEGEND IF DISCREPANCIES EXIST. QUANTITIES SHOWN IN THE PANTING SCHEDULE ARE FORTHE
CONTRACTOR'S CONVENIENCE. CONTRACTOR TO VERIFY QUANTITIES SHOW N ON THE PAN.
M. THE 5PECIFICATIONS TAKE PRECEDENCE OVER THE PLANTING NOTES AND GEN MAL NOTES.
IL EXISTING TREES AN D SH RU BS TO REMAI N SHALL BE PROTECTED TO THE DRI P UNE FROM ALL CONSTRUCTION TRAFFIC STORAGE OF MATERIALS ETC WITH 4'W.
ORANGE PLASTIC SAFETY FENCING ADEQUATELY SUPPORTED BY STEEL FENCE POSTS G' OUT. MAXIMUM SPACING:
12. LONG-TERM STORAG E OF MATERIALS OR SUPPLIES ON-SITE WILL NOT BE ALLOWED.
13. CONTRACTOR SHALL REQUEST IN WRITING, A FINAL ACCEPTANCE INSPECTION.
PLANTING NOTES:
1. NOP[AW5 SHRLL BE INSTALLED UNTIL FINAL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IM MEDIATE AREA.
2. AGRANULARPRE-EMERGENT HERBICIDE SHALL BE APPLIED TO ALL PLANT BEDS AT THE MANUFACTURERS RECOMMENDED RATE PRIOR TO PLANT
INSTAUATION.
3. ALLPIANTI NG STOCK SHALL CONFORM TO THE"AMERICAN STANDARD FOR. NURSERY STOCK"ANSI-ZW, IATEST EDITION, OF THE AMERICAN ASSOCIATION OF
NURSERYMEN, INC. AND SHALL CONSTITUTE MINIMUM QUAUTY REQUIREMENTS FOR PLANT MATERIALS.
4. 0 FESTORY TREES SHALL BEGIN BRANCHING NO LOWER THAN VABOVE PAVED SURFACES.
5. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL FREE OF PESTS AND DISEASE AND BE CONTAINER GROWN OR SALLED AND SURLAPPED AS INDICATEDW
THE LANDSCAPE LEG IN D.
6. PLAN TMATERIALSTOBEINSTALLEDPERPLAMINGDETAIIS.
T.ALL TREES MUMS STRAIGHTTRUNKED AND FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED.
8.THEIANDSCAPEARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS WHICH ARE DEEMED UNSATISFACTORY BEFORE, DURING, OR AFTER INSTALLATION.
9.NO SUBSTITUTIONS OF PANT MATERIAL SHALL BEACCEPUB UNLESS APPROVED IN WRITING BY THE IANDSCAPEARCHMCT.
10. ALLPANEMATERIAL QUANTITIES, SHAPES OF BEDS AND LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTORSHALLBERESPDNSIBLEFORCOMPLETE
COVERAGE OF ALL PW NTING BEDS AT SPACING SHOWN AND ADJUSTED TO CONFOR14 TO THE EXACT CONDITIONS OF THE SM. THE LANDSCAPE ARCHITECT
5HALL APPROVE THE STAKING LOCATION OF ALL PLANT MATERIALS PRIOR TO INSTALLATION.
11ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED.
1Z MULCH: SHREDDED HARDWOOD MULCH, CLAN AND FREE OF NOXIOUS WEEDS OR OTHER DELETERIOUS MATERIAL IN ALL MASS PLANTING BEDS AND FOR
TREES, UNLES5 INDICATED AS ROCK MULCH ON DRAWINGS. SUBMIT SAMPLE TO LANDSCAPE ARCHITECT PRIOR TO DEUVERY ON-SITE FOR APPROVAL DELIVER
MULCH ON DAY OF INSTALLATION. USE 4" FOR SHRUB BEDS, AND 3" FOR PERENNIAL/GROUND COVER BEDS, UNLESS OTHERWISE DIRECTED.
13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL M ULCHES AND PLANTING SOIL QUANTITIES TO COMPLETE THE WORK SHOWN ON THE PLAN.
14. USE ANTFDFSICCANT(WILTPRU FOR APPROVED EQUAL) ON DEQDOOUS PLANTS MOVED IN- LEAF AND FOR EVE KGREE HIS MOVED ANYTIME. APPLY AS PER
MANUFACTURER'S INSTRUCTION. ALL EVERGREENS SHALL BE SPRAYED IN THE LATE FALL FOR WINTER PROTECTION DURING WARRANTY PERIOD.
]5. PLANTING SOIL FOR TREES, SHRU B5 AND GROUND COVERS: FERTILE FRIABLE LOAM CONTAINING A USEFUL AMOUNT OF HUMUS AND CAPABLE OF
SUSTAINING VIGOROUS PLANT GROWTH. SHALLCOMPLY WITH MNDOT SPECIFICATION 3977 TYPE B SELECT TOPSOIL MIXTURE SHALL BE FREE FROM
HAROPACK SUBSOIL STONES, CHEMICALS, NOXIOUS WEEDS, ETC. SOIL MIXTURE SHALL HAVE A PH BETWEEN 6.1 AND 7.5 AND 1 0 FE0.BUZER AT THE RATE
OF 3 POUNDS PER CUBIC YARD. IN PAWING BEDS INCORPORATE Ali" AYER OF THIS MIXTURE THROUGHOUTTHE ENTIRE BED BY ROTO -TILLING IT INTO THE
TOP 12" OF SOIL @ A 1:1 RATLO.
SOILTO TCHTHE SPECIFICATION ABOVE
Ili. AREASWHERECONCRETE ISREMOVED YOFD DINSTALLATION DEELEDI AN WATERDUNTI (NST AMENDEDMA
1]. ANY PLANTSTOCK NOTPLANTEO ON DAY OF DELIVERY SHALL BE HEELED IN AND WATEREOUWILINSTALLATION. PANTS NOT MAINTAINED IN THIS MANNER
WILL
ES SHMREJECTED.
18. CALL OV AHE SHALL BEG F RE PLACEMENT
TWOCOMPLETETABOR OWINGSEASON(APRIL(-NOVEMBER l), UNLLSSQMERWLSESPFOFIED. THE GUARANTEE SHALL.
COVER THE FULL MST OF REPLACEMENT INCLUDING LABOR AND PLANTS.
10. CONTRACTOR SHALL 24 HO THERSI ADVANCE OF BEGINNING
LLAST3 INSTALLATION.
IS.
PLANNED DEUVERY.TIIE CONTRARO((SHALL NORFYTHE LANDSCAPE
ARCHITECTAT LEAST 24 HOURS IN ADVANCE R BEGINNING PANT INSTALLATION.
2D, SEASONS/TIME DECANTING AND SEEDING: NOTE: THE CONTRACTOR MAY ELECT TO PANT IN OFF-SASON ENTIRELY AT HIS/HER RISK DECIDUOUS
20.1. DEODuoANTS: 4/1-6/1:9/21-11/1
2032 DECIDUOUS POTTED
4/1-6/1;9/21-11/3
2DA. EVERGREEN POTTED PLANTS: 4/1-6/1;9/23-31/1
20.4. EVERGREEN BEE: 4/1-5/1;9/21-11/1
20.5. TUAT/UkWN SEEDING 4/1-6/207/20-9/20
20.6. NATIVEMIX SEEDING: 4/1-]/20;9/20-SD/ZO
21. MAINTENANCE SHALL9EGIN IMMEDIATELYAFTER EACH PORTION OF THE WORK IS IN PLACE. PLANT MATERIALS- BE PROTECTED AND MAINTAINED UNTIL
THE INSTALLATION OF THE PANTS RIC OMPLETE, INSPECTION HAS BEEN MADE, AND PLANTINGS ARE ACCEPTED EXCLUSIVE OF THE GUARANTEE
MAINTENANCE SHALL INCLUDE WATERING, CULTIVATING, MULCHING, REMOVAL OF DEAD MATERIALS, RE -SETTING PANTS TO PROPER GRADE AND KEEPING
PANTS INA PLUMB POSITION. AFTERACCEPTANCE,THE OWNER SHALLASSUME MAINTE NANCE RESPONSIBILITIES. HOWEVER; THE CONTRACTOR SHALL
CONTINUE TO BE RESPONSIBLE FOR KEEPING THE TREES PLUMB THROUGHOUTTHE GUARANTEE PERIOD.
22 ANY PANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES(PRIOR TO TOTALACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE
SITE AND REF ACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL LANDSCAPE LEGEND SPECIFICATIONS.
23. WATERING: MAINTAIN A WATERING SCHEDULE WHICH WILLTHOROUGHLY WATER ALL PLANTS ONCE A WEEK IN EXTREMELY HOT, DRY WATHER, WATER.
MORE OFTEN AS REQUIRED BY INDICATIONS OF HEATSTRFSS SUCH AS W ILTING LAVES. CHECK MOISTURE UNDER MULCH PRIOR TO WATERING TO DETAM INE
NEED. CONTRACTOR SHALL MAKE THE NECESSARYARRANGEMENTS FOR WATER.
NRF NOTES:
NRF ESTABLISHMENT SHALL SE ACCOMPLISHED IN ACCORDANCE WITH THE PROVISIONS OF THE MN/OOT 2105 AND 2575 EXCEPT AS MODIFIED
BELOW:
i. ALL AREAS TO RECEIVE SOD SHALL ALSO RECEIVE BE OF TOPSOIL PRIOR TO INSTALLING SOO. TOPSOIL SHALL BE FREE OF TREE ROOTS,
STUMPS, BUILDING MATERIAL, AND TRASH.AND SHALLBE FREEOF STONES LARGER TWIN 1 1- INCHES INANY DIMENSION.
ZWHERESODABUTSPAVEDSURFACES, FINISHED GRACEEO CF MOISESHALL BE HELD I' BELOW SURFACE ELEVATION OF TRAIL SLAB: CURB, ETC.
3. SOD SHALL BE AID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. ON SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES,
SODS HALLBE STAKED SECURELY.
4. ALLOTHERAREASDISTIIRBEO BY CONSTRUCTION SHALL BE RESTORED BY SEEDING, MULCHING AND FERTILIZING. PRAIRIE RESTORATION
SHORT MMIC GRASS MIX OR APPROVED EQUAL SHALL BE SPREAD AT THE RECOMMENDED RATE FROM THE SUPPLIER.
SEED MIX IS AS FOLLOWS:
46Y LETTL SLUESTEM
34Y SIDE OATSGRAMA
9%- BWEGRAMAGRASS
4Y. PDVERTT OATGRASS
4Y )ONE GRASS
2Y SAND DROMEEO
2Y. PRAIRIE DROPSEED
7. FOR SLOPES STEEPER THAN 3:1 ORIN DRAINAGE SWALES INSTALL EROSION CONTROL ELANKET
IRRIGATION NOTES;
1. ALL AREASWHERESOOISPLACEDSHALLRECFJVESPRAYIRRIGATION.
2. ALL PLANTING BEDS ARE TO RECEIVE DRIP TUBE TYPE IRRIGATION.
3. I -AN SCAPEARCHRECTMUSTAPPROVE SHOP DRAWING OF PROPOSED IRRIGATION SYSTEM PRIOR TO INSTALATION.
4.. IRRIGATION CONTRACTOR TO CONFIRM FLOW RATE, LOCATIONS OF CONTROL EQUIPMENT.AND IRRIGATION SNS/ VACUUM BREAKER WITH
GENERAL CONTRACTOR PRFORTO SUBMITTING SHOP DRAWINGS.
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No. Date Descri tion
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DATE: 17/31/16
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A/E —1060.014.04
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A300
GATEWAY NORTH FIFTH ADDITION
KNOW ALL PERSONS BY THESE PRESENTS: That Duke Realty Limited Partnership, an Indiana limited partnership, fee owner, of I, Rick M. Blom, do hereby certify thatthis plat was prepared by me or under my direct supervision; that I am a duly Licensed
the following described property situated in the County of Wright, State of Minnesota, to wit: Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all
mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will
Lot 2, Block 1, GATEWAY NORTH FOURTH ADDITION be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01,
TORRENS PROPERTY Subd. 3, as ofthe date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this
plat
AND
Dated this day of , 20
Lot L Block 1, GATEWAY NORTH SECOND ADDMON
And that Wagner SprayTech Corporation,a corporation, fee owner, of the following described
property situated in the County of Wright, State of Minnesota, to wit:
Lot 3, Block 1, GATEWAY NORTH FOURTH ADDITION
TORRENS PROPERTY
Have caused the same to be surveyed and platted as GATEWAY NORTH FIFTH ADDITION and do hereby dedicate to the public
for public use the drainage and utility easements as created bythis plat.
In witness whereof said Duke Realty Limited Partnership, an Indiana limited partnership, has caused these presents to be
signed by its proper officer this day of 20_
SIGNED: Duke Realty Limited Partnership, an Indiana limited partnership
BY: Duke Realty Corporation, an Indiana corporation, its general partner
By:
Steven Schnur, as Regional Executive Vice President
STATE OF
COUNTY OF
This instrument was acknowledged before me this day of 20� by
Steven Schnur, as Regional Executive Vice President of Duke Realty Corporation, an Indiana corporation, the general partner
of Duke Realty Limited Partnership, an Indiana limited partnership, on behalf ofthe partnership.
Rick M. Blom, Licensed Land Surveyor,
Minnesota License No. 21729
STATE OF MINNESOTA
COUNTY OF
The foregoing Surveyor's Certificate was acknowledged before me this day of , 20_ by Rick M.
Blom, a Land Surveyor, Minnesota License No. 21729
Signature
Notary Printed Name
Notary Public, County, Minnesota
My Commission Expires
CITY COUNCIL, CITY OF OTSEGO, MINNESOTA
This plat of GATEWAY NORTH FIFTH ADDITION was approved and accepted bythe City Councilofthe City of Otsego,
Minnesota, at a regular meeting thereof held this day of 20. and said plat is In compliance with
the provisions of Minnesota Statutes, Section 505.03, Subd. 2.
Wright County Registrar of Title.
WRIGHT COUNTY RECORDER
I hereby certify that ibis instrument was filed in the office of the County Recorder for record on this _ day of
20� at o'clock _.M, and was duly recorded in Cabinet No.
Sleeve , as Document No.
Wright County Recorder
SAMBATEK, INC.
ENGINEERING, PLANNING
AND LAND SURVEYING
tdittI 1 VFL�)H ttl�.
By:
Signature
Notary Printed Name
Mayor
Notary Public, County,
My Commission Expires
By.
Clerk
WRIGHT COUNTY SURVEYOR
In witness whereof said Wagner SprayTech Corporation, a
corporation,
has caused these presents to
be signed by its proper officers this day of
20_
I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed
and approved this day of 20_.
SIGNED: Wagner SprayTech Corporation
Wright County Surveyor
By: , as
Printed Title
WRIGHT COUNTY AUDITOR
Printed Signature
Pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes on the land hereinbefore described
on this plat and transfer entered this day of 20_
By: as
Printed Title
Wright County Auditor Deputy
Printed Signature
WRIGHT COUNTY TREASURER
STATE OF MINNESOTA
Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable for the year 20. on the land
COUNTY OF
hereinbefore described have been paid this day of 20_.
The foregoing instrument was acknowledged before me this
day of
20- by
By:
as
and , as
of Wagner SprayTech
Wright County Treasurer Deputy
Corporation, a corporation, on behalf ofthe
corporation.
WRIGHT COUNTY REGISTRAR OF TITLES
Certificate. Number
Notary Public, County, Minnesota
Notary Printed Name
I hereby certify that this instrument was filed in the office ofthe Registrar of Titles for record on this day of
My Commission Expires
20� at_ o'clock _.M, and was duly recorded in Cabinet No.
Sleeve , as Document No.
Wright County Registrar of Title.
WRIGHT COUNTY RECORDER
I hereby certify that ibis instrument was filed in the office of the County Recorder for record on this _ day of
20� at o'clock _.M, and was duly recorded in Cabinet No.
Sleeve , as Document No.
Wright County Recorder
SAMBATEK, INC.
ENGINEERING, PLANNING
AND LAND SURVEYING
tdittI 1 VFL�)H ttl�.
11 21
.................................................
DETAIL A
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DRAINAGE &
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PER GATEWAY
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117.14
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= 5170b0'00 E- gp I DRAINAGE & UM17Y `- ORA/NAGE & U7U7Y EASEMIENT
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DETAIL B 9 PER OA IEwAYNom
TA, I , TRAIN- .,It ,,,,,.,,•-•,1 -,i V,, , PLAT
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No. 86-25 R=3720.28 N90°00'00"E 6=41°10'17"
MONUMENT NO. B17 A=5j°47'33" A=3720.28
L=60.55
SW CORNER OF SEC. 35, T. 121, R 23 '
WRIGHT COUNTY CAST IRON MONUMENT- I
................................................
DETAIL B
LINE TABLE VICINITY MAP
1 W k�oQ� NORTH UNE LENGTH BEARING - - - -
I a Up J,,,3R N09CALE u 2547 1 ss9.3e'43"E
I� 0�� L2 69.x3 :39'38'43"E TII NORTH
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EASEMENT 16.231a-I-� I ul 50.12 5001038 W -
LJ? 1 L21 ' O DENOTES 1/2 BY 141NCH IRON MONUMENTSET uz 56:a
�' ORA/NAGE & U7RITY EAS''MENT
L.
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I\ I I ``�• I j--- PER GATEWAY NCP7H AND MARKED BY LICENSE NO. 21729. 1..
544°F922E 5`5 m I 1 / L23 J + SECOND ADOrr70.V "' - - - MND TRUNK
100.15 / - LIS '.3.3 - - HWY 101
v \�F ; , I r % • DEN f -. MONUMENT FOI1N:: .?6 �
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1 _ �- 277.68--�
1 G BEARING ORENTATION: L22 2000 N90'00'00"Y,r WRIGHT COUNTY, MINNESOTA
630.93 I E3: _== r� --Lh,, 358.51 THE`OLRH LINE Or LOT 3, BLOCK I, GATEWAY NORTH
DRA IIALW & U74ITY I _ j _ - y\ - .' I L23 73.30 500'00'00"E -
:• EASEMENT
PER CA.'ENFY-'----- I , ,' _ _ r FOURTH ADDITION, WRIGHT COUNTY, MINNESOTA, IS L2a 18.17 S90•cJov e __ - _
NORTH FOURTH AD017ON ` v,:'_ _ 75.69 I / - - - - �' -- ASSUMED TO BEAR NORTH 90 DEGREES 00 MINUTES us 22.77 N17
f- 68/.35 - �' 00 SECONDS WEST. u6 20M
334.09 -�
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D D p A� L28 34 3 - _- __ L _
DRAINAGE & UTTUrY EASEMENT PER GATEWAY NORTH
TATS c. ;A` = ;,3 °E T SAM.BATEK,INC.
........................................................................................... 131 31.10 ___--_.,-9'S4,4p.E ENGINEERING, PLANNING
AND LAND SURVEYING
SHEET 2 OF 2 SHEETS