HomeMy WebLinkAbout2020-11-05 TPC Planning Report TPC3601 Thurston Avenue N, Suite 100 2
Anoka, MN 55303
Phone: 763.231.5840
Facsimile: 763.427.0520
TPC@..PlanningCo.com encioNow,
PLANNING REPORT
TO: Eric Johnson
FROM: Scott Richards
DATE: November 5, 2020
RE: Oak Park Heights — Lowe's Home Center — PUD Amendment for
Expansion of Garden Center— 5888 Nova Scotia Avenue North
TPC FILE: 236.02 — 20.09
BACKGROUND
Andrew Polonus, representing Lowe's Home Centers has made application for a
Planned Unit Development (PUD) Amendment to allow the expansion of the garden
center and the addition of a gate on the rear drive aisle. A PUD is required in that it is a
change from the site plan originally approved for Lowe's. The property is zoned B-4
Limited Business District with a PUD overlay that was approved to allow joint access
and parking for a coordinated development plan for the CSM Development.
The CSM Development that contained the Lowe's Home Center was approved by the
City Council in November of 2005. A Conditional Use Permit (CUP) was approved for
open and outdoor storage in June 2007.
EXHIBITS
The review is based upon the following submittals:
Exhibit 1: Site Plan (C400)
Exhibit 2: Title Sheet (T-1.0)
Exhibit 3: Enlarged Floor Plan and Demolition Plan (A-1.0)
Exhibit 4: Garden Center and Rear Gate Details (A-1.01)
Exhibit 5: Exterior Elevations and Specifications (A-2.0)
Exhibit 6: Garden Center Pilaster Plan, Details and General Notes (S-1.0)
Exhibit 7: Electrical Schedules, Notes and Details (E1)
Exhibit 8: Electrical Schedules, Notes and Details (E2)
Exhibit 9: Garden Center Extension Photometric Plan (E3)
Exhibit 10: Plumbing Plans and Notes (P1)
Exhibit 11: Site Photos
PROJECT DESCRIPTION
The Applicant has indicated that "the project involves the expansion of the garden
center and the addition of a gate on the rear drive aisle."
The garden center is on the west side of the Lowe's building. The 5,530 square foot
expansion of the garden center area will assure that all of the materials for sale are
stored within the screened area. The gate, which faces to the east and to a residential
area, will also provide additional screening of the storage area.
The expansion area will include a new fence, screening and lighting that will match what
is already existing.
ISSUES ANALYSIS
Comprehensive Plan. The property is designated as Commercial on the Proposed
Land Use Map. The continued use of the site for retail commercial use is consistent
with the Comprehensive Plan.
Zoning. The property is zoned B-4 Limited Business District. The CSM development,
which includes the Lowe's, was approved as a PUD in 2005 to allow multiple
commercial buildings within the development with shared access and parking. The
PUD is an overlay of the B-4 District. A CUP was required in 2007 to allow open and
outdoor storage of truck trailers and allow three delivery trucks to be parked within the
storage area at the south side of the Lowe's store.
A PUD is required for the expansion of the garden center and the gate in that the site
plan of the development is being altered.
Setbacks. The B-4 District requires a front yard setback of 40 feet, side yard setback
of 10 feet and rear yard of 20 feet. The front is considered Nova Scotia Avenue North
and the rear is adjacent to Walmart. The expanded garden center will be approximately
40 feet from the rear property line. None of the other required setbacks are impacted.
Traffic Circulation. Traffic circulation within the site will not be impacted with this site
change and building expansion.
Parking. No changes to the parking area are required with the garden expansion.
Lighting. Lighting of the garden center is being altered such that fixtures are being
installed adjacent to the new fence. The lighting specifications indicate that the fixtures
are to be pole mounted and are full cut off. The Zoning Ordinance states that no light
source or combination thereof which cast light on a public street shall exceed one (1)
foot candle meter reading as measured from the centerline of said street nor shall any
light source or combination thereof which cast light on adjacent property exceed four-
tenths (0.4) foot candles as measured at the property line. A photometric plan has been
2
submitted and indicates that this will be complied with. Additionally, the Ordinance
states that the maximum height above the ground grade permitted for light sources
mounted on a pole is twenty-five (25) feet. The specifications indicate that the pole
height is 20 feet but that the fixture will be above that. The Applicant shall check to
make sure that requirement is addressed. The conditions of approval will state that all
lighting shall be full cut off and shall be consistent with Section 401.15.6.7 of the Zoning
Ordinance as it relates to lighting requirements.
Signage. Other than required exiting signage, no other signs are proposed.
Fencing/Screening. The proposed new fencing at the west edge of the garden center
will be identical what is existing now and consist of corner pilasters with relocated tube
steel fence and gates. The gate detail plans indicated that the egress gate (6 on Sheet
A-1.01) may be chain link fence or tube steel. The City will require the gate to be tube
steel in that it provides better screening and is consistent with the rest of the fencing.
Grading, Drainage, Erosion Control and Utilities. No grading, drainage and utility
plans were required for this project.
Design Guidelines. No Design Guideline review is required.
CONCLUSION / RECOMMENDATION
Subject to the preceding review, City staff recommends approval of a Planned Unit
Development (PUD) Amendment to allow the expansion of the garden center and the
addition of a gate on the rear drive aisle of the Lowe's Home Center at 5888 Nova
Scotia Avenue North subject to the conditions that follow:
1. All light fixtures shall be full cut off and be consistent with Section 401.15.6.7
of the Zoning Ordinance as it relates to lighting requirements. No light source or
combination thereof which cast light on adjacent property exceed four-tenths
(0.4) foot candles as measured at the property line. The maximum height above
the ground grade allowed for light sources mounted on a pole shall not exceed
twenty-five (25) feet.
2. All gates and fencing shall be constructed with tubular steel. No chain link fence
shall be allowed.
3. No merchandise or storage of items shall be stored above the garden level fence
on the west side of the building.
4. All conditions of the PUD approvals granted on November 22, 2005 and the CUP
granted on June 19, 2007 shall remain in effect and will be enforced.
pc: Julie Hultman
3
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//Ij THE COMPLETE INSTALLATION AND OPERATIONS OF NEW EQUIPMENT.THIS
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•STRUCTURAL NOTES CODE SPECIAL INSPECTIONS /}(��• /- •0 REVISIONS
SPECIAL
GENERAL WIBRATONAL MIRDING CODE 2000 DAM I. SPECIAL INSPECTORS SHALL PERFORMED Cl ACCORDANCE IDES CHAPTER 17 Cr of #`/e .m. ESCRIPTION
1 ME PROFESSIONAL ENGINEER M.SEAL APPEARS ON THESE DRAVA.G.Is
RISK CORONET II °UNIFIED TOTER INSPECTOR
BUILDINGCODE(WC).ALL SPECIAL INSPECCONSTRUCT.
SHALL BE �_ WW
THEpPRPR.CT STRUCTURAL ENGINEER-CE-RECORD(SCR)MHO BE.LEGAL REWIRINGSPEOA INSPECTION O ME PARTICULAR BE TRE O BY THE BOWING
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'EC.S AND MUST BE APPROKD BY AND BUBONG
nRLM SATEDI a ME STRUCTURAL R PARC DESIGN DATA FOR GRAVITY LOADS GINSSrcgSLWRITHED IN APT PERFORM HE .TIES.D =M-
RLLA.G TO METIER OROCI NTN M.SATESSIONAL DI AND R.MATO COMPLETE,OTTER ORREC RETIRES SHA L.TUNED TE.0 ICC TT OF TILL 2000 EARHI EC DE RC. _M-
RENEE,°E101E OR ADOPOOTO THESE CONS"TRUCTORYDOCUMENTCORRECT. ROOF UIS LOON Ra. 2000 PN REPORTS OF
0 D IN A TIMELY
TO MA BUTTING OrTiCIAI,ARCHITECT.AND
ROa S OAC PLL Za EW W RECD IN A DM2Y INSPECTION:
=:=
2. USE STRUCTURAL DRAWINGS W C.AHCT.DIM OMEN ORAWNGS GROUND F SN LOAD P9 50 PR 2 O M.E REWRING 704.4: WSP[CT.:
N. SECTIONS 1010 CET Ls SHORN ANLL BE CONSIDERED TYPICAL TNT Au AD(DRIFT Is AOanaxAC) P, A. R SECTION52505 R OF.INC =:=
FLAT"L AN T FACTOR le 1.0 CONCRETE
EAl TON INSPECTOR O PLACEMENT of EHUTREINFORYETCING STET,
SNOW La IMPORTANCE FACTOR z PREWOLICNCRER.PERFORM TESTS FOR sL.P,AOR CONTENT, ■
P CONTRACTOR MIALL VERIFY NIL CONDITIONS IN DE 000 AND TAKE ALL THERMAL FACTOR Cs 1.0 RYPWATIJRE. ST SPECIMENS FOR STRENCM RSR.
NECESSARY D.MEASUREMENTS. J.PERIODIC INSPECT.OF ARCHINS IS ONNLL RCL NE DOYMMARp NEC
CONTINUOUS INSPECTION O ANCHORS INSTALLED HOWZ.iAL 0R ON.RNEAD
s. NE STICTURE SHOWN ON THESEEDRArnxcs IS STRUCTURALLY SOUND 051 IN DESIGN DATA FOR WINO LOADS DEPTH.O.DNDO IN CRETE INSPECTIONS MALL E 1010 . ATE AND
/ill'
PROCEDURE,MATERIALS AND LOCATOR.ALL ANCHORS
COMPLETED TOM. PRO.ALL NECESSARY B/9C WRD SP.X(]-sECWD W. H INSTALLED INH ED 0011.ETE ARE SUBJECT TO wSPECT.. 1;g@/
IN
TO swum THE BIILOIxc CONTRACTOR SHALL
W�EbbEF FACTOR I.C o •.hE1111A0jIWEsEcnM FOR MURRxAXCE OF CURING AND TEMPERATURE
• 9
ME STRUCTURAL MUSTCOMPSW R. O CA 55 5 r0 LORE'S FOR EACH O INSPECTION OF FORMYNRK ClFSHAPE,LOCATION,ARD a lS'E. M
6. ME CONTRACT. DIMENSIONS - B
OR 91AL PROTECT THE EMS.G STRUCTURES a1RMG B 8.PERIODIC TEMPERATURE.CTI.FOR MAINTENANCE SORE F O CURING R.NIOU I AND Y C§,6 N
2. CONSTTRNRUCTOR. CONCRETE PERIODIC INSPECTION Gi FORM WORK FOR SHAPE.LOCATION AND
.CRETE SHALL BE PROPORTIONED,TAXED AND PLACED IN ACCORDANCE MASONRY
YTE 1CGNITMNc'OF MASONRY SAMPLEUCDM.ONE O
SCOPE OF STRUCTURAL ENGINEERING SERVICES I RDH ACI 310.'BUILONG CODE REQUIREMENTS FOR STRUCTURAL OOxCRER: Ml AND DALE GROUT SAMPLE SHALL BE ev17-
-'`,�`,m
1 ME STRUCTURAL ENGINEER-Of-RECORD HAS PEftigMED M STRUCTURE AVD AO 301.•SPEOMAnOxS FOR STRUCTURAL CONCRETE'ANY MASONRY
U TESTING MASONRY UNITS
GRW i LL BE TESTED
DEPES. E PR F,PARED THE STRUCTURAL.KING DRAGS FOR THIS AMXTUREs MUST W APPROVED BY ME STRUCTURAL MGM. QED IN ACC WM ASM NIST ALL 8E • i Q'a'
REVIEW SEANCES WILL BE PERFORMED BY LOWS. TESTED IN ACCORDANCE TAM ASTM NDI9.
2. MINORUM 2B OAY TE R..SILENCE O MAXIMUM
FWTIxW.LL TI R. O.VR WWTNO PROCEOUIRES ARE USED,[..UWS INSPECTION IS
ME O]NEMUCTIM MUST
BE TI DEVIATION IN STRICT.ESCORT CE TAM ME .0 PST RHINEOOR CONTENT
SMALL HAVE S NAMUM wATER/C.Exi RATIO DURINGE C C POE C.L.PIER
DEVIATION PR.ME .ERROR MUST BE i lENi.ALL BE LESS TITAN J[ ]..ALL CONSTRUCT.,ORE MASONRY.IT AND ONE GROUT SAAP1£ PANNG /CAR POST.REF N.
OMISSIONS M NAIPNG THE
ME STRUCTURAL DR VA.M.TABORS AND/OR ME P BE TAKEN. I / Y
MF STMONRA DRAWINGS MUST BE BRaOHi i0 Mf wast EMPoSFD N{RFCZE/IHAW(INCLUDING GC. E PLACEMENT O VERTICAL REINFORCEMENT AND MEORWTRG OF WALLS
STRUCTURAL ENGMEERY ATTENTION NMEDIATELY. I)uxi u co,,,,,,,EAR HOR COMPRESSIVE TOTAL ARC NTE.SHALL BE../- IL.BE OB..DURING ME INITIAL AND FINAL WMT POURS,AND0.111.7E.
DAY BE 1000 PA. `PERIODICALLY BETWEEN. 11
CONTROL
ENE CRO Is NOT RESP.WB,E FOR.AND TALL NOT NAVE M.A.WINNER/CEMENT RATIO.ALL BE DAO. 5..0 MORTAR SAMPLES AND INSPECTION O MINTS MALL OCCUR AT ME I I H
CONPRO�ORO a.CONSTRUCT.MEANS,METHODS,TEWNIMES WOUEKiS W BEGINNING OF MASONRY CONSTRUCT.. .�$3
.OR FOR SAFE,'FRECAUOINS AND PROGRAMS IN CORRECTOR A. W NOT CAST CONCRETE R WATER OR.FRO.WOUND. 8.PERIODIC
ERIIODE IC INSPECTOR OF HER CA"OWATI�,NCON CONSTRUCT.,AM " �
INDITE CONSTRUCTOR.GIN:NOR CULL ME GER BE RESPONSIBLE FOR ME p . D �. I3I
CONTRACTORS FAILURE TO CONTRACT
OUT
THE C.STRUCTON PROM IN 5, CHLORIDES IN ANY FORM OR CONCENTRATION.ALL NOT BE ADDED i0 ANY TION O SUB..PREPARATION AND FMNUAT.PREPMTON •�_ tiOm 0
AW A OPERATIONS BT A LICENSED SOR.N CA ENGINEER. N TEs IN TOP B'.
6. RATHER CORRIDORS MI. ONLY AR RMPWATGRE A -3 MART 1r o.G i
FOR 3 C.SECUnVE DAYS IS OPEC.10 BE BELOW M'r AND T[AIR 4i
ABBREVIATIONS MAPERATURE EXCEED 50'F E.MINE THAN 12 c COMPLY
TA EEKNNLY SPACED F.
T°OSMF AL AO 306 AND AS REIN SPEWTsx ECT CONCRETE
AB ANCHOR BOT FFTIE R.PHYIONS SICAL DADA.W AS
SERGE THAT CO.BE • I
AFF ABOVE MI.FLOOR CAU.BY FROST,TREED.ACDNS OR LOW TEMPERATURES.
BCF ARCHITECT
IL CHORD EXTENSION
G CONTROL OR CONSTRUCTION JOINT IN SLAB ' OONCAJCTTORRS INST.ARLN[.WN CONCRETE COMPLY MTH THE PR.. i
CL P q AND As NOTE: EM TO W
OLP CONTINUOUS MEM ANTE BY CURING Aro SEALING COMPOUND,BY VAIN
.T JOINT S CURING OI TRE-RETAKING CORER CUING.BY W4BI"AT.S ATIOX ARO brr
IM.PaRMA1IOx.
EL ELEVATIONTHEREOF. A
POST .ALL BE INSTALLED IN ACCORDANCE TAM ME
iN FOOTNGAY MANUFACTURES PRIMED INSTILLATION INSTRUCTORS(MRM.IF AN.ORS ARE
B TO BE INSTAL.IN A HORIZONTAL OR UPWARD DIRECTOR PERs.xEL WALL
M G E TRAINED i0 INSTALL ADHESIVE ANCHORS TRIO.THE ACl/CAW •
MAT MATERIAL FACE
i BEARIOF NG MASONRY
INST.ER CERTIFICATION PROGRAM. - N.Eren PF RECORD
MAX MUM
M. un pNCA CONTRO JOINT IE REINFORCING STAAA ANCRTMenme,Dm
STEEL MIN A.xAo
MO uAS Y OPENING 1. ALL .FABRICATION AND PLACING OF REINFORCING STEL.ALL BE 4
UC NOT
10 SC.ON OIN ACCORDANCE WM ME LATEST WIDE TO PRESENTING RENFORCNO STEEL G eNUA•°�uTxaaeau
PA LS..315 3'
PL PLANE ACTUATED FASTENER ENS BE NEW MILT STEEL CONFORMING TO ASTM ANS CCR.,TIP. ..-r»-EN OS
NOF° SCHEDULE 2.RE/ROWING LOP O FOOTING GRiRAADE 80 R CONCRETE 6 O.BARS SHALL BE J'AT BOTTOM rAx:eaa-Rea-wa•
TOR TOP OF STEEL
i x MOS BwU�"u0C
,DJ , , CONCRETE WALL FORMES EMNALENT IN Ag AND REAR GATE FOUNDATION :irl
U.7 AMISS xLRN OTHERWISE NUMBER TO VERT._STSTER EXTENDING DI BAR DIAMETERS INTO FOOTING 4 IIQAAE•P AR.W.. I 10�'P,,R.1,
WOE WOOED ACRE FABRIC
AND 21 BAR DIAMETERS WTO CONCRETE WNL.UNLESS NOTED OTHERTASE.
FOUNDATIONS CONCRETE MASONRY
:1
1. LL MIR.SHALL REST ON STAGE NATURAL SOIL OR CONTROLLED
I. .CRETE MASONRY UMR SHALL 6L ERECTED AS LOAD BEARINGC.WETE
AMf OF SAFELY 9JPRORDNG 3000 PSE.THE MASONRY. BUILD CODE REQUIREMENTS FOR MASONRY
& GENERAL COMPACTED FILL C P SHAY.BE E,RES.ARI FOR CONTACTING PST.
A STRUCTURES(MS 403/8.)."
8 CENSER EXCAVATION PRIOR O PLACEMENT ENEENT FOR WSERVAn.W D OTNGCONC 2 C.LREIE uAS.RY UHITs.LL C.FORN ro ASM SPECR1Gn.s FOR r ELL
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C. SSTRU TOURµ RIa REWEORCTORY AND CONCRETE
NOL.LOAD-BEARING GORE.MASONRY UNITS(ASM COD LATEST "OIs fDOTNG 9GALC ARMY SUBAREAq EER N INCLUDING REDU EDO.3E NDO PER N END LOC,RASA A79.1). .L ATE KRONA RONFWCED.T R TH E CCN.OE ME.53 IIIChi
Biv"AnwsTnNIAx mD¢WD1°.iusD.MESE oRAvmG°""s I""r°rRass�°rEio Tpxs EW uWTAn FW uxlT MASav INuM EnF ASTA o).TisE•s.•RD 3.PLAPLA EMASON Y GROUTrwrr S. L_ _J
REACH FIRM UNDISTURBED sal. u SCARY CEMENT WLL NOT BE USED. .COMPRESS. J.PULE MASONRY GROUT W e-B•WNt Mils XODWc
R.$ t MLEOBWO M OO ALL ENTFRIW FOOTINGS SHALL BE A MINIMUM O 5-0'
STRENGTH BE m 200000PS.THE MINIMUMCOMPRESSIVESTRENGTH W ME GROUT 2'BELOW COWARD AT EA.ITE. \2/s-1.0
PR
J.ARE BEM.40-90 DEGREES FMASONRY MAY BE RACED ..MIEN RMPWANRES ARE ABOVE OR
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.ALL BELOW DRS RAKE,HOT AND COLD HEREIN MASONRY PROCEWRET
!3 salt SOILS SHALL BE REMOVED TO A DEPTH AND IM3111 STABLE MOISTURE OJTMD IN THE SPSPEODCATON FOR MASONRY STRUCTURES(TMs C.-8.) 8 CREATE ASN.REwA. I
R ASSUREFIC.T TO
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0 DATE o-nDESCRIMnai
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WO NOL FIXTURE MODEL KAMER iFt2LT YAMDESO.rToN 0
MOUNT ALONG IREa BE-SEED
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0 UNDEaDM,HDCIRCUITRY TOPOLE MOUNTED LIGHTS.
fl SHALL RESPONDED wrni VIBRATION DOPER O CONNECT
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T+u CURITY LOD,
POLE.20,TA ROUND TAPERED ALUIANUNI,RATH ONE A/FOGIME SCREAROUNTEDAND ONE PO FORME ON AN BAY ARIA POLE SHALL
�� LED • - LW,POLERAse COVERS.HAHOWITHSTAND OF IAPII WIND PLUS IA OUSTHE�,I TOTAL
AND u. Epf DIE LIMITING DETAILALIS,AND DETAIL .LA � SECE,C SHALL MASONRW00.1.1""MOH DONN
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DAMNED QUADRANTS OF STWOLS RI TNE DOWRIES INDICATE FECES TO BE LLUMNATED.ARROWS IN GRAMME ROUTE WHIM Qs ITO TONER Egf •pg LSD , S CHEVRONS T,.EA TE.BAaOROUNTF000RE rADOREDOM HEADER.FIXTURES NOT ON WALLS SHALL RE SUPPORTED TWCOWu. �fiLEENounED €5ff 1 •1
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ALL CONTRACTORS.INTENDING TO RIO THIS PROJECT.
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REPORTED BACA TO THE GENERAL CONTRACTOR
GARDEN CENTER EXT.-SECURITY CONDUIT PLAN 03 GARDEN CENTER EXTENSION-LIGHTING PLAN 1 02 GARDEN CENTER.EXT.-LIGHTING LOCATION PLAN I 01CLARIFICATION BYLOL'ESPROJECT NANAGER. °" F7
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• REVISIONS
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PLUMBING CODE HANGER SPACING TABLE PLUMBING GENERAL NOTES REVISIONS
w ACEIG Ra•wnEeTneaOWN RANGER SPADING•ALL PIPE AND P'TO"INSTALLED
.OR orcu PiusCONTRACT
coo'MFORCEM,ENT REDauTO nu ENT..ER ,. AAL PLUMBING WORN SHALL COMPLY WITH RE UTEST EDMOND,TIE APPLICABLE CODES INCL. ALL AMENDMENTS.Looe www,xcES AND FEDERAL CODES AND
PLUMBING
DATE �oescav,wr�
WEST MINNESOTA PURISM CODE wwDER SPACING 2. ALL WORN SHALL BE PERFORMED.
.e»ww.TE„w MUM VERTICAL TO RECOGNIZED TRADE P.ACTICEe. EXPERIENCED IN TNE PLUMBING
TRADE.ALL WORK$.12.BE INSTALLED.,.NEAT TECHNICIAN >v�..�M,,..E..kDo.oD.o
SPACING HORIZONTAL
� SPACING iFEErI
. THE DRAWINGS ARE DMORAMMAIIC ANO 12.0/CATE TNE GENERAL LOCATION OF EOUIPMENT,
PIPES.VALVES,ETC IT 15 THE INTENT OF NESE DRANNGS AND SPECIFIC...6 T.T
COPPER OR COPPER ALLOY%PE 12 15
COMPLETE PLUME...MEM BE FURNISHED
TESLED AND READY FOR
COPPER oRCaPPERALLmT.No,.,.wAKETERO. S ARE SHOWN REFERENCE SHALL BE WOE TO T.POLL G. 10
SMALLER
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COPPER OR PLUMBING SUBCONTRACTOR WILMOUT EXTRA CHARGES,MANE REASONABLE LARGER
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FOR PROPER ALL WATER LINES ABOVE FRESNO,FLOOR AND WEIN BUILDING WALLS AND GARDEN b i
SHALL BE RATED„FLAME SPREAD AND eO SMOKE DEVELOPED. e wL wPE�NeIX.,aN Vii€ t
5. ALL WATER LINES,POTABLE AND MONPOTABLE,MOLL BE
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INTERVALS OE 25,2"ARO WHERE PIPES PENETRATE A
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IDEMTNPE.NDmODUCTSrvP s„nownOREQUAL a,wF WALL.FLOOR OR ROOF usOG.EO 1 Et,'R
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1.. _-.. ...- `:LI OE,STINGCOLDWATERLINE emu EE DISCONNECTED AND CAPPED FOR P„rO� a�f�LI
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REINSTALL EXIST..NOSE Bill AT NEW LOCATION AT SAME.12022.EASING.
i COORDINATE LOCATION WITH OWNER PRIOR TO INSTALUTION.CONTRACTOR SHALL
RIFYMen..NOSEB•
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NEW COLDMIERLINEALIXAPENCEDNEATSALENEIG,DASMUMSWATER
` PLUMBING LEGEND brr
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