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216 n. commerce st. site plan and supporting documents

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Dumb Home, LLC
309 Windsor Ave
Centreville, MD 21617
301-529-2368
dumbhome@gmail.com
compacthomeplans.com
April 3, 2024
Town of Centreville Board of Zoning Appeals
Frederick Beu, Chair
101 Lawyer’s Row
Centreville, MD 21617
RE: Variance Application – Tred Avon Partners, LLC
216 N Commerce St Mixed-Use Building
Dear Mr. Beu:
Please accept this site plan submission and variance application for consideration and to be scheduled
at your earliest convenience. We are providing 17 copies of the items listed below (one full size and
sixteen 11x17) as well as digital scans:
1. Fee check for $300
2. Variance Application form
3. “Site and Construction Plan” Sheets 1-3 (Sheets 4-9 are technical in nature and have no
substantive revisions as compared the 12/1/23 plan set.)
4. Schematic Design rendering, elevations and floor plans by Torchio Architects
5. Cover Letter for April 17th Planning Commission meeting
6. Letter describing the project's compliance with the Centreville Design Standards (CDS)
Please note that this submittal doubles as a re-submittal of the site plan for consideration by the
Planning Commission (PC) on April 17, 2024. The items listed above address comments and issues
discussed during our presentation to the PC on February 21, 2024, and we have made minor revisions
to the architectural plans and engineering site plans as a result. For the purposes of your evaluation of
the variance application, we expect you will focus on Items #2 and 3, and the remaining items may be
of interest in understanding the overall project goals and design feature.
As noted on the application form, the purpose for this application is that the Centreville Zoning Code
170-32 C.2.d. requires driveway entrances to be located at least 7 1/2 feet from side lot lines. We are
requesting a reduction so that the face of curb is 0.5’ from the right-side lot line. This is necessary to
provide width for the required 14’ wide entrance driveway and still leave room for a commercially
viable building, as well as the existing driveway encroachment on the left side of the lot.
In support of our request, we ask that you keep in mind that the property is zoned Central Business
District (CBD). Please review the Sheet 3 site plan and observe the entrance driveway configuration,
building size & layout, and the driveway encroachment on the left (north) side from the Echo 5 LLC
property. We believe it is obvious that it is not possible to develop the 59’ wide lot in a way that is
typical of existing lots within the CBD district while still complying with 7.5’ separation requirement.

Tred Avon Partners – 216 N. Commerce St
Board of Zoning Appeals Variance Application
April 2, 2024
Page 2
We do not believe this provision in the code was intended to limit the footprint size or floor area of
proposed building improvements in the CBD zone. Compliance with the standard would have the
practical effect of forcing the propose building to be narrowed from 32’ wide to 25’, (a 22% reduction
in width and floor area).
Moreover, providing a 7.5’ separation makes perfect sense for projects in less dense zoning districts
that require more landscaping and side bufferyards, such as the commercial entrances along Roue 213
from the split at Citgo, south through the Food Lion shopping center. It is not compatible with existing
development in the CBD zone.
In addition, we would like to note that this requirement is not met by approximately 25 existing
properties/sites within the CBD zone as marked on the attached annotated zoning map. For this
reason, we do not believe that granting the variance will give the applicant a benefit that is more
advantageous than any existing property in the downtown area. We would also like to note that the
Town Planner has indicated unofficially that the 7.5’ separation requirement is not appropriate in the
CBD zone and recommends that the code be revised.
We look forward to presenting the project to you in the near future and discussing these issues in
more depth. We are also open to hearing if you have particular concerns or would like us to prepare
additional exhibits prior to the hearing in order for us to make the best possible information available
to you at the hearing.
Sincerely,
Steve Layden, P.E., LEED AP
pdf: Bo Feaga, Tred Avon Partners, LLC
Greg Torchio, Torchio Architects, Inc.

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SITEANDCONSTRUCTIONPLANS
216NCOMMERCESTMIXED-USEBUILDING
SITE,SEC,STORMWATERMANAGAGEMENT,ANDUTILITYPLANS
SITENOTES
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1. PROPERTYSHOWNHEREONISDESIGNATEDASTAXMAP44C,GRID8,PARCEL778. W
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2. DEEDREFERENCE:4249130 ANDPLATREFERENCE: E R
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3. THISSITEISZONEDCBD-CENTRALBUSINESSDISTRICT E
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3.1. FRONTSETBACK =0FEET T O 432024
3.2. SIDESETBACK =0FEET PLAN
3.3. REARSETBACK =5FEET
SITESTATISTICS
4. EXISTINGUSE:VACANT
5. PROPOSEDUSE:MIXEDCOMMERCIALANDRESIDENTIALAPARTMENT TOTALSITEAREA= (cid:27)(cid:15)(cid:25)(cid:25)(cid:25)(cid:3)(cid:54)(cid:41)(cid:147) (cid:19)(cid:17)(cid:20)(cid:28)(cid:28)(cid:3)(cid:36)(cid:38)(cid:17)(cid:3)(cid:147)
EXISTINGIMPERVIOUSAREA(6.5)= (cid:3)(cid:3)(cid:3)(cid:24)(cid:25)(cid:21)(cid:3)(cid:54)(cid:41)(cid:147) (cid:19)(cid:17)(cid:19)(cid:20)(cid:22)(cid:3)(cid:3)(cid:36)(cid:38)(cid:17)(cid:3)(cid:147)
6. PROPERTYLINESSHOWNHEREONAREBASEDONASURVEYTITLED,"SURVEYONTHE
IMPERVIOUSAREATOBEREMOVED= (cid:3)(cid:3)(cid:3)(cid:23)(cid:26)(cid:20)(cid:3)(cid:54)(cid:41)(cid:3)(cid:147) (cid:19)(cid:17)(cid:19)(cid:20)(cid:20)(cid:3)(cid:3)(cid:36)(cid:38)(cid:17)(cid:3)(cid:147)
LANDSOFTREDAVONPARTNERS,LLC"PREPAREDBYMICHAELA.SCOTT,INCDATED
IMPERVIOUSAREATOBEADDED= (cid:26)(cid:15)(cid:20)(cid:19)(cid:27)(cid:3)(cid:3)(cid:54)(cid:41)(cid:3)(cid:147) (cid:19)(cid:17)(cid:20)(cid:25)(cid:22)(cid:3)(cid:36)(cid:38)(cid:17)(cid:3)(cid:147)
OCTOBER,2023.
RD RESULTINGIMPERVIOUSAREA(83.0)= (cid:26)(cid:15)(cid:20)(cid:28)(cid:28)(cid:3)(cid:54)(cid:41)(cid:3)(cid:147) (cid:19)(cid:17)(cid:20)(cid:25)(cid:24)(cid:3)(cid:3)(cid:36)(cid:38)(cid:17)(cid:3)(cid:147)
7. TOPOGRAPHYWASOBTAINEDFROMTHEAFOREMENTIONEDSURVEYANDISONAN
MAXIMUMIMPERVIOUSAREA(85)= (cid:26)(cid:15)(cid:22)(cid:25)(cid:25)(cid:3)(cid:54)(cid:41)(cid:3)(cid:147) (cid:19)(cid:17)(cid:20)(cid:25)(cid:28)(cid:3)(cid:3)(cid:36)(cid:38)(cid:17)(cid:3)(cid:147)
ASSUMEDHORIZONTALANDVERTICALDATUM.
8. THEPROPERTYISSERVEDBYTHEPUBLICWATERANDSEWER.
9. SOILSWITHINTHELIMITOFDISTURBANCECONSISTENTIRELYOFINGLESIDESANDYLOAM PARKINGCALCULATIONS
(IgA),HYDROLOGICSOILGROUPA,KFACTOR0.15,ASPERTHEUSDA-NRCSWEBSOIL
SITE
SURVEYASOFOCTOBER2023. 900S.F.COMMERCIAL@1SPACEPER300SF= 3SPACES
10. THEPROPERTYISNOTLOCATEDWITHINTHEONEPERCENTCHANCEFLOODPLAIN ONE1-BRRESIDENTIALAPARTMENT@1.5SPACESEACH= 1.5SPACES
ACCORDINGTOTHEFEDERALEMERGENCYMANAGEMENTAGENCY'SF.I.R.M.MAPFOR FOUR2-BRRESIDENTIALAPARTMENTS@2.25SPACESEACH= 9SPACES
QUEENANNE'SCOUNTY,PANELNO.24035C0212D,DATED:11052014. TOTALPARKINGSPACESREQUIREDPERTOWNCODE= 14SPACES
11. THEPROPERTYISNOTLOCATEDWITHINTHECHESAPEAKEBAYCRITICALAREA.
REDUCEDPARKINGCREDITPER170-32B.2.BASEDONANNEARUNDELCOUNTY
12. THEREAPPEARTOBENONON-TIDALWETLANDSONTHEPROPERTY. PARKINGSTANDARDS(14REDUCTION) 2SPACEREDUCTION
13. THEREARENOSTEEPSLOPESONTHEPROPERTY. (ONE1-BRAPT.@1SPC.UNIT+FOUR2-BRAPTS.@2SPC.UNIT
1+8=9SPACESREQUIREDFORDWELLINGSINAACOUNTYPER18-3-104
14. NOFORESTISPROPOSEDTOBEDISTURBEDASPARTOFTHEPROPOSEDDEVELOPMENT.
15. THEPROPERTYDOESNOTAPPEARTOCONTAINRARE,THREATENEDORENDANGERED
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VICINITYMAP
INCLUDELANGUAGETHATTHATEMPLOYEESANDCUSTOMERSAREREQUESTEDTO
SCALE:1"=1000' UTILIZEON-STREETPARKINGSPACESATALLTIMES.
GENERALNOTES
1. THEEXISTINGUTILITIESSHOWNINTHESEDRAWINGSISBASEDONBESTAVAILABLEINFORMATION,AND NETREQUIREDPARKINGSPACESREQUIRED= 9SPACES
WEARENOTAWAREOFANYUNDERGROUNDUTILITIESONTHEPROPERTY.NOGUARANTEETOTHE
INDEXOFDRAWINGS
ACCURACYOFTHELOCATION(HORIZONTALORVERTICAL)ISMADEBYTHEENGINEER.CONTRACTORTO ONSITESPACESPROVIDED= 8SPACES
FIELDVERIFYANDTESTPITASNEEDEDTOVERIFYTHELOCATIONOFTHEEXISTINGUTILITIES.THIS
PARKINGCREDITPER170-32A.OFFSITEPARKINGCREDITED
SHALLBEDONEASPARTOFTHECONTRACTFORTHEWORKSHOWNINTHESEDRAWINGS.ANYDAMAGE SHEET DESCRIPTION
TOTHESITE:
INCURREDTOSUCHUTILITIESSHALLBEREPAIREDIMMEDIATELYATTHECONTRACTOR'SEXPENSE.
1 TITLESHEET REQUESTING3ON-STREETPARKINGSPACESONNCOMMERCE
2. THECONTRACTORSHALLNOTIFYTHEFOLLOWINGTWO(2)WEEKSPRIORTOTHESTARTOF 2 EXISTINGCONDITIONSPLAN STREETBECREDITEDTOWARDTHEPROPOSEDDEVELOPMENT
CONSTRUCTIONTOSCHEDULEAPRE-CONSTRUCTIONMEETING: 3 SITEPLAN FORTHECOMMERCIALAPARTMENT. 3SPACES
4 GRADING&SEDIMENT&EROSIONCONTROLPLAN
MDDEPARTMENTOFTHEENVIRONMENTINSPECTOR 410-901-4020
5 STORMWATERMANAGEMENTPLAN (NOTETHATADDITIONALON-STREETPARKINGSPACESAREAVAILABLEINTHE
TOWNOFCENTREVILLEDEPT.OFPUBLICWORKS 410-758-1180
6 UTILITYPLAN COURTHOUSESQUAREAREA,ASWELLASOFFSITESPACESBEINGAVAILABLEIN
QUEENANNE'SCOUNTYDEPT.OFPUBLICWORKS 410-758-0925
7 SEDIMENT&EROSIONCONTROLDETAILS THEADJACENTDEPARTMENTOFHEALTHPARKINGLOT.)
DELMARVAPOWER 410-758-0830
8 STORMWATERDETAILS
MISSUTILITY 800-441-8355
9 STORMTECHDETAILS TOTALPARKINGSPACESPROVIDED= 11SPACES
DUMBHOME,LLC 1-410-758-2237
INCLUDINGONEHANDICAPPARKINGSPACE
3. ALLCONSTRUCTIONWITHINPUBLICANDPRIVATEROADSSHALLBEMARKEDFORTRAFFICAND OWNERDEVELOPER PREMISEADDRESS
PEDESTRIANSAFETY.ALLSIGNSSHALLBEPLACEDINACCORDANCEWITHSECTIONVIOFTHEMANUAL
ONUNIFORMTRAFFICCONTROLDEVICES.
TREDAVONPARTNERS,LLC 216NCOMMERCEST
4. ALLMATERIALSANDMETHODSOFCONSTRUCTIONSHALLBEINCONFORMANCEWITHTHETOWNOF POBOX387 CENTREVILLE,MD21617
CENTREVILLEDEPARTMENTOFPUBLICWORKS.
11MARCIALN
5. THECONTRACTORASSUMESALLRESPONSIBILITIESFORANYDEVIATIONSFROMTHESEPLANS,UNLESS DORSET,VT05251
SAIDDEVIATIONISAPPROVEDBYTHEENGINEER.THECONTRACTORSHALLRECEIVEWRITTEN (443)480-2532
PERMISSIONFROMTHEENGINEERIFADEVIATIONOFTHEPLANISNECESSARY.
SURVEYOR ENGINEER
6. ALLDISTURBEDAREASSHALLBESMOOTHLYGRADEDTOPROVIDEPOSITIVEDRAINAGEINTHEDIRECTION
PLANNINGCOMMISSIONCERTIFICATE
OFFLOWARROWS,SPOTGRADES,ANDCONTOURSSHOWNHEREONANDSTABILIZEDWITHTOPSOIL,
SEED,ANDMULCH.IFSETTLEMENTOCCURS,TOPSOIL,SEEDINGANDMULCHINGSHALLBEREPEATED MICHAELA.SCOTT,INC. DUMBHOME,LLC
THISISTOCERTIFYTHATTHISSITEPLANWASAPPROVEDBY UNTILSETTLEMENTSUBSIDES(SEEEROSIONANDSEDIMENTCONTROLSPECIFICATIONS). 400SCROSSST,STE4 309WINDSORAVE
THECENTREVILLEPLANNINGCOMMISSIONONTHE DAY 7. ALLTRASH,TREES,DEMOLITIONDEBRIS,ANDUNDERBRUSHARETOBECLEAREDANDREMOVEDOFF CHESTERTOWN,MD21620 CENTREVILLE,MD21617
OF ,20 . SITETOANAPPROVEDDUMPSITEBYTHECONTRACTOR. PHONE:(410)778-2310 PHONE:(301)529-2368
8. ANYEXCESSEXCAVATEDMATERIALPLACEDOUTSIDEOFTHOSEAREASDESIGNATEDONTHISPLAN
SHALLMEETAPPROVALOFTHETOWNANDQUEENANNE'SCOUNTYINSPECTORSANDENGINEER.
.
9. ANYEXISTINGSURVEYMONUMENTATIONTHATISDISTURBEDDURINGCONSTRUCTIONSHALLBE
SIGNATUREDATE
REPLACEDBYAREGISTEREDSURVEYORATTHECONTRACTOR'SEXPENSE.
10. ALLFILLAREASWITHINLIMITSOFPAVEMENT,BUILDINGCONSTRUCTION,ANDOTHERAREASAS
DESIGNATEDONTHESEPLANSSHALLBECOMPACTEDTO95MODIFIEDPROCTORDENSITYANDLAID
DEPARTMENTOFEMERGENCY ANDCOMPACTEDIN8"MAXIMUMLIFTS.
SEDIMENT&EROSIONCONTROL
SERVICESOFFICEOFTHEFIRE 11. ALLFILLAREASWITHINLIMITSOFWALKS,PATIOS,ETC.SHALLBECOMPACTEDTO90MODIFIED
PROCTORDENSITYANDLAIDANDCOMPACTEDIN8"MAXIMUMLIFTS. SITEINFORMATION:
MARSHALCERTIFICATE
12. IFPOSSIBLE,EXCAVATIONSANDTRENCHESSHALLNOTREMAINOPENOVERNIGHT.IFITISNECESSARY
FORTRENCHESTOREMAINOPEN,STEELPLATES,CAPABLEOFBEARINGTRAFFIC,SHALLBEUSEDTO TOTALSITEAREA 8,666 SQ.FT.
THISISTOCERTIFYTHATTHISSITEPLANWASAPPROVEDBYTHEQUEEN
COMPLETELYCOVERTHETRENCHORSAFETYFENCINGSHALLBEINSTALLEDTOCOMPLETELYENCLOSE LIMITOFDISTURBANCE(ONSITE) 8,666 SQ.FT
ANNE'SCOUNTYDEPARTMENTOFEMERGENCYSERVICES-OFFICEOF
THEFIREMARSHALONTHE DAYOF ,20 . THEEXCAVATIONORTRENCH. PROPOSEDIMPERVIOUSAREA 7,199 SQ.FT
VEGETATIVELYSTABILIZEDAREA 1,467 SQ.FT
13. THECONTRACTORSHALLPROVIDETHEQUEENANNE'SCOUNTYSWMINSPECTORANDTHETOWNOF
LIMITOFDISTURBANCE(OFFSITE) 50 SQ.FT
CENTREVILLEWITHASETOFRED-LINEDAS-BUILTSOFTHEPROPOSEDSTORMWATERFACILITIES.RED
OFFSITEIMPERVIOUSAREA 50 SQ.FT
LINESSHALLSHOWTHEHORIZONTALANDVERTICALLOCATIONOFALLUNDERGROUNDPIPINGAND
JEFFREYMORGAN,FIREMARSHAL. TOTALLIMITOFDISTURBANCE 8,716 SQ.FT
STRUCTURESASSURVEYED,BEFOREBEINGBACKFILLED.
APPROVEDBY: APPROVEDBY: REVISIONS: DATE: DumbHome,LLC TITLESHEET SHEET:
ProfessionalCertification:
DECEMBER1,2023
Iherebycertifythatthese 309WindsorAve
1192024 ADDRESSTACCOMMENTS,SUBMITFORPLAN.COM.
TOWNOF SCALE: documentswere Centreville,MD21617 216NCOMMERCEST 1
TOWNOFCENTREVILLEENGINEER DATE QACo. DEPT.OFPUBLICWORKS DATE 432024 SITELAYOUTREVISIONSPERPLANNINGCOMMISSION 1"=60' preparedorapprovedby dumbhome@gmail.com
CENTREVILLE, me,andthatIamaduly MIXED-USEBUILDING
www.dumbhome.com
licensedProfessional
MARYLAND APPROVEDBY: JOBNUMBER: Engineerunderthelaws 301-529-2368
3RDELECTIONDISTRICT,QUEENANNE'SCOUNTY,MD
23-013
oftheStateofMaryland,
LicenseNo.31184, TAXMAP44C,GRID8,PARCEL778 of 9
DESIGNER:
ExpirationDate:1-16-25. DATE: PREPAREDFOR:TREDAVONPARTNERS,LLC
QACo. SOILCONSERVATIONSERVICE DATE SEL COPYRIGHT C 2024

LEGEND
EXISTING
X
SS S
CO
W
M
SOILBORINGLOCATION
LIMITOFDISTURBANCE
SILTFENCE
SUPERSILTFENCE
FILTERLOG
STABILIZED
CONSTRUCTIONENTRANCE
TEMP.STOCKPILELOCATION
APPROVEDBY: APPROVEDBY: REVISIONS: DATE: DumbHome,LLC EXISTINGCONDITIONSPLAN SHEET:
ProfessionalCertification:
DECEMBER1,2023
Iherebycertifythatthese 309WindsorAve
1192024 ADDRESSTACCOMMENTS,SUBMITFORPLAN.COM.
TOWNOF SCALE: documentswere Centreville,MD21617 216NCOMMERCEST 2
TOWNOFCENTREVILLEENGINEER DATE QACo. DEPT.OFPUBLICWORKS DATE 432024 SITELAYOUTREVISIONSPERPLANNINGCOMMISSION 1"=20' preparedorapprovedby dumbhome@gmail.com
CENTREVILLE, me,andthatIamaduly MIXED-USEBUILDING
www.dumbhome.com
licensedProfessional
MARYLAND APPROVEDBY: JOBNUMBER: Engineerunderthelaws 301-529-2368
3RDELECTIONDISTRICT,QUEENANNE'SCOUNTY,MD
23-013
oftheStateofMaryland,
LicenseNo.31184, TAXMAP44C,GRID8,PARCEL778 of 9
DESIGNER:
ExpirationDate:1-16-25. DATE: PREPAREDFOR:TREDAVONPARTNERS,LLC
QACo. SOILCONSERVATIONSERVICE DATE SEL COPYRIGHT C 2024

S.H.A.MIXNo.2
LEGEND 5'-6" 1"RADIUS 6" CONCRETEOR
PRECAST 1
EXISTING PROPOSED FINISHEDGRADE 2MAX. SCORE 1"RADIUSNOSING 2
ORBUILDING PAVEMENT 6"
3
4"THICK
6" ASPHALT SUB-GRADE
4"CR-6 PAVEMENT
18"
VARIES
20
21
84"
1'
SUBGRADEANDCR-6
SUB-BASE
TOBECOMPACTEDTO
1.5
95MODIFIED
9 " PROCTORDENSITY SUBGRADEANDCURB
BASETOBECOMPACTED
TO95MODIFIED 3"BANKRUN
NOTES: CONCRETEMD. PROCTORCOMPACTION GRAVELORCR-6
1) PROVIDECONTROLJOINTSEVERY5'ANDEXPANSION 4" S.H.A.MIXNO.2
JOINTSEVERY15'. 6" 3000PSI28DAY 2) PROVIDEABROOMFINISH. COMPRESSIVE
STRAIGHT6"CURBDETAIL
3) ALLWALKSSHALLMEETAPPLICABLEADASTANDARDS. STRENGTH
4) THISSECTIONISNOTAPPROPRIATEFORTRAFFIC
NOTTOSCALE
BEARINGLOCATIONSORATDUMPSTERPADS.
MONOLITHICSIDEWALKANDCURBDETAIL
X
SS S SS
CO CO
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M M
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RD
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SOILBORINGLOCATION
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VARIES 5'-0" 1'-0"
2MAXSLOPE
4"(6"@DRIVEWAYSW6X6
WELDEDWIREMESH(GAGE10)
4"CR-6BASE
4000PSICONCRETE
(6"CR-6UNDERDRIVEWAYS)
PREFORMEDEXPANSION 12"
JOINTMATERIAL
4"MIN.
4"CR-6BASE
(6"CR-6UNDERDRIVEWAYS)
EXPANSIONJOINTDETAIL
GENERALNOTE:
1.CONSTRUCTIONJOINTSAT5'INTERVALS.
2.EXPANSIONJOINTSAT25'INTERVALS.
SIDEWALKDETAIL
NOTTOSCALE
APPROVEDBY: APPROVEDBY: REVISIONS: DATE: DumbHome,LLC SITEPLAN SHEET:
ProfessionalCertification:
DECEMBER1,2023
Iherebycertifythatthese 309WindsorAve
1192024 ADDRESSTACCOMMENTS,SUBMITFORPLAN.COM.
TOWNOF SCALE: documentswere Centreville,MD21617 216NCOMMERCEST 3
TOWNOFCENTREVILLEENGINEER DATE QACo. DEPT.OFPUBLICWORKS DATE 432024 SITELAYOUTREVISIONSPERPLANNINGCOMMISSION 1"=20' preparedorapprovedby dumbhome@gmail.com
CENTREVILLE, me,andthatIamaduly MIXED-USEBUILDING
www.dumbhome.com
licensedProfessional
MARYLAND APPROVEDBY: JOBNUMBER: Engineerunderthelaws 301-529-2368
3RDELECTIONDISTRICT,QUEENANNE'SCOUNTY,MD
23-013
oftheStateofMaryland,
LicenseNo.31184, TAXMAP44C,GRID8,PARCEL778 of 9
DESIGNER:
ExpirationDate:1-16-25. DATE: PREPAREDFOR:TREDAVONPARTNERS,LLC
QACo. SOILCONSERVATIONSERVICE DATE SEL COPYRIGHT C 2024
"5.7
SAWCUTEX.CURBTONEARESTJOINTANDPOURNEW3'RADIUSCURBANDNOSEDOWN
FLUSHWITHPROPOSEDSIDEWALK.
SAWCUTEX.ASPHALTANDPAVEPROPOSEDCONCRETEAPRONFLUSH.
SEEELECTRICALPLANSFORPROPOSEDWALL-MOUNTEDPARKINGLOTLIGHTING.
432024
4 HANDICAPPARKINGSIGNFASTENEDTOBUILDINGWALLPERDETAILTHISSHEET.
5 9'x9'FENCEDTRASHCORRAL.FENCINGSHALLBE5'HIGHWHITEVINYLWITHA4'WIDE
LATCHINGDOOR.CONCRETEPADSHALLBE4"CONCRETEON4"CR-6PERSIDEWALK
DETAILTHISSHEET.
6 5'x2'DETECTABLEWARNINGSURFACEPERMSHADETAIL655.40ONSHEET7. 432024
7 PROPOSEDTWO-PERSONBENCHFIXEDTO5'x7'-6"STAINED&PATTERNEDCONCRETE.
8 SEEARCHITECTURALSFORHANDRAILTHATLIMITSACCESSFROMSTREETSIDEONLY.
9 PROVIDESAFETYCONESANDWARNINGSIGNAGETODIRECTPEDESTRIANAWAYFROM
CONSTRUCTIONZONE 7'-0"LONG,370LBS.,TWO58"X18"ANCHORPINS.
SPECIFICATIONSFORQUALITY:SMOOTHSTEELFORM 10 PROPOSEDTWO-BIKEBLACKSTEELU-RACKFIXEDTOCONCRETEWALK
FINISH,HIGHSTRENGTH-4500P.S.I.
11 PROPOSEDPICNICTABLEANDFIXEDCHARCOALGRILL 432024
TYPICALPARKINGBLOCKDETAIL 12 4"WHITEPAINTSTRIPES24"APARTDENOTEHANDICAPREFUGEAREAANDTURN-
AROUNDATTRASHCORRAL
NOTTOSCALE
A AMERICANHOLLY ILEXOPACA, 8'HIGH
B SWEETBAYMAGNOLIA, MAGNOLIAVIRGINIANA, 6'HIGH
432024
NOTES:
1. SIGNSHALLMEETTHEMUTCD
STANDARDSFORANR7-1SIGN.
2. PAINTSHALLBEREDONWHITE.
3. SIGNINSTALLEDIONBUILDINGWALL
WITHBOTTOMEDGE6'-0"ABOVE
WALK
ALUMINUM
432024
SIGNSTOCK
COMPACTEDFILLORSUBGRADE
WITH
GRAPHICS
PERMUTCD
REQUIREMENTS
TREECANOPYCALCULATIONS
432024
TOTALSITEAREA= (cid:27)(cid:15)(cid:25)(cid:25)(cid:25)(cid:3)(cid:54)(cid:41)(cid:147)
PERCENTAGEOFTREECOVERREQUIRED(15)= (cid:20)(cid:15)(cid:22)(cid:19)(cid:19)(cid:3)(cid:54)(cid:41)(cid:147)
SEEPLANFOR
PROPOSEDTREES
ARROWDIRECTION
1MEDIUMTREE(900SFPERTABLEA) 900SF 432024
1SMALLTREE(400SF) 400SF
TOTALPROPOSEDTREECANOPY 1,300SF
PARTIALELEVATION
NOTTOSCALE
NOPARKINGSIGNDETAIL
NOTTOSCALE

COMMERCE STREET VIEW
WEST ELEVATION SOUTH ELEVATION EAST ELEVATION NORTH ELEVATION
SCALE: 1/8"=1'-0" SCALE: 1/8"=1'-0" SCALE: 1/8"=1'-0" SCALE: 1/8"=1'-0"
01
:: 216 NORTH COMMERCE STREET MIXED USE BUILDING :: SCHEMATIC DESIGN :: March 11, 2024
205 E. Water Street, Suite A, Centreville, Maryland 21617 - 410.758.1000 COPYRIGHT TORCHIO ARCHITECTS, INC. 2024
"4/3
11-'33
MATERIALS
ALUMINUM STOREFRONT
ALUMINUM CLAD WOOD WINDOWS
PVC TRIM
VINYL OR CEMENT BOARD SIDING
ALUMINUM RAILINGS
CONCRETE FOUNDATION
SINGLE-PLY MEMBRANE ROOFING (NOT VISIBLE)

LC
RA
AH
W/D
HW
SHELVES
REF REF
02
:: 216 NORTH COMMERCE STREET MIXED USE BUILDING :: SCHEMATIC DESIGN :: March 11, 2024
205 E. Water Street, Suite A, Centreville, Maryland 21617 - 410.758.1000 COPYRIGHT TORCHIO ARCHITECTS, INC. 2024
W H
LC
RA
AH
W/D
SHELVES
REF
W H
LC
AH
D
W
CLOSET
BEDROOM
BEDROOM
9'-9"x 11'-6" BATH
9'-10 1/2" x 11'-10"
8' CLOSET
DINING
KITCHEN
LIVING STAIR
BALCONY
5' x 8'
"0-'23
PU
"8/7
6
@
R61
ND
"7
@
R
02
WALK-IN CLOSET
BEDROOM
BEDROOM
BATH 9'-9"x 11'-6"
9'-10 1/2" x 11'-10"
BATH BATH
DINING
DW
KITCHEN
LIVING
BALCONY
5' x 8'
LEVEL 2 & 3 PLAN
SCALE: 1/4"=1'-0"
PU
"7
@
R02
ND
"7
@
R
51
60'-0"
I.T. &
STORAGE WALK-IN CLOSET
BATH
BEDROOM
10'-4"x 12'-0"
LAVATORY
LAUNDRY
COMMERCIAL TENANT SPACE
DINING
KITCHEN
LIVING
ACCESSIBLE UNIT
LEVEL 1 PLAN
SCALE: 1/4"=1'-0"