1A11

A1detail reference

sheet number

detail number

1A11

A1section reference

sheet number

section number

1A11

A1exterior elevation reference sheet number

elevation number

1A11

A1interior elevation reference

sheet number

elevation number

AAstructural grid linegrid line designation

match line

11key note referencenote number

11revision number

revision reference

1st Subfloor0' - 0"

level line datum

reference level

reference elevation

top of slab0' - 0"

point datum

reference point

reference elevation

door identification 100A3280

schedule number

width and height (inches)

window identification 13060

schedule number

width and height (inches)

elevation datumreference

TOW 98' 6"elevationreference

toilets and urinals

tubs and showers

sinks andlavatories

wall cabinetbase cabinetcountertop

cabinetry

full height cabinet

ROW ROW ROW

E

T OT

OE

C OC

G G G G GSAN SAN SAN

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bifold door

cased opening

window

hinged door

sliding door

pocket door

T1T1

material keymaterial keyThese patterns may be used in plan or section to indicate material types. The same pattern may beused for different materials; these material identifications must be made within the context of thedrawing. If there is a discrepancy between a text description of a material and a pattern as describedin this key, the text description will prevail.

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symbolssymbols& and@ at~ approximate, or approximately° degree# number, or pound+/- plus or minus

aaab anchor boltac air conditioningaccu air conditioning condensing unitact acoustical ceiling tilead area drainaddm addendumadj adjustable, or adjacentadj-s adjustable shelvingaff above finish flooraggr aggregateaiv air intake ventaiv-f air intake vent - furnacealt alternatealum aluminumanch anchorapprox approximate, or approximatelyarch architect, or architecturalatten attenuate, or attenuatingauot automaticav-r air vent - returnav-s air vent - supplyawn awning

bbb/ bottom ofbbs battery backup systembd boardbdrm bedroombggc barbeque grille gas connectionbid bidetbit bituminousbldg buildingblkg blockingbm beam, or benchmarkbol bollardbrg bearingbp base plate, or bearing platebs bar sinkbs-bi bench seat - built inbs-wd bench seat - with drawersbs-wm bench seat - wall mountbsmt basementbt brine tank, or bath tubbt/sm bath tub with shower modulebt-dm bath tub - deck mountedbt-dmj bath tub - deck mounted, with jetsbt-fs bath tub - free standingbtwn betweenbur built-up roofbvc bathroom vanity cabinetbv bevelbw both ways

ccc-c center-to-centercab cabinetcap capacitycatv community antennae televisioncb construction bulletincd-e clothes dryer - electriccd-g clothes dryer - gascem cement, or cementitiouscf ceiling fancf/l ceiling fan with lightcfci contractor furnished contractor installedcftc chimney flue termination capcham chamferchan channelcip cast in placecj control jointcl center lineclg celingclos closetclr clearcmu concrete masonry unitcoax coaxialcol columncom commoncomm communicationcomp compositionconc concreteconst constructioncont continue, or continuouscontr contractorcorr corridorcpt carpetcrs course, or coursescs-sm chimney shroud - seamed metalcsmt casementct ceramic tilect-e cooktop - electricct-g cooktop - gasctop countertopctr centercu cubiccuft cubic footcuyd cubic yardcw clothes washer

ddd deep, or depthdb decibeldbl doubledd distribution devicedeg degreedemo demolition, or demolishdf drinking fountaindhwrp domestic hot water recirculating pumpdia diameterdiag diagonaldim dimensiondisp dispenser, or disposaldisp-g disposal - garbagediv divisiondl dead loaddn downdr doords down spoutdt drain tiledtl detaildv direct ventdv-fp direct vent - fireplacedw dishwasherdwg drawing

eee eastea eacheb expansion boltec electrical contractoref exhaust faneh exhaust hoodeifs exterior insulation finish systemej expansion jointelec electric, or electricalelev elevation, or elevatorencl enclosureepbb emergency power batter backup systemepdm ethylene propylene diene monomerepg-df electric power generator - diesel fuelepg-lp electric power generator - liquid propaneepg-ng electric power generator - natural gaseps expanded polystyreneeq equalequip equipmenterv energy recovery ventilatoresm electric service meteretr existing to remainev exhaust ventev-af exhaust vent - attic fanev-cd exhaust vent - clothes dryerev-f exhaust vent - furnaceev-fp exhaust vent - fireplaceev-rh exhaust vent - range hoodev-wh exhaust vent - water heaterew each wayexcav excavate, or excavationexh exhaustexist existingexp expansionext exterior

abbreviationsabbreviationsThe following abbreviations may be used throughout the document set. Some definitions share a common abbreviation; in these cases the most appropriate definition within the context of the document will prevail.

project summaryproject summary

municipalitymunicipalityCity of Madison, Dane County, Wisconsin

principal governing codes and ordinancesprincipal governing codes and ordinancesWisconsin Uniform Dwelling Code

parcel dataparcel dataAddress: 2406 Waunona Way, Madison WI 53713Zoning District: TR-C1 District & Lakefront DevelopmentParcel Number: -Description: Lot 13, Block 1, Hoboken Beach, Located in Section 19, 17N,R10E.Lot Area: 0.28 acre

zoning restrictionszoning restrictionsMaximum Height: 35' ft (2 Stories)Street Yard: 20' ft.Side Yard: 6'/ 7' ft.Rear Yard: 35' ft.Lakefront Yard: 55.46 ft (Average Setback - Three Houses) Stories: 2 (After Addition completion, Based on City of Madison, Zoning Code,Section 29.211, Definition of Story, subsection "a". Basement < 50% exposureat front side.

House Alteration/ RemodelHouse Alteration/ Remodelforfor

Wolfgang Koller & Patrica GabarraWolfgang Koller & Patrica Gabarra

project notesproject notes

1. These notes describe typical project conditions and requirements; exceptionsare noted on the plans.

2. If a specification has been published with this project it will govern theproject's material and performance requirements. Areas not covered by aspecification will be governed by the standards and best practices of theconstruction trades, related industries, and professional societies. Details,notes, and instructions on the drawing set take precedence. All work willconform to the governing ordinances, codes, and regulations. If adiscrepancy cannot be resolved, contact the architect for clarification.

3. The general contractor and subcontractors shall thoroughly familiarizethemselves with the scope and nature of the new construction prior to thestart of work.

4. The general contractor and subcontractors shall verify existing conditionsprior to the start of work. Conditions which differ significantly from thoseanticipated as shown within these drawings shall be referred to the architectprior to the start of work.

5. All work outside of the area of construction shall be protected from incidentaldamage. Any damage shall be repaired as new to the owner's satisfactionprior to the completion of construction.

6. The general contractor shall plug and block penetrations through the exteriorbuilding envelope to prevent pest and nuisance animal infestation.

TT11 TTiittllee PPaaggeeSSWW11 SSiittee PPllaannSSWW22 GGrraaddiinngg && UUttiilliittyy PPllaannLL11 LLaannddssccaappeedd PPllaannAA11 MMaaiinn EEnnttrraannccee// LLoowweerr LLeevveerr aanndd GGaarraaggee -- EExxiissttiinngg && PPrrooppoosseedd FFlloooorr PPllaannssAA22 IInntteerrmmeeddiiaattee LLeevveell -- EExxssiittiinngg// PPrrooppoosseedd FFlloooorr PPllaannAA33 UUppppeerr LLeevveell -- PPrrooppoosseedd MMaasstteerr SSuuiittee FFlloooorr PPllaannAA44 RRooooff PPllaann -- PPoorrcchh && GGaarraaggee AA55 RRooooff PPllaann -- HHoouusseeAA66 NNoorrtthh && SSoouutthh EElleevvaattiioonn -- HHoouusseeAA77 WWeesstt && EEaasstt EElleevvaattiioonn -- HHoouusseeAA88 BBuuiillddiinngg EElleevvaattiioonnss -- GGaarraaggee

drawing indexdrawing index

Bour

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rreevviissiioonn iinnddeexx## ddaattee rreeffeerreennccee

stone aggregate or granular fill

compacted or engineered fill

earth

sand or soil fines

wood (finish trim, board, or molding)

nominal lumber (board, stud, or timber)

blocking (cut, planed or trimmed to a non-standardsize)

metal

rigid insulation board

loose fill insulation

spray polyurethane foam insulation

fiberglass blanket insulation

symbol keysymbol keyThe following reference marks, symbols, and drafting conventions may be used throughout the document set. Equipment and fixture symbols are typical - other symbols may be used to illustrate similar items. Special symbols not identified in this key will be identified on the drawing.

room reference 100 kitchen245 sqft

schedule number and room name

interior area (square feet)

tlt

100100

Construction LineHidden Construction LineOverhead Construction LineCenter Line

Property or Boundary LineRight of Way Center LineSetback or Build-to LineEasement or other described boundaryElectric, buried (OE overhead)Telephone, buried (OT overhead)Cable, buried (OC overhead)GasSanitary SewerStorm SewerBarrierFenceExisting ContourNew Contour

wss

pressuretank

water softenerset

water softener

ws

brine tank

btpt

sump pumpand crock

s&c

wh

water heater gas firedforced airfurnace

f-gfa

clotheswasher

clothes dryer

cw cd

mb

w/d

stackedclothes

washer anddryer

utility sinksingle basin

mop basinwith wallfaucet

utility sinkdouble basin

us us

fireplacedirect vent

gas servicemeter

electricservicemeter

furnaceexhaust

vent

furnace airintake

gsm esm dv-fp ev-f aiv-f

floor drain hose bibb junction box

wsm

waterservicemeter

fd hb jb elec

load center

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pppar parallelpartn partitionpb panel board, or pull boxpb-e panel board - electricalpb-ni panel board - network interfacepb-sw panel board - structured wiringpc plumbing contractorpcc precast concretepcf pounds per cubic footperf perforatedperp perpendicularpl plate, or property lineplam plastic laminateplbg plumbingplf pounds per lineal footplywd plywoodpnl panelpnt paintpoly polyethyleneprefab prefabricatedprelim preliminarypsf pounds per square footpsi pounds per square inchpsl parallel strand boardpt pressure treated, or preservative treated, or pressuretank

qqqt quarry tileqty quantity

rrra return airra-e range - electricra-g range - gasrad radiusrcp reflected ceiling planrd roof drainref refrigeratorref/ic refrigerator with ice makerref-uc refrigerator - under counterreinf reinforcedreq requiredresil resilientret returnrev revisionrh-eir radiant heater - electric infra-redrh-gir radiant heater - gas fired infra-redrh-ebb radiant heater - electric baseboardrh-efp radiant heater - electric flat panel wall mountrh-hbb radiant heater - electric hydronic baseboardrh-wbb radiant heater - hot water baseboardrm roomro rough openingrow right of way

sss souths&c sump pump and crock basinsan sanitarysatd satellite dishsb soil boring, or shower basinsb-p shower basin - prefabricatedsbo selected by ownersc solid corescc structured-composite cablesched schedulescv shower control valvesd-gh shower door - glass hingedsd-gs shower door - glass slidingsf square foot, or square feetsh shower headsh-hh shower head - hand heldsht sheetshwr showersim similarsm-p shower module - prefabricatedsp-hw solar panel - hot watersp-pv solar panel - photovoltaicspd surge protection devicespec specificationsq squaressm solid surface materialss stainless steelstd standardstl steelstor storagestruc structuralsv sheet vinylsw switchsym symmetrical

ttt treadt/ top oftb towel bartbd to be determinedtd trench draintele telephone, or telecommunicationtemp temporaryt&g tongue and groovethk thick, or thicknesstlt toilettph toilet paper holdertr towel ringt/r-p trash/recyclable- pullout drawertv televisiontyp typical

uuuc under counterunex unexcavatedunfin unfinisheduno unless noted otherwiseur-fm urinal - floor mountedur-wm urinal - wall mountedutp unshielded twisted pair

vvv ventvb vapor barriervct vinyl composition tilevert verticalvest vestibulevr vapor retardervt vinyl tilevwb vinyl wall basevwc vinyl wall covering

www west, or wide, or widthwc water closetwc-uc wine cooler - under cabinetwd woodw/d-e stacked washer and dryer combination - electricw/d-g stacked washer and dryer combination - gaswdrw warming drawerwdw windowwf wide flangewfc wood fiber compositewfs water filtration systemwh water heaterwh-e water heater - electricwh-g water heater - gaswh-te water heater - tankless electricwh-tg water heater - tankless gaswms wall mounted shelvingwp water proofwr water resistant, or weather resistantwrb weather resistive barrierws water softenerwss water softener set with internal brine tankwsct wainscotwt weightwwr welded wire reinforcement

xxxh extra heavyxps extruded polystyrenexstr extra strong

yyyd yard

fff fahrenheitf-gb furnace - gas boilerf-gfa furnace - gas forced airf-guh furnace - gas unit heaterf-wm faucet - wall mountedfa fire alarmfab fabricate, or fabricationfacp fire alarm control panelfb face brick, or floor boxfc foot candlefd floor drainfd-ls floor drain - linear stripfdc fire department connectionfdn foundationfec fire extinguisher cabinetff finished floorffe finished floor elevationfha field height adjustablefip foam in placefip-cc foam in place - closed cellfip-oc foam in place - open cellflash flashingflex flexibleflr floorfluor fluorescentfoc face of concretefof face of finishfos face of studfp fireplacefp-e fireplace - electricfp-f fireplace - fluefp-g fireplace - gas firedfp-wb fireplace - wood burningfrz-c freezer - chestfrz-u freezer - uprightft foot, or feetftg footingfur furr, or furringfurn furnish or furniturefv field verify

ggga gage, or gaugegal gallongalv galvanizedgb grab bargc general contractorgd garbage disposergdo garage door openergdr girdergfi ground fault interruptgfr glass fiber reinforcedgfrc glass fiber reinforced concretegfrp glass fiber reinforced polymergl glassglb glass blockgr guard railgran granulargrnd groundgsf gross square feet, or geotextile separation fabricgsm gas service metergwb gypsum wallboardgyp gypsum

hhh high, or heighth/c hot and coldhb hose bibbhc hollow corehdr headerhdt hanging door trackhdwd hardwoodhdwr hardwarehm hollow metalhoriz horizontalhp heat pumphp-g heat pump - geothermalhr hour, or hand railhr&s hanging rod and shelfhrv heat recovery ventilatorhtr heaterhvac heating ventilation and air conditioninghvy heavy

iiid inside diameterin inchincan incandescentincl include, or includinginsul insulationint interior

jjjb junction boxjct junctionjst joistjt joint

kkkip kilopoundkit kitchenksi kilopounds per square inch

lll long, or lengthlam laminatelav lavatorylb poundlbs poundslc linen cabinetled light emitting diodelin linear, or lineal, or linen closetll live loadlp liquid propanelpgr liquid propane gas regulatorlpst liquid propane storage tanklt lightlsl laminated strand lumberlv low voltagelvl laminated veneer lumberlw light weight

mmmaint maintenancemas masonrymast mastermatl materialmax maximummb mop basinmc medicine cabinetmech mechanicalmed mediummemb member, or membranemep mechanical electrical plumbingmezz mezzaninemfd manufacturedmfr manufacturermid middlemin minimummir mirrormir-f mirror - framedmir-fl mirror - floormisc miscellaneousmldg moldingmo masonry openingmtd mountedmtg mountingmtl metalmwm municipal water metermwo microwave oven

nnn northni network interfacenic not in contractnid network interface deviceno numbernom nominalnts not to scale

oooc on centerod outside diameterofci owner furnished contractor installedoff officeofoi owner furnished owner installedoh overheadohwm ordinary high water marko-o out to outopgn openingopp oppositeosb oriented strand boardov oven, or overov-dbl oven - doubleov-dbl-e oven - double - electricov-dbl-g oven - double - gasov-e oven - electricov-g oven - gasov&mwo oven and microwave oven combination

Site Plan Keyed Notes

Site Plan Notes1. Site plan information taken from Plat of Survey commissioned and provided by the Owner. Additional data was

derived from the County Land Records System, aerial imagery, and field measurements.2. Contractor to verify with the owner and the utility companies the locations and elevations of all utilities prior to the

start of work.3. Stockpile excavated material in locations to provide proper drainage and to minimize erosion. Coordinate use or

removal of excess cut material with site work and the Owner.4. Inspect rough grades for proper shape, angle and position prior to the star of finish grading. Uniformly grade areas to

achieve a smooth finished surface with uniform levels or slopes between existing and new grades. Existing gradesoutside the area of land disturbing activity shall be maintained and repaired if damaged during the course of work.Finish grades shall be formed to provide positive drainage away from the building.

5. Examine finish surface, grades, topsoil, quality and depth of planting substrate. Do not begin work until unsatisfactoryconditions have been corrected.

6. Disturbed areas shall receive grass seed and mulch. Coordinate planting and stabilization efforts with the landscapecontractor.

7. Heavy duty landscape fabric to be used under all planting beds prior to the placement of mulch. Where beds areadjacent to lawn areas, edges of beds shall have heavy duty plastic edging secured with 12" stakes at 60" OC (min).All corners and splices to have manufactured joints. Bed edges to be no less than 18" from outer edge of plants attime of planting. Plant material to be in good condition, free of broken branches, bruises, or any other damage.

8. Crushed gravel walkways shall be composed of a wear layer of stabilized self-binding gravel compacted to a 4" depthlaid over a sub-base layer of fine to medium aggregate compacted to a 4" depth laid over the graded and compactedsub-grade. Provide a heavy-duty geotextile separation fabric between the sub-grade and the sub-base. Self-bindinggravel shall be by Kafka Granite, 800-852-7415, 'Stabilizer' stabilized decomposed granite and crushed stone, color'Beige Blend Marble,' or equivalent.

9. Exterior concrete slabs, walkways, steps, driveways, and aprons shall receive a stiff broom finish perpendicular to thenormal direction of travel.

10. Paved driveways shall be hot-mix asphalt laid in two lifts over a sub-base layer of fine to medium aggregatecompacted to a 6" depth (min).

1. Concrete walkway.2. Concrete apron.3. Asphalt driveway.4. Proposed location for cut/fill stockpile.5. Sediment fence (typ).6. Stone tracking pad.7. Diversion drain.8. Straw bale (typ).9. Planting bed.

10. Electrical transformer and pad.11. Telephone, cable, or optical fiber communications pedestal.

Erosion Control Best Management PracticesNon-structural Practices Structural PracticesConstruction sequencing Sediment fencingMulching & erosion control nets Stone tracking padSeeding, permanent Diversion and slope drains

Construction SequenceThe construction sequence shall strive to minimize the exposure of bare earth to the action of wind, rain, and overlandflow. The sequence of major activities and BMPs are:1. Installation of structural BMPs: stone tracking pad, sediment fencing, and diversion drains.2. Strip site and perform rough grading. Stabilize with mulching and erosion control nets.3. Excavate area of new construction. Stabilize with new gravel sub-base and mulch around perimeter.4. Erect, enclose, and complete exterior construction, including gutters, drains, and other water management systems.5. Perform finish grading. Stabilize by mulching, permanent seeding and landscaping. 6. Remove all structural BMPs.

Maintenance of all structural BMPs are required throughout the construction process. Inspections shall be performed atleast weekly and after all storm events. All necessary repairs shall be made immediately.

1. Sediment will be removed from behind sediment fences and barriers before it reaches a depth that is equal to half thebarrier's height. Breaks and gaps in sediment fences and barriers will be repaired immediately. Straw bales will bereplaced at least every three months, or sooner if warranted by the bale's condition and state of decay.

2. All sediment that moves off-site due to construction activity or weather events will be cleaned up before the end of thenext workday.

3. All installed BMPs will be maintained until the disturbed areas are completely stabilized.

Mulching, Seeding and Erosion Control Nets1. Mulch shall be straw, hand applied at a rate of 2 tons/acre. Anchor mulch with a Class 1 biodegradable erosion net.2. Seeding may be performed after April 15, 2015, when the soil has reached a stable temperature of 50°F.3. Provide a minimum of 3-4" of topsoil at all areas to receive permanent seeding.4. Apply by broadcast seeding at a rate of 21lbs/1000sqft. After application, the site shall be raked, firmed, and mulched.5. Seed mixture (WISDOT No. 40): Kentucky Bluegrass 35%, Red Fescue 20%, Hard Fescue 20%, improved fine

perennial Ryegrass 25%.6. Add fertilizer and other soil amendments as necessary. Apply fertilizer at a rate of 7lbs/1000sqft. Fertilizer mixture

(WISDOT Type A): nitrogen not less than 16%, phosphoric acid not less than 6%, potash not less than 6%.7. Inspect seeded areas weekly to ensure vegetation is adequately established and re-seed as necessary.8. Water seeded areas regularly until they become established.

Stone Tracking Pad1. Tracking pad shall be at least 24' wide and 50' long, constructed of 3" to 6" washed stone to a 12" depth (min).

Underlay with a heavy duty geotextile fabric to prevent stone from sinking into the soil.2. Add stone if existing stone becomes buried or if sediment is not being effectively removed from vehicle tires.

Sediment Fence1. Sediment fences shall be 14" high (min), measured from the top of the fabric to the soil surface.2. Sediment fence material properties: a woven geotextile filter fabric, minimum grab strength of 100lbs, pore size

between 50 and 100 microns, and a UV stability of 90% per ASTM D-4355.3. Support fencing with 2x2 wood stakes, driven to a depth of 20" below grade (min), spaced at 8'-0" (max).4. Staple filter fabric to each stake at top, center, and bottom.5. Preserve vegetation within 5'-0" of up-slope side of fencing.6. Seams shall be overlapped with the end stakes of each section wrapped together before driving into the ground.7. Supplement the sediment fence where it crosses the concrete, pavement, or other impervious surface with straw bales

immediately up-slope. Because there is no practical method of securing the straw bales to the impervious surface,stake the end bales and tie adjacent bales together; monitor their condition frequently to ensure they do not wash intoand damage the sediment fence.

Diversion Drains1. Roof discharge from the downspouts and leaders shall be diverted to established lawn areas using a 4" plastic drain

tile perforated to discharge clear of the area of construction activity. The ends of the tile shall be turned gently up-slopeso the discharge bleeds through the perforations instead of the outlet. Stabilize outlet with staked straw bales.

Site Plan Keyed Notes

Site Plan Notes1. Site plan information taken from Plat of Survey commissioned and provided by the Owner. Additional data was

derived from the County Land Records System, aerial imagery, and field measurements.2. Contractor to verify with the owner and the utility companies the locations and elevations of all utilities prior to the

start of work.3. Stockpile excavated material in locations to provide proper drainage and to minimize erosion. Coordinate use or

removal of excess cut material with site work and the Owner.4. Inspect rough grades for proper shape, angle and position prior to the star of finish grading. Uniformly grade areas to

achieve a smooth finished surface with uniform levels or slopes between existing and new grades. Existing gradesoutside the area of land disturbing activity shall be maintained and repaired if damaged during the course of work.Finish grades shall be formed to provide positive drainage away from the building.

5. Examine finish surface, grades, topsoil, quality and depth of planting substrate. Do not begin work until unsatisfactoryconditions have been corrected.

6. Disturbed areas shall receive grass seed and mulch. Coordinate planting and stabilization efforts with the landscapecontractor.

7. Heavy duty landscape fabric to be used under all planting beds prior to the placement of mulch. Where beds areadjacent to lawn areas, edges of beds shall have heavy duty plastic edging secured with 12" stakes at 60" OC (min).All corners and splices to have manufactured joints. Bed edges to be no less than 18" from outer edge of plants attime of planting. Plant material to be in good condition, free of broken branches, bruises, or any other damage.

8. Crushed gravel walkways shall be composed of a wear layer of stabilized self-binding gravel compacted to a 4" depthlaid over a sub-base layer of fine to medium aggregate compacted to a 4" depth laid over the graded and compactedsub-grade. Provide a heavy-duty geotextile separation fabric between the sub-grade and the sub-base. Self-bindinggravel shall be by Kafka Granite, 800-852-7415, 'Stabilizer' stabilized decomposed granite and crushed stone, color'Beige Blend Marble,' or equivalent.

9. Exterior concrete slabs, walkways, steps, driveways, and aprons shall receive a stiff broom finish perpendicular to thenormal direction of travel.

10. Paved driveways shall be hot-mix asphalt laid in two lifts over a sub-base layer of fine to medium aggregatecompacted to a 6" depth (min).

1. Concrete walkway.2. Concrete apron.3. Asphalt driveway.4. Proposed location for cut/fill stockpile.5. Sediment fence (typ).6. Stone tracking pad.7. Diversion drain.8. Straw bale (typ).9. Planting bed.

10. Electrical transformer and pad.11. Telephone, cable, or optical fiber communications pedestal.

Erosion Control Best Management PracticesNon-structural Practices Structural PracticesConstruction sequencing Sediment fencingMulching & erosion control nets Stone tracking padSeeding, permanent Diversion and slope drains

Construction SequenceThe construction sequence shall strive to minimize the exposure of bare earth to the action of wind, rain, and overlandflow. The sequence of major activities and BMPs are:1. Installation of structural BMPs: stone tracking pad, sediment fencing, and diversion drains.2. Strip site and perform rough grading. Stabilize with mulching and erosion control nets.3. Excavate area of new construction. Stabilize with new gravel sub-base and mulch around perimeter.4. Erect, enclose, and complete exterior construction, including gutters, drains, and other water management systems.5. Perform finish grading. Stabilize by mulching, permanent seeding and landscaping. 6. Remove all structural BMPs.

Maintenance of all structural BMPs are required throughout the construction process. Inspections shall be performed atleast weekly and after all storm events. All necessary repairs shall be made immediately.

1. Sediment will be removed from behind sediment fences and barriers before it reaches a depth that is equal to half thebarrier's height. Breaks and gaps in sediment fences and barriers will be repaired immediately. Straw bales will bereplaced at least every three months, or sooner if warranted by the bale's condition and state of decay.

2. All sediment that moves off-site due to construction activity or weather events will be cleaned up before the end of thenext workday.

3. All installed BMPs will be maintained until the disturbed areas are completely stabilized.

Mulching, Seeding and Erosion Control Nets1. Mulch shall be straw, hand applied at a rate of 2 tons/acre. Anchor mulch with a Class 1 biodegradable erosion net.2. Seeding may be performed after April 15, 2015, when the soil has reached a stable temperature of 50°F.3. Provide a minimum of 3-4" of topsoil at all areas to receive permanent seeding.4. Apply by broadcast seeding at a rate of 21lbs/1000sqft. After application, the site shall be raked, firmed, and mulched.5. Seed mixture (WISDOT No. 40): Kentucky Bluegrass 35%, Red Fescue 20%, Hard Fescue 20%, improved fine

perennial Ryegrass 25%.6. Add fertilizer and other soil amendments as necessary. Apply fertilizer at a rate of 7lbs/1000sqft. Fertilizer mixture

(WISDOT Type A): nitrogen not less than 16%, phosphoric acid not less than 6%, potash not less than 6%.7. Inspect seeded areas weekly to ensure vegetation is adequately established and re-seed as necessary.8. Water seeded areas regularly until they become established.

Stone Tracking Pad1. Tracking pad shall be at least 24' wide and 50' long, constructed of 3" to 6" washed stone to a 12" depth (min).

Underlay with a heavy duty geotextile fabric to prevent stone from sinking into the soil.2. Add stone if existing stone becomes buried or if sediment is not being effectively removed from vehicle tires.

Sediment Fence1. Sediment fences shall be 14" high (min), measured from the top of the fabric to the soil surface.2. Sediment fence material properties: a woven geotextile filter fabric, minimum grab strength of 100lbs, pore size

between 50 and 100 microns, and a UV stability of 90% per ASTM D-4355.3. Support fencing with 2x2 wood stakes, driven to a depth of 20" below grade (min), spaced at 8'-0" (max).4. Staple filter fabric to each stake at top, center, and bottom.5. Preserve vegetation within 5'-0" of up-slope side of fencing.6. Seams shall be overlapped with the end stakes of each section wrapped together before driving into the ground.7. Supplement the sediment fence where it crosses the concrete, pavement, or other impervious surface with straw bales

immediately up-slope. Because there is no practical method of securing the straw bales to the impervious surface,stake the end bales and tie adjacent bales together; monitor their condition frequently to ensure they do not wash intoand damage the sediment fence.

Diversion Drains1. Roof discharge from the downspouts and leaders shall be diverted to established lawn areas using a 4" plastic drain

tile perforated to discharge clear of the area of construction activity. The ends of the tile shall be turned gently up-slopeso the discharge bleeds through the perforations instead of the outlet. Stabilize outlet with staked straw bales.

north

55.47'

14.6

0'

13.2

0'

51.40'

10.7

0'

10.4

0'

53.30'

26.00'

12.00' 22.00'

21.0

0'2.

00'

36.00'

24.3

1'

8.00

'

9.50'

46.39'

20.00'

7.00

'

6.00

'

7.00

'6.19

'

6.19

'

61.70'

12.7

0'

11.1

0'

10.0

0'

11.0

0'

LAKE YARD AVERAGE SETBACK(BETWEEN THREE LOTS)

NEW COURTYARD(See Landscaped

Plan) PROPOSED ADDITIONPROPOSED ADDITIONGROSS AREA= 165 S.F.

NEW ASPHALTAPRON

NEW ASPHALTDRIVEWAY

NEW CONC. PAD

NEW CONC.PORCH SLAB

NEW PAVERS SIDEWALK(PERVIOUS AREA)

NEW 48" WIDE CONC. PAD w/ TREAD

NEW FRENCH DRAINNEW FRENCH DRAINCONCRETE PAVERSw/ OPEN JOINTSOVER GRAVEL FILL

WA

UN

ON

A

WA

Y

WA

UN

ON

A

WA

Y

O.H

.W.M

. = 8

45.6

'O

.H.W

.M. =

845

.6'

100

YR

S. F

LOO

D P

LAN

= 8

47.6

'10

0 Y

RS

. FLO

OD

PLA

N =

847

.6'

SITE BENCHMARK #1T.O.PIPE= 850.18'

SITE BENCHMARK #2T.O.SURVEY SPIKE= 858.73'

LOT 14

LOT 13LOT 13

LOT 12

EXISTING DRIVEWAYTO BE DEMO (TYP. AS SHOWN)

EXISTING HOUSEEXISTING HOUSEAREA= 1,242 S.F.AREA= 1,242 S.F.ELEV. = 853.84'ELEV. = 853.84'

PROPOSED GARAGEPROPOSED GARAGEFLOOR AREA= 800 S.F.FLOOR AREA= 800 S.F.

ELEV. = 855.34'ELEV. = 855.34'

NEW (2) CONC. STEPS

NEW 8" CONC. WALLS @AROUND FRENCH DRAIN

EXISTING DRIVEWAYTO BE DEMO (TYP. AS SHOWN)

FRONT YARD SETBACK

SID

E Y

AR

DS

ETB

AC

K

SID

E Y

AR

DS

ETB

AC

K

BUILDING TO O.H.W.M.

SID

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AC

K

EX

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TO P

RO

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ER

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ILD

ING

TO

SE

TBA

CK

PR

OP

OS

ED

BU

ILD

ING

TO

SE

TBA

CK

NEW LANDSCAPED AREANEW LANDSCAPED AREAINFILL AREA (SOIL & SEED).

FINAL GRADE AS REQ'D.

NEW FRENCH DRAINNEW FRENCH DRAINCONCRETE TREADS & PAVERSw/ OPEN JOINTS OVERCOMPACTED GRAVEL FILL

DEMO EXISTING STAIRSAND OVERHEAD DOOR .

850.0'

PROPOSED BUILDING TO PROPERTY LINE

LAK

E M

ON

ON

ALA

KE

MO

NO

NA

WA

TER

ELE

V. =

845

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WA

TER

ELE

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845

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ON

OC

T/14

/201

4O

N O

CT/

14/2

014

NEW PAVERS SIDEWALK (PERVIOUS AREA)

S 03° 49' 32" W (221.0')S 03° 49' 32" W (221.0')203.54'203.54'

N 03° 41' 46" E (211.0')N 03° 41' 46" E (211.0')198.58'198.58' ±13.0'±13.0'

±17.0'±17.0'

S 8

5° 3

5' 2

9" W

(6

0.23

')S

85°

35'

29"

W

(60.

23')

60.0

'60

.0'

N 8

0° 5

1' 0

0" W

(6

0.04

')

N 8

0° 5

1' 0

0" W

(6

0.04

')60

.0'

60.0

'

NEIGHBOR EDGE HOUSENEIGHBOR EDGE HOUSE

NEIGHBOR EDGE HOUSENEIGHBOR EDGE HOUSE

6425

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2, M

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1960

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Wau

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WI 5

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1111 SCALE: 1" = 20'-0"SCALE: 1" = 20'-0"

Site PlanSite Plan

SW1SW1

Bour

il Des

ign S

tudio,

LLC

rreevviissiioonn iinnddeexx## ddaattee rreeffeerreennccee

LANDSCAPING NOTES: Landscape: Finished grade, seed and mulch. (Typ.)

SITE PLAN SUMMARY Lot Area: 12,064 sq. . = 0.28 Acres (To Meaner Line)Lot Coverage: 3,660 sq. ./ 12,064 sq. . = 30.33% - Less than 50%(Driveways are included)Proposed Building Footprint: 1,407 sq. . (Ground Level - Gross Area) Proposed Accessory Building: 800 sq. . (Garage)Proposed Conc. Porch: 170 sq. . (Covered)Proposed Conc. Sidewalk & Pads: 81 sq. . (Ground Level)Proposed Asphalt Pavement Area: 1,202 sq. . (New Driveway Area - Shaded)

Demoli on Structures:Exis ng concrete sidewalks: 180.00 sq. .Exis ng Asphalt driveways: 1,570.00 sq. .

Building:Proposed Stories: 02 Stories (A er infill depressed actual garage area)Maximum Height: 29'-6" (measured from 1st FIN. FLR. to Ridge Line)

north

UP

UP

UP

SS

SS

SS

SS

SS

SS

S

w /

W

w /

W

w /

W

w /

W

w /

W

w /

W

w /

W

w /

W

w /

W

w /

W

w /

W

EXIST EXIST EXIST

G G G G G G GG

G

E / L

E / L E / L E / L E / L E / L E / L E / L E / L E / L

E /

L

GA

SGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

GA

SG

AS

GAS GAS

853.0'

854.0'

852.0'

851.0'855.0'

856.0'

854.0'

853.0'

853.0'

PROPOSED ADDITIONPROPOSED ADDITIONGROSS AREA= 165 S.F.W

AU

NO

NA

W

AY

WA

UN

ON

A

WA

Y

851.0'

EXISTING HOUSEEXISTING HOUSEAREA= 1,242 S.F.AREA= 1,242 S.F.ELEV. = 853.84'ELEV. = 853.84'

852.0'

854.0'

855.0'

856.0'

857.0'

858.0'

859.0'

860.0'

861.0'

855.34'

PROPOSED GARAGEPROPOSED GARAGEFLOOR AREA= 800 S.F.FLOOR AREA= 800 S.F.

ELEV. = 855.34'ELEV. = 855.34'

EXISTING SANITARY LINETO SANITARY LIFT STATION

849.0'

848.0'

LAK

E M

ON

ON

ALA

KE

MO

NO

NA

WA

TER

ELE

V. =

845

.29'

WA

TER

ELE

V. =

845

.29'

ON

OC

T/14

/201

4O

N O

CT/

14/2

014

854.5'

S 03° 49' 32" W (221.0')S 03° 49' 32" W (221.0')203.54'203.54'

855.0'

N 03° 41' 46" E (211.0')N 03° 41' 46" E (211.0')198.58'198.58'

S 8

5° 3

5' 2

9" W

(6

0.23

')S

85°

35'

29"

W

(60.

23')

60.0

'60

.0'

N 8

0° 5

1' 0

0" W

(6

0.04

')

N 8

0° 5

1' 0

0" W

(6

0.04

')60

.0'

60.0

'

852.0'

851.0'

850.0'

853.0'

847.0'

846.0'

845.0'

844.0'

843.0'

EXISTING UTILITY POLE TO BE REMOVE

EXISTINGUTILITY POLETO REMAIN

EXISTING UTILITY POLE

EXISTING OHU

EXISTING GAS LINE TO BE REMOVE(M.G.E. HAS BEEN NOTIFIED)

NEW ELECTRICAL LINE(UNDERGROUND LINE)

NEW GAS LINE(UNDERGROUND LINE)

EXISTING TRENCH DRAINTO BE REMOVE.TAP AND ABANDONEXISTING DRAINAGE PIPE.

INFILL EXISTING WALL TORECEIVED NEW GRADES

UNDERGROUND DRAIN-OUTPVC PIPE (RAIN WATER ONLY)DISCHARGED TO GRADE -PROVIDE CRUSH STONE BED

FRENCH DRAINElev. = 849.84'

RETAINING WALL ATBOTH SIDES OF STAIRS

856.25'

FRENCH DRAINElev. = 849.84'

RETAINING WALL(Boulder Wall)

UNDERGROUND DRAIN-OUTPVC PIPE TO LAKE(RAIN WATER ONLY)

SILT FENCE - DTL. #2(SEDIMENT FENCE)

Site Plan Keyed Notes

Site Plan Notes1. Site plan information taken from Plat of Survey commissioned and provided by the Owner. Additional data was

derived from the County Land Records System, aerial imagery, and field measurements.2. Contractor to verify with the owner and the utility companies the locations and elevations of all utilities prior to the

start of work.3. Stockpile excavated material in locations to provide proper drainage and to minimize erosion. Coordinate use or

removal of excess cut material with site work and the Owner.4. Inspect rough grades for proper shape, angle and position prior to the star of finish grading. Uniformly grade areas to

achieve a smooth finished surface with uniform levels or slopes between existing and new grades. Existing gradesoutside the area of land disturbing activity shall be maintained and repaired if damaged during the course of work.Finish grades shall be formed to provide positive drainage away from the building.

5. Examine finish surface, grades, topsoil, quality and depth of planting substrate. Do not begin work until unsatisfactoryconditions have been corrected.

6. Disturbed areas shall receive grass seed and mulch. Coordinate planting and stabilization efforts with the landscapecontractor.

7. Heavy duty landscape fabric to be used under all planting beds prior to the placement of mulch. Where beds areadjacent to lawn areas, edges of beds shall have heavy duty plastic edging secured with 12" stakes at 60" OC (min).All corners and splices to have manufactured joints. Bed edges to be no less than 18" from outer edge of plants attime of planting. Plant material to be in good condition, free of broken branches, bruises, or any other damage.

8. Crushed gravel walkways shall be composed of a wear layer of stabilized self-binding gravel compacted to a 4" depthlaid over a sub-base layer of fine to medium aggregate compacted to a 4" depth laid over the graded and compactedsub-grade. Provide a heavy-duty geotextile separation fabric between the sub-grade and the sub-base. Self-bindinggravel shall be by Kafka Granite, 800-852-7415, 'Stabilizer' stabilized decomposed granite and crushed stone, color'Beige Blend Marble,' or equivalent.

9. Exterior concrete slabs, walkways, steps, driveways, and aprons shall receive a stiff broom finish perpendicular to thenormal direction of travel.

10. Paved driveways shall be hot-mix asphalt laid in two lifts over a sub-base layer of fine to medium aggregatecompacted to a 6" depth (min).

1. Concrete walkway.2. Concrete apron.3. Asphalt driveway.4. Proposed location for cut/fill stockpile.5. Sediment fence (typ).6. Stone tracking pad.7. Diversion drain.8. Straw bale (typ).9. Planting bed.

10. Electrical transformer and pad.11. Telephone, cable, or optical fiber communications pedestal.

Erosion Control Best Management PracticesNon-structural Practices Structural PracticesConstruction sequencing Sediment fencingMulching & erosion control nets Stone tracking padSeeding, permanent Diversion and slope drains

Construction SequenceThe construction sequence shall strive to minimize the exposure of bare earth to the action of wind, rain, and overlandflow. The sequence of major activities and BMPs are:1. Installation of structural BMPs: stone tracking pad, sediment fencing, and diversion drains.2. Strip site and perform rough grading. Stabilize with mulching and erosion control nets.3. Excavate area of new construction. Stabilize with new gravel sub-base and mulch around perimeter.4. Erect, enclose, and complete exterior construction, including gutters, drains, and other water management systems.5. Perform finish grading. Stabilize by mulching, permanent seeding and landscaping. 6. Remove all structural BMPs.

Maintenance of all structural BMPs are required throughout the construction process. Inspections shall be performed atleast weekly and after all storm events. All necessary repairs shall be made immediately.

1. Sediment will be removed from behind sediment fences and barriers before it reaches a depth that is equal to half thebarrier's height. Breaks and gaps in sediment fences and barriers will be repaired immediately. Straw bales will bereplaced at least every three months, or sooner if warranted by the bale's condition and state of decay.

2. All sediment that moves off-site due to construction activity or weather events will be cleaned up before the end of thenext workday.

3. All installed BMPs will be maintained until the disturbed areas are completely stabilized.

Mulching, Seeding and Erosion Control Nets1. Mulch shall be straw, hand applied at a rate of 2 tons/acre. Anchor mulch with a Class 1 biodegradable erosion net.2. Seeding may be performed after April 15, 2015, when the soil has reached a stable temperature of 50°F.3. Provide a minimum of 3-4" of topsoil at all areas to receive permanent seeding.4. Apply by broadcast seeding at a rate of 21lbs/1000sqft. After application, the site shall be raked, firmed, and mulched.5. Seed mixture (WISDOT No. 40): Kentucky Bluegrass 35%, Red Fescue 20%, Hard Fescue 20%, improved fine

perennial Ryegrass 25%.6. Add fertilizer and other soil amendments as necessary. Apply fertilizer at a rate of 7lbs/1000sqft. Fertilizer mixture

(WISDOT Type A): nitrogen not less than 16%, phosphoric acid not less than 6%, potash not less than 6%.7. Inspect seeded areas weekly to ensure vegetation is adequately established and re-seed as necessary.8. Water seeded areas regularly until they become established.

Stone Tracking Pad1. Tracking pad shall be at least 24' wide and 50' long, constructed of 3" to 6" washed stone to a 12" depth (min).

Underlay with a heavy duty geotextile fabric to prevent stone from sinking into the soil.2. Add stone if existing stone becomes buried or if sediment is not being effectively removed from vehicle tires.

Sediment Fence1. Sediment fences shall be 14" high (min), measured from the top of the fabric to the soil surface.2. Sediment fence material properties: a woven geotextile filter fabric, minimum grab strength of 100lbs, pore size

between 50 and 100 microns, and a UV stability of 90% per ASTM D-4355.3. Support fencing with 2x2 wood stakes, driven to a depth of 20" below grade (min), spaced at 8'-0" (max).4. Staple filter fabric to each stake at top, center, and bottom.5. Preserve vegetation within 5'-0" of up-slope side of fencing.6. Seams shall be overlapped with the end stakes of each section wrapped together before driving into the ground.7. Supplement the sediment fence where it crosses the concrete, pavement, or other impervious surface with straw bales

immediately up-slope. Because there is no practical method of securing the straw bales to the impervious surface,stake the end bales and tie adjacent bales together; monitor their condition frequently to ensure they do not wash intoand damage the sediment fence.

Diversion Drains1. Roof discharge from the downspouts and leaders shall be diverted to established lawn areas using a 4" plastic drain

tile perforated to discharge clear of the area of construction activity. The ends of the tile shall be turned gently up-slopeso the discharge bleeds through the perforations instead of the outlet. Stabilize outlet with staked straw bales.

Site Plan Keyed Notes

Site Plan Notes1. Site plan information taken from Plat of Survey commissioned and provided by the Owner. Additional data was

derived from the County Land Records System, aerial imagery, and field measurements.2. Contractor to verify with the owner and the utility companies the locations and elevations of all utilities prior to the

start of work.3. Stockpile excavated material in locations to provide proper drainage and to minimize erosion. Coordinate use or

removal of excess cut material with site work and the Owner.4. Inspect rough grades for proper shape, angle and position prior to the star of finish grading. Uniformly grade areas to

achieve a smooth finished surface with uniform levels or slopes between existing and new grades. Existing gradesoutside the area of land disturbing activity shall be maintained and repaired if damaged during the course of work.Finish grades shall be formed to provide positive drainage away from the building.

5. Examine finish surface, grades, topsoil, quality and depth of planting substrate. Do not begin work until unsatisfactoryconditions have been corrected.

6. Disturbed areas shall receive grass seed and mulch. Coordinate planting and stabilization efforts with the landscapecontractor.

7. Heavy duty landscape fabric to be used under all planting beds prior to the placement of mulch. Where beds areadjacent to lawn areas, edges of beds shall have heavy duty plastic edging secured with 12" stakes at 60" OC (min).All corners and splices to have manufactured joints. Bed edges to be no less than 18" from outer edge of plants attime of planting. Plant material to be in good condition, free of broken branches, bruises, or any other damage.

8. Crushed gravel walkways shall be composed of a wear layer of stabilized self-binding gravel compacted to a 4" depthlaid over a sub-base layer of fine to medium aggregate compacted to a 4" depth laid over the graded and compactedsub-grade. Provide a heavy-duty geotextile separation fabric between the sub-grade and the sub-base. Self-bindinggravel shall be by Kafka Granite, 800-852-7415, 'Stabilizer' stabilized decomposed granite and crushed stone, color'Beige Blend Marble,' or equivalent.

9. Exterior concrete slabs, walkways, steps, driveways, and aprons shall receive a stiff broom finish perpendicular to thenormal direction of travel.

10. Paved driveways shall be hot-mix asphalt laid in two lifts over a sub-base layer of fine to medium aggregatecompacted to a 6" depth (min).

1. Concrete walkway.2. Concrete apron.3. Asphalt driveway.4. Proposed location for cut/fill stockpile.5. Sediment fence (typ).6. Stone tracking pad.7. Diversion drain.8. Straw bale (typ).9. Planting bed.

10. Electrical transformer and pad.11. Telephone, cable, or optical fiber communications pedestal.

Erosion Control Best Management PracticesNon-structural Practices Structural PracticesConstruction sequencing Sediment fencingMulching & erosion control nets Stone tracking padSeeding, permanent Diversion and slope drains

Construction SequenceThe construction sequence shall strive to minimize the exposure of bare earth to the action of wind, rain, and overlandflow. The sequence of major activities and BMPs are:1. Installation of structural BMPs: stone tracking pad, sediment fencing, and diversion drains.2. Strip site and perform rough grading. Stabilize with mulching and erosion control nets.3. Excavate area of new construction. Stabilize with new gravel sub-base and mulch around perimeter.4. Erect, enclose, and complete exterior construction, including gutters, drains, and other water management systems.5. Perform finish grading. Stabilize by mulching, permanent seeding and landscaping. 6. Remove all structural BMPs.

Maintenance of all structural BMPs are required throughout the construction process. Inspections shall be performed atleast weekly and after all storm events. All necessary repairs shall be made immediately.

1. Sediment will be removed from behind sediment fences and barriers before it reaches a depth that is equal to half thebarrier's height. Breaks and gaps in sediment fences and barriers will be repaired immediately. Straw bales will bereplaced at least every three months, or sooner if warranted by the bale's condition and state of decay.

2. All sediment that moves off-site due to construction activity or weather events will be cleaned up before the end of thenext workday.

3. All installed BMPs will be maintained until the disturbed areas are completely stabilized.

Mulching, Seeding and Erosion Control Nets1. Mulch shall be straw, hand applied at a rate of 2 tons/acre. Anchor mulch with a Class 1 biodegradable erosion net.2. Seeding may be performed after April 15, 2015, when the soil has reached a stable temperature of 50°F.3. Provide a minimum of 3-4" of topsoil at all areas to receive permanent seeding.4. Apply by broadcast seeding at a rate of 21lbs/1000sqft. After application, the site shall be raked, firmed, and mulched.5. Seed mixture (WISDOT No. 40): Kentucky Bluegrass 35%, Red Fescue 20%, Hard Fescue 20%, improved fine

perennial Ryegrass 25%.6. Add fertilizer and other soil amendments as necessary. Apply fertilizer at a rate of 7lbs/1000sqft. Fertilizer mixture

(WISDOT Type A): nitrogen not less than 16%, phosphoric acid not less than 6%, potash not less than 6%.7. Inspect seeded areas weekly to ensure vegetation is adequately established and re-seed as necessary.8. Water seeded areas regularly until they become established.

Stone Tracking Pad1. Tracking pad shall be at least 24' wide and 50' long, constructed of 3" to 6" washed stone to a 12" depth (min).

Underlay with a heavy duty geotextile fabric to prevent stone from sinking into the soil.2. Add stone if existing stone becomes buried or if sediment is not being effectively removed from vehicle tires.

Sediment Fence1. Sediment fences shall be 14" high (min), measured from the top of the fabric to the soil surface.2. Sediment fence material properties: a woven geotextile filter fabric, minimum grab strength of 100lbs, pore size

between 50 and 100 microns, and a UV stability of 90% per ASTM D-4355.3. Support fencing with 2x2 wood stakes, driven to a depth of 20" below grade (min), spaced at 8'-0" (max).4. Staple filter fabric to each stake at top, center, and bottom.5. Preserve vegetation within 5'-0" of up-slope side of fencing.6. Seams shall be overlapped with the end stakes of each section wrapped together before driving into the ground.7. Supplement the sediment fence where it crosses the concrete, pavement, or other impervious surface with straw bales

immediately up-slope. Because there is no practical method of securing the straw bales to the impervious surface,stake the end bales and tie adjacent bales together; monitor their condition frequently to ensure they do not wash intoand damage the sediment fence.

Diversion Drains1. Roof discharge from the downspouts and leaders shall be diverted to established lawn areas using a 4" plastic drain

tile perforated to discharge clear of the area of construction activity. The ends of the tile shall be turned gently up-slopeso the discharge bleeds through the perforations instead of the outlet. Stabilize outlet with staked straw bales.

6425

Oda

na R

oad

Suite

2, M

adiso

n, W

I 537

1960

8-83

3-34

00 w

ww.b

ouril

desig

n.co

m

Hou

se A

ltera

tion/

Rem

odel

for

Hou

se A

ltera

tion/

Rem

odel

for

Wol

fgan

g &

Pat

ricia

Kol

ler

Wol

fgan

g &

Pat

ricia

Kol

ler

2406

Wau

nona

Way

, Mad

ison

WI 5

3713

2406

Wau

nona

Way

, Mad

ison

WI 5

3713

pprroojjeecctt::ddaattee::ddrraawwnn bbyy::

1505110/7/2015ja

Zoni

ng S

ubm

ittal

- P

CM

Zoni

ng S

ubm

ittal

- P

CM

Land

Use

App

licat

ion

- City

of M

adis

onLa

nd U

se A

pplic

atio

n - C

ity o

f Mad

ison

Not

for C

onst

ruct

ion

Not

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J:\2

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proj

ects

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51 K

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ang

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10/7

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5 - 8

:48:

31 A

M

The

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LLC

rreevviissiioonn iinnddeexx## ddaattee rreeffeerreennccee

SCALE: 1" = 20'-0"SCALE: 1" = 20'-0"

Grading & Utility PlanGrading & Utility Plan

SW2SW2

1111

north

us

fd

sm-p

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fd

fd

f-gfa

wm

wsWH

wh-g

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2106

8

9061

0MU

5068

2068

3630

21068

4561

0MU

2668

90610MU

2668

21068

UP

UP

UP

EP

22 sq ft

20 sq ft

474 sq ft

229 sq ft

62 sq ft

89 sq ft

159 sq ft

15 sq ft

58 sq ft

242 sq ft

146 sq ft

2A72

A7

1A61

A62A62

A6

1A71

A7

2A9

2A9

2A9

2A9

1A9

1A9

1A9

1A9

2A10

2A10

2A10

2A10

1A10

1A10

1A10

1A10

3A93

A9

4'-10"

9'-9" NEW EXTERIOR WALL10'-3" EXISTING WALL12'-6" NEW EXTERIOR WALL5'-0" NEW EXT. WALL

12'-4

1/4

" N

EW

EX

TER

IOR

WA

LL11

'-6 3

/4"

EXIS

TIN

G W

ALL

5'-1

0"

5'-3"

13'-1" 4'-2" 2'-0"

5'-7" 6'-10" 19'-3 1/2"

6'-4

1/2

"6'

-7 1

/2"

5'-1

"2'

-0"

7'-1"8'-11 1/2"7'-8 3/8"

4'-1

"7'

-1 1

/2"

6'-3" 6'-3"

3'-9"

4'-1"

3'-0

"

3'-9

"

37'-6"

6'-0" 4'-10" NEW EXT. WALL 8'-9" NEW INTERIOR WALL

13'-0

" NE

W E

XTE

RIO

R W

ALL

9'-3

" NE

W E

XTE

RIO

R W

ALL

15'-2

" E

XIS

TIN

G E

XTE

RIO

R W

ALL

13'-6

" E

XSI

TIN

G B

UIL

DIN

G23

'-11"

E

XIS

TIN

G B

UIL

DIN

G

Entry

Living/ Dining

Stairs

Utility/Laundry

Mud Rm/ Hall

Kitchen

Closet

Bath

Sauna

Porch

Stairs

-3'- 6"t.o. conc slab

-3'- 6"t.o. conc slab

0' - 0 "t.o.sub flr

NE

W E

XTE

RIO

R F

INIS

H

860'

new addition floor area(hatched as shown)

north

18070

3068

8070

782 sq ft

3A93

A9

2A11

2A11

2A11

2A11

1A81

A8

4A84

A8A8A8

3A83

A8

6'-0" 6'-0" 11'-0" 11'-0" 2'-0"

6'-6"23'-0"

6'-6"

6'-6

"8'

-6"

6'-0

"

2'-0

"21

'-0"

36'-0"

21'-0

"2'

-0"

12'-0"22'-0"

2'-0"

Garage

NE

W E

XTE

RIO

R F

INIS

H

860'

new addition floor area(hatched as shown)

1' - 6 "t.o.conc. floor

6425

Oda

na R

oad

Suite

2, M

adiso

n, W

I 537

1960

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00 w

ww.b

ouril

desig

n.co

m

Hou

se A

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tion/

Rem

odel

for

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Rem

odel

for

Wol

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g &

Pat

ricia

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ler

Wol

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g &

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ricia

Kol

ler

2406

Wau

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, Mad

ison

WI 5

3713

2406

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3713

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A1A1

SCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0"

Main Entrance/ Lower Level Main Entrance/ Lower Level Existing/ Proposed Floor PlanExisting/ Proposed Floor Plan

Bour

il Des

ign S

tudio,

LLC

rreevviissiioonn iinnddeexx## ddaattee rreeffeerreennccee

2222 SCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0"

Garage - Proposed Floor PlanGarage - Proposed Floor Plan

bt

2668

2668

6068

1268

2668

2068

3030

2068 4068

UP

UP

53 sq ft

35 sq ft

39 sq ft

16 sq ft

17 s

q ft

191 sq ft

8 sq ft 12 sq ft

460 sq ft

170 sq ft

337 sq ft

2A72

A7

1A61

A62A62

A6

1A71

A7

2A9

2A9

2A9

2A9

1A9

1A9

1A9

1A9

2A10

2A10

2A10

2A10

1A10

1A10

1A10

1A10

3A93

A9

39'-6" EXISTING EXTERIOR WALL

13'-0

" N

EW

EX

TER

IOR

WA

LL9'

-3" N

EW

EX

TER

IOR

WAL

L15

'-2" E

XIST

ING

EX

TER

IOR

WA

LL

37'-6" NEW EXTERIOR WALL

24'-3

"

5'-1

0"9'

-0"

5'-3

"4'

-2"

7'-6 1/2" NEW CLOSET AREA 3'-7 1/2" NEW 2'-11 3/4"

10'-0 5/8" NEW LOCATION

12'-1

"7'

-4"

2'-4

1/2

"

17'-6 9/16"

5'-0" EIFS 12'-6" VERTICAL SIDING 20'-0" EIFS

8'-6

"

ExistingBedroom 1

Stairs

ExistingDressing

ExistingBath

Exist. Office/Bedroom 2

Exi

st. C

lose

t

Open Below

Closet

Existing Hall

Closet

Yoga Studio/Flex Space

9'- 1 1/8"t.o. sub flr

5'- 7 1/8"t.o. sub flr

north

6425

Oda

na R

oad

Suite

2, M

adiso

n, W

I 537

1960

8-83

3-34

00 w

ww.b

ouril

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n.co

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tion/

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for

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tion/

Rem

odel

for

Wol

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Pat

ricia

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ler

Wol

fgan

g &

Pat

ricia

Kol

ler

2406

Wau

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Way

, Mad

ison

WI 5

3713

2406

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SCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0"

A2A2

Bour

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ign S

tudio,

LLC

rreevviissiioonn iinnddeexx## ddaattee rreeffeerreennccee Intermediate Level Intermediate Level

Existing/ Proposed Floor PlanExisting/ Proposed Floor Plan

DN

DN

toil

fd-ls

tb

tr

tph

tr

2668

3630

9080

2668

2868

2668

2868

sd-gh

153 sq ft 26 sq ft

76 sq ft

70 sq ft

24 sq ft

189 sq ft

27 sq ft

2A72

A7

1A61

A62A62

A6

1A71

A7

2A9

2A9

2A9

2A9

1A9

1A9

1A9

1A9

2A10

2A10

2A10

2A10

1A10

1A10

1A10

1A10

3A93

A9

41'-10"

4'-5

"

2'-1

0"

5'-4" 5'-4"

7'-1

"3'

-4"

4'-0" 6'-7 1/2" 10'-8" 14'-7"

2'-6" 13'-11 1/2" 12'-6" 7'-10 1/2" 5'-0"5'

-0"

4'-1

0"5'

-0"

Master Bdrm

Shwr

Hall

Walk-inCloset

Deck

Master Bath

Tlt

14'- 8 1/4"t.o.sub flr

north

6425

Oda

na R

oad

Suite

2, M

adiso

n, W

I 537

1960

8-83

3-34

00 w

ww.b

ouril

desig

n.co

m

Hou

se A

ltera

tion/

Rem

odel

for

Hou

se A

ltera

tion/

Rem

odel

for

Wol

fgan

g &

Pat

ricia

Kol

ler

Wol

fgan

g &

Pat

ricia

Kol

ler

2406

Wau

nona

Way

, Mad

ison

WI 5

3713

2406

Wau

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Way

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WI 5

3713

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10/7

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5 - 8

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31 A

M

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1111A3A3

SCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0"

Upper Level - Proposed Master Suite Floor Plan Upper Level - Proposed Master Suite Floor Plan

Bour

il Des

ign S

tudio,

LLC

rreevviissiioonn iinnddeexx## ddaattee rreeffeerreennccee

3 : 12

7 : 1

2

7 : 1

2

5 : 1

2

11

11

11

11

22

22

22

22

33

44

44

33

55

33

44

33

55 44

33

66

66

Roof Plan Notes1. All dimensions are to the face of dimensional members (stud, blocking, framing, board, etc). Dimensions do not

reference sheathing, wall board, or other finish items unless noted otherwise.2. Verify rough opening requirements for all framed openings (skylights, solar tubes, chimneys, etc).3. Install waterproof membrane as follows: at all vertical penetrations through the roof, including chimneys, vents, and

stacks; along the entire length of eaves to 12" inside the projected exterior wall line; in 36" wide strips along the entirelength of valleys, intersecting walls, changes in roof pitch, and other vertical surfaces; over the entire surface of anyroof, crickets, or over-build with a slope less than 3:12. All areas not covered by waterproof membrane will be coveredwith 30# roofing felt applied horizontally from eave to ridge.

4. Install hip and ridge exhaust vents along all vented attic (cold roof) spaces. Vent intake will be accomplished withperforated soffit at all under-eave areas open to the vented attic space. Roof overbuild areas should not be sheathedbeneath the overbuild framing to maintain free air flow throughout the attic volume.

5. Gutters, downspouts, and leaders shall be roll-formed from 0.032" aluminum coil stock in a color to match the eavefascia. Gutter lengths shall be seamless; profile shall be selected by the Owner, but shall provide 20sqin (min) of netcross-sectional area and shall have a depth to width ratio of not less than 1.25 (eg a 4" deep x 5" high U-shapedgutter satisfies this requirement). All gutters shall receive a fully covered leaf guard system selected by the Owner.Downspouts and leaders shall be a 4"x3" rectangular profile. Downspouts which discharge to a leader at grade shallbe provided with a decorative aggregate concrete splash block at the leader termination. Downspouts whichdischarge to a drain receptor shall terminate into a 4x3x4 PVC offset downspout tile adaptor mated to a buried 4"SDR35 drain pipe receiver. Buried drain pipe shall slope at 1/4:12 and drain to daylight; all pipe fittings shall bepermanently welded or use gaskets; all bends shall be 45 degrees or less.

1. Standing Seam Panel Roofing System - Tite-Loc Plus by PAC-Clad2. Skylight . Model: FS-C06- Deck mounted3. Gutter.4. Downspout and leader - discharge to grade.5. Downspout - discharge into a drain receptor.6. Roof Ridge Vent7. Chimney.8. Cricket

Roof Plan Keyed Notes

north

6425

Oda

na R

oad

Suite

2, M

adiso

n, W

I 537

1960

8-83

3-34

00 w

ww.b

ouril

desig

n.co

m

Hou

se A

ltera

tion/

Rem

odel

for

Hou

se A

ltera

tion/

Rem

odel

for

Wol

fgan

g &

Pat

ricia

Kol

ler

Wol

fgan

g &

Pat

ricia

Kol

ler

2406

Wau

nona

Way

, Mad

ison

WI 5

3713

2406

Wau

nona

Way

, Mad

ison

WI 5

3713

pprroojjeecctt::ddaattee::ddrraawwnn bbyy::

1505110/7/2015ja

Zoni

ng S

ubm

ittal

- P

CM

Zoni

ng S

ubm

ittal

- P

CM

Land

Use

App

licat

ion

- City

of M

adis

onLa

nd U

se A

pplic

atio

n - C

ity o

f Mad

ison

Not

for C

onst

ruct

ion

Not

for C

onst

ruct

ion

J:\2

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ects

\150

51 K

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r, W

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ang

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abar

a, P

atric

ia\2

Des

ign

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raw

ings

\150

929

Kol

ler L

ayou

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out

10/7

/201

5 - 8

:48:

31 A

M

The

desi

gn re

pres

ente

d by

thes

edr

awin

gs is

the

sole

pro

perty

of B

ouril

Des

ign

Stu

dio,

LLC

. The

se d

raw

ings

,re

gard

less

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Des

ign

Stu

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LLC

., of

Mad

ison

, Wis

cons

in.

1111

A4A4

SCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0"

Roof Plan - Garage & Porch Roof Plan - Garage & Porch

Bour

il Des

ign S

tudio,

LLC

rreevviissiioonn iinnddeexx## ddaattee rreeffeerreennccee

7 : 1

2

7 : 1

2

8 : 12 8 : 12

1111

11

11

66

77

88

Roof Plan Notes1. All dimensions are to the face of dimensional members (stud, blocking, framing, board, etc). Dimensions do not

reference sheathing, wall board, or other finish items unless noted otherwise.2. Verify rough opening requirements for all framed openings (skylights, solar tubes, chimneys, etc).3. Install waterproof membrane as follows: at all vertical penetrations through the roof, including chimneys, vents, and

stacks; along the entire length of eaves to 12" inside the projected exterior wall line; in 36" wide strips along the entirelength of valleys, intersecting walls, changes in roof pitch, and other vertical surfaces; over the entire surface of anyroof, crickets, or over-build with a slope less than 3:12. All areas not covered by waterproof membrane will be coveredwith 30# roofing felt applied horizontally from eave to ridge.

4. Install hip and ridge exhaust vents along all vented attic (cold roof) spaces. Vent intake will be accomplished withperforated soffit at all under-eave areas open to the vented attic space. Roof overbuild areas should not be sheathedbeneath the overbuild framing to maintain free air flow throughout the attic volume.

5. Gutters, downspouts, and leaders shall be roll-formed from 0.032" aluminum coil stock in a color to match the eavefascia. Gutter lengths shall be seamless; profile shall be selected by the Owner, but shall provide 20sqin (min) of netcross-sectional area and shall have a depth to width ratio of not less than 1.25 (eg a 4" deep x 5" high U-shapedgutter satisfies this requirement). All gutters shall receive a fully covered leaf guard system selected by the Owner.Downspouts and leaders shall be a 4"x3" rectangular profile. Downspouts which discharge to a leader at grade shallbe provided with a decorative aggregate concrete splash block at the leader termination. Downspouts whichdischarge to a drain receptor shall terminate into a 4x3x4 PVC offset downspout tile adaptor mated to a buried 4"SDR35 drain pipe receiver. Buried drain pipe shall slope at 1/4:12 and drain to daylight; all pipe fittings shall bepermanently welded or use gaskets; all bends shall be 45 degrees or less.

1. Standing Seam Panel Roofing System - Tite-Loc Plus by PAC-Clad2. Skylight . Model: FS-C06- Deck mounted3. Gutter.4. Downspout and leader - discharge to grade.5. Downspout - discharge into a drain receptor.6. Roof Ridge Vent7. Chimney.8. Cricket

Roof Plan Keyed Notes

north

6425

Oda

na R

oad

Suite

2, M

adiso

n, W

I 537

1960

8-83

3-34

00 w

ww.b

ouril

desig

n.co

m

Hou

se A

ltera

tion/

Rem

odel

for

Hou

se A

ltera

tion/

Rem

odel

for

Wol

fgan

g &

Pat

ricia

Kol

ler

Wol

fgan

g &

Pat

ricia

Kol

ler

2406

Wau

nona

Way

, Mad

ison

WI 5

3713

2406

Wau

nona

Way

, Mad

ison

WI 5

3713

pprroojjeecctt::ddaattee::ddrraawwnn bbyy::

1505110/7/2015ja

Zoni

ng S

ubm

ittal

- P

CM

Zoni

ng S

ubm

ittal

- P

CM

Land

Use

App

licat

ion

- City

of M

adis

onLa

nd U

se A

pplic

atio

n - C

ity o

f Mad

ison

Not

for C

onst

ruct

ion

Not

for C

onst

ruct

ion

J:\2

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proj

ects

\150

51 K

olle

r, W

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ang

& G

abar

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ia\2

Des

ign

& D

raw

ings

\150

929

Kol

ler L

ayou

t.lay

out

10/7

/201

5 - 8

:48:

31 A

M

The

desi

gn re

pres

ente

d by

thes

edr

awin

gs is

the

sole

pro

perty

of B

ouril

Des

ign

Stu

dio,

LLC

. The

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raw

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,re

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less

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ay n

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Des

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Stu

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LLC

., of

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, Wis

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in.

A5A5

Bour

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tudio,

LLC

rreevviissiioonn iinnddeexx## ddaattee rreeffeerreennccee

SCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0"

Roof Plan - House Roof Plan - House 1111

Exterior Elevation Notes1. All final material selections, colors, finishes, and other options to be coordinated with the Owner.

Exterior Feature and Material Key1. Metal panel roofing: PAC-Clad Tite-Loc Plus standing seam panel roofing system; 22ga steel, smooth panel profile,

18" panel width; all flashings and trim to be fabricated by PAC-Clad.2. Eave fascia: 5/4x8 LP SmartSide trim board. Paint to match siding.3. Eave shadow board: LP SmartSide 4/4x4 trim board. Paint to match eave fascia.4. Eave soffit: LP SmartSide Vented Soffit. Paint to match eave fascia.5. Brick Veneer: Match exisitng brick - Color, size and pattern6. Vertical siding: Mega-Rib Galvanized Steel Panel by McElroy Metals.7. Stucco: Total Wall EIFS Total Stop MD (Class MO drainage EIFS)8. Wainscot Sill: Natural Stone Sill, Chiseled Edge, Straight and Corner sizes By El Dorado Stone. Color: Buckskin9. Column Cap: Natural Stone Cap, 24"x24"x2.5"Chiseled Edge By El Dorado Stone. Color: Buckskin

10. Windows - Integrity from Marvin, All-Ultrex Series - No casing. (At EIFS and Brick finishes)11. Windows - Integrity from Marvin, All-Ultrex Series w/ Flat casing (At vertical siding only).12. Sliding Patio Door - Integrity by Marvin, All-Ultrex Series (Door provided by Window Manufacturer).13. Insulated Fiberglass Entry Door System by Therma-Tru, Classic-Craft Rustic Collection. Door style: 2/3 - 2 Panel,

Glass style: Homeward.14. Insulated Carriage Garage Door, Canyon Ridge Collection by Clopay. Ultra-Grain Series. Color: Walnut Finish.

Door Design: Serie 1 - #11, Top section: Window design: REC-11.15. Insulated Hollow Metal Door. Finish: Painted. Color: Match entry door.16. Fixed Skylight by Velux. Model: FS-C06-Deck mounted.17. Deck post: Timber Column wrapped in LP SmartSide 4/4x trim board. Finish: Stained. Color: TBD.18. Deck fascia: Stucco. Paint to match Stucco wall. 19. Deck rail system: 36" Guardrail/ Cable System w/ powder coated main frame and S.S. cables. 20. Gutter: 6" Alum. K-style gutters. Color to match eave fascia.21. Downspout: 3"x4" Alum. Rectagular shape. Color to match siding.22. Chimney cap and body: Extend existing body as req'd. - Reuse the cap .23. Dryer vent.24. Existing window to remain.25. Existing brick wall finish to remain.26. Boulder Wall

1 building elevation east1/8 in = 1 ft

4'3'

-3" 6" 13'-6" EXISTING WALL 11'-6 3/4" EXISITNG WALL 12'-4 1/4" NEW EXTERIOR WALL

12121919

77

1818

88

2424

1010 1515

2626

1010 1010

2424

1010

1212

2525

55

NEW EXTERIOR FINISH

66

GARAGE BUILDING(BEHIND)

90610MU

5016AW

9060FX

1 building elevation west1/8 in = 1 ft

22'-5" NEW ADDITION 14'-10" EXISTING WALL

7'-9

" FI

ELD

VE

RIF

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-1 1

/8"

-3' - 6"t.o. conc slab @ Basement

2121

33

1919

11

22

44

77

9999

88

2424

23232323

0' 0"t.o. sub flr Main Entrance

EX

ISTI

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BR

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TO

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MA

IN

55

9999

14'- 8 1/4"t.o. sub flr @ Master Areas

5'- 7 1/8"t.o. sub flr Bedroom Level

REMOVE EXISTING OHD & INFILL WALLNEW BRICK ON WALL - MATCH EXISTING

2424

2626

2020

2020

11

22

9'- 1 1/8"t.o. sub flr Yoga Studio

66

23'- 9 3/8"Roof Brn'g @ Master Areas

11'- 2 7/8"Roof Brn'g @ Yoga Studio

11

1717

99

88

55

99

99

1313

1616

66

2323

4014AW4014AW

45610MU

4034DC

3650FX3650FX

4640FX

4636FX

2640FX

2630FX

2640FX

2630FX

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1111 A6A6SCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0"

North ElevationNorth Elevation

Bour

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rreevviissiioonn iinnddeexx## ddaattee rreeffeerreennccee

SCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0"

South ElevationSouth Elevation2222

Exterior Elevation Notes1. All final material selections, colors, finishes, and other options to be coordinated with the Owner.

Exterior Feature and Material Key1. Metal panel roofing: PAC-Clad Tite-Loc Plus standing seam panel roofing system; 22ga steel, smooth panel profile,

18" panel width; all flashings and trim to be fabricated by PAC-Clad.2. Eave fascia: 5/4x8 LP SmartSide trim board. Paint to match siding.3. Eave shadow board: LP SmartSide 4/4x4 trim board. Paint to match eave fascia.4. Eave soffit: LP SmartSide Vented Soffit. Paint to match eave fascia.5. Brick Veneer: Match exisitng brick - Color, size and pattern6. Vertical siding: Mega-Rib Galvanized Steel Panel by McElroy Metals.7. Stucco: Total Wall EIFS Total Stop MD (Class MO drainage EIFS)8. Wainscot Sill: Natural Stone Sill, Chiseled Edge, Straight and Corner sizes By El Dorado Stone. Color: Buckskin9. Column Cap: Natural Stone Cap, 24"x24"x2.5"Chiseled Edge By El Dorado Stone. Color: Buckskin

10. Windows - Integrity from Marvin, All-Ultrex Series - No casing. (At EIFS and Brick finishes)11. Windows - Integrity from Marvin, All-Ultrex Series w/ Flat casing (At vertical siding only).12. Sliding Patio Door - Integrity by Marvin, All-Ultrex Series (Door provided by Window Manufacturer).13. Insulated Fiberglass Entry Door System by Therma-Tru, Classic-Craft Rustic Collection. Door style: 2/3 - 2 Panel,

Glass style: Homeward.14. Insulated Carriage Garage Door, Canyon Ridge Collection by Clopay. Ultra-Grain Series. Color: Walnut Finish.

Door Design: Serie 1 - #11, Top section: Window design: REC-11.15. Insulated Hollow Metal Door. Finish: Painted. Color: Match entry door.16. Fixed Skylight by Velux. Model: FS-C06-Deck mounted.17. Deck post: Timber Column wrapped in LP SmartSide 4/4x trim board. Finish: Stained. Color: TBD.18. Deck fascia: Stucco. Paint to match Stucco wall. 19. Deck rail system: 36" Guardrail/ Cable System w/ powder coated main frame and S.S. cables. 20. Gutter: 6" Alum. K-style gutters. Color to match eave fascia.21. Downspout: 3"x4" Alum. Rectagular shape. Color to match siding.22. Chimney cap and body: Extend existing body as req'd. - Reuse the cap .23. Dryer vent.24. Existing window to remain.25. Existing brick wall finish to remain.26. Boulder Wall

1

9'-9" NEW FND. WALL 10'-3" EXISTING FND. WALL 12'-6" EXISTING FND. WALL 5'-0" NEW FND WALL

0' 0"t.o. sub flr Main Entrance

11'- 2 7/8"Roof Brn'g @ knee wall

9'- 1 1/8"t.o. sub flr Yoga Studio

building elevation north1/8 in = 1 ft

EXISTING BRICK FINISH WALLNEW BRICK FINISH WALL NEW SIDING FINISH WALL NEW BRICK/ EIFSFINISH WALL

1212

1111

24242424

17'- 1 1/2"Roof Brn'g @ Dormer

-3'- 6"t.o. conc slab @ Basement

-7'- 3"t.o.ftg. @ Basement

4020AW

4040FX7640FX

3920AW3920AW

90610MU

5046DC

1 building elevation south1/8 in = 1 ft

39'-6" EXISTING WALL

6"0' 0"

t.o. sub flr @ Main Entrance

-3'- 6"t.o. conc slab @ Basement

23'- 9 3/8"Roof Brn'g @ Master Areas

5'- 7 1/8t.o. sub flr Bedroom Level

14'- 8 1/4"t.o. sub flr @ Master Areas

66

44

1818

1919

88

2525

26261010

24242424

2424

2424

1515 2626

101010101010

2020

11

1616

1717

2020

99

55

77

2222

3020AW

21068

3050AW3050AW

3036AW

3050AW

6016AW6016AW

2640SC

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1111 A7A7SCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0"

West ElevationWest Elevation

Bour

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rreevviissiioonn iinnddeexx## ddaattee rreeffeerreennccee

SCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0"2222 East ElevationEast Elevation

Exterior Elevation Notes1. All final material selections, colors, finishes, and other options to be coordinated with the Owner.

Exterior Feature and Material Key1. Metal panel roofing: PAC-Clad Tite-Loc Plus standing seam panel roofing system; 22ga steel, smooth panel profile,

18" panel width; all flashings and trim to be fabricated by PAC-Clad.2. Eave fascia: 5/4x8 LP SmartSide trim board. Paint to match siding.3. Eave shadow board: LP SmartSide 4/4x4 trim board. Paint to match eave fascia.4. Eave soffit: LP SmartSide Vented Soffit. Paint to match eave fascia.5. Brick Veneer: Match exisitng brick - Color, size and pattern6. Vertical siding: Mega-Rib Galvanized Steel Panel by McElroy Metals.7. Stucco: Total Wall EIFS Total Stop MD (Class MO drainage EIFS)8. Wainscot Sill: Natural Stone Sill, Chiseled Edge, Straight and Corner sizes By El Dorado Stone. Color: Buckskin9. Column Cap: Natural Stone Cap, 24"x24"x2.5"Chiseled Edge By El Dorado Stone. Color: Buckskin

10. Windows - Integrity from Marvin, All-Ultrex Series - No casing. (At EIFS and Brick finishes)11. Windows - Integrity from Marvin, All-Ultrex Series w/ Flat casing (At vertical siding only).12. Sliding Patio Door - Integrity by Marvin, All-Ultrex Series (Door provided by Window Manufacturer).13. Insulated Fiberglass Entry Door System by Therma-Tru, Classic-Craft Rustic Collection. Door style: 2/3 - 2 Panel,

Glass style: Homeward.14. Insulated Carriage Garage Door, Canyon Ridge Collection by Clopay. Ultra-Grain Series. Color: Walnut Finish.

Door Design: Serie 1 - #11, Top section: Window design: REC-11.15. Insulated Hollow Metal Door. Finish: Painted. Color: Match entry door.16. Fixed Skylight by Velux. Model: FS-C06-Deck mounted.17. Deck post: Timber Column wrapped in LP SmartSide 4/4x trim board. Finish: Stained. Color: TBD.18. Deck fascia: Stucco. Paint to match Stucco wall. 19. Deck rail system: 36" Guardrail/ Cable System w/ powder coated main frame and S.S. cables. 20. Gutter: 6" Alum. K-style gutters. Color to match eave fascia.21. Downspout: 3"x4" Alum. Rectagular shape. Color to match siding.22. Chimney cap and body: Extend existing body as req'd. - Reuse the cap .23. Dryer vent.24. Existing window to remain.25. Existing brick wall finish to remain.26. Boulder Wall

8'-1

1/8

"

5'-0

"

22

7744

55

11

88

1'- 6" a.f.f. (House) t.o.conc slab

9'- 7 1/8"Roof Brg.

141414141414

180708070

7'- 11 3/4"Roof Brg.

1'- 6" a.f.f. (House) t.o.conc slab

1010

9'- 7 1/8"Roof Brg.

1010

2640DC2640DC

5'-0

"

2020

22

33

11

44

7'- 11 3/4"Roof Brg.

1'- 6" a.f.f. (House) t.o.conc slab

55

9'- 7 1/8"Roof Brg.

44

77

88

1515

10101010 5016AW5016AW

3068

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A8A8SCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0"

Garage East ElevationGarage East Elevation

Bour

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rreevviissiioonn iinnddeexx## ddaattee rreeffeerreennccee

2222SCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0"

Garage South Elevation (Street Side)Garage South Elevation (Street Side)

33334444 SCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0"

Garage West ElevationGarage West ElevationGarage North ElevationGarage North ElevationSCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0"

north

UP

UP

UP1

A101

A101

A101

A10

PROPOSED ADDITIONPROPOSED ADDITIONGROSS AREA= 165 S.F.W

AU

NO

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WA

UN

ON

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Y

EXISTING HOUSEEXISTING HOUSEAREA= 1,242 S.F.AREA= 1,242 S.F.ELEV. = 853.84'ELEV. = 853.84'

PROPOSED GARAGEPROPOSED GARAGEFLOOR AREA= 800 S.F.FLOOR AREA= 800 S.F.

ELEV. = 855.34'ELEV. = 855.34'

LAK

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.29'

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.29'

ON

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/201

4O

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14/2

014

S 03° 49' 32" W (221.0')S 03° 49' 32" W (221.0')203.54'203.54'

N 03° 41' 46" E (211.0')N 03° 41' 46" E (211.0')198.58'198.58'

S 8

5° 3

5' 2

9" W

(6

0.23

')S

85°

35'

29"

W

(60.

23')

60.0

'60

.0'

N 8

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1' 0

0" W

(6

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N 8

0° 5

1' 0

0" W

(6

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.0'

60.0

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SCALE: 1" = 10'-0"SCALE: 1" = 10'-0"

Landscaped PlanLandscaped Plan

L1L1

1111

1-Unique Hydrangea

3-Tautonii Yew

3-Grateful Red Hydrangea

33-Mixed Perennials

14-Mixed Perennials

3-Annabelle Hydrangea1-Blue Shag Dwarf White Pine

22-Mixed Perennials1-Autumn Brilliance Juneberry

3-Green Velvet Boxwood1-Red Japanese maple

1-Tautonii Yew1-Red Jewel Crabapple

1-Carol Mackie Daphne7-Bressingham Blue Hosta

3-Brunette Snakeroot7-Golden Tiara Hosta7-Ice Dance Sedge

1-Rosy Lights Azalea

21-Mixed Perennials

14-Mixed Perennials1-Koreanspice Viburnum

3-Mt. Airy Fothergilla

PLANT LIST

Latin Name Common Name Quantity Scheduled SizeAcer palmatum 'Atropurpurea' Red Japanese maple 1 #10Amelanchier x grandiflora 'Autumn Brilliance' Autumn Brilliance Juneberry 1 6ft BBAzalea x 'Rosy Lights' (Northern Lights hybrid) Rosy Lights Azalea 1 #3Buxus x sempervirens 'Green Velvet' Green Velvet Boxwood 3 #2Carex morrowii 'Ice Dance' Ice Dance Sedge 7 4.5in PotCimicifuga simplex 'Brunette' Brunette Snakeroot 3 4.5in PotDaphne x burkwoodii 'Carol Mackie' Carol Mackie Daphne 1 12-15inFothergilla gardenii 'Mt. Airy' Mt. Airy Fothergilla 3 #5Hosta 'Bressingham Blue' Bressingham Blue Hosta 7 1 GalHosta 'Golden Tiara' Golden Tiara Hosta 7 4.5in PotHydrangea aborescens 'Annabelle' Annabelle Hydrangea 3 #1 GradeHydrangea macrophylla 'Grateful Red' Grateful Red Hydrangea 3Hydrangea paniculata 'Unique' Unique Hydrangea 1 2ftMalus 'Red Jewel' Red Jewel Crabapple 1 2in BBMixed Perennials Mixed Perennials 104 4.5in PotPinus strobus 'Blue Shag' Blue Shag Dwarf White Pine 1 2 GalTaxus x media 'Tautonii' Tautonii Yew 4 #5Viburnum carlesii Koreanspice Viburnum 1 #5

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