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
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OE
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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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LLC
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
ur
tlt
bt/sm
shwr
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
E Y
AR
DS
ETB
AC
K
EX
ISTI
NG
BU
ILD
ING
TO P
RO
PE
RTY
LIN
E
EX
ISTI
NG
BU
ILD
ING
TO P
RO
PE
RTY
LIN
E
EX
ISTI
NG
BU
ILD
ING
TO
PR
OP
ER
TY L
INE
EX
ISTI
NG
BU
ILD
ING
TO
PR
OP
ER
TY L
INE
PR
OP
OS
ED
BU
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
.29'
WA
TER
ELE
V. =
845
.29'
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
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
015
proj
ects
\150
51 K
olle
r, W
olfg
ang
& G
abar
a, P
atric
ia\2
Des
ign
& D
raw
ings
\150
929
Kol
ler L
ayou
t.lay
out
10/7
/201
5 - 8
:48:
30 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
of m
edia
or f
orm
at, m
ay n
otbe
cop
ied
or re
prod
uced
with
out t
hew
ritte
n co
nsen
t of B
ouril
Des
ign
Stu
dio,
LLC
., of
Mad
ison
, Wis
cons
in.
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
for C
onst
ruct
ion
J:\2
015
proj
ects
\150
51 K
olle
r, W
olfg
ang
& G
abar
a, P
atric
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
se d
raw
ings
,re
gard
less
of m
edia
or f
orm
at, m
ay n
otbe
cop
ied
or re
prod
uced
with
out t
hew
ritte
n co
nsen
t of B
ouril
Des
ign
Stu
dio,
LLC
., of
Mad
ison
, Wis
cons
in.
Bour
il Des
ign S
tudio,
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
ra-geh
fd
fd
f-gfa
wm
wsWH
wh-g
cd-g
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
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
1111
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
015
proj
ects
\150
51 K
olle
r, W
olfg
ang
& G
abar
a, P
atric
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
se d
raw
ings
,re
gard
less
of m
edia
or f
orm
at, m
ay n
otbe
cop
ied
or re
prod
uced
with
out t
hew
ritte
n co
nsen
t of B
ouril
Des
ign
Stu
dio,
LLC
., of
Mad
ison
, Wis
cons
in.
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
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
2222pprroojjeecctt::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
015
proj
ects
\150
51 K
olle
r, W
olfg
ang
& G
abar
a, P
atric
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
se d
raw
ings
,re
gard
less
of m
edia
or f
orm
at, m
ay n
otbe
cop
ied
or re
prod
uced
with
out t
hew
ritte
n co
nsen
t of B
ouril
Des
ign
Stu
dio,
LLC
., of
Mad
ison
, Wis
cons
in.
SCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0"
A2A2
Bour
il Des
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
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
015
proj
ects
\150
51 K
olle
r, W
olfg
ang
& G
abar
a, P
atric
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
se d
raw
ings
,re
gard
less
of m
edia
or f
orm
at, m
ay n
otbe
cop
ied
or re
prod
uced
with
out t
hew
ritte
n co
nsen
t of B
ouril
Des
ign
Stu
dio,
LLC
., of
Mad
ison
, Wis
cons
in.
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
015
proj
ects
\150
51 K
olle
r, W
olfg
ang
& G
abar
a, P
atric
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
se d
raw
ings
,re
gard
less
of m
edia
or f
orm
at, m
ay n
otbe
cop
ied
or re
prod
uced
with
out t
hew
ritte
n co
nsen
t of B
ouril
Des
ign
Stu
dio,
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
015
proj
ects
\150
51 K
olle
r, W
olfg
ang
& G
abar
a, P
atric
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
se d
raw
ings
,re
gard
less
of m
edia
or f
orm
at, m
ay n
otbe
cop
ied
or re
prod
uced
with
out t
hew
ritte
n co
nsen
t of B
ouril
Des
ign
Stu
dio,
LLC
., of
Mad
ison
, Wis
cons
in.
A5A5
Bour
il Des
ign S
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
Y9'
-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
NG
BR
ICK
TO
RE
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
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
olfg
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& G
abar
a, P
atric
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ign
& D
raw
ings
\150
929
Kol
ler L
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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
se d
raw
ings
,re
gard
less
of m
edia
or f
orm
at, m
ay n
otbe
cop
ied
or re
prod
uced
with
out t
hew
ritte
n co
nsen
t of B
ouril
Des
ign
Stu
dio,
LLC
., of
Mad
ison
, Wis
cons
in.
1111 A6A6SCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0"
North ElevationNorth Elevation
Bour
il Des
ign S
tudio,
LLC
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
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
015
proj
ects
\150
51 K
olle
r, W
olfg
ang
& G
abar
a, P
atric
ia\2
Des
ign
& D
raw
ings
\150
929
Kol
ler L
ayou
t.lay
out
10/7
/201
5 - 8
:48:
32 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
of m
edia
or f
orm
at, m
ay n
otbe
cop
ied
or re
prod
uced
with
out t
hew
ritte
n co
nsen
t of B
ouril
Des
ign
Stu
dio,
LLC
., of
Mad
ison
, Wis
cons
in.
1111 A7A7SCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0"
West ElevationWest Elevation
Bour
il Des
ign S
tudio,
LLC
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
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
015
proj
ects
\150
51 K
olle
r, W
olfg
ang
& G
abar
a, P
atric
ia\2
Des
ign
& D
raw
ings
\150
929
Kol
ler L
ayou
t.lay
out
10/7
/201
5 - 8
:48:
32 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
of m
edia
or f
orm
at, m
ay n
otbe
cop
ied
or re
prod
uced
with
out t
hew
ritte
n co
nsen
t of B
ouril
Des
ign
Stu
dio,
LLC
., of
Mad
ison
, Wis
cons
in.
1111
A8A8SCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0"
Garage East ElevationGarage East Elevation
Bour
il Des
ign S
tudio,
LLC
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
NA
W
AY
WA
UN
ON
A
WA
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
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
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
0° 5
1' 0
0" W
(6
0.04
')
N 8
0° 5
1' 0
0" W
(6
0.04
')60
.0'
60.0
'
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::
1505110/6/2015ja
Des
ign
Dev
elop
men
tD
esig
n D
evel
opm
ent
for
for
Land
Use
App
licat
ion
- City
of M
adis
onLa
nd U
se A
pplic
atio
n - C
ity o
f Mad
ison
J:\2
015
proj
ects
\150
51 K
olle
r, W
olfg
ang
& G
abar
a, P
atric
ia\2
Des
ign
& D
raw
ings
\150
929
Kol
ler L
ayou
t.lay
out
10/6
/201
5 - 9
:37:
59 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
of m
edia
or f
orm
at, m
ay n
otbe
cop
ied
or re
prod
uced
with
out t
hew
ritte
n co
nsen
t of B
ouril
Des
ign
Stu
dio,
LLC
., of
Mad
ison
, Wis
cons
in.
Bour
il Des
ign S
tudio,
LLC
rreevviissiioonn iinnddeexx## ddaattee rreeffeerreennccee
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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