1 A1 1 A1 detail reference sheet number detail number 1 A1 1 A1 section reference sheet number section number 1 A1 1 A1 exterior elevation reference sheet number elevation number 1 A1 1 A1 interior elevation reference sheet number elevation number A A structural grid line grid line designation match line 1 1 key note reference note number 1 1 revision number revision reference 1st Subfloor 0' - 0" level line datum reference level reference elevation top of slab 0' - 0" point datum reference point reference elevation door identification 100A 3280 schedule number width and height (inches) window identification 1 3060 schedule number width and height (inches) elevation datum reference TOW 98' 6" elevation reference toilets and urinals tubs and showers sinks and lavatories wall cabinet base cabinet countertop cabinetry full height cabinet ROW ROW ROW E T OT OE C OC G G G G G SAN SAN SAN SS SS SS SS ] [ ] [ ] [ ] [ ] [ >< >< >< >< >< bifold door cased opening window hinged door sliding door pocket door T1 T1 material key material key These patterns may be used in plan or section to indicate material types. The same pattern may be used for different materials; these material identifications must be made within the context of the drawing. If there is a discrepancy between a text description of a material and a pattern as described in this key, the text description will prevail. 6425 Odana Road Suite 2, Madison, WI 53719 608-833-3400 www.bourildesign.com brick plywood, OSB or other sheathing concrete grout or mortar House Alteration/ Remodel for House Alteration/ Remodel for Wolfgang & Patricia Koller Wolfgang & Patricia Koller 2406 Waunona Way, Madison WI 53713 2406 Waunona Way, Madison WI 53713 project: date: drawn by: 15051 10/7/2015 ja Zoning Submittal - PCM Zoning Submittal - PCM Land Use Application - City of Madison Land Use Application - City of Madison Not for Construction Not for Construction J:\2015 projects\15051 Koller, Wolfgang & Gabara, Patricia\2 Design & Drawings\150929 Koller Layout.layout 10/7/2015 - 8:48:30 AM CMU The design represented by these drawings is the sole property of Bouril Design Studio, LLC. These drawings, regardless of media or format, may not be copied or reproduced without the written consent of Bouril Design Studio, LLC., of Madison, Wisconsin. cut stone symbols symbols & and @ at ~ approximate, or approximately ° degree # number, or pound +/- plus or minus a ab anchor bolt ac air conditioning accu air conditioning condensing unit act acoustical ceiling tile ad area drain addm addendum adj adjustable, or adjacent adj-s adjustable shelving aff above finish floor aggr aggregate aiv air intake vent aiv-f air intake vent - furnace alt alternate alum aluminum anch anchor approx approximate, or approximately arch architect, or architectural atten attenuate, or attenuating auot automatic av-r air vent - return av-s air vent - supply awn awning b b/ bottom of bbs battery backup system bd board bdrm bedroom bggc barbeque grille gas connection bid bidet bit bituminous bldg building blkg blocking bm beam, or benchmark bol bollard brg bearing bp base plate, or bearing plate bs bar sink bs-bi bench seat - built in bs-wd bench seat - with drawers bs-wm bench seat - wall mount bsmt basement bt brine tank, or bath tub bt/sm bath tub with shower module bt-dm bath tub - deck mounted bt-dmj bath tub - deck mounted, with jets bt-fs bath tub - free standing btwn between bur built-up roof bvc bathroom vanity cabinet bv bevel bw both ways c c-c center-to-center cab cabinet cap capacity catv community antennae television cb construction bulletin cd-e clothes dryer - electric cd-g clothes dryer - gas cem cement, or cementitious cf ceiling fan cf/l ceiling fan with light cfci contractor furnished contractor installed cftc chimney flue termination cap cham chamfer chan channel cip cast in place cj control joint cl center line clg celing clos closet clr clear cmu concrete masonry unit coax coaxial col column com common comm communication comp composition conc concrete const construction cont continue, or continuous contr contractor corr corridor cpt carpet crs course, or courses cs-sm chimney shroud - seamed metal csmt casement ct ceramic tile ct-e cooktop - electric ct-g cooktop - gas ctop countertop ctr center cu cubic cuft cubic foot cuyd cubic yard cw clothes washer d d deep, or depth db decibel dbl double dd distribution device deg degree demo demolition, or demolish df drinking fountain dhwrp domestic hot water recirculating pump dia diameter diag diagonal dim dimension disp dispenser, or disposal disp-g disposal - garbage div division dl dead load dn down dr door ds down spout dt drain tile dtl detail dv direct vent dv-fp direct vent - fireplace dw dishwasher dwg drawing e e east ea each eb expansion bolt ec electrical contractor ef exhaust fan eh exhaust hood eifs exterior insulation finish system ej expansion joint elec electric, or electrical elev elevation, or elevator encl enclosure epbb emergency power batter backup system epdm ethylene propylene diene monomer epg-df electric power generator - diesel fuel epg-lp electric power generator - liquid propane epg-ng electric power generator - natural gas eps expanded polystyrene eq equal equip equipment erv energy recovery ventilator esm electric service meter etr existing to remain ev exhaust vent ev-af exhaust vent - attic fan ev-cd exhaust vent - clothes dryer ev-f exhaust vent - furnace ev-fp exhaust vent - fireplace ev-rh exhaust vent - range hood ev-wh exhaust vent - water heater ew each way excav excavate, or excavation exh exhaust exist existing exp expansion ext exterior abbreviations abbreviations The 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 summary project summary municipality municipality City of Madison, Dane County, Wisconsin principal governing codes and ordinances principal governing codes and ordinances Wisconsin Uniform Dwelling Code parcel data parcel data Address: 2406 Waunona Way, Madison WI 53713 Zoning District: TR-C1 District & Lakefront Development Parcel Number: - Description: Lot 13, Block 1, Hoboken Beach, Located in Section 19, 17N, R10E. Lot Area: 0.28 acre zoning restrictions zoning restrictions Maximum 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% exposure at front side. House Alteration/ Remodel House Alteration/ Remodel for for Wolfgang Koller & Patrica Gabarra Wolfgang Koller & Patrica Gabarra project notes project notes 1. These notes describe typical project conditions and requirements; exceptions are noted on the plans. 2. If a specification has been published with this project it will govern the project's material and performance requirements. Areas not covered by a specification will be governed by the standards and best practices of the construction trades, related industries, and professional societies. Details, notes, and instructions on the drawing set take precedence. All work will conform to the governing ordinances, codes, and regulations. If a discrepancy cannot be resolved, contact the architect for clarification. 3. The general contractor and subcontractors shall thoroughly familiarize themselves with the scope and nature of the new construction prior to the start of work. 4. The general contractor and subcontractors shall verify existing conditions prior to the start of work. Conditions which differ significantly from those anticipated as shown within these drawings shall be referred to the architect prior to the start of work. 5. All work outside of the area of construction shall be protected from incidental damage. Any damage shall be repaired as new to the owner's satisfaction prior to the completion of construction. 6. The general contractor shall plug and block penetrations through the exterior building envelope to prevent pest and nuisance animal infestation. T1 Title Page SW1 Site Plan SW2 Grading & Utility Plan L1 Landscaped Plan A1 Main Entrance/ Lower Lever and Garage - Existing & Proposed Floor Plans A2 Intermediate Level - Exsiting/ Proposed Floor Plan A3 Upper Level - Proposed Master Suite Floor Plan A4 Roof Plan - Porch & Garage A5 Roof Plan - House A6 North & South Elevation - House A7 West & East Elevation - House A8 Building Elevations - Garage drawing index drawing index Bouril Design Studio, LLC revision index # date reference 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-standard size) metal rigid insulation board loose fill insulation spray polyurethane foam insulation fiberglass blanket insulation symbol key symbol key The 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 kitchen 245 sqft schedule number and room name interior area (square feet) tlt 100 100 Construction Line Hidden Construction Line Overhead Construction Line Center Line Property or Boundary Line Right of Way Center Line Setback or Build-to Line Easement or other described boundary Electric, buried (OE overhead) Telephone, buried (OT overhead) Cable, buried (OC overhead) Gas Sanitary Sewer Storm Sewer Barrier Fence Existing Contour New Contour wss pressure tank water softener set water softener ws brine tank bt pt sump pump and crock s&c wh water heater gas fired forced air furnace f-gfa clothes washer clothes dryer cw cd mb w/d stacked clothes washer and dryer utility sink single basin mop basin with wall faucet utility sink double basin us us fireplace direct vent gas service meter electric service meter furnace exhaust vent furnace air intake gsm esm dv-fp ev-f aiv-f floor drain hose bibb junction box wsm water service meter fd hb jb elec load center ur tlt bt/sm shwr p par parallel partn partition pb panel board, or pull box pb-e panel board - electrical pb-ni panel board - network interface pb-sw panel board - structured wiring pc plumbing contractor pcc precast concrete pcf pounds per cubic foot perf perforated perp perpendicular pl plate, or property line plam plastic laminate plbg plumbing plf pounds per lineal foot plywd plywood pnl panel pnt paint poly polyethylene prefab prefabricated prelim preliminary psf pounds per square foot psi pounds per square inch psl parallel strand board pt pressure treated, or preservative treated, or pressure tank q qt quarry tile qty quantity r ra return air ra-e range - electric ra-g range - gas rad radius rcp reflected ceiling plan rd roof drain ref refrigerator ref/ic refrigerator with ice maker ref-uc refrigerator - under counter reinf reinforced req required resil resilient ret return rev revision rh-eir radiant heater - electric infra-red rh-gir radiant heater - gas fired infra-red rh-ebb radiant heater - electric baseboard rh-efp radiant heater - electric flat panel wall mount rh-hbb radiant heater - electric hydronic baseboard rh-wbb radiant heater - hot water baseboard rm room ro rough opening row right of way s s south s&c sump pump and crock basin san sanitary satd satellite dish sb soil boring, or shower basin sb-p shower basin - prefabricated sbo selected by owner sc solid core scc structured-composite cable sched schedule scv shower control valve sd-gh shower door - glass hinged sd-gs shower door - glass sliding sf square foot, or square feet sh shower head sh-hh shower head - hand held sht sheet shwr shower sim similar sm-p shower module - prefabricated sp-hw solar panel - hot water sp-pv solar panel - photovoltaic spd surge protection device spec specification sq square ssm solid surface material ss stainless steel std standard stl steel stor storage struc structural sv sheet vinyl sw switch sym symmetrical t t tread t/ top of tb towel bar tbd to be determined td trench drain tele telephone, or telecommunication temp temporary t&g tongue and groove thk thick, or thickness tlt toilet tph toilet paper holder tr towel ring t/r-p trash/recyclable- pullout drawer tv television typ typical u uc under counter unex unexcavated unfin unfinished uno unless noted otherwise ur-fm urinal - floor mounted ur-wm urinal - wall mounted utp unshielded twisted pair v v vent vb vapor barrier vct vinyl composition tile vert vertical vest vestibule vr vapor retarder vt vinyl tile vwb vinyl wall base vwc vinyl wall covering w w west, or wide, or width wc water closet wc-uc wine cooler - under cabinet wd wood w/d-e stacked washer and dryer combination - electric w/d-g stacked washer and dryer combination - gas wdrw warming drawer wdw window wf wide flange wfc wood fiber composite wfs water filtration system wh water heater wh-e water heater - electric wh-g water heater - gas wh-te water heater - tankless electric wh-tg water heater - tankless gas wms wall mounted shelving wp water proof wr water resistant, or weather resistant wrb weather resistive barrier ws water softener wss water softener set with internal brine tank wsct wainscot wt weight wwr welded wire reinforcement x xh extra heavy xps extruded polystyrene xstr extra strong y yd yard f f fahrenheit f-gb furnace - gas boiler f-gfa furnace - gas forced air f-guh furnace - gas unit heater f-wm faucet - wall mounted fa fire alarm fab fabricate, or fabrication facp fire alarm control panel fb face brick, or floor box fc foot candle fd floor drain fd-ls floor drain - linear strip fdc fire department connection fdn foundation fec fire extinguisher cabinet ff finished floor ffe finished floor elevation fha field height adjustable fip foam in place fip-cc foam in place - closed cell fip-oc foam in place - open cell flash flashing flex flexible flr floor fluor fluorescent foc face of concrete fof face of finish fos face of stud fp fireplace fp-e fireplace - electric fp-f fireplace - flue fp-g fireplace - gas fired fp-wb fireplace - wood burning frz-c freezer - chest frz-u freezer - upright ft foot, or feet ftg footing fur furr, or furring furn furnish or furniture fv field verify g ga gage, or gauge gal gallon galv galvanized gb grab bar gc general contractor gd garbage disposer gdo garage door opener gdr girder gfi ground fault interrupt gfr glass fiber reinforced gfrc glass fiber reinforced concrete gfrp glass fiber reinforced polymer gl glass glb glass block gr guard rail gran granular grnd ground gsf gross square feet, or geotextile separation fabric gsm gas service meter gwb gypsum wallboard gyp gypsum h h high, or height h/c hot and cold hb hose bibb hc hollow core hdr header hdt hanging door track hdwd hardwood hdwr hardware hm hollow metal horiz horizontal hp heat pump hp-g heat pump - geothermal hr hour, or hand rail hr&s hanging rod and shelf hrv heat recovery ventilator htr heater hvac heating ventilation and air conditioning hvy heavy i id inside diameter in inch incan incandescent incl include, or including insul insulation int interior j jb junction box jct junction jst joist jt joint k kip kilopound kit kitchen ksi kilopounds per square inch l l long, or length lam laminate lav lavatory lb pound lbs pounds lc linen cabinet led light emitting diode lin linear, or lineal, or linen closet ll live load lp liquid propane lpgr liquid propane gas regulator lpst liquid propane storage tank lt light lsl laminated strand lumber lv low voltage lvl laminated veneer lumber lw light weight m maint maintenance mas masonry mast master matl material max maximum mb mop basin mc medicine cabinet mech mechanical med medium memb member, or membrane mep mechanical electrical plumbing mezz mezzanine mfd manufactured mfr manufacturer mid middle min minimum mir mirror mir-f mirror - framed mir-fl mirror - floor misc miscellaneous mldg molding mo masonry opening mtd mounted mtg mounting mtl metal mwm municipal water meter mwo microwave oven n n north ni network interface nic not in contract nid network interface device no number nom nominal nts not to scale o oc on center od outside diameter ofci owner furnished contractor installed off office ofoi owner furnished owner installed oh overhead ohwm ordinary high water mark o-o out to out opgn opening opp opposite osb oriented strand board ov oven, or over ov-dbl oven - double ov-dbl-e oven - double - electric ov-dbl-g oven - double - gas ov-e oven - electric ov-g oven - gas ov&mwo oven and microwave oven combination
13
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Wolfgang Koller & Patrica Gabarra House Alteration/ Remodel · A3 U p erLv l- PosdM atSuiFn A4 Roof Plaan - Porch & Garage A5 R ofPlan-Huse A6 North & South Eleevatioon - House A7
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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
SSSSSSSS
] [ ] [ ] [ ] [ ] [>< >< >< >< ><
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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cut stone
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.
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
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
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).
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).
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.
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).
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).
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.
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 &
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SCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0"
Roof Plan - Garage & Porch Roof Plan - Garage & Porch
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
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,
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
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,
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
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,
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
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
Important Note:These drawings are for bidding purposes only. Final details and measurements may vary according to site condtions during construction. The Landscape Plan and associated drawings and or details are the property of Landscape Architecture, LLC and may not be reproduced in whole or in part, nor may they be utilized in any manner without express written authorization from Landscape Architecture, LLC. Unauthorized use of these documnents subjects the user to liability for damages.