center-to-center
cabinet
capacity
community antennae television
construction bulletin
clothes dryer - electric
clothes dryer - gas
cement, or cementitious
ceiling fan
ceiling fan with light
contractor furnished contractor installed
chimney flue termination cap
chamfer
channel
cast in place
control joint
center line
celing
closet
clear
concrete masonry unit
coaxial
column
common
communication
composition
concrete
construction
continue, or continuous
contractor
corridor
carpet
course, or courses
chimney shroud - seamed metal
casement
ceramic tile
cooktop - electric
cooktop - gas
countertop
center
cubic
cubic foot
cubic yard
clothes washer
d
d
db
dbl
dd
deg
demo
df
dhwrp
dia
diag
dim
disp
disp-g
div
dl
dn
dr
ds
dt
dtl
dv
dv-fp
dw
dwg
deep, or depth
decibel
double
distribution device
degree
demolition, or demolish
drinking fountain
domestic hot water recirculating pump
diameter
diagonal
dimension
dispenser, or disposal
disposal - garbage
division
dead load
down
door
down spout
drain tile
detail
direct vent
direct vent - fireplace
dishwasher
drawing
e
e
ea
eb
ec
ef
eh
eifs
ej
elec
elev
encl
epbb
epdm
epg-df
epg-lp
epg-ng
eps
eq
equip
erv
esm
etr
ev
ev-af
ev-cd
ev-f
ev-fp
ev-rh
ev-wh
ew
excav
exh
exist
exp
ext
east
each
expansion bolt
electrical contractor
exhaust fan
exhaust hood
exterior insulation finish system
expansion joint
electric, or electrical
elevation, or elevator
enclosure
emergency power batter backup system
ethylene propylene diene monomer
electric power generator - diesel fuel
electric power generator - liquid propane
electric power generator - natural gas
expanded polystyrene
equal
equipment
energy recovery ventilator
electric service meter
existing to remain
exhaust vent
exhaust vent - attic fan
exhaust vent - clothes dryer
exhaust vent - furnace
exhaust vent - fireplace
exhaust vent - range hood
exhaust vent - water heater
each way
excavate, or excavation
exhaust
existing
expansion
exterior
gage, or gauge
gallon
galvanized
grab bar
general contractor
garbage disposer
garage door opener
girder
ground fault interrupt
glass fiber reinforced
glass fiber reinforced concrete
glass fiber reinforced polymer
glass
glass block
guard rail
granular
ground
gross square feet, or geotextile separation fabric
gas service meter
gypsum wallboard
gypsum
h
h
h/c
hb
hc
hdr
hdt
hdwd
hdwr
hm
horiz
hp
hp-g
hr
hr&s
hrv
htr
hvac
hvy
high, or height
hot and cold
hose bibb
hollow core
header
hanging door track
hardwood
hardware
hollow metal
horizontal
heat pump
heat pump - geothermal
hour, or hand rail
hanging rod and shelf
heat recovery ventilator
heater
heating ventilation and air conditioning
heavy
i
id
in
incan
incl
insul
int
inside diameter
inch
incandescent
include, or including
insulation
interior
j
jb
jct
jst
jt
junction box
junction
joist
joint
k
kip
kit
ksi
kilopound
kitchen
kilopounds per square inch
l
l
lam
lav
lb
lbs
lc
led
lin
ll
lp
lpgr
lpst
lt
lsl
lv
lvl
lw
long, or length
laminate
lavatory
pound
pounds
linen cabinet
light emitting diode
linear, or lineal, or linen closet
live load
liquid propane
liquid propane gas regulator
liquid propane storage tank
light
laminated strand lumber
low voltage
laminated veneer lumber
light weight
m
maint
mas
mast
matl
max
mb
mc
mech
med
memb
mep
mezz
mfd
mfr
mid
min
mir
mir-f
mir-fl
misc
mldg
mo
mtd
mtg
mtl
mwm
mwo
maintenance
masonry
master
material
maximum
mop basin
medicine cabinet
mechanical
medium
member, or membrane
mechanical electrical plumbing
mezzanine
manufactured
manufacturer
middle
minimum
mirror
mirror - framed
mirror - floor
miscellaneous
molding
masonry opening
mounted
mounting
metal
municipal water meter
microwave oven
n
n
ni
nic
nid
no
nom
nts
north
network interface
not in contract
network interface device
number
nominal
not to scale
o
oc
od
ofci
off
ofoi
oh
ohwm
o-o
opgn
opp
osb
ov
ov-dbl
ov-dbl-e
ov-dbl-g
ov-e
ov-g
ov&mwo
on center
outside diameter
owner furnished contractor installed
office
owner furnished owner installed
overhead
ordinary high water mark
out to out
opening
opposite
oriented strand board
oven, or over
oven - double
oven - double - electric
oven - double - gas
oven - electric
oven - gas
oven and microwave oven combination
return air
range - electric
range - gas
radius
reflected ceiling plan
roof drain
refrigerator
refrigerator with ice maker
refrigerator - under counter
reinforced
required
resilient
return
revision
radiant heater - electric infra-red
radiant heater - gas fired infra-red
radiant heater - electric baseboard
radiant heater - electric flat panel wall mount
radiant heater - electric hydronic baseboard
radiant heater - hot water baseboard
room
rough opening
right of way
s
s
s&c
san
satd
sb
sb-p
sbo
sc
scc
sched
scv
sd-gh
sd-gs
sf
sh
sh-hh
sht
shwr
sim
sm-p
sp-hw
sp-pv
spd
spec
sq
ssm
ss
std
stl
stor
struc
sv
sw
sym
south
sump pump and crock basin
sanitary
satellite dish
soil boring, or shower basin
shower basin - prefabricated
selected by owner
solid core
structured-composite cable
schedule
shower control valve
shower door - glass hinged
shower door - glass sliding
square foot, or square feet
shower head
shower head - hand held
sheet
shower
similar
shower module - prefabricated
solar panel - hot water
solar panel - photovoltaic
surge protection device
specification
square
solid surface material
stainless steel
standard
steel
storage
structural
sheet vinyl
switch
symmetrical
t
t
t/
tb
tbd
td
tele
temp
t&g
thk
tlt
tph
tr
t/r-p
tv
typ
tread
top of
towel bar
to be determined
trench drain
telephone, or telecommunication
temporary
tongue and groove
thick, or thickness
toilet
toilet paper holder
towel ring
trash/recyclable- pullout drawer
television
typical
u
uc
unex
unfin
uno
ur-fm
ur-wm
utp
under counter
unexcavated
unfinished
unless noted otherwise
urinal - floor mounted
urinal - wall mounted
unshielded twisted pair
project summary
municipality
City of Madison, Dane County, Wisconsin
principal governing codes and ordinances
Wisconsin Uniform Dwelling Code
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
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.
drawing index
material key
symbol 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.
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.
detail reference
1
A1
vent
vapor barrier
vinyl composition tile
vertical
vestibule
vapor retarder
vinyl tile
vinyl wall base
vinyl wall covering
w
w
wc
wc-uc
wd
w/d-e
w/d-g
wdrw
wdw
wf
wfc
wfs
wh
wh-e
wh-g
wh-te
wh-tg
wms
wp
wr
wrb
ws
wss
wsct
wt
wwr
west, or wide, or width
water closet
wine cooler - under cabinet
wood
stacked washer and dryer combination - electric
stacked washer and dryer combination - gas
warming drawer
window
wide flange
wood fiber composite
water filtration system
water heater
water heater - electric
water heater - gas
water heater - tankless electric
water heater - tankless gas
wall mounted shelving
water proof
water resistant, or weather resistant
weather resistive barrier
water softener
water softener set with internal brine tank
wainscot
weight
welded wire reinforcement
x
xh
xps
xstr
extra heavy
extruded polystyrene
extra strong
rigid insulation board
y
yd
yard
loose fill insulation
concrete
1
A1
grout or mortar
cut stone
exterior elevation
reference
1
A1
interior elevation
reference
1
A1
elevation number
sheet number
elevation number
sheet number
stone aggregate or granular fill
grid line designation
compacted or engineered fill
earth
100 kitchen
245 sqft
gsm
interior area (square feet)
gas service
meter
section number
section reference
sheet number
CMU
schedule number and room name
room reference
sheet number
brick
plywood, OSB or other sheathing
v
v
vb
vct
vert
vest
vr
vt
vwb
vwc
detail number
structural grid line
A
match line
sand or soil fines
Construction Line
Hidden Construction Line
Overhead Construction Line
Center Line
Property or Boundary Line
ROW
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)
G
G
Gas
SAN
Sanitary Sewer
SS
SS
Storm Sewer
]
[
][
Barrier
><
><
Fence
Existing Contour
New Contour
note number
key note reference
1
revision reference
1
ROW
E
T
C
G
G
SAN
SS
><
ev-f
aiv-f
furnace
exhaust
vent
furnace air
intake
fd
hb
jb
elec
wsm
floor drain
hose bibb
junction box
load center
water
service
meter
wss
ws
G
><
><
reference point
top of slab
0' - 0"
point datum
reference elevation
cd
gas fired
forced air
furnace
clothes
washer
clothes dryer
mb
pocket door
cased opening
width and height (inches)
schedule number
window
reference
elevation
mop basin
with wall
faucet
us
utility sink
double basin
utility sink
single basin
#
revision index
date reference
sinks and
lavatories
full height cabinet tubs and showers
countertop
base cabinet
wall cabinet
width and height (inches)
TOW 98' 6"
stacked
clothes
washer and
dryer
bifold door
schedule number
100A
3280
us
sliding door
window identification 1
3060
elevation datum
reference
cw
w/d
1st Subfloor
0' - 0"
metal
fiberglass blanket insulation
s&c
sump pump
and crock
f-gfa
water heater
reference elevation
spray polyurethane foam insulation
pt
pressure
tank
revision number
level line datum
door identification
brine tank
wh
hinged door
reference level
blocking (cut, planed or trimmed to a non-standard
size)
bt
water softener water softener
set
wood (finish trim, board, or molding)
nominal lumber (board, stud, or timber)
Title Page
Site Plan
Grading & Utility Plan
Landscaped Plan
Main Entrance/ Lower Lever and Garage - Existing & Proposed Floor Plans
Intermediate Level - Exsiting/ Proposed Floor Plan
Upper Level - Proposed Master Suite Floor Plan
Roof Plan - Porch & Garage
Roof Plan - House
North & South Elevation - House
West & East Elevation - House
Building Elevations - Garage
SAN
SS
][
][
100
100
dv-fp
fireplace
direct vent
ROW
OE
OT
OC
][
esm
electric
service
meter
T1
SW1
SW2
L1
A1
A2
A3
A4
A5
A6
A7
A8
cabinetry
project: 15051
date:
10/7/2015
drawn by: ja
bt/sm
shwr
ur
toilets and urinals
tlt
tlt
T1
2406 Waunona Way, Madison WI 53713
c
c-c
cab
cap
catv
cb
cd-e
cd-g
cem
cf
cf/l
cfci
cftc
cham
chan
cip
cj
cl
clg
clos
clr
cmu
coax
col
com
comm
comp
conc
const
cont
contr
corr
cpt
crs
cs-sm
csmt
ct
ct-e
ct-g
ctop
ctr
cu
cuft
cuyd
cw
g
ga
gal
galv
gb
gc
gd
gdo
gdr
gfi
gfr
gfrc
gfrp
gl
glb
gr
gran
grnd
gsf
gsm
gwb
gyp
r
ra
ra-e
ra-g
rad
rcp
rd
ref
ref/ic
ref-uc
reinf
req
resil
ret
rev
rh-eir
rh-gir
rh-ebb
rh-efp
rh-hbb
rh-wbb
rm
ro
row
Wolfgang Koller & Patrica Gabarra
Land Use Application - City of Madison
Not for Construction
bottom of
battery backup system
board
bedroom
barbeque grille gas connection
bidet
bituminous
building
blocking
beam, or benchmark
bollard
bearing
base plate, or bearing plate
bar sink
bench seat - built in
bench seat - with drawers
bench seat - wall mount
basement
brine tank, or bath tub
bath tub with shower module
bath tub - deck mounted
bath tub - deck mounted, with jets
bath tub - free standing
between
built-up roof
bathroom vanity cabinet
bevel
both ways
quarry tile
quantity
for
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.
Bouril Design Studio, LLC
b
b/
bbs
bd
bdrm
bggc
bid
bit
bldg
blkg
bm
bol
brg
bp
bs
bs-bi
bs-wd
bs-wm
bsmt
bt
bt/sm
bt-dm
bt-dmj
bt-fs
btwn
bur
bvc
bv
bw
q
qt
qty
House Alteration/ Remodel
Wolfgang & Patricia Koller
anchor bolt
air conditioning
air conditioning condensing unit
acoustical ceiling tile
area drain
addendum
adjustable, or adjacent
adjustable shelving
above finish floor
aggregate
air intake vent
air intake vent - furnace
alternate
aluminum
anchor
approximate, or approximately
architect, or architectural
attenuate, or attenuating
automatic
air vent - return
air vent - supply
awning
parallel
partition
panel board, or pull box
panel board - electrical
panel board - network interface
panel board - structured wiring
plumbing contractor
precast concrete
pounds per cubic foot
perforated
perpendicular
plate, or property line
plastic laminate
plumbing
pounds per lineal foot
plywood
panel
paint
polyethylene
prefabricated
preliminary
pounds per square foot
pounds per square inch
parallel strand board
pressure treated, or preservative treated, or pressure
Zoning Submittal - PCM
a
ab
ac
accu
act
ad
addm
adj
adj-s
aff
aggr
aiv
aiv-f
alt
alum
anch
approx
arch
atten
auot
av-r
av-s
awn
fahrenheit
furnace - gas boiler
furnace - gas forced air
furnace - gas unit heater
faucet - wall mounted
fire alarm
fabricate, or fabrication
fire alarm control panel
face brick, or floor box
foot candle
floor drain
floor drain - linear strip
fire department connection
foundation
fire extinguisher cabinet
finished floor
finished floor elevation
field height adjustable
foam in place
foam in place - closed cell
foam in place - open cell
flashing
flexible
floor
fluorescent
face of concrete
face of finish
face of stud
fireplace
fireplace - electric
fireplace - flue
fireplace - gas fired
fireplace - wood burning
freezer - chest
freezer - upright
foot, or feet
footing
furr, or furring
furnish or furniture
field verify
p
par
partn
pb
pb-e
pb-ni
pb-sw
pc
pcc
pcf
perf
perp
pl
plam
plbg
plf
plywd
pnl
pnt
poly
prefab
prelim
psf
psi
psl
pt
tank
House Alteration/ Remodel for
J:\2015 projects\15051 Koller, Wolfgang & Gabara, Patricia\2 Design & Drawings\150929 Koller Layout.layout 10/7/2015 - 8:48:30 AM
and
at
approximate, or approximately
degree
number, or pound
plus or minus
f
f
f-gb
f-gfa
f-guh
f-wm
fa
fab
facp
fb
fc
fd
fd-ls
fdc
fdn
fec
ff
ffe
fha
fip
fip-cc
fip-oc
flash
flex
flr
fluor
foc
fof
fos
fp
fp-e
fp-f
fp-g
fp-wb
frz-c
frz-u
ft
ftg
fur
furn
fv
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.
project notes
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.
symbols
&
@
~
°
#
+/-
6425 Odana Road Suite 2, Madison, WI 53719
608-833-3400 www.bourildesign.com
abbreviations
Construction Sequence
The construction sequence shall strive to minimize the exposure of bare earth to the action of wind, rain, and overland
flow. 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.
Erosion Control Best Management Practices
Structural Practices
Sediment fencing
Stone tracking pad
Diversion and slope drains
Construction Sequence
The construction sequence shall strive to minimize the exposure of bare earth to the action of wind, rain, and overland
flow. The sequence of major activities and BMPs are:
1. Installation of structural BMPs: stone tracking pad, sediment fencing, and diversion drains.
Maintenance of all structural BMPs are required throughout the construction process. Inspections shall be performed at
least 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 the
barrier's height. Breaks and gaps in sediment fences and barriers will be repaired immediately. Straw bales will be
replaced 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 the
next workday.
3. All installed BMPs will be maintained until the disturbed areas are completely stabilized.
Mulching, Seeding and Erosion Control Nets
1. 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 Pad
1. 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 Fence
1. Sediment fences shall be 14" high (min), measured from the top of the fabric to the soil surface.
12.70'
EXISTING BUILDING
TO PROPERTY LINE
11.10'
EXISTING BUILDING
TO PROPERTY LINE
8.00'
NEW FRENCH DRAIN
CONCRETE TREADS & PAVERS
w/ OPEN JOINTS OVER
COMPACTED GRAVEL FILL
55.47'
LAKE YARD AVERAGE SETB
ACK
(BETWEEN THREE LOTS)
10.40'
10.70'
±17.0'
SITE BENCHMARK #1
T.O.PIPE= 850.18'
NEIGHBOR EDGE HOUSE
53.30'
LOT 14
north
Plan
1 Site
SCALE: 1" = 20'-0"
SITE PLAN SUMMARY
Lot Area:
Lot Coverage:
(Driveways are included)
Proposed Building Footprint:
Proposed Accessory Building:
Proposed Conc. Porch:
Proposed Conc. Sidewalk & Pads:
Proposed Asphalt Pavement Area:
Demoli on Structures:
Exis ng concrete sidewalks:
Exis ng Asphalt driveways:
Building:
Proposed Stories:
Maximum Height:
12,064 sq. . = 0.28 Acres (To Meaner Line)
3,660 sq. ./ 12,064 sq. . = 30.33% - Less than 50%
1,407 sq.
800 sq.
170 sq.
81 sq.
1,202 sq.
. (Ground Level - Gross Area)
. (Garage)
. (Covered)
. (Ground Level)
. (New Driveway Area - Shaded)
180.00 sq. .
1,570.00 sq. .
02 Stories (A er infill depressed actual garage area)
29'-6" (measured from 1st FIN. FLR. to Ridge Line)
LANDSCAPING NOTES:
Landscape: Finished grade, seed and mulch. (Typ.)
#
2406 Waunona Way, Madison WI 53713
Site Plan Notes
1. 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 grades
outside 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 unsatisfactory
conditions have been corrected.
6. Disturbed areas shall receive grass seed and mulch. Coordinate planting and stabilization efforts with the landscape
contractor.
7. Heavy duty landscape fabric to be used under all planting beds prior to the placement of mulch. Where beds are
adjacent 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 at
time 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" depth
laid over a sub-base layer of fine to medium aggregate compacted to a 4" depth laid over the graded and compacted
sub-grade. Provide a heavy-duty geotextile separation fabric between the sub-grade and the sub-base. Self-binding
gravel 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 the
normal direction of travel.
10. Paved driveways shall be hot-mix asphalt laid in two lifts over a sub-base layer of fine to medium aggregate
compacted to a 6" depth (min).
EXISTING DRIVEWAY
TO BE DEMO
(TYP. AS SHOWN)
61.70'
BUILDING TO O.H.W.M.
Wolfgang & Patricia Koller
Structural Practices
Sediment fencing
Stone tracking pad
Diversion and slope drains
NEW 8" CONC. WALLS @
AROUND FRENCH DRAIN
House Alteration/ Remodel for
Erosion Control Best Management Practices
NEW (2) CONC. STEPS
DEMO EXISTING STAIRS
AND OVERHEAD DOOR .
9.50'
7.00'
SIDE YARD
SETBACK
24.31'
1. 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.
S 03° 49' 32" W (221.0')
3. Stockpile excavated material in locations to provide proper drainage and to minimize erosion. Coordinate use or
203.54'
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
SITE BENCHMARK #2 achieve a smooth finished surface with uniform levels or slopes between existing and new grades. Existing grades
outside the area of land disturbing activity shall be maintained and repaired if damaged during the course of work.
T.O.SURVEY SPIKE= 858.73'
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 unsatisfactory
conditions have been corrected.
6. Disturbed areas shall receive grass seed and mulch. Coordinate planting and stabilization efforts with the landscape
contractor.
7. Heavy duty landscape fabric to be used under all planting beds prior to the placement of mulch. Where beds are
adjacent 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 at
time 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" depth
laid over a sub-base layer of fine to medium aggregate compacted to a 4" depth laid over the graded and compacted
sub-grade. Provide a heavy-duty geotextile separation fabric between the sub-grade and the sub-base. Self-binding
gravel 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 the
normal direction of travel.
10. Paved driveways shall be hot-mix asphalt laid in two lifts over a sub-base layer of fine to medium aggregate
compacted to a 6" depth (min).
Non-structural Practices
Construction sequencing
Mulching & erosion control nets
Seeding, permanent
NEW LANDSCAPED AREA
INFILL AREA (SOIL & SEED).
FINAL GRADE AS REQ'D.
NEW ASPHALT
APRON
Bouril Design Studio, LLC
NEW FRENCH DRAIN
CONCRETE PAVERS
w/ OPEN JOINTS
OVER GRAVEL FILL
LOT 13
ACK
WATER ELEV. = 845.29'
ON OCT/14/2014
AREA= 1,242 S.F.
ELEV. = 853.84'
NEW CONC.
PORCH SLAB
LAKE MONONA
EXISTING HOUSE
O.H.W.M. = 845.6'
2.00'
22.00'
100 YRS. FLOOD PLAN = 847
.6'
7.00'
SIDE YARD
SETBACK
NEW 48" WIDE
CONC. PAD w/ TREAD
" W (60.23
')
60.0'
NEW PAVERS
SIDEWALK
(PERVIOUS AREA)
S 85° 35' 29
12.00'
EXISTING DRIVEWAY
TO BE DEMO
(TYP. AS SHOWN)
Zoning Submittal - PCM
13.20'
PROPOSED ADDITION
GROSS AREA= 165 S.F.
Site Plan Notes
J:\2015 projects\15051 Koller, Wolfgang & Gabara, Patricia\2 Design & Drawings\150929 Koller Layout.layout 10/7/2015 - 8:48:30 AM
NEW COURTYARD
(See Landscaped
Plan)
FLOOR AREA= 800 S.F.
ELEV. = 855.34'
NEW CONC. PAD
FRONT 20.00'
YARD
SETB
±13.0'
PROPOSED GARAGE
NEW ASPHALT
DRIVEWAY
Non-structural Practices
Construction sequencing
Mulching & erosion control nets
Seeding, permanent
6.00'
SIDE YARD
SETBACK
26.00'
NEW PAVERS SIDEWALK
(PERVIOUS AREA)
10.00'
EXISTING
BUILDING TO
PROPERTY LINE
36.00'
ROPE
RTY LI
NE
N 03° 41' 46" E (211.0')
198.58'
11.00'
EXISTING
BUILDING TO
PROPERTY LINE
46.39'
BUILD
ING TO
P
21.00'
1' 00" W
(60.04')
60.0'
N 80° 5
O SED
6.19'
PROPOSED
BUILDING TO
SETBACK
6.19'
PROPOSED
BUILDING TO
SETBACK
O NA
W A UN
PROP
850.0'
WAY
14.60'
51.40'
6425 Odana Road Suite 2, Madison, WI 53719
608-833-3400 www.bourildesign.com
NEIGHBOR EDGE HOUSE
Land Use Application - City of Madison
Not for Construction
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.
LOT 12
revision index
date reference
project: 15051
date:
10/7/2015
drawn by: ja
SW1
GAS
E/L
GAS
E/L
.0'
'
86
0.0
S
w/W
'
86
1.0
4. Apply by broadcast seeding at a rate of 21lbs/1000sqft. After application, the site shall be raked, firmed, and mulched.
5. Seed mixture (WISDOTErosion
No. 40): Kentucky
Bluegrass
Red Fescue 20%, Hard
Fescue 20%, improved fine
Control
Best35%,Management
Practices
perennial Ryegrass 25%.
Practices
StructuralApply
Practices
6.Non-structural
Add fertilizer and
other soil amendments as necessary.
fertilizer at a rate of 7lbs/1000sqft. Fertilizer mixture
Construction
sequencing
fencing
(WISDOT Type
A): nitrogen not less than 16%,Sediment
phosphoric
acid not less than 6%, potash not less than 6%.
& erosion
control
netsto ensure vegetation
Stoneistracking
padestablished and re-seed as necessary.
7.Mulching
Inspect seeded
areas
weekly
adequately
permanent
Diversion
and slope drains
8.Seeding,
Water seeded
areas regularly until they become
established.
S
w/W
'
north
& Utility Plan
1 Grading
SCALE: 1" = 20'-0"
w/W
S
Construction
Sequence
Stone Tracking
Pad
construction
sequence
shall24'strive
minimize
theconstructed
exposure ofofbare
to the action
of awind,
rain, and
overland
1.The
Tracking
pad shall
be at least
widetoand
50' long,
3" toearth
6" washed
stone to
12" depth
(min).
flow.
The sequence
of major
BMPs
are: stone from sinking into the soil.
Underlay
with a heavy
duty activities
geotextileand
fabric
to prevent
Installation
of structural
stoneburied
tracking
sediment
and diversion
drains.from vehicle tires.
2.1.Add
stone if existing
stoneBMPs:
becomes
or ifpad,
sediment
is notfencing,
being effectively
removed
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.
Sediment
4. Erect, enclose, and complete exterior construction,
includingFence
gutters, drains, and other water management systems.
5. Perform finish grading. Stabilize by mulching, permanent seeding and landscaping.
1. Sediment fences shall be 14" high (min), measured from the top of the fabric to the soil surface.
6. Remove all structural BMPs.
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.
Maintenance of all structural BMPs are required throughout the construction process. Inspections shall be performed at
3. Support fencing with 2x2 wood stakes, driven to a depth of 20" below grade (min), spaced at 8'-0" (max).
least weekly and after all storm events. All necessary repairs shall be made immediately.
4. Staple filter fabric to each stake at top, center, and bottom.
1. Sediment will be removed from behind sediment fences and barriers before it reaches a depth that is equal to half the
5. Preserve vegetation within 5'-0" of up-slope side of fencing.
barrier's height. Breaks and gaps in sediment fences and barriers will be repaired immediately. Straw bales will be
6. Seams shall be overlapped with the end stakes of each section wrapped together before driving into the ground.
replaced at least every three months, or sooner if warranted by the bale's condition and state of decay.
7. Supplement the sediment fence where it crosses the concrete, pavement, or other impervious surface with straw bales
2. All sediment that moves off-site due to construction activity or weather events will be cleaned up before the end of the
immediately up-slope. Because there is no practical method of securing the straw bales to the impervious surface,
next workday.
stake the end bales and tie adjacent bales together; monitor their condition frequently to ensure they do not wash into
3. All installed BMPs will be maintained until the disturbed areas are completely stabilized.
and damage the sediment fence.
#
6425 Odana Road Suite 2, Madison, WI 53719
608-833-3400 www.bourildesign.com
Bouril Design Studio, LLC
WATER ELEV. = 845.29'
ON OCT/14/2014
" W (60.23
')
60.0'
S 85° 35' 29
S
UNDERGROUND DRAIN-OUT
PVC PIPE TO LAKE
(RAIN WATER ONLY)
853
4.0
RETAINING WALL
(Boulder Wall)
853.0'
2406 Waunona Way, Madison WI 53713
GAS
E/L
85
EXISTING UTILITY POLE
TO BE REMOVE
GAS
850.0'
S 03° 49' 32" W (221.E0')/ L
203.54'
House Alteration/ Remodel for
GAS
E/L
851.0'
GAS
852.0'
E/L
G AS
E/L
.0'
856.
GAS
0'
LAKE MONONA
855.0'
RETAINING WALL AT
BOTH SIDES OF STAIRS
FRENCH DRAIN
Elev. = 849.84'
Wolfgang & Patricia Koller
S
GAS
S
S
UP
INFILL EXISTING WALL TO
RECEIVED NEW GRADES
S
w
GAS
EXISTING TRENCH DRAIN
TO BE REMOVE.
TAP AND ABANDON
EXISTING DRAINAGE PIPE.
UNDERGROUND DRAIN-OUT
PVC PIPE (RAIN WATER ONLY)
DISCHARGED TO GRADE PROVIDE CRUSH STONE BED
FRENCH DRAIN
Elev. = 849.84'
UP
854.5'
L
855
E/
w/W
UP
855.34'
w/W
G
854.0'
859.0'
w/W
S
w/W
O NA
W A UN
N 80° 5/ W
1' 00" W
w/
(60.04W')
60.0'
.0'
G
843.0'
AREA= 1,242 S.F.
ELEV. = 853.84'
G
844.0'
G
'
858
G
845.0'
EXISTING HOUSE
G
846.0'
'
EXISTING SANITARY LINE
TO SANITARY LIFT STATION
852.0
G
849.0
853.0'
PROPOSED ADDITION
GROSS AREA= 165 S.F.
Non-structural Practices
Structural Practices
Construction sequencing
Sediment
fencing
Site
Plan
Notes
EXISTING
POLE
MulchingUTILITY
& erosion
control nets
Stone tracking pad
Seeding,
permanent
Diversion
and
slope
1. Site plan
information taken from Plat of Survey
commissioned
anddrains
provided by the Owner. Additional data was
EXISTING
EXIST derived from the County Land Records System, aerial imagery,
field measurements.
UTILITYand
POLE
EXIST
2. Contractor to verify with the owner and
the
utility
companies
the
locations and elevations of all utilities prior to the
EX
IST
TO Sequence
REMAIN
Construction
NEW GAS LINE
start of work.
(UNDERGROUND LINE)
EXISTING
OHU
3. Stockpile
excavated
material
locations
to provide
proper drainage
to to
minimize
erosion.
Coordinate
or
The
construction
sequence
shallinstrive
to minimize
the exposure
of bareand
earth
the action
of wind,
rain, anduse
overland
removal
of excessofcut
material
withand
site BMPs
work and
flow.
The sequence
major
activities
are:the Owner.
4. Installation
Inspect rough
grades forBMPs:
properstone
shape,
angle pad,
and position
to theand
stardiversion
of finish grading.
1.
of structural
tracking
sedimentprior
fencing,
drains. Uniformly grade areas to
achieve
smooth
finished
with
uniformwith
levels
or slopes
and new grades. Existing grades
2. Strip
siteaand
perform
roughsurface
grading.
Stabilize
mulching
andbetween
erosion existing
control nets.
outside thearea
areaof ofnew
land
disturbing activity
shall
maintained
and repaired
if damaged
during
the course of work.
3. Excavate
construction.
Stabilize
withbenew
gravel sub-base
and mulch
around
perimeter.
Finish enclose,
grades shall
formedexterior
to provide
positive drainage
away
fromdrains,
the building.
4. Erect,
and be
complete
construction,
including
gutters,
and other water management systems.
5. Perform
Examinefinish
finishgrading.
surface,Stabilize
grades, topsoil,
qualitypermanent
and depthseeding
of planting
DoGAS
not begin work until
unsatisfactory
5.
by mulching,
andsubstrate.
landscaping.
GAS
GAS
GAS
conditionsallhave
been BMPs.
corrected.
6. Remove
structural
E / efforts
L with the landscape
6. Disturbed areas shall receive grass seed and mulch. Coordinate planting and stabilization
E/L
E/L
contractor.
Maintenance of all structural BMPs are required throughout the construction process. Inspections shall be performed at
7. Heavy
dutyand
landscape
fabric events.
to be used
under all planting
prior
to the
placement of mulch. Where beds are
least
weekly
after all storm
All necessary
repairs beds
shall be
made
immediately.
adjacent will
to lawn
areas, edges
of bedssediment
shall havefences
heavyand
dutybarriers
plasticbefore
edgingitsecured
12" stakes
at 60"toOChalf
(min).
1. Sediment
be removed
from behind
reacheswith
a depth
that is equal
the
NEW ELECTRICAL LINE
All corners
andBreaks
splicesand
to have
joints. and
Bedbarriers
edges towill
bebe
norepaired
less thanimmediately.
18" from outer
edge
of plants
barrier's
height.
gapsmanufactured
in sediment fences
Straw
bales
will beat
(UNDERGROUND LINE)
time of planting.
Plant three
material
to be or
in good
free by
of broken
branches,
or any
other damage.
replaced
at least every
months,
soonercondition,
if warranted
the bale's
conditionbruises,
and state
of decay.
gravel
walkways
shalldue
be composed
of a wear
layer
of stabilized
self-binding
gravelup
compacted
a 4"ofdepth
2.8.AllCrushed
sediment
that moves
off-site
to construction
activity
or weather
events
will be cleaned
before thetoend
the
laidworkday.
over a sub-base layer of fine to medium aggregate compacted to a 4" depth laid over the graded and compacted
next
Provide
heavy-duty
geotextile
fabric are
between
the sub-grade
3. Allsub-grade.
installed BMPs
willa be
maintained
until theseparation
disturbed areas
completely
stabilized.and the sub-base. Self-binding
gravel shall be by Kafka Granite, 800-852-7415, 'Stabilizer' stabilized decomposed granite and crushed stone, color
'Beige Blend Marble,' or equivalent.
Mulching,
Seeding
Erosion
Control
Netsfinish perpendicular to the
9. Exterior concrete slabs,
walkways, steps,
driveways,and
and aprons
shall receive
a stiff broom
normal
direction
of travel.
1. Mulch
shall
be straw,
hand applied at a rate of 2 tons/acre. Anchor mulch with a Class 1 biodegradable erosion net.
10.
Paved
driveways
shall
be
hot-mix
asphalt
laid
in
two
lifts
over
a
sub-base
layer
of
fine
to mediumof aggregate
2. Seeding may be performed after April 15, 2015, when the soil has reached a stable temperature
50°F.
compacted
to a 6" of
depth
3. Provide
a minimum
3-4"(min).
of topsoil at all areas to receive permanent seeding.
847.0'
848.0'
856.25'
FLOOR AREA= 800 S.F.
ELEV. = 855.34'
.0'
G
856
G
'
'
PROPOSED GARAGE
.0'
GAS
'
852.0'
853.0'
851.0
855.0
857
GAS
Erosion Control Best Management Practices
J:\2015 projects\15051 Koller, Wolfgang & Gabara, Patricia\2 Design & Drawings\150929 Koller Layout.layout 10/7/2015 - 8:48:31 AM
S
N 03° 41' 46" E (211.0')
198.58'
1.0
'
85
854.0
WAY
w/W
SILT FENCE - DTL. #2
(SEDIMENT FENCE)
Land Use Application - City of Madison
Not for Construction
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.
Zoning Submittal - PCM
S
S
w/W
S
Site Plan Notes
1. 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 grades
outside 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 unsatisfactory
conditions have been corrected.
6. Disturbed areas shall receive grass seed and mulch. Coordinate planting and stabilization efforts with the landscape
contractor.
7. Heavy duty landscape fabric to be used under all planting beds prior to the placement of mulch. Where beds are
adjacent 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 at
time 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" depth
laid over a sub-base layer of fine to medium aggregate compacted to a 4" depth laid over the graded and compacted
sub-grade. Provide a heavy-duty geotextile separation fabric between the sub-grade and the sub-base. Self-binding
gravel 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 the
normal direction of travel.
10. Paved driveways shall be hot-mix asphalt laid in two lifts over a sub-base layer of fine
to medium
aggregate
EXISTING
GAS
LINE TO BE REMOVE
compacted to a 6" depth (min).
(M.G.E. HAS BEEN NOTIFIED)
revision index
date reference
project: 15051
date:
10/7/2015
drawn by: ja
Mulching, Seeding
and Erosion
Diversion
Drains Control Nets
1. Roof
Mulchdischarge
shall be straw,
hand
applied atand
a rate
of 2 tons/acre.
Anchor to
mulch
with a Class
biodegradable
net.
1.
from the
downspouts
leaders
shall be diverted
established
lawn 1areas
using a 4" erosion
plastic drain
2. tile
Seeding
may be
performedclear
after of
April
2015,
when the soil
has reached
a stable
of 50°F.
perforated
to discharge
the15,
area
of construction
activity.
The ends
of the temperature
tile shall be turned
gently up-slope
3. so
Provide
a minimum
of 3-4"
of topsoil
at all areas to
receive
seeding. outlet with staked straw bales.
the discharge
bleeds
through
the perforations
instead
of permanent
the outlet. Stabilize
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
Site Plan Keyed Notes
perennial Ryegrass 25%.
6. Add fertilizer and other soil amendments as necessary. Apply fertilizer at a rate of 7lbs/1000sqft. Fertilizer mixture
1. Concrete walkway.
SW2
36'-0"
2
A9
6'-0"
1
A9
37'-6"
12'-6" NEW EXTERIOR WALL
Kitchen
229 sq ft
4'-2"
2'-0"
Living/ Dining
ra-g
eh
474 sq ft
12'-0"
Entry
6'-0"
6'-0"
11'-0"
2
A6
11'-0"
2'-0"
8'-9" NEW INTERIOR WALL
0' - 0 "
t.o.sub flr
5'-7"
6'-10"
Porch
UP
5068
159 sq ft
19'-3 1/2"
Closet
20 sq ft
Stairs
15 sq ft
2
A11
cd-g
wm
us
3630
UP
4'-1"
146 sq ft
fd
-3'- 6"
t.o. conc slab
EP
2'-0"
242 sq ft
UP
20
68
-3'- 6"
t.o. conc slab
2668
ws
Sauna
f-gfa
wh-g
7'-8 3/8"
62 sq ft
fd
Bath
5'-1"
WH
sm-p
SCALE: 1/4" = 1'-0"
21068
Mud Rm/ Hall
Utility/
Laundry
21068
2
Garage - Proposed Floor Plan
15'-2" EXISTING EXTERIOR WALL
north
1
A6
Stairs
21068
1
A10
2
A10
22 sq ft
7'-1 1/2"
1
A8
NEW EXTERIOR FINISH
18070
89 sq ft
4'-10" NEW EXT. WALL
11'-6 3/4" EXISTING WALL
NEW EXTERIOR FINISH
2'-0"
6'-0"
2668
2
A10
8070
45610MU
2'-0"
3068
9'-3" NEW EXTERIOR WALL
2'-0"
22'-0"
1
A10
House Alteration/ Remodel for
13'-1"
Bouril Design Studio, LLC
3'-9"
3
A9
23'-11" EXISTING BUILDING
5'-10"
3'-0"
6'-4 1/2"
4'-1"
6'-6"
1' - 6 "
t.o.conc. floor
5'-3"
90610MU
4
A8
9'-9" NEW EXTERIOR WALL
new addition floor
newarea
addition floor area
(hatched as shown)
(hatched as shown)
3'-9"
782 sq ft
A8
13'-0" NEW EXTERIOR WALL
Garage
6'-7 1/2"
21'-0"
8'-6"
21'-0"
3
A9
10'-3" EXISTING WALL
6'-3"
90610MU
13'-6" EXSITING BUILDING
6'-3"
12'-4 1/4" NEW EXTERIOR WALL
5'-0" NEW EXT. WALL
58 sq ft
fd
8'-11 1/2"
7'-1"
J:\2015 projects\15051 Koller, Wolfgang & Gabara, Patricia\2 Design & Drawings\150929 Koller Layout.layout 10/7/2015 - 8:48:31 AM
4'-10"
1
A9
2
A9
2
A7
north
1
Main Entrance/ Lower Level
Existing/ Proposed Floor Plan
SCALE: 1/4" = 1'-0"
#
revision index
date reference
project: 15051
date:
10/7/2015
drawn by: ja
A1
2406 Waunona Way, Madison WI 53713
6'-6"
Wolfgang & Patricia Koller
23'-0"
Zoning Submittal - PCM
6'-6"
6425 Odana Road Suite 2, Madison, WI 53719
608-833-3400 www.bourildesign.com
1
A7
2
A11
Land Use Application - City of Madison
Not for Construction
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.
3
A8
1
A10
170 sq ft
north
2668
Exist. Office/
Bedroom 2
Open Below
460 sq ft
5'- 7 1/8"
t.o. sub flr
126
8
2668
Existing
Bath
53 sq ft
1
A9
Existing
Dressing
337 sq ft
9'- 1 1/8"
t.o. sub flr
35 sq ft
Intermediate Level
Proposed Floor Plan
2 Existing/
SCALE: 1/4" = 1'-0"
5'-10"
3
A9
17'-6 9/16"
UP
20'-0" EIFS
Existing Hall
3030
1
A10
Existing
Bedroom 1
39 sq ft
191 sq ft
bt
39'-6" EXISTING EXTERIOR WALL
2
A9
2
A7
#
Land Use Application - City of Madison
Not for Construction
Zoning Submittal - PCM
37'-6" NEW EXTERIOR WALL
6425 Odana Road Suite 2, Madison, WI 53719
608-833-3400 www.bourildesign.com
Bouril Design Studio, LLC
24'-3"
Yoga Studio/
Flex Space
9'-0"
12'-6" VERTICAL SIDING
revision index
date reference
project: 15051
date:
10/7/2015
drawn by: ja
A2
2406 Waunona Way, Madison WI 53713
2'-11 3/4"
5'-3"
12'-1"
2
A9
Wolfgang & Patricia Koller
16 sq ft
4'-2"
7'-4"
1
A9
House Alteration/ Remodel for
10'-0 5/8" NEW LOCATION
2068
12 sq ft
8'-6"
8 sq ft
Closet
3'-7 1/2" NEW
2668
2068
17 sq ft
7'-6 1/2" NEW CLOSET AREA
6068
Closet
2'-4 1/2"
13'-0" NEW EXTERIOR WALL
5'-0" EIFS
Exist. Closet
2
A6
9'-3" NEW EXTERIOR WALL
2
A10
15'-2" EXISTING EXTERIOR WALL
J:\2015 projects\15051 Koller, Wolfgang & Gabara, Patricia\2 Design & Drawings\150929 Koller Layout.layout 10/7/2015 - 8:48:31 AM
1
A7
2
A10
1
A6
4068
Stairs
UP
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.
fd-ls
2'-6"
north
6'-7 1/2"
sd-gh
2668
2668
Hall
5'-4"
26 sq ft
Walk-in
Closet
76 sq ft
4'-5"
toil
2'-10"
14'- 8 1/4"
t.o.sub flr
2868
5'-4"
10'-8"
13'-11 1/2"
12'-6"
1
A9
2
A6
DN
3630
Master Bdrm
189 sq ft
1
A10
2868
14'-7"
70 sq ft
Deck
Shwr
27 sq ft
7'-10 1/2"
5'-0"
41'-10"
2
A9
2
A7
#
Level - Proposed Master Suite Floor Plan
1 Upper
SCALE: 1/4" = 1'-0"
revision index
date reference
project: 15051
date:
10/7/2015
drawn by: ja
A3
2406 Waunona Way, Madison WI 53713
3
A9
6425 Odana Road Suite 2, Madison, WI 53719
608-833-3400 www.bourildesign.com
Bouril Design Studio, LLC
Land Use Application - City of Madison
Not for Construction
Zoning Submittal - PCM
2
A9
Wolfgang & Patricia Koller
2
A10
House Alteration/ Remodel for
1
A9
9080
153 sq ft
tph
Tlt
2668
Master Bath
3'-4"
tr
5'-0"
24 sq ft
7'-1"
4'-0"
tb
tr
4'-10"
1
A10
5'-0"
J:\2015 projects\15051 Koller, Wolfgang & Gabara, Patricia\2 Design & Drawings\150929 Koller Layout.layout 10/7/2015 - 8:48:31 AM
1
A7
2
A10
1
A6
DN
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.
Zoning Submittal - PCM
Roof Plan Keyed Notes
1. Standing Seam Panel Roofing System - Tite-Loc Plus by PAC-Clad
2. Skylight . Model: FS-C06- Deck mounted
3. Gutter.
4. Downspout and leader - discharge to grade.
5. Downspout - discharge into a drain receptor.
6. Roof Ridge Vent
7. Chimney.
8. Cricket
5 : 12
5
4
1
2
6425 Odana Road Suite 2, Madison, WI 53719
608-833-3400 www.bourildesign.com
3
Bouril Design Studio, LLC
3
Land Use Application - City of Madison
Not for Construction
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.
Roof Plan Notes
1. 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 entire
length of valleys, intersecting walls, changes in roof pitch, and other vertical surfaces; over the entire surface of any
roof, crickets, or over-build with a slope less than 3:12. All areas not covered by waterproof membrane will be covered
with 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 with
perforated soffit at all under-eave areas open to the vented attic space. Roof overbuild areas should not be sheathed
beneath 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 eave
fascia. Gutter lengths shall be seamless; profile shall be selected by the Owner, but shall provide 20sqin (min) of net
cross-sectional area and shall have a depth to width ratio of not less than 1.25 (eg a 4" deep x 5" high U-shaped
gutter 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 shall
be provided with a decorative aggregate concrete splash block at the leader termination. Downspouts which
discharge 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 be
permanently welded or use gaskets; all bends shall be 45 degrees or less.
6
2
6
3 : 12
7 : 12
1
5
2
4
3
3
J:\2015 projects\15051 Koller, Wolfgang & Gabara, Patricia\2 Design & Drawings\150929 Koller Layout.layout 10/7/2015 - 8:48:31 AM
3
4
#
north
Plan - Garage & Porch
1 Roof
SCALE: 1/4" = 1'-0"
revision index
date reference
project: 15051
date:
10/7/2015
drawn by: ja
A4
2406 Waunona Way, Madison WI 53713
2
1
Wolfgang & Patricia Koller
4
House Alteration/ Remodel for
7 : 12
1
Bouril Design Studio, LLC
8 : 12
1
8
6
7 : 12
J:\2015 projects\15051 Koller, Wolfgang & Gabara, Patricia\2 Design & Drawings\150929 Koller Layout.layout 10/7/2015 - 8:48:31 AM
7
1
#
north
Plan - House
1 Roof
SCALE: 1/4" = 1'-0"
revision index
date reference
project: 15051
date:
10/7/2015
drawn by: ja
A5
2406 Waunona Way, Madison WI 53713
1
Wolfgang & Patricia Koller
7 : 12
1
House Alteration/ Remodel for
8 : 12
6425 Odana Road Suite 2, Madison, WI 53719
608-833-3400 www.bourildesign.com
Zoning Submittal - PCM
Roof Plan Keyed Notes
1. Standing Seam Panel Roofing System - Tite-Loc Plus by PAC-Clad
2. Skylight . Model: FS-C06- Deck mounted
3. Gutter.
4. Downspout and leader - discharge to grade.
5. Downspout - discharge into a drain receptor.
6. Roof Ridge Vent
7. Chimney.
8. Cricket
Land Use Application - City of Madison
Not for Construction
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.
Roof Plan Notes
1. 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 entire
length of valleys, intersecting walls, changes in roof pitch, and other vertical surfaces; over the entire surface of any
roof, crickets, or over-build with a slope less than 3:12. All areas not covered by waterproof membrane will be covered
with 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 with
perforated soffit at all under-eave areas open to the vented attic space. Roof overbuild areas should not be sheathed
beneath 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 eave
fascia. Gutter lengths shall be seamless; profile shall be selected by the Owner, but shall provide 20sqin (min) of net
cross-sectional area and shall have a depth to width ratio of not less than 1.25 (eg a 4" deep x 5" high U-shaped
gutter 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 shall
be provided with a decorative aggregate concrete splash block at the leader termination. Downspouts which
discharge 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 be
permanently welded or use gaskets; all bends shall be 45 degrees or less.
Exterior Feature and Material Key
3
19
6
23'- 9 3/8"
Roof Brn'g @ Master Areas
2630FX
9
9
2640FX
2640FX
2
1
4
7
4636FX
20
9
8
4640FX
2
14'- 8 1/4"
t.o. sub flr @ Master Areas
6
16
24
1
7'-9" FIELD VERIFY
EXISTING BRICK TO REMAIN
11'- 2 7/8"
Roof Brn'g @ Yoga Studio
20
9'- 1 1/8"
t.o. sub flr Yoga Studio
3650FX
3650FX
23
23
17
9
23
9
5'- 7 1/8"
t.o. sub flr Bedroom Level
4034DC
13
5
Bouril Design Studio, LLC
2630FX
1. 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 pattern
6. 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: Buckskin
9. 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
Zoning Submittal - PCM
1
24
45610MU
8
4014AW
9
4014AW
26
9
9'-1 1/8"
5
0' 0"
t.o. sub flr Main Entrance
-3' - 6"
t.o. conc slab @ Basement
22'-5" NEW ADDITION
14'-10" EXISTING WALL
REMOVE EXISTING OHD & INFILL WALL
NEW BRICK ON WALL - MATCH EXISTING
6425 Odana Road Suite 2, Madison, WI 53719
608-833-3400 www.bourildesign.com
1. All final material selections, colors, finishes, and other options to be coordinated with the Owner.
Land Use Application - City of Madison
Not for Construction
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.
Exterior Elevation Notes
21
1/8 in = 1 ft
7
12
18
10
10
8
10
9060FX
25
24
26
5016AW
GARAGE BUILDING
(BEHIND)
12
5
15
90610MU
#
24
revision index
date reference
4'
10
6"
project: 15051
date:
10/7/2015
drawn by: ja
3'-3"
J:\2015 projects\15051 Koller, Wolfgang & Gabara, Patricia\2 Design & Drawings\150929 Koller Layout.layout 10/7/2015 - 8:48:31 AM
19
13'-6" EXISTING WALL
11'-6 3/4" EXISITNG WALL
NEW EXTERIOR FINISH
12'-4 1/4" NEW EXTERIOR WALL
Elevation
1 North
SCALE: 1/4" = 1'-0"
A6
2406 Waunona Way, Madison WI 53713
1 building elevation west
6
Wolfgang & Patricia Koller
House Alteration/ Remodel for
Elevation
2 South
SCALE: 1/4" = 1'-0"
1. All final material selections, colors, finishes, and other options to be coordinated with the Owner.
Exterior Feature and Material Key
20
23'- 9 3/8"
Roof Brn'g @ Master Areas
6016AW
6016AW
6
4
2640SC
10
10
7
10
19
18
14'- 8 1/4"
t.o. sub flr @ Master Areas
16
20
8
3036AW
24
3050AW
24
3050AW
3050AW
24
24
Zoning Submittal - PCM
1
1. 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 pattern
6. 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: Buckskin
9. 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
25
17
Land Use Application - City of Madison
Not for Construction
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.
Exterior Elevation Notes
22
15
10
26
26
3020AW
0' 0"
t.o. sub flr @ Main Entrance
21068
6"
-3'- 6"
t.o. conc slab @ Basement
39'-6" EXISTING WALL
6425 Odana Road Suite 2, Madison, WI 53719
608-833-3400 www.bourildesign.com
5
Bouril Design Studio, LLC
5'- 7 1/8
t.o. sub flr Bedroom Level
9
11'- 2 7/8"
Roof Brn'g @ knee wall
9'- 1 1/8"
elevation south
1t.o. subbuilding
flr Yoga Studio
1/8 in = 1 ft
24
24
7640FX
4040FX
12
90610MU
3920AW
3920AW
#
4020AW
revision index
date reference
0' 0"
t.o. sub flr Main Entrance
-3'- 6"
t.o. conc slab @ Basement
9'-9" NEW FND. WALL
NEW BRICK FINISH WALL
-7'- 3"
t.o.ftg. @ Basement
10'-3" EXISTING FND. WALL
EXISTING BRICK FINISH WALL
12'-6" EXISTING FND. WALL
NEW SIDING FINISH WALL
5'-0" NEW FND WALL
NEW BRICK/ EIFS
FINISH WALL
project: 15051
date:
10/7/2015
drawn by: ja
Elevation
1 West
SCALE: 1/4" = 1'-0"
A7
2406 Waunona Way, Madison WI 53713
11
5046DC
Wolfgang & Patricia Koller
17'- 1 1/2"
Roof Brn'g @ Dormer
House Alteration/ Remodel for
J:\2015 projects\15051 Koller, Wolfgang & Gabara, Patricia\2 Design & Drawings\150929 Koller Layout.layout 10/7/2015 - 8:48:32 AM
Elevation
2 East
SCALE: 1/4" = 1'-0"
Zoning Submittal - PCM
Bouril Design Studio, LLC
6425 Odana Road Suite 2, Madison, WI 53719
608-833-3400 www.bourildesign.com
Exterior Feature and Material Key
1. 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 pattern
6. 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: Buckskin
9. 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
Land Use Application - City of Madison
Not for Construction
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.
Exterior Elevation Notes
1. All final material selections, colors, finishes, and other options to be coordinated with the Owner.
1
3
9'- 7 1/8"
Roof Brg.
2
20
7'- 11 3/4"
Roof Brg.
4
5016AW
7
10
5016AW
10
8
4
5
3068
1
9'- 7 1/8"
Roof Brg.
10
2640DC
9'- 7 1/8"
Roof Brg.
4
10
14
14
7
14
2640DC
8'-1 1/8"
7'- 11 3/4"
Roof Brg.
2
8
8070
5
18070
1'- 6" a.f.f. (House)
t.o.conc slab
SCALE: 1/4" = 1'-0"
#
revision index
date reference
1'- 6" a.f.f. (House)
t.o.conc slab
2 Garage South Elevation (Street Side)
SCALE: 1/4" = 1'-0"
1 Garage East Elevation
project: 15051
date:
10/7/2015
drawn by: ja
A8
2406 Waunona Way, Madison WI 53713
West Elevation
3 Garage
SCALE: 1/4" = 1'-0"
5'-0"
J:\2015 projects\15051 Koller, Wolfgang & Gabara, Patricia\2 Design & Drawings\150929 Koller Layout.layout 10/7/2015 - 8:48:32 AM
North Elevation
4 Garage
SCALE: 1/4" = 1'-0"
House Alteration/ Remodel for
1'- 6" a.f.f. (House)
t.o.conc slab
Wolfgang & Patricia Koller
5'-0"
15
14-Mixed Perennials
1-Koreanspice Viburnum
AREA= 1,242 S.F.
UP
UP
1
A10
J:\2015 projects\15051 Koller, Wolfgang & Gabara, Patricia\2 Design & Drawings\150929 Koller Layout.layout 10/6/2015 - 9:37:59 AM
1-Red Jewel Crabapple
1-Tautonii Yew
1
A10
1-Carol Mackie Daphne
7-Bressingham Blue Hosta
3-Brunette Snakeroot
7-Golden Tiara Hosta
7-Ice Dance Sedge
House Alteration/ Remodel for
N 80° 5
3-Green Velvet Boxwood
ELEV. = 853.84'
1-Red Japanese maple
33-Mixed Perennials
UP
WATER ELEV. = 845.29'
ON OCT/14/2014
EXISTING HOUSE
PLANT LIST
Latin Name
Common Name
Acer palmatum 'Atropurpurea'
Red Japanese maple
Quantity
1
Scheduled Size
#10
Amelanchier x grandiflora 'Autumn Brilliance'
Autumn Brilliance Juneberry
1
6ft BB
Azalea x 'Rosy Lights' (Northern Lights hybrid)
Rosy Lights Azalea
1
#3
Buxus x sempervirens 'Green Velvet'
Green Velvet Boxwood
3
#2
Carex morrowii 'Ice Dance'
Ice Dance Sedge
7
4.5in Pot
Cimicifuga simplex 'Brunette'
Brunette Snakeroot
3
4.5in Pot
Daphne x burkwoodii 'Carol Mackie'
Carol Mackie Daphne
1
12-15in
Fothergilla gardenii 'Mt. Airy'
Mt. Airy Fothergilla
3
#5
Hosta 'Bressingham Blue'
Bressingham Blue Hosta
7
1 Gal
Hosta 'Golden Tiara'
Golden Tiara Hosta
7
4.5in Pot
Hydrangea aborescens 'Annabelle'
Annabelle Hydrangea
3
#1 Grade
Hydrangea macrophylla 'Grateful Red'
Grateful Red Hydrangea
3
Hydrangea paniculata 'Unique'
Unique Hydrangea
1
2ft
Malus 'Red Jewel'
Red Jewel Crabapple
1
2in BB
Mixed Perennials
Mixed Perennials
104
4.5in Pot
Pinus strobus 'Blue Shag'
Blue Shag Dwarf White Pine
1
2 Gal
Taxus x media 'Tautonii'
Tautonii Yew
4
#5
Viburnum carlesii
Koreanspice Viburnum
1
#5
north
Plan
1 Landscaped
SCALE: 1" = 10'-0"
#
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.
for
Land Use Application - City of Madison
revision index
date reference
project: 15051
date:
10/6/2015
drawn by: ja
L1
2406 Waunona Way, Madison WI 53713
GROSS AREA= 165 S.F.
LAKE MO NO NA
1' 00" W
( 6 0 .0 4 '
)
6 0 .0 '
PROPOSED ADDITION
22-Mixed Perennials
1-Autumn Brilliance Juneberry
Wolfgang & Patricia Koller
1-Rosy Lights Azalea
FLOOR AREA= 800 S.F.
ELEV. = 855.34'
3-Tautonii Yew
S 03° 49' 32" W (221.0')
203.54'
Bouril Design Studio, LLC
PROPOSED GARAGE
" W (60.2
3')
60.0'
W A UN
1-Unique Hydrangea
3-Grateful Red Hydrangea
21-Mixed Perennials
3-Mt. Airy Fothergilla
S 85° 35' 29
O NA
3-Annabelle Hydrangea
1-Blue Shag Dwarf White Pine
14-Mixed Perennials
6425 Odana Road Suite 2, Madison, WI 53719
608-833-3400 www.bourildesign.com
Design Development
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.
WAY
N 03° 41' 46" E (211.0')
198.58'