Upload
others
View
3
Download
0
Embed Size (px)
Citation preview
• Site verify all dimensions. Report discrepancies to AH Design.
CONCEPTS rev1170824
8/25/2017
430
1 M
AH
ER
AV
E
MELI
SS
A A
ND
JA
CK
GIE
CH
E
MA
DIS
ON
, W
I. 5371
6
•Not intended for construction•Furnishings by others. • These documents are the property of Associated Housewrights and are exclusively for Associated Housewright use.
• Larger scaled drawings supersede smaller scale drawings.• Plan views assume walls have first layer of sheathing on each side (see typical sections) unless otherwise noted. • Site verify all dimensions. Report discrepancies to AH Design.
LAND USE170905
9/05/2017
430
1 M
AH
ER
AV
E
MELI
SS
A A
ND
JA
CK
GIE
CH
E
MA
DIS
ON
, W
I. 5371
6
AD
JAC
EN
T HO
US
E
PO
RC
H
N 00°16'28" E 108.38'
S 45°26'44" E 80.77'
S 48°22'05" W
104.71'
N 48°02'00" E
27.15'
13.5'
14.0'
S T R
E E T
D A V
I E S
1 1
SOLID IRON ROD FOUND (0.75" Dia. unless noted)
IRON PIPE FOUND (1 3/8" Outside Diam. unless Noted)
SURVEYOR'S CERTIFICATE
I, Paul A. Spetz, registered land surveyor for Isthmus Surveying LLC, hereby certify that we surveyed the property described above and that the map is a true
representation thereof and shows the size and location of the property, it's exterior boundaries. Said survey meets the minimum standards for property surveys of the
Wisconsin Administrative Code (A-E7) and the map hereon is correct to the best of my knowledge and belief. This Survey is solely for the use of the present owners
of the property at the date below.
Dated this 29th Day of August, 2017: Paul A. Spetz, S 2525
Notes:
1. Building dimensions and associated offset distances were measured along the outside of the siding.
2. This parcel may be subject to, or benefit from, Easements or agreements, written or otherwise, not shown hereon.
3. For reference, see previous survey 2001-00375 by Notbohm, S-1386 and survey 2004-00443 by Michaels S-1696.
gs
M O R N I N G S I D E H E I G H T S
15.0'15.9'
22.1'
22.8'
18.9'18.6'
22.2'
(37.4')
(N 00°48' E)
Legal Description of Record: Document No. 5346909
The Northwest 81.0 feet of Lot 11, Block 16, Morning Side Heights, in the City of Madison, Dane County, Wisconsin.
22.5'22.5'
97.99'
10.08'
59.83'
(81.0')
M A H E R
A V E N U E
B L O C K 1 6
R E P L A T O F A S U B D I V I S I O N O F A P A R T
O F L A K E E D G E P A R K B L O C K 1 2
1
30.6'
21.0'
10.3'10.6'
AD
JAC
EN
T HO
US
E
30'30'
6 0'
6 0'
22.5
58.56'
16.11'
Found 0.75" Solid Iron Rod, N 50°12'27" E, 2.19' from
corner
Found 1.25" Solid Iron Rod with cap, N 46°53'36" E, 3.38' from corner
N 42°26'39" E7.45'
N 47°21'22" W6.77'
Found 1.25" Solid Iron Rod
23'-1" REQ. FRONT YARD SETBACK
7'-0" R
EQ. S
IDE
YARD S
ETBA
CK
15'-0
" REQ
. REV
ER
SE S
IDE Y
AR
D S
ETB
AC
K
80'-9 1/4" LOT DEPTH
20'-9"
34
'-3"
21'-
9"
UNHEATEDATTACHED
1 CAR'GARAGE
1.5 STORYHOUSE
UNCOVERED FRONT ENTRY STEPS AND LANDING < 36" ABOVE ADJACENT GRADE
ESTABLISHED BY DRAWING LINE FROM FRONT FACADE OF THE ONLY OTHER HOUSE ON DAVIES STREET
PART COVERED DECK < 36" ABOVE ADJACENT GRADE
10'-0"
DR
IVEW
AY
5'-6"
12'-8
"9'-5"
16'-1
0"
CONCRETE PAD
15'-11" P
RO
PO
SED
REV
ER
SE S
IDE Y
AR
D
7'-4
1/2"
PROPO
SED S
IDE
YARD S
ETBA
CK
28'-10" PROPOSED FRONT YARD SETBACK
0' 20' 40'
12'-9" 34'-1 3/4"
14'-2"
4'-8
"
REQ. AND PROP. REAR YARD SETBACK FOR GARAGE12'-9"
18'-2 3/4" REQ. AND PROP. REAR YARD SETBACK
5'-5 3/8" (30% OF REAR YARD SETBACK)
LAND USE SUMMARY TABLE
SITE AREA = 5,306 SF
REVERSE CORNER SIDE YARD = 15'-0"SIDE YARD = 7'-0"FRONT YARD = 23'-1"REAR YARD = 18'-2 3/4"REAR YARD FOR 1 STORY ATTACHED GARAGE = 12'-9 3/8".
LOT COVERAGE = 1,286 SF OR 24% OF LOT AREA.
OPEN SPACE = 4247 SF
The total area of all buildings, measured at grade, all accessory structures including pools, patios, etc., and all paved areas as a percentage of the total area of the lot, with the following exceptions: sidewalks or paved paths no wider than five (5) feet, pervious pavement, green roofs and decks. Max lot coverage for SR-C2 is 50%.
housegaragedrivewaycovered deck
housegaragecovered deck(does not include decks <36" above grade and driveway)
LANDSCAPE AREA = 3,815 SF
PAVED AREA = 228 SF drivewayback garage access door landing
SITE PLAN1" = 20'-0"
1
FRONT YARD CALCULATIONS:Setback Averaging, Front Setback. Where at least fifty percent (50%) of the front footage of any block is built up with principal structures, the minimum front yard setback for new structures shall be the average setback of the existing principal structures on the block face or the normal setback requirement in the district whichever is less, but no less than ten (10) feet. There is only one house on Davies St. block. It is the one adjacent to this property. Note that the front yard setback line on the site plan aligns with the primary structure of the adjacent house.
REAR YARD CALCULATIONS:30% of the lot depth of 80'-9 1/4" = 24'-2 3/4". If the existing principal structure and any additions to it, covers twenty percent (20%) or less of the lot area, the rear yard setback may be reduced by twenty-five percent (25%). So 25% of 24-2 3/4" = 6'-0". So 24'-2 3/4" - 6'-0" = 18'-2 3/4". This is permitted because principal structure and additions to is cover 19.9% of the lot area. Then, a 1 story garage may project 30% into the rear yard, provided the rest of the rear yard remains unobstructed.
PROJECT SQUARE FOOTAGE
HOUSE FIRST FLOOR = 711 SF (measured to outside face of wall)HOUSE LOFT = 223 SF (interior floor area with ceiling ht. > 5'-0")GARAGE = 277 SF (measured to outside face of wall)COVERED DECK = 70 SF (measured to outside face of columns)UNCOVERED DECKS < 36" ABOVE ADJACENT GRADE = 204 SF
PRINCIPAL STRCUTURE AND ADDITONS TO IT = 1,058 SF OR19.9% OF THE LOT AREA 711 SF (house) + 277SF (garage) + 70SF (covered deck) = 1058SF
•Not intended for construction•Furnishings by others. • These documents are the property of Associated Housewrights and are exclusively for Associated Housewright use.
• Larger scaled drawings supersede smaller scale drawings.• Plan views assume walls have first layer of sheathing on each side (see typical sections) unless otherwise noted. • Site verify all dimensions. Report discrepancies to AH Design.
CONCEPTS rev1170824
8/25/2017
430
1 M
AH
ER
AV
E
MELI
SS
A A
ND
JA
CK
GIE
CH
E
MA
DIS
ON
, W
I. 5371
6
• Site verify all dimensions. Report discrepancies to AH Design.
CONCEPTS rev1170824
8/25/2017
430
1 M
AH
ER
AV
E
MELI
SS
A A
ND
JA
CK
GIE
CH
E
MA
DIS
ON
, W
I. 5371
6
LAND USE170905
9/05/2017
430
1 M
AH
ER
AV
E
MELI
SS
A A
ND
JA
CK
GIE
CH
E
MA
DIS
ON
, W
I. 5371
6
UP
DN
9'-9
1/2
"
19'-9"
5'-6" COVERED
12'-8
" CO
VER
ED
16'-9
1/2
"
9'-5"
21'-
9"
3'-0
"
10'-0" GARAGE DOOR AND DRIVEWAY
2'-9
"
UNHEATED1-CAR GARAGE
KITCHENFAMILY RM.
BEDROOM
CLOSET
BATH
MUDROOM
4'-2
1/2
"
16'-5"
10'-1
0 1/2
"6
'-7"
DN
DN
DN
10'-3
1/2
"11'-7"7'-8 1/2"
4'-7
1/2
"
3'-0
"3'-0
"
13'-6
1/2
"
9'-10"9'-10"
2'-0
"
WOOD STEPS & LANDING
PART COVEREDWOOD DECK AND
STEPS
20'-9"12'-9"
1/2" :
FO
OT
SLO
PE
20'-9"
34
'-3"
17'-1
"
19'-8"
LOFT
DN
TOP OF MILLWORK BELOW
36" TALL WALL - GUARDRAIL
OPEN TO BELOW
12'-9" 6'-5"
14'-8
"
21'-
11"
1216
1216
123
12.25
20'-11 1/2"
ASPHALT SHINGLE ROOFS
RUBBERMEMBRANE ROOF
DASHED LINES INDICATE STRUCTURES BELOW
20'-5 1/2"
33'-1
0"
UP
2'-6
1/2
"21'-
7"9
'-9"
5'-5"
2'-9
"
6'-1
"
7'-10" 7'-9"
6'-1
"
UNFINISHED BASEMENT
UN
EXC
AV
ATE
D
LIGHTWELLS
FIRST FLOOR PLAN1/8" = 1'-0"
2
LOFT FLOOR PLAN1/8" = 1'-0"
3
BASEMENT PLAN1/16" = 1'-0"
4ROOF PLAN1/16" = 1'-0"
5
6
7
8
9
• Site verify all dimensions. Report discrepancies to AH Design.
CONCEPTS rev1170824
8/25/2017
430
1 M
AH
ER
AV
E
MELI
SS
A A
ND
JA
CK
GIE
CH
E
MA
DIS
ON
, W
I. 5371
6
CONCEPTS rev1170824
8/25/2017
430
1 M
AH
ER
AV
E
MELI
SS
A A
ND
JA
CK
GIE
CH
E
MA
DIS
ON
, W
I. 5371
6
•Not intended for construction•Furnishings by others. • These documents are the property of Associated Housewrights and are exclusively for Associated Housewright use.
• Larger scaled drawings supersede smaller scale drawings.• Plan views assume walls have first layer of sheathing on each side (see typical sections) unless otherwise noted. • Site verify all dimensions. Report discrepancies to AH Design.
CONCEPTS rev1170824
8/25/2017
430
1 M
AH
ER
AV
E
MELI
SS
A A
ND
JA
CK
GIE
CH
E
MA
DIS
ON
, W
I. 5371
6
FIN. 1ST FLR
0"
FIN. LOFT FLR.
10'-1 1/8"
RIDGE
28'-1"
GARAGE DOOR
-2'-0"
RIDGE
10'-6"
EXISTING GRADE
-2'-4"
30
'-5"
12
16
12.25
123
BASEMENT SLAB
-8'-9 5/8"
6'-6
"
2'-0
"
1'-9
"
LIGHTWELL
ASPHALT ROOFING SHINGLES
WOOD STEPS AND LANDING BLACK LATTICE
WOOD DECK AND STEPS
WHITE VINYL SIDING(TYP)
BLACK WINDOW FRAMES(TYP)
METAL CHIMNEY PIPE
WOOD PORCH STRUCTURE
13.5
'
14.0
'
Plat
of
Surv
ey
15.0
'
15.9
'
22.1
'
22.8
'
18.9
'
18.6
'22
.2'
15.3
'
21.1
'
22.9
'
47.7
'
12.7
'
11.7
'
28.7
'
22.5
'
22.5
'
10.3
'
10.6
'
NW ELEVATION (Davies St.)6
SW ELEVATION 7
NE ELEVATION (Maher Ave.)8
MAHER AVE.
DAVIES ST.
SE ELEVATION 9
•Not intended for construction•Furnishings by others. • These documents are the property of Associated Housewrights and are exclusively for Associated Housewright use.
• Larger scaled drawings supersede smaller scale drawings.• Plan views assume walls have first layer of sheathing on each side (see typical sections) unless otherwise noted. • Site verify all dimensions. Report discrepancies to AH Design.
CONCEPTS rev1170824
8/25/2017
430
1 M
AH
ER
AV
E
MELI
SS
A A
ND
JA
CK
GIE
CH
E
MA
DIS
ON
, W
I. 5371
6
CONCEPTS rev1170824
8/25/2017
430
1 M
AH
ER
AV
E
MELI
SS
A A
ND
JA
CK
GIE
CH
E
MA
DIS
ON
, W
I. 5371
6
1 S
TOR
Y H
OU
SE
DEC
K
ADJACENT H
OUSEPORCH
N 00°16'28" E 108.38'
S 45°2
6'44"
E 80.7
7'
S 48°2
2'05"
W 1
04.71
'
N 48°0
2'00"
E 27.1
5'
13.5
'
14.0
'
S T R E
E T
D A V I E
S
1 1
Plat
of
Surv
ey
SO
LID
IRO
N R
OD
FO
UN
D (0
.75"
Dia
. unl
ess
note
d)
IRO
N P
IPE
FO
UN
D (1
3/8
" Out
side
Dia
m. u
nles
s N
oted
)
IND
ICAT
ES R
EC
OR
DE
D A
SD
ISTA
NC
ES
ARE
ME
AS
UR
ED
TO
TH
E
873.
25
mag
LEG
EN
D
( )
1087
7.49
.75i
r
NE
AR
ES
T H
UN
DR
ED
TH O
F A
FOO
T.
877.
81
ir ca
p
3/4"
x18"
SO
LID
IRO
N R
OD
SE
T1.
50Lb
s./L
INE
AL
FOO
T.
12
879.
31
.75i
r
PR
EP
AR
ED
BY
:IS
THM
US
SUR
VEYI
NG
, LLC
450
NO
RTH
BA
LDW
IN S
TRE
ET
875.
39
ir ca
p
MA
DIS
ON
, WI 5
3703
(608
) 244
.109
0w
ww
.isth
mus
surv
eyin
g.co
m
875.
61
1ip
PR
EP
AR
ED
FO
R:
ASSO
CIA
TED
HO
USE
WR
IGH
TS
MA
DIS
ON
, WI 5
3713
874.
62
1-1/
4"IR
1217
CU
LME
N S
TRE
ET
BEAR S 45°26'44" E PER PREVIOUS SURVEYSMORNING SIDE HEIGHTS, ASSUMED TO
877.
39
gs
NORTHEASTERLY LINE OF LOT 11, BLOCK 16BEARINGS ARE REFERENCED TO THE
S
UR
VE
YO
R'S
CE
RTI
FIC
ATE
I
, Pau
l A. S
petz
, reg
iste
red
land
sur
veyo
r for
Isth
mus
Sur
veyi
ng L
LC,
here
by c
ertif
y th
at w
e su
rvey
ed th
e pr
oper
ty d
escr
ibed
abo
ve a
nd th
at th
e m
ap is
a tr
ue re
pres
enta
tion
ther
eof a
nd s
how
s th
e si
ze a
nd lo
catio
n of
th
e pr
oper
ty, i
t's e
xter
ior b
ound
arie
s. S
aid
surv
ey m
eets
the
min
imum
st
anda
rds
for p
rope
rty s
urve
ys o
f the
Wis
cons
in A
dmin
istra
tive
Cod
e (A
-E7)
and
the
map
her
eon
is c
orre
ct to
the
best
of m
y kn
owle
dge
and
belie
f. T
his
Sur
vey
is s
olel
y fo
r the
use
of t
he p
rese
nt o
wne
rs o
f the
pr
oper
ty a
t the
dat
e be
low
.
Dat
ed th
is 2
9th
Day
of A
ugus
t, 20
17: P
aul A
. Spe
tz, S
252
5
0.00
24 tr
ee
Not
es:
1. B
uild
ing
dim
ensi
ons
and
asso
ciat
ed o
ffset
dis
tanc
es w
ere
mea
sure
d al
ong
the
outs
ide
of th
e si
ding
.2.
Thi
s pa
rcel
may
be
subj
ect t
o, o
r ben
efit
from
, Eas
emen
ts o
r ag
reem
ents
, writ
ten
or o
ther
wis
e, n
ot s
how
n he
reon
.3.
For
refe
renc
e, s
ee p
revi
ous
surv
ey 2
001-
0037
5 by
Not
bohm
, S-1
386
and
surv
ey 2
004-
0044
3 by
Mic
hael
s S
-169
6.
0'
0.00
18 tr
ee
20'
40'
0.00
42 tr
ee87
8.98
gs
877.
55
gs
0.00
30 tr
ee
878.
23
gs
877.
10
gs
877.
92
ep
878.
16
clrd
876.
55cl
rd
876.
09
ep 877.
04
gs
876.
93
gs
875.
41
gs
873.
21
ep
874.
09
ep87
5.00
ep 876.
00
gs
875.
60
clrd
876.
27
gs
876.
85
gs
875.
34gs
86
0.00
bld
0.00
bld
0.00
bld
0.00
bld
0.00
bld
0.00
bld
0.00
set
0.00
set
sir-c
ap
2001
879.
30
sir-
5/8
2012
877.
34
ip-1
.25
2013
877.
36
ip-1
.25
878.
41
sog
879.
03
sog
879.
29
sog
72
0.00
bld
0.00
bld
2023
881.
80
ip1.
5
877.
86
deck
ip1
gs
Par
cel C
onta
ins
M O R N I N
G
S I D E
H E I G H T S
876.
38
gs deck
15.0
'
15.9
'
22.1
'
877.
53
deck
22.8
'
18.9
'
18.6
'
876.
81
gs
22.2
'
872.
86
ep
15.3
'
879.
30
fc
877.
66
sir-.
75
875.
01
gs
873.
53
sog
875.
87
sog
874.
73
sog
0.00
bcor0.
00
boh
891.
98
bcor0.
00
bcor
0.00
bcor
0.00
bcor
875.
23
gs
875.
67
gs
21.1
'
22.9
'
47.7
'
12.7
'
11.7
'
28.7
'
(37.4'
)
(N 00°48' E)
Lega
l Des
crip
tion
of R
ecor
d: D
ocum
ent N
o. 5
3469
09Th
e N
orth
wes
t 81.
0 fe
et o
f Lot
11,
Blo
ck 1
6, M
orni
ng S
ide
Hei
ghts
, in
the
City
of M
adis
on, D
ane
Cou
nty,
Wis
cons
in.
22.5
'
22.5
'
97.99'10.08'
59.83
'
(81.0'
)
M A H E
R
A V E
N U
E
B L O C K
1 6
R E P L A T O F A S U B D I V I S I O N O F A P A R T
O F L A K E E D G E P A R K
B L O C K 1 2
1
5,30
6 S.
F.
0.12
Acr
es 30.6'
21.0'
10.3
'
10.6
'
ADJACENT H
OUSE
30'
30'
6 0'
30'
6 0'
22.5 58.56'
16.11
'Fo
und
0.75
" Sol
id Ir
on R
od, N
50°
12'2
7" E
, 2.1
9'
from
cor
ner
Foun
d 1.
25" S
olid
Iron
Rod
with
cap
, N 4
6°53
'36"
E, 3
.38'
from
corn
er
N 4
2°26
'39"
E7.
45'
N 4
7°21
'22"
W6.
77'
Foun
d 1.
25" S
olid
Iron
Rod
877.
55ff
EXISTING CONDITIONS SITE PLAN10
DEMOLITION PLAN