HomeMy WebLinkAboutPlan, Tentative APPLICANT 3/22/2019(393.23)
to S 87d28'50" E (495.53') - '- -
N 85d27'37- E (
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S 89d40'54" E (476.28')
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List of Drawings
a1 SITE PLAN
a2 FOUNDATION / FRAMING PLAN
a3 FLOOR PLAN
a4 ROOF FRAMING PLAN
a5 SECTIONS A,B,C & D
a6 SECITONS E & F
a7 EXTERIOR ELEVATIONS
P i o t P i a n
I
1" = 100'-0"
L e g a l D e s c r i p t i o n
I MAP NO 17 03 24 00
I TAX LOT NO 00101
PERCENTAGE OF THE LOT
COVERED BY EXIST AND
PROPOSED STRUCTURES = LESS
I THAN 10 % IN UBG (EXISTING !
i BUILDINGS AND DECKS IS EXIST
APPROXIMATELY 8,950 SQUARE ELECT
FEET, SITE IS APPROXIMATELY SERV &
112,220 SQ FEET.) METER
�1
W
0
z
APPROXIMATE LINE OF
FLOOD WAY I
1
APPROXIMATE LINE OF 1
FLOOD PLAIN
EXISTING
BARN
BASE FLOOD ELEVATION
444' — s — — @ 455.00'
SET FINISH FLOOR
approximate _ ® 456.50'
445'— existing
site 445'
contours --
446' exist - — existing fence
I � _ - excavated 446 1 36" wide
447'-
I DETAILED INFROMATION'
t1 447 hard surface 2'x2'x3' deep
448'
o --
—fir --
R 1
v
E
R
I
449'
�-_
�_ —_
ence
— 449 ,
_ 450 4,50.9450
corner elevations
66' of proposed
_ _ _
_�
450',r
p
(393.23)
to S 87d28'50" E (495.53') - '- -
N 85d27'37- E (
! I
I I
1� I
to
u
3
in
l0 1
IN I
I I
! i
I I
S 89d40'54" E (476.28')
1
0
i f m
0
List of Drawings
a1 SITE PLAN
a2 FOUNDATION / FRAMING PLAN
a3 FLOOR PLAN
a4 ROOF FRAMING PLAN
a5 SECTIONS A,B,C & D
a6 SECITONS E & F
a7 EXTERIOR ELEVATIONS
P i o t P i a n
I
1" = 100'-0"
L e g a l D e s c r i p t i o n
I MAP NO 17 03 24 00
I TAX LOT NO 00101
PERCENTAGE OF THE LOT
COVERED BY EXIST AND
PROPOSED STRUCTURES = LESS
I THAN 10 % IN UBG (EXISTING !
i BUILDINGS AND DECKS IS EXIST
APPROXIMATELY 8,950 SQUARE ELECT
FEET, SITE IS APPROXIMATELY SERV &
112,220 SQ FEET.) METER
�1
W
0
z
APPROXIMATE LINE OF
FLOOD WAY I
1
APPROXIMATE LINE OF 1
FLOOD PLAIN
EXISTING
BARN
BASE FLOOD ELEVATION
444' — s — — @ 455.00'
SET FINISH FLOOR
approximate _ ® 456.50'
445'— existing
site 445'
contours --
446' exist - — existing fence
I � _ - excavated 446 1 36" wide
447'-
I DETAILED INFROMATION'
t1 447 hard surface 2'x2'x3' deep
448'
o --
—fir --
,_ _ - _ -
- —
___ __
—fence'
448' path from
parking
test hole for
storm water
I
449'
�-_
�_ —_
ence
— 449 ,
_ 450 4,50.9450
corner elevations
66' of proposed
_ _ _
_�
450',r
p
-''
-�
�"
at
451
building site
existing
electrical
'
f
parking
Proposed
ADU
proposed placement for
Accessory Dwelling
service and (
.APPROXIMATE LINE UBG
/
Pool
'xs'
site adjust
meter
1
Existing
Existing
House �
{
1„
water line
I
452Unit-
w/ 4" HOOK
451'
------ Garage
- _ _1
Floor ® t�6.30'
N
50 amp
xis elect temp.(
4524x'
45204' +1
new 1500 gal septic O
with a mix of
_
I
at panel
I
tank to tie into exist I
--
conifer trees to
drain field 14 -
SET TBM- -�
_ _ __ — —
—
(
ie
o
6 MIL POLY MOISTI
gar ge
gravel drive
\r
replacement
drainfield
0
MARK/GAR. WAL
BARRIER
entry
(
_ _78_
d
1
EXIST
maple
court 1
exis
i�
existing drain field 75'
0
(454.80'
O
10
septic
—
453
a
° O
grave! drive
BACK FILL w/ POSITIVE
10' front yard
setback
(2) –#4 BAR
A
7s
existing fence
N NOV w
SLOPE AWAY FROM
451
6'
O
�
EXIS P
(59 92)
existing asphalt
FOUNDATION IN LIEW
Set Y2" IR
SET H&T
- --
EXCAVATE TO
. ®
°
_- -' ¢
OF PERIMETER DRAIN
(SLOPE A MIN. OF 6"
apron
"BE" at 0
452.14
EXISTING
EXI� I
I) XI 0 °
o
WITHIN THE FIRST 10 FEET)
52.41, ip
5'-0»
38'-0"
87Y-6)/211
FOUNDATION
107'-0"±
LINE
12'-0" HAYDEN BRIDGE RD
Site Plan
1" = 40'-0"
G e n e r a l N o t e s
PROPOSING AN ACCESSORY DWELLING UNIT FOR 2660
HAYDEN BRIDGE RD, SPRINGFIELD, OREGON.
CONNECT THE ACCESSORY DWELLING UNIT TO THE
EXISTING SEPTIC AND DRAINFIELD SYSTEM PER LANE
COUNTY APPROVAL, IVR 509 025 922 937.
APPLICATION TO MEET CITY OF SPRINGFIELD,
FLOODPLAIN OVERLAY DISTRICT DEVELOPMENT
REQUIREMENTS.
PROVIDE UNDERGROUND ELECTRICAL SERVICE AND
METER PER SUB SPECIFICATIONS.
2x6 PONY WALL
Y2"dia x 10" A.B.
72" o.c. U.N.O.
EXTEND EXISTING (WELL) 1" WATER LINE TO ADU.
PROVIDE GAS SERVICE FROM NW NATURAL FROM
HAYDEN BRIDGE PER SPECIFICATION.
ALL MECHANICAL EQUIPMENT TO BE ABOVE "BFE" OR
PROTECTED FROM WATER DAMAGE.
OUTDOOR STORAGE AND GARBAGE AREAS TO BE
SCREENED FROM ADJACENT PROPERTIES.
OUTSIDE OF PROPOSED BUILDING LOCATION, THE SITE
FOR THE ADU IS PREDOMINATELY LANDSCAPED WITH
CONIFERS AND DECIDUOUS SPECIES OF CANADIAN
BOREAL FOREST AND A HEDGE OF DENSE HOLLY
ALONG THE SOUTH PROPERTY LINE– TO REMAIN.
1I:111MARY-iyCENTERLINE of HAYDEN BRIDGE ROAD'
�1►1
3/4" = 1'-0"
16"
VP
REFER TO FOUNDATION PLAN SHT a2
SHT
0
I
0
M
S T R I P F O O T I N G
3/4" = 1'-0"
t
JOHN
TUTfLE
DESIGN
JOHN TUTTLE
329 5th STREET
SPRINGFIELD, OR
9 7 4 7 7
(541) 726 . 5121
johntuttledesign@gmail.com
t�
.OMarch 20, 2019
0
I DETAILED INFROMATION'
1
CONTINUOUS #4
HORIZ. TOP BAR
.APPROXIMATE LINE UBG
#4 VERT BAR @ 4f
�
I
w/ 4" HOOK
site is populated
�
N
with a mix of
I
deciduous and—
conifer trees to
_ _ __ — —
—
(
6 MIL POLY MOISTI
250'± remain 65,±
1
BARRIER
110'
(
d
EXIST
PROPOSED
i�
WELL
ADU
10
a
° O
BACK FILL w/ POSITIVE
(2) –#4 BAR
A
7s
O
N NOV w
SLOPE AWAY FROM
��
6
CONTINUOUS
�
EXIS P
(59 92)
FOUNDATION IN LIEW
EXCAVATE TO
HOUSSEPTI
E
°
w
;� o
OF PERIMETER DRAIN
(SLOPE A MIN. OF 6"
12"
UNDISTURBED SOIL
MIN
EXISTING
EXI� I
I) XI 0 °
o
WITHIN THE FIRST 10 FEET)
n o Holl °Z'
FOUNDATION
LINE
S 89d 5 E 01P,
1I:111MARY-iyCENTERLINE of HAYDEN BRIDGE ROAD'
�1►1
3/4" = 1'-0"
16"
VP
REFER TO FOUNDATION PLAN SHT a2
SHT
0
I
0
M
S T R I P F O O T I N G
3/4" = 1'-0"
t
JOHN
TUTfLE
DESIGN
JOHN TUTTLE
329 5th STREET
SPRINGFIELD, OR
9 7 4 7 7
(541) 726 . 5121
johntuttledesign@gmail.com
t�
.OMarch 20, 2019
0