HomeMy WebLinkAboutPlan, Tentative APPLICANT 7/24/2017A
' I
160' NORTH TO
GO� 0� FIRE HYDRANT CURB INLET
kgs' i RIM ELEV=483.39
12" FL S=480.55 G G G G
�L : I. •� G G GO G G GO
_ A � ...,. _..._,...,.. GSE g � _ :.: �`,... UE.. � � _ .......I :� k --fir 1f' °' {E ti ti
-11, GO
o `CONC. SIDEWALK k. G
• , ., s ti N I . ',�,. '� •£ _ $° �, • to �• ,. , , �• ,t, .. . ,�
CONC. SIDEWALK 6 Illy
� o
�+1 G $ � I G S` J� �, l 91
G �G iM' STM MN G G G 25.00' 9g �` FGG GG G.< `` �y.
F RIM ELEV=483.35 G G G RIM ELEV=483.88
� G�' �G G�' �, $G� y`� G� i 12" FL N=480.44 N0� ��4�'1 Gv ��. G� 0r°�6r° �k I t
k0� cjtL k� �6 c' a h k� e f 12" FL S=480.43 �' "�' sr „h• k '1 h I �\. "WW MN
.�• G> �.,,....,..,..,,......, ..,., yA �,,�...... SD Dc� k0 D� 1j1 Dc� DRQ 1� r ' _ 24 FL N=477.35
12" FL W=480.37 - p0 k0 _ ';.G 24" FL S=477.44
- -
- -
I
• �� G�' ' X 50.43' R/W �`.�._..........�_... } � �k 24 FL E-432.45
�� v r w.
�F FG G GJ GJ ; . W k� �„ Jq.. r. CURB INLET
�160r�a�RIM
ti 0 6 k 120 EL W
4.3 �k 056 25.43' �g �g �0 y6 06 JL
{ 12 FL W=480.36
: $
�, D� 1 RESERVE STRIP k 0� k� pQ� k0� qk,
Y i I
WW MH
,a., o tY�J • .6 . � , a •,x a ,. fit, } 4 3
-549'53'10'E .`78.1®.#. ' CONC. SIDEWALK `A i cS : L.. f RIM ELEV=484.03
"
°
G• a.
8" FL N=474.73
8 FL S=474.64
0�0 6 0 0 CURB INLET _ x .m s 0k �. "
k0'b gra
4$1,G kG RIM ELEV=482.87 _:...... ..._........ .4 t-•- GO 1 k`LO s k 3¢ 8" FL E=474.75
k ��0 12" FL N=479.97 BANK OF 3 f i k� Q.
k0 D� " WATER `METERS k0
4 FL S=481.39
4F1;HAlN 3.5' CHAIN LINK FENCES V
INK FENCE 2 , OIG
1b 110
;'� k$ k�5• � kOk �' • k'j
Xa
' f , 10' PUE` X
TL 609 . ff (PER PIAT) 4 CHAIN LINK FENCE
PARCEL 1,
LPPN , . S� ' R
2008-P2193
6 WOOD FENCE X G0�
X kgk9 k� k0�0 ? r�k. k$k.
X
HOUSE TO
BE REMOVED
TL 603
PARCEL 3, X06' . . �g,`0�'
LPPN ,.° Gc�P G� f X I
2008-P2193 P'®
. ......
Pili'
0.4'
.Q
6' WOOD FENCE
FIRE HYDRANT
156' WEST & 9' SOUTH X X
OF SW PROPERTY CORNER.
G =' N89'27 26"W 77.92
.......................... _ QG W z........ W _ ._.. .
_. .
0'y6 { 4118 s Ms
Av
WW MH k� 6P t .. .. �. •� .. k�
205' WEST & 30' SOUTH 1 �'
OF SW PROPERTY CORNER. 6 P 6
RIM ELEV=485.20 j� 60 R/W byATO D T
8" FL W=479.39 P,. , ,.,» ,...,. Yc�� " 1V 1..1.►...,� 1�L jam
8" FL E=479.48^)
���,�#I kgy 0y
�P 4 t
TAX MAP. 18-02-06-11, TAX LOT; 500 I
TL 400
LOT 1
H.F. FRANKLIN
ADDITION
4.17'
" CHAIN LINK FENCE
AREA DRAIN
RIM ELEV=484.67
12" FL S=481.49
0.6'
z kiw
W _.
_ ._ ._.PG__
W
_._....._...............
_... ..
k
\k
Q
ti
EDGE OF ASPHALT
EDGE OF PAVEMENT ELEVATION
G `- """w" GAS LINE
k�g�F.
x
TL 602
STORMWATER LINE
G
ON°-
..
TOP FACE OF CURB ELEVATION
PARCEL 2,
LPPN
ky9•
;
o
,
SHOP
:....,
TL 500
ti
keg.
G
2008-P2193
'
N
f
_ �
BUILDING
.: ��
i LOT 2
x
to
0144 .................
f
`
TO BE
•`
AF, FRANKLIN
- •••••.•- • -;i ••
- CONTOUR LINE
o
TOP OF CONCRETE ELEVA77ON
REMOVED
'.:
ADDITION
N
FENCE LINE
xk�
DENOTES UNE CONTINUES
0
ky°'•
GROUND ELEVATION
f
x
X
WATER METER
4 t
DRIVEWAY
�)
WATER VALVE
*fit}
A
DA RAMP
DSI
HOSE BIB
v
GUY WIRE
-°
CONCRETE
-f-
ELECTRIC POLE
0
GRAVEL
••-••
LIGHT POLE WITH ARM
EXISTING BUILDING
LO
ELECTRIC METER
Q
TELEPHONE RISER
PUE
PUBLIC UTILITY EASEMENT
so
STORMWATER MANHOLE
R/W
RIGHT OF WAY
®
AREA DRAIN
i
k0y
�
CURB INLET
�. e
Y�,..>
DECIDUOUS TREE
0
`
` Si
x
3.8610
®
HOUSE TO
BE REMOVED
TL 603
PARCEL 3, X06' . . �g,`0�'
LPPN ,.° Gc�P G� f X I
2008-P2193 P'®
. ......
Pili'
0.4'
.Q
6' WOOD FENCE
FIRE HYDRANT
156' WEST & 9' SOUTH X X
OF SW PROPERTY CORNER.
G =' N89'27 26"W 77.92
.......................... _ QG W z........ W _ ._.. .
_. .
0'y6 { 4118 s Ms
Av
WW MH k� 6P t .. .. �. •� .. k�
205' WEST & 30' SOUTH 1 �'
OF SW PROPERTY CORNER. 6 P 6
RIM ELEV=485.20 j� 60 R/W byATO D T
8" FL W=479.39 P,. , ,.,» ,...,. Yc�� " 1V 1..1.►...,� 1�L jam
8" FL E=479.48^)
���,�#I kgy 0y
�P 4 t
TAX MAP. 18-02-06-11, TAX LOT; 500 I
TL 400
LOT 1
H.F. FRANKLIN
ADDITION
4.17'
" CHAIN LINK FENCE
AREA DRAIN
RIM ELEV=484.67
12" FL S=481.49
CURB INLET
RIM ELEV=485.24
12" FL N=481.50
12" FL E=481.40
W
C
a�
W
E-412
A
i � s
j mg
0
v0k� �G GONG
k
k
01b 01
10kOkg 6A cid
CJ �G
G �k
i�
I ;
k0� • "' G
;FFG �k kgs
A
M
WW MH
kOk�k %N RIM EV=485.18
/! 8 FL W=480.45
+ 8" FL SE=480.50
k0 pr0 ."
�G �h• PG � ��y,
k40 %�� GONG
>G f 5�5
b010
k CURB INLET
A, g`�0 ' ` k00RIM ELEV=485.29
p� f 2 FL W=480.06
G Q
0
k0y V 14P
zZ•
t R
GRAPHIC SCALE
0 10 20 40
(1" = 20')
LEGEND
C: ...........................................
z kiw
W _.
_ ._ ._.PG__
W
_._....._...............
_... ..
k
\k
Q
ti
EDGE OF ASPHALT
CURB INLET
RIM ELEV=485.24
12" FL N=481.50
12" FL E=481.40
W
C
a�
W
E-412
A
i � s
j mg
0
v0k� �G GONG
k
k
01b 01
10kOkg 6A cid
CJ �G
G �k
i�
I ;
k0� • "' G
;FFG �k kgs
A
M
WW MH
kOk�k %N RIM EV=485.18
/! 8 FL W=480.45
+ 8" FL SE=480.50
k0 pr0 ."
�G �h• PG � ��y,
k40 %�� GONG
>G f 5�5
b010
k CURB INLET
A, g`�0 ' ` k00RIM ELEV=485.29
p� f 2 FL W=480.06
G Q
0
k0y V 14P
zZ•
t R
GRAPHIC SCALE
0 10 20 40
(1" = 20')
LEGEND
ALL DISTANCES SHOWN ARE IN FEEL
CONTOUR INTERVAL = 1 FOOT
NOTES
1. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE BASED ON A
COMBINATION OF VISIBLE FACILITIES LOCATED ABOVE GROUND,
AS -BUILT DRAWINGS, AND UTILITY LOCATE MARKS. NO CERTIFICATION
IS MADE TO ACTUAL LOCATION OF UNDERGROUND U77LMES.
DATUMS (GPS DERIVED)
HORIZONTAL - OREGON COORDINATE REFERENCE SYSTEM
EUGENE PROJECTION NAD 83 2011 (EPOCH 2010)
VERTICAL - NAVD 88 GEOID 124
LEGEND
FIRE HYDRANT
® BUS STOP
MT VERNON
ELEMENTARY
SCHOOL
li�MVQU#
SITE DATA
ZONING
LD - LOW DENSITY RESIDENTIAL
EXISTING USE
SINGLE FAMILY RESIDENTIAL
OWNER & APPLICANT:
STEVE FRIEDMAN
WJF, LLC
11948 E. GOLD DUST AVENUE
SCOTTSDALE, ARIZONA 85259
SITE ADDRESS:
4082 NORTH STREET
SPRINGFIELD, OR 97478
SITE:
TAX LOT 500
15,825 S4. FT.
0.36 ACRES
FLOOD ZONE
BASED ON FLOOD INSURANCE RATE MAP NO.
41039C1162 F, WITH AN EFFECTIVE DATE OF
SEPTEMBER 27, 1985, THIS PROPERTY IS LOCATED IN
ZONE "X" AND IS OUTSIDE THE 500 YEAR FLOODWAY.
z
10.
N
SOIL TYPES
ACCORDING TO THE SOILS SURVEY OF LANE
COUNTY, THE EXISTING SOILS ARE.
(25) CHAPMAN-URBAN LAND COMPLEX
WEUHEAD PROTECTION
AS ILLUSTRATED IN THE WELLHEAD PROTECTION AREAS
MAP, THE SUBJECT PROPERTY IS LOCATED IN THE
ZONE OF CONCENTRATION (99 YR. TOT) TO MALA.
fi1P�-
G
mio v ,
FYI
10. _�_
ranch
MG IN E E R I NG,a
Since 1977
civil - transportation
structural • geotechnical
SURVEYING
310 5th Street
Springfield, OR 97477
_. p: 541.746„0637�-
www. Branch Eng ineering.com
Springfield OR i Salem OR
��RED PROFFs
#69162PE� r
Digitally sign
,enee Clough Clough
Date: 2017.07. •t7-07.00'
OREGON
v92UgRY 10,
EXPIRES: DECEMBER 30, 2017
project title:
revisions:
date: JULY 21, 2017
drawn by: JLD
designer: DAN
project no: 16-369
EXISTING
CONDITIONS
SURVEY
sheet:
PROPERTY LINE
ADJOINER PROPERTY LINE
°��
CENTERLINE OF ROAD
x
CURB
Q
EDGE OF ASPHALT
EDGE OF PAVEMENT ELEVATION
G `- """w" GAS LINE
k�g�F.
x
V0 -
STORMWATER LINE
G
ON°-
WASTEWATER LINEo
TOP FACE OF CURB ELEVATION
ky9•
_._ bar _...._..._..._ _ WATER LINE
x 4
G
......... UE ...........
.- UNDERGROUND ELECTRICAL UNE
G
T
TELEPHONE LINE
kh9
CURB CUT ELEVATION
x
0144 .................
OVERHEAD WIRES
OCG
G
- •••••.•- • -;i ••
- CONTOUR LINE
o
TOP OF CONCRETE ELEVA77ON
FENCE LINE
xk�
DENOTES UNE CONTINUES
0
ky°'•
GROUND ELEVATION
FIRE HYDRANT
x
WR
WATER METER
4 t
DRIVEWAY
�)
WATER VALVE
*fit}
A
DA RAMP
DSI
HOSE BIB
v
GUY WIRE
-°
CONCRETE
-f-
ELECTRIC POLE
0
GRAVEL
••-••
LIGHT POLE WITH ARM
EXISTING BUILDING
LO
ELECTRIC METER
Q
TELEPHONE RISER
PUE
PUBLIC UTILITY EASEMENT
so
STORMWATER MANHOLE
R/W
RIGHT OF WAY
®
AREA DRAIN
CURB INLET
�. e
Y�,..>
DECIDUOUS TREE
`
` Si
®
WASTEWATER MANHOLE
O
WASTEWATER CLEANOUT
SIGN
ALL DISTANCES SHOWN ARE IN FEEL
CONTOUR INTERVAL = 1 FOOT
NOTES
1. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE BASED ON A
COMBINATION OF VISIBLE FACILITIES LOCATED ABOVE GROUND,
AS -BUILT DRAWINGS, AND UTILITY LOCATE MARKS. NO CERTIFICATION
IS MADE TO ACTUAL LOCATION OF UNDERGROUND U77LMES.
DATUMS (GPS DERIVED)
HORIZONTAL - OREGON COORDINATE REFERENCE SYSTEM
EUGENE PROJECTION NAD 83 2011 (EPOCH 2010)
VERTICAL - NAVD 88 GEOID 124
LEGEND
FIRE HYDRANT
® BUS STOP
MT VERNON
ELEMENTARY
SCHOOL
li�MVQU#
SITE DATA
ZONING
LD - LOW DENSITY RESIDENTIAL
EXISTING USE
SINGLE FAMILY RESIDENTIAL
OWNER & APPLICANT:
STEVE FRIEDMAN
WJF, LLC
11948 E. GOLD DUST AVENUE
SCOTTSDALE, ARIZONA 85259
SITE ADDRESS:
4082 NORTH STREET
SPRINGFIELD, OR 97478
SITE:
TAX LOT 500
15,825 S4. FT.
0.36 ACRES
FLOOD ZONE
BASED ON FLOOD INSURANCE RATE MAP NO.
41039C1162 F, WITH AN EFFECTIVE DATE OF
SEPTEMBER 27, 1985, THIS PROPERTY IS LOCATED IN
ZONE "X" AND IS OUTSIDE THE 500 YEAR FLOODWAY.
z
10.
N
SOIL TYPES
ACCORDING TO THE SOILS SURVEY OF LANE
COUNTY, THE EXISTING SOILS ARE.
(25) CHAPMAN-URBAN LAND COMPLEX
WEUHEAD PROTECTION
AS ILLUSTRATED IN THE WELLHEAD PROTECTION AREAS
MAP, THE SUBJECT PROPERTY IS LOCATED IN THE
ZONE OF CONCENTRATION (99 YR. TOT) TO MALA.
fi1P�-
G
mio v ,
FYI
10. _�_
ranch
MG IN E E R I NG,a
Since 1977
civil - transportation
structural • geotechnical
SURVEYING
310 5th Street
Springfield, OR 97477
_. p: 541.746„0637�-
www. Branch Eng ineering.com
Springfield OR i Salem OR
��RED PROFFs
#69162PE� r
Digitally sign
,enee Clough Clough
Date: 2017.07. •t7-07.00'
OREGON
v92UgRY 10,
EXPIRES: DECEMBER 30, 2017
project title:
revisions:
date: JULY 21, 2017
drawn by: JLD
designer: DAN
project no: 16-369
EXISTING
CONDITIONS
SURVEY
sheet:
x t.3
33 _.
\' € NORTH TO
.
w160'
1= FIRE HYDRANT CURB INLET
..##
\' ` RIM ELEV=483.39
3
12" FL S=480.55
.. ........................ W UE
f, \'s''�� ""\`'`_,. ,h..,.. .,.. r ,•,,.;,�. ,.-,,..�, ..,,,,...,,, ...,.�-....- ". K 'rte" ,>•-r>-'
r.
` �•'t> :. }fV#} 'A".3 tl Cr =.r, fir, r.
....,.. < „��.. ..,.,;.. �.. z i3 T •a �' :,p .tV :.t. '\o litis.� ..,r�
_moi :. • t.s.,
.: � n � ,,yo � ,<+• 1 ,��..\ � .+f> • ,.•.lt..)i`�i?,.�1 � �+ •gyp ,_
Yi fi, r 5 E•. >
(ING '":.r=i, >,,rt:, ': ,. 7�.5:: ,_...-:�_2�. ..,,�, '____ _,,,,. n.,,.. ......,. ,..t:..••.• .... ....... ....... ..a.,,,,.,.-.� ,,.»» ...,.... ,..,.,, ..,.,,. ..,..... ....,.. ,.,..... .,..,,. ....... .,.,,.. .,..,.,,..,.,..........:::,1,,,�.,,.
_,......,_.,_ 1 1.,
,..... ( ����";•'.� STM MH .:,'...
RIM ELEV=483.35 25.00
3 € 12' FL N=480.44
$7IN, gp � 12" FL S=480.43
I
12n FL W=480.37
�=WOOD DJ 50.43' R/W
��
PROPOSED PROPOSED
I WEEPHOLE WW LATERAL
�yw LOCATION 25.43'
RESERVE
1
STRIP PROPOSED FOR RELOCATION
li
C
.. »._.,..: dam."' '
.. 3>
„ \ i S "4'M
„
\• i• a f, .3.5x.3 '', '"S. .d " O rr#.
'���.ca' a Mam..�\f r a#r3i".Tr=,. 3 0
{#� S 953 90 E 78. ifs=' :.t,,,{„ 5=, .3 it, ...a bui:x�
a
.w 3�;a„?�•�`.
CURB INLET 20.00 w (14' -_.48 J1 4.
RIM ELEV=482.87 5.4 r---
12" FL N=479.97 BANK OF 3 t
WATER METERS
4" FL S=481.39 ,`•-
PROPOSED ELECTRICAL 4��MAIN /PROPOSED 18 = 3.5' CHAIN LINK FENCE
CONNECTION PARCEL 1 w, SINK FENCE AC DRIVEWAY a
PROPOSED ELECTRICAL
j w Y CONNECTION PARCEL 2
Cna
10' PUE a co
7L 609F` PER PLAT) o � 0 4' CHAIN LINK FENCE
PARCEL 1, CL
LPN'f LO
2008P P2193 o PARCEL 1 W
o�0 4,529 SF N FIRE
PROPOSED
REPOSEDD NOSIGPARKING
LANE6' WOOD FENCE o .
TL 602
PARCEL 2,
LPPN
2008-P2193
0.6'
WW MH
I �
LOT 2
1
lo
11.1' i•----
"
M
ADDITION
f 3
i
N
i
RIM ELEV=484.18
PARCEL 2
>
1, 9
N89 53'10"1
•'
o;I+
33
'
SHOP
ELECTRIC POLE
N
EDGE OF ASPHALT
O
BUILDING
(, ....... .......
lo
o
r`•`
TO BE
STORMWATER LINE
Q
li
;
REMOVED
®
N
!x
#
WATER LINE
O
DRIVEWAYS
UE - - ---
UNDERGROUND ELECTRICAL LINE
3
TELEPHONE LINE
GG
ADA RAMP
- - - OHW
OVERHEAD WIRES
CONCRETE
10.3'`
CONTOUR LINE
N
V€
GRAVEL
U)
FENCE LINE
: a
UJ
F
PUBLIC UTILITY EASEMENT
Z- DENOTES LINE CONTINUES
Mi
a
W
0
TL 500
WW MH
I �
LOT 2
1
24' FL N=477.35
N.F. FRANKLIN
"
M
ADDITION
f 3
i
N
i
RIM ELEV=484.18
PARCEL 2
>
1, 9
WW MH
•'
6,775 SF
33
a
8 FL N=474.73
=4'
ELECTRIC POLE
...............................
EDGE OF ASPHALT
O
1
.I
(, ....... .......
GAS LINE
o
STORMWATER MANHOLE
SYN
STORMWATER LINE
Q
CURB INLET
3.86' -Om-
WASTEWATER LINE
®
lo
. ... H110
OUSE�TO./BE REMO
1.N69'27 26'W 77.97 i
TL 603 # 3 r
f i /
PARCEL 3, .
LPPN _ r i . ........ € r
2008-P2193
♦ `L
+PARCEL 306
rr�
f .. 4,521 SF
;.
' Ir . s L °t. m
a nw�•
0.4' -
,PROPOSED 18'
6' WOOD FENCE ' AC DRIVEWAY/k
FIRE HYDRANT
156' WEST & 9' SOUTH MAILBOXES TO `/
OF SW PROPERTY CORNER. BE RELOCATED \ J. N89.2726"W 17792
)1 �
Aa`. b •e. c • .
' d d • 6 �t1 O
t............................................... t............ . ,
t \ I BMB® r'. a y\
WW MH .................. '
205' WEST & 30' SOUTH �.... �.....�`_\. �........ �.. �.
OF SW PROPERTY CORNER. 60' R/W 1
RIM ELEV=485.20 t kR ff STREET
8" FL W=479.39 �. ,..., . ,, ,,..,,.,,,-s�o� na ,, ., ,,,,, . ,,,,, �.,m�
8" FL E=479.48 �,� � INV
n�n,�,.�„�,..�,.,�n.,..�.�,,,'�•�.
TL 400
LOT 1
H.F. FRANKLIN
ADDITION
4.17'
" CHAIN LINK FENCE
3;4•9Tf)]
AREA DRAIN
RIM ELEV=484.67
12" FL S=481.49
.,,,_ �a,�................................................... 011
W
- - .,w .........:....... Iu ; .._.................
.
PROPOSED 5' SIDEWALK
AND SWALE i
CURB INLET
RIM ELEV=485.24
12' FL N=481.50
12" FL E=481.40
TAX MAP: 18-02-06-11, TAX LOT.• 500
C
I W
x
1 3 a I 8 FL E-474.75
WW MH
I �
RIM ELEV=483.88
1
24' FL N=477.35
'
24" FL S=477.44
UM
24" FL E=432.45
f 3
i
CURB INLET
I
RIM ELEV=484.18
12" FL W=480.36
>
1, 9
WW MH
•'
RIM ELEV=484.03
33
a
8 FL N=474.73
-IF
ELECTRIC POLE
...............................
EDGE OF ASPHALT
1 3 a I 8 FL E-474.75
i
EXISTING
I �
�'.
•fit L
j ��
Ilk
Z
UM
PLAT BOUNDARY
f 3
i
�
I
ADJOINER PROPERTY LINE
t C
icC`S
€ •:xa.
�F
3
• :. .. ,.. ,� w
CURB
-IF
ELECTRIC POLE
...............................
EDGE OF ASPHALT
I;i
1
.I
(, ....... .......
GAS LINE
sD
STORMWATER MANHOLE
SYN
STORMWATER LINE
i
EXISTING
I �
z
s
f
NEW PROPERTY UNE
Ilk
Z
UM
PLAT BOUNDARY
f 3
i
�
I
ADJOINER PROPERTY LINE
t C
- -
EASEMENT LINE
�F
3
• :. .. ,.. ,� w
W
I%*
05
ti
11r'�F
x i
I � i
s .
€
_
i•
2C 3
M
WW MH
RIM ELEV=485.18
8' FL W=480.45
? 8 FL SE=480.50
�a=
EXISTING
JUT
JOINT UTILITY TRENCH
- • - - -
NEW PROPERTY UNE
WW
Z
UM
PLAT BOUNDARY
®
WATER METER
>111111111111
ADJOINER PROPERTY LINE
t C
- -
EASEMENT LINE
�F
3
• :. .. ,.. ,� w
CURB
-IF
ELECTRIC POLE
...............................
EDGE OF ASPHALT
I;i
3• e.
CURB INLET
RIM ELEV=485.29
12" FL W=480.06
GRAPHIC SCALE
0 10 20 40
(1"=20')
11I1P101A
N
LEGEND
-e> FIRE HYDRANT
® BUS STOP
N
MT VERNON
ELEMENTARY
SCHOOL
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NOT TO SCALE
1. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE BASED ON A
COMBINATION OF VISIBLE FACILITIES LOCATED ABOVE GROUND,
AS -BUILT DRAWINGS, AND UTILITY LOCATE MARKS. NO CERTIFICATION
IS MADE TO ACTUAL LOCATION OF UNDERGROUND UTILITIES.
DATUMS (GPS DERIVED)
HORIZONTAL - OREGON COORDINATE REFERENCE SYSTEM - EUGENE PROJECTION
VERTICAL - NAVD 88
SITE DATA
ZONING
LD - LOW DENSITY RESIDENTIAL
EXISTING USE
SINGLE FAMILY RESIDENTIAL
OWNER & APPLICANT:
STEVE FRIEDMAN
WJF, LLC
11948 E. GOLD DUST AVENUE
SCOTTSDALE, ARIZONA 85259
SITE ADDRESS:
4082 NORTH STREET
SPRINGFIELD, OR 97478
SITE:
TAX LOT 500
15,825 SO. FT.
0.36 ACRES
NOTES:
1. ALL PUBLIC IMPROVEMENTS SHALL BE PRIVATELY
CONSTRUCTED.
2. ANY PROPOSED NEW UTILITY SERVICE
CONNECTIONS SHALL BE LOCATED UNDERGROUND
AND SHALL COMPLY WITH CITY OF SPRINGFIELD
STANDARDS.
3. THE NEAREST BUS STOP IS AT THE SOUTH SIDE
OF MAIN, WEST OF 41ST STREET.
FLOOD ZONE
BASED ON FLOOD INSURANCE RATE MAP NO.
41039C1162 F, WITH AN EFFECTIVE DATE OF
SEPTEMBER 27, 1985, THIS PROPERTY IS LOCATED IN
ZONE "X" AND IS OUTSIDE THE 500 YEAR FLOODWAY.
SOIL TYPES
ACCORDING TO THE SOILS SURVEY OF LANE
COUNTY, THE EXISTING SOILS ARE.
(25) CHAPMAN-URBAN LAND COMPLEX
WELLMEAD PROTECTION
AS ILLUSTRATED IN THE WELLHEAD PROTECTION AREAS
MAP, THE SUBJECT PROPERTY IS LOCATED IN THE
ZONE OF CONCENTRATION (99 YR. TOT) TO MALA.
STORMWATER NOTES
1. PARCEL 1 WILL DIRECT STORMWATER TO STREET VIA A
WEEPHOLE
2. PARCEL 2 AND PARCEL 3 WILL DIRECT ROOF RUNOFF TO
SOAKAGE TRENCHES. SOAKAGE TRENCHES WILL BE
LOCATED AND SIZED DURING BUILDING PERMIT PROCESS.
3. DRIVEWAY RUNOFF WILL SHED TO GRASSY AREAS.
le C00 y
t I I -I- oa"\)�Z-
F&V +i _h �I ab vc
5�6vt �YitAM.A' -
Date Received
JUL 2.kd,
Original Submival
ranch
�"�
GINEERING.E-
_N_
Since 1977
civil - transportation
structural - geotechnical
SURVEYING
310 5th Street
Springfield, OR 97477
p: 541.746.0637
www.BranchEngineering.com
Springfield OR I Salem OR
REGISTERED
PROFESSIONAL
LAND SURVEYOR
Digitally signed by Daniel A. Nelson
OREGON
MAY 12, 2011
DANIEL ADAM NELSON
84832PLS
EXPIRES: December 31, 2018
project title:
ce
EXISTING
JUT
JOINT UTILITY TRENCH
- • - - -
NEW PROPERTY UNE
WW
FIRE HYDRANT
UM
PLAT BOUNDARY
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WATER METER
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WATER LINE
DRIVEWAYS
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UNDERGROUND ELECTRICAL LINE
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OVERHEAD WIRES
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PROPOSED
1. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE BASED ON A
COMBINATION OF VISIBLE FACILITIES LOCATED ABOVE GROUND,
AS -BUILT DRAWINGS, AND UTILITY LOCATE MARKS. NO CERTIFICATION
IS MADE TO ACTUAL LOCATION OF UNDERGROUND UTILITIES.
DATUMS (GPS DERIVED)
HORIZONTAL - OREGON COORDINATE REFERENCE SYSTEM - EUGENE PROJECTION
VERTICAL - NAVD 88
SITE DATA
ZONING
LD - LOW DENSITY RESIDENTIAL
EXISTING USE
SINGLE FAMILY RESIDENTIAL
OWNER & APPLICANT:
STEVE FRIEDMAN
WJF, LLC
11948 E. GOLD DUST AVENUE
SCOTTSDALE, ARIZONA 85259
SITE ADDRESS:
4082 NORTH STREET
SPRINGFIELD, OR 97478
SITE:
TAX LOT 500
15,825 SO. FT.
0.36 ACRES
NOTES:
1. ALL PUBLIC IMPROVEMENTS SHALL BE PRIVATELY
CONSTRUCTED.
2. ANY PROPOSED NEW UTILITY SERVICE
CONNECTIONS SHALL BE LOCATED UNDERGROUND
AND SHALL COMPLY WITH CITY OF SPRINGFIELD
STANDARDS.
3. THE NEAREST BUS STOP IS AT THE SOUTH SIDE
OF MAIN, WEST OF 41ST STREET.
FLOOD ZONE
BASED ON FLOOD INSURANCE RATE MAP NO.
41039C1162 F, WITH AN EFFECTIVE DATE OF
SEPTEMBER 27, 1985, THIS PROPERTY IS LOCATED IN
ZONE "X" AND IS OUTSIDE THE 500 YEAR FLOODWAY.
SOIL TYPES
ACCORDING TO THE SOILS SURVEY OF LANE
COUNTY, THE EXISTING SOILS ARE.
(25) CHAPMAN-URBAN LAND COMPLEX
WELLMEAD PROTECTION
AS ILLUSTRATED IN THE WELLHEAD PROTECTION AREAS
MAP, THE SUBJECT PROPERTY IS LOCATED IN THE
ZONE OF CONCENTRATION (99 YR. TOT) TO MALA.
STORMWATER NOTES
1. PARCEL 1 WILL DIRECT STORMWATER TO STREET VIA A
WEEPHOLE
2. PARCEL 2 AND PARCEL 3 WILL DIRECT ROOF RUNOFF TO
SOAKAGE TRENCHES. SOAKAGE TRENCHES WILL BE
LOCATED AND SIZED DURING BUILDING PERMIT PROCESS.
3. DRIVEWAY RUNOFF WILL SHED TO GRASSY AREAS.
le C00 y
t I I -I- oa"\)�Z-
F&V +i _h �I ab vc
5�6vt �YitAM.A' -
Date Received
JUL 2.kd,
Original Submival
ranch
�"�
GINEERING.E-
_N_
Since 1977
civil - transportation
structural - geotechnical
SURVEYING
310 5th Street
Springfield, OR 97477
p: 541.746.0637
www.BranchEngineering.com
Springfield OR I Salem OR
REGISTERED
PROFESSIONAL
LAND SURVEYOR
Digitally signed by Daniel A. Nelson
OREGON
MAY 12, 2011
DANIEL ADAM NELSON
84832PLS
EXPIRES: December 31, 2018
project title:
ce
EDGE OF ASPHALT
JUT
JOINT UTILITY TRENCH
- • - - -
SWALE
WW
WASTEWATER CONNECTION
UM
5' CONCRETE SIDEWALK
s a• ' '
'
>111111111111
4 a
SIGN
®
ELECTRICAL CONNECTION
FLOW
STREET TREE
ALL DISTANCES SHOWN ARE IN FEET.
CONTOUR INTERVAL
= 1 FOOT
NOTES
1. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE BASED ON A
COMBINATION OF VISIBLE FACILITIES LOCATED ABOVE GROUND,
AS -BUILT DRAWINGS, AND UTILITY LOCATE MARKS. NO CERTIFICATION
IS MADE TO ACTUAL LOCATION OF UNDERGROUND UTILITIES.
DATUMS (GPS DERIVED)
HORIZONTAL - OREGON COORDINATE REFERENCE SYSTEM - EUGENE PROJECTION
VERTICAL - NAVD 88
SITE DATA
ZONING
LD - LOW DENSITY RESIDENTIAL
EXISTING USE
SINGLE FAMILY RESIDENTIAL
OWNER & APPLICANT:
STEVE FRIEDMAN
WJF, LLC
11948 E. GOLD DUST AVENUE
SCOTTSDALE, ARIZONA 85259
SITE ADDRESS:
4082 NORTH STREET
SPRINGFIELD, OR 97478
SITE:
TAX LOT 500
15,825 SO. FT.
0.36 ACRES
NOTES:
1. ALL PUBLIC IMPROVEMENTS SHALL BE PRIVATELY
CONSTRUCTED.
2. ANY PROPOSED NEW UTILITY SERVICE
CONNECTIONS SHALL BE LOCATED UNDERGROUND
AND SHALL COMPLY WITH CITY OF SPRINGFIELD
STANDARDS.
3. THE NEAREST BUS STOP IS AT THE SOUTH SIDE
OF MAIN, WEST OF 41ST STREET.
FLOOD ZONE
BASED ON FLOOD INSURANCE RATE MAP NO.
41039C1162 F, WITH AN EFFECTIVE DATE OF
SEPTEMBER 27, 1985, THIS PROPERTY IS LOCATED IN
ZONE "X" AND IS OUTSIDE THE 500 YEAR FLOODWAY.
SOIL TYPES
ACCORDING TO THE SOILS SURVEY OF LANE
COUNTY, THE EXISTING SOILS ARE.
(25) CHAPMAN-URBAN LAND COMPLEX
WELLMEAD PROTECTION
AS ILLUSTRATED IN THE WELLHEAD PROTECTION AREAS
MAP, THE SUBJECT PROPERTY IS LOCATED IN THE
ZONE OF CONCENTRATION (99 YR. TOT) TO MALA.
STORMWATER NOTES
1. PARCEL 1 WILL DIRECT STORMWATER TO STREET VIA A
WEEPHOLE
2. PARCEL 2 AND PARCEL 3 WILL DIRECT ROOF RUNOFF TO
SOAKAGE TRENCHES. SOAKAGE TRENCHES WILL BE
LOCATED AND SIZED DURING BUILDING PERMIT PROCESS.
3. DRIVEWAY RUNOFF WILL SHED TO GRASSY AREAS.
le C00 y
t I I -I- oa"\)�Z-
F&V +i _h �I ab vc
5�6vt �YitAM.A' -
Date Received
JUL 2.kd,
Original Submival
ranch
�"�
GINEERING.E-
_N_
Since 1977
civil - transportation
structural - geotechnical
SURVEYING
310 5th Street
Springfield, OR 97477
p: 541.746.0637
www.BranchEngineering.com
Springfield OR I Salem OR
REGISTERED
PROFESSIONAL
LAND SURVEYOR
Digitally signed by Daniel A. Nelson
OREGON
MAY 12, 2011
DANIEL ADAM NELSON
84832PLS
EXPIRES: December 31, 2018
project title:
ce
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UM
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revisions:
date: JULY 21, 2017
drawn by: JLD
designer: DAN
project no: 16-369
sheet: