HomeMy WebLinkAboutPlan, Final APPLICANT 5/17/2011EXISTING FIRE HYDRANT
EXISTING 6.0' SIDEWALK
WITH 5.0' LANDSCAPE
STRIP AND STD. C&G
EX. 12.0'
DRIVEWAY
8"' SAN. SWR STUB
FL. IN=474.82
SAN. SWR. MANHOLE
A.08
FL.. 8" IN/E=47r
FL. 8"' OUT/S=473.78
24" FL. IN/OUT=481.25
18" STM. STUB_,
FL. IN=481.65
12" MAPLE
EX. 220' 00
DRIVEWAY
UNKNOV
VlAuLl
23.0'- 23.0'
24" FL. IN=481.00
24" FL. IN/OUT=481.00
.0
SITE PLAN / GRADING PLAN
FOR
EAST CONGREGATION OF JEHOVAH'S WITNESSES
SW 1/4 SEC 5, T 18 S, R 2 W W.M.
MAP No. 18-02-05-21 TAX LOT 8700
SPRINGFIELD, LANE COUNTY, OREGON
MARCH 2009
SCALE: I"=40'
NEW SCREENED FENCE
(3) PACKAGE WAC UNITS
INSTALL NEW 6 FT.
WOOD FENCE
OVERALL PROPERTY = 75,900 SQ. FT.
LANDSCAPE AREA = 19,433 SQ. FT.
BUILDING AREA = 4,900 SQ, FT,
ASPHALT SURFACE = 34,589 SO. FT.
GRAVEL SURFACE = 16,987 SQ. FT.
RAINGARDEN = 7,400 SQ.FT.
f
R:-E:s 3 Z/s ozz 0 /Z
GENERAL NOTES LEGEND
VICINITY MAP
-N.T.S-
1.
LEL-EVATIONS ARE BASED ON THE CITY OF SPRINGFIELD BENCHMARK
DESCRIBED AS A CHISLED SQUARE IN THE SOUTHEAST CORNER OF
ID
PROPOSED LANDSCAPE CATCH BASIN
SANITARY SEWER MANHOLE
THE CURB INLET LOCATED AT THE NORTHEAST CORNER OF THE
THE EXISTING TREES ON THE SUBJECT PROPERTY ARE TO REMAIN FOR THIS
PROPOSED PRIVATE CATCH BASIN
EXISTING
42ND STREET/MT VERNON INTERSECTION (ELEV . 488.1 9)
(SIZE & SPECIES AS NOTED)
LAND USE APPLICATION.
2.
THE METRO PLAN DESIGNATION FOR THE AREA AND THIS PROPERTY
PERVIOUS SURFACE
PROPOSED FIRE HYDRANT
OWNER/APPLICANT SITE ADDRESS
SPECIFICALLY IS LDR (LOW DENSITY RESIDENTIAL) EXCEPT FOR THE
AREA NORTH OF
EXISTING
EXISTING CURB INLET
8.
JASPER ROAD AND WEST OF SOUTH 42nd STREET
SPRINGFIELD, OREGON 97477
PHONE: (541) 726-0133
WHICH HAS BEEN DESIGNATED AS COMMERCIAL
AS SHOWN ON THE WELLHEAD PROTECTION AREAS CONTAMINATION SOURCE
INVENTORY MAP, DATED SEPTEMBER 2004.
—EX W—
EXISTING
WATER MAIN (SIZE AS NOTED)
0
EXISTING STORM MANHOLE
3.
THE EXISTING HOUSE AND OTHER EXISTING STRUCTURES ARE TO BE
WATER METER
0%
UR3AN LAND COMPLEX (9) AND CLOQUATO SILT LOAM (10%) WITH WATER TABLE
REMOVED. ALL EXISTING FENCES AROUND THE PROPERTY ARE TO REMAIN.
0
EXISTING STORMCEPTOR MANHOLE
4.
"THE ENTIRE PROPERTY IS WITHIN ZONE 'Y' OF THE FEMA FLOOD PLAIN
9OUNDARY MAP COMMUNITY PANEL No.41039C1162F DATED JUNE 2, 1999.
------- STM -------
EXISTING STORM SEWER (SIZE AS NOTED)
5.
1,410 WETLANDS EXIST ON THIS PROPERTY.
—RD
PROPOSED ROOF DRAINS (SIZE AS NOTED)
EXISTING
'SOUTH
_STM
PROPOSED PRIVATE STORM (SIZE AS NOTED)
6.
42nd STREET HAS BEEN IMPROVED PER CITY STANDARDS AND
,JAC.;RrtODIATC UTILITY STUBS 0
11.
ALL PROPOSED SITE LITES ARE TO BE 250 WATT METAL HALIDE MOUNTED
ON 12 FOOT POLES (AS NOTED) & WILL COMPLY WITH THE STANDARDS
OF THE SPRINGFIELD CODE. ALL ON—SITE LIGHTING SHALL BE DIRECTED
AWAY FROM THE PUBLIC RIGHT OF WAY AND ADJACENT PROPERTIES.
14. 'PROPOSED CUT AND FILL QUANTITY IS APPROXIMATE: CUT=950 CY, FILL=1,050 CY)
15. ROLLING GATE SHALL BE ACCESSABLE TO FIRE AND EMERGENCY PERSONEL. INSTALLATION
AND DETAILS REGARDING EMERGENCY ACCESS WILL BE ADDRESSED DURNG THE BUILDING
PERMIT PROCESS.
--PARKING
66 STANDARD SPACES (9'x18' Min.)
7 COMPACT SPACES (8'x16' Min.)
5 HANDICAP SPACES (9'x18' Min.)
8 BICYCLE SPACES (PER SDC 4.613)
POAGE ENGINEERING & SURVEYING, INC.
P.O. BOX 2527 * EUGENE, OREGON 97402 * (541) 485-4505
JOB No. 3820, DWG. 3820JW.DWG, DN'k Ni. BY: CDN, DATE: 3-09
EXISTING 4 CHAIN LINK FENCE
EXISTING CONC. SIDEWALK
=_s EXISTING STREET LIGHT
PUE PUBLIC UTILITY EASEMENT
TG TOP OF GRATE
FL FLOWLINE
z
FS FINISHED SURFACE 0 z 0 z 0
ARE ^v*-uL^DLE FOR WilZ) LAND USE ArrUt.;AllVN.
EXISTING POWER POLE
EXISTING
SANITARY SEWER MANHOLE
7..
THE EXISTING TREES ON THE SUBJECT PROPERTY ARE TO REMAIN FOR THIS
0 - N
N 0
'
EXISTING
SANITARY SEWER CLEANOUT
(SIZE & SPECIES AS NOTED)
LAND USE APPLICATION.
PROPOSED LANDSCAPING
aaa
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V) En V)
PERVIOUS SURFACE
OWNER/APPLICANT SITE ADDRESS
SAN
EXISTING
SANITARY SEWER (SIZE AS NOTED)
8.
THE SITE FALLS ENTIRELY OUTSIDE THE 20 YEAR TIME OF TRAVEL ZONE
SPRINGFIELD, OREGON 97477
PHONE: (541) 726-0133
AS SHOWN ON THE WELLHEAD PROTECTION AREAS CONTAMINATION SOURCE
INVENTORY MAP, DATED SEPTEMBER 2004.
—EX W—
EXISTING
WATER MAIN (SIZE AS NOTED)
9.
S'OIL TYPES ON THIS SITE (ACCORDING TO SCS SOILS SURVEY) ARE MALABON
EXISTING
WATER METER
0%
UR3AN LAND COMPLEX (9) AND CLOQUATO SILT LOAM (10%) WITH WATER TABLE
GREATER THAN 6 FEET FOR BOTH.
EXISTING
FIRE HYDRANT
10.
THE NEAREST TRANSIT FACILITY IS THE THURSTON STATION LOCATED ON
EXISTING
WATER VALVE
ON MAIN STREET APPROXIMATELY 2.2 MILES FROM THE SITE.
11.
ROOF DRAINS FROM PROPOSED BUILDING ARE TO BE HARD PIPED TO THE
PROPOSED
PRIVATE LUMINARE
PROPOSED PRIVATE STORM SYSTEM WHICH TERMINATES IN THE PROPOSED RAINGARDEN.
PROPOSED
CONTRACTOR TO INSTALL RIP—RAP FIELD IN THE RAINGARDEN AT THE STORM OUTFAH.
6' ORNAMENTAL FENCE
12.
THE PROPOSED OVERFLOW CATCH BASIN IN THE RAINGARDEN SHALL HAVE A TOP
x x —X—X—
EXISTING
6' WOOD FENCE
OF GRATE ELEVATION 3 INCHES BELOW THE EXISTING BACK OF SIDEWALK.
t
ALL PROPOSED SITE LITES ARE TO BE 250 WATT METAL HALIDE MOUNTED
ON 12 FOOT POLES (AS NOTED) & WILL COMPLY WITH THE STANDARDS
OF THE SPRINGFIELD CODE. ALL ON—SITE LIGHTING SHALL BE DIRECTED
AWAY FROM THE PUBLIC RIGHT OF WAY AND ADJACENT PROPERTIES.
14. 'PROPOSED CUT AND FILL QUANTITY IS APPROXIMATE: CUT=950 CY, FILL=1,050 CY)
15. ROLLING GATE SHALL BE ACCESSABLE TO FIRE AND EMERGENCY PERSONEL. INSTALLATION
AND DETAILS REGARDING EMERGENCY ACCESS WILL BE ADDRESSED DURNG THE BUILDING
PERMIT PROCESS.
--PARKING
66 STANDARD SPACES (9'x18' Min.)
7 COMPACT SPACES (8'x16' Min.)
5 HANDICAP SPACES (9'x18' Min.)
8 BICYCLE SPACES (PER SDC 4.613)
POAGE ENGINEERING & SURVEYING, INC.
P.O. BOX 2527 * EUGENE, OREGON 97402 * (541) 485-4505
JOB No. 3820, DWG. 3820JW.DWG, DN'k Ni. BY: CDN, DATE: 3-09
EXISTING 4 CHAIN LINK FENCE
EXISTING CONC. SIDEWALK
=_s EXISTING STREET LIGHT
PUE PUBLIC UTILITY EASEMENT
TG TOP OF GRATE
FL FLOWLINE
z
FS FINISHED SURFACE 0 z 0 z 0
0 L3
EXISTING POWER POLE
EXISTING GUY WIRE
m
, 0
CD
EXISTING STREET SIGN
0 - N
N 0
'
DECIDUOUS TREE
00
00
(SIZE & SPECIES AS NOTED)
-4- N
PROPOSED LANDSCAPING
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PERVIOUS SURFACE
OWNER/APPLICANT SITE ADDRESS
EAST CONGREGATION OF JEHOVAHS WITNESSES 885 S. 42nd STREET
251 N. 51 st AVENUE SPRINGFIELD, OREGON 97477
SPRINGFIELD, OREGON 97477
PHONE: (541) 726-0133
e wu SHEET 2 OF 4
1P2,1 I -DOW I
6i5f -Coma v%e- a4w v? 1)4
j
SCALE: I "=30'
OVERALL PROPERTY = 75,900 SQ. FT.
LANDSCAPE AREA = 19,433 SQ. FL
BUILDING AREA = 4,900 SQ. FT.
ASPHALT SURFACE = 34,589 SQ. FT.
GRAVEL SURFACE = 16,320 SQ. FT.
STORMWATER TREATMENT = 7,400 SQ.FT-
LANDSCAPE PLAN
FOR
EAST CONGREGATION OF JEHOVAH'S WITNESSES
SW 1/4 SEC 5, T 18 S, R 2 W W.M.
MAP No. 18-02-05-21 TAX LOT 8700
SPRINGFIELD, LANE COUNTY, OREGON
FEBRUARY 2009
r_ tr 1A /_ gi
Tft 'Pl-i
253+/—
o
oll
J
4.
C c 7 C C C1 c
0
Ell
0
LANDSCAPING
PROPOSED
BUILDING
4,900 SO. FT.
i a //
4
0
EXISTING AUTO DRIVE THRU
B.S.W.=488.32
.0
.. . . .... .....
TG=490.5
0
0
0
5 -10 LB. ROCK vi
RIP-RAP AT
E=
OUTFACE
GE GEMMMI),
_6
NEW MONUMENT 0 CD
SIGN TG=490.5
CIA
10
— --- - -------
>
ROLLED CURB
U
0
03 .
0 20 OAK T0 z.
BE REMOVEI)
SHED 12'x20'':
I A
17, 7
18"STM AREA OF FUTURE.
EX MANHOLE/
L.=481.25 E ISTING
EXPANSION
LANDSCAPING
18" STM. STUB
FL. IN=481.65 RAINGARDEN AREA
"j,
1 i I it 1 '
18 MAPLE 253+/—
8" MAPLE 20- MAPLE z
__j EXISIING STREET TREE
SITE ADDRESS
885 S. 42nd STREET
SPRINGFIELD, OREGON 97477
OATNER/APPLICANT
EAST CONGREGATION OF JEHOVAHS WITNESSES
251 N. 51 st AVENUE
SPRINGFIELD, OREGON 97477
PHONE: (541) 726-0133
12" MAPLE
62.0'
NOTE
THE RAINGARDEN IS SIZED TO TREAT THE STORMWATER
DURING A NORMAL STORM EVENT, DURING A LARGE STORM
EVENT, STORMWATER WILL DRAIN TO THE NEW LANDSCAPE CATCH
BASIN THEN VIA A HARD PIPE INTO THE PUBLIC SYSTEM.
CONSTRUCTION OF RAINGARDEN PER SECTION "A" THIS SHEET.
PERMANENT IRRIGATION TO BE DESIGNED AND INSTALLED UNDER
BUILDING PERMIT PROCCESS.
POAGE ENGINEERING & SURVEYING, INC.
rij
P.O. BOX 2527 * EUGENE, OREGON 97402 * (541) 485-4505
JOB No. 3820, DWG. 3820JW.DWG, DWN. BY: CDN, DATE: 2-09
BSW=486.7
SOH 42 nd
STREET
5.0' PLANTSTRIP
5.0' SIDEWALK
8" LINDEN
TO REMAIN
IRRIGATION NOTES
PLANT LEGEND
SYMBOL
COMMON NAME
QUANTITY
TREES
LINDEN
4
0
CFP
CAPITAL FLOWERING PEAR
6
EXISTING DECIDUOUS TREE
2
(SIZE & SPECIES AS NOTED)
SHRUBS
0
EA
EMERALD ARBORVITAE
81
(D
PP
PINK PRINCESS
7
NZF
BRONZE NEW ZEALAND FLAX
9
OLL
0170 LUYKENS LAUREL
37
E)
36
13miuwn_,eAj:sA
29
RTD
VARIGATED RED TWIG DOGWOOD
15
EUA
WINGED ELIONYMUS
21
LP
PRIVET HONEYSUCKLE
11
GROUND COVER
f1rN
LEG END
BLUESTAR CREEPER DA ti H,
LOA a 11: llim
PROPOSED 6' ORNAMENTAL FENCE
Y x X—X- EXISTING 6' WOOD FENCE
EXISTING 4' CHAIN LINK FENCE
EXISTING CONC. SIDEWALK
DIRECTION OF FLOW
TG TOP OF 'GRATE
PERVIOUS SURFACE
EXISTING STREET TREE
SITE LITE
52
8,840 SQ. FT.
4,ji% s0r-!Fe
1) IRRIGATION SYSTEM WILL BE DESIGN BUILD BY A LICENSED AND BONDED IRRIGATION CONTRACTOR.
2) BACKFLOW PROTECTION IS TO BE PROVIDED PER LOCAL CODE REQUIREMENTS.
3) POPUP SPRAY HEADS ARE TO BE USED IN PLANTING BED AREAS SHOWN. 1" CLASS 200 PVC PIPING AND ROTOR SPRINKLERS ARE TO BE USED
FOR RAINGARDEN TURF AREA. ELECTRIC VALVES AND CONTROLLERS ARE TO BE LOCATED PER THE OWNERS AND CONTRACTOR,
4) SLEEVING REQUIREMENTS WILL BE ADDRESSED ON SITE BETWEEN THE SITE CONTRACTOR AND THE LANDSCAPE/IRRIGATION CONTRACTOR.
5) ALL LANDSCAPED AREAS SHALL HAVE PERMANENT UNDERGROUND IRRIGATION AND WILL BE ZONED AS SHOWN BELOW.
6) CONSTRUCTION PLANS TO DETAIL SIZES AND LOCATIONS FOR BACKFILOW DEVICE, VALVES, PIPES, AND SPRINKLER HEADS.
ASPHALT
48.5' 6.75 ____+
PARKING LOT
6.75' BOTTOM OF
T.O.G=486.4 RAINGARDEN T.O.C.=486.7
EL=•84.65 ZONE 3
FULL DEPTH 2.25' = 12,565 CUBIC FEET
CONNECT NEW 18" STORM
PIPE TO EXISTING 18" STORM
STUB FL. [N=481.65
11.25' DEPTH = 6,369 CUBIC FEET
1.75' DEPTH = 9,337 CUBIC FEET (PRIOR TO
SECTION "All
N.T.S.
NATURAL *:'
'-VEGETATION
IRRIGATION PLAN
N.T.S.
7 Of 4 Pa -°s
EX-PIRES:
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SHEET 3 OF 4
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C:)
O 04
00
CO
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BUILDING ELEVATIONS
AND SOLAR SETBACKS
FOR
EAST CONGREGATION OF JEHOVAH'S, WITNESSES
MARCH 2009
rMON'T SLEVAT ION
5CU: 1"-10'
5aM 5fANPA005 (M 50C 5.2-2250
90 Mf
550 - ( 2.5i6PH) + (N/ 2) - 15 - 21.25' "eOLOV'
J7s.
Ary
TIP 'TE
wIrEAR, mir2\40,40NON
-V--
.— j
"EFT Rim5VATIUN
5CALE: 1"-10'
LOOM6 A5f FP,,OM 5.42nJ 51PTf
R14HT raLAVATION UNIT 3
POAGE ENGINEERING & SURVEYING, INC.
aw P.O. BOX 2527 * EUGENE, OREGON 97402 * (541) 485-4505
JOB No. 3820, DWG. 3820JW.DWG, DWN. BY: CDN, DATE: 2-09
E-:? UNE
3 of 4 pales
SHEET 4 OF 4
o
Hill 1
........... -
I t ill
W
wIrEAR, mir2\40,40NON
-V--
.— j
"EFT Rim5VATIUN
5CALE: 1"-10'
LOOM6 A5f FP,,OM 5.42nJ 51PTf
R14HT raLAVATION UNIT 3
POAGE ENGINEERING & SURVEYING, INC.
aw P.O. BOX 2527 * EUGENE, OREGON 97402 * (541) 485-4505
JOB No. 3820, DWG. 3820JW.DWG, DWN. BY: CDN, DATE: 2-09
E-:? UNE
3 of 4 pales
SHEET 4 OF 4
o
I
SCALE: 1 " -40'
STRIP AND STD. C &G H' t
(TBR)
EX. 12.0' Ix I
r
DRIVEWAY
I GRAVEL DRIVEWAY (TBR)
I
t
12.0' .. .. D
N
,:p EWAY _......_ ........,.
r = . P/P #870
a ' (TBR)
a
0
i
(TBR)
a \g
'EX, 12.0
` PRIVEWAY
i EXISTING
r HOUSE
SAN. SWR SOLE ' (TBR)
FL. 8' IN/E=474.08
: 8' SAN. SWR STUB
FL 8' OUT /S= 473.78 , FL. N= 474.8z''
r
- 8'SA s -8 "SAN
i
a =
t t'
a ' F STM. STUB
i r
FL N =48165
253-x'
3;;,
O
cp t
' 20 " OAK
-18'STM4- , -vSTM- !TBR)
t t
;EXISTING
d , TREES o
24' FL, N /OUT =48125 r '°
d a
d a_
i r ,
18" MAPLE 5
2
{t
'MAPLE .. 20" MAPLE
N
I
APLE -- .....,490
EX. 22.
md
DRIVEWAY I i UNKNOWN
t
t
VAULT
w t
a
d
8
EXISTING FE HTDIRANT
23.0' a 23.0'
II
I
t 24 FL. IN 481.00
r
11
PROPOSED RIGHT OF WAY
t
r
fi
EXISTING STORM SEWER (SIZE AS NOTED)
t
f
EXISTING CURB INLET
r
a
d
a
i
r
EXISTING STORM MANHOLE
i
i
EXISTING STORMCEPTOR MANHOLE
------- STM-------
EXISTING STORM SEWER (SIZE AS NOTED)
GENERA!.. NOTES
L
1
sI
j
1.
CONTOURS ARE BASED ON THE CITY OF SPRINGFIELD BENCHMARK
EXISTING 6.0 SIDEWALK
-:
®
WITH 5.0' LANDSCAPE
THE CURB INLET LOCATED AT THE NORTHEAST CORNER OF THE
STRP AND STD. C&G
46.0 PAVING
- - - - -- -SAN - - - - - --
P/P #86012
EXISTING 6.0' SIDEWALK
THE METRO PLAN DESIGNATION FOR THE AREA AND THIS PROPERTY
WITH 5.0' LANDSCAPE
SPECIFICALLY IS LDR (LOW DENSITY RESIDENTIAL) EXCEPT FOR THE
AREA NORTH OF JASPER ROAD AND WEST OF SOUTH 42nd STREET
EX W
EXISTING WATER MAIN (SIZE AS NOTED)
SCALE: 1 " -40'
STRIP AND STD. C &G H' t
(TBR)
EX. 12.0' Ix I
r
DRIVEWAY
I GRAVEL DRIVEWAY (TBR)
I
t
12.0' .. .. D
N
,:p EWAY _......_ ........,.
r = . P/P #870
a ' (TBR)
a
0
i
(TBR)
a \g
'EX, 12.0
` PRIVEWAY
i EXISTING
r HOUSE
SAN. SWR SOLE ' (TBR)
FL. 8' IN/E=474.08
: 8' SAN. SWR STUB
FL 8' OUT /S= 473.78 , FL. N= 474.8z''
r
- 8'SA s -8 "SAN
i
a =
t t'
a ' F STM. STUB
i r
FL N =48165
253-x'
3;;,
O
cp t
' 20 " OAK
-18'STM4- , -vSTM- !TBR)
t t
;EXISTING
d , TREES o
24' FL, N /OUT =48125 r '°
d a
d a_
i r ,
18" MAPLE 5
2
{t
'MAPLE .. 20" MAPLE
N
I
APLE -- .....,490
EX. 22.
md
DRIVEWAY I i UNKNOWN
t
t
VAULT
w t
a
d
8
SCALE
23.0' a 23.0'
II
I
t 24 FL. IN 481.00
24" FL. IN /OUT= 481.00
11
PROPOSED RIGHT OF WAY
t
r
fi
EXISTING STORM SEWER (SIZE AS NOTED)
f
EXISTING CURB INLET
r
a
d
a
i
r
EXISTING STORM MANHOLE
i
REGISTERED
PROFESSIONAL
LAND SURVEI0
rI'EliTTATIVE PLAN
(SITE ASSESSMENT)
FOR
EAST CONGREGATION OF
JEHOVAH'S WITNE',SSES
SW 1/4 SEC 5, T 18 S, R 2 W +Y31r1.
MAP No. 18- 02 -05 -21 TAX LOT 8700r-, fY
SPRINGFIELD, LANE COUNTY, OREGON
MARCH 2009
12" LINDEN
VICINITY MAP
OREGON -
SEPTEMBER 23. 1977
THOMAS F. POAGE
1301
EXPIRES: DECEMBER 31, 2010 POAGE ENGINEERING & SURVEYING, INC.
P.O. BOX 2527 * EUGENE, OREGON 97402 * (541) 485 -4505
JOB No. 3820, DWG. 3820TOPO, DWN. BY: CDN, DATE: 3 -09
sw
LIMNER /APPLICANT
EAST CONGREGATION OF JEHOVAH'S WITNESSES
251 N. 51st AVENUE
SPRINGFIELD. OREGON 97477
PHONE: 726 -0133
PROPERTY ADDRESS
885 S. 42nd STREET
SPRINGFIELD, OREGON 97477
PHONE: 501 -4435
L Of L pja)
PAGE 1 OF 4
NO
SCALE
LEGEND
`
- - - -
PROPOSED RIGHT OF WAY
-------
EXISTING STORM SEWER (SIZE AS NOTED)
EXISTING CURB INLET
EXISTING STORM MANHOLE
EXISTING STORMCEPTOR MANHOLE
------- STM-------
EXISTING STORM SEWER (SIZE AS NOTED)
GENERA!.. NOTES
sI
EXISTING SANITARY SEWER MANHOLE
1.
CONTOURS ARE BASED ON THE CITY OF SPRINGFIELD BENCHMARK
DESCRIBED AS A CHISLED SQUARE IN THE SOUTHEAST CORNER OF
®
EXISTING SANITARY SEWER CLEANOUT
THE CURB INLET LOCATED AT THE NORTHEAST CORNER OF THE
42ND STREET /MT VERNON INTERSECTION (ELEV 488.19)
- - - - -- -SAN - - - - - --
EXISTING SANITARY SEWER (SIZE AS NOTED)
2.
THE METRO PLAN DESIGNATION FOR THE AREA AND THIS PROPERTY
SPECIFICALLY IS LDR (LOW DENSITY RESIDENTIAL) EXCEPT FOR THE
AREA NORTH OF JASPER ROAD AND WEST OF SOUTH 42nd STREET
EX W
EXISTING WATER MAIN (SIZE AS NOTED)
WHICH HAS BEEN DESIGNATED AS COMMERCIAL.
3.
THE EXISTING HOUSE AND STRUCTURES ARE TO BE REMMOVED.{
EXISTING WATER METER
FENCES AROUND THE PERIMETER OF THE PROPERTY ARE TO REMAIN.
`Xr
EXISTING FIRE HYDRANT
4.
THE ENTIRE PROPERTY IS WITHIN ZONE OF THE FEMA FLOOD PLAIN
BOUNDARY MAP COMMUNITY PANEL No.41039CI162F DATED JUNE 2. 1999.
m
EXISTING WATER VALVE
5.
NO WETLANDS EXIST ON THIS PROPERTY,
OH
EXISTING OVERHEAD UTILITY LINE
6.
SOUTH 42nd STREET HAS RECENTELY BEEN IMPROVED PER CITY STANDARDS
{TO BE REMOVED)
AND APPRORPIATE UTILITY STUBS WERE INSTALLED WITH CONSIDERATION FOR
DEVELOPMENT OF THIS PROPERTY.
30-
DRAINAGE DIRECTION
7.
THE EXISTING TREES ON THE SUBJECT PROPERTY ARE ADDRESSED ON THIS
X X X X-
EXISTING 6' WOOD FENCE
SITE PLAN AS TO THE ACTION ,TO BE TAKEN WITH THIS LAND USE
APPLICATION. NO NEW STREET TREES ARE PROPOSED WITH THIS LAND USE
EXISTING 4• CHAIN LINK FENCE
APPLICATION.
8.
THE SITE FALLS ENTIRELY OUTSIDE THE 20 YEAR TIME OF TRAVEL ZONE
. , -,
EXISTING CONC. SIDEWALK
AS SHOWN ON THE WELLHEAD PROTECTION AREAS CONTAMINATION SOURCE
INVENTORY MAP. DATED SEPTEMBER 2004.
EXISTING STREET LIGHT
9.
SOIL TYPES ON THIS SITE (ACCORDING TO SCS SOILS SURVEY) ARE 90% MALABON
PUE
PUBLIC UTILITY EASEMENT
URBAN LAND COMPLEX AND 10% CLOOUATO SILT LOAM.
EX
EXISTING
(TBR)
TO BE REMOVED
EXISTING POWER POLE
EXISTING GUY WIRE
EXISTING STREET SIGN
DECIDUOUS TREE
(SIZE & SPECIES AS NOTED)
OREGON -
SEPTEMBER 23. 1977
THOMAS F. POAGE
1301
EXPIRES: DECEMBER 31, 2010 POAGE ENGINEERING & SURVEYING, INC.
P.O. BOX 2527 * EUGENE, OREGON 97402 * (541) 485 -4505
JOB No. 3820, DWG. 3820TOPO, DWN. BY: CDN, DATE: 3 -09
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LIMNER /APPLICANT
EAST CONGREGATION OF JEHOVAH'S WITNESSES
251 N. 51st AVENUE
SPRINGFIELD. OREGON 97477
PHONE: 726 -0133
PROPERTY ADDRESS
885 S. 42nd STREET
SPRINGFIELD, OREGON 97477
PHONE: 501 -4435
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