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WITH 5.0"l)NDSCAPE .
STRPMUSTD. C&G
"'-
TENTATIVE PLAN
(SITE A SSE S 8M E NT)
FOR
EASTCOt~GREGA TION OF
J E H 0 V A H' S WI T N E SSE S
SW 1/4 SEe 5, T 18 S, R 2 W W.M.
MAP No. 18..02-05...21 TAX LOT 8700
'SPR]N'G'FIELD,' LANBCOUNTY, ORBG:ON
MARCH 2009
NORTH ST
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LEGEND
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GRAVEL DRIVEWAY (TE3R)
-------STM.------
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..-----..STM------- EXISTING STORM SEWER (SIZE AS NOTED)
~ EXISTING STREET LIGHT
PUE PUBLIC UTILITY EASEMENT
EX EXISTING
<TBR) TO BE REMOVED
)( EXISTING POWER POLE
~ EXISTING GUY WIRE
..... EXISTING STREET SIGN
~ DECIDUOUS TREE
(SIZE & SPECIES AS NOTED)
(.
( )
.GE~ERAL NOTES
I. CONTOURS ARE BASEl? ON THE CITY OF. SPRING.FIELD BENCHMARK
DESCRIBED AS A cHisLgD SQUARE IN. THESQl)THEAST CORNER OF
THE CURB INLET LOC^TED AT THENQBTHEAST CORNER OF THE
42ND STREET tMT VERNON INTERSECTION (ELi:: V 488.19)
2. THE METRO PLAN DESIGNATION FOR THE AREA AND THIS PROPERTY
SPECIFICALL Y IS LDR (LOW. DENSITY RESIDENTIAL) EXCEPT' FOR THE
AREA NORTH OF JASPER RoAD AND WEST OF SOUTH 42nd STREET
WHICH HAS BEEN DESIGNATED AS COMMERCIAL.
3. THE EXISTING HOUSE AND, STRUCTURES ARE TO BE REMMOVED.
FENCES AROUND THE PERIMETER OF THE PROPERTY ARE TO REMAIN.
4. THE ENTIRE PROPERTY IS WITHIN ZONE ~XN OF THE FEMA FLOOD PLAIN
BOUNDARY MAP COMMUNITY PANEL NoAI039CII62F DATED JUNE 2. 1999.
5. NO WETLANDS EXIST ON THIS PROPERTY.
6. SOUTH 42nd STREET HAS RECENTEL Y BEEN IMPROVED PER CITY STANDARDS
AND APPRORPIA TE UTILITY STUBS WERE INSTALLED WITH CQNSIDERA TION FOR
DEVELOPMENT OF THIS PROPERTY.
7. THE EXISTING TREES ON THE SUBJECT PROPERTY ,ARE ADDRESSED ON THIS
SITE PLAN AS TO THE ACTION TO BE T AKENWITH THIS LAND USE
APPLlCA TION. NO NEW STREET TREES ARE PROPOSED WITH THIS LAND USE
APPLlCA TION,
8. THE SITEFALLSENTIREl Y OUTSIDE THI::40 YEAR TIME OF TRAVEL ZONE
AS SHOWN ON THE WELLHEAD PROTECTiON AREAS CONT AMINA TION SOURCE
INVENTORY MAP, DATED SEPTEMBER 2004.
9. SOIL TYPES ON THIS SITE (ACCORDING TO S.CS SOILS SURVEY) ARE 90% MALABON
URBAN LAND COMPLEX AND 10% CLOQUA TO SILT LOAM.
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OWNER/APPLICANT..
EAST CONGREGATION OF JEHOVAH'S WITNESSES
251 N. 51st A VENUE
SPRINGFIELD. OREGON 97477
PHONE: 726-0133
POAGE E~GINEERING ,& SURVEYINGi INC.
pROPERTY ADDRESS
885 S. 42nd STREET
SPRINGFIELD. OREGON 97477
PHONE: 501-4435
P.o. BOX 2521 It BUGBNE,ORBGON 97402 It (541) 485..4505
JOB No. 3820, DWG. 3820TOPO, DWN. BY: CDN, DATB: 3..09
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P~E ll-OOOOL.
EtL~ S)~tj Ct>!\Areq~
J.ek?v~ U) I~
PROPOSED RIGHT OF WAY
EXISTING STORM SEWER (SIZE AS NOTED)
EXISTING CURB INLET
EXISTING STORM MANHOLE
EXISTING STORMCEPTOR MANHOLE
EXISTING SANITARY SEWER MANHOLE
EXISTING SANITARY SEWER CLEANOUT
EXISTING SANITARY SEWER (SIZE AS NOTED)
EXISTING WATER MAIN (SIZE AS NOTED)
EXIST!NG WATER METER
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
EXISTING OVERHEAD UTILITY LINE.
no BE REMOVED)
DRAINA GE DIRECTION
EXISTING 6' WOOD FENCE
EXISTING 4' CHAIN LINK FENCE
EXISTING CONC. SIDEWALK
7R~ Sv~t~
JAN 1 0 2011
'. PAGE 1 OF 4 ~
"Pr?:e:5~n;tL,""M)fq
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Sl'l'E P~-,AN / GRA~ING PLAN
FOR \
EAsr_' CONGREGA'l'lON O~~ JbHOV A~-I'S WTNESSES
SW 1/4 SEC 5, T 18 S,R 2 W W.M.
MAP No. 18-02-05-21 TAX LOT 8700
SPRINGrlbLD, LANE COUNTY, OREGON
MARCH 2009
A
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SCALE: 1"=40'
AREAS
OVERALL PROPERlY = 75,900 SQ. FT.
LANDSCAPE AREA = 19,433 SQ. FT.
BUILDING AREA = 4,900 SQ. FT.
ASPHALT SURFACE = 34,589 SQ. FT.
GRAVEL SURFACE = 16,987 SQ. FT.
STORMWATER TREATMENT = 7,400 SQ.FT.
GENERAL NO'I'bS
LEGEND
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DRivEWAY' ~r~' 1'1 II f::':':':-:-:-:49.0"':':-:':-:-:' PROPOSED " I ......t . . ~-:-:
, . E-4 I t~;: ..............................~ II 0 <>0 . . . . . . . . ..~ FS-491 5 ><: .~
' :.:.~~.....-.~.:..... ~.;.,.~, r.;t:l I 'I .'.: .'.............. 0 BUILDING a::: {'. . . . -~- . . . . . -. . .
~ - '. . . . . . . . . . . . . . . . I . I Ii: . . . . ~. . . . . .
:';'.: II .~:; ::: ::::::-'REMOVE';:::::::: ~ ~ ~ I "- :::
.:~~~t11 I j;;Q , ! ;::Ji: ::: .%W~~~t: ~:~. ~ ~E~g~T ~~O' ~" 9 · ~ ;ATCH BASIN'S WITH ',<~
f:..: I, ~ I l. '.. ~...............~ FF = 491 8 i:t l-, I' 24' I I ~RO-CARBON SEPARATOR :-:
,(~;~~~ ~ I .{{ .4::~::O~NA~~~t~L::::.~ 28'-0" . . 04) . / II TYPICAL 3-PLACES ~ :::
f:::) , \wI.J, N,EW F.H. J~ :.:: .:-'-:-:.:-FENCE -:.:-:-:-:.> . ,"'" """\ ~, ~, :0
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;!;h ~ I i 1[:%: b VGATE OVERHANG '" / I I :-x ;"!
';;1 5 i PR9pOSEO, 17 0 ;1i I ~ / I I FS=491.5.X::..",/:::
8" SAN SWR,STUB r:t~,/1 Cf.} 'I'O P.u.E'I~~';~~_ . I ,4 r! 4"RD - J / -I !-5' Min. . <>~:;
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SAN SWR MANHOLE r.:J ' I 'I 'K it.. TYPICAL 3-PLACES ~C/) ~ - t..-,J;.L ">'~".'; = , .
. . . [:,:,.1, I ;. '.' 0'>$ SEE NOTE 13 (() \~ . ~J .
FL. 8" INjE:474.08 '. ::::;: , I ...\ ::: FS=491.5 ~ / .
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. /" ~t ~ iT =Hl~~il \'.e~APLE WOOD FENCE
EX. .22JL/ :.:; ~t I :::::,
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1. L.EVATIONS ARE BASED ON THE CllY OF SPRINGFIELD BENCHMARK
DESCRIBED AS A CHISLED SQUARE IN THE SOUTHEAST CORNER OF
THE CURB INLfJ' LOCATED AT THE NORTH~ST CORNER OF THE
42ND STREET/MT VERNON INTERSECTION (ELEV 488.19)
2. THE METRO PLAN DESIGNATION FOR THE AREA ~ND THIS PROPERlY
SPECIFICALLY IS LOR (LOW DENSllY RESIDENTIAL EXCEPT FOR THE
,I\REA NORTH OF JASPt:R ROAD AND WEST OF S UTH 42nd STREET
WHICH HAS BEEN DESIGNATED AS COMMERCIAL
3. THE EXISTING HOUSE AND OTHER EXISTING STRUCTURES ARE TO BE
REMOVED. ALL EXISTING FENCES AROUND THE PROPERlY ARE TO REMAIN.
4. TI-E ENTIRE PROPERlY IS WITHIN ZONE "X" OF THE FEMA FLOOD PLAIN
BOUNDARY MAP COMMUNllY PANEL No.41039C1162F DATED JUNE 2, 1999.
5. 1.(0 WETLANDS EXIST ON THIS PROPERlY.
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PROPOSED LANDSCAPE CATCH BASIN
PROPOSED PRIVATE CATCH BASIN
PROPOSED FIRE HYDRANT
EXISTING CURB INLET
EXISTING STORM MANHOLE
EXISTING STORMCEPTOR MANHOLE
-------STM------- EXISTING STORM SEWER (SIZE AS NOTED)
rm PROPOSED ROOF DRAINS (SIZE AS NOTED)
STM PROPOSED PRIVATE STORM (SIZE AS NOTED)
6. 8)UTH 42nd STREET HAS BEEN IMPROVED PER CllY STANDARDS AND
A~PRORPIATE UTI LIlY STUBS ARE AVAILABLE FOR THIS LAND USE APPLICATION.
7, THE EXISTING TREES ON THE SUBJECT PROPERlY ARE TO REMAIN FOR THIS
UNO USE APPLICATION.
8. Tit SITE FALLS ENTIRELY OUTSIDE THE 20 YEAR TIME OF TRAVEL ZONE
AS SHOWN ON THE WELLHEAD PROTECTION AREAS CONTAMINATION SOURCE
INVENTORY MAP, DATED SEPTEMBER 2004.
9. SOIL lYPES ON THIS SITE (ACCORDING TO SCS SOILS SURVEY) ARE MALABON
URBAN LAND COMPLEX (90%) AND CLOQUATO SILT LOAM (10%) WlTli WATER TABLE
GREATER THAN 6 FEET FOR BOTH.
EXISTING SANITARY SEWER MANHOLE
EXISTING SANITARY SEWER CLEANOUT
EXISTING SANITARY SEWER (SIZE AS NOTED)
EX W- - EXISTING WATER MAIN (SIZE AS NOTED)
10. THE NEAREST TRANSIT FACILllY IS THE THURSTON STATION LOCATED ON
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 STORM SYSTEM WHICH TERMINATES IN THE PROPOSED RAINGARDEN.
CONTRACTOR TO INSTALL RIP-RAP FIELD IN THE RAINGARDEN AT THE STORM OUTFALL.
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12. THE PROPOSED OVERFLOW CATCH BASIN IN THE RAINGARDEN SHALL HAVE A TOP
OF GRATE ELEVATION 3 INCHES BELOW THE EXISTING BACK OF SIDEWALK.
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13. ALL PROPOSED SITE LITES ARE TO BE 250 WATT METAL HALIDE MOUNTED
ON 12 OR 25 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 QUANTllY 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
PfiRMIT PROCESS.
----?
PARKING
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56 STANDARD SPACES (9'x18' Min.)
18 COMPACT SPACES (8'x16' Min.)
5 HANDICAP SPACES (9'x18' Min.)
8 BICYCLE SPACES (PER SDC 4.6B)
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OWNER/APPLICANT
EAST CONGREGATION OF JEHOV AHS WITNESSES
251 N. 51 st AVENUE
SPRINGFIELD, OREGON 97477
PHONE: (541) 726-0133
POAGE ENGINEERING & SURVEYING, INC.
~
P.O. BOX 2527 * EUGENE, OREGON 97402 * (541) 485-4505
JOB No. 3820, DWG. 3820JW.DWG, DWN. BY: CDN, DATE: 3-09
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
PROPOSED PRIVATE LUMINARE
PROPOSED 6' ORNAMENTAL FENCE
EXISTING 6' WOOD FENCE
EXISTING 4' CHAIN LINK FENCE
EXISTING CONC. SIDEWALK
EXISTING STREET LIGHT
PUBLIC UTILllY EASEMENT
TOP OF GRATE
FLOWLINE
EXISTING POWER POLE
EXISTING GUY WIRE
EXISTING STREET SIGN
DECIDUOUS TREE
(SIZE & SPECIES AS NOTED)
PROPOSED LANDSCAPING
PERVIOUS SURFACE
SITE ADDRESS
885 S. 42nd STREET
SPRINGFIELD, OREGON 97477
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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
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AREAS
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SIrE ADDRESS
885 S. 42nd STREET
SPRINGttlt.LD, OREGON 97477
OVERALL PROPERlY :;: 75,900 SQ. FT,
LANDSCAPE AREA :;: 19,433 SQ. FT.
BUILDING AREA = 4,900 SQ. FT.
ASPHALT SURFACE = 34,589 SQ, FT.
GRAVEL SURFACE = 16,320 SQ, FT,
STORMWATER TREATMENT = 7,400 SQ.FT.
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5.0' PLANTSTRIP
OWNEK/ APPLICANT
EAST CONGRBGA TION OF JEHOV ARS W r n'ffiSSES
251 N. 51st AVENUE
SPRING1'lliLD, OREGON 97477
PHONE: (541) 726..0133
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 DRAWINGS FOR RAINGARDEN WILL BE SUBMITTED
DURING THE BUILDING PERMIT PROCESS.
PERMANENT IRRIGATION TO BE DESIGNED AND INSTALLED UNDER
BUILDING PERMIT PROCCESS.
BOTTOM OF
RAlNGARDEN
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PLANT LEGEND
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TREES
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LEGEND
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IRRIGATION NO'l'bS
COMMON NAME
QUANrnY
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1) IRRIGATION SYSTEM WILL BE DESIGN BUILD BY A UCENSED AND BONDED IRRIGATION CONYTRACTOR.
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 If 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 BElWEEN 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 BACKFLOW DEVICE, VALVES, PIPES, AND SPRINKLER HEADS,
OCTOBER GLORY RED MAPLE
4
CAPITAL FLOWERING PEAR
EXISTING DECIDUOUS TREE
(SIZE & SPECIES AS NOTED)
6
2
EMERALD ARBORVITAE
PINK PRINCESS
BRONZE NEW ZEALAND FlAX
81
7
9
OTTO LUYKENS LAUREL
37
MOYERS HEAVENLY BAMBOO
VARIGATED RED TWIG DOGWOOD
29
15
WINGED EUONYMUS
21
11
PRIVET HONEYSUCKLE
PERIWINKLE
52
WET POND SEED MIX: 8,840 SQ, FT.
79,65% FAWN TALL FESCUE
11.78% HIGHLAND COLONIAL BENT GRASS
7,94% RETON RED TOP BENT GRASS
NO NOXIOUS WEEDS
PROPOSED 6' ORNAMENTAL FENCE
EXISTING 6' WOOD FENCE
EXISTING 4' CHAIN LINK FENCE
EXISTING CONC. SIDEWALK
DIRECTION OF FLOW
TOP OF GRATE
PERVIOUS SURFACE
EXISTING STREET TREE
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FULL DEPTH 2,25' = 12,565 CUBIC FEET
1.25' DEPTH = 6,369 CUBIC FEET
1.75' DEPTH = 9,337 CUBIC FEET (PRIOR TO OVERflOW)
IRRIGATION PLAN
NJ.S.
'.)RE- Su8
0:==1 ,
~NECT NEW 18' STORM
PIPE TO EXISTING 18" STORM
STUB Fl, IN=481.65
SECTION "A"
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\ P.o. BOX 2527 * EUGENE, OREGON 97402 * (541) 485-4505
'- JOB No. 3820. DWG. 382~JW.DWG. DWN. BY: CDN. DATE: 2-09
Jl,. ~ i 0 2011
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BUILDING ELEVATIONS
AND SOLAR SETBACKS
FOR
EAS~ GONG~mGAll'lON O~~ Jb~~OV A3'S WIT~HSSES
MARCH 2009
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POAGE ENOlbfEERING & SURVEYING, INC.
P.O. BOX 25?,7 * EUGENE, OREGON 97402* (541) 485;.4505
JOB No, ~820, DWQ:3820JW.OWG, OWN. BY: CON, DATE: 2-09
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