HomeMy WebLinkAboutMap APPLICANT 2/7/2008
TENTATIVE PARTITION
FOR
R. KEEPERS INVESTMENTS, LLe
N1f~ SEC. 26, T.17S. R.311'. 11'.M.
CITY OF SPRINGFIELD, LANE COUNTY, OREGON
SUR'VEYED: JANUARY 31, 2008
VICINITY MAP
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LEGEND
BOUNDARY
CENTERUNE
EXIS71NG U71UTY POLE
EXISTING WATER METER, UNE ct VALVE
EXISTING FIRE HYDRANT
EXISTING WASTEWATER MANHOLE ct UNE
EXISTING STORMWATER MANHOlE, liNE & CURB INlET
EXISTING UT/UTIES (J.E. PHONe ~ fLEe)
ADJACENT LOT UNE
PROPOSED LOT LINE
FASEMfNT
PUBUC OTILflY FASEMENT
EXIS71NGFENCE
FOUND MONlIMENT
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OWNER/APPliCANT
R. KEEPERS INVESTMENTS, liC
PO BOX 703
PLEASANT HILL, OR 97455
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NOTES At RESTRICTIONS
NW CORNER THREE EIGHTY
Q STRW CONDOMINIUMS
1. PROPFRTY liES WITHIN ZONE X ACClJRDING TO F1RM MAP No. 41OJ9CIIJ4J:" DATED 9-27-85, IN ARFAS DrrERMlNED TO .~ O/JTS1DE
OF 500- YEAR FLOOD.
2. PROPERTY liES WITHIN THE 20-YEAR 71ME OF TRAVEL ACCORDING TO THE WELLHEAD PROTECTION AREAS MAP.
J. SOIL TYPE IS COURTNEY GRAVElLY SILTY CLAY LOAM - 71X. AND SALEM-URBAN lAND COMPLEX - 29%.
4. PROPERTY IS lONED CC (COMMUNITY COMMERCIAL).
5. AREA OF DEVELOPMENT IS APPROXIMATELY 27,365 SQUARE FEET.
6. THE NEAREST LID BUS STOP IS APPROXIMATELY JOO FEET SOUTH AT THE INTERSECflONOF 2ND STRm AND. Q smm
4. BlANKET EASEMENT; FOR U'nunES TO THE CITY OF EUGEN~ RECORDED. AUGUST Z 1926, BOOK 150, PAGE 149, LANE COUNJY DEED
RECORDS.
5. _ BlANKET EASEMENT, FOR ELECTRIC TRANSMISSION LINE, TO THE CITY OF EUGENE, BY AND THROUGH THE EUGENE WATER BOARD,
RECORDED AUGUST 26, 1937, BOOK 188, PAGE 557, lANE COUNTY DEED RECORDS.
6.. RIGHT-OF-WAY.UNDERGROUND EASEMENT; FOR lJT/LJT/ES, TO THE CITY OF SPRINGRELD, A MUNICIPAL CORPORATION, ACTING BY AND
THROUGH ns SPRINGFIELD UTllflY BOARD, RECORDED APRIL 16, 2007, RECEPTION No. 2007-025196, lANE COUNTY OfflCIAL
RECORDS
7. IMPROVEMENT AGREEMENT INCLUDING .NOTlCE OF POTENTIAL ASSESSMENT liEN,. RECORDED MAY 22, 2007, RECEPTION No.
2007-0J4~ lANE COUNTY OffiCIAL RECORDS.
8. LINE OF CREDIT DEED OF TRUST, UBERTYBANK AS BENERCIARY, RECORDED SEPTEMBER 26, 2007, RECEPTION No. 2007-066855,
lANE COUNTY OmCIALRECORDS.
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REGISTERED
PROFESSIONAL
o SURVEYO
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OREGON
JULY 10. 1984
LAWRENCE B. OLSON
655
RENEWAl DATE: 12-31-2008
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SHEET 2 OF 4 (p
. OLSON & MORRI~at~J~~~i~d:
FEf3 - 7 2008
CITY OF SPRINGAEl.D No. PRE2008-00002
ASSESSOR~ MAP 17-03-26-24 TL 1100
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~ lot 11,'1 I /I 521
. .. Y' / 1ST MH #1 400 '45Q\ST CO 111 200 LF 450 ST CO 112 24 LF ~
I I ~ ~ ~ I $=0.50% 480 / I $-3.00% ~
: 'I~ :"W ku ^ ^ ^
480 ~~1~% *~ 1~1I I ~ ~ - . [I. \ UTlL ^ (^ ^ ^ ^ I ^ ^ ^ UTlL I ^ 1"-"",,- ^ x ^ ^ x
~ III ~ f 7.00' PVE .~ -~ I=- CB 111 413 .~ 413 CB 12@>2;;-413CBI3-----r413CB 14~'-1 ~~.~ ~~ - - - - - - - -
21-Fl=441_4~ ~ r ~ 00 ~ 04 \ ~ "\ 501 ~ (~. : ~~ RD .
EX SO MH ; If i f',.. T <& ... : - - - -'- - \- =l0"ST' - - - - - - .JiI- - -,,:.. - - "'" r_' '" . \ ST CO 13
10ft FL IN (S)=441.51 ~ 4::\: II I ~ 23 LF ~ -- ~ ') ~v \ c ~ . ,450
2211: IN (N)=441.25 ~ '6" ~ 5=0.25% --I---.: ~~;- "\ f- :/')Jr~~ ~r': : .;.-...:.:. '.'~., :.' '~"'~ :.."..: .' .~J5~ ,:~W///////////~,~f~J~~;"", h.,:, 1"w
Fl OUT (W)=441.2! - II I I .:1'" .....~.J. . ,'. " , -" rI, "V" v . '~ WLZ!//~ - - R<S< V/////////////~:fe't,v~~
RIM aEV.=445,91 ~ t, "W ..;.... ..' .~. '. .... '.. '.:' ", '.:. '.' '.: ~:. '.r. '~KXXXY/ I( = = = = = = = ......... ~ ., '.
; Ii. I 1 ~"W. , ~ _! 1"W R~:'i~' " ___ ~
t' II,.' 'I :'. ",:: /' r ;-:-'\ '\ · 61 LF ",' "~ i\.. 55 LF 478 __
; r ~ I~" V ): ~ 11 478 5=2.75%............ ~ I CB 67 412 ,j .... -... " :": . 48 LF
t' I 2 :os V / ~.......... CB 116 121 LF I; " ,.. / S=2OO% 279
~ ,,~,F 1~8LF '0v;/"~ !~SW:~;;:5 B := ~ ~. ~"5T MH #2 ~:12 III / 5=0~::: 16 412 CB 5 ~~ /,4~rl~':~8
~ J','/'j ~ f~ I'" ;' !::; 1\ I 450 ST CO 117 '" 'VV ~I . .~-- ~-- . ---.# ~ _____ \.. ~ V S-1.oo%
t' I '-.:1 f~NJ H1IV~'" - ! I I \. ~ / --B-sr I / Aft.. / ~ 11 LF
~i~ WASJEWATER ~r~ ,;: T ~!~ (':""-1~' I\~ l 4" FL=443.50\ ' \.... /// /---1-----. ~" '- 1 ", ~/.p I"r~~~L-- 5=:0.0 .279
:..:; .~ ~ ~" ~~.. \\ 1\\\ \\ fRO ~ '. · ~t:i:EE~ /:J / I\. 3a." LF ~ '-.....J GST CO 115 /~ . . . ..... ST CO lF4 450
: il. I.~ ~ 11':: ,\I \\\1, 'ITll---' I ~"j<:::> 5='0.30% ~ ~ /'" I..... ~. :' ~.
~ r .. ........... -6. WW '-'- - -- \. \ "' " '-. -.....-"-~"Ww ~.. ...,~::i: ~ RD
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~ ~)I"IJ-- 10. SD J:. WW CO _ 1 250 \WW CO 1/2 250 \ ~~.g%^ 279~': ~! \WW CO"#3 \:TDlil
EXISTING fiRE ~ ~. r 1~1. EX FL-441.0:l: 209 221 440 10' OUTfAll=443.60 444 ,x ~ 250 212
HYDRANT 60.00' R/W ---JR+,I- ! I
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Wlf &' ST STRUCTURE TABLE
WW co #1 ST CO #1
6" FL OUT (W)=441.08 8" FL IN (E)=442.78
RIM ELEV.=446.2:1: 8" Fl OUT (W)=442.78
RIM ELEV.=445.85
CB #1 209.
6" FL OUT (N);:::443.68 212.
GRATE ElEV.=445.18
221.
CB #2 250.
6ft FL OUT (N)=443.90
GRATE ELEV.=445.40 279.
CB #3 280.
6" FL OUT (N)=443.90
GRATE ElEV.=445.40 400.
.405.
CB #4 412.
6" Fl OUT (N)=444.36 413.
GRATE ELEV.=445.86
CB #5 440.
6" Fl OUT (5)=444.44 444.
GRATE ELEV.=445.94 450.
CB 66 478.
6" FL OUT (5)=444.16 479.
GRATE ElEV.=445.66
CB #7 480.
6" FL OUT (5)=443.84 500.
GRATE ElEV.=445.34 501.
AD #1 510.
B" FL OUT (N)=442.18 519.
GRATE ELEV.=443.85 520.
521.
ww CO 62
6- A.. OUT (W)=442.04
RIM ELEV.=445.89
ST CO #2
6" Fl IN (E)=443.28
8" Fl OUT (W)=443.28
RIM ELE.V.=445.69
WN CO #3
6. Fl OUT {W)=443.04
RIM ElEV.=446.30
ST CO #3
6*FL OUT (5)=444.00
RIM ELEV.=446.95
ST CO #4
6" FL OUT {S)=444.68
RIM ElEV.=446.95
TO #1
4- fl OUT (NW)=444.~6
GRATE ELEV.=446.20
ST MH H 1
B" FL IN (5)=442.28
10- Fl IN (E)=442.28
12ft FL OUT (SW)=442.18
RIM ElEV.=446.84
ST MH #2
6- FL IN (N)=443.75
8" Fl IN (E)=443.75
10" Fl OUT (SW)=443.70
RIM ElEV.=445.46
ST CO #5
8" Fl OUT (W)=444.35
RIM ELEV.=446.06
ST CO #6
8" FL OUT (S)=444.25
RIM ELEV.=446.43
5T CO #7
6" FL OUT (5)=444.36
RIM ElEV.=446.45
UTILITY PLAN
~ CONSTRUCTION NOTES
CONNECT TO EXISTING PIPE.
CONST TRASH DRAIN AS PER DETAIL REFER TO
SHEET C3.
CONST 4 "x 61rx61f WYE.
CONST STD. WASTEWATER ClEANOUT AS PER DETAIL
REFER TO SHEET C3.
CONST 4" PVC WASTEWATER PIPE. ASTM 03034 WITH
RUBBER GASKET JOINTS AND TRACER WIRE.
CONST6" PVC WASTEWATER PIPE, ASTM 03034 WITH
RUBBER GASKET JOINTS AND TRACER WIRE.
CONST STD. STORM DRAIN MANHOLE.
CONST AREA DRAfN AS PER DETAIL REFER TO SHEET C3.
CONST DUAL CHAMBER CATCH BASINPS PER DETAIL
REfER TO SHEET C3.
CONST DUAl CHAMBERCATCHBAS1N .wrrn fOSStlE ALTER
AS PER DETAlLREFER TO SHEET C3.
CONST BIO FILTRATION SWALE.
CONST ClASS 6- ROUND ROCK OUTFALL STRUCTURE.
CONST STD. STORM CLEANOUT AS PER DETAIL
REFER TO SHEET C3.
CONST 6" STORM DRAIN PIPE. ASTM 03034 WITH
RUBBER GASKET JOINTS AND TRACER WIRE.
CONST aft STORM DRAIN PIPE. ASTM 03034 WITH
RUBBER GASKET JOINTS AND TRACER WIRE.
CONST 10" STORM DRAIN PIPE, ASTM 03034 WITH
RUBBER GASKET JOINTS AND TRACER WIRE.
CONST 1" WATER METER.
CONST 1- SCH 40 WATER SERVICE.
REMOVE EXISTING WATER MEfERS.
CONST 6. 01 WATER UNE PER S.U.B. ..' STD.
CONST 6" GATE VALVE PER S.U.B. STD.
CONST ARE HYDRANT PER S.U.B STD.
NOTES:
1. BIO-SWALE PlANTING TO BE PROVIDED ON
PlANTING PlAN.
2. DESIGN FOR UTlUTIES (I.E. PHONE, lV, me.)
SHAll BE PERFORMED BY THE SERVICE PROVIDER.
LEGEND
~
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EXISTING UTllflY POLE
EX/SYNC WATER METER, UNE & VALVE
EXISTING FIRE HYDRANT
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EXISTlNGWASTEWAm? MANHOLE &- LINE
EXlSnNG 5TORMWATER MANHOLE, UNE &-
CURB INLET
EXISTING UNDERGROUND ifn/JT/ES (LE.
PHONE, 111, Me)
PROPOSED ARE HYDRANT
(C) PROPOSED STORMWATER MANHOLL LINE &- CLEAN OUT
PROPOSED AREA DRAIN
PROPOSED C4TCH BASIN
PROPOSED UllUlY UNE (l.E. PHONE, rn Me)
e> PROPOSED WASTEWATER MANHOLE, LINE tt CLEAN OUT
PROPOSED TRASH DRAIN
20' 0 20' 40'
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522
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EX WW MH
8ft fl IN {S)=439.33
8- FL OUT (N)=439.23
RIM ElEV.=446.46
CITY OF SPRINGfiELD No. PRE200B-00002
ASSESSOR's MAP 17-03-26-24 Tl. 1100
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Date Received:
FEB - 7 2008 t-:
acX- , n
SHEET 3 OF 4 Original Submittal 01
OLSON & MORRIS 380
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GRADING & PAVING PLAN
GENERAL NOTES:
1. LOCATION OF UTIunES ftS SHOWN ARE APPROXIMATE.
CONTRACTOR SHALl HAVE SERVICING UTlUTlES fiELD lOCATE
UTlUTJES PRIOR TO CONSTRUCTION. CONTRACTOR SHAlL FOllOW
AU.. REQUIREMENTS OF OAR 952-001-0010 THROUGH
952-001-0090. ONE CALL PHONE NUMBER 1-800-332-2344.
2. ElEVATIONS ARE BASED UPON CfTY OF SPRINGFlEID DATUM A
BRASS CAP AT THE NORTHfAST CORNER OF Q STREET AND 2ND
STREET. ELEVATION = 447.81.
3. CONSTRUCTION OF ALL PRIVATE SEWERS SHALL COMPLY WITH THE
CURRENT OREGON STATE PLUMBING CODES, THE LOCAL
AUTHORITY AND ftS SPECfAED HEREIN. SEWER AND MANHOLE
TESTING SHALl COMPLY WITH THE CURRENT OREGON STATE
PLUMBiNG SPECiAllYCOOESAND THE lOCAl .AUTHORfiY.
4. THE CONTRACTOR SHALL OVEREXCAVATE AlL AREAS WHERE
SUBBASE COMPACTION DOES NOT MEET THE REQUIRED STANDARD
SPECIfiCATIONS, AS OETERMfNEOBY ffElOINSPEcnON. THE
CONTRACTOR SHALL OVEREXCAVATE AT 6" BaOw SUBGRAOE, LAY
APPROVED GEOTEXTILE FABRIC AND COMPACT GRANUlAR BACKFIll
MATERIAL CONTRACTOR SHALl COORDINATE AlL INSPECTION WITH
THE PROJECT ENGINEER.
5. PROVIDE SHORING OF AlL TRENCHES AS REQUIRED BY FEDERAl,
STATE AND LOCAL AUTHORmES.
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6. WHERE CONNECTING TO AN EXISTING PIPE, THE CONTRACTOR
SHAlL EXPOSE EXISTING PIPE AND mow THE ENGINEER TO
VERIfY EXACT LOCATION AND ELEVATION PRIOR TO LAYING NEW
PIPE.
7. REQUESTS BY THE CONTRACTOR FOR CHANGES TO THE PlANS
MUST BE APPROVED BY THE CONSULTING ENGINEER AND THE
OWNER BEFORE THE CHANGES ARE IMPlEMENTED.
8. THE CONTRACTOR SHALl EMPLOY CONSTRUCTION PRACTICES
WHICH WILL MINIMIZE THE EROSION OF DISTURBED GROUND
DURiNG THE CONSTRUCTIONACTM1Y. THE PRACTICES SHAll
COMPLY WITH THE OREGON DEPARTMENT OF ENVIRONMENTAL
QUALITY NATIONAL POLLUTION DISCHARGE EUMlNATlON SYSTEM
PERMIT. PURSUANT TO ORS 468.740 AND THE fEDERAL CLEAN
WATER ACT.
9. WHEN PERFORMING EXCAVATIONS, THE CONTRACTOR SHAll
COMPLY WITH THE PROVISIONS OF OAR 952-001-0010 TO
952-001-0090, WHICH INCLUDE REQUIREMENTS THAT THE
CONTRACTOR HAND-EXPOSE (POT-HOLE) UNDERGROUND
fAClLITIES AND USE REASONABLE CARE TO AVOID DAMAGING
THEM.
10. PROVIDE OUST CONTROl AT All TIMES.
1. CONST EXTRUDED CURB AS PER DErAIL REFER TO
SHEET C3.
2. CONST MONOUTHtC CURB AS PER DETAIL REfER TO
SHEET C3. ,
3. CONST STD. WHELL STOP ftS PER DETAIL REFER TO
SHEET C3.
15. CONST 3~ AC ON 10. CRUSHED ROCK.
40. CONST 4" CONCRETE OVER 1" CRUSHED ROCK.
41. CONST 6" CONCRETE OVER 1" CRUSHED ROCK.
42. CONST 8" CONCRETE OVER 1" CRUSHED ROCK.
57. CONST ADA COMPUANT RAMP.
58. CONST STD. COMMERCIAL DRIVEWAY APRON AS PER CIlY
OF SPRINGFIELD STD. DWG H 3-20.
82. SAWCUT AND REMOVEEXtsTlNG AC TO CUTltNE.
83. SAWCUT AND REMOVE EXISTING CONCRETE TO CUTUNE.
c::J CONSTRUCTION NOTES
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PROPERTY IS ALREADY DEVELOPED
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SHEET 4 OF 4 Original SubmittaL tl,;( 0
OLSON & MORRIS 380
CITY OF SPRINGFIELD No. PRE200B-00002
ASSESSOR's MAP 17-03-26-24 TL 1100
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PRUNU5 LAUROCERA5U5 "MOUNTYERNON'
fLEX CORNUTA " BUFORDfJ-' BUFORD HOLLY
CORNUS SERlCEA ~EL5EYU'l rYNARF RED1V,nG DOGWOOD
THUJA CY..A:IDENTAUS 'EMERALD GREEN' ! ARBORV!1AE
NANDJNA DOME511CA "NANA PURUREA'
DAYLillY 45'fEllA DE ORO'
LONICERA PtLEATA I PRIVET HONEYSUCKLE
EUONYMU5 ALATtJS "COMPACTA'I WiNGED EUON'iMU5
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CORNU5 SER1CEA I REOTMG DOGWOOD
JUNCUS EFFUSUS 'PAC;FiCUS' I COMMON RUSH
CAREX OBNUPTA / SLOUGH SEDGE
MAHONIA AQUfFOUUM /TALL OREGON GRAPE
5YMPHOCARPU5 ALBA! COMMON 5NOWBERRY
AS1ER SUSf1CA1US I DOUGLAS ASTER
LUFiNUS MiCRANTHU5 j SMALL FLOWERED lUPjNE
CAMA551A QUAMA5H I COMMON CAMA5
ARCTOSTAPHYLL05 UYA-UR5i J KJNNiCKlNNiCK
FR,A,Gl\Rtl\ VtRGI~JI/\NA I V'JILD 5TR/\WBERRY
3 GAL
1 GAL.
1 GAL.
3 GAL
3 GAL
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1 GAL
1 GAL
4-
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1
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TREES
1
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1
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ACER RUBRUM ~AUfUMN BLAZE. I RED MAfLE
ZElKO\I,~ 5ER,RATA'GREEN VA5F
ACER MACRQPHYLU)M I BlGLEAF MAPLE
FRAXfNU5 LATIFOLJA I OREGON ASH
CORNU5 NUTTALUII WESTERN FLOWERING DOGWOOD
51YRAX JAPONICA I JAPANESE SNOWI3ELL
fRAXfNU5 DXYCARPA I 'RAYWODO.
2" CAL
2-CAL
2" CAL.
2" CAL.
'ZeAL
2" CAL
2" CAL
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Ae IRRIGATION SYSTEM
1. AN AUTOMATIC Uf'JDERGROUND IRRIGATION SYSTEM WILL BE DE5IGNED AND IN51ALLED IN ALL
SHRUB BEDS AND IN THE 5VJI\LE, BY A REPUTABLE LICENSED CONtRACTOR. THE 5~VALE
SHOULD BE ZONED SEPARATELY 50 THAI ONCE PLANTINGS ARE ESTABLISHED WATER CAN BE
APPLIED INFREQUENTL't (THE 5WALE HAS BEEN DESIGNED USiNG NATIVE SHRUBS AND
GRASSES AND WILL NEED Ur-rLE WAfER ONCE ESfABU5HED).
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1. USE ONLY SHRUBS AND VARiETIES iNDiCAfED ON PLAN. CHANGE5MU5f BE
APPROVED BY DESIGNER.
2. PURCHASE HEALtHY MATERIAL Al THE MINIMUM SIZES iNDiCATED ON PLANl SCHEDULE.
3. f'LACEMENT Of 5HRUBS SHOULD MArCH DESIGN AS CLOSELY AS POSSIBLE. MINOR
,A,DJUS TMENTS IN PLANf S~A\CING 15 ACCEPTABLE.
4. DESfGNER J5 NOT RESPONSIBLE FOR PlANT FAILURE.
5. PLANT QUANTITY SHOULD BE BASED ON PLANllNG PLAN. NOT PLANT UST.
6. BEFORE PLANllNG REMOVE ALL WA5'fE MATERIAL FROM PLANTING AREAS.
7. BECAUSE OF CONSTRUCTION COMF:ACfION OF SOIL. REPLACE TOPSOIL AND HEAVILY AMEND
SHRUB BEDS WITH A fHREE 10 5fX INCH LAYER OF COMPOST. TIll ENTIRE AREA 10 A DEPTH
OF 6:~1Z.
8. BEFORE PL/\NTING TREES. AMEND A CIRCULAR AREA Ai LEAS'- 6' ACROSS WiTH A THREE-fQ-'
SIX INCH LAYER OF RICH COMPOST. TILL ENllRE AREA TO ^ DEP1H OF ONE FOOT~
9. PROVIDE 3'" OF 5HREDDED BARK MULCH OVER ALL PLANTING BEDS.
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c. VEGETAfED SWALE NOTES
1. REFER TO THE CITY OF PORTLAND STORM WATE/? MANAGEMENT MANUAL FOR OfTAJl.FD
INSTRUCTlON5 ON PLANl1NG VEGEfAfED SWALES.
2. NO MAfERfAL S10RAGE OR HEAVY EQUIPMENT IS ALLOWED WfTHfN THE SWALE FACILfiY AREA
AFTER SITE CLE,A,R!NG ,A,ND GRf,DING H,A,5 BEEN CO t..1 PLEf ED, EXCEPT TO EXCP,Y1\1E I\~~D GR/\DE
AS NEEDED TO BUILD THE FACILITY: VEGETATED SWALE AREAS SHOULD BE CLEARLY MARKED
TO AVOID SOIL DISTURBANCE AND COMPAC110N DURING CONSTRUCTION.
3. AffER IHE FAC1U1Y AREA i5 CLEARED AND GRADED. ALL DiSTURBED SUBSOiL SHALL BE fILLED
BEFORE CAPPiNG WITH 12 TO 18 INCHES OF fOPSOIL. IF EXISTING AREAS SURROUNDING THE
5TORMWATER FACILITY ARE DISTURBED BY CON5lRUCTlON, THE TOP 18 INCHES OF SOIL SHALL
BE TILLED. AFTER TILLING 15 COt""PLEiED, NO OlHER. CON5TRUC110N TRAFFIC SHALL BE
,A,LLOW'ED IN THE AREA, EXCEPT FOR PLANTING AND RELATED WORK. APPENDiX F SI0RM'wArER
MANAGEMENT MANUAL
4. NAl1VE PLANTS HAVE BEEN SPECIFICALLY CHOSEN TO GRON !N 'THE SWALE ENViRONMENT.
USE ONLY SHRUBS. GRA55ESAND TREES INDiCATED ON PLAN. CHANGES MUST BE APROVED
BY DESIGNER.
5. PLACEMENT OF PLANTS SHOULD MATCH DESIGN AS CLOSELY AS POSSIBLE. THIS 15 VITAL TOTHE
PROPER FUNCTIONING OF THE 5WALE.
6. CHECK Dl\~.AS 5H,A,LL BE CONSrRU(,1 ED OF ROCK. CHECK DAMS SHALL BE 12 INet-IEG iN LENGiH,
BY rHE WIDTH OF IHE SWAlE, BY 3 TO 6 INCHES 1N HEIGHT.
Vegetated Swale
Collection/ overflow facility at
downstream end of swale to
acceptable disposal point per
Section i.4 \
3-5" deep check dams @
12' to 20' intervals or
minimum 2 dams per
sv.rale
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6" min
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side slopes
For parking lots:
12" x 12" clear
flow area at
cutouts
perm'ble filter fabric,
optional
\
Minimum 12"
Growing medium
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PLANT ON OO1TOM OF 5WALE
4 CORNUS SERlCEA I REOlWttG DOGWOOD
7 JUNCUS EFfUSU& "P AClffCUS'1 COMMON RUSH
3 CAREX OBNUPfA I SLOUGH SEDGE
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C-oROUND COVER OF E!THERlOOTH I
"ARCTOSTAf'HYLl095 UVA-UR5t I KJNNICKlNNICK I
. FRAGARlA Y1RGlNIANA I WILD STRAvY'BERRY i
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f"lANT ON StDE5' Of SWALE
:3 MAHONIA AGmr:OUUM I TALL GREOON GR;\PE
3 5YMPHOCARPU5 ALBA f COMMON 5NOYlBERRY
2 A&rER &USP1CArUSi DOUGLAS ASTER
1 WPfNUG MICR.~rHU5 J SMALL FLOVv'ERED LUPINE
1 CAMA55IA QUAMA5H f COMMON CAMA5
REPEAi THIS PLANTING FOUR. TIMES
AROUND THE VEGETATED 5WM.E
FOR li', TOT,AJ. Of:
10 TREES
40 LARGE SHRUBS
l 60 GRASSES
GROUND COVER AS NEEDED 12" D.C.
1R.EE5, SHRUBS. GRASSES. & GROUND COVER FROM
'PJ:COMMENDED PLA..~if U5T FOR VEGET,A,TED SW,"\LES'
PORTl.ANO STORMWATER MANAGEMENT MANUAL
PLAJ\1TING PLAN
1": 20' - 0"
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FEB ... 1 2008
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USE 3" OF MULCH. 11 SliGHTlY Af30VE I I SOIL AND COMPOST.
KEEP MULCH 2" I I It GRADE. }t WAtER THOROUGHLY:
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CITY OF SPRINGRELD No. PRE2008-00002
ASSESSORS MAP 17-03-26-24 TL 1100
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SITE ASSESSMENT OF EXISTING CONDITIONS
FOR
R. KEEPERS INVESTMENTS, LtC
NW~ SEC. 26, T.17S. R.3W:W:M.
CITY OF SPRINGFIELD, LANE COUNTY, OREGON
SURVEYED: JANUARY 31, 2008
OJYNER/APPUCANT
R. KEEPERS INVESTMENTS, tLC
PO BOX 703
PLEASANT HILL, OR 97455
SHEET INDEX
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NOTES & RESTBlCTIONS
1. PROPERlY.liES WffHlN ZONE X ACCORDING TO FlRM MAP No. 41OJ9C11J4F DATED 9-27-85, IN AREAS DEIERMINfD TO
BE OUTSIDE OF 5OO-YFAR FLOOD.
2. PROPERTY UES WITHIN THE 20- YEAR 11ME OF TR4VR ACCORIJING TO THE WE/1.HfAD PROTECTlON AREAS MAP.
J. ,SOIL TYPE IS COURTNEY GRAVElLY SILTY ClAY LOAM - 71~ AND SALEM-URBAN /.AND COMPlEX - 29L
4.. BlANKET EASEMENT; FOR YnLDlES, TO THE CffY .OF EUGENE, RECORDED AUGUST 2, 192~ BOOK 15a PAGE 14~ lANE
COUNTY OW RECORDS.
5. BlANKET EASEMENT, FOR ELECTRIC TRANSMISSION liNE, TO THE C/1Y OF EUGENE, BY AND THROUGH THE EUGENE WATER
BOARD, RECORDED AI/GUST 2fi, 1937, BOOK 188, PAGE 557, lANE COUNTY DEED RECORDS.
6. RIGHT-OF-WAY UNDERGROUND EASEMENT, FOR llTlUTIES, TO THE CITY OF SPRlNGFlEUJ, A MUNICIPAL CORPORA71ON,
ACTING BY AND THROUGH ns SPRINGFIELD iRllITY BOARD; RECORDED APRIL 1~ 2007, RECEPHON No. 2007-025196,
lANE COUNTY OffiCIAL RECORDS.
7. IMPROVEMENT AGREEMENT INCLUDING NOTICE OFPOTENTlAL ASSESSMENT liEN, RECORDED MAY 22, 2007, RECEPTION No.
2007-034346, lANE COUNTY 0FFlCIAl. RECORDS.
8. UNEOF CREOffDEED OF lRlJS4 UBERTYBANK AS BENffiClARY,RECORDED SEPTEMBER 26" 2OOl- RECEPTION No..
2007-066855, lANE COUNTY 0FF1C1AL RECORDS.
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