HomeMy WebLinkAboutPlan, Final APPLICANT 4/16/2008
~~t.\) PROF'C&
~~G'~Ne lfa
5I-JEET INDEX: (:-1/ ~/. ~ V__661:63.:r ~
SI4EET SPl SITE PLAN _ __ ~= ~ \
SI4EET Cl.0 COVER Sl-EET byfo-ba DESiGN ~UP ~\U'^ OREGON ~ I...~
SI4EET C2J!) sire ASSE5eMENT OF CX~TtNG COND~TJ0N5 ~~ 14,~~
SI4EET C3.0 51TE IMF'~OYEMENTS, GAADING, pt=eAINAGE, ~ AI p~~~
AND PAViNG FL.AN ·
SI4EET C3.t DRAINAGE AND PAVING PROFILES ~ Expires: 12-31-08
SI4EET C4.0 LANDSCAPING PLAN
8I-1EET AI FLOO~ PLANS" ELEVATIONS ;f
- @- . THE 2nd NEAREST FIFie I-IYD~NT 15 LOCATeD AT-r-~OX. 160 feet
NOPrrI-l OI=TI-IE ~~y ~ER AT TI-IE NORT4-IWE&T COF:N5R
OF 28th Si.l"1tc" or,,'( .1..OCA I cv1l'l I HcWE5T OIVC WALle:. )
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,
i:XiSTfNCf$ WASTE: WA~
MANJ.40LE WI 8" LINES
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: .,:~~j .... 5TOI'WioE (AeOVl:) ,l,2(l)(l) 6"1_ ft. ~;.5>>\;r.f/~~ "; .:~::.:..~'> ~,'.: ::;:, :::" ~~I~ EXISTING UttU5ED
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:1 ,;.':\ ~--j aJ:CtR1CAL 5I-lOP , 2,.41216 &<:\- rt. !.; : ~ : '; ::::: .<: : ~;; ',;': ' ~ :.,: .... ".' _ ." :.':". '. '. .:.;: ~ - ~::, @
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i ~:::,1;IFROF05ED BUILDING ONE l~~~~>:~)\:~; :38'-IZ>" , 8' , lIZ>' , ~ PROPOSED AJ:._ @ ~ ~ .~~~.~.u~;::..:,.:. ::.::.:..~.': ~ ~
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Q 1:1.'.'. I E1..EcmICAL.644OP 2,40(2) q f't :. f'~' ...,..; ..' \::::!:/ \ " I ~ ~ \ 7//: '. ...... '-. .;. ..... '-~'-~.- .; '" '. '. '.. .... '. .... -.. :- .':.-"'.- ......-. "- .._. .'. ....,....... . (I ,'\
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LOT COVERAGE
TOTAL LOT AREA IS : 19,128 6q. ft.
EXISTING PAf;.KING .t pRYEWAYFt, ,l1,22e> aq. ft..
EXI6TING etJllplNG 3,844 &q. f't.
PFtOFOSED HPAFeKlNG.t DftYEWA Y6 2544e> aq. f't.
r-r<OPOeED SUILDINGS ONE .t TWO.. 13,2flW &q. ft..
CONC..5OUT-1-4 .t WE6T OF eLDG. ONE .1,%e> &q. ft..
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TI-II: I-IEIGI-IT OF A r-~E &TANDING EXTERIOR LIGI-IT FIXTURE
SI-IALL NOT EXCEED 25 FEET OR TI-IE HEIGI-IT OF TI-IE
ffilNCIPAL FERMlt 't:D STRUCTURE, WJ.4tCl-l5YER IS LE55.
HEtGI-IT SI-IALL 6E MEASURED AS tHE veRTICAL DI5t ANCE
SETWEEN THE PAVED 5U~AC5 AND TI-I5 6OTTOM OF THE
LIGI-IT FIXTUFie.
TOTAL COVi::.r<AGE
55,664 eq, ft.
ON-srlS:: LIGI-ITING STANDARDS
ON-SITE L1G1-1TING SI-IALL SE THE MINIMUM ILLUMINATtON
NECESSARY FOR A GIvEN Ar-rLICATION. ALL EXTERIOR
LIGI-IT FIX'1Ur=.cS SI-IALL SE SI-IIELDED OR RECE55ED 50 Tf4AT
DIFieCT GLARE AND ~rLECTION AFie CONTAINED WITI-IIN TI-IE
60UNDARIES OF THE FRVr-C~II', AND 5f4ALL 6E DIRECTED
DOlLNWARD AND AWAY FROM A6UTTING PROPERTIES, FU6LIC
RIGI-IT -OF-WAYS .AND OTI-I5R FRv I cCTED AREAS IDENTIFIED
IN TI-IE CITY OF SPRINGFIELD CODE.
---@
------
---
--- EXISTl6 POWER
TRAf\J~
* TI-IE NEAREST TRAFFIC CONTROL
DEvICE 15 A T~FFIC LIGI-IT AT TI-IE
INT5P'...eECTION OF 28th SI r=.cET and
MAIN STFieET,
,
\.
T1-45 NEAREST OUT GOING L TO T~NSIT eus STOP
15 ,LOCATED ON THE SOUTf4 SIDE OF MAIN St"
Af-r-r<OXIMATEL Y 200 FEET TO TJ-IE EAST OF TJ-IE
INTERSECTION OF 28th St. and MAIN St.,
~ 1/2')' ..
/ ..
8 f't, f..H~1-4 CMU WALL 6 f't. 1-41~1-4 CMU WALL
8/2')'-/2')"
..
..
.......
........
THE NEARESt IN COMING L TO TRANSIT eus STOP
IS LOCATeD ON TI-IE NORT~ SIDE OF MAIN St..,
AFFROXIMATEL Y t400 FEET TO TI-IE WEST OF TI-IE
INTERSECTION OF 28th St.. and MAIN St.
-@- THE NEARESt FIRE HrDRANT 15 LOCATED APFROX. 110 feet
5OUT1-4 OF TI-4E ~Rt'Y CORNER ON THE WEST SIDE OF 28th
STFieET, ( LOCATED IN T~ SIDE WALK)
--
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~
~
DESIGN TEAM:
SITE PLAN
SCALE:ltf = 201_e>tf
.........
BICYCLE PARKING LAYOUT ( EACH BLDG. )
.... ,
5f I J:: FLAN LEGEND
SLDG. ONE 4 TWO 5f'1 J:: ADDRESS
PARKING PER S-1 & B OCCUPANCY = 1 per 3,000 sq. ft.
BLDG. ONE - 9,600 / 3,000 = 3.20
BLDG. TWO - 4,800 / 3;000 = 1 .60
REQUJRED: PROVIDED:
MINIMUM REQ'D = 4 SHORT TERM = 3
X 80% (LONG TERM) = 1 LONG TERM = 1
TOTAL REQ'D = 4
* Q?>
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<0
2' 2' 2' 2'
, J( , , ,
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EXISTING MAN 1-I0lE
OUTSIDE 115w MI-l WALL PACK (elPG. FACE MOUNT)
ON PI-IOTO-ELECTRIC CELL_
LIGf-JT POLE 'bl f-J1GJ.4 WI CUTOFF SI-IOEBOX FIX11JFe
POINTED5OUTI-l, 250 WATT6 METAL f-JALIDE
* SEE "aN-eITE LIGI4TING eT ANDARDe" TJ.IIS eJ..IEET
CODE COMFLIANCE
ELEV. @
99.9
* IXI
BtUlDINGS ONE 4 TWO
3b4 28th ST.
6r-r-:;INGFIELD, OfEGON
11-0.3-.36-14 Lot 222flW
OUNERO: eLACKTAIL r-~OFERTIES, LLC, - (541) 141-2124
P.o.. eox 691 - WALTERVILLE, OR 91489
KEVIN M.. FETE~ON, FE, (541) 393-01&2 - Fax (541) 393-~1e3
KP ENGINEERING, PC, 4222 COMMERCE o. rdEET, SuIte E-5, EUGENE, OR 914(2)2
TODD D. POWELL, r-'t:, (541) ~-1~2 - fax (541) ~-1~3
I"t>a DESIGN ~OUP, 15e> North 1th STFQ::a:: .', SffiINGFJELD, OR 91411
KARIM JTUM, t-a::, (5fZ)9) 8.39- 1~ -
SUN BUILDING SYSTEMS, 2tZ>tZ>2 MORGAN ROAD, SUNNYSIDE, WA 98944
~OJECT CONTRACTOR: RANDY BELISLE, - (541) 484-4244
OFeCGON CASCADE FABRICATION, C~.,
tJ<a0 OCEAN AYE, EUGENE, OR ~1402
. y'
(2) ~CK HOOPS
44I.1JY, 126, 1-1~
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=
OL YMPfC 6T,
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2' -0" O.C.
4' _0" (lYP.)
.ElECTFieIC t'-IC. cR
ZONE:
CC = COMMUNITY COMMERCIAL
PAINT:
VERfFYCOLOR
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::: CENTENNIAL BL YD. ..
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GAO METER
PIlE l-IYDRANT
CONSTRUCTION TYr-a::: 6UILpING ONE · 5-A SprlnI<Jered
SUllDING TWO · ~-a ~.;SprTnl<Jered
PROVIDE --
2 HOOPS
~
1 7/8"if, STEEL PIPE
SCH. 40 GALVANIZED
AFTER FABRICATION
SLOG.. ONE OCCUPANCY: MIXED OCCUPANCY - NON-SEPARATED Mlxc&.;) USE
1,2t2>tZ> &q.. f't. GROUP e-l, (WarehoU&e" supplle& )
1,2(t)0 &q. ft. ~OUP 6, (ElectrIcal contractor offtce& )
BUILDING ONE SIZE: &,~ &q. ft.. TOTAL FOOT PRINT
APDITIONAL AfieEA: 1,2e>e> &q. ft.. GFWUP e, ( 2nc::t Floor FIle Storags )
eLPG. TWO OCCUPANCY: MIXED OCCUPANCY - NON-5EPAAATED MIXEp USE
4~(/) eq. rt.. GROUP S-l (WarenoU&s.t e,+-~lIee )
8fZ)(l) &q.. ft.. GROUP 6 (Genera I off'fce& )
BUilDING TWO SIZE: 4~ &q. f't.. TOTAL FOOT PRINT
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UTJLITIES POWER POLE
SITE PLAN CONSTRUCTION NOTES
2"x3/4" CHANNEL
/ AT HOOP ENDS
/(2) 1/2"f/J WEDGE
/,. EXPANSION BOLTS
@ EA. RACK HOOP
'f
-- ----!
N
1 /4"
1 /4"
>'/~ ~ 11/4"V
\ --". t " ---n
'-- 2"x3/4H CHANNEL BRACES
AT CONTINUOUS RACK ENDS
AND 24" o.c.
ltGl-lT, PI-IONE, .. CA6lEPQlE(GENEAAl UTILITIEe)
EXI6TING EXTEFeIQR e~ET liGHTING ON
PI-1OTO-ElE~ I r<IC CEll
WATER METER VAULT
-PROPOSEJ:> hll EXTFalPED CU~
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<D FROvlDE MfN. 3f't. WIDE ASPI-IAL T 6U~ACE ACCES616LE ROUTE TOT~ FUeLICWA Y.
MAXIMUM SLOPE 112fZ>, MAXIMUM CROS6 6LOPE 1/S0. PROVIDE 2 to 4 lNCI-4 DIAGONAL
CONTRASTING $TRfFFING Wf-tEN CROSSING VEi-fiCULAR WAYS, (r~OVIDE 6J1
EXTRUDED cure TO SEPARATE ACCE6616LE ROUTE FROM YEI-4ICULAR D~IYEWAY
-WJ-IEN THEYAFe FARALLELTO EACH OTJ..lER, SEE DTL. .sIC] ).
@ TI-IIS ACCES616LE PARKING 6PACE REQUIRED TO BE vAN ACCE6SI6LE, 6EE DTL. 2/C1.
@) ffiOVIDE ACCESSf6lE ~OUTE TO 6UILDlNG, MAXIMUM 5LOPE 1/20. MAXIMUM C~06S
SLOPES NOT TO EXCEED 1~0.
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EXISTING b'-fZ)1I I-IIGI-I Cf-IAIN LINK FENCE
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EXISTING CONCRl:.Il:. SURFACE
~
MAIN ST.
ALLOWA6LE AREA ( EACI-I 6LDGI., )
t, ~05ED b ft. or 8 f't. f-JIGI-I CMU WALL
J"")oll:.OPoea::> DOlLN SPOUT WfTI-l -
b" DIA. PIPE TO EXTEND 1211 ABOVE ~E
@)
LOCATION OF T~ RECEPTACLE TO eE oUrSIDE,PROVJDE SOLID 6" CMU BLOCK
WALL OR OTI-4ER SOLID 5Ckt:a::,-JING. ~CEPTACLE AREA TO I-IAYE FLOO~ DRAIN WITf-t
CONNECTION TO CITY WASTE WATER COLLECTION 6YSTEM. r-~OVIDE SLOFED
-FlNt5I4E.D'SLA6 TO.FL-ooR~iN.T-HE~CEPTACL-E AREA ,IS TO-eE PFeOYIDED WITI-4
A ROOF STRUCTURE. DETAIL6 TO 6E ;-~OVIDED AT TIME OF SUILDING PERMIT.
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I-IOOF 5TYLE elKE RACK
South A ST.
BUllplNG ONE TOTAL AREA:
BUILplNG TWO TOTAL AfieEA:
gjbflW &q" ft.. TOTAL r-~Po&ED AREA
4~ &q. f't.. TOTAL PROPOSEp A~A
NOTES:
HANDICAP PAFa<ING
SIGN, (1'YF'E OR20-b6)
and VAN-ACC55516LE
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6A5IC 9,0~~ 6q.. ft. MAXIMUM SLDG.. TWO.. (S-6)
PER 2t2>tZ>' OSSC, Tabls 5e>3 (eASEl' ON 5-1 occupanC9)
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INSTALLIN~ (12) 111 DEEP x 1/4" WIDE 6AW CUTS e 2" O.c. INTO EXI6TIN~ ASPI-4ALT
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12"
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28 SPACES
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FARKING CALCULATION5
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1N8TALL 6" EXTRUDED CUReS AT LANDSCAPING PLANTING AREAS OR 6"1-1161-1 UJf..IEEL StoPe.
LOCATION OF (3)~ORT TERM BIKE PARKING SPACES, SEE DETAIL 3/CI FOR LAY OUT.
(1) LONG TEFiit1 IN61DE BICYCLE PA~IN~, IN6T ALL EYE 1-4001<. INTO CONC. FLOO~ O~ WALL.
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SITE ADDRESS
364 28TH STREET,
SPRINGFIELD. OR
TAX ACCOUNT NUMBERS
MAP NO. 17-03-36-14
TAX LOTS: 22200
OWNER
BLACKTAIL PROPERTIES, LLC
C/O JOSH BURRELL
P.O. BOX 697
WALl tt<VlLlE, OR 97489
(541) 913-1479
CIVIL ENGINEER
HBA DESIGN GROUP, LLC.
C/O TODD POWELL, P .E.
150 NORTH 7TH STREET
SPRINGFIELD. OR 97477
(541) 988-1862
STRUCTURAL ENGINEER I PLANNER
KP ENGINEERING, P.C.
C/O KEVIN PETERSON, P.E.
4222 COMMERCE ST.. SUITE E5
EUGENE, OR 97402
(541) 393-0782
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SHEET INDEX
SHEET Cl.0
SHEET C2.0
SHEET C3.0
SHEET C3.1
SHEET C4.0
/ /
CALL TWO BUSINESS
DAYS BEFORE YOU
DIG 1-800-332-2344
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COVER SHEET
SITE ASSESSMENT OF EXISTING CONDITIONS
SITE IMPROVEMENTS. DRAINAGE, GRADING.
AND PAVJNG PLAN
DRAINAGE AND PAVING PROFILES
LANDSCAPE PLAN Date Received:
APR 1 6 2008
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DESIGN GROUP
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WASHINGTON
425.252.2826 phone
425.252.9551 fax
1721 Hewitt Avenue
Fourth Floor
Everett, WA 98201
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OREGON
541.988.1862 phone
541.988.1863 fax
150 North 7th Street
Springfield, OR 97477
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COVER
JOB NO.
0-2054-07.
H:\PROJECT FlLES\AClIVE\BUR28\dwg\BUR28-Cl'o.dNg, Cl.G, 3/12/2008 6:58:30 AM, mgruzensky, Copyright 2008 HBA l>eslgn Group, u.c
SE1/4 NE1/4 SECTION 36, TOWNSHIP 17 SOUTH, RANGE 3 WEST, W.M.
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THE SECOND NEAREST FIRE I::FY6~ANT'lS"--L6cATE6'~""" ..-t"'EX:-D'MH'~1'01""N. ..~t;l-:ri
APPROX. 160' NORTH OF ,TffE: NORTHEAST PROPER~IM 468.34 ~~ (/)~
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land use planning + civil engineering -
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THE NEAREST FIRE HYDRANT IS LOCATED APPROX. .
110' SOUTH OF THE SOUTHEAST PROPERTY CORNER
ON THE WEST SIDE OF 28th ST. (LOCATED IN THE
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LEGEND
EXISTING IMPERVIOUS AREA
100-YR FLOODPLAIN & FLOODWAY BOUNDARIES
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THE SITE IS NOT LOCATED WITHIN ANY 100- YR FLOODPLAIN OR FLOODWA Y BOUNDARY
FEMA ZONE: ZONE X
FEMA FLOOD INSURANCE RATE MAP (ARM) #41039C1161
TIME OF TRAVEL ZONES
14.475 SF (0.34 ACRES)
EXISTING GRAVEL AREA ASSOCI A TED
WITH EXISTING BUILDING AND
EXISTING BUILDING TO REMAIN
//////////
EXISTING ASPHALT
EXISTING GRAVEL
SCALE: 1" = 20'
WELLHEAD PROTECTION ZONE: 10 & 20 YEAR TOTZ
EXISTING CONDITIONS NOTE:
~
o 10' 20' 40'
CONTOUR INTERVAL = 1 FOOT
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EXISTING CONDITIONS DEPICTED ON THIS DRAWING HAVE BEEN AELD MEASURED
BY KP ENGINEERING. pc. THEREFORE. ALL EXISTING STRUCTURES ARE
APPROXIMATE IN NATURE AND SHALL BE CONARMED PRIOR TO CONSTRUCTION.
EXISTING WETLANDS
WA':;) It. WATER MANHOLE
NO WETLANDS ARE PRESENT ON THE SUBJECT PROPERTY
STORM MANHOLE
WASTE WATER LINE
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SOIL TYPE & EXISTING VEGETATION
STORM WA TER LINE
EXISTING GAS METER
ST
SOIL TYPE - 32 COBURG - URBAN LAND COMPLEX PER SOILS STUDY OF LANE
COUNTY OREGON
WATER TABLE DEPTH - NO HIGH GWT LISTED FOR THE SOIL TYPE PER SOILS
SWDY OF LANE COUNTY OREGON
NO SIGNIFICANT VEGETATION EXISTS ON THE SUBJECT PROPERTY. THE EXISTING
PERVIOUS SURFACE IS COMPLETELY COVERED IN GRASS AND WEEDS.
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EXISTING GAS VALVE
EXISTING WATER METER
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EX. AREA DRAIN
WATER QUALITY LIMITED WATERCOURSES
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THE SUBJECT PROPERTY IS NOT LOCATED NEAR ANY WQLW
Date Received:
APR 1 6 2008
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EXISTING
Final Submittal
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CALL TWO BUSINESS
DAYS BEFORE YOU
DIG 1-800-332-2344
JOB NO.
0..2054-07
PRE2007 -0079
/
H:\PROJECT FILES\AC11VE\BUR28\dwg\BUR28-C2,O.dNg, C2,O, 3/11/2008 6:29:46 AM, kwindish, Copyright 2008 HBA Design Group,llC
SE1/4 NE1/4 SECTION 36, TOWNSHIP 17 SOUTH, RANGE 3 WEST, W.M.
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THE SECOND NEAREST FIRE ~rrbRANrls'.'COCA:TED
APPROX. 160' NORTH OF, THE NORTHEAST PROPERTY
CORNER AT THE NORTHWEST CORNER OF 28th ST.
& "c" ST., ( LOCAJE6 IN THE WEST SIDE WALK )
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'7'- -' : ':] STOO 1 SSD 4-4 n CONNECT DOWN SPOUTS TO ~!
'" - - Y.1l! STA 1+04.50. 32.90 R !l CLOSEST YARD DRAIN l~)( .
_:.-":11 RIM 474.23 H ~;I .:'--
,';' ~ -1:; IE OUT 472.47 l! n _ .
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SHOP BUILDING TO REMAIN
UNTIL FUTURE REPLACEMENT
BUILDING, (APPROXIMA TEL Y 5
YEARS)
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RIM 474.21
IE IN 472.48 (61t)
IE OUT 472.48 (6")
THE NEAREST FIRE HYDRANT IS LOCATED APPROX.
110' SOUTH OF THE SOUTHEAST PROPERTY CORNER
ON THE WEST SIDE OF 28th ST. (LOCATED IN THE
SIDE WALK)
!J
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~
1":::::: - \ ~
,/
GRADING, DRAINAGE, PAVING, WASTEWATER, AND UTiliTIES PLAN
SCALE: 1" = 20'
I-
(f)
STORMWATERGENERAlNOTES
1.75" O.C. MAX. ~\ -J
1/4"X 2" X 5"STRIP~~
/~,-
ENOS TO BE WELDED J .......-:
TO FRAME
1. ROOF AND FOOTING DRAINS WILL BE TlGHTLINED TO NEAREST
PROPOSED YARD DRAIN OR STORM PIPE CLEAN OUT.
2. STORMWA TER CONTROL WILL BE PROVIDED BY A PRIVATE STORMWA TER
CONVEYANCE SYSTEM IN lHE PRIVATE PAVED AREAS. THIS CONVEYANCE
SYSTEM WILL CONNECT TO THE EXISTING PUBLIC STORMWA TER SYSTEM IN 28TH
STREET.
3. WATER QUALITY IS PROVIDED BY THE PROPOSED BIOSWALE, AS SHOWN.
4. SEE ACCOMPANYING STORMWATER MANAGEMENT REPORT BY HBA DESIGN
GROUP, LLC, DATED NOVEMBER 21, 2007.
5. ALL STORM SEWER PIPE SHALL BE PVC AND CONFORM TO ASTM 0 3034.
_/'
~ /
.~l;
_/ " 10' EX. WASTE WATER
- EASMENT
.._-,
, -
N
~
PROPERTY LINE
-- --
x - x
x
---
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- x -
. WW
- ww
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ww WW
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ww
4 EA. 1/4" X 2" X 5" STRIPS
WELD TO 3/4" DIA. FRAME
SP ACE UNIFORMLY
SCALE: 1" = 20'
~
o 10' 20' 40'
CONTOUR INTERVAL = 1 FEET
BIOSWAlE CALCULATIONS DATA
~
~
,
t
RIP RAP PAD (TYP)
SEE DETAIL
THIS SHEET
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... '1\
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~ _ _ _ _ ~ _ _ _ _ _ _ _ _ _ _ ~IJ
v,,__"'_____________~
-472.
TOTAL PAVED AND CONCRETE AREA:
TOTAL AREA USED TO CALCULATE WATER QUALITY FLOW
WATER QUAUTY FLOW RATE
25- YEAR FLOW RATE
BIOSWALE LENGTH
BIOSWALE SIDE SLOPES
BIOSWALE WATER QUALITY DEPTH/WATER ELEV.
BIOSWALE 25- YR STORM DEPTH. WA TER ELEV
BIOSWALE TOTAL DEPTH
REQUIRED RESIDENT TIME
PROPOSED RESIDENT TIME
26,915 SQ. FT.
68,825 SQ. FT.
0.25 CFS
1.74 CFS
100 FT
4:1
0.32 FT / ELEV 470.22
0.87 FT / ELEV 470.77
2.5 FT
9.0 MIN
9.26 MIN
'~Lv'
~
.-
;;.
--. - . . .. . . . - . . . - . . . - . . . - . . . - . . . - . . , - . . . - . . . t. . , - . . . .
'471 ,/
"" 4r /
"" ' .~: /
.......... -
1
BIOSWAlE NOTE
,-
~
TO ENSURE A FULLY FUNCTIONING WATER QUALITY SYSTEM
AND MEET OBJECTIVES OF THE CITY OF SPRINGFIELD'S
MS4 PERMIT, THE SPRINGFIELD DEVELOPMENT CODE AND
THE EDSPM. THE PROPOSED VEGETATIVE SWALE SHALL BE
FULLY VEGETATED WITH ALL VEGETATION SPECIES
ESTABLISHED PRIOR TO ISSUANCE OF THE TENTATIVE
OCCUPANCY BUILDING PERMIT. ALTERNATIVELY, IF THIS
CONDITION CAN NOT BE MET. THE APPUCANT SHALL
PROVIDE AND MAINTAIN ADDITIONAL INTERIM EROSION
CONTROL/WATER QUALITY MEASURES ACCEPTABLE TO THE
PUBLIC WORKS DEPARTMENT THAT WILL SUFFICE UNTIL
SUCH TIME AS THE SWALE VEGETATION BECOMES FULLY
ESTABLISHED.
WITH THE EXCEPTION OF THE EXISTING BUILDING.
ASSOCIATED PAVED DRIVEWAY AND PARKING, AND GRAVEL
AREA TO REMAIN. THE ENTIRE SITE IS SUBJECT TO
CLEARING.
~
PIPE FLOW
........
!
NOTE: ALL STEEL PARTS MUST BE GALVANIZED.
1
SITE CLEARING NOTE
TRASH RACK Dc I AIL
./.~...,
NOT TO SCALE
...,//.<'
/
"
l'~'"
SLOPE BOTTOM OF SWALE 0.6%
CHECK DAMS
EQUALLY SPACED
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OUTFALL 2A
ST A 12+88.25. 45.0 L
IE OUT 470.50
W/ TRASH RACK
& BEVELED END
INTAKE 28
STA 13+86.50. 45.0 L
IE IN 469.90
~ I JRASH RACK
&' BEVELED END
",/'"
.'
oJ""'"
BIOSWAlE PLAN VIEW
..-?,i/"
J...
'"
/'
SCALE: 1 S = 10'-0"
ESTIMATED GRADING QUANTITIES
6" MIN.
6. MIN.
lEGEND
@ EXISTING SANITARY MANHOLE
@ EXISTING STORM MANHOLE
(:"')
~...-l';...
EX. FENCE
CUT: 300 CU. YD.
FILL: 1250 CU. YO
THE QUANTITIES OF CUT AND FILL ARE APPROXIMATE AND
ARE SHOWN ONLY FOR lHE PURPOSES OF OBTAINING A
GRADING PERMIT AND SHALL NOT BE USED FOR
CONTRACTUAL PURPOSES.
QUANTITIES CALCULATED BY AUTODESK LAND DESKTOP
COMPOSIT METHOD.
FILL MA 1t.t<IAL WILL BE COMPOSED OF NA TlVE MATERIAL
AND IMPORTED ~I~UCTURAL AU- CRUSHED ROCK AND
ASPHALT WILL BE IMPORTED AND PLACED ON-SITE FOR
THE CON;:) I ~UCTlON OF THE PAVED AREAS.
/
3' -0"
-
Date Received:
APR 1 6 2008
EX. CONIFER (AS NOTED)
EX. DECIDUOUS (AS NOTED)
--
PROPERTY LINE
- EASEMENT
- x
- EXISTING GAS METER
1QI
///////////,
- EX. EDGE OF PAVEMENT
/ /
Final submittal -
FILTER FABRIC
3" SMALL STONE
RIP RAP
- PRo CATCH BASIN
CALL TWO BUSINESS
DAYS BEFORE YOU
DIG 1-800-332-2344
- EXISTING GAS VALVE
- EXISTING WATER METER
PRE2007 -0079
m
IB
IlIf
- EX. AREA DRAIN
Ij]
DCI AIL
RIPRAP DISSIPATION PAD
NOT TO SCALE
[XXX.X I
SPOT ELEVATION
DETAil - RIP RAP PAD
NOT TO SCALE
-
H:\PROJECT FILES\ACllVE\BUR2S\dwg\BUR2s.ca.0.dNg, C3.0, 3/11/2008 6:30:48 AM, kwindish, Copyright 2008 HBA Design Group,llC
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DESIGN GROUP
land use planning + civil engineering
WASHINGTON
425.252.2826 phone
425.252.9551 &x
1721 Hewitt Avenue
Fourth Floor
Everett, WA 98201
OREGON
541.988.1862 phone
541.988.1863 fax
150 North 7th Street
Springfield, OR 97477
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STA 9+80.09, 53.47 L
RE 473.84 .
IE OUT 472.71 [E
..YD 6
STA 10+45.70. 46.00 L
RE 474.18;
IE IN 472.21 NW
IE OUT 472.21 SE
CB~
M_$I~-1~+ 7~~QO.
RE ;472.98
IE OUT 471.38 W
- 32' .....6'" DtA
PVC 0 0.60%
- 47'-12-1 DIA
PVC @ 0~61 %
CB4 !
STA 11+2~.00. 10.90 L
RE 473.861
It:. IN"'471.6l:S 'Nw
IE IN 471.~8 SW
IE IN 471.68 (6n) S
IE OUT 471.68 E
. CBS ,
1 STA 12+00.00J
~ RE 473.76 ~
~IE IN 471.24 W
IE IN 471.24 (~") S
IE OUT 471.24) E
468 >
...~......~ -~,..._",,~,-~ .....~
CB2
STA 12+75.00,
RE~ 473.00
IE jlN 470.79 W
IE (IN 470.79 E
IE 10UT 470.79 NE
YD5.
STA 10+14.60. 53.70 L
RE ~73.60 :
IE IN 472.40 E
IE OUT 472.40 SE
. ,
f :.,
~ EXISTING GROUND ELEV.
- ANISHED GRADE ELEV.
EX CB ~
ST A 14+ 21.56,~ 21.21 L
RE 473.15 :
IE IN 469.67 ~W
.r~, ELEVA110NS 0 DRIVE AISLE ~CENTER LINE
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v '" ~~ ~'" ~~ ~~ ......'" v~ v'" v'" v'" v'" v'" "'~ v~ v~
v v~ v~ v~ Vv v v v ~ v Vv v
9+60 10+00 10+40 10+80 11 + 20 11 +60 12+00 12+40
PROFILE. DRIVE AISLE A
SCALE: 1. = 20' HORIZONTAL
1. = 2' VERTICAL
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i IE IN 472.481 W ! I I ' l i ' I
! IE OUT 472'1a NE I ...Qa.P 1 I I
32'-6"IDIA I STA 1+41.75.1 ! I
PVC @ O.~O% ! ~E,~7Z7~817 kw I CB4,. I
:~~~ 0+98. 100.bo L I IE IN 472:17 (6") S I I STA 2tl0.90, 42,61 Ri !
468 RE:-.-47.3~.81......". ......1. .....,... '.""I..,.IE ..OUT...472.11..NE...... ......"'........'''+".........,..."......,.............,.... .. ~.,~?17~~68....SW.,.............,.l.,.,............... ,...,..,.".......,....,,,........,...................w..^..,,J
liE OUT 472.97 ~ I I I, ! IE IN 4,' 71.68 (6") NW ~,;
, 1 1 1
IYD2 I I t-EXISTlNG GROUND ELEV. IE IN "71.68 (6") S I
ISTA 0+98. 67.do L I -FINISHED GR~DE ELEV IE OU1,.: 471.68 E
iRE 473.60 ! I:'
liE IN 472.67 E I I LE 110 S I DR VE S I E TER E I::
liE OUT 472.67 NE 'I" E VA N l@ I AI LE jC N lIN .
I t (l .1
EXTRUDED
CURB
NATIVE GRASSES OR PLANT SPECIES~
PER THE PORTLAND B.E.S. _
VEGETATED SWALE PLANT
LIST. APPENDIX F, PAGE F-5.
-
, -
4':1:
4" COMPACTED ASPHALTIC CONCRETE
- CLASS nBn BASE COURSE PLACED
IN 2" LIFTS PER SSD 3-2.
12ts (MIN.) 1 1/2*' MINUS CRUSHED ROCK
- COMP ACTED AT 95% MAX. DENSITY
TWO CHECK DAMS EVENLY SPACED
IN LENGTH OF SWALE SWALE
3" EARTHEN OR GRAVEl.
18" MIN. GROWING
MEDIUM
0000 WATER SERVICE
LINES
TYPICAL BIOSWALE SECTION A-A
TYPICAL PRIVATE DRIVEWAY SECTION
NOT TO SCALE
NOT TO SCALE
BIOSWALE NOTE
TO ENSURE A FULLY FUNCTIONING WATER QUAlITY SYSTEM
AND MEET OBJECTIVES OF THE CITY OF SPRINGAELO.S
MS4 PERMIT, THE SPRINGFIELD DEVELOPMENT CODE AND
THE EDSPM. THE PROPOSED VEGETATIVE SWALE SHALL BE
FULLY VEGETATED WITH ALL VEGETATION SPECIES
ESTABLISHED PRIOR TO ISSUANCE OF THE TENTATIVE
OCCUP ANCY BUILDING PERMIT. ALTERNATIVELY. IF THIS
CONDITION CAN NOT BE MET. THE APPLICANT SHAlL
PROVIDE AND MAINTAIN ADDI110NAL IN 1t.t<IM EROSION
CONTROL/WATER QUALITY MEASURES ACCEPTABLE TO THE
PUBUC WORKS DEPARTMENT THAT WILL SUFFICE UNTIL
SUCH llME AS THE SWALE VEGETA llON BECOMES FULLY
ESTABLISHED.
m ~CD ~t') U']- CD- <aU'] ~m ~I") ~o ~I") N
,,; . .... .0 .Ol ..m ,m .0) .0 .0 ~
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~ "'~ ~~ ~~ ~f") ",f") ~~ ~~ '"
v v~ ~~ ~~ ~v ~..... v~ v~ v~ ~~ v
~ v v v ~
0+80 1+20 1+60 2+00 2+40
/
/
PROFILE. DRIVE AISLE 8
SCALE: 1. = 20' HORIZONTAL
1. = 2. VERTICAL
CALL TWO BUSINESS
DAYS BEFORE YOU
DIG 1-800-332-2344
/
.. H'" 484
'.'''H 480
.................. 472
~
,,;
~
v
468
Date Received:
APR 1 6 2008
PRE2007-0079
L1
---
~
DESIGN GROUP
- land use pfanning + civil engineering
WASHINGTON
425.252.2826 phone
425.252.9551 fax
1721 Hewitt Avenue
Fourth Floor
Everett, WA 98201
OREGON
541.988.1862 phone
541.988.1863 fax
150 North 7th Street
Springfield, OR 97477
] .lllL~
a
~~A OREGO~~J
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'IJ O. ~o~ '(z/tIl
I EXPIRES: 12/31/08
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JOB NO.
0-2054-07
, I I
SE1/4 NE1/4 SECTION 36, TOWNSHIP 17 SOUTH, RANGE 3 WEST, W.M.
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INSTALL UNDERGROUND "
SPRINKLER SYSTEM ::.
DESIGN BY OTHERS LANDSCAPE PLANTING NOTES /
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BIOSWALE NOTE
1. SEE LANDSCAPE PLANT SCHEDULE FOR PLANT QUANTITIES, SIZE, SPACING AND SPECIES.
2. ON-SITE SOIL MIXING OR PLACEMENT NOT ALLOWED WHEN SOil IS SA TURA TED, FROZEN, OR IN THE OPINION OF THE
ENGINEER, IN A CONDITION DETRIMENTAL TO THE WORK.
3. AFTER PLANTING, IMMEDIATELY SAruRATE ALL PLANTING PITS TO ELIMINATE AIR POCKETS AND FACILITATE SEmlNG OF
BACKFILL MA I t.tdAL.
LANDSCAPE PLANT SCHEDULE *
TREES BOTANICAL NAME
COMMON NAME
TO ENSURE A FULLY FUNCTIONING WATER QUALITY SYSTEM
AND MEET OBJECTIVES OF THE CITY OF SPRINGFIElD'S
MS4 PERMIT, THE SPRINGFIELD DEVELOPMENT CODE AND
THE EDSPM, THE PROPOSED VEGETATIVE SWALE SHALL BE
FULLY VEGETATED WITH ALL VEGETATION SPECIES
ESTABLISHED PRIOR TO ISSUANCE OF THE TENTATIVE
OCCUPANCY BUILDING PERMIT. ALTERNATIVELY, IF THIS
CONDITION CAN NOT BE MET, THE APPUCANT SHALL
PROVIDE AND MAINTAIN ADDITIONAL INTERIM EROSION
CONTROL/WATER QUALITY MEASURES ACCEPTABLE TO THE
PUBLIC WORKS OEP ARTMENT THAT WILL SUFFICE UNTIL
SUCH TIME AS THE SWALE VEGETATION BECOMES FULLY
ESTABLISHED.
4. PLANTING PITS SHALL RECEIVE AN APPLICATION OF 4-2-2 TRANSPLANT FERTILIZER.
5. All TREES AND SHRUBS INSTALLED IN LANDSCAPE AREA SHALL BE PLANTED IN A PLANTING BED WITHOUT TURF. PROVIDE 3"
DEPTH OF DECOMPOSED ORGANIC MULCH FOR ALL PLANTING BEDS. MULCH AREAS SHALL REMAIN FREE OF WEEDS AND
COMPETING PLANTS TO ENSURE OPTIMUM GROWTH.
6. PROVIDE 5' DIAMETER RING OF DECOMPOSED ORGANIC MULCH AROUND ALL TREES LOCATED IN LAWN AREA.
7. ALL TREES OVER 4' IN HEIGHT SHALL BE STAKED. SEE DETAIL THIS SHEET.
8. DO NOT LOCATE TREES WITHIN 30 FEET OF ANY ROAD INTERSECTION.
9. ROOT MASSES OF CONTAINERIZED STOCK SHOULD BE "SCORED" WITH A SHARP OBJECT TO INSURE THE PLANTS WILL NOT
BECOME ROOT BOUND.
10. LANDSCAPE PLANTS SHALL BE INSTALLED AFTER SITE WORK IS DONE, INCLUDING ROADS UTIUTlES, DRIVEWAYS, ETC.
11. WATERING OF PLANTS SHALL BE DONE AS NEEDED FOR PLANT SURVIVAL FOR 2-3 YEARS AFTER PLANTING, UNLESS
OTHER,^~SE NOTED ON PLANTING PLAN.
12. ALL NON-NATIVE/UNDESIRABLE PLANTS (BLACKBERRY, SCOTCH BROOM, REED CANARY GRASS, ETC.) THAT MAY INHIBIT THE
GROWTH OF NEW PlANTlNGS SHALL BE REMOVED FROM THE AREA.
13. NO GROUNDCOVERS SHALL BE PLANTED UNDER SHRUBS AND/OR EVERGREEN TREES.
14. ANY PLANT SUBSTIruTlONS SHALL BE APPROVED BY OWNER.
15. INSTALL UNDERGROUND SPRINKLER SYSTEM IN LANDSCAPE AREAS, SPRINKLER SYSTEM TO BE DESIGNED BY OTHERS.
.....'- )"'~ 'y./(
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PYRUS CALlERYANA (VAR)
"AUTUMN BLAZEft CALLERY
PEAR
.. LISTED SHADE TREES MAY BE
SUBSTIruTED BY ANY OF THE TREES LISTED
IN SDC 31.140(3}(C}
SPECIFIED TREE. SEE PLANS.
PLANT PER SPECIFICATIONS
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SHRUBS &
GROUND
COVERS
COMMON NAME
SPECIFIED STAKE.
INSTALL SECURELY 2'
FROM CENTER OF TREE
BOTANICAL NAME
TREE TIE, INSTALL PER MANUFACTURERS
DIRECTIONS AND AT HEIGHT PER
SPECIFICA TIONS.
RHODODENDRON MACROPHYLLUM
WE:'It.RN RHODODENDRON
~~~
~~
EVERGREEN HUCKLEBERRY
GAULTHERIA SHALlON
SALAL
6' DIA MULCH RING,
UNLESS SHOWN
OTHERWISE, AT
SPECIFIED DEP1H,
KEEP 3" FROM TRUNK
OF TREE
POL YSTICHUM MUNITUM
SWORD FERN
CROWN OF ROOT BALL. MIN. 2",. MAX
3" ABOVE FINISH GRADE
,CUT AND REMOVE WIRE BASKET FROM
TOP 9" OF ROOT BALL. CUT TWINE AT
TOP OF ROOT BALL. FOLD BACK BURLAP
FROM TOP 9" OF ROOT BALL
RIBES SANGUINEUM
RED FLOWERING CURRANT
VACCINIUM OVA ruM
NATIVE SOil BACKFilL
INCORPORA TE
PLANTING PRODUCTS
AS SPECIFIED
~I/
1r0\u ~111,11[lIlh,
I 1=11 . -I 11-
=111 I
\ I j)' ~IIIIII: ~ EXISTING SUBGRADE
... ~ ~1II111~
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;:111 III: = J III III III II: III IIJ
~mlllml Mr ,'llml ~ml'lmIIIIT ~MjTij
-:111=-1 '-:111 III=-
MAXIMUM PARKING AND CIRCULATION AREA ALLOWED (45%): 25,381 SF
TOTAL PARKING AND CIRCULATION AREA PROPOSED: 24,590 SF (44%)
SP ADED EDGE AT ALL TREE RINGS AND
MULCH AREAS IN FINISH LAWNS.
NATIVE GRASSES OR PLANT SPECIES
PER THE PORTLAND a.E.S.
VEGETATED SWALE PLANT
LIST, APPENDIX F, PAGE F-5.
SET TOP OF SOil.
AT NURSERY OR
HEIGHT IN CAN
FINISHED
GRADE
LOT COVERAGE STANDARDS
TOTAL RE-DEVELOPMENT AREA:
TOTAL LANDSCAPE AREA REQUIRED (20%):
TOTAL LANDSCAPE AREA PROPOSED:
56.404 SF
11,280 SF
11,364 SF (20.1%)
REMOVE BURLAP
ROUGHEN SIDES
OF PIT
FERTILIZE AS
SPECIFIED IN
NOTES
MAXIMUM BUILDING AREA ALLOWED (35%):
TOTAL BUILDING AREA PROPOSED:
TOTAL SIDE WALK AREA:
19,741 SF
13,294 SF (24%)
3,718 SF
MIN. 1.5X ROOTBALL DIAMETER
...... ......
2 TIMES
ROOTBALL
TREE PLANTING DETAIL
SHRUB PLANTING DI:1AIL
NOT TO SCALE
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SPACING QUANTITY
AS SHOWN
INSTALL SIZE I SPACING
ALL SHRUBS SHALL BE
TWO GALLON SIZE AND
AT LEAST 24" HT. AT
TIME OF PLANTING.
SP ACING OF SHRUBS
SHALL BE 36ft O.C. IN
A TRIANGULAR
PA TIERN.
CALL TWO BUSINESS
DAYS BEFORE YOU
DIG 1-800-332-2344
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Date Received:
APR 1 6 2008
Final Submittal _
PRE2007 -0079
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DESIGN GROUP
land use planning + civil engineering
WASHINGTON
425.252.2826 phone
425.252.9551 &x
1721 Hewitt Avenue
Fourth Floor
Everett, WA 98201
OREGON
541.988.1862 phone
541.988.1863 fax
150 North 7th Street
Springfield, OR 97477
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