HomeMy WebLinkAboutApplication APPLICANT 3/18/2008 (2)
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LibertyHank
CORPORATE
HEADQUARTERS
Liberty Professional Center
250 International Way, Springfield, OR
VICINITY MAP
FINAL SITE REVIEW SUBMISSION
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DESIGN TEAM
APPIICANT/PROPFRTY OWNFR:
L1BERTYBANK
355 GOODPASlURE ISLAND ROAD. SUITE 200
P.O. BOX 10426
EUGENE, OR 97440
541-681-4800
541-683-4261 (FAX)
CONTACT: WILLIAM BUNTING
ARCHITECT:
ROBERTSONISHERWOODIARCHITECTS pc
132 E. BROADWAY. SUITE 540
EUGENE, OR 97401
541-342-8077
541-345-4302 (FAX)
CONTACT: scan STOLARCZYK, AlA
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STANGELAND AND ASSOCIATES, INC.
285 LAWRENCE STREET
EUGENE. OR 97401
541-484-7367
541-338-8909 (FAX)
CONTACT: JEFF LANZA
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CODE ANALYSIS
250 INTERNATIONAL WAY, SPRINGRELD, OREGON
LOT 3 OF THE LIBERTY PROFESSIONAL CENTER,
NORTHEAST CORNER OF INTERNATIONAL WAY AND CORPORATE WAY
MAP AND TAX lOT NO.: 17-03-15-40, TAX LOT 300
~~~~I~: ~~~ND USE
MASTER PLAN APPLICATION:
SUBDIVISION APPLlATlON:
:;-OODPLAIN OVERLAY:
E II MINOR VARIANCE
D.W.P. OVERLAY
LRP2007-00020
SUB2007_00018
~R2007-00003
DRC2007-00067
DRC2007_00068
INTERNATIONAL -wAy
GAME FARM RD.
Rd~\
LOT 3: 216.323 SF (4.97 ACRES)
SHARED DRIVEWAY (PORTION OF LOTS 4 AND 5): 12.838 SF (0.29 ACRE)
CORPORATE HEADQUARTERS
lAND USE CODE ANALYSIS, BASED UPON CITY OF SPRINGFIELD DEVELOPMENT CODE
CI- CAMPUS INDUSTRIAL
DRINKING WATER PROTECTION OVERLAY DISTRICT
GATEWAY REFINEMENT PLAN
10,000 SF (QJ0.
MltilMUM FRONTAGF: 75 FEET (N/A SINCE APPROVED AS PART OF SUBDIVISION AND ACCESS
EASEMENTS ARE IN PLACE)
~~~~U~p~~~DSCAPE t.
MINIMUM BUilDING 20 FEET (QJ0.
SETBACK:. -
SHEET INDEX
~~~~6K:PARKINCi 5 FEET (Q,KJ
MAXIMUM BUilDING 45 FEET (MINOR VARIANCE TO THIS STANDARD IS BEING REQUESTED, TO ALLOW
HFIGHT: PORTIONS OF THE BUILDING TO GO. TO A MAXIMUM HEIGHT OF 52')
MOTOR VFHICI F PA{1KING: MINIMUM- (1) PER 300 SF OF FLOOR AREA
PHASE 1 BUILDING: 45.274 SF / 300=151 PARKING SPACES
PHASE 2 BUILDING: 35,000 SF / 300=117 PAR..K.!N.G SPA.CES
268 PARKING SPACES REQUIRED
173 PARKING SPACES PROVIDED IN PHASE 1
95 PARKING SPACES PROVIDED IN PHASE 2
(268 PARKINGS SPACES TOTAL PROVIDED, Q,KJ
30% OF PARKING SPACES MAY BE DESIGNATED AS COMPACT
PROJECT INFORMATION
REPLA T SURVEY. SHEET 1
PHASE 1 BUILDING:
PHASE 2 BUILDING:
45,274 SF / 3.000= 15 SPACES
.>5.000 SF I 3.000= 1? SeA(:FS
27 SPACES REQUIRED
7 LONG-TERM SPACES REQUIRED
20 . SHORT- TERM. SPACES REQUIRED
10 SHORT-TERM SPACES PROVIDED IN PHASE 1
8 lONG-TERM SPACES PROVIDED IN PHASE 1
10 SHORT-TERM SPACES PROVIDED IN PHASE 2
PRELIMINARY BUILDING CODE ANALYSIS BASED UPON 2006 INTERNATIONAL BUILDING CODE,
ADOPTED IN 2007 AS OREGON STRUClURAL SPECIALTY CODE
BUSINESS GROUP B
CONSTRUCTION TYPE' TYPE liB, . FULLY SPRINKlERED
AI JOWARIE A1~fA: BASE ALLOWABLE AREA. 23,000 SF PER FLOOR
(wI INCREASES," INCREASE ALLOWED FOR FRONTAGES ON ALL SIDES OF BUILDING
INCREASE ALLOWED FOR FULLY SPRINKLERING BUILDING
WITH INCREASES 63,250 SF PER FLOOR ALLOWED (Q,KJ
MULTIPLE STORY BUILDING AREA ALLOWED TO BE INCREASED BY (3)
189,750 SF TOTAL BUILDING AREA ALLOWED (QJ0.
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,GENERAL NOTES
1. CARE SHALL BE TAKEN TO ENSURE THAT CHEMICALS USED DURING CONSTRUCTION WILL NOT ENTER THE SOil OR BE WASHED INTO THE STORM
WATER SYSTEM. NO PAINT WASTE OR CLEANING MATERIALS OR WASTES SHALL BE AllOWED TO ENTER THE SOilS OR STORM WATER SYSTEM.
2. CONTRACTORS/DEVELOPERS/OWNERS SHALL BE RESPONSIBLE FOR THE SAFE HANDLING AND STORAGE OF CHEMICALS, PETROLEUM
FERTILIZERS AND THE PREVENTION OF. GROUNDWATER AND STORM WATER RUNOFF.
TO GROUNDWATER MAY BE STORED ON SITE.
DUST-FREE, MOWED AND ATlRACTlVE MANNER. SUCH LAND SHALL NOT BE USED
7. IN ACCORDANCE WITH SDC 3.2-425(G)(6). MAXIMUM NOISE LEvt:LS (MEASURED AT THE PROPERTY LINE) GENERATED
SHALL COMPLY WITH OAR 340-035-0035, NOISE CONTROL STANDARDS FOR INDUSTRY AND COMMERCE.
8." 'S~C~N~~; CONTAINMENT OF ALL HAZARDOUS MATERIALS USED OR STORED ON THE SITE SH~~ BE' PRO~~E~. ~.
. CONTRACTORS/DEVELOPERS/OWNERS SHALL BE RESPONSIBLE FOR ENSURING SPECIAL PRECAUTIONS ARE OBSERVED DURING CONSTRUCTION TO
PROTECT GROUNDWATER AND TO PREVENT SPILLS OR LEAKAGE OF MATERIALS INTO THE STORM WATER SYSTEM. WELLHEAD PROTECTION SIGNS
SHALL BE POSTED AT CONSPICUOUS LOCATIONS TO ALLERT CONTRACTORS, SUBCONTRACTORS, EMPLOYEES AND OTHERS TO THE IMPORTANCE OF
REPORTING AND CLEANING UP ANY SPILLS.
10. PRIOR TO OCCUPANCY OF THE PHASE 1 BUILDING. A HAZARDOUS MATERIALS INVENTORY STATEMENT (H.M.I.S.) AND HAZARDOUS MATERIALS
MANAGEMENT PLAN (H.M.M.P.) SHALL BE SUBMITTED TO THE CITY OF SPRINGFIELD FOR APPROVAL IN MEETING CITY OF SPRINGFIELD AND
SPRINGFIELD UTILITY BOARD WATER QUALITY PROTECTION REQUIREMENTS, AND TO SATISFY THE REQUIREMENTS OF THE DRINKING WATER
PROTECTION OVERLAY APPLICATION (DRC2007-00068) ASSOCIATED WITH THIS SITE REVIEW APPLICATION.
11. PROPERTY OWNER SHALL BE RESPONSIBLE FOR ONGOING MAINTENANCE OF THE PRIVATE STORMWATER FACILITIES ON THE SITE.
,sITE DATA (LOT 3)
216,323 SF
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PROPOSFO IMPFRVIOUS
8REA;.
BUILDING FOOTPRINT
~~~I~~R~I~~DSCAPF
TOTAL IMPERVIOUS AREA
PROPOSFO PFRVlOIlS.
8REA;.
115,882 SF
77,313 SF (35.73%)
PROPOSED OPEN
SPACE: -
~~g~~~~ ~~~SCAPE
TOTAL OPEN AREA
87.457 SF (40.42%)
~3~i69) SF
(38,569)
;~5i~~2 s~F
126,026 SF
,SITE DATA (SHARED DRIVEWAY).
IMPFRVlOUS 9,677 SF (61.11%)
6,159 SF (38.89%)
8 2008
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Final Submittal
SITE PLAN GENERAL NOTES
A. REFER TO THE REPLAT SURVEY ATTACHED TO THIS DRAWING
SET FOR A COMPLETE DESCRIPTION OF PROPERTY BOUNDARIES
AND EASEMENTS ASSOCIATED WITH THE PROJECT PROPERTY AS
WELL AS SURROUNDING PARCELS OF 11-lE SAME TAX LOT.
B. CONTRACTOR RESPONSIBLE FOR PROTECTING EXISTING
SURFACES, UTILITIES, PLANTINGS, AND OTHER FEATURES TO
REMAIN. DOCUMENT EXISTING CONDITIONS PRIOR TO STARTING
WORK.
C. SITE Wl11-lIN A DRINKING WATER PROTECTION OVERLAY DISTRICT,
ALL CONSTRUCTION ACTIVITY ON SITE TO CONFORM TO CITY OF
SPRINGFIELD STANDARDS FOR THE OVERLAY DISTRICT.
D. SITEWORK SUBCONTRACTOR RESPONSIBLE FOR ALL STAKING FOR
THE SITE, SIDEWALKS, CURBS, PLANTERS, BUILDING LAYOUT,
AND PAD ELEVATIONS. COORDINATE REQUIREMENTS WITH
GENERAL CONTRACTOR.
E. SITEWORK SUBCONTRACTOR RESPONSIBLE FOR ALL TRAFFIC
CONTROL REQUIREMENTS INCLUDING PERMITS, LANE CLOSURES,
SIDEWALK CLOSURES, ETC. COORDINATE REQUIREMENTS WITH
CITY OF SPRINGFIELD AND GENERAL CONTRACTOR.
~UAlITY BIOSWALES AND INFILTRATION BASINS
SHOWN ON SITE PLAN ARE TO BE CONSTRUCTED AND
OPERATIONAL AS PART OF PHASE 1 SITE DEVELOPMENT.
G. ALL BIOSWALE AND INFIL TRA TION BASIN AREAS SHALL BE
CLEARLY MARKED PRIOR TO START OF WORK TO AVOID
DISTURBANCE OF SOIL DURING CONSTRUCTION. VEHICULAR
TRAFFIC SHALL BE KEPTED A MINIMUM OF 10 FEET AWAY FROM
THE BOTTOM OF SWALES AND BASINS EXCEPT FOR EQUIPMENT
~~~~I~~LL Y REQUIRED TO CONSTRUCT 11-lE STORMWA TER
LEGEND
LANDSCAPE AREA, REFER TO
LANDSCAPE PLAN
EMERGENCY VEHICLE ACCSS-GEOTILE
SURFACE wi LAWN COVER OVER
REINFORCED SUBSTRATE
EO DEOoooo, "'IT
COMPACT PARKING SPACE
(9'X1S' WITH BUMPER OVERHANG)
ACCESSIBLE PARKING SPACE (9'X18')
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~~ I I I HOOP STYLE BICYCLE RACK
~ ; (2'XS' SPACE PER BICYCLE)
T BUILDING ENTRANCE
EXTERIOR POLE MOUNTED LIGHT
MAXIMUM HEIGHT OF 25'
NOTE: DESIGN IS SCHEMATIC ONLY
AND SUBJECT TO MINOR CHANGES.
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BIOSWALE,
SEE CIVIL
LOT 1.
LIBERTY
PROFESSIONAL
CENTER
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Date Received:
MAR 182008 ~
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I I rLOCATION OF
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LOT 2
UBERTY
PROFESSIONAL
CENTER
HATCHED AREA INDICATES
PARKING LOT AREA TO BE
CONSTRUCTED WITH 11-lE PHASE
2 BUILDING (95 PARKING
SPACES)
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LIBERTY
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CENTER
LOTS
LIBERTY
PROFESSIONAL
CENTER
REMOVE EXISTING CURB
CUT AND REPAIR SIDEWALK
INTERNATIONAL WAY
G;) :f~.~PLAN
Final submittal
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NOTE: BUILDING DESIGN IS SCHEMATIC ONLY AND SUBJECT TO MINOR CHANGES.
Date Received:
Final Submittal
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PRECAST CONCRETE BAND
METAL COPING, TYP.
PREFlNISHED METAL PANEL
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(J;) ~~~2H ELEVATION, PHASE 1
METAL PANEL, COLOR TO MATCH
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. METAL COPING, TYP.
. BRICK
@ :::~ ELEVATION, PHASE 1
. MECHANICAL UNITS BEYOND
PRECAST CONCRETE BAND
METAL COPING, TYP.
. PREFlNISHED PANEL SUSTE,
OP AQUE SPANDREL
GLAZING, TYP.
METAL EXTERIOR SUNSHADE ~
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(1)\ EAST ELEVATION. PHASE 1
\& 1/16"= 1'-0"
NOTE: BUILDING DESIGN IS SCHEMA TICONL Y
AND SUBJECT TO MINOR CHANGES.
@ EAST ELEVAll0N (WEST SIM)
J 19'-4"
@ SOUTH ELEVATION
@ NORTH ELEVATION
@ SOUTH ELEVATION
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@ EAST ELEVATION
@ WEsr ELEVATION
(J;) ~~~o~H/BICYCLE ENCLOSURE ELEVATIONS
Date Received:
MAR 1 8 2008
~ ~~:o~GENCY GENERATOR ENCLOSURE ELEVATIONS
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LEGEND
EXISTING IMPROVEMENTS
RIGHT OF WA Y
PROJECT BOUNDARY
-<~"I-~m"l- EASEMENT
-ww-ww- WASTEWA TER
-"""'-<V""- GRADE BREAK
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STREET LIGHT
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- ..!2.2:? _ _ BASE FLOOD ELEVATION CONTOUR
ZONE X
- - - - - - - FLOODPLAIN BOUNDARY
- - - WELLHEAD BOUNDARY - SHOWN APPROXIMATE
DnLlTY NOTES:
"AS BUILT" SANITARY AND STORM SEWER
INFORMA TION FLOWLINES ARE FROM BRANCH
ENGINEERING "AS BUILT" DRAWINGS FOR THE CITY OF
SPRINGFIELD TITLED: "INTERNA TIONAL WA Y EXTENSION
AND IMPROVEMENT PROJECT" DATED: JULY 27, 1994.
SANITARY AND STORM SEWER RIMS AS NOTED ARE
FROM FIELD LOCATION OR SAID "AS BUILT" DRAWING.
FLOODPLAIN
ALL FUTURE DEVELOPMENT ON THE SITE WILL NEED TO BE IN
~~;~::-~O~J.H !t~~~D ::'~:~N E~'g~~~~tTr:d~ f:tgX~~D ON
MCKENZIE RIVER FLOOD PLAIN ASSESSMENT BY DA VlD EVANS AND
ASSOCIATES DATED 1/-3-03. EFFECTIVE FLOOD PLAIN ELEVATIONS AT THE
SITE BY FEMA'S FLOOD INSURANCE STUDY ARE LOIW::R THAN THE FLOOD
PLAIN ASSESSMENT.
SOIL TYPES
ACCORDING TO THE SOILS SURVEY OF LANE COUNTY, THE EXISTING SOIL FOR
THE SITE IS 26 - CHEHALlS SIL TY CLA Y LOAM, OCCASIONALL Y FLOODED. THE
HIGH WA TER TABLE FOR THIS SOIL IS >6 FT.
TIME OF TRAVEL ZONES
THIS SITE IS MOSTLY WITHIN THE I YEAR TIME OF TRAVEL AND PARTIALLY
WITHIN THE 5 YEAR TIME OF TRA VEL TO SPORTS WA Y.
CONTOUR INTERVAL
I FOOT
BENCHMARK DATUM
CITY OF SPRINGFIELD BENCHMARK #515; BRASS CAP AT END OF W'LY
CONCRETE WALL FROM OREGON MEDICAL LABS, APPROXIMA TEL Y 3 FT ABOVE
ASPHALT. CITY OF SPRINGFIELD ELEVATION = (436.475 NGVD 88) CONVERTED
TO NGVD 29 ELEVATION 433.17.
SITE AREA:
4.9722 ACRES
ASSESSOR MAP:
MAP: 17-03-15-4, LOT 300
UTIliTY REPRESENTATIVES
I GAS (NW NA TURAL)
I ELECTRICITY (SUB) ED HEAD
I TELEPHONE (QIW::ST) BILL FOX
I WA TER (SUB)
WASTEWA TER
STORMWA TER MA IT STOUDER
I FIRE I GILBERT GORDON
(541) 342-3661
(541) 744-3707
(541) 482-8507
(541) 726-2396
(541) 726-3753
(541) 726-3753
(541) 726-2293
GRAPHIC SCALE
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( IN FEET )
1 inch = 30 ft.
Date Received:
MAR 8 2008
Final Submittal
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R~WCH PROJECT NUMBER: 07-168
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NOTES
(i) ~~~~;~~CT ~V;w5Jo~~N~:fTl~~R Ff~~~~E~sS~g':dD. :~gV:fsE R5f~~Z~~E T60 c~~~:i:i P~~~~ ;;[~~ F~~~
TRENCHING DETAIL 9, SHEET C4.
CD g?:;:~~~ ~~i; ~6~ ~t~[g::c:rRp::fv~D:E~O~~~;~~ ~~I~~SA ~:'g;Eg~o~~D ~~O~~6uI~~~E~gL~ot~:ej~
PIPING SYSTEM. SEE TRENCHING DETAIL 9, SHEET C4.
CD CONSTRUCT CLEANOUT, SEE DETAIL 6, SHEET C4,
o PROVIDE COMPA TlBLE FITTING PER PIPE SIZE INDICA TED.
o CONSTRUCT JOINT UTILITY TRENCH. SEE DETAIL 10, SHEET C4.
o ~~~i;~UCT WA TER SERWCE PER SIZE INDICA TED. SEE DETAIL 9, SHEET C4. VERIFY SIZE WITH MECHANICAL
~ (2) CONSTRUCT SINGLE-COMPARTMENT CATCH BASIN. SEE DETAIL 5, SHEET C4. SEE RIM ELEVATION ON GRADING
PLAN.
o NOT USED.
o CONSTUCT AREA DRAIN (NDS OR APPROVED WI P- TRAP).
& (@INSTALL DOUBLE-CHECK DETECTOR VALVE ASSEMBLY. SEE D~
o CONNECT TO EXISTING STUBOUT. PROWDE COMPA TIBLE FITTING TO COMPLETE CONNECTION.
@ ~::~~~. RE~~~~-:r~~g%R~ZgO~gL:iC:/ir~Mi~gE ::bL~b~S :aog: g%~~;D O~B~:~~f;:DE~~ti~::O(EZW~r;: 1
OR APPROVED EQUAL), VERIFY VALVE CLEARANCE REQUIREMENTS PRIOR TO ORDER. INCLUDE ELECTRIC HEATER
IN BOX (HOT BOX W51-6P 120 VOLT). INSTALL PER MANUFACTURER'S RECOMMENDATIONS.
@ CONSTRUCT STANDARD MANHOLE. SEE DETAIL 3, SHEET C5.
@CONSTRUCT SPLASH APRON AT DAYLIGHT STORM WATER PIPE. SEE DETAIL 1, SHEET C5.
@ CONSTRUCT SHALLOW WASTEWA TER MANHOLE. SEE DETAIL 2, SHEET C5. PROVIDE WA TERTlGHT MANHOLE LID.
@CONSTRUCT DOUBLE-COMPARTMENT CATCH BASIN WITH FOSSIL FILTER INSERTS. SEE DETAIL 4, SHEET C4.
@PROWDE 12" WIDE STORMWATER FLOW THROUGH CURB OPENINGS @ 10' ON. CENTER.
LEGEND
EXISTING IMPROVEMENTS PROPOSED IMPROVEMENTS
RIGHT OF WAY -ST-ST-STORMWATER
PROJECT BOUNDARY ~ST-ST-DAYLlGHT STORM WATER PIPE, CUT END
OF PIPE FLUSH TO FG SLOPE
-_M-.=",- EASEMENT
- ww- ww- WASTEWA TER
-ww-ww- WASTEWA TER
-w-w-w- WATER
-F-F-F-F1RE SUPPRESSION WATER SERVICE
-T-T-T-TELEPHONE
-sT-sT-STORM WATER DRAIN
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. . . . '.'.' VEGETATION COVER
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TREE (PHASE 1)
o
TREE (PHASE 2)
&
THE FINISH FLOOR ELEVATION AND UTILITY FLOOD PROOFING SHALL BE IN CONFORMANCE WITH FLOODPLAIN
OVERLAY DISTRICT APPROVAL (SHR 2007-00003)
i -
54" INSIDE WIDTH
- 43" INSIDE LENGTH -
~
.
4" MIN.
REFER TO
~OC;J:ES ~
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r57" X 68"
MOUNTING PAD
"
&
BOT BOX ENCLOSURE UN1T NO. BBBF
AND .t'm>>L,O DOUBLE CHECK ASSEMBLY MODEL 876V
OT TO SCALE
MAR 1 8 2008
Final Submittal_
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BRANCH PROJECT NUMBER: 07-168
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INTERNATIONAL WAY
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GRAPHIC SCALE
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1 i~C~ .?: ) ft.
NOTES
~
CD CONSTRUCT PAVEMENT SECTION. SEE DETAIL 1, SHEET C4,
o CONSTRUCT CONCRETE DRIVEWAY SURFACE. SEE DETAIL 2, SHEET C4.
CD CONSTRUCT FLUSH SURFACE AT ASPHALT/CONCRETE JOINT.
o CONSTRUCT SIDEWALK. SEE DETAIL 3, SHEET C4. PROVIDE PIGMENTA TlON IF
INDICA TED, VERIFY COLOR WITH ARCHITECTURAL SHEETS.
o CONSTRUCT VERTICAL CURB. SEE DETAIL 12, SHEET C4.
o CONSTRUCT TOP-SET CURB. SEE DETAIL 8, SHEET C4,
o CONSTRUCT MONOLITHIC SIDEWALK. SEE DETAIL 11, SHEET C4.
o CONSTRUCT STORMWA TER TREATMENT SWALE. SEE DETAILS 4 & 8, SHEET C4.
o NOT USED.
@CONSTRUCT COMMERCIAL DRIVEWAY APRON. SEE CITY OF SPRINGFIELD
STANDARD DRAWING 3-26,
(jj) CONSTRUCT CURB AND GUTTER.
@CONSTRUCT 2.0' WIDE CONCRETE CURB STORM WATER FLOW THROUGH GAP.
VERIFY DRAINAGE TO STORM WA TER SWALE.
@ NOT USED.
@CONSTRUCT CONCRETE SURFACE. CONCRETE JOINTING & FINISH PER
ARCHITECTURAL SHEETS.
CUT/JflU VOLUME ESTIMATE
CUT: 6,OOO-CUBIC YARDS
FILL: . II,OOO-CUBlC YARDS
LEGEND
EXISTING IMPROVEMENTS
RIGHT OF WA Y
PROJECT BOUNDARY
EXISTING IMPROVEMENTS
- - - - - - - CONTOURS
-"mo'-"mo'- EASEMENT
-ww-ww- WASTEWA TER
PROPOSED IMPROVEMENTS
CONTOURS
'{g~.2:r ...... FG:500m FINISH GRADE
-w-w-w-WATER
-T-T-T- TELEPHONE
-ST-sT-STORM WATER DRAIN
-.-.-.-..-.-.-.- TOE
-.-'-'-.-TOP
. VEGETA TION COVER
~.
TREE (PHASE 1)
IQJ
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TREE (PHASE 2)
o
THE FINISH FLOOR ELEVATION AND UTILITY FLOOD PROOFING SHALL BE IN CONFORMANCE WITH FLOODPLAIN
OVERLA Y DISTRICT APPROVAL (SHR 2007-00003)
&
Date Received:
MAR I 8 2008
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BRANCH PROJECT NUMBER: 07-168
DRIVEWAY SECTION
fj\ SECTIONS: AC PAVING
V SCALE: NONE
IB'CYCLE-PROOF
~Rs1:Tfr WITH FILTER
+
UNDISTURBED SOIL OR
ENGINEERED FILL
f5\ SINGLE-COMPARTMENT CATCH BASIN
V SCALE: NONE
WITHIN
PAVED AREA
OUTSIDE
PAVED AREA
-UNDISTURBED
SOIL
PAVING
STRUCTURE
NOTE: TRENCH WIDTH TO BE
PIPE DIA. PLUS 12"
TYP. 24" MIN.
o ~~fIfo~ TRENCH
8" THICK P.C.
r CONCRETE SIDEWALK
" WITH MEDIUM BROOM FINISH
.. N/'~CI
8", 3/4"-(0) MIN CRUSHED ROCK,
COMPACTED AT 9/%
RELATIVE COMPACT/ON
MODIFIED PROCTOR
'/ -ZfRl~X~b~!~~RIC.
APPROVED EQUAL
COMPACTED SUBGRADE
PROVIDE 1i/2"?,"- WWF & GEO TEXTILE FABRIC,
g~~R~og~&~ JOINT I
WHERE SHOWN ON I
S~TE PLAN OR 4" THICK P.C.
5 OC MIN. r CONCRETE SIDEWALK
WITH MEDIUM BROOM FINISH
I.';.:-;_!j"'~~' IE:' ,"~ a"'~..'.; ".
2o<<%~<<,;-;:....~~~~,.
/>> >>y~ /~A 0;y>' /~ /
8", 3/4"-(0) MIN. CRUSHED ROCK.
COMPACTED AT 9/%
RELATIVE COMPACTION
MODIFIED PROCTOR
COMPACTED SUB GRADE
O SECTION: CONCR~TE SURFACE (TRAFFIC AREA-S) f3\ SECTION: CONCRETE SIDEWALK
SCALE: NONE "1 V SCALE: NONE
o fcI;!~~UT
/PAVEMENT SECTION
FINISHED GRADE
. SEE AC SEC770NS
NOTE:
- GAS LINE SHALL MAINTAIN A T LEAST 3 FEET
SEPARA770N FROM WATER SUPPLY.
@ ?J:fI~~ UTILITY ,TRENCH
o TREATMENT SWALE: SECTION B-B
\:.J SCALE: NONE
-4" THICK P.C.
CONCRETE SIDEWALK
WITH BROOM FINISH
[WWF & GEOTEX77LE FABRIC
r l'
~X~
2% (TYP.)
~ DV,MMY JOINT 1/4" DEEP 'V' GROOVE
6 ' FROM FACE OF CURB
rl/2" RADIUS TYP.
II jSlTE PAVING (SLOPE TO
a ' .' A.' 't. DRAIN PER GRADING
Ll: 6" & PAViNG PLAN)
· "12" ,
1
8" 3/4"-(0) MIN. CRUSHED ROCK,
COMPACTED AT 91%
RELATIVE COMPAC770N
MODIFIED PROCTOR
NOTE:
PROVIDE 1-1/4" DEEP TOOLED CONTRACTION JOINTS
5'-0" O.C. OR AS SPECIFIED IN ARCH. PLANS
@ ~~::~~THIC CONCRETE SIDEWALK AND CURB SECTION
-CATCH BASIN RIM ELEVATED 8"+/- ABOVE
BOTTOM OF INFILTRA770N BASIN
O~
0%
r" ~ ~
0.5%
~ \
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"1
'fi\ STORM WATER TREATMENT SWALE: SECTION A-A
\::J SCALE: NONE
Simplified Approach Design Criteria
Vegetated Infiltration Basin
18" topsoil
12" lo 18" depth
-,f
~i
, ,
6 ft. minimum
Filter fabric
CD :~?~~~TED INFILTRATION BASIN
Date Received:
MAR 1 8 2008
Final Submittal,
fi2\ VERTICAL CURB
V:.::.J SCALE: NONE
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BRANCH PROJECT NUMBER: 07-168
i J'
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PLAN VIEW
-~o
INLET
s- _ __~/'^~~ ~PE, ,.''"" ON"" GRADE
?f . .\ 6"1 PROFILE VIEW
,," ,,"'" '
OUTLH~~:~~~Y/
l6" SAND~/8" CLASS
50 RIP-RAP
o RiP!o~fIT STORM WATER PIPE OUTLET APRON
3" MINIMUM COMPACTED CRUSHED ROCK BEDDING
VERIFY OUTLET INVERT REQUIREMENTS PRIOR
TO ORDER,
f4\ DOUBLE-COMPART,MENT . CATCH BASIN
V SCALE: NONE
~
A
~A
LPIPE JOINT 18" MIN.
FROM EDGE CONCRETE
BASE
SECTION: A-A
fi\ SHALLOW MANHO~
V SCALE: NONE
f3\ STANDARD MANHo.LE
V SCALE: NONE
I. FLEXIBLE PIPE- TO-MANHOLE CONNECTIONS SHALL BE
INSTALLED ACCORDING TO MANUFACTURES SPECIFICA TIONS,
2. WA TER TIGHT JOINTS (GROUT JOINTS SMOOTH A T MANHOLE
INTERIOR).
POSITION MANHOLE LID OVER
ALL SECTIONS MUST MEET OR ASTM C 478.
~t~~1;{tsri~ MIN.)
Date Received:
MAR 1 8 2008
Final Submittal
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BRANCH PROJECT NUMBER: 07-168
. ~ ---------- .. ....(N01'E> p,...,.r~'_ eMAI.I. Al"f(;lIM' OF FILL WITIlIN FUE IN TIllll
________ ~ lN~ TO MATCIIGlUPEll euTNOT TO IMPACT _Y IE}
llTOIOIttIl4Tat Pf!TENTlClN F'ClNP.
~
BOTANICAL NAME
Qty, TREES
24 Acer eircinatum
19 Acer macrophyllum
18 Acer fi"emanU
-10 Calocedrus decurrens
16 Carpinus betulus
~: ~:i~~:~~:~:~: Way'
12 Nyssa sylvatiea
22 Pinus ponderosa
8 Pseudotsuga menziesU
10 Thuja oceidentalis
11 Quercus rubra
SHRUBS
64 Abelia 'Francis Mason'
24 Arbutus unedo 'Compacta'
120 Berberis thunbergii
450 Carex morrowii variegata
85 Cistus hybridus
120 Comus stolonifera 'KelseyU'
64 Corylopsis paueiflora
40 Daphne odora
18 Euonymus eompactus
48 Hamamelis intermedia 'Amold Promise'
320 Juncus effusus
260 Lonieera pileata
64 Prunus laurocerasus 'Zabeliana'
72 Sarcococea ruscifolia
60 Spiraea douglasii
:~ ~rb~::~~c~:::~~~
260 Viburnum da,,;di
GROUNDCOVERS
420 Ajuga reptans 'Bronze Beauty
120 Arctostaphylos uva.ursi
80 Bergenia erassifolia 'Silberiicht'
180 Cistus sal,,;folius
220 Helianthemum nummularium
:: ~::::~~: ~~:~talis
120 Lavandula latifolia
120 Lavandula stoechas
80 Liriope muscari 'Big Blue'
- 240 Mahonia nen.osa
80 POlystichum munitum
620 Prunus laurocerasus 'Mt. Vemon'
120 Rosmarinus oflicinalis 'prostratus'
i
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COMMON NAME size
Vine Maple 4' . 5'
Big Leaf Maple 2" cal.
Autmn Blaze Maple 2" cal.
Incense Cedar 5' - 6'
I European Hombeam 2" cal.
IChinese Dogwood 5' . 6'
IWhiteAsh 2" cal.
I Black Tupelo 2" cal.
Ponderosa Pine ()N. valley variety) 5' - 6'
Douglas Fir 5' - 6'
Arborvitae 6'.8'
Northem Red Oak 2" eal.
I
13 gal.
15 gal.
13 gal.
11 gal.
13 gal.
3 gal.
5 gal.
3 gal.
5 gal.
5 gal.
1 gal.
3 gal.
3 gal.
3 gal.
3 gal.
3 gal.
5 gal.
3 gal.
Francis Mason Abelia
Compact Strawberry Tree
Japanese Barberry
Vadegated Japanese Sedge
White Rockrose
Kelseyii Dogwood
Buttercup Witch Hazel
IWinter Daphne
Buming Bush
Arnold Promise Witehhazel
Common Rush
Pri\et Honeysuckle
Zabel Laurel
I Fragrant Sarcococca
Iwestem Spiraea
, Snowberry
Burkwood Vibumum
Da,,;d Vibumum
Carpet Bugle 1 gal.
Kinniekinnick 1 gal.
SiI\er Light Bergenia 1 gal.
~~~:s~ Rockrose ~ ~:::
IChristmas Rose 1 gal.
I Lenten Rose 1 gal.
Spike La\ender 1 gal.
Spanish La\eflder 1 gal.
Lily Turf 1 gal.
Dull or Long Leaved Oregon-Grape 2 gal.
ISword Fem 1 gal.
IMt. Vernon English Laurel 2 gal.
I Creeping Rosemary 2 gal.
TI-I5RE 6I-lAL.L. ee REQUIRED REVIEW& ay LANDSCAPE AIOlOIITECT OR
& =l=~AO::~;~~T~~=;D sr:r=~~~~!~!~=~~rii~~;~
DECI&ION, I&&LIED (1211912I1i:W'U PL.A..=. I=.~T . &OIL. AMENDING. 5. L.AYOUT OF &L.EEVING, 4. Ifl!lO!lGATION
~ ~:~~~g~~E~r;:~~~~~ ~~1:T~~w~I~~T6e:~ ~::I~~~~YOUT,
TREE CONFL.ICT&. INCL.UDING TREE PL.A..=, .=,~T, GJl<OUNPCOvER, FEFlENNIAL. L.AYOUT.
~.YI6ION NOT.6
I.ANOICAPIi PLAN 1.1iGIIN0
cO
~.'o .
'~
o
l=IiCOl=OeE" TIiCEES IIOIiC INTEIiCIOIiC l=AIiC!<:ING
AliCEA I.AN"SCAl=E (4& TIiCEES l=I=tOFOeE")
(8 CONIFER AND ~1 DECIDUOUS TREES)
MIN. 2" CALIPER / 6' I-IEIGf-lT
l=IiCOl=OeE" TIiCEES IIOIiC l=EIiCIMETEIiC l=AIiC!<:ING
AliCEA I.AN"SCAl=E (&~ TIiCEE& l=I=tOl=oe,,)
(22 CONIFER AND ~1 DECIDUOUS TREES)
MIN. 2" CALIPER / 6' I-IEIGI-IT
l=I=tOl=OeE" TIiCEES IIOIiC eETSActc::. AliCEA
I.AN"SCAl=E (28 TIiCEES l=IiCOl=OeE")
(llZl CONIFER AND 18 DECIDUOUS TREES)
MIN. 2" CALIPER / 6' I-IEIGI-IT
INTEIiCIOIiC l=AIiC!<:ING AliCEA I.AN"SCAl=E, I.ESS STOIiCMWATEIiC AIiCEAS (',8ca2 SQ. liT'>
CODE REQUIRED PER CAMF'US INDUSTRIAL ZONING DISTRICT ON-SITE
STANDARDS SDC ~2-44&. '3lZl% COVERAGE OF REQUIRED LANDSCAPE AREAS
(EXrIIII"'lING TREE CANOPIES), WITI-IIN ~ YEARS FROM DATE OF INSTALLATION AND
AT LEAST IlZl% OF TI-IE INTERIOR OF TI-IE PARKING LOT SI-IALL 6E LANDSCAPED.
MIN. REQ. AREA = 1,611 SQ. FT. (6ASED UPON 16,111 SQ. FT. OF INTERIOR
vEl-IlCULAR PAvED AREA). MIN. (I) 2" CAL. CANOPY TREE AND (4) & GAL. SI-IRU6S
PER !lZllZl SQ. FT. OF AREA.
r-..~IMETEIiC l=AIiC!<:ING AliCEA I.AN"SCAl=E (2~P24 SQ.. liT.>
CODE REQUIRED PER SITE PLAN REVIEW - SDC 4.4-1lZllZl AND CAMPU5 INDUSTRIAL
DISTRICT LANDSCAPE STANDARDS SDC ~2-44&. MIN. (2) 2" CAL. TREES AND (llZl) &
GAL. SI-IRU6S PER l,lZllZllZl SQ. FT. OF AREA. '3lZl% COvERAGE OF LIVING PLANTS
WITI-IIN ~ YEARS OF INSTALLATION.
STOIiCMWATEIiC TIiCEAMENT PAOII..IT'!" I.AN"SCAl=E (~,b18 SQ. liT.>
vEGETATED STvl"'J IWATER PRE-TREATMENT LANDSCAPE AREAS PER CITY OF
SffilNGFIELD ENGINEERING DEI5GN STANDARDS MANUAL. PLANTINGS AND FILTERING
MEDIA TO MEET OR EXCEED CITY OF SPRINGFIELD STORMWATER DESIGN
STANDARDS. INTERIM EROSION CONTROLIWATER QUALITY MEA5URES SI-IALL 6E
IMPLEMENTED IF NOT FULLY vEGETATED WITI-I ALL vEGETATION SPECIES
ESTA6LISI-IED PRIOR TO Ar-r-ro::OVAL OF 6UILDING OCCUPANCY. ALSO SEE CiviL.
eETSActc::. AliCEA I.AN"SCAl=E (2&,32& SQ. I=T.>
(PLANT 6EDS = 22,4'31 SQ. FT., LAWNS = 4,1'36 SQ. FT.>
CODE REQUIRED PER SITE PLAN REVIEW - SDC 4.4-llZllZl AND CAMF'US INDUSTRIAL
DISTRICT LANDSCAPE STANDARDS ~2-44&. MIN. (2) 2" CAL. TREES AND (!lZl) & GAL.
SI-IRU6S PER l,lZllZllZl SQ. FT. OF AREA. '3lZl% COvERAGE OF LIviNG PLANTS WITI-IIN ~
YEARS OF INSTALLATION.
F'l.ANT lllIIC6 (TOTAl. AT I'UU. EIUILClOUT) . &3,.412 e&1IT. JNC:I..UCII& 6HARIIC) CRI...swAY) UNl.lI6& OTHaRWl811 NOTaCI ON Pl.AN, PF<EPAlE ey
SCARIFY'ING sueGRAJ:>E FRlOR TO PL.ACEMENT OF SAND AND ~IC MATERIA\.. EvEN!.. Y eLEND A MI~ OF !l' SAND AND !l' '" ,=" PLu&
(OR A............,IED EQUAL) TO ACl-lIEYE 12" At1ENPEO &oIL PFilOFILE AFTER PLACEMENT AND &HRINKAGE HAl; OCCUIOlEO. MOlINO GRAPES FOR
PO&ITIVE 5U""ACE DRAINAGE. Ivr..,~a& W1Tl-1 4" (50% GAfiiPEN c.... ,...~.., AND 50% FIR eAl'lKl MIX.
I. vElli:lFY' L.OCATION& OF EXISTING UNPE~ UTIL.ITIE& PRIOR TO EXCAVATION. REPAllli: ANY DAMAGE TO EXI&TING
UTfL.ITIE&, PIFE&, OR REL.ATED FACIL.ITIE& AT CONTl'ilACT~ EXPEN&E AND IN A MANNEIli: A...........-eD ay L.AND&cAFE
AIOlOIITECT.
2. NOTIF'T" L.AND&CAPE ARCl-IlTECT OF ANY DISCREPANCIE& IN Tl-IE L.AYOUT OF U.IOl<K PRIOI'! TO ExeCUTION OF ANY WOl'iK.
3. L.ANDSCAFE AIOlOIITECT 6I-lAL.L. aE NOTIFIED 12 I-IOURS IN ADvANCE OF ANY &ITE REvIEW&,
4. PROViDE &L.EEvlNG UNPEIli: l-IARPSCAFE TO ALL. Ifl!lO!lGATED L.AND&cAFE AREAl>.
&. Tl-IERE 6I-lAL.L. ee REQUIRED REvlEW& ay L.ANP&cAFEARCl-IITECT OR OUNERS REr:-J:S:: ITATlvE PRIOR TO exeCUTION OF
ANY ll.IOF'iK. lNCL.uPlNG AFTEIli: &TAKING . L.AYOUT, PRIOR TO CUTTING OR FOlIIli:ING CONCRETE, PRIOIli: TO aACKFIL.L.1NG AND
fWlJGl.l GRADING, IN ADDITION TO REVIEW OF AL.L. REQUIRED &L.EevlNG.
6, aA&E INJ=OIi<NATION WAI> PROviDED ay F<OeERT&ON 6I-lERWOOD AIOlOIITECT&, pC. &TANGEL.AND AND A&&OCIATE&, INC.
HOL.D& NO OElL.IGATION TO veRIFY AND I OR ADJu&T aA&E INFOFlMATION.
1. L.OCATION OF PROFEfli:T'T" L.INE&AND COfli:NERS ARE TI-I5 RE&PONSlalL.lT'T" OF ,..........=fli:T'T" OUNER, CONTl'ilACTOI'!, OR
SU~YOI'!, &TANGEL.AND AND A&&OCIATE&. INC.I-IA& NO RE&PON&lalL.lT'T" FOIli: TI-I5IIli: L.OCATION.
a IMMEDIATEL. Y NOTIFY AF<CI-IITECT AND L.ANDSCAFE ARCl-IlTECT OF ANY ITEM(&) DISCO'v=r<<:.... DUIli:ING &OIL. DI&TURl6ANCE
Tl-IAT MIGI-IT ee CON&,....=r<<:... A J.lI&TOfli:ICAL ARTIFACT.
!~~IGATION 6Y6TIIM 6,...CII=ICATION6
61,.. ~.YI.W I.ANOICAPIi PLAN
61T. ~IYI.W CAI.CUl.ATION6
IFlRlGATION &Y&TEM TO ee IN&TAL.L.ED IN AL.L. DE&IGNATED L.AU.N AND PLANT eeD AREAl> INDICATED ON TJ.lE PLAN. TJ.lE
Ifl!lO!lGATION &YSTEM NEED NOT PROVIDE WATEIli: TO UNPL.ANTED AREAl>. ffl!lO!lGATION TO aE AUTOMATIC EL.ECmfC &oL.ENOID
CONTROL.L.ED UNDE~D e, ""=,. L.OW WATEIli: CONSUMPTION """"=, ,;; ARE ENCOUFi!AGED, INCL.UDING Tl-lE u&E OF WEATl-IER
TRACKING CONTROL.L.ERS AND DEVICE&. TI-I5 IFlRlGATION &Y&TEM 6I-lALL. ee MAINTAINED AND OFEFilATED IN A MANNER TJ.lAT
PfllCMOTE& TI-I5 l-IEAL.TJ.l AND APPEAfllANCE OF TJ.lE PLANT& WJ.l1L.E MINIMIZING WATER u&E AND AVOIDING EXCE&&IVE WATEIli:
Fa.IN-OFF.
CONNECT IRRIGATION &Y&TEM TO MUNICIPLE WATER &ouRCE (L.OCATION FElli: L.ANDSCAFE AF<CI-IITECT . 0IlNER.> WITl-l MAIN
&l-IUT-OFF VAL.vE, aACKFL.OW PREVENTION DEviCE. AUTOMATIC CONTROL.L.ER (WEATl-IER PROOF L.OCATION FElli: LANDSCAPE
ARCl-IlTECT . OUNER.>, EL.ECmIC REMOTE CONTROL. vAL.vE& (FilAINaIRP FEa-FRS &ERlE& OR APPROveD), WITl-l POP-UP &PRAY
&PR1NKl..ERS (FilAINaIRP Ieee lOAM &ERlE& OI'! APPfli:OvED), AND/OI'! A.........tEP FilOTOR J.lEAD&. ALL. vAL.vE& TO ee L.OCATED IN
lJt......=......-...UNP vAL.VE sox (CARSON OI'! A........veD).
TOTAL
TOTAL AREA = (4.'31 ACRES) 216,32~ SF.
LANDSCAPE 6EDS .t OPEN 5F'ACE AREA = 11,313 SF.
~&.1~% OF SITE
PI-IASE I / PI-IASE II
11&,882 SF. / (~8,&6'3) SF.
&~.s6% / 11.82% OF SITE
I=AIiC!<:ING AIiCIEA
TOTAL vEl-IICULAR PAVED AREA = IlZl2,2~4 SF.
TOTAL PARKING COUNT = 268 SPACES
INTERIOR vEl-IlCULAR PAvED AREA = 16,111 SF.
INTEIiCIOIiC AliCEA I.AN"SCAl=E = PROPOSED 14,'328 SF.
Per SDC ~2-44& AND SDC 4.4-llZllZl REQ'D 1,611 SF.
14,1~ SF. / 21,&2& SF.
11~ SPACES / '3& SPACES
~'3,164 SF. / ~1,6lZl1 SF.
&,1~1 SF / '3,1'31 SF.
~,'316 SF. / ~,16lZl SF.
T~.. PI.ANTING O.TAII.
NOT TO CCAL.E ~JJ~~~Jf~g>:~lrrJ~~~OF
! ~ ADOED AI> PART OF TleE PLANTING
& /
__~__~~F
FA&TENE~ FROM eRANCI-lE& AND TRINK , l'
i
TIiCIEIES 4 E!ll-lIiCUS&
PARKING AREA CANOPY TREES Per SDC 4.4-1~
(6ASED UPON 16,111 SQ. FT. OF INTERIOR
PARKING AREA, PI-IASE 14 II TOTAL>
(I) 2 INCI-I CALIPER TREE PER IlZllZl SQ. FT. = ('32) REQ'D ('32) PROPOSED
(4) & GAL. OR LARGER SI-IRU65 PER llZllZl SQ. FT. = (~68) REQ'D (~68) PROPOSED
SET6ACK AREA LANDSCAPE
PER SDC 4.4-1lZllZ>
(2) 2" CAL. TREES PER l,lZllZllZl SQ. FT. = (22) REQ'D (28) PROPOSED
(llZl) & GAL. OR LARGER SI-IRU6S PER l,lZllZllZl SQ. FT. = (llZl'3) REQ'D (llZl'3) PROPOSED
(6ASED UPON IlZl,'3~lZl SQ. FT. ALONG NORTI-I PROPERTY 60UNDARY)
SI-IARED ACCE55 DRIvEWAY TREES
h ,lZl1'3 SQ. FT. LANSCAPE AREA =
2 HAfli!PWOOP (2" X 2" X 6' MINJ TIe!
STAt<E& DFilIYEN FlfiiML YAMIN. OF 18" INTO
Tl-IE ~
~~T!f,:_rr.~~~ ~:~s~AMAGE
AP!=ROVED EGlUlvAL.ENT
~ ~~'!: ==L.LECT Date Received:
~= ,'" ....",..A1'Otr FOR 3 MAR 1 8 2008
eACKFILL WITl-I NATIVE &oIL, FILL
~~~Y~W:rW~~'FTnal Submittal
SITE REVIEW SET-
Not for Construction
(12) REQ'D
(12) PROPOSED
TREE SU6TOT AL
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(126) REQ'D
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"Z1" HID FUll. CUT Off HORIZONTAL LAMP POLE ARM MOUNTED AREA UGHT. 150 WATT METAL HAUDE LAMP.
T'lPE II DISTRIBUTION MOUNTED 20 FEET ABOVE FINISHED GRADE. MANUFACTURER: KIM 'WARP9" SERIES.
'23" HID FUll. CUT OFF HORIZONTAL LAMP POLE ARM MOUNTED AREA UGHT. 150 WATT METAL HAUDE LAMP.
T'lPE V DISTRIBUTION MOUNTED 20 FEET ABOVE FINISHED GRADE, MANUFACTURER: KIM 'WARP9' SERIES.
MAXIMIN
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BALZHlSER
& HUBBARD
EN92.~.~ERS
'~~~il&r'"
7700-008-07.1.dwg
E1
R E.C 0 R
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UBERTY PROJl"BSSIONAL CENTER
BEING A REPLAT OF PARCEL 2 OF LAND PAR11.U(}N PUTNUJIBER 93-P0421 LANE COUNTY C!-ERK & RECORDER
AND COUE",'''''Ui ON COUNTY SblCVJ!if FILE 81927 OF CONVeYANCES
8.E. 1/4, SEC.' 15, . T.17S., . R.8JY., . JY.M. DEPUTY ~ ~ ~;~~S~~~nt~ g:;:: e~~u~~c~;:~k ,007.m~J~
Ii _......... ::~ 1,..r.",J. SPRlN~;':::~/JWGlIN ~O:~_S1R~~~OR~ ~L~~~~!1~Jl~~M:13~::
l L3 S~.~2;2B"W ':.:2 SCALE 1 ":::60' e~fJ~Ur:~ffMi::-L BE PLACED OR LOCATED ON OR IN A PUBLIC $5.00 $70.00 $10.00 $11.00
~~\~~6::'H WASHER\. 2. ALL LOTS MUST CONFORM TO THE VISION CLEARANCE TRIANGLE
(fiIB" /R WITH YPC MARKED \ ' 10.00'O~U~E:[R2~~i~R1:l:;:~~:e:i:9B82 STANDARDS SET FORTH IN THE SPRINGFIELD CITY CODE.
"BRANCH ENG LS 1138?(1) INITIAL ~ "I'~ NOVEMBER 14, 1994, LeOOR - ~GS (1) __, ")~i-
/ FOUND 5/8 ./R WITH , ~2~"t (!) 118',11(1) ~ ..
/ l!: . i ---1~ =~ -,-"'-"- - -- ~ - - ~ - -' - - -~rf\ - - - - - - - - - - - - - r- - - - - -- - u_ - --".. - - - - - - - - -- -~:...ii ~ -! ' ,
..VI :~ I:: :
~,,~. .. ..1 ~~n~~fg ~~A~Jir 2. -I I- 14.00' PUP' I
[ \ !.... I /. 7.00'1- t- 7.00' I
: ~t':::f~/:~'( 7366~O~J.FT. ~: : I
~ I .~EMENT" . . '. 5 DO' PRIVATE ~: .. . LOT J ~~~O~O;%: :ER INSTR~~~;:9~:'2 1~~4, :
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B ...1-'4.00' PUE (3) ~: : l..! . 'l~ ~ . -1' .:- 30A%E::'V:::E;:~::(~SE . . : ~ LeooR
.: .. . ~ I 11/ . . . . ... I:. I~. . LCOPPR
'i<' I !Jt.. .Ll4.00' PUE ,oS 7.00~ 589'5 '03"E : I . 6149 . ..' . . I \ .'<:,v' R/W
2. .111 . ...10 IC~I;~'__~-.-. = = =70=.o,-.~l==;~;.0 = -t= = =. == ~:'~~~~~ti ~ ~ -=- ~-=-: ~~-; ~~ ~ ~ ~-.]j-=-: ~-=--=- -=-~l:=~'l~::1()"()~BI.RR
"" g .. . :z 1 \ ..' . . . .'. .' I 1 I . 7.00' . I' I
~~1- 14.00' Pur" J 4 VARb\f1LE WIDTH.7.0r;:5 ~ 7.00': ::~
~ I " ~:. ~ ,P=iJe:ff't'Jf. 14.00PUE:;J: r: : . ()
: . . ~tt-;;;:oo' . .~: I: 18
: 45.00'X60.00' .. .: :~:~: :::~
! . . '. . '.. .Ac;::t'it.~:~~;;'Uff>~' · S89'46'52") :~: ~: : : :
I~~N~C:; I~=H i<' 4.!D.Q.j. I: . ..t : : :
~. ... . /!NGLS.I1J8"O).' .... .. . iZol.. I I I ., .... .... '. I I I
II.' . .. N06'SI'OJ"W 0 12 '. '. . b"! .'. . .. 5.00 PRiVATE UTILITY '.. .1. I
:\ f l' .... FROM THE CALCUlATED . . . g:g I .. I I ',~u .' EASEMENT (2) '. 11 I 1 . 5.00' PlWATE STORMWATER . I
.~~ 0==- -~~~ ~ -- - -- ~"'" - -- - -- -- ~~,~;J."- -- f~~ :<-"~", -=.-""'-:;.r ~~=~ ~= - ---; ~ ~~J,=-",,__ ;~- -'--~ ---- ~--,~ '
LANE COUNTY SURVEYORS OFFICE
C,S, filE NO 0/'076.3
FILING DATE 25 Ocr. '07 .s
DATE:?5 aT. .'OY
LEGEND
@
@
~~. - .."'Ii:... ~
Branch. Engi>>eering, Inc.
-StMet .. ~
. :,:: (5:~)~~6~0889
b,"aMhadmm8bl'~nohengiJleering,e6m PROJECT NQ. 06-215
CiVil'Stru~tu~es' ~lUUlportationd,surveying .... .......... ....u. ... ... ..... ..... ...... ...... .. J F'AG!Eql~.F'2 . ...
, ",;,,; . '. .... , . 'l}WG.N&;\2~~-2l5 -~eifQo1I'\P'I/iif1f( PfA7'\;~6-21'5~I.7iT.~ . :g72if/fn 'wP
Date Received:
MAR \ 8 2008
PLOTteR: J./P f1t'$lsW"8$o-C
INK: HP 51640A
MYLAR: BULLFROG ENTERPRISES 4 MIL INK JET OOUBLE MATTE BF7S041J
.~.
R E C ORI)E I)
DATE ;.50c,-r: '07
~~,E r~~u~~ l>~iWfRS OFFICE
fiLING DATE,3.5 (?c:T. 'C)7 5
2007.0728J5
111111111111111111111111111111111111 $96.00
15 :0'J700728350110015 10/25/2007 09:13:18 AM
RPR-SUBD Cnt=l stn=S CASHIER 07
$5.00 $70.00 $10.00 $11.00
CONCURRENCE GRANTING PERMISSION. FOR THE SUf3DIVIDING AND PLATTING OF
THE: PROPERTY AS DESCRIBED HERtrON WAS RECORDEDJ5 c>.cf7 ,2007,
ATRECOROER'S NUMBER. 2007~ 7' ., IN. LANE COUNTY OREGON
. OFFICIAL RECORDS.
. CITY OF. SP~. ...~..'F'IELD:
~A ...~ ......~ /~r},7
I~_TTJR .
n~~~~ ()~TOI$~.'~TEE.. 9,~/l"7
CITY SURVEYOR. . . v..." ~
LANE COUNTY:
STATE OF OREGON
COUNTY OF LANE
~6.hI~
COUNTY ASSESSOR ..
~A- .Jt=J-
LANE COUNTY 15.0ARl> OF' COMMISSIONERS
10- ;2L.{.,- 01
DATE .
ll'! - 2,.!J - 0 7
. tlATE .
:N;~/~~O~A~~~Nt~~;;sl;~F MCMAC, LL~O~~ B%~g:Z ~E :f~~O~:LY :~r:~~
DESIGNATED AGENT OF THE LIMITED LIABILITY CQMPANY THAT EXECUTED THIS SUBDIVISION
AND ACKNOWLEDGED .THE SUBDIVISION TO BE THE FRIIE AND VOLUNTARY ACT AND DEED OF
THE LIMITED LIABILITY COMPANY, BY AUTHORITY OF' STATUTE, ITS ARTICLES OF ORGANIZATION
OR ITS OPERATING AGREEMENT,. FOR. THE usrrs AND PURPOSES THEREIN MENTIONED, AND
ON OATH. STATED THAT HE IS AUTHORIZEO TO EXECUTE THIS SUBDIVISION AND IN FACT
EXECUTED THE SUBDIVISION ON BEHALF OF THE LIMITED LIABILITY COMPANY.
~. Bra.nch Enjl.'n~erinA{, Inc.
.~ 310 FifUl Street
SpriJ;l(field" Ore.oJ> 974;77
(541)'t4.IHl637 'iCC ~Ml)7.tl-0389
branc!1aclmin.bruchllngineeriilc.eom
Civil. Structures.. Transportation + Survllying