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HomeMy WebLinkAboutApplication APPLICANT 3/18/2008 (2) t"t LibertyHank CORPORATE HEADQUARTERS Liberty Professional Center 250 International Way, Springfield, OR VICINITY MAP FINAL SITE REVIEW SUBMISSION 1- C1..i\~tf \. ..~? .... \. 't :t; ~ (lryo1o ~ fl i 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 ~ I ~~n.SPAPf ARCHITECT:. STANGELAND AND ASSOCIATES, INC. 285 LAWRENCE STREET EUGENE. OR 97401 541-484-7367 541-338-8909 (FAX) CONTACT: JEFF LANZA i 0:: <Xl o o @ NORTH ~ 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. >0:: "'0 it ~~ o to N VIEW FROM SOUTHWEST E -0 ;: U en 0. ... 2 t= ~! ~ :t:: C7' ..c: "t:J u '" '- . <( ...N :J: ~ Ii ~ o :;r:;r '" == ~~ ~ ... Q. ~ ~. U) u c: ~ j ~!::!l! i &. :<E ::i ,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 z Oz Vio ~i= :iE. <( m:iE :::::>0:: U>o 3:1..L. LLI~ >1- LLlU o::LLI ~(3 _0:: U)Q.. 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 , ~t' AD M M \0 o 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') I I ~~ 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. ~ i 1:1: CXl o o @ BIOSWALE, SEE CIVIL ~ _ /i~~~i::CIFI\ ~ / GENERATOR 14' PUE BIOSWALE, SEE CIVIL LOT 1. LIBERTY PROFESSIONAL CENTER ''"' 1 It \~TING TREES, : ; I 3} I~ : \ : ~ I ~ I \ I ( I / I ) I '\ I l 1 j .; ri t, ~EG :U~~~~\ 1 1 I '"'" l ' 1 I 1 +1 I J I 1 ~ . I I 'rrr' + '.4 I / .' ~ I ~ +! i ~l..! ++ I 1 I. +1' I, + I I )f I 1 ~ I ,1 I 01 J I ) ~ -) lit ----~ j,jl I' i1J :~~) . ~Jil ~ ~'~.:t~:) Date Received: MAR 182008 ~ ~~'~ I \ 1 1 1 1 1 PROPERTY LINE, TYP I 1 I I I I I I I 1 I I I I I I r--I~ I I I I rLOCATION OF I I I I ~~~~~~NI I I I I! - ix~~ ~E~~ EXISTING J _ _ _ L 1- _ -.1 L_ _ _ _ _ ~~ TREE, LOT 2 UBERTY PROFESSIONAL CENTER HATCHED AREA INDICATES PARKING LOT AREA TO BE CONSTRUCTED WITH 11-lE PHASE 2 BUILDING (95 PARKING SPACES) -14' PUE '> I ~ 1\ : ~I 1/- I ~. \: ( I \. LOT 4 LIBERTY PRurt.::>::>,ONAL CENTER LOTS LIBERTY PROFESSIONAL CENTER REMOVE EXISTING CURB CUT AND REPAIR SIDEWALK INTERNATIONAL WAY G;) :f~.~PLAN Final submittal o :>-1:1: "'0 II o t\I u en 0.. ~ V) e>> -I-' ..... U ~ (I) '" ~ :I ~ .r::. ." U '" l.- e>> <( ~~ :J: "a ~~ e>> 0 ..... 0 ~~ '" := ~ 0 ... Q.. ~ ~ ..c 0 en u c: 0 ~ c: 0 it '" .,. m ... > ... ..... ~ ~ .a ~~ e>> 0 ..c a= aa ::i ~--- z 0 Vi V) ~ m ::> tI) :s: !:!z ><:e I.&.I...J a:: a. 1.&.1 1.&.1 1-1- Vi Vi ~.~" M M \0 0 ;;: '0 A1 @ ~6~?-o~ND FLOOR PLAN, PHASE 1 NORTH ~ W ~~~I,~~ FLOOR PLAN, PHASE 1 NORTH ~ r- CATCH BASIN, ~--. ?i. CONNECT TO - oJt SANITARY 7 r- EMERGENCY ~ I/r=':'~ ,J!~71 _j~A='~ (8) LONG-TERM BICYCLE SPACES 17'-5>> 0:: <Xl o o @ NORTH GD :~~;H/BICYCLE ENCLOSURE PLAN D NORTH G) ;8~~~GENCY GENERATOR PLAN e u en 0. ... tI) ell ......., +' U ... Q) co @ :t= ::J c:T 15,016 G.S.F. .r::. "U U CO "- ell <( ~~ J: "C !~ ell 0 +' 0 CO ... ~ t:l.1a.. 0 ... Q. CU ... .c 0 U) U c ..:c:: c 0 Ii CO '" m +J > ... +' CU ... ..c ell 0 .a 0::: :i G) :;;~,ND FLOOR PLAN, PHASE 1 ~ ROOFTOP MECH UNIT, J ~ :'6~~ PLAN, PHASE 1 NOTE: BUILDING DESIGN IS SCHEMATIC ONLY AND SUBJECT TO MINOR CHANGES. Date Received: Final Submittal >0:: <DO U o ISl N NORTH ~ z o Vi (/) ~ C) ~ ~ (/)(/)0 ~~5 >it~ ~g~ ~g~ (/)1.&..0.. · ~r' ~ ~ A2 ~ I MECHANICAL UNITS BEYOND PRECAST CONCRETE BAND METAL COPING, TYP. PREFlNISHED METAL PANEL <r ~ PRECAST CONCRETE SILL, TYP. (J;) ~~~2H ELEVATION, PHASE 1 METAL PANEL, COLOR TO MATCH STOREFRONT . 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 ~ EACH FLOOR ~ J r-w i3:r: ~8 i~ ~I ~ 'T ~ ~1 ~ BRICK __" fC\ NORTH ELEVATION, PHASE 1 ~ 1/16"= 1'-0" (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 +I S I ~ @ NORTH ELEVATION @ EAST ELEVATION @ WEsr ELEVATION (J;) ~~~o~H/BICYCLE ENCLOSURE ELEVATIONS Date Received: MAR 1 8 2008 ~ ~~:o~GENCY GENERATOR ENCLOSURE ELEVATIONS G >-0:: ruo U o III N u a. en I- CU .... I- "' :J c:T "C "' CU :I: CU .... "' I- o Q.. I- o o ..:.:: c "' m > .... I- cu .a :i (/') -f-J U OJ ~ ..c: u L.. <( 'D o o '<t"'<t ~ ~~ ... CLt .c tn c o en ...... ... CLt ..Q o 0:. ~~ !~ o Ii :Z o V; (/) ~ m ::> (/) 0 ~ (/)..:::! wZ::> -om ~i=-- o::<(w w>.~ t:~:c: (/)WO- C) ~ ~*.! ~ >- LI.. j ~ A3 \ \ \ ~/[Zf ~ .'S ~/g " ~/~ ~/~ r::: LEGEND EXISTING IMPROVEMENTS RIGHT OF WA Y PROJECT BOUNDARY -<~"I-~m"l- EASEMENT -ww-ww- WASTEWA TER -"""'-<V""- GRADE BREAK [QJ STREET LIGHT [f] [ill o - ..!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 ~.r ...-L.J.-.J ( IN FEET ) 1 inch = 30 ft. Date Received: MAR 8 2008 Final Submittal Gli u a. S25 !~ T C/) <: 0 j:: C5 <: 0 () <.:> <: j:: C/) >< L...J ~ lD l") ...J l") \0 0 s: tl C::. R~WCH PROJECT NUMBER: 07-168 ~ "';:\" 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 . o -.--'--TOP IQI . . . . '.'.' VEGETATION COVER IT.1 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 ~ I~ 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_ ~~ ~ II u en Co a.. Vl (II +-I .... U a.. (]) to +-I ::s :c 0" '1:J U to L.. (II <( b~ ::t ." ii (II 0 .... 0 ~~ to ~ a.. 0 I.. a.. CU a.. .c 0 tI) U C ~ ..:r:: c 0 ~~ to (I) In ... Ii > I.. .... CU a.. ..a (II 0 ..a 0:: ~~ :::i '" J:i z -=:( ......J a.. >- I- :::i j:: ~ & ~~~~v7l:i:~~~ ~ lD -I r-- o o N I- U o ~ t) f') f') \0 o C2 BRANCH PROJECT NUMBER: 07-168 ~ o olQJ @ .----.:' = ~ 1- INTERNATIONAL WAY @ ~ " -------. CJ @ t GRAPHIC SCALE h.~_-tJ-.J T 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 n-+ lIJ [}Z] 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 ~~ ~ !i u en a. l- V) a. -1-1 1:= u Q) <<U :t: ::s a' .t::. ." U <<U L- a. <( ....N J: 00 "a Cl!~ a. 0 !~ .... 0 ~~ <<U I- ~ 0 '- Q. ell I- "J: 0 (/) U C ~ JII:: C 0 I~ <<U U) OJ ... > ... .... ell I- ..a a. 0 ..Q a: 2J~ :i .~ ~ z --C -J Cl. c:" Z Ci ~ c:" & ~~~~:I~:i,~~ ~ ~ ..... o o N ~ U o ~ ~ ~ l") l") \0 o {[; s: C3 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% ~ \ ,,:" "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 Oil u fit 0. L. Vl CII +-' .... U L. OJ fU ~ ::s a" .!::. " U fU s..... CII <( S~ :I: "C ii CII 0 .... 0 ~~ fU L. ~ 0 t- eL. CU L. .c 0 U) U C JII:: C. 0 fU en m ~ > t- .... CU L. .a CII 0 ~ 0= ::i Vl ..J < t- W o !1 ~~~~vf/~:~~Z ~ co I"- (<) ...I 0 (<) 0 \0 N 0 I- U 0 5: ~ a. Cl'. BRANCH PROJECT NUMBER: 07-168 i J' _L~~~ ~C_~ ~ + 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 u en Co ... (/) eu ~ ..... U ... OJ CO ~ :::s 0' .r:. "'a U CO I.- eu <( /,-N :r: 00 "a Ii eu 0 ..... 0 ~~ CO ~ ... 0 '- a. cu ... ..c 0 U) u C Jar: C 0 CO en m +' > '- ..... cu ... ..c eu 0 .0 0::: ::i ]1 (/) -! < I- I.&J o ~ ID ..... -' 0 o N I- U o l"l l"l '10 o ~ t) C5 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 a:: <Xl o o @ 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 RlEc;UI~1IC> ~.YI.W6 (126) REQ'D (1~2) PROPOSED G 100 ~-c .~~ ~! 0 III 1\1 U fI) 0. L. V) ~ ...., ~ U L. (J) ca ...., ::J :c cr "0 U ca L... ~ <( ~6 :r: ." !~ ~ 0 ~ 0 q:q: CO L. == 0.... 0 l- e. ell L. .c 0 (I) U c: JI:: C 0 ca en m .... > I- ~ ell L. ..a ~ 0 .a ~ :::i o a ZvffJ ~Z~ ,-w ulu~ ~O~ Z,^i: .c~~ I-...~ '^ U) n~ z o V> V) ~ CD :::::> V) 3: w :> w 0:: w l- V> z <( .....J a.. w a.. <( u V) o z <( .....J Vl a:: m C') C') \0 o c '0.1 '0.1 '0.1 in.1 '0.1 10.1 T'lPE II-HS 150W MH 11000 @.70 20'-0' ;.FG "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 ~ &?3& ~ AVG/MIN 4.5:1 \ SITE PLAN - LIGHTING 11- CHECK SET PRELIMINARY rr~E_ lOii6707 <G ;:" ~ g H g, ~ ~ ~ 2 ~ :c D' u i ~ S~ ~ '8 i~ ~ ~ ~~ ~ ell e- .c: 0 (/) u c~ ~ 1111 - BALZHlSER & HUBBARD EN92.~.~ERS '~~~il&r'" 7700-008-07.1.dwg E1 R E.C 0 R E D 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, : Jr----'-~-----:~~(i)"-l~==~}~l~--~~,,~~'='}~eE'L,---:~...''''''. ~~ ~~:?l1:.. -:, :~.~ ( f~~~~~~~~~~~i~;~~'='~~~~=~~~~~l)~-u---n---------~-~---r--l !! ! ~ : i!=i: . ..l-i:o : :~ :; . g, I 7.00' ~ t ~ I . CJ~v : I ~: t CSF 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