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Home My WebLink AboutPermit Field Test & Inspection Report 2009-7-15 [psllio~::ild~n /Il!nfIIfts_ .... . ~ . n...16.... Client: Address: Springfield School District 525 Miil Street Springfield, OR 97477 Placement Data:" .Curb at 17.+00 right in parking lot :LocationSampled At: iSame as above Date Cast: 07/15/09 'Ticket No.: !MIX No . 3444662 2~36C~2009 Desi~n Stren~th (psi!: ; Cylinder No. 09-1386 09-1387 09-1388 09-1389 Test DatQ 7/22/2009 8/12/2009 8/12/2009 Hold Date Rec'd: 07/16/09 Weather: Clear .~ COMPRESSION REPORT SPRINGFIELiD OFFICE ! 1040 - A SheUe{Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax , July' 23, 2009 CC8#176269 c.a-431 P0272-334-0809 Pete Furlong Project No.: 722-80173-219 Proj. Name: Thurston Elementary School Location: 7345 Thursto_n B.oad Springfield: Oregon Date: B.P. No.: P.O. No.: Cast By: Yardage Load: 2 Total: 10 ISUPPlier: Knife River Slump,(in.): ASTM C143 Max. Aggr. Size: Air Content: ASTM C231 . Air Temperature (F): Material Temp. (F): ASTM C1064 Max Temp IF): Min Temp (Fl: Specimen Size: Unit Weight (pet): ASTM C138 Time Cast: 9:15 AM Additives: Results Reported To: Field Test Data 11/4" 3/4" 4.0% 62" 76" Materiai: - Concrete . .- reauired 4,000 lab Cure (days) 6 27 I 27 I ' H ., :3 -~olumnar -, --;,:tt f -' Cone~(both endsf~- 2 ,-;ConeNertical 'Cracks;( one end) Remarks: c: Age (days) Field Cure (days) 7 28 28 1 H 4x8 Curing Conditions: ASTM Contractor h Compressive Strength Data ASTM C39 olaced 4,000 DIameter or Cross Sect. Area Cylinder WT. Compo Strength F t T .. Dimensions Max. Load (lbs.) Test Time (inches) (s.L) (Ibs.) (psi) rac ure ype 4.01 12.63 8.5 49,745 3,940 2 10:22 AM Capping Method C617-03 I. CI231-03 x I I , '4 - Diagonal'w/no.cracking at ends \ _ 1. 5 ~ 'Side fractures'(at'top:of'bottom)' -=6'-:; Topfractures (same-as~#5'butend'of'.cylinder'is'pointed)=-~~=-'; Respectfully Submitted, D~Vices ',!duslries, Inc. Raymond Aliperti Project Manager KPFF- ugo.costa@kpff.com Hyland Construction - markb@jhconsl.<;om Milstead & Associates - angus@milstead.us Mahlum - rberndt@mahlum.com . Robertson/Sherwood & Architecis - dguadagni@ropertsonsherwood.com Springfield School District - jsaracen@sps.lane.edu Yolanda Bird - yolanda.bird@sps.lane.edu City of Springfieid TillS REPORT IS PR(JVIDED FOR,THE INFORMATION OF THE CLIENT ONL Y. .THE REPRODUCTlONOF THIS REPORT BY ANY METHOD. AND ITS TRANSMITTAL TO A THIRD PARry BY ANY MEANS EXCEPT IN FULL, IS PROHIBITED WITHOUT THE WRIITEN . PERMfssioN OF PROFt:SS(ONAL SERVfCE INDUSTRIES. ~ l ~~;J Information "'~.l1b Build On Engineering . Consulting. Testing DAILY FIELD REPORT Date Performed: Client: July 22, 2009 Springfield School District 525 Mill Street Springfield,OR97477 Report Number: 722-80173-221 Project Location: Thurston Elementary School 7345 Thurston Road Springfield, Oregon Project Name: P0272-334-0809 Light Poles Reinforced Concrete Field Observations and Comments Performed -visual inspection-during. placement-of .concrete at .the following locations: (1-1) eleven .Iight.poles. Concrete was placed by chute and vibrator consolidated. Cast one (1) set of four (4) (4x8) concrete test cylinders. Contractor was asked to notify our office when additional services are needed. To the best of our knowledge, the work inspected above was in accordance with the building department approved design drawings, spe~ifications and applicable workmanship provisions of the International Building Codes. Tvne of M"teri.a! Set #1 Supplier Knife River Mix # 2430N170VO Slump 3 3/4" Air Content 4.7% Ambient Temperature 73' Material Temperature 73' Time Placed 10:30 AM Design Strength (psi) 3,000 Number of Samples 4 Total Yarda!'le Placed 9.0 Inspector: Devon Hovis CCB# 176269 Permit No.: Weather: COM2008-00437 Clear P.O. No.: Type of Structure: Type of Inspection: If you have any questions regarding this report, please feel free to contact us at 541-746-9649'. . , Respectfully Submitted, (Jofessi~na/ Service Industries, Inc. ~\)~~ Raymond V. Aliperti Project Manager cc: KPFF - ugo.costa@kpff.com Hylan.d Construction - markb@jhconst.com Milstead & Associates - angus@milstead.us Mahlum - rberndt@mahlum.com Robertson/Sherwood & Architects - dguadagni@robertsonsherwood.com Springfield School District - jsaracen@sps.lane.edu Yolanda Bird - yolanda.bird@sps.lane.edu City of Springfield THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLIENT ONL Y. THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD PARTY, BY ANY MEANS, EXCEPT IN FULL, WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRiES, 1$ PROHIBITED. Professional Service Industries, Inc.. 1040-A Shelley Street. Springfield, OR 97477 ..Phone 541n46-9649. Fax 541n46-7163 l... ~ ;ZIn/ormation "..,. .To Build On Engineering. Consulting. Testing ~ . DAILY FIELD REPORT p0e I 0 {-;2 Project Name: 722-8017~@> Thurston Elementary School 7345 Thurston Road Springfield, Oregon ' Date Performed: Client: July 21, 2009 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: Project Location: Building Permit No.: . COM2008-00437 Type of Inspection: Soils Observation P.O. No.: Weather: P0272-334-0809 Clear - .- Field Observations and Comments On-site to observe a proof roll at finished subgrade elevation for the parking lot and driveway pavement areas at the following locations various locations between Thurston Road and new elementary school (see attached site plans). The proof roll was conducted using a fully loaded tandem axle dump truck weighing approximately 50,000 pounds. No deflection (pumping) were observed, indicating a firm, stable subgrade at this time with the exception of an area 25' x 12' on the small connector road. (See Site Plan). At this location recommended a 6 inch over excavation due to soft soil. To the best of our knowledge, the work.inspected above was in accordance with the building department approved design drawings, specifications and applicable workmanship provisions of the International Building Codes. Inspector: Raymond Aliperti, ICC# 1017075-EC CCB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully suJed' Professional Serv e Industriescc. l~!ft 1t }~ Project Manager Attachment: Site Plan c: KPFF - ugo.costa@kpff.com Hyland Construction - markb@jhconst.com Milstead & Associates - angus@milstead.us Mahlum - rberndt@mahlum.com Robertson/Sherwood & Architects - dguadagni@robertsonsherwood.com Springfield School District - jsaracen@sps.lane.edu Yolanda Bird - yolanda.bird@sps.lane.edu City of Springfield THIS REPORT IS PROVIDED FOR THE INFORMA nON OF THE CLIENT ONL Y. THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD PARTY, BY ANY MEANS, EXCEPT IN FULL, WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRfES, IS PROHIBITED. Profe,ssional Service Industries, Inc.. 1040-A Shetley Street. Springfield, OR 97477. Phone 541/746-9649. Fax 5411746.7163 - !I ___ J ' 1___-- ~---- 'I ~-- ---- - ---- ~.~ .-- .' '-~~~" - --- ---------- _ --;;;> ~1"1-lli.~ _ .-",-r __....-. ~" ~ \~ - -'-' --' ---- '"",'-'- ~ , ~~~r-'::~- __ ~._ '.:"-"_._~.:'.~l:"~'- \", ~ ---- ,- -'. _"~;~:-~~7,-i~", "'jj!i" .. ".;:" "'" ..... ,'. v, >n, ~-. .,._._..",'.d.. .."....'. \, mi\~ . <'..............( (,1 . 111,1)" 1. -~~'-- - ~... .~. ,./ I ~>-.;-_. -';:':'.:\ \ . J I)' \j ) - I ~ '-'..,..\ '~' , '----".'--../_ 'Q ~ ~-3 7,., xr ~ II ...!hi. WI' -=-~ ~ . j"'_'~ -z - __r~~ m ~. k~0~ 1~.. ~_ ~-~if~ ~~ --I . . ,}~-:l) ~-= ~ [~~~ ~. .,i(:j, r ~.~ ;;il~ mf '.zA : .~~:\ ;;;:~ B! l ~Cj : STO I .. '~...\..iI!~ ~~r.': ..7z"~l i &NA : 11\ tr~~1 ~I 2~) 1 : II/I i~~W~i~~\1 :((/=\ : t;~]-~ . . " J' 1~~~ld' ~8 i \\ 3~ .1 ;"\"""-I-:J')- ,- . .'. ; .., , .....'...'..-'...,.....'... .'0;i ..... ~ I .\. I.. .~n ..... L:Irl-j't1 . . ..L It ., __. \ .....- ... ,} '. '1'--'1 =rT"F . . .,i :1: t-.'~... .--j..S ~rm~~\\ , ~~~ .. jll-lll~ o. ~ ;2 (01. .. '~o,t~> .~~~ .J !~\.\ j:.~..~.J 1;.{:.I.thtl'~~.._~~:~~~ jll ............~............ ...... ii.ij;.iJ;;B 0 6. G ..j.! II~; I~\. :~..I;..I.(.II..~....llcL.!.)~....1 0.-- - 6f'-' "-~,, I - I. .1' . 'I.'~ .j-'.. + , .'~ ....... \/m't.:.. il',tr . _.: .: . i. ...... ~\ .'.,'.'. ,r;~~I.'1 [-1- "J 1', . : ...... ..1_ _.___. I.,.!.. , r\ <4- o co '\J ~ ~ ,() \ No/ {\( <rY; cr- , ~ CJ r':':;' 70'-': - ~ .0 \ 0'-.,-- ;J ~O '- -to- 4f5 - 0--.) () \ rX'> "'-0 \... v- a:. - Q,.. f ) ~~~ (-\-- r- ~ -. l "'fur~.;Z Information ",..,. .To Build On Engineering . Consultlng . Testing ~ p~ lo-f2 DAILY FIELD REPORT Date Performed: Client: July 16, 2009 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: 722'801~ . Thurston Elementary School 7345 Thurston Road Springfield, Oregon Project Name: Project Location: Building Permit No.: COM2008-00437 Type of Inspection: Soils Observation P.O. No.: Weather: P0272-334-0809 Clear Field Observations and Comments Observed a proofroll for the parking lot and driveway pavement areas in the following locations: driveway entrance and. bus lane. (see attached site plan) The proofroll was conducted using a tandem axle dump trugk weighing approximately 55,000 pounds. No deflections (pumping) were observed under the wheel loads and no wheel tracking (rutting) occurred, indicating a firm, stable subgrade at this time, except for the following area: a 30' long by 12' wide area on the bus lane adjacent to existing trees (see site plan). At this location, the subgrade was deflecting and rutting under the wheel loads due to over optimum moisture. Recommended over excavating the area 6 inches and replacing with additional crushed rock, or place an additional 6" + of rock if grades are raised in this location adjacent to bike shelter (no over excavation required). Contractor was asked to notify our office when additional services are needed. To the best 01 our knowledge, the work Inspected above was in accordance with the building department approved design drawings, specifications, geotechnical report, and applicable workmanship provisions of the International Building Codes. Inspector: Raymond Aliperti, ICC# 1017075-EC CCB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respe9tfully Submitted, er!eSSiO~G~ervice Industries, Inc. ~AIiP~ Project Manager Attachment: Site Plan c: KPFF - ugo.costa@kpft:com Hyland Construction - markb@jhconst.com Milstead & Associates - angus@milstead.us Mahlum C rberndt@mahlum.com Robertson/Sherwood & Architects, dguadagni@robertsonsherwood.com Springfield School District - jsaracen@sps.lane.edu Yolanda Bird - yolanda.bird@sps.lane.edu City of Springfield . THIS REPORT IS PROVIDED FOR THE INFORMA rlON OF THE CLIENT ONL Y. THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD . PARTY, BY ANY MEANS, EXCEPT IN FULL, WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED. Professional Service Industries, Inc.. 1040-~ Shelley Street. Springfield, OR 97477. Phone 541n46.9649. Fax 541n46.7163 { ", r{ <.L- o '""6 ..,l ~ '!L ftw. r; . N\ J i ~ w T ~ 1-f <~~ 2 i J:~ ~ J ~~ ! '0 Io ~ :e is- ~--z.. ~(L.- \'" .0 q;.'" .rt; 1 ~r~ - ----- . ----- - -~-----==--. . - ~ - - --=---=-..::-----'~~..,.;"-..:::::-.::-,-=~ ~ . , ~_. _____ """""r~J!I4b'~. ~.~" _ _ _ _~_ rI-- . .- '-.,., . ---------- ~ -A-:;;'- 1-... . 1';:- ~ ~ ..") '.J "': '--.J ~ G.'. S. /_'~...;:J~ ~~ ...J ~.I;:. .....-....- cs ';;... \..;. 0"",; -......;: 0 . C ." <Z"- ~ 0 't: ,Q-t "'~-= ---:> ..... '" c ~ 6" "..,j u...... ~ ~ ,c-./1 ,_, I t '1 ~ - ... .....:2: i ~~~ !::.,------ ~ u- ~ ~ 2:--~STORl.I DRAl1<<Gf I 2. I ? ~~ l"'-..,... I .. i:'~I : "'I.E. """" , - ~ -& "-' 'r- ~ I :" I~'~ I I ~ L ):: ::-.,. - :'~I~:j : ,~~f~~J 1" N ....:>0 -- ~V1 .~ ~ " '!:0.....! - '-:SU.O. __F,- -: -.. K .~+ ~~. ~i " . --~ a .E .;; si~, ^,Ci. '(?; , ('11 0::. ~ ~ 'i ~ 1 . ~ ' ----- -c1~ ~~-,' . .:.----'" ~~ ~ .0;., L R,P,o,TH,- IPING, IN ~ ,QNTRACT ____ i~ -WSS> (..roo ICECOIJRTj- ENCLOSURE: ' LORAWlNG$ AY SHELTER- 'c.. RAATET-2), .:x .LDRAWlNGS " PROTEClED- WETlAAD ' ~ , .. t1C L "'~;lIriformation ,.,~. .To Build On Engineering . Consulting. testing DAILY FIELD REPORT Date Performed: July 15, 2009 Report Number: 722-80173-217 Client: Springfield School District Project Name: Thurston Elementary School 525 Mill Street Springfield, OR 97477 Project Location: 7345 Thurston Road Springfield, Oregon P.O. No.: P0272-334-0809 Permit No.: COM2008-00437 Type of Structure: Weather: Clear Type of Inspection: Concrete Field Observations and Comments As directed by Contractor, continous inspection during_placement of concrete was notrequired at the following location:' curb in parking lot at 17 + 00 RT. Concrete was placed by curb machine. Cast 1 set(s) of 4 (4 x 8) concrete tesi cylinders. Tvoe of Materia! Supplier Mix# Slump Air Content Ambient Temperature Material Temperature Time Placed Design Strength (psi) Number of Samples Total YardaQe Placed 'Inspector: Pete Furlong, ICC#00083536 CCB# 176269 Set #1 Knife River 2436CE2007 11/4" 4.0% 62' 75.5' 9:15:00 AM 4,000 4 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitted, ~iV: (M]]je Industries, Inc. Raymond v. ~\i Project Manager cc: KPFF - ugo.costa@kpff.com Hyland Construction - markb@jhconst.com Milstead & Associates - angus@milstead.us Mahlum - rberndt@mahlum.com RobertsonlSherwood & Architects - dguadagni@robertsonsherwood.com Springfield School District - jsaracen@sps.lane.edu Yolanda Bird - yolanda.bird@sps.lane.edu City of Springfield THIS REPORT IS PROVIDED FOR THE /NF9RMATlON OF THE CLIENT aNL Y. THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND iTS TRANSMITTAL TO A THIRD PARTY, BY ANY MEANS, EXCEPT IN FULL, WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, /$ PROHIBITED. Professional Service Industries, Inc.. 1040-A Shelley Street. Springfield, OR 97477. Phone 541/746-9649. Fax 541/746.7163 KR- l,.,.~ ;ZInjonnation ,.,..,. .To Build On Engineering . Consulting . Testing DAILY FIELD REPORT Date Performed: July 13, 2009 Report Number: 722-80173-215 Client: Springfield School District Project Name: Thurston .Elementary School 525 Mill Street Springfield, OR 97477 Project Location: 7345 Thurston Ro~d' Springfield, Oregon Building Permit No.: COM2008-00437 P.O, No.: P0272-334-0809 Type of Inspection: Soils Observation/Proof Roll Weather: Overcast ~: -- -. .- -. Field Observations and Comments As requested, a representative of PSI was onsite to observe proof rolling of exposed sub grade'for center section of main entrance and southern section of east side road. The proof rolls were conducted using a):tandem axle dump truck weighing approximately 50,000 pounds. Minimal to moderate deflection was observed in all areas proof rolled. PSI recommended aeration of material. Contractor plans on re-proof rolling on Wednesday 7/15/09, weather pending. To the best of our knowledge, the work inspected above was in accordance with the building department approved design , drawinqs, specifications and applicable workmanship provisions of the International Buildinq Codes. Inspector: Devon Hovis .. CCB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649., Respectfully Submitted, K::;i\J~e Industries, Inc. Raymond Aliperti Project Manager c: KPFF - ugo.costa@kpff.com Hyland Construction - markb@jhconst.com Milstead & Associates - angus@milstead.us Mahlum - rberndt@mahlum.com Robertson/Sherwood & Architects - dguadagni@robertsonsherwood.com Springfield School District - jsaracen@sps.lane.edu Yolanda Bird - yolanda.bird@sps.lane.edu City of Springfield THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLIENT ONL Y. THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD . PARTY, BYANY MEANS, EXCEPT IN FULL, WITHOUT THE WRITTEN PERMISSION OF, PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED.. Professional Service Industries, Inc.. 1040-A Shelley Street. Springfield, OR 97477. Phone 5411746.9649. Fax 541n46-7163 ..!. I ,'I" J] l..~ ;ZInformation ",~. .TO Build On Engineering. Consulting . Testing DAILY FIELD REPORT ~ (a-je.- 10 f ;)- Project Location: 722~8017e Thurston Elementary School 7345 Thurston Road Springfield, Oregon Date Performed: July 8, 2009 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: Client: Project Name: Building Permit No.: COM200B-00437 Type of Inspection: Soils Observation P.O. No.: Weather: P0272-334-0809 Parly Cloudy . Field_Observations and Comments As requested, a representative of PSI was onsite to observe proof rolling of parking and drive lane areas west of the new school. Specific locations observed are outlined on the attached site map. The proof roll was conducted using a fully loaded tandem axle dump truck. Little to no defiection was observed in the brown sandy, silt/silty sand subgrade, indicating a relatively stable grade at this time. To the best of our knowledge, the work; inspected above was in accordance with the building department approved design drawings, specifications and:, applicable workmanship provisions of the Internationai Buildinq Codes. inspector: Anthony Deluca CeB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Submitted, R:Sj00~f ~ndustrjes, Inc. Raymlnd Aliperti Project Manager Attachment: Site Plan c: KPFF - ugo.costa@kpff.com Hyland Construction - markb@jhconst.com Milstead & Associates - angus@milstead.us Mahlum. rberndt@mahlum.com Robertson/Sherwood & Architects - dguadagni@robertsonsherwood.com Springfield School District - jsaracen@sps.lane.edu Yolanda Bird - yolandil.bird@sps.lane.edu City of Springfield THIS REPORT IS PROVIDED FOR THE INFORMA TION OF THE CLIENT ONLY. THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD . PART'(. BY ANY MEANS, EXCEPT IN FULL, WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED. Professional Service Industries, In~.. 1040-A S.helley Street. Springfield, OR 97477. Phone 541/746-9649. Fax 541/746-7163 ,'. !l . , 11- -ClASSRO i. (AlTERNAOTEM ADDITION' T-I) . WlE , " ,.- ~.~ , . ' ~h~/ '" .~?~ ~ .=. ..;,un~iil =~" IH <1,:=11-: ~ i( . '.,'".' . , ~.I' :: :- ; ~;A , , =; uo. fr. , ~ /) f t ..I _, -h,'II' . ! :: JI~I-II'!I1-~ .... !, _~ I". FIRE LANE " " " . I' . IlJRlj SURE:. -.1 , f:; ~b'f J; ";1 "'1,t~ .~ ~roR- (c\ \ ,... ~ ~ .. ".,' ""...",,,,,.,,.,,.1f7'i:' ,~ L3'11' tf' "'.;.;." '~::~',,:~:~;!;1tj4i.$;ik~ . '1'5 '1%1 I' ' , ' - ' '."~ . .... T . ~BJl ~ 11 .' ""," ," _ ;.," , " " TH. URSTO.... t.. 1"""'= ,. I,' .. I' . ""') ","" """ MATCHLlNE , , 'i i'. . "'" "'" 1if1...I.... ' ,'.' , , 0 IO'ZO 40 I () D SCALE, 1';.0. .'0 r<--<---pay.f- 1J 0 i . . " 7).J-f{6/73(J,IYJ .1 ~ ~ l,.,. ~;lInfonnation ",~. .To Build On Engineering . Consulting. Testing DAILY FIELD REPORT Date Performed: Client: July 7,2009 Springfield School District 525 Mill Street Springfield, OR 97477 Report Number: Project Name: Project Location: Building Permit No,: COM2008-00437 Type of Inspection: Soils Observation P.O. No.: Weather: ,?\2- p~ 1- tf)- 722-8017E9 Thurston Elementary School 7345 Thurston Road Springfield, Oregon P0272-334-0809 Overcast Field Observations and Comments As requested, a representative of PSI was onsite to observe proof rolling of exposed subgrade for roadway and parking. areas west of the new school.. Specific locations are outlined on the attached .site map. The', proof roll was conducted using a fully loaded tandem axle dump truck weighing approximately 48,000 pound. Little to': no defiection was noted, however rolling was apparent in grades recently opened. PSI recommends compacting the: material with a vibratory roller. All grades observed appear stable at this time. To the best of our knowledge, the work inspected above was in accordance with the building department approved design drawings, specifications and applicable workmanship provisions of the International Buildinq Codes. " Inspector: Anthony Deluca CCB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. sirles, Inc. e 101) \ aymond Artperti Project Manager Attachment: Site Plan c: KPFF - ugo.costa@kpff.com . Hyland Construction - markb@jhconst.com Milstead & Associates - angus@milstead.us Mahlum - rberndt@mahlum.com Robert~on/Sherwood & Architects - dguadagni@robertsonsherwood.com Springfield School District - jsaracen@sps.lane.edu Yolanda Bird - yolanda.bird@sps.lane.edu City of Springfield THI~ .R.EPOR.T IS PROV/pED FOR THE !"fFq~MATJON OF THE qqENT qNL Y. THE REPRODUCTION OF THIS REPORT, BY ANY METHOP, AND./T.S TRA~~MlrrAL TO A THIRD PARTY, BY ANY MEANS, EXCEPT IN FULL, WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. I$PROHIBfTED. . Professional Service Industries, Inc.. 1 Q40-A Shelley Street. Springfield, OR 97477 . Phone 541/746.9649 . Fax 541/746-7163 ( T/- l(,' 0$. . I .-" i'l / . '_~ --'v--~\ l< ".:r-' :, '.. c.. \ ." "1- 'l J "" \Of; , ('I ;~; "r (--';y'''\ '': , ';-....... J\....J~:~ . ~. ~--- ~ ~[j\:: .~.f'~ '~~ - I ~: .:0-DC-Q\o\). FIRE LA~E . :. ~ . ,;.:;.. ,i, f~j& ~ +J- . ..... THURSTON Mt..J: I .;~I: o 1(120 40 eo .~: SCALE: 1....0. - T . I . . 0-porf- 7,,},;;)-80l75-QJj;;