Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Plan, Tentative APPLICANT 3/24/2015 (2)
PLANTING PLAN 2 Scal r -aa -0, rn�clE� cahsn �n��a J�h� S&r�ne-#.vVa, AR 2 q 2015 LEGEND 91 EXISTING TREES TO REMAIN • f,--:.� 7 EXISTING PLANTS TO REMAIN _-"'-�J DEXISTING FIELD TO REMAIN EXISTING LAWN TO REMAIN LAWN RESTORATION - 1Q G NIALRYEGRAS PERENNW.RYEGRASSBf.END NOTES 1. REFINE FINISH GRADE OF LAWN AS DIRECTED BY LANDSCAPE ARCHITECT. IRRIGATION SYSTEM NOTE 1. THE SITE HAS AN EXISTING IRRIGATION SYSTEM TO IRRIGATE ALL LAWN AND PLANT BED AREAS. 2- THE IRRIGATION SYSTEM IS AN AUTOMATIC ELECTRIC SOLENOID CONTROLLED UNDERGROUND SPRINKLER SYSTEM WITH PVC PIPE AND FITTINGS, A BACKFLOW PREVENTION DEVICE, AN AUTOMATIC CONTROLLER ORRITROL, RAINBIRD OR APPROVED), ELECTRIC REMOTE CONTROL VALVES (RAINBIRD PEB SERIES), WITH POP -IJP SPRAY SPRINKLERS (RAINBIRD 1800 SERIES OR APPROVED). ALL VALVES ARE LOCATED IN UNDERGROUND VALVE BOXES (CARSON OR APPROVED). THE AUTOMATIC CONTROLLER IS LOCATED INSIDE THE BUILDING. 3. LAWN AND PLANT BEDS ARE IRRIGATED SEPARATELY. 4. THE EXISTING IRRIGATION SYSTEM WILL BE MODIFIED TO ACCOMMODATE NEW WORK AND ALL DAMAGE DUE TO CONSTRUCTION ACTIVITIES WILL BE REPAIRED SO THAT IRRIGATION SYSTEM IS IN GOOD WORKING ORDER AND IRRIGATES ALL LAWN AND PLANT BED AREAS IMPACTED BY PROPOSED REMODELING. TREE PROTECTION PROTECTIVE FENCING 5` IN. 0 o ©� �d V p FENCE STAKES 6 MAXIMUM BETWEEN STAKES 4` MIN. ORANGE POLY MI (.s _ DRIPLINE SAFETY FENCING. ZONE OF PROTECTION DRIPLINE SEE NOTES BELOW TO DETERMINE AREA NOTES: 1, THE DRIPLINE IS A ROUGHLY CIRCULAR LAND AREA MEASURED BENEATH A TREE. THE APPROXIMATE CENTER OF THE AREA IS THE TRUNK OF THE TREE AND THE RADII ARE EQUAL TO THE HORIZONTAL MEASURES OF THE LONGEST BRANCHES (SDC 6.1-110). 2. NO SOIL GRADE CHANGES OR COMPACTION SHALL TAKE PLACE WITHIN THE DRIPLINE, EXCEPT AS DIRECTED. 3. NO STORAGE OF MATERIAL SHALL BE ALLOWED WITHIN THE DRIPLINE. 4. IF WORK IS DONE WITHIN THE DRIPUNE, CARE SHALL BE TAKEN TO MINIMIZE ROOT. DISTURBANCE. SPECIAL CARE SHALL BE TAKEN DURING EXCAVATION AND REMOVAL OF EXISTING CURB, GUTTER, AND SIDEWALKS TO AVOID DAMAGE TO TREE ROOTS. LOCATE EXISTING TREE ROOTS USING HAND TOOLS OR APPROVED METHODS. 5, PROTECTIVE FENCING WILL BE INSTALLED ON TREES TO REMAIN WITHIN THE IMPACT AREA. 6. NO ROOT OVER 2" SHALL BE CUT WITHOUT APPROVAL OF THE PROJECT LANDSCAPE ARCHITECT. ROOTS SHALL BE CVT WITH APPROVED SAWS. NO ROOTS SHALL BE OUT OR TORN DURING TRENCHING WITH POWER EQUIPMENT. UTILITY LINES SHALL BE INSTALLED BY HAND DIGGING OR TUNNELING UNDER ROOTS, AS NECESSARY, TO AVOID CUTTING ROOTS Y AND LARGER. 41�t-- U 'tt 1 a 1 B 1 Dull Olson Weekes - IBI Group Architects, Inc. 907 SW Stark Street Portland OR 97205 USA to[ 503 226 6950 fax 503 273 9192 www.dowa4*jroup.com www.ibigroup.com z 0 1Q G 0 0 Cla ♦t�a V 0 0 ♦ ;X V Qt y W U) �_ W J W Q 0 Z..— Z Cf iir I` 0 r - rrrr b _ M p� Z■ i (er, 0 G cL LO C/)EON LNC � .i- SCHIRMER SATRE r' 110' a R SATRE E - OREGON k e y p l a n f phase ISite Plan Review date j March 24, 2015 i i revisions I project # ( 14040 r E PLANTING PLAN z i { i L2mOO f, r qq> i a , _�", ew y J o �^ • • DuctlsArchiiec�s, Inc. Group. t� rr r �• Q .. 907 SW Stark St W Portland OR 97205 USA PLAN 1pa 503 226 6950 fax 803 273 9192 � r .s�g� tet SCALE 20' 0 9D`. ° www dowa i 'b' . .tom Wmy mgruop.com. _ i= SCALE: t3 1r 14 � t SHEET NOTES 0r 0 1 ANTICIPATED TO HAVE AN THE NEW BUILDING ADDITION AND ASSOCIATED SIDEWALK INSTALLATION IS AN3 . APPROXIMATE CUT VOLUME OF 203 CUBIC YARDS ANDA RLL VOLUME OF 20 YARD l 2. MT VERNON ELEMENTARY SCHOOL HAS SEEN IDENTIFIED TO BE, IN THE 99—YEAR ZONE CONCENTRA ON cl f GFIELD'S PROCESSED STORM MANAGEMENT SYS K FORM. THE Ct PER SPRINGFIELD'S WELLHEAD PROTEM AREAS MAP AS WELL TY OF SRN S GEIslEPtT TEM SCOPE OF WOR ENCOUNTEREDAT 22.5 : 0 GE H REPORT Sr REPORT) DURING AL BUILDING DILUNC , 3 SITE 501E TYPES ARE 25—CHAPMAN URBAN LAND COMPLEX: GROUNDWATER W ERA FEET (REFER.T OTEC IN ORM WATER OR ORIGIN OP TIONS, a 4. IS D THE 100 FLOODPLAIN. THE SITE OUTSIDE (� YEAR GOD LAIN. cor. - 10111 EX PROPERTY-UNALK.f >_ f • . TO REMAIN l ' MT. VERNON 4 ;- SETBACK C ELEMENTARY. SCHOOL (EX) �. d o. SETBACK 48.3'UJI ,:: �--.� —j ILI 1 1 29.3' r �},x ?! �f - NEW ADDITION TOREMAIN' ADDITION TO REMAIN, TYP. 1 i: i 3 3• t! f �. �� f• o ® SI ADDITION / 5(�REN 1F t1 UnuTY BOAR SIDEWALK WATER LINE EASEMENT 10.0' a 'rwiA. VICINrrY SWAP `°� s octv20rn, "tV. f, r qq> i a , _�", ew y J o �^ • • DuctlsArchiiec�s, Inc. Group. t� rr r �• Q .. 907 SW Stark St W Portland OR 97205 USA PLAN 1pa 503 226 6950 fax 803 273 9192 � r .s�g� tet SCALE 20' 0 9D`. ° www dowa i 'b' . .tom Wmy mgruop.com. _ i= SCALE: t3 1r 14 � t SHEET NOTES 0r 0 1 ANTICIPATED TO HAVE AN THE NEW BUILDING ADDITION AND ASSOCIATED SIDEWALK INSTALLATION IS AN3 . APPROXIMATE CUT VOLUME OF 203 CUBIC YARDS ANDA RLL VOLUME OF 20 YARD l 2. MT VERNON ELEMENTARY SCHOOL HAS SEEN IDENTIFIED TO BE, IN THE 99—YEAR ZONE CONCENTRA ON cl f GFIELD'S PROCESSED STORM MANAGEMENT SYS K FORM. THE Ct PER SPRINGFIELD'S WELLHEAD PROTEM AREAS MAP AS WELL TY OF SRN S GEIslEPtT TEM SCOPE OF WOR ENCOUNTEREDAT 22.5 : 0 GE H REPORT Sr REPORT) DURING AL BUILDING DILUNC , 3 SITE 501E TYPES ARE 25—CHAPMAN URBAN LAND COMPLEX: GROUNDWATER W ERA FEET (REFER.T OTEC IN ORM WATER OR ORIGIN OP TIONS, a 4. IS D THE 100 FLOODPLAIN. THE SITE OUTSIDE (� YEAR GOD LAIN. cor. - 10111 EX PROPERTY-UNALK.f >_ f • . TO REMAIN l ' MT. VERNON 4 ;- SETBACK C ELEMENTARY. SCHOOL (EX) �. d o. SETBACK 48.3'UJI ,:: �--.� —j ILI 1 1 29.3' r �},x ?! �f - NEW ADDITION TOREMAIN' ADDITION TO REMAIN, TYP. 1 i: i 3 3• t! f �. �� f• o ® SI ADDITION / 5(�REN 1F t1 UnuTY BOAR SIDEWALK WATER LINE EASEMENT 10.0' a • ® • VICINrrY SWAP `°� s octv20rn, "tV. NO SCALE PP ly 10 i"III 11 k l" Uj Q\�`��ts,�49� ICE •) -52M 0 CD v� - C14 U) V) 4j xis Y113U E t8 1 a BALZHISER & HUBBARD ENGINEERS INC. M VMr 1.31:21 AVW)t CurrNL M 971M P. WI.6863478 F sslwrssw 1901 SW 5m mNUt nt su1200- orttct 55 • ® • VICINrrY SWAP `°� s octv20rn, "tV. NO SCALE PP ly 10 i"III 11 k l" Q\�`��ts,�49� HORACE -STREET - xis Y113U E t8 1 a w.. al - X 25 i } ( Y+. 0 .. k e y P "RIF _ t Y 1 � phase Construction Drawl, Site Plan Review HYDRANT datel March 24 2095 , , revisions _ .. c L Sum Ino 1 1, \A 1 y f -c cto'D "Ommw Date Recti"vest project # 94040 REFERENCE FIRE E a v vlclr lsv MAP MAR 2DRA G SITE ASSESSMENT .4 THIS DFIAVANG IS FOR RE-ERENCE O'N Y g AND IS NOT FOR ONST`RUCITON w. O ! i 6 t � 03-24-'15 c 0 CID [lull Olson Weekes - IBI Group Architects; Inc. �a 907 SW $tatk Steet PorUand OR 97205 USA 1111 / j \ , PLAN SCALE tel 503. 6950 bx 503 -73 9192 to ` 0 20 +10 www.dowa-ibigroup.com wwwJbigroup.cam - / �• SCALE:1 z r ti {7pq��ap�$�tg 9p�y�+�fi�� y��t��Mi�p p��w•�e'�q, .. F a / • - S Chir Y NOTE'Aa9 0 , " ♦j UM OF 203 CUBIC YARDS AND A FILL VOLUME OF 203 CUBIC YARDS 1 THE NEWT BUII�CUT VOLUMING AND ASSOCIATED SIDEWALK INSTALLATION IS ANTICIPATED TO HAVE AN man=f 14 11 CONSTRUCTION NOTES - 1. GRADE BLEND AREA, TRANSITION GRADES BETWEEN NEW AND EXISTING, REFER" TO LANDSCAPING PLANS FOR NEW LANDSCAPING FINISHES_AND DETAILS, f Z SAWCUT, REMOVE AND DISPOSE OFFSITE ALL EXISTING PCC SIDEWALK LOCATED AN NEW PCC PAVEMENT AR P AND CT ALL EXIS AND PA TO . f AREAS. RESERVE PROLE ITNG STRUCTURES PAVEMENTS REMAIN a j � I ttt I MT- VERNON 0 PAVEMENTLEGEND ELEMENTARY SCMCOL (EX) i Y TW ME ti°., `) NON -VEHICULAR CONCRETE PAVEMENT SECTION �ti _ 4 DEPTH 3,000 PSI PCC PAVEMENT OVER a Uj 4" M DEPTH APPRSUBGRADECRU5HE0 ROCK BASE OVER LU SO — — — SC — --- PAVEMENT REMOVAL SAWCUT LINE „ + % I i 1 'g% `-< { At _ — _ _ _ CONTRACTION MNT (FORMED OR SAWCUT) 11, .-BULDINGti l.--'_ ADDITION !� I i i ! 1 1• R124O' f _ I S 1 j 1 i s TYP } ate, z , x X9.98 i tf FSF1000 Q J ti(� ff 4 f )3 BOARD fn t� W,ME i : I II' !' ? t t {s� ,`ii� WATERLINE EASEMENT M 99.84 cL Lo t 9 $ i t't`•� it / � x s LV ♦ �E `� � 't f IFI R E � �< 99. r; �` tt3 Cl) •o-•: T—::=r) ZZVAA (0 i iL T j I. i GRADING LEGEND D . r 17ilTOVEN l I � � SYMBOL () DESCRIPTION ABBR. DESCRIPTION , PROPOSED SPOT ELEVATION � F'FE F1NiSHED FLOOR ELEVATION I EMSTING SPOT ELEVATION ME MATCH EXISTING ELEVATION `r • " i --- —GB - -- E GRADE BREAK LINE j TC TOP OF CURB ELEVATION DRAINAGE PATTERN ; TW TOP OF WALK ELEVATION � 11 1011W 14G/Ill� o �.:� LU TP TOP OF PAVEMENT RIM RIM OF UTILITY - FS FINISHED SURFACE I U 1 ! WATERLINE EASEMENT o I I r. r\ A n r- f -n _T, r--% r- r- T j P:541 -6f/19473 F. S4bN5-Ai0} tall MSTRAVINUE $111 -EI=- OFFICE m PO&TW40101t4?1D4 P: SDD961•ti44P " spa P�`��l EXPIi�S 12131!# k e y p l a n phase Constructon Drawl E Site Plan Review' �t�'✓1 date March 24, 2015 R1 i revisions REFERENCE project # 14040 Date R.ccoived, DRAWING GRADING AND PAVING THIS DRAWING IS FOR RE?FSRENCE ONLY PLAN MAR2 . NOTF TFOR. CONSTRUCTION 03.24-15 a SHEET NOTES c41\ ARCHITECTURAL DRAWL FOR CONTINUATION OFA M DRAINS a 1. REFER TO PLUMBING AND CHITECTU NGS ALL STORM AT f BUILDING. i f K g Y p I a n In EX STORM MT. VE R N O i� TO REMAIN i 014)I ELEMENTARY SCHOOL (EX) i Site, Plan Review U /��< V 1t `�VL'ti""'V date March 24, 2015 Dull Olson Weekes - IBI Group r#:YiStOnS j Architects, Inc. PLAN�e �e�fv q IP" LAN ALE 907 SW Stark Street Porpand OR 97205 USA --- .36 0 20' 40` REFERENCE tel 503 226 6950 fax 503 273 9'192 www.dowa4blgroup.com wwwJbigroup.00m SCALE: 1"- 20' i • DRAW I4G STORM MGMT. MAR 2 4 2015RP.FERMCEONLY SHEET NOTES c41\ ARCHITECTURAL DRAWL FOR CONTINUATION OFA M DRAINS a 1. REFER TO PLUMBING AND CHITECTU NGS ALL STORM AT f BUILDING. i f DS = ! i ? ! I SLOPE A�yD RECONNECT l" ! / TO EX DRAINS N 285.90, E 700.49 1 a L J !� N 279.78 E 646,16 �✓ INSTALL GO #1 COA3 { F OF CONNECT' TO EX RIM= 99.92• 6" STUB OUT 4"FL= 97.98' CONST 4"SD 65.2 LF S= 0,003 FT/FT N 251.66 E 666.42 INSTALL CO #2 i RIM= 99.84' 6"FL= 97.78' CONST 6"SD 28:5 LF S= 0.003 FT/FT MIN. HORACE STREET- CAST !$513 M.VEBOX.�OP SECTION AND COVER SLIP TYPEgT TOP A NTH TOP FLANGE, NEAVY'DUTY FINISHED GRADE IN PAVEMENT AREAS. COVER MARKED PER SPECIFICATIONS FINISHED GR;VE ,l•,/'. '.- f/J '` 'SEES, �i� , i" r �f . \: `, • . , ,�� ti r � � .NOTE 3 �; IN_fHK 1 ROCK BACKFILL UNDER LENGTH AS RECO VALVE BOXIN SEE NOTE 2 I LANDSCAPED AIREAS 4 ` PLUG E EXTENSION MECHANICAL PLUG Z' (AT PIPE END ONLY) 1 COW } EXTKNSION AS REOfl - — _ SEE PLAN FOR PIPE z� LOCATION, DIA AND a SLOhE 0TAL AND TO MAIN - SIZES PER VERTICAL LOCATION PLAN AS SHOWN ON PLANS NOTES 9. TRACER TITRE SHALL ENTER STRUCTURE , WITH RISER PIPE. PROVIDE ENOUGH FREE DIRE TO EXTEND 24 ABOVE FINISHED GRADE TO FACILITATE TESTING. VERIFY FREE END OF WIRE IS WITHIN EASY REACH OF OPENING 14 TOP SECTION. Z RISER PIPE SIZE 4", 6" , AND & DIA MAIN -- 4 DIA RISER PIPE 10" DIA AND LARGER MAIN - 6" DIA RISER PIPE 3. ADJUST END OF RISER PIPE TO MAINTAIN 3' MIN AND 6" MAX CLEARANCE BETWEEN ENO $ PIPE AND BOTTOM OF VALVE BOX LID. ,� NO SCALE 1a $W$WAVfNW SMITE ))M _ 0MCE S5 PORTUND.O&9"rM t30-%3-8340 MR24 9 EXPIRE$12131/16 1 K g Y p I a n EX STORM MT. VE R N O i� TO REMAIN i phase Construction Drawin ELEMENTARY SCHOOL (EX) i Site, Plan Review U /��< V 1t `�VL'ti""'V date March 24, 2015 r#:YiStOnS i --- EXISTING FOOTING DRAIN TRESERVEi. AITRO REFERENCE 14040 i • DRAW I4G STORM MGMT. MAR 2 4 2015RP.FERMCEONLY THIS DRAWING IS FOR AND IS N 351.97 E 737.92 PLAN j N35&_.18 E 725.79 LOCATE AND MAINTAIN £X CAP EX ROOF DRAIN AT j CONNECTION V4TH 6" "STORM CD i STORM DRAIN LINE, NEW - GUTTERS CONNECT TO EX. BRAIN a CD I / DSLU i% REMOVE EX FOOTING DRAIN � ; � � t i , '' ' ^",: THROUGH EXTENTS OF N I %P EXISTING FOOTING DRAIN ADDITION t i RESERVEAND PROTECT 1 N287.14, E699.16 INSTALL ' " t i i ; (1}.4" ROOF DRAIN (SD) ( £ a i I �r*� OS /\ 4°FL- 97.99' CONST 4"SD 1.5 LF S= 0.00 99 FT/FT l t � t t l E Y i 0 s ' t:e MIN � € ' a J{ry'tssft r ami 'b P i3S ! J= 2j ° f T N277.40,Efi47.59 TO REMAIN 1 ' } i P , ( LOCATE AND MAINTAIN EX '(# I I , j r ; ;CL # I CONST 4" PERF 969 LF MATCH EX FOOTING =4 -- .,_. STORM DRAIN UNE. NEW ; ! I I ! i 1 GUTTER CONNECTS TO £X ; I 1 � t ! I P i ' DRAIN IN GRADE AND N DS = ! i ? ! I SLOPE A�yD RECONNECT l" ! / TO EX DRAINS N 285.90, E 700.49 1 a L J !� N 279.78 E 646,16 �✓ INSTALL GO #1 COA3 { F OF CONNECT' TO EX RIM= 99.92• 6" STUB OUT 4"FL= 97.98' CONST 4"SD 65.2 LF S= 0,003 FT/FT N 251.66 E 666.42 INSTALL CO #2 i RIM= 99.84' 6"FL= 97.78' CONST 6"SD 28:5 LF S= 0.003 FT/FT MIN. HORACE STREET- CAST !$513 M.VEBOX.�OP SECTION AND COVER SLIP TYPEgT TOP A NTH TOP FLANGE, NEAVY'DUTY FINISHED GRADE IN PAVEMENT AREAS. COVER MARKED PER SPECIFICATIONS FINISHED GR;VE ,l•,/'. '.- f/J '` 'SEES, �i� , i" r �f . \: `, • . , ,�� ti r � � .NOTE 3 �; IN_fHK 1 ROCK BACKFILL UNDER LENGTH AS RECO VALVE BOXIN SEE NOTE 2 I LANDSCAPED AIREAS 4 ` PLUG E EXTENSION MECHANICAL PLUG Z' (AT PIPE END ONLY) 1 COW } EXTKNSION AS REOfl - — _ SEE PLAN FOR PIPE z� LOCATION, DIA AND a SLOhE 0TAL AND TO MAIN - SIZES PER VERTICAL LOCATION PLAN AS SHOWN ON PLANS NOTES 9. TRACER TITRE SHALL ENTER STRUCTURE , WITH RISER PIPE. PROVIDE ENOUGH FREE DIRE TO EXTEND 24 ABOVE FINISHED GRADE TO FACILITATE TESTING. VERIFY FREE END OF WIRE IS WITHIN EASY REACH OF OPENING 14 TOP SECTION. Z RISER PIPE SIZE 4", 6" , AND & DIA MAIN -- 4 DIA RISER PIPE 10" DIA AND LARGER MAIN - 6" DIA RISER PIPE 3. ADJUST END OF RISER PIPE TO MAINTAIN 3' MIN AND 6" MAX CLEARANCE BETWEEN ENO $ PIPE AND BOTTOM OF VALVE BOX LID. ,� NO SCALE 1a $W$WAVfNW SMITE ))M _ 0MCE S5 PORTUND.O&9"rM t30-%3-8340 MR24 9 EXPIRE$12131/16 1 K g Y p I a n phase Construction Drawin Site, Plan Review U /��< V 1t `�VL'ti""'V date March 24, 2015 r#:YiStOnS Date Received:project# REFERENCE 14040 DRAW I4G STORM MGMT. MAR 2 4 2015RP.FERMCEONLY THIS DRAWING IS FOR AND IS PLAN NOT FOR CONSTRTJCTTON 03-24-15 com OriginalSubmittal-w- EXISTING BIKE PARKING EXISTING SPACES (NON -COVERED: 44 NUMBER OF STUDENTS (2015): 540 8 + - ------ ------ --- -- ---- Architects, Inc. 0000000! n. 0 0000000 EXISTING BUILDING TO REMAIN - - ------ io 10000000 TRASH (61,607 S.F.) ENCLOSURE I F e 00000001 ROOF 0 0000000i 0 -*-0 (E) CLASSROOM CLUSTER 3 EXISTING BIKE PARKING EXISTING SPACES (NON -COVERED: 44 NUMBER OF STUDENTS (2015): 540 8 + L J / 0 Ill- 5/8" GYP. BD., BOTH SIDES 5/8" TYPE X GYP. BD. ;1--1/2" PLYWOOD —(E) 1/2" PLYWOOD 16" O/C (E) 5/8" GYP. BD. EXTEND ENTIRE ASSEMBLY TO UNDERSIDE EXTEND ENTIRE ASSEMBLY TO UNDERSIDE OF ROOF DECK — UNLESS OTHERWISE NOTED OF ROOF DECK — UNLESS OTHERWISE NOTED Al A2 NOTE: PER AGREEMENT WITH SPRINGFIELD PLANNING DEPARTMENT AT DEVELOPMENT ISSUES MEETING ON MARCH 3, 2015 NO ADDITIONAL CAR OR BIKE PARKING IS REQUIRED AS A RESULT OF THE (2) CLASSROOM ADDITION PROJECT. (E) CLUSTER 2 (9,762 S.F.) Dull Olson Weekes - IBI Group Architects, Inc. 907 SW Stark Street Portland OR 97206 USA tel 503 226 6950 fax 503 273 9192 EXISTING BUILDING TO REMAIN 0 TRASH (61,607 S.F.) ENCLOSURE I F e ROOF (E)2-HOURAREA SEPARATION 0 -*-0 (E) CLASSROOM CLUSTER 3 C=I EXISTING PARKING 0 0 EXISTING SPACES: 93 CLASSROOMS 0-41-0 EXISTING 20 NEW 2 TOTAL 22 ASSEMBLY AREA _j 0 (CAFE/SERVICEIGYM) TOTAL 11,800SF .j 0 0 3VSIDEYARDSETBACK REQUIRED PER 2015 SPRINGFIELD DEVELOPMENT CODE Or T-7`\ cqk L J / 0 Ill- 5/8" GYP. BD., BOTH SIDES 5/8" TYPE X GYP. BD. ;1--1/2" PLYWOOD —(E) 1/2" PLYWOOD 16" O/C (E) 5/8" GYP. BD. EXTEND ENTIRE ASSEMBLY TO UNDERSIDE EXTEND ENTIRE ASSEMBLY TO UNDERSIDE OF ROOF DECK — UNLESS OTHERWISE NOTED OF ROOF DECK — UNLESS OTHERWISE NOTED Al A2 NOTE: PER AGREEMENT WITH SPRINGFIELD PLANNING DEPARTMENT AT DEVELOPMENT ISSUES MEETING ON MARCH 3, 2015 NO ADDITIONAL CAR OR BIKE PARKING IS REQUIRED AS A RESULT OF THE (2) CLASSROOM ADDITION PROJECT. (E) CLUSTER 2 (9,762 S.F.) _t6_ DOW ff% Joyly� s�,rac�v�o SP5 M01AA) C(j�w� 7N # ' " 11- (E) CLUSTER 1 44 10 _ ( ) 4 (9,762 S.F.) FUTURE ADDITION Date Received, (1,823 S.F.) MAR 2- 41 2015 SITE PLAN %0 r 0 SCALE:1*=30'-0" r___ Il 11B11 Dull Olson Weekes - IBI Group Architects, Inc. 907 SW Stark Street Portland OR 97206 USA tel 503 226 6950 fax 503 273 9192 EXISTING BUILDING TO REMAIN 0 (61,607 S.F.) (E)2-HOURAREA SEPARATION (E) CLASSROOM CLUSTER 3 AREA (5,211 S.F.) 0 0 40' NEW ADDITION (2,728 S.F.) _j 40 (E) 6-0- HIGH CHAIN LINK FENCE .j 0 0 3VSIDEYARDSETBACK REQUIRED PER 2015 SPRINGFIELD DEVELOPMENT CODE PROJECT LIMITS 0 Z NEW 6' SIDEWALK _t6_ DOW ff% Joyly� s�,rac�v�o SP5 M01AA) C(j�w� 7N # ' " 11- (E) CLUSTER 1 44 10 _ ( ) 4 (9,762 S.F.) FUTURE ADDITION Date Received, (1,823 S.F.) MAR 2- 41 2015 SITE PLAN %0 r 0 SCALE:1*=30'-0" r___ Il 11B11 Dull Olson Weekes - IBI Group Architects, Inc. 907 SW Stark Street Portland OR 97206 USA tel 503 226 6950 fax 503 273 9192 Z 0 0 0 _j .j 0 0 0 Z WC/) C) W .j Uj 0 Z _C= 0 Z U) Uj > CY) cv. CV3) W CD 0 z 0 tm CLtri CQ to Cf) 4-i phase Site Plan Review date March 24, 2015 revisions project # O 14040 SITE PLAN Al m0l L CLASSROOM CLASSROOM E6168 E6-16-1-1 �4q _0 3 0 A3 N CLASSROOM CLASSROOM E-5107 F13102 (E) DRAIN PIPE (E) DRAIN PIPE H, (N) DRAIN PIPE I JOSA III COMMONS r2 6170A202DEMO PLAN Z2 CLASSROOM CLASSROOM CL 2A 11 1A I A3.10 Fam 3A 8103 2D A5.01 2B 11) A5A1 1B INS 3D (N) 4- FNDN. DRAIN PIPE 18 2C 4(�> WS 1C 3C WB WB ------1----- i I 1 i I i A3.10 # — (E) DRAIN PIPE I CANOP" ABOVE (SEESTA2.2D) LINE OF FUTURE ADDITION HFF t__------------------------------------------- I Qt (E) METAL PANEL SYSTEM/ FURRINGIO K G E BLDG. PAPER 140 ENLARGED FLOOR PLAN SC,41 E: I fir = T-0' 40 \AATN, (E) ROOF CANOPY Date- f-Rocceived, (E) METAL PANEL SYSTEM/FURRING/ BLDG. PAPER (E) DRAIN PIPE �A MAR 2 4 2015 DEMOLITION PLAN Ari SCALE: i/Ir = T - 0* r LOMMM Dull Olson Weekes - IBI Group Architects, Inc. 907SW Stark SUM Portland OR 97205 W 503 226 69W fax 50 273 =92 www.dowa-lbigroup.cocn www.ft�roup.com Z DEMOLISH EXISTING ITEMS AND ASSOCIATED 0 COMPONENTS arr0 SALVAGE EXISTING COMPONENTS LISTED TO OWNER OEXIST. FLOORING TO REMAIN DEMO EXIST. FLOOR FINISH - SEE NOTES (E) ROOF CANOPY Date- f-Rocceived, (E) METAL PANEL SYSTEM/FURRING/ BLDG. PAPER (E) DRAIN PIPE �A MAR 2 4 2015 DEMOLITION PLAN Ari SCALE: i/Ir = T - 0* r LOMMM Dull Olson Weekes - IBI Group Architects, Inc. 907SW Stark SUM Portland OR 97205 W 503 226 69W fax 50 273 =92 www.dowa-lbigroup.cocn www.ft�roup.com Z 0 arr0 0 .j L) .j 0 0 m 0 0 Z LLJ Cf) Uj .j 0 W 0 z 0 z Uj >Ch Cf) Z iz 0 (D UC-4 ) U-5 4j k a y P I a n I phase I Site Plan Review I date March 24, 2015 1 revisions I I project# 114040 ENLARGED FLOOR PLAN A2mO2 124-6" VERIFY PRE -FINISH META 111'-3' J* ,IF,, IW -W ------ ---- 0 NEW ADDITION EXISTING BUILDING EXT , ERIOR ELEVATION - EAST SCALE: I/ir = T - (r PRE -FINISHED S.M. DOWNSPOUT T.S. DOWNSPOUT (PAINT) 0 r-Ju"" M. Uult"IrfiV NEWADDaION EXTERIOR ELEVATION -NEST SCALE: 1/8* =1' - W Date Reccoived'. 1Z^ 1 C:rNI%Jr% MLIZ VH I 11%J11 — OVU 1 rl f A ---I SCALE: 11'r =1'-0' �, Dull Olson Weekes; - 1131 Group Architects, Inc. 907 SW Stark Streat Portland OR 9720.5 USA tel 503 226 6950 fax 503 273 9192 www.dowa4bigmup.com www.Ibigmup.=n z 0 0 0 U) .j 0 0 z W Cf) 2 0 W -1 0 W 0 z 0 z W > Nr 8; - ce) 0 Z (D 0 QL L0 C0 k 9 y p I a n phase I Site Plan Review date I March 24, 2015 revisions I project #1 14040 EXTERIOR ELEVATIONS OVERALL