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Home My WebLink AboutPlan, Tentative APPLICANT 3/24/2015 (2)'54'25' 'A N'q _V 70 77\,J EXP ✓7- -lit ADDIIRO�M ADDITION r FT SIDEWALK TO, REMAIN. Typ-, 77U��/77 / �/ �� f%t�/ .%�`f/_r • { .............. VICINrrY MAP NO SCALE C/) z J! W 10 0) (D ce) SEA Ica LU > cL it U) 04 U') CO Dull Olson Weekes - IBI Group Architects, Inc. PLAN SCALE 907 SW Stark Street Portland OR 97M5 USA tat W3 226 6950 fax 503 773 9192 0 20' 40' www.dowa-ibigroup.com www.Ugmup.com COO SCALE: 1"= 20' SHEET NOTES arm= 1. THE NEW BUILDING ADDITION AND ASSOCIATED SIDEWALK INSTALLATION IS ANTICIPATED TO HAVE AN Noun APPROXIMATECUT VOLUME OF 203 CUBIC YARDS AND A FILL VOLUME OF 203 CUBIC YARDS. 2. RIVERBEND ELEMENTARY SCHOOL HAS BEEN IDENTIFIED TO BE IN 99—YEAR ZONE CONCENTRATION PER THE. CITY OF SPRINGFIELD'S WELLHEAD PROTECTION AREAS MAP AS WELL AS THE CITY OF SPRINGFIELD'S PROCESSED STORM MANAGEMENT SYSTEM SCOPE OF WORK'FORM. 3. SITE SOIL TYPES ARE #9—SALEM URBAN LAND COMPLEX/#101 —OXLEY URBAN LAND COMPLEX. GROUNDWATER WAS ENCOUNTERED AT 7.67 FEET '(REFER TO GEOTECH REPORT IN STORM WATER REPORT) DURING ORIGINAL BUILDING DRILLING OPERATIONS. AND ACCESS 4. THE SITE IS OUTSIDE THE 100 YEAR FLOODPLAIN. IT U) co 'IT j @ 0 z LLI 0 Uj .............. VICINrrY MAP NO SCALE 1-1- 1tCi 33 W ay.N0� 0 $L 11-104 P 4 EVM VJ3VS5 YDRANTA k e y P l a n ��cA phase Construction Drawin ?m iiig rzn Site Plan Review A IYDRANT VICINITY MAP 1*.IW date I March 24, 2015 (k 75l revisionsi , C otvor REFERENCE project # 14040 DRAWING SITE ASSESSMENT DRAWNG IS FOA MARREFERONLY '2 4 2015 THISAND IS NOT FOR CONSTRUC171ON A 03-24-15 ()rIgInal Subn' C0,0 C/) z W 10 0) (D ce) LU > cL it U) 04 U') CO 1-1- 1tCi 33 W ay.N0� 0 $L 11-104 P 4 EVM VJ3VS5 YDRANTA k e y P l a n ��cA phase Construction Drawin ?m iiig rzn Site Plan Review A IYDRANT VICINITY MAP 1*.IW date I March 24, 2015 (k 75l revisionsi , C otvor REFERENCE project # 14040 DRAWING SITE ASSESSMENT DRAWNG IS FOA MARREFERONLY '2 4 2015 THISAND IS NOT FOR CONSTRUC171ON A 03-24-15 ()rIgInal Subn' C0,0 515 111 N 89 5425'" W, 763.0c? _ r -t Dull Olson Weekes -IBI Group Architects, Inc. f� 777. gJ. i �Street Portland OR 97205 USA ? 7 _ a , SCALE 7503 26 6950 fax 503 273 9192 alt Q zQi � Wd0-�13o O 6goup tXR It 99 SCALE: V= 20' SHEET . tstFLOOR o�9 NOTES�saw= $ .81FF�100.0' �-'''' THE NEW BUILDING ADDITION AND ASSOCIATED SIDEWALK INSTALLATIOA! !S ANTICIPATED TO HAVE AN ib i APPROXIMATE CUT VOLUME OF 203 CUBIC YARDS AND A FILL VOLUME OF 203 CUBIC YARDS. <. I I .4 io ING _ _ I 80 99.98. 99.80 i IWC TW/ME . T1AM11ON 99:98 TWfMEI ; E I CONSTRUCTION NOTES 1. GRADE BLEND AREA, TRANSITION GRADES BETWEEN NEW AND, EXISTING. REFER TO LANDSCAPING PLANS j FOR NEW LANDSCAPING FINISHES AND DETAILS. 2- SAWCUT, REMOVE AND, DISPOSE OFFSITE ALL EXISTING PCC SIDEWALK LOCATED IN NEW PCC PAVEMENT _ ? AREAS PRESERVE AND PROTECT ALL EXISTING STRUCTURES AND PAVEMENTS TO REMAIN. t RIVERBEND` .� t ELEMENTARY SCHOOL (EX) x 3,% PAVEMEii T LEGEND NON -VEHICULAR CONCRETE PAVEMENT SECTION � li I s 4 DEPTH 3,000 PSI PCG PAVEMENT OVER l ! 4" MIN DEPTH -Y;-O CRUSHED ROCK BASE OVER - -- I _ - __ _._.. APPROVED SUBGRADE ! — -SC - - - SC- -- PAVEMENT REMOVAL SAWCUT UNE �. _— • ACS-' ?.- _ _ " " - - - - CONTRACTION JO(iVt (FORMED OR SAWCUT) LU 0 CF)- LU r S k #o i1 } ,...-,.� [ CRD i �i } / , - , o I , ; Apr. t� 0 - I CaRACIN{'a LEGEND'BALZHISER SYMBOL. DESCRIPTION ABBR. DESCRIPTION HUBBARD PROPOSED SPOT ELEVATION ! FFE FINISHED FLOOR ELEVATION ENGINEERS INC- ` ' M EXISTING SPOT ELEVATION ME MATCH EXISTING ELEVATION aawEST 3mAY6gf ,��' EUGENE,09414M. P: 5416"418 --» --G$ — --- P 341.3*- 3o3 - GRADE BREAK LINE � TC TOP Of CURB ELEVATION s�ct[6w 3rn nKEhNUE SUM 11co-06nGb33 PORTUND. CA M04 DRAINAGE PATTERN TW TOP OF WALK ELEVATION P: 533-Wb44o E TP TOP OF PAVEMENT- ry1� ftl°1Pf U I L 4.3 b i RIM RIM OF UTILITY 43,824 AMM amam RM ` I r. •;f r tFS FINISHED SURFACE { EXPIRES VISV* k e V p l a n phase Constrtfation Drawi "' Site Plan Review datel March 24 2015 Ck revisions . REFERENCE project # 14040 Date, Re ceived DRAWING THS DRAWING ISrOR GRADING ANIS PAVING REFERENCE ONLY NOT FOR PLAN MAR 2 4 2015 CONSTRUCTION 03-2415 C002Y original "Lit- _ w. ® -- 36 SD CU 36"SD TYP OF 1 N 908.89.E 667442 (2) CO 03 INSTALL_ CO #1 . RIM= 99.92 4'FL= 97.14' CONST 4" p fZF 60 LF—CONST 4"SD 48.8 LF_ - -- —y ° MATCH EX FOOTING S= 0.003 FT/FT DRAIN IN GRADE AND SLOPE AND RECONNECT N 908.89. E 734.68 tO EX DRAINS IN5TALL GO 2 �• RIM= 99.84' r =I _ moi _ _ �s CONST 6'SD 27,5 LF .. i S 0.003 FT/FT MIN. - � � I To. REMAIN INSTALL L�.L39 f'E s/871:ai (1) 4ROOF DRAIN (SD), MY � - ; EXISTING FOOTING DRAIN "� °` N 880.90 E 734.68 # PRESERVE D CONST 4"SD 3.5 LF t CONNECTTOEX 6" _. ' S= 0.0100 FT/FT MIN. STORM D NE. i RAIN Lt " t N 876.89.E 619:46 t ' LOCATE AND' MAINTAIN EX STORM DRAIN LINE. NEW! 68 REMOVE EX FOOTING DRAIN I ATTER TO CONNECT TO `° 1 \TNO AND MAiNTA1N EX THROUGH. EXTENTS OF NEW i ADDITION STORM DRAIN UNE. NEW GUTTER TO CONNECT TO �. EX DS, EXISTING FOOTING DRAIN00 k r- r" ---i -- # � i TO REMAIN ! RIVERBEND ELEMENTARY SCHOOL (EX) 0 ROCK BACKFILL UNDER RI LENGTH AS RE6�k VALVE BOX N SEE NOTE 2 LANDSCAPED AREAS 45* 0M PLUG P EXTENSION MECHANICAL PLUG a "^ (AT PIPE END ONLY) UTILITY MAIN PIPE _ rXTENSION AS REOD --_ _ SEE PLAN FOR PIPE. LOCATION, DIA AND ,OPE T TO MAIN - St ZES PER VERTICAL LOCATION AS SHOWN ON PLAN PLANS NOTES1. TRAM WIRE, SHALL ENTER STRUCTURE WITH RISER PLPE PROVIDE ENOUGH FREE WIRE TO EXTEND 24` ABOVE FINISHED GRADE TO FACILITATE TESTING, VERIFY FREE END OF MIRE IS WITHIN EASY REACH OF OPENING IN TOP SECTION. -2. RISER PIPE SIZE- 4", 6", AND 8"- DIA MAIN - 4" DIA RISER PIPE - 10" DIA AND LARGER MAIN - S' DIA RISER PIPE 3. ADJUST END OF RISER PIPE TO MAINTAIN 3" MIN AND 6" MAX CLEARANCE BETWEEN END PIPE AND BOTTOM OF VALVE BOX LID. STANDARD CLEANOUT CO Qb� - NO SCALE O i Dull Olson Weekes - IBL_ Group Architects, Inc. i 907 SW Stark Street PDrOwd OR 970USA PLAN SCALE tet 503 226 6950 fax 5D3 273 9192 j 0 20' 40' www.dowa4bigroup.mrn Vmw. bigroup.com j SCALE: 1"= 20' SHEET NOTES i -1. REFER TO PLUMBING AND ARCHITECTURAL DRAWINGS FOR CONTINUATION OF ALL STORM DRAINS AT BUILDING. # der I ! s I i i I f , ! Cf) I d , UJ t " 2CL �1. Uj tsz ca ) j 1001 sw n H AVENUE nmP IM-O.=aa u POATLLUD.OR97204 P: 503'7nY-b1i0 013624 9 EVM t2/3Vf �k e t a:n I Y P r phase Construction Drawin jt VA e--uj CI - Site Pian Review datel March 24, 2095 j ram/1 l revisions "FERENCE project # 14040 IDRAWJ[NG Dat- v z THIS DRAWING IS FOR R REN � ONLY AND STORM MGMT`. NOT FOR CONSTRUCTION PLAN MAR 2 it, 201503-24-15 Ad%6 Aga,3 cumv °s.:}sy�fQ �"';;per}g ¢ Submittal—co—\— PLANTING PLAN, 1 ° 20'- 0^ 1ab LEGEND x'•" Y. <-�� PERENNIAL RYEGRASS BLEND 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 (IRRITROL, RAINBIRD OR APPROVEOj ELECTRIC REMOTE CONTROL VALVES (RAINSIRD PEB SERIES), WITH POP-UP 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, PLANT LIST Q Botanical Name -7---mon Name Size SHRUBS 2 Hamamelis mollis Chinese Witch Hazel 15 gat. GROUNDCOVER 54 Rubus pmtalobus JBramble TREE PROTECTION v 6' METAL T-�V.d�9�� FENCE STAKES PROTECTIVE FENCING 5' W: • 8' MAXIMUM rte{ I EXISTING TREES TO REMAIN Ab p^ 7 EXISTING PLANTS TO REMAIN (- EXISTING FIELD TO REMAIN EXISTING LAWN TO REMAIN { ��t '" NEW SHRUBS AND GROUNDCOVER NOTES E DRIPLINE IS A ROUGHLY CIRCULAR LAND AREA MEASURED BENEATH A t. TO THAPPROXIMATE ORIZO TAL MEASURES OOF THE F THTHE ONGESTT BRANCHES (UNK OF THE SDC 6.1 AND � �E E EQUAL LAWN RESTORATION - x'•" Y. <-�� PERENNIAL RYEGRASS BLEND 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 (IRRITROL, RAINBIRD OR APPROVEOj ELECTRIC REMOTE CONTROL VALVES (RAINSIRD PEB SERIES), WITH POP-UP 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, PLANT LIST Q Botanical Name -7---mon Name Size SHRUBS 2 Hamamelis mollis Chinese Witch Hazel 15 gat. GROUNDCOVER 54 Rubus pmtalobus JBramble TREE PROTECTION v 6' METAL T-�V.d�9�� FENCE STAKES PROTECTIVE FENCING 5' W: • 8' MAXIMUM rte{ I r BETWEEN STAKES / 4' MIN. % I F t ORANGE POLY SAFETY FENCING. MI I DRIPLINE 1;1 ZONE OF PROTECTION DRIPLINE (# t`) SEE NOTES BELOW TO I ZeVj1�nVj # (t tuI DETERMINE AREA { ��t '" # ` NOTES E DRIPLINE IS A ROUGHLY CIRCULAR LAND AREA MEASURED BENEATH A t. TO THAPPROXIMATE ORIZO TAL MEASURES OOF THE F THTHE ONGESTT BRANCHES (UNK OF THE SDC 6.1 AND � �E E EQUAL 2. NO SOIL GRADE CHANGES OR COMPACTION SHALL TAKE PLACE WITHIN THE DRIPLINE, EXCEPT AS DIRECTED. 3. NO STORAGE OF MATERIA SHALL BE ALLOWED WITHIN THE DRIPLINE. 4. IF WORK IS DONE WITHIN THE DRIPLINE, CARE SHALL BE TAKEN TO MINIMIZE ROOT li t DISTURBANCE. SPECIAL CARE SHALL BE TAKEN DURING EXCAVATION AND REMOVAL OF EXISTING CURB, GUTTER. AND SIDEWALKS TO AVOID DAMAGE TO TREE ROOTS. LOCATE EX:NNG TREE ROOTS USING HAND TOOLS OR APPROVEDMETHODS. S. PROTECTIVE FENCING WILL BE INSTALLED ON TREES TO REMAIN WITHIN THE IMPACT AREA, ppp�www � ,�y a e °a €„�qi � i d ° 6. ROOT OVER 2* ITHOUT APPROVAL OF THE PROJECT SCAPE CUT TrWITH a 9 ARCHITECT, ROOTS SHANO LL BE CUE APPROVE SAWS. NO ROOTS SHALLBECUT 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 2' AND LARGER. . 4 Original Submittal-4im— Elm Dull Olson Weekes - IBI Group Architects, Inc. 907 SW Stark Street Portland OR 97205 USA tel 503 226 6950 fax 503 273 9192 www.dowa-t'bigroup.com www.ioigroup.com SCH`IRMER SO Mhovia `�' 5TE jai R16 p td SAI RE OREGON 44P,,x k e y p l a n I phase 1 Site Plan Review I date March 24, 2015 revisions i project # � 14040 PLANTING PLAN L2v00 c>— (E) METAL PANEL SYSTEM I FURRING / BLDG.PAPER CARD READER S LIGHT (E) ROOF CANOPY X X (E) CMU & METAL PANEL SYSTEM (E) WALLFM. X (E) DRAIN PIPE TO FACE OF SHEATHING S- �:,-SYSTEm -, EXIT LIGHT - G. 11'�: INTERCOM SPEAKER Jf%I-Jb" PULL 'FRE, ALi RM STROBE• Cf SSROO4-,� IjOOFt HAPbYVARE.'. CLASSROOM -PANICHAADWA RE,• N (D CLOSER ELECTPic,STFuKE -J (E)CAP WETPAS9-1- -4: PC I ski M4 N, I DEMO PLAN LEGEND i ODEMOLISH EXISTING ITEMS AND ASSOCIATED COMPONENTS IN THEIR ENTIRETY SALVAGE EXISTING COMPONENTS LISTED TO OWNER EXIST. FLOORING TO REMAIN DEMO EXIST. FLOOR FINISH - SEE NOTES --Ux (E) METAL PANEL SYSTEM / FURRING / BLDG. PAPER (E) METAL PAWL E SYSTEM/ FURRING/ G K m BLDG.PAPER r----------------- t ------- ------- ------------------ LINE OF FUTURE ADDITION CANOPY ABOVE (SEESHEETA22D) ------- ---- WB WB 1A 3C (N) DRAIN PIPE 2A 2B SEE CIVIL ID 18 WBI 4(�> 3D WB 2D CLASSROOM 3A CLASSROOM I Rim I I .— I DEMO PLAN A242 ^I I 2 (E) DRAIN PIPE SEE CIVIL T N 1B1 Dull Olson Weekes - IBI Group Architects, Inc. 907 SW Stark Street Portland OR 97205 USA IN 503226 6950 lax 5032739192 www.dowa4bigroup.com www.ibigmup.com Z 0 (N) DRAIN PIPE (-2) DRAIN PIPE SEE CIVIL 0 0 W U) 0 0 J M z UJ 0 2 UJ .J 00 W U) Q z LU CV) 1B1 Dull Olson Weekes - IBI Group Architects, Inc. 907 SW Stark Street Portland OR 97205 USA IN 503226 6950 lax 5032739192 www.dowa4bigroup.com www.ibigmup.com Z 0 0 0 W U) 0 0 ce. < M z UJ 0 2 UJ .J 00 W U) Q z LU CV) CO ( D W > LC) m L0 C4 cr) 4i Date MAR 2' 2015 origin aisubaw ENLARGED FLOOR PLAN L SCALE: I/ir - I' -(r 0) k 9 y P I a n I phase I Plan Review Set I I date March 24, 201 F -revisions I project# 114040 1 � a ut 01 M1 WWAI �1 I mm 124W VERIFY PRE-SNISH META 1111-T ALUMIINUMI-J STOREFRONT (E) D.S. SYSTEM -BRICK NO.13 (SILL) ---- -- ----------- NEW ADDITION EXISTING BUILDING EXTERIOR ELEVATION - WEST k SCALE: 1/9' - 5017 3 PRE -FINISHED S.M. DOWNSPOUT T.S. DOWNSPOUT--' ALUMINUM STOREFRONT SYSTEM EXISITING BUILDING ASPHALT---_ �_ SHINGLES ---- MWP_11 CMU -12 CMU 14 CMU_15_,___\ (E) D.S. T 2 BRICK NO.13 (SILL) _-NEW ADDITION 124'4r VERIFY PRE -FINISHED SHEET METAL GUTTER 1111-T ALUMINUM STOREFRONT SYSTEM S.M. DOWNSPOUT T.S. DOWNSPOUT (PAIM) CON ^� `I P �� _ CCU k A 9 1 1 � WVO vy�kr Uy SCALE: 11W =1'-0' K Date Rece'lived, I C) r g i n ail 8 u nt -i's t, L a 121'F $ EXTERIOR ELEVATION - NORTH SCALE: 11W = T-0' W r____7l IBI Dull Olson Weekes -1131 Group Architects, Inc. 907SWStark Sheet Pordand OR 97206 USA M 503 226 6950 fax 503 273 9192 www.dowa-ibIqroup.=n wwwJbiqroup.=n Z 0 00 .j 0 .j 0 0 rn ce. Cl) z W UJI .j 0 UJI CJS z W (D Lr-- Co 0 CO3 (D W > L= Ul) C%4 Lr) CO k a y P I a n I phase I Plan Review Set I date March 24, 201 revisions project#1 14040 EXTERIOR ELEVATIONS OVERALL