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Plan, Final APPLICANT 9/29/2017
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AMA 9 49 1?A110 I; AMA P,, �L I. � 00 MOO I"' QUII?�p 19 pp VII��p O x Io h 1"� I INTI pI0I 2 ANIS 1 �p COMPINN2 ASA 96-459.50 Fr PIM I'AI?KING AILS ON CON50LIpA� 51T� I✓I/oo� AWAo 5 95 9 NSW 2 304 pLu 4 I?A-IO 1:3000 MQUIMb 10 ( 2 LONG SIN) pkOVln�n -4�XT�PIOI; ANP 2 a INT��10 R, 511F XP A 67179 50 FT NFW 51TF ASA 28770 50 Fr COMPINN2 ASA 96-459.50 Fr 13UILPING A 3 868 50 F1" PI G G BUIL N 2 073 50 Fr PUIL19IN6i P 2244 50 Fr %IUANG H 42 50 Fr 13UIi.PIN6 C 3 650 702 50 Fr uI WING P 13 L 22 92 50 PT C3U 1Lb1NG F 574 i3UILPIN6 F TOTAL 13LgG 2292 20 30h 0 FT SQ Fr - 30.2/ rO1'AL I3#.PG 9349 50 Fr 32.5% TOTAL 13Li2G 29653 50 FT e 30>7% 5112�WALK5 PAVING LANPSGAP� 51'WATFP 5WALF 3950 2 � 17 2746 50 Fr 50 Fr Fr 50 Fr 5.9% � .3 % 16. 4, % 51MWALK5 PAVING LANPSCAP� 51' WATSK 5W&i 1555 10514 7 52 A 50 Fr Fr Fr F1" 5i,4% 3 .5% 24,6 % + % 51MW&K5 PAVING L ANP5CA le 5r WAZZ 5WALF 5055 21� 51 27�b 50 F1, Fr T 50 pf 5.27 7U.6-% I .6 1 3. 41, CONCM-T pip CITY 5MC5 I ►' O 3/ 411 MINUS COMPACTN2 CRU5HN2 POCK rJr JOIN' MP, CITY 5KC5 eX1511NG CM ANP GUrTl;1: ` 2% - --�-- I M215TU1;11 W 5O L5 STANDARD SIDEWALK DETAIL SCALE: SCALE =1" =1'-0" SJ/ 1 1 M3 L J01w ' CONCwfe 3500 PS 2U5fI2 ROCK COMPAC 7. MN51TY 5112. PROC UNP15TUMP SAM SITE SIDEWALK DETAIL SCALE: SCALE =1° =1'-0" 4 Q 4 . 8": COMP9NCtt2 POCK 13A5e ® _ •A Q 4PAVING SECTION G AlOWU !:t! r CC..,/ NO SCALE H16H FLOW I3Y`PA55 FLO- Tm FILTI2 INSeP`r < MOML FF -240) Ar eACH CAi'CH OA51N 51Lr ANP MM15 CONTA►NMeNT AMA5 �PLACI;Al3LI; A05MI Nr POUCHe5 OU11,Fr , c..vvf t vvr+v SCALE: SCALE =1" =1'-0" THE FlNAi. SITE PLAN DEPICTS THE APPROXIMATE TIME OF TRAVEL ZON OUNDARlES FOR THE MAIA DRINKING -_,� WELLHEAD PROTECTION CONSTRUCTION 1 ---..)TES: WATER WELLHEAD. IT IS FURTHER STATED THAT THE DEVELOPMENT 811-E IS SUBJECT TO THE PROVISIONS OF THE U SITE IS LOCATED IN CLOSE PROXIMITY TO MUNICIPAL DRINKING WATER WELL. CARE SHALL BE TAKEN TO T B PREVENT GROUNDWATER CONTAMINATION ANY CHEMICAL SPILLS OR LEAKS MUSE CLEANED UP '#"-5 YEAR TIME OF TRAVEL ZONE. IMMEDIATELY AND CLEAN-UP MATERIALS DISPOSED OFF-SITE AND IN ACCORDANCE WITH LANE COUNTY AND THE APPLICANT SHALL OBTAIN APPROVAL FOR A DRINKING WATER PROTECTION PERMIT FOR THE DEVELOPMENT DEQ REQUIREMENTS. SITE. THE FINAL SITE PLAN AND ASSOCIATED BUILDING PERMITS SHALL DEMONSTRATE: COMPLIANCE WITH DESIGN p DNAPL PROHIBITION: THE CONTRACTOR AND ALL SUBCONTRACTORS ARE REQUIRED TO PROVIDE THE LA FEATURES AND OPERATIONAL STANDARDS REQUIRED BY THE DWP PERMIT. OPERATIONAL REQUIREMENTS OF THE OWNERS ER WITH COPIES OF SDSSFOR ALL CHEMICALS PROPOSED FOR USE ON-SITE PRIOR To USE DWP PERMIT HALL BE MET PRIOR TO ISSUANCE OF FINAL BUILDING OCCUPANCY. OR DELIVERY TO THE PROPERTY. BASED ON THESE MSDSS, THE ENGINEER WILL DETERMINE IF THE CHEMICAL IS E T S APPROVED FOR USE ON THIS SITE (I.E., WHETHER OR NOT THE PRODUCT CONTAINS DNAPLS). THE ENGINEER THE SITE PLAN PROVIDES FOR INSTALLATIONOF WELLHEAD PROTECTION SIGNS AT VISIBLE AND CONSPICUOUS MAYCON TACT THE S UB DRINKING WATER SOURCE PROTECTION CO ORDINATOR 5 41-7.44 37 45 } WITH ANY LOCATIONS ON THE SITE DURING THE INITIAL SITE CONSTRUCTION, AND UPONCOMPLETION OF THE BUILDINGS QUESTIONS ABOUT EVALUATING PRODUCTS FOR DNAPLS. F . SIGNAGE IS T4 BE ATTACHED TO EACH GUIDING WHERE IT IS VISIBLE .AND READABLE FROM PARKINANI? Ci CHEMICAL HANDLING, STORAGE, AND USE. CONTRACTORS/DEVELOPERS SHALLBE RESPONSIBLE OR THE I SHALL BE PLACED IN LOCATIONS LING AND STORAGE OF CHEMICALS, PETROLEUM PRODUCTS, AND FERTILIZERS AND THE PEDESTRIAN CIRCULATION ZONES. THE WELLHEAD PROTECTION SIGNS SAFE. HAND ACCEPTABLE TO SUB DRINKING O E D WATER SOURCE PROTECTION. THE OWNER WILL COORDINATE WITH AMY CH#NtTZ, PREVENTION OF GROUNDWATER AND STORM WATER RUNOFF CONTAMINATION. CHEMICALS EM#cats USE DURING L O R 541-744.3745 FOR INCLUDING PAINT AND CLEANING MATERIALS/WASTES, MUST NOT ENTER THE SOIL OR BE YC SUBUT# ,C M O CONSTRUCTION, I C SUS DRINKING WATER SOURCE PROTECTION COORDINATOR (AM � } CONS UC , INFORMATION ON OBTAINING AND POSTING THE WELLHEAD PROTECTION SIGNS, WASHED INTO THE STORM WATER SYSTEM. ALL CHEMICALS SHOULD BE STORED IN ADEQUATE SECONDARY CONTAINMENT. THE SITE CONSTRUCTION PLANS INCLUDES NOTES DETAILING DRINKING WATER PROTECTION PRACTICES TO BE 0 EQUIPMENT MAINTENANCE AND FUELING: PRECAUTIONS MUST BE TAKEN TO PREVENT FLUID-CONTAINING ON THE SITE PLAN REVIEW OUTSIDE FROM LEAKING INCLUDING PROVIDING A DEDICATED AREA FOR FUELING AND USED ON THE SITE AS DETAILED #N FINDING $1 OF THE STAFF REPORT t3< DECISION EQUIPMENT LOCATED , APPLICATION, CASE TYP215-00031. MAINTENANCE OF EQUIPMENT. THIS AREA SHOULD BE PREPARED AND MAINTAINED IN A WAY THAT PREVENTS SPILLS OR LEAKS FROM MIGRATING TO THE SOIL OR STORM WATER DRAINAGE SYSTEM. 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I M� OF TK'W� � ' `� � ,, ,„, 1 i 1.ANJ5GA""G 1;erduATlor1 `�'•�'`"•••, I Nam a a Stt ET cJ r%iritG SQ �`' ` S Mct ` •,�'; VLtwtlJING B 44 SQ FT t �, ,f St FT 51 K 5112�WALK P CITY OF 5P1;INCAF1 LI?• ��10 I � BLILDI11tG A 3858 $Q .F�1` "•'�`��'' � �s� ''oAr�� 102.20�kAvGI G4 G -> y YI Y2 y Z' t ! t /��� � t:1Jq;�• "• 1©206 Q w• t { • � \�f{ y 1 1 p+�.r�y,��j % Aii iY✓vYY•"K.A y••.`y1. 1• r 7�+. ," INIM.Ytt)'i; 4't PVC Pi, 5LM FCS IWAnaa i u &V COMM WOW W M VAi W-WX FOe WA•t R VAE W I AQP 15 A 11' eMAPK a vvm 1wF1c PROOF W 112 MANI,FAClMI213Y 1 �a . IST ro M5sM !rt WMU Ar WjI04 EkaLCC-AAWN CTO �- AR eNTUPR15F5, INC. Npl,vwSYs M> �Rz 'ATFNr PFNPING) trY.r 1 1-2 »a ) v 0- - 9 ---- 5TM Q MEASURED LOCATION OF TOP OF BANK AREA OF INTRUSION 88.00 FTX 13.25 FT = 1166 SQ FT MEASURED LOCATION` OF TOP OF BANK Y'AREA ALTERED TO RIPRIAN FUNCTION .0 590 SO FT Av ',[AS -BUILT DIMENSION 50 FT FROM TOP OF BANK TO EDGE OF ADDITIONAL RIPARIAN FUNCTION AREA 00 6 Use 6103 ON 510 ;> L OK EO H z rek? CITY OF SP WII;W LAMC'CIVE - 1 tilk MM NCTCONWCTEP MCTLYto AREA ALTERED r RIPRIAN FUNCTION #-�- 580 SQ FT o c r. ,1F� G.t:tt it`s' S!'ir `.�r�•lt'i',;.K I 102.'- 10 PI '05 P2 F4 4 k 0 • •111187WA D NO FILL MATERIALS CONTAINING HAZARDOUS MATERIALS SHALL BE USED ON THIS SITE. 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I M� OF TK'W� � ' `� � ,, ,„, 1 i 1.ANJ5GA""G 1;erduATlor1 `�'•�'`"•••, I Nam a a Stt ET cJ r%iritG SQ �`' ` S Mct ` •,�'; VLtwtlJING B 44 SQ FT t �, ,f St FT 51 K 5112�WALK P CITY OF 5P1;INCAF1 LI?• ��10 I � BLILDI11tG A 3858 $Q .F�1` "•'�`��'' � �s� ''oAr�� 102.20�kAvGI G4 G -> y YI Y2 y Z' t ! t /��� � t:1Jq;�• "• 1©206 Q w• t { • � \�f{ y 1 1 p+�.r�y,��j % Aii iY✓vYY•"K.A y••.`y1. 1• r 7�+. ," INIM.Ytt)'i; 4't PVC Pi, 5LM FCS IWAnaa i u &V COMM WOW W M VAi W-WX FOe WA•t R VAE W I AQP 15 A 11' eMAPK a vvm 1wF1c PROOF W 112 MANI,FAClMI213Y 1 �a . IST ro M5sM !rt WMU Ar WjI04 EkaLCC-AAWN CTO �- AR eNTUPR15F5, INC. Npl,vwSYs M> �Rz 'ATFNr PFNPING) trY.r 1 1-2 »a ) v 0- - 9 ---- 5TM Q MEASURED LOCATION OF TOP OF BANK AREA OF INTRUSION 88.00 FTX 13.25 FT = 1166 SQ FT MEASURED LOCATION` OF TOP OF BANK Y'AREA ALTERED TO RIPRIAN FUNCTION .0 590 SO FT Av ',[AS -BUILT DIMENSION 50 FT FROM TOP OF BANK TO EDGE OF ADDITIONAL RIPARIAN FUNCTION AREA 00 6 Use 6103 ON 510 ;> L OK EO H z rek? CITY OF SP WII;W LAMC'CIVE - 1 tilk MM NCTCONWCTEP MCTLYto AREA ALTERED r RIPRIAN FUNCTION #-�- 580 SQ FT o c r. ,1F� G.t:tt it`s' S!'ir `.�r�•lt'i',;.K I 102.'- 10 PI '05 P2 F4 4 k 0 • •111187WA Use 6103 ON 510 ;> L OK EO H z rek? CITY OF SP WII;W LAMC'CIVE - 1 tilk MM NCTCONWCTEP MCTLYto AREA ALTERED r RIPRIAN FUNCTION #-�- 580 SQ FT o c r. ,1F� G.t:tt it`s' S!'ir `.�r�•lt'i',;.K I 102.'- 10 PI '05 P2 F4 4 k 0 MEASURED Q ; ACTUAL DISTANCE i FROM BUILDING f� /00' 5 CATCH BASIN DETAIL %CO.V SCALE: SCALE = r =1'-0" SIGN 0 5r&L HEAP � 1 � 6" VVI -I L STOP P9 PIPJ e>a�se>.lasr?tm�+vau.��cc ; �4511NG WICK' 516NAGF Ar H�AC> p I { OF eACH 5PA0 t ArrACHN2 TO cG1,1. T1 rr vlrr� • a 1 00 Pr 5i;Tls 1= 0 � 0"POLF a 01�P - 51V6 H.C, t P��MANNr Q YMC30L o ADDITIONAL ST�ucTU TOP 811 r0 MATCH1 LANDSCAPE 6 PApKING ol; 6PA55 0O0 AREA 350 SO FT v t � AWAS A5 N�ePF12 19, x,IWA �' �12 `,�� �� G t 100.00 PrV1K" WIH DMV. M t aG9l, 0 Y r�OrrOM% OF PIPING 13F120eI7 IN ` VA +noara�sscc•�crry .�y* 4" PAVfMeNT 5TR1P5 01211 O.C. i1~L�t �'A. t 4 errazo > �, _�„ 8, _0„ ArWOVFP C1.�.15H P SrON rQ MAIN OPFN v a ; f �' c'" rz h u loerz oxs ft.d15 O.P. / 2 I3ACKFII.L��t�t,1,G� Eq =-- PAVr--WW 5SNCIL V1MIT1 0W3 OACKGPOUNP ANP ' ��i��iN t 1 13 X-PAIN-MI2 C"OPTIONAL MOUNT 51GN5 4 Ar 60" /a" CI,FAN o a TO 72" A00\(S 51MWALK, AT eYe-LeVFL, CKU9f 2 5rONe TYPICAL COMPACT` STALL 5HALL EX 7 ` -611 X 151'-011 LONG L UN12151U n 5TAM3 VVITH WI-tFL 5rOP LOCAT 19 21 -0" FPOM eNP OF STALL 15LVC'A ( 2) PIPS 191A., 18" MIN, U5� 121M�N51ON5 5HQWN POOV5 FOR FULL 51ZN2 %&1-5 6 H C PARKING DETAIL 7 TRENCHING DETAIL C0.1 NO SCALE C0•1 NO SCALE IMAX i�IJILnING LM 41, PVC 5CH, 40 MW PIPING 2-5f/ L, OlKF PACK PIN(51 P CRAM "MIU5 P1PF" OP w b - -1 / 2" PIA, ffI MK A MOUNi1N6 PLA1'F 1/ 2 X 12" 5PIKF5 OR APPP0\1e17 g BICYCLE RACK ELEVATION Co•� NO SCALE Iq I - \ III=III.. =1 11..�I I ISI--=ISI---=:1fI 211 III -II E I- l II I C/o III,�II ro 5111✓ %OPZMWAft 1R PIPING 5MW MNP g DOWNSPOUT LEADER C0.1 NO SCALE 1 MEASURED : i �0 ACTUAL DISTANCE `. O0 1 FROM BUILDINGC/ i 1 I �4511N6 CITY 5fmm 5�VVtI? 1 t I I t 1 1 � STM STM "fit---- 5�t+t STM 5TM 51M ----- STM 5TM 5TM STM 5TM Sihl 5TM - -- %M ---•-- %M ------ STM -- 5TM 5TM ------ STM --•-r-- 5TM-----�- STM-�-Y--- 51M •------ 51M %M ^--- 5TM ------ %M -4---+ 51M 1 � ba' N89•42'�Wtw eYJ5TIN6i WAMHOU% 13UL19INCA PROJECT TITLE v If 11 IF SITE ADDRESS 945 28TH'STRET SPRINGFIELD, OR OWNER ADDRESS DRAWING TITLE r%1 AKI REVISION NO. DATE BY RER 10 2017 REVISIONS TO RIPARIAN AREA DATE 231�.LIA9 SCALE 1"- 20' DRAWL BY . 5K CHECKED BY 5K PROJECT NO SHEET NO CO.'S • •111187WA MEASURED Q ; ACTUAL DISTANCE i FROM BUILDING f� /00' 5 CATCH BASIN DETAIL %CO.V SCALE: SCALE = r =1'-0" SIGN 0 5r&L HEAP � 1 � 6" VVI -I L STOP P9 PIPJ e>a�se>.lasr?tm�+vau.��cc ; �4511NG WICK' 516NAGF Ar H�AC> p I { OF eACH 5PA0 t ArrACHN2 TO cG1,1. T1 rr vlrr� • a 1 00 Pr 5i;Tls 1= 0 � 0"POLF a 01�P - 51V6 H.C, t P��MANNr Q YMC30L o ADDITIONAL ST�ucTU TOP 811 r0 MATCH1 LANDSCAPE 6 PApKING ol; 6PA55 0O0 AREA 350 SO FT v t � AWAS A5 N�ePF12 19, x,IWA �' �12 `,�� �� G t 100.00 PrV1K" WIH DMV. M t aG9l, 0 Y r�OrrOM% OF PIPING 13F120eI7 IN ` VA +noara�sscc•�crry .�y* 4" PAVfMeNT 5TR1P5 01211 O.C. i1~L�t �'A. t 4 errazo > �, _�„ 8, _0„ ArWOVFP C1.�.15H P SrON rQ MAIN OPFN v a ; f �' c'" rz h u loerz oxs ft.d15 O.P. / 2 I3ACKFII.L��t�t,1,G� Eq =-- PAVr--WW 5SNCIL V1MIT1 0W3 OACKGPOUNP ANP ' ��i��iN t 1 13 X-PAIN-MI2 C"OPTIONAL MOUNT 51GN5 4 Ar 60" /a" CI,FAN o a TO 72" A00\(S 51MWALK, AT eYe-LeVFL, CKU9f 2 5rONe TYPICAL COMPACT` STALL 5HALL EX 7 ` -611 X 151'-011 LONG L UN12151U n 5TAM3 VVITH WI-tFL 5rOP LOCAT 19 21 -0" FPOM eNP OF STALL 15LVC'A ( 2) PIPS 191A., 18" MIN, U5� 121M�N51ON5 5HQWN POOV5 FOR FULL 51ZN2 %&1-5 6 H C PARKING DETAIL 7 TRENCHING DETAIL C0.1 NO SCALE C0•1 NO SCALE IMAX i�IJILnING LM 41, PVC 5CH, 40 MW PIPING 2-5f/ L, OlKF PACK PIN(51 P CRAM "MIU5 P1PF" OP w b - -1 / 2" PIA, ffI MK A MOUNi1N6 PLA1'F 1/ 2 X 12" 5PIKF5 OR APPP0\1e17 g BICYCLE RACK ELEVATION Co•� NO SCALE Iq I - \ III=III.. =1 11..�I I ISI--=ISI---=:1fI 211 III -II E I- l II I C/o III,�II ro 5111✓ %OPZMWAft 1R PIPING 5MW MNP g DOWNSPOUT LEADER C0.1 NO SCALE 1 MEASURED : i �0 ACTUAL DISTANCE `. O0 1 FROM BUILDINGC/ i 1 I �4511N6 CITY 5fmm 5�VVtI? 1 t I I t 1 1 � STM STM "fit---- 5�t+t STM 5TM 51M ----- STM 5TM 5TM STM 5TM Sihl 5TM - -- %M ---•-- %M ------ STM -- 5TM 5TM ------ STM --•-r-- 5TM-----�- STM-�-Y--- 51M •------ 51M %M ^--- 5TM ------ %M -4---+ 51M 1 � ba' N89•42'�Wtw eYJ5TIN6i WAMHOU% 13UL19INCA PROJECT TITLE v If 11 IF SITE ADDRESS 945 28TH'STRET SPRINGFIELD, OR OWNER ADDRESS DRAWING TITLE r%1 AKI REVISION NO. DATE BY RER 10 2017 REVISIONS TO RIPARIAN AREA DATE 231�.LIA9 SCALE 1"- 20' DRAWL BY . 5K CHECKED BY 5K PROJECT NO SHEET NO CO.'S PWMRN GARY YsrlfH'%^V5GAvr lN5TXLV" =71 YKPV-lIGG7 LANDSCAPE AREA AT HEAD OF PARKING (WEST) SCALE:1" -10' LANDSCAPE AREA AT STREET (NORTH) SCALE: 1" a 10` MPM MakV A5 FVR 5MCIPIGAWN5 Aldi IN ACCCh2R?WI , NTH I.AW+ XAM IWAt4,trl25 M5} PiZAG'rICl 5 SCALE. P =10' Al C P� Slur PLANS LANDSCAPE AREA AT SOUTH OF RELOCATED BLDG SCALE: P =10' IN5tAL1. IRaGAIIUN W1rN C0NiRGLLl:R Af LOCAs'ICrnI AJ'i'I:Oi1W I3YC% .-�. C4 LANDSCAPE AREA AT HEAD OF PARKING (EAST) Ca.3 SCALE: I" =10' 3 r ntl PiE�PAP,E (.�'OL1+l�? A5 PER "CII'ICAWN5 ANS IN ACCO�fMANGi WITH 1,*v6cm N%&005F Pi2AC U5O- 31&Ls7lNG I~E7Gf5 mP/a 6lOi" A5 MR 5WIFICAi16*6 AW IN ALCOWANCG 1{�, JA "M 00(kVAeY LANi75GAl'E MAILRIW 5 A5 5PI C O . I I C"146 PSR 5M PLANS \ j _ 7 A,. r GALL IOW Gi m APl"i: ADi i (3`� (4 n AW APRON MLI CI-tY 0fr r1CAWN5IXTA& NO ---- LANV7 AM MAZIM5 A$ 5PECIFIVO Fm INQl.ISt'm G ft_ WAY M96N -"-' ....................... 0"wWa5 C C 5 LANDSCAPE AREA AT PARKINS ISLAND Ihf KI, l fM Ca4MaIX1ZAtL CAIWNAPI"Ove OyOW IZ' C4.3 SCALE. V 10' %l Gil I 0 0 IN>CALL OYATION 1WH COpt ROLX FR Af LOCAtiON AOMOW12 pY OVMR INF% 11 Y{.. 1- i."It u.ivr r vrva-u.s.. a-.rw rarr a EVERGREEN TREES SCIENTIFIC NAME COMMON: NAME CITY SIZE NOTES 1 ARBUTUS MENZIESII I PACIFIC MADRONE 7 1" CLPR I SLOW GROWING: MOIST TO DRY FOREST 2 PEUDOTSUGA MENZIESII I DOUGLAS FIR 18 1" CLPR I FAST GROWING, MOIST TO DRY CONDITIONS; FULL TO PART SUN Cl NfI I XIStiNCs 710! 5Y5F M 0A0le'lwlr At*=A 011 199:9=0AAi!'1 i AMnAt'.APIMM PLANT LIST -- CIJ: W,4 PrR 5IT Fi AN9 MARK DECIDUOUS TREES IT _OTY SPACING A SCIENTIFIC NAME COMMON NAME QTY SIZE NOTES 3 ACER MACROPHYLLUM BIG LEAF MAPLE 4 1" CLPR SHADE PROVIDING TREE ' MOIST TO DRY; SHADE TO SUN 4 FRAXINUS LATIFOLIA OREGON ASHMEDIUM g 10 SIZED TREE' FORESTED WETLANDS; SLOW GROWING $ QUERCUS GARRYANA OREGON WHITE OAK R SLOW GROWING; DRY, WELL DRAINED,SOIL; FULL SUN ROSA NUTKANA NOOTKA ROSE 6 12 GAL I MOIST TO DRY; FULL SUN 19 RANUr4C1XUS GIDE TAL W STER BUTT CU • 0.25 LBS MOST P RIE TO OPEN FOREST; SUN TO PART SHADE =IEN FIC tjA E OMMO—N NAME OTY SIZE NOT9S 6 CEANOTHUS CUNEATUS BUCKBRUSH 10 2 GAL DROUGHT RESISTANT LARGE SHRUB` FULL SUN 7 MYRICA CALIFORNICA PACIFIC WAX MYRTLE % L DROUGHT RESISTANT USED IN HEDGERONS` Cl NfI I XIStiNCs 710! 5Y5F M 0A0le'lwlr At*=A 011 199:9=0AAi!'1 i AMnAt'.APIMM PLANT LIST -- CIJ: W,4 PrR 5IT Fi AN9 MARK DECIDUOUS SHRUBS IT _OTY SPACING A LONICERA NITIDA "RED TIPS" SCIENTIFIC NAME COMMON NAME TY SIZE NOTES 8 AMELANCHIER SERVICEBERRY 20 2 GAL DROUGHT TOLERANT PERENNIAL; SUN TO PART SUN DENSELY TUFTED SEDGE; MOIST UNDERSTORY AND STREAM EDGES g 10 PHILADELPHUS LEWISIt PHYSOCARPUS CAPITATUS MOCK ORANGE NINEBARK 22 3 2 GAL 2 GAL. MOIST TO DRY` PART SUN PREFERS MOIST FORESTS BUT IS TOLERANT OF SUN 111 ROSA NUTKANA NOOTKA ROSE 6 12 GAL I MOIST TO DRY; FULL SUN Cl NfI I XIStiNCs 710! 5Y5F M 0A0le'lwlr At*=A 011 199:9=0AAi!'1 i AMnAt'.APIMM PLANT LIST -- CIJ: W,4 PrR 5IT Fi AN9 MARK BOTANICAL NAME IT _OTY SPACING A LONICERA NITIDA "RED TIPS" SCIENTIFIC M' 4' O.C. SIZE NOTES 12 13 ANAPHALIS MARGARITACEA CAREX DEWEYANA PEARLY EVERLASTING DEWEY'S SEDGE 20 50 1 GAL 1 GAL DROUGHT TOLERANT PERENNIAL; SUN TO PART SUN DENSELY TUFTED SEDGE; MOIST UNDERSTORY AND STREAM EDGES 14Z58NU 15 16 E C, O it SOUGH SEDZI19 '_S E C 50 1 'I 1 GAL LBS LBS COMMON WETLAND SEDGE, A C M ON P U C S; R, L SUN 17 E: JUN US EFFUSUS JUNCUS PATERS COMMOR RUSH SPREADING RUSH 20 ' 16 1 GAL 1 GAL ; DRlr=R IN LATE SUMNIER COMMON WETIM13 RGSH; WET TO 15RIER IN LATE SUMMER 19 RANUr4C1XUS GIDE TAL W STER BUTT CU • 0.25 LBS MOST P RIE TO OPEN FOREST; SUN TO PART SHADE 20 S D A VIKGATA ROSECHECKER-MALL 0.26 LBS D fl GHTTOLERANT 21 WILD WETLAND GRASS MIX SEE NOTES 2 LBS ESCALONIA Cl NfI I XIStiNCs 710! 5Y5F M 0A0le'lwlr At*=A 011 199:9=0AAi!'1 i AMnAt'.APIMM PLANT LIST -- CIJ: W,4 PrR 5IT Fi AN9 MARK BOTANICAL NAME COMMOL4NAM9 QTY SIZE SPACING A LONICERA NITIDA "RED TIPS" BOX HONEYSUCKLE 5 GAL. 4' O.C. B BERBERIS JULIANAE WINTERGREEN BARBERRY 3 GAL. 4`'O•C- C JiINCUS PATENS GROOVED RUSH FLAT 12" O.C. E AGER X. FREMANII AUTUMN BLAZE MAPLE 2" CALIPER AS SHOWN H GRASS MIX PER BELOW SEE NOTES SEED 4 LBS/ACRE t OXYDENDRUM ARBOREUM SOURWOOD - SORREL TREE 2" CALIPER AS SHOWN J ACER GRISEUM PAPERSARK MAPLE 5 1" CALIPER AS SHOWN O COTONEASTER DAMERII EVERGREEN COTONEASTER 2 GAL 24" O.C. P ESCALONIA ESCALONIA 5 GAL 36" O.C. MMOW 0 ,.AF PPOM TOP I/ 3 OF 12O0f BALL THE OWNER-SUPPLIEDMAPPING FOR THIS AREA CONTAINED DIMENSIONAL INCONSISTENCIES THAT WERE REVEALED DURING THE CONSTRUCTION PROCESSES. THE BUILDING NEAREST THE EDGE OF BANK WILL BE LOCATED TO BE NO CLOSER THAN 35 FT FROM TOP OF BANK, AND THE ADDITIONAL AREA IDENTIFIED FOR THE '60 FT SETBACK FROM TOP OF BANK IS TO BE REDISTRIBUTED THROUGH THE SITE, IN ACCORDANCW WITH SDC 4.3,415 I ca Q,. SEED 2 16 I L # n iLJ�IY 10 fer15 MY m -tap to 0 n0 C ENGINEERING L L C 159 EAST 16TH AVENUE EUGENE, OR 97'401 ..... ........ ............ VOICE (541) 242-0613 FAX (541) 242-0614 PROJECT TITLE .sUBl�T 'At A�RE1�� SITE ADDRESS 945 28TH STREET SPRINGFIELD, OR OWNER ADDRESS DRAINING TITLE EA2 a Ex154\4 C31L121W N WETLAND GRASS SEEDS.WHICH DUES NOT INCLUDE ANY NATIVE WETLAND FOR S WILD WETLAND GRASS MIX COMBINES NATIVE ©REDO W Z 1,2 STAKES A5 5i'�GII✓In -itNLY SpA ( 2)Al✓H OR FLOWERS. IT IS DESIGNED TO PRODUCE STANDS OF GRASS THAT WILL THRIVE IN A WETLAND ECOSYSTEM. �a Is '. 2 SEED f� f?R~NTAL/ CONIFNZ TMS• (3) SACH 5I TW� i 9 i 4 Lr � ca Q,. SEED 2 16 I L # n iLJ�IY 10 fer15 MY m -tap to 0 n0 C ENGINEERING L L C 159 EAST 16TH AVENUE EUGENE, OR 97'401 ..... ........ ............ VOICE (541) 242-0613 FAX (541) 242-0614 PROJECT TITLE .sUBl�T 'At A�RE1�� SITE ADDRESS 945 28TH STREET SPRINGFIELD, OR OWNER ADDRESS DRAINING TITLE EA2 a Ex154\4 C31L121W N WETLAND GRASS SEEDS.WHICH DUES NOT INCLUDE ANY NATIVE WETLAND FOR S WILD WETLAND GRASS MIX COMBINES NATIVE ©REDO W Z STAKES A5 5i'�GII✓In -itNLY SpA ( 2)Al✓H OR FLOWERS. IT IS DESIGNED TO PRODUCE STANDS OF GRASS THAT WILL THRIVE IN A WETLAND ECOSYSTEM. '. 2 f?R~NTAL/ CONIFNZ TMS• (3) SACH 5I TW� � � 41 SLOP 1'O Gm INGREDIENTS: WESTERN MANNA GRASS {GLYGERA OCCIDENTALIS), TUFTED HAIRGRASS, CALIFORNIA OAT GRASS {DANTHONIA RA SLENDER HAIRGRASS CALIFORNICA), AMERICAN SLOUGHGRASS, WATER FE7XTAIL, SPIKE BENTG SS, MMOW 0 ,.AF PPOM TOP I/ 3 OF 12O0f BALL z - MLLCH A5 5reCIFIN2 (2" aL AR AT TMM) MUCH RING WITH 5rAM12 REVISION LAND CS: - _ �- M r Wa AT LAWNS (SIZE A5 5'C:GII✓I n) NO. DATE BY SOIL PRESERVATION; " " F TOPSOIL. T SUB -BASE TO BE 12 MIN BELOW FINISHED GRADE. TILL SUBGRADE THOROUGHLY TO A DEPTH OF (MIN.) PRIOR TO PLACEMENT O TOS FINISHED ELEVATION O (MIN,) -" •','� � " �' � � ".�,: ' � ,.' ff "`J `: ,.•.; 1 ' REVISED OCTOBER FOR FE T UZER TO TOPSOIL AT RATE OF 20 PLACE 12p MIN. TOPSOIL OVER TILLED SUBGRADE. ADD 4 OF ORGANIC MATERIAL (HEMLOCK BARK CHIPS OR EQ). ADD 15-5-'I © R t _ _ � int } ?:'. �,: {{ ,• y '.� I N A REVISIONS TO RIPARIAN AREA S FOR 1000 SO FT. TILL TO A DEPTH OF 8" - H LBS PROVIDE SEPARATE PLAN BEDS FROM LAWN AREAS E 2" SHREDDED BARK OVER PLANT BEDS AFTER INSTALLATtON.PROVIDE`EDGING TO SE. I .ti • ' , .y • ••#'LANTING ,*oo t' 5011 ``'`'► PRU?>RfY LMS f0 i3R CONA.ICIAMd \\ "_"_ \\ PLANT MATERIAL: eXivNli i;Xi5t1hG IRRIGA1Kfil 5Y5sluS PROVIDE ONLY HEALTHY FULL PLAN MATERIAL AT LOCATIONS SPECIFIED. ,! � � / �ff '',. •�N< f\\ f\ IRRIGATION DESIGN: IRRIGATION SYSTEM WILL BE FULLY AUTOMATED AND WILL PROVIDE HEAD-TO-HEAD COVERAGE.DRIP IRRIGATION WILL BE USED FOR SHRUB AND TREE LOCATIONS. ALL 7-� . DATE ZJLLn5 LATERAL LINES WILL HAVE AUTMOATIVE DRAIN VALVES. SYSTEM IS TO BE DESIGN/BUILD BY INSTALLER. GOAVACTN2 fOF5011, ( el OW IZOOt EMLL5 ONLY) _............DMWN.. ....... SUBSTITUTIONS: OWNER MAY SUBSTITUTE PLANT MATERIALS TO MEET CITY OF EUGENE LANSCAPE STANDARDS AS NOTED ON PLAN. IN PLANT 131? IN LAWN CNECKEC3 SY... PROJECT NO 6 LANDSCAPE AREA AT REAR OF BLDG D TREE PLANTING DETAIL SHEET NO C4.3 SCALE: P =10' ... ... ...... .... . ...... ...... Ct3.4 SCALE: NOT TO SCALE X0.3