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Home My WebLink AboutPlan, Tentative APPLICANT 7/28/2017H ARTF LT GU ST HOUS ST. JOSEPH PLACE, Springfield, Oregon Tax Map: 17-03-22-00, Lots 100, 200 IJ SCHI MER J! SAIRES 2, PacificSource Health 0 Way Internalional Vla 0. Plans - Headquarters _.InTernational c = �) -. IL, 'y 0 International Way International Way 00 0 (c! ce, LU LU W LL O' 0 ��tnZwIV 4J tiic" (D O ia W Go VICINITY MAP �1 PEACEHEALTH FACILITIES AND CONSTRUCTION 1115 SE 164TH AVENUE, DEPT 326 VANCOUVER, WA (360) 729-1870 CONTACT: SCOTT TANG, P.E STANG@PEACEHEALTH.ORG SCHIRMER SATRE GROUP PLANNERS, LANDSCAPE ARCHITECTS & ENVIRONMENTAL SPECIALI 375 WEST 4TH AVENUE, SUITE 201 EUGENE, OR 97401 (541) 686-4540 CONTACT: RICK SATRE, AICP, ASLA, CSI rick@schirmersatre.com ARCHITECT 2FORM ARCHITECTURE 121 LAWRENCE ST EUGENE, OR 97401 (541) 342-5777 CONTACT RICHARD SHUGAR, AIA. RICHARD@2-FORM.COM CIVIL ENGINEER KPFF CONSULTING ENGINEERS. 1201 OAK STREET, SUITE 100 EUGENE, OR 97401 (541) 684-4902 CONTACT: MATT KEENAN P.E. MATT. KEENAN@KPFF.com ROBERTS SURVEYING, INC. P.O. BOX 7155 EUGENE, OR 97401 97475 (541) 345-1112 CONTACT: KENT BAKER P.L.S KENT@ROBERSSURVEY.COM De vyAorro-evvr i �e,,wc,, fna-fi" P -(,w qtal"A P9 1 0� 5 JUL 2 3 2.1 Original Submittal M LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 7-25-2017 + LANDSCAPE ARCHITECTS + SCHI MER J! SAIRES 0. I. -- c = �) -. IL, 0 00 0 (c! LU LU W LL O' 0 ��tnZwIV 4J tiic" (D O ia W Go � (EL) 6H < 0 to 0 P'. c 5< 05twomn mujo cm) c U) M a. xl� 0 a.. — �: cc w w < Tz �oiS A01 84 G R TRE E-4 CON Ag Z 0 0 LU w 0 LU UL Uj 0 co) Z 0 CL w CO) w wW0 X :) 4 j U) (.9 CL X W a- W1. W > 1. (1) 0 0 W CO) I Nj� Revisions # Date Description LU w C) C14 co co co t_: C4 CD w CL 0 w> CL 10 18 cc 10 1 a. w Ll m0 J 10�1 APPROXIMATE SCALE IN FEET 600 0 Soo I a t- 111f j it NATIONAL FLOOD INSURANCE PROGRAM FIRM FLOOD INSURANCE RATE MAP LANE COUNTY, OREGON AND INCORPORATED AREAS PANEL 1134 OF 2975 ISLE tAAP INDEX F-08 PANELS NOT PRINTEDI NUMSES PANH SU FIX 0i" 0_ 4!55�2 M','A 11 N!'111111'11111111 Federal Emergency Nianagement AgenLy Zoning Low Density Residential i Campus Industrial Medium Density Residential Light -Medium Industrial High Density Residential Heavy Industrial Mixed Use Residential Special Heavy Industrial Res. Mixed Use (Glenwood) Employment M.U. (Glenwood) Neighborhood Commercial Sooth-Kelly Mixed Use Community Commercial General 0111ce Major Retail Commercial Office Mixed Use (Glerrvood) Mixed Use Commercial Medical Services Commercial M.U. (Glemvood) Quarry & Mine Operations Mixed Use LMI & CC Pubric Land & Open Space ' 7 ��WEEEIWER N 0 ai Emmi �d .2 U 2 0 0 r (D �R C) 0) 07 Ln 'W E INPI PT IRAIN BOX *AM. MANHOLE AL 439.28, P OF IACIAA IES 435.78' S88'47'AD�V 87 LINE CURB INLEEET 0 STREE LI HT BOX E3 - LICHT BOX 1. 0 4' LF' o LIGHT 0 UP P MAP 0 LP Cu"FR BAR SDM"'IDI" RIM 4..' I.E. 430.05'(E)24' 4. ST. JOSEPH PLACE 430.59 N 43OA4'(SE) SSM I RIM: 438.72' CUTTER BAR a UP GV CURB INLET I. STREET .C -T DIX \OONCRETE CURA AND GUTTER N89*55'39"E 450.18' SSM RIM: 439.43' LE 428.60'(EW E.42&60'(EW 42&70'(N)8- 42&83'(SW CONCRETE CURB AND GUTTER 0 0 LP 8' LINE 13 INLET STREET 0 �3_4_66 LIGHT BOX 0 LP SOMH RIM: 431,112' I.E. 431' 32'(E.W)24- 431.1' '(N)12- 432.72'(S)12_ BENCH MARK CURB INLET W PINE CEDAR 14 J- v FOUR 0 WELL SITES STREET U CHIT BOXES---- viv's * EmArcirimental Cleanup Sites 1 -3- , 41111� 04 * Discharge Facilities . 11 GV * Toxic Releases GN LP * Spills 5 years GUARDRAIL STOP SIGN 10 years * Underground Storage Tanks oo). * Leaking underground Storage Tanks 20 years * Underground Storage Tank Cleanups ------------- ® Registered Hazardous Waste Generators 5-99 combined Z0c * Hazardous Materials Handlers SOMH RIM: 43915 * Solid Waste Facilities 10-99 combined ZCIC 0 E C� I.E. 431.55'(E.VY)24- Generalized Zoning 3-,X- E Residential 432.45'(N)12- Commercial city LimpsA-111Industrial C3 432.35!(S)12- Quarry/Mining ......... Springfield PublidOpen Space .......... Eugene SSMH RIM: 439.34' 84 t.E. 427.95'(E)B- A ATRE E--4 QA, e01GON 427.93'(W)8" 427.50'(N)15 - Z 427.40'(S)15' 00 W W r I, Contaminant Source Inventory 0 WELL SITES * Superfund Sftes SAIRE! h, * EmArcirimental Cleanup Sites Time of Travel Zones * Discharge Facilities * Petroleum Releases 0 1-yearTOT * Toxic Releases 2 years * Spills 5 years * Hazardous Materials Incidents 10 years * Underground Storage Tanks oo). * Leaking underground Storage Tanks 20 years * Underground Storage Tank Cleanups Zone of concentration (99 -yr TO -0 ® Registered Hazardous Waste Generators 5-99 combined Z0c * Hazardous Materials Handlers L<U 0 * Solid Waste Facilities 10-99 combined ZCIC 0 E C� 20-99 combined ZCIC Generalized Zoning 3-,X- E Residential .,,,Ovent UGB Commercial city LimpsA-111Industrial C3 2013 Quarry/Mining ......... Springfield PublidOpen Space .......... Eugene EXISTING DECIDUOUS TREE TO REMAIN EXISTING DECIDUOUS TREE TO REMOVE EXISTING CONIFEROUS TREE TO REMAIN EXISTING CONIFEROUS TREE TO REMOVE r7l FLOODPLAIN BOUNDARY AE PROPERTY LINE SITE ASSESSMENT OF EXISTING CONDITIONS 1. Prepared by an Oregon licensed Architect, Landscape Architect, Civil Engineer or Surveyor 0 Plan prepared by licensed Landscape Architect. 0 Survey prepared by licensed professional land surveyor. 2. Vicinity Map 0 See sheet 1-1.0 for vicinity map. 3. The name, location and dimensions of all existing site features including buildings, curb cuts, trees, and impervious surface areas, clearly indicating what is remaining and what is being removed. For existing structures to remain, also indicate present use, size, setbacks from property lines, and distance between buildings. 0 See plan this sheet. 4. The name, location, dimensions, direction of flow and top of bank of all watercourses and required riparian setback that are shown on the Water Quality Limited Watercourse Map on file in the Developments Services Department. 0 Per the Water Quality Limited Watercourse Map the site contains no watercourses. 5. The 100 -year floodplain and floodway boundaries on the site, as specified in the latest adopted FEMA Flood Insurance Rate Maps or FEMA approved Letter of Map Amendment or Letter of Map Revision. 0 Project Site is located in Zone AE base flood elevation determined & in Zone X: Areas determined to be outside 500 -year floodplain. 6. The Time of Travel Zones, as specified in SDC 3.3-200 and delineated on the Wellhead Protection Areas Map on file in the Development Services Department. * Project site is located in the 10 to 20 year Time of Travel Zone. L 7. Physical features including, but not limited to trees 5" in diameter or greater when measured 4 112 feet above the ground (stands of more than five (5) trees may be shown as a cluster with mix of trees species noted), 4 riparian areas, wetlands and rock outcroppings. • See plan for location of all trees 5" or larger. Site contains no riparian areas, wetlands or rock uUtClUP01195. EXISTING SOILS ON SITE SOILS ON SITE ARE: 0 TAXLOT 100 & 200: MALABON SILTY CLAY LOAM, 100%. DpIy LAND USE [XvtWem CM 1';G�us ma -41 REVIEW SET rca-u ko-tk-Y\ ?5 )- 6�5 THIS DRAWING IS Date Received NOT FOR CONSTRUCTION JUL 2B ef" i 1' 7-25-2017 Ofiglnal 8UbIT1itta1--qVn-- + LANDSCAPE ARCHITECTS + SCHIRMER SAIRE! h, A rOOorzrr C) 0, 1� 1, u'=0 0 T Z i - oo). to OD 0 (0 "PoO ' W < (0 ( L ow) LL L a) L0 U 0) L<U 0 LU t0 LL o�w¢wirw 0 E C� "- wi'-Ifli 9 ffi iii tl M w Qj 3-,X- E CU LU ut- 0 We E u C3 UU - WUJ rnmoO <c6= CC 0 E P LWU i—= , , '.- < 0 M Cn. (L Co 00 5 =) ':ca I-- U. X >. X 0 W 84 A ATRE E--4 QA, e01GON &I Z 00 W W 0 A Ask VJ J W Z LL 0 W 0 U) Z 0 %UJ W 0 .J CL Z J Wa. U. W U) 0 ago IOU W SCALE: 1'= 30* - W r0M%WMMrMWMfflM1 0 Is 30 60 Revisions # Date Description ILU UJI < M co CD C0 Z- Q: C14 t_: tiI-- C.0 CIO UJ CL C3 C c C3 IV IL 1 t I ui I IL C3 L2mO Z CL at 00 M r - C> n ty w a. O m 3 ci tA 0 _ m to rn to 0(D 2 v a� t O c DL 150 C 0 u G) 3 O _ d C7 t m N _ V a� a. O N .y V Q V O a` v a� �o u °" \ Vx \ \ ,l OS \ -v \ TAX LOT 2000 TAX LOT I I900 TAX LOT 1800 ' `�� \ TAX LOT 1700 MAP 17-03-15-40 MIA t'-03-15-40 MAPS 17--03-=5-40 "1�� \ EX€ D LDS;- UNAINNEXED F . ` MIA1H-03-5-40 U� iEXLL� \ ! D;;- JANNEXED 59 06' 6'{3 24 - n 07.63' ++s.a� + / F • 0 0 `a \ O sF ucE t EA MENO FOR OADWAY r f 0 . --r zo `. RE 1750, IN f NO. 3 8 0 0 0 • s O TAX LOT T 15013 Ytam,TS � Tt}ro 30' cttrN± - - ,y�__. � REEL INSiR, N0. 48, � \0, � `-. � ivlAf �'7-`�3-1,� df, ' + ta° WALNUT$ FIRE LANE � LANE COUNTY DEEDS AND R CORD iVIDR- UNANIt'' EXE CK (REQUIRED) �� "� t 5' SECI�Q o _ — , — 7— o o + o CO TY DEEDS AND RECORDS ; �O s .A ,fig l J \\ 9 r . '28" t TAX OT 200 f. �DR ox o \ O O tc \ PEAR ,� � � ' � \ MAP 17 }03-22 4 26.s.. 1 CQtA.SL ANi`Cit.c ` 1',l ' O �\ �I�I�� •�,� ��I� 'iS. Fift ��y/ "•� V / �TOP VACUUM � �� 0 � O PIPES \ \ �� ` 1 PLAY OOO\ �j _..__ O\ i A • 434.535 �,1 t�. l c� 12" t' . wm /�_\ \•" �; !`"` PEAR O \ \��- WALNUT { � • _ \�.� ,`'� ,!`� r` �` o l �� UP N�Ur MAPLE`�� O � 3 _ \1\ PLAY BUILDING o BUILDING — o HOUSE, a j \\ \ FI V 1\ S89'S6'b "W 307.4 — — o — — — — —�' X' WALNUT aas >� l � \ \ f WALNUT sur wNUT 440 ` /O \ UAPLE`J Y `v o �`V A �� o 0 9�p \ T4s- a LO MAL , - - - i A \° IAN 12 `` 1 VV to' MAPLE \ \ �y\ j i g, c' l '-' o O , '.' .\ _ �. TERRACE + 119.49'SHED- f ; p r �� t' / wauvoT , ryl s0 MAPLE s ° % } ; TERRACE 0 MINIMUM .�. r• 1 `s� '- — -°- t A�NVT y SERVICEI FIR } fZONEI '� O 1 -• { I LOT 42W d s f 0 0 y r' A's� 7-03-22-irG DROP OFF !"'ti\ {V \ i f ' % ' f j 2c R / t — ZONE z z� PR ATE STORM DRA EASEMENT \'v f 1 f o o r 1 4 25 SETBACK FRONTAGE� MAXIMUM o MAIN RY_W eTs o a,4 -�-'-_ tom+---_•�-.:� �v,,;..��.-. 4 J: — 0 ��``� :oma.--ter--fir._ _. -r N 0 0 9 L _ o .» l _ ass -RISER S8847' .9 r a' LINE a- LINE a�A oeox Pouft A u STREET ops a CURB Eh � u. STREET rT-T '4d3.S 0 C INLET STREET C VMS eox S .. t STREP 1.. 4' O LP t LIGHT @ X O O 0 LP 4.. O O a [P � STREET O �,..-d, 4:5 O GMT x 01 lA O O L 434.65' LIGHT 80X 0 LP z � 7 ,,.LIGHT 60X F---..-- i _ 1 ry> \ ' CP CONg2EtE CU a1D GLITTER \ •s GUARDRAEL GN f STOP ~~ _$,EST u4r soxWV <� 1 mXI C� 0 11 GROUNDWATER PROTECTION DURING CONSTRUCTION 1. THE FOLLOWING REGULATIONS MUST BE OBSERVED DURING CONSTRUCTION: • DNAPL CHEMICALS ARE PROHIBITED AT THIS SITE. THE CONTRACTOR AND ALL SUBCONTRACTORS ARE REQUIRED TO PROVIDE THE OWNER'S ENGINEER WITH COPIES OF MSDSS FOR ALL CHEMICALS PROPOSED FOR USE ON-SITE PRIOR TO USE OR DELIVERY TO THE PROPERTY. BASED ON THESE MSDSS, THE ENGINEER WILL DETERMINE IF THE CHEMICAL IS APPROVED FOR USE ON THIS SITE (I.E., WHETHER OR NOT THE PRODUCT CONTAINS DNAPLS). THE ENGINEER MAY CONTACT THE SUB DRINKING WATER SOURCE PROTECTION COORDINATOR (541-7443745) WITH ANY QUESTIONS ABOUT EVALUATING PRODUCTS FOR DNAPLS. A COPY OF THE MSDS FOR ALL CHEMICALS USED ON THE PROJECT WILL REMAIN ON THE JOB SITE AS REQUIRED BY LAW • ALL CHEMICALS USED DURING CONSTRUCTION SHOULD BE STORED IN ADEQUATE SECONDARY CONTAINMENT. j • EQUIPMENT MAINTENANCE AND FUELING: PRECAUTIONS SHALL BE TAKEN TO PREVENT FLUID-CONTAINING EQUIPMENT LOCATED OUTSIDE FROM LEAKING, INCLUDING PROVIDING A DEDICATED AREA FOR FUELING AND MAINTENANCE OF EQUIPMENT. THIS AREA SHALL BE PREPARED AND MAINTAINED IN A WAY THAT PREVENTS SPILLS OR LEAKS FROM MIGRATING TO THE SOIL OR STORM WATER DRAINAGE SYSTEM. • NO FILL MATERIALS CONTAINING HAZARDOUS MATERIALS SHALL BE USED ON THIS SITE. 2. WELLHEAD PROTECTION SIGNS SHALL BE PLACED AT THE SITE TEMPORARILY DURING CONSTRUCTION AND PERMANENTLY AT EACH BUILDING AND ADJACENT TO THE SWALE(S). THE SIGNS ARE INTENDED TO ALERT CONTRACTORS, SUBCONTRACTORS, EMPLOYEES, TENANTS, AND OTHERS TO THE IMPORTANCE OF REPORTING AND CLEANING UP ANY SPILLS (SIGN STANDARD AVAILABLE). PLEASE CONTACT AMY CHINITZ (541-7443745) TO PURCHASE SIGNS DIRECTLY FROM SUB AT THE COST OF $15/SIGN. CONSTRUCTION NOTES i 1. THIS SHEET SHOWS EXISTING CONDITIONS TO REMAIN AND NEW SITE IMPROVEMENTS. 2. EXISTING CONDITIONS INFORMATION BASED ON SURVEY BY ROBERTS SURVEYING, P.O. BOX 71555, EUGENE, OR, 97401. (541) 342-1112 3. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IN THE LAYOUT OF WORK PRIOR TO EXECUTION OF ANY WORK. 4. OWNER'S REPRESENTATIVE SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ANY SITE REVIEWS. 5. THERE SHALL BE REQUIRED REVIEWS BY OWNER'S REPRESENTATIVE PRIOR TO EXECUTION OF ANY WORK, INCLUDING AFTER STAKING & LAYOUT, PRIOR POURING CONCRETE, PRIOR TO BACKFILLING AND ROUGH GRADING. 6. PROVIDE SLEEVING UNDER HARDSCAPE TO ALL IRRIGATED LANDSCAPE AREAS. 7. SEE DETAILS FOR INFORMATION ON CONSTRUCTION MATERIALS AND INSTALLATION METHODS. i 8. PROVIDE EXPANSION JOINTS (EJ) AT INTERSECTIONS, CORNERS, OR WHERE CONCRETE SLABS MEET WALLS OR OTHER STRUCTURES. 9. PROVIDE CONSTRUCTION JOINTS (CJ) BETWEEN ALL POURS. 10. ALL CONCRETE PAVING JOINTS NOT LABELED OTHERWISE ARE CONTROL JOINTS (SJ). 10. OMIT DOWELS AT EXPANSION JOINTS ABUTTING WALLS AND STRUCTURES. 11. ALL CONCRETE PAVING JOINTS SHALL BE EQUALLY SPACED BETWEEN SHOWN OR NOTED LIMITS, AND SHALL BE AT 90° ANGLES TO EDGES OF PAVEMENT AND OTHER JOINTS UNLESS OTHERWISE INDICATED. 12. ALIGN CURB AND GUTTER JOINTS WITH CONCRETE PAVING JOINTS WHERE ADJACENT. LEGEND PROPERTY LINE (SUBJECT PROPERTY) PROPERTY LINE (ADJACENT LOTS) STANDARD PARKING SPACE (9'x 18') INCLUDES WHEEL STOP TO MEET REQUIREMENTS OF SDC 3.240(8)(0. �J ADA PARKING SPACE (9 x 18') WITH CONNECTED AISLES SWTF VEGETATED STORMWATER TREATMENT AREA CONCRETE PATH + EXISTING DECIDUOUS TREE TO REMAIN EXISTING CONIFEROUS TREE TO REMAIN 00 EXISTING CONIFEROUS TREE TO REMAIN DIRECTION OF VEHICLE CIRCULATION i ce a- m m � of � Date Received JUL 2 8 2017 Original Subr lital LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 5-31-2017 + LANDSCAPE ARCHITECTS + t SATRE mg z 4 w W w a oc� � 0o 0 a-°'oaOfa: r wadi5ul9 w ZWC7r=0 asrrsR BAR t� 60 1? 5 Z LO ti as o 2 ¢ U Z Z rnwz > ��=inZg� 00 0(q d W f..d W mL1y� N r' p�06Srr U0m r2rx M LE. 430.05(E)24 H RIM: E, 0.2(E.W)20 ST, JOSEPH CE {t M RIM: 43&92' .E431.32'(F,W)24` MH RIA: 439.15! GE431,&5(E,W)24- J(n w5W Ow LD Q) _ d' L .� ZW a fn W to a S x co Lu UJ co N r 2 U '0 J��Zoo C v' G d' s- 189'55'39"E 450.18' z7is)z 432;4(sia2 T U i -- ¢aiF0-- Ir W 4 1 in eo B. 9,V( -_ _ $ s � a A ATRE E- GON SSM PdW 43a 72* V Ir Q RIM; 439.34' .J W RIM. 439.43' LE. 428.60'08"cy `- LE.427.95'(Eja- 427,93'(14')8' " GUTiER BAR 0 CL 428.70'(7}8' >= 42750'(N)1S' V)�w MWj I.i. V tl 42B.8S(S)S' ii 427,40°(S)15- W (L » W LL CONCRETE CURB AND GUTTER BENCi'{ tL 0 C E?1 MARK SCALE. 1" = 30' - fY' `\ 30 60 GV � �� CURB INLET _$,EST u4r soxWV <� 1 mXI C� 0 11 GROUNDWATER PROTECTION DURING CONSTRUCTION 1. THE FOLLOWING REGULATIONS MUST BE OBSERVED DURING CONSTRUCTION: • DNAPL CHEMICALS ARE PROHIBITED AT THIS SITE. THE CONTRACTOR AND ALL SUBCONTRACTORS ARE REQUIRED TO PROVIDE THE OWNER'S ENGINEER WITH COPIES OF MSDSS FOR ALL CHEMICALS PROPOSED FOR USE ON-SITE PRIOR TO USE OR DELIVERY TO THE PROPERTY. BASED ON THESE MSDSS, THE ENGINEER WILL DETERMINE IF THE CHEMICAL IS APPROVED FOR USE ON THIS SITE (I.E., WHETHER OR NOT THE PRODUCT CONTAINS DNAPLS). THE ENGINEER MAY CONTACT THE SUB DRINKING WATER SOURCE PROTECTION COORDINATOR (541-7443745) WITH ANY QUESTIONS ABOUT EVALUATING PRODUCTS FOR DNAPLS. A COPY OF THE MSDS FOR ALL CHEMICALS USED ON THE PROJECT WILL REMAIN ON THE JOB SITE AS REQUIRED BY LAW • ALL CHEMICALS USED DURING CONSTRUCTION SHOULD BE STORED IN ADEQUATE SECONDARY CONTAINMENT. j • EQUIPMENT MAINTENANCE AND FUELING: PRECAUTIONS SHALL BE TAKEN TO PREVENT FLUID-CONTAINING EQUIPMENT LOCATED OUTSIDE FROM LEAKING, INCLUDING PROVIDING A DEDICATED AREA FOR FUELING AND MAINTENANCE OF EQUIPMENT. THIS AREA SHALL BE PREPARED AND MAINTAINED IN A WAY THAT PREVENTS SPILLS OR LEAKS FROM MIGRATING TO THE SOIL OR STORM WATER DRAINAGE SYSTEM. • NO FILL MATERIALS CONTAINING HAZARDOUS MATERIALS SHALL BE USED ON THIS SITE. 2. WELLHEAD PROTECTION SIGNS SHALL BE PLACED AT THE SITE TEMPORARILY DURING CONSTRUCTION AND PERMANENTLY AT EACH BUILDING AND ADJACENT TO THE SWALE(S). THE SIGNS ARE INTENDED TO ALERT CONTRACTORS, SUBCONTRACTORS, EMPLOYEES, TENANTS, AND OTHERS TO THE IMPORTANCE OF REPORTING AND CLEANING UP ANY SPILLS (SIGN STANDARD AVAILABLE). PLEASE CONTACT AMY CHINITZ (541-7443745) TO PURCHASE SIGNS DIRECTLY FROM SUB AT THE COST OF $15/SIGN. CONSTRUCTION NOTES i 1. THIS SHEET SHOWS EXISTING CONDITIONS TO REMAIN AND NEW SITE IMPROVEMENTS. 2. EXISTING CONDITIONS INFORMATION BASED ON SURVEY BY ROBERTS SURVEYING, P.O. BOX 71555, EUGENE, OR, 97401. (541) 342-1112 3. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IN THE LAYOUT OF WORK PRIOR TO EXECUTION OF ANY WORK. 4. OWNER'S REPRESENTATIVE SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ANY SITE REVIEWS. 5. THERE SHALL BE REQUIRED REVIEWS BY OWNER'S REPRESENTATIVE PRIOR TO EXECUTION OF ANY WORK, INCLUDING AFTER STAKING & LAYOUT, PRIOR POURING CONCRETE, PRIOR TO BACKFILLING AND ROUGH GRADING. 6. PROVIDE SLEEVING UNDER HARDSCAPE TO ALL IRRIGATED LANDSCAPE AREAS. 7. SEE DETAILS FOR INFORMATION ON CONSTRUCTION MATERIALS AND INSTALLATION METHODS. i 8. PROVIDE EXPANSION JOINTS (EJ) AT INTERSECTIONS, CORNERS, OR WHERE CONCRETE SLABS MEET WALLS OR OTHER STRUCTURES. 9. PROVIDE CONSTRUCTION JOINTS (CJ) BETWEEN ALL POURS. 10. ALL CONCRETE PAVING JOINTS NOT LABELED OTHERWISE ARE CONTROL JOINTS (SJ). 10. OMIT DOWELS AT EXPANSION JOINTS ABUTTING WALLS AND STRUCTURES. 11. ALL CONCRETE PAVING JOINTS SHALL BE EQUALLY SPACED BETWEEN SHOWN OR NOTED LIMITS, AND SHALL BE AT 90° ANGLES TO EDGES OF PAVEMENT AND OTHER JOINTS UNLESS OTHERWISE INDICATED. 12. ALIGN CURB AND GUTTER JOINTS WITH CONCRETE PAVING JOINTS WHERE ADJACENT. LEGEND PROPERTY LINE (SUBJECT PROPERTY) PROPERTY LINE (ADJACENT LOTS) STANDARD PARKING SPACE (9'x 18') INCLUDES WHEEL STOP TO MEET REQUIREMENTS OF SDC 3.240(8)(0. �J ADA PARKING SPACE (9 x 18') WITH CONNECTED AISLES SWTF VEGETATED STORMWATER TREATMENT AREA CONCRETE PATH + EXISTING DECIDUOUS TREE TO REMAIN EXISTING CONIFEROUS TREE TO REMAIN 00 EXISTING CONIFEROUS TREE TO REMAIN DIRECTION OF VEHICLE CIRCULATION i ce a- m m � of � Date Received JUL 2 8 2017 Original Subr lital LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 5-31-2017 + LANDSCAPE ARCHITECTS + SCHIRMER SATRE mg z 4 w W w a oc� � 0o 0 a-°'oaOfa: r wadi5ul9 w ZWC7r=0 60 1? 5 Z LO ti as o 2 ¢ U Z Z rnwz > ��=inZg� 00 0(q d W f..d W mL1y� N r' p�06Srr U0m r2rx Q? LA W X Wit x�n0� n.zrr4�wo car. W (6 _LL o�waw�w zc�iaoz�� r Q N O 0 J(n w5W Ow LD Q) _ d' L .� ZW a fn W to a S x co Lu UJ co N r 2 U '0 J��Zoo C v' G d' s- 2 W Z F W din z0 {ci _ wawmi �wW�rwy T U i -- ¢aiF0-- Ir W �} LoLC mam0=aa ru.0=at in eo B. rncn�as`t7r $ s � a A ATRE E- GON Z V W Ir Q .J W Lu ca \ (� 0 CL >= V)�w MWj I.i. V Q \ ii S W (L » W LL W tL 0 W SCALE. 1" = 30' - fY' 0 15 30 60 Revisions # Date Description Z F- w W 0 N W 47 U Cn m Icy N I-- co CA Z m w a V o C Y m d OO �> CL =. o L3mO TAX t T 2>� TAX 1 01 1900 TAX LOT 1800 �i4AP 17-03-15-40 (tt A - 17-03-15-40 17 AP 117-03-15-40 NANNEXc'`'`, IDR- v3iFiNIttEX D LDR ioi'IANsNEXE A' �' �P_ \ TAX LOT 11700 ,., 'Et"P17-03-15-40 �t LDR- UNANNEXED i 1 24' - sag 1 \i N89 b6 00 E 59.06 07,63' +moi ss- + / t �t ", �. o Us;£ i ' 1 i, t EA_ \ ! 20" C RE i7sD _!N. 1.. NC. 3 83 _ _ O O O O p0 \\ `. 0 AtNUT 20' f 7 ALSr'xy LOTt�.tc�l.� 1 + • WALNUTS R yTgAisus cLutPPr ,/ s-_. REEL INSTR. N0. 99061 e,\ e i'A 17- NE COUNTY DEEDS AND RECG2 SDR_ �..3r�ritNNEXED FIRE LANE ;tit �,t `�� o 24 \, GK {REQUIRED} a - zl- ev VS CK Q \ \ - o -t-�` i oO o E SE?,iENT FO WAY. ti f i $ C01 2TY DEEDS AhtD RECORDS ;t o r _ TAX OT 200 MARL 12' e O DRA e & C.RAt BO\a O Y PFAR v - [�A}' 17-0.'x-22 '`u9 -_ �R o V (\�Yj zs' \ o �e _..__ ..__ -.,. ��\•,, _`'\ ,/ TLP tGG.RA+ Psees � �� A o S, _ \ PLAY-- w LAY` 3s.MAPLE_ rt F i1% OO U 4 `� WALNUT or`'JP O 1 l``O '� � e �..9 MAPLE IBUII.tDING PLAY re a \ 1 / o $ l O / �' O HOUSE BUJLDING \ ' ♦ i \-----_._ S89'S6'0 'W 07.4 - - - - - - - - .� `1 .' o\ `�' �kw' SWTF �... 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C7 RB INLET STR C BG l._ W` s %l SIGNAL 'ftH T t. 434.6 ' iT STR - i 4' O Lf' €'+ UpR B X O 4' O ro CP O 4' S SiREk7 ' O 9.5"`- �O -Gii BOX / j{GEiT BOX O . �' 42 LIGHT X F £i LP O O L'GHT BOX wa U' 7W �' GV 'R LP/O•. tP + f 'GR£TE CU. AND GUTTER T .s GUAR42AiL t s Or'\ -`- r ( �' 4, 7g1FR BAR � I SDVH SDMH i SDVH SDMH Rift: 438,50' RIM, 448.49' 'jam Q(�' � RIM: 43&97 RIV: 439AV ` 4£. 430.05'{E}24° LE, 430.21'(EX)24- S C . JOSEPH P LF- C � y LE, 437,32'(EM£)24' LE -037.55'(£,11)24° N89°55'39"E 450.18' 431.87'(N)12" 432,451O12- 4�33Js+{SE} __ _ _ _ _43277{s}tz_ -432-35'(S)17_ "H 934' m R3s1 439,43" r L& 427.95(Ej8' GUTTER BAR l.E. 42 .70:(E)' 427,93'(lV}8` i 428k)8" 427,50'(N)75' 428.83'(S)8' I 427.40'(s)7e' OLP CONCRETE CURB AND GUrtER BENCH X11 MARK GV 1 CURB INLET t CURB INLET 1 GUEST O - SIGtir Box wy I) �(-- m m 00 \ z ►d GROUNDWATER PROTECTION DURING CONSTRUCTION 1. THE FOLLOWING REGULATIONS MUST BE OBSERVED DURING CONSTRUCTION: • DNAPL CHEMICALS ARE PROHIBITED AT THIS SITE. THE CONTRACTOR AND ALL SUBCONTRACTORS ARE REQUIRED TO PROVIDE THE OWNER'S ENGINEER WITH COPIES OF MSDSS FOR ALL CHEMICALS PROPOSED FOR USE ON-SITE PRIOR TO USE OR DELIVERY TO THE PROPERTY. BASED ON THESE MSDSS, THE ENGINEER WILL DETERMINE IF THE CHEMICAL IS APPROVED FOR USE ON THIS SITE (I.E., WHETHER OR NOT THE PRODUCT CONTAINS DNAPLS). THE ENGINEER MAY CONTACT THE SUB DRINKING WATER SOURCE PROTECTION COORDINATOR (541-7443745) WITH ANY QUESTIONS ABOUT EVALUATING PRODUCTS FOR DNAPLS. A COPY OF THE MSDS FOR ALL CHEMICALS USED ON THE PROJECT WILL REMAIN ON THE JOB SITE AS REQUIRED BY LAW. • ALL CHEMICALS USED DURING CONSTRUCTION SHOULD BE STORED IN ADEQUATE SECONDARY CONTAINMENT. • EQUIPMENT MAINTENANCE AND FUELING: PRECAUTIONS SHALL BE TAKEN TO PREVENT FLUID-CONTAINING EQUIPMENT LOCATED OUTSIDE FROM LEAKING, INCLUDING PROVIDING A DEDICATED AREA FOR FUELING AND MAINTENANCE OF EQUIPMENT. THIS AREA SHALL BE PREPARED AND MAINTAINED IN A WAY THAT PREVENTS SPILLS OR LEAKS FROM MIGRATING TO THE SOIL OR STORM WATER DRAINAGE SYSTEM. • NO FILL MATERIALS CONTAINING HAZARDOUS MATERIALS SHALL BE USED ON THIS SITE. 2. WELLHEAD PROTECTION SIGNS SHALL BE PLACED AT THE SITE TEMPORARILY DURING CONSTRUCTION AND PERMANENTLY AT EACH BUILDING AND ADJACENT TO THE SWALE(S). THE SIGNS ARE INTENDED TO ALERT CONTRACTORS, SUBCONTRACTORS, EMPLOYEES, TENANTS, AND OTHERS TO THE IMPORTANCE OF REPORTING AND CLEANING UP ANY SPILLS (SIGN STANDARD AVAILABLE). PLEASE CONTACT AMY CHINITZ (541-7443745) TO PURCHASE SIGNS DIRECTLY FROM SUB AT THE COST OF $15/SIGN. CONSTRUCTION NOTES 1. THIS SHEET SHOWS EXISTING CONDITIONS TO REMAIN AND NEW SITE IMPROVEMENTS. 2. EXISTING CONDITIONS INFORMATION BASED ON SURVEY BY ROBERTS SURVEYING, P.O. BOX 71555, EUGENE, OR, 97401. (541) 342-1112 3. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IN THE LAYOUT OF WORK PRIOR TO EXECUTION OF ANY WORK. 4. OWNER'S REPRESENTATIVE SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ANY SITE REVIEWS. 5. THERE SHALL BE REQUIRED REVIEWS BY OWNER'S REPRESENTATIVE PRIOR TO EXECUTION OF ANY WORK, INCLUDING AFTER STAKING & LAYOUT, PRIOR POURING CONCRETE, PRIOR TO BACKFILLING AND ROUGH GRADING. 6. PROVIDE SLEEVING UNDER HARDSCAPE TO ALL IRRIGATED LANDSCAPE AREAS. 7. SEE DETAILS FOR INFORMATION ON CONSTRUCTION MATERIALS AND INSTALLATION METHODS. 8. PROVIDE EXPANSION JOINTS (EJ) AT INTERSECTIONS, CORNERS, OR WHERE CONCRETE SLABS MEET WALLS OR OTHER STRUCTURES. 9. PROVIDE CONSTRUCTION JOINTS (CJ) BETWEEN ALL POURS. 10. ALL CONCRETE PAVING JOINTS NOT LABELED OTHERWISE ARE CONTROL JOINTS (SJ). 10. OMIT DOWELS AT EXPANSION JOINTS ABUTTING WALLS AND STRUCTURES. 11. ALL CONCRETE PAVING JOINTS SHALL BE EQUALLY SPACED BETWEEN SHOWN OR NOTED LIMITS, AND SHALL BE AT 90° ANGLES TO EDGES OF PAVEMENT AND OTHER JOINTS UNLESS OTHERWISE INDICATED. 12. ALIGN CURB AND GUTTER JOINTS WITH CONCRETE PAVING JOINTS WHERE ADJACENT. LEGEND - PROPERTY LINE (SUBJECT PROPERTY) PROPERTY LINE (ADJACENT LOTS) STANDARD PARKING SPACE (9'x 18') INCLUDES WHEEL STOP TO MEET REQUIREMENTS OF SDC 3.240(8)(0. 6 ADA PARKING SPACE (9'x 18') WITH CONNECTED AISLES W VEGETATED STORMWATER TREATMENT AREA CONCRETE PATH + EXISTING DECIDUOUS TREE TO REMAIN r EXISTING CONIFEROUS TREE TO REMAIN 00 EXISTING CONIFEROUS TREE TO REMAIN =�> DIRECTION OF VEHICLE CIRCULATION h[c coP Date Received JUL 2 3 2017 odyi 1Bl Subdittal LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 7-25-2017 + LANDSCAPE ARCHITECTS + SCHIRMER SATRE z 0 w �o1= Fs 0 0 aQa�0: wao��a w ZWZ�mo r s > D U t LL C Q z'aw�zz' t- c G9 w �, ® CO Op U z (o 0002 ISui aww� Wry ,n i�:fl _off V 4) �awmovl� zw_ U mOZ 2 c V W 4) <u 2T �wOwn 5 aNo w.0 � X W (if � ogw¢w�w _LL r E a N O O zv¢oa�i� J h y Z W '"7x N Tw5WR'ui N e1' 0 m to N !Vq w>w =� zwwaow�� \i :3 W (D CID L =>;,i3: 0 tf� E r 1 02zX #t 6-"szI '-' t to a-:lw<�w= t- w m = m ga��p��-� K CO cm Z � ma�n0 d �s .0 U3 M d s s O CIL Z � = cnrn�¢�c7r:- .)G 84 s � s t -I A TRE � /� GON x V Z O 0 NWN 1.i. o z j mi W a LL Z CL = Vi W♦A♦/w /�/ ■ W V Z EL J LL WW CO) W mi 0 W /L F- N SCALE: 1'= so' - 0" 0 15 ao 60 Revisions # Date Description CD Z LL! LI! 0 N Co � m U Ito N i` 3 Z m a - O cc Lu a o v o a o L3ml 9 naz osF 1. i X13 gv3sF ►-1 a ` gv35F �0- V zb S�- S� ~, �nnn C, A S�13gF 5&05 ",�1`� - JANITOR Nq 307 SF SCHIRMER HOUSE TEEN STORAG 354 SF ELEC ECH 164 SF 1164 SF 363 SF 7 - 'VEST SUITE GUEST SUITE= 413 SF.- LOUNGE F._ LOUNGE 385 SF IL 13 GUEST SUITE L 414 SF GUEST 0 SUITE L7 414 SF Tr .- FAMILY LOUNGE 1253 SF OFFICE 610 SF GUEST SUITE GUEST =SUITE[ 413 SF GUEST SUITE 414 SF GUEST SUITE[ .. 414 SF I CUES SUITE 414 SF GUEST SUITE 414 SF REC.� I LOBBY 222 SF 619 SF COUN VEST. 193 SF 161 SF rl co � (Q 44 co t7 Lb U) V d-.. q O 20 �m ARCH ITECTU R EN,t 1 `1 (Do $11�-7-0000gq-rf=)2 Pelt Lopme-+ I ssc�Ps Mubyt Date Received JUL 2 8 2017 Original Submittal � LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 7-25-2017 rri -F LANDSCAPE ARCHITECTS SCHIRMER SATRE! Z 0 w ww d } Fd -00 :0� �4LL,=�a Z,di, C7 f-=� ��iO�t=- O >OUI-tid wZOWO } ZdUZZtn (� d = N U Q mcsoaoa n to ap ¢� �raw�w� �awmocn� zw �Oco O� O z~_ W W a+ � X z W :0 H -V' ogwdw�w zU¢OZo,� O 00 (1>Z W N � z F _ w�alsw 4% z� war W coo r .SZ�,= ilii iJi Q w = wJz�r—d V ro iiic�a d � o c 0 U. � o =aozfIxr �caIrQ�Q� A' 84 tDN A TRE &r)lg G0N �i Age z O 0 W w O Z J 4 W LL. mi a (1) Z oC � � O CL = O I— a U) W mi LIMJ W V G. Z J = IL W U. t� O W I-- 1 s TIN 1/16 inch = one foot 0 8 16 32 Revisions # Date Description Z F W W v ti N 2 CIOo W � ti co Z m � W 0. 0 3 w O > IL o v 0 a s Al ■ 0 J