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HomeMy WebLinkAboutPlan, Tentative APPLICANT 6/12/2017L.,,EVERLY STREIET LLC tilTE PLAN R Bl�=VERLY ciPRINGFIELD, OREGON 97477 air.- s;LY STREET 541 WILLAMETTE STREET, SUITE 109 EUGENE, OREGON 97401 PHONE (541) 686-1807 CONTACT: NATHAN PHILIPS EMAIL: nathan@np-lic.com TSG ARCHITECTS + PLANNERS 132 EAST BROADWAY, SUITE 200 EUGENE, OREGON 97401 PHONE (541) 687-1010 FAX (541) 687-0625 CONTACT: KRISTEN TAYLOR EMAIL: ktaylor@tbg-arch.com BRANCH ENGINEERING INC. CIVIL ENGINEERS 310 5TH STREET SPRINGFIELD, OREGON 97477 PHONE (541) 746-0637 FAX (541) 746-0389 CONTACT: DAMIEN GILBERT EMAIL: damien@branchengineedng.com LANDSCAPE ARCHITECT 2150 UNIVERSITY STREET EUGENE, OREGON 97403 PHONE (541) 484-7367 FAX (541) 338- 8909 CONTACT: BRAD STANGELAND EMAIL: brs@stangelandiandscape.com ABBREVIATIONS @ AT BOT BOTTOM CLR CLEAR DN DOWN (E) EXISTING ELEC ELECTRICAL HT HEIGHT (N) NEW ROW" RIGHT OF WAY T.O. ' TOP OF TYP TYPICAL LION UNLESS OTHERWISE NOTED W! WITH NOTE: - SEE TOPOGRAPHIC SURVEY LEGEND FOR ADDITIONAL ABBREVIATIONS - THIS LIST IS INCOMPLETE, VERIFY UNLISTED ABBREVIATIONS WITH ARCHITECT BUILDING STRUCTURE GRID DETAIL REFERENCES LAND USE KEY NOTE KEY NOTE LEVEL TAG DWG. NO, X SHEET NO. X O XXX Affm'lWTffW4%fi7LF9W,A, T1 TITLE SHEET CIVIL Cl SITE ASSESSMENT OF EXISTING CONDITIONS C2 DEMOLITION PLAN C3 PROPOSED UTILITY PLAN C4 GRADING AND PAVING PLAN ARCHITECTURAL Al SITE PLAN A2 EXTERIOR ELEVATIONS LANDSCAPE L1 TREE REMOVAL SITE PLAN L2 PLANTING AND IRRIGATION PLAN 1 e, C�Py X11-11-000055-T�P�- 5�-�-e P1cr� Te�tr,�w NCt�l�c,�U�, P�i1G,pS N VICINITY MAP N.T.S. PROJECT DESCRIPTION: THE PRESENT REQUEST IS FOR SITE PLAN REVIEW APPROVAL OF A SPECULATIVE OFFICE BUILDING WITH THE ASSOCIATED SITE INFRASTRUCTURE, PARKING AND LANDSCAPING. THE PROPOSED ABOUT 18,244 SF BUILDING IS TWO -STORIES WITH EITHER A SINGLE TENANT OR MULTIPLE TENANT BUSINESS AND PROFESSIONAL OFFICE USES. THE TENANT(S) HAS NOT YET BEEN IDENTIFIED. THE PROJECT MAY BE COMPLETED IN TWO PHASES SO A PHASED SITE PLAN REVIEW IS PROPOSED WITH A PHASING PLAN: PHASE I, PARKING AREA AND PHASE Il, BUILDING. CONSTRUCTION TYPE: TYPE V -B FULLY SPRINKLERED OCCUPANCY GROUP: B'S SITE AREA: 53,143 SF (1.22 ACRES) ZONING: GENERAL OFFICE (GO) BUILDING CODE: 2014 OSSC ASSESSOR'S MAP & TAX LOT_ ASSESSOR'S MAP 17-03-27-22 TAX LOTS 200 AND 300 Date Received JUN 12 2017 Orr Submittal ARCHITECTS + P L A N N E R S 132 East Broadway, Suite 200 Eugene, Oregon 97401 p: 541.687.1010 f : 541.687.0625 AH E. LESS • tll UGENE, OREGON OF 0 TITLE SHEET PROJECT # 201605 DRAWN JM CHECKED KGTIJL DATE 06.12.2017 SHEET T 1 © COPYRIGHT 2017 by TBG Architects +Planners y\ x V Y,a /r� .. r „ „F•" Yom• :'.„'•• aw .' \.., ry�/ "`�� rte. w` f'„.+•`�Y''-,••"`'•.' r 4xSURVEY BY. - r BAKER AND ASSOCIATES, SURVEYORS 1347 MARKET STREET STORM MANHOLE,.w., < P•� ,Y'-" YY SPRINGFIELD, OREGON 97477 (541) 343-7243 RIM ELEV. 434.94 " YY 16" FL ELEV. 429.22 IN (S) 12" FL ELEV 429.46 IN (E) 30" FL ELEV. 428.99 IN (SE) 30" FL ELEV. 429.05 OUT (NW) ?f \ \ it ..... w i '" IZ { 1 �` � � CCC �., „.... fi'•• y��" {t OL OF DITCH„-,-.„,_,� - - . N 89'5932" E 20511 ... ... --- <<< PROJECT BENCHMARK #1 ?z ,� o.. ' `- ��� -. OF DI BOLT SE CNR SIGNAL POLE TOP ELEV. 435.03 ---. r 1189'43 00 4 0 e � f'� ` __ ��`� DRAINAGE EASEMENT PER STORM MANHOLE ( 3 ' DOCUMENT NO. 99043979 „... .� it :;s' e,z , �.'' i p.• •.e_r r � -� c� .,� ..,— — — — — — — — — — — — — RIM ELEV. 432.90 ” is ?.... o - - - - �- -1 10" FL ELEV. 429.80 IN (S) ACCESS EASEMENT PER " FL ELEV. 429.80 IN SW 04398 _ .. _ . -••.•• 10 ( ) n Z DOCUMENT NO. 99 �..... .... ...__ < 16" FL ELEV. 429.50 OUT (N) 24 _ — _ - - - - - -..:.-� �'""x-= = - ..._. _.. - - -�- - ---; NO 06 35 E `' i i :�:a:. „4^. \,,..mm\..,,.��`rr•^,,......,,,ti,i,.`' �i�' r• X20. DO :-w::: :_ .. _. - :. ;......__w........ Y. "....... .... r ' a i .................�[..`... `(} ------------ -- --- i mer• ff , ; w,. f lZ _ SANITARY MANHOLE RIM ELEV. 434.09 8" FL IN (E) 427.10 8" FL OUT (W) 42ZOO w. 100.02' ----------------------- AC PA VING TO BE REMOVED ri IE t it F, : t REMOVE ATREE I it fi i I OLD WELL „i r _ { & PUMP 411 r 15' it.� _E,, REMOVED ' — 29 FT EM,o•,VE J E7 Ivy I CURB ....:.,..J +�` T' TO 1`, ,. A 1 CURB '} .. i. ' t 0- w VES t G;� . __ EMO � TREF� 3 _ h I APPROXIMATE L OCA TION OF OLD WASTEWATER LINE r ' A { t F REMO VE REMOVE TREE SANITARY MANHOLE RIM ELEV. 433.91 8" FL IN (E) 427.40, 8" FL OUT (W) 427.30 1 �.... 100. 03' (Xi ElEC �..w......." _ — . ,. 0H EZ E„C r W / t i { � 128.48' �. REM E REMO VE REMO' } ;t CONC. TO REMOVED { it 1 { REMOVE TREES 24' 32' 8 FOOT SANITARY SEWER EASEMENT PER REEL 281D- RECEPTION NUMBERS 35456 & 35458 AND REEL 295D, RECEPTION NUMBER 62069 GARAGE TO BE ?EEMOVED TREE \c1 116' 24'# fr a SITE DATA ZONING GO - GENERAL OFFICE CURB .......................... �.............,x........... FENCE HARLOW RD EDGE OF AC PAVING _...... _._.... ..._._... ._._......_.. TOP OF SLOPE _..._ ............ __....... _..........._. SWALE BOTTOM EXISTING USES ,N p SINGLE FAMILY o STORMWATER MANHOLE 3 FLOODPLAEV AND FLOODIIAY FIRE HYDRANT Wcri I DARLENE AVE U 41039C 1133F, EFFECTIVE DATE: JUNE 2 1999, THIS P�ROrPrERT�Y ISOUTSIDE THE 500 YEAR FLOOD PLAIN. 4� WATER METER t TY, TELEVISION RISER SO "W N 20. 00' 20.00' ACCORDING TO THE SOILS SURVEY OF LANE COUNTY, It THE EXISTING SOILS ARE.- RE.(34) BENCHMARK SCOTTS GLEN DR 0 i ?, THIS SOIL HAS A SEASONAL HIGH WATER TABLE DEPTH OF 0. t} it (119) SALEM -URBAN LAND COMPLEX \ i i SHELLEY ST SANITARY MANHOLE RIM ELEV. 433.91 8" FL IN (E) 427.40, 8" FL OUT (W) 427.30 1 �.... 100. 03' (Xi ElEC �..w......." _ — . ,. 0H EZ E„C r W / t i { � 128.48' �. REM E REMO VE REMO' } ;t CONC. TO REMOVED { it 1 { REMOVE TREES 24' 32' 8 FOOT SANITARY SEWER EASEMENT PER REEL 281D- RECEPTION NUMBERS 35456 & 35458 AND REEL 295D, RECEPTION NUMBER 62069 GARAGE TO BE ?EEMOVED TREE \c1 116' 24'# fr SANITARY MANHOLE RIM ELEV. 433.80 6" FL IN (N) 428.44 N 8" FL IN (E) 428.36 8" FL OUT (W) 428.26 i • `• �. GRAPHIC SCALE 20 0 10 20 40 ( IN FEET LEGEND a SITE DATA ZONING GO - GENERAL OFFICE CURB .......................... �.............,x........... FENCE HARLOW RD EDGE OF AC PAVING _...... _._.... ..._._... ._._......_.. TOP OF SLOPE _..._ ............ __....... _..........._. SWALE BOTTOM EXISTING USES ,N p SINGLE FAMILY oVACANT STORMWATER MANHOLE 3 FLOODPLAEV AND FLOODIIAY FIRE HYDRANT Wcri I DARLENE AVE U 41039C 1133F, EFFECTIVE DATE: JUNE 2 1999, THIS P�ROrPrERT�Y ISOUTSIDE THE 500 YEAR FLOOD PLAIN. 10 WATER METER t TY, TELEVISION RISER SO "W N 20. 00' 20.00' ACCORDING TO THE SOILS SURVEY OF LANE COUNTY, LIGHT POLE THE EXISTING SOILS ARE.- RE.(34) BENCHMARK SCOTTS GLEN DR 0 i ?, THIS SOIL HAS A SEASONAL HIGH WATER TABLE DEPTH OF 0. t} (119) SALEM -URBAN LAND COMPLEX -o i SHELLEY ST �^ WEM EAD PROTECTION 1-105 126 AS ILLUSTRATED IN THE WELLHEAD PROTECTION Q ST LEGEND CONCENTRATION (99 YEAR TIME OF TRAVEL) FROM `Y '6'- FIRE HYDRANT WATERCOURSES ® } ACCORDING TO THE WATER QUALITY LIMITED ' BUS STOP WATERCOURSE MAP THERE ARE NO WATER VICINITY MAP QUALITY LIMITED WATER COURSES ON OR NEAR SCALE. 1 =1000' SANITARY MANHOLE RIM ELEV. 433.80 6" FL IN (N) 428.44 N 8" FL IN (E) 428.36 8" FL OUT (W) 428.26 i • `• �. GRAPHIC SCALE 20 0 10 20 40 ( IN FEET LEGEND SITE PROPERTY LINE SITE DATA ZONING GO - GENERAL OFFICE CURB .......................... �.............,x........... FENCE LDR - LOW DENSITY RESIDENTIAL EDGE OF AC PAVING _...... _._.... ..._._... ._._......_.. TOP OF SLOPE _..._ ............ __....... _..........._. SWALE BOTTOM EXISTING USES ,N p SINGLE FAMILY oVACANT STORMWATER MANHOLE FLOODPLAEV AND FLOODIIAY FIRE HYDRANT BASED ON FLOOD INSURANCE RATE MAP NO. U 41039C 1133F, EFFECTIVE DATE: JUNE 2 1999, THIS P�ROrPrERT�Y ISOUTSIDE THE 500 YEAR FLOOD PLAIN. 10 WATER METER t TY, TELEVISION RISER SO "W UTILITY POLE 20. 00' 20.00' ACCORDING TO THE SOILS SURVEY OF LANE COUNTY, LIGHT POLE THE EXISTING SOILS ARE.- RE.(34) BENCHMARK (34)COURTNEY GRAVELLY SILTY CLAY LOAM THIS SOIL HAS A SEASONAL HIGH WATER TABLE DEPTH OF 0. t} (119) SALEM -URBAN LAND COMPLEX THIS SOIL HAS A SEASONAL HIGH WATER TABLE i DEPTH OF >6. WEM EAD PROTECTION AS ILLUSTRATED IN THE WELLHEAD PROTECTION AREAS MAP, THIS SITE IS WITHIN THE ZONE OF ' CONCENTRATION (99 YEAR TIME OF TRAVEL) FROM `Y THE "SPORTS WAY" WELL. WATERCOURSES } ACCORDING TO THE WATER QUALITY LIMITED ' WATERCOURSE MAP THERE ARE NO WATER QUALITY LIMITED WATER COURSES ON OR NEAR 1.x\ . THE SITE. SANITARY MANHOLE RIM ELEV. 433.80 6" FL IN (N) 428.44 N 8" FL IN (E) 428.36 8" FL OUT (W) 428.26 i • `• �. GRAPHIC SCALE 20 0 10 20 40 ( IN FEET LEGEND TREE/SHRUB SITE PROPERTY LINE CURB .......................... �.............,x........... FENCE .: EDGE OF AC PAVING _...... _._.... ..._._... ._._......_.. TOP OF SLOPE _..._ ............ __....... _..........._. SWALE BOTTOM ' -HI-1i Ia,,S- —_-" ELEVATION CONTOUR — W iET S"VE-- CATCH BASIN STORMWATER MANHOLE WASTEWATER MANHOLE FIRE HYDRANT y> U WATER VAVLE 10 WATER METER t TY, TELEVISION RISER UTILITY POLE --•-�- SIGN LIGHT POLE BENCHMARK TREE/SHRUB die C�� �< <� Date Received 5 R� �40 &3 F Mtc%tvL JUS 12 2017 Original Submittal_ q1M ARCHITECTS +PLANNERS 132 East Broadway, Suite 200 Eugene, Oregon 97401 p: 541.687.1010 f : 541.687.0625 IED FIROFF �� s \-\ C, 1 N PF�`�'/Q� #62780PE f OREGON -U� Y 13, %IFN G\�O EXPIRES: JUNE 30, 2017 SITE ASSESSMENTi OF CONDITIONS PROJECT # DRAWN CHECKED DATE 201605 GAM DG 06.12.2017 SHEET ©COPYRIGHT 2017 by TBG Architects +Planners CONCRETE BUILDING S f E Who - a. w STORMWATER LINE .: CULVERT — _i" y I JNE; ­- w WASTEWATER LINE _----0fi•:::I. "' — - OVERHEAD ELECTRIC LINE ' -HI-1i Ia,,S- —_-" HIGH PRESSURE GAS — W iET S"VE-- WATER LINE die C�� �< <� Date Received 5 R� �40 &3 F Mtc%tvL JUS 12 2017 Original Submittal_ q1M ARCHITECTS +PLANNERS 132 East Broadway, Suite 200 Eugene, Oregon 97401 p: 541.687.1010 f : 541.687.0625 IED FIROFF �� s \-\ C, 1 N PF�`�'/Q� #62780PE f OREGON -U� Y 13, %IFN G\�O EXPIRES: JUNE 30, 2017 SITE ASSESSMENTi OF CONDITIONS PROJECT # DRAWN CHECKED DATE 201605 GAM DG 06.12.2017 SHEET ©COPYRIGHT 2017 by TBG Architects +Planners 100 CONTRACTOR TO REMOVE EXISTING TREE AND ROOT BALL. REMOVE ALL TREE ROOTS 1—INCH DIAMETER AND LARGER. BACKFILL WITH COMPACTED (90% OF MODIFIED PROCTOR) 3/4" MINUS CRUSHED ROCK. 101 REMOVE EXISTING BOULDERS FROM SITE. 102 SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT 103 REMOVE EXISTING CONCRETE SIDEWALK. SAWCUT OR REMOVE AT JOINT. 104 SAWCUT AND REMOVE EXISTING CONCRETE DRIVEWAY 105 REMOVE EXISTING TOPSET CURB 196 SAWCUT AND REMOVE EXISTING CONCRETE CURB. 107 CONTRACTOR TO REMOVE EXISTING BUILDING STRUCTURE ALONG WITH ANY FOOTING. BACKFILL WITH COMPACTED (90% OF MODIFIED PROCTOR) 3/4" MINUS CRUSHED ROCK. 108 DECOMMISSION EXISTING WATER WELL IN ACCORDANCE WITH OREGON DEPARTMENT OF ENVIRONMENTAL QUALITY REQUIREMENT AND OREGON WATER RESOURCES DEPARTMENT. (99—REMOVE EXISTING STORM CULVERT ONCE NEW STORM SYSTEM IS IN PLACE. 1 i 0 REMOVE EXISTING CATCH BASIN AND DISPOSE AT APPROVED DUMP SITE. 111 REMOVE EXISTING GATE AND FENCE. 112 ABANDON EXISTING WASTEWATER LATERAL IN PLACE. 113 PROTECT EXISTING STREET LIGHT. 114 PROTECT EXISTING POWER POLE. 115 PROTECT EXISTING CULVERTS. 116 PROTECT EXISTING FENCE. O—REMOVE EXISTING POWER POLE AND OVERHEAD POWER. COORDINATE WORK WITH SPRINGFIELD UTILITY BOARD (S.U.B.). NOTES 1. THIS DOES NOT CONSTITUTE A BOUNDARY SURVEY AND IS SUBJECT TO ANY INACCURACIES A SUBSEQUENT SURVEY MAY DISCLOSE. 2. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE BASED ON A COMBINATION OF VISIBLE FACILITIES LOCATED ABOVE GROUND, AS—GUILTS, AND UTILITY LOCATE MARKS. NO CERTIFICATION IS MADE TO ACTUAL LOCATION OF UNDERGROUND UTILITIES. TREE/SHRUB TREE SHRUB TO BE REMOVED i 1 SAWCUT LINE "t ! SITE PROPERTY LINE STORMWATER LINE CURB ...... ,_._............�.......... ......... FENCE WASTEWATER LINE EDGE OF AC PAVING OVERHEAD ELECTRIC LINE TOP OF SLOPE — SWALE BOTTOM ...... .... : ' , „ ELEVATION CONTOUR 1" CATCH BASIN r ' 2 x : ,x STORMWATER MANHOLE t WASTEWATER MANHOLE i FIRE HYDRANT WATER VAVLE TELEVISION RISER .\ SIGN U--.. SIGN �\01\ LIGHT POLE -Q� BENCHMARK TREE/SHRUB TREE SHRUB TO BE REMOVED i 1 CONCRETE "t ! BUILDING STORMWATER LINE CULVERT „_, ;n;==• _ :.:^,.»,,,,,,,,,,, ,,,,, WASTEWATER LINE -60' Rj.O.W. OVERHEAD ELECTRIC LINE „—"""„ HIGH PRESSURE GAS '£ .f:' . WATER LINE GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) NOTES EXISTING CONDITIONS MAP BY: BAKER AND ASSOCIATES, SURVEYORS Tanch1371 MARKET' STREET E"AG I N E E R � N G.a SPRINGFIELD, OR 97477 541-343-7243 Since 1977 civil • transportation structural • geotechnical i? ' ? ' ✓ / p."M�'="' SURVEYING 310 5th Street \h"\ Springfield, OR 97477 'tp: 541.746.0637 www.BranchEngineering.com Springfield OR i Salem OR /``'-\r„ ,g 'a..-v^hl, \``\� r, p„�`;� r r "'.,^�i•r' ,r''`" ,� �� bv� =Iv ,�"��\`\`moo , :..`v ,^,.r'' r.� ;�.,••` ". STOP LIGHTS e,:r •9 •"^""rte'~,.��"'^ ' :r."" STOF�M MMANHO F�� ®ate Received ELEV 43494 k ?t i 16" FL ELEV. 429.22 IN (S) "'! ^`^ "' ''�`y = : ? > JUN 12 2017 s, i 12" FL ELEV. 429.46 IN (E) `: '> ' "^ > ;' >?, � �' ;;ter i~t,'.—, }✓ }•: � i 30" FL ELEV. 428.99 IN (SE) } }�v j`� 30" FL ELEV. 429.05 OUT (NW) Original Submittal y • J3. � \J + ; Al " ..-•:f; .. .„,Y."' .`rhe 7'h� `+' tt } { ''"2•,�:`� i4 \ rf�„.,^ x` '•; r” Vyt ."•' �.,„;x,,� ` >. V^� "� �,✓'���, , w.. �� ! , t� '' ?i � j �'",' t ;t � '\.... �� ^^ N �,..w.�!""`� L � 1 t� ...,,! '� ' f !£ yt !`} .6. kZ i �`�, YCi / • 5j [[ : f'a"i `'3 {.'.,"i 7� ++�� ' t✓ k G Wi t� `PROJECT BENCHMARK a .,< t iz i' i �,„. :� ` ... ,. ..” r-' BOLT SE CNR SIGNAL POLE 1;i .` - `��� _.."" -- r" ti ELEV. 435.03 �., ' } i� tl _ _..-• _ --- - _ ' . _ �. „. " ~" " - } CULVERT , ,� •� .�,. _ ...,, ..� ,... ..,.,,„.. p,� �� � �,. ,...... • ::::;�;.,..�:..:.....„... �....__......„...._„,..,�....__..w..,..»_..... .„._...............„.,,........�,...m„„ ,....,.„....»......w., CULVERT • , STORM MANHOLE Z�y 1 15 RIM ELEV. 432.90 \ t^r w -- -- —<� `_ \ f } tZ IN=430.55 10” FL ELEV 429.80 ll S if\%a ..... ........._,> 105 FL OUT=430°<34' 10" FL ELEV 429.80 IN 3W) Ir 104. 16" FL ELEV. 429.50 OLq- (N) , 7 105 — — — .. _w,.... .. w.. ......m.— 102 m r _ • _ �' �„'.. <rv,.,.. ... : !''�� �� "..,' `«..., «..,Y....• ....... ...... ....... .... S:3L'1GX� f ,r' 'f' r� <� 'r,..:M °:,vr .,,•.,c. ";;,r;,._-,... 'V»t�,�...` ,M , r. V. ��....... ...... S>,�� l ,. x _ m 9 i _ EX. TORM G' TCH BASIN -- - -�•- - �- -='" — — — — =•• -�:.= — — -� == -x — —#'--. , °'=� ` 't RIM &LEV. 432 56 6" FL' 430.30 tN E ?. 102 " >} () 2 "" f 113, �• . ,,} i lxi�•� w1 rf.;r t ,r<x,.., .."'� s °".} Z ,J' s 'j,?' }`• 10 FL 430.30 +AUT (N) ;} 7 1 } ; �,� f^ 5, `........ 1 O6 `` i ;1} £ px_ 11 iG .;= £ ,� ".. _,....., . • „..�,S�,j •.•.,, "`w."...."."'' , !• I� „_...... ...... r 100 x = 103 , ; < S;y.f.,„~,`° ? �., :`"�,'• ay ,' \ Ivil }j ! '�� i` _ 110 ` ".� �; ,� t r✓: ✓ 100 \ t ✓ iE`' 111 » » .........................•,.•,....,,,.,,,,.,,,,,,,.......„ ............. e✓ •• ! f 1 ;SATE 100.........x Z 0 { I »t1\ ;. ,. 101 ai AUT g „_r APPROXIMATE LOCATION ....... t It » ✓' ,\ OF OLD WASTEWATER LINE f ” N. in 103 3 �, r r• ` � � i c 100 1• ', a• I , r\ C�^ X„ < ; }� }�,�iw 1 ; i i .. �I.$ta:s'ir>as"yftl,„5, ;,,.£�,ts?,,��'�...n�s <• r �` F`z ; t i �•. �w�"�.r`:'^,�'-'�'l�^.r i°^.: 03 �• s JY f 104 ,��� ..e112 „ ;x 3 GATE ✓� �a.... E 100 100 ! y... Al ,, � � r ,£ � ✓ �� v ��. r” i y.. ,ice t : ✓108 l £ .l ` �.. t'6i'� .... t ..� Q° r", 1 ... 106 �, t x L",: 100 ' �Q'. (E)WWI • (E:.)W _ t t •S SANITARY MANHOLE a RIM ELEV. 434.09 " 8" FL IN (E) 427.10 8" FL OUT (W) 427.00 100 a r` ,-01 II 117 _ 0 SANITARY MANHOLE RIM ELEV. 433.91 �y 8" FL IN (E) 427.40 8" FL OUT (W) 427.30 SANITARY MANHOLE 116 RIM ELEV'\4JJ.80 __... " �. •m,.. _.,,,.�� z �v . �;. 6 FL /N 428.44 .„~., ”" , .,..� _,........,.. _..._it I8" FL IN'; (E) 428.36 8" FL OUT (W) 428.26 �,." ...A'di<ty. .. . ,; :ta..avww,•.,.• ,..,., \\ ..,,,,.x..... k ,,,\. \ ?/ 3 W-—. n,..„,, ,.r all' „.Z.L..'L. ... .............. ............. ............. ............. Of',2t ELEC” 0° N° FOR SITE REVIEW dNLY NOT FOR CONSTRUCTION ARCHITECTS +PLANNERS 132 East Broadway, Suite 200 Eugene, Oregon 97401 p: 541.687.1010 f : 541.687.0625 �&� PROFFS C3 1 N F �Sj�� #62780PE r' OREGON t 3, IFN G\ EXPIRES: JUNE 30, 2017 DEMOLITION P 1 t PROJECT # 201605 0 605 DRAWN GAM CHECKED DG DATE 06.12.2017 SHEET C2 ©COPYRIGHT 2017 by TBG Architects +Planners -60' Rj.O.W. IL29 CURB TO CURB--%} =i i w , � .�. •�� 1 iI t=j tE ' �Q'. (E)WWI • (E:.)W _ t t •S SANITARY MANHOLE a RIM ELEV. 434.09 " 8" FL IN (E) 427.10 8" FL OUT (W) 427.00 100 a r` ,-01 II 117 _ 0 SANITARY MANHOLE RIM ELEV. 433.91 �y 8" FL IN (E) 427.40 8" FL OUT (W) 427.30 SANITARY MANHOLE 116 RIM ELEV'\4JJ.80 __... " �. •m,.. _.,,,.�� z �v . �;. 6 FL /N 428.44 .„~., ”" , .,..� _,........,.. _..._it I8" FL IN'; (E) 428.36 8" FL OUT (W) 428.26 �,." ...A'di<ty. .. . ,; :ta..avww,•.,.• ,..,., \\ ..,,,,.x..... k ,,,\. \ ?/ 3 W-—. n,..„,, ,.r all' „.Z.L..'L. ... .............. ............. ............. ............. Of',2t ELEC” 0° N° FOR SITE REVIEW dNLY NOT FOR CONSTRUCTION ARCHITECTS +PLANNERS 132 East Broadway, Suite 200 Eugene, Oregon 97401 p: 541.687.1010 f : 541.687.0625 �&� PROFFS C3 1 N F �Sj�� #62780PE r' OREGON t 3, IFN G\ EXPIRES: JUNE 30, 2017 DEMOLITION P 1 t PROJECT # 201605 0 605 DRAWN GAM CHECKED DG DATE 06.12.2017 SHEET C2 ©COPYRIGHT 2017 by TBG Architects +Planners WATER CONSTRUCTION NOTES 200 SPRINGFIELD UTILITY BOARD (S.U.B.) TO TAP EXISTING 6- WATERLINE WITH PROPOSED 4 - WATERLINE. )_J It PROPOSED 4" C-900 WATERLINE. 202 NEW WATER METER BY SPRINGFIELD UTILITY BOARD (S.U.B. ) Z*11 203 PROPOSED 1.5" DOMESTIC WATERLINE. 204 CONNECT TO PROPOSED BUILDING WATER SYSTEM. 205 PROPOSED BACKFLOW PREVENTER ENCLOSURE WITH 1.5" REDUCED PRESSURE BACKFLOW ASSEMBLY FOR DOMESTIC WATER AND 4" DOUBLE CHECK VALVE ASSEMBLY FOR FIRE PROTECTION. 206 PROPOSED 4" FIRE LINE. (0— PROPOSED 1/2" TRAP PRIMER WATERLINE. WASTEWATER CONSTRUCTION- NOTES Q300 CONNECT TO EXISTING 8" SANITARY SEWER LATERAL. 301 PROPOSED 4" SANITARY SEWER LINE. 302 PROPOSED SANITARY SEWER CLEANOUT 303 CONNECT TO PROPOSED BUILDING SEWER STORMWATER CONSTRUCTION NOTES (9>— CORE INTO BACK OF EXISTING CURB INLET AND INSTALL PROPOSED 8" STORMLINE 401 FURNISH AND INSTALL 8" STORM LINE. 402 FURNISH AND INSTALL 6" STORM LINE 403 PROPOSED STORMWATER CLEANOUT 404 CONNECT ROOF DOWNSPOUT TO PROPOSED STORM LINE. 405 FURNISH AND INSTALL 4" STORM LINE AND DIRECT TO WEEP HOLE IN EXISTING CURB 406 PROPOSED DETENTION POND WITH DRYSTACK MASONARY UNITS. TOP=433.00 BOTTOM=430.50 407 PROPOSED STORMWATER DETENTION CONTROL STRUCTURE WITH ORIFICE 408 PROPOSED STORM OUTFALL 409 PROPOSED 12" TRENCH DRAIN 410 PROPOSED DITCH INLET IN EXISTING DITCH 411FURNISH AND INSTALL 18" STORM LINE. 412 CONSTRUCT POURED IN PLACE FLAT TOP STORM MANHOLE OVER EXISTING CULVERT LIGHTING CONSTRUCTION NOTES 500 REPLACE EXISTING LIGHT FIXTURE WITH NEW CITY OF SPRINGFIELD APPROVED L.E.D LIGHT FIXTURE. LEGEND EXIS77NG PROPOSED SITE PROPERTY LINE - SS - WASTEWATER LINE TREE/SHRUB TREE/SHRUB TO BE REMOVED ............... CURB ..... .. . ..... FENCE FL EDGE OF AC PAVING 0 TOP OF SLOPE ..................... SWALE BOTTOM m...._............_..;;^................ ELEVATION CONTOUR Will CATCH BASIN t.A_ STORMWATER MANHOLE WATER LINE M WASTEWATER MANHOLE DOUBLE CHECK FIRE HYDRANT x/vy 1�", REDUCED PRESSURE WATER VAVLE TELEVISION RISER SIGN SIGN LIGHT POLE BENCHMARK TREE/SHRUB TREE/SHRUB TO BE REMOVED ............... CONCRETE W BUILDING FL FIRE WATER LINE 0 STORMWATER LINE 03 CULVERT WASTEWATER LINE OVERHEAD ELECTRIC LINE t.A_ HIGH PRESSURE GAS WATER LINE SD STORMWATER LINE W WATER LINE FL FIRE WATER LINE 0 STORM MANHOLE 03 STORMWATER DETETNTION CONTROL STRUCTURE DITCH INLET STORMWATER CLEANOUT WASTEWATER CLEANOUT M WATER METER DOUBLE CHECK DETECTIBLE VALVE/ REDUCED PRESSURE BACKFLOW ASSEMBLY 1,0* STOP LIGHTS STORM MANHOLE RIM ELEV 434.94 16- FL ELEV 429.22 IN (S) 12- FL ELEV 429.46 IN (E) 30- FL ELEV 428.99 IN (SE) 30" F 0 L ELEV 429.05 OUT (NW) rYM 4 �p r5 ;f C", 11 ,-'PkOJECT BENCHMARK //1 BOLT SE CNR SIGNAL POLE ELEV. 435.03 STORM MANHOLE RIM ELEV 432.90 10- FL ELEV 429.80 IN (S) 10- FL ELEV 429.80 IN (SW) 16- FL ELEV 429.50 OUT (N) EX. STORM CATCH BASIN RIM ELEV 432.56 6" FL 430.30 IN (E) 10- FL 430.30 OUT (N) DART MART SANITARY MANHOLE RIM ELEV 434.09 8" FL IN (E) 42Z 10 8- FL OUT (W) 427.00 NOTES 1. SEE ELECTRICAL PLAN FOR LIGHTING AND BUILDING SERVICES GRAPHIC SCALE 20 0 10 20 40 Mi 11111111110 IN FEET A C, _o`! f1 ry. Date Received JUN 12 2917 0qnal Submlttal_�� EIrG I N E E R I N G a Since 1977 civil - transportation structural - geotechnical SURVEYING ................ .................. 310 5th Street Springfield, OR 97477 p: 541.746.0637 ........... __­­­ ­ ­­­­ www.BranchEngineering.com Springfield OR I Salem OR SANITARY MANHOLE RIM ELEV. 433.80 6- FL IN (N) 428.44 8" FL IN (E) 428.36 8- FL OUT (W) 428.26 vas wk ffin, pewk ARCHITECTS +PLANNERS 132 East Broadway, Suite 200 Eugene, Oregon 97401 p: 541.687.1010 f 541.687.0625 PR #627 PE OREGON 13, EXPIRES: JUNE 30, 2017 I 4 UTILITY PLAN PROJECT # 201605 DRAWN GAM CHECKED DIG DATE 06.12.2017 SHEET �C3 @COPYRIGHT 2017 by TBG Architects +Planners GRADING & PAVING CONSTRUCTION NOTES fi00 PROPOSED AC PAVING fi01 PROPOSED STANDARD CURB fi02 PROPOSED CONCRETE SIDEWALK 603 PROPOSED CONCRETE ADA RAMP @4_PROPOSED CONCRETE DRIVEWAY PHASE 1: CUT=200 CY FILL=500 CY PHASE 2: CUT=O CY FILL=300 CY 1. THIS DOES NOT CONSTITUTE A BOUNDARY SURVEY AND IS SUBJECT TO ANY INACCURACIES A SUBSEQUENT SURVEY MAY DISCLOSE. 2. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE BASED ON A COMBINATION OF VISIBLE FACILITIES LOCATED ABOVE GROUND, AS—BUILTS, AND UTILITY LOCATE MARKS. NO CERTIFICATION IS MADE TO ACTUAL LOCATION OF UNDERGROUND UTILITIES. EXISTING TREE/SHRUB TREE/SHRUB TO BE REMOVED SITE PROPERTY LINE w......_ ............. _...............:::: CURB .\. .............................................. FENCE EDGE OF AC PAVING W. ... ..................... TOP OF SLOPE .... ... ...................... SWALE BOTTOM _...................... >,_';, ....................... ELEVATION CONTOUR (E:::............................. CATCH BASIN STORMWATER MANHOLE �? WASTEWATER MANHOLE FIRE HYDRANT _ WATER VAVLE TELEVISION RISER ;.,...: SIGN _ c i...._.. SIGN LIGHT POLE BENCHMARK TREE/SHRUB TREE/SHRUB TO BE REMOVED PROPOSED CURB CONCRETE A-1\ ADA RAMPS 0 ,'® I �` "\ 1,0W STOP LIGHTS ......... � RIM ELEV. 434:94 16" FL ELEV. 429.22 IN (S) 12" FL ELEV 429.46 IN (E) 30" FL ELEV. 428.99 IN (SE) 30" FL ELEV. 429.05 OUT (NW)f 1 f � "• �� •ta If, z! � f 4 a is 7 f i' ?{ PROJECT BENCHMARK jff, BOLT SE CNR SIGNAL POLE ELEV. 435.03 4 STORM MANHOLES RIM ELEV. 432.90 10" FL ELEV429.80 IN (S) aft 10" FL ELEV. 429.80 INS (SW)' 16" FL ELEV. 429.50 OUT (N) , V. , 5 EX. !TORM 04TCH BASIN— RIM &LEV 432+,56 6" FL' 430.30 W (E) 10"FLS 430. JO &UT (N) w SANITARY MANHOLE RIM ELEV. 434.09 T 8" FL IN (E) 427.10 \vI 8" FL OUT (W) 427.00 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) si�c Tt1y\tkA_kVC M F5 0� Date Received JUN 12 2017 original Submitial_M ranciLiL ENGINEERING- Since 1977 j civil • transportation t structural • geotechnical SURVEYING 310 5th Street ' Springfield, OR 97477 p: 541.746.0637 www.BranchEngineering.com Springfield OR I Salem OR / � 2 { SANITARY MANHOLE RIM ELEV- \433.80 6" FL Ik (l�Vy 428.44 8" FL k (E) 428.36 8" FL OUT (W) 428.26 ARCHITECTS +PLANNERS 132 East Broadway, Suite 200 Eugene, Oregon 97401 p: 541.687.1010 f : 541.687.0625 I NROF�`S`r� FF 02 #62780PE OREGON O9�✓& Y 13, IFN G�L� EXPIRES: JUNE 30, 2017 PAVINGGRADING & PROJECT # 201605 DRAWN GAM CHECKED DG DATE 06.12.2017 SHEET C4 11 © COPYRIGHT 2017 by TBG Architects +Planners CONCRETE BUILDING __�_.......,.Y.,.u."- 5?,?---------- STORMWATER LINE CULVERT _`W _ ' ,<? ' WASTEWATER LINE .%.' `:.1=° ............... OVERHEAD ELECTRIC LINE r.::> :'.: < ..................... HIGH PRESSURE GAS (E:::............................. WATER LINE PROPOSED CURB CONCRETE A-1\ ADA RAMPS 0 ,'® I �` "\ 1,0W STOP LIGHTS ......... � RIM ELEV. 434:94 16" FL ELEV. 429.22 IN (S) 12" FL ELEV 429.46 IN (E) 30" FL ELEV. 428.99 IN (SE) 30" FL ELEV. 429.05 OUT (NW)f 1 f � "• �� •ta If, z! � f 4 a is 7 f i' ?{ PROJECT BENCHMARK jff, BOLT SE CNR SIGNAL POLE ELEV. 435.03 4 STORM MANHOLES RIM ELEV. 432.90 10" FL ELEV429.80 IN (S) aft 10" FL ELEV. 429.80 INS (SW)' 16" FL ELEV. 429.50 OUT (N) , V. , 5 EX. !TORM 04TCH BASIN— RIM &LEV 432+,56 6" FL' 430.30 W (E) 10"FLS 430. JO &UT (N) w SANITARY MANHOLE RIM ELEV. 434.09 T 8" FL IN (E) 427.10 \vI 8" FL OUT (W) 427.00 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) si�c Tt1y\tkA_kVC M F5 0� Date Received JUN 12 2017 original Submitial_M ranciLiL ENGINEERING- Since 1977 j civil • transportation t structural • geotechnical SURVEYING 310 5th Street ' Springfield, OR 97477 p: 541.746.0637 www.BranchEngineering.com Springfield OR I Salem OR / � 2 { SANITARY MANHOLE RIM ELEV- \433.80 6" FL Ik (l�Vy 428.44 8" FL k (E) 428.36 8" FL OUT (W) 428.26 ARCHITECTS +PLANNERS 132 East Broadway, Suite 200 Eugene, Oregon 97401 p: 541.687.1010 f : 541.687.0625 I NROF�`S`r� FF 02 #62780PE OREGON O9�✓& Y 13, IFN G�L� EXPIRES: JUNE 30, 2017 PAVINGGRADING & PROJECT # 201605 DRAWN GAM CHECKED DG DATE 06.12.2017 SHEET C4 11 © COPYRIGHT 2017 by TBG Architects +Planners HARLOW ROAD INTERSECTION (E) ISLAND TO REMAIN tr rrw�c�, t rrimocv, STRIPED PEDESTRIAN CROSSWALK w - CONNECTING TO OREGON MEDICAL } W GROUP BUILDING Y ` - LOCATED DIRECTLY TO i - THE EAST i e i N PARTIAL SITE PLAN Q' 51101 29 1" = 20'-0" Za A ; A: 0 oym-Ni VEHICLE PARKING 30'-0" MAX BUILDING HEIGHT FOR A DISTANCE OF VEHICLE PARKING SPACES REQUIRED (SDC TABLE 4.6-2) 50'-0" NEXT TO RESIDENTIAL ZONE OFFICE USE t: 1: 300 SF GROSS FLOOR AREA SIGHT OBSCURING SLATTED CHAIN-LINK FENCE OR 18,244 SF / 300 61 SPACES TOTAL VEHICLE PARKING SPACES REQUIRED co Nm TOTAL VEHICLE PARKING PROPOSED 76 SPACES STANDARD (64%) 49 SPACES STANDARD (9'-0" X 18'-0" W/ 2'-0" BUMPER OVERHANG) f 00 r. ACCESSIBLE (9!-0"X 18'-0" W/ 2'4" BUMPER OVERHANG) 4 SPACES COMPACT (36%) 27 SPACES COMPACT (8'-0" X 18'-0") I °G N 1 0 COMPACT (8'-0" X 16-0" W/ 2'-0" BUMPER OVERHANG) 7 SPACES COMPACT (8'-0" MIN X 14'-0" W/ 2'-0" BUMPER OVERHANG) 9 SPACES COMPACT PARALLEL (9-0" X 24'-0" MIN) 3 SPACES BICYCLE PARKING BICYCLE PARKING SPACES REQUIRED (SDC TABLE 4.6-3) OFFICE USE 1 : 3,000 SF GROSS FLOOR AREA 18,244 SF / 3,000 7 SPACES 75% SHORT TERM 5 SPACES 25% LONG TERM 2 SPACES TOTAL BICYCLE PARKING SPACES REQUIRED 7 SPACES SHORT TERM SPACES REQUIRED 5 SPACES LONG TERM SPACES REQUIRED 2 SPACES TOTAL BICYCLE PARKING SPACES PROPOSED 8 SPACES SHORT TERM SPACES PROPOSED 6 SPACES LONG TERM SPACES PROPOSED iW - - PHASE I - y 30 D I ( v k TAX LOT 200 y 3 I w H $ 21 Iw Km 1OVdV= 1OVdWM 1OW01M JnVdV= i3VdV= 13VdWW IOWWOO _za- z - I (E)8'-0"WIDE `z W SANITARY > W . W . - . . z W - - - . W- SEWER PUE W`WWW`W`w° WBO W.V. ',`N.89 6150"Wy-`W `- 128.73' (E) SLATTED CHAIN LINK FENCE TO REMAIN e i N PARTIAL SITE PLAN Q' 51101 29 1" = 20'-0" Za A ; A: 0 oym-Ni VEHICLE PARKING 30'-0" MAX BUILDING HEIGHT FOR A DISTANCE OF VEHICLE PARKING SPACES REQUIRED (SDC TABLE 4.6-2) 50'-0" NEXT TO RESIDENTIAL ZONE OFFICE USE TRASH ENCLOSURE AREA TO BE SCREENED W/ U-0" 1: 300 SF GROSS FLOOR AREA SIGHT OBSCURING SLATTED CHAIN-LINK FENCE OR 18,244 SF / 300 61 SPACES TOTAL VEHICLE PARKING SPACES REQUIRED 61 SPACES TOTAL VEHICLE PARKING PROPOSED 76 SPACES STANDARD (64%) 49 SPACES STANDARD (9'-0" X 18'-0" W/ 2'-0" BUMPER OVERHANG) 45 SPACES ACCESSIBLE (9!-0"X 18'-0" W/ 2'4" BUMPER OVERHANG) 4 SPACES COMPACT (36%) 27 SPACES COMPACT (8'-0" X 18'-0") 8 SPACES COMPACT (8'-0" X 16-0" W/ 2'-0" BUMPER OVERHANG) 7 SPACES COMPACT (8'-0" MIN X 14'-0" W/ 2'-0" BUMPER OVERHANG) 9 SPACES COMPACT PARALLEL (9-0" X 24'-0" MIN) 3 SPACES BICYCLE PARKING BICYCLE PARKING SPACES REQUIRED (SDC TABLE 4.6-3) OFFICE USE 1 : 3,000 SF GROSS FLOOR AREA 18,244 SF / 3,000 7 SPACES 75% SHORT TERM 5 SPACES 25% LONG TERM 2 SPACES TOTAL BICYCLE PARKING SPACES REQUIRED 7 SPACES SHORT TERM SPACES REQUIRED 5 SPACES LONG TERM SPACES REQUIRED 2 SPACES TOTAL BICYCLE PARKING SPACES PROPOSED 8 SPACES SHORT TERM SPACES PROPOSED 6 SPACES LONG TERM SPACES PROPOSED 2 SPACES SITE AREA (TAX LOTS 200 & 300) EXISTING CONDITIONS TOTAL (E) IMPERVIOUS AREA TO BE REMOVED (E) BUILDING FOOTPRINT (E) CONCRETE AND ASPHALT PAVING TOTAL (E) PERVIOUS AREA TO BE REMOVED/REPLACED (THE (E) LANDSCAPE AREA IN THE (E) SLOUGH IS PROPOSED TO REMAIN) PROPOSED DEVELOPMENT TOTAL IMPERVIOUS AREA PROPOSED (N) BUILDING FOOTPRINT (N) TRASH ENCLOSURE (N) PARKING AREA AND WALKWAYS TOTAL PERVIOUS LANDSCAPE AREA PROPOSED (THE (E) LANDSCAPE AREA IN THE (E) SLOUGH TO REMAIN IS INCLUDED IN THIS PROPOSED AREA) V 53,143 SF 11,574 SF 1,174 SF 10,400 SF 41,569 SF 41,504 SF 9,122 SF 120 SF 32,262 SF 11,639 SF 6-0" 5'-0" TYP BICYCLE SPACE I TYP CLR TYP END SPACE a W N � TYP SPACE B/W HOOPSCL I TYP HITCHING I POST OR STAPLE RACK PER SDC FIGURE 4.6-B �TYP BICYCLE PARKING 1/4"=1'-0" 49 P� J 1. ALL PUBLIC IMPROVEMENTS MADE WITHIN THE PUBLIC R.O.W. WILL BE PRIVATELY CONSTRUCTED CONFORMING TO THE CITY OF SPRINGFIELD STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. IF REQUIRED, A PUBLIC IMPROVEMENTS PROJECT (PIP) APPLICATION WILL BE SUBMITTED UNDER A SEPARATE PERMIT. 2. IN COMPLIANCE WITH SDC 4.3-125, ALL NEW ON-SITE UTILITIES WILL BE PLACED UNDERGROUND. 3. REFERENCE CIVIL PLANS, FOR EXISTING CONDITIONS AND ALL GRADING AND DRAINAGE REQUIREMENTS. 4. ALL PROPOSED EXTERIOR LIGHT FIXTURES WILL BE SHIELDED AT THE TIME OF INSTALLATION SO THAT DIRECT GLARE AND REFLECTION ARE CONTAINED WITHIN THE BOUNDARIES OF THE PROPERTY, AND DIRECTED DOWNWARD AND AWAY FROM ABUTTING PROPERTIES AND PUBLIC RIGHTS-OF-WAY. 5. IN COMPLIANCE WITH SDC 4.4-105(G), A PERMANENT UNDERGROUND IRRIGATION SYSTEM SHALL BE PROVIDED FOR ALL NEW PLANT MATERIALS USED TO MEET LANDSCAPE STANDARDS, UNLESS WHERE PLANTED WITH NATIVE SPECIES OR PLANT COMMUNITIES. REFERENCE LANDSCAPE ARCHITECTURE DRAWINGS FOR DETAILS. 6. THE DETAILS OF THE SITE AND BUILDING SIGNAGE WILL BE SUBMITTED AS A SEPARATE SIGNAGE PERMIT IN COMPLIANCE WITH THE SIGN STANDARDS. 7. NO FILL MATERIALS CONTAINING HAZARDOUS MATERIALS SHALL BE USED OR PLACED ON THE SITE. 8. THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR ONGOING AND PERPETUAL MAINTENANCE OF THE PRIVATE STORMWATER FACILITIES ON THE SITE TO ENSURE THEY FUNCTION AS DESIGNED AND INTENDED, AND TO ENSURE PROTECTION OF GROUNDWATER RESOURCES. ANNUAL MAINTENANCE RECORDS SHALL BE KEPT BY REASONABLE REQUEST - NORMALLY WITHIN FIVE BUSINESS DAYS. ®— — — -- PROPERTY LINE — — — — — — — - (E) UTILITY EASEMENT BOUNDARY LINE, SEE CIVIL x x x — (E) FENCE TO REMAIN OJ(E) TREE TO REMAIN P -6 (N) BUILDING FOOTPRINT (N) CONCRETE WALKWAY (E) LANDSCAPE AREA, SEE LANDSCAPE LANDSCAPE AREA, SEE LANDSCAPE ON-SITE PEDESTRIAN CROSSWALK STRIPING (2) SHORT TERM BICYCLE PARKING SPACES (2) LONG-TERM BICYCLE PARKING SPACES PARKING LOT POLE LIGHT, 12' POLE HEIGHT TO MATCH EXISTING ADA PARKING AREAS WITH ASSOCIATED STRIPED LOADING ZONE, PAINTED PARKING SYMBOL, VAN ACCESSIBLE PARKING SIGN, ACCESSIBLE ROUTE AND TACTILE WARNINGS (E) POWER POLE, SEE CIVIL 9 all 11�. / (i) SDC 3.2-315 10'-0" MIN BUILDING SETBACK 0 SDC 3.2-315 5'-0" MIN PARKING AND DRIVEWAY SETBACK OSDC 3.2-315 30'-0" MAX BUILDING HEIGHT FOR A DISTANCE OF 50'-0" NEXT TO RESIDENTIAL ZONE O SDC 4.4-110 TRASH ENCLOSURE AREA TO BE SCREENED W/ U-0" SIGHT OBSCURING SLATTED CHAIN-LINK FENCE OR MASONRY WALLS. COVER, HYDRAULICALLY ISOLATE AND PLUMB TO SANITARY SEWER AS REQUIRED PER CITY CODE. DETAILS WILL BE PROVIDED AT THE TIME OF BUILDING PERMIT. POLICY 9.5 15'-0" MIN LANDSCAPE SETBACK NEXT TO RESIDENTIAL AREAS TO THE SOUTH (GATEWAY REFINEMENT PLAN) Date Receive JUN 12 2017 115plau ARCHITECTS + P L A N N E R S 132 East Broadway, Suite 200 Eugene, Oregon 97401 p: 541.687.1010 f : 541.687.0625 OWN LESS �,GON Z OF ooh PROJECT # 201605 DRAWN JM CHECKED KGT/JL DATE 06.12.2017 SHEET Al © COPYRIGHT 2017 by TBG Architects +Planners +/-34'-6" T.O. TOWER +/-28'-6" .� T.O. PARAPET _ 0'-0" T.O. SLAB +/-34'-6" T.O. TOWER T.O. PARAPET U-0. J14 T.O. SLAB +/-34'-6" T.O. TOWER +1-28'-6" T.O. PARAPET 0'-0" T.O. SLAB 1 WEST ELEVATION 3 SOUTH ELEVATION 1/8"=1'-0" ,�EAST ELEVATION v:. STUCCO SYSTEM, TYP ALUMINUM -FRAMED WINDOWS, TYP CANOPY, TYP AWNING, TYP MASONRY VENEER, TYP 1. ARCHITECTURAL ELEVATIONS, FINISHES AND WINDOW CONFIGURATIONS ARE PRESENTED SCHEMATICALLY FOR REFERENCE ONLY AND ARE SUBJECT TO CHANGES AT THE TIME OF BUILDING PERMIT SUBMITTAL. ALL CHANGES WILL MEET RELEVANT CODE STANDARDS. f,v 4� �jae) (��s A ELM Pq I GF q JUN 12 2017 original Submittal 40- n _ +/-34'-6" T.O. TOWER o. +/-28'-6" "T.O. PARAPET ot0'-0" T.O. SLAB ARCHITECTS + P L A N N E R S 132 East Broadway, Suite 200 Eugene, Oregon 97401 p: 541.687.1010 f : 541.687.0625 fH E. LESS �IGENE, OREGON OF Ogg PROJECT # 201605 DRAWN JM CHECKED KGT/JL DATE: 06.12.2017 SHEET A2 @G COPYRIGHT 2017 by TBG Architects +Planners BEVERLY STREET MEDICAL TREE REMOVAL PERMIT a:I�IB i0M This project includes two parcels of land on Beverly St., just south of Harlow Rd. in Springfield, OR. The map and taxiot numbers are as'fallows.- 17-03-27-22-00300 and 17-03-27-22-00200. The lots are adjacent to existing commercial and residential properties; and do not have significant slope. Some storm water conveyance ditches and culverts exist along the north and east sides of the property. There area total of 12 trees that will need to be removed in order to facilitate construction of proposed site improvements for this project. Tree species and sizes are noted on sheet L1 Tree. Removal Site Plan. The plant beds on site will be landscaped to: meet,or exceed code required plant counts and coverage where required. See sheet t 2 Planting plan. 5.13-225 Criteria The Director, in consultation with the Public Works Director and the Fire Chief shall approve, approve with conditions or deny the request based: on the following criteria: A. Whether the conditions of the trees with respect to disease, hazardous or unsafe conditions, danger of failing,; proximity to existing structures or proposed construction, or interference with utility services or pedestrian or vehicular traffic safety; warrants the proposed felling. The trees requested for removal are .in the path of prop€ased construction or are damagedand deemed hazardotm. See Tree loventory sheet LX Tree: Removal Plan for details. B. Whether the proposed felling is consistent with State standards, Metro Plan policies and City Ordinances and provisions affecting,the environmental quality of the area, including but not; limited to, the protection of nearby trees and windbreaks; wildlife; erosion, soil retention- and etentionand stability; volume of surface runoff and water quality of streams; scenic quality; and geological sites. C. Whether it is necessary to remove trees in order to construct proposed improvements as specified in;an approved development plan, grading permits and construction drawings. The trees:noted are in, the path of construatlon or are €aa,maged and deetbed ha zardbu% D. In the event that no Development Pian has been approved by the City, felling of trees will be permitted on a limited basis consistent with the preservation of the site's future development potential as prescribed in the Metro Plan and City, development regulations, and consistent With the following criteria. N/A 1. Wooded areas associated with natural drainageways and waterareas shall be retained to preserve riparian habitat and to minimize erosion; 2. Wooded areas that will likely provide attractive on-site views to occupants of future developments shall be retained; 3. Wooded areas along ridge lines and hilltops shall beretained for their scenic and wildlife value; 4. Wooded areas along property lines >shali be retained to serve as buffers from adjacent properties; S. Trees shall be retained in sufficiently large areas and dense stands so as toensure against windthrow;. 6. Large-scale clear -cuts of developable areas shall be avoided to retain the wooded character of future, building sites, and so preserve: housing and design options for future, City residents. E. Whether the applicant's proposed replanting of new trees or vegetation is an adequate substitute for the treesto befelled. The,resl€adi ed: landscape area will be landscaped to currerat<Chy cif S:pripgaiold standa?frds per 4.4-105 F, Whether slash left on the property poses significant fire hazard or liability to the City; 'Tree, doOT!s shall be rett£oved s��€ta Lite sit"'O 6.Whether the felling is consistent;with the guidelines specified in the Field Guide to Oregon' Forestry Practices Rules published .by the:State& Oregon, Department of Forestry, as they apply to the northwest Oregon region. Tree. removal slha.11 be carried out in aecortdlence ta.thalio-e guidelines. H. Whether transportation of equipment to and equipment and trees from the site can be.accompiished without:a major:disturbance to nearby residents. ,access to the site is via establishe t,roadways and will not require disturbance to adjacent prpperties APLE REMOVED MAPLE lE REMOVED Ir "ASH TO 8E REMOVED =MOVED SEE PLAN " SIZES AND TYPE. Rt 60 P� 8lt-�1-000055~TV2 S��e P i an i e�rtat��-e Nc�w� ph;1�P5 �goF�l Date Ali , JUN 12 2017 • j o -,474e, 71111F� ® Z Zv W o ~ a U U �. W co Q°> a J rn Ca 0 U O Vo Wc ~ � � o c c CO co Z'1/1 = :3 ch rn W I 1 m as 0)0) <Y Q M CO� co W �Q `d V OO �ptF1 � a- N LL W > TREE REMOVAL SITE FLAN date 6,12.11 db. M,AM dwe. rev. TOP OF BANK (EX) + + + + + r + + + r + + + + + + + + + + + + + +.+ + ++ + + + # + + + + + ♦ + + . +,+,+,+,+ + + J .. + # r + . . . + + . + 4 + + + r .+ . . . . # . + # . + + + r + + + + + + 4 J + + + + + f + + a + + . # + . + . + . + .+,+++++.++++ + '-� i i + # # #+4+4 4 +4*# t##++ + +.#.#J#.###+ti++##+##+++. .++++;4 #a+ - ++;++ # #+#+#4+r++'}J*#*#t#*J+# *+#*#+#+' ` E• 4 + + + + + + r + + + r r + + + + + r + + + r . + + + + r . 8 # + 4 + . . r + + + +e . # + + + + r # + + + + + + + + + + + + + + . + + + + + . + ++.++ r + +• r+++++++++++++++++ EXISTING VEGETATION iN SLOUGH TO REMAIN ++f++++++ + + + ++++♦++'++a++ +r+++++++♦++ r a a a a Y . + 4 . a . s + + . # + + + + . + . . a . + + . + + + + ♦ �� + r . . + + ♦ . . . . . . . . . . + + .r+ -::+ f + + f . + . . . J + + . f . # . + a . a . . a . + a + a + + + + a :+++ + a a + # # # + + + + +. .+ . . ++++#+#.+++r#+#+++4+ . . r + + + + r .. + ++ a + r + + + J + + + + + + + + + + + + + + + + + # + 7� -+++++++ J + J + + + + # + + + a ♦ # + + + . + . + + + a + r ♦ + # + + # +++++'+ + ' + # # J� LL W Prunus laurocerasus 'Zabellana' ) Acer rubrum 'Oatober 61ory' TM 17) Prunus laurocerasus 'ZabeUana' 7) Cornus saricea 'Kelseyi' FWACv. 35) Cornus serlcea 'Kelseyl' 17) Penntsetum alopecuroldes 'Hameln' 20 Penntsetum alo ecuroldes 'Hameln'\Y 7�'^�._ i—�2) Prunus laurocerasus 'Zabeilana' �� � °°°'e �a � � 'k+l� 'til► �wF� aaa ar:. ■�. ane r a caa ani nor Viburnum davidil Mon Al2:12) Prunus laurocerasus 7abellana' - • ta. 5) Pannizetum alopeavroldes 'Hameln' ALL STREET R■r .r. TRE • Rp ... PLANTED �i ACCORDING TO CITY OF .:I I SPRINGFIELD DEPT. OF Rd Viburnum davidil (14>--� 90 PUBLIC WOWCS STANDARD 61 DRAWIW-,S 2-1 AND 2-2 �<Viburnum davIdIl !9) 16) PennIsetum alopadvroldes 'Hameln' Prunus laurocerasus 7abolland 1 l 7ga an. �I. IRRIGATION13ACKFLOW PREVENTER,LOCATION IS DIAGRAMMATIC IRRIGATION ZONE VALVE$. .�. ,A a iec r r -- LOCATION 15 DIAGRAMMATIC. Prunue laurocerasus ii ,� '<.j''. rZc>= <rZc•�`r: al•j r'T Te'. c:zi a'Ei:=' szo!•k^ O.r. •r. �. .e. r. .re .ee. ar. .. l. ■Oa .�. ane aQa ada iGa aRa �Ci aQa� a0a 70a aflG ■'f Ina �17a 7�a �Oi al..6. IJf R.IC \■. R!� Ry► V!� R■e RYr vp Rp �■� R■r •W' �tl( R■/ RyC }■i R!! RSI i■. 8*� '� 4 IRRIGATION CONTROLLER, POST MOUNT. PROVIDE EX. WOOD FENCE TO WEATHERPROOF OUTLET REMAIN TO SATISFY Sarcoaocca hookerana humilis (26 SCREENING }�QUIREMENT Polystichum munitum (18 Viburnum davidli (20 Prunus laurocerasus 'Zabeltana' (35 5) Carpinus betulas 'Pastigiata' ,C 1,126 sf) Turf Seed Drought Tolerant Dwarf Pescue Blend LANDSCAPE AREA CALCULATIONS REQ'D PROPOSED TREE PLANTING: ro ro SHRU5 PLANTING: 30 (o0 (Per SDC 4.4-105 (E), 3.2-315: Two trees and 10 shrubs per 1000 sci ft planting area) PARKINC LANDSCAPE AREA (Per SDC 4.4-105 (1=): 1 canopy tree and 4 shrubs per 1000 sq. ft. parking planting area) REQ'D PROPOSED TOTAL PAWING AREA LANDSCAPE "1499 SQ. FT. TOTAL PARKING CANOPY TREES S 9 TOTAL PARKING SHRU55 32 49 AIIIIIIISM is CNIVENIQUo"CAIM NOT 1. VERIFY LOCATIONS OF EXISTING UNDERGROUND UTILITIES PRIOR TO EXCAVATION. REPAIR ANY DAMAGE TO EXISTING UTILITIES, PiMS, OR RELATED FACILITIES AT CONTRACTORS EXPENSE AND IN A MANNER APPROVED BY LANDSCAPE ARCHITECT. 2. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES iN THE LAYOUT OF WORK PRiOR TO EXECUTION OF ANY WORK 3. LANDSCAPE ARCHITECT SHALL 5E NOTIFIED -12 HOURS IN ADVANCE OF ANY SITE REVIEWS. 4. PROVIDE SLEEVING UNDER HAROSCAPE TO ALL IRRIGATED LANDSCAPE AREAS. S. THERE SHALL BE REQUIRED REVIEWS BY LANDSCAPE ARCHITECT OR OWNERS REPRESENTATIVE PRIOR TO EXECUTION OF ANY WORK, INCLUDING AFTER STAKING t LAYOUT, PRIOR TO CUTTING OR POURING CONCRETE, PRIOR TO BACKFILLING AND ROUGH GRADING, IN ADDITION TO REVIEW OF ALL REQUIRED SLEEVING. 6. BASE INFORMATION WAS PROVIDED 5Y TBG ARCHITECTS AND PLANNERS, INC. STANGELAND AND ASSOCIATES, INC. HOLDS NO 05LIGATION TO VERIFY AND / OR ADJUST BASE INFORMATION. 1. LOCATION OF PROPERTY LINES AND CORNERS ARE THE RESPONS151LITY OF PROPERTY OWNER, CONTRACTOR, OR SURVEYOR. STANGELAND AND ASSOCIATES, INC. HAS NO RESPONS151LITY FOR THEIR LOCATION. 0. IMMEDIATELY NOTIFY ARCHITECT AND LANDSCAPE ARCHITECT OF ANY ITEM(S) DISCOVERED DURING SOiL DISTURBANCE THAT MIGHT 5E CONSIDERED A HISTORICAL ARTIFACT. S. PLANTING PLAN IS CONCEPTUAL. EXACT PLANT SIZES AND SPECIES/CULTIVARS MAY CHANGE AT THE TIME OF BUILDING PERMIT SUBMITTAL IN COMPLIANCE WiTH APPLICA5LE CiTY CODE STANDARDS. `" _U 5tormwater Paoi1i4 Mix �) - - azure seAea. eta .sane - a:.em - -awe -mems - —(22) Penntsetum alopecuroldes 'Hameln' Pennisetum alopecuroides 'Hameln' (1Ir- 23 0 Viburnum davidii Penntsetum alopecuroides 'Hameln' NOTE: PROVIDE SLEEVING UNDER HARDSCAPE TO ALL IRRIGATED LANDSCAPE AREAS. PROViDE HEAD TO HEAD COVERAGE. IRRIGATION SYSTEM TO 5E INSTALLED IN ALL DESIGNATED LAWN AND PLANT 5ED AREAS INDICATED ON THE PLAN. THE IRRIGATION SYSTEM NEED NOT PROVIDE WATER TO UNPLANTED AREAS. IRRIGATION TO BE AUTOMATIC ELECTRIC SOLENOID CONTROLLED UNDERGROUND SYSTEM. LOW WATER CONSUMPTION SYSTEMS ARE ENCOURAGED, INCLUDING THE USE OF WEATHER TRACKING CONTROLLERS AND DEVICES. THE IRRIGATION SYSTEM SHALL 5E MAINTAINED AND OPERATED IN A MANNER THAT PROMOTES THE HEALTH AND APPEARANCE OF THE PLANTS WHiLE MINIMIZING WATER USE AND AVOIDING EXCESSIVE WATER RUN-OFF. CONNECT IRRIGATION SYSTEM TO MUNICIPAL WATER SOURCE (LOCATION PER LANDSCAPE ARCHITECT a OWNER) WITH MAIN SHUT-OFF VALVE, 5AC1c:FLOW PREVENTION DEVICE, AUTOMATIC CONTROLLER (WEATHER PROOF LOCATION PER LANDSCAPE ARCHITECT t OWNER), ELECTRIC REMOTE CONTROL VALVES (RAINBIRD M5 -PRS SERIES OR APPROVED), WiTH POP-UP SPRAY SPRINKLERS (RAINBiRD 1800 SAM SERIES OR APPROVED), AND/OR APPROVED ROTOR HEADS. INSTALL 12" POP -UPS IN SWR15 BEDS, 6" POP -UPS IN TURF AREAS. ALL VALVES TO 5E LOCATED iN UNDERGROUND VALVE 50X (CARSON OR APPROVED). LOCATE VALVE 50XES IN SHRUB AREAS. WEATHER TRACKING CONTROLLER TO 5E HUNTER PRO -C CONVENTIONAL SERIES WITH SOLAR SYNC MODULE OR ET SYSTEM, OR APPROVED EQUAL. Cornus seriaeo 'Kelseyl' i Deschompsla cespitoso '6oldtau' PLANT 5r.Hr-DULE PHASE OTY BOTANICAL NAME / COMMON NAME CONT • 12 Acer rubrum 'October Glory' TM / October Glory Maple 2" Cal. • 5 Carpinus betulus 'Fastigiata' / Pyramidal European Hornbean 2" Cal. SI USS 0TC 50TANICAL NAME / COMMON NAME DONT SI Cornus serlcea 4Gelse9i' / Kelseyi Dogwood 5 gal 56 Deschampsia cespitoso 'Goldtau' / Gold Dew Tufted Hair brass 1901 q7 Pennisetum alopecuroides 'Hameln'/ Hameln Dwarf Fountain brass I gal 64 Prunus laurocerasus 'Zabeliana' / Zabel Laurel 5 gal ' 60 Viburnum davidil / David Viburnum 5 gal STORIVI ATER OTC 50TANICAL NAME / COMMON NAME CONT SPACING 66 1 Stormwater Facility Mix 4"pot 12" ox.. Equal quantities of Carex obnupta, .Junaus effusus, .uncus patens. Intermix equally at planting. PLANT SGHEEDULE PHASE 2 51REET TREES OTY BOTANICAL NAME / COMMON NAME CONT + 5 Carpinus betulue 'Fastigiata' / Pyramidal European Hornbean 2" Cal. 5HRU-5-5 OTY BOTANICAL NAME / COMMON NAME CONT 66 Penntsetum alopecuroldes 'Hameln'/ Hameln Dwarf Fountain Grass I gal c 15 Polystichum munitum / Western Sword Fern I gal 25 Prunus laurocerasus 'Zabeilana' / Zabel Laurel 5 gal 26 5araococca hookerana humilis / 5weet Box 1901 441 Viburnum davidii / David Viburnum 5901 50D/5EE12 OTY BOTANICAL NAME / COMMON NAME CONT 5PACING rrrr 1,126 of Turf Seed Drought Tolerant Dwarf Fescue 51end seed rrrrrrr PLANT 81111101 AN" - CLEAN AREAS COMPLETELY Or- ALL EXISTING: CONCRETE, PATHS, PIPING, SRiGG, BASE ROCK ETC. AND/OR OTHER EXISTING CONSTRUCTED ELEMENTS. REMOVE ALL EXISTING BRUSH AND PLANT MATERIAL UNLESS OTHERWISE NOTED ON SITE PLAN. EXCAVATE APPROX. 12" EXISTING SOiL iN ANTICIPATION OF INCREASED SOIL VOLUME BY ADDED AMENDW BLENDED IX OF 8"�STEIFY ER TILL SUBGRADES. ANURE AND 8 SAND AND TILL LTiLL IN PER ' MANUFACTURERS SPECS INTO AMENDED SOIL. PLAN FOR SO% SETTLINGS AND COMPACTION OF NEW MATERIALS. MULCH WiTH 4" GARDEN COMPOST. ALL PLANT BEDS TO BE IRRIGATED PER IRRIGATION NOTES. SEE PLANT SCHEDULE FOR QUANTITIES. IRRIGATION MAINLINE i i*" UNLESS NOTED OTHERWISE ® BACKFLOW PREVENTION DEVICE O IRRIGATION VALVE MANIFOLD LOCATE PER PLAN — — --ro, —, IRRIGATION SLEEVES, (4) 4" SC4 40 LOCATE PER PLAN Pin &= CHAPeT PVC SCHEDULE 40 PLASTIC PiPE CPM --.SIZE 1-10 3/4" tt-t6 t" 11-26 11/411 21-35 1 1/2" 36-55 2" 56-90 21/2" 1 1 V I 5 NA -r6Rk# u hvfl 01 q 0� Date Received JUN 12 2017 Ol iginal Submiifal _. © 2016, bT 4 ASS= INC. ® z CD V W o C 00 o 4<z 0)v ai ®.1® W O cu CO V •� vi V 0 10 U O� CO N= ��� =M0) 0� N U wr-co �� Q d M Co Vim' _@ N y W L 0 Q �_coE Nau_W_3 PLANTING AND IRRIGATION PLAN data ro.122011 d.b. MAM dwg. rev. LM 2