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HomeMy WebLinkAboutPlan, Tentative APPLICANT 10/25/2018rq a. n 0 It N co a N Q r JASPER JUNCTIOK F,A'164 Jasper Road, Springfield, Oregon 97471?, Tax Map and Lot 0 1 � PROJECT SITE VICINITY MAP NTS OWNER/APPLICANT JAMES R. CHALLIS LIVING TRUST 64390 AIRPORT LANE LA GRANDE, OR 97850 (541) 786-0353 CONTACT: JAMES CHALLIS, TRUSTEE CHALLIJ@EOU.EDU PLANNER/LANDSCAPE ARCHITECT SCHIRMER SATRE GROUP PLANNERS, LANDSCAPE ARCHITECTS & ENVIRONMENTAL SPECIALISTS 375 WEST 4TH AVENUE, SUITE 201 EUGENE, OREGON 97401 (541) 686-4540 - FAX (541) 686-4577 CONTACT: RICK SATRE, AICP, ASLA, CS! rick@schirmersatre.com CIVIL ENGINEER BRANCH ENGINEERING, INC. 310 FIFTH STREET SPRINGFIELD, OREGON 97477 (541) 746-0637 CONTACT: NATHAN PATTERSON, PE nathanp@branchengineering.com SURVEYOR BRANCH ENGINEERING, INC. 310 FIFTH STREET SPRINGFIELD, OREGON 97477 (541) 746-0637 CONTACT: DAN NELSON, PLS dann@branchengineering.com STRUCTURAL ENGINEER BLUE EAGLE ENGINEERING 69631 SUMMERVILLE ROAD SUMMERVILLE, OR 97876 (541) 786-3547 CONTACT: LES TIPTON EAGLE@OREGONWIRELESS.NET BUILDING DESIGNER WORKABLE DESIGN PO BOX 101 COVE, OR 97824 (916) 801-8936 CONTACT: RALPH EDWARDS RALPH@WORKABLEDESIGN.COM SCHEDULE OF DRAWINGS SITE PLANS 1-1.0 COVER SHEET 1-2.0 EXISTING CONDITIONS L3.0 SITE PLAN L4.0 LIGHTING PLAN L5.0 PUBLIC IMPROVEMENTS PLANTING PLAN L5.1 PLANTING PLAN L5.2 PLANTING LISTS CIVIL PLANS C1 UTILITY PLAN C2 GRADING AND PAVING ARCHITECTURAL PLANS Al A2 FLOOR - 2 A3 ELEVATIONS A4 � .. A5 °DIaFl4.``AiiXj°,..•`.4 x�e� BUILDINGS F- G- H& I- J A7 BUILDINGS K - L - M w U, � *� r� F,, f z O Q w a wa�o��a r tt'.SsF,.f >5 5 ..y.s£' a.. ? )' r A + ¢. f . ! _effly , Ps h# d € "_tt'Fi ».; to is <, *�; `' ttit_ ",< d a? Raul a wOa f.°. „e cs w z y 0 t r €,Y# €artslrr View Mg{�q y�pyjq jj { -:.tSjACdiRa R3C�4-�.Fi Platiet Fitness _. . O� zw i �' Q± to a OwOOa 111 X azE- o czai�o�ozQ 0.6 W.. LL w�� -w% w� 0 o r-o0ZZNWa N a o� awntiouses " W cf) SU' stn ILI o0 +S. r jyN�zoo 0w�z�zx Wn-WQOwd i C 3 �¢(a0 t012.tKQ�intx- 9 • • D M. SATRE E- re OREGON V 04v A. 7 A"��A ~ W Z 0 UJI -- Z z z 0 ®y WX Bloc:-'ef Noy 0 J ua W U. z R # Date Description N s A ;fi Cou try "I'41a o ; X01 L � Cy Y2t N ridgy 3?"`ile`e- sa" i'trx i u 05 0 E z m - { (D c ri<117` ac v m m m u o a o v o a 0 u Ll rn wu Iaa fir�> P �3aew .i tai ifi 3'4ai feu lis. y Douglas Gardens 4 d D, Elementary School C lC la Scs`S {IE'tSS Park t1reth St, M1 Vernort 7 r � ui f 1 f`€1ary ..� u01 ' .�'"><'3s`tC*£ tam Hall o{ ;;s !s Park Ja§per Road -"r elhea PiFri - 'ashkin GmA rjr :. g_ w ''aE.C::3;s cento i'lap r Rd jasper Rd 9<� Ladle ed Far ur�e� �r� Basics w Of 111e word :. f:ell �: VICINITY MAP NTS OWNER/APPLICANT JAMES R. CHALLIS LIVING TRUST 64390 AIRPORT LANE LA GRANDE, OR 97850 (541) 786-0353 CONTACT: JAMES CHALLIS, TRUSTEE CHALLIJ@EOU.EDU PLANNER/LANDSCAPE ARCHITECT SCHIRMER SATRE GROUP PLANNERS, LANDSCAPE ARCHITECTS & ENVIRONMENTAL SPECIALISTS 375 WEST 4TH AVENUE, SUITE 201 EUGENE, OREGON 97401 (541) 686-4540 - FAX (541) 686-4577 CONTACT: RICK SATRE, AICP, ASLA, CS! rick@schirmersatre.com CIVIL ENGINEER BRANCH ENGINEERING, INC. 310 FIFTH STREET SPRINGFIELD, OREGON 97477 (541) 746-0637 CONTACT: NATHAN PATTERSON, PE nathanp@branchengineering.com SURVEYOR BRANCH ENGINEERING, INC. 310 FIFTH STREET SPRINGFIELD, OREGON 97477 (541) 746-0637 CONTACT: DAN NELSON, PLS dann@branchengineering.com STRUCTURAL ENGINEER BLUE EAGLE ENGINEERING 69631 SUMMERVILLE ROAD SUMMERVILLE, OR 97876 (541) 786-3547 CONTACT: LES TIPTON EAGLE@OREGONWIRELESS.NET BUILDING DESIGNER WORKABLE DESIGN PO BOX 101 COVE, OR 97824 (916) 801-8936 CONTACT: RALPH EDWARDS RALPH@WORKABLEDESIGN.COM SCHEDULE OF DRAWINGS SITE PLANS 1-1.0 COVER SHEET 1-2.0 EXISTING CONDITIONS L3.0 SITE PLAN L4.0 LIGHTING PLAN L5.0 PUBLIC IMPROVEMENTS PLANTING PLAN L5.1 PLANTING PLAN L5.2 PLANTING LISTS CIVIL PLANS C1 UTILITY PLAN C2 GRADING AND PAVING ARCHITECTURAL PLANS Al FLOOR -1 A2 FLOOR - 2 A3 ELEVATIONS A4 BUILDINGS A - B - C - D A5 BUILDING E A6 BUILDINGS F- G- H& I- J A7 BUILDINGS K - L - M inpq ate Received 000 W - NP2 OCT 2 5 2018 �( ow 9&vl.eW a.,W (� • (k Qj I I c, original Submittal M 1 of-llp LAND USE RE ♦ IEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 10-19-2018 f LANDSCAPE ARCHITECTS SCHIRMER SATRE. 0 w U, o z O Q w a wa�o��a Zxc�,x„�o 0- i ¢ ¢ a wOa � cs w z 0 co © CQ �awmCcwng O� zw i �' Q± to a OwOOa 111 X azE- o czai�o�ozQ 0.6 W.. 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SATRE E- OREGON V 04v A. 7 A"��A ~ W Z 0 UJI -- Z z z 0 ®y WX 0 J ua W U. z R # Date Description �m L � Cy N m 05 0 E z m { (D c C 3 ac v m m m u o a o v o a 0 u Ll ■ 2 v- N DD O N 0 TAXLOT 101 ZONE: COMMUNITY COMMERCIAL TAXLOT 1400 ZONE: COMMUNITY COMMERCIAL /EXISTING ASPHALT PAVED PEDESTRIAN PATH �+ r,, E— 487 • NB�-- �i � CELL TOWER AND EQUIPMENT TO REMAIN 7 7- I,� �,.�♦��� • TAXLOT ` � CELL _ .. �. �' TOWER ---"- - --- ----- = f 1 AAA ty EXISTING AREA DRAINS _ TO BE ABANDONED. �� �P �P����• C" ���� Q 1 �� INLETS TO BE REMOVED , �' o' AND PIPE ENDS TO BE \ EXISTING BUILDING TO X X xDc�x N �� FILLED WITH GROUT BE REMOVED ♦ \`C x \ x fD N' TAX T 1 0 X88— + ZONE: COMMUNITY COMMERCIAL \ -- " -=-� 488 -- i ' • •�•�. • • • • •• • • • �" o • • • rte• /x x a '� • '� • 489—" � o F, F. ./ � � • . e. • ........ .. .cam,- .. r....,,.. .�,gC1NGR Ov X 45 1 .• rn° • ."/co 0/ NI0" -�x V • �,,.- x 4877, r x toy X • ® . x ^J h • 4>w �G\ o x X c, �'Cp TAXLOT 100 0 TAXLOT x �5 000 �0°'S ZONE: COMMUNITY COMMERCIAL 0°� X NCPtit 205 o rx�1� \ ___���o _ x x �0 X rte, 1 \ ZONE: Q X • MEDIUM DENSITY RESIDENTIAL x I / ' ca r — 490 --- -� I x ► { 1°° x '` ` x I co 11 01 ti I� EXISTING DRIVEWAYS TO BE REMOVED I� N . •4. % 12"STM s 12"S; .d I 8"WIN 'p rn AM `r rrI • i V 1 w Fx • R o N o o., �+ I T T d a I I 12 -STM 12("S741 1 I Ll s"{NW 4 A —489 ��' �. EXISTING DRIVEWAY TO BE M\ REMOVED OI& VACANT RESIDENTIAL STRUCTURE \ "`• :•` AND ASSOCIATED IMPROVEMENTS TO X X BE REMOVED � X X /� E— < TAXLOT x 206 _! : j x ZONE: — w< j x 0 1� a0 -- _ ! <—x DcEXISTING DRIVEWAYS TO BE MEDIUM W O .--� X REMOVED b DENSITY W ��� �'— `�`� ' �`� h� :dr RESIDENTIAL o x • .ta Y 8a' S ETB x 00 ACK wEtLy p t0 V tai TPAVp L 1`5 Ati x �? .0 CL • I X01� __ x x . .,, '.--•-.... "� .a�wre i,---__.rrr. 1� wwr�� �� • • .re�� • • •r�•�. • • •w�� • • • • • � • • • err/ � .4. - '"- "-- 1d8 9 3 9---777 35 "W______ 415.82 .�,,,,- .�..-� ' �.�. -..► :� ' .1. ' ' ' • A. ': , d - A -• • 1 • ` ' . ,.• • 3 ` .-. - • v .-'�' �"q c.�c'r� ..r�� -•. •-aa- 'L..:,.. 4 '.p ..• •. i.• �• 4. d . !r•� / 2 C7 M I �rbjm24$TM- 27" 0101 t) — (COUNTY ROAD NO.49) 00 27 'W IAV '�► 27 WW / c�--- 24 STi4! WSW - ST -- AASHID 811E DISTANCE TRIANGLE,-_- G 8» W " —G—T- — — -- --::::: G -- 1 E Atn —FO— --�' LEGEND ---- • --- ---- PROPERTY LINE p WATER METER RNV CENTER LINE � CURB INLET EASEMENT CHAIN LINK FENCE � STORM MANHOLE ® WASTEWATER MANHOLE EDGE OF AC PAVEMENTI MAIL BOX -OHW - OVERHEAD WIRES -�- SIGN - E - UNDERGROUND ELECTRIC - FO - COMMUNICATION FIBER OPTIC LINE BUILDING - Sri - STORMWATER PIPE � A CONCRETE - WW - WASTEWATER PIPE - W - WATER LINE ' ` ' ' GRAVEL G - GAS LINE 1 -■- POWER POLEXl�1. SPOT ELEVATION - POWER POLE W/ LIGHT O COMMUNICATION MANHOLE �- EXISTING CONTOUR UTILITY RISER CABINET _489 FUW UTILITY VAULT CONTOUR INTERVAL = 1 FOOT p ELECTRIC METER DISTANCES SHOWN IN FEET ® ELECTRIC VAULT ® TRANSFORMER EXISTING TREES TO REMAIN CI TELEPHONE RISER ® GAS VALVE 46+ FIRE HYDRANT EXISTING TREES TO BE WATER VALVE REMOVED DATUMS (GPS DERIVED) HORIZONTAL: OREGON COORDINATE REFERENCE SYSTEM - EUGENE PROJECTION 2011 (EPOCH.2010) VERTICAL: NAVD 88 (GEOID 12A) SITE ASSESSMENT OF EXISTING CONDITIONS 1. PREPARED BY AN OREGON LICENSED ARCHITECT, LANDSCAPE ARCHITECT, CIVIL ENGINEER OR SURVEYOR • PLAN PREPARED BY LICENSED LANDSCAPE ARCHITECT. • SURVEY PREPARED BY LICENSED PROFESSIONAL LAND SURVEYOR. 2. VICINITY MAP • SEE SHEET L1.0 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. • 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. • 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. • PROJECT SITE IS LOCATED 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 1N THE DEVELOPMENT SERVICES DEPARTMENT. • PROJECT SITE IS LOCATED OUTSIDE ON THE EDGE OF THE 99 YEAR TIME OF TRAVEL ZONE OF CONCENTRATION. 7. PHYSICAL FEATURES INCLUDING, BUT NOT LIMITED TO TREES 5" IN DIAMETER OR GREATER WHEN MEASURED 4 V2 FEET ABOVE THE GROUND (STANDS OF MORE THAN FIVE (5) TREES MAY BE SHOWN AS A CLUSTER WITH MIX OF TREES SPECIES NOTED), RIPARIAN AREAS, WETLANDS AND ROCK OUTCROPPINGS. • SEE PLAN FOR LOCATION OF ALL TREES 5" OR LARGER. SITE CONTAINS NO RIPARIAN AREAS, WETLANDS OR ROCK OUTCROPPINGS. SOILS ON SITE ARE AS FOLLOWS: • CHAPMAN-URBAN LAND COMPLEX (88%) • CLOQUATO SILT LOAM (12%) WELLHEAD SOILS V1111141111111 1 + r t t r I. Contaminant Source Inventory X � � a SuyerfurdSitas • Regucenm tkazardaus wascc f' O 6nvdoamastatgcawP£ita� Time R E'--" 4 P�t1lLf44biR�aays A 10%K WOWSs� Q 2Q -£9e mbhed20C �.'.... - .+ HazaiYrxwMaleflakMcHI•nk. -. s Undcr57and StoragaTanix. � +� ,,. k ,. b (.4akTa u•dog�o..md S1«cgc Ta,w ResijudiA G,Uad-V—d;"W-TeakC--ps ZureofGonarriratianf9 T • Regucenm tkazardaus wascc f' $.a-- --:-d zoo A HazWft* MaierQb ttandbm R E'--" 0 SOfdW8S*FaWt$ 10•S6cambh9dZ0C Q 2Q -£9e mbhed20C Generalized Zoning z:r z ozQWz�-m ResijudiA Um t w>awvw� w Fou7� mOzw� 'vj Mdusiiat Sprin 2 73 t'2013 ,» fi Pubtc'Opea Spa- Eugene SDw1��' mm i•diVi�i�l1l�; i FEM A SUCIA ► ► � PROJECT SITE 'W# f a Mwmcf Fw11 FIRM FLOOD INSOR> KI RATE NAP WINE COUNTY, OREGON AND INCOAPOPWED : H&NS MAP ROUBiR 4td]9M2 F EFTEcm GATE: JUNE 2.1999 Fr3rxffi 2mrsKro.: ?1>oz;:rnsra A,t�g• arn.cs R. a Pi Z- o� ((,o " G LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 10-19-2018 ♦ LANDSCAPE ARCHITECTS -I- SCHI1 i I S AT R E'--" 0 JWd,QUJ Fp00G'6' Wawxira' ter=-ioN�=-• z:r z ozQWz�-m O 0".0 w>awvw� w Fou7� mOzw� =OO- � ado=opa LO W a�..azwr-w��gE �X :3 Qoo .. ��zo:o=wn �.. 111 LL I P EE- �Q CN O 8 N VV I.AW =1im f� � M LU 00 to 0 G IN UNINCOMRATED AMAS �.i tu 415591 M i. 0nai�a3o� ti. - 1#6 DM.SATRE U ,. OREGON Cj ,_4:% IUL 0 o Imm Z1 JASPER L 2Z z �p CORPORATE LIMITS *10 W V ~ Z Z O Z x n ZONE X LU ao W_ Il) fL Z Q � Uj EC � q- 50 Y02- ZONE X.._-- # Date Description ZONE X ' E? ZONA~. � PROJECT SITE 'W# f a Mwmcf Fw11 FIRM FLOOD INSOR> KI RATE NAP WINE COUNTY, OREGON AND INCOAPOPWED : H&NS MAP ROUBiR 4td]9M2 F EFTEcm GATE: JUNE 2.1999 Fr3rxffi 2mrsKro.: ?1>oz;:rnsra A,t�g• arn.cs R. a Pi Z- o� ((,o " G LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 10-19-2018 ♦ LANDSCAPE ARCHITECTS -I- SCHI1 i I S AT R E'--" 0 JWd,QUJ Fp00G'6' Wawxira' ter=-ioN�=-• z ozQWz�-m O 0".0 w>awvw� w Fou7� mOzw� =OO- � ado=opa LO W a�..azwr-w��gE �X :3 Qoo .. ��zo:o=wn �.. 111 LL zcoiaoaQ� P EE- �Q CN O 8 N VV ZZ N N F aW { W. OW O f� � T5, ,yyl F 2 WqN W QS LU 00 to 0 o: y=Vl tu �a12o:�)aa sw=>=O M i. 0nai�a3o� - 1#6 DM.SATRE U ,. OREGON Cj ,_4:% IUL 0 o Imm Z1 L 2Z z �p o W V ~ Z Z O Z LU ao W_ Il) fL Z Q � Uj EC � q- Y02- # Date Description E a fJ N .a w O iy N G) Z a CL v n a L2mO ti 10' GATE (20' OPENING) --- KEY PAD V GATE WITH PANIC BAR EQUIPPED WITH PANIC BAR HARDWARE ON THE EGRESS SIDE. fl HORACE STREET 0 NOTE: LTD LOCATION FOR BUS #11 LOCATED NORTH OF PROPERTY ON - MAIN STREET NEAR INTERSECTION OF 42nd STREET. Lai d 0 N N E U ►i EXISTING CELL TOWER EASEMENT i EXISTING CELL TOWER FENCE EXISTING CELL TOWER LOCATION 6' SECURITY FENCE (n'P.) E TING ASPHALT PAVED PEDESTRIAN PATH AT PROPERTY LINES EME GENCY ACCESS ONLY _`_ - ----- — E -- _`_ _ E "" q _ ROLLING GATE (2V WIDTH)Y _ 509.84 - E FF itj_ -� - - - e -- SD gg I � o s EMERGENCY F c R1 r�M: 4 {{ o rw- �? NOTE: ELECTRIC GATES WILL HAVE -;) n M c`v i KNOX SOX LOCKS AND MANUAL � Jam_.---- _.,,� � / \ R� �• I � GATES WILL HAVE PUBLIC WORKS 401 _ CJ y LOCKS. •a BUILDING A I i EXISTING CELL Iso' 100 \ t \ (3,360 SF) TOWER EQUIPMENT 34'-0" i (� 39'-6" ` COMPOUND f i 34. 0" c BUILDING L C ` �:F4 4 • (12,000 SF) ( M �n � s BUILDING M ' �N�� M .___.". t (7,500 SF) 80' , L� `r EXIST1NNG D IVE T BE REPLACED WITH CITY t 4T-2" �29'-0" € � - i tx? STAN'�ARD CURB G ER AND SIDEWALK I rl 110' cam! 11� � I i � t 1 � ' � • 20 t i GATE BUILDING B 40 (4,400 SF)104 co CO 3 ENTRANCE ROLLNG GATE (12' OPENING) _ {� / �T ONLY-. _.. ,v;, _ _ _.:, : ___.__ d,; _ . „rr _ ,,,� _�_ „ -- ww ww ww ww c Cl SD t---KEYP-AD`; _--_____..._ ,i5�:9V s___________�o� ______. _. _. ,��, - - -kr�, o ,,, - _ __ . ch ,,, :. � ST�Yi 9� Cl }TRASH WITHIN OFFkCES-- N _ bf_ i ❑ 2 - M rS 1 / 49ti.22 { R Q. Q 9t •� - 'ss' s6' :. ___ - - • - - G.,. .!-'.Y,%'" ° W W IM: X88. � 1 W BUILDING C .. . `co 1 I OFFICE � . (990 SF) (2,550,SF) 3° HORACE STREET o E— to 25' f ACCESSIBLE ROUTE N * ° KEY PAD o 0 0 0 = N _ V �t 24' - - C%1 ' EMERGENCY - . . N GATE } I SD1P1: 486, 36 - BIKE PARKING (4 SPACES) 26 V GATE WITH PANIC BAR EQUIPPED WITH PANIC RANCEJ , GATE 120 BAR HARDWARE ON THE EG SS SIDE. ° /� o1�Lv ACCESSIBLE ROUTE ° /s �� BUILDING G 30., 1 n EMERGENCY ACCESS ONLY a.• ° ° ' /� 'nom �` [F y��' I (3,600 SF) 1 i ROLLING GATE (20' WIDTH) • • .// '' 1 EXIT . : !� 3' GATE WITH PANIC BAR j 1 c dos -EQUIPPED WITI PANIC /_ / ``- — BAR HARDWARE 01 THE -' 3 ,q i 11' PUE l „"' , c ; , EGRESS SIDE. C i b as � ti., i j i 0 29'-0" 168' f;28�-0" ( 130 2$,-1" » SD „ STSG T, x:489.72 �' ; ? x u.ii t�, 21oy X. BUILDING K I BUILDING H ' } o ° • (10,920 SF) 65 (9,100 SF) 66 `t'; 1 r; r i k ii• I BUILDING D �• I I (5,250 SF) w { o ` ` Q :CL. J1 8 VW "•4 N _N I 4 Q Rf {• ° tss'-28'-0'130. I ; — '; 29'-0" i 28'-1" EXIS A G D VEIN Y TO 8 REPLACED WITH CITY UiLDINGui (3,900SF), I i ? STAN�A, RD CURB, UTTE AND SIDEWALK Q W Q { • - w BUILDING J I BUILDING i I ao I ? ,a� i (s,10o SF) x ° E — 1 {11,760 SF) K / f . o SAG WELtht 7C} l --_ -- cis co I o ° � \ c,' E Ofi TR4V C -5 q •--_ �' �� `�' as �/ . R / \ F 7,/ QDO f 1 { -- a - % % f t t 300 _ -- { BUILDING E 60' Row -' (6,000 SF)As G !�/ SD ....e,r.. or_ __. ........ .a 355A2 . ..,�.r.. ...... 000 YEAR ___ G + 1-7 1 � EXISTING DRIVEWAY TOB D I 's- � � � �� r SA EXISTING FIRE HYDRANT TO REMAIN STANDARD CURB, GUTTE—R AND SI K S 24 "STM- — — u : 2 s �r — JASPER ROAD' — s it 7 ww 27 wlv R ST D .� _ 24r "STU SD !Z85 _ {� �_"STrf ST AA.SHTO SITE DISTANCE TRIANGLE 8 I r 1 �lYt • 4 8 2 _ g" W -� sd RI M - Ct G — G Ct } OF 777 1:488.65 — FO — E LEGEND • • — • • — • • — PROPERTY LINE EXISTING CONIFEROUS FENCE (PROPOSED) TREE TO REMAIN PARKING SPACE (9' X 18') EXISTING DECIDUOUS TREE TO REMAIN VEGETATED STORMWATER TREATMENT FACILITY LANDSCAPE o PROPOSED STREET TREE FIRE TURNING RADIUS ! j r 30' INNER RADIUS 50' OUTER RADIUS VISION CLEARANCEAREA DIRECTION OF TRAVEL D. PROPOSED STREET LIGHT (SEE PIP) ® KEY PAD EXISTING STREET LIGHT +/- APPROXIMATE DIMENSION - TO FACE OF DIMENSION SOME 1 CURB OR EDGE OF ELEMENT f LANDSCAPE ARCHITECTS REQUIRED: FLEXIBILITY ALLOWED 1 TO ABSORB 17-0" DISCREPANCY t DIMENSION - TO CENTER t T BETWEEN SURVEY LINE OF ELEMENT, AND ACTUAL PROPERTY LINE OR BASE CONDITIONS. LINE 4 SPACES R14'-0" EQ. EQ. RADIUS DIMENSION t— ALL ENSIONS SHOWN AS WITHIN !- Q. P � � EQ." SAME SET OR CHAIN OF DIMENSIONS ARE �T ALIGN WITH ADJACENT EQUAL ALIGN ELEMENT SEE SHEET L2.0 FOR UTILITY LEGEND CONSTRUCTION NOTES 1. THIS SHEET SHOWS EXISTING CONDITIONS, SITE IMPROVEMENTS AND HORIZONTAL LAYOUT. FOR VERTICAL LAYOUT SEE GRADING PLAN. 2. ALL CONCRETE PAVING JOINTS NOT SPECIFICALLY DIMENSIONED SHALL BE EQUALLY SPACED BETWEEN SHOWN OR NOTED LIMITS, AND SHALL BE AT 90 DEGREE ANGLES TO EDGES OF PAVEMENT AND OTHER JOINTS UNLESS OTHERWISE INDICATED. 3. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES PRIOR TO ANY CONSTRUCTION. CEASE LAYOUT WORK AND NOTIFY GENERAL CONTRACTOR OF ANY DISCREPANCIES IN DIMENSIONS, DEGREES, LOCATIONS, STAKES, ETC. OBTAIN GENERAL CONTRACTOR'S APPROVAL PRIOR TO EXECUTING ANY LAYOUT WORK DIFFERENT FROM THAT SHOWN OR SPECIFIED. 4. VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO EXCAVATION. DAMAGE TO EXISTING UTILITIES WILL BE REPAIRED BY CONTRACTOR IN A MANNER APPROVED BY OWNER OR OWNER'S REPRESENTATIVE. 5. THERE SHALL BE REQUIRED REVIEWS BY OWNER'S REPRESENTATIVE PRIOR TO EXECUTION OF ANY WORK, INCLUDING AFTER STAKING & LAYOUT, PRIOR TO BACKFILLING AND ROUGH GRADING, PRIOR TO POURING CONCRETE. 6. ALL DIMENSIONS ARE TO FACE OF WALL OR EXISTING ELEMENT UNLESS NOTED OTHERWISE. ALL ANGLES ARE 90 DEGREES OR 45 DEGREES UNLESS NOTED OTHERWISE. 7. DIMENSIONS SHOWN WITH A • ARE TO CENTERLINE, BASELINE, OR PROPERTY LINE. 8. PROVIDE SLEEVING UNDER HARDSCAPE TO ALL IRRIGATED LANDSCAPE AREAS. 9. SEE DETAILS FOR INFORMATION ON CONSTRUCTION MATERIALS AND INSTALLATION METHODS. 10, PROVIDE EXPANSION JOINTS (EJ) AT INTERSECTIONS, CORNERS, OR WHERE CONCRETE SLABS MEET WALLS OR OTHER STRUCTURES. 11. PROVIDE CONSTRUCTION JOINTS (CJ) BETWEEN ALL POURS. 12. ALL CONCRETE PAVING JOINTS NOT LABELED OTHERWISE ARE CONTROL JOINTS (SJ). 13. OMIT DOWELS AT EXPANSION JOINTS ABUTTING WALLS AND STRUCTURES. 14. 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. 15. ALIGN CURB AND GUTTER JOINTS WITH CONCRETE PAVING JOINTS WHERE ADJACENT. 16. SEE BUILDING PLANS FOR FOR ADDITIONAL BUILDING INFORMATION. 17. SEE CIVIL PLANS FOR ADDITIONAL CIVIL INFORMATION. 1 VEHICLE PARKING: f LANDSCAPE ARCHITECTS REQUIRED: STANDARD: 1 PER 330 SF OF FLOOR AREA OF OFFICE SPACE 1 RESULT: 990 SF OFFICE SPACE, 3 SPACES PROPOSED 3 SPACES BIKE PARKING: REQUIRED: STANDARD: 1 PER 330 SF OF FLOOR AREA OF OFFICE SPACE RESULT. 990 SF OFFICE SPACE, 3 SPACES PROPOSED: 4 SPACES GROUNDWATER PROTECTION DURING CONSTRUCTION 1. THE FOLLOWING REGULATIONS MUST BE OBSERVED DURING CONSTRUCTION: • ANY CHEMICAL SPILLS OR LEAKS MUST BE CLEANED UP IMMEDIATELY AND CLEAN-UP MATERIALS DISPOSED OFF-SITE AND IN ACCORDANCE WITH LANE COUNTY AND DEQ REQUIREMENTS. IN EVERY CASE, CARE SHALL BE TAKEN TO PREVENT GROUNDWATER CONTAMINATION. • CHEMICAL HANDLING, STORAGE, AND USE: CONTRATORS/DEVELOPERS SHALL BE RESPONSIBLE FOR SAFE HANDLING AND STORAGE OF CHEMICALS, PETROLEUM PRODUCTS, AND FERTILIZERS AND THE PREVENTION OF GROUNDWATER AND STORM WATER RUNOFF CONTAMINATION. CHEMICALS USED DURING CONSTRUCTION, INCLUDING PAINT AND CLEANING MATERIALS/WASTES, MUST NOT ENTER THE SOIL OR BE WASHED INTO THE STORM WATER SYSTEM. ALL CHEMICALS 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 TRASH/RECYCLING ENCLOSURE 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 CHIMTZ (541-7443745) TO PURCHASE SIGNS DIRECTLY FROM SUB. LAND USE (7 .m\tfw REVIEW SET 1 t ! THIS DRAWING IS NOTFOR Date Received CONSTRUCTION 10-19-2018 Odgsna! Submittai Z f LANDSCAPE ARCHITECTS SCHI1 1 SAIR I I z a w i�_ ww 0- r¢-O=OOK� waW5�a ow-<- �r=io5.5 !- Q. P � � �OOt"u-¢ zO oO wz,O�,wF.-m O -w CID O � vrawUw� �awmnu�� �n Vo�m~z�-x Ca d ill iLi to ¢'owo.- w � � = as a= azr-� mwo :3 X o�za�wc� W LL C !� E Q O O QZU¢Oa�� -I tlJmz WNy vi'=zoo N pp In 4jmt zwmtrOiw4S EtVi� LC 8 46 W co �+=-= ° go9 c Z 4qZw¢Z= G T U' /r d2 m :i' y In _ waw¢Ow¢ �wwmw=w �. m V T wm=p5Fr- r t U.)0 g<� 0= a a K - o O G �� {/? M Q. aitiwa�� R�� !( FjC D M. SATRE OREGON �f z 0 ti Z t� z Z W 0 � O W Ww w LU (!3 Lt Z t (Do - scalp: Spiv: 1" = 30'-0' 0 15 30 60 Revisions # Date Description E COCO = 00 N m m L N y W m o; m fn E 3 o a L3mO Z • GATE ENTRANCE ONLY Now, III HORACE STRE—ET 00 0 _j W W (9 Id_ 0 W 0 SD ww—WW- 6z 0 4 11IM1M1M 0 r— I I 11011M a 0 0 0 I 1000001 SD ONLY SD SD IJ sa SD 4`0 e, V j ... . . . ... :e" ... . .. . Cf) a s - SD 777777777777 'BUIL 0 CL 355.9r2 G -G— L + tn mu. Fn :4 9_5P 27 WW— _27"WW MH_ —JASPER ROAD 5 ST S 5; 24"STM— SD 15 8" W 85 W IAI:48-8—.62- —18"STAI- i:C —G— Lg R7�:48& 65 -4- 4 M F -A= ( EMERGENCY GATE SD S D -S 0 il ' F 15MM LEGEND AA PARKING LOT LIGHTING. TYPE 4 AREA LED WITH INTERNAL SHIELD, 12-0- POLE. 1�3 (PHILIPS GARDCO ECOFORM AREA LED ECF). L4.0 L4.0 NOTE: CENTER OF POLE TO BE LOCATED 30" FROM EDGE OF ADJACENT PAVING OR BACK OF CURB. BB PARKING LOT LIGHTING. rl �3 _"N TYPE 4 AREA LED WITH INTERNAL SHIELD, 201-0- POLE. (PHILIPS GARDCO ECOFORM AREA LED ECF). �_O �L4_ 0 NOTE: CENTER OF POLE TO BE LOCATED 30° FROM ADJACENT PAVING OR CURB. AREA LIGHTING TYPE 4 AREA LED, WALL MOUNT. cc (PHILIPS GARDCO LED WALL SCONCE 121). LIGHTING DETAILS PHILIPS GARDCO ECF142MA -641A.NW-XX-NP-IS Philips Gafdco EcoForm LED luminaire combines economy with perforniame. Capable of delivering up to 20,000 lumens or more in a compact, low profile housing, EcoForm offers a new level of customer value. EcoFoim features an ,criovative retrofit arm kit. Simplifying site conversions to LED by eliminating the need to unit additional holes In most existing poles. Integral commit systems. including motion response and wireless controls are available for further oh"ey savings during off peak hours. Cidenne guld. i =xx =ECVisw� is - iim, g, 1W n i ,3 17%A- im `5W" APO 2S*Z) iota -moi r- "mvc—u S itI.mo i- i 347 ix N anima 4 ­io4 PCR7­ce `kpeW,ade velm 00 �4� —ni '. PTF4 Rhe Toper' mm PARKING LOT LIGHT 'AAAND 'BB' I I NTS PHILIPS GARDCO a a AWL- C(Rus Philips Gatdco LED wall sconce 121 offers distinction through its styling, powerful optical design, array of distributions, and impressive selection of control possibilities. Designed to add an element of style to your application by pairing straight lines with rounded edges, the form of the 12l is timeless, yet contemporary, and will complement a wide assortment of architectural styles and designs, white delivering high light levels and functional distributions, 121 sconces are available In Type?., 3, and 4 distributions, and provide output of up to 10,103 (umens Energy saving control options help to increase energy savings and offer California Title 24 compliance, Emergency Satter)(Backup option available for path -of -egress and Is integral to the luminaire. Ordering guide ejplo 121-32L-700,NW-G3.3-720.4M.RI2,0Z LIDW.I. P"ft acm 01. w4w n%h 700. "43a 4 _XX W `i1;1L sm 5X"', Cw-w 2 Im,2 1111ft M W-rriii W owu­r�h­, UD.A_ i5tuN va, so (W tK wede , c -re" DCC rGti 3 W, U7 '100 XYA r vs i 4 iru,. cd4Wza0tr," cm F2 r -k., Im k'-XIA 1111F.0 CWA Ih5051s7`P­le OP o"In" `Wn4iiisre Iroa dal CESO fcIXa W%D­let my U4 W40 F3 2"v Rwd�,jq_ 'j"uh 000 NrYeOYFOreAm_rrft_ IM C—A-3 LLCZ 6 AarY.*hI=F0:v]7tY—M" 9 `,­Ai+M ,­Vcc P 1A'-41_wS fid WALL MOUNT AREA LIGHT 'CC' NTS 2'-6- CENTER OF POLE TO EDGE OF PAVING OR BACK OF CURB (5, Date Receiv( OCT 25 20118 Original Subrniftal_�6 —G- S H I FO — LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 10-19-2018 + LANDSCAPE ARCHITECTS + SCHIRMER SATRIN . C1TM ,-w112 STM 4SD 12'Al, S I IV[ Rl :4 F- 8 VW LU LU oc� we: I'd r -x W< y C/) Z, 0 Q> M.- 31 @3 00) .0 = , Om (5 CZ0 8 5.5 -i Ce W co Cl) SD S D -S 0 il ' F 15MM LEGEND AA PARKING LOT LIGHTING. TYPE 4 AREA LED WITH INTERNAL SHIELD, 12-0- POLE. 1�3 (PHILIPS GARDCO ECOFORM AREA LED ECF). L4.0 L4.0 NOTE: CENTER OF POLE TO BE LOCATED 30" FROM EDGE OF ADJACENT PAVING OR BACK OF CURB. BB PARKING LOT LIGHTING. rl �3 _"N TYPE 4 AREA LED WITH INTERNAL SHIELD, 201-0- POLE. (PHILIPS GARDCO ECOFORM AREA LED ECF). �_O �L4_ 0 NOTE: CENTER OF POLE TO BE LOCATED 30° FROM ADJACENT PAVING OR CURB. AREA LIGHTING TYPE 4 AREA LED, WALL MOUNT. cc (PHILIPS GARDCO LED WALL SCONCE 121). LIGHTING DETAILS PHILIPS GARDCO ECF142MA -641A.NW-XX-NP-IS Philips Gafdco EcoForm LED luminaire combines economy with perforniame. Capable of delivering up to 20,000 lumens or more in a compact, low profile housing, EcoForm offers a new level of customer value. EcoFoim features an ,criovative retrofit arm kit. Simplifying site conversions to LED by eliminating the need to unit additional holes In most existing poles. Integral commit systems. including motion response and wireless controls are available for further oh"ey savings during off peak hours. Cidenne guld. i =xx =ECVisw� is - iim, g, 1W n i ,3 17%A- im `5W" APO 2S*Z) iota -moi r- "mvc—u S itI.mo i- i 347 ix N anima 4 ­io4 PCR7­ce `kpeW,ade velm 00 �4� —ni '. PTF4 Rhe Toper' mm PARKING LOT LIGHT 'AAAND 'BB' I I NTS PHILIPS GARDCO a a AWL- C(Rus Philips Gatdco LED wall sconce 121 offers distinction through its styling, powerful optical design, array of distributions, and impressive selection of control possibilities. Designed to add an element of style to your application by pairing straight lines with rounded edges, the form of the 12l is timeless, yet contemporary, and will complement a wide assortment of architectural styles and designs, white delivering high light levels and functional distributions, 121 sconces are available In Type?., 3, and 4 distributions, and provide output of up to 10,103 (umens Energy saving control options help to increase energy savings and offer California Title 24 compliance, Emergency Satter)(Backup option available for path -of -egress and Is integral to the luminaire. Ordering guide ejplo 121-32L-700,NW-G3.3-720.4M.RI2,0Z LIDW.I. P"ft acm 01. w4w n%h 700. "43a 4 _XX W `i1;1L sm 5X"', Cw-w 2 Im,2 1111ft M W-rriii W owu­r�h­, UD.A_ i5tuN va, so (W tK wede , c -re" DCC rGti 3 W, U7 '100 XYA r vs i 4 iru,. cd4Wza0tr," cm F2 r -k., Im k'-XIA 1111F.0 CWA Ih5051s7`P­le OP o"In" `Wn4iiisre Iroa dal CESO fcIXa W%D­let my U4 W40 F3 2"v Rwd�,jq_ 'j"uh 000 NrYeOYFOreAm_rrft_ IM C—A-3 LLCZ 6 AarY.*hI=F0:v]7tY—M" 9 `,­Ai+M ,­Vcc P 1A'-41_wS fid WALL MOUNT AREA LIGHT 'CC' NTS 2'-6- CENTER OF POLE TO EDGE OF PAVING OR BACK OF CURB (5, Date Receiv( OCT 25 20118 Original Subrniftal_�6 —G- S H I FO — LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 10-19-2018 .0 N ej + LANDSCAPE ARCHITECTS + SCHIRMER SATRIN oc� we: I'd r -x W< Z, 0 Q> M.- 31 @3 00) .0 = , Om (5 CZ0 8 5.5 -i Ce W co E W< 8,05. M wmwwnw!� (30(0 (D T_ z a ct Uj L0 I— W V> 0 CD M Z W W CIS U- 50) <XW WT 29W<W0Tzw t- ' r E N4 8 - - LW_ � & V WMW Hn co Cc 0 W co P EU-, :E W>g vi Cq c6- o ii - r G R 1 Eu 0 zL 2; 0 :5 Co 0 0 CIL 1— LL :3 0) ce) (L LU 0 x Cio CL z ct: Aq, 4 VM.SATRE D E-4 OREGON ICA Z 0 00 0 0 Z z Z 5 0 0 Uj 0 W W CL W U. 0 z # Date Description E U3 Z C:9 tz E CC C/3 E Z CL L4mO .0 N ej d Ln Ln tV 00 N N O a - 1; SD MAE A (25) RED SUNSET RED MAPLE (154) DAGGER -LEAF RUSH (551) DENSE SID '' --- EXIT < GAIE ONLY O e SDj - SD SD -T-- SD (275) DAGGE Rain Garden West 1 Common Name Size Comments it I d Comments 551 Carex densa Dense Sedge 4" pot zone AB 154 Juncus ensifolius Dagger -leaf Rush 4" pot IzoneAIW GRASSES 0 zooaw¢ ZWor--=z 2142 Carex densa Dense Sedge 4" pot Izone AB 456 Iris tenax I 4" pot zone AIB " GATE 4" pot I ( illl I II II �1 xowwwozwmi�g it ENTRANCE ONLY ZU60Z,fi- �ytnzw^ivQi MAE A (25) RED SUNSET RED MAPLE (154) DAGGER -LEAF RUSH (551) DENSE SID '' --- EXIT < GAIE ONLY O e SDj - SD SD -T-- SD (275) DAGGE off, r riS Pv� :4 9.9 R :490.14 I ❑ X1,12 "STM `12 $S31 -U- E 1 ! VW F- 8 I%-� 488.94 W E ca V3 12"STIV; ((��2,��rf PLANTING NOTES 1. NO SUBSTITUTIONS ALLOWED WITHOUT PRIOR APPROVAL FROM OWNER'S REPRESENTATIVE. 2. STREET TREES SHALT. BE PLANTED AT 30 FOOT INTERVAL EXCEPT WHERE PLANTING INTERFERES WITH TRAFFIC VISION, STREET LIGHTING, TRAFFIC SIGNAGE, OR PUBLIC UTILITIES, OR AS APPROVED BY THE STREET SUPERVISOR, CITY OPERATIONS DIVISION. 3. MAKE MINOR ADJUSTMENTS IN TREE SPACING AS NECESSARY TO ACCOMMODATE THE IRRIGATION SYSTEM AS INSTALLED WHERE APPLICABLE. 4. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IN THE LAYOUT OF WORK PRIOR TO THE EXECUTION OF THE WORK. 5. VERIFY LOCATIONS OF EXISTING UNDERGROUND UTILITIES PRIOR TO EXECUTION OF WORK. REPAIR ANY DAMAGE TO EXISTING UTILITIES, PIPES OR RELATED FACILITIES AT CONTRACTOR'S EXPENSE AND IN A MANNER APPROVED BY THE GENERAL CONTRACTOR. 6. PROTECT TRUNKS, LIMBS AND ROOT ZONES OF EXISTING TREES TO REMAIN FROM ABRASION AND COMPACTION. DO NOT CUT LIMBS OR ROOTS LARGER THAN 3" IN DIAMETER WITHOUT PRIOR APPROVAL OF OWNER'S REPRESENTATIVE. 7. TREES AND SHRUBS PLANTED TOO DEEPLY WILL NOT BE ACCEPTED. SEE TREE PLANTING DETAIL. 8. PROVIDE FOR AT LEAST 18 INCHES OF CONSTRUCTED MEDIUM IN THE RAIN GARDENS, INCLUDING OR IN ADDITION TO THE GROWING MEDIUM. ADDITIONALLY, THE BASE OF THE INFILTRATION RAIN GARDENS SHALL INCLUDE CONSTRUCTED MEDIUM COMPRISED OF A MIXTURE OF SAND, NATIVE SOIL, LOAM AND COMPOST WITH A MINIMUM OF 0.20 FRACTION OF ORGANIC CARBON (FOC) ORGANIC MATTER. SEE CIVIL PLANS AND DETAILS. 9. PROVIDE IRRIGATION TO STREET TREES AND RAIN GARDENS IN RIGHT OF WAY DURING ESTABLISHMENT PERIOD. LEGEND EXISTING DECIDUOUS TREE TO REMAIN STREET TREE PLANT LIST STREET TREES PROVIDED PER SDC 4.2-140. EXISTING CONIFEROUS TREE TO REMAIN PROPOSED STREET TREE LAWN AREA VEGEATATED STORMWATER TREATMENT AREA VISION CLEARANCE AREA Qty. lBotanical Name Common Name Size lComments STREET TREES 10 Fra)dnus latifolia Oregon Ash 2" cal. Matched, evenly branched. 25 jAcer rubrum 'Red Sunset Red Sunset Red Maple 2" cal. Matched, evenly branched. STORMWATER PLANT LIST 1. PLANTING BASED UPON STORMWATER TREATMENT AREAS OF 705 SF ON THE WEST, AND 2,873 SF ON THE EAST. 2. PLANTING SELECTION AND DENSITY FROM EDSPM APPENDIX 6B APPROVED VEGETATION LIST. 705 SF Rain Garden West 1 Common Name Size Comments it I GRASSES Comments 551 Carex densa Dense Sedge 4" pot zone AB 154 Juncus ensifolius Dagger -leaf Rush 4" pot IzoneAIW off, r riS Pv� :4 9.9 R :490.14 I ❑ X1,12 "STM `12 $S31 -U- E 1 ! VW F- 8 I%-� 488.94 W E ca V3 12"STIV; ((��2,��rf PLANTING NOTES 1. NO SUBSTITUTIONS ALLOWED WITHOUT PRIOR APPROVAL FROM OWNER'S REPRESENTATIVE. 2. STREET TREES SHALT. BE PLANTED AT 30 FOOT INTERVAL EXCEPT WHERE PLANTING INTERFERES WITH TRAFFIC VISION, STREET LIGHTING, TRAFFIC SIGNAGE, OR PUBLIC UTILITIES, OR AS APPROVED BY THE STREET SUPERVISOR, CITY OPERATIONS DIVISION. 3. MAKE MINOR ADJUSTMENTS IN TREE SPACING AS NECESSARY TO ACCOMMODATE THE IRRIGATION SYSTEM AS INSTALLED WHERE APPLICABLE. 4. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IN THE LAYOUT OF WORK PRIOR TO THE EXECUTION OF THE WORK. 5. VERIFY LOCATIONS OF EXISTING UNDERGROUND UTILITIES PRIOR TO EXECUTION OF WORK. REPAIR ANY DAMAGE TO EXISTING UTILITIES, PIPES OR RELATED FACILITIES AT CONTRACTOR'S EXPENSE AND IN A MANNER APPROVED BY THE GENERAL CONTRACTOR. 6. PROTECT TRUNKS, LIMBS AND ROOT ZONES OF EXISTING TREES TO REMAIN FROM ABRASION AND COMPACTION. DO NOT CUT LIMBS OR ROOTS LARGER THAN 3" IN DIAMETER WITHOUT PRIOR APPROVAL OF OWNER'S REPRESENTATIVE. 7. TREES AND SHRUBS PLANTED TOO DEEPLY WILL NOT BE ACCEPTED. SEE TREE PLANTING DETAIL. 8. PROVIDE FOR AT LEAST 18 INCHES OF CONSTRUCTED MEDIUM IN THE RAIN GARDENS, INCLUDING OR IN ADDITION TO THE GROWING MEDIUM. ADDITIONALLY, THE BASE OF THE INFILTRATION RAIN GARDENS SHALL INCLUDE CONSTRUCTED MEDIUM COMPRISED OF A MIXTURE OF SAND, NATIVE SOIL, LOAM AND COMPOST WITH A MINIMUM OF 0.20 FRACTION OF ORGANIC CARBON (FOC) ORGANIC MATTER. SEE CIVIL PLANS AND DETAILS. 9. PROVIDE IRRIGATION TO STREET TREES AND RAIN GARDENS IN RIGHT OF WAY DURING ESTABLISHMENT PERIOD. LEGEND EXISTING DECIDUOUS TREE TO REMAIN STREET TREE PLANT LIST STREET TREES PROVIDED PER SDC 4.2-140. EXISTING CONIFEROUS TREE TO REMAIN PROPOSED STREET TREE LAWN AREA VEGEATATED STORMWATER TREATMENT AREA VISION CLEARANCE AREA Qty. lBotanical Name Common Name Size lComments STREET TREES 10 Fra)dnus latifolia Oregon Ash 2" cal. Matched, evenly branched. 25 jAcer rubrum 'Red Sunset Red Sunset Red Maple 2" cal. Matched, evenly branched. STORMWATER PLANT LIST 1. PLANTING BASED UPON STORMWATER TREATMENT AREAS OF 705 SF ON THE WEST, AND 2,873 SF ON THE EAST. 2. PLANTING SELECTION AND DENSITY FROM EDSPM APPENDIX 6B APPROVED VEGETATION LIST. 705 SF Rain Garden West Qty. Botanical Name Common Name Size Comments tatty. Botanical Name Common Name GRASSES Comments 551 Carex densa Dense Sedge 4" pot zone AB 154 Juncus ensifolius Dagger -leaf Rush 4" pot IzoneAIW 2873S Rain Garden East 1 1 tatty. Botanical Name Common Name Size Comments Z 0 Tw ..i un., UQF-1" U m GRASSES 0 zooaw¢ ZWor--=z 2142 Carex densa Dense Sedge 4" pot Izone AB 456 Iris tenax Oregon Iris 4" pot zone AIB 275 Juncus ensifolius Dagger -leaf Rush 4" pot Izone AMI STORMWATER PLANTING JUSTIFICATION Stormwater Planting Justification Rain Garden West 705 SF ISFFacility Scheme 1 Plant Cat6gory Minimum Required Actual Count Groundcover 1705 705 W V C� rW V (10) OREGON ASH —� MULCH t,""(214 2) DEP 58) OREGON —� SSD SD '`� ` QS l 9l 24 c� Irl° ATi b.27 TREE STAKES D.F.2"x2"x8' TREE TIES Grow Straight or approved PERFORATED PVC PIPE 2" diameter x 2' long filled with pearock PLANT SAUCER Form 3" rim ROOT BARRIER Install when tree is planted within 8ft of the street or sidewalk I UNDISTURBED OR COMPACTED SUBGRADE 2x diameter of rootball 0x"�5 NOTE: 1. TREES PLANTED TOO DEEPLY WILL NOT BE ACCEPTED � REMLIVE TREE TIES ILT t'1tilE YEAR 1f1LARRMN''�� D OCT 25 P € 18 I:,� Odgiin l Submittal TOPSOIL WITH AMMENDMENTS IMPORTANT: Root crown to be a minimum of 4" above finish grade. Q — BACKFILL Fill halfway and water thoroughly before backfilling. — TREE PEDESTAL Prepare subsoil to prevent settling + LANDSCAPE ARCHITECTS + 1 1 Z 0 Tw ..i un., UQF-1" U m 0 zooaw¢ ZWor--=z &x�iO-F >Oto"LL¢CL zz'az<0?W� o 0) 55 Z O C0 F iimocw xowwwozwmi�g W (D t1� WComoz�a�z I" �` ZU60Z,fi- �ytnzw^ivQi Q O 0 N N U vi'=zwo� W3�� W 3Zoe E owwaz= w iI i v= n �s wawa ow¢ Q�=� tu!2 V 0 -?a `ro=O.-x a 0 Fill -f irt �D RI? � t-`, iCD M. SATRE �__.. • : • ' • W ► =iii ►•.�� !> i0 z aQ a 00 ti 0) z Z Z W teas O ,J Z W a o Q a a. et Cl) N Scale: 1' = 30'-0• 0 is 30 • # Date Description W V C� rW V (10) OREGON ASH —� MULCH t,""(214 2) DEP 58) OREGON —� SSD SD '`� ` QS l 9l 24 c� Irl° ATi b.27 TREE STAKES D.F.2"x2"x8' TREE TIES Grow Straight or approved PERFORATED PVC PIPE 2" diameter x 2' long filled with pearock PLANT SAUCER Form 3" rim ROOT BARRIER Install when tree is planted within 8ft of the street or sidewalk I UNDISTURBED OR COMPACTED SUBGRADE 2x diameter of rootball 0x"�5 NOTE: 1. TREES PLANTED TOO DEEPLY WILL NOT BE ACCEPTED � REMLIVE TREE TIES ILT t'1tilE YEAR 1f1LARRMN''�� D OCT 25 P € 18 I:,� Odgiin l Submittal TOPSOIL WITH AMMENDMENTS IMPORTANT: Root crown to be a minimum of 4" above finish grade. Q — BACKFILL Fill halfway and water thoroughly before backfilling. — TREE PEDESTAL Prepare subsoil to prevent settling + LANDSCAPE ARCHITECTS + 1 1 Z 0 Tw ..i un., UQF-1" U m 0 zooaw¢ ZWor--=z &x�iO-F >Oto"LL¢CL zz'az<0?W� o 0) 55 Z O C0 F iimocw xowwwozwmi�g W (D t1� WComoz�a�z I" �` ZU60Z,fi- �ytnzw^ivQi Q O 0 N N U vi'=zwo� W3�� W 3Zoe E owwaz= w iI i v= n �s wawa ow¢ Q�=� tu!2 V 0 -?a `ro=O.-x a ch a 0d S2 Z!= m o m< 0 P -f irt �D RI? � t-`, iCD M. SATRE OREGON W W z aQ a 00 ti 0) z Z Z W teas O ,J Z W a o Q a a. et Cl) N Scale: 1' = 30'-0• 0 is 30 60 # Date Description � N m m E C c m 3 v m c c a o u c a c L L5mO c i c < C mo rw o E O (7) MEXIC40�NJE (8) DWRF IN I� UTZI, (9-) —RED TWIG �OG OOD (13)DAVID 'tjIBURNUM --(442)TUFTED AIR GRAS (24) MEXICA 4 EAT ER GRASS (14) PRIVET HONEY UCKi - C/ SD STM th 12"qTM- 12 "(� TA�," A f 0, 9490.22 SD s I A-# RI 1:4 0. 08 8 "VIW - ULJJ ii Ew U) c\I 1t, to (9) WESTERN SWORD FERN (4) VARIEGATED GOLD DUST PLANT -(12) GREEN VELVET BOXWOOD -(15) DAVID VIBURNUM (6) RED OAK T T -(18) DORA AMATEIS RHODODENDRON -(12) KOREAN SPICE VIBURNUM (5) JAPANESE BLOOD GRASS 2' ST M i {:489.72J, 8"WVI- (12) GREE I I 6LVE 8 OOD I (15) DAVID URN M c) IE - (4) HENRYS GARNET SWEETSPIRE ( i 67) MEXICAN FEATHER GRASS (1927) TUFTED HAIR GRASS N — — — — — — — — — — — G 7 + + nl�HAIR GRASS + 4-4 8-159 1.1,41 XA Yjr.A _ m r)oAmf_c -(11) PRIVET HONEYSUCKLE (14) MEXICAN ORANGE (14) HENRYS GARNET SWEETSPIRE- (22) BLUE OAT GRASS ff (16) MEXICAN FEATHER GRASS 27"ww— 27"WW co W' s VfH JASPER ROAD —24'PSTA4— 18"STM— �sT85 71-4rE 8" IIAIII:4;88.62 —81, W G -G- 4� C/ . . .,.....X. go -G— Nw STY t" 4 "' - 2STM -FO- PLANTING NOTES 1. NO SUBSTITUTIONS ALLOWED WITHOUT PRIOR APPROVAL FROM OWNERS REPRESENTATIVE. 2. STREET TREES SHALL BE PLANTED AT 30 FOOT INTERVAL EXCEPT WHERE PLANTING INTERFERES WITH TRAFFIC VISION, STREET LIGHTING, TRAFFIC SIGNAGE, OR PUBLIC UTILITIES, OR AS APPROVED BY THE STREET SUPERVISOR, CITY OPERATIONS DIVISION. 3. MAKE MINOR ADJUSTMENTS IN TREE SPACING AS NECESSARY TO ACCOMMODATE THE IRRIGATION SYSTEM AS INSTALLED WHERE APPLICABLE. 4. NOTIFY OWNERS REPRESENTATIVE OF ANY DISCREPANCIES IN THE LAYOUT OF WORK PRIOR TO THE EXECUTION OF THE WORK. 5. VERIFY LOCATIONS OF EXISTING UNDERGROUND UTILITIES PRIOR TO EXECUTION OF WORK. REPAIR ANY DAMAGE TO EXISTING UTILITIES, PIPES OR RELATED FACILITIES AT CONTRACTOR'S EXPENSE AND IN A MANNER APPROVED BY THE GENERAL CONTRACTOR. 6. PROTECT TRUNKS, LIMBS AND ROOT ZONES OF EXISTING TREES TO REMAIN FROM ABRASION AND COMPACTION. DO NOT CUT LIMBS OR ROOTS LARGER THAN 3" IN DIAMETER WITHOUT PRIOR APPROVAL OF OWNER'S REPRESENTATIVE. 7. TREES AND SHRUBS PLANTED TOO DEEPLY WILL NOT BE ACCEPTED. SEE TREE PLANTING DETAIL. 8. PROVIDE FOR AT LEAST 18 INCHES OF CONSTRUCTED MEDIUM IN THE RAIN GARDENS, INCLUDING OR IN ADDITION TO THE GROWING MEDIUM. ADDITIONALLY, THE BASE OF THE INFILTRATION RAIN GARDENS SHALL INCLUDE CONSTRUCTED MEDIUM COMPRISED OF A MIXTURE OF SAND, NATIVE SOIL, LOAM AND COMPOST WITH A MINIMUM OF 0.20 FRACTION OF ORGANIC CARBON (FOG) ORGANIC MATTER. SEE CIVIL PLANS AND DETAILS. 9. PROVIDE IRRIGATION TO STREET TREES AND RAIN GARDENS IN RIGHT OF WAY DURING ESTABLISHMENT PERIOD. LEGEND EXISTING DECIDUOUS TREE TO REMAIN ZEXISTING CONIFEROUS TREE TO REMAIN 00 PROPOSED STREET TREE 0 PROPOSED SHRUB OR PERENNIALS *— PROPOSED GRASS ........... I LAWN AREA VEGEATATED STORMWATER TREATMENT AREA VISION CLEARANCE AREA CD co Lop, LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 10-19-2018 L C u C u c V� + LANDSCAPE ARCHITECTS + SCHIRMER SATRIN fl c� p" WWaWE -:E 00 '15 O .0 Lo wz U01 w , -, co ;oz '< p 'z u 0 o-) co - n < � < x as ' ro, -< 9 j2 2 � OD 0 cC >- CL W 0 w a) 20: 0 Lu c: 0 LL <52TT-os w LLI I= %68'w -9w --o 2mm%wao III ca LL -9TwTa-'T 0 @� -a <A E 04 -z ' f ;' -, 40 "� ww &- 00: w 00 40u w -a* ti>Q E (D < cd= o w I-- it C �gw Lu Lo 0< co 0 om U) 01) 0 20 C'o w 'ow STR 4 M. SATRE E-4 D M OREGON Aq z 4 mi z 0 c!) C) z z z :3 8 W W w a. w u J V) - co) 4 2 co 0- t7 to Scate: 1'= 30'-0" rmmLmw;mmmmm1 0 15 30 60 # Date Description E 3: (D C3 0� C, ARI Z c CL 0 0 0 n. L5m 1 L C u C u c V� TREE PLANTING DETAIL IRRIGATION SYSTEM NOTES MASTER PLANT LIST STORMWATER PLANT LIST INCLUDED IN MASTER PLANT LIST 1. NOTE: PROVIDE SLEEVING UNDER HARDSCAPE TO ALL IRRIGATED LANDSCAPE AREAS. 2. IRRIGATION SYSTEM TO BE INSTALLED IN ALL DESIGNATED LAWN AND PLANT BED AREAS INDICATED ON THE PLAN. THE Qty. Botanical Name Common Name Size Comments IRRIGATION SYSTEM NEED NOT PROVIDE WATER TO UNPLANTED AREAS. IRRIGATION TO BE AUTOMATIC ELECTRIC SOLENOID PlantCategory 375 SF Rain Garden 1 TREES 657 657 CONTROLLED UNDERGROUND SYSTEM. LOW WATER CONSUMPTION SYSTEMS ARE ENCOURAGED, INCLUDING THE USE OF 29 Quercus rubra Red Oak 2" cal. Matched, evenly branched GRASSES WEATHER TRACKING CONTROLLERS AND DEVICES. THE IRRIGATION SYSTEM SHALL BE MAINTAINED AND OPERATED IN A Plant Category Minimum Required Actual Count SHRUBS MANNER THAT PROMOTES THE HEALTH AND APPEARANCE OF THE PLANTS WHILE MINIMIZING WATER USE AND AVOIDING Variagated Gold Dust Plant 3 gal. 24 Buxus'Green Velvet' Green Velvet Boxwood EXCESSIVE WATER RUN-OFF. 6 Ceanothus 'Joyce Coulter' Joyce Coulter Ceanothus 3 gal. 32 Ceanothus'Jufia Phelps' 3. CONNECT IRRIGATION SYSTEM TO ON-SITE WELL WITH MAIN SHUT-OFF VALVE, BACKFLOW PREVENTION DEVICE, AUTOMATIC CONTROLLER (WEATHER PROOF LOCATION PER OWNER'S REPRESENTATIVE), ELECTRIC REMOTE CONTROL VALVES 3 gal. 122 Choisya temata Mexican Orange 3 gal. (RAINBiRD PEB-PRS SERIES OR APPROVED), WITH POP-UP SPRAY SPRINKLERS (RAINBIRD 1800 SAM SERIES OR APPROVED), Bennett's White Rockrose 3 gal. 42 Comus sencea @ AND/OR APPROVED ROTOR HEADS. ALL VALVES TO BE LOCATED IN UNDERGROUND VALVE BOX (CARSON OR APPROVED). 45 Comus sedcea'Kelseyi' Kelsey Redtwig Dogwood 3 gal. 0 4. LANDSCAPE CONTRACTOR RESPONSIBLE FOR TESTING OF WELL TO DETERMINE PRESSURE AND FLOW RATE AS NEEDED TO 3 gal. 20 Osmanthus delavayi Delavay Osmanthus 3 gal. SUPPORT FULLY FUNCTIONAL IRRIGATION SYSTEM. Dora Amaetis Rhododendron 3 gal. 18 Rosa'Radyod' O o 5. LANDSCAPE CONTRACTOR RESPONSIBLE FOR OVERALL DESIGN AND FUNCTIONALITY OF IRRIGATION SYSTEM. 12 Viburnum carlesii Korean Spice Vibumum 3 gal 43 Viburnum davidii 6. PROVIDE FROST FREE HOSE BIBS AT LOCATIONS APPROVED BY OWNER. 3 gal. TREE STAKES PERENNIALS 12 Euphorbia characias D.F.2"x2"x8' 1 gal. 53 Rea vlrginica 'Henry Gamett' Henry Gamett Sweetspire 1 gal. TOPSOIL WITH AMMENDMENTS Autumn Joy Sedum 1 gal. TREE TIES GRASSES 7854 Deschampsia cespitosa Grow Straight or approved 1 gal. 5 Imperiata cylindrica 'Red Barron' Japanese Blood Grass 1 gal. PERFORATED PVC PIPE IMPORTANT: Root crown to be a minimum PLANTING REQUIREMENTS 1 gal. 327 Nassella tenuissima Mexican Feather Grass 2" diameter x 2' song filled with pearock FERNS of 4" above finish grade. 33 Polystichum munitum Sword Fern 1 gal. GROUNDCOVER PLANT SAUCER SDC 4.4-105(D): UNLESS OTHERWISE SPECIFIED IN THIS CODE, THE FOLLOWING AREAS OF A LOT/PARCEL SHALL BE 8 Deutzia gracilis 'Nikko' Dward Nikko Deutzia 1 gal. Form 3" rim LANDSCAPED: 3 gal. 1. ALL REQUIRED SETBACK AREAS AND ANY ADDITIONAL AND ANY ADDITIONAL PLANTING AREAS AS SPECIFIED IN THE ROOT BARRIER APPROPRIATE ZONING. { Install when tree is planted within BACKFILL 2. PARKING LOT PLANTING AREAS. 8ft of the street or sidewalk { Fill halfway and water thoroughly SDC 4.4-105(E): AT LEAST 65 PERCENT OF EACH REQUIRED PLANTING AREA SHALL BE COVERED WITH LIVING PLANT MATERIALS { before backfilling. WITHIN 5 YEARS OF THE DATE OF INSTALLATION. THE LIVING PLANT MATERIALS SHALL BE DISTRIBUTED THROUGHOUT THE UNDISTURBED TREE PEDESTAL REQUIRED PLANTING AREA. THE PLANTING ACCEPTABLE PER 1,000 SQUARE FEET OF REQUIRED PLANTING AREA IS AS OR COMPACTED SUBGRADE { { I Prepare subsoil to prevent settling FOLLOWS: 1. AT A MINIMUM; 2 TREES NOT LESS THAN V IN HEIGHT THAT ARE AT LEAST 2 INCHES IN CALIPER (AT THE TIME OF PLANTING, NOT INCLUDING ROOT BALL); AND 2. TEN SHRUBS, 5 GALLONS OR LARGER. 3. LAWN AND/OR GROUNDCOVER MAY BE SUBSTITUTED FOR TREES OR SHRUBBERY, UNLESS REQUIRED FOR 2x diameter SCREENING WHEN THERE AREA ADEQUATE PROVISIONS FOR ONGOING MAINTENANCE. of rootball SDC 4.4405(F): PARKING LOT PLANTING AREAS SHALL INCLUDE 1 CANOPY TREE AT LEAST 2 INCHES iN CALIPER THAT MEETS CITY STREET TREE STANDARDS AS PERMITTED BY THE CITY'S ENGINEERING DESIGN STANDARDS AND PROCEDURES MANUAL AT LEAST 4 SHRUBS, 5 -GALLON OR LARGER, FOR EACH 100 SQUARE FEET OF PLANTING AREA. SHRUBBERY THAT ABUTS PUBLIC RIGHT-OF-WAY OR THAT IS PLACED IN THE INTERIOR OF ANY PARKING LOT SHALL GENERALLY NOT EXCEED 2-1/2 FEET NOTE: IN HEIGHT AT MATURITY. PARKING LOT PLANTING AREAS SHALL INCLUDE: 1. TREES PLANTED TOO DEEPLY WILL NOT BE ACCEPTED 1. PARKING AND DRIVEWAY SETBACK AREAS AS SPECIFIED IN THE APPLICABLE ZONING DISTiCT; AND 2. REMOVE TREE TIES AT ONE YEAR WARRANTEE. 2. 5 PERCENT OF THE INTERIOR OF A PARKING LOT, EXCLUSIVE OF ANY REQUIRED PARKING SETBACKS, IF 24 OR MORE PARKING SPACES ARE LOCATED BETWEEN THE STREET SIDE OF A BUILDING AND AN ARTERIAL OR COLLECTOR STREET, AND ARE VISIBLE FROM ANY STREET. SHRUB PLANTING DETAIL 3. SEE ALSO SECTION 3.2-240D.8.c FOR MULTI -FAMILY DESIGN STANDARDS. INFILTRATION RAIN GARDEN AND VEGETATED SWALE PLANTING PER 100 S.F. OF FACILITY. Qty. Botanical Name Common Name Size Comments SF Facility Scheme 1 PlantCategory 375 SF Rain Garden 1 TREES 657 657 r OREGON 'CS���� 29 Quercus rubra Red Oak 2" cal. Matched, evenly branched GRASSES 375 Deschampsia cespitosa Tufted Hairgrass 4" pot zone A/W Plant Category Minimum Required Actual Count SHRUBS 22 Acuba japonica 'Variagata' Variagated Gold Dust Plant 3 gal. 24 Buxus'Green Velvet' Green Velvet Boxwood 3 gal. 6 Ceanothus 'Joyce Coulter' Joyce Coulter Ceanothus 3 gal. 32 Ceanothus'Jufia Phelps' Julia Phelps Califomia Lilac 3 gal. 122 Choisya temata Mexican Orange 3 gal. 55 Cistus 'Bennett's White' Bennett's White Rockrose 3 gal. 42 Comus sencea Redtwig Dogwood 3 gal. 45 Comus sedcea'Kelseyi' Kelsey Redtwig Dogwood 3 gal. 12 Daphne odora Winter Daphne 3 gal. 20 Osmanthus delavayi Delavay Osmanthus 3 gal. 18 Rhododendron 'Dora Amaetis' Dora Amaetis Rhododendron 3 gal. 18 Rosa'Radyod' Blushing Knockout Rose 3 gal. 12 Viburnum carlesii Korean Spice Vibumum 3 gal 43 Viburnum davidii David Viburnum 3 gal. PERENNIALS 12 Euphorbia characias Mediterrainian Spurge 1 gal. 53 Rea vlrginica 'Henry Gamett' Henry Gamett Sweetspire 1 gal. 19 Sedum 'Autumn Joy' Autumn Joy Sedum 1 gal. GRASSES 7854 Deschampsia cespitosa Tufted Hairgrass 1 gal. 5 Imperiata cylindrica 'Red Barron' Japanese Blood Grass 1 gal. 33 Helictotdchon sempervirens Blue Oat Grass 1 gal. 327 Nassella tenuissima Mexican Feather Grass 1 gal. FERNS 33 Polystichum munitum Sword Fern 1 gal. GROUNDCOVER 8 Deutzia gracilis 'Nikko' Dward Nikko Deutzia 1 gal. 62 Lonicera pileata Privet Honeysuckle 3 gal. f LANDSCAPE ARCHITECTS SCHI1 1 SAT R I I z 0 � ,,, w w U Q F a aa0 a: ix waW=tea z,a„Zf =ir 02 0�so zQ�r=- O��> zr"u,©wai O to W 0�aoa2 CO w>aw0w2 �awmomg �0 CR =oaozwa 0)vm'-zax C Lr) W az-t nwo :3��zQ��c2a X v W to moxa a�K r Lr. z5 -ZwN,<<„ a O oS~S&roa ui ) L U Lo w>°.w3Fm e1; mac., 5wTP,=---�zc=i m W Cl) 120 6�zon to c oNz�z-•o P 1=-Ka2m>.Ji 4 i wawaowwwx w¢ m �f�:co!K-�: _ = N waa (� to M¢I—U-o'o co IL ~ cn • SCHEME 1:100 GROUND COVER PLANTS. T P • SCHEME 11: 80 GROUND COVER PLANTS, 2 LARGE SHRUBS, 4 SMALL SHRUBS, 1 EVERGREEN TREE. • SCHEME 111: 80 GROUND COVER PLANTS, 2 LARGE SHRUBS, 4 SMALL SHRUBS,1 DECIDUOUS TREE. *M�D 'V STORMWATER PLANT LIST ' SAT RE E; I I _ 10 ah — -- � „ /'moi - -- P U v Stormwater t=lanting Justification Rain Garden 1 375 SF SF Facility Scheme 1 Q 4" MULCH Plant CategoryMinimurn'ROquired Actual Count,,', (Z, HOLD 2" FROM TRUNK Groundcover 1375 1375 ROOT CROWN 4" ABOVE FINISH I GRADE. FINISH GRADE PLANT TABLET(S)- =III QUANTITY PER — — ° °' — Stormwater Planti Justifteation Bain Garden 2 " Q SF Facility Scheme 1 PlantCategory 375 SF Rain Garden 1 Groundcover 657 657 r OREGON 'CS���� Qty. Botanical Name Common Name Size Comments a= a STORMWATER PLANTER JUSTIFICATIONS GRASSES 375 Deschampsia cespitosa Tufted Hairgrass 4" pot zone A/W I I _ 10 ah — -- � „ /'moi - -- P U v Stormwater t=lanting Justification Rain Garden 1 375 SF SF Facility Scheme 1 Q 4" MULCH Plant CategoryMinimurn'ROquired Actual Count,,', (Z, HOLD 2" FROM TRUNK Groundcover 1375 1375 ROOT CROWN 4" ABOVE FINISH I GRADE. FINISH GRADE PLANT TABLET(S)- =III QUANTITY PER — — ° °' — Stormwater Planti Justifteation Bain Garden 2 " 657 SF SF Facility Scheme 1 PlantCategory Minimum Required Actual Count Groundcover 657 657 657 SF Rain Garden 2 Qty. Botanical Name Common Name Size Comments GRASSES 657 IDeschampsia cespitosa Tufted Hairgrass 4" pot 12Dne AIW I I I I 1 1028 SF Rain Garen 3 Qty. Botanical Name Common Name Size Comments F ASSES 1028 Deschampsia cespitosa jTufted Hairgrass 4" pot lzone A1W I I i I 1 441 SF Rain Garden 4 Qty. Botanical Name Common Name Size Comments GRASSES 441 Deschampsia cespitosa ITufted Hairgrass 4" pot zone A/W I 2337 SF Rain Garden 5 Qty. Botanical Name Common Name Size Comments GRASSES 2337 Deschampsia cespitosa Tufted Hairgrass 4" pot zone AlW I ® ao 1326 SF Rain Garden 6 Qty. Botanical Name Common Name Size Comments GRASSES 1326 Deschampsia cespitosa Tufted Hairgrass 4" pot zone A1W MANUFACTURER' HIGH RATE. Stonnwater Planting Justification Rain Garden 3 ' z 1028 SF I SF Facility/ Scheme PLANTING BACKFILL (I I- I I �I I I=1 I I=, , -` - `o Plant Category Minimum Required Actual Count _= Groundcover 1028 1028 I' ROUGHEN . I I — _III 1 I I 1 ROO BALL I 2 X ROOT BALL DIAMETER Stormwate= Planting Justification Rain Garden 4 441 SF SF Facility Scheme i Plant Category Minimum Required Actual Count Groundcover 441 1441 NOTE: I 1. SHRUBS PLANTED TOO DEEPLY WILL NOT BE ACCEPTED. Stormwater Planting,Justifation Rain Garden 5 2337 SF SF Facility Scheme I Plant Callegory Minimum Required Actual Count Groundcover 2337 2337 o Stormwater Planting Justification Rain Garden 8 958 SF I SF Facility Scheme I Plant Category Minimum Required Actual Count CL Groundcover 1958 1958 in 1927 SF Rain Garden 7 Qty. Botanical Name Common Name Size Comments GRASSES 1927 Deschampsia cespitosa Tufted Hairgrass 4" pot Done A/W Fpp'e♦�' r - V r. Stormwater,Ptanting Justification Rain Carden 6 1326 SF SF Facility Scheme 1 a= a = w 1927 5F ISFFacility IScheme ) Plant Category Minimum Required Actual Count o Plant Category NinimumRequired Actual Count in PLANT BED DETAIL Grounder 1326 1326 o Stormwater Planting Justification Rain Garden 8 958 SF I SF Facility Scheme I Plant Category Minimum Required Actual Count CL Groundcover 1958 1958 in 1927 SF Rain Garden 7 Qty. Botanical Name Common Name Size Comments GRASSES 1927 Deschampsia cespitosa Tufted Hairgrass 4" pot Done A/W Fpp'e♦�' r - V r. Stormwater Planting Justification Rain Garden 7 Z Z Z a= a = w 1927 5F ISFFacility IScheme ) Plant Category Minimum Required Actual Count o Groundcover 1927 1927 o Stormwater Planting Justification Rain Garden 8 958 SF I SF Facility Scheme I Plant Category Minimum Required Actual Count CL Groundcover 1958 1958 in 1927 SF Rain Garden 7 Qty. Botanical Name Common Name Size Comments GRASSES 1927 Deschampsia cespitosa Tufted Hairgrass 4" pot Done A/W I I 958 SF Rain Garden 8 t Qty. Botanical Name Common Name Size Comments GRASSES 958 Deschampsia cespitosa Tufted Hairgrass 4" pot zone A(W ALLOW ROOM FOR MULCH @ EDGES I HOLD FINISH GRADE LEVEL FOR FIRST Stormwater,Pianting Justification Rain Garden 9 18" WHEN @ HEAD OF PARKING STALL 1362 SF SF Facility Scheme d cc CPlant Category Minimum Required Actual Count o FINISH GRADE IS TOP OF SOIL Groundcover 1362 1826 v MULCH IS IN ADDITION. iv SOIL IS 4" ABOVE ADJACENT PAVEMENT �-jN Scale: 1' = 30'-0' 10A VZV! CAA) �. M1 0 15 30 60 I IJUIQJS 11%- Ch VM1 D 1362 SF Rain Garden 9 n Qty. Botanical Name Common Name Size Comments �I� # Date Description GRaSSF.S OCT 2 5 2910 1362 Deschampsia cespitosa Tufted Hairgrass 4" pot zone AM/ 4:1 SLOPE @EDGE. Original UO'i!($Bi � 18" . HOLD MULCH 1" g BELOW TOP OF PAVEMENT CL i—Z-11 Z­-co till ��� PLANTING � N m o BACKFILL a �' mn. ~ y CS C MULCH " E co 6 i COMPACTED LAND USE z SUBGRADE .. m REVIEW SET 3 w W a; C ca .c 0. THIS DRAWING 1S a c v o a cc NOT FOR to 0 CONSTRUCTION u 10-19-2018 L5m2 i Fpp'e♦�' r - V r. Z Z Z a= a = w **� 0 I I 958 SF Rain Garden 8 t Qty. Botanical Name Common Name Size Comments GRASSES 958 Deschampsia cespitosa Tufted Hairgrass 4" pot zone A(W ALLOW ROOM FOR MULCH @ EDGES I HOLD FINISH GRADE LEVEL FOR FIRST Stormwater,Pianting Justification Rain Garden 9 18" WHEN @ HEAD OF PARKING STALL 1362 SF SF Facility Scheme d cc CPlant Category Minimum Required Actual Count o FINISH GRADE IS TOP OF SOIL Groundcover 1362 1826 v MULCH IS IN ADDITION. iv SOIL IS 4" ABOVE ADJACENT PAVEMENT �-jN Scale: 1' = 30'-0' 10A VZV! CAA) �. M1 0 15 30 60 I IJUIQJS 11%- Ch VM1 D 1362 SF Rain Garden 9 n Qty. Botanical Name Common Name Size Comments �I� # Date Description GRaSSF.S OCT 2 5 2910 1362 Deschampsia cespitosa Tufted Hairgrass 4" pot zone AM/ 4:1 SLOPE @EDGE. Original UO'i!($Bi � 18" . HOLD MULCH 1" g BELOW TOP OF PAVEMENT CL i—Z-11 Z­-co till ��� PLANTING � N m o BACKFILL a �' mn. ~ y CS C MULCH " E co 6 i COMPACTED LAND USE z SUBGRADE .. m REVIEW SET 3 w W a; C ca .c 0. THIS DRAWING 1S a c v o a cc NOT FOR to 0 CONSTRUCTION u 10-19-2018 L5m2 i W W tj CLOL * Z a= a d � I I 958 SF Rain Garden 8 t Qty. Botanical Name Common Name Size Comments GRASSES 958 Deschampsia cespitosa Tufted Hairgrass 4" pot zone A(W ALLOW ROOM FOR MULCH @ EDGES I HOLD FINISH GRADE LEVEL FOR FIRST Stormwater,Pianting Justification Rain Garden 9 18" WHEN @ HEAD OF PARKING STALL 1362 SF SF Facility Scheme d cc CPlant Category Minimum Required Actual Count o FINISH GRADE IS TOP OF SOIL Groundcover 1362 1826 v MULCH IS IN ADDITION. iv SOIL IS 4" ABOVE ADJACENT PAVEMENT �-jN Scale: 1' = 30'-0' 10A VZV! CAA) �. M1 0 15 30 60 I IJUIQJS 11%- Ch VM1 D 1362 SF Rain Garden 9 n Qty. Botanical Name Common Name Size Comments �I� # Date Description GRaSSF.S OCT 2 5 2910 1362 Deschampsia cespitosa Tufted Hairgrass 4" pot zone AM/ 4:1 SLOPE @EDGE. Original UO'i!($Bi � 18" . HOLD MULCH 1" g BELOW TOP OF PAVEMENT CL i—Z-11 Z­-co till ��� PLANTING � N m o BACKFILL a �' mn. ~ y CS C MULCH " E co 6 i COMPACTED LAND USE z SUBGRADE .. m REVIEW SET 3 w W a; C ca .c 0. THIS DRAWING 1S a c v o a cc NOT FOR to 0 CONSTRUCTION u 10-19-2018 L5m2 i a z N 00 N N O 3 7 a- a y a 0 fl m E U .8 O d E! i 0 v C Q M O co i 0 r -z4% UNK - — - E - .�.---- ---- tkw --- xw --- WW — 9 y — WW �`'w—w—w —W-- —W — `J 1 ' _-------------- 421 420 i 206 421 420 3� a I490 9 —4884489 488 � 3r a 111 OF-i►=w=-w=--�r--w=r- �w--w=-�w=-=w=w430 =- __ _ G EX. 24" 401 - FL 6f •476 �- ` k - - _ g p —µ RG7 ,v . �-r"" L " — RGS - TOP:489.50 -- 450 3 I, — OUTIS:FL 450^ 489.�0-- 442 -'_"- 201 ----------- --- -------=--� __�.�_ 440 BOTTOM:487.00 () �!� ___-- 472At BOTfOM:487.0— o� T T JASPER RD. g ' E47—i SD SD -----°-W SO --'---- -----mss - «SD - $D -° - —� �s -- —�> g � —� --a SD — — —s — ° oISD--tea ss y SD 3 w G w--w—w—w w --w-- w—w—w—w—w—w---w----w---w w --w w w---w—w w ---w w ---w A G_--- G— 011- G G G G, G -- G ---- G G^ G w w —.__ yy M M---- 1 copyrignt w au i o orancn tngineenng, mc. LEGEND �� { �anc EXISTING PROPOSED SITE PROPERTY UNE-w---w--W WATER PIPE KG I E E R ING.= I CURB -----►--- WASTEWATER PIPE Since 1977 EDGE OF AC PAVING STORMWATER PIPE civil • transportation so —w—W—w— —w WATER UNE CATCH BASIN structural - geotoclinical 22I — ------WW— — WASEWATER SEWER +6+ FlRE HYDRANT S U R V E Y ! N G (� ---STM--- STORM WATER 310 Sth Street \ — —OHW— OVERHEAD WIRES Springfield, OR 97477 E ELECTRIC LINE p: 541.746.0637 — c,—G— G— GAS UNE www.BranchEngineering.com I Springfield OR I Salem OR Fo —E0._ rG FIBER OPTIC UNE ELEVATION CONTOUR j ea WATER VALVE 14D PR pF�S vt +6+ WATER HYDRANT \S j jv Sip Fsl SIGNAL BOXES '" #52996 ' i Digtta s gned by M. Lane p� //yy ' SIGN Date -20 . 5:54:50T' Branch`M. Lane Bran( I'ON Z WASTEWATER MANHOLE (Q, % V } so STORMWATER MANHOLE/�'y,9 ,, UARY U IN 5tki Nap Rew'•evv' Ft LANE B � CURB LET U } POWER POLE EXPIRES: DECEMBER 31, 2019 STREET LIGHT 1"rl project title: Of 450 I 7 ' CONCRETE --^`. `D CITY PROD Date Deceived Of f 2 5 18 — xw ww t-41 �1 I ni KEY NOTES Original Submiilal V/V_ APPROXIMATE LOCATION OF PROPOSED 8" PUBLIC WATER LINE LOOP THROUGH THE AGENCY APPROVAL !" 201 SITE COORDINATE WATER LINE CONSTRUCTION WITH SUB. I � 202 APPROXIMATE LOCATION OF NEW HYDRANT. COORDINATE INSTALLATION WITH SUB WATER. I tljUTILIZE EXISTING WATER METER FOR IRRIGATION SERVICE. ADD BACK FLOW AS NOT FOR 205 REQUIRED. CONSTRUCTION j 206 NEW 1" IRRIGATION METER AND BACK FLOW SERVED OFF NEW 8" WATER LINE. SUBJECT TO 3 220 NEW 1" WATER SERVICE WITH 3/" WATER METER. SPRINGFIELD UTILITY BOARD (S.U.B.) TO O MAKE WATER SERVICE CONNECTION TO NEW MAINLINE. AGENCY REVIEW 300 CONNECT TO EXISTING WASTEWATER SYSTEM. 2D 301 WASTEWATER CONNECTION TO BUILDING. x 302 NEW WASTEWATER CLEANOUT 4" WASTEWATER PIPE ® 27. SLOPE MINIMUM. - T 350 CONNECT TO EXISTING WASTEWATER MANHOLE. NEW FLOW CONTROL DITCH INLET. FOR RIM AND ORIFICE INFORMATION, SEE STORM 401 REPORT E 2" NEW CATCH BASIN � O �w): 450 403 NEW STORM CLEANOUT. 404 NEW DITCH INLET I! W } 405 NEW CURB CUT SPILLWAY INTO STORM FACILITY. U 420 ROOF DOWN SPOUT. 421 4" STORMWATER PIPE ro al �j� 422 6" STORMWATER PIPE. z I (, 423 8" STORMWATER PIPE V } ® V 430 RIP RAP OUTFALL PROTECTION. < LJJ _WV ww RAIN GARDEN TREATMENT FACILITY PER CITY OF EUGENE STORMWATER MANAGEMENT O 0 D440 MANUAL AND SECTION VIEW 1, SHEET C2. SEE LANDSCAPE PLAN FOR PLAN77NG DESIGN. z GG I 441 RAIN GARDEN INFILTRATION FACILITY PER SECTION VIEW 2, SHEET C2. SEE LANDSCAPE M PLAN FOR PLANTING DESIGN ==I UJ j W „J RAIN GARDEN TREATMENT FACILITY PER CITY OF EUGENE STORMWATER MANAGEMENT C' LtJ 442 MANUAL AND SECTION VIEW 3, SHEET C2. SEE LANDSCAPE PLAN FOR PLANTING DESING, � > t/"1 ---W 450 CONNECT WITH EXISTING STORM PIPE OR STRUCTURE 0 W I 451 CONNECT TO PIP STORMWATER IMPROVEMENTS. UJ Z C)� E - — 502 SUB ELECTRICAL METERS d .� r- p_ 503 COORDINATE WITH COMCAST AND CENTURY LINK FOR TELECOMMUNICATIONS Von INFRASTRUCTURE. revisions: 31 t� NOTES: 1. ELECTRICAL DESIGN TO BE COORDINATED WITH SUB FOR FINAL TRANSFORMER LOCATIONS AND CONDUIT SIZING. date: OCT 22, 2018 2. FOR ADDITIONAL DESIGN AND GRADING INFORMATION IN THE RIGHT-OF-WAY, REFER N drawn by: MD TO GEORGE EARL WAY AND HORACE STREET PUBLIC IMPROVEMENTS PROJECT 131044. designer: NP project no: 18-035 UTILITY PLAN _:vim _ V GRAPHIC SCALE w - FO - w ----t� IIIIIIIIl II■ . sheet: C d At - copyrignt w au i o orancn tngineenng, mc. LEGEND �� { �anc EXISTING PROPOSED SITE PROPERTY UNE-w---w--W WATER PIPE KG I E E R ING.= I CURB -----►--- WASTEWATER PIPE Since 1977 EDGE OF AC PAVING STORMWATER PIPE civil • transportation so —w—W—w— —w WATER UNE CATCH BASIN structural - geotoclinical 22I — ------WW— — WASEWATER SEWER +6+ FlRE HYDRANT S U R V E Y ! N G (� ---STM--- STORM WATER 310 Sth Street \ — —OHW— OVERHEAD WIRES Springfield, OR 97477 E ELECTRIC LINE p: 541.746.0637 — c,—G— G— GAS UNE www.BranchEngineering.com I Springfield OR I Salem OR Fo —E0._ rG FIBER OPTIC UNE ELEVATION CONTOUR j ea WATER VALVE 14D PR pF�S vt +6+ WATER HYDRANT \S j jv Sip Fsl SIGNAL BOXES '" #52996 ' i Digtta s gned by M. Lane p� //yy ' SIGN Date -20 . 5:54:50T' Branch`M. Lane Bran( I'ON Z WASTEWATER MANHOLE (Q, % V } so STORMWATER MANHOLE/�'y,9 ,, UARY U IN 5tki Nap Rew'•evv' Ft LANE B � CURB LET U } POWER POLE EXPIRES: DECEMBER 31, 2019 STREET LIGHT 1"rl project title: Of 450 I 7 ' CONCRETE --^`. `D CITY PROD Date Deceived Of f 2 5 18 — xw ww t-41 �1 I ni KEY NOTES Original Submiilal V/V_ APPROXIMATE LOCATION OF PROPOSED 8" PUBLIC WATER LINE LOOP THROUGH THE AGENCY APPROVAL !" 201 SITE COORDINATE WATER LINE CONSTRUCTION WITH SUB. I � 202 APPROXIMATE LOCATION OF NEW HYDRANT. COORDINATE INSTALLATION WITH SUB WATER. I tljUTILIZE EXISTING WATER METER FOR IRRIGATION SERVICE. ADD BACK FLOW AS NOT FOR 205 REQUIRED. CONSTRUCTION j 206 NEW 1" IRRIGATION METER AND BACK FLOW SERVED OFF NEW 8" WATER LINE. SUBJECT TO 3 220 NEW 1" WATER SERVICE WITH 3/" WATER METER. SPRINGFIELD UTILITY BOARD (S.U.B.) TO O MAKE WATER SERVICE CONNECTION TO NEW MAINLINE. AGENCY REVIEW 300 CONNECT TO EXISTING WASTEWATER SYSTEM. 2D 301 WASTEWATER CONNECTION TO BUILDING. x 302 NEW WASTEWATER CLEANOUT 4" WASTEWATER PIPE ® 27. SLOPE MINIMUM. - T 350 CONNECT TO EXISTING WASTEWATER MANHOLE. NEW FLOW CONTROL DITCH INLET. FOR RIM AND ORIFICE INFORMATION, SEE STORM 401 REPORT E 2" NEW CATCH BASIN � O �w): 450 403 NEW STORM CLEANOUT. 404 NEW DITCH INLET I! W } 405 NEW CURB CUT SPILLWAY INTO STORM FACILITY. U 420 ROOF DOWN SPOUT. 421 4" STORMWATER PIPE ro al �j� 422 6" STORMWATER PIPE. z I (, 423 8" STORMWATER PIPE V } ® V 430 RIP RAP OUTFALL PROTECTION. < LJJ _WV ww RAIN GARDEN TREATMENT FACILITY PER CITY OF EUGENE STORMWATER MANAGEMENT O 0 D440 MANUAL AND SECTION VIEW 1, SHEET C2. SEE LANDSCAPE PLAN FOR PLAN77NG DESIGN. z GG I 441 RAIN GARDEN INFILTRATION FACILITY PER SECTION VIEW 2, SHEET C2. SEE LANDSCAPE M PLAN FOR PLANTING DESIGN ==I UJ j W „J RAIN GARDEN TREATMENT FACILITY PER CITY OF EUGENE STORMWATER MANAGEMENT C' LtJ 442 MANUAL AND SECTION VIEW 3, SHEET C2. SEE LANDSCAPE PLAN FOR PLANTING DESING, � > t/"1 ---W 450 CONNECT WITH EXISTING STORM PIPE OR STRUCTURE 0 W I 451 CONNECT TO PIP STORMWATER IMPROVEMENTS. UJ Z C)� E - — 502 SUB ELECTRICAL METERS d .� r- p_ 503 COORDINATE WITH COMCAST AND CENTURY LINK FOR TELECOMMUNICATIONS Von INFRASTRUCTURE. revisions: 31 t� NOTES: 1. ELECTRICAL DESIGN TO BE COORDINATED WITH SUB FOR FINAL TRANSFORMER LOCATIONS AND CONDUIT SIZING. date: OCT 22, 2018 2. FOR ADDITIONAL DESIGN AND GRADING INFORMATION IN THE RIGHT-OF-WAY, REFER N drawn by: MD TO GEORGE EARL WAY AND HORACE STREET PUBLIC IMPROVEMENTS PROJECT 131044. designer: NP project no: 18-035 UTILITY PLAN _:vim _ V GRAPHIC SCALE w - FO - w ----t� IIIIIIIIl II■ . sheet: C 440 r sarsA N wflz- 13L 01 -------------I- _-- --- ---------_.- ..,..--._..._. .-.-_.-_......._.__....--------------------- Q---------------------------- JASPER RD. E! - - - - - - - - - ----------------- sc GRAPHIC SCALE 3 --------------------------------- a _ �.—..gym n . ...t .. 30 0 15 30 60 71 OT L 0 m 5 copyright © 2018 Branch Engineering, Inc. ( IN FEET ) PRELI LEGEND EXISTING ELEVA77ON CONTOUR PROPOSED a <+)+- SITE PROPERTY LINE a GRADING RIDGE UNE a SIGN CURB --------------- Z STORMWATER MANHOLE s 2 CATCH BASIN Q: a WATER UNE -489",• CONTOUR UNE --aNr}l- -- WASEWATER SEWER ------• -STM------- 10 TC:490.27 TOP OF CURB GRADE N OVERHEAD WIRES -E- ELECTRIC UNE 0 CONCRETE GRADE - e - G 3- GAS UNE Fo -FO- Fo FIBER OPTIC LINEAC:490.27 ASPHALT CONCRETE GRADE v 0- a ' 0 440 r sarsA N wflz- 13L 01 -------------I- _-- --- ---------_.- ..,..--._..._. .-.-_.-_......._.__....--------------------- Q---------------------------- JASPER RD. E! - - - - - - - - - ----------------- sc GRAPHIC SCALE 3 --------------------------------- a _ �.—..gym n . ...t .. 30 0 15 30 60 71 OT L 0 m 5 copyright © 2018 Branch Engineering, Inc. ( IN FEET ) PRELI LEGEND EXISTING ELEVA77ON CONTOUR PROPOSED N <+)+- SITE PROPERTY LINE - - - - - - - - GRADING RIDGE UNE AL SIGN CURB --------------- GRADING VALLEY UNE STORMWATER MANHOLE EDGE OF AC PAVING CL CATCH BASIN Q: -W-w WATER UNE -489",• CONTOUR UNE --aNr}l- -- WASEWATER SEWER 440 r sarsA N wflz- 13L 01 -------------I- _-- --- ---------_.- ..,..--._..._. .-.-_.-_......._.__....--------------------- Q---------------------------- JASPER RD. E! - - - - - - - - - ----------------- sc GRAPHIC SCALE 3 --------------------------------- a _ �.—..gym n . ...t .. 30 0 15 30 60 71 OT L 0 m 5 copyright © 2018 Branch Engineering, Inc. ( IN FEET ) PRELI LEGEND EXISTING ELEVA77ON CONTOUR PROPOSED WATER VALVE <+)+- SITE PROPERTY LINE - - - - - - - - GRADING RIDGE UNE AL SIGN CURB --------------- GRADING VALLEY UNE STORMWATER MANHOLE EDGE OF AC PAVING a CATCH BASIN POWER POLE -W-w WATER UNE -489",• CONTOUR UNE --aNr}l- -- WASEWATER SEWER ------• -STM------- STORM WATER TC:490.27 TOP OF CURB GRADE -OHW- OVERHEAD WIRES -E- ELECTRIC UNE C:490.27 CONCRETE GRADE - e - G 3- GAS UNE Fo -FO- Fo FIBER OPTIC LINEAC:490.27 ASPHALT CONCRETE GRADE ---502---- ELEVA77ON CONTOUR DQ WATER VALVE <+)+- WATER HYDRANT ® SIGNAL BOXES AL SIGN { WASTEWATER MANHOLE sD STORMWATER MANHOLE CURB INLET POWER POLE STREET LIGHT ;.'." CONCRETE CUT/FILL QUANTITIES CUT 7,190 C. Y. FILL 3,340 C.Y. (CONTRACTOR TO VERIFY) EXCAVATION AND .FILL ROUGH GRADING WILL BE NECESSARY TO ACHIEVE PROPOSED GRADES. ANY SUITABLE EXCAVATION MATERIAL WILL BE USED AS FILL IN LOW AREAS. KEYNOTES 101 NEW CURB AND GUTTER. 102 NEW VERTICAL CURB. 103 NEW MONOLITHIC CURB AND SIDEWALK 104 CURB CUT SPILLWAY. 105 NEW CONCRETE VALLEY GUTTER. 107 NEW DRIVEWAY. 120 ASPHALT PAVING PER GEOTECHNICAL RECOMMENDATIONS (3" ASPHALT OVER 10" CRUSHED QD ROCK. 440 RAIN GARDEN TREATMENT FACILITY PER CITY OF EUGENE STORMWATER MANAGEMENT MANUAL AND SECTION VIEW 1. SEE LANDSCAPE PLAN FOR PLANTING DESIGN. 441 RAIN GARDEN INFILTRATION FACILITY PER SECTION VIEW 2. SEE LANDSCAPE PLAN FOR PLANTING DESIGN. 442 RAIN GARDEN TREATMENT FACILITY PER CITY OF EUGENE STORMWATER MANAGEMENT MANUAL AND SECTION VIEW 3. SEE LANDSCAPE PLAN FOR PLANTING DESING. PLANTINGS PER LANDSCAPE INSTALL 2" ROCK MULCH ALONG DRAWINGS BOTTOM OF FACILITY 3 j \ -VARIES PER PLM_ GEOTEXTILE - FILTER FABRIC \ 18" GROWING MEDIUM 18" OF 2 1/2" - 3/4" DIA. OPEN GRADED AGGREGATE STORAGE, WRAPPED 1N FILTER FABRIC. SCARIFY BASE PRIOR TO ROCK INSTALLATION. j VEGETATED RAIN GARDEN -- SECTION 1 SCALL:: N.T.S. PLANTINGS PER LANDSCAPE DRAWINGS L"'� u' GEOTEXTILE FILTER FABRIC SCARIFY BASE PRIOR TO ROCK VARIES INSTALL 2" ROCK MULCH/PEA GRAVEL ALONG BOTTOM OF FACILITY 2' WIDE ROCK STORAGE 18" GROWING MEDIUM 18" OF 2 1/2" - 3/4" DIA. OPEN GRADED AGGREGATE STORAGE, WRAPPED IN FILTER FABRIC 2 VEGETATED .RAIN GARDEN -- SECTION 2 SCALE- N T.S PLANTINGS PER LANDSCAPE DRAWINGS VARIES PER 3 -VARIES PER r* *I\ I - GEOTEX77LE FILTER FABRIC INSTALL 2" ROCK MULCH ALONG BOTTOM OF FACILITY 3:1 �, 24" GROWING MEDIUM 18" OF 2 1/2" - 3/4" DIA. OPEN GRADED AGGREGATE STORAGE, WRAPPED IN FILTER FABRIC. SCARIFY BASE PRIOR TO ROCK INSTALLATION. U"03�3 VEGETATED RAIN GARDEN — SECTION 3 MINARY: FOR CITY SITE REVIEW ONLY N"GINEERING- 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 Pp R� INOF�s`r�o #52996 r Di ed by K lane Br-nch M. Lane Br; 'Date. 2 555:28-07M OREGON o BR41ARY 8, l LANE 0 EXPIRES: DECEMBER 31, 2019 project title: CITY PROJ # AGENCY APPROVAL O O CONSTRUCTION SUBJECT TO AGENCY REVIEU� < ,C rile (VM V C� W 5c0 revisions: date: OCT 22, 2018 drawn by: MD designer: NP project no: 18-035 r A 1 0 9 sheet: C2 10-0 X 6-0 FIXED PANE WINDOW 2-6 X 4-6 2-6 X 4-6 CASEMENT CASEMENT WINDOW WINDOW SOUTH FACING ELEVATION 9-0 X 8-0 9-0 X 8-0 9-0 X 8-0 9-0 X 8-0 9-0 X 8-0 9-0 X 8-0 9-0 X 8-0 9-0 X 8-0 7-0 X 8-0 OVERHEAD OVERHEAD OVERHEAD OVERHEAD OVERHEAD OVERHEAD OVERHEAD OVERHEAD OVERHEAD DOOR DOOR DOOR DOOR DOOR DOOR DOOR DOOR DOOR NORTH FACING EL El/,4 TION Associated Design and Engineering Services LLC Do not copy or distribute these plans without the express written permission of ADES—LLC. In the development of these plans, certain' assumptions have been made about the condition of existing structures and landscape. 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Submittal Do not copy or distribute these plans without the express written permission of ARES—LEC. tssojdated Design In the development of these plans, certain assumptions have been made about the condition of existing ngi to Ling structures and landscape. Verify all existing conditions in the field prior to beginning this project 00 O � z q O w � N0 O D W d a'- W W <C L L n C QT_ ryn —� d - DATE 10/23/2018 SCALE 1 /8"=1 ' —0" DRAWN R. EDWARDS JOB 4-0 X 7-0 4-0 X 7-0 C HALLI S STEEL SLAB STEEL SLAB DOOR DOOR SHEET 7 Date Received BUILDING M LEFT END1/!ALL OF 7 OCT 25 2019 Associated Design and Engineering Services LLC origir�a! Submittal Do not copy or distribute these plans without the express written permission of ARES—LEC. tssojdated Design In the development of these plans, certain assumptions have been made about the condition of existing ngi to Ling structures and landscape. Verify all existing conditions in the field prior to beginning this project