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HomeMy WebLinkAboutPlan, Tentative APPLICANT 5/15/2023t00 9'1yS%QOCL �iY�S ,� 15 SEE SHEET 2 BOUNDARY & TOPOGRAPHIC SURVEY LOCATED IN THE SW QUARTER OF SECTION 25 TOWNSHIP 17 SOUTH, RANGE 3 WEST, WILLAMETTE MERIDIAN CITY OF SPRINGFIELD, LANE COUNTY, OREGON FIELD SURVEYED: 21 APRIL 2021 NOTES: 1.) VERTICAL DATUM: CITY OF SPRINGFIELD BENCHMARK: BRASS DISK IN CURB AT THE S BENCHMARK NO. 223 OF 16TH STREET AT 90 DEGREE CURVE. ELEVATION =464.15' 2.) BASIS OF BEARINGS FOR THIS SURVEY IS THE OREGON COORDINATE REFERENCE SYSTEM (OCRS), EUGENE ZONE. THE RESULTANT BEARING OF THE CENTERLINE OF MOHAWK BOULEVARD 15 NORTH 29°10'01" EAST. 3.) BOUNDARY AND EASEMENTS SHOWN HEREON ARE BASED ON TITLE REPORT NO. 21-22429 BY EVERGREEN LAND TITLE COMPANY, EFFECTIVE DATE MARCH 30, 2021. 4.) UTILITY LOCATIONS SHOWN ARE PER FIELD LOCATED UTILITY PAINT MARKS& REFERENCE MAPS MADE AVAILABLE BY THE VARIOUS UTI UTY PROVIDERS. UNLESS INDICATED, DEPTHS OF UTILITY LINES ARE NOT AVAILABLE. ALL UTILITY LOCATIONS SHOULD BE FIELD VERIFIED (POTHOLED) PRIOR TO CONSTRUCTION. 5.) TOTZ LINE SHOWN HEREON IS APPROXIMATE, AND WAS PROVIDED BY JOHNSON BRODERICK ENGINEERING, LLC. 6.) THE SUBJECT PROPERTY APPEARS TO UE WITHIN FLOOD ZONE W1, AREAS DETERMINED TO BE OUTSIDE THE 500 -YEAR FLOODPLAIN, ON FLOOD INSURANCE RATE MAP PANEL NUMBER 41039C1161 F, EFFECTIVE DATE JUNE 2, 1999. STORM TABLE: SANITARYTABLE: LEGEND: OSTORM MANHOLE MAN 11 CATCH BASIN Ol SANITARY MANHOLE BUILDING OUTLINE WITH DOOR CONCRETE SURFACE RIM =4 RIM = 462.17' RIM = 464.66' FULL OF SEDIMENT IE8"OUT (E)=460.57' IE8"IN(W)=460.01' 1 ASPHALT SURFACE O STORM MANHOLE (ABANDONED) 12 CATCH BASIN IE8"OTNE)=4.01' IE 8" OUT (NE) = 460.00' WALL RIM "IN(N)S' RIM =463.31' - - - - - - - - - - BUILDING OVERHANG IE 10"INT(5)=0.03' LEO"DUT(W)=462.fi6' O SANITARY MANHOLE IE 30" OUT (S) = 459.85' RIM = 464.40' CURB UNE O CATCH BASIN 13 CATCH BASIN RIM=464.01' IE8"IN(SW)=459.03' EDGE OF ASPHALT IE4"IN(E)=459.83' RIM=464.12' IE4"OUT (S)=463.33' IE 811 OUT IN E)=459.01' RIGHT-OF-WAY UNE IE 8" OUT (W)=461.87' 14 CATCH BASIN O3 SANITARY MANHOLE' _ EASEMENT UNE O STORM = RIM 463.50' LOT UNE RIM=46445HOLE' HE 4'"OUT(W)=463.17' PROPERTY LINE OCATCH BASIN15 CATCH BASIN 0 WOOD FENCE RIM=461.85' RIM=463.98' E ELECTRICAL UNE IE8"OUT (E)=462.61' IE4"OUT (E)=463.33' TS TRAFFIC SIGNAL LINE O CATCH BASIN 16 CATCH BASIN T TELECOMMUNICATIONS LINE SD STORM LINE NO VISIBLE PIPES HE 4-p " OSTORM MANHOLE' 17 CATCH BASIN SS SANITARY SEWER UNE W WATERLINE RIM =463.39' RIM =464.78' Og CATCH BASIN FULL OF SEDIMENT G GAS LINE RIM =463.21'18 CATCH BASIN OHU OVERHEAD UTILITY LINES IE8"OUT (W)=460.76' RIM=463.81' [ ) UNDERGROUND LINE PER AS-BUILTS HE 8" OUT (N) =462.36' SIGN O CATCH BASIN � RIM=462.61' 19 CATCH BASIN D/W DRIVEWAY ENTRY IE6"OUT (N)=460.17' RIM=464.94' HCR HANDICAP RAMP 10 STORM MANHOLE FULL OF SEDIMENT mJB EERRICALJUNCTION BOX RIM =462.96' IE 8" IN (W) = 460.03' GUY ANCHOR IE 6" IN (S) = 460.04' IE8"OUT (E)=459.86' 0 POWER POLE K�Tjr - OVERHEAD LIGHT 'DENOTES STRUCTURES UNABLE TO POWER POLE/OVERHEAD LIGHT BE OPENED DUE TO CONSTRUCTION IN MOHAWK BLVD. 0 GV GAS VALVE SANITARY MANHOLE WITH STRUCTURE J'OJ i STORM MANHOLE WITH STRUCTURE m CATCH BASIN OO SANITARY/STORM STRUCTURE# TRO TELECOMMUNICATIONS RISER O SB TRAFFIC SIGNAL BOX FOT____� TRAFFIC CONTROL SIG NAL ARM W WATER VALVE PROJECT CONTROL: qp FIRE HYDRANT m WATER METER STATION DESCRIPTION NORTHING EASTING ELEVATION 0ICV IRRIGATION CONTROL VALVE 1 1-1/8" BRA55 CAP "KPFF CONTROL' 112452.43 207748.08 464.85' ® TRASH CAN DECIDUOUS TREE DECIDUOUSTRPRESENTS 2 1-1/8" BRASS CAP"KPFF CONTROL' 112723.80 207861.87 465.27' ��V••// DRIPLINE 3 MAG NAIL W/ WASHER "KPFF CONTROL" 112870.35 207738.94 464.55' `' CONIFEROUSTREE -PERIMETER REPRESENTS DRI PLINE 4 MAG NAIL W/ WASHER "KPFF CONTROL" 112642.96 207734.10 465.49' FOUND MONUMENT A#1 PROJECT CONTROL POINT REGISTERED PROFESSIONAL LAND SURVEYOR OREGON JUNE 30, 1997 TROY T. TETSUKA 2841 RENEWAL 6/30/2022 SCALE 20 0 10 20 40 Joe NO 2100131 1 INCH = 20 FEET 111 EBY ORN Ave., Suite 2400 PoMand, OR 97204 0:503.227.3251 F: 503.224.4681 www.kolf.. END 2..G 0 BOUNDARY & TOPOGRAPHIC SURVEY LOCATED IN THE SW QUARTER OF SECTION 25 TOWNSHIP 17 SOUTH, RANGE 3 WEST, WILLAMETTE MERIDIAN CITY OF SPRINGFIELD, LANE COUNTY, OREGON FIELD SURVEYED: 21 APRIL 2021 SEE SHEET I TITLE/ICON REAL j w v ESTATE BUILDING p . / 40 w J a r o. 18 m q` O v� 3 5° m \ rJ SHED / / 0 m 4e. c / rJ O 5 FOOT UTILITY / i EASEMENT .—REC. NO. 103 811, yp yy pl aJB //J IP/ Oq or HE i1 y 'O h A a/ S VW 0 HES T 0 9 I��0 0 02J /J °r 0 °rJ 7ICA H PUT E J / �' °r° TR a / J / o J OV > 8"55 / 8"SSi 8"55 �SJ / J Or / e D REGISTERED PROFESSIONAL AND SURVEYOR JUNE 30, 1997 TROY T. TETSUKA RENEWAL 6/30/2022 LEGEND: SCALE 20 0 10 20 40 IW�I:DIii[GFkTI 1 INCH = 20 FEET 111 SW Fifth Ave., Suite 2400 Portland, OR 97204 0: 503.227.3251 F. 503.224.4681 www.off.. BUILDING OUTLINE WITH DOOR 0 CONCRETESURFACE {I-o-1(1f—o ASPHALT SURFACE WALL — — — — — — — — — — BUILDING OVERHANG 11011 CURB UNE — EDGE OF ASPHALT t RIGHT-OF-WAY UNE — — — EASEMENT LINE Ip LOT UNE Ol Ol PROPERTY LINE 0 WOOD FENCE E ELECTRICAL UNE TS TRAFFIC SIGNAL LINE T TELECOMMUNICATIONS LINE SD STORM LINE 55 SANITARY SEWER UNE W WATER LINE G GAS LINE CHU OVERHEAD UTILITY LINES I I UNDERGROUND LINE PER AS -GUILTS SIGN D/W DRIVEWAY ENTRY HCR HANDICAP RAMP e1B ELECTRICAL JUNCTION BOX SCALE 20 0 10 20 40 IW�I:DIii[GFkTI 1 INCH = 20 FEET 111 SW Fifth Ave., Suite 2400 Portland, OR 97204 0: 503.227.3251 F. 503.224.4681 www.off.. GUY ANCHOR 0 POWER POLE {I-o-1(1f—o OVERHEAD LIGHT POWER POLE/OVERHEAD LIGHT V GAS VALVE 11011 SANITARY MANHOLE WITH STRUCTURE SOD t STORM MANHOLE WITH STRUCTURE Ip CATCH BASIN Ol Ol SANITARY/STORM STRUCTURE# TRO TELECOMMUNICATIONS RISER OSB TRAFFIC SIGNAL BOX FOT___=� TRAFFIC CONTROL SIGNAL ARM DO WATER VALVE qp FIRE HYDRANT W 0 WATER METER O ICV IRRIGATION CONTROL VALVE ® TRASH CAN DECIDUOUSTREE -PERIMETER REPRESENTS DRIPLINE CONIFEROUS TREE -PERIMETER REPRESENTS DRIPLINE FOUND MONUMENT An PROJECT CONTROL POINT SCALE 20 0 10 20 40 IW�I:DIii[GFkTI 1 INCH = 20 FEET 111 SW Fifth Ave., Suite 2400 Portland, OR 97204 0: 503.227.3251 F. 503.224.4681 www.off.. WE 03 13 10 FOOT UTILITY EASEMENT v REC. NO. 75868 ' I \ 03 S 89°56'09" E 18" e�l 11 e,sp OLYMPIC STREET 02 D / d"sp 10 Un 1 N D Rq w O B sp � yy 0 4 /n o OHU o f n n -{- T6 I w� / pT oqD _ / 4 97 I y° 6 / 30 04 97 / Ts 10 c 3 �/ / IS 5WF ° 01 / • 15" Iso) 2 12 /RGREEN \ / 5 e , ICON yo / A / J • 4 y-• � � � J / .0 /. • o m 3J EVERGREEN TITLE/ICON REAL ESTATE BUILDING j1B •^0, / 15 t v-ys DB 3 11 3 y y o w SHED OrJ I 3 UTILITYilENT � •' 03 I JB y H /. E° 0.19 °rJ W GA. 10 o Q 2 / 0�f ¢4, 05 �o � oy / OZ�Q HE 4 O / / / m �J �1SIT21YE UTILITY PLAN 02.0 1" - NORTH STORM TABLE: OSTORM MANHOLE 11 CATCH BASIN 03 RIM = 46480' Y z0) RIM =462.1]' 04 FULL OF SEDIMENT 05 IES"OUT (E)=460.5]' OSTORM MANHOLE (ABANDONED) 12 CATCH BASIN G S RIM = 464.95' L, z RIM=463.31' OSANITARY IE 10 IN IN) =460.03' G IE4"OUT (W)=462.66' x0C7W IE 10 OUT(S)=459.85' O ' z OCATCH BASIN 13 CATCH BASIN RIM =46401' RIM = 46412 IE4"OUT (S)=463.33' HE 8'OUT (W) = 46187' Expires: 2023.12.31 Oq STORM MANHOLE' 14 CATCH BASIN RIM =46386' w RIM = 464.45' 2 HE 4" OUT (W) =463.1]' OCATCH BASIN 15 CATCH BASIN y RIM = 461.85' RIM =463.98' 3 IES"OUT (E)=462.61' IE4"OUT (E)=463.33' OCATCH BASIN 16 CATCH BASIN RIM = 463.62' _ CURB LINE 1, SANITARY MANHOLE WITH STRUCTURE RIM =464.]4' NO VISIBLE PIPE IE4"OUT (N)=464.10' OSTORM MANHOLE' 17 CATCH BASIN RIM = 463.39' RIM =464.]8' OCATCH BASIN FULL OF SEDIMENT RIM=463.21' 18 CATCH BASIN EDGE OF ASPHALT JOT STORM MANHOLE WITH STRUCTURE IES"OUT (W)=460.]6' RIM=463.81' HE 8" OUT (N) = 462.36' OCATCH BASIN RIM=UT(N)' 19 BASIN IE6"OUT (N)=460.1]' RIM= RIM =464.94' 10 STORM MANHOLE RIGHT -OF -WAV LINE p CATCH BASIN FULL OF SEDIMENT w RIM =462.96' IES" IN (W)=460.03' HE 6" IN (S) = 460.04' IES" OUT (E)=459.86' CIVIL LEGEND GENERAL NOTES THIS SHEET: 1. NOT USED KEYED NOTES THIS SHEET 01 RAIN GARDEN PER DETAIL 2/C2.1 02 EXISTING FIRE HYDRANT TO BE REPLACED BY S.U.B. 03 DOUBLE CHAMBER CATCH BASIN WITH FLOW GUARD Y z0) PLUS FILTER INSERT, TYP 04 CONNECT TO EXISTING STORM DRAIN LINE 05 HYDRAULICALLY ISOLATED TRASH ENCLOSURE zU WITH ROOF AND DRAIN TO WASTEWATER OB CONNECT TO EXISTING WASTEWATER SERVICE LINE RIM -464.66' 07 REMOVE EXISTING CATCH BASIN Y z0) DlgaaII,SI,,wd23.05.02 CC O2 d b zU RIM =46440 LL, G S VEGETATIONSWALE PER DETAIL 3102.1 L, z 0 OSANITARY Z C G a, x0C7W OVERFLOW PIPE O ' z 11 INSTALL WASTEWATER CLEANOUT m w 9 a 9,Q qR�H 10 .�°° �o RAIN GARDEN/VEGETATION SWALE 7 -o -').To OVERHEAD LIGHT BROOf'Q- Expires: 2023.12.31 V w 2 "s3 L1J y BUILDING OVERHANG 0 Gv GAS VALVE 3 <3 M Wa � ca ' aW m o` _ CURB LINE 1, SANITARY MANHOLE WITH STRUCTURE OB CONNECT TO EXISTING WASTEWATER SERVICE LINE RIM -464.66' 07 REMOVE EXISTING CATCH BASIN DlgaaII,SI,,wd23.05.02 NEW WASTEWATER LINE O2 SANITARY MANHOLE ® RIM =46440 0749N43PEN VEGETATIONSWALE PER DETAIL 3102.1 HE B" OUT (NE) = 459.01' OSANITARY MANHOLE' a, 10 OVERFLOW PIPE 1j �fiEGGN � 11 INSTALL WASTEWATER CLEANOUT 9 a 9,Q qR�H 10 .�°° �o RAIN GARDEN/VEGETATION SWALE 7 -o -').To OVERHEAD LIGHT BROOf'Q- Expires: 2023.12.31 SANITARY TABLE: 0 SANITARY MANHOLE RIM -464.66' IES"IN(W) = 460.01' HE B" IN (SW) = 460.01' HE B" OUT (NE) = 460.00' O2 SANITARY MANHOLE if RIM =46440 HE B" IN (SW) = 459.03' HE 4" IN (E) = 459.83' HE B" OUT (NE) = 459.01' OSANITARY MANHOLE' RIM =463.50' m CT) Z U of =M0 U Y D O ¢ w x O LL MLU Z CD f- EL a a BUILDING OUTLINE WITH DOOR � GUV ANCHOR CONCRETESURFACE OWER POLE if _ RAIN GARDEN/VEGETATION SWALE 7 -o -').To OVERHEAD LIGHT WALL > POWER POLE/OVERHEAD LIGHT BUILDING OVERHANG 0 Gv GAS VALVE _ CURB LINE 1, SANITARY MANHOLE WITH STRUCTURE EDGE OF ASPHALT JOT STORM MANHOLE WITH STRUCTURE RIGHT -OF -WAV LINE p CATCH BASIN w - EASEMENT LINE 00 SANITARY/STORM STRUCTURE # w LOT LINE w - - PROPERTY LINE TRO TELECOMMUNICATIONS RISER g �+ WOOD FENCED SB TRAFFIC SIGNAL BOX o LL E ELECTRICAL LINE ® TRAFFIC CONTROL SIGNAL ARM w O TS TRAFFIC SIGNAL LINE p4 WATER VALVE w N TELECOMMU NICATIONS LINE FIRE HYDRANT 8"SD STORM LINE W0 WATERR 8'55 SANITARY SEWER LINE CV IRRIGAATIONTION CONTROL VALVE 4"w WATER LINE O 2023.05.02 Date DECIDUOUS TREE G GAS LINE -PERIMETER REPRESENTS DRIPLINE OHU OVERHEAD UTILITY LINES `� CONIFEROUSTREE Project No: 21016.03 - _WW - - -yWy- - WASTE WATER LINES -PERI METER REPRESENTS DRIPLINE Dravoe: MGB -� SIGN ® FOUNDMONUMENT OJB ELECTRICAL JUNCTION BOX Checked Rx MDS 4) 2023JOHNSON BRODERICK ENGINEERING. No par[ ofthis document is to be reproduced without the written permission from JBE,[ 325 WEST 13TH AVENUE EUGENE OREGON, 97401.(541)338-9466 or fax(541)33B-94831 C2.0 WE 5FOOTUTILITV R EASEMENT OLYMPIC STREET e"so W w -� Q)PAVINGAND GRADING PLAN C2.1 NORTH OVERFLOW TO APPROVED DISCHARGE POINT 1. Provide protection from all vehicle traffic, equipment ste in 9. and foot traffic in proposed infiltration areas prior to during, Prof P � 0. and after construction. 2. Dimensions: a. Depth of rain garden: 6" minimum and 12" maximum b. Flat bottom width: 2' min. c. Side slopes of Rain Garden: 3:1 maximum. 3. Setbacks: a. Infiltration rain gardens must be 10' from foundations and 5' from property lines. Filtration Rain Garden do not require a setback with an approved waterproof liner. 4. Overflow: a. Overflows are required unless sized to fully infiltrate the flood control design storm. b. Inlet elevation must allow for 2" of freeboard, minimum. 5. Piping: Minimum 3" pipe required for up to 1,500 sq ft of impervious area, otherwise 4" min. Piping material, slopes and installation shall follow the Uniform Plumbing Code. �1RAIN GARDEN C2.1 NON -BUILDING IMPERVIOUS AREA TREATMENT SUMMARY BASIN IMP AREA(FT42) TREATMENT AREA(FT42) TREATMENTAREA % AI 2880 354 12% B❑ 4185 530 13% © 2850 552 21% D❑ 7183 DOUBLE CHAMBER CATCHBASIN W7FILTER INSERT WA E❑ 458 NONE WA = O TOTAL IMPERVIOUS AREA TOTAL IMPERVIOUS AREA TREATED BY VEGATATIVE MEANS PERCENTAGE OF IMPERVIOUS AREA TREATED 17338 9895 58% LEGEND THIS SHEET ORAIN GARDENNEGETATION SWALE ® AC OCONCRETE 2 0) DRAINAGE DIRECTION 0 U CC BASIN DRAINAGE BOUNDARIES PROPERTY LINE CURB SEWAGE MANHOLE DOUBLE CHAMBER C WITH FILTER INSERT TIRE STOPS OR CURBS CUTS FOR PARKING LOTS FILTER FABRIC 6. Drain rock: a. Size: 314"-2-1/2" washed b. Depth: 12" Minimum 7. Drain rock later shall be separated form the growing medium and the surround soils by a 9 eotextlls filter fabric. 8. Growing medium: a. 12" minimum b. Imported topsoil or amended native topsoil. Vegetation: Follow landscape plans otherwise refer to plant list In SWARM Appendix F. Number of plantings per 100sf of facility area: a. 100 Ground Covers, OR b. 80 Ground Covers, 2 Large Shrubs 4 Small Shrubs and 1 tress (deciduous or evergreen) 10. Install washed pea gravel or river rock to transition from inlets and splash pad to growing medium. 11. All vegetation shall be fully established prior to final site inspection. If this condition cannot be met, temporary erosion measures as shown on LDAP shall remain in place until vegetation is fully established. 1. NOT USED KEYED NOTES THIS SHEET: 01 CONSTRUCT STD CURB AND GUTTER 02 REMOVE EXISTING DRIVEWAY. CONSTRUCT COMMERCIAL DRIVEWAY APRON PER CITY STD. DWG 3-22. 03 AC PATCH AS REQUIRED 04 REMOVE EXISTING DRIVEWAY AND CONSTRUCT SIDEWALK 05 CONSTRUCT CURB OPENING OB CONSTRUCT STD CURB 1. Provide protection from all vehicle traffic, equipment staging, and foot traffic in proposed Infiltration areas prior to, during, and after construction. 2. Dimensions: a. Width of Swale: 5' - 12'. Depth of swale: 12" b. Longitudinal slope of Swale: 0.5% min and 6% max. c. Flat bottom width: 2' minimum. d. Side slopes of swele: 3:1 maximum. 3. Setbacks (from centerline of facility): a. Infiltration swales must be 10' from foundations and 5' from property lines. b. Filtration males must have a waterproof liner when within 10' from foundation of 5 from property lines. 4. Overflow: a. Overflows are required to an approved point discharge point unless sized to fully infiltrate the flood control design storm. b. Inlet elevation must allow for 2" of freeboard, minimum. 5. Piping: Minimum 3" pipe required for up to 1,500 sq ft of impervious area, otherwise 4" min. Piping material, slopes and installation shall follow the Uniform Plumbing Code. 6. Drain rock: a. Size: 3/4" - 2-112" washed b. Depth: 12" minimum �1VEGETATION SWALE Q2.1 NTS 015. IT Ctrs 7. A geotextile is required to isolate the drain rock from the subgrade and growing medium 8. Growing medium a. 12" minimum b. Import topsoil or amended native soil P P 9. Vegetation: Follow landscape plans otherwise refer to plant list in SWMM Appendix F. Vegetative males must have following plantings par 100sf of facility area: a. 100 Ground Covers, OR b. 80 Ground Covers, 2 Small Shrubs, 4 Large Shrubs, and 1 Tree (deciduous or evergreen) 10. Waterproof liner: Shall be 30 mil PVC or equivalent for flow-through facilities. 11. Install washed pea gravel or river rock to tmnsifion from inlets and splash pad to growing medium. 12. Check dams: Shall be placed at 12" intervals along the length of the Swale. © 2023JOHNSON BRODERICK ENGINEERING. No pad ofthis document is to be reproduced withod the written permission from JBE,[ 325 WEST 13TH AVENUE EUGENE OREGON, 97401.(541)338-94BB or fax(541)33B-99831 0eeaw5ianed 33.05.03 NG1NfF��%\ 74943PE Alm .OREGON Expires: 2023.12.31 a V Z W 0 0 U cc O = Y U Q 0p ¢ w_ =OLL LU ME CD Ln 0�U s a Date 2023.05.02 Pro No: 21016.03 Drawn By MGB Checked Be MDS PAVING & GRADING PLAN C2.1 2 0) 0 U CC d d b Z W G Z W W O e Z 0 Z G ee = O W LU 0 OfZ o � COm W W w � w N m ui w $ y 3 � 3 «e 3 G O aW m o` 0eeaw5ianed 33.05.03 NG1NfF��%\ 74943PE Alm .OREGON Expires: 2023.12.31 a V Z W 0 0 U cc O = Y U Q 0p ¢ w_ =OLL LU ME CD Ln 0�U s a Date 2023.05.02 Pro No: 21016.03 Drawn By MGB Checked Be MDS PAVING & GRADING PLAN C2.1 BUILDING HT. _ 486'- 10 3/8" N a N Lk -WINDOW HT. mu 4' - 2 7/8" T t 27'-4'+2'-B"=30' Existing TIF -15-6"ond 8" '-6=24'New 54proposetl > 5275 = O III III III III III II 27- 4" EXISTING 2'- B" EXISTING 105'- 61/2" ( MIN. 52.75) FACING MOHAW I)`LGNED WITH MOHAWK BLVD) SCALE: 1/4" = 1'-0" /u BUILDING HT. M--' 486' - 1634 FACING 17TH SCALE: 3/16" = 1'-0" C c L L L _ MAIN LEVEL � . p B' - 6" EXISTING OPENING � L BACK TO GARAGE DOOR AGAIN t CB ANDERSON ARCHITECT PLLC. 7209 Greenwood Avenue Norih Seattle, Washington 98103 206-782-2911 Fax 782-5624 CLIENT: CONSULTANT: N Z O H Q Q i v W W > _ � m W 0� Q Z �O uy F N CL. O Q) w '0 F H � 1 N U W 0 L Q U) REVISIONS: DRAWN BY: AM, CF SCALE: As indicated DATE: 27 APRIL 2023 PROJECT NO: 1906.0 DSI �D<ISTING DOOR EXISTING ACCESSORY S-2 BUILDING IS THE CONSTRUCTION TYPE OF A TRASH ENCLOSURE N \ TENANT IMPROVEMENT FLOOR PLAN OF TRASH ENCLOSURE SCALE: 114" = U-0' NEW INTERIOR STUD WALL ONLY FOR PLUMBING EXISTING WALLS APPEAR TO BE ENTIRELY MASONRY, BUT NOT SURE. NO PLANS TO REVISE OR ADD INSULATION. PLAN IS TO ONLY ADD UTILITY WALLS WHERE NEEDED REVISE OR INFILL EXISTING BANK TELLER DRIVE-THRU WINDOW DELIVERY VERIFY/PROVIDE HYDRAULIC ISOLATION AND DRAIN TO LOCAL GREASE INTERCEPTOR SUCH AS SHIER GBI (EXISTING ACCESSORY STRUCTURE IS ROOFED) NEW GARAGE STYLE SECTIONAL OVERHEAD DOOR CONTAINER EXISTING STOREFRONT WINDOWS EXISTING ROOF OVERHANG ISTING / RY/ E RESS SFF���gT/OAF qc/Nc o/GMP/c ORIGINAL BUILDING HAD A GARAGE DOOR HERE, THEN IT WAS IN -FILLED DURING A LATER REMODEL. EITHER REMOVE INFILL AND PUT IN NEW FULL -HEIGHT WINDOWS IN EXISTING STRUCTURAL OPENING, OR PUT IN NEW GLAZED SECTIONSTYLE ROLL -UP DOOR EXISTING WALLS AND EXISTING THERMAL CAPACITY TO REMAIN. NEW WINDOWS OR EXTERIOR DOORS WILL MEET CURRENT ENERGY CODE STANDARDS - WE ARE ADDING WINDOWS VOLUNTARILY, BECAUSE WE KNOW THE CITY DESIGN STANDARDS WANT 50%GLAZING NEW ADA RESTROOMS NEAR EXISTING LOCATION OF REST ROOMS INFILL STOREFRONT WINDOW, BUT KEEP EMERIOR APPEARANCE OF STOREFRONT GLAZING PLUMBING WALL DHC MURAL- VALANCE LIT, OR BLACK OUT FILM ON GLASS EXISTING MEZZANINE IS ABANDONED WHEN STAIR IS REMOVED. THIS WILL REDUCE THE HEATED AREA TO 2,642 SF NET AFTER TENANT IMPROVEMENT ROOF OVERHANG EXISTING WALLS NEW WALLS OR INFILL TENANT IMPROVEMENT SCALE: 114" = U-0' G CB ANDERSON ARCHITECT 7209 Greenwood Avenue North Seattle, Washington 98103 206-782-2911 Fax 782-5624 CLIENT: JCK Birdz LLC Joe Karcher 875 Country Club Road Eugene, OR 97401 cm �43T OO O n W M N N M ul M — O � V) 4i _ i O F_ d 0 2. CL LV Y = U > U o^ R m 0 Y mo=w ;�z w a W wo �� w � a a REVISIONS: ---------------- ------------------ DRAWN BY: CF SCALE: DATE_________ APR 27, 2023 JOB NUMBER: 1906.0 SHEET NUMBER: A115 EXISTING FIRE HYDRANT 4/ I ~ oq - v) O� 3 OLYMPIC STREET - .a W REPLACE NORTH FENCE AND LOCATE CLOSER — w �m / Y��,10 -- / ro N TO PROPERLY LINE . c \ ZONE: LOW DENSITY RESIDENTIAL W 1 - / o S 89'56'09" E 121.57' 15 / m N IV Q 1 2, 3 4 5` ,:6= J Z - W O H -� — �H R lP tt n j�'+° W 14 of Q 76 Z 16 10 FOOT UTILITY O U EXISTING SITE AS -IS EASEMENT NO 5868 — 3 7 > ® g ~ 01 16O --- �f - Ow 0 Q p 8 9 10 LY WHEN THIS DRIVEWAY IS ABANDONED THEN N a^so IT NEEDS A 5' LANDSCAPE BUFFER. THE NEW / 18'- - ABAND NED DRIVE T e / / � LANDSCAPE CAN BE BIO PLANER - w' m AND RE ORED SIDE W o1CV OR P RONE-W /fD D E- 12 �U �' 1.11 - PRO Y 3, `�\ 0 NEW WHEEL SLOPS TO PROTECT 5' LANDSCAPING 3 LINE m 0' - 5 FOOT UTILITY / EASEMENT c+JIV T _(p — REX. N0.89102 E 'o PU / a�' PZO ESTOP SF I RADIU S mv� N 1.yV� w, Q 04 Qq, 2•"/ F7 U4\25 OHm� 0 ro /� Sol-$ = — 2 5 18' 13 26 26 Z n �' a hm up0m / b`y 2 L -- e / W. < 'J --fmc �_ _ ac =p= EXISTING SITE AREAS: (NO CHANGES PROPOSED) SEE G201 Q -- O I LSD] ISO _ _ U 21 WALK-UP WINDOW AT EXISTING DOOR LOCATION I T �(> EXISTING ROOF OVERHANG 2 ABS &Pdf00 B �U W ii / r, Om EXISTING BUILDING ROOF OVERHANG FOOTPRINT 3,601 SF = I I % U COVERED STALLS: I STANDARD BIKE, AND I LARGE BIKE C IMPACT R P ° RGRE�EN CI / p EXISTING ACCESSORY BUILDING ROOF OVERHANG FOOTPRINT: 369 SF = I % W STALL (ALL QUALIFY AS LONG-TERM) O °� ICON e� EXISTING PARKING, SIDEWALKS, PATIOS, AND ALL OTHER HARD -SURFACES: 18,611 SF =57% ~ U 23- MOSTLY 3 EXISTING PERVIOUS LANDSCAPE AREAS (NOT INCLUDING CURBS): 9,926 SF =31 W COMP Q MOSTLY COVERED STALLS: 2 STANDARD BIKE STALLS SHORT-TERM p' /-' TOTAL AREA: 32,507 SF z 14 ED EXISTING POLE -LIGHT J Z W m ABANDON EXISTING DRIVE -UP WINDOW FF=465.60' 41 e W ADDED LANDSCAPING AREAS - SEE SHEETS G500 AND G501 = EXISTINGIU / TENANT IMPROVEMENT IN EXISTINGSTRUCTURE NOTE: ALL CONVERTED LANDSCAPED AREAS ARE EITHER OR REVISED, CONVERTED TO STORM W ATER RETAINAGE OR z DAVE'S HOT CHICKEN / m �' r W 2,642 SF NET AFTER TENANT IMPROVEMENT �' ° NOTE E AL d NEW LANDSCAPING ISLAND NOTE: W E ALREADY HAVE A TREE FELLING PERMIT, BUT IT MAY a SEE SHEEP AI05 FOR RooR PIAN la O / _ `Q m OR MAY NOT BE USED. V REVISE EXISTING STOREFRONT FOR NEW DELIVERY DOOR- W NOTE: DRIVE GRADE AND FLOOR GRADE ARE NEARLY Z 6'- r / / o (2 SAME DUE TO PREVISU DRIVE -UP TELLER WINDOW O 3 / l � 0 °g ICV / I / m � EXISTING LIGHTED BUS SLOP SHELTER NOT ONSITE. NO SCOPE FOR THIS ITEM VICINITY MAP q EXIST(GRADE SLOPES OWEST. SO, If MAKES o SENSE TO MAKE THIS ABIOPL ANTER (786 SF AREA) 1 31 EVENT EXISTING POLE LIGHT TO REMAIN EC NO.No. 89103 O 20'_44' o� �° as / a S 0 a, EXISTING 369 SF ROOFED ACCESSORY STORAGE BUILDING, w F S-2. TENANT IMPROVEMENT FOR TRASH ENCLOSURE-/ - h MAINTAIN HYDRAULIC ISOLATION- INSTALL NEW SHIER GB e,�A �O I HYDROMECHANICAL UNDERSLAB GREASE INTERCEPTOR Z W O O 4FOOT GAT Ln ZJ d TIN a N F R TR 3 S� ��pe p a ... o 'o °. T O Oh gQ�J m °4x .�..., oTI W { O Q d TRAFFIC SUMMARY PROJECT SUMMARY A TRAFFIC IMPACT STUDY (TIS) IS NOT REQUIRED, BECAUSE THE PROPOSAL DOES NOT SCOPE: TENANT IMPROVEMENT CHANGE OF USE FROM BANK -RETAIL TO RESTAURANT- NO SITE EXCEED 1,000 ADT OR 100 PEAK HOURTRIPS. WORK EXCEPT PERHAPS TRASH UPGRADE (EXISTING DRIVE-THRU WILL BECOME ON-LINE ORDER PICK Z e o / / / ITE TRIP GENERATION I ITH EDITION HAS LAND USE (934) FAST FOOD DRIVE RESTAURANT UP) Q N 1/e WITH DRIVE THRU HAS A WEEKDAY RATE OF 467.48 TRIPS/I COOSQ.FT AND A PM PEAK SITE AREA (MAP # 17-032631, TAX LOT #S -02700, -02M, -03100): 32,507 SF / HOUR RATE OF 50.94 TRIPS/ 1000 SQ. H. U ITE TRIP GENERATION FOR LAND USE (912) DRIVE-IN BANK HAS A WEEKDAY TRIP RATE ZONE: MIXED USE COMMERCIAL rn / OF 100.35 TRIPS/1 OCUSQ.FT. AND A PM PEAK HOUR RATE OF 27.92LRIPS/l OCUSQ.FL. W PARKING (4-6-100): 1SPACE PER ICO SF EATING AND DRINKING EST. J WITH AN EXISTING 3,650 SQ. Ff. DRIVE-IN BANK AND A PROPOSED 2,642 SQ. Ff. FAST TENANT IMPROVEMENT NET AREA: 2642 / 100 = 26 STALLS REQUIRED, 28 EXISTING FOOD RESTAURANT WITH NO DRIVE-THRU, THE PROJECT REMAINS UNDER THE TRIP BIKESA per 600 square Feet of floor area 2642/600=4.4=4 Z THRESHOLD FOR REQUIRING A TIA FOR THE PEAK HOUR. IT IS LESS THAN THE PREVIOUS PROVIDED: 25% LONG-TERM, 75% SHORT TERM. O TYPE APPROVAL WITH 73 NEW PEAK HOUR TRIPS AND 996 NEW WEEKDAY TRIPS. ANY NEW REQUIRED BIKE RACKS COULD FIT UNDER EXISTING ROOF OVERHANGS, THUS ALL WOULD v PRACTICA QUALIFY AS "LONG-TERM" = TWO COMPUTE -- -- -- -- -- QTR z e ° DEMOLITION AND AREAS THAN CAN EASILY BE BIOPLANTERS U Rx j / / / EXISTING SITE PLAN o / / p SCALE: V" 20' F l��G —� V I PIVA CB ANDERSON ARCH ITECT 7209 Greenwood Avenue North Seattle, Washington 98103 206-782-2911 Fax 782-5624 JCK Birdz LLC CLIENT: Joe Karcher 875 Country Club Road Eugene, O'JR�� 97401 •, N loft P %0 OOoh O M N N M Lf) /A N V M Z O N � X ~ 0 W a O N W z LU o Q U >r- dZ x_� ,a GJ pm° W = ao d W Lu z FO F0 Q O^ W W 0 r n REVISIONS: ---- ------------------ DRAWN BY: CF SCALE_ DATE:---- – APR4,2023 JOB NUMBER 1906.0 SHEET NUMBER. G200 L2: 81 N 43 H2 18,55D SF - L3: 5,509 SF L4: 9 SF L5 112SF L6: 29 SF L7: 40 SF DRIVE AS PROPOSED LOCATION FOR PART OF THIS SITE'S STORMW ATER MANAGEMENT PROPOSED LOCATION FOR PUBLIC ART: 225 SF, 12 RADIUS, PLUS THAT IT COULD BE DESIGNED TO ARTISTICALLY BLEND INTO THE RAIN GARDEN TO MAKE A STATEMENT OF HOW EVERYONE IN THE COMMUNITY HAS A RESPONSIBILITY FOR DRINKING WATER MANAGEMENT. THUS THE ADJACENT SPACE USE FOR A RAIN GARDEN BECOMES PART OF THE COMMUNITY MESSAGE WHERE ART MEETS REALITY / RESPONSIBILITY. A LITTLE SIGN COULD SAY SOMETHING LIKE: THIS PART OF THE PARKING LOT WAS RE -PURPOSED TO HELP PROTECT OUR FUTURE DRINKING WATER RAIN GARDEN BOUNDARY L8: 514 SF L9: 137 SF H1:61 SF LI0: 3,452 SF B 1: 3,601 SF BI 3,601 SF B2 369 B2369 SF --......I HIT 61 SFSF, 22,59NFIMPERVIOUS AREAS: N : 43 SF L2: 81 SF L3: 5,509 SF L5 LS 12112SF EXISTING PERVIOUS AREAS: L6: 29 SF 9,926 SF L7: 40 SF L8: 514 SF L9: 137 SF N 0: 3,452 SF 32,507 TOTAL SF N EXISTING AREAS SITE PLAN SCALE: V" 20' CB ANDERSON ARCHITECT 7209 Greenwood Avenue North Seattle, Washington 98103 206-782-2911 Fax 782-5624 1CK Birdz LLC CLIENT: Joe Karcher 875 Country Club Road Eugene, OR 97401 (> poi : ..., O 000 r- W M N N M ltl N M Zr- Q r mj F- 0 IL J W Q H z LU >r- n Z �^ U rn N W O ~o mo Y =ao X� W Qi Y) p u; Lw LU :�E (D F ] z U Q r- 0 WW W r V) O x U) m a REVISIONS. ------------------- ------------------ rBYCF ------------------- 6" = 1'-0" ------------------- PR27,2023 ------------------- ------------------- JOB NUMBER: 1906.0 ------------------- SHEET NUMBER: G201 NEW PLANTED AREA TO PROTECT NEW DELIVERY DOOR LOCATION J Q z Z w ww O z o _ 0 o J U K w 0 - O U F Z A0" BHT° #IDA®] o� 0 O U w / Z O N J _ / z O Z w w O �\\ � w O ZONE: LOW DENSITY RESIDENTIAL S 89°56'09" E 121.57' 0 E Im E9 I N F Ic wE � RAIN GARDEN �A H W W N I N I I / / OLYMPIC STREET _ �Y E T pF �O Y1'Y� SOSL / 15VF3F RAIN GARDEN �Ilpi4i�l1 Rq l PU CAR[ I , R HC / 14 TENANT IMPROVEMENT IN EXISTING STRUCTURE / DAVE'S HOT CHICKEN / N �A O o /018 F PRACTICAL COMPUTERS TR NOR GV 2 "G / IT IS QUESTIONABLE WHETHER THESE TREES WOULD SURVIVE UNDER CANOPY OF EXISTING TREES THIS TREE WAS NOT REQUIRED IN PREVIOUS TYPE 2 APPROVAL N LANDSCAPING AREAS SITE PLAN SCALE 1°=-M' 3260D-MVED-USE ZONING DISTRICTS v O Y 58 LANDSCAPE CALCULATIONS FOR SITE REVIEW I. EXISTING TOTAL SITE AREA: 32507 SF 2. EXISTING PERVIOUS LANDSCAPE AREAS (NOT INCLUDING CURBS): 9,926 SF 3. EXISTING PERCENTAGE OF LANDSCAPED AREAS = 31 % REVISED OR NEW LANDSCAPE AREAS PER SDC 4.4.100 I. SfORMWATER RAIN GARDEN/ SWALES, A: 354, B: 530, C: 552=1,436 SF 2. NEW 95 SF PLANTER AT DELIVERY DOOR IS PLANTED AT OWNER'S DESECRATION - NOT A REQUIRED PLANTER, NO SDC REQUIREMENT ASIS ENHANCED U LANDSCAPING PER SDC 4.4. 100 4.4.105(8) THIS PROJECT: STREET TREES ARE SHOWN FROM PRIOR SITE APPROVAL 4.4.105(D) THE FOLLOWING AREAS OF A LOT/PARCEL MUST BE LANDSCAPED, UNLESS OTHERWISE SPECIFIED IN THIS CODE: (1) ALL REQUIRED SETBACK AREAS AND ANY ADDITIONAL PLANING AREAS AS SPECIFIED IN THE APPROPRIATE ZONING DISTRICT. (2) PARKING LOT PLANTING AREAS REQUIRED IN THIS SECTION. THIS PROJECT: All PLANTERS ARE EXISTING, All SETBACK AREAS ARE LANDSCAPED WITH THE EXCEPTION OF THOSE NEW LANDSCAPED AREAS CAUSED BY THE VACATION OF PARKING STALLS. THE ONLY LANDSCAPING REQUIRED STORMWATER SWALES, THE NEW PLANTER AT THE NEW DELIVERY DOOR, AND VOLUNTARY UPGRADES OR ENHANCEMENTS RELATED TO 4.4.105(E) 4.4.105(E) AT LEAST 65 PERCENT OF EACH REQUIRED PLANTING AREA MUST BE COVERED WITH LIVING PLANT MATERIALS WITHIN 5 YEARS OF THE DATE OF INSTALLATION. THE LIVING PLANT MATERIALS MUST BE DISTRIBUTED THROUGHOUT THE REQUIRED PLANING AREA. THE PLANTING ACCEPTABLE PER I,CUO SQUARE FEET OF REQUIRED PLANING AREA IS AS FOLLOWS: (1) A MINIMUM OF 2 TREES, NOT LESS THAN 6 FEET IN HEIGHT, THAT ARE AT LEAST A 21NCH (DBH) CALIPER (AT THE TIME OF FLAMING, NOT INCLUDING ROOT BALL); AND (2) TEN SHRUBS, 5 GALLONS OR LARGER. (3) LAWN AND/OR GROUNDCOVER MAY BE SUBSTITUTED FOR UP TO 25 PERCENT OF THE LIVING PLANT MATERIAL REQUIREMENT, UNLESS TREES OR SHRUBBERY ARE REQUIRED FOR SCREENING. THIS SUBSTITUTION IS ONLY ALLOWED WHEN THE APPLICANT HAS DEMONSTRATED THAT THERE IS PROVISIONS FOR ONGOING MAINTENANCE OF THE LANDSCAPE AREAS. THIS PROJECT: THIS PROJECT GENERALLY COMPLIES, ALTHOUGH SOME AREA OF THE PLANTERS COULD BE VOLUNTARILY ENHANCED - SEE ORANGE AREAS 4.4.105(F) PARKING LOT PLANTING AREAS... THIS PROJECT: All PARKING PLANTERSARE EXISTING AND MATURE. REVISIONS WILL ONLY OCCUR RELATED TO REQUIRED RAIN GARDENS. ZERO PERCENT OF INTERIOR PARKING IS BETWEEN THE BUILDING AND AN ARTERIAL. 4.4.105(G) ALL NEW REQUIRED PLANING AREAS MUST BE PROVIDED WITH A PERMANENT IRRIGATION SYSTEM... THIS PROJECT: EXISTING IRRIGATION SYSTEMS WILL BE MODIFIED AS NEEDED 4.4.105(1) PLANING INSTALLATION STANDARDS. THIS PROJECT: (1) EXISTING LANDSCAPING RETAINED WILL BE FENCED OFF DURING THE CONSTRUCTION PROCESS. (2) EXISTING TREES ALREADY HAVE A TREE FELLING PERMIT, WHICH MAY OR MAY NOT BE USED. (3) SEE LANDSCAPE PLAN FOR SPECIFICATIONS OF TOPSOIL, INCLUDING DEPTH AND ORGANIC MATTER REQUIREMENTS, TO ENSURE THE HEALTH AND VITALITY OF REQUIRED PLANTING. CB ANDERSON ARCH ITECT 7209 Greenwood Avenue North Seattle, Washington 98103 206-782-2911 Fax 782-5624 JCK Birdz LLC CLIENT: Joe Karcher 875 Country Club Road Eugene, OR 97401 OT to O W O N M O 4t H- O J y x a a W �Z LLI as z LU U_ >LU� Z J oW �m0 F Y0 Q = W u LL - LU � l7 F > o Z_ F U W O n = of m a REVISIONS ----------- ----------- DRAWN BY: CF SCALE_ 1" = 20' DATE:_-- ---APR4,M23 JOB NUMBER_ 1906.0 SHEET NUMBER. G500 NEW NEW LANDSCAPED STORMWATER OR RAISED CURB U w PLANINGS AREA CL Z O U1 K W d tD U EXISTING EMSTING = LANDSCAPED LANDSCAPED AREAS AREAS THAT :X PROPOSED COULD TO REMAIN VOLUNTARILY BE ASIS ENHANCED U LANDSCAPING PER SDC 4.4. 100 4.4.105(8) THIS PROJECT: STREET TREES ARE SHOWN FROM PRIOR SITE APPROVAL 4.4.105(D) THE FOLLOWING AREAS OF A LOT/PARCEL MUST BE LANDSCAPED, UNLESS OTHERWISE SPECIFIED IN THIS CODE: (1) ALL REQUIRED SETBACK AREAS AND ANY ADDITIONAL PLANING AREAS AS SPECIFIED IN THE APPROPRIATE ZONING DISTRICT. (2) PARKING LOT PLANTING AREAS REQUIRED IN THIS SECTION. THIS PROJECT: All PLANTERS ARE EXISTING, All SETBACK AREAS ARE LANDSCAPED WITH THE EXCEPTION OF THOSE NEW LANDSCAPED AREAS CAUSED BY THE VACATION OF PARKING STALLS. THE ONLY LANDSCAPING REQUIRED STORMWATER SWALES, THE NEW PLANTER AT THE NEW DELIVERY DOOR, AND VOLUNTARY UPGRADES OR ENHANCEMENTS RELATED TO 4.4.105(E) 4.4.105(E) AT LEAST 65 PERCENT OF EACH REQUIRED PLANTING AREA MUST BE COVERED WITH LIVING PLANT MATERIALS WITHIN 5 YEARS OF THE DATE OF INSTALLATION. THE LIVING PLANT MATERIALS MUST BE DISTRIBUTED THROUGHOUT THE REQUIRED PLANING AREA. THE PLANTING ACCEPTABLE PER I,CUO SQUARE FEET OF REQUIRED PLANING AREA IS AS FOLLOWS: (1) A MINIMUM OF 2 TREES, NOT LESS THAN 6 FEET IN HEIGHT, THAT ARE AT LEAST A 21NCH (DBH) CALIPER (AT THE TIME OF FLAMING, NOT INCLUDING ROOT BALL); AND (2) TEN SHRUBS, 5 GALLONS OR LARGER. (3) LAWN AND/OR GROUNDCOVER MAY BE SUBSTITUTED FOR UP TO 25 PERCENT OF THE LIVING PLANT MATERIAL REQUIREMENT, UNLESS TREES OR SHRUBBERY ARE REQUIRED FOR SCREENING. THIS SUBSTITUTION IS ONLY ALLOWED WHEN THE APPLICANT HAS DEMONSTRATED THAT THERE IS PROVISIONS FOR ONGOING MAINTENANCE OF THE LANDSCAPE AREAS. THIS PROJECT: THIS PROJECT GENERALLY COMPLIES, ALTHOUGH SOME AREA OF THE PLANTERS COULD BE VOLUNTARILY ENHANCED - SEE ORANGE AREAS 4.4.105(F) PARKING LOT PLANTING AREAS... THIS PROJECT: All PARKING PLANTERSARE EXISTING AND MATURE. REVISIONS WILL ONLY OCCUR RELATED TO REQUIRED RAIN GARDENS. ZERO PERCENT OF INTERIOR PARKING IS BETWEEN THE BUILDING AND AN ARTERIAL. 4.4.105(G) ALL NEW REQUIRED PLANING AREAS MUST BE PROVIDED WITH A PERMANENT IRRIGATION SYSTEM... THIS PROJECT: EXISTING IRRIGATION SYSTEMS WILL BE MODIFIED AS NEEDED 4.4.105(1) PLANING INSTALLATION STANDARDS. THIS PROJECT: (1) EXISTING LANDSCAPING RETAINED WILL BE FENCED OFF DURING THE CONSTRUCTION PROCESS. (2) EXISTING TREES ALREADY HAVE A TREE FELLING PERMIT, WHICH MAY OR MAY NOT BE USED. (3) SEE LANDSCAPE PLAN FOR SPECIFICATIONS OF TOPSOIL, INCLUDING DEPTH AND ORGANIC MATTER REQUIREMENTS, TO ENSURE THE HEALTH AND VITALITY OF REQUIRED PLANTING. CB ANDERSON ARCH ITECT 7209 Greenwood Avenue North Seattle, Washington 98103 206-782-2911 Fax 782-5624 JCK Birdz LLC CLIENT: Joe Karcher 875 Country Club Road Eugene, OR 97401 OT to O W O N M O 4t H- O J y x a a W �Z LLI as z LU U_ >LU� Z J oW �m0 F Y0 Q = W u LL - LU � l7 F > o Z_ F U W O n = of m a REVISIONS ----------- ----------- DRAWN BY: CF SCALE_ 1" = 20' DATE:_-- ---APR4,M23 JOB NUMBER_ 1906.0 SHEET NUMBER. G500 A. VERIFICATIONS 1. VERIFY LOCATION OF ALL UTILITIES AND PROTECT DURING CONSTRUCTION B. PRODUCTS 1. TOPSOILAT PLANT BEDS: IMPORTED SANDY LOAM WITH 10% HUMUS AND CHARACTERIC OF LOAMS OF THE AREA. FREE OF ROCK, SUBSOIL, CLOUDS, LUMPS, PLANTS, STICKS, WEEDS, SEEDS, AND OTHER DELETERIOUS SUBSTANCES. 2. SOIL (GROWING MEDIUM) AT THE SWALE SHALL BE A CONSTRUCTED MEDIUM COMPRISING OFA MIXTURE OF SAND, NATIVE SOIL, LOAM, AND COMPOST. THE FRACTION OF ORGANIC COMPOUND IN THE CONSTRUCTED MEDIUM MUST BE A MINIMUM OF 0.20 (I.E. 40% TO 50%) ORGANIC MATTER. PROVIDE TWO (2) ONE -GALLON SAMPLES OF SOIL TO BOTH THE OWNER FOR APPROVAL FOR APPROVAL PRIOR TO INSTALLATION 3. SOILAMENDMENTS a. FERTILIZER: 15-5-10-10 COMMERCIAL FERTILIZER. b. ORGANIC MATERIAL: "GARDEN COMPOST" AVAILABLE FROM REMUS IN EUGENE OR LANE FOREST PRODUCTS IN EUGENE, OR OTHERS 4. MULCH: SHREDDED FIR BARK 5/8" TO Y." DIAMETER 5. PLANTING TABLE -S: SCOTT'S AGRIFORM FERTILIZER TABLETS 6. PLANT MATERIAL a. PROVIDE ONLY HEALTHY, FULL PLANT MATERIAL AT SIZES INDICATED. b. PLANT SUBSTITUTIONS TO BE APPROVED BY LANDSCAPE ARCHITECT. 7. ACCESSORIES a. STAKES: SOFTWOOD LUMBER, POINTED END, UNIFORMLY SIZED, 2"X2" MIN. CAPABLE OF AT LEAST 2 -YEAR BURIAL PERIOD OF TIME. b. GUY WIRES: NO. 10 GAUGE ANNEALED, GALVANIZED STEEL WIRE C SPIL PREPARATION PLANT BEDS 1. FINISHED ELEVATION OF SUB -BASE TO BE 18" MINIMUM BELOW FINISHED GRADE. 2. TILL SUBGRADE THOROUGHLY TO A DEPTH OF 8" MINIMUM PRIOR TO PLACEMENT OF TOPSOIL. 3. PLACE 18" MINIMUM OF TOPSOIL OVER TILED SUBGRADE. ADD 3" OF ORGANIC MATERIAL AND 15-5-10-10 FERTILIZER TO TOPSOIL AT THE RATE OF 20 POUNDS PER 1000 SF. ROTO -TILL AMENDMENTS AND TOPSOIL TO A DEPTH OF MINIMUM. CROWN SOIL TO THE CENTER OF PLANT BEDS. PLACE SOIL IN LAYERS NOT MORE THAN 8" DEPTH. COMPACT EACH LATER AT 85 PERCENT. STORMWATER PLANTER AND RAIN GARDEN 1. PLACE 12" MINIM UM DEPTH SOIL (GROWING MEDIUM)AT SWALE. SEE CIVIL PLANS AN D DETAILS FOR FACIUTY INSTALLATION REQUIREMENTS. PROVIDE 24" DEPTH EXCAVATION AND GROWING MEDIUM AT ANY NEW TREES. DO NOT APPLY ADDITIONAL SOIL AMENDMENTS OR FERTILIZER AT SWALES OR RAIN GARDENS. DO NOT DISTURB SOIL WITH 1 FOOT OFA UGHT POLE FOUNDATION AND AT A 1:1 HORIZONTAL -VERTICAL DEPTH SLOPING AWAY FROM THE FOOTING. D. PLANTING 1. SET PLANTS VERTICAL. 2. REMOVE CONTAINERS. 3. SET PLANTS IN PITS OR BEDS, PARTLY FILLED WITH PREPARED PLANT MIX, AT A MINIMUM OF 6INCH DEPTH UNDERNEATH EACH PLANT. REMOVE BURLAP, ROPES, AND WIRES FROM ROOT BALLS. 4. APPLY PLANTING TABLETS PER MANUFACTURER'S HIGH RATES. 5. BACKFILL SOIL MIXTURE AND COMPACT IN LAYERS. MAINTAIN PLANT MATERIAL IN VERTICAL POSITION. 6. SATURATE SOIL WITH WATER WHEN PIT OR BED IS HALF FULL WITH TOPSOIL AND AGAIN WHEN FULL. E. MULCHING/ MULCH ALL PLANTS BEDS TO A MINIMUM DEPTH OF 3" WITHIN 24 HOURS OF PLANTING. TAPER MULCH TO 1" AT PAVING EDGES. MULCH STORMWATER FACILITIES WITH 1 INCH DEPTH PEA GRAVEL MULCH SWALE SIDE SLOPES OF RAIN GARDEN WITH 3 INCH DEPTH OF FIR BARK MULCH. F. MAINTENANCE: CONTRACTOR TO MAINTAIN ALL PLANT MATERIAL THROUGH FINAL COMPLETION, INCLUDING WEEDING, PRUNING, MAINTAIN GUYS AND STAKES AND REPLACEMENT OF MULCH. G. WARRANTY: CONTRACTOR TO WARRANTY PLANT MATERIAL FOR ONE YEAR FOLLOWING FINAL COMPLETION. REPLACE DEAD OR UNHEALTHY PLANTS OF SAME SIZE AND SPECIES AS SPECIFIED. CONTRACTOR IS NOT RESPONSIBLE FOR DEFECTS CAUSED BY VANDALISM. IRRIGATION SYSTEM NOTES 1. IF IRRIGATIONS SYSTEM IS EXISTING, REFURBISH AND REPAIR AS NEEDED. 2. CONNECT NEW IRRIGATION TO EXISTING SYSTEMS 3. IRRIGATION SYSTEM TO BE DESIGN BUILD. 4. SUBMIT PROPOSED IRRIGATION DESIGN DRAWING TO OWNER FORAPPROVAL PRIOR TO CONSTRUCTION. 5. NOTIFY THE OWNERAT LEAST 48 HOURS BEFORE THE FOLLOWING INSPECTIONS: A AT STARTAND END OF IRRIGATION TEST b: SYSTEM PERFORMANCE INSPECTION UPON COMPLETION OF THE ENTIRE SYSTEM AND AFTER PLANT INSTALLATION. 6. SYSTEM IS TO PROVIDE HEAD-TO-HEAD COVERAGE 7. HEAD LAYOUT IS TO MINIMIZE OVERSPRAY ONTO PAVED SURFACES. 8. MAIN LINE IS TO HAVE MANUAL DRAIN VALVES AT LOW POINTS. 9. COORDINATE PIPE ROUTING, SHARED TRENCHING AND IRRIGATION SLEEVING WITH OTHER TRADES PRIOR TO IRRIGATION WORK. 10. PRESSURE TEST EXISTING IRRIGATION MAINUNE PRIOR TO CONSTRUCTION. CHARGE SYSTEM TO 100 PSI AND HOLD FOR 24 HOURS. DOCUMENT PRESSURE L055 AND PROVIDE TO OWNER FOR INSTRUCTIONS FOR REPAIR AND RETESTING. 11. ALL IRRIGATION PIPING UNDER PAVING TO BE LOCATED IN SCHEDULE 40 PVC PIPE SLEEVES 12. PROVIDE 10 INCH ROUND VEHICLE RATED JUNCTION ACCESS BOX AT ALL TURNS IN IRRIGATION MAINLINE UNDER PAVING. 13. PROVIDE NIBCO T-113 ISOLATION VALVE NEAR CONNECTION POINT TO EXISTING SYSTEM. 14. 14 CONTROL VALUE AT NEW IRRIGATION SYSTEM MAY BE BATTERY OPERATED WITH RAIN BIRD T=BOX 11 CONTROL MODULE AND FIELD TRANSMITTER OR APPROVED. 15. MAINTAIN OPERATION OF EXISTING IRRIGATION SYSTEM TO EXTENT POSSIBLE DURING CONSTRUCTION 16. PROVIDE SUPPLEMENTAL WATERING OF EXISTING PLANT MATERIALS AS NEEDED DUE TO DISRUPTION OF EXISTING IRRIGATION. 17. REPLACE ANY DEAD OR DAMAGED PLANT MATERIAL RESULTING FROM LANDSCAPE AND IRRIGATION CONSTRUCTION OR DISRUPTION OF IRRIGATION. 77 CAO 36 CSK 74 J UE 48 CSK / ZONE S 89'56'09" EY11.57ENTI LOW AL 0 I'll 0 i I N F4SDG GARDEN ❑A SDG ® - 354 SF RAIN REMOVE ALL BINDINGS AND BURLAP O ao KEY QTY BOTANICAL NAME FROM THE ENTIRE ROOT BALL MIN. SIZE COMMENTS SHRUBS- REQUIRED _Z= 3 CSK 84 CORNUS SERICEAXELSEYL DWARF REDTWIC DOGWOOD IGAL. 0 SBr 3 SPIREA BET ULIFOLIA MULCH AS SPECIFIED 0 < '' (2" CLEAR AT TRUNK) WESTERNSPIREA 3GAL. MATCHING FULL N Z 3 sBr PLANTING SOIL WITH 4' POTS 12' O.C. SPECIFIED FERTILIZER 0 I1 I- AND AMENDMENTS RAIN III IIII II E�lIT7 COMPACTED TOPSOIL .� III 11=-1= II (BELOW ROOTBALLS ONLY) SCARIFIED SUB -GRADE OOTB 2X ROOTBALL DIAMETER MINIMUM SECTION AT TYPICAL SHRUB PLANTING N.T.S. 77 CAO 36 CSK 74 J UE 48 CSK / ZONE S 89'56'09" EY11.57ENTI LOW AL 0 I'll 0 i I N F4SDG GARDEN ❑A SDG ® - 354 SF RAIN GARDEN FACILITY 3 SBT KEY QTY BOTANICAL NAME GROUND COVER AT STORMWATER PLANTER -JUE MIN. SIZE COMMENTS SHRUBS- REQUIRED GROUND COVER AT STORMWATER PLANTER -CSK 3 CSK 84 CORNUS SERICEAXELSEYL DWARF REDTWIC DOGWOOD IGAL. 0 SBr 3 SPIREA BET ULIFOLIA SHINY -LEAF SPIREA 5GAL. < '' SDG II SPIREA DOUGLASII WESTERNSPIREA 3GAL. MATCHING FULL 19SDG CAO 32 CAREX OBNUPTA 3 sBr SLOUGH SEDGE 4' POTS 12' O.C. JUE 74 JUNUCUS EFFUSUS 0 I GAL. 12' O.C. RAIN s GARDEN \ 7 In Q UJ 2 32 C 70 6 SBr - 40 JUE- 6 SBr J Q F Z w K 37 JUE Y 5 SDG O w 6 SBr O \ J z of I U w z O N PRACTICAL COMPUTERS a _ TR < a. �e GV / 12'' DEEP VEGETATED SWALE© 60 CA 59 JUE 28 CS (� CA © , / O OLYMPIC STREET ry / PLANTING LEGEND Y VERSO / EXISTING TREES TO REMAIN NEW SHRUBS (ALL NEW ARE ELECTIVE AND VOLUNTARY) / ®® SMALL SHURBS, GROUND COVER&GRASSES •° / - GROUND COVER AT STORMWATER PLANTER -CAO O PU C ARr // STOP SE /IQ' RADIUS' HC Z� °h � ^.fie" h c z • �` / a• `f b TENANT IMPROVEMENT IN E(BTING STRUCTURE DAVE'S HOT CHICKEN R 0 If IS QUESTIONABLE WHETHER THESE TREES WOULD SURVIVE UNDER CANOPY OF EXISTING TREES THIS TREE WAS NOT REQUIRED IN PREVIOUS TYPE 2 APPROVAL 0 N LANDSCAPING PLANTIING SITE PLAN SCALE: I"= 20' GENERAL NOTES I . EXISTING IRRIGATION TO BE MAINTAINED, REPAIRED, REFURBISHED, AND EXTEND AS NEEDED DEIGN BUILD 2. SEE SHEET G5D2 FOR DETAILS AND IRRIGATION NOTES 3. PLANT LIST QUANTITIES ARE FOR CONTRACTOR CONVENIENCE ONLY. CONTRACTOR TO VERIFY ACTUAL QUANTITIES SHOWN ON PLAN. 4. REMOVE IVY FROM EXISTING TREES 5. SEE CIVIL ENGINEERING PLANS FOR STORMWATER PLANTER CROSS SECTION 6. REAIN GARDENS TO BE FULLY ESTABLISHED PRIOR TO FINAL SITE INSPECTION, OR PROVISION AND MAINTENANCE OF THE EROSION CONTROL MEASURES SHALL BE PROVIDED UNTIL THE SWALE VEGETATION COMES ESTABLISHED REVISED OR NEW LANDSCAPE AREAS PER SDC 4.4.100 I. STORMWATER RAIN GARDEN/ SWALES, A: 354, B: 530, C: 552=1,436 SF 2. NEW 95 SF PLANTER AT DELIVERY DOOR IS PLANTED AT OWNER'S DESECRATION - NOT A REQUIRED PLANTER, NO SDC REQUIREMENT STORMWATER PLANT SCHEDULE A - 354 SF RAIN GARDEN FACILITY KEY QTY BOTANICAL NAME KEY QTY BOTANICAL NAME GROUND COVER AT STORMWATER PLANTER -JUE MIN. SIZE COMMENTS SHRUBS- REQUIRED GROUND COVER AT STORMWATER PLANTER -CSK BARK MULCH GENERAL NOTES I . EXISTING IRRIGATION TO BE MAINTAINED, REPAIRED, REFURBISHED, AND EXTEND AS NEEDED DEIGN BUILD 2. SEE SHEET G5D2 FOR DETAILS AND IRRIGATION NOTES 3. PLANT LIST QUANTITIES ARE FOR CONTRACTOR CONVENIENCE ONLY. CONTRACTOR TO VERIFY ACTUAL QUANTITIES SHOWN ON PLAN. 4. REMOVE IVY FROM EXISTING TREES 5. SEE CIVIL ENGINEERING PLANS FOR STORMWATER PLANTER CROSS SECTION 6. REAIN GARDENS TO BE FULLY ESTABLISHED PRIOR TO FINAL SITE INSPECTION, OR PROVISION AND MAINTENANCE OF THE EROSION CONTROL MEASURES SHALL BE PROVIDED UNTIL THE SWALE VEGETATION COMES ESTABLISHED REVISED OR NEW LANDSCAPE AREAS PER SDC 4.4.100 I. STORMWATER RAIN GARDEN/ SWALES, A: 354, B: 530, C: 552=1,436 SF 2. NEW 95 SF PLANTER AT DELIVERY DOOR IS PLANTED AT OWNER'S DESECRATION - NOT A REQUIRED PLANTER, NO SDC REQUIREMENT STORMWATER PLANT SCHEDULE A - 354 SF RAIN GARDEN FACILITY KEY QTY BOTANICAL NAME KEY QTY BOTANICAL NAME COMMON NAME MIN. SIZE COMMENTS SHRUBS- REQUIRED CSK - CORNUS SERICEAXELSEYL CSK 84 CORNUS SERICEAXELSEYL DWARF REDTWIC DOGWOOD IGAL. 24'O.C. MATCHING FULL SBr 3 SPIREA BET ULIFOLIA SHINY -LEAF SPIREA 5GAL. MATCHING FULL SDG II SPIREA DOUGLASII WESTERNSPIREA 3GAL. MATCHING FULL GROUNDCOVERS - REQUIRED CAO 32 CAREX OBNUPTA CAO 77 CARE)( OBNUPTA SLOUGH SEDGE 4' POTS 12' O.C. JUE 74 JUNUCUS EFFUSUS SOFT RUSH I GAL. 12' O.C. STORMWATER PLANT SCHEDULE B - 530 SF RAIN GARDEN FACILITY KEY QTY BOTANICAL NAME KEY QTY BOTANICAL NAME COMMON NAME MIN. SIZE COMMENTS SHRUBS- REQUIRED CSK - CORNUS SERICEAXELSEYL CSK 43 CORNUS SERICEAXELSEYL DWARF REDTWIC DOGWOOD IGAL. 24'O.C. MATCHING FULL SBr 19 SPIREA BET ULIFOLIA SHINY -LEAF SPIREA 5GAL. MATCHING FULL SDG 13 SPIREA DOUGLASII WESTERNSPIREA 3GAL. MATCHING FULL GROUNDCOVERS - REQUIRED CAO 32 CAREX OBNUPTA CAO 116 CAREX OBNUPTA SLOUGH SEDGE 4' POTS 12' O.C. JUE 139 JUNUCUS EFFUSUS SOFT RUSH, COMMON RUSH I GAL. 12' O.C. STORMWATER PLANT SCHEDULE C - 552 SF SWALE FACILITY KEY QTY BOTANICAL NAME COMMON NAME MIN. SIZE COMMENTS SHRUBS- REQUIRED CSK - CORNUS SERICEAXELSEYL DWARF REDTWIC DOGWOOD IGAL. 24'O.C. MATCHING FULL SBr 2D SPIREA BET ULIFOLIA SHINY -LEAF SPIREA 5GAL. MATCHING FULL SDG 5D SPIREA DOUGLASII WESTERNSPIREA 3GAL. MATCHING FULL GROUNDCOVERS - REQUIRED CAO 32 CAREX OBNUPTA SLOUGH SEDGE 4' POTS 12' O.C. JUE 147 JUNUCUS EFFUSUS SOFT RUSH, COMMON RUSH I GAL. 12' O.C. ADJACENT BUILDING, EDGE OF PL ANTING BED, OR SIMILAR SPACING TABLE 30 a SPACING "D" ROW "A" NOTES 3 O.C. 26" IF "D" IS 12" O.C., 6 O.C. 5.2' THEN FOR EVERY 13X1 O' AREA OF O 9 O.C. 7.8" 13D SF, THERE �A 12' O.C. 10.4" ARE 150 PLANTS 11 PLANTS 15'O.C. 13.0" pE115.3B5 18' O.C. 15.6" IF "D" IS 24" O.C., 24' O.C. 27.8" THEN THERE ARE 57.7 CING" 301O.C. 26.0" 1ODSPLANTS PER PER TABLE I NSF 36" O.C. 37.0' 48" O.C. 41.5" GROUND COVER SPACING DIAGRAM N.T.S. n X v N W 'n Q 'Z CB ANDERSON ARCHITECT i 7209 Greenwood Avenue North Seattle, Washington 98103 7 206-782-2911 Fax 782-5624 JCK Birdz LLC CLIENT: Joe Karcher 875 Country Club Road Eugene, OR 97401 i tzj 1�I TI U W Q z O W w D d 000 0 0 0 r- 00 M O V 4I F_ O Z F_ H - JZ IL z a W a J Y U_ >LU� n Z J N V o W 0 On 0 Y a = W u W � (DD F > O Z_ F U Q r- 0 U-1 w r Lei U-1 O = 0_ m a 1 REVISIONS:_ --------------- DRAWN BY - -- CF j SCALE: 1" = 20' ------------------ DATE __ ___ _ i DATE:--------APR4,M23 JOB NUMBER: 1906.0 SHEET NUMBER. G501