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HomeMy WebLinkAboutPlans Applicant 6/5/2023CIVIL LEGENDBUILDING OUTLINE WITH DOORCONCRETE SURFACEBUILDING OVERHANGELECTRICAL LINESANITARY SEWER LINEG4''WGAS LINEWATER LINEOHUOVERHEAD UTILITY LINESSTORM LINECURB LINEEPROPERTY LINEEDGE OF ASPHALTTRAFFIC SIGNAL LINETSSTORM MANHOLE WITH STRUCTURESANITARY/STORM STRUCTURE #POWER POLEWATER VALVEWATER METERFIRE HYDRANTCATCH BASINSIGNSANITARY MANHOLE WITH STRUCTUREOVERHEAD LIGHTPOWER POLE/OVERHEAD LIGHTGUY ANCHORIRRIGATION CONTROL VALVETELECOMMUNICATIONS RISERELECTRICAL JUNCTION BOXGAS VALVETRAFFIC SIGNAL BOXTRAFFIC CONTROL SIGNAL ARMFOUND MONUMENT8''SS8''SDLOT LINEEASEMENT LINERIGHT-OF-WAY LINETELECOMMUNICATIONS LINERAIN GARDEN/VEGETATION SWALEDECIDUOUS TREE-PERIMETER REPRESENTS DRIPLINECONIFEROUS TREE-PERIMETER REPRESENTS DRIPLINEWALLJBSDGVTRSB11WICVWOOD FENCEWASTE WATER LINESW11SHEDSHEDSHEDSHEDEVERGREENTITLE/ICON REALESTATE BUILDINGPRACTICALCOMPUTERSEVERGREEN/ICONBUS STOPOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHU OHUOHUOHU OHUOHUOHUOHUOHUOHU OHU OHU OHU OHU OHU OHU OH U OH U OH U DRIVEWAYOHUOHUOHU OHUSBSB26"28"18"28"20"32"2-8"26"15"2-12"4-8"22"24"20"3-10"20"24"28"24"18"22"10"10"8"8"8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''S S 8''S S 8''S S 8''S S 8''S S 8''S S 8''S S 8''S S 8''S S 8''S S 8''S S 8''S S 8''S S 8''S S SD SD SD SD SD SD SD SD SD SD SD SD SD8''SD6''S D 6''S D 8''SD4''SS8''SD8''SD8''SD4''SD4''SD4''SD4''SD4''SD8''SDEEE E E E EEEEEEWWWWE E TSTSTSTSTSTS1''G1''G1''G 1''G 4'' G 4'' G 4'' G 4'' G 4'' G 4'' G 4''G4''G4''G4''G4''G4''G4''G4''G4''G4''G4''G4''G4''G4''G 1''G1''GGGW W W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W8''W8''W465 465 466 465 4 6 4 464464464463463464464465465465466JBJB JBSDDDTRICVICVICVW3193487651891011121314151617S2S 89°56'09" E 121.57'N 00°00'13" W 157.73'N 29°10'01" E 250.34'S 00°03'51" W 376.47'N 29°10'01" E BASIS OF BEARINGS PEROREGON COORDINATE REFERENCE SYSTEM (OCRS),EUGENE ZONEMOHAWK BOULEVARD 17TH STREET OLYMPIC STREET10 FOOT UTILITYEASEMENTREC. NO. 758685 FOOT UTILITYEASEMENTREC. NO. 891025 FOOT UTILITYEASEMENTREC. NO. 89103N 29°10'01" E 250.34' N 2 9 ° 1 0 ' 0 1 " E BA S I S O F B E A R I N G S PE R OR E G O N C O O R D I N A T E R E F E R E N C E S Y S T E M ( O C R S ) , EU G E N E Z O N E M O H A W K B O U L E V A R D[SS][SS][SS][SS][SD][SD][SD][SD][SD][SD]SDSD0205070908070401100303030407100401101106STORM MANHOLERIM = 464.80'FULL OF SEDIMENTSTORM MANHOLE (ABANDONED)RIM = 464.95'IE 10" IN (N) = 460.03'IE 10" OUT (S) = 459.85'CATCH BASINRIM = 464.12'IE 8" OUT (W) = 461.87'STORM MANHOLE*RIM = 464.45'CATCH BASINRIM = 461.85'IE 8" OUT (E) = 462.61'CATCH BASINRIM = 463.62'NO VISIBLE PIPESSTORM MANHOLE*RIM = 463.39'CATCH BASINRIM = 463.21'IE 8" OUT (W) = 460.76'CATCH BASINRIM = 462.61'IE 6" OUT (N) = 460.17'STORM MANHOLERIM = 462.96'IE 8" IN (W) = 460.03'IE 6" IN (S) = 460.04'IE 8" OUT (E) = 459.86'*DENOTES STRUCTURES UNABLE TOSANITARY MANHOLERIM = 464.66'IE 8" IN (W) = 460.01'IE 8" IN (SW) = 460.01'IE 8" OUT (NE) = 460.00'SANITARY MANHOLERIM = 464.40'IE 8" IN (SW) = 459.03'IE 4" IN (E) = 459.83'IE 8" OUT (NE) = 459.01'SANITARY MANHOLE*RIM = 463.50'1STORM TABLE: 1SANITARY TABLE: 232345678109CATCH BASINRIM = 462.17'IE 8" OUT (E) = 460.57'CATCH BASINRIM = 463.31'IE 4" OUT (W) = 462.66'CATCH BASINRIM = 464.01'IE 4" OUT (S) = 463.33'CATCH BASINRIM = 463.86'IE 4" OUT (W) = 463.17'CATCH BASINRIM = 463.98'IE 4" OUT (E) = 463.33'CATCH BASINRIM = 464.74'IE 4" OUT (N) = 464.10'CATCH BASINRIM = 464.78'FULL OF SEDIMENTCATCH BASINRIM = 463.81'IE 8" OUT (N) = 462.36'CATCH BASINRIM = 464.94'FULL OF SEDIMENT111213141516171819GENERAL NOTES THIS SHEET:1.NOT USEDKEYED NOTES THIS SHEET:RAIN GARDEN PER DETAIL 2/C2.1EXISTING FIRE HYDRANT TO BE REPLACED BY S.U.B.DOUBLE CHAMBER CATCH BASIN WITH FLOW GUARD PLUS FILTER INSERT, TYPCONNECT TO EXISTING STORM DRAIN LINEHYDRAULICALLY ISOLATED TRASH ENCLOSUREWITH ROOF AND DRAIN TO WASTEWATERCONNECT TO EXISTING WASTEWATER SERVICE LINEREMOVE EXISTING CATCH BASINNEW WASTEWATER LINEVEGETATION SWALE PER DETAIL 3/C2.1OVERFLOW PIPEINSTALL WASTEWATER CLEANOUT01© JOHNSON BRODERICK ENGINEERING. No part of this document is to be reproduced without the written permission from JBE, [ 325 WEST 13TH AVENUE EUGENE OREGON, 97401. (541)338-9488 or fax (541)338-9483 ]Project:THE DOCUMENT AND THE DESIGNS INCORPORATEDHEREIN ARE THE PROPERTY OF JOHNSONBRODERICK ENGINEERING, LLC, AND ARE NOT TO BEUSED, IN WHOLE OR PART, FOR ANY OTHERPROJECT WITHOUT THE WRITTEN AUTHORIZATIONFROM THE PRINCIPALS OF JOHNSON BRODERICKENGINEERINGJBE JOHNSON BRODERICK ENGINEERING Civil and Structural Engineers 325 W. 13th Ave Eugene, Or 97401-3402 Tel (541) 338-9488 Fax (541) 338-9483 www.JBE.US.comProject No:Drawn By:Sheet title:Checked By:Date:IssuedDescriptionMark By 2023.05.02AMB2023.03.31ISSUED FOR SITE REVIEW C2.0MDSMGB21016.031570 MOHAWK BLVD SPRINGFIELD, OREGON 97477 DAVE'S HOT CHICKENSITE UTILITY PLAN2023C2.01SITE UTILITY PLAN1" = 20'NORTH02030405060708091011--- 5/2/2023 2:03:44 PM Digitally Signed 23.05.02Expires: 2023.12.31 ABASINBDIMP AREA (FT^2)TREATMENT AREA (FT^2)41857183286035453012%13%DOUBLE CHAMBERCATCHBASIN W/ FILTER INSERTTREATMENT AREA %TOTAL IMPERVIOUS AREATREATED BY VEGATATIVEMEANS17336969556%TOTALIMPERVIOUSAREAPERCENTAGE OFIMPERVIOUS AREATREATEDNON-BUILDING IMPERVIOUS AREA TREATMENT SUMMARYE458NONEN/AN/AC265055221%SPRACTICALCOMPUTERSEVERGREEN/ICONBUS STOPOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHU OHUOHUOHUOHUOHUOHU OHU OHU OHU OHU OHU OHU OH U OH U OHU DRIVEWAYOHUOHUOHU OHUSBSB26"28"18"28"20"32"2-8"26"15"2-12"4-8"22"24"20"3-10"20"24"28"24"18"22"10"10"8"8"8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''S S 8''S S 8''S S 8''S S 8''S S 8''S S 8''S S 8''S S SD SD SD SD SD SD SD SD SD SD SD SD8''SD6''S D 6''S D 8''SD4''SS8''SD8''SD8''SD4''SD4''SD4''SD4''SD4''SD8''SDEEE E E E EEEEEEWWWWE E TSTSTSTSTSTS1''G1''G1''G 1''G 4'' G 4'' G 4'' G 4'' G 4'' G 4''G4''G4''G4''G4''G4''G4''G4''G4''G4''G4''G4''G4''G4''G4''G 1''G1''GGGW W W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W8''W8''W465 465 466 465 464 464464464463463464464465465465466JBJB JBDDTRICVICVICVW19346518910121314151617S2S 89°56'09" E 121.57'N 00°00'13" W 157.73'N 29°10'01" E 250.34'S 00°03'51" W 376.47'N 29°10'01" E BASIS OF BEARINGS PEROREGON COORDINATE REFERENCE SYSTEM (OCRS),EUGENE ZONEMOHAWK BOULEVARD 17TH STREET OLYMPIC STREET10 FOOT UTILITYEASEMENTREC. NO. 758685 FOOT UTILITYEASEMENTREC. NO. 891025 FOOT UTILITYEASEMENTREC. NO. 89103N 29°10'01" E 250.34' N 2 9 ° 1 0 ' 0 1 " E BA S I S O F B E A R I N G S PE R OR E G O N C O O R D I N A T E R E F E R E N C E S Y S T E M ( O C R S ) , EU G E N E Z O N E M O H A W K B O U L E V A R D[SS][SS][SS][SS][SD][SD][SD][SD][SD][SD]SDSDECBAD05030502040103030306RAIN GARDEN BRAIN GARDEN ASWALE C030605TYP030311. 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.GENERAL NOTES THIS SHEET:1.NOT USEDKEYED NOTES THIS SHEET:01© JOHNSON BRODERICK ENGINEERING. No part of this document is to be reproduced without the written permission from JBE, [ 325 WEST 13TH AVENUE EUGENE OREGON, 97401. (541)338-9488 or fax (541)338-9483 ]Project:THE DOCUMENT AND THE DESIGNS INCORPORATEDHEREIN ARE THE PROPERTY OF JOHNSONBRODERICK ENGINEERING, LLC, AND ARE NOT TO BEUSED, IN WHOLE OR PART, FOR ANY OTHERPROJECT WITHOUT THE WRITTEN AUTHORIZATIONFROM THE PRINCIPALS OF JOHNSON BRODERICKENGINEERINGJBE JOHNSON BRODERICK ENGINEERING Civil and Structural Engineers 325 W. 13th Ave Eugene, Or 97401-3402 Tel (541) 338-9488 Fax (541) 338-9483 www.JBE.US.comProject No:Drawn By:Sheet title:Checked By:Date:IssuedDescriptionMark By 2023.05.02AMB2023.03.31ISSUED FOR SITE REVIEW C2.1MDSMGB21016.031570 MOHAWK BLVD SPRINGFIELD, OREGON, 97477 DAVE'S HOT CHICKENPAVING & GRADINGPLAN2023NORTHC2.11PAVING AND GRADING PLAN1" = 20'BASIN DRAINAGE BOUNDARIESDRAINAGE DIRECTIONCONCRETEACLEGEND THIS SHEETPROPERTY LINECURBSEWAGE MANHOLERAIN GARDEN/VEGETATION SWALEDOUBLE CHAMBER CATCHBASINWITH FILTER INSERTCONSTRUCT STD CURB AND GUTTERREMOVE EXISTING DRIVEWAY. CONSTRUCT COMMERCIALDRIVEWAY APRON PER CITY STD. DWG 3-22.AC PATCH AS REQUIREDREMOVE EXISTING DRIVEWAY AND CONSTRUCT SIDEWALKCONSTRUCT CURB OPENINGCONSTRUCT STD CURB02C2.12RAIN GARDENNTSC2.13VEGETATION SWALENTS03040506--- 5/2/2023 2:04:00 PM Digitally Signed 23.05.02Expires: 2023.12.31 18X7836X2416x6030X6036x6630X6016x3616x36(2)16x6030X48(2)16x4816x3616x36 ON-LINE ORDER RACK #1 KITCHEN / SERVICE MANAGER 24302430243048 3 0 A D A 2430243 0 243 02430 243048 3 0 2430243030X60DELIVERY DOOR REVISE OR INFILL EXISTING BANK TELLER DRIVE-THRU WINDOW 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 INFILL STOREFRONT WINDOW, BUT KEEP EXTERIOR APPEARANCE OF STOREFRONT GLAZING ELECTRICAL PANELS MENU WALL 7'-0"7'-0"15'-6" NEW WINDOWSINTERIOR SEATING: 50 2-TOPS: 15 4-TOPS: 5 20 TABLES ORIGINAL BUILDING HAD A GARAGE DOOR HERE, THEN IT WAS IN-FILLED DURING A LATER REMODEL. EITHER REMOVE IN-FILL AND PUT IN NEW FULL-HEIGHT WINDOWS IN EXISTING STRUCTURAL OPENING, OR PUT IN NEW GLAZED SECTION-STYLE ROLL-UP DOOR ON-LINEORDER RACK#2EXISTING ENTRY/EGRESS - CLOSED OFF NEW ENTRY/EGRESS BULKHEAD WALL ABOVE EXISTING ENTRY/ EGRESS EXISTING ROOF OVERHANG EXISTING ROOF OVERHANG EXISTING MEZZANINE IS ABANDONED WHEN STAIR IS REMOVED. THIS WILL REDUCE THE HEATED AREA TO 2,642 SF NET AFTER TENANT IMPROVEMENT SHIER GB250 UNDERSLAB GREASE INTERCEPTOR 8'-6" TO 9'-0"48 3 0 A D A 243024304830ADA48 3 0 A D A 243024302430NEW ADA RESTROOMS NEAR EXISTING LOCATION OF RESTROOMS SCALE: 1/4" = 1'-0" FLOOR PLAN N TENANT IMPROVEMENT SCALE: 1/4" = 1'-0" FLOOR PLAN N EXISTING ACCESSORY S-2 BUILDING IS THE CONSTRUCTION TYPE OF A TRASH ENCLOSURE OF TRASH ENCLOSURE EXISTING DOOR NEW GARAGE STYLE SECTIONAL OVERHEAD DOOR TRASH CONTAINER VERIFY/PROVIDE HYDRAULIC ISOLATION AND DRAIN TO LOCAL GREASE INTERCEPTOR SUCH AS SHIER GB1 (EXISTING ACCESSORY STRUCTURE IS ROOFED) 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 EXISTING WINDOW EXISTING STOREFRONT WINDOWS EXISTING STOREFRONT EXISITNG POST FRONT COUNTER PLUMBING WALL EXISTING STOREFRONT DHC MURAL - VALANCE LIT, OR BLACK OUT FILM ON GLASS TENANT IMPROVEMENT EXISTING WALLS NEW WALLS OR INFILL PASS-THROUGH SE E E L E V A T I O N F A C I N G 1 7 T H / O L U M P I C SEE ELEVATION FACING MOHAWK7'-6" 6'- 81 2" PROJECT HISTORY SUMMARY THE EXISTING STRUCTURE WITH ITS EXISTING MEZZANINE IS 3,650 SF THE EXISTING STRUCTURE WITHOUT THE MEZZANINE IS 2,642 SF THE PREVIOUS 2022 PROPOSAL WAS 2,915 SF THE CURRENT 2023 PROPOSAL IS 2,642 SF SHEET TITLE:PROJECT:SHEET NUMBER: CLIENT: 7209 Greenwood Avenue North Seattle, Washington 98103 206-782-2911 Fax 782-5624 DAVE'S HOT CHICKEN1570 MOHAWK BOULEVARDSPRINGFIELD, OR 97477JCK Birdz LLC Joe Karcher 875 Country Club Road Eugene, OR 97401 REVISIONS: DATE: JOB NUMBER: SCALE: DRAWN BY:TAXLOT #S: 170325310-2700280031001906.0 CF APR 27, 2023 Completeness Update May 24 2023 A115Tenant ImprovementEquipment-Seating Plan MAIN LEVEL465' -6"WINDOW HT.474' -2 7/8"BUILDING HT.486' -10 3/8"21' - 4 1/2" BACK TO GARAGE DOOR AGAIN8' - 6" EXISTING OPENING15' - 6" NEW27' - 4" EXISTINGEXISTING2' - 8"27'-4" + 2'-8" = 30' Existing15'-6" and 8'-6" = 24' New54' proposed > 52.75 = OK105' - 6 1/2" ( MIN. 52.75')MAIN LEVEL465' -6"BUILDING HT.486' -10 3/8"6' - 8 1/2" NEW24' - 0" EXISTING60' - 6" (MIN. 30.25')24' + 6.67' = 30.67' > 30.25' = OKDATE:PROJECT NO:SCALE:DRAWN BY:7209 Greenwood Avenue NorthSeattle, Washington 98103206-782-2911Fax 782-5624CB ANDERSONARCHITECTSSHEET TITLEREVISIONS:PLLC.NOT FOR CONSTRUCTION UNLESS CITY APPROVAL STAMP APPEARS ON THIS SHEETCOPYRIGHT CB ANDERSON ARCHITECTS. ALL RIGHTS RESERVED. NOT TO BE REPRODUCED WITHOUT PERMISSION. ORIGINAL SHEET SIZE 24" X 36".CLIENT:CONSULTANT:As indicatedDS1AM, CFDHC SPRINGFIELD OR3.2-625.A ELEVATIONS1906.027 APRIL 20231570 Mohawk BlvdSpringfield, OR 97477SCALE:1/4" = 1'-0"FACING MOHAWK(ALIGNED WITH MOHAWK BLVD)SCALE:3/16" = 1'-0"FACING 17TH WINDOW HT. 474' - 2 7/8" BUILDING HT. 486' - 10 3/8"21'-438"8'-6" BACK TO GARAGE DOOR AGAIN 15'-6"27'-4"2'-8" EXISTING 27'-4" + 2'-8" = 30' Existing 15'-6" and 8'-6" = 24' New 54' proposed > 52.75 = OK 105'-61 2" BUILDING HT. 486' - 10 3/8" 6'-81 2"23'-117 8" 60'-61 8" 24' + 6.67' = 30.67' > 30.25' = OK KEEP WINDOWS TO ABANDONED MEZZANINE - PRIMARY METHOD OF ABANDONMENT IS REMOVING STAIRS, BECAUSE A PERMIT WOULD BE NEEDED TO RESTORE THE MEZZANINE. MAIN LEVEL 465' - 6" SCALE: 1/4" = 1'-0" FACING MOHAWK (ALIGNED WITH MOHAWK BLVD) SCALE: 3/16" = 1'-0" FACING 17TH MAIN LEVEL 465' - 6"SHEET TITLE:PROJECT:SHEET NUMBER: CLIENT: 7209 Greenwood Avenue North Seattle, Washington 98103 206-782-2911 Fax 782-5624 DAVE'S HOT CHICKEN1570 MOHAWK BOULEVARDSPRINGFIELD, OR 97477JCK Birdz LLC Joe Karcher 875 Country Club Road Eugene, OR 97401 REVISIONS: DATE: JOB NUMBER: SCALE: DRAWN BY:TAXLOT #S: 170325310-2700280031001906.0 CF APR 27, 2023 Completeness Update May 24 2023 DS1Tenant Improvement3.2-625.A ELEVATIONS 4 FOOT GATE PRACTICAL COMPUTERS EVERGREEN/ ICON BUSSTOPOHUOHUOHUOHUOHUOHUOHU OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHU OHU OHU OHU OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUTR SB SB 26" 28"18"28" 20" 32"2-8" 26" 15" 2-12" 4-8" 22" 24" 20" 3-10" 20" 24" 28" 24" 18" 22" 10" 10" 8" 8"8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SSSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD8''S D 6''SD6''SD8''S D 8''S D 4''S S 8''S D 8''S D 8''S D 4''SD 4''SD4''SD 4''SD 4''SD8''SDEEEEEEEEEE EEEEE W WWWWW EEETSTSTSTS TS TS TS1''G1''G1''G1''G1''G4''G4''G4''G4''G4''G4''G4''G4''G4''G4''G4''G4''G4''G4''G4''G4''G4''G4''G4''G4''G4''G4''G4''G4''G4''G4''G2''G 1'' G 1'' G GG WWWW4''W4''W4''W4''W4''W4''W4''W4''W4''W4''W4''W4''W4''W4''W4''W4''W4''W4''W4''W4''W4''W4''W8'' W 8'' W 8'' W 465465466465464464464 464 463463 464464465465 465 466 D/WD/WTR JB JB JB GV S D D D TR ICV ICV ICV W 3 HCR HCR HCR HCR S 2RAMPS 89°56'09" E 121.57'N 00°00'13" W 157.73'N 29°10'01" E 250.34'S 00°03'51" W 376.47'N 29°10'01" E BASIS OF BEARINGS PEROREGON COORDINATE REFERENCE SYSTEM (OCRS),EUGENE ZONEMOHAWK BOULEVARD17TH STREETOLYMPIC STREET 10 FOOT UTILITY EASEMENT REC. NO. 75868 5 FOOT UTILITY EASEMENT REC. NO. 89102 5 FOOT UTILITY EASEMENT REC. NO. 89103 N 29°10'01" E 250.34'N 29°10'01" E BASIS OF BEARINGS PEROREGON COORDINATE REFERENCE SYSTEM (OCRS),EUGENE ZONEMOHAWK BOULEVARD1-2 YE A R T O T Z 2-5 YE A R T O T Z 1-2 YE A R T O T Z 2-5 YE A R T O T Z [SD] [SD][SD][SD][SD][SD][SD][SD][SS][SS][SS][SS]FF=465.60' 7654321 8 9 10 11 12 13 15 14 16 17 18 19 20 21 22 - COMPACT 25 ZONE: MUCZONE: LOW DENSITY RESIDENTIALZONE: LOW DENSITY RESIDENTIALZONE: LOW DENSITY RESIDENTIALZONE: LOW DENSITY RESIDENTIAL ZONE: COMMUNITY COMMERCIAL17TH STEXISTING SITE PLAN N SCALE: 1" = 20' EXISTING LIGHTED BUS STOP SHELTER NOT ON SITE. NO SCOPE FOR THIS ITEM EXISTING FIRE HYDRANT PROJECT SUMMARY SITE AREA (MAP # 17-03-25-31, TAX LOT #S -02700, -02800, -03100): 32,507 SF ZONE: MIXED USE COMMERCIAL PARKING (4-6-100): 1SPACE PER 100 SF EATING AND DRINKING EST. TENANT IMPROVEMENT NET AREA: 2642 / 100 = 26 STALLS REQUIRED, 28 EXISTING BIKES:1 per 600 square feet of floor area 2642/600 = 4.4 = 4 PROVIDED: 25% LONG-TERM, 75% SHORT TERM. ANY NEW REQUIRED BIKE RACKS COULD FIT UNDER EXISTING ROOF OVERHANGS, THUS ALL WOULD QUALIFY AS "LONG-TERM" = TWO DAVE'S HOT CHICKEN LEGEND: SCOPE: TENANT IMPROVEMENT CHANGE OF USE FROM BANK-RETAIL TO RESTAURANT - NO SITE WORK EXCEPT PERHAPS TRASH UPGRADE (EXISTING DRIVE-THRU WILL BECOME ON-LINE ORDER PICK UP) EXISTING SITE AREAS: (NO CHANGES PROPOSED) SEE G201 EXISTING BUILDING ROOF OVERHANG FOOTPRINT 3,601 SF = 11% EXISTING ACCESSORY BUILDING ROOF OVERHANG FOOTPRINT: 369 SF = 1% EXISTING PARKING, SIDEWALKS, PATIOS, AND ALL OTHER HARD-SURFACES: 18,611 SF = 57% EXISTING PERVIOUS LANDSCAPE AREAS (NOT INCLUDING CURBS): 9,926 SF = 31% TOTAL AREA: 32,507 SF (IF PERVIOUS FAVERS ARE NOT USED FOR WIDENING EXISTING SIDEWALK, THEN 28 SF ADDED TO IMPERVIOUS AND SUBTRACTED FROM PERVIOUS) A TRAFFIC IMPACT STUDY (TIS) IS NOT REQUIRED, BECAUSE THE PROPOSAL DOES NOT EXCEED 1,000 ADT OR 100 PEAK HOUR TRIPS. ITE TRIP GENERATION 11TH EDITION HAS LAND USE (934) FAST FOOD DRIVE RESTAURANT WITH DRIVE THRU HAS A WEEKDAY RATE OF 467.48 TRIPS/1000 SQ.FT AND A PM PEAK HOUR RATE OF 50.94 TRIPS/1000 SQ. FT. ITE TRIP GENERATION FOR LAND USE (912) DRIVE-IN BANK HAS A WEEKDAY TRIP RATE OF 100.35 TRIPS/1000SQ.FT. AND A PM PEAK HOUR RATE OF 20.92TRIPS/1000SQ.FT. THE PREVIOUS DECISION CONCLUDED THAT: “EXISTING 3.650 SQ. FT. DRIVE-IN BANK AND A PROPOSED 2,915 SQ. FT. FAST FOOD RESTAURANT THE PROJECT REMAINS UNDER THE TRIP THRESHOLD FOR REQUIRING A TIA FOR THE PEAK HOUR WITH 73 NEW PEAK HOUR TRIPS AND 996 NEW WEEKDAY TRIPS.” THE CURRENT PROPOSAL IS LESS, BECAUSE THE MEZZANINE OF THE BUILDING IS REMOVED. THIS RESULTS IN A PROPOSED 2,642 SQ. FT. FAST FOOD RESTAURANT WITH NO DRIVE-THRU, WHICH IS 450.49 TRIPS/1000 SQ.FT. = 96% OF THE DEMAND IF THERE WAS A DRIVE-THRU. THEREFORE, IF A 2,915 SQ. F.T. FAST-FOOD WITH DRIVE-THRU COMPLIED WITH "73 NEW PEAK HOUR TRIPS AND 996 NEW WEEKDAY TRIPS", THEN A FAST-FOOD WITHOUT A DRIVE-THRU (933) AT 2,642 SQ. FT, 90% THE SIZE AND 96% THE DEMAND ALSO COMPLIES. CALCULATED RESULT: THIS PROPOSAL EXPECTS BETWEEN 66 TO 70 NEW PEAK HOUR TRIPS AND 896 TO 956 NEW WEEKDAY TRIPS = A TIS IS NOT REQUIRED TRAFFIC SUMMARY 2,642 SF NET AFTER TENANT IMPROVEMENT TENANT IMPROVEMENT IN EXISTING STRUCTURE EXISTING 369 SF ROOFED ACCESSORY STORAGE BUILDING, S-2. TENANT IMPROVEMENT FOR TRASH ENCLOSURE - MAINTAIN HYDRAULIC ISOLATION - INSTALL NEW SHIER GB 1 HYDROMECHANICAL UNDERSLAB GREASE INTERCEPTOR ABANDON EXISTING DRIVE-UP WINDOW EXISTING ROOF OVERHANG EXISTING SITE AS-IS NEW WHEEL STOPS TO PROTECT 5' LANDSCAPING SEE SHEET A105 FOR FLOOR PLAN ABANDONED DRIVE-CUT AND RESTORED SIDEWALK... OR DO PRIOR ONE-WAY DRIVE-CUTSREVISED 30' TWO-WAYADA DRIVE-CUT5' WHEN THIS DRIVEWAY IS ABANDONED THEN IT NEEDS A 5' LANDSCAPE BUFFER . THE NEW LANDSCAPE CAN BE BIO PLANTER 18'-83 4" EXISTING FOR TRASH 20'-41 4"17'-434"PUBLIC ART 225 SF, 12' RADIUS 26 (N) CONC. CURB RAMP 8' 5'18' 8' EXISTING PAVED GRADE SLOPES TO WEST. SO, IT MAKES SENSE TO MAKE THIS A BIOPLANTER (786 SF AREA) 27 REPLACE NORTH FENCE AND LOCATE CLOSER TO PROPERTY LINE 12' PROPERTY LINE 23- COMPACT 24- COMPACT COVERED STALLS: 1 STANDARD BIKE, AND 1 LARGE BIKE STALL (ALL QUALIFY AS LONG-TERM) WALK-UP WINDOW AT EXISTING DOOR LOCATION MOSTLY COVERED STALLS: 2 STANDARD BIKE STALLS SHORT-TERM 17' - 9 7 8" 18'REVISE EXISTING STOREFRONT FOR NEW DELIVERY DOOR - NOTE: DRIVE GRADE AND FLOOR GRADE ARE NEARLY SAME DUE TO PREVISU DRIVE-UP TELLER WINDOW NEW LANDSCAPING ISLAND ADDED LANDSCAPING AREAS - SEE SHEETS G500 AND G501 NOTE: ALL EXISTING LANDSCAPED AREAS ARE EITHER TO BE REVISED, CONVERTED TO STORMWATER RETAINAGE OR REMAIN AS-IS. NOTE: WE ALREADY HAVE A TREE FELLING PERMIT, BUT IT MAY OR MAY NOT BE USED. 6'-25 8"4'±(E)1'±(N)5'-1"5'MIN.WIDEN EXISTING 4'± CONCRETE SIDE WALK TO 5' MINIMUM WIDTH. (N) PERVIOUS: 28 SF OR USE PERVIOUS PAVERS ADJACENT TO EXISTING CONCRETE WALK.20"±5 ' - 3 " (E) = EXISTING (N) = NEW 16' - 9 5 8" ( E )21'-634" (E)(E) CONCRETE AREA PROJECT HISTORY SUMMARY THE EXISTING STRUCTURE WITH ITS EXISTING MEZZANINE IS 3,650 SF THE EXISTING STRUCTURE WITHOUT THE MEZZANINE IS 2,642 SF THE PREVIOUS 2022 PROPOSAL WAS 2,915 SF THE CURRENT 2023 PROPOSAL IS 2,642 SF SEE G500 SHEETS FOR NEW STREET TREES 25' 40' CENTERLINE OF 80' R.O.W. CENTERLINE OF R.O.W. (E) CONCRETE RAMP TO REMAIN VICINITY MAP PROJECT LOCATION (N) "RIGHT-TURN ONLY" SIGN (E) 24'+/- ADJUSTABLE 2-HEAD POLE LIGHT. UNABLE TO DISCERN LIGHT SOURCE TYPE (E) ELEC. POLE - NO STREET LIGHT (E) ELEC. POLE - NO STREET LIGHT EXISTING POLE LIGHT WITH HIGH-LOW PRESSURE SODIUM BULB IN REFLECTOR. FACE OF REFLECTOR IS 12' ABOVE PARKING LOT PAVING EXISTING POLE LIGHT WITH HIGH-LOW PRESSURE SODIUM BULB IN REFLECTOR. FACE OF REFLECTOR IS 12' ABOVE PARKING LOT PAVING G200PROPOSED UPDATES TO EXISTINGSITE PLANSHEET TITLE:PROJECT:SHEET NUMBER: CLIENT: 7209 Greenwood Avenue North Seattle, Washington 98103 206-782-2911 Fax 782-5624 DAVE'S HOT CHICKEN1570 MOHAWK BOULEVARDSPRINGFIELD, OR 97477JCK Birdz LLC Joe Karcher 875 Country Club Road Eugene, OR 97401 REVISIONS: DATE: JOB NUMBER: SCALE: DRAWN BY:TAXLOT #S: 170325310-2700280031001906.0 CF APR 27, 2023 Completeness Update May 24 2023 L7: 40 SF H1: 75 SF B1: 3,601 SF B2: 369 SF 32,507 TOTAL SF L9: 125 SF L8: 514 SF L10: 3,450 SF L6: 29 SF L5: 112 SF L4: 9 SF L3: 5,509 SF L1: 43 SF L2: 81 SF H2: 18,550 SF B2: 369 SF B1: 3,601 SF H1: 75 SF H2: 18,550 SF L1: 43 SF L2: 81 SF L3: 5,509 SF L4: 9 SF L5: 112 SF L7: 40 SF L9: 125 SF L8: 514 SF L6: 29 SF L10: 3,450 SF EXISTING AREAS SITE PLAN N SCALE: 1" = 20' 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 DEMOLISHED DRIVE AS PROPOSED LOCATION FOR PART OF THIS SITE'S STORMWATER MANAGEMENT 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 EXISTING IMPERVIOUS AREAS: 22,595 SF EXISTING PERVIOUS AREAS: 9,912 SF SHEET TITLE:PROJECT:SHEET NUMBER: CLIENT: 7209 Greenwood Avenue North Seattle, Washington 98103 206-782-2911 Fax 782-5624 DAVE'S HOT CHICKEN1570 MOHAWK BOULEVARDSPRINGFIELD, OR 97477JCK Birdz LLC Joe Karcher 875 Country Club Road Eugene, OR 97401 REVISIONS: DATE: JOB NUMBER: SCALE: DRAWN BY:TAXLOT #S: 170325310-2700280031001906.0 CF APR 27, 2023 Completeness Update May 24 2023 1/16" = 1'-0" G201EXISTINGAREAS SITE PLAN PRACTICAL COMPUTERS STOPOHUOHUOHUOHU TR 26" 28"18"28" 20" 32"2-8" 26" 15" 2-12" 4-8" 22" 24" 20" 3-10" 20" 24" 28" 24" 18" 22" 10" 10" 8" 8" E EEEEE WWWWWW 2''G D/WD/WTR JB GV S S 3 HCR HCR HCR HCRS 89°56'09" E 121.57'N 29°10'01" E 250.34'S 00°03'51" W 376.47'N 29°10'01" E BASIS OF BEARINGS PEROREGON COORDINATE REFERENCE SYSTEM (OCRS),EUGENE ZONEMOHAWK BOULEVARD17TH STREETOLYMPIC STREET N 29°10'01" E 250.34'MOHAWK BOULEVARD1-2 YE A R T O T Z 2-5 YE A R T O T Z [SS]ZONE: MUCZONE: LOW DENSITY RESIDENTIALZONE: LOW DENSITY RESIDENTIALZONE: LOW DENSITY RESIDENTIALZONE: LOW DENSITY RESIDENTIAL ZONE: COMMUNITY COMMERCIAL17TH STLANDSCAPING AREAS SITE PLAN N SCALE: 1" = 20' DAVE'S HOT CHICKEN TENANT IMPROVEMENT IN EXISTING STRUCTURE PUBLIC ART 225 SF, 12' RADIUS 12' EXISTING LANDSCAPED AREAS PROPOSED TO REMAIN AS-IS RAIN GARDEN RAIN GARDEN NEW PLANTED AREA TO PROTECT NEW DELIVERY DOOR LOCATION EXISTING LANDSCAPED AREAS THAT COULD VOLUNTARILY BE ENHANCED NEW LANDSCAPED OR RAISED CURB AREA NEW STORMWATER PLANTINGS 3.2.600 – MIXED-USE ZONING DISTRICTS LANDSCAPING PER SDC 4.4.100 4.4.105(B) 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 PLANTING 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 PLANTING AREA. THE PLANTING ACCEPTABLE PER 1,000 SQUARE FEET OF REQUIRED PLANTING AREA IS AS FOLLOWS: (1)A MINIMUM OF 2 TREES, NOT LESS THAN 6 FEET IN HEIGHT, THAT ARE AT LEAST A 2 INCH (DBH) 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 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 PLANTERS ARE 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 PLANTING AREAS MUST BE PROVIDED WITH A PERMANENT IRRIGATION SYSTEM ... THIS PROJECT: EXISTING IRRIGATION SYSTEMS WILL BE MODIFIED AS NEEDED 4.4.105(I) PLANTING 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. 1. EXISTING TOTAL SITE AREA: 32,507 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 1. 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 LANDSCAPE CALCULATIONS FOR SITE REVIEW SWALE C B A EXISTING FOR TRASH SEE G501 FOR STREET TREES SPECIES 1" = 20' G500LANDSCAPE AREASSITE PLANSHEET TITLE:PROJECT:SHEET NUMBER: CLIENT: 7209 Greenwood Avenue North Seattle, Washington 98103 206-782-2911 Fax 782-5624 DAVE'S HOT CHICKEN1570 MOHAWK BOULEVARDSPRINGFIELD, OR 97477JCK Birdz LLC Joe Karcher 875 Country Club Road Eugene, OR 97401 REVISIONS: DATE: JOB NUMBER: SCALE: DRAWN BY:TAXLOT #S: 170325310-2700280031001906.0 CF APR 27, 2023 Completeness Update May 24 2023 PRACTICAL COMPUTERS STOPOHUOHUOHUOHU TR 26" 28"18"28" 20" 32"2-8" 26" 15" 2-12" 4-8" 22" 24" 20" 3-10" 20" 24" 28" 24" 18" 22" 10" 10" 8" 8" E EEEEE W WWWWW 2''G D/WD/WTR JB GV S 3 HCR HCR HCR HCRS 89°56'09" E 121.57'N 29°10'01" E 250.34'S 00°03'51" W 376.47'N 29°10'01" E BASIS OF BEARINGS PEROREGON COORDINATE REFERENCE SYSTEM (OCRS),EUGENE ZONEMOHAWK BOULEVARD17TH STREETOLYMPIC STREET N 29°10'01" E 250.34'MOHAWK BOULEVARD1-2 YE A R T O T Z 2-5 YE A R T O T Z [SS]ZONE: MUCZONE: LOW DENSITY RESIDENTIALZONE: LOW DENSITY RESIDENTIALZONE: LOW DENSITY RESIDENTIALZONE: LOW DENSITY RESIDENTIAL ZONE: COMMUNITY COMMERCIAL17TH STLANDSCAPING PLANTIING SITE PLAN N SCALE: 1" = 20' DAVE'S HOT CHICKEN TENANT IMPROVEMENT IN EXISTING STRUCTURE PUBLIC ART 225 SF, 12' RADIUS 12' PLANTING LEGEND 1.EXISTING IRRIGATION TO BE MAINTAINED, REPAIRED, REFURBISHED, AND EXTEND AS NEEDED - DEIGN BUILD 2.SEE SHEET G502 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 GENERAL NOTES EXISTING TREES TO REMAIN NEW SHRUBS (ALL NEW ARE ELECTIVE AND VOLUNTARY) SMALL SHURBS, GROUND COVER & GRASSES GROUND COVER AT STORMWATER PLANTER - CAO GROUND COVER AT STORMWATER PLANTER - JUE GROUND COVER AT STORMWATER PLANTER - CSK BARK MULCH 36 CSK 77 CAO 74 JUE 48 CSK 4 SDG 7 SDG 3 SBT REVISED OR NEW LANDSCAPE AREAS PER SDC 4.4.100 1. 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 KEY QTY BOTANICAL NAME COMMON NAME MIN. SIZE COMMENTS STORMWATER PLANT SCHEDULE A - 354 SF RAIN GARDEN FACILITY RAIN GARDEN A RAIN GARDEN 12" DEEP VEGETATED SWALE C B SHRUBS - REQUIRED CSK 84 CORNUS SERICEA 'KELSEYI'DWARF REDTWIC DOGWOOD 1 GAL. 24" O.C. MATCHING FULL SBT 3 SPIREA BETULIFOLIA SHINY-LEAF SPIREA 5 GAL. MATCHING FULL SDG 11 SPIREA DOUGLASII WESTERN SPIREA 3 GAL. MATCHING FULL GROUNDCOVERS - REQUIRED CAO 77 CAREX OBNUPTA SLOUGH SEDGE 4" POTS 12" O.C. JUE 74 JUNUCUS EFFUSUS SOFT RUSH 1 GAL. 12" O.C. KEY QTY BOTANICAL NAME COMMON NAME MIN. SIZE COMMENTS STORMWATER PLANT SCHEDULE B - 530 SF RAIN GARDEN FACILITY SHRUBS - REQUIRED CSK 43 CORNUS SERICEA 'KELSEYI'DWARF REDTWIC DOGWOOD 1 GAL. 24" O.C. MATCHING FULL SBT 19 SPIREA BETULIFOLIA SHINY-LEAF SPIREA 5 GAL. MATCHING FULL SDG 13 SPIREA DOUGLASII WESTERN SPIREA 3 GAL. MATCHING FULL GROUNDCOVERS - REQUIRED CAO 116 CAREX OBNUPTA SLOUGH SEDGE 4" POTS 12" O.C. JUE 139 JUNUCUS EFFUSUS SOFT RUSH, COMMON RUSH 1 GAL. 12" O.C. KEY QTY BOTANICAL NAME COMMON NAME MIN. SIZE COMMENTS STORMWATER PLANT SCHEDULE C - 552 SF SWALE FACILITY GROUNDCOVERS - REQUIRED CAO 32 CAREX OBNUPTA SLOUGH SEDGE 4" POTS 12" O.C. JUE 147 JUNUCUS EFFUSUS SOFT RUSH, COMMON RUSH 1 GAL. 12" O.C. LANDSCAPE GUIDELINES A.VERIFICATIONS 1.VERIFY LOCATION OF ALL UTILITIES AND PROTECT DURING CONSTRUCTION B.PRODUCTS 1.TOPSOIL AT 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 OF A 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.SOIL AMENDMENTS a.FERTILIZER: 15-5-10-10 COMMERCIAL FERTILIZER. b.ORGANIC MATERIAL: “GARDEN COMPOST” AVAILABLE FROM REXIUS IN EUGENE OR LANE FOREST PRODUCTS IN EUGENE, OR OTHERS 4.MULCH: SHREDDED FIR BARK 5/8” TO ¼” DIAMETER 5.PLANTING TABLETS: 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 24” MINIMUM DEPTH SOIL (GROWING MEDIUM) AT SWALE. SEE CIVIL PLANS AND DETAILS FOR FACILITY 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 OF A LIGHT 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 6 INCH 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 FOR APPROVAL PRIOR TO CONSTRUCTION. 5.NOTIFY THE OWNER AT LEAST 48 HOURS BEFORE THE FOLLOWING INSPECTIONS: A AT START AND 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 MAINLINE PRIOR TO CONSTRUCTION. CHARGE SYSTEM TO 100 PSI AND HOLD FOR 24 HOURS. DOCUMENT PRESSURE LOSS 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 II 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. REMOVE ALL BINDINGS AND BURLAP FROM THE ENTIRE ROOT BALL 2 X ROOTBALL DIAMETER MINIMUMSEE PLANT LIST ORNURSERY STANDARDFOR HEIGHT3"1'-6"MULCH AS SPECIFIED (2" CLEAR AT TRUNK) PLANTING SOIL WITH SPECIFIED FERTILIZER AND AMENDMENTS COMPACTED TOPSOIL (BELOW ROOTBALLS ONLY) SCARIFIED SUB-GRADE6"SECTION AT TYPICAL SHRUB PLANTING N.T.S. GROUND COVER SPACING DIAGRAM N.T.S. EXISTING FOR TRASH 1/2ROW"A"ROW "A"ROW "A"ADJACENT BUILDING, EDGE OF PLANTING BED, OR SIMILAR SPACING "D " PER TABLESPACING "D" PER TABLE16' SPACING "D" PER TABLE SPACING TABLE SPACING "D"ROW "A" 3" O.C. 6" O.C. 9" O.C. 12" O.C. 15" O.C. 18" O.C. 24" O.C. 30" O.C. 36" O.C. 48" O.C. 2.6" 5.2" 7.8" 10.4" 13.0" 15.6" 20.8" 26.0" 30.0" 41.5" 70 JUE 32 CAO 40 JUE NOTES IF "D" IS 12" O.C., THEN FOR EVERY 13'X10' AREA OF 130 SF, THERE ARE 150 PLANTS = 115.385 PLANTS PER 100SF IF "D" IS 24" O.C., THEN THERE ARE 57.7 PLANTS PER 100SF 2 SBT 5 SDG 6 SBT 15 SDG 6 SBT 15 SDG 6 SBT 15 SDG 37 JUE SHRUBS - REQUIRED CSK - CORNUS SERICEA 'KELSEYI'DWARF REDTWIC DOGWOOD 1 GAL. 24" O.C. MATCHING FULL SBT 20 SPIREA BETULIFOLIA SHINY-LEAF SPIREA 5 GAL. MATCHING FULL SDG 50 SPIREA DOUGLASII WESTERN SPIREA 3 GAL. MATCHING FULL 19 SDG 13 SBT 28 CSK 15 CSK 56 CAO 60 CAO 59 JUE 70 JUE CUT AND FILL WOULD ONLY OCCUR AT STORMWATER RAIN GARDEN SWALE AREAS TO REMOVE PAVING AND SOME SOIL FOR THE ADDITION OF SOIL AMENDMENT MEDIUM SUCH AS COMPOST. ASSUME 12" STORMWATER AREAS TO BE CUT AND OVER ALL 6" RETURNED AS SOIL AMENDMENT MEDIUM WITH THE NET ACCOUNTING FOR THE SLOPES IN THE RAINGARDEN SWALE AREAS CUT: 1' X 552 + 530 + 354 SF = 1,436 CF = 53.2 CY FILL: 0.5' X 552 + 530 + 354 SF = 718 CF = 26.6 CY 4 ACG KEY QTY BOTANICAL NAME COMMON NAME MIN. SIZE COMMENTS STREET TREES CUT AND FILL WOULD ONLY OCCUR AT STORMWATER RAIN GARDEN SWALE AREAS TO REMOVE PAVING AND SOME SOIL FOR THE ADDITION OF SOIL AMENDMENT MEDIUM SUCH AS COMPOST. ASSUME 12" STORMWATER AREAS TO BE CUT AND OVER ALL 6" RETURNED AS SOIL AMENDMENT MEDIUM WITH THE NET ACCOUNTING FOR THE SLOPES IN THE RAINGARDEN SWALE AREAS CUT: 1' X 552 + 530 + 354 SF = 1,436 CF = 53.2 CY FILL: 0.5' X 552 + 530 + 354 SF = 718 CF = 26.6 CY NOTE: THE SAME SPECIES AND LOCATION ARE SHOWN AS PREVIOUS APPROVED ACG 4 ACER GRISEUM PAPER BARK MAPLE 2" CAL. SINGLE STEM, B&B, MATCHING, FULL 1" = 20' G501LANDSCAPE PLANTINGSITE PLANSHEET TITLE:PROJECT:SHEET NUMBER: CLIENT: 7209 Greenwood Avenue North Seattle, Washington 98103 206-782-2911 Fax 782-5624 DAVE'S HOT CHICKEN1570 MOHAWK BOULEVARDSPRINGFIELD, OR 97477JCK Birdz LLC Joe Karcher 875 Country Club Road Eugene, OR 97401 REVISIONS: DATE: JOB NUMBER: SCALE: DRAWN BY:TAXLOT #S: 170325310-2700280031001906.0 CF APR 27, 2023 Completeness Update May 24 2023