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HomeMy WebLinkAboutPlan, Tentative APPLICANT 2/1/202260 SHEET INDEX G'. 00 COVERSHEET G200 SITE PLAN C20 SITE UTILITY PLAN C2.1 PAVING & GRADING PLAN EI .0 SITE LIGHTING & PHOTOMETRIC PLAN LAI LANDSCAPE SITE PLAN LA2 LANDSCAPE AREAS PLAN AND SWALE FLAMING G300 EMERIOR ELEVATIONS G400 FLOOR PLAN V N N N W 2 N Q z 0 CB ANDERSON ARCHITECT 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 4677 r�*S RAIG B. ONn'=�TTLE; A• DEC 2023�� EXP. ov 011 6000 000 t" 0un0 M N N M N M r- n <n H LU C (D r� J a Cv% F- LU LU � Y � U LU = �^ m� IL Y) oL� ui W :2E t7 F > o z_ F U Q n WW D r V W O = K rn a REVISIONS: Update 21 Jan 2022 DRAWN BY: CF SCALE: 1/ 16" = 1'-0" DATE: 27 Sept 2021 JOB NUMBER: 1906.0 SHEET NUMBER: G100 w SHEET INDEX G'. 00 COVERSHEET G200 SITE PLAN C20 SITE UTILITY PLAN C2.1 PAVING & GRADING PLAN EI .0 SITE LIGHTING & PHOTOMETRIC PLAN LAI LANDSCAPE SITE PLAN LA2 LANDSCAPE AREAS PLAN AND SWALE FLAMING G300 EMERIOR ELEVATIONS G400 FLOOR PLAN V N N N W 2 N Q z 0 CB ANDERSON ARCHITECT 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 4677 r�*S RAIG B. ONn'=�TTLE; A• DEC 2023�� EXP. ov 011 6000 000 t" 0un0 M N N M N M r- n <n H LU C (D r� J a Cv% F- LU LU � Y � U LU = �^ m� IL Y) oL� ui W :2E t7 F > o z_ F U Q n WW D r V W O = K rn a REVISIONS: Update 21 Jan 2022 DRAWN BY: CF SCALE: 1/ 16" = 1'-0" DATE: 27 Sept 2021 JOB NUMBER: 1906.0 SHEET NUMBER: G100 EXISTING 6' FENCE RUNNING EM IRE LENGTH OF NORTH PROPERTY LINE TO BE REBUILT TO COMPLY WITH SDC 4.4-110 EXISTING 6' FENCE RUNNING ENTIRE LENGTH OF WEST PROPERLY LINE INTO ADJACENT MUC ZONED PROPERLY TO BE REFURBISHED OR REPLACED AS NEEDED TO COMPLY WITH SDC 4.4-110 TYPICAL PARKING STALL: 9'X18' W ITH W HEELSTOPS AT LANDSCAPING AND SIDEWALK AREAS. NO COMPACT STALLS ROOFED TRASH ENCLOSURE: COLORED, TEXTURED CMU TRASH ENCLOSURE WITH BOX -RIB METAL ROOF AND DOORS: 10'+/- TALL. PAD IS HYDRAULICALLY ISOLATED FROM REST OF PARKING LOT AND CONNECTED DIRECTLY TO THE GREASE INTERCEPTOR. THIS IS IN ADDITION TO THE WOOD FENCE THAT COMPLIES WITH SDC 4.4-110, N INCH HIGH STAPLE SHAPED BIKE --N� CK MOUNTED INTO THE CONCRETE N <I z UJ UJ UJ w �I z UJ 0 0 w -ANCHOR TO SIDEWALK PER MANUFACTURER. T, ( T U" OR'STAPLP' SHAPED RACKS .' SCALE: V" 5 SHORE-TERM BIKE PARKING (4 STALLS) = PREVIEW MENU FOR CARS #9 AND #12 BIKERACK �DETAI SCALE: N.T.S. 9 NEIGHBORING NEW PLAMINGS PER LANDSCAPING SHEETS (DARKER NEW STREET TREES PER LANDSCAPING SHEETS (DARKER A PROPOSED LOCATION FOR A POWER TRANSFORMER (TBD) - SEE LA I FOR SCF EXISTING DRIVE -WAY TO BE REMOVED, CURB AND GUTTER TO BE RE EXISTING TREES RETAINED PER LANDSCAPING SHEETS (EXISTING IS LIGHT YELLOW EXISTING 6' W OOD FENCE EMENDS FROM NORTH TO SOUTH HERE EXISTING EVERGREENS TO REMAIN AS MUCH AS POSSIBLE IN THIS AREA VEGETATIVE FENCING SHALL BE INSTALLED AROUND THE TREE DURING CONSTRUCTION, AND REMOVED DURING THE LANDSCAPE PLANTING PHASE OF CONSTRUCTION TO BE COME INTEGRATED INTO THE NEW FINSIHED DESIGN U z 0 COMPUTERS DEAD END FOR / I � / EXISTING FIRE HYDRANT ZONE: LOW DENSITY RESIDENTIAL 5 89°56'09" E 121.57' ®' r:1 I N / PERCENTAGE OF HE SITE PROPOSED FOR: BUILDINGS, (DH :2915 SF) =9% OLYMPIC STRUCTURES,ASH: 311 SF) =1% PARKING AN VEHICULAR AREAS,[ 17,364 SF)=53.4% STREET SIDEWALKS/PATIOS (1434 SF) =5.6% LJ OR N 1 � a 24' 13 N - - pm NICK POCK FKA. P]OK W7Ar 3 / NSP 1 up 2 UP a MP UP a5 I A \ o 14 z3 -3R.10._ 4�� 2T $$ A [10.439) ADA [23.5') PARKIN 9 9 9 iF STOPR&ML ) / Iii J( 9 Inap ('HCR / �Q• 1p�P�-I--J�11 3 WA710, RANG mvua / 'S HOT ` � H KEN 2 5'S IF P a o SCALE V" 20' / / / / REDEVELOPMENT ARCHITECTURAL SITE PLAN —EXISTING POWER POLE/ / —N.T. ENTRANCE SIG WITH ARROW POINTING TO NO H DRIVECUT �j SE EXISTING CURBCUT BY PULLING SOUTHEAST CUT 5' IN TOWARDS NOTH W EST. LANDSCAPING AND IRRIGATION: ALL NEW REQUIRED PLANTING AREAS SHALL BE PROVIDED WITH A PERMANENT UNDERGROUND IRRIGATION SYSTEM UNLESS WHERE FLAMED WITH NATIVE SPECIES OR PLANT COMMUNITIES, OR AS MAY BE EXEMPTED BY THE DIRECTOR. 4.4-105.G. NEW STREET TREES PER (Section 4.2-140) TO BE ARMSTRONG RED MAPLE - SEE LANDSCAPE DESIGN PLAN LANDSCAPE AREA = TOTAL PERVIOUS AREA LISTED BELOW OF 11,248 SF = 35% OF SITE -PUBLIC ARL: U % BUILDING COST) PUBLIC ARL ELEMENT VISIBLE AT THIS CORNER, BECAUSE IT WILL GET MAXIMUM USE AND PRESENCE. CONCEPT: A CITY WALK OF INTERWEAVING RIBBONS OF PAVEMENT IN VARIOUS COLORS AND TEXTURES. SOME COLORED COLIC EMBEDDED WITH PREDOMINATE GLASS COLORS, OR ROCK TYPES, WOOD -GRAIN PATTERNED, SOME PAVERS LIKE CUT RIVER ROCK SHOWING THE INSIDES, AND SO ON. PATIO W/ POSSIBLE METAL FENCE, 3' HIGH -PEDESTRIAN CIRCULATION: ADA ACCESS FROM R.O.W. TO RAISED CROSSWALK, WHICH WILL BE IN CONCRETE MATCHING THE SIDEWALKS. THE RAISED WALKWAY W ILL SERVE TO SLOW TRAFFIC AT THE WALK AND ELIMINATE OR GREATLY REDUCE THE NEED FOR RAMPING EXISTING LIGHTED BUS STOP SHELTER NOT ON SITE. NO SCOPE FOR THIS ITEM OVERHANG OF BUILDING AT THE TWO ENTRANCES THE BUILDING FACADE FACING MOHAWK FOLLOWS THE PROPERTY LINE ANGLE FOOD PICKUP WINDOW 3' CMU WALL CLAD FINISH TO MATCH BUILDING FINISH -ARL STYLE AT PROPERTY LINE (4.4-110) PAY WINDOW VICINITY MAP " AP" p CB ANDERSON ARCHITECT 7209 Greenwood Avenue North ORDER POST WHERE THE PRIMARY SOURCE OF SOUND IS LOCATED 206-782-2911 O ` 875 Country Club Road Eugene, OR 97401 N .1 1004 MAIN MENUBOARD AT CAR #8 AND #11 k Fz SE TLE-, .' 31 220223 /D�E�C PUL o - 000 O 4 .i.nwnnn -- O r LSP H O LIST CAMPUS a J Q 6' CMU WALL AT DRIVE-THROUGH ORDERING. CMU FENCE IS COLORED, Z w �Q U>r- LU TEXTURED TO CONNECT Of AND MATCH THE TRASH ENCLOSURE. - LOCATE AS 2 J �0 ❑ m O = ULL] CLOSE TO P.L. AS PRACTICAL Q Cn UJ Ui [ U LI lD 'aL0 w O U) a ------------------ REVISIONS F DRAWN BY: CF SCALE_----- 1/16"= 1'-0" ------------------- DATE: -- -27 Sept 2021 JOB NUMBER 1906.0 ------------------- SHEET NUMBER: G200 7 LONG-TERM BIKE PARKING (2 STALLS) AND DELIVERY RAMP. THIS AREA WILL BE U UNDER CAMERA SURVEILANCE : mm n v LLLOL.LL b �0 0 Ujw o� z SEWER TO THIS CONNECTION, GREAT INTERCEPTOR / NN i 0 � IN DRIVE-THROUHG LANE. SEE CIVIL SHEETS - _ 2 g -844 341NCH HIGH STAPLE SHAPED BIKE _ RACK MOUNTED IMO THE CONCRETE i I SCALE: I "= 5' min SHED NEIGHBORING NEW PLAMINGS PER LANDSCAPING SHEETS (DARKER NEW STREET TREES PER LANDSCAPING SHEETS (DARKER A PROPOSED LOCATION FOR A POWER TRANSFORMER (TBD) - SEE LA I FOR SCF EXISTING DRIVE -WAY TO BE REMOVED, CURB AND GUTTER TO BE RE EXISTING TREES RETAINED PER LANDSCAPING SHEETS (EXISTING IS LIGHT YELLOW EXISTING 6' W OOD FENCE EMENDS FROM NORTH TO SOUTH HERE EXISTING EVERGREENS TO REMAIN AS MUCH AS POSSIBLE IN THIS AREA VEGETATIVE FENCING SHALL BE INSTALLED AROUND THE TREE DURING CONSTRUCTION, AND REMOVED DURING THE LANDSCAPE PLANTING PHASE OF CONSTRUCTION TO BE COME INTEGRATED INTO THE NEW FINSIHED DESIGN U z 0 COMPUTERS DEAD END FOR / I � / EXISTING FIRE HYDRANT ZONE: LOW DENSITY RESIDENTIAL 5 89°56'09" E 121.57' ®' r:1 I N / PERCENTAGE OF HE SITE PROPOSED FOR: BUILDINGS, (DH :2915 SF) =9% OLYMPIC STRUCTURES,ASH: 311 SF) =1% PARKING AN VEHICULAR AREAS,[ 17,364 SF)=53.4% STREET SIDEWALKS/PATIOS (1434 SF) =5.6% LJ OR N 1 � a 24' 13 N - - pm NICK POCK FKA. P]OK W7Ar 3 / NSP 1 up 2 UP a MP UP a5 I A \ o 14 z3 -3R.10._ 4�� 2T $$ A [10.439) ADA [23.5') PARKIN 9 9 9 iF STOPR&ML ) / Iii J( 9 Inap ('HCR / �Q• 1p�P�-I--J�11 3 WA710, RANG mvua / 'S HOT ` � H KEN 2 5'S IF P a o SCALE V" 20' / / / / REDEVELOPMENT ARCHITECTURAL SITE PLAN —EXISTING POWER POLE/ / —N.T. ENTRANCE SIG WITH ARROW POINTING TO NO H DRIVECUT �j SE EXISTING CURBCUT BY PULLING SOUTHEAST CUT 5' IN TOWARDS NOTH W EST. LANDSCAPING AND IRRIGATION: ALL NEW REQUIRED PLANTING AREAS SHALL BE PROVIDED WITH A PERMANENT UNDERGROUND IRRIGATION SYSTEM UNLESS WHERE FLAMED WITH NATIVE SPECIES OR PLANT COMMUNITIES, OR AS MAY BE EXEMPTED BY THE DIRECTOR. 4.4-105.G. NEW STREET TREES PER (Section 4.2-140) TO BE ARMSTRONG RED MAPLE - SEE LANDSCAPE DESIGN PLAN LANDSCAPE AREA = TOTAL PERVIOUS AREA LISTED BELOW OF 11,248 SF = 35% OF SITE -PUBLIC ARL: U % BUILDING COST) PUBLIC ARL ELEMENT VISIBLE AT THIS CORNER, BECAUSE IT WILL GET MAXIMUM USE AND PRESENCE. CONCEPT: A CITY WALK OF INTERWEAVING RIBBONS OF PAVEMENT IN VARIOUS COLORS AND TEXTURES. SOME COLORED COLIC EMBEDDED WITH PREDOMINATE GLASS COLORS, OR ROCK TYPES, WOOD -GRAIN PATTERNED, SOME PAVERS LIKE CUT RIVER ROCK SHOWING THE INSIDES, AND SO ON. PATIO W/ POSSIBLE METAL FENCE, 3' HIGH -PEDESTRIAN CIRCULATION: ADA ACCESS FROM R.O.W. TO RAISED CROSSWALK, WHICH WILL BE IN CONCRETE MATCHING THE SIDEWALKS. THE RAISED WALKWAY W ILL SERVE TO SLOW TRAFFIC AT THE WALK AND ELIMINATE OR GREATLY REDUCE THE NEED FOR RAMPING EXISTING LIGHTED BUS STOP SHELTER NOT ON SITE. NO SCOPE FOR THIS ITEM OVERHANG OF BUILDING AT THE TWO ENTRANCES THE BUILDING FACADE FACING MOHAWK FOLLOWS THE PROPERTY LINE ANGLE FOOD PICKUP WINDOW 3' CMU WALL CLAD FINISH TO MATCH BUILDING FINISH -ARL STYLE AT PROPERTY LINE (4.4-110) PAY WINDOW VICINITY MAP " AP" p PROJECT SUMMARY SCOPE: REDEVELOPMENT OF EXISTING SITE INTO RESTAURANT WITH A DRIVE-THROUGH SITE AREA (MAP # 17-032581, TAX LOT #S -02700, -02800, -03100): 32,507 SF ZONE: MIXED USE COMMERCIAL PARKING (4-6100): 1SPACE PER 100 SF EATING AND DRINKING EST. PROPOSED BUILDING SIZE: 2915 / 100 = 29 STALLS REQUIRED, 33 PROVIDED BIKES:I per 670 square Feet of floor area 2915/600 = 4.9 = 5 PROVIDED: 25% LONG-TERM: 2,75% SHORT TERM: 4 = 6 PROVIDE (3) USHAPED RACKS 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 P 1004 11AA'° O 467 CRAIG B. ` AN O I rvl�) qq ' A SE TLE-, .' 31 220223 /D�E�C PUL o - 000 O 4 .i.nwnnn -- O r LSP H O LIST CAMPUS a J Q LU Z .°e �Q U>r- LU J LU 2 J �0 F_ m O = ULL] = 30 Q Cn W p Li Ui [ U LI lD 'aL0 w O U) a ------------------ REVISIONS Update 21 Jan 2022 DRAWN BY: CF SCALE_----- 1/16"= 1'-0" ------------------- DATE: -- -27 Sept 2021 JOB NUMBER 1906.0 ------------------- SHEET NUMBER: G200 LLLOL.LL PROJECT SUMMARY SCOPE: REDEVELOPMENT OF EXISTING SITE INTO RESTAURANT WITH A DRIVE-THROUGH SITE AREA (MAP # 17-032581, TAX LOT #S -02700, -02800, -03100): 32,507 SF ZONE: MIXED USE COMMERCIAL PARKING (4-6100): 1SPACE PER 100 SF EATING AND DRINKING EST. PROPOSED BUILDING SIZE: 2915 / 100 = 29 STALLS REQUIRED, 33 PROVIDED BIKES:I per 670 square Feet of floor area 2915/600 = 4.9 = 5 PROVIDED: 25% LONG-TERM: 2,75% SHORT TERM: 4 = 6 PROVIDE (3) USHAPED RACKS 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 P 1004 11AA'° O 467 CRAIG B. ` AN O I rvl�) qq ' A SE TLE-, .' 31 220223 /D�E�C llr 000 O M N N M ul N M O r H O J Q H J Q LU Z Q Y �Q U>r- LU J LU 2 J �0 F_ m O = ULL] = 30 Q Cn W p Li Ui [ U LI lD 'aL0 w O U) a ------------------ REVISIONS Update 21 Jan 2022 DRAWN BY: CF SCALE_----- 1/16"= 1'-0" ------------------- DATE: -- -27 Sept 2021 JOB NUMBER 1906.0 ------------------- SHEET NUMBER: G200 S 89°56'09" E 121.57' 2tl" 18.. So so 13 so I 10 FOOT UTILITY EASEMENT REC. NO. 75868 5 FOOT UTILITY EASEMENT REC. NO. 89102 WC1j, z" is Is B lV • OLYMPIC STREET W w� / T U m Ia W �I 03 a a i o / o 0 Z TOP 15" / 04 c /�J 2-12" %. PLUM ICON o /o � '24� 2 " 07 ryy° c 5 v , M i y0 3 I 2 � sX o y O ass F7;1/F_ y \ w 3 / w O tl / OSJ p 0 YW7— ICV hJ / N O O / y 10 09 11 z a of 0 /FOOTUTL SEMENT / NO. 89103 h' &"W / yy 4 `o h V 09 /Bo� orJ � 0 \ / J Jv // yy o o- , p T 1 � � �� sJ 0 0 10/d / mP aJJ 0 10' A E ro SJ 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. 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. It. Inlet elevation must allow for 2" of freeboard, minimum. 5. Piping: Minimum 3" pipe required far up to 1,500 sq ft of impervious area, otherwise 4" min. Piping material, slopes and installation shell follow the Uniform Plumbing Cade. RAIN GARDEN DETAIL ipNTS 0 / S1.ITE UTILITY PLAN NORTH C2.0 R 6. Drain rock: a. Size: 374"-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 geotextile filter fabric. B. Growing medium: a. 12" minimum b. Imported topsoil a amended native topsoil. Vegetation: Follow landscape plans otherwise refer to plant list In SWMM 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 Over rock to transition from inlets and splash pad to growing medium. LEGEND THIS SHEET GENERAL NOTES THIS SHEET: 1. NOT USED KEYED NOTES THIS SHEET: 01 RAIN GARDEN PER DETAIL 2/C2G 02 EXISTING FIRE HYDRANT 03 DOUBLE CHAMBER CATCH BASIN, TYP ® CONNECT TO EXISTING STORM DRAIN LINE OS HYDRAULICALLY ISOLATED TRASH ENCLOSURE WATER METER WITH ROOF AND DRAIN TO WASTEWATER O6 CONNECT TO EXISTING 4" WASTEWATER SERVICE LINE 07 NEW ELECTRICAL SERVICE OB BLD. DOMESTIC WATER CONNECTION. PROVIDE D BACKFLOW PREVENTION PER S.U.B. REQUIREMENTS 09 NEW GAS SERVICE 10 PROPOSED GREASE INTERCEPTOR 11 BUILDING ROOF DRAIN CONNECTION 12 CONNECT TO EXISTING 4"WATER LINE 0 2022 JOHNSON BRODERICK ENGINEERING. No part of this document can be reproduced without the wri ten permission from JIBE, 1325 WEST 13TH AVENUE EUGENE OREGON, 97401. (541)338-9488 or fax (541)338-94831 PROPERTY LINE Iw WATER VALVE Q FUEL TANK MANHOLE — — EASEMENT LINE CR WATER METER (O UNKNOWN MANHOLE 376 MAJOR CONTOUR INTERVAL ® IRRIGATION VALVE D UNKNOWN VAULT W LLL I di,Z MINOR CONTOUR INTERVAL ® IRRIGATION VALVE (ROUND) © GAS METER —TOP — — —TOP— TOP OF BANK GRADE BREAK LINE 0 WATER VAULT Dca GAS VALVE —TOE — — —TOE — TOE OF BANK GRADE BREAK LINE SFP Da BACK FLOW PREVENTER ac HVAC EQUIPMENT TO 0 HATCH DENOTES BUILDING OUTLINE FIRE HYDRANT EM TRAFFIC SIGNAL BOX _ _ _ _ _ _ _ I HATCH DENOTES BUILDING OVERHEAD .FO.c« FIRE DEPARTMENT CONNECTION ® TRAFFIC SIGNAL CABINET HATCH DENOTES ASPHALT PAVEMENT ® WATER MANHOLE o TRAFFIC SIGNAL POLE WITH ARM c HATCH DENOTES CONCRETE ® AREA DRAIN OO PROPANETANK HATCH DENOTES GRAVEUSAND ® AREA DRAIN (SQUARE) 3 SIGN 3 HATCH DENOTES LANDSCAPE PLANTER ® STREET CATCH BASIN • BOLLARD HATCH DENOTES BRICK PAVERS O CURB INLET ® WOOD POST fp CURB OR CURB & GUTTER �U STORM DRAIN MANHOLE e FLAG POLE STOP PAVEMENT PAINT STRIPE OR MARKING o ROOF DRAIN O STEEL POLE CHAINLINK FENCE STORM PIPE OUTFALL ® MAIL BOX —0-0-0— IRON FENCE — TD — TRENCH DRAIN PARKING METER ❑ ❑ WOODEN FENCE m CLEANOUT 4-- BASKETBALL HOOP Cry Ory CABLE TV LINE SANITARY SEWER MANHOLE 0 BOREHOLE cDMM COMM UNDERGROUND COMM LINE t UTILITY POLE m 0 TEST PIT EO EO UNDERGROUND FIBER OPTIC LINEMW GUYANCHOR m MONITORING WELL G G GAS LINE" LIGHT POLE E E UNDERGROUND ELECTRICAL LINED LIGHT POLE WITH ARM AD AREA DRAIN — —WW — — — WW — — — WW— — WASTE WATER LINE ® STREEr LIGHT BOX AD SO SQUARE AREA DRAIN SO S0 STORM DRAIN LINE ©9 ELECTRIC METER CB CATCH BASIN TS TS TRAFFIC SIGNAL LINE OO ELECTRIC RISER CMP CORRUGATED METAL PIPE —w—w— WATER LINE IM ELECTRIC TRANSFORMER COMM COMMUNICATIONS — — — OHL — — — — OHL— — OVERHEAD COMBINED UTILITY LINE 0 ELECTRIC VAULT CP CONTROL POINT — — OHW — OVERHEAD CABLE TV LINE (0 POWER MANHOLE ELEC ELECTRIC — — — OHE — — — — OHE — — OVERHEAD POWER LINE 0 CABLE TV RISER FEE FINISHED FLOOR ELEVATION — — OHSL — OVERHEAD STREET LIGHT POWER LINE 07 TELEPHONE RISER FO FIBER OPTIC — — —OFF— — — —OHT— — OVERHEAD TELEPHONE LINE ETI TELEPHONE VAULT SS SANITARY SEWER ® PAY PHONE SO STORMWATER OO COMM MANHOLE T.CONC TOP OF CONCRETE T2 FIBER OPTIC VAULT TBC TOP BACK CURB TC TOP OF CURB TFC TOP FACE CURB TP TOP PAVEMENT T.WALL TOP OF WALL TW TOP WALK 0 2022 JOHNSON BRODERICK ENGINEERING. No part of this document can be reproduced without the wri ten permission from JIBE, 1325 WEST 13TH AVENUE EUGENE OREGON, 97401. (541)338-9488 or fax (541)338-94831 ce Digitally Signed: 2022.01.21 OREGON FST 09 �v Expires: 2023.06.30 w R Date: 2022.01.21 .—i—,,,.. 21016.02 Drawn B : JW Checked Bv RLQ SITE UTILITY PLAN C2.0 Y z d m OE C W LLL I di,Z � $ � Z C x00 LL OOfZ CO W m o TO 0 w � Uj a 3 a 3 M C L m W fp �U �w ce Digitally Signed: 2022.01.21 OREGON FST 09 �v Expires: 2023.06.30 w R Date: 2022.01.21 .—i—,,,.. 21016.02 Drawn B : JW Checked Bv RLQ SITE UTILITY PLAN C2.0 S89'56'09" E 121.57' OLYMPIC STREET % 1�PAVING AND GRADING PLAN NORTH cz.1 r=2o' NON -BUILDING IMPERVIOUS AREA TREATMENT SUMMARY BASIN IMP AREA (FP2) TREATMENT AREA(FT'2) TREATMENT AREA % A❑ 4778 580 12% © 6283 1135 18% © 8951 DOUBLE CHAMBER CATCHBASIN WI FILTER INSERT Z TOTAL IMPERVIOUS AREA TOTAL IMPERVIOUS AREA TREATED BY VEGATATIVE MEANS PERCENTAGE OF IMPERVIOUS AREA TREATED OLUW 19415 11060 57% LEGEND THIS SHEET RAIN GARDEN AC BLACK CONCRETE DCONCRETE DRAINAGE DIRECTION BASIN DRAINAGE BOUNDARIES PROPERTY LINE CURB O STORM DRAIN MANHOLE O SEWAGE MANHOLE m DOUBLE CHAMBER CATCHBASIN WITH FILTER INSERT xxx.xx FG FINISHED GRADE �w.xx FFE FINISHED FLOOR ELEVATION GENERAL NOTES THIS SHEET: 1. NOT USED KEYED NOTES THIS SHEET: D1 OVERFLOW TO STRMDRAIN SYSTEM 0 2022 JOHNSON BRODERICK ENGINEERING. No part of this document can be reproduced without the written permission from JIBE, 1325 WEST 13TH AVENUE EUGENE OREGON, 97401. (541)338-9488 or fax (541)338-94831 Digitally Signed: 2022.01.21 OREGON 09 Expires: 2023.06.30 Robert L. Johnson P.E. Eugene, Oregon Documents@JBE.us.com 2022.01.21 14:09:58-08'00' Z O U>LU = co O p ¢ w = = LL Y)LU 0 Z 0 r stn w tt o y N of 0 0 0 Le m h is Date: 2022.01.21 Project No: 21016.02 Drawn By: JW Checked By RLQ PAVING & GRADING PLAN C2.1 (D Y z d T 91 U lY d Z mm OLUW C ✓T ZLU � Z C = O (D W f O W Z E M w T 7 rn w � W� a y w>3 e am Wa U �w Digitally Signed: 2022.01.21 OREGON 09 Expires: 2023.06.30 Robert L. Johnson P.E. Eugene, Oregon Documents@JBE.us.com 2022.01.21 14:09:58-08'00' Z O U>LU = co O p ¢ w = = LL Y)LU 0 Z 0 r stn w tt o y N of 0 0 0 Le m h is Date: 2022.01.21 Project No: 21016.02 Drawn By: JW Checked By RLQ PAVING & GRADING PLAN C2.1 t00 9'1yS%Q OCL ,� 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 5 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 UT' 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 11 CATCH BASIN Ol SANITARY MANHOLE BUILDING OUTINE WITH DOOR CONCRETE SURFACE RIM = 464.80' 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 BASIN 15 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 B 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 U'OJ i STORM MANHOLE WITH STRUCTURE m CATCH BASIN 00 SANITARY/STORM STRUCTURE# TRO TELECOMMUNICATIONS RISER O SB TRAFFIC SIGNAL BOX FCT____� 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 An PROJECT CONTROL POINT REGISTERED PROFESSIONAL AND SURVEYOR J OREGON JUNE 30, 1997 TROY T. TETSUKA 2841 RENEWAL 6/30/2022 SCALE 20 0 10 20 40 JOB NO. 2100131 1 INCH = 20 FEET 111 SM OR6 Ave., Suite 2400 PoMand, OR 97204 0:503.227.3251 F: 503.224.4681 www.kolf.. 2"G 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 N j\ ESTATE BUILDING p yp ro J S 7771 r / JB m q` � S I` 0 CV --- / ° SHED % pe: J fs FOOT UTILITY / EASEMENT REC. NO. 89103 ~\ / A e'4 I �� JB W D1 HE I �// s h la / p / I 44g, 4F TE `.\ e4 \F �W e" °r �]y // 7 / O �rtJiWTy24• O HE X00 0 °rJ / a o 10" s / 4 °rJ rJ / p �TR >G / / 0 J °r /8"55� 8"5511 8"SS 'Si / O J 1 ° 0 /IDS / r Y/ fi / D REGISTERED PROFESSIONAL AND SURVEYOR TROY T. TETSUKA 2841 RENEWAL 6/30/2022 LEGEND: SCALE 20 0 10 20 40 1 INCH = 20 FEET 111 SW HRit Ave., Suite 2400 PoMand, OR 97204 0:503.227.3251 F: 503.224.4601 www.kMT. BUILDING OUTLINE WITH DOOR 0 CONCRETE SURFACE ASPHALT SURFACE --¢ WALL — — — — — — — — — — BUILDING OVERHANG 11011 CURB UNE — EDGE OF ASPHALT lip" RIGHT -OF -WAV LINE — EASEMENT UNE m LOT UNE 00 PROPERTY LINE TR° WOOD FENCE E ELECTRICAL UNE TS TRAFFIC SIGNAL LINE T TELECOMMUNICATIONS LINE SD STORM LINE SS SANITARY SEWER LINE W WATER LINE G GAS LINE OHU OVERHEAD UTILITY LINES I UNDERGROUND LINE PER AS-BUILTS SIGN D/W DRIVEWAY ENTRY HCR HANDICAP RAMP ojB ELECTRICAL JUNCTION BOX SCALE 20 0 10 20 40 1 INCH = 20 FEET 111 SW HRit Ave., Suite 2400 PoMand, OR 97204 0:503.227.3251 F: 503.224.4601 www.kMT. GUY ANCHOR 0 POWER POLE OVERHEAD LIGHT --¢ POWER POLE/OVERHEAD LIGHT V GAS VALVE 11011 SANITARY MANHOLE WITH STRUCTURE lip" STORM MANHOLE WITH STRUCTURE m CATCH BASIN 00 SANITARY/STORM STRUCTURE# TR° TELECOMMUNICATIONS RISER O SB TRAFFIC SIGNAL BOX FOT___=� TRAFFIC CONTROL SIG NAL ARM DJJLGL WATER VALVE qp FIRE HYDRANT W 0 WATER METER °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 1 INCH = 20 FEET 111 SW HRit Ave., Suite 2400 PoMand, OR 97204 0:503.227.3251 F: 503.224.4601 www.kMT. 27-10" - - SIGN CONSTRUCTION UNDER SEPARATE PERMIT, BUT LIKELY HALO LETTERS OVER A HALO BACK LIT BACK GROUND GRAY BUILDING FINISH IS PRIMARILY STUCCO PAINTED IN A VARIETY OF GRAYS, REDS, AND BLACK WITH SOME OCCASIONAL YELLOW & WHITE HIGHLIGHTS PATIO SEATING STARTS HERE 0-01 - 0' — DARK GRAY LIGHT GRAY PAINTED WITH SOME RED AND YELLOW ARTISTIC HIGHLIGHTS � DARK RED LIGHT GRAY PAINTED WITH SOME RED AND YELLOW ARTISTIC HIGHLIGHTS DELIVERY BOOK IS 7 WEST ELEVATION SCALE: 114" = U-0' 16-0" 0-- - 12'-0" --- SOUTH ELEVATION OLYMPIC ELEVATION (NORTH) DARK GRAY ---j \LIGHT GRAY PAINTED WITH SOME RED AND YELLOW ARTISTIC HIGHLIGHTS j SCALE: 114" = U -d' DHC TEM SIGN UNDER SEPARATE PERMIT. SIDE TO BE DETERMINED DARK GRAY COLOR: RED LIGHT GRAY PAINTED WITH SOME REDAN� YELLOW ARTISTIC HIGHLIGHTS DARK RED FOOD PICKUP DARK GRAY DARK GRAY MOHAWK ELEVATION (EAST) SCALE: 114" = U-0' SCALE: 114" = U-0' _ 22' `V PATIO SEATING STARTS HERE 01-01,-0 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 P10 4677 CRAIG B. ��'OF CP1R� 0 0 0 M r, 00 ul N N M ' ^ �/ / N M O Z O4:1Z F- 0 0 J Q \> / F- LU J LJJ z Y O"'r- LU _ 2 J 0 LL LU D 0 0 X = a� w L� ui W � tD WW �a o� f, LA W x O O of m REVISIONS: ----------------- ----------------- ------------ ----------- DRAWN BY:_________ CF SCALE_ 1/ 16" - 1'-0" DATE: _ _27 Sept 2021 JOB NUMBER 1906.0 SHEET NUMBER: G300 Ea w J 4 -3 �H.�` FLOOR PLAN SCALE: 114" = I'-0" 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 '0 4677 CRAIG B. 2 • • CP1R� 0 0 0 M r, 00 ul (14 N M N M r- N H- 0 J Q <Z Z J W � U_ > LUr- U0 O 00 0 O °30 J Y) _ ui LL LL � (D 'a o W W WoLr) LA a U) of m REVISIONS: ----------------- ----------- DRAWN BY:_________ CF SCALE: 1/ 16" = 1'-0" DATE: 27 Sept 2021 JOB NUMBER: 1906.0 ------------------- SHEET NUMBER: G400 I ZONE: MUC -ZONE: LOW DENSITY RESIDENTIAL STATISTICS 1 E4.01 DRIVEWAY 9A DESIGN VALUES AREA AVERAGE MAXIMUM MINIMUM MAXIMIN AVGIMIN DRIVEWAY 1.1FC 2.9FC 0.4FC 7.3:1 2.81 PARKING AREA 1.3FC 3.1 FC 0.5FC 6.2:1 2.6:1 PROPERTY BOUNDARY 0.2FC 0.5FC O.OFC NA NA z ZONE: LOW DENSITY RESIDENTIAL / PROPERTY BOUNDARY 1 E4.01 DRIVEWAY 9A C -U OA /M.E.W aC) EQUIPMENT REFERENCE (EF -1 - EXHAUST FAN 1) Joe Karcher ,"1711 71 CIRCUIT/ FEEDER REFERENCE A C (fl)(ff)b LL DESCRIPTION MANUFACTURER PRODUCT CODE[21 TYPE HEIGHT ZONE: LOW DENRESIDENTIAL ZONE: COMMUNITYCOMMERCIP � CJ OWNER. N<VAA o O EXPIRES: 121$1/2021 m n SIGNED: 07/15/15/211 PY:2021038 ENSII RESIDENTIAL U C, �I P z �D LED AREA LIGHTING WITH INTEGRAL PHOTOCELL SOLAIS GL1- 6 - 4S - 730 - STD D +18'-0" W 6322 3000K 58 H O a � PAF AND MOTION SENSOR WU, --- p c .CL U Q L r 0 = m S2 LED AREA LIGHTING WITH INTEGRAL PHOTOCELL SOLAIS GLl - 4 - SQ - 730 - STD POLE +18'-0" LED 4466 3000K 36 AND MOTION SENSOR T-- S3 LED AREA LIGHTING WITH INTEGRAL PHOTOCELL SOLAIS GLl - 4 - 2M - 730 - STD WALL +20'-0" LED 4502 F«e'er-f• 36 AND MOTION SENSOR S4 LED AREA LIGHTING WITH INTEGRAL PHOTOCELL SOLAIS GL1-4-4S-730-STD POLE +18'-0" LED 4244 3000K 36 AND MOTION SENSOR P r rr«rr«r«r NOTES [11 MANUFACTURER AND MODEL SHOWN ARE FOR DESIGN INTENT ONLY, CONTRACTOR IS RESPONSIBLE FOR FINAL LIGHTING FIXTURE SUBMITTAL AND SELECTION THAT MEETS DESIGN INTENT. PRODUCT NUMBER MAY NOT INCLUDE ALL REQUIRED HARDWARE AND ACCESSORIES, CONTRACTOR IS RESPONSIBLE FOR REVIEWING CONTRACT DOCUMENTS AND ENSURING ALL HARDWARE AND ACCESSORIES ARE PROVIDED FORA COMPLETE AND FUNCTIONAL INSTALLATION. [21 rr/ «rrr [31 COORDINATE POLE SELECTION WITH OWNER/ARCHITECT. r KITCHEN r DI«rP A] KUP1 KLP r r r x r r r 'KIP r13 ` Par DINT A y y ♦ r ✓ . rP KMP r a r r r r. ZONE: LOW `wrT2.. ry N IT . r r r rrrr rs W9mr r r. r ,P• r r r. _ ,r r� r PHOTOMETRIC CALCULATIONS NTS ;KING AREA ZONE: COMMUNITY COMMERCIAL - SITE PLAN TRASH ENCLOSURE 4 — ENTRY SIGN dOlS ND � I I �I I ZONE: LOW DENSITY RESIDENTIAL - c �I 1 E4.01 DRAWING REFERENCE (SHEET E4.01, DRAWING 1) 9A C -U OA CIRCLE NOTE aC) EQUIPMENT REFERENCE (EF -1 - EXHAUST FAN 1) Joe Karcher ,"1711 71 CIRCUIT/ FEEDER REFERENCE A C (fl)(ff)b W S. DESCRIPTION MANUFACTURER PRODUCT CODE[21 TYPE HEIGHT C -D LUMENS I COLOR TEMP � CJ OWNER. N<VAA o O EXPIRES: 121$1/2021 m n SIGNED: 07/15/15/211 PY:2021038 ry Cir U C, �I P z �D LED AREA LIGHTING WITH INTEGRAL PHOTOCELL SOLAIS GL1- 6 - 4S - 730 - STD D +18'-0" W 6322 3000K 58 SYMBOL LEGEND COMMON 1 E4.01 DRAWING REFERENCE (SHEET E4.01, DRAWING 1) 9A HEX NOTE OA CIRCLE NOTE EF EQUIPMENT REFERENCE (EF -1 - EXHAUST FAN 1) Joe Karcher O CIRCUIT/ FEEDER REFERENCE A REVISION SYMBOL AND CHANGE CLOUD (fl)(ff)b NEW, DEMO, EXISTING LIGHTING DAVES HOT CHICKEN POLE MOUNTED SITE LIGHT 9A WALL MOUNT LIGHTING Seattle, Washington 98103 LIGHTING FIXTURE SCHEDULE n Q CONDUIT DOWN, CONDUIT UP Joe Karcher B. THIS DESIGN IS PRIMARILY FOR BASIS OF DESIGN [11 MOUNTING COMMUNICATING INTENT OF SITE PERFORMANCE LIGHTING. ALL OTHER ELEMENTS ID DESCRIPTION MANUFACTURER PRODUCT CODE[21 TYPE HEIGHT LAMP LUMENS I COLOR TEMP WATTS COMMENTS OWNER. N<VAA o O EXPIRES: 121$1/2021 m n SIGNED: 07/15/15/211 PY:2021038 ry Cir VJ�O� o - P z Sl LED AREA LIGHTING WITH INTEGRAL PHOTOCELL SOLAIS GL1- 6 - 4S - 730 - STD POLE +18'-0" LED 6322 3000K 58 H O a � Ll AND MOTION SENSOR WU, Iry 0 p c .CL U Q L w 0 = m S2 LED AREA LIGHTING WITH INTEGRAL PHOTOCELL SOLAIS GLl - 4 - SQ - 730 - STD POLE +18'-0" LED 4466 3000K 36 AND MOTION SENSOR S3 LED AREA LIGHTING WITH INTEGRAL PHOTOCELL SOLAIS GLl - 4 - 2M - 730 - STD WALL +20'-0" LED 4502 3000K 36 AND MOTION SENSOR S4 LED AREA LIGHTING WITH INTEGRAL PHOTOCELL SOLAIS GL1-4-4S-730-STD POLE +18'-0" LED 4244 3000K 36 AND MOTION SENSOR NOTES [11 MANUFACTURER AND MODEL SHOWN ARE FOR DESIGN INTENT ONLY, CONTRACTOR IS RESPONSIBLE FOR FINAL LIGHTING FIXTURE SUBMITTAL AND SELECTION THAT MEETS DESIGN INTENT. PRODUCT NUMBER MAY NOT INCLUDE ALL REQUIRED HARDWARE AND ACCESSORIES, CONTRACTOR IS RESPONSIBLE FOR REVIEWING CONTRACT DOCUMENTS AND ENSURING ALL HARDWARE AND ACCESSORIES ARE PROVIDED FORA COMPLETE AND FUNCTIONAL INSTALLATION. [21 PROVIDE BATTERY BACKUP FOR FIXTURES INDICATED ON FLOOR PLANS AS EMERGENCY LIGHTING. [31 COORDINATE POLE SELECTION WITH OWNER/ARCHITECT. LIGHTING SA POLE MOUNTED SITE LIGHT 9A WALL MOUNT LIGHTING RACEWAY �--� UNDERGROUND RACEWAY OJ J❑ JUNCTION BOX Seattle, Washington 98103 CONTINUATION n Q CONDUIT DOWN, CONDUIT UP DISTRIBUTION EQUIPMENT FM METER SHEET NOTES A. PROVIDE SITE LIGHTING AS ARCHITECT SHOWN. ORIENTATION OF Seattle, Washington 98103 SYMBOL INDICATES ORIENTATION Fax 782-5624 OF LIGHT FIXTURE. Joe Karcher B. THIS DESIGN IS PRIMARILY FOR Eugene, OR 97401 COMMUNICATING INTENT OF SITE LIGHTING. ALL OTHER ELEMENTS IN DESIGN REQUIRE ADDITIONAL z INFORMATION TO BE FINALIZED BY w P6J0y OWNER. N<VAA o O EXPIRES: 121$1/2021 m n SIGNED: 07/15/15/211 PY:2021038 ry Cir VJ�O� o - *HEX NOTES 1. PROVIDE 2'-0" HIGH IMPACT RESISTANT LIGHT POLE BASE. 2. PROVIDE IN -GRADE JUNCTION BOX. 3. SIZE AND QUANTITY OF CONDUIT(S) IS NOT DEFINED AT THIS POINT IN THE DESIGN. SEE BUILDING DESIGN FOR ADDITIONAL DETAILS. 4. ENSURE THERE IS A MINIMUM OF 3'-0" OF DISTANCE BETWEEN SERVICE AND GAS. VERIFY WITH UTILITIES FOR EXACT SEPARATION REQUIREMENTS. CB ANDERSON ARCHITECT 7209 Greenwood Avenue North Seattle, Washington 98103 206-782-2911 Fax 782-5624 CLIENT: ICK BIrdz LLC Joe Karcher 875 Country Club Road Eugene, OR 97401 AOf25ZQ ®REGON ZD,m0O $LU w P6J0y N<VAA o O EXPIRES: 121$1/2021 m n SIGNED: 07/15/15/211 PY:2021038 ry Cir VJ�O� � P z Z W V U a v H O a � Ll 2 O WU, Iry 0 p c .CL U Q L w 0 = m rr a ------------------ REVISIONS: ------------------ ------------------ ------------------ ------------------ ------------------ ------------------ ------------------ -_________________ DRAWN BY: EEC SCALE: DATE: 30 MAR 2021 JOB NUMBER 1 91 2.0 ------------------- SHEET NUMBER: El m0 ZONE: MUC ZONE: LOW DENSITY RESIDENTIAL I I I I BARK MULCH FENCE ENDS z \ 7CA �11n IPOM \ EXISTING LAWN TO REMAIN \ / EXISTING LAWN TO REMAIN \ \ ADD y I BARK PLANTER 1 I ZONE: LOW DENSITY RESIDENTIAL I, N 2=1 ZONE: COMMUNITY COMMERCIAL ZONE: LOW DENSITY RESIDENTIAL V WOODEN FENCE 1 GIBA 1 GIBA 1 GIBA 1 GIBA 6 CHT S 6 EUAC 6 CHTS TRASH ENCOLSURE 17 �I PROPOSED FORDRVC EEKTION ED BUILDING \ 4 SPV4— 5CHTS / \/ 2 ACRB Moy \ 9 CA 10 CA U ►� w�e/' 4 ACG Q"FGQ�ZSIO ooze,, ze,, q \ 5CHITS 9CA COO OI" Q 3 CHITS` Ro/Nq egs7s \ PUGF�F 0n'FS yOSPFR \ 5 CAA FM/OO.RS/ \ \ 2 SPGM 4 EUAC 1 IRS \ 2 IRS \ 2 SSM + 3 �CA 3EUAC � QNI \ 3 SSM i t EXISTING LAWN + TO REMAIN EXISTING UTILITY PUBLIC ART ELEMENT 1 OF BLDG COST. T.B.D. &0 U/ \ PLANT SCHEDULE One, V 09IO01 F(�q� KEY I QTY. I BOTANICAL NAME ICOMMONNAME I MIN. SIZE I COMMENTS TRFFS ACG 4 Acer dseum Paper Bark Maple 2" cal. single stem, B&B, matching, full ACRB 2 Acer rubmm'Bowhall' Bowhall Maple 2" caL Matching, limbed up to approx. 6 ft. ACRR 5 Acer rubmm'Red Sunset Red Sunset Maple 2" cal. Matching, limbed up to approx. 6 ft. ACPB 6 Acer palmatum'Blood d' Bloodgood Japanese Maple 1.75" cal. single stem, B&B, matching, full GIBA 4 Ginkgo biloba'Autumn Gold' Autumn Gold Ginkgo 2" cal. ft. TSM 5 Tsu a mertensiana Mountain Hemlock U M. Matching, full, B&B TPH 2 Thuja plicata'Hogan' Hogan Red Cedar 8' M. Matching, full, B&B ZSGV 3 Zelkova semata'Green Vase' Green Vase Zelkova 2" cel. Matching, limbed up to approx. 6 ft. SHRUBS CHTS 51 Choisya temate'Sundance' Sundance Mexican Orange 5 gal. matching, full, staked EUAC 69 Euonymus alata'Com acle' Compact Burning Bush 5 gal matching, full NDGS 33 Nandina domestica'Gu6 Stream' Gulf Stream Nandina 2 gal. 36" o.c.matching, full POM 6 Pol stichum munitum Sword Fern 1 gal matching, full SPGM 10 Spins" japonics'Goldmound' Goldmound Spiraw 3gal. matching, full VID 20 Viburnum dawdii David Viburnum 3 gal. matching, full WEF 12 Weigela 6orida Weigle 3gal. matching, full GROUNDCOVERS AND PERENNIALS ACGR NOTE: 29 Acoria remineus' on' Gras weaved sweet lag 1 gal. 1 matching, full CA 96 Calamagrosds aceU6ore'Kad Foersts' Feather Reed Gress 1 gal. 24" o.c. GS 36 Gaultheda shallon Salal 1 gal. 136 o.c. IRS 21 Ids sibedca Siberian Iris 1 gal. 12" O.C. SSM 136 Salvias Ivestds May Night Salvia 1 al. 1.,-- 12oc NOTE: QUANTITIES WILL NEED TO BE VERIFIED BY CONTRACTOR. COVERAGE SHALL COMPLY WITH SECTION 4.4-105E OF THE CODE. OgOjN Te�73op FGGFNF2 p F,yCc�F Ri4'G roF sySTF 0e, /QO,RS/ STORMWATER PLANT SCHEDULE 1 - 1135 SQ. FT. FACILITY KEY I QTY. I BOTANICAL NAME ICOMMONNAME I MIN. SIZE I COMMENTS SHRUBS - REQUIRED / I U/VV 17TH STREET PLANTER CASK 55 Comus sericea'Kelse " Dwarf Redlwi ori 1 oal. 24" o.c. matchina. full SPB 28 Sim" betullfolia Shiny -leaf Spiraes 15 gal. I matching, full SPD 110 1 Spina dou lasii I Western spireez 13 gal. I matching, full GROUNDCOVERS- REQUIRED CAO 152 Caren obnupta Slough Sedge 4" POTS 112-0.0. JUE 114 Juncus effusus Soft Rush 1 gal. matchin , full STORMWATER PLANT SCHEDULE 2 - 580 SQ. FT. FACILITY KEY I QTY. I BOTANICAL NAME ICOMMONNAME I MIN. SIZE I COMMENTS SHRUBS - REQUIRED COSK 155 1 Comus sericea'Kel Dwarf Redtwi ori 11 al. 24" o.c. matchingfull SIPS 128 S irsea betulifolie Shiny -leaf Soirees 5 al. matchin , full SPD 110 1 Spireea douglasii I Western spiresa 13gal. I matching, full GROUNDCOVERS- REQUIRED CAO 1152 1 Carex obnupts Slough Sedge 4" POTS 12" O.C. JUE 1114 1 Juncus effusus Soft Rush 11 gal. 4 PLANTING LEGEND q.DECIDUOUS TREES CONIFEROUS TREES EXISTING CONIFEROUS TREE TO REMAIN SHRUBS ®®SMALL SHRUBS, GROUND COVER & GRASSES GROUNDCOVER AT STORMWATER PLANTER - CAO GROUNDCOVERAT STORMWATER PLANTER - JUE SMALL SHRUBS AT STORMWATER PLANTER - COSK BARK MULCH ®� BOULDERS APPROXIMATE LOCATION OF MECHANICAL EQUIPMENT GENERALNOTES 1. IRRIGATION TO BE DESIGN BUILD 2. SEE SHEET LA -2 FOR DETAILS & 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. LANDSCAPE CALCULATIONS FOR SITE REVIEW TOTAL AREA REQUIREMENTS 1. ENTIRE SITE - 32,507 SFT 2. LANDSCAPE AREA -9,517SQFT 3. PERCENTAGE OF LANDSCAPE AREAS -29% PARKING LOT PLANTING AREA REQUIRMENTS 1. PLANTING AREA - 1,236 SFT 2. REQUIRED PLANTING - AS PER SECTION 4.4-105 F 3. TOTAL REQUIRED- 12 TREES &48 SHRUBS 4. PROPOSED - 12 (2") TREES & 50 (5 GAL) SHRUBS LANDSCAPE PLAN 0 4 8 16 32 64 SCALE: 1/16" = V-0" NORTH DOUGHERTY LANDSCAPE ARCHITECTS 474 Willamette Street Suite 305 Eugene, Oregon 97401 P 541.683.5803 F 541.683.8183 www.DLAdesign.com I� ` 279 1 279 • "(� t• Douaherty 9 %, OREGON Client JCK Bil LLC Joe Karcher 875 County Club Rd Eugene, OR 97401 w _U U 0 2 U) Lij 0 Q W J Z) m Y r Q O OJ W W (D CD Z a I Date: 01.24.2022 Drawn By: LMS Checked By: DJD Submission: SITE REVIEW Revisions LA -1 DLA INC. COPYRIGHT 2022 LANDSCAPE GUIDELINES A. VERIFICATIONS 1. VERIFY LOCATION OF ALL UTILITIES AND PROTECT DURING CONSTRUCTION. C. PRODUCTS 1. TOPSOIL AT PLANT BEDS: IMPORTED SANDY LOAM WITH 10% HUMUS AND CHARACTERISTIC OF LOAMS OF THE AREA. FREE OF ROCK, SUBSOIL, CLODS, LUMPS, PLANTS, ROOTS, STICKS, WEEDS, SEEDS AND OTHER DELETERIOUS SUBSTANCES. 2. SOIL (GROWING MEDIUM) AT THE SWALE SHALL BE A CONSTRUCTED MEDIUM COMPRISING A MIXTURE OF SAND, NATIVE SOIL, LOAM, AND COMPOST. THE FOC IN THE CONSTRUCTED MEDIUM MUST BE A MINIMUM OF 0.20 (I.E., 40-50%) ORGANIC MATTER. PROVIDE (2) ONE GALLON SAMPLES OF SOIL TO BOTH THE PROJECT ENGINEER AND LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. 3. SOIL AMENDMENTS a. FERTILIZER; 15-5-10-10 COMMERCIAL FERTILIZER. b. ORGANIC MATERIAL:'GARDEN COMPOSTAVAILABLE FROM REXIUS OR LANE FOREST PRODUCTS. 4. MULCH: SHREDDED FIR BARK 5/8"- 1/4" 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" X 2" MIN. CAPABLE OF AT LEAST 2 YEARS BURIAL. b. GUY WIRES: NO. 10 GA. ANNEALED, GALVANIZED STEEL WIRE. D. SOIL 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 TILLED SUBGRADE. ADD 3" OF ORGANIC MATERIAL AND 15-5-10-10 FERTILIZER TO TOPSOIL AT THE RATE OF 20 LBS. 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 LAYER AT 85 PERCENT. STORM WATER PLANTER AND RAIN GARDEN 1. PLACE 12" MINIMUM DEPTH OF SOIL (GROWING MEDIUM) AT SWALE. SEE CIVIL PLANS AND DETAILS FOR FACILITY INSTALLATION REQUIREMENTS. PROVIDE 24" DEPTH EXCAVATION AND GROWING MEDIUM AT TREES. DO NOT APPLY ADDITIONAL SOIL AMENDMENTS OR FERTILIZER AT SWALES OR RAIN GARDENS. E. PLANTING 1. SET PLANTS VERTICAL. 2. REMOVE CONTAINERS. 3. SET PLANTS IN PITS OR BEDS, PARTLY FILLED WITH PREPARED PLANT MIX, AT A MIN. OF 6" DEPTH UNDER 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. G. MULCHING: MULCH ALL PLANT BEDS TO A MINIMUM DEPTH OF 3" WITHIN 24 HOURS OF PLANTING. TAPER MULCH TO VAT PAVING EDGES. MULCH STORM WATER FACILITIES WITH 1" DEPTH PEA GRAVEL. MULCH SWALE SIDE SLOPES O RAIN GARDEN WITH 3" DEPTH FIR BARK MULCH. I. MAINTENANCE: CONTRACTOR TO MAINTAIN ALL PLANT MATERIAL THROUGH FINAL COMPLETION, INCLUDING WEEDING, PRUNING, MAINTAINING GUYS AND STAKES AND REPLACEMENT OF MULCH. J. 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. CONNECT NEW IRRIGATION TO EXISTING, AUTOMATIC, UNDERGROUND IRRIGATION SYSTEM ALONG 7TH AVENUE. 2. IRRIGATION SYSTEM TO BE DESIGN BUILD BY CONTRACTOR. 3. SUBMIT PROPOSED IRRIGATION DESIGN DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO CONSTRUCTION. 4. NOTIFY LANDSCAPE ARCHITECT AT LEAST 48 HOURS BEFORE THE FOLLOWING INSPECTIONS. 4.A. AT START AND END OF IRRIGATION PRESSURE TEST. 4.13. SYSTEM PERFORMANCE INSPECTION UPON COMPLETION OF THE ENTIRE SYSTEM AND AFTER PLANT INSTALLATION. 5. SYSTEM IS TO PROVIDE HEAD TO HEAD COVERAGE, 6. HEAD LAYOUT IS TO MINIMIZE OVERSPRAY ONTO PAVED SURFACES. 7. MAIN LINE IS TO HAVE MANUAL DRAIN VALVES, AT LOW POINTS. 8. COORDINATE PIPE ROUTING, SHARED TRENCHING AND IRRIGATION SLEEVING WITH OTHER TRADES PRIOR TO IRRIGATION WORK. 9. PRESSURE TEST EXISTING IRRIGATION MAINLINE PRIOR TO CONSTRUCTION. CHARGE SYSTEM TO 100 PSI AND HOLD FOR 24 HOURS. DOCUMENT PRESSURE LOSS AND PROVIDE TO LANDSCAPE ARCHITECT. CHARGE SYSTEM TO 100 PSI AND HOLD FOR 24 HOURS AFTER CONSTRUCTION IS COMPLETED. REPAIR LEAKS AS NEEDED TO RESTORE MAINLINE TO PRE -CONSTRUCTION CONDITION. 10. ALL IRRIGATION PIPING UNDER PAVING TO BE LOCATED IN SCHEDULE 40 PVC PIPE SLEEVES. 11. PROVIDE 10" ROUND VEHICLE RATED JUNCTION ACCESS BOX AT ALL TURNS IN IRRIGATION MAINLINE UNDER PAVING. 12. PROVIDE NIBCO T-113 ISOLATION VALVE NEAR CONNECTION POINT TO EXISTING SYSTEM. 13. CONTROL VALVE AT NEW IRRIGATION SYSTEM MAY BE BATTERY OPERATED WITH RAIN BIRD T-BOS II CONTROL MODULE AND FIELD TRANSMITTER OR APPROVED. 14. MAINTAIN OPERATION OF EXISTING IRRIGATION SYSTEM TO EXTENT POSSIBLE DURING CONSTRUCTION. 15. PROVIDE SUPPLEMENTAL WATERING OF EXISTING PLANT MATERIAL AS NEEDED DUE TO DISRUPTION OF EXISTING IRRIGATION. 16. REPLACE ANY DEAD OR DAMAGED PLANT MATERIAL RESULTING FROM LANDSCAPE AND IRRIGATION CONSTRUCTION OR DISRUPTION OF IRRIGATION. N 0 0 Fpl mal �yl aI Wa)� WC wz GUY WIRE STAKES AS SPECIFIED - EVENLY SPACED (2) EACH ORNAMENTAL/CONIFER TREE (3) EACH SHADE TREE REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL MULCH AS SPECIFIED (2" CLEAR AT TRUNK) PLANTING SOIL SUB GRADE COMPACTED TOPSOIL (BELOW ROOT BALLS ONLY) NOTE MARK THE NORTH SIDE OF THE TREE IN THE NURSERY, AND ROTATE TO FACE NORTH AT THE SITE TYPICAL TREE PLANTING SECTION TYPICAL SHRUB PLANTING SECTION REMOVE ALL BINDINGS AND BURLAP FROM ENTIRE ROOT BALL MULCH AS SPECIFIED (Z' CLEAR AT TRUNK) PLANTING SOIL WITH SPECIFIED FERTILIZER AND AMENDMENTS COMPACTED TOPSOIL (BELOW ROOT BALLS ONLY) SCARIFIED SUB -GRADE SCALE: 1/2" =1'-D" SCALE: 1/2"= 1'A" 2 GROUNDCOVER SPACING DIAGRAM LA -2 PVJJ NTS MULCH (TAPERS TO 1" AT SIDEWALK) FINISHED GRADE PLANTING SOIL (SEE SPECIFICATIONS FOR DEPTH) ADJACENT PAVING NOTE: SEE GRADING PLAN FOR PLANT BED SOIL LEVELS. 3 PLANT BED EDGE AT PAVEMENT LA -2 SECTION SCALE: 1/2"=V -D" LANDSCAPE DETAILS AND IRRIGATION NOTES I� ` 279 1 279 • ,` `�� r Devid J. Dou¢herty %U01, OREGON c` PE AR Client: JCK Birdz LLC Joe Karcher 875 County Club Rd Eugene, OR 97401 Z LLJ Y U _U) LL a 0 a W J Z) O m >Y Q 2 2 CD L0 I Date: 01.24.2022 Drawn By: LMS Checked By: DJD Submission: SITE REVIEW Revisions I /� I SITE REVIEW r` a rn O Lu W U_ (7 Z EE EL rn LA -2 DLA INC. COPYRIGHT 2022 �- ADJACENT BUILDING OR EDGE OF PWIT BED D O U G H E RTY LANDSCAPE ARCHITECTS (-. /� 1 0 474 Willamette Street Suite 305 Eugene, Oregon 97401 ' "n P 541.683.5803 SPACING "D" ROW 'N SPACING nY ROW"A' F 541.683.8183 33 OC -26 2.62.6 18 O.C: 15.6 6" O.C. 5.2- 24. O.C. 20.8" 9" O.C. 7.8" 30" O.C. 26.0" 12" O.C. 10.4" 36" O.C. 30.0" www.DLAdesign.com 15" O.C. 13.0" 48" O.C. 41.5" 2 GROUNDCOVER SPACING DIAGRAM LA -2 PVJJ NTS MULCH (TAPERS TO 1" AT SIDEWALK) FINISHED GRADE PLANTING SOIL (SEE SPECIFICATIONS FOR DEPTH) ADJACENT PAVING NOTE: SEE GRADING PLAN FOR PLANT BED SOIL LEVELS. 3 PLANT BED EDGE AT PAVEMENT LA -2 SECTION SCALE: 1/2"=V -D" LANDSCAPE DETAILS AND IRRIGATION NOTES I� ` 279 1 279 • ,` `�� r Devid J. Dou¢herty %U01, OREGON c` PE AR Client: JCK Birdz LLC Joe Karcher 875 County Club Rd Eugene, OR 97401 Z LLJ Y U _U) LL a 0 a W J Z) O m >Y Q 2 2 CD L0 I Date: 01.24.2022 Drawn By: LMS Checked By: DJD Submission: SITE REVIEW Revisions I /� I SITE REVIEW r` a rn O Lu W U_ (7 Z EE EL rn LA -2 DLA INC. COPYRIGHT 2022