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HomeMy WebLinkAboutPlan, Tentative APPLICANT 4/12/2022EXISTING 6' FENCE RUNNING ENURE LENGTH OF NORTH PROPERTY LINE TO BE REBUILT ^ PERCENTAGE OF HE SITE PROPOSED FOR: TO COMPLY WITH SDC 4.4110 c STRUCTURES, SH: 31 I SF) = I % EE X -___ EXISTING FIRE HYDRANT OLYMPIC BUILDINGS, (DH 2915 SF) EE9% x PARKING AN Pr VEHICULAR AREAS, (17,364 SF) -53.4% STREET SIDEWALKS/PATIOS (1434 SF) = 5.6% DENSITY RESIDENTIAL ZONE: LOW DENS / 5 89°56'09" E 121.57 EXISTING 6' FENCE RUNNING EMIRE LENGTH OF WEST PROPERTY LINE INTO ADJACENT MUC ZONED PROPERTY TO BE REFURBISHED OR REPLACED AS NEEDED TO COMPLY ;,';;',.. :,;'Jj,:,: I - -_ - % - -�(l .... I ..:: ....< ..... ..... WITH SDC 4.4110 1 JQ i m z ¢)i 8 9 :.;� F EXISTING POWER POLE/ (Y z w W ^CR .T. ENTRANCE SIG WITH ARROW O W m POINTING TO NO H DRIVECUT N O Z W Z ti ❑ .• a I OW TYPICAL PARKING STALL: ?XI 8' WITH WHEELSTOPS AT LANDSCAPING AND p / ? SIDEWALK AREAS. NO COMPACT STALLS JB a o is 24' 13 > / / ROOFED TRASH ENCLOSURE: COLORED, TEXTURED CMU TRASH ENCLOSURE / p WITH BOX -RIB METAL ROOF AND DOORS: 10'+/ -TALL. PAD IS HYDRAULICALLY » ) Q T / W ISOLATED FROM REST OF PARKING LOT AND CONNECTED DIRECTLY TO THE f % [ N H[R GREASE INTERCEPTOR. THIS IS IN ADDITION TO THEW OCD FENCE THAT IIW� PUCKmm PUCK P@ AD For W. \\ 3 ZO VISE EXISTING CURBCUT BY PULLING SOUTHEAST CUT 5' IN TOWARDS w COMPLIES WITH SDC 4.4110 UP 9 N1P NSP 3 UP UP g 9 \ o / / HE NOTHWEST. O) OF W F 1034" 23-73' I0-54" D' ro O 273'1 '$$ [10439 ADA A / LANDSCAPING AND IRRIGATION: LN [23.285'] PARKIN [ / Q ALL NEW REQUIRED PLANTING AREAS SHALL BE PROVIDED WITH A PERMANENT w / �7 S 91, 91 9 STOP 1 UNDERGROUND IRRIGATION SYSTEM UNLESS WHERE PLANTED WITH NATIVE SPECIES I� OR PLANT COMMUNITIES, OR AS MAY EXEMPTED BY THE DIRECTOR. 4.4105.G. (llik�, �, ,Il w 34 INCH HIGH STAPLE SHAPED BIKE _ K i �p�JCI ❑ ❑ �p� HCR / .Z` LD RACK MOUNTED INTO THE CONCRETE w]Gd11�7Oa O NEW STREET TREES PER (Section 4.2-140) TO BE ARMSTRONG RED MAPLE -SEE LANDSCAPE DESIGN [Y N .. PLAN N i 3 / U -RMANUFACTURER. ( O X7LANDSCAPE AREA =TOTAL PERVIOUS AREA LISTED BELOW OF 11,248 SF=35%OF SITE tD "U"OR'STAPLP'SHAPED RACKS q F "d 2 10� \\ _ o 9 / SCALE: I"=5' j PUBLIC ART. U% OF BUILDING COST) J SHORT-TERM BIKE PARKING (4 STALLS) U Ta 2-9T'8 / PUBLIC ART ELEMENT VISIBLE AT THIS CORNER, BECAUSE IT WILL GET MAXIMUM USE AND PRESENCE. Q CONCEPT: A CITY WALK OF INTERWEAVING RIBBONS OF PAVEMENT IN VARIOUS COLORS AND ir Y ri )7 TENURES. SOME COLORED COLIC EMBEDDED W ITH PREDOMINATE GLASS COLORS, OR ROCK v PREVIEW MENU FOR CARS #9 AND #12 ui : _ ,%� 1-PATIO0` ;:' g TYPES, WOOD -GRAIN PATTERNED, SOME PAVERS LIKE CUT RIVER ROCK SHOWING THE INSIDES, AND F SO ON. (TO BE LIT BY ADJACENT POLE LIGHT - SEE PHOTOMETRIC) ORDER POST WHERE THE PRIMARY SOURCE OF SOUND IS LOCATED O N V MAIN MENUBOARD AT CAR #8 AND #11 »»» > PATIO W/ POSSIBLE METAL FENCE, 3' HIGH Q BIKE RACK DETAIL a dn PEDESTRIAN CIRCULATION: ADA ACCESS FROM R.O.W. TO RAISED CROSSWALK, WHICH WILL BE IN D/ SCALE: N.T.S. zq / / CONCRETE MATCHING THE SIDEWALKS. THE RAISED WALKWAY WILL SERVE TO SLOW TRAFFIC AT w T CMU WALL AT DRIVE-THROUGH ORDERING. CMU FENCE IS COLORED, W _ t �(6�/c THE WALK AND ELIMINATE OR GREATLY REDUCE THE NEED FOR RAMPING TEXTURED TO CONNECT Of AND MATCH THE TRASH ENCLOSURE. - LOCATE AS O ' t, �� y Q CLOSE TO P.L. AS PRACTICAL n EXISTING LIGHTED BUS STOP SHELTER NOT ON SITE. NO SCOPE FOR THIS ITEM OJ OVERHANG OF BUILDING AT THE TWO ENTRANCES v LONG-TERM BIKE PARKING (2 STALLS) AND DELIVERY RAMP. THIS AREA WILL BE O 7 "S HOTS '' THE BUILDING FACADE FACING MOHAW K FOLLOWS THE PROPERTY LINE ANGLE r) UNDER CAMERA SURVEILANCE �H KEN ` R o ^.� FOOD PICKUP WINDOW bo ^ 2 5 SF l z 3' CMU WALL CLAD FINISH TO MATCH BUILDING FINISH -ART STYLE AT PROPERTY LINE (4.4110) SEW ER TO THIS CONNECTION, GREAT INTERCEPTOR / IN DRIVE-THROUHG LANE. SEE CIVIL SHEETS ` J PAY WINDOW /"�'/4J 72 341NCH HIGH STAPLE SHAPED BIKE PIP j g 23 ON RACK MOUNTED INTO THE CONCRETE SCALE: 1 "= S mlo VICINITY MAP — a2a �4 a 2 -I'M NEIGHBORING TREES \ `I -b 4 � 1� J Q NEW PLANINGS PER LANDSCAPING SHEETS (DARKER GREEN) j Z ^ ,,,,° i wdl �p / _ V �\ NEW STREET TREES PER LANDSCAPING SHEETS (DARKER GREEN) - �� ` q/ ti i.4 - ,.� V . _.WI`® A PROPOSED LOCATION FOR A POWER TRANSFORMER (TBD) - SEE LA I FOR SCREENING _ w - ------ ti / EXISTING DRIVE -WAY TO BE REMOVED, CURB AND GUTTER TO BE RESTORED ry EXISTING TREES RETAINED PER LANDSCAPING SHEETS (EXISTING IS LIGHT YELLOW GREEN) p t LIJ Fn, CREEP ELc- LD y �N ���� ��R.K .vQ, .,.,, sr aexaue a O / I / " ` Q HAAH w EXISTING 6' WOOD FENCE EMENDS FROM NORTH TO SOUTH HERE U�) " D- :�. uoxe�x �" Bo < / a. � p Q d EXISTING EVERGREENS TO REMAIN AS MUCH AS POSSIBLE IN THIS AREA VEGITATIVE FENCING SHALL BE INSTALLED AROUND THE TREE DURING 0� TRAFFIC SUMMARY PROJECT SUMMARY Q CONSTRUCTION, AND REMOVED DURING THE LANDSCAPE PLANING PHASE OF / / �` LD CONSTRUCTION TO BE COME INTEGRATED INTO THE NEW FINSIHED DESIGN ) < / C A TRAFFIC IMPACT STUDY (TIS) IS NOT REQUIRED, BECAUSE THE PROPOSAL DOES O ) a NOT EXCEED I ODD ADT OR IN PEAK HOUR TRIPS. SCOPE: REDEVELOPMENT OF EXISTING SITE IMO RESTAURANT WITH A DRIVE-THROUGH 7 ITE TRIP GENERATION I ITH EDITION HAS LAND USE (934) FAST FOOD DRIVE w Y, o / / RESTAURANT WITH DRIVE THRU HAS A WEEKDAY RATE OF 467.48 TRIPS/IOOOSQ.Ff SITE AREA (MAP#17-03-2531, TAX LOT#S-02700, -028(Sl,-X100):32,507 SF 01 10" AND A PM PEAK HOUR RATE OF 50.94 TRIPS/1000 SQ. H. Q O N : ) / / / ITE TRIP GENERATION FOR LAND USE (912) DRIVE-IN BANK HAS A WEEKDAY TRIP ZONEMIXED USE COMMERCIAL F / / RATE OF 100.35 TRIPS/] DODSQ.FT. AND A PM PEAK HOUR RATE OF v 20.92TRIPS/1000SQ.FT. PARKING (46-100): 1SPACE PER 100 SF EATING AND DRINKING EST. N PROPOSED BUILDING SIZE: 2915 / 100 = 29 STALLS REQUIRED, 33 PROVIDED w / WITH AN EXISTING 3,650 SQ. FT. DRIVE-IN BANK AND A PROPOSED 2,915 SQ. FT. J a BIKES:I per 600 square Feet of floor area 2915/600 = 4.9 = 5 z FAST FOOD FIESTA URI THE PROJECT REMAINS UNDER THE TRIP THRESHOLD FOR z 10 PROVIDED: 25% LONG-TERM: 2,75% SHORT TERM: 4=6 REQUIRING A TIA FOR THE PEAK HOUR WITH 73 NEW PEAK HOUR TRIPS AND 996O PROVIDE (3) U -SHAPED RACKS PRACTICAL NEW WEEKDAY TRIPS. COMPUTERS / t� 0� N N DEAD SCALE: I"= 20' � END / FOR v REDEVELOPMENT O ARCHITECTURAL SITE PLAN F 0 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 Ui ","11 4677 CRAIG B. AN O 1 1� Fa EA�"�LEI A -• SSEI 31 DEC 2023�� EXP. OF 010 6000 000 O N N M N M O H O J Q H J LU p U >r Q J - LU = J LU rn 0 =0 Uw On = 30 Q aw ui j � Z F w U Q w en w U o a REVISIONS Update 21 Jan 2022 ------------------- ------------------- ------------------- ------------------- ------------------- DRAWN BY: CF SCALE: ----- 1/w _1 6.- ----------------- ------------------- DATE: 27 Sept 2021 ------------------- ------------------- JOB NUMBER 1906_0 SHEET NUMBER: G200 .GV -1.57 --oi 569° --- ------------------ 50 o I3 / 11 / / Ill OLYMPIC STREET / o y / o -U _ VP o 15 �! / FIs / v ww- 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. b. Inlet elevation must allow for 2" of freeboard, minimum. 5. Piping: Minimum 3" pipe required for up to 1,500 sq It of Impervious area, otherwise 4" min. Piping material, slopes and installation shall follow the Uniform Plumbing Code. Q7 ' \RAIN GARDEN DETAIL C2.0 NTS / 1 SITE UTILITY PLAN NORTH of A 6. Drain rock: a. Size 3/4"-21/2"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. 8. Growing medium: a. 12" minimum b. Imported topsoil or 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 river 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: 1 RAIN GARDEN PER DETAIL 2/C20 02 EXISTING FIRE HYDRANT TO BE REPLACED BV S.U.B. 03 DOUBLE CHAMBER CATCH BASIN WITH FLOW GUARD EASEMENT UNE FILTER INSERT, TYP WATER METER nc ® CONNECT TO EXISTING STORM DRAIN LINE 9 HYDRAULICALLY ISOLATED TRASH ENCLOSURE TRAFFIC SIGNAL CABINET WITH ROOF AND DRAIN TO WASTEWATER ® CONNECT TO EXISTING 4"WASTEWATER SERVICE LINE 07 NEW ELECTRICAL SERVICE OB BLD. DOMESTIC WATER CONNECTION. PROVIDE © BACKFLOW PREVENTION PER S.U.B. REQUIREMENTS ® NEW GAS SERVICE 10 PROPOSED GREASE INTERCEPTOR 11 BUILDING ROOF DRAIN CONNECTION 12 CONNECT TO EXISTING 4"WATERLINE Q FUEL TANK MANHOLE PROPERTY LINE oa WATERVALVE — — — — — — — EASEMENT UNE ® WATER METER nc 376 MAJOR CONTOUR INTERVAL IR IRRIGATION VALVE TRAFFIC SIGNAL CABINET > MINOR CONTOUR INTERVAL ® IRRIGATION VALVE (ROUND) — —TOP— — —TOP— TOP OF BANK GRADE BREAK LINE © WATER VAULT —TOE — — —TOE — TOE OF BANK GRADE BREAK LINE SEP I BACK FLOW PREVENTER ® MAIL BOX HATCH DENOTES BUILDING OUTLINE -0 FIRE HYDRANT r_______________ CB HATCH DENOTES BUILDING OVERHEAD .« FIRE DEPARTMENT CONNECTION 3 TEST PR HATCH DENOTES ASPHALT PAVEMENT ® WATER MANHOLE w HATCH DENOTES CONCRETE ® AREA DRAIN � HATCH DENOTES GRAVEL/SAND ® AREA DRAIN (SQUARE) HATCH DENOTES LANDSCAPE PLANTER ® STREET CATCH BASIN Uj CORRUGATED METAL PIPE HATCH DENOTES BRICK PAVERS ® CURB INLET CURB OR CURB & GLITTER ® STORM DRAIN MANHOLE TT -Op PAVEMENT PAINT STRIPE OR MARKING o ROOF DRAIN 0 0 o CHAINLINK FENCE STORM PIPE OUTFALL —0-0-0— IRON FENCE To TRENCH DRAIN ❑ ❑ WOODEN FENCE 0 CLEANOUT cry Cry CABLE TV LINE ® SANITARY SEWER MANHOLE COMM COMM UNDERGROUND COMM LINE t UTILITY POLE FO FO UNDERGROUND FIBER OPTIC LINE GUYANCHOR G G GAS LINE CP LIGHT POLE E E UNDERGROUND ELECTRICAL LINE, LIGHT POLE WITH ARM - - WW - - -WW - - - WW- - WASTE WATER LINE 90 STREET LIGHT BOX 50 SO STORM DRAIN LINE © ELECTRIC METER TG TS TRAFFIC SIGNAL LINE O ELECTRIC RISER -w—w— WATER LINE ® ELECTRIC TRANSFORMER - — — OHL — — — — OHL— - OVERHEAD COMBINED UTILITY LINE © ELECTRIC VAULT — — OKIV — OVERHEAD CABLE TV LINE 0 POWER MANHOLE - — — ONE — — — — OHE — - OVERHEAD POWER LINE ® CABLE TV RISER — — OHSL — OVERHEAD STREET LIGHT POWER LINE m TELEPHONE RISER - OHT 01 - OVERHEAD TELEPHONE LINE © TELEPHONE VAULT Date: SS ® PAYPHONE 21016.02 ® COMM MANHOLE Project No: T.CONC vc FIBER OPTIC VAULT Q FUEL TANK MANHOLE QO UNKNOWN MANHOLE a] UNKNOWN VAULT © GAS METER I�Iil GAS VALVE nc HVAC EQUIPMENT IID TRAFFIC SIGNAL BOX ® TRAFFIC SIGNAL CABINET > 0 TRAFFIC SIGNAL POLE WITH ARM OO PROPANE TANK • SIGN • BOLLARD • WOOD POST c FLAG POLE O STEEL POLE ® MAIL BOX O PARKING METER 4- BASKETBALL HOOP CB DO 0 BORE HOLE 3 TEST PR MW m MONITORING WELL AN yPONqQ 0 ypo�o Expires: 2023.12.31 'BE'E m a AD AREA DRAIN w z U d mm Z 0 LLJ G (n W Z O! 5 AD SO SQUARE AREA DRAIN =O0W �LL O IY Z m o CB DO W N 3 a w � Uj CORRUGATED METAL PIPE y o C 0 w w 3 a 3 M G am W COMM COMMUNICATIONS U 5 AN yPONqQ 0 ypo�o Expires: 2023.12.31 'BE'E m a AD AREA DRAIN w z o AD SO SQUARE AREA DRAIN CB CATCH BASIN n N 3 CMP CORRUGATED METAL PIPE y o C 0 w w COMM COMMUNICATIONS 5 N CP CONTROL POINT a ELEC ELECTRIC FEE FINISHED FLOOR ELEVATION FO FIBER OPTIC 2022.01.21 Date: SS SANITARY SEWER 21016.02 SO STORMWATER Project No: T.CONC TOP OF CONCRETE JW Drawn BY: TBC TDP BACK CURB TC TOP OF CURB Checked : RLJ SITE UTILITY PLAN TFC TOP FACE CURB TP TOP PAVEMENT T.WALL TOP OF WALL TW TOP WALK �.__..._. C 2022 JOHNSON BRODERICK ENGINEERING. No pad of this document oan be neproduosd without the written permission from JIBE, [ 325 WEST 13TH AVENUE EUGENE OREGON, 97401. (541)338-9488 orfax (541)338-9483 J C2.0 ZONE:MUC x O BARK z \ 7C n 11POM \ EXISTING LAWN TO REMAIN \ / EXISTING LAWN TO REMAIN \ \ ADD ZONE: LOW DENSITY RESIDENTIAL I I I y I BARK \ 4 SP \ 2ACRB 11 '1 \ 4ACG ORFG NZ9e NC00 ROjNq eq'S79 ,S 3!)-e, FMFR /OARS/ PLANT SCHEDULE KEY I QTY. I BOTANICAL NAME ICOMMONNAME I MIN. SIZE I COMMENTS TRFFS PLANTER 1 ZONE: LOW DENSITY RESIDENTIAL �x ACG 4 Acer riseum Paper Bark Maple Told. 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 Told. 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 Vint Matching, full, B&B TPH 2 Thuja plicata'Hogan' Hogan Red Cedar Fri. Matching, full, B&B ZSGV 3 Zelkova serrate'Green Vase' Green Vase Zelkova 2" cal. 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'Compacta' 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 Spirees japonics'Goldmound' Goldmountl Spimea 3gal. matching, full VID 20 Viburnum dawdii David Viburnum 3 gal. matching, full WEF 12 Weigela 6oritla Weigla 3gal. matching, full GROUNDCOVERS AND PERENNIALS ACGR 29 He mmineus' on' Gras weaved sweet lag 1 gal. matching, full CA 96 Calamagrosds aceU6ore'Kad Foerstsr' Feather Reed Grass 1 gal. 24" o.c. GS 36 Gaultheria shallon Salal 1 gal. 136 o.c. IRS 21 Iris sibedca Siberian Iris 1 gal. 12" O.C. SSM 136 Salviasylvestris May Night Salvia NOTE: QUANTITIES WILL NEED TO BE VERIFIED BY CONTRACTOR. COVERAGE SHALL COMPLY WITH SECTION 4.4-105E OF THE CODE. 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 I- �OSSISUE LOCA PROPOSED FORDRVC EEKTION ED BUILDING ter. 0 JAC ol8 OF BLDG COST. T.B.D. \ .J4 M°Nil/ \ e°�C ORFGO�9,70, C „ O% a, FGGFNF2 p F,yCc�F Ri4'G roF sySTFMFR /QlRS/, STORMWATER PLANT SCHEDULE 1 - 1135 SQ. FT. FACILITY KEY I QTY. I BOTANICAL NAME ICOMMONNAME I MIN. SIZE I COMMENTS SHRUBS - REQUIRED U/VV 17TH STREET PLANTER CASK 55 Comus sericea'Kelse " Dwart R.dtiij Dowod 1 oal. 24" o.c. matchina. full SPB 26 S Uses betullfolia Shin -leaf S mea 15 gal. I matching, full SPD 110 1 Spimea dou lasii I Western spimez 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. metchin , 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 RedtNd ori 11 al. 24" o.c. matchingfull SIPS 128 S ireea betulifolia Shin -leaf S 'mea 5 al. metchin , full SPD 110 1 Spireea douglasii Western spines 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. SMALL SHRUBS AT PLANTING LEGEND q.DECIDUOUS TREES 0 CONIFEROUS TREES EXISTING CONIFEROUS TREE TO REMAIN Ord 1 IN • • o 5110 & 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 (E 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 I279 ` 141) 279 � •�• Douaherty 9 �s OREGON c`,PZ g Client: JCK Bil LLC Joe Karcher 875 County Club Rd Eugene, OR 97401 w Y _U 2 U 0 2 W 'a 0 a w J Z) m Y r Q O OW J 2 u - (D CD Z � a I Date: 01.24.2022 Drawn By: LMS Checked By: DJD Submission: SITE REVIEW Revisions I UI SITE REVIEW COMMENTS Al 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 1" AT 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. 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 (2' CLEAR AT TRUNK) PLANTING SOIL WITH SPECIFIED FERTILIZER AND AMENDMENTS COMPACTED TOPSOIL (BELOW ROOT BALLS ONLY) SCARIFIED SUB -GRADE SCALE: 1/2"= 1'.G' OUTER LINE OF STUCCO WITH CONTROL JOINTS EVERY 18' O.C. CMU GHOSTED BEHIND STUCCO NOTE: DETAIL TO BE REVIEWED BY CIVIL AND STRUCTURAL PRIOR TO CONSTRUCTION. C.M.U. 3' LOW FENCE WALL SCALE: 1/2"= 1'A" ADJACENT BUILDING Z w OR EDGE OF PWIT BED D O U G H E RTY U LANDSCAPE ARCHITECTS (-. /� 1 0 Lu J 474 Willamette Street i- O O Suite 305 a r, #4 VERT REBAR @ 24"O.C. CITY R.O.W(NO WORK) rn Eugene, Oregon 97401 BOND BEAM COURSE WITH -\ I W0 (2) #4 HORIZONTAL BARS N -I. CONCRETE MASONRY ' "n 2 u- 6" CONIC CURB UNITS (CMU) CLAD IN > P 541.683.5803 SPACING "D" ROW 'N SPACING 'D" ROW "A' 1rz- F 541.683.8183 33 OC -26 2.62.6 18 O.C: 15.6 U) '777;I PLAN) BED 6" O.C. 5.2- 24. O.C. 20.8" Date: 01.24.2022 9" O.C. 7.8" 30" O.C. 26.0" II -II III - II 111-1 - _� 12" O.C. 10.4" 36" O.C. 30.0" y: www.DLAdesign.com 15" O.C. 13.0" 48" O.C. 41.5" n; 18" I REBAR UNDER WALLS 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"=1'-0" 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 SECTION SCALE: 1/2" = 1 '- 0" LANDSCAPE DETAILS AND IRRIGATION NOTES I U I SITE REVIEW COMMENTS LA -2 DLA INC. COPYRIGHT 2022 Z w U Q U Lu J i- O O m a r, #4 VERT REBAR @ 24"O.C. CITY R.O.W(NO WORK) rn BOND BEAM COURSE WITH -\ I W0 (2) #4 HORIZONTAL BARS N -I. CONCRETE MASONRY 2 u- 6" CONIC CURB UNITS (CMU) CLAD IN > V' DRIVE THROUGH i%, STUCCO AND PAINTED < O Z EE 1rz- LO U) '777;I PLAN) BED Date: 01.24.2022 - rr-II ) o Drawn By: y: LMS II -II III - II 111-1 - _� Checked By: DJD y: 12' CONTINUOUS -I ITI-I ITI-I T ILI FOOTING WITH (2) #4Submissiol n; 18" I REBAR UNDER WALLS SITE REVIEW 18" SPECIFIED TOPSOIL Revisions SECTION SCALE: 1/2" = 1 '- 0" LANDSCAPE DETAILS AND IRRIGATION NOTES I U I SITE REVIEW COMMENTS LA -2 DLA INC. COPYRIGHT 2022 1: ^' (WHERE REQUIRED BY LOCAL CODES, THE CONDUIT STUBBED ABOVE THE CONCRETE BASE SHALL BE GRC TYPE CONDUIT WITH A METAL BUSHING) ^' THE EXACT LOCATIONS OF ALL BASES SHALL BE DETERMINED FROM THE ARCHITECTURAL AND CIVIL DRAWINGS, INCLUDING THE TOP OF THE POLE BASE ELEVATIONS. LUG INSIDE OF POLE U HANDHOLECOVER HANDHOLE GRD PER NEC 7209 Greenwood Avenue North Seattle, Washington 98103 25"0 POLE BASE COVER - FVC ENDBELL Joe lQueher 875 Country Club Road ~L GROUTED BASE -NON SHRINK CalcType Units GROUND CONDUCTOR TO REBAR IN POLE BASES Max ANCHOR BOLTS SUPPLIED wIPOLE Av /Min Maz/Min Overall Calcs � Illuminance Fc -- 9.6 - IN P.R. V m °' 5' AS REQUIRED FOR C 3 p W DRIVE THRU 110 MPH WIND Illuminance FC 4.19 LOADS AND FOR O 0 n� Of PVC BCH 40 CONDUIT HANDHOLE COVER a- THE LOCAL SOIL DRAWN BY:ATE PARKING ------------------- DATE: MARCH 30 2022 ------------------- CONDITIONS. I- CONCRETE POLE BASE -3000 PSI WITH VERTICAL REBARS 9.1 10.7 LJ & 92 REBAR TIES ®12' 12'MOREINDIAMETERTHANTHE PROPERTY BOUNDARY Illuminance THE POLE UM ETERDIAMETER 0.00 0.0 1 �--. AS THE MINI AS THE MINIMUM DIAMETER OF THE E POLE BASE. I 'I TYPICAL POLE LIGHT DETAIL SCALE: 1/4"=V-0" Calculation Summary CB ANDERSON ARCH ITECT 7209 Greenwood Avenue North Seattle, Washington 98103 206-782-2911 Fax 782-5624 CLIENT: JCK Birdz LLC Joe lQueher 875 Country Club Road Label CalcType Units Avg Max Min Av /Min Maz/Min Overall Calcs � Illuminance Fc 2.14 9.6 (D V m °' C 3 p W DRIVE THRU O Illuminance FC 4.19 B.5 O 0 n� Of 0.8 a- 5.18 10.63 DRAWN BY:ATE PARKING ------------------- DATE: MARCH 30 2022 ------------------- I Illuminance I Fc 1 5.58 9.1 10.7 7.97 13.00 PROPERTY BOUNDARY Illuminance I Fc 0.00 0.0 1 0.0 1 N.A. N.A. Luminaire Schedule Symbol qty Label Arrangement Total Lamp Lumens LLF Description 3 AA2 - SLM-LED-I2L-SIL-5W-40-7 Single N.A. 1.000 SLM-LED-I2L-SIL-5W-40-70CRI 6 AAl - SLM-LED-I2L-SIL-FT-40-7 Single N.A. 1.000 SLM-LED-I2L-SIL-FT-40-70CRI-IL 4 W1 - PVL3-180L-30-3K Single N.A. 1.000 PVL3-180L-30-3R 61 EXT1 - LTS14F10027M9 s15070010m SINGLE 96.593 1.000 67 EXT2 - V4-OUT-30-SE-1FT-typeC SINGLE 181.22 0.900 V4 -OUT -30 -SB 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ++ + + + + + + + + + + + + + ZQNE: LQW DEN+SITY RESIDENTIAL + + + + + + + + + + + + + + + + + + 0.0 0.0 0.0 ZONE: MUC 0.0 0.0 0.0 0.0 Z014P. LOW-DENSITY RESUENTIALO 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O.OZOf 000hAA6NIT1 dbm0ERCIAL0-o 0.0 0.0 0.0 ibk: LBS DEWry R�IDEOAL 0.0 0.0 0.0 0.0 + p + + 0.0 0.0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.5 0.5 0.3 0.3 0.6 1.8 0.7 0.2 0 W1 W1 0.8 1.0 1.1 1.0 0.5 0 7 3 .0 0.2 0.1 e 0.0 0.0 0.0 7' SITE RETAINING WALL AA1 AA1 RE: ARCH SITE PLAN 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. .�11 6.4 4.1 + + 9 0.7 1.5 3.7 .6 8.6� 6. 0 7 + + + + + + + + + + + + + 5.7 8.9 9.1 7. 6. 7 9 8.8 .S 3.3 0.6 0.1 0.0 0.0 O 0 M2 0.0 0.0 C 0.0 0. 0.0 0 0.0 0.0 0.0 0.0 0.1 1.8 6.2 7.9 .8 5.3 .1 2.2 2.7 .6 7.� 7.8 3. .2 5.2 6.7 7.3 7.5 7.0 7.0 7.0 6.4 3.4 0.9 0.2 0.0 0.0 O + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.0 0.0 0.0 0. 0.0 0.0 0.1 0.5 2.1 5.0 9. 3.5 3.5 2. 2.0 1. .7 2.8 4.9 4.1 3.0 3.3 4.0 4.6 9.4 9.8 4.8 4.1 3.9 2.7 1.8 0.9 .2 N 0.0 0 p z 0.0 0 + SIT 0NI 1.9 2.1 1. 1.7 � + Z.6 1. 2.5 4.1 5.0 5.7 5.6 5.1 9 + 5.7 4 2.6 2.2 2.4 1.8 .4 OO 0.0 o 3' SITE RETAINING WALL Nj C7 E: ARCH SITE PLAN + + + + + + + + _ D + + + + �2+ + + +� + + + + + + + 0.0 0.0 0.0 0. 3 0.6 .8 1.0 (n .0 6.0 8. 8.9 4.9 2.8 2.6 4.5 5.3 .1 C 0 0.0 n 7� Cn ♦ + + + m = « + � + + + + + + + + « 0.0 .0 .0 0.0 .4 .2 5.7 Z O 22.9 2.4 �. �." I§ 61 6.4 5.0 5.9 .1 -7-.-9---5-.9 3.5 3.0 5.5 8.6 .3 040 0.0 L -JJ AA1 m EXT1 1n + + + + + + + + + + + + + + ip + 0.0 .1 ° 0 0 0. 2. 3.6 6. 2.4 2.9 3.1 3.8 4.5 5.2 6.2 5.8 5.1 3.7 3.1 5.6 8.4 .6 ZO 0.0 1 r- 0.1 0.2 0. 0. 1. 2. 8.2 3. + +�6 + ]�.9 2.4 3.7 5.0 8.3 8.3 6.2 3.6 3.1 5.1 6.8 .6 0 0 0.0 o EXT1 AA2 El + + + + + + + + + + + + + + + + + + + + + 0.3 0. 4.5 4.1 2.3 3.5 4.0 3.2 2.7 2.3 2.3 2.8 4.0 7.5 7.7 5.3 2.8 2.5 2.9 2.6 .5 0.0 0.0 ♦ ° h « « # ♦ « « # ♦ « # ♦ # « # ♦ # « # h # .2 .1 0.0 3 .3 1.9 4 2 7.5 7.7 6.6 � 2.4 2.3 3.1 5.0 5.0 4 0 2.3 1.7 .2 0.0 0.0 + + + + + + + + + + + + + + ^^ + + + + + + + 0.1 0. A.0 0.0 0.9 6.8 A 7.8 9.0 1.7 1.8 2.0 2.2 2.2 2.0"1 1.81 0.6 0.2 0.1 0.0 0.0 AAi LLLJJJJ o Q 0.1 0.1 0.1 0.2 +0.2 0. 0.9 +0.8 8 1�Q 1. 1.1 1.1 1.1 1.1 +0.8 +0.9 0.1 +0.0 +0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 1 0. 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.2 0.1 0.0 0.0 + ♦ « # + ♦ # � # + ♦ # + + ♦ « # + ♦ # # + 0.0° 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 + + + + + + + + + + + + + + + + + + + + 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.0 0.0 .0 0.0 PHOTOMETRIC PLAN �l IJ SCALE: 3/32"= 1'-0" 17 JCAA 4100 Wadsworth Blvd. c Wheat Ridge, CO 80033 N P, p 303.985.3260 9 CB ANDERSON ARCH ITECT 7209 Greenwood Avenue North Seattle, Washington 98103 206-782-2911 Fax 782-5624 CLIENT: JCK Birdz LLC Joe lQueher 875 Country Club Road Eugene, OR 97401 �d r Q � J d Q) Y Lu V n n (D V m °' C 3 p W = a -0 y �0 O ,0 W1 O > o Z un w d x O 0 n� Of cn a- ------------------- ------------------ REVISIONS� _--_ _---_- __________________ __________________ __________________ __________________ ------------------ ------------------ DRAWN BY:ATE SCALE______________ ------------------- DATE: MARCH 30 2022 ------------------- JOB NUMBER 1952.0 SHEET NUMBER: ES100 GENERALNOTES 1. THE SCOPE OF THE ELECTRICAL WORK SHALL INCLUDE FURNISHING, INSTALLING & TESTING ALL ELECTRICAL SYSTEMS FOR KEYED NOTES: A COMPLETE & FULLY OPERABLE INSTALLATION COMPLY WITH LATEST VERSION OF ALL APPLICABLE NATIONAL, STATE & 1 FOR CONTINUATION OF BRANCH CIRCUITRY, SEE SHEET E200 LIGHTING PLAN AND DETAILS FOR CONTROL. E.C. TO USE HEAVY-DUTY 3#10 GAUGE WIRE LISTED LOCAL CODES. FOR WET LOCATION FOR THE ENTIRE RUN. ALL CONDUITS 1" 2. LOCATIONS OF NEW ELECTRICAL SYSTEM, EQUIPMENT & DEVICES SHALL BE FIELD VERIFIED BY THE TENANT'S GENERAL 1 CONDUIT- DEDICATED POWER FOR AV EQUIPMENT Seattle, Washington 98103 CONTRACTOR(T.G.C.). 1 CONDUIT- DEDICATED POWER FOR SIGN LIGHTING CLIENT: JCK Birdz LLC Joe Karcher 1 CONDUIT -DATA Eugene, OR 97401 1 CONDUIT- DATA FOR HME 3. CONTRACTOR SHALL VISIT THE SITE & FAMILIARIZE HIMSELF WITH THE NEW CONDITIONS UNDER WHICH HE IS TO PERFORM 1 CONDUIT -EMPTY FOR FUTURE USE P HIS WORK. NO ALLOWANCE WILL BE MADE FOR FAILURE TO COMPLY. 4. CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS & SHALL IMMEDIATELY NOTIFY THE OWNER'S PROJECT MANAGER OF 4) J d ANY DISCREPANCIES. W 5. COORDINATE LOCATIONS & ROUTING OF FEEDERS TO PANELBOARDS WITH ALL OTHER TRADES & PROVIDE ALL NECESSARY U co U APPURTENANCES AS REQUIRED. 6. WHERE THE WORD "PROVIDE" IS USED, THE WORD IS UNDERSTOOD TO MEAN "THE ELECTRICAL CONTRACTOR SHALL A 0 :�E mon LU LU w FURNISH, INSTALL & MAKE FINAL CONNECTION TO THE EQUIPMENT", UNLESS OTHERWISE NOTED. UJ 7. FIELD VERIFY ALL UTILITIES IN THE AREA PRIOR TO TRENCHING. TE FOOTING REVIS IONS �--------- DRAWN BY:-------- ATE - SCALE -------------- 8. ALL CONDUITS, CONDUCTORS & JUNCTION BOXES INSTALLED UNDERGROUND SHALL BE WET LOCATION RATED. SHEET NUMBER: 9. ALL UNDERGROUND CONDUITS SHALL BE INSTALLED IN COMPLIANCE WITH SECTION 300.5 OF THE C.E.C. _= 10. CONDUIT BENDS - NUMBER OF BENDS IN ONE RUN. THERE SHALL NOT BE MORE THAN THE EQUIVALENT OF FOUR QUARTER _ BENDS (360 DEGREES TOTAL) BETWEEN PULL POINTS (I.E. JUNCTION BOX) CONTRACTOR TO PROVIDE ADDITIONAL JUNCTION GC TO PROVIDE (5) V EMPTY BOXES AS NEEDED. (NOTE: ALL JUNCTION BOXES SHALL BE RATED (PER CODE) FOR THE LOCATION FOR WHICH THEY ARE =CONDUIT TO MENUBOARD INSTALLED 1. E. W.P. WOR TRAFFIC -RATED). LOCATION 00 000 I I I I 0 0 CONCRETE FOOTING MENU BOARD TOP DOWN VIEW MENU BOARD CONDUIT DETAIL SCALE :1 /4"-1'-0" ZONE:MUC 0 0 an co 0 ZONE: LOW DENSITY RESIDENTIAL O ER T SITERETAINING WALL RE: ARCH SITE PLAN 0, 0 NJ( 1 ZONE: LOW DENSITY RESIDENTIAL APPROXIMATE LOCATION OF NEW DRIVE THRU MENU BOARD/ORDER CONFIRMATION SCREEN. DAVE'S HOT CHICKEN A_ 2 A-32• ' 2915 SF 10 XIMATE LOCATION OF REFER TO LIGHTING PLAN FOR DRIVE THRU WINDOW ALL EXTERIOR LIGHTS AFFIXED DETECTOR LOOP. TO BUILDING. ---A B-41 EXIT SIGN OVERALL SITE PLAN SCALE: 1/16"- V-0" T SITE RETAINING WALL RE: ARCH SITE PLAN ZONE: COMMUNITY COMMERCIAL APPROXIMATE LOCATION OF NEW DRIVE THRU MARKETING BOARD ENTRY W E] AA2 2. E.C. TO ROUTE CONDUITNJIRE MIN. OF 24" DEEP. 3. FOR CONNECTION TO MENU BOARD DRIVER. VERIFY EXACT LOCATION & POWER REQUIREMENTS PRIOR TO ANY WORK. COORDINATE INSTALLATION WITH SIGN VENDOR &: OWNER. 4. FOR CONNECTION TO DRIVE-THRU'S DIRECTIONAL SIGN LED DRIVER. VERIFY EXACT LOCATION & POWER REQUIREMENTS PRIOR TO ANY WORK. COORDINATE INSTALLATION WITH SIGN VENDOR & OWNER. 5. NOT CURRENTLY USED 6. FOR CONNECTION TO DRIVE-THRU'S MENU WEATHER CANOPY LED DRIVER. VERIFY EXACT LOCATION & POWER REQUIREMENTS PRIOR TO ANY WORK. COORDINATE INSTALLATION WITH SIGN VENDOR & OWNER. 7. (2) 2" CONDUITS STUB -UP FOR TELEPHONE & CATV. EXTEND CONDUITS TO TELEPHONE DEMARCATION POINT. FIELD VERIFY. 8. 120/208V, 3PH, 4W, 400A ELECTRICAL SERVICE FROM UTILITY TRANSFORMER TO NEW CT CABINET. 2 SETS OF 4 #350 KCMIL. 9. NEW "MSB" BY EC 120/208V, 3PH 4W, 400A. 10. CONTRACTOR TO PROVIDE/INSTALL 1" DETECTOR LOOP CONDUIT WITH PULL WIRE AT DRIVE THRU WINDOW (FIELD VERIFY EXACT LOCATION). PROVIDE W.P. JUNCTION BOX (SIZED PER CODE) AS NEEDED FOR CONNECTION TO INTERIOR CONDUIT STUB -OUT LOCATION. DETECTOR LOOP WIRING PROVIDED & INSTALLED BY OTHERS. 11. CONTRACTOR TO TRENCH CONDUIT(S) FROM OWNER'S APPROVED STUB -OUT LOCATION TO NEW DRIVE THRU EQUIPMENT. CONTRACTOR SHALL FIELD VERIFY EXACT EQUIPMENT LOCATION WITH EQUIPMENT PROVIDER PRIOR TO START OF WORK. ROUTING OF CONDUIT SHALL BE DETERMINED INFIELD. PROVIDE ALL NECESSARY DEVICES. 12. CONTRACTOR TO PROVIDE/INSTALL 1" DETECTOR LOOP CONDUIT WITH PULL WIRE & STUB -UP INTO MENU BOARD BASE FOR EXTENSION TO DAVE'S HOT CHICKEN TENANT SPACE (FIELD VERIFY EXACT LOCATION). DETECTOR LOOP WIRING PROVIDED & INSTALLED BY OTHERS. 13. CONTRACTOR TO PROVIDE (5) 1" EMPTY CONDUITS WITH PULL WIRES STUB -UP INTO DRIVE THRU MENU BOARD BASE. REFER TO DETAIL 2 ON THIS SHEET. CONTRACTOR TO STUB -UP CONDUITS INSIDE BASE OF DRIVE THRU EQUIPMENT AS DIRECTED BY DRIVE THRU EQUIPMENT/SIGNAGE INSTALLER. VERIFY FIELD DETECTOR LOOP WIRING CONDUIT STUB -UP LOCATION WOR CONNECTION POINT (TO MENU BOARD SPEAKER TERMINAL DETECTOR LOOP) WITH DRIVE THRU EQUIPMENT INSTALLER. SEE LIGHTING PLAN SHEETS E100 FOR ADDITIONAL INFORMATION. (NOTE: DATA, AUDIO & DETECTOR LOOP WIRING PROVIDED & INSTALLED BY OTHERS.) 14. CONTRACTOR TO PROVIDE CONDUIT & CONDUCTORS FOR POWER TO NEW DRIVE THRU MENU BOARD (LIGHTING), MENU BOARD CANOPY (LIGHTING) & ORDER CONFIRM. SCREEN (POWER). CONTRACTOR TO STUB -UP CONDUIT/CONDUCTORS INSIDE BASE OF DRIVE THRU EQUIPMENT AS DIRECTED DRIVE THRU EQUIPMENT INSTALLER. TERMINATE CONDUCTORS IN JUNCTION BOX (SIZE PER CODE) FOR FUTURE CONNECTION TO MENU BOARD (LIGHTING), MENU BOARD CANOPY (LIGHTING) & ORDER CONFIRM. SCREEN (POWER). FINAL CONNECTIONS TO DRIVE THRU EQUIPMENT PROVIDE BY DRIVE THRU EQUIPMENT INSTALLER. 15. CONTRACTOR TO PROVIDE (1) 1" CONDUIT WITH PULL WIRE STUBBED DOWN THRU MENU BOARD CONCRETE BASE, ROUTED UNDERGROUND & STUBBED -UP INTO CONCRETE BASE FOR MENU BOARD CANOPY SUPPORT POLE. COORDINATE EXACT STUB -UP LOCATION & ROUTING OF CONDUIT WITH DRIVE THRU EQUIPMENT INSTALLER. ZONE: LOW DENSITY RESIDENTIAL 44 MENU BOARD ENLARGED PLAN 6YNt1��iILfIBiIC�IY JCAA 4100 Wadsworth Blvd. o Wheat Ridge, CO 80033 N P, p 303.985.3260 V CB ANDERSON ARCH ITECT 7209 Greenwood Avenue North Seattle, Washington 98103 206-782-2911 Fax 7825624 CLIENT: JCK Birdz LLC Joe Karcher 875 Country Club Road Eugene, OR 97401 � P Q 4) J d � n W O U) U co U C 3O FUy A 0 :�E mon LU LU w i CD .� U ^ [ UJ O o n rn a REVIS IONS �--------- DRAWN BY:-------- ATE - SCALE -------------- DATE:--- MARCH 30 2022 ------------------- JOB NUMBER:1952.0 ------------------- SHEET NUMBER: ES101