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HomeMy WebLinkAboutPlan, Final APPLICANT 4/20/2022S89'38'01 'E 296.28' (S89°39'01"E 296.23) SITE NOTES 1. ALL WORK SHALL CONFORM TO THE CURRENT STANDARD SPECIFICATIONS AND REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION AND THE CURRENT AMERICAN PUBLIC WORKS ASSOCIATION STANDARDS FOR PUBLIC WORKS CONSTRUCTION 2. THE SURVEY INFORMATION SHOWN ASA BACKGROUND SCREEN IS BASED ON A SURVEY BY OTHERS AND IS SHOWN FOR REFERENCE ONLY. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS WITH ITS OWN RESOURCES PRIOR TO START OF ANY CONSTRUCTION 3. CONTRACTOR MUST COMPLY WITH LOCALAND STATE REQUIREMENTSTO NOTIFY ALL UTILITY COMPANIES FOR LINE LOCATIONS SEVENTY-TWO (72) HOURS (MINIMUM) PRIOR TO START OF WORK. DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE 4. CONTRACTOR SHALL ADJUST ALL STRUCTURES IMPACTED BY CONSTRUCTION IMPROVEMENTS TO NEW FINISH GRADES 5. REQUEST BYTHECONTRACTOR FOR CHANGESTOTHE PLANS MUST BEAPPROVED BYTHE ENGINEER. 6. ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY REQUIRES A PUBLIC WORKS PERMIT 7. CONTRACTOR SHALL PROVIDE THE ENGINEER OF RECORD WITH AS -BUILT PLANS AT LEAST 2 WEEKS PRIOR TO REQUESTING AGENCY SIGN OFF ON PERMITS FOR OCCUPANCY 8. CONTRACTOR SHALL PERFORM ALL THE WORK SHOWN ON THE DRAWINGS AND ALL INCIDENTAL WORK NECESSARY TO COMPLETE THE PROJECT SITE WORK SPECIFICATION NOTES 1. BASE ROCK FOR CONCRETE SLABS, PAVEMENT, AND SIDEWALKS: 3/4 INCH CRUSHED AGGREGATE BASE IN ACCORDANCE WITH STATE DEPARTMENT OF TRANSPORTATION (DOT) SPECIFICATIONS, LATEST EDITION I 2, PLACE AGGREGATE IN MAXIMUM 41NCH LAYERS, ROLLER COMPACT TO SPECIFIED DENSITY, USE MECHANICAL TAMPING EQUIPMENT IN AREAS INACCESSIBLE TO ROLLER EQUIPMENT. COMPACT AGGREGATE BASE TO MINIMUM 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557. 3. WHERE NOT NOTED ON PLANS, ENSURE 0.5% MINIMUM SLOPE ON CONCRETE SURFACES, 1.0% ON ASPHALT SURFACES, AND 2.0% IN LANDSCAPED AREAS 5. SITE CONCRETE: ALL MATERIALS AND WORK SHALL CONFORM WITH ACI 318, LATEST EDITION A. COMPRESSIVE STRENGTH (PSI) AT 28 DAYS: A.1. VEHICULAR PAVEMENTS: 4,000 (MINIMUM) A.2. PEDESTRIAN PAVEMENTS: 3,000 (MINIMUM) A.3. CURBS AND GUTTERS: 3,000 (MINIMUM) B. JOINTS: ALIGN CURB, GUTTER, AND SIDEWALK JOINTS B.1. PROVIDE SCORED JOINTS AT 5 FOOT MAXIMUM INTERVALS, EVENLY SPACED, BETWEEN SIDEWALKS AND CURBS, BETWEEN CURBS AND PAVEMENT, OR AS INDICATED ON PLAN, B.2. PROVIDE EXPANSION JOINTS EVERY FOURTH JOINT TO SEPARATE PAVING FROM VERTICAL SURFACES AND UTILITY PENETRATIONS, OR AS INDICATED ON PLAN C. FINISHING: C.1. PAVEMENTS: BROOM FINISH, PERPENDICULAR TO DIRECTION OF TRAVEL C.2. SIDEWALKS: LIGHT BROOM, PERPENDICULAR TO DIRECTION OF TRAVEL, TROWELED AND RADIUSED EDGE, 1/8 TO 1/4 INCH RADIUS. NO SHINERS UNLESS SPECIFICALLY CALLED FOR ON PLAN j I C.3. CURBS AND GUTTERS: LIGHT BROOM, PARALLEL TO PAVEMENT DIRECTION i I I SITE DATA TAXLOTS: 1702313104200, 1702313104201, 1702313104500, 1702313104600,1702313104700,1702313104701, 1702313104800,1702313104900 TIME OF TRAVEL ZONE: 20 YEARS � EXISTING PROPOSED SITE AREA 157,532 SF (3.62 AC) 157,532 SF (3.62 AC) BUILDING AREA (INCLUDING CANOPIES) I TIRE CENTER 8,620 SF 8,620 SF ALIGNMENT CENTER 8,720 SF 8,720 SF TRUCK SHOP 7,460 SF 7,460 SF TOTAL 24,800 SF (15.7%) 24,800 SF (15.7%) LANDSCAPE AREA 46,146 SF (29.3%) 46,927 SF (29.8%) IPAVED AREA 86,586 SF (55.0%) 85,805 SF (54.5%) � � I PARKING DATA LLI I I EXISTING PROPOSED LL I I STANDARD 74 STALLS 74 STALLS Z ACCESSIBLE 3STALLS 3STALLS IY I I TOTAL 77 STALLS 77 STALLS U) � I O I f 1. STAPLE STYLE I KEYNOTES BIKE RACK. SALVAGE (3) EXISTING RACKS AND REPLACE ON NEW SIDEWALK. INSTALL (2) NEW RACKS PER DETAIL 4/C1.15 2. CONCRETE SIDEWALK PER DETAIL 1/C1.15 U I 3. SAWCUT EXISTING AC PER DETAIL 2/C1.15 4. AC PAVING PER PAVEMENT LEGEND 5. REPLACE STRIPING DISTURBED DURING PAVING AND REPAINT ADA PARKING SYMBOL. ADA SYMBOL TO BE WHITE RETROREFLECTIVE PAVEMENT MARKING SYMBOL (FHWA 3B-22) WITH BLUE RETROREFLECTIVE BACKGROUND (41" TALL X 36" WIDE WITH 4" STROKE WIDTH). OFFSET BACKGROUND LIMIT 4" FROM SYMBOL 6. SALVAGE AND REPLACE EXISTING WHEEL STOP PAVEMENT LEGEND 'PAVEMENT SECTION PER "GEOTECHNICAL ENGINEERING INVESTIGATION" BY KRAZAN &ASSOCIATES, INC., DATED 11/12/2017 SIDEWALK PER DETAIL 1/C1.15 AC PAVEMENT' 4" AC OVER - 6" AGGREGATE BASE OVER 12" COMPACTED SUBGRADE • I I I I I 1/ SITE PLAN ml 20 0 10 20 40 80 ( IN FEET ) 1 inch = 20 ft. 1/ Architecture Interiors Planning Engineering Portland, OR 503.224.9560 Vancouver, WA 360.695.7879 Seattle, WA 206.749.9993 www.mcknze.com MACKENZIE. DESIGN DRIVEN I CLIENT FOCUSED Client LES SCHWAB TIRE CENTER 20900 Cooley Road Bend, OR, 97701 Project Les Schwab #027 3294 Main Street Springfield, OR 97478 EXPIRES: 12/31/22 MACKENZIE 2022 © ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED N ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION REVISION SCHEDULE Delta I Issued As I Issue Date SH EET TITLE: SITE PLAN DRAM BY: ZMP CHECKED BY: GIM SHEET ENTRY ENLARGEMENT C 1 01 O 5 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. JOB N0. 2210232.00 FINAL SITE PLAN REVIEW: 03/30/2022 2210232001DRAWINGS\CIVIL7232-C1.10.DWG BTC 03/30/22 06:56 1:20 LANDSCAPE AREA (WHERE APPLIES) 1" MIN 2% MAX CROSS SLOPE 1/8" TOOLED RADIUS EDGES 4" CONCRETE OVER 2" CRUSHED ROCK BASE OVER COMPACTED SUBGRADE PER GEOTECHNICAL REQUIREMENTS (UNLESS NOTED OTHERWISE ON PLANS) 6",TYP I CONCRETE CURB (WHERE APPLIES) A. CONCRETE SIDEWALK SHALL BE BROOM FINISHED UNLESS OTHERWISE NOTED ON PLANS B. SEE SITE WORK SPECIFICATION NOTES FOR CONCRETE, AGGREGATE BASE, AND JOINT MATERIALS C. WHERE SIDEWALK ABUTS CURBING, SURFACE SHALL BE FLUSH WITH TOP OF CURB UNLESS NOTED OTHERWISE ON PLANS. WHERE SIDEWALK ABUTS LANDSCAPE OR OTHER PERVIOUS AREA, GRADE SHALL BE RECESSED 1" MINIMUM OR AS OTHERWISE DICTATED BY THE LANDSCAPE ARCHITECT OR NOTED ON PROJECT PLANS D. DO NOT USE SHINERS ON TOOLED EDGES UNLESS NOTED OTHERWISE E. CONTROL JOINTS SHALL BE EVENLY SPACED AND LOCATED EVERY 5' MAXIMUM, WITH EXPANSION JOINTS EVERY FOURTH JOINT, OR PER PLAN. SIDEWALK JOINTS SHALL BE ALIGNED WITH CURB JOINTS OR WHERE PERPENDICULAR CURBING INTERSECTS. I1/8"TOOLED SIDEWALKRADIUS• THICKNESS CONTROL JOINT 1/8" TOOLED RADIUS EDGES] 3/8" RECESSED SEALANT TOOLED CONCAVE AND TIGHT SIDEWALKS TO BACKER ROD a8" PRE -MOLDED "k-ROIiIDEDPOLTi!IER-BArr--ER-Rf-)I' JOINT FILLER WITH NO BOND TO SEALANT EXPANSION JOINT CONCRETE SIDEWALK AND JOINTS 6" UNLESS NOTED OTHERWISE ON PLANS SAWCUT LIMITS AS SHOWN ON PLANS EXISTING ASPHALT TO REMAIN EXISTING CRUSHED ROCK BASE AND/OR NATIVE SUBGRADE DUMP STRAP NOTES: 1. ADDITIONALWIDTH OF EXISTING ASPHALT PAVEMENT TO BE SAWCUT AND REMOVED 2 EACH 1" REBAR FOR BEYOND THE SAWCUT LIMITS SHOWN ON PLANS BAG REMOVAL INLET FROM INLET , EXPANSION THE INLET SEDIMENT CONTROL DEVICE SHALL BE OF NORMAL FLOW DESIGN, 40 GAL/MIN/SF (1/4" NYLON ROPE,V- i: WITH NO OVERFLOWS SEDIMENT CONTROLBAG 'SILTSA11" no BAG DETAIL INSTALLATION DETAIL KEYNOTES: NOTES: 1. ADDITIONALWIDTH OF EXISTING ASPHALT PAVEMENT TO BE SAWCUT AND REMOVED A. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE CORRECT SIZE DEVICE FOR EACH BEYOND THE SAWCUT LIMITS SHOWN ON PLANS INLET 2. PROPOSED ASPHALT PAVEMENT SECTION PER PLANS B. THE INLET SEDIMENT CONTROL DEVICE SHALL BE OF NORMAL FLOW DESIGN, 40 GAL/MIN/SF NOTES: WITH NO OVERFLOWS A. DO NOT DISTURB THE EXISTING CRUSHED ROCK BASE OR NATIVE SUBGRADE UNDER C. THE SEDIMENT CONTROL DEVICE SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND THE ADDITIONAL WIDTH OF SAWCUT OR EXISTING ASPHALT PAVEMENT MAINTAINED A MINIMUM OF ONCE PER MONTH AND WITHIN THE 24 HOURS FOLLOWING A B. PAVEMENT REPLACEMENT WITHIN THE ADDITIONAL SAWCUT LIMITS SHALL MATCH STORM EVENT EXISTING OR PROPOSED SECTION, WHICHEVER IS GREATER D. SUBSTITUTION OF A SHEET OF FILTER FABRIC PLACED OVER THE OPENING OF THE INLET IS NOTAPPROVED ASPHALT PAVEMENT SAWCUT NTS CATCH BASIN SEDIMENT FILTER BAG NTS KEYNOTES: 1. BIKE RACK: 2" SCH. 40 PIPE (2.375" O.D.), POWDER COATED BLACK. INSTALL PER MANUFACTURER'S RECOMMENDATIONS 2. ANCHOR BOLT PREFABRICATED 5/8"x 6" FLANGE TO CONCRETE PAVEMENT BIKE RACK - STAPLE NTS Architecture Interiors Planning Engineering Portland, OR 503.224.9560 Vancouver, WA 360,695.7879 Seattle, WA 206.749.9993 www.mcknze.com MACKENZIE_ DESIGN DRIVEN I CLIENT FOCUSED Client LES SCHWAB TIRE CENTER 20900 Cooley Road Bend, OR, 97701 Project Les Schwab #027 3294 Main Street Springfield, OR 97478 EXPIRES: 12/31/22 MACKENZIE 2022 © ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, IMTHOUT PRIOR WRRTEN PERMISSION REVISION SCHEDULE SHEET TITLE: CIVIL DETAILS DRAWN BY: BTC CHECKED BY: GIM SHEET C1015 JOB NO. 2210232.00 FINAL SITE PLAN REVIEW: 03/30/2022 221023200\DRAWINGS\CIVIL1232-C1.15.DWG BTC 03/29/22 1548 11 2 3 3 SD SID 10"0 m SS- 36"0 SS 1/ 6" IN (SE) T . P. = 470.15 KIM LUGS = gov.o 1 RIM HIGH = 470.94 6" OUT (NW) T.O.P. = 470.16 IVll.i r\LIVLIL I IIVI IVVP11 /IVI/"YIIV J I RLL I (ODOT JURISDICTION) 1" COPPER WATER SERVI6 rI-k A 1118 Ir 11T11 IT\/ AK111I 1I /L PI1 Kl/\/\RIT11/\1 111 AK1 20 0 10 20 40 80 ( IN FEET ) 1 inch = 20 ft. 36'0 - 0 J W LULL W U Wz U) 0- U) LI_ c) O M I- U I / LEGEND PROPERTY/ROW LINE - - - - - TELEPHONE LINE TEL CENTERLINE - - STORM SEWER LINE SD SD CURB SANITARY SEWER LINE SS EDGE OF PAVEMENT - - - - - - - WATER LINE w EASEMENT FIRE HYDRANT t FENCE LINE x UTILITY POLE WITH LIGHT -�- UNDERGROUNDPOWERLINE uU, GUYWIRE -� SLOPE IN ALL DIRECTIONS 6. MINIMUM COMPACTION DENSITY UNLESS OTHERWISE NOTED (MAXIMUM DRY DENSITY Architecture Interiors Planning Engineering OVERHEAD POWER LINE OHP CATCH BASIN ® Portland, OR MANHOLE 503.224.9560 Vancouver, WA FLOW ARROW 360.695.7879 SITE/GRADING SPECIFICATION NOTES Seattle, WA 206.749.9993 1. CONTRACTOR TO VERIFY EXISTING FINISHED FLOOR ELEVATION AT POINTS OR INGRESS AND G. IMPORTED TOPSOIL: IF NOT DEFINED BY THE LANDSCAPE ARCHITECT, IMPORTED TOPOSOIL www.mcknze.com EGRESS WITHIN THE LIMITS OF WORK AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO SHALL CONSIST OF SANDY -LOAM FROM APPROVED SOURCES AND SHALL BE FREE OF B. CONSTRUCTION PARTICLES GREATER THAN 1 -INCH DIAMETER AND ADMIXTURES OF SUBSOIL, CLAY, NOXIOUS MACKENZIE. 2. CONTRACTOR TO REVIEW AND CONFIRM GRADES AT JOIN POINTS, SUCH AS AT DAYLIGHT LIMITS WEEDS AND GRASSES (I.E. HORSETAIL, QUACKGRASS, JOHNSON GRASS) AND OTHER DESIGN DRIVEN I CLIENT FOCUSED AND BUILDING ENTRANCES, PRIOR TO CONSTRUCTION MATERIAL DELETERIOUS TO PLANT GROWTH OR THAT HINDER GRADING, PLANTING, OR IF MINIMUM COMPACTION DENSITIES CANNOT BE ACHIEVED, EXCAVATE UNSUITABLE TRENCH BOTTOM MATERIALS AND REPLACE WITH TRENCH STABILIZATION MATERIAL PLACED AND MAINTENANCE OPERATIONS Client 3. ACCESSIBLE PARKING SPACES AND LOADING ZONES SHALL BE CONSTRUCTED AT 2% MAXIMUM MATERIALS WITH LESS THAN 5 PERCENT PASSING THE U.S. STANDARD NO. 200 SIEVE WHEN TESTED IN ACCORDANCE WITH ASTM C 117 SLOPE IN ALL DIRECTIONS 6. MINIMUM COMPACTION DENSITY UNLESS OTHERWISE NOTED (MAXIMUM DRY DENSITY DETERMINED BYASTM D1557): 4. PEDESTRIAN SIDEWALK CONNECTIONS BETWEEN PUBLIC R.O.W. AND BUILDING ENTRANCES SPREAD BEDDING AND GRADE SO PIPE IS UNIFORMLY SUPPORTED ALONG THE BARREL. EXCAVATE BELL HOLES AT EACH JOINT TO PERMIT ASSEMBLY AND EVALUATION OF THE ENTIRE JOINT. S SCHWAB. SHALL BE CONSTRUCTED AT AND 2% MAXIMUM CROSS SLOPE AND 5% MAXIMUM LONGITUDINAL A. UNDER PAVING, SLAB ON GRADE, OR OTHER STRUCTURES OR PAVEMENTS: MINIMUM OF 95% SLOPE (8.33% FOR DESIGNATED RAMPS) OF MAXIMUM DRY DENSITY 5. MATERIALS: B. UNDER LANDSCAPING: MINIMUM OF 90% OF MAXIMUM DRY DENSITY LES SCHWAB TIRE A. IMPORTED STRUCTURAL FILL: WELL -GRADED PIT- OR QUARRY -RUN ROCK, CRUSHED ROCK, 7. ALL FILL AND BACKFILL SHALL BE BE PROPERLY MOISTURE CONDITIONED TO MEET THE CENTER CRUSHED GRAVEL, OR SAND FREE OF CLAY BALLS, ROOTS, ORGANIC MATTER, AND OTHER COMPACTION REQUIREMENTS. IMPORTED GRANULAR MATERIALS SHALL BE COMPACTED IN DELETERIOUS MATERIALS. FILL SHALL HAVE A MAXIMUM PARTICLE SIZE OF 3 INCHES AND IN UNIFORM LAYERS NOT EXCEEDING 12 INCHES, 8 INCHES FOR SELECT STRUCTURAL FILL 20900 Cooley Road - 3. INSTALLATION: OR, 97701 WET WEATHER HAVE LESS THAN 12 PERCENT BY DRY WEIGHT PASSING THE U.S. STANDARDBend, GRADING TOLERANCES: NO. 200 SIEVE (ASTM C 117) OR 5 PERCENT IN DRY WEATHER A. ROUGH GRADE AT PAVED OR LANDSCAPED AREAS: ±0.1 FEET B. SELECT STRUCTURAL FILL: ON-SITE OR IMPORTED SILTY MATERIALS THAT ARE FREE OF B. FINISH GRADE PRIOR TO PLACING FINAL SURFACING: ±0.04 FEET PIPE COVER: DELETERIOUS MATERIALS AND PARTICLES GREATER THAN 4INCHES IN DIAMETER. ALL A.1. STORM AND SANITARY: 12 INCH MINIMUM. PLASTIC PIPING SHALL BE SUBSTITUTED FOR DUCTILE IRON PIPING (CONFORMANT WITH ASTM A746) WHERE MINIMUM COVER CANNOT BE SELECT STRUCTURAL FILLS SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO C. FINISH GRADE OF FINAL SURFACING: ±0.02 FEET ACHIEVED. THE CONTRACTOR SHALL CONSULT WITH ENGINEER OF RECORD PRIOR TO MAKING THE MATERIAL SUBSTITUTION AND SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT USE AS STRUCTURAL FILL MATERIAL 8. PAINTED PAVEMENT MARKINGS: SHALLOW PIPING DURING CONSTRUCTION C. IMPORTED GRANULAR MATERIAL: 3/4 INCH MINUS TO 1-1/2 INCH CRUSHED ROCK OR CRUSHED A. PAINT: Vol NO. 97 (OR EQUAL) LATEX TRAFFIC MARKING PAINT, WHITE (FOR STANDARD SANITARY SEWER AND WATER PIPES: WHERE SANITARY SEWER PIPING WILL BE INSTALLED WITHIN 10 FEET OF A DOMESTIC WATER PIPE, AND AS APPROVED BY THE LOCAL BUILDING OFFICIAL, GRAVEL AND SAND WITH LESS THAN 5 PERCENT BY DRY WEIGHT PASSING THE U.S. STANDARD PARKING STRIPING) OR AS INDICATED ON PLAN THE SANITARY PIPE SHALL BE MADE OF A MATERIAL APPROVED FOR USE WITHIN A BUILDING (I.E. PVC SCHEDULE 40). HOWEVER, IN NO CASE SHALL THE SANITARY LINE BE LOCATED WITHIN 12 NO. 200 SIEVE (ASTM C 117) A.1. PREPARATION: CLEAN PAVEMENT SURFACES THOROUGHLY PRIOR TO INSTALLATION. Project D. STABILIZATION MATERIAL: IMPORTED GRANULAR MATERIAL, 6 INCH MINUS, PIT- OR PREPARE SURFACES IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS QUARRY -RUN ROCK, CRUSHED ROCK FREE OF CLAY BALLS, ROOTS, ORGANIC MATTER, AND A.2. INSTALLATION: APPLY PAINT WHEN PAVEMENT SURFACE OR THE ATMOSPHERE PIPE CROSSINGS/SEPARATION: MAINTAIN MINIMUM SEPARATION OF WATER MAIN FROM SEWER PIPING IN ACCORDANCE WITH LOCAL AGENCY AND STATE PLUMBING CODES, LATEST EDITIONS. OTHER DELETERIOUS MATERIALS WITH LESS THAN 5 PERCENT BY DRY WEIGHT PASSING THE TEMPERATURE IS BETWEEN 50 DEGREES AND 95 DEGREES F. APPLY IN ACCORDANCE U.S. STANDARD NO. 200 SIEVE (ASTM C 117) WITH MANUFACTURER'S INSTRUCTIONS. APPLY PAINT IN ONE COAT ONLY. FOR SYMBOLS, UTILIZE A TEMPLATE THAT WILL PROVIDE TRUE, SHARP EDGES AND ENDS FOR THE D. E. DRAIN ROCK: CRUSHED ROCK OR GRAVEL CONFORMING TO THE FOLLOWING GRADATION (U.S PAVEMENT MARKING. PROTECT NEWLY PAINTED MARKINGS FROM DISTURBANCE AND STANDARD SIEVE SIZE, PERCENT PASSING (BY DRY WEIGHT): TRACKING Les Schwab #027 OR REPRODUCED N ANY MANNER, 3294 Main Street E.1. 1-1/2 INCH (100);1 INCH (95-100);1/2 INCH (25-60);N0.4 (0-10);N0.8 (0.5) IMTHOIIT PRIOR wRITTEN PERMISSION DEGREE OF CUMULATIVE ANGLE). CLEANOUTS SHALL BE OF THE SAME SIZE OF THE PIPE THEY ARE SERVING. LIDS SHALL BE MARKED TO IDENTIFY TYPE OF UTILITY Springfield, OR 97478 F. ON-SITE TOPSOIL: IF NOT DEFINED BY THE LANDSCAPE ARCHITECT, ON-SITE TOPSOIL SHALL BE FREE OF PARTICLES GREATER THAN 1 INCH DIAMETER, ADMIXTURES OF SUBSOIL, CLAY, NOXIOUS WEEDS AND GRASSES (I.E. HORSETAIL, QUACKGRASS, JOHNSON GRASS) AND OTHER MATERIAL DELETERIOUS TO PLANT GROWTH OR THAT HINDER GRADING, PLANTING, OR MAINTENANCE OPERATIONS PRIVATE UTILITY SPECIFICATION NOTES 1. PRODUCTS: A. SANITARY SEWER: PLASTIC PIPE CONFORMING TO ASTM D3034, LATEST EDITION, WITH ELASTOMERIC GASKETED CONNECTIONS AND WYE FITTINGS PER MANUFACTURER RECOMMENDATIONS B. STORM DRAINAGE: PLASTIC PIPE CONFORMING TO ASTM D3034, LATEST EDITION, WITH ELASTOMERIC GASKETED CONNECTIONS AND WYE FITTINGS PER MANUFACTURER RECOMMENDATIONS C. TRACER WIRE: MAGNETIC DETECTABLE CONDUCTOR, CLEAR PLASTIC COVERING, IMPRINTED WITH THE NAME OF THE TYPE OF UTILITY SERVICE (I.E. "STORM SEWER SERVICE") IN LARGE LETTERS 2. TRENCHING, BEDDING, AND BACKFILL: A. IF MINIMUM COMPACTION DENSITIES CANNOT BE ACHIEVED, EXCAVATE UNSUITABLE TRENCH BOTTOM MATERIALS AND REPLACE WITH TRENCH STABILIZATION MATERIAL PLACED AND COMPACTED TO MINIMUM COMPACTION DENSITIES NOTED UNDER GRADING SPECIFICATIONS. TRENCH STABILIZATION MATERIAL SHALL BE 6 -INCH -MINUS CRUSHED ROCK FREE OF DELETERIOUS MATERIALS WITH LESS THAN 5 PERCENT PASSING THE U.S. STANDARD NO. 200 SIEVE WHEN TESTED IN ACCORDANCE WITH ASTM C 117 B. PIPE BEDDING AND PIPE ZONE MATERIAL SHALL BE IMPORTED GRANULAR MATERIAL, 3/4 INCH -MINUS SIZE, WITH THE EXCEPTION THAT THE PERCENT PASSING THE U.S. STANDARD NO. 200 SIEVE SHALL BE LESS THAN 8 PERCENT BY DRY WEIGHT WHEN TESTED IN ACCORDANCE WITH ASTM C 117 C. SPREAD BEDDING AND GRADE SO PIPE IS UNIFORMLY SUPPORTED ALONG THE BARREL. EXCAVATE BELL HOLES AT EACH JOINT TO PERMIT ASSEMBLY AND EVALUATION OF THE ENTIRE JOINT. BACKFILL THE TRENCH TO 12 INCHES ABOVE THE TOP OF THE PIPE WITH PIPE ZONE MATERIAL D. PLACE PIPE ZONE MATERIAL IN LOOSE LIFTS NOT EXCEEDING 6 INCHES IN UNCOMPACTED THICKNESS SIMULTANEOUSLY ON BOTH SIDES OF THE PIPE E. CAREFULLY WORK PIPE ZONE MATERIAL UNDER THE SIDES OF THE PIPE TO PROVIDE A FIRM BACKING AND PREVENT LATERAL MOVEMENT OF THE PIPE F. COMPACT PIPE ZONE MATERIAL TO 90 PERCENT OF THE MAXIMUM DRY DENSITY OR AS RECOMMENDED BY THE PIPE MANUFACTURER. BACKFILL THE REMAINDER OF THE TRENCH WITH IMPORTED GRANULAR MATERIAL G. COMPACT BACKFILL ABOVE PIPE ZONE TO MINIMUM COMPACTION DENSITIES NOTED UNDER GRADING SPECIFICATIONS - 3. INSTALLATION: \�����Q 1PROFFSbj A. PIPE COVER: A.1. STORM AND SANITARY: 12 INCH MINIMUM. PLASTIC PIPING SHALL BE SUBSTITUTED FOR DUCTILE IRON PIPING (CONFORMANT WITH ASTM A746) WHERE MINIMUM COVER CANNOT BE 9 97 ACHIEVED. THE CONTRACTOR SHALL CONSULT WITH ENGINEER OF RECORD PRIOR TO MAKING THE MATERIAL SUBSTITUTION AND SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT SHALLOW PIPING DURING CONSTRUCTION RE(" B. SANITARY SEWER AND WATER PIPES: WHERE SANITARY SEWER PIPING WILL BE INSTALLED WITHIN 10 FEET OF A DOMESTIC WATER PIPE, AND AS APPROVED BY THE LOCAL BUILDING OFFICIAL, \'OR THE SANITARY PIPE SHALL BE MADE OF A MATERIAL APPROVED FOR USE WITHIN A BUILDING (I.E. PVC SCHEDULE 40). HOWEVER, IN NO CASE SHALL THE SANITARY LINE BE LOCATED WITHIN 12 Y INCHES OFA DOMESTIC WATER LINE (BOTH HORIZONTALLY AND VERTICALLY) EXPIRES: 12/31/22 C. PIPE CROSSINGS/SEPARATION: MAINTAIN MINIMUM SEPARATION OF WATER MAIN FROM SEWER PIPING IN ACCORDANCE WITH LOCAL AGENCY AND STATE PLUMBING CODES, LATEST EDITIONS. WHERE NOT REGULATED BY CODE, MAINTAIN A MINIMUM OF 12 INCH VERTICAL SEPARATION AT PIPE CROSSINGS MACKENZIE 2022 0 ALL RIGHTS RESERVED D. GRAVITY SYSTEMS: MAINTAIN MINIMUM SLOPES AS DEFINED BY LOCAL AGENCYAND STATE PLUMBING CODES. WHERE NOT REGULATED BY CODE OR INDICATED ON PLANS, MAINTAIN A MINIMUM THESE DRAINNGS ARE THE PROPERTY OF OF 1.0% SLOPE ON ALL SANITARY SEWER PIPING AND 0.5% ON ALL STORM DRAIN PIPING UNLESS NOTED OTHERWISE ON PROJECT PLANS MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED N ANY MANNER, E. CLEANOUTS: CLEANOUTS SHALL BE PROVIDED IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE, LATEST EDITION (AT A MINIMUM, EVERY 100 LINEAL FEET OF PIPE RUN OR EVERY 135 IMTHOIIT PRIOR wRITTEN PERMISSION DEGREE OF CUMULATIVE ANGLE). CLEANOUTS SHALL BE OF THE SAME SIZE OF THE PIPE THEY ARE SERVING. LIDS SHALL BE MARKED TO IDENTIFY TYPE OF UTILITY I r..... ... L FF= 475.75 I 475.75 (SEE GRADING . SPECIFICATION NOTE #1) I.................. - - - - - - - - - _ I................ . 475.75 475:64 475.36 Q FF=475.75 SH EET TITLE: :7f (SEE GRADING GRADING, �1 475.57 SPECIFICATION NOTE #1) 475.75 UTILITY, AND 11(AW)10 E 469.3 . . . . 475.50 Q 475.72 EROSION . .475.56 0 1.6% 1.6% CONTROL PLAN . 1.5% 1.9% 475.75 ... ... ... n m Por 4 �J 475.59 .. o I II 0.5% 0.247s.6s °.6 e 10,0 47$.61 16 475.62 475. Q N - SD_ MATCH e 4 �R .d a v ni Q 3.7% 0.9% 2.00% DRAM BY ZMP - SS 475.52 475.55 475.59 d 475.38 475.52 - - 475.33 - CHECKED BY: GIM d MATCH VATIC MATCH - H SHEET d p d d d a z GRADING ENLARGEMENT Cl 1.20 C12 JQB N0. 2210232.00 FINAL SITE PLAN REVIEW: 03/30/2022 2210232001DRAWINGS\CIVILI232-C1.20.DWG BTC 03/30/22 0917 1:5 PROPERTY LINE, REF CIVIL ARCHITECTURAL SITE PLAN 1" - ?n' -n" SITE PLAN - GENERAL NOTES A. SEE PROJECT GENERAL NOTES AND ARCHITECTURAL GENERAL NOTES ON G002 FOR ADDITIONAL INFORMATION. B. PAINT ALL BOLLARDS AS INDICATED BELOW AND ON DRAWINGS: 1. SAFETY YELLOW AROUND UTILITIES 2. P6 AT BOLLARDS AROUND BUILDING (TO INCLUDE BUT NOT LIMITED TO AT BUILDING CORNERS, Architecture Interiors OPENINGS, FRONT ENTRY, ETC.) Planning Engineering 3. P6 ALONG LOCATIONS FOR PEDESTRIAN SAFETY. C. REFER TO THE FOLLOWING OWNER PROVIDED ITEMS FOR ADDITIONAL INFORMATION: 1. GEOTECHNICAL REPORT 2. BOUNDARY/ALTA /TOPOGRAPHIC SURVEY 3. ENVIRONMENTAL ASSESSMENT REPORT Portland, OR D. REFER TO LANDSCAPE DRAWINGS FOR LANDSCAPING AND IRRIGATION INFORMATION 503224,9560 E. SIGN VENDOR- FOR ALL EXTERIOR SITE AND BUILDING SIGNAGE Vancouver, WA F. REFER TO ELECTRICAL FOR ALL ON AND OFF-SITE ELECTRICAL 360.695 7879 G. FOR ALL PROPOSED SITE WALL, RETAINING WALL, OR FENCING, REF CIVIL DRAWINGS Seattle, WA H. REFER TO CIVIL FOR PROPERTY, SITE, UTILITIES, AND HORIZONTAL CONTROLS INFORMATION. 206.749.9993 I. REFER TO SHEET A150 FOR SITE EQUIPMENT. J. EXISTING LOT SIZE = 54,770 SF www.mcknze.com MACKENZIE. DESIGN DRIVEN I CLIEN7 FOCUSED Client KEYNOTES LES SCHWAB l 03-01 REFERENCE CIVIL FOR EXTENTS OF NEW SIDEWALK LES SCHWAB 09-02 EXISTING POLE SIGN. REPAINT POLE SHERWIN WILLIAMS 8261-10059 LS BRONZE 2020 11-03 SHORT TERM BIKE RACKS, SEE CIVIL. TIRE CENTER 20900 Cooley Road Bend, OR 97701 Project LES SCHWAB #027 SPRINGFIELD 3294 Main Street Springfield, OR 97478 Mechanical/Electrical INTERFACE ENGINEERING 100 SW Main Street Suite 1600 Portland, OR 97204 D ARC����� JUL A. BRADSHAW ORTLA ' REGON I 6435 OF © MACKENZIE 2022 ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION REVISION SCHEDULE SHEET TITLE: ARCHITECTURAL SITE PLAN AND GENERAL NOTES DRAWN BY: AKM, MMA CHECKED BY: JLB SHEET G100 JOB NO. 2210232.00 FINAL SITE PLAN REVIEW: 03/30/2022 BIM 360://Les Schwab #027 Springfield/232- LES SCHWAB SPRINGFIELD V21 -6.r 329/20224:14:48 PM 1'=21I 0 U O F G c N O OO O 26'-d' MAX. COORDINATE W/JOIN TS TFOR EVEN BLOCK DIMENSION ig-p 1'-15/8" Ct 10 W7 11 /2" 1'-2g1 5 7 A503 A503 2 A503 A301 a W7 1---------- - 111E - -- O --- - a EQUIPMENT 110 c EllV 6 113'- 4" IS. -0" I CUSTOMER LOUNGE I 1-101-1 I A3o1� O UNISEX 103 87'- 4" 1 1 15'-4" 24'-4" 15'-8" ------- 1098 WAREHOUSE #1 109 1106 1 I I I � oz -z1 I 1011 1 1090 1 T NTNG 1102 I104 L 4�WidWie W1d I > OFFICE t,�.fq�U)WAREHOUSE #2 108 \ ACCESSIBLEI 107 10 B - � UNISEX 1 1 SALES SERVER 100 W1d W1dI I MANAGER 10g --------- - e ° ---�--�-�-- --� -�-- 1 9 e A401 e A503 2 e e A401 GROUND FLOOR PLAN 1 /R" = 1'-(1" O ■ r. DS FLOOR PLAN - GENERAL NOTES A. SEE PROJECT AND ARCHITECTURAL GENERAL NOTES ON G002 FOR ADDITIONAL INFORMATION. B. SEE A150 FOR FF&E PLANS AND A151 FOR FF&E & FINISH SCHEDULE C. ERRORS AND OR OMISSIONS IN DOOR OR STOREFRONT SCHEDULES DO NOT RELIEVE THE CONTRACTOR FROM EXECUTING THE WORK SHOWN ON THE DRAWINGS OR DESCRIBED IN THE SPECIFICATIONS TO PROVIDE A COMPLETE AND FUNCTIONING SYSTEM. D. VERIFY SIZE AND LOCATION OF ALL OPENINGS FOR MECHANICAL EQUIPMENT AND WORK WITH CONTRACTORS INVOLVED. E. VERIFY SIZE, LOCATION, AND CHARACTERISTICS OF WORKAND EQUIPMENT FURNISHED BY OWNER WITH THE MANUFACTURER OR SUPPLIER PRIOR TO COMMENCING CONSTRUCTION ON WORK PERTAINING TO THE SAME. F. CONTRACTOR REQUIRED TO PROVIDE NECESSARY BLOCKING FOR ALL OWNER PROVIDED SIGNAGE. G. CONTRACTOR TO VERIFY EXISTING DOWNSPOUT LOCATIONS. H. IN THE EVENT OF AN OMITTED NECESSARY DIMENSION, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OR ENGINEER. I. VERIFYALL DIMENSIONS, CONDITIONS, AND GRADES AT JOB SITE PRIOR TO COMMENCING WORK. J. REFER TO PLUMING PLANS TO IDENTIFY LOCATIONS (VALVES, CLEANOUTS, DRAINS, ETC.) THAT REQUIRE ACCESS PANELS. PROVIDE ACCESS PANEL AT ALL SUCH LOCATIONS (PAINT TO MATCH ADJACENT WALL COLOR/FINISH). K. FOR ALL AIR CONDITIONING EQUIPMENT, EXHAUST AND SUPPLY FANS, HVAC AND REFRIGERATION EQUIPMENT CURBS; CONTRACTOR SHALL PROVIDE AND INSTALL SUITABLE BLOCKING IN WALLS AND CEILING TO SUPPORT FIXTURES, EQUIPMENT, AND CANOPIES. L. PATCH AND REPAIR (E) CMU WHERE DAMAGED gxe]:11011W EXI STI NG o EXISTING WALL TO REMAIN (E)STOREFRONT (E)SOFFIT -------- (E)FASCIA/ROOF/OVERHANG ABOVE KEYNOTES 02-21 EXISTING INFILL WALL TO REMAIN ►101M (N) WALL. SEE ENLARGED PLANS AND WALL TYPES PER WALL TAG (N)STOREFRONT _______= SOFFIT ABOVE, SEE -------- FASCIA/ROOF/OVERHANG ABOVE, SEE DS (N) Tx 4" DOWNSPOUT ---- 3/4" PLYWOOD UP TO B'-0" AFF. CONTINUE AROUND DOOR & WINDOW OPENINGS. SEE WALL TYPES -------- FRP UP T08'-0" AFF. EXTEND 2'1 PAST EITHER SIDE OF TIRE WASH Architecture Interiors Planning Engineering Portland, OR 503224,9560 Vancouver, WA 360.6957879 Seattle, WA 206.749.9993 www.mcknze.com MACKENZI E. DESIGN DRIVEN I CLIEN7 FOCUSED Client U01LES SCHWAB;;® LES SCHWAB TIRE CENTER 20900 Cooley Road Bend, OR 97701 Project LES SCHWAB #027 SPRINGFIELD 3294 Main Street Springfield, OR 97478 Mechanical/Electrical INTERFACE ENGINEERING 100 SW Main Street Suite 1600 Portland, OR 97204 @ JUL A.BRADSRAW RE ORTLAOREGON I 6435 OF © M4CKENZIE 2022 ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION REVISION SCHEDULE SHEET TITLE: FLOOR PLAN DRAWN BY: AKM, MMA CHECKED BY: JLB SHEET A101 JOB NO. 2210232.00 FINAL SITE PLAN REVIEW: 03/30/2022 BIM 360://Les Schwab #027 Springfield/232- LES SCHWAB SPRINGFIELD V21-Bxvt 3129120224:14:30 PM 1/e"=1'-0" 13 — — i I I I I I I I o a i2 I V YrT I I I EQUIPMENT i 112 SERVICE B4 o a Own O 1 1 I I I 112 — — —I — "' c I w2 I ❑ � I II O Co it f a -------------- 6 6 113'- 4" IS. -0" I CUSTOMER LOUNGE I 1-101-1 I A3o1� O UNISEX 103 87'- 4" 1 1 15'-4" 24'-4" 15'-8" ------- 1098 WAREHOUSE #1 109 1106 1 I I I � oz -z1 I 1011 1 1090 1 T NTNG 1102 I104 L 4�WidWie W1d I > OFFICE t,�.fq�U)WAREHOUSE #2 108 \ ACCESSIBLEI 107 10 B - � UNISEX 1 1 SALES SERVER 100 W1d W1dI I MANAGER 10g --------- - e ° ---�--�-�-- --� -�-- 1 9 e A401 e A503 2 e e A401 GROUND FLOOR PLAN 1 /R" = 1'-(1" O ■ r. DS FLOOR PLAN - GENERAL NOTES A. SEE PROJECT AND ARCHITECTURAL GENERAL NOTES ON G002 FOR ADDITIONAL INFORMATION. B. SEE A150 FOR FF&E PLANS AND A151 FOR FF&E & FINISH SCHEDULE C. ERRORS AND OR OMISSIONS IN DOOR OR STOREFRONT SCHEDULES DO NOT RELIEVE THE CONTRACTOR FROM EXECUTING THE WORK SHOWN ON THE DRAWINGS OR DESCRIBED IN THE SPECIFICATIONS TO PROVIDE A COMPLETE AND FUNCTIONING SYSTEM. D. VERIFY SIZE AND LOCATION OF ALL OPENINGS FOR MECHANICAL EQUIPMENT AND WORK WITH CONTRACTORS INVOLVED. E. VERIFY SIZE, LOCATION, AND CHARACTERISTICS OF WORKAND EQUIPMENT FURNISHED BY OWNER WITH THE MANUFACTURER OR SUPPLIER PRIOR TO COMMENCING CONSTRUCTION ON WORK PERTAINING TO THE SAME. F. CONTRACTOR REQUIRED TO PROVIDE NECESSARY BLOCKING FOR ALL OWNER PROVIDED SIGNAGE. G. CONTRACTOR TO VERIFY EXISTING DOWNSPOUT LOCATIONS. H. IN THE EVENT OF AN OMITTED NECESSARY DIMENSION, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OR ENGINEER. I. VERIFYALL DIMENSIONS, CONDITIONS, AND GRADES AT JOB SITE PRIOR TO COMMENCING WORK. J. REFER TO PLUMING PLANS TO IDENTIFY LOCATIONS (VALVES, CLEANOUTS, DRAINS, ETC.) THAT REQUIRE ACCESS PANELS. PROVIDE ACCESS PANEL AT ALL SUCH LOCATIONS (PAINT TO MATCH ADJACENT WALL COLOR/FINISH). K. FOR ALL AIR CONDITIONING EQUIPMENT, EXHAUST AND SUPPLY FANS, HVAC AND REFRIGERATION EQUIPMENT CURBS; CONTRACTOR SHALL PROVIDE AND INSTALL SUITABLE BLOCKING IN WALLS AND CEILING TO SUPPORT FIXTURES, EQUIPMENT, AND CANOPIES. L. PATCH AND REPAIR (E) CMU WHERE DAMAGED gxe]:11011W EXI STI NG o EXISTING WALL TO REMAIN (E)STOREFRONT (E)SOFFIT -------- (E)FASCIA/ROOF/OVERHANG ABOVE KEYNOTES 02-21 EXISTING INFILL WALL TO REMAIN ►101M (N) WALL. SEE ENLARGED PLANS AND WALL TYPES PER WALL TAG (N)STOREFRONT _______= SOFFIT ABOVE, SEE -------- FASCIA/ROOF/OVERHANG ABOVE, SEE DS (N) Tx 4" DOWNSPOUT ---- 3/4" PLYWOOD UP TO B'-0" AFF. CONTINUE AROUND DOOR & WINDOW OPENINGS. SEE WALL TYPES -------- FRP UP T08'-0" AFF. EXTEND 2'1 PAST EITHER SIDE OF TIRE WASH Architecture Interiors Planning Engineering Portland, OR 503224,9560 Vancouver, WA 360.6957879 Seattle, WA 206.749.9993 www.mcknze.com MACKENZI E. DESIGN DRIVEN I CLIEN7 FOCUSED Client U01LES SCHWAB;;® LES SCHWAB TIRE CENTER 20900 Cooley Road Bend, OR 97701 Project LES SCHWAB #027 SPRINGFIELD 3294 Main Street Springfield, OR 97478 Mechanical/Electrical INTERFACE ENGINEERING 100 SW Main Street Suite 1600 Portland, OR 97204 @ JUL A.BRADSRAW RE ORTLAOREGON I 6435 OF © M4CKENZIE 2022 ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION REVISION SCHEDULE SHEET TITLE: FLOOR PLAN DRAWN BY: AKM, MMA CHECKED BY: JLB SHEET A101 JOB NO. 2210232.00 FINAL SITE PLAN REVIEW: 03/30/2022 BIM 360://Les Schwab #027 Springfield/232- LES SCHWAB SPRINGFIELD V21-Bxvt 3129120224:14:30 PM 1/e"=1'-0" O O TO IT 6 O O O 87'- 4" 32 57 A512 p A Ouull 0 16 1G I -- I 13 �I li li a ` o �� o �� n -1 L J L J L J EQIPMENT 19 1 I I I I II I 14 41 61 39 61 110 �_ -J �__ _J 12 12 I I 39 41 F 1 -------- —J113 41 39 �� 42 42 42 �� 1 Z o 5 Z }Z} B— — — — — — 13 — — —y Y 1G (^ ^� 67 WAREHOUSE #1a m I I 95 a Q C 5 I 109 Y y A512 I I S9 S10 S11 68 m O 1 69 I 77 UNIS y w x 94 103 4 Z 14 77 •1 O D SERVICE BAYS J J Go — _ — 40CUSTOMER I sa Om 1G 15 L LO NGE s3 TRAINING o 13 � 0101 1 1 < S3 102 U 19 64 S13 L -1 `d' OFFICE 1a QUIPMENT s5 108 CG 112 13 ACCESSIBLE —< F 1s I IFFIFF9 M UNI WAREHOUSE #2 10 II CG " 93 104 S19 S5 SISCG 107 G — — — — CIS — — — — — — — QG A5e SALES 71 _ SERVER W5 100105 G 14 GCG CG WS C 93 91 11 CG 3 - 6 3/4" CG 90 F-3-7SB (� a 7 S13 S14 S15 92 U Hm ss MANAGER S16 S17 S18 106 62 62 62 62 62 62 62 62 62 FF&E PLAN 1/A"= 1'-ne FF&E PLAN - GENERAL NOTES A. SEE PROJECT AND ARCHITECTURAL GENERAL NOTES ON G002 FOR ADDITIONAL INFORMATION. B. EQUIPMENT AND RACKING SHOWN FOR REFERENCE ONLY. C. EXTERIOR BUILDING SIGNAGE SUPPLIED AND INSTALLED BY OWNER'S VENDOR. BACKING BEHIND METAL PANELS TO BE CONTRACTOR PROVIDED AND INSTALLED, COORDINATE W/ OWNER & OWNER'S VENDOR. D. INTERIOR BUILDING SIGNAGE AND WALL GRAPHICS SUPPLIED BY OWNER AND INSTALLED BY GC. Architecture Interiors E. SECURITY CABLE AND RACEWAYS SUPPLIED AND INSTALLED BY GC. Planning Engineering F. SECURITY SYSTEM CAMERAS SUPPLIED AND INSTALLED BY OWNER'S VENDOR. LOW VOLTAGE POWER REQUIRED. G. REFER TO OWNER PROVIDED WALL PAPER, SIGNAGE AND PAINT INSTALLATION INSTRUCTIONS FOR ADDITIONAL O.F.C.I. ITEMS IN CONTRACT. H. COMPRESED AIR CONNECTIONS SUPPLIED AND INSTALLED BY GC. LOCATIONS PER MEP DRAWINGS. Portland, OR I. TELEPHONE AND DATA RACEWAYS, TELEPHONE, DATA HARDWARE, CABLE SUPPLIED AND INSTALLED BY 503,224,9560 GC. PROVIDE CAT -5# DATA Vancouver, WA J. SERVER PANEL AND COMPUTER EQUIPMENT SUPPLIED AND INSTALLED BY OWNER. 360.695 7879 Seattle, WA 206.749.9993 www.mcknze.com MACKENZIE. LEGEND DESIGN DRIVEN I °,..,°°,.° Client o EXISTING WALL TO REMAIN ♦ FIRE EXTINGUISHER, COORDINATE W/ LES SCNW48 FIRE MARSHALL ON FINAL LOCATION C===== NEW WALL - —' CG (N) FULL HEIGHT METAL r - - - - - - CORNER GUARD LES SCHWAB EQUIPMENT CLEARANCES L ' TIRE CENTER ------ 20900 Cooley Road o— FF&E AND CASEWORKTAG, SEE A151 FOR SCHEDULES Bend, OR 97701 SPECIALTY EQUIPMENTAND FURNITURE Project ►--I X I SIGNAGETAG, SEE A151 FOR SIGNAGE SCHEDULE LES SCHWAB #027 �J SPRINGFIELD 3294 Main Street Springfield, OR 97478 KEYNOTES Mechanical/Electrical INTERFACE ENGINEERING 11-02 INSTALL (4) WALL HUNG BIKE HOOKS, PROVIDE ANCHORAGE/BLOCKING AS REQUIRED. 100 SW Main Street MINIMUM WEIGHT REQUIREMENT TO BE 50 LBS. BASIS OF DESIGN: EVERBILT- GRAY 1 -BIKE Suite 1600 HEAVY DUTY WALL MOUNTED GARAGE BIKE RACK. Portland, OR 97204 D ARC����� @ AORTLA BRADSHAW ' REGON I 6435 OF © MACKENZIE 2022 ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION REVISION SCHEDULE SHEET TITLE: FF&E PLAN DRAWN BY: AKM, MMA CHECKED BY: JLB SHEET A150 JOB NO. 2210232.00 FINAL SITE PLAN REVIEW: 03/30/2022 BIM 360:// Les Schwab #027 Springfield/232- LES SCHWAB SPRING FIE LDV21-B.rvt 3129120224:14:37 PM 1/e"=1'-0" O8 7 6 O 4 3 O 1 NORTH ELEVATION 1 /A" = 1'-f T' EAST ELEVATION 1/A" = 1'_n" O 2 OO 5 6 O O ■ SOUTH ELEVATION 1 /All — 11_511 WEST ELEVATION 1 /All — 11_511 T/PARAPET n 15' - 0" V T/STOREFRONT n 10' - 8" V GROUND FLOOR n 0' -Oil V EXTERIOR ELEVATIONS - GENERAL NOTES A. SEE PROJECT AND ARCHITECTURAL GENERAL NOTES ON G002 FOR ADDITIONAL INFORMATION. B. REFER TO CIVIL AND STRUCTURAL DRAWINGS FOR GRADE CHANGES AND RETAINING WALL DIMENSIONS AND LOCATIONS. C. VERIFY LOCAL FIRE DEPARTMENT REQUIREMENTS FOR ADDRESS NUMBER LOCATION AND PROVIDE ADDRESS NUMBERS AS REQUIRED. Architecture Interiors D. PAINT FRONT, BACK AND BOTTOM OF ALL PILASTERS, COLUMNS, PIERS, SOFFITS, CANOPIES, AND FASCIAS. Planning Engineering E. PAINT ALL FLASHING TO MATCH ADJACENT BUILDING COLOR, UNLESS NOTED OTHERWISE F. PROVIDE METAL DRIP EDGE AT DOOR HEAD AT ALL EXTERIOR HM SWINGING DOORS. REFER TO DOOR HARDWARE NUMBER NOTED IN DOOR SCHEDULE AND SPECIFICATIONS. G. ALL EXTERIOR SIGNAGE BY OWNER'S SIGN VENDOR (CARLSON SIGNS) SHOWN FOR COORDINATION PURPOSES ONLY. WORK TO BE SUBMITTED UNDER SEPARATE PERMITS AND INSTALLED BY OTHERS. Portland, OR H. COORDINATE WITH OWNER'S SIGNAGE VENDOR (CARLSON SIGNS) PLANS REQUIRED STRUCTURAL BACKING IN 503,224,9560 METAL PANEL SYSTEM AND REQUIRED ELECTRICAL ROUGH -IN LOCATIONS. Vancouver, WA I. PROVIDE BACKING AT LOCATIONS WHERE EXTERIOR LIGHTS ARE SHOWN ON METAL PANEL SYSTEM. COORDINATE 360.695 7879 WITH LIGHT MANUFACTURERS SPECIFICATIONS AND REQUIREMENTS. REFER TO ELECTRICAL SHEETS LIGHTING Seattle, WA FIXTURE SCHEDULE FOR EXTERIOR LIGHT FIXTURE MOUNTING HEIGHTS 206.749.9993 J. CONNECT ROOF DRAINS AND DOWNSPOUTS TO SUBGRADE DRAINAGE SYSTEM. REF CIVIL DRAWINGS www.mcknze.com K. EXPOSED STEM CONCRETE WALLS IN LANDSCAPED AREAS ARE TO HAVE MULCH OR GROUNDCOVER AGAINST EXPOSED CONCRETE TO HIDE FOOTING MACKENZIE. L. PATCH, REPAIR AND PREP ALL EXTERIOR SURFACES FOR PAINT, INCLUDING DOORS AND FRAMES. PREP TO DESIGN DRIVEN I CLIEN7 FOCUSED INCLUDE PRESSURE WASHING AND CLEANING OF EXTERIOR SURFACES OF BUILDING PRIOR TO PAINT. M. REMOVE ALL (E) BACKER ROD AND SEALANT AT CONTROL JOINTS AND EXPANSION JOINTS. PROVIDE NEW BACKER Client ROD AND SEALANT AT EXISTING AND NEW CONTROL AND EXPANSION JOINTS. N. PATCH AND REPAIR WORK DAMAGED DURING CONSTRUCTION TO LIKE -NEW CONDITION. U01LES SCNW48 _T O. CLEAN AND PAINT POLE SIGN PER SITE PLAN NOTES. P. REPLACE ALL EXISTING EXTERIOR LIGHTING WITH NEW FIXTURES. NOTIFY ARCHITECT OF MISSING FIXTURES NOT LES SCHWAB SHOWN. Q. PATCH & REPAIR (E) CMU WHERE DAMAGED TIRE CENTER 20900 Cooley Road Bend, OR 97701 EXTERIOR ELEVATION LEGEND Project NEW EXTERIOR CMU WALLTO MATCH EXISTING LES SCHWAB #027 SPRINGFIELD 3294 Main Street COLOR LEGEND Springfield, OR 97478 8251-7797 LS COLONIAL RED 2020 Mechanical/Electrical INTERFACE ENGINEERING SW7568 SHERWIN WILLIAMS NEUTRAL GROUND 100 SW Main Street Suite 1600 Portland, OR 97204 - SW7068 SHERWIN WILLIAMS GRIZZLE GRAY SHERWIN WILLIAMS 8261-10059 LS BRONZE 2020 ���N, ARC���� KEYNOTES JUL A.BRA{DSSSHAWw� 07-02 (N) FLASHING AND ROOF GUTTER, PRE -FINISH TO MATCH P6 WHEN AVAILABLE. IF PRE -FINISH UNAVAILABLE, • �`� ORTLA ' REGON PRIME AND PAINT F� 6435 07-03 (N) DOWNSPOUT, PRE -FINISH TO MATCH P6 WHEN AVAILABLE. IF PRE -FINISH UNAVAILABLE, PRIME AND PAINTOF © MACKENZIE 2022 ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION REVISION SCHEDULE SHEET TITLE: EXTERIOR ELEVATIONS DRAWN BY: AKM, MMA CHECKED BY: JLB SHEET A201 JOB No 2210232.00 FINAL SITE PLAN REVIEW: 03/30/2022 BIM 360://Les Schwab- #027 Springfield/232- LES SCHWAB SPRINGFIELD V21 -6.r 329/20224:14:44 PM 1/e"=1'-0"