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3 <br />I <br />A <br />6 <br />I <br />I <br />I <br />I <br />®®N83°38'58"W <br />I <br />6" CONCRETE PAD. WITH #4 REBAR <br />AT 12" O/C EACH WAY 2'-0" DEEP <br />THICKENED EDGES WITH TURNED <br />DOWN REBAR IN 24" DEEP BY 12 WIDE <br />THICKENED EDGES SEE PLAN FOR <br />PLAN DIMENSIONS. <br />B <br />i <br />I <br />0 <br />I <br />9 <br />I <br />9 <br />I <br />I <br />1. SEE MECHANICAL / ELECTRICAL DRAWINGS FOR ASSOCIATED <br />DEMOLITION WORK FOR NEW, REMOVAL / RELOCATION OF UTILITIES <br />2. MAINTAIN & PROTECT ALL EXISTING WORK TO REMAIN AS NECESSARY. <br />EXISTING WORK TO REMAIN THAT IS DAMAGED DUPING CONSTRUCTION <br />SHALL DE REPLACED IN KIND AT CONTRACTOR'S EXPENSE, <br />1 CONTRACTOR IS RESPONSIBLE FOR HANDLING & DISPOSAL OF ALL <br />DEMOLISHED MATERIAL NOT SALVAGED AND RETAINED FOR THE <br />OWNER, <br />4. MAINTAIN FULL UNOBSTRUCTED ACCESS TO ALL BUILDING EXITS <br />THROUGHOUT CONSTRUCTION. <br />5e PROVIDE A FIRE WATCH IF THE SYSTEM IS OUT OF SERVICE OVER <br />EXTENDED PERIODS FOR BOTH FIRE ALARM AND FIRE SPRINKLER <br />SYSTEMS <br />6. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND <br />UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION <br />FACILITIES (POWER POLES, PULL BOXES, TRANSFORMERS, VAULT S, <br />PUMPS, VALVES, METERS, APPURTENANCES, ETC.) OR TO THE <br />LOCATION OF THE HOOKUP. THE CONSTRUCTION SHALL NOT BE <br />WITHIN TEN FEET OF ANY POWER LINES -WHETHER OR NOT THE LINES <br />ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE <br />CONSTRUCTION DELAYS AND/ OR ADDITIONAL EXPENSES. <br />KEYNOTES u <br />1. PLACE NEW LIGHTED SIGN <br />2. NEW GROUND MOUNTED REFRIGERATION CONDENSERS ON CONCRETE PAD <br />3. NEW GROUND MOUNTED MECHANICAL UNIT ON CONCRETE PAD <br />r WIN 1171 <br />i I Y <br />Im 1 1 <br />z 3 <br />AREAS: <br />TYPE % OF AREA <br />° B 1,171 SO FT 19.55 % <br />III S-1 1,300 SQ FT 21.70 % <br />_I —III III —I 1=1 1-1 I— —III—III 1=1 —III— a —I 1= F-1 3,518 SQ FT 58.75 i® <br />5,989 SQ FT 100.00 % <br />PARKING: <br />EXISTING CURRENT <br />1'=©" 6" COMPACTED CRUSHED ROCK LOADING BAYS 2 2 <br />PARKING <br />STANDARD 0 0 <br />COMPACT 9 3 <br />ACCESSIBLE 1 1 <br />TOTAL 10 9 <br />TENANT PARKING <br />OFFICE AREA:1 SPACE / 400 SF <br />CALC: 1,171 SF/400 = 2.93 PARKING SPACES <br />STORAGE: 1 SPACE / 2,000 SF <br />CALC: 1,300 SF 12,000 = 0.05 PARKING SPACES <br />ASSEMBLY OF FOOD:1 SPACE / 750 SF <br />CALC: 3,518 SF / 700 = 4.69 PARKING SPACES <br />TOTAL PARKING SPACES REQUIRED = 9 (3.27) <br />TOTAL PARKING SPACES PROVIDED = 9 <br />TOTAL ACCESSIBLE PARKING SPACES REQUIRED =1 <br />TOTAL ACCESSIBLE PARKING SPACES PROVIDED = 1 <br />812 SW WASHINGTON Si, SUITE 800 <br />PORTLAND ®RE ON 97205 <br />PHONE 503/226,0622 <br />FAX 503/226.0626 <br />WWW.MCA-ARCHITECTS.COM <br />ffl#_J�m <br />'JACK Co Mn=LER <br />STATE OF WASHINGTON <br />Lu <br />Iii <br />PROJECT NO: <br />DRWN BY: TW CHWD BY: JM <br />DATE: 02-04-22 <br />rs v <br />©COPYRIGHT <br />