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2202 100TH ST SW 2020 Plans 2022-11-30
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2202 100TH ST SW 2020 Plans 2022-11-30
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Last modified
11/30/2022 5:09:14 PM
Creation date
6/23/2022 1:50:21 PM
Metadata
Fields
Template:
Address Document
Street Name
100TH ST SW
Street Number
2202
Permit
PW2004-012
Year
2020
Notes
CONSTRUCT A NEW 12,370 SF LIGHT INDUSTRIAL BLDG
Address Document Type
Plans
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NE 114 OF NW 114 OF SEC. 23, TWP. 28N, RGE. 4E ,p W.M. <br />co <br />LL <br />cl) <br />F- <br />W <br />W <br />r <br />W <br />0 <br />9 <br />C3 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />I- <br />U) <br />W <br />E <br />a) LL <br />E <br />on0 x <br />ca <br />>1 ca >� I <br />.......... ...... ............ <br />................ ........... <br />.................. <br />. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br />. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br />. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br />. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br />. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br />. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br />. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br />....... ....... §7A 4.46+44�, 47- - ...... - ...... <br />........... .......... <br />........................... ............... ........... ...... .... ....... ....... ........ ..... ....... <br />. . . . . . . . . . . . . . .......... <br />.......... . . <br />............ <br />AKF <br />.......... ....... <br />.............. ...... .................. ...... <br />............ ... <br />dt <br />.................. -11 ......... <br />................. <br />........................... <br />................. <br />...... ..................... <br />..... <br />Q <br />00 <br />............. <br />.......... 24, 00 RT, <br />.......... <br />..T <br />.............. ........... <br />............... <br />FL. .55 .6 <br />.......... <br />................... <br />1110 <br />&0, <br />...... 50 <br />FG 557.78 FG 558.30 <br />............ <br />FG 55Z 73 <br />.......... S TA 29 + 5,04',"' <br />FG 558.20 <br />.......... <br />FG 558.23 <br />............. <br />x <br />. . . . . . . . . . . ........ ........ ........ <br />...... 55Z64 <br />STA. <br />N� o. 0 <br />........ . <br />........... <br />...... 0a <br />.... -AT <br />................. lav <br />FG 55 <br />........... <br />4 1, <br />-4294 <br />560. <br />c; 89-1 ...... <br />-91'2544" <br />R=J0. 00' <br />.2,,OX L=4Z87' <br />....... t FG 558.46 <br />.......... �Z N <br />CURB RETURN DATA <br />-561.01 <br />POINT FLOKJNE EL. <br />SO I 557.78 <br />2 55Z55 <br />nab . <br />3 55Z60 <br />t .7. <br />4 55Z69 <br />5 55Z 71-HP <br />Lm <br />FG 56 1. 00 <br />2 <br />ON <br />..... . -1 <br />FG 560.89 <br />-qm <br />X <br />v <br />. . . . . . . . . . . . . <br />10. <br />ir <br />tm% F <br />:, WNW- <br />11% <br />FG 59.42 <br />a <br />T4:29+01.49==-, <br />FG 558.:91 <br />FG 559.53 <br />17.50' RT <br />TC 558.79 <br />.... FL 558.29 <br />1 559.44-1 59-1 <br />77. <br />4.6 0. <br />TA:28+96.49---' <br />559.49 <br />IZ50" RT FG 559.45 <br />Tc 558.84 <br />FL 558 34 <br />............ I ...... <br />........... ........ ...... <br />.... ............ . . ..... - ............. ........ <br />.................... ...... <br />.......... ......... ........... ....... ....... ......... <br />.......... ...... ...... .................. ....... <br />........ - ...... '66"R ........ ...... ........... <br />............... ...... <br />.......... ........ ....... .......... ............ ........ ............... ....... ....... ............ ........ <br />............. <br />.......... ...... ........ t ........... ........ ...... ............ <br />q- <br />AR <br />T <br />2J.99' RT <br />23 99R T <br />C 551.17 IC T �e,5,5ZO9 <br />r <br />FL 55,6.6 7 L <br />rL 556.59 <br />11.0, 5.6 <br />-FG 560.32 \-FG 559.78 <br />FG 560.6 <br />559.52-d <br />P9, -F <br />2, 0% <br />o <br />FG 56 1. <br />o. <br />7 <br />r. <br />FG 561. <br />®R <br />ROUTE FROM PUBLIC SIDEWALK <br />.TO BUILDING ENTRY <br />SCALE.• 1 0 = 5' <br />ROUTE FROM PUBLIC SIDEWALK TO ROUTE FROM ADA PARKING <br />MECHANICAL/ELECTRICAL ROOMS TO BUILDING ENTRYSCALE.• 1' = 5' <br />SCALE.• 1' = 5' <br />" <D FZ-F " <br />0 10 20 40 <br />SCALE: 1" = 20' <br />Know what's below. <br />Cal I before you dig. <br />CAU7701V <br />LOCA7701V OF EAIS71NG UTILITIES SHOWN IS <br />APPROXIMATE AND MAY NOT BE A CCURA TE OR ALL <br />INCLUSIVE. IT IS THE CONTRACTOR'S <br />RESPONSIBILITY 70 FIELD VERIFY L OCA 7701V OF <br />Zo PRIOR 10 PROCEEDING IM7N <br />CONSTRUCTION. YOU MUST CALL 81 t NOT LESS <br />THAN 2 FULL BUSINESS DAYS BEFORE BEGINNING <br />EXCAVA7701V *HERE ANY UNDERGROUND U77U77ES <br />MAY BE LOCATED. FAILURE 70 DO SO COULD MEAN <br />BEARING SUBSTAN77AL REPAIR COS7S. <br />ft7 SEASON COVER N07M. <br />1. TEMPORARY COVER SHALL BE INSTALLED IF AN <br />AREA IS TO REMAIN UN*VRXED FOR MORE 774AN <br />T*V DAYS DURING 7HE NET SEASON, <br />2. ANY AREA 70 REMAIN UNKRXED FOR MORE <br />THAN 30 DAYS SHALL BE SEEDED OR SODDED <br />UNLESS THE COUNTY DETERMINES THAT 7HE MNZER <br />WEATHER MAKES IEGETA7701V INFEASIBLE. <br />J. SLOPES OR S70CKPILES JH.- IV OR STEEPER AND <br />W774 10 FEET OF kER77CAL RELIEF SHALL BE <br />COVERED IF 7HEY ARE TO REMAIN UN*VRKED FOR <br />MORE THAN 12 HOURS. <br />4. MA7ERIAL NECESSARY 70 COVER ALL DISTURBED <br />AREAS MUST BE S70CKPILED ON SITE, <br />I <br />GUARDRAILS (SEE DETAIL, SHEET 16). HANDRAILS (SEE <br />DETAIL, SHEET 17) OR OTHER APPROVED FALL <br />PR07EC77ON SHALL BE PROVIDED ALONG WALLS <br />GREATER 7HAN JO-INCHES HIGH THAT ARE SUBJECT <br />TO PEDESTRIAN INTERAC770N. TEMPORARY MEASURES <br />ARE REQUIRED DURING C0NS7RUC770N, <br />ALL CONCRETE AND RETAINING WALLS TALLER THAN <br />4-FEET SHALL BE DESIGNED BY A STRUCTURAL OR <br />GV07ECHNICAL ENGINEER AS APPROPRIATE. SUCH <br />WALLS SHALL BE REVIEWED/APPROVED UNDER <br />SEPARATE PERMIT. <br />STABIU2r ALL AREAS TO BE UNWORKED FOR MORE <br />THAN 7 DAYS DURING THE DRY SEASON WITH SLID, <br />S7RAW, PLAS77C SIEE71NG, MULCH, HYDROSEED, OR <br />C,O,R APPROVED EQUIVALENT <br />CONSTRUCTION NOTES: <br />SEE DETAILS ON SHEET 15 <br />LANDING <br />RAMP <br />CONCRETE SIDEWALK <br />2' WIDE DE7ECTABLE WARNING <br />PA T7ERN <br />0 WHEEL STOP <br />DAVID EVANS <br />ANOASSOCIATES lw-' <br />I20900 Woodrwile enchomkh Rd W <br />Woodhvile Waftglon 96072 <br />13hom m A4&- <br />�i o <br />pq <br />2 <br />N 11 <br />R <br />z <br />STAMP NOT VALID <br />UNLESS SIGNED AND DATED <br />FERST SUBMITTAL DATE: J12012020 <br />SCALE: Ham: MT.: <br />PROJECT NO. <br />KESTOOOO-0001 <br />SM NO. <br />7 <br />of 21 <br />
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