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Plans (3) SIT2014 - 00008 , , 'if IMPROVEMENT for MARTIN Al, HANSON Fs Iv ED RECE,fi H W < r.A. CLArlir4A‘44.1:::L,KA S, OREGO* ,. .., H<I-Om NA APR 1 0 nlk ,, TIE NEW WALL TO'EXISTING BUILDING WITH ), e 10bp108_16200 ,, 04 X IL& (0 HORIZ REINF-DRILL/EPDXY 3" / H<3-01 2-6° TiGARD ri 4' OF 00 SPEC FIC ACCESS PLAN , , 1 ""-- * \1; it\. (----1'I-.. SIMPSON'SET'EPDXY 34-Cr<H<4'43° 3'-fir c, ---"" i PROJECT #13600 , \ , / „ 1'CHAMFER-BOTH SIDES Emi PROJECT NARRATIVE , \ , _......, , ; / ______ / ....., . _ , , c.) REVISION TO LANDSCAPE AND ACCESS INTO EXISTING OFFICE SPACE ALL WORK TO \ ,---'-a/V".-., 1 • .. .-, - -- , _. __ _. _ _ _ fr4 MEET ADA REQUIREMENTS. ,L- - , -- / \ #4 CONTINUOUS TOP OF WALL -------- Ei* ---\ \ / #4 @ 16"VERT CENTERED - _ _ , , , ,. , , p V-----Nv Eil /1\ IN WALL WITH 6°HOOK 6:1..(1. 3,;,. ° :::. ,:'-1-___ ---",„,, -,,,,:_-' __;, ' 7714 ',- ---_ TO Ca) , _ #4@ 16°HORIZ ,, \ 1 / , 0 fivrE-Rsr Y4 -,--,______ ____ ,/\j„,-_______,-;.] " Art- 5 i .; - CRUSHED ROCK FILL =mu ii X / iLar 121 ,„,--- / \ ,.. , , „._ , , ,_, , \ --- ,,,v7....,..v 111=1 0..... mom 0 8 Qin t;et1 ....__ -t— -: .--- - vi,„ --,:„„-: ,--..)--:-_. 1 — 0I1ULGON 1W - ' HumaeS9 4w,.. ‘',------/I \-------1 ;,.. (3) #4 CONTINUOUS @ FOOTING . . 1111111.4 pLANNING/ENGiN ______, / , N, _ . . ., =AIM i t:1044(411b -4 11111PIENIM1 1 tem --.- _ di -, Lt ,- —..........„ ----)I \ 1 / , ,-------- -. --- 7 \ .--,,,---- ( ) „ , , EXIST. ASPHALT PAVING — -\ _ - __ _ __ • _..,esi V- ON .. I-- ii..- , BUILDING LOCATION , , #4 x 18"REBAR op_ .9a"0 C - . . Iwu , , ND LOCATION MAP NOT TO SCALE fp ze) , , 1 , \\ DRIVE 12a INTO EXIST ASPHALT --/ A cn o ,-....--• m en g °° sri 124 ........., In 0 =X .k------ / ..,A ) „,..,' I ,-I-I / \ L--"I' .- 4 RETAINING WALL DETAIL. ...... A- SCALE 3/4"=11-0" Z >" v------"/: ---.7' II 1\ I / ( i , / ,, 011iiiliiiti ; ; ; , -' \\ , ;;;‘,1/ 1 , I , i i 1 ' ' . ! , J . , . ! „ , _, _ . i 4 -1-- . . . '--------*F-,-- , „....., w i I {-,, , 1 1 , i I f f In " 00 I '_ 1 1 i 1 I t 1 ! „I ,, „ nI,. 0 I I i t i 0.1 / -4- - --1--t-- - _.-. -4-4--4-----i--1---- —1---t- -- - -+- 71 t3i i I 1 I 1 1 I 1 I i I 1 V..---:::-1 gag.,. .7 1, 0 4t ,. . . 4- -4 4 --1 L _i_ ;4-- 4- -1-- -f--- E . 1•;,-,-\;7 1 / E-4 /////41111 —9.• t I I I 1 1 1 1 I I I xi \\ 1 /, I 1 I 1 1 1 1 I I ___ ! 1 ! . . JEIMMINII a , el I marog R........• lt ill ) --- / '\ --'-• Ll /**-- 4114) gl % 0 3 Ammo um. AREA OF WORK NNN, ,,i , 1 1/21 DIA FIFE RAILING V 9 C EACH SIDE OF STAIR 2 BUILDING PLAN zes vAN ACCESSIBLE CeNrill VAN AW J.IfoN r":- X-7C44"."-} 11::__ - M _OUN 11 BOvE .... ..... F'LATE MOUNT cc, -- col crl Ulla: A-1 NoT TO SCALE It PARKI%STALL N_•40,:,.1-6 citi,r.[1: Itk = 01 00 00 GENERAL DATA PARKING STALL GRADE. L.._ TO CONC. SLAB - .... GENERAL REQUIREMENTS . 51-11 V-01 m 11,) 1. AU.CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH THE LATEST EDITION OF THE OREGON i 4 Af*illr 2 —11111 .+1 V WU 11111 - 4 STRUCTURAL SPECIALTY CODE,AND ALL OTHER STATE OR LOCAL CODE REQUIREMENTS THAT APPLY. It I12 MAX. 9 Aft, U e 0, -7 2. VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON DRAWINGS AND AT THE EXISTING BUILDING AND NOTIFY ,Y ,--" „.. .....s 111 TYP. 11 ARCHITECT OF ANY DISCREPANCIES PRIOR TO STARTING THE WORK. te-- ,....„3- AWANIF-4 7` - --- _____ 4 4 .. . c.,..1...,,, 3. CONTRACTOR AND ALL SUBCONTRACTORS SHALL PERFORM DUE DILIGENCE INSPECTION OF ALL EXISTING --- L- _____ ,, 4.4 CONDITIONS PRIOR TO SUBMITTAL OF A PROPOSAL SUBMITTAL OF A PROPOSAL SHALL BE CONSIDERED "'ADJUST C.sRADE OF 44C PARKING 11111---‘•. 4 STALL AND LOADING AREA TO — CONFIRMATION THAT SUCH INSPECTION HAS BEEN MADE,AND NO FURTHER COMPENSATION SHALL BE DUE MAINTAIN A MN.OF 2% _ — THE CONTRACTOR FOR CLAIMS ARISING AS A RESULT OF FAILURE TO PERFORM SUCH INSPECTION. D TNIROUGWOUT ,s _ ga. 4 4. BY SUBMITTING A PROPOSAL CONTRACTOR AND ALL SUBCONTRACTORS CERTIFY THAT THEY HAVE EXAMINED / PLATE MOUNT TO CONC. SLAB THE SITE AND INCLUDED IN THEIRPROPOSAL ALL WORK NECESSARY TO COMPLETE THE WORK DESCRIBED OR - -11111—HILF 11111 LI REASONABLY IMPLIED IN THESE DOCUMENTS. THIS INCLUDES BUT MAY NOT BE LIMITED TO ALL MATERIALS — 4 AND INSTALLATION,DISPOSAL OF EXCESS MATERIALS(USEABLE FINISH MATERIALS SHALL BE LEFT IN THE ., TENANT SPACE AS DIRECTED BY PACTRUST),CLEANING AND ALL PREPARATION OF SUBSTRATE SURFACES 4 a- 4 PRIOR TO INSTALLATION,AS WELL AS FINAL CLEAN UP. ' ° 4 4 4 C) 5 IT IS THE INTENT OF THESE CONTRACT DOCUMENTS TO MATCH AND MAINTAIN EXISTING BUILDING STANDARDS v4 — 7:7--7-7 mi um -Hut um s 1 _ CNI FOR ALL EXISTING PRODUCTS AND SYSTEMS. UPON DISCOVERY OFA DISCREPANCY TO THIS INTENSION,THE A E CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY. 0 1111-11111 <-t 6. FURNISH ALL NEW MATERIALS EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE. 7. KEEP THE AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAILY BASIS INCLUDING DOCK ACCESS AREAS _ AND COMMON AREA. FLOORS TO BE SWEPT OR VACUUMED DAILY. 1.....4 8 PROVIDE ADEQUATE PROTECTION TO ALL EXISTING IMPROVEMENTS INCLUDING BUT NOT UMITED TO COMMON CORRIDORS AND STAIRS,BUILDING ENTRANCES,SUITE ENTRANCES,ETC. THE CONTRACTOR WILL BE , a D 6 C 0 = a" RESPONSIBLE FOR THE REPAIR OF ANY DAMAGES TO EXISTING IMPROVEMENTS DUE TO CONSTRUCTION j 00 5 HAND RAIL ELEVATION co) 0 (cl C.) ACTIVMES. ,1 -3.01' - - _. rt_____, 9. PROVIDE TEMPORARY SANITARY FACILITIES. CONSTRUCTION WORKERS SHALL NOT USE BUILDING RESTROOM -4.18' (11i) t 1 o A"' SCALE 3/4"=I'-O" rimml4 c4 FACILMES. , , ik“.H.,L41.41r - -- . 9 10.STORAGE AND STAGING OF CONSTRUCTION MATERIALS SHALL BE LIMITED TO AREAS AS DESIGNATED AT e__ ,? .4--r-m-n-n; ..- '-',-R 141-0 k4 - 1-i2 MaxMAx. ; 4 4 utru 1 a 0.4 09 1....4_ PRE-CONSTRUCTION MEETING UNDER NO CIRCUMSTANCES SHALL BUILDING UTILITY AREAS OR ANY OTHER RI 11V° - .10-.1111-11-11.1t d% 0 COMMON BUILDING AREA BE USED FOR STORAGE. ' . 1141-11-11xwiTh i i It 44 !ma 1 pri i 1 -3,14' S V) o 11.LEAVE THE PROJECT CLEAN AND READY FOR OCCUPANCY. •ill III, 4.1 5'42' 1 ;Lrl 1-T1 i i I 4 1 ' C.) 0 03 00 00 CONCRETE 6'-O' ' 1,,n , RI I-0; 1 I i 4-1 44 8 1 EXTERIOR RAT WORK: 't z.t., ru i ---------------,_:— -7.---- ;1_ - ru i i 1 1 I 04 yowm14 v) 1 , * TJ''' _14 w,4ND RM.EAcH 1 * a. 4^THICK UN-REINFORCED CONCRETE SLAB WITH AIR-INTRAINMENT OVER 4"COMPACTED CRUSHED ROCK 3'TYR i;., (3/4 MINUS). 0 ,,'-' REVISION b. CONTROL JOINTS 5'0.C.MAX,EXPANSION JOINTS 2I/0.C.OR AS SHOWN ON PLANS. ,LT 1..,, t,Li`,.1' sipE OF STAIR L_ RETAINING WALL ,k1 t /-:1 I 1 $'-.0 ,H, -rJ c. BROOM FINISH WITH TOOL EDGE EACH SIDE. .... illl • 1 1 1 1 111-1 4 1 v- 5 00 00 METALS , 10_1 ,[iii NEW CURB .IA 11 NEW CU1.35,' ..2,Y r---, 'IF ,s-r,..--. A 1. MISC.NON-GAUGE METAL SUPPLEMENTAL TO STEEL DOCK STAIR. iliin t P,`"II-‘: ' , . . .,_,, ,..c./. .„., 1,.-1,IANCE 2. PIPE RAILINGS FOR ADA RAMP. 4t) ' -231 14. rill 4)1 , d: [ ‘,.......jr...,12 -300' U ,I A, . , 'N.,0.... ... 111 PC ti ., Address: 1 7CC) -1,;(A-D 72- t- Stlite.#: 60 Date:0 .r..,• -442' 40OFFICE COPY DRAWN BY: . Ron Tesch DATE: 3/26/14 PERMIT/BID 3 HC ACCESS PL.AN ze A-1 SCALE 1/8"= 1'-0" Ammii BUILDING DEPARTMENT USE