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MI 'ti /'� - �,,,,� ��Pte/' "' �K�+Pr+,'4 � ;'A '' , +�i" i •''� ° t''; ,. `� tom.! ;� .'.' r,� �' , �t•71.l.�y I v ' r, t Coe) � _ t J•1�!' is t •Nlf� '..r..,.�i 1 .," ',t.. f.° /•`'\ 1 f�" FM ... •y, �.fi <A, Mr , . yyg yI p , � -11 -Y ,�� "� __ - .R..••��� ";, , ( ;�� '{ s /.r� .��#''a�ey"'� Kx..` �t,!� i�'' ';-� t ,,.. � �''r. !Y°�"''A''!F .11L. i �F•r � , � ' f+. y T s•' / `ro LA ' M y] law oCM �•.. ! r, y,./�7 � . ( I vw,•d � a✓ � " :Y�! V.��', � .J1a.7:; .• � � 'y ,11.! ,�i!F'.'' � r ,✓ �1�...-"1�1�' �..�� �.r.�� � � ] �•� � � t '• ��., ip '� . . "� K UP�� �� '1ts FZ'&T iil !r!'Sid�� �C c�► w .l _, g. i HT CAW t , ., I ��y1U� V-Y , X' IrkMOM WIN .�JO►� qoiiI CIIAU A+..�w►•r , _ r tflJ . )/'cr '.'n ' r �:T 'h V � -rte •# i fd' j �. V jr ftv (CC 4 u Ajjc0L_ :C T , r �° f l.yi �fn �,F. w A.y�V . Y'N • • b\.fi" MID e 5 •c•.. _ -. _ .WMyr.w,,, t • ,.7 - r _.,.- _-'1R+;i:,,. :.,... .,-.,.....,..--�15e .Ir�,. ..�F;P'.•.i.'1� - 1,y c• -, I I I ! I i '. I i I I I I I I I' I I 1 f � I � 1 � ,� .� y ,� � -:: ,,:� .� �,_ .� ,, [ I I � ,, , ,,,• - � _ � ,,.,,,.�..._ ....-,.a,.. �_.�;r««.,F«... ,IFS 1'HY.8 DU ..,.1EN1 Its LESS i ( ( I 1 i I 1 I l I � f � ( 1 � � � 1�1 T 1 �1-� r 111 � I �i . ,l � I 1111 I III IIS IIS Ilillll III III � III III III IIII' Illill III 1111111 111 III 114111 LEGIBLE THAN TP I S NOTATION I I )� APRIL � 1 _ � L_ - 4 _-_ -- 5 _ S 911 " 1 Q 11' 12 ��- � 1993 IT IS DUE TO THE QUALITY OF — —_— —_�_------__ . � No 36 CcmeUL n w-, 'I'IiE ORIGINAL DOCUMENT . w� I11i11�11� 11I11�1llL11Z E 7,1111131 li1lI lw ll1 11117.11110 llI ?IIIII0�: 8 11 I 9V1IIII I � 5�Iltll , , ;v:11�ll �r [ � � � I, , ++ � II III III� IIII II a{ w I 1 , 11 � �rllil � l 1I► II 11II �iII tII�IIII I !I''I I III Irr II ll III ! I ��I iI I c t.- � r � 6EhNFRW H TEB - µ ♦. Use smooth edged Oackhue bucket without t*ath to excavate footing4.4 V,�a e trenchOOP and ,Clean all footing wxCavations Of 10090 Material by d• Provide 90 degree hook for bars at openirrlis A requirad s. Frrmtetmy aria~hors, ,foist ha"401 s, o Alda Ci1Nts• 0661%. �• � 4$��segt» `` hand• e,mta►r+sion past opwmings cannot be obtained. 61 01 ) bolt heads and nuts bearine an wop" to #s' provi~ wi%lm Lap all ;bars in intstsecting footings a' •-4•' 7r 3�D d, ammueter�., waWher . • 9. IExca�atiuns way be etadmrr under continuous footings Por pipes. e�ttfmthever is rwatter • � � 1 . These notes set mn)%•• Pscki ill with 3/4" ainua crushed rock compacted in 6" lifts to 95X q Mails called for an the drawings are � be coaoaA. imam stfndarr o for x extent ?'he dr wr.) rrys lb- Alternator ends v! bars 1E'" in structural emlabs whenever possablo. 7. Rutting and miching of ;Gists no a IGoettd- one inst6 (141 ayavmarn over the Gersral 6Jotes to tree etxtent shown• meodifie�i Proctor maximtnt�r dry density ASTM O1'.I'S7, E, Cunt' shall verify all dtmertis. ons art; cenditia�ns an drawings 11 • Provide tiro iE) pi's x opertlnys plus @'_0., saCh side arvttnd all 0I600ter hole may bw drills; in Rise center 1/4 04 width of S•a'neett .r: openings smaller then 150 x 19" in structural slobu, and depth . All tither halos to be apprev"a `�_ and in fielm4. Coor-damiatrt locataonr. of o enithrough ,�; ,• P rtes floors. C[s�TE place m"lne t 1 ► 114 x 4' '-O" at 45 awgreos to each car rrwr . �,Q. **WOO may be notched i n the I owlet 1 ,0S o f %sift 14g f oht %f sl y reefs awtl 'walls with architectural , atorchar+acaD , and elrrctricai IE. All aperdirul�s s+a'llwr than 30'" x st:" that disr �pR reintarcin shall ol�rtricil eros lurrrOtr ' t q p •iI p 1 Pws. IoktL' rte port of 6th j mt Ott plans, Mr ify%ha l eignProv age ll rmbct,ny di,-repancior9. revs; ar► amount of reinforcing placed bath sides of opwni�rgx equal doper than % of width of stud. Hole* of d4aAme��M4W* qp� to 1 " Z. Contractor shall rovidw all nw•t I . 1ltrergthe A•veraye concrete strength a�a determined by job cast lab 1� �'- P lsrsiry tsVst fry support prior to ran the anuur;t uisfuptad and extending 2'--0" each sid• of eyVy+ring . Width eF stud may be drills; In stues bre; #Wk lA - I/'� W# completion 'of vertical and lateral lead syatemss. t:atred cylinder, to be 'x.'4100 N+ai at Pti days plus increase depending height. 4 . inhere reference is made ems STM, AISC; , ACI .\r other standards, fret upon the plant 's rtandarps aeviftian as sperr.. lfierc{ in ACJ 318, ;� . ' 1 . tm� b0 I t s are t�) be !ns t mT D 1 vett i n load hm;7r 1 ear" 3M'� tot 1 o"S latest issue shall apply. Test cylinders per IIBC E,b04 (t+ ) shall ba taken at each pour . I>tl:lC A FiOILttY �iICK lYi�l>Nf#Y +n. TPe lead hula for the lhttwle shall have :heft 9140 !1. All work shall be in aGrltt compliance with than Hinimusm Mi)c Rwquirewentss r , mp "Uniform l r m Building d i ng as t.hpr shank and the sate dapt1% +ave the length a* ter Code" (UE{C) as awwndwd by all other state orad lata] codes and a . Cement content per yards Five t5D sacks except slolys an 1 • 1 black >Aasowr• units to !ae tilrida� N-1 � : i Y per A C90 9r building requirements that apply. grade to be Z-1/@ sacks. y to unthreaded sha•tk . l•. Design Critteria: b. Maximum W�mter•/camwnt ration six (4) U.S. gall.)ns per in diate humidity condition per T*bl* hes. 1 rt 15W psi b. the load hale for the *hrmo4*d p+ar�t shall free !. Mo r t a D e Typo S or Type M. d i awe t er erose 1 to ?t1#t o f t�tn sheriff ars% �, a. Basic RvoF t_oad . . . . . . . ptif plus irifti;�mA bag of ce.r+ent for non-air entrained concrete and '�-3/4 3, awotmt to we minimum strength at 28 d of 2'000 psi and w) th e•?ual to At :0444, •he lurtgth of t��Iti pertti�l. f a:• ,�. +i+i b. swcond Floor . . . . . . . . . . 73 psf U.S. gallons per bafor air- entrained concrete. • ,:• t 3/A minus agate. Grout cells bond beams that contain The thread" portion of the screw Wf all bo rted i4s its 1 " te t First F?oar , . . . . . . . . . . 0 E.:sf C . Slumps sine Davis*jPer from design slump slab to -1 " , reinforcing ar a ded ) teats. holm by turning with • gnromho not by e1rJ*4A*.mA1* a h�ette+ser , �,p 1 C . Wind• . . . , . . , , , , . . • • • • • 60 er.p.h. /Exposure B d • Air Entrair►r+orntm Per ACI at all exterior slabs. 4. All work shill conn to Sect m2402 through Section 24bs of the or other lubricant+'"' �� mt1ey be uood an tfte sers{tAp or' in the load )trlp' d. ioistsic. . . . . . . . . . . is Zonae sp m@. roducAdmixterWatu err by 10 admix tMfoeolith or equal ) end U8C. All reinforcement size, grade, and placement ) shall be trra facilitate irtsarrtion and provont daw•ttge te ''thrw *c.i,o •. 7. Moehanlcal lquipMrrt� wechartical and sprinkler piping larger char rm•dur.e water used by lox minimum for all slabs owd tilt � • inspected by an Ind testing &geney before the first w nn , iI" diameter or other stoats produClnp a hangorr load ever SO* shall «•alis' grnuting and before ch � r J.: be by b • s stew � 2. Place and curt+ all concrete per ACI codes and s!andarOrm• grog at the middle 1/3 of the wa.al . hung Y Y approved by the desilyn agency. Any har+gm:r 3, Sleeves, pipes or conduits of aluminum steal not bw ewbedeh�rt !n All great shwil mechanically ate; and rpcontolidated per irlylll I-�1M'It3 �, y , producing a, "r nes p nq a load over 6'4(`16 oral i have additional framing Instil led tlllC Sect ion t t ) . iat:wre spec is spec t ton Ire required by -� � ,• to transfer thane load% to the main structural bouss or wills structural concrete unless offectiveiy coated, unless otherwise a 4. Provide control joints in al ] sAabs on gradw at 20' -0" o/c each these Slot s, dock prism samples Sha made and tested at 1 . All wend I -beasts shall be ftanufacturee! art; ayeslmgruwd bon• prus-assist approved. each oro pour at/or 3000 sq. ft . or whichwv s fess• The test Corporation oe f rior, way •tax i pr,unr, ur+l unless o tiierw i se shown on plans. Provides heavy p appr�I4vmad truss a►anufar tttrlrer to the jai; a. DO not stale )n•formation trove drawings. shall donor according to UBC Section 2405. r a ,- t3/4" ) tooled joints at 3' -O" o/c and 1 /2" prewolded expansion " egvirewents noted ,above, F joints at 25' -0" in all extur )•or walks and slabs. 3• Rei arcing for lel masm;+nry to bor ASTM A615, Tirade h as shorn on Er Prividme aaditiQnal truss" as anecossmar to s y rup�po r t ewc)+a n 1 C a 1 , '' .nita arm spm inkler linear. Coordinate all lows%% and locations SITE 1 6. lactrical boxes, c ui a lei tCUb* laced in any t.:' th werhar+ieal drawlr4s. cell or courses that in3. A! ! bridging, bears harawsre• t.lochi , ha ere• wt� ° reg c . , : . Remove mei 1 organic material sal and top soi 1 from areas under the RitlWGRCXNG (CONCRETE) e conner_ts to the trusses shall be designed and provided by�a ' hu i l d i nt of under paved areas . truss marwttac turorr to fit the condition. k4se sloped sweat hartgrermt 4 ,2• Fill material to consist of an soi 1 which is c® 1 . All reinforcing steel to be ASTM Ab l'} Or b0 ext Itllf�l Iep slNg and borvmrlord plates to reriulrme�i. , a Y compactible to the � , apt teas anq following limit under the weather conditions at the time of stirrups to bm! Grade 40. 4. Truss erector shall orwer'cisar ermtremerA► Care tltl•r )ng �rret:ttar+ t?t toms" 2, Fabricate and install reinforcing construction. Maximum particle size of fill to be lwss than 4" nq +steel according to the "Manual I . All laornated beams to be Ooug)as Fir 24F--V4 for simple span beams trusses to prevent the trusses Irt►+tt baackll tutor a diameter . Scarify anti dry soils if required or use a granular of St-ndard Practice for Detailing Rot-nforced Concrete Structures" rw,l IatorwlI art; A -V8 for beast with cantilevers or continuous spans per AITC spreader tsars for lifting truawas and provide lateral bracing 4-s '*a mater tel . Place f i I 1 in lifts not to exceed 9" ar..i compact to 9'3x 'ACI Standard 315. 117 sperciticatiun. e:•arar.:.� rcorcessary. All awrkemwrm are to stay m'J1'1 truelses tw'ttil �►1 3. provide 2'-0" x 2' -0" corner tsars to match horizontal reinforcing APP grade to be industrial . ywood modified D1d Proctor maximum dry density determined in accordance with np 2. All lWMbWC species and grades to be as follows: sheathing has beton installod and nailed at least twiaw �V 0006 ASTM D1597 under footings and floor slabs. in walls and footings at all corners and lnte;-taectianR, •, Joists, besets and stringers, , , , , , , , , , , , , ,DF R2-1�'X M.C . truss or until t 4 . Spl ices in wall and font x reinforcing lapped 30 tt bporary bracinq is instal )wd t Q1t awttr?s x+ 3, Basm4 material immediately under slab to be 6" layer of clean 314" ng nq shall De 1a b. 6" nom &no greater beams and stringers. . .DF til -14% M.C. manufacturers' bracing requirenentu. ^ . `W " .R ► rn)nus cOmetpacteard Crushed rock compacted to at least 92% modified diamer+m►ters or ? ' -O" . whichlrver is greater , and shall be staggered C . Sticks* blocking, bridging and atisc . . . , , • .DF N3 or better S. Motes Installation of trusses is i ! at least 4 ' at alternate bars. rqg to bvg,n uArwtll itl,1. Proctor tmaximum dry density ASTM D1537. d. Structural 2x studs. . . . . . . . . . . . . . . . . . . . . .OF *2-19% M.C. involved with the erection movi at1M►. ar.0 lrrfttrmwd ¢f1r' WWI 5. Provides tv.o (e"�. ) 163 Cantinuou9 bars at top end bottom and at - Plate, sails• and headers • a " discontinuous ends of all walls. and bracing rwquirrements. , FOUNDATIONS 6. Provide dowels froom: footingto match all vertical wall , for wall framing. . . . . . . . . . . . . . . . . . . .DF 02 K .D.-13% M.C. 6• Shot drawings shell bre submitted ++nd stamped by a ragigtere4 pilaster , f. Sills, lodgers, plates , etc - , embedded in engineer . Bub+eit an ICAO reports and co.tuply with all tete and column reinforcing. Lap 30 dis►mwters or t"►'-p» minimouw unless or in contact with concrete treated DF A3 rtequir'aments of the report. *` 1w, ,•yz �,' r'hown otherwise. • 1 . ion soil pressure :c 15<JO psi LL plus DL, and ism to be verified T, Vertical will reinforcing AWPIt LF)-2-68 ?• Truss manufacturer to i by a lictrnswd geotecnnical engineer after footings have Moen ng to be placed in coater of mall unless n%pect all t+r%HW" alftor tneey have beslan shown otherwise art the drawings. Posts. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .DF 161- 19% ereC*ed and sheaths excavated before placement of concrete. nos. Horiiontal bar Amoy be placed '�• M.C.- tag, brldgln99 Ir'iIl�de"a -etc. , has ia,�y G r o s tmb r i d g e or so a i d block a; o'-0" era x i f•m1w a/c for 90 l i d sawn installed. Manu f arc tuner to seibrr i t S*I%a 1;t°+bat`it•�"1669 ar t�a L 1pQ t �► 2. All footings to bear on firer, undisturbwu soil or tooted and tither sloe of vertical tars or bet Ween double vertical bars. floor or roof joists 12" srx•, deeper unless bottoms of joists are otingineer that %fto inopectirn was AMWWhi ,�y t � or* � >wf• approved compacted fill at a minimsumu of 19" below final grade. o• Provide the following reinforcing around wall openings larger than to receive direct applied coiling.Notifydesign a enc. before itis" r 3D" . y. 'I Gp 9• acceptable condition and meet with q q y proceeding if any unusual conditions Plywood sheathing to be C-U grade with exterior glue. Instal : it'tstallotion requirements. are eticoturltered in the 'ootinys excavations. A. Two 121 e3's over >< opanianq Plus t+'--O" eacrt side. root a,nd floor sheathing with tare grain perpendicular to "W- i b. Two t 2) MS's under st o eni '- s•upports 3. Do not excavate closer than a 291 slaps below footings. p ng plus tf 0 each Sidor. and stagger ermd Sointa. Install wall sheathing eithe- horizontal �: :" r ,, ., ,. . C . Two (2) 4'3'9 each aide x full story height. or vertical • •nd block all e►d• es of '► . �• i :.�., V'4 .1 Plywood with Rx4 or thicker x` !` `� t blocking. block roof sheathing where noted on drawings. '� 1a it M• „ �.• ;s. y Ofw18 NAIL W'Oa,) TRt�ES STRUCTURAL m�l1{Q M I SSE{_LAREOm.�rs STEEL I 1 , All trusses shall be manufactured and designed by a prior approved 1 • Detai � 1nt,�, fabrication and ermection shall conformer to the Steel way truss emanutacturer to the following load r Conr�truction Manuarl of RISC, •w s•qu i rseents s a- Live Loaf! - Roof. . . . . . .25 2. All stead to be A36 except ps•f basic snow loan and opt as noted . •4 ' drifting . 3- All we) 'S to be made by Certified Welders to CtiNS Standards with � Y s • Dead Load Top Chord. . : :.2 psf las 3 E70XX ' ectrodes. P Psi et overfraeiinq 4, ®tits to be A307 unless otherwise rtotod. Pm-ovidae standard lata �s " ,, >• C .. Dead Load Bottom C!►ord. .6 psi . . f ;• .•, d. Allomntable ir)crwase in wood roof meAmbMr atrassmes due to washer under all bolt heady; and nuts in conctct with woad• duration of load 15% maximum, 5. Bolts shall be located in the top of vertic,aily %lotted holes and e. Uplift as specified .in UBC fire center of horizontally slotted holes, unlesrs others«ire noted. t. 2. Lumber usttd to aranul'aeturmt= trustees shall be DovQlit Fir of #2 6• A11 pipestructural tubing to bet ASTM A500, Grade B fy = 46 ksi Brads, or better as determined by design and shall haves .+ max +mum 7• All pip: to be ASTM A53, Type E o, S, Grade S. moisture rpnte' t of 15iX at time of fabri ••tion, S. All light �� *• f gauge steel rhapws shall be 33 ksi material , unless Mai 3• Prior. to ' fabr ., cation of trussesq tho following shall ow sub+;,itterd noted to be 30 kRi , Galvanize Per ASTM As era Shapes shown are to te mftrsign agency for reviews Per Angwlws Mortal Systeme:. Other +aanut`acturer's sh,►peR with equal a.••' A shop draaminq showing plats truss layouts: individual or greater A, 1 , S , and R factors may be substituted have I .C.B.O. research r y provided they truss elevations:; bearing ats�tails with connectors to reports. supports; assumed truss design loading arnd , 7 � parasmra _ens;; r and truss m+trter•Eirir m`orres. UJ - }^ b. Truss design sh&ll be stamped by registered prog,,n CONSTRUCTION OBSERVATION, INSMCTION AND Ti=STiM Ong J never . Truss layout drawing may be e i thor st,�r,mp� try e►re;f r'>!rsr c- a 1 t{t torr• pray tow smaCmn i t tee ^D•m,s :tett roi'c(�i nmearr .•�t� that states trusses are d•er s i GENEAN"- ILMK NO ►+►rN.LGW 1141 I CIC H th.r my►,e►d based err ►r*d conforming to 1•you L taubmai t tet?. 1 . All block m+sai7rtr y units to bo tirade N-1 sm :. C . A currmt•nt ICBG report for All t ' pandant testin lea to be retained by awrre+ to ravldo! per AsaTH C90 dry to ypws a truss being 1 ' Inde q intermediate humidity condition prat• Table No. 1 , f'o 1500 psi . �r supplied. Also submit evidene'f of coatP1iancw with all ins octions and urecial inspections as described herein. p itwoo required by ICBG report , ls, Contractor is responsible to cocr-dinate and w' 8. M�rtor ko be Typdr >s ter Type M. , Provide on e1 3. WGert to have moinimt►uar s'2rw th at e9 days of 2000 d. Current n$ y psi and with -` periodic plant inspection reports p�wparerl by to all required inspections end notify testing lab in time tree Oahe 3/A" ntt'ttms egmlre oto. l�rtatict cells or►t! bond isea+ns that contain , independent testing lab Showing compliaiwe with UBC such insptmectiorzs. relttformtit� or etrr!)a+te. items. 'Standard 25-17 and then submitted iC9f) report ". 3- Dma not cover work required ' e. Temporary truss brats , o be inspected prior to ittet�timina `` � ' 4. All work shall conform to Section 2402 through S4K- tion 21*05 of thw w? being ng gradw. I f work i s covered, uncover as necessary. • '" n9 and erection tau relqu) rramswntn: If #JBC. All reinforcwmaeret rYart! (sitw► graaitte, ,ee+r: ��laca wt ) s6�o11 be yea i teeeut-ovary braces require elee•4ants cvutsride t.�•re bracing �,,,r,, systtmr to support loading from the h•,°acs *sri�'` •�^ !HMO a�twli by an i t testing a nc before thor first eo•gp 1 firer a mramuw t) ° - n4 Y direction, aril location of load at*al 2 bR srhYmree� on the -�•"" ."K"° �� i,•' ' .•, ;mtit� before w �routlmnq alt the middle 1 �3 of the weal I . 9l,m�p drawing, 6iitMllAiAt_ tillllSFstVAt ItJA+ci a •�" *Ball be deal ly vibrated And reconsolidated per + "► .r °. Tit", tf)? 1a1 in ectiar+� f, :�obsitw handl ; and stor f r sp �9 required by these ; nil age requirmemsn sr Truss should 1►1ear rise � 400 shelI be 0,4de and to%ted at each be coverm!d during storage and kept dry faitil the 1 . Structural obeoer vat )o++a ley term wngifloor- of record or lots j cr' !0r a structure is aeotrterttm4nt. rtt!p►erlaentet { vma shall be required at the tello.+i.i times curs ;,t 4 , A 10.., .F� Vit. 4p tmmh'lchever i% less. The test <_ r. Provider additional truss*e as necatmar to Constructions n q t M Sett)2n 2405. Y support taetehartiimtal fdMa to pear AST" A615, 8ra�dat 60 as shown an tarifa a•zd sprinkler lines. faor!iina,ter all loads eirtd locatimrms """ F � a • Pr lot to pour �,f foulid4tion *rter reinforcing has been ' " d } tr+fth mse►chanieol drawings. irl%talled in texeovatltan. ba `• �; , Y+ ` r• IPfllaem►l i .r sit spacing shown on plea ata plus text► S. Truss aorrrrctor shall etcercise taartrewtr,r care during erortx>tton If :roof ? b • Artm�r all wtructttrai fr•aa,ietq in ir► place rlrinr to Irmy Y r' e^ y ., r �#„ tt'S's caamrh side of srrrrerrtir►gs a ti r,"• :.. orkows to prevec.t the trasoes fromct buckling .atsoaAly. AlD � r:overinq oath brick vmmm�em�ar or any other architecEcmra1 t. >� ,`'+ .fig f*tr `l wall nee/S . wwrkma�n ere to stair oft trustiees until (a1ywOS)t! sheaibrR �; Cover 1 erg. a A �►axa ltttlt:•: .� i t. Tt10 -n r t t r we t,ir• seta I I t m t i f • . i # ► ''` f> •3. r. . . 11tA1� t } 44's a t 4'-0"' a/c ( sec ortai instal led art; nailed at leant twice to each frw" ,gr u»411 y of r �,r ,.. � + "• , ri wreord faur R4) ► r A i z, .. • *' :m belld boom at ground floor ) plus tttatt � . temporary bratci ►tq is fnst;allvd that Mewtm+i msahutoCf• l►rat:irtq '° twlt•rttiae dor s In )advance or completlon is'1 4ti +s ai ip ' r torso;irtmtents. K abs t Y paint requiring alta `;e" , asp Of wall and at each 6. hates I r►sta# l f tl4rre of t russe% is not to berg i n eaa � .ertpr knot t 3. If additional sit* .t" •'.„ ,�' '=�'",• . >Otrttmtrrmueti i o ter #1.66606- ar'•id roof level , ,, +, : v!+tl i s o r •eit+r lr 1 s %-Aria S r end by the .. r . , f ,,r•-„ :r ,�",'�, ;;.. �<;' r 1 � ,.., - ` ,•. lnvoly" with the 4rrmm^c.tion meet and are i sf tib! rt longle',ecer beetata+srw ts.t 1t1gt)t11eP?!'iris ar unmtrcr ,� g; �" �l ace matte' > horizontally!zantms 1 l r feet each >< 3 manufoc turers' �rec t l on and br ar i nq remfpst r ` steal 1 be ► mK S moi• r a•tr twin ie tr•pm►k the forst l r+ere+r "''''r r• r<.. • Ctrl of s i les or beet a 7. Truss Marwfacturer to in e+tents. w tltgl�, for all time Rtrrt1 expenses involyemli ^s tye+m¢n tfoutt#or inspect all I try a"s of tele 1lgtrp. b/*ts ,• ill' r Ver t i c.a l reinforcing. M fg i n0. r 1 at k i ttq• . Seer+ _ A h to . . .t'w�o t�) tt►fi s i n .,,�n erec*std arid• sheath f . br•: � � ` r � ass . . . . , . ,+,J!b ^'r r•. r • • •Iso then � -O " .+ " ' ` ,bottpIa of 16" solid geroutetd Or bead ,"�• �. ry` Marwfamr tuft mn' t0 submtr! L ter t/f i t ate tdr,l tet t or ' a Ontg imeeW that the i neper:t t an "as waft aN! shat � ��� * � „ ,a � v`r �rlots**", are !n art t�tae 3 ee Condition arld entree t with 61660 areftu f eC�%' Mss 1 an16 , `ft aa ��'' :, ,� M•""�" t a •' !6(rett t 8.) tr 3's i n ," " e : . . . Znstalletian requirmommt�s. t,r '' j sa a Attwat Of !4''•t 1' r bend a + • �► r m +' „ c ora i iP . oa tori; or y i �� J :! Y" rmr m " • Extoi%d. re4nftrclayy •�,-o• .r.,, .1 t •" v �• ," T �' ,� ;'►i'';�ir ,.•� t steer ,�aasb. ` ;`.,, tet h >. (s � ''� "4tn• <�, • + .,x �: S� yt,5 q ` �. ..'�'" to Y'-1i+". r . two (a) sea's 141 ;fid 't• � �mtrr bA t<ttlA Of I qr 4111 tWd it ww✓ 17r , 4 . •a A. esrr�d i!'.n;. Yes , 'u. `• �' 1t �� ��mt'.L't".•.. 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MH W AT EACH COLD F O " _ b STREET GENTERL INE v L AT [ACh LIOE OF r!L5T iTfUCTTJRfa. ~ w - ----- - 0 U = - 41 AT UCN [MO OF aft rC.tAYa yTRE�T y �`Z � I � ``` --- •� - - -- - - ------- - - - - - - _ - ---- - -- - - - - - __ - _ 9 AT LOCI'Pf P N[CES.lART L. UjdLT I liAgMG AT TO 's PEET ' O�'J'J.C)O NEW A.G. 1*80.00 / 10:1 A.G. TAPER 0 L MATERIAL K @E PRE I/t INCG,ASPMAIT IYI'INP>gNAT[D,NON[XTINUDINQ, ~== I CURD RADI 1S /REMOVE S6 LF CURD RETURN - �EAIST EDG'_ c - A.G. END CURD 9 S/W _ NI'IN A T'NICRNEii OF (/2 INCH. i` t` -� _ .•.� b aIL MESH - _ 25' - _� EXIST CURD '� ® I7' LEFT _ _ - _ _ _ - - -- - --- - -- - _ - - - - - - - - - - - ?t"a"r -,, 1 CA AMESH 2'OF 3A1' MIIRIs - r REMOVE EXIST. _V p �.�' !. OONTRACTN7N JOMTS @AS[ -� .t;.w ••'. b:''"' A SFMCMNi TO V. NOT MORE TNAa1 q .EFT 6 TK 00"N of THE JOFNT SMALL X 1y LEAST I� INCHES SECTION Ii-/1 I 5IDE-WALK RAMP. . 2 I GON5'". NEW d 5;, 16/W. ' -� _' S' GOhG, Sill -• `41•, �' GRAVEL SHOULDER @.5E Roar Nr o aR yA`-o a ►6 cOMPACT10p arsE Roc1I aHAu @E To I _ tIAORApE a STREET sTieuCTUR '1 N SIDEWALK K y. - e—� -ems A.G. TR A N S I TION £ x: S , 7RCIEVM L ME TO>1. ' SID l RAMP (GS-3106 ► / MIN. w,TH 3 TTPE II ODJEGMARKERS. I L OOMCRE7 JINALL HAVE A I 1 '� �7 ✓i _ _ -(As T r" REQUIRED ► wNN/UN1 6MAa<INo aTRENGT" of, 3000 Ii1. REMOVE GONG. _ . : - _ Nl OIIANIAOE RIOP-KOUT 5'ou►M[TEa ?i .iT1CPIF[ I "TV ti OATS s SACK wx . Ir WALK . /r F.W. �� -- - - -r' - _ � - _ -- GON5T._STEPS A"D _ - -- - - - - -- - - - --- - � Q) A. LO. PLASTIC X *TTN THI COIJPI_IN: L t CU" @JM xSNAUI N0. A n!orN[iED JO TNT 1►TTII A MINIMUM ku V -LANDING AS NECESSARY. IL "I CUT AUCI A TY 0'BM LAT IOE O O ROSRAI 3::ND K OOIIE DRILLEDFULL DEPTH I/2` RAOKIs \ O - //� � • iAM QR' vERT1CAi,LT M'EACH'SDE Of '1RAN1 AND NEPOURfO TO FULL DEPTH OF CUR/. i N:OMIa N JO"n' SNAU. K I/2' PR[MOL•DED ASPHALT" IMPREGNATED � IMT[NNAL aN [QUAL. 'EXTENDNN no" SkgMADE TO 11"ISMED GRADE � � '' _ , !/ % 36'FI /EX15TING 1. StE 0116- N0. CS-100 ANO N0. Cs- _ , UT IL ITT POLE %o/ WASHINGTON CXJI YT'Y GUY WIRE ANGHOR. m _j Z GONBT. RAILROAD TIE _ - - WPtL,IHgVGTON �, '�( O w !i r t � I WALL AS NEGESsARr. 1 »- - -_ nL':LDING WALL- - - - ✓� DEPARTMENT OF LAND USE _ 'JRF ANC GUTTER E:PARTIIIENT OF 1-41"0 USE / Q• 0 1l x FIR To DE RELOCATED. 0 u / I !- 5LI!LD dNDER CONSTRUCTION E AIS TRANSPORTATION � COMMERCIAL Dr`ti'�F_1NAY� � C��r �` ���•�'� / I AND TRANSPORTATION r g !! I MAT E IST 'W GRADE BREAK - -- '" .moo da6L DRAWN APWA MO. WARN.COW V nM 11♦ Cf&� I � 11 r -- �....I ----PROPOSED L ,ur, _ 18 (MOD.) CS-300 �.� ��� oRAwNr AMA No. wAst oouwr.� IINA � V , - �- - RW 6 NONE / \ %! I I I S.5' i 5' GONG. WALK DW-201 � w � � 21' FI � DIJILDING UNDER � ) _ r CONSTRUCTION j r O / PROPOSED / nct'AT-OF•LONI C1.1C1tDq�NM T uJ Nu' PARKING LOT r 1 \1 ftst)wTlol.l R 1RED� ( --PR0FO5ED CURD It J >� CL r /! / W �"~- 5-- GUTTER �'1 �?A Q IFIR'� CL I I =J-1 Fclulte J01«r SEE MOT[ 6 I / Q r p► �`I I I I a Q- �—2 x I SFO UNDA13U I LD ITION/ 1 FOOTING - - •� -o ! - � - �MPA�mSU@GRAOE !! — — - - •- - - - --- - - - -- --- -- -- - - ----1 SECTION ►1C „_11C11 SIDEWALK ADJACENT TO �tt8 NOTES. NOTE: EL` VATION5 "NOT” FIELD VERIFIED I i•. OONCJIETE SHALL NL SOW P2/ AT Er OATS i SK11( Mpl. SiJAIaP RAIXE OF I K` i0 3` L PAIQS TO RF S FEET LONE. W 1 Ex/1►NagN -- JOINTS TO K RACED AT - VT1lITT' wmTS w"EELCHAIR *AMPS.R AT SPACING NNOTT�TA> rx�•iOACJES 40 VG 1. FOR SIOEWAUCS A04AMKT TO THE CURT Y 000RED AT THE SAM AtJE AS THE O CUR@, THE JOeNT @ETMr£EN THEY SHALL BE A TROMI£LED JOIIIT rIgTM , MI«. I/2'RAORJS LL I 1"'•1 '3 ?tOCbAL.X SMALL HAVE A MINIMUM TMCKW.SS +'IF R Fu- u' •_ N N _ CUII6 O USED ON I • INCHES F MOUMTA@LE W N a N UJI 0 +IOCKALII fs 91TEN0Ep AS :'ORT10N OF gRIVEMAr. �' -- Q -__._ _._—•--- --_ __ G ATYERNISE SIOEMALK SMALL HAVE A MINIMUM T"CKAESS OF 4 MC1115. -- -- - - - l0 -4. ---- th, t11 O �► A f) C) 0) O N W I •. DRAIN iLOCKOVT3 IN CORNS SHALL BE E71TkHOED TO�lC:((FSIOEMAUI WIT? 3`OIA. PLASTIC I Z O O Q PIPE AT 2% SLOPE CONTRACTION JfJINT Co IIE PLACED OVER PIP£, u ; (9 l0 Lu � Q_ in N _ > N EXIST TOP OF CURD (NORTH ) c = q > v WASHINGTON COUNTY 0 C�IN _ EXIST CENTERLINE N N EMIM4 S �^ EPARTMENT OF LAND USE CONCRETE Slf?t�IIA1 r~ EL 236'- - -� 9°K� - —� _ _ v t' -EL 236' AND TRANSPORTATION + w --_ — _ _--___ in 8 __ - N ���oATE CNVNL NaSODP�N - - EXIST '2,r rx _ -..L'[liL► ,�'"'�� �� '�".• NO. MA#L CouNrl. YOB GUTTER GRACE -- NONE C$- 3Ci�. f FS I � $ - PROPOSED UTTER Q AD N _ _ 1 EL 234'- - - --- -- - I -EL 234 �. I EXIST ENTERLINE N ui � ` I U LL; � EL 232 - 0N wCVo1 ,- 7:1 -EL 232' U) 00 ~ Z ����a�� `~ Z OR CENTER RAND ENu ..(A F+'i SINE RAMPS .�� O LL I I CMM LAM WAAS) (PROPI LINT ']AUCs) (w"M CAT" @Ai1N �� ' • /1 � I I - ( s TATMIN RADIUS) EL 230 - �/ � I w s 00 CCS ,n �, NOTE: I I- C' c.D U Q CO DENOTES PROFILE STATION DOES NOT EQUAL GENTERL INE STATION w p N EL 228'- - - _ 0 T_ z co -EL 22H' � •- Ir 1 In i GO Z EL 226'- ---- - - --- - -- — N O T -EL 226' I 0- a C6NC_ CMI@ • 6UTTD1�'_- /` cum rRAMIPTION ' �'. MJrFINNT -� . -_ rOi�r' ICY t, 36' MIN. - JA* MAX. I � o� _S 1 6• I. 100 3"VALK Dl TAIL, SEE DIN;. J••• . • uFs: .Fo o-soy E l •�• 4 rROParn - _.-. -- - - - -- --- -- -EL 224' RAIp L[NaTN -M GUTTER DETAIL, OR SI1:E U fG •• •' t Vt MAIL 3 I IQ CS-301 FOR CURS DETAIL ••♦ , RADIUS I `.•� ' • " SE[aRLx SL• 2.4 _--- ` P '•71OT 1 SHALL NJ£ AS �IR7.:�: :A:R[ON UNLESS OTIERMRSE APPIM'1v�ED ' _- ' ___-- THE ENo1NN:ER ' LSAV CUT EXIST A.C. L FA I/ENT \ i COHCRETt: 7NALL OF 3000 PSJ AT I 6• Ill cow. I ! I' CONC�IETE Zt DRYS, 6 SACIt IRI, 4LUNP EL 222'- - - - -_ --- — -- > - — EL 222' RANGE I-vt` TO 3 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 — 2+40 2+60 2.4-80 3+00 3+20 -:' ,�+•-o -tr2• cu►sa A.C. l Ct•tY S�.U��, DST" C_�F`'Y ' CMI@ 1 PROVIDE EXPANSION JOINT oN I.ACH I . . 'SAL-1 PLKJZ� SAI Q/1Y. ""� °"T'E" D s1DF RAMP "t,of W-co7 t-wehad 401 on— '—"� ' ''�• S . W . CORAL ST . PROF I LE I 10ss$ IV—c' gw�gQe1 APPROVED FOR CONSTRUCTION SHiNGTON SOS INT`•' ; - , cl��I ,t,.rPAIA . CITY cr F T I G A F D �. EPARTMENT 09 '.AND USE sioFWAI-K RAMP TYP I CAI_ STREET SECT ON ? � � �y�, ANO TRANSPON ;%TIOP! I~ �I`� .� �Z*e C)F -��k�-- IY*4&v3-91 -,III E F r _ I ( ___ DATA CMLCML AMAIDIAPJI Ow-W14 ( API NO. WAGX MI N" "a No �E r dLzd w`- � /! NONE CS-306 IllY - - _DAT!_ F•+ � u II?'tH,tB DOG0WENT IS TT.'SS . 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