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8635 SW SCOFFINS STREET-2 REVISITS RY PFI, RrP, 11/10/94 • Sanitary Sewer and Storm Drain: 101 t01 1. Pape shall be PVC sewer pipe conforming to ASTM D-3034-SDR 35. 2. Where the sanitary sewer laterals are within 5 feet of the buildings, Uniform Plumbing Code requirements for pili: type shall arpp!y. The; contractor hcs TOP ELEV 400 QU the option of using sewer pipe types acceptable under the UPC for the entero �I = length of the building service lateral (from the connection to the existing I i 100 100 lateral to the building). ( V 3. The reviewing, approving raid inspection agency will be the City of"Tigard � J Building Department, Plumbing Division. at`` 98 4. Storm drain pipe shall conform to either ASTM C-14 concrete pipe, (;;ass 3; ,��" ASTM 3034 PVC pix; or be HDPE pipe with a smooth wall such x, "N-12" SCALE: 1" = 20' 99 4 gg pipe as manufactured by Advanced Drainage Systems. Within 5 t'cet of a Q) W building, drain pipe shall be ABS piping or other type of piping conforming t to the Uniform Plumbing Code. 5. Backfill for the drainage pipe shall conform to Class 'A' in unpaved areas, I BOTTOM ELEV. 98.0a� and Class 'D' in paved areas, as noted on the detail sheet of these plans. I� \ 98 0 0j4Q o' o 6. Catchbasins may be prefabricated catchbasins or poured a� place. All ,� Q CL are to have trap and siphon type outlets. T L. 3301 PI ASC 2" DRAIN ROCK AT BOTTOM OF POND Amrn:aa lcyw.."�e 94-ri ion t4 R' SECTION A-- A I _ ----CONSTRUCT LANDSCAPE WALL AIF ! 1" 00 (SEF ARCHITECTURE PLANS) .. 26' �\ 62 18" / 9' (TYP ' 18' I T r"P) 6" ——{ SECTION B -- B - l UN S iRUC T 5' .�-- T.L. 3400 SIDEWALK �1 C , T1, 900 r to Ct 0 ri 5d l o rl I f _ F1 V1G '6—' I s l ..a : o+ h.. 1j H; t::- c Cn O , / -TOP OF DETENTION t j h l l ) {� � - CONSTRUCT 5PROPOSED /CONSTRUCT POND . - iI CI ,O riq SIDEWALKBUILDING H, RAMP j FF - 119.00 r ► FB = 107.00 1 h +h PI I n n i ( ;-• �- I �-! i- :ONMECT 'SEW SAN. LATERAL j$,Z 88' 1 / ; ` TO 'EX. STUBOUT RIM 104.09RIM RIM 98.25 8" INV OUT 102.09 (S) 'Ps, / 8" INV OUT 97 09 (S) sy�i v' 2.25" ORIFICE ,P rq 8" PVC J q� '►'y L=6.68' S=0.5345 / 36.72' T.L. 3500 9' FG-100.00 ,8" PVC CONSTRUCT 5RI� 103.00 -� L=36.93' ---_ -� SIDEWALK E 102 91 2' IE 101.02 IEIE '. B 8 5=0.0051 3' O�I��C Com/ -Ty ---PROPOSEDi i i i i i ii 5' ROW DEDICATION / / / / .' _L_[�1_LL ._L il SLOTTED DRAIN L VCL OF OVERFLOW 'DITCH-----� 30 S-0-0078 '" .................. 10PVC ti4`L ~_ FG a 99.00- \ � "� 30' EX 1;'" WATERLINE � ���7��C�o2 7 20' L=9.00' CL STA 1+65 91 5=0.2 44. 10" NV N 99.00 (NE) SW SCOFFI N S ST. IE S cy3 .. .' .......�........ a: I 0+00 1T00 EX. SANITARY MANHOLE ,,6891 1L'" INV OUT 98.80 (E) ` �� {- W . _._____ ► --___..__�._.^ '_. -- _ 1 _ __� _�._ 1 ..{C�• r ___ 1 � _ ._._...f C� 'a' � J w SG'D��,/►S J/ ► tl..w�" EX. P' _ J,ANITARY LINE �r EX. 8" SANITARY LINE `"=/ EL r vim W 3 EX. SAN LATERAL EX. SANITARY MANHOLE OQP �E 96 60 -•/1'ufy z CFJ ��04 C- —CL OF EX. DITCH EX 4" tNATEPLINE �, �Q 0 (7 W d co co a T I 300 1 T.L. ''6101 1 w < 1 a T.L. 3701 Cn p PROF DATE OCT, 19a4 SCALE 2 %QAWN Wr:S ORGO"t 4, r 1 �wg�� v 9 4- C, !71r:o(tins Street,4635 'SUP 94.0324,ME',95.0203 'r 94.0043 1 ,,I 17 CIF' A CHFF.T S mum If this nolit•e appears cle;u•e►• 111,111 the docurlent, the document is of marginal 4111;11:;1'. 11i4t1111f1," 1 ���►��i.�i i �a��i�i i�i�i� rli�i�i i���� i ��i��� i ���I�,� i������ i�;�i i i �i�t�i i�i�i � ��i�i�i �I�I� � t�����M �C D Ii�. I,MQN IAtJpE Mk Alli24X �' iiiin�►uihi�l ni�f��� `�i �;i�;i f�i � ��ii�fi��n iinliiiiliinlim�iiiiiiii���iiiliiii�ii�iliiii iiiiliin�,n�l�n�����ilnii�iinln�i�nnliiii�i��i(in��in�linl nllln�� imi�nl�!illl�t�� ami tfii�r�it ,:- �.. .�,illi,� s Stir+or�M: iilEVISIM BY 1. N4W street sectiotns are to be ckared of all surface vegetation wid u►her r-1 M C -'. e tan ow st!'twtwcx or matccil 6, Gcub Improvement areas to retrieve all bead veltdative matter and debris to a depth of tr" below subgrade. propoly dispvw of a)I waste Mwerial. 2. Irntmadi{ately folkowing, tine grading opCratioru, prkx,t' 1011 subSWC areas to sohiova 95% of rnaxiu;um dtaisity frn' a 6" depth per AAS11T0 T99 to t inctiad. 1?rtibankltt nts or tills are to be coa- Arucled in 6" maximum lifts, r L. 3300 with each lift being compawtc;d to 95% maximum dry density prior to proce,e"S with the next lift. Areas to receive till urc to be inspected by City / of Tigard prior to piazement of the fill. Soft ur spongy w : are to be excavated atld rccuinpacted either with native or select material. 's, Aggregate base rock shin! be cv1t�lrcd rock as per Amari.an Public We.' Ausocuttiaat specifications. Aggregate basic is to be compacted in 6" maximum lids to 95°0 of maximum dry density per ARVTO T99 test. City of TiRdid is to inspect compacted aggrogate section mor to paving. 1 / 4, The first lift of asphalt concrete is to be 2" of Clao 'C' A.0• as per A.A.W.A. specifications. The second lift shall be 2" of Class 'C; asphalt concrete as per OSHD specifications. v �� 5. Inspection of subgrade, bmerock, ai)d A.C. will be made by Project Engircer SCALE- 1 " = 20' and City of Tigard. Notify City In peetor and Project Engineer 24 hours W + before start of work. j Row cl 6. All materials, installation,test✓ and irspectia.s 'r► km in strict accordance with (' r� ( / { r City o Tigard specitit,ations. 7 ATi ,public improvement construction permit and permit bond is :squired from city m. T L 3301 �-- 20' ��____ SID�wALk �-� � Q,. / \ $. Sawc:ut straight matchli,ics to create a butt _joint between the existing pavement and new pavement. � 9. Notify utilities, per URS 757.541-571. AVG k�LOPE 3.7% 10. Traffic control must be provided for at all times. A traffic control plan must -- - � be submitted to the City for rrvic.w and approval bcfc>;rc any work may -gill. An6wicen Ixgwo Silt 94-75 10-27-94 \_4" OF ASPHALT OVER 1 STANDARD ' URE - 3' OF 3/4" - 0" CRUSHED rl Cr Water SLL�p1M. 12" OF 2" - 0" CRUSHED h,Jch 1. Six inch and larger water wains s%all be ductile iron ;sipc con;orming to AWWA C151 Class 52. Pipe is to have c:ment mortar lining and d bituminous seal coat conforming to AWWA 0104. Joints to he push-cn TYPICAL CROSS — SECTION jcint. Pipe fittings are to be of the, same mate-rial and class as pipe wird of \ / N r, domestic origin. Pipe is to be laid such that it is supported along its full length, including digging of"bell holes". \ 2. Twi inch and smaller piping .hall conform to acceptable pipe types as \ \ / pernYitted umlcr the Unifotm Plimting Codc. All plasti., piping, shall be I \ installed with a 12 gauge I;opper tracer win: with a blue coating. r \ 3. Water mains to have minimum cove► Y,". 4. Thrust blocks are to be provided at all changes in direction and branches. Thrust blocking concrete str-.ngth is to vu 2000 psi. See details for thrust blocking 3izin,-. Pour thn:st blocks against undisturbed earth. 5. Hydrant pumper outlet to face the;direction ofaccas. 6. rranv:ar backf4l is to be compacte+ to p5% traximuni dry density per AASH TU T-79 test method. Backfill t>rn,ier streets shall be V'-O" crushed rock backfill. \\\ T.L. 34 OQ 7. Al! waterlines will be pressure tested and chlorination before connection to ' the City of Tigard water system. `ti r 8. All materials, inti lln6on, tests and chlorination to be in strict accorduncc �.- �,` / whih the standards of the Uniform Plumbing :'ode, the City of "Tigard 0 Pluibbing Division, anal the Oregon State llcalth Division Administrative T I_. 900 ' .._ _ j�--------� \ Ruhr, (;banter 333. 9. On all piping prior to the water meters all materials, installation, tests and Q) chlorination to be in strict accordant a with the standards and codes of the e City of Tigard and the Oregon State Health Division Adm: tistrative Rules, .�. Ch4oer 333. Jill W r o z . , PRQPOSED BUILDING FF - 119.00 i T `� , z p �._ ._ PVI STI, = 1+25 FB - 107.01) - - / "' c3 s ( PVI EL;V 104.38 J W l r ( I _�, - -—__ -- - - - - ��' c m►- 50.00' VC \, DETENTION ill W R RVICI'- -- I — POND T.L. 3500 IN i" '�` " oro / BOTTOM - 98.00 \ � 3 in INSTALL / \i/ / d > W + o IN ALL ATER MET � ---� g0' BAND m W/ TE3 ~�.` lam/ 1 t 0 -- -} �- ~`, - I I `'.,7. NATURAL GROUND AT a n NEW H RANT � .�_____._.___. _.� TOP OF DE TEN TION--— ���'� 06 S� T� V) I� --J� NATUR•�L GROUND AT -� STREET CL V, J �- POND - 100 50 �CL OF ObERFLOW D1TCf; PROPO SED CURBLINE: \ U w > + oo D ' ,0b.e3 6' DA-- 04 ' -SLOTTED DRAIN TAPER AC 05 1 ` �� _ z 11 _ PROFIOS' I) 5 ROW DEDICATION W � - '�toc t0d REL.Uc:ATE EX !DRANT-'-u. �Tuc �, ' ce EX EDGE OF PAVEMENT ( r \~ �.1___ �- MATCN NEW CURB AND �V EX. 12"\NATERLINE _ v -� X 89 f�- -- �y 6 5 'IDEWALv. TO EX CURE = r - _r \ AND SIDEWALK 20 " `� \ PROPOSED TOP OF CURB --J ' SW SCOFFI N S ST. 3AWCUT SA':dr:UT` ,+oo , SAWIC'JT 41 •/N'. -X A� ,4684, ..._.__.._......._...�..�_...._..�._.�._.._.... .._.._. _. -� ..�...- ._..._--- ..- • ' UJ _ ......_..rte-..__..... .._-.-`.._. .._..-« ..._... L STA 0+00 00 = E SANITARY LINE EX. 8' SMNTARY LINE P� f PROPERTY LINE �t a �+, EXTENDED TO Ct. �" z 1 EX EDGE OF PAVEMENT ------- --- ---.__ �._�--------.�..�,� CL OF Ex DITCH l a — �►-- _._._ .. `� EX �}'• WATER,_INE r._ v, \ r ZZ I rj`� 2 Iu a co ;5 t.L, 3sc000 T.L. 3801 1+00 T.L. 3701 0+00 i < SCOFFINS STREET COXt.� ... SCALE H: 1" 20' U PROq' DATE I 'r ' I i,A; 161 ��GALE 1 _ 1 DRAWN wc 1 �eGoN ��) JOA� 44- ScoHins Street,8635 --,�K A. SHEET UP 94-0324,MEC 95-0203 SIT 94-0043 2 0{ 17 If this notice appears cicarcr 01;111 the d,1,,mnent the document is of2. 4 X mar�:rtal quar:ty. INCH 1A AM�1INiJN�i� �����{>��.�►��i � iai�i�i�i�i�i�i fil��i�i�i����Ii(r��il�i�l����. i�i�i�i�i���� ► i� i���i �✓,�i�i � i�i�i�l�i�I�i I���II���I�II� 1• ����� � �-�:E+I_i�il�ll i Illilll�lllllllii uii{iii '�i 1 �,. . (� ►iii � t���+fain nnllnlitillltillinlllllllillllllnl�llllillll mill(lilillllllllllllnfil� llill�nnlllll�l�llllul��i l llr.lnn lln111.11 lilt �i i° t 1lfi lllinli NEVISIW: it • :`: 6o W_U nnW ESTIMATED EARTHWORK -QUANTITIES (EG TO SUBGRADE) CUT 2500 CU. YARDS FILL 1100 CU. YARDS Cr NET VOLUME 1400 CU. YARDS (CUT) � lrJ SCALE: 1" = 20' cr- 41 T.L. 3301 Gra art and PA L The e parkin,{ a[1a is to be stripped of the organic layer prior to placing base rock or fill material. In fill areas under the parking and driveway areas' restive or imported II ,le material is m be compacted in G" maximum lifts up to subgrade elevation. U' 2. The structural section of the parking lot shall be 21"' of Ciass'C' A.C. over ti" of V- 0" 0" crushed rock as a minimum. Proof roll subgrade prior to placing of rock with a � So / as loaded In yard rack track. If soft areas are obsarvcd, excavate areas and re-compact 17 r0 with either clews native material or crushed rockif large sections of the parking I 1 1`1 ro area are soft, contact the Eni;irreer for possibly the base rock or asphalt m C / thickness. O "0 "st49° 1 3. Snipping from parking lot areas and other excavated materials shall be removed 4 Ile 4e 's---' / from the site. :c / 4. Extruded curb is W border all side of the parking area not adjacent to sidewalks. \ 5. Messurema7ls shown for the puking area are to the inside face of the curb where / applicable. Where extended curbing is to be placed on the asphalt surface, the pavement should,"rnd I C" further than the noted d±mansions. 6..14'x'Le 9471 Io-Zl F ' 71. 7. x man p4 112 FG rG , _ ,1363 �� rC I1J16 /14 ti " L �4CI[i n0 - 11224 xsrc L 900 _- 7c lossom C Iapn 0 c i 10713 0 C F0 �.� IM i r6 0 PROPOSES1Pi°" 1ro as •V J BUILDING rc / FF — 119.00 ` SEDIMENT FENCE 0 ,a. FB - 10700 Ion / 0 W 631 1G F, Ica i 106.0 I / 1 TCP OF DETENTION IM 20 POND . 100.50 / m o7 os 00 8 rc D PN 14o7c 10`�e POND T.L. 3500 1 fusee 7 BOTTOM - 98.007e. Ss c I e ter aEWME0111 CL OF OVERFLOW DITCH t.b7x SEDIMENT FENCE 1 I PROPOSED 5' ROW DEDICA11ON /R II 4 1 11103 1 106 3 7 10411 1 #pr,J \ ro0 30' nog ` r�pL V Iol. a 10C,60r0P E%. EDGE.'l)i PAVEMENT N 20' 0 8 8 4 & � SW SCAFFINS ST. \ N 0.110 I:oo \ 7 r \ !� O0 E%. EDGE OF PAVEMENT '17—CL OF E%. DITCH CG P wpm F . _ . _ . _ _ . _ . _ . _ . _ . _ . __ ism 0 CI. 3000I T.L. 3801 I N' I TL. J701 Mf Q l��TD FR( N DATE 3 USS GING. i 0;T. 1994 SCALE I„ 20' DRAWN WAS "9 Ott Is. 3903 \G� JIB 94-75 q SHEET I Scoains Street,8635 94 J B IP .0324,MEC 95-0203 6 4 SHEETS SP940043 3017 If this nonce appears clearer than the dor wnent, the document is of aim ginnl qual:Iy. In" +�Itf�+I�l(i IF.�#lIli,i i Ijrll{III{Ili! rli{I!IiI{IiI IIII!I�gr[rl�!�ilil!I�i{I{I iii!ili�l{i!i ilI{iiilillli ilili{ilil�!itJ11ij1 ►1}I�1�1�1� CD ilini m� d nitnl nihil a NI nullfilurinu nrilnlllndliiilmilinllniihm ilnhn uilhilllminulunlnuhinhm�nnhnilnuilm uldlm unlllnum{liu lil1hu Illinn _ lural I 1 i i i 1 f REVISIES BY / a/a 'SAtO IMfA�� w_OCl pr �V�Y ADS . . 3333 ,., •• I ��ig11w~le�irort+e � ..._., w aal� true i�+l IMA f tiMa yii lRr isllir wu�r eapo _ I r y4, 1" i1 I• M 1,a IA -.._ ... ._. _... . \\ fir' 4hJ�T�JOaR tl q� '. 11yr/11 r� w l�J/♦♦ QQ . ..r 1 11 At) tM 11 4 -"•• 1 •,: •_. \`\\ KYrrr�\C� OIItCR11 •, RIFtO•L04fYt(1111. •,3333-•-- ..i,... -. -..... _ - ormu0. 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APWA UREGGI`t CfiAaflrH \` l P� t�F'WA OF�a.•?Pl CHAf'tEli my - APWA OfiECiON CHAPTER a' .••s+ . w •+:w.k "c.Y s tr �"'� '+ •I tyre Ai PL ��IA C'{AP�Kn R Yw.IK'\A{C YQ7P K19.a Ws K 41tD rM 1/•'10 R ti1MC t1 CLtf 736` 2tl0•t• M K Mw edl YM+Mt 1 KT WIM Kn i•NWA&M KWI41I alM ON Mt.►.a. 1 A .' r aCwl' �-. •� WIN 1.41 KI a t1^T"4 M••.a r+aW 1Urrr<VO+. *t rqr eOIMMAC �p•1 r�;� +Ill 4•/1.. rrrlt ..OipK "•c11r[ts a�' coil J_`OI R t A K a01NII to M a,ya oro wo.11I 3/4'TO 2 1 rrl la ra corM[rllr rt p•o •un w�.,al AND SIDEWALK '�ii'�"r'dI" 'e c" "t TFiille6T�OC.KINQI W^TER t�2OTTTIK] • lir r+ rr�r 1 K rw ro .•cccaG00tc arr 0alaw 1 ALLEY APPROACHES • 1 8Y7IAtt►1 • a low ium W A"J111111011111 how •11 >...aa r- +.c k-4 w �lat lt/MM�f Mil aw 114164141.1eiM ewr.o NM1 tr.r•a� 2'00 � w+r 1992 2WbatAlt tI MAI 1 � ���r U�Ir 199! MAY 1992'M� r.iwrc .r.rpoac h.c+w •�rwcoso.c �� nu..r r+wa•1 oal �Il�ar•.aq/1��11 r�.a ' - - - -• 1 IrllW ry w• N STEEL-PLATE INLET SHALL NOT BE LESS THAN 10 WELDED WTH rax; w 4 �"w`I`�"oL .1 i ♦ CGNNECIITH THE STORM MSDRAIN LINES. ATI"ED FOR I OAQ ` /'�--•...-ww�► •nuc rtw`""�w ..y14o1`?or�' IN EI MADE OF CAST IR:)i SHALL HAVE A WA.L r11C4(NESS OF NOT LESS THAN 1/4' IMTH SLEEVES ATTAC>IED FOR CONNECTING THE STO+v D9AIN LINES. �qp STEEL It)LET SHAH Eu• ,IS'PFIALT COATED INSIDE dl OUT -to'W cu-t- CONCRETE INLET SHAiL ►i.AVE A 'NAL, THICKNESS OF 4• r ,� �� SOLA 110 Ll"K BE REINFOPGED :iTH 04 BARS • 6- C C. ' /I/ Track r tYL'�•t Mx+l rlrt ..__ cc.racrt Ir11.0 oar •1J-l.`. +. ' .�� .t •. y1jv p.,�.�� pr +/ a .M Ba0.0 - •• tf.rr(, 1____,_ �---'-IJC. 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YYYY ••• 6ARIMAL "WITH 6• BASE SOLVING. MALLS WITHIN TWO FEET OF M y 1 >r.T FLo©�- - .fy - URINALS NATO CLDSETR TO NAVE MANY. EMOOTN. MM-AK.MBEMT SURFACE TO A EIMI NUN MOORT OF 4•-Y. F- TOILET RWII OOUPS TO BE UNDERCUT 1- AND VEMTILATTL PER CODE. , _ — -- -- -- -- - - - 5. LOWER EDGES OF LAVA--R' ARE TO YC ADOPTED 2. 3• .LBBVE FINISHED .__ FLOOR. ' 6. I.1RRM LENGTH TO NE 2 -6• HILA: ROOSTED MINIMUM 3'-V ABOVE PI M I SMCU FLOOR. MAR BASS 1.102• DIAMETER, MOUNTED 1-112• FROM WALL• RAPS SHALL ME CAPABLE OF SUPPORTING 308 LBS LIVE LOAD WITH" PERMANENT DEFLECTION. B. LAVATORY RIR NE16MI 33• TO 34• ABOVE FINIENED FLOOR. o i2 114 ' I '-o � 9. LAVATORY TO HAVE LEVER MINGLE LOCATED MO MORE TNA. I,. T' H � L �VP.T 1004 FA011 EWE OF LAVATORY. 10. TUILST ROOK FAX TO BE INTEGRALLY SWITCHED WITH TOILET LIGHT. C/ I1. 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If this notice appears clnar'er' than the document, the document is of marginal qual;;.1% (I(It��i I I I i ( I;I I II►IIII tlll� IIII(I► VIII! ���1►.1� �I�l� _ , I}I� �I'I� I i I I I I f I I I I I I I ., �,,r - 7 tlllt�tltt�t tfrtlt ": tt itttn ttnlnn ttnlurtttltllllilullltinllnlllllilltli!�c.!Intl(mlltlnitntllnl{Illllllllti;litllll!Illlinit Inth►t uttlt►n trt `. f titin' ltirl �' ' 2 ' 2S'ed' rr�al,r�,2.c� Tru►ssr.� c� zy' mu -- 17r1.�° 71 I' a {1 I 14' ic13 X12 / NI MYL 51101NCs COMM ---- Sl'�Lc'�PLR 'i� 12 Mh1. �V2Glyy� St+FATHIO�k'a 1. N �\ iI`,._ .- 11� Ttti U I,Z \ Its sl !3'�pX MAII 4'i' n I N ICo F Hcrra - -mom --- �_ - j 46 Jol��6 emorzorl�\\, 1VF t(ii2 WF iex �5 , �� ` �fz 2xc. r Arzt.,4 \ m slal vM,�� '�. 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N SJ.M r DN II S''.L " y_ : 1 I LAtvlPKli7� 1 �" IZ7blp �I _Q j - I !. • P•:Euow INSUI-h"Gd1.. \) 6 GONG, WALL. 4 � t �, I • I � J U) 2" I �u [_ [.1 � `,I'�` �r;5 i I I Il �:ylOu F.Ni 'J♦�dfi? •1 '1�1 1X 41 HvrLi•2G1.] , A,(- "' N II -•oGR'T1 4 ,;� ;� ,.` i CjI� x1d h(i3 �" 1t7i1G .SliA I �` X 7{ `I, - I� W17i+ to Ado i AT 326x- \VTI't 6xG - � � A -� II W2, Ix \Y2, 1 + s{' ripNG Wit: I �J ! W1,1 X \Yi, l ulit+ ','Yl 'lµ X101 2 \VIT}+ Gx,m I' N J \V\YF II 2Jfli t�.P''•'� j I \Y\Y F / A-Lo't - ! F'Lh !I - �.Of`GZ1!"•'' F"1$1 I 1-r_/r1]GfLL'r>✓ '�.^cs r I -- ( }* \� _ `_ _ d I Crt'26 o11T V '� tA4fl+6 Co17" LIJ { � I - _ T`z 2 ' _ --- y� r ._bI.,L f,�fJ',"rr:,rn5.. •., 1) �R�1(� '/'.'. ,,`` 0 / •J -.. •� � _OI - • �'., FDt11JG �. (� ,.Wt�MAJb I � I .1Stk ,._,. � I o .--_' • r'c.�' -_ - - _ .�R;� _ : �=_ � "` -•/ I M � / ,. I \ i`a�+�r4C�-�v I t - � -- ,_ _ �✓ ! � - fir' � _�1 02h•t' x -11 . 79- _ Ift'! 31`4 31 iRs R�+f - oq #5 bks � iiNUDuS r . � �, � ' \• (Q•J ��, p.�p� / � .bNTnluDsc. / t0 � i I -'3 -a'{. 1 ft dG ^LX'l=r I fi y s oJ2" 6L'. -F.XR'11C3 VI -� �`- t 4 -4 --- I I : !' M 11J I r.1To '` .J ") G© ;-s N � � 1 N LL 'T" O _ - • 1 ScONins Street,8635 SIT 90-0321,MEC 91 0203 SIT 8400/3 13017 q ' ' If this notice apliwars clearer Than the doc anent, the document is of mm'I;inal Illlt{111lt►I�t,i1 + ! ihti la+alll{11111 r�111�1�1�111 i1i11�1I11r1i t�1�11111�111 1111111I1�1;1 IIIIIIIIIJ111 I�Ilill.{IIIb �1 ►# k. l� + t1111AN 2 Cthtt �hll �?n� nluu nu6nllullhnlhlliuihm nnlauhndnn mdnillunlnumn6mliu nnitm nulnn unh� -ifi fid Gent •al: I. Approval of this erosion control (ESC) plan, does not constitute an approval of permanent road or draiinai,c design (e.g;. site and location of road:,, pipes, restrictc•r., channcls, retention facilities, utilit.-s,etc.). 2. The implementation of these ESC plans and the construction, mainte"ice, { replacement, and upgrading of th-sc ESC faciliticr is the responsibility of the applicar:t/cantractor until all com;truction is completed and approved, and _ �cgetntr.:r; of laniscatputg i, cstablisited. -7 3 I h* ESC facilities un tkus plan must be constructed in conjuneti-m rnth all clearing and grading; activities, and in such a niaruter as to ensure that sediment laden water docs riot enter Lie di-ainag c cyst:m or yr ',te applicable J water stwidards. 4. The ESC facilities shown on this pl•ri aic the minimum requircmerits for r anticipatcd site conditions. During the construction period, these ESC facilities shall be upgraded as needed for unexpected stoma events and to ensure that scJinicat laden water noes not leave ;hc site. S. The ESC facilities shall be inspected daily by the applicant contractor acid rnamLa:ined as necessary to ersur- their continued f mctioning. '? 6. The ESC facilitit,: on inactive rites shall be inspected and maintained a minimum of once a month, or within 46 hoses following; a storm event. 7. At no tune shall more than one f6c.1 of Sediment be allowed to accumulate , within a trapped catch basi.i. All catci. basins and row cyance lines shall be c.ICanCd prior to parir:b i'ric cleaning; o;.:*.tion shall riot flush sediment - ----.{ laden water into the .owtu cream system. ! S!abilizz" construction entrmccs shall be instilled at the beginning; of coristruebar, and mamut r i for the duration of the project. Additions measures may be required to cn;trc that all paved res arc kept cleats for L`ie duration of the proj"t. Scdiraent l'cilcr: r; 1. 'Inc filter fabric shall be purchased in a continuous roll cut to clic Icng;th of dice barrier to avoid use of joints. Whcn joints arc necessary, filter cloth shall + be spliced together only at a support post, with a minimum 6 inch overlap, .ind both ends securely fa tened to the rust. u 2. T11c filter fabric fence shall be instal'cd to follow clic contours, where feasible. Then fence posts shs►1 be !,paced a maximum of six feet apart and dri,,eti securely into the ground a mirirnum of 30 inches. ., 3 A trench shall be excavated, roug Hy R inches wide by 12 inches deep, �. upslope and adjacent to Lhc wood post to allow the filter fabric to be buried. C C LE`` ' ' TED EAR tNW�RK ' When .tar,,Jwd stren,th filter fabric is used, a wire su� ort fence shat, be � C3 LE QUANTITY !r 1P �\ iEG TO SUBGRADE) fastened securely to the upslope side of the posts using heavy duty wire \ T.i :'!4(i) _. staples at least one inch long;, tic wire or hag rings. The wire shall extend into the trench a minimum of four inches and shall not extend more than 36 w C,UT 2:,00 CL. YARD; ` y �\ inches above the original ground surfice. _ 5. The sta•.ldard strength filtc- fabric shall be stapled or wired to tt'.e fence, and 1100 CU YARDS 20 inc'llcs of the fabric shall ':,,e extended into the trench. The Nbric shall not +• IL� .,• extend more than 3b� above Cie o,,� anal gr,)und surface. The fabric shall not � be stapled to existing tree::. �» 6. When extra strength filter fabnc and c'.oscr post spacing are used the wire NET VOLUME 1 A00 CU. YARDmesh supaort fence may be chminr--tad. In such, a cast-, the filter fabric is fstaple+ or wired dLmt!y to the posts with all other provisions of the above LL I 7 standard note for standard strength filter fabric applying. 7. Sediment fences shall tic; removr,d when they have served :heir useful purpose, but not before the upslopc arca has been permanently stabilized. \ \ S. Sediment fences shall be inspected by applicant/contractor immediately after cacti rz infall, and at least daily during; }-prolonged rainfall. Any required repairs shall be made immediately. SkDIA1ENT FENCE _ ------ _ Not � Erosion Control: 4 17 Summary: '1,q'► % I. 1•t2e inlen' of the requirement is 10 p.event siltatior from reaching storm 1�� drain systents and drainage ways. ILS t N;)I,11) a 100.50 DE N � 2. The minimum measures need to made on all projects. F rE TION a A raver ad at least 50 feet long, is required where vehicles will leave POND T L. 3500 ) S P g req y aor o+� = ss.00 the construction site. b) A sediment barrier is to be constructed of straw bales or a sediment fence �-• t' ^ ...0- where .noted in the details or where sediment will cross outside the work 1 / area. �. .� ..aa�er. �..�. ....�.. .�..� .ilii• - w.. � ' a ( o RFLrx )ITCA c) Where excavated material is placed on hard surfaces (such as streets) material must be broomed or scraped clean as soon as possible. 1_1LC_<:! lig ; ♦ moi �.1 - ucu / d) Riprap exits from all culverts and storm drain pipes draining into the ,c f ' ` — SEt]�AENT FE?Kt I Fk(7POSED 5' RCW DEDICATION ditches or swales. Riprap is to be Class 50 riprap or larger or as noted ` ILL EX EDCE%OF PAVEMENT a _~' \ elsewhere in the plans. -�- e) Reseed or cover disturbed areas as soon as is possible and practical but no SW ����'�� �, �T• \ later than the completion. of constructit .i on the other phases of work. LL, t Erosion control measures such as hay bales and silt fences must remart. in place u.-ill secdcd areas show e.o:vth substantial to prevent erosion. L. MAY Of USCD 5NDIt' iCRu - -•�. W/ 0 14 11 y WORT AND W/ w rw411N, Df DCyCI0r,ICN1 filterhtncrsulerial36' _ I wede roll, . 1, :se staph%or Wile:rings to f r1 i fabric win � 2-by 2'by 14 ge wire (abnc_or e9 CATCH BASIN AREA QRA IN NT s a+13 ,Q ......+�. ......................... ..................tl. .... f7I 6'Mut. I I 0 L� 2•by 4•wood posts. �`� j :r�j�o e!� d. > •�r ✓ ( FOV srardard or better or ?�� as, -' cqualtirernk►a ate.Steel .,e., _: FL tepee poets d lF7a i'f , ear i .��V intoe Radius•25'min. A, •+7�' + -Bury t»team of fitter J I material in tr-by 12' � L_ trench Clean Pit Run or 2'-Mime Gravel PLAN rroti,. rrhgraleReinfomernenl depth �' ,,"► Provide Full Width a finer fabric Geotextilt,as Required _ � e eletiai of unarms/Egress Area* 2by 2'by 14 ga.wire\ { ! FLOU i.b", or cw yv Ilk •'2G turn.for single_ \ enw saner family ant4,du I it reside:,tial SECTION A-A I'Yr _r) I TCH INLET NIS Figure EROSION C0NTRrJL FLANS 13 ioF t t ter Bars - Tornporarw Erosion Control Plans �^ t 3-2 'E'CHN I CAL GL I DANrE HANDBOOR Catch Sao to Protection Technical GuiJance HandbSediment FeFe Handbook Sediment Erosion Corticol Plans Figure nce Technics! Guidance Handbook Gravel Construction Entrance Scoffins Street,8635 BUP 94-0324,MEG 95-0201 --. -- SIT 94-0043 14 of 17 If 111i, r10 ice appears Clearer 111;111 clic t.11cumeui, the document is of ",.is ginal tlua':ty• low li . It,, }11 � 1 1����1�����1�11 IiIIIIIf�1111Ht I���I ' - iilfi�� (Inllnlll�nlunlllllillll�l�ll(Inlilllllllli IlnlnllllIII(Ilnllln;l!►I�InIIIIII�nlllllli�nilnllnnllit7l �`ii ►11111111111111 girt GL R. ELf.E CISJgNCA[ —_ NERAL STRt)('�'IIRAI. NOTES - i� 4k,cbns.,�rJ, stc Ptal.' - Tce. tits •Loc-A11 it . f � QQI�' REQUIREMENTS' CONFORM TO THE UNIFORM BUILDING CODE, 1991 _. ML':TAIS: 3./A'P( THRzg08D -r,JU I +-' I DI,:GfZL'TliC-ftidJ ED11'ION, AS AMENDED BY THE STATE OF OREGON ALL STRUCTURAL AND MISCELLANEOUS STEEL: AS`4 A36 " I ,, 1 S/8 d+ 9" TIIZEnucn '�.rup pJ i=rL �j,� G� , y @ 3Z oc, Mi�cL20 1 I •ro 3eq.n (Fy=36,000 PSI) UNLESS NOTED OTHERWISE. T b AI,ILLE I -/Y l 'Clb EL Qw Ao,bw..x. ]JB.�tIDu- DEiSIGN CRI'!'LUDESIGN WAS BASED ON THE STRENGTH AND DEFLECI:ON T.S. COLUMN: ASTM ASW, GRADE "B" (Fy=46,000 PSI). ' CRITERIA OF THE 1991 UNIFORM BUILDING CODE, IN ADDITION TO THE DER.^. ALL BOLTS: ASTM A307 UNLESS NOTED OTHERWISE. 314" pr P1:7 W ooC7 1�.I- z,G 1✓/;IIL71 C>J 7t FS C 6"vc - LOADS, TILT FOLLOWING LOADS WERE USED FOR DESIGN, WITH LIVE LOADS WELDING: PER AWS STANDARDS. E70XX ELECTRODE AND BY CERTIFIED - • ` . . O�. J• . Y U • . n • V d u J REDUCED PER UBC: WELDERS. ALL STEEL TO HAVE SHOP COAT. - -- - •'�C r—) I-- -•��•�� --"� ROOF: 2" PSF (SNOW DRIFT AS SHOWN ON DESIGN DRAWINGS ALL EXPOSED STEEL BELOW FINISH GRADE TO BE COATED WITH -- ASPHALTIC PAINT PRIOR TO BACKFILLING. 5 ALLOWABLE SOIL BEARING PRFSSURI:. 1,500 PSF 2X10 �P1) /1,2 k 10 �Co K 2 "% O e� . Ar DESIGN, FABRICATION, AND ERECTION SHALL BE IN ACCORDANCE WITH THE \ 1/4s*�� t9r yam,, Tf,,J.y6fs�, STeEL TRossts SEISMIC: ZONE III, Rw = a "NSC SPECIFICATION -OR THE DESIGN, FABRICATION AND ERECTION OF In P, LJS 210 ✓ ,} ` �_ j 4 Pr G STRUCTURAL STEEL FOR BUILDINGS". WELDING SHALL CONFORM TO THE AWSswcI WIND. 80 MPH - EXPOSURE B CODES FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION AND SHALL �_ 3'/Z ,cZyz x 6/1` TO >q 4 E 12 \V 1 BE 3/16" MINIMUM UNLESS OTHERWISE NOTED. WELDING SHALL BE BY AWS rcr -rHeHr ^CETt�e6 J EXISTING CONDITIONS THE CONT%ACI OR SHALL FIELD VE RIF"' ALI EXISTING CERTIFIED WELDERS. PREQUALIFIED WELDING PROCEDURES ARE TO BE. USED, CONDITIONS, DIMENSIONS AND ELEVATIONS. I HE CONTRACTOR SHALL NOTIFY UNLESS AWS QUALIFICATION IS SUBMITTED TO THE ARCHITECT/ENGINEER fR�sses. THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES FROM :;ONDITIONS SHOWN PRIOR TO FABRICATION. ON THE DRAWINGS PRIOR TO THE START OF THE WORK. �� Rr 4KIo � I --.---- TEMPORARY CONDITIONS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CARPENSAWN LUMBER DESIGN IS BASED ON THE NATIONAL DESIGN SPECIFICATION, -TA-6 � ' �4 r art Vr. '� wf/"1'"f� x 4Y Eri3c0 STRUCTURAL STABILITY DURING CONSTRUCTION. THE STRUCTURE SHOWN ON LATEST EDITION. SAWN LUMBER SHALL CONFORM TO WEST COAST LUMBER j I v- _ I y RHE DRAWINGS HAS BEEN DESIGNED FOR STABILITY UNDER THE FINAL 22 K TO �TE-ty . .C . I ExPANs1o"J ANcNo�S a INSPECTION BUREAU OR WE WOOD PRODUCTS ASSOCIATION GRADING I f f1 m I CONFIGURATION ONLY. RULES. ALL LUMBER NOT SPECIFICALLY NOTED TO BE D.F. #2 OR BETTER, 7i � 'TKAJ:J %c Sa `? :} •U pe ye _ __.-- I I INTO eo41 ' Wgcl EXCEPT BEAMS AND STRINGERS TO BE U.F. Nl. ALL WOOD IN PERMANENT I I _j I goT H ft's 0,4 swa ,%aw SUBMITTAL—' SHOP DRAWINGS SHALL BE SUBMITTED TO THE CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED UNLESS AN I I'Isr (rb nzt 1as,pc eF &bL, o ARCHTI'ECT/ENGINEERPRIORTOFABRICAIIONAND CONST'RUCTIONREGARDING APPROVED BARRIER IS PROVIDED. FRAMING ACCESSORIES AND STRUCTURAL f "X " ( I ALL STRUCTURAL ITEMS, INCLUDING THE FOLLOWING: FASTENERS SHALLBEMANUFAICTUREDBYSIMPSONSTRONG-TIE COMPANY(OR I � 56 X 'Jllm fC f I a su•,, APPROVED EQUAL) AND OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS. I Tq P j s y CONCRETE MV. DESIGNS, CONCRETE STEEL REINFORCING, IMBEDDED STEEL HANGERS NOT SHOWN SHALL BE SIMPSON HU OF SIZE RECOMMENDED FOR I t ITEMS, STRUCTURAL STEEL, GLUED-LAMINATED BEAMS, AND PREFABRICATED MEMBER. ALL FRAMING NAILS SHALL BE COMMON NAILS. NO BOX NAILS WOOD TRUSSES. ALLOWED. At L7 Ec�K � a lip r- ol2 GD►.� NJ ec, 1J G o L , [�, =.0L.3G r WIN L." I y2. IF THE SHOP DRAWINGS DIFFER FROM, OR ADD TO THE DESIGN OF THE PLYWOOD PANELS SHALL CONFORM TO THE REQUIREMENTS OF "U.S. PRODUCT 51 ° I U S I STRUCTUFI"L-DRAWINGS,THEY SHALL BE CLEARLY IDENTIFIED. ANYCHANGES STANDARD PS I FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD" OR APA PRP- 1V I + �E"4M / LVL L f ra F„' I fL : I 'O G'J �V Ig J AMS -- S I IA st w I'9- TO ]'HE STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE 108 PEkFORMANCE STANDARDS. UNLESS NOTED, PANELS SHALL BE APA RATED ARCHITECT/ENGINEER AND ARE SUBJECT TO REVIEW AND ACCEPTANCE OF THE SHEATHING, EXPOSURE 1,OF THE THICKNESS AND SPAN RAT'NG SHOWN ON THE • ENGINEER. DRAWINGS. PLYWOOD INSTALLATION SHALL BE IN CONFORMANCE WITH APA RECOMMENDATIONS. ALLCaW 1/8" SPACING AT PANELS ENDS AND EDGES, DESIGN DRAWINGS, SHOP DRAWINGS, AND CALCULATIONS FOR THE DESIGN UNLESS OTHERWISE RECOMMENDED BY THE PANEL. MANUFACTURER. C.ONG 5-(_^P.) aN t2 AND FABRICATION OF ITEMS THAT ARE DESIGNED BY OTHERS, INCLUDING: ALL, ROOF SHEATHING AND SUB-FLOUR NG SHALL BE INSTALLED WITH FACE C. We �L �p-� PREFABRICATED WOOD TRUSSES SHALL BEAR THE SEAL. AND SIGNATURE OFA R4T7S- ?oP CNo¢h ^EG�I N3 GRAIN PERPENDICULAR TO SUPPORTS, EXCEPT AS INDICATED ON THE sL.aE� �/�� uF' r'RJSS STRUCTURAL ENGINEER REGISTERED IN fHr: STATE OF OREGON, AND SHALL BE DRAWINGS. ROOF SHFA17HING SHALL EITHER BE BLOCKED, TONGUE-AND- aA �Pc ;_Uz z C?8 SUBMITTFD TO THE ARCHITECT/ENGINEER PRIOR TO FABRICATION. DESIGN GROOVE, OR HAVE EDGES SUPPORTED BY PLYCLIPS. SHEAR WALL SHEATHING SHALL BE B:%.SED ON THE REQUIREMENTS OF THE 1991 UBC. SHALL BE BLOCKED WITH 2X FRAMING AT' ALL PANEL EDGES. NAILING NOT -- SPECIFICALLY IDENTIFIED ON THE DRAWINGS TO CONFORM WITH TIBC TABLE _— __ _ C-IST•IN-PLIC- CONCRETE MIX DESIGN: PREPARE DESIGN MIXES FOR EACH -- ----6-- ----`---- - -- - - - - - ---- _ 'TYPE OF CONCRE'S. PROPORTION MIXES BY EITHER LABORATORY TRIAL [[ ---- - _ - - BATCH OR FIELD EXPERIENCE METHODS, USING MATERIALS TO BE EMPLOYED GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE' WITH _ r n ON THE WORK FOR EACH CLASS OF CONCRETE REQUIRED. FURNISH CERTIFIED U.S. PRODUCT STANDARD PS 56, "STRUCTURAL GLUED LAMINATED TIMER" AND REPORTS OF EACH PROPOSED MIX FOR EACH TYPE OF WORK OF THIS SECTION. AMERICAN INSTITUTE OF TIMER CONSTRUCTION, AITC 117. EACH MEMBER THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS, ALONG WITH TEST SHALL BEAR AN AITC OR APA-L:WS IDENTIFICATION MARK AND BE / -(Z) %4'I t� yn9 FeN.RS - -- -DATA AS REQ°JIRED, A MINIMUM OF TWO WEEKS PRIOR TO PLACING CONCRETE. ACCOMPANIED BY A CERTIFICATE OF CONFORMANCE. ONE COAT OF END // SEALER SHALL BE APPLIED IMMEDIATEI' Y AFTER TRIMMING IN EITHER SHOP OR \ !CA• I✓gAM. ADMIXTURES: AIR ENTRAINING AGENT IN ACCORDANCE WITH ASTM C260 AND TYP, 1 L FIELD. GLULA,M HANGERS NOT SHOWN SHALL BE SIMPSON -G. BEAMS SHALL /� WATER-KEDU "ING ADMIXTURE CONFORMING TO ASTM 494, USED IN STRICT BE VISUALLY GRADED WESTERN SPECIES INDUSTRIAL GRADE, AND OF THE ACCORDANCE WITH THE MANUFACTURERS' RECOMMENDATIONS, MAY BE k`18 C3eAl� t� f STRENGTH INDICATED BELOW: WIP,F✓h INCORPORATED IN CONCRETE DESIGN MIXES. AN AIR-ENTRAINING AGENT ~��k , I 3/6 6L EI-Ar (f CONFORMING TO ASTM C260 SHALL BE USED IN CONCRETE MIXES FOR COMBINATION L° .gt•pg A &LL . (� EXTERIOR HORIZONTAL SURFACES EXPOSED TO WEATHER. THE AMOUNT OF DEPTH SYMBOL SPECIES ENTRAINED AIR SHALL BE 5% - 7% BY VOLUME. FLY ASH PROHIBITED. ALL 24F - 1/4 DF/DF (SIMPLE SPAN) F/= I CONCRETE WORK SHALL CONFORM TO AC( 301. CONCRETE STRENGTHS SHALL ALL 24F - V8 DF/DF (CONT. OR CANTILEVER) r'r, { I f -TjK4,. \v 1 BE VERIFIED BY STANDARD 28-DAY CYLINDER TFSTS PER ASTM C39, AND SHALL, j I i� 3 u GG NG 51��j �V�1Z �� 1 BE AS FOLLOWS: I -r 5rW. A •Al MECHANICAL, THE CONTRACTOR SHALL COORDINATE SEISMIC RESTRAIN TS OF I I pTDRUC�AG� , I •. [Y FOOTINGS: Pc = 2,:30 PSI AT 28 DAYS; MAXIMUM SLUMP 3" PLUS OR MINUS 1". ELECTRICAL EQUIPMENT, MECHANICAL, PLUMBING, FIRE SPRINKLER, WALLS: f'c = 3,000 PSI AT 28 DAYS; MAXIMUM SLUMP 3" PLUS OR MINUS 1". MACHINERY, AND ASSOCIATED PIPING WITH THE STRUCTURE. ANY i ( TS !- 'TYPIC�L cov✓rtil SLABS: f'c = 3,000 PSI AT 28 DAYS; MAXIMUM SLUMP 3" PLUS OR MINUS 1". CONNECTIONS TO STRUCTURE NUT CONFORMING TO SHEET METAL AND AIR I I °X 5X S�Ifi° - I"o? or WI$ &-II CONDITIONING CONTRACTORS NATIONAL ASSOCIATION (SMACNA), OR SLEEVES, OPENINGS, CONDUIT, AND OTHER EMBEDDED ITEMS NOT SHOWN ON SPECIFICALLY DETAILED ON THE MECHANICAL ENGINEER'S DRAWINGS, SHALL THE STRUCTURAL. DRAWINGS SHALL BE APPROVED BY THE STRUCTURAL BE DESIGNED BY AN ENGINEER REGISTERED IN THE STATE OF OREGON, AND I ENGINEER BEFORE POURING. CONDUITS EMBEDDED IN SLABS SHALL NOT BE, SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER PRIOR TO FABRICATION. G \V )3?� F rM GD L , G0r.13J>=GTi�l�l �Y`e) X 12 ►-- n' (� J -- -- t. LARGER THAN ONE THIRD OF THE THICKNESS OF THE SLAB AND SHALL NOT BE �I . I N I tl Gl l� (2� Srpr� ft" 1�q'x ;f x o"-°j'/z SPACE.DCLOSERTHANTITRF.EDIAMETERSONCENTER, PROVIDE 3/4"CHAMFERS INSPECTION: SPECIAL INSPECTIONS: IN ACCORDANCE WITH SECTION 306 OF � ( 1 ) L"OGATI f>N ON ALL EXPOSED CONCRETE EDGES UNLESS NOTED OTHERWISE. THE UNIFORM BUILDING CODE AND APPLICABLE SECTIONS OF THE PROJECT SPECIFICATIONS. SPECIAL INSPECTIONS ARE TO BE PERFORMED BY AN REINFORCING SMFj,,; REINFORCING STEEL. SHALL CONFORM TO ASTM A615, INDEPENDENT TESTING LAbORATORY EMPLOYED BY THE OWNER FOR THE GX� T ° 4 GRADE 60 AND FOR DEFORMED BARS, UNI,:Bs OTHERWISE. NOTED. FOLLOWING AREAS OF WORK: /z x 3 REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM A706, WELDED 4 /- ( ow 1 To Roo F $/15 3 OF VI WIRE FABRIC TO CONFORM TO ASTM AS- AND A185. 3Ui a. LSrg12 (:,� � ' A. SOILS COMPACTION. ALL SOIL BEARING SURFACES SHALL BE LY1,,,kyYO l.. Ig t3M P SICRb of cut -A3$ t,1� SIbz.S eF LOLwr.� � I INSPECTED BY THE SOILS ENGINEER PRIOR TO CONCRETE PLACEMENT. II - U a REINFORCING STEEL SHALL RE DETAILED IN ACCORDANCE WITH ACI 315- J L_ LKITST EDITION ("DL-TAILS AND DETAILING CONCRETE REINFORCEMENT"). B. CONCRET:;, INCLUDING CYLINDER TESTS, SLUMP TESTING, AND ��� - oma_" ' •c�'7�' •f�/ti PROVIDE 2'-0"X2'-0" CORNER BARS AT ALL HORIZONTAL REINFORCING IN QULi.II' t ;;.11 FEINFORCIN ale.rr•+- To IINST CORNERS. Dl:uc aotsrs t p GLU - 3. 4-P-4 To \V16 COSI tJ . Q C. EXPANSION ANCHOR PLACEMENT I j�\ 2XIo'u Ito" — REINFORCING STEEL SHALL HAVE PROTECTION AS FOLLOWS: I '� D. STEEL FABRICATION ANL ERECTION r S I F: C1UIZ P�R/rW1� h.: �' r TO STM 1'L j y211 ° FOOTING BARS 3V" ER E. FIELD WELDING. T51?. �koM \ �� -ice 'i' (4) 2xI06 . �- Sol_1L� 131 o/.KrUb RETAININGV�.I.IS 2 ' Compaction: Prepare areas to receive "structural " or 4oIS7- roL}CA14 a 9 "select" fill by compacting subgrade. If subgrade II JNp6 R CoW"M CQNC— R� ACCESSORIES NELSON HEADED WELD STUDS SHALL BE moisture content is not suitable, confer r,ith engineer e AUTOMATICALLY WELDED WITH THE MANUFACTURER'S STANDkW EQUIPMENT and condition material to allow compaction. Install I IN STRICT ACCORDANCE WITH THEIR RECOMMENDATIONS. material (except topsoil ) in lifts not to exceed 811 ( loose) and compact with suitable roller. Minlaum density -- - —'-- CONCRETE EXPANSION ANCHORS SHALL BE "RAWL STUD" OR APPROVED (Per ASTM 01557) as follows : - U'KIc"ilal ocM"Irr rnsrn m5s.r EQUIVALENT. - s.n.aw r."w•.u.n, "a. ��JV K FWSA ew••ln non TIM. aa• 60L.425 I+LIJyIr L/�13ur it>r-� ' bnu.n D,vlvnl, Y,tMI, a n. •I p"C, .4. p blw a II. u1 NN• Mn / Or `leAlvlj• Mlal"ry. v r•u•.wl WII M[41111 ' / r1 ..::rwas ".1•.r .tie (ZJ }1 /5 n 4n.9 ....,n, ...... ._. I odbT % P.�ElA. M /co L•, Go N r` Ylllla in.nCM1 eN"1,11 'oLuM1 � u•P« a rl. e.r.•lM1 r••...•l 1, "Le. W�(4� P[t ORIU,tE � /-�p K (c N ( �'> � " '"""'"'•• """ 4otirs FoR 'L,� 1 .•1.. �rt. Yrnum V- - — 'MP9�Ioffins5lreet EC U✓ • t. c•m,u••. ..,.. •e..• 1U• one a., 1. FLGY2. 9UP 94.0324,MEC 95�eea3 ".nae• e,e. r a.a""••"• ILII wn, NArIS. '.1T 940043 15011, If this notice nppencS cln3rec than Uu• is of ILII I Iflelnlnii1i, the dncuinclmni-}inf' illhl:;,l'I V I I I I L I I rl I I I I r I I I Ij �l�l I;IfI Iflfl3l Iflll . IIID! �Ilalt � _._. ._ �t�l ifl�l /" �[ 77,1 t f Illf � f ► f � � 3f � � � � � � 1,� N 4 /� C .....R iriflh s -•..oma... 7ct'". F�•w (/� � s�x 9N) T ujr / LA. L _ DIXT LP 14 i_ • `•• --QPM- I `_J i 5'o 5-VENT UP 7Nvl,! 22x18 OZ) SUF4-LY 1 � DEC IN MECHANICAL D011�l e� � WELL ExTENG- UP At5ovE - - 20X1.0 JD. TURN , _ z I RE PITCHED ROOF DUCTS w,�l 5 : . . . A , . SOUND r F- Ir v . ._ '♦ _.. _14 F.i�. 1��. FLOOR TO UP THtli! DOWN FIRST 1100E ! - - - WATEPt_HEA em- + - _ I -_ _ _._.__..__ 410 / ID ♦ — • ' - � � ( _ L � t • r C<' bh AJRNI84ED AND '' J ! �:N6TAL1IDDY I � j IN MG{-AN(CAL WELL I HOUR 9N4FT NO � �. TO We COMBINATION _. 'r'--- , FIRE DAMPERS let# Y • / d - ?2x18 �. our"_Y, _R -- ROOF JACK T1'P,-2 - �� - ` i�1 ♦ REQUIRED JUST Io►UCT /I' bOLWDb ♦ l0'♦ .�f, I FIRE STOPS CHASE ICHASE __ .__ lklalltj gkouw /01F b ON AIR W/VO-" DAMPNot lo.o ■ I'OPt WATIT40 FSA BOTTOM dF 3 FLS. FD. li'♦ F / ?� \��` T-STAT G10-2 . 1"�DViIDlD BY C R!!22 O . LOLIVIM, (1) 14fl) L41. - i4 ♦ ( t DUCT 8140 .• - ----— ------ - --- -- -- i _ w rr.,r,.•• r�tooll WA' SOUND LINER -- I l '♦ lo.♦ v ' . . . .. . . . . . .. a.r ,.,,rrr. . . . . . . V a- IKD. -- �• •i ; I •` ?2x27 O.D. .:.. . . . . . . . ' _ - ♦ ♦ S SUPPLY DUCT WPI' SOt�lp LINER r •% 1.'♦ t ... ..... ... . . r.-t.•r.•.•.•.•.•......•[' •,.•,•,.,,,•r;.,.,.,.,.,.,� 7. ... .lJax 18 MAKE-UP. . . .... . . . . . . . .. .. .,. . . ... . . .. . : . . . . . . .. . . . . . . . . . . . . . , .. . . r . � •. . .. } . .. . . .•.... ...�•,-.n',w•..,;. ..... , . .� .. . .. .... .. ; . . . . . .. ... AI DUCTDOUN .. li '♦ .P f:-- 1V�'♦ GAb !"f CONCENTRIC 14'♦ Uh IMI m9c IC<tL ` r . I -- 'DIFFUSER -- 81X E3i1R1 t -TTS s ff . . :•. • GHA F PIP. ►1+!1x18 -- � � RANGE / OVEN .. ,. . . . . 14�♦ P OTHE128 i • .� .rr.,.,:_•:-;. . . . : . • . . . . ...Lr.rr✓.r.r:� ... ... : .. .. . . ..... . S�r.r.•.,:r.:'.� . . . . . . , . . . . . OTHERS I I _ -� '4, - IEx I GyRJLL TOF . . . . . . .. . .. ... :.... 18xf8 GREASE ♦.�w'�`'d Of? RA G& / OVEN ;p�NTP>`IC� : - Itlx G1!$AbE 7 DUCT UP IN FIRE 1? AVP ?ra 1'5Y OTHERS f DI r 4'♦ QF UP N FIRE RAT ( !4 GA PIPRVG UP RAZED SHAD -- I VE :-EILING / 15x1•✓ GREASE DUCT ' 1 20x2@ MAKE-UP a -'-- _ __- - . ..___ -- - .._. 1 r UP IN FIFRE RATED AIR DUCT Ur -- �" ------- Tj--- ��_, �\ ` - �. . . .I I. i SHAFT I � � Q r.,.,.,.,.,. 1 FD.pw` 148♦ 1• - "'~ UP TNRU FLOOR �j ?@x2m MAKE-UP I I� II I Aa'♦ GA4b v 24' 1 �'♦ G AIR DUCT DOWN - II UJ 41GF. TYP RELOCATE ( ! ! TO FIRST FL0012 - -- �- r -- - - _.� 1so FOP► I f � ♦ 14•♦ O w MAKE_� �' .. . . . . .x-.,n,x•,- •�.,•n•,x•, + a•,.n•v.....ti. : . ... T ... �.4.•. Z AIR GRILLE _1 _ - r. �i'> G \ 1'• t. ..... .. ...... .. . . We KITCp45N WOOD MIW16I-ED ♦ 'n .� AND INSTAL LL Y i � I DOt,1B:F GL.IVEGTION FI '�D B OTHERS r0 U) -7 RE RATED °�NAFT 1 ♦ G : I OViaN B1" 01}HEPas ; B GENERA4L 1'/a'♦ <.IAS PIPING L CONTRACTOR UP TNRU FLOOR r ,•.• �,L.� •1f l.'fAd - -- — 1tffi�e18 Gr`cr A ;t.r:.r r.r-_,. tte.:..rr . .. . . 7t.e r.....:t. r J 1 r � R 1?' A#F. � DUCT DOI AN O : 7YP. ? —- I . .. ... V 4700 r O 2@x?© MAKl=-UP lbxl8 ' U ... M KITCHEN ' : : OR AlR DUG7 UP TG OR • Q v W RANLW WITH. OV�`i� ?4'• SG•I -- ?@'♦ � O 1�i,♦ d �'♦ GAS I J sY 4'f HE RS : `�' 2Phc20_ t ....:.. .:.. . . .. . . . . . . . . . V i �-'FR'y t BY : t� �•- - -- - - I O?'NEtEB i� ♦ 1m ♦ Ibx Ib t1A4lCE-UP ;.. C'f✓� — AIR DU' T UP TO 114.1 ��� T F- I'♦ '1410 ,. lot i ?'♦ GA°.. PIPING Q d, �. . `.., ,•„•..,... . . . . _ t,•,K•,..� .♦ D. I I Ali ABOVE %E IL INC 1- _ ? ♦ . FD. I a V I I: \ o Iva Opt �, . . . .. .. . . . . . . i v-- I I K mc-t EN HOOD mj.w 1 I ?'' , - �. . . . . ; . . .. . . AAIrQ M�T.A�.4•AA AY.QTS L 121 ♦ i ; I2xb EXHA4U87 ,(}� ;�.t.....:'r.;-. . . . . . : .. .. . . . . . . .5dr...,:..:.;. . . . : . . ; DUCT LIP --- - I 17x� EXHA41Jl47 3 Wv4Y” ; , . . ,. . . I C1 ,. --'J DUCT UP ------ --fi�rr - VAFI+OR 1•iOOD r^ulR�l •O - _ t� G... r AND M6TALf_ED BY ►�R8 �•�•--____--- i - .: NEW STANDARD y � _� � _� —. ^Y _ _ - < - - z ! PREslt�1,NlE GAA ME T$R At IPPOVFn PLANS MUST BE ON JOE SI)'= w �'--- �, .Y.A.G. F i R5 _FLOOD F AN SCALE . ' . I'-0' i,4.G. &EGOND F °� — _ BOOR FLAN z, N gcAL.E , tip• . I' - -- . --- �= w ." cki G'liY OF TN;IAAD ' �0APIKOVed I For only the wk;rir •�s det3crjIn: 1 ! (�'-�- vi t Are IetfQr to:Foi'ow........ Job Adc:r��s:<�C s'^ .....�......... .. ..-............. . ,? �' --S s`-' SHEET N O. r � - J 1 OF 2 a As Street,girt a "soon am _ JOB NO. G 194-0324,tv1; r; 0203 „�,,,.., 2231 R!T 94-0043 t ,, 17 - If this flolice appcsirs cicau•cr 01;111 the document, the doc'umen; is eI' marl!in:11 qu:11;;1'. 1l��+Cir+�i�� ' t ► # I�ItjsI I It it 24Xi IIIIIIi1nIMl�tl Illlh�t ••►i� ' , � r'II+III(1111►nlllnlllnt!IIIhllilill(IIIIIIIiIllllll !INIIII�IIIIIIIIIIIIIIIIIIIIIIIiIIIIIIiIIIIIIiIIIIIIIIIIIIIhIIllllll Illilliil IIIIIIII!(Iill I - (fi IRf � � �, �►1t1`nri Ul 4- L `� - .i � O tf1 N v t.Uf C-) `s 1 LAI `.� V) I , �3Z��_ �t,5c z x '�(1. t i= ty Q I h � � . �O l,l.__ __ IPi"1E'�T SCHEDULE _ S ♦ B- :1 N' Ur' THS.! _: _ _ :_ _.. __ ___ _Y___ ------,_----_----_ _ I ' ' C&46 Ps�G►G TYPE . YORK 5 TON (15Y a. ( Z< U d OWNER) 7 I ♦ CsA'S PIPING - _ _ ��...� WITH A11T0-GNAf�ksEOV>CR STAT 1 _ sii,� U MEC-P. WELL EXTEND DOW�1 IN GF1A$E MODEL DICdsObE'NI09 � ADOVE P:YG�I`eD TO DATER NEATER tA00F 1,,R� VOL EL ; f 20$V,,230vjl105 PNABE l�t7t - -- _- - _ ON FIIFST FLOOR -7 GAP / MCA. : E % now— ROOF RDOF RIDGE LINE cpm. 4xb PT RL"AE" i� HUT W TYPICAL - -- - �. ` I �� 12~ l9 ( OUTPUT : 109~ WHIGNT 680 tbs. Q GA6 PACK TYPE �1S �� WV£R QT SMOKE DETECTOR ♦ Ca MODEL : 48TJD005-501 GA8 PIPING _ , VOL CAGE : 208Vn30V5 PNAWMCAA 1'♦ --___...__ I I M453 UP rwml ROOF - -� I CF.M. : :SW w b E.S.P. 8E,gItl!ka. !rr,f4E'-Ac'jT.y I v --- - INI"U7 , '25M" OUTPUT 10V,Or'!0 ♦ G` w __ IIJEKsH7 Ib�. z 5K4NO f PWOLFNi). ld`r cuNLR) �ry MODEL OM68M r VOLTAGE i II5V*V/I IM44ABE r I'♦ G 4>3 PIPMG ------------ ! UE1GtiT DRY191 Ib; I UP THRL; ROOF - � =2 MDRAND 3/4#30 OW (BY OAR) D 1'♦ G , 11q�"1 G VOLTAGE : 15'1/60/1 PI' A,"- { I H.P. : 1/3 C.-PI . 2240 • .3 S.P. __ -- _---- UJF lCxWT 15 DRY 0 U:)s. _._.. !"tEr..�1ANICAL tLELL� �-+ JJ,4U LINE I I �� EXH.:L IAT FAN 2 3 �� MODEL : DAYTON 41.'..'136 CFM. : 200 VENT SIZE : 3>%' x 10' LWF DRAND GrREL'NHEC.;C (13Y OUMR) MODEL. . Cl jdE 29W-290 \ I vOLTACsE : 20EV/1 PHASE AP. : 2 H4P. 4550 ICm447 104 lbs. 8 P . I 1114'# Ca z BELOW ROOF I EF BRAhu GRVEN►-ZLX ('5Y 04NER) MOD/:L : CL95E 160-IC VOL'rAcaE . 208VA PHASE � 0 _�J11144 CseeS P1PMG �" C:Fi`'i : 7600 w 1.19 S.W.FWOM (� F:J.OrF FIRST ! WEIGHT. 65 1bs. �, LLJ .___ J CX`1 J II `J'j DRAND : CCVWEN1-SCK (6Y OWER) a L, i MODE1 : C1119E Sb-4 f- VOLT,-CiE : 12OV160A PNA6E � U � 1 .�to 10'•Fa' MIN. �0'-(�' MIN. + I � C.FM S: 614 * 9'1S S.P. Z WLIGirtT: 52 Mete. U �LLA- LL. - LZ o 2z�n� Ln o n <C 2 I I 1 0 ' SI 01-00, MIN. X r- 12x8 EX04 JAT DUCT UP FROr"1 ( � • � FIRST FLOU IO'♦ �. ON , ,p C.� 0 ROOF FL AN I,Ln � w cr. 0cr �" �- 0 V) M - 2 SHEET N0. 2 4F 2 JOB N0. ,;coffins Street,SE35 — BUP 94-032.4,MIL 95-0203 2231 SIT 94.0043 lv nt 17 If this uolice :���pears cic;u'cr titan the docnm"nt, the document is of marginal quar:sy. �;� ►lilsl�l Ill ��#���� #�. # ; ��:1��� 1��1111'�I�IIII filijll�Il�I� I{'11��1111 1lll�I�lj��l►ll I Ilj{lll�l{I!I I!1{I!I(l{1�4 1�1�Ifl�l�l�.lµ � � �����ii;ll� j ' rjhemi .' � -'��rl�l;� �mlijit iinijl!�lujjljjn ii�f{i�iillni{nij cn�'►�tal���jlinjlnnljnjln��lj►t�lnjj{�m i�nliii� ij;f{��i� �rfir.� � �. �� � i��► ,,� 24X