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CSE 62 Be 12 9Z SZ bZ EZ ZZ IZ 02 61 91 ti 91 SI b1 EI ZI 11 til 6 9 1 9 elii��llllrlll�11111111ilrsrrtirii{ii�ii111t��1lI�IIII�IIII�IIII�itiirlll:rlrrr�lrrrrll�i11��11�111111111�111111f11�111I�III��IIII�III111111�1111�1111�1111�11111;�,1�1111�1111�IIIIIIIttIIIIL�11t1�IIttIIIIt�I111111tI�Rll��111���I�ii�1l��IIo111111�1111111t1tt1ll11111{1111111111111�111111I1Ii11111111.1111�) Pt 1991 AV- 00 AV- 40 APP. dO A-,04-W t*0 zli� 7',�r ^"Al dCOWAl 7' # i(-A Ar JL ~AQPdCW11�- -4 A44 P"dJ4,A- A 4 1-47,AY 7- X2 4Vv4 -.,-c ft o tit �� �� AAJ4C 4F 7'A"R AA 4L "A7P44A- 49-A"00 1FA"4=wV. _-:/rCZL J 7 C;'AeJW--Y--ZJJAZA= -rAe 4 7-AW W A jw,'�&' 7-A--=i- AN �./�^iZ6 TC s//TN C 42 &U- AR A= 4rAFA.AV40-r4";1 aw A Z04le"MAW � I �� �� Joy *77ACAA.4"A'-Ae -A- P07 -Irz .4 7 A 74W CFA.4C4AjWAr 4C=1 ASO "W.L-4-AMC> 011- :k -7 A-> VV It 17� 4& AP4 A 10T 7.A IVDAQ QSPJA AA16PZ;li 4w i -00"b Oro AV atm19;�V •da' % 41:1*44L A 7' AA.4- AffX77grArldr-PAC A."J-,L Z-) -7- JOr4 CAC 7W ABLA 4CIAC AV A,,A:::)- J- 7' 4C,e- 14 X- -7 Ue �rAA11A'=>AA?j=> eA =11-1 411=1-411COL 46>%d9S41ARPd1= AWJ-11r, J=J 'Af,4 CS"AM4 )MAW,4-7- d.1:;)A-a A) 4V A4;P AA-IL The FIRE RESIST,%NC11--: DESIGN MANUAL, as published by the Gypsum Association, I fi-renced in the foil Ael building codes: s ri. ow,ng M( UNIFORI"A BUILDING CODE, published by the International 4 Conference of Building Officials; (See 16otnote a, Tables No. 43-A, B & 0 Fire Soutid GA L4 Rating Rating File SKETCH AND DE&QU DATA 0*L AM L4 04 7742V-4ol :�ol a I AV STC No. -DETAILED DESCRIPTION %ON �... Swnd mod0 0 �z 4. Wall' ZAACA!6M 4:0 gr 7"A' 1,4.. CS� --T-ri.—.—,L .4 Construction Typo: Gypsum Wailboard, Wood Studs A4A Base layer %N typ6 X gypsum wallboard or veneer ba"applied at fight angles to each side of double row of 2 x 4 wood studs HR 16" o.c. on separate plates 1" apart with 8d coated nails, 17/%11 55 long, 0.085" shank, V4" heads, 24," o.c. Face layer si" type X 0 gypsum wallboard of veneer baw applied at right angles to each to WP 3820 side of studs over bass la-e( with 8d coated nails, 2%,' long, 1 06 59 0.100" shank, V4" heads, " 8" o.c. Stagge( joints 16" o.c. edch lr.4 AJj0A jR AD =7:44G?% Z;A layer and side, Sound tested using 3V2" glass fiber 0.75 pcf 7"/ Cr T-A*'AZZ �=.*YA 4.d- =aAACL-1140 Tom'47 4 &V Thicknese: 10JV411 X 1A-4LJA,4. stapled to studs in stud spaces on one side and with; nails for base layer spaced 6" o.c. (LOAD-BEAR-4G) Approx. Weigh,, 1.3 psf Vel** id Fire Test: S" wp ,4135 ZT7, Sound Test: NGC W56, 4-7-70 AIL'I-4 A&A A��= \ i �� JL4 X'/I�-I[__I As! / Construction Type. Wood Joists, Gypsum Wallboard Af17-&NA;Z A 4.4. 0 112" prupriatary type X gypsum wallboard or veneer base applied A. V4 ffA Z 7 7 P/"7 %'NX HR at right angles to resilient furring channels with I" type S drywall FC 5105 screws 12" o.c. Resilient channels applied 24" o.c. at right angles (k,o,q) to wood joists 16" o.c. with 6d common nails Wood joists sup- Approx. Coiling Weight: 2 pst Porting 5/s" plywood ana I" proprietary sanded gypsum underlay- Fire Test., UL A6352 ra All. Design 1-502, 4-21-71 mew. Sound tested us.,ng 3V2" glass fiber in joist spaces and wilh carpet and pad. Sound Test: G & H BW-10 MT, 10-13-70 HC Test: ew- C P) o & Hr , 551J MT, -13-70 to 59 Construction Type: Wood Joists, Gypsum Wallboard '/2" type X gypsum wallboard or veneer base applie(i at right angles to resilient '.jrr'ong channels with 1" type S drywall screws 12" o c. Wallboard and joints located midway betw9en continuous FC 5108 channels and attached to additional 1)ieces of channel 54" long with screws at 12" o.c. Resilient furring channeis applied 24" Approx, Ceiling Weight: 3 ptsf o.c. at right angles to wood !013t6 16" o.c. with 5d coated nails, Fire Test: FM FC-150, 2-16-7, 15/1 " long, 0.086" shank, heals, two per joist. 'Wood joists 7 supporting 1/2" plywood subf loor and 1114" cellular lar or lightweight Sound Test: G & RCCA-17 MT. 3-24.-M 4/ -X-rAe 1"'C7 4ff 4? lIC Test. (70 C & P) G & H I Concrete (1 '15 pcf) over felt. Sound lested with carpet and pad, CCA-17 MT, 3-24-73 '/,::7 4 A #3 1012 A.40 7 40 77 l�J X89 ly, L i IOU lux 120 N.E. 30b Nce, CA1, OR 17013 AS A 4 4C40"')"o o C%">A /I. /&,a %3C.-44. if* A& #-* Ph. Portland 480M ph Canby 266 4779 4 0 177 21 ej-S4.� JAL till Ill I I I I 1 111111 I � ( I r ( I ( �� Jill I I � � I (3 5 6 7 8 110 1 1 �,�2 NOTE IF THIS M1CROF1LME[1 DRAWING IS LESS CLEAR THAN THIS NOTICE , 11 IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING, E 62 82 L2 92 2 tP 2 E2 22 12 02 61 Id I IL 1 91 sl tp I C1 21 11 01 6 8 4 9 i! I VNI k'4 INTENT OF THESE DRAWINGS AND SPECIFICATIONS: These uocuments represent the minimum information needed to describe the intent -3f the OWNER./HUILhr:R to construct the buildings as shown 11.ASUNRY VENEER: hereon and to obtai:: :.,.ildi>,g permit for same. It is the intent of At those locations as selected by the OWNER/BUILDER install a 4 inch these drawings tc. ..arc,rd the OWNER/BUILDER the greatest degree of flex- thick masonry veneer (materail as selected by the O/B) secured with bility (within rare constraints of all applicable codes and regulations) corrugated and galvinized 16 gauge, 3 1/2 inch by 3 1/2 inch by 1 inch , in selecting materials , suppliers and subcontructors . In several instances luotail anchors spaced at 16 inches en center each way arid nailed with a manufacturers name is used to establish the general design intent but 10d common nails through to wall studs. this is not meant to exclude other qualified suppliers from bidding the work. Those proprietary names used hereon have demonstrated an ability SIDING: to satisfy the requirements of I .C.B.O and the 1985 edition of the Provide bevelled cedar , alumillunl or vinyl siding over 15# felt with 6 Uniform Building Cade and all other bidders shall have that same ability. inches to weather . Material and color as selected by the OWNER/BUILDER. 1985 EDITION OF THE UNIFORM BUILDING CODE: STAIRS AND HANDRAILS: All buildings shall be constructed to meet th(- requirements for TYPE V All stairs arid handrails shall tie aha prefabricated by csrac �ur•�'ru�� unprotected structures housing a R-1 occupancy . Two hour area separating or other succesfull low bidder to the dimentsions as shown and shall con- walls will be so placed to preclude having more than 3 , 000 square feet form to all requirements of Chapter 33 of the 1985 U. B.C. The staLrs arid of floor area on the second floor . Also, there is no requirement to handrails shall be constructed of the manufacturers standard Lompt.)nents provide any facilities for. the .handicapped on this project . as shown on the arca/sR drawings attached hereto. Maximum rise per tread is 8 inches and the minimum run per tread is 11 inches . The maximum EXITING: allowable variation in any one run of stairs is 3/8 inch. Stair width Ail doors to the exterior shalli,:- operable from the interior without shall be 3 feet. 0 iricheTs . Handrails shall be placed at 32 inches above the use of any special tools or kiicioledge . the nosing of the treads . They shall be continuous the full length of the stairs . At least one handr,.,il shall extend no lc;ss than 6 inches STRUCTURAL DESIGN C'RI'TE:RIA: beyond the top and bottom risers and the ends shall be returned or sh:111 Soil bearing value assumed at 1 , 500 pounds per sc:uare toot . Apartment terminate in newel posts or safety terminals . Handrails projecting from floors designed 1017 40 psf , live, 15 psf , dead .-Ind `_•5 pst , total . Stairs a wall shall have a space of riot less than 1 1/2 inch between wall and and exit balconies for 100 psf , live, 15 psf , dead .arid 115 psf , total . the handrail . The handgrip portion of the h,-lndrails shall not be less Building roofs designed for 25 psf , live , 15 psf , dead and 40 psf , total . than 1 1/4 inches nor more than 2 inches in cross sectional dimension Lateral support systems are designed to withstand wind pressures of and shall have a smooth surface with no sharp corners . 20 psf arid braced for U. B.C. Seismic Zone 1 . Gave-drail and stair handrail designs shall support kt lateral impact load of !.1 plf . GUARDRAILS : All urienclosed floor and roof openings , open and glazed sides of lari- CONCRETE: dings arid ramps, balconies or porches which are more than 30 inches The ACI Standard Specification for Structural Concrete for Buildings above grade or floor below, and roofs used for other than service of shall be strictly adhered to except for those items specifically noted the building shall be protected by a guardrail -Guardrails shall be riot otherwise. Minimum compressive strength of concrete shall be Fc ' = 2 , 500 less than 42 inches in height. Open guardrails and stair railings psi for all concrete work- measured at 28 days . Maximum slump at 4 inches. shall have intermediate rails or an ornamental pattern such that a sphere 6 inches in diameter cannot pass through. The guardrail for STRUCTURAL s,rEP.L: private balconies may be 36 inches in height . Structural shapes and plates shall contorm to ASTM A-615 grade 40 . Welded wire mesa shall conform to ASTM A-185 . Anchor bolts shall con- GLASS AND GLAZING: form to ASTM A-307 and shall have standard cut washers where bearing on All glass doors and windows shall meet or exceed the requirements of wood. Provide one coat of shop applieci primer on steel members after Chapter 54 of the 1985 U. B.C. All windows shall be double glazed in fabrication . Provide protection of steel members embedded below or at aluminum frames ancdized medium bronze . All glass subject to human i.m- grade with asphaltic emulsion after all welding is completed. pact, such as the patio sliders , shall be glazed with heat temperred 1a�is. PREFABRICATED WOOD ROUE' TRUSSES : q Truss manufacturer shall supply c.ticulatiotis and three sets of drawings, TOILETS AND BATHROOMS: initialed by the architect of record , to the Permit Division of the All toilets and bathrooms shall be provided with exhaust fans sized for applicable agency having jurisdiction, for review and approval prior five air changes per hour and shall be switched with the light fixture . to fabrication. A heel joint analysis will be required for trusses 'Toilet and bathroom floors shall have a smooth, hard and nonabsorbent spanning 35 feet arid more. surface which extends upwards unto walls at least 5 ir-,ches . FRAMING LUMBER: MATERIALS AND FINISHES: Lumber grades shall be as foilows : Roof joists , floor joists , 4 inch All interior finishes shall be in strict compliance with the r._quir.•ements nominal beams and headers and 2x6 studs shall be #2 Grade Douglas Fir : of Chapters 17, 42 arid 43 of the 1985 U.B.C. All exterior and interior 6 inch nominal beams arid headers shall be #1 Grade Douglas Fir : 2x4 materials and finishes , including but not limited to, masonry , mortar, studs shall be Stud Grade Douglas Fir: All sills and plates in contact biding, roofing, stains , paints , light fixtures , plumbing fixtures , with concrete shall be pressure treated. Provide blocking for floor hardware, appliances, cabinets , furnishings , equipment , carpets , blinds , joists at 8 feet maximum spacing arid for roof joists at 10 feet maxi- drapes , colors , textures and trim shall be as selected by the OWNER/BUILDER. mum spacing . Minimum nailing of members shall be in ,.tccord with 'Table 24-Q of the 1985 U. B.C. and shall be increased as shown on the drawings . HEATING, VENTILATING, PLUMBING AND EJ,ECTR1CAL WORK: Provide solid blocking for floor: and roof joists at all bearing locations . All apartments shall be heated , ventilated, plumbed and wired as designed Hangers , framing anchors and strap ties aremodel numbers of "Strong Tie" and constructed by the successfull "low bidder" and shall comply with brand as manufacture3 by Simpson Company. Install all such connectors all applicable codes, rules , regulations, ASHREA standards and directives as r!�ccomended by the manufacturer and as approved by I .C. 6.0. Nails from the OWNER/BUILDER. These respective suhcontractors shall prepare shall be installed i: . all connector holes . all drawings and calculations, pay all fees arid obtain all permits as are required to accomplish their work and they shall also provide the FIRESTOPPING: OWNER/BUILDER with two copies of their drawings , updated, to completely Firestopp;ing consisting of 2 inch nominal lumber, gypt;um wallboard or define the "aw built" condition of their work . equivelant material is required to cut off all concealed draft openings (both vertical and horizontal) and shall form an effective barrier be- GUARANTEES: tween stories and between a tap story and roof space . It shall be used All contractors, subcontractors and suppliers shall guarantee their work , in specific locations as follows; A. In all wood framed walls and par- for both labor and Materials, for G period of one full year following ti.tions at floor and ceiling lines . B. Along arid in line wit!- the run substantial completion of the buildings . "Suhr.tantidl completion" occurs of the stairway in adjacent wood stud walls and partitions, also, at the when the occupancy permit is signed off. top and bottom of the stairway. C. At maximum horizontal intervals of 10 feet in the case of double stud walls and furred spaces . D. Pentra-• tions made in this prescribed f�.restoppinq to accomodate wiring , plum- bing , duct work and similar util:Lty runs must he packed, in manner, which will effectively maintain the inteyrety of the firestoppinq and cut off all concealed draft openi reqs which could afford a passc:ge for flame. PLYWOOD DIAPHRAGM AND SIIEARWALL NAJLING: All plywood subfloors, roof sheathing and exterior wall sheathing shall be Structural. #2 or C-D Grade , minimum panel index 32/16 , with exterior glue ( 3/4 inch at floors and 1/2 inch at walls and roof) . Each sheet of plywood shall bear the "Grade-Trademark" stamp of the American Plywood Association . Nail X111 floor, wall arid riot diaphragms with 8d d'�mmon nails at 6 inches on center_ at panel edges and at 12 inches on center at intermedi.ate supports except as noted more frequently on the drawings . THERMAL AND SOUND INSULATION: Insulate all attics to R-30 arid all exterior walls , party walls and floor-ceiling assemblies between individual. tenants to R-11 . At the in- terior face of all exterior foundation wa].1s install fibreglas I'5-25 and R-11 insulatio►I for its full height . Construct all floor-ceiling assemblies separating individual tenants to conform to the requirements of the GYPSUM ASSOCIATION File No. FC-5108 or FC-5105, each sound tested with carpet and lead to STC 55 - 59 . (OWNER/BUILDER option to use light weight concrete or gyperete urid'urlaymetit ) Construct all party walls to conform. to the requirements of the GYPSUM ASSOCIATION File No. WP-3810 modified by using single layer 1/2 inch gypsum wallboard on each side only since this design is for a two hour wall and no rating is required for roost of the party waLl.s , sound tested with nailing spaced at 6 inches on center to STC 55 . 4r riga.7c Loa.4r14oi4es rvHGAzG 1ff1ffo r10APAf-:W AAUJ7- �tiaOd9�, .4CO.O RICLY/L_1A1"r Cr/. "A4ArLe9' TWO HOUR AREA SEPARATION PALL: or- Construct the required twu hcl:r walls (from con- crete foundation wall to underside of roof sheathing) to conform to the I requirements of the GYPSUM ASSOC . ATION File No . W1'-3820 (no modifica- tions allowed here) soured tested with nails for base layer spaced at 6 inches on center to STC 55 - 59 . At all perimeter locations of the two hour wall install a minimum of � feet of 5/8 inch type X gypsum wall board on the interi.or face of the exter-ior walls and directly under the plywood roof sheathing . A ,ilt .n.ir.__. ........_.... ....—. .-..`_ - .- ... >.._..._.y.__ r�_.:-.......-.....�......_..�.__.r.-...._...rrrrw .wrrw.. - -rw.�.w., - .urr.ra.....rr..a.m.i...u..._+.......�...�r,IrAA.�L'�.� M , 11i1i11llllll 'Illlllllllltlllltlllllllllllllllllllllllllllllllllllllllll' Illllrllilllllllllllrlllllllllllllllll IIIIII � Ij1i111IIIIIIII� IIIIIIII1111 ' Ill' I11111Illlllllllllilllllllllllllllllll ' NOTE : 11 1HIS M1cROMALt _-. 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SEL s�' , j' bl//7't*y Tr,442K C --Tjr...4 Z— Z _ L.,4 A,4C:V ./Cll' ji '� 1✓fes' ^� - � *V. Ao IV/TN �y 7"1-:::-.4< T�r'F��' 'rX'r c.J y'P'�AS 610 cam/✓ •q 'M y t . ' i ` '_�..�__ ..._. �. i J !/j !'Y/n' A17-A rx --- w Arsw. ,000sz " f Ti'�r/C,K T y'PC X �• ; --. Az /� . C, .4 ftL3Q..^/4- ',Off 42r 4:!r T.-4 -r I V lrd. iff or B! + r - �9[�..Z.._... �. sg•. • #:y`r::..._. _.. Y•.. c•�r:. _...,_. ..._,:.iY-.. _am. _ .. ._ f ` � ` 1 • 1 :»co�rGRC7, "' MIALA<\ •, t 4th/ �_ , ,, :1.•� # - t • Jt X, . D n 1-1 0F 17 7X N.C. 34th Place lCar1bv Q4 91013 ' 08 4q �«ys r Ph. poolano Ph. Canby 266.4171 OF 1 {c..-," {�1'faYlY.� ' 1 r5. ., .-r , 1iF"'^'''k,'Y{1Maw"'•N711R + - dw •et .. . �a' .k ._, ._ , 1 ails A^' ' . # ,�, , . • .mt„1^+n. uiXf!'6111� I'llrlAt�'4'!'•,-tlOx,;•,t; •sprrll,l► � w � ^•IAI.. � ,+- ,�,. .iF'r'AG!'.MMrR1�t�. :s't6h+t�•�111}��:'!1'9 'if�+"" ,,,� • � fir. ,�•ab �° ew�w.. f• 1 1 1 1 1 1 1 1 ! 1 1 1 ! 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i l l l l l lr 1 1 1 1 1 1 1 111 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I l l l l l l l l t t l l 1 � 1 ., � � ""'+ .��..� � ; �.,. � � ll � lllllll � lll I � I � III � IIi � I � II � , t1 � l � l I � f � lll Ill � lll III � I � I I � I � 111 111 , 711 III � 111 111 � 1 � i � NOTE . I F TH IS M ICROF I LMEQ . . DRAWING IS LESS CLEAR THAN � + ' l THIS NOTICE . IT IS DUE TO TNF QUALITY OF THE ORIGINAL L44 I 'VE DRAWING. CIE 6Z ez LZ 9z SZ bZ £7: 22 1? oz 61 9 l11 LI ql SI bl £ I ? 1 11 01 69 L 9 S b £ V -A P li I L 11 1991 41 ' ,►�I�III111111�1111111111111111111�111111111�1111�1111�111111111�111111111��111�111►,IIIIf1111�111111111�till�lllt�ttll�ilelfl111i1111�11'Illllf�lllililllll�lll�ls111�11lIIIIII�IIII�1ltl�ltllltttt�Ital�tlll�lllt�tlll�tl! III!�111111111�111111111�11111111j�11lllfilllllll�lllt�.11���llll�llll�itll��l1J�II11 ` - I , ,I 04W vc 744=-Igo 14 J.;0 IJNrT .4,9,4,9T#,FNT Ci0#)01wE1A TI&A)qD C7R�GON -- 147ai �99 sw lo,?4A , I- SNE& T 111VOEINI 0 J. CONSTRUCTION SHALL CONFORM Tp THE CITY OF TI6,,RD "PUBLIC WORKS �, /'7O�/`� ��/��� CONS TRUG TION CODE" ANO ALL OTHER BUILDING CODES THAT ARE ENFORCE. S,4NI TApY S�!✓Eiq COVER HA] I. E. U. r C., U. P. C. �. �I TE i°L,4N 2. THE L'pNTRA C TOR SHALL OB TA IN ALL RF.QUIREO PERMITS A,1/O LICE,^✓SES BEFUflE S7T4,QT71V6 CO/VSTR'UCTIO/V'. 1 . THE MA TERIAL FOR THE SANT TARP SEWER LINES SHALL BE CONCRETE SEWFR 9. NU CONSTRUCTION IS TO COMMENCE UNTIL PLA/VS ARC APPROVF7. PIPE OR 30.:-'4 P. V. C rAse CONTRACTOR SHALL CONSUL T ANO GAIN THE CITY OF �. BgRADINIG PLAN,THE CONTRACTOR IS TO COONIOI/VA TE WI TH ALL OF' THE L/TIL 1 TY COMPN AIES" T76ARL7 APPROVAL FOR TAIW NA TERIAL SELECTEO. Tf,fF NARKING OF ALL EXI S TING U TIL I TIES. 2. ALL SERVICE LA 7ERAL S SHALL BE CONS TRUG'-EO TO MEET OR EXCEED THE 5. THE CONTRACTOR IS TO COORJI/VA TE THE ,9EZ.004 TION OF ANY -XISTI.'V6 REQUIREMENTS DF THE CITY OF TI6AR0 AMD THE U/VIFORN 47LUMB_'N6 CODE. �1 . STOfiM SEI�✓�R PLAN.UTIL I TIES WI TH THE CITY ;'NSPEC TOR. .3. AL L MA TERIAL S ANO WORKNA/VSHIP ARE TO MEE7 OR EXCEED THE REt2u RENENTS e o. THE CONTRACTOR SHALL KEEP TrRE CITY 6 - B. !rlELL S 6 ASs'pC. , INC. Of" THE CI TY OF TIGARD A/VO ALL APDL.ICABLE CODES. �, SANITARY AO VI SEG Of-' HIS PROGRESS SO THAT INSPCCTION CAN BE PERF-ORMEO 1'N AN SEWER 1011-AN,4. ALL SEWER LINES ARE TO BE AIR TESTED AND TV 'EU, PEq THE REQUIREMENTS" OR I C7ENT MANNER, TWEN>-Y-FDUR 124/ HOUR NO TI CE MUS! BE GIVEN FOR TF_S TS L7F THE "PUBLIC WORKS G'olvs TRUG TION CODE" /--/v THE RIGHT-OF-WAY Oil ESM 'T. / , rH INSPFCTIT019 `V,4 TES LINE �'L,4N TESTS ARE TO OL9SERVEO BY THE CITY ANO W. B. WELLS 6 A.SSCC. , INC. IF PVC , 7, THE CONTRACTOR W01-iK DO ALL OF THE WORK' SHOWN ON Tfylr7 ORA.WINGS A•VO IS THE SELECTED MA rdRTAL A NAAIP'ML TEST WILL BE REQU-REO ON ALL L IVES. ALL INCIDENTAL WOF/K CONS''UEREO NECESSARY 1.O CcIMPL FTE THE PRO✓EC- IN AN A CCEPTABL f M�J/Vn:_R' S. SAKI TARP SEWER /..A TERAL S SMA/.L BE PL UGBEO 6 NARKED WI TH A 2 B. ALL MA TERIAL SUPPL IE.=►.S SHALL, c/PON REQUEST, SUBMI T TCJ THE CI TY OF iVARKER EXTENT-=-Z7 4=,70M THE E/bD OF THE LA TER-JL i'O A POINT 2 ' ABOVE FINLS'� T_6ARO A/VD,�UR n'. e. WELLS 6 ASSOC. , INC. PROOf=- TNA T THE M4 TERIAL S HA VE 09A DE ANO LABEL EC "S"ANI TA RP SEf►L�R LA TER-//_ THE DEPTH SHALL O SO Be BEEN TESTED AND FOU/VL7 IN Co =L WITH THE ABOVE SPE-CIFICATIONS ANO NOTED O/V NE MARKER AA49 PAINTED WHITE. SHALL CERTIFY THA T AL MA TERIAL S TO BE DEL IVEREO /O THE ✓OB SI TC MEET OR 6'. PIPE BE-1,70I/VG SH-JLL CONFORM TO THE MA TERIAL REQUIf;7EMENTS OF THE CI TY EXCEE-7 SA IO SPECIF'ICA TIONS "RTOR TO OEL I VERY. ANY M: TERIA L NOT CERTIFIEJ OF TIG�.RO. BY THE SUPPL TER SHALL BE RE•/rJVEJ Ff70N 7NE ✓OB SI TLS A T NO AJOI!TONAL Ca7ST BA„KFF ILL IJR TREN' ChrE- WI THIN Tf� RIGHT-OF-WA Y SHALL CONFOR,•/ TO THE I TO THE OWNER. 7, 0.- T/ NA TEF,'IAL REQUIREMENTS -rE CS T�, Of- TI6ARJ. .9. IRAFFTL' C/JNTi9U!_ DURr1/6 THE CONSTRUCTION OF SHALL BE AOORE,SSED BY THE CONTRACTOR. A /RAFFIC CONTROL PLAN, �F RE IRE L7 BY THE 8. TESTING SHALL Be AS PER SECTION 3. B OSPSG'. CITY OF' T I6AR0 SHAL Be PREPARED ANO SUBMITTED TO /'HE CITY FOR 4PP.aOVAL . 1 S 1)4:'j'1,c 0. TIERCONTaACTO�a IS TO CU0,40I ✓ATE ALL ✓TIL1TY =NLLSTAATIONS. THE � I� (../� CONT.aACTOR IS /0 . L/P L Y AL /VECESSARI T,aE/VCHINB FOR SAI• UTIL TTY 1 �' INS 7A L A TI . S TOigM SEltiEF� If - EMBANKMENAOAT MA TERIAL SHALL BE FREE FROM ORGAN!CS, FRpZE,V MA TERIAL, APS,, CONCRETE; ASPHAL TIC CONCRETE Ano JTDEBRIS. I TUA'tATIY VALLEY FIRE MARSHAL OFFICE J2. EM 'V BA• h'NE1/T SHALL BE CONS TRUC 7E0 SUCCESSIVE- I-V SUCGESSI VE f•✓ORIZt7NTAL L A YER5 MOT !. ALL S TDA�I SEWER PIPE SHALL BE A S'+/ C-f 4 CLASS 2 CONCRETE BELL ANO SpI60 T WITHOUT RUBBER GA SKc TS, ' I E.YCEEOIN6 EIGHT /6/ LVCHE.S I•V LOOSE Ti`lICKNES'_S. THE USE OF L OAOEO HAUL UNL ESS O THERWI SE APPROVED B YTHE CITY OF I,V6 TI6AR0. �j EOUI•�MENT IN ALL BUT THE LAST TWO (2/ FEET OF FILL WILL BE ACCEPTABLE -ryl-•L•._ CC7NDITIGI�.'11.1.Y API'r�c)VED . . .FO,-7 COMPACTI/JN PRUVlOEO /HE REQUIRED DENSITY IS OB TAINEO -ffROUGHOUT THE �' CATCH BASINS, INLETS, PIPE BEUOING A/VD TRE7VCH BACK!=-ILL SHALL Be AS " APC/IIL TI CN WIO TH A NO DEP TH OF EA CH L A KE-R. THE /OP TWO /2/ FEE T SHA' L BE COMP-4 C TEV 57`+'Oi✓N ON THc OE TA IL SHEETS. �' / ;�-� : � I!�lYl 9 1!1 IYOT!,N APPNOVAL OF N RAM t. _ __ -_ _ OMIUl41t1A►!Q fir1( 1Fif!SfdMTA, U h/6 SUITABLE MECHA,VICiIL COMP-: CTORS. 3. ALL STORM SEWER LA TERAL S SHALL BE M4RKEG WITH A 2" X 4 " MARKER - ��_ _---��� .... ._-� i 1.3. ALL BLS'- THE TOP TWO /2l BEET OF FILL IS TO MEET 90,1• OF AASHTp T-!d0 EXTE/VOI/V6 FROM THE ENO OF THE LA TEAP4L TO A POINT 2 FEET ABOVE FIN1.St✓EO _- f.�C FOR COWfAC7T0/V. THE TOP TWO (2/ FEET SHALL MEET 05Ar OF- AASHTO T-1 BO. 6K7AL7E AND MARKED A " STORN LA TERAL . THE DEPTH OF THE LA TERAL SHALL AL SO �--�----� 1A. THE MA TERIAL IN EA CH L A i E"R SHA.',L BE' CA- A MOI S TORE CONTENT TO MEET BE NJ TEO AND PA IN TED GREEN. , +. THC ABOVE CONPAG'TION REO J7.9E,ME/VT. WE TTI,VG OR DRYINE OF rHEE NA TERIAL ANO 4• THE CONTRACTOR SH,IC_L BE RF_SPONBSIBL F FOR OEVEL OPMENT OF AN ON SI TE Y` M ` G, r r RLUAIII RAIN SYSTEM THAT IS I/\' CONFpRM•:NCE WITH CHAPTER 14 OF THE UNIFORM _ �- __���T- C .+�•�` ,�•J�I NANIPUL. - -ION TO Sf�'CURE A NIFO,aM MOI S URE CON TE"/V T THROUGHOU 1' THE L A YER _ �J NAY BE REUUTRED. SHOLO THE MA TERI',4L S BE TOO WE"T TO PERMIT PRLJr^ER F'L UMBINu CODE. .J"... J ••�• r � �� C17MP.t C 7-ION By ROLL.-VS, ALL WORK ON ALL PORT TONS OF THE" FTL L THUS SLAC TION 1401 - S TORMWA TER ORA INA 6F 9E70UI9EO.' t / �: (A/ ALL RAIN, STORE/ ANO OTHER RU/1/-/JFF FROM ROOFS, EXPUSEO STAIRWA Y, p• 1•w••� ( TI �w � AFFEC TEO SHALL BE DELA YEO UN77L THE M4 TE,9IAL NAS OR-EO 1 D AN A CCEPTABL E rRr&Hr -� �� �� ` i I �/� ., ' NO2." 4,9E CONTENT. LIGHT WELLS, COURT, COURTYARDS AND EXTERIOR PAVED AREAS f✓HICH Is DRAI/VEO ^ p -" -"- � , ,,,R/��� TIGARD 15. rHe OWNER CITY ANO W. B. WELLS 6 ASSOC., INC. SHALL RESERVE Tf,SE BY STORMWATE-R DR-.NAGE PIPING SHALL BE CONVEYED BY SUCH PIPING TO A -- - _ �TO CALL f-OR COMPACTION TESTS. IF THE TESTS OO NOT SHOW SUITABLF. S7 N SEWER, STORK SEWAGE SYSTEM, ORY WELL, OPEN ORA.T/V TERMINAL ORATNA6E •..� tcad �I i y�'�/� :�` �•'�' RESUL TS THE CONTRACTOR SHALL CORRECT IT A T NO COST TO THE OWNER. OI TCH. S7RE-E•7 6UTTEY OR NA TUBAL SURFACE ORA INA GE COURSE IN A MANNER L �( r V " -J I '� ✓� �� / � 16. ALL EARTHWORK AMLO GRADING SHALL CUNPL Y WITH A . P. w. A . DIVISION Ir, A✓HICH WILL NOT CAUSE FLOODING TC AO.JACENT PROPERTY, STREETS, ALLEYS pR ..^.n.w. J / / � C�•,•� � !f�^1 ` WALh'WAYS. rte- f O ( SECTION 24, INCL UOIN6 ANENONENTS, AA&7 CHAPTER 70 OF THE UNIf=ORN BUILOINS �� � r �lt•+^�I~ fi a " (B/ DISPOSAL - ALL POINTS OF DISPOSAL SHALL MEET WITH THE PROVISIONS � C100E, A/�, OR THE REOUIREMEN 7"S OF THE "PUBL I C WORKS CONS TRUC T ION CODE". S ; 17. ALL MA TERIAL USED I S T'O BE PER THE APPROVED PLANS. AN/ AL TEf,'/VA TES OF 7HI S LODE ANO THOSE OF THE Z7.4-PART MEiVI HA VINE ✓URI SOI C TION. SUCH • _�� ;. ? •" _tJ Dmf '' "`"" ! a n ( C ARE TO BE APPROVF_O BY THE EN6I/bfEER A/�LO THE CITY ALLOW A MIiVIMUM OF TWO DRAINAGE SHALL NOT BE OISGHAR6E0 TO ANY SUBSURFACE SEWAGE DISPOSAL API FOR APPROVAL . SYSTF_M, FOU/VOATION OR FOU TIN6 DRAIN pf7 TO ANY LOCA TION WHICH COULD 1B. THE CONTRACTOR IS TO KEEP AN ACCURATE RE-CORD AS-BUIL TS. CONTRIBUTE. TO A NUISANCE- OR TO G'ONO.TTIONS OF_RINENTAL TO THE WELL - BEING . �....,.. "N •,••••• N ••� t9. ANY PLAN CHANGES ARE TO BE ,SUBMITTED TO THE ENGINEER ANO APP/7OVE0 OF PERSONS OR PROPERTY. rHJF DISPOSAL- OF ALL SUCH Of;t47NA6E SHALL BE IN 1 `.1: � _ r�1 � �y � THE CITY F'RIDR TO ANY WORK. I • - __ I , COMPL IANCE h'I TH LOCAL ORDINANCES, S TA TE Ru'LES ANO RE6ULA TIONS. f =j'':"j� - 20. THERE SHALL BE .NO BA rV =LLL TNG Oi" AN/ WORK PRIOR TO TES TIN6 ANO 5. FOU/VOA TION ANO R,4IIIIINS ARE TO CONFOR., TO ALL ADPL ICABLE CODES. /• J / I• �j ACCEPTANCE By THE CITY PLUNBIN6 INSPECTOR. ANY WORK BACKFIL.LEO WITHOUT 6'. SECTION 1407 - STDRM ANO OPENED WATF_.q OR INA GE - WflERE THE FOO Or �1-�_ BEING INSPEC TEO WILL BE UNCOVERED FOR THE INSPEC TOR. ORA INS CO/VNEC T INTO THE STORM .SYSTEMS, THE-)9E SHALL SE A BA CK WA TER VA VE - SLc-RVI/VG THAT L TICS" (PARAGRAPH c). BACK W,4 TER VAL VES. ' MA TEq L INE 7 SEC TION 140.9 - CA 7CH BA SINS (PARA 6RAPH B/ - AL L CA TCH ©A SINS SHAL L r � 1 ni Gar -_ BE TRAPPED BY USING AN I/VVEf7TE0 pNE-OUARIER BEND (!/4) OR WELDED BAFFLE. 1 ':II r ��• ..f A•""' "" I 1 NHE/V O THEA THAN A /UR/VED DOWN O/VLF QUAR TEi'7 (1/4/ BEND; A CL EAN OUT SHALL1 -._._.. 11 1 ! !. NOTIFV ' SHALARv WA TER DISTRICT /TWO/ PRIOR TO COOARDS. N6 CONSTRUG'TIUN. BE REQUIRED AS PER SECTION 1107 (O/ ANO /!=/ CF THIS COOS. ;-� I �i .... .!' 'i 2. ALL WORK SHALL BE" IN A G'COROANCE WI TH AWWA S TANOAROS. 3. ALL WORK WILL BE INSPEC TEU ANO APPROVED B V TWO. 8. 9A IN ORA INS A,�7E TO BE CONNEC TEO Tp THE FCUIVOA TION ORA INS. PROPER KING4FC I TY . IRE N HYDRAT A SSEC NBL Y C471VSIS TS CB" OR 6" M✓ X 6 " BA CKWA TER VAL VE OE VICES ARE TO BE USED INA CCDROANCE WI TH THE U. P. C. a►twr •+•" - •(,� �C , X 'V / 6A TE VAL VE', 6" A0`11X AOI HOLDING SPOOL, ANO MODERN MUELLER CENTU. 'ION ( $1 `�• I «. FIRE HYDRANT, A -442, 6" M✓, 5-t./4 " MV(J 3 -/ ORT /c? NS T HOSE CONNEC 7 ION, - 4 1 j 2" NST PUMPER/ PE:1/T OPR NUT, OPEN LEFT - -= .✓ �y •_r' 'r._ I/'II/ COLOR* YE /_ L , + t 'moi lam' S. EA GHH FIRE HYDKZ7 ( RANT SHALL BE INS TAL L EO UPON A G"ONCRE TE BLOCK WI 7f-/ 1-1/2 CUBIC YAPDS OF CRUSADED1-t;2" DRAIN ROCK'. 7ARPAPE/( WILL � /j J � •, ' �s � � BE LA IO ON TOP OF OAA I,'V ROCK TO SE)wA17A TE ROCK FRM OE:ARTH COVER. 6 P . OURED CONCRETE THRU•S TOL OCKS A T LEA,S T B SQUARE FEET OF BN WWI EARIG -., I -� s SUR=A CE`' A 7' EA CH TEE ANO BE/V`7 L 0 C TION. ! � `-� I 7 I ... . 3S" OF 3/4 '- INM CH INUS GRA VEL FOR ALL. .�fA INS. A'� a... �f 1 « 7 I B. ALL SANITARY SEWER LINES 10 LATERALLY OR 3 ' VERTIC:ALL Y OF WA TER ( ...•. '•"� NA INS SHALL BE ENG'A SEO IN CONCRETE 6 " 7HT CK I 0 ' -Raw CROSSING. WHERE Q/A/A/�-� I (� 7 r? I • ( - (P ) 1.--� OWNER f7 / D� VEL OF'E�4, I Q ` I o ULA' _-� TI GAR D , ? 09OSST/✓6S ARE NECESSARY, THEY MUST BE •MADE A T APPi70XI MA TEL Y 90 WI TH A T LFA S T I B" SE-RARATION BEL OW WA TER LINE. CHR4 RL E� S. HA)971S COMP�4 N� • � 9. MA INS SHAL BE TES TEU Ar 1 60 P.SI FOR 1 HOUR WITH MAXIMUM LUSS OF 'S S, , ( (-if _- %"~�� 1 L� 1� PSI. STATIC PRESSURE - 5 i-SI. IO. ALL ®315 S. E. STAf�i�C STREET PIPE ANO FITTINGS WILL L BE CEMENT-LINEG. PIPE WILL 6.E TYTON ✓DINT I! DUCTILE IRON, CL A S'S 52. - I O)9TLAV, OREGON 97218 11. O. S. B. H. BACTERIOLOGICAL. TESTS' i7COCiIREO. �F�'- 12. TWO WILL INS TALL. ALL COPPER SERVI CES PRIOR TO BL A CX TOP!TNG OF r.•,, po STREETS' ANO DRIVEWAYS. ME-TEWILL BE INSTALLED BY DIS7:RICT UPON '15103) 252-1 478 �,�.q PkoFF;� --- __--- ----__ ------ _-- I/VUI V IOUX L REGUE S 7' FOR SAME. 13. UPON C0N,i-7LETIO1V OF INSTALLATION, CONTRACTOR UR G'EVELOPER WILL. AO VISE TWO OF TL'TAL CON5 TRUG TION COSTS TO WHICH WIL 1. BE AGOED 1 Off" FOR OLS TRI C T t2,949r V"ICINI T V AfAF' INSFFCTI 0/VS. WA TER !_OS_S, CVE-RHEAD. SAMPL IMG, AOMI/V1'S TRA T1'C7N, ETC. , AN,•.JZ7 , FOR ENGIPrIE'ERIN6 gEVIEW, ING'LUOIN6 "AS-BL/1 C. T" DRAW;NGS, INTERSECTION , Z•�N NAPS, UPDA TIN6 MASTER MAP, ETC. !4. THE ESTIMA TED !,?Ar TO TWD NOTED ABOVE MUST BE ON DEPUSI T PRIOR TO b CONS TRUG TIOYS`� y'q �\,�y� �N. r• s. I , BE6TNNIN6 N. r S SC t1� .S i r='E::�'I"I T l" PIC:!'.:::;:, r3��i">�.ii:3:."•:q�3�i t�/,:I. 1. „ f:l���C:> L C:� x ,, i.j f 17 vw I , - .•o.wMll✓ IWyfy/yNYwn«ruww,w; ,. M�MIWMW1f."My.31AN1• • `..,•M.�'�+............ .. i - .. '..rk miNV•': ,.: q _ �' ..�. , � .,` .:,y,;,•. Nki 'I''3;ii�.� '" -.. ,/"' ,i ' w.-...._.ter. ` .. �::�aw'L1�Gi�iY nrr.w..«-.........w �',.�+,`^.I•, ., '.i;•p9��.�•.-q .. Yj�s:P:�'i� ,:Yl:�. ,...1 . ' ., . 11111►�II1111111I11111111111III11111111111IIIIIIIIIII1I11��111�IfII1�1111I111�111IIIlIIIIIIi I11l11111111IIII�11111IIIlIIIIII�11111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111111111lIII1�11111 �• �! I 2 3 4 5 7 8 9 TIO I I NOTE: IF THIS MICROFI.LMED DRAWING IS IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THF QUALITY G" THE ORIGINAL. DRAWING. ------ --.- --- -- , OE 6Z 02 LZ 92 S2 1P2 E2 22 12 02 61 91 LI 91 91 b1 EI ?,I 11 01 6 9 L 9 SII.• b C L, I i�11III11111111111111111I111111111111111111111JIIIINIIIIHIIIIIIIIIiluuhluln11111uIlnlllulllulluUllulllullu�IIIUIII InIllulul111nillullnllflllllf11111111I1! III IIidIIILI1111IIIIIllillmdill ill lullwllWl"nfllull�lllllulllllllllulllll�� APRIL . 1991 I C, Nd9 0. 9O •Y rr r�rnrrr •• ■ • ••' •� rw • ••Am••r• wrrwrrwrr wrrYr• wwr arrrr wrrrrtrrwrr w.rrr•r�wrr.�rrwrrwrr �rwrr� �rwrrw rrwrr wrrw------rrwrr—wrrrirrma.rrrrrrw rr w rr w rr w rrr�r rrwrrwrrwrrwrrw •• �"� �{"� ' } DE CK p I Z � > 3u Wzr' 0 O V W -j N DECK 1 ;° W W i a u � W a a '! 1.+ / \ rwr� N. B8 58 5-,n` if ., 95. ►6 MILLLr/ ( ..ter r rrrrr,.r..Mrrrwrrrrrr.rr.� I Q I / WALL ' ' 1 I J / D �. 2 / 24 / �, A\lA I ►n_� - �- clo WALL \ _.� 23 v I QZ n !V c� I I DECK h' 100 BECK •'� � C, �D K /� P� i --- •o W V r' z `, ' \ h h �o° 0 a V _31 \ --- P 4. 4 OE ^ l t I y. R t 00 z ,. WAL/_ � \ ;'__ � _ �� 25 fila% O \/ A . w rT� / ,� 1 i to DECK ` WALL-�- g \ `r ^ (. ` 6� 2 1 2 i Q DECKDECK -` — 24 �-`r �� tc O 001 r a. rrwrrr 5. 68 507? W., 100. 57 ; 29 i ul 27 — OHIVEWAr ENTRANCE IS TO BE ---- A STREET GRADE ENTRANCE, NO / 1 _ , OHI VENA Y APRON I S TO BE z 1 Ee WALL (�^ — -- I 1, ---�� r�C ' � INSTALLED. POURED IN PLACE CURBS D I 1 ARE TO BE USED FOR THE ENTRYIE �1 • ! ` � RADIUS SECTIONS. �u --- 0 N� HE-TQ INI s / DECK- WALL , 2 ® 20 , I z 102 El 4 DECK- WAS L i � •I DECK f // U; - -- -- • = 96 l9 o DECK R - 15 ' \ 5S . 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