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SG`�u4C �-' _' �- -- -1 �- -- -- �- - .. _1 I T.> �Q ,,.�.,��� ��T .p �� . o�. 7, 4 �/C)A R C) �r4 QQ L /�N T 0901.. , T/`��'M� •�/OI 1 i . o CI*L I T I1 L L.. �X Ta?i?/G›i4 ll.�L L Q Aden- . •/1 CAe" 710 41�/l OafiC , , 4 a/�s�L/T s:Com AC =til•vim'.,.•.� L , �-�/^-� �+ L , I I /� GI/•-/ I�GaC�/'�444.A4 - l"aL T .q A../O 1 l Ti•-!/C•{ Z' 7:4�•JL�i4/� L..+� iI �A m'� ANic L O U�� / • / N I I / I�Lr'r✓a0.n . o,s rsti�.c 7rrivcJ. •� - /- 0 1... _ _ _ 1 i '.--- /S steits e.t.a T o.v e.(2•' •r-�ui�... pti, Q- :STc� aI► .tar �/ I/7- -' 0' �. • o �,�,��" ALL �xTGa/o�z t✓.A .�L .) - - -- - -� �— -// The FIRE RESISTANCE DESIGN MANUAL, as published by the 1....,. { ..41. '-------------1 s ,,,v. --- I �� t Gypsum Association, is referenced in the following model building codes: i . a y UNIFORM BUILDING CODi, published by the International 44011 OR 1 0 Id Conference of Building Officials; I f �� � �, (See footnote a, Tables No. 43-A, B & C) tt ,, Fire mound GA SKETCH AND OES1Glr! OATH itzk r, eL V•477 01.1 , r • / / o'v Rating Rating File STC No. DETAILED DESCRIPTION 1 sound 1-✓1 4A?L3€_ 4/Q'4 O T,4/L. gt5" II \ l% ' - z�?' �`�-�c�_ ,� r r , Constr scion T Gypsum YPsum Wallboard. Wood Studd / \ ? • j/ / ,�.ar c-r-��wt Base layer s 'z 04.41/TO wy'Low a►./Ss�-rte I ti type X gypsum wallboard or veneer base applied at n hr angles to each side of double H R , g 9 b e row of 2 x 4 wood studs __ __ L 16 ' c C. oil separate plates 1 ° apart •pith 6d coated nails, 1 %' !--— - 55 ,- '""`� K1 � 'r �� • 0'/ _. 't ons. 0 085" shank, v." Meads, 24' o.c. Face isyer S," type XX r 1 �` to WP 3820 gypsum wallboard or veneer base applied at right angles to each I `� _____4._______________ -- -r_- _ , side of studs over base laver with 8d coated nails, 2%" long, `' T�/VQ,� AR Go 3?"� o , • ,l 5c., ,, 0. 1 o0" shank, ,. " heads. 8" o c. Stagger joints 16" o c. each ~ ` Ti4 /i.... '=" -s L_ ;� . /_ o layer and side Sound tasted using 31/2" glass fiber 0 75 pct TN/S �S T.4/Q J,-1+,•1 L L J'GQV�' TCN OG'GL/ �i/�/T r ThlC;cn•ss: 1 Obi," I y..11C�ML.,.4.4 / . stapled to studs in stud spaces on o,le side and with nails for 0- - _ / base layer spaced 6" o.c (LOAD-BEAR''vG) o Weigh 13 psf 13 --- --- n ��� on Fire Test: Sue WP 4135 - -- -- -' . (/ ) /�.�c ..n r c.�.�c Ai'G•r� Sound Test: ��GC 3058 4 /. r • 8 k is; /'' 1 O it �� .t 2.•Eo w ST GZ Tf?C..�O� iv, S r ." AAA re//.-ICJAA ��'� �rr"���• Atw+ ._ , I / Construction �+. .\._ s Type: Wood Joists, Gypsum Wallboard .N/TC'Q �4 LL " proprietary type X gypsum wallboard or veneer base applied :76:7174110.„...,„.41.111,,,,,:_foli ,''~'"~' - H R a: right inbles to resilient furring channels with 1" typeS drywall 11 / 4�G'i�T. ,,,f0/IV T S ) FC 5105 -- _-- I screws 12" o.c. Res�i;ent channels applied 24" o.c. at r ht angles ( .o.y) to wood foists io" o c with 6d common nails Wood vests 9 P- Fire Te. Ceiling Weight. 2 pat /7.7—/ � L I 1k Fire Test. UL R6352 ill- I porting S,�" Plywood and t" proprietary sanded gypsum uirlay- Alt G®>agn 1502, 4-21-T1 eP merit Sound tested using 3'�i ' glass fiber in joist spaces and Sound Test: G ti BV1l-10 MT, 10-13-10 __ —,/,' y with carpet and pad +r — _--._ __ -- -- IIC & Test: (73 C & P) G & H r-' k I • • • 55 8W-1 J MT, 10-13-70 I 44 ! % 1I ,i )il 161/1 �_- J 59 Construction 1ype: Wood Joists, Gypsum Wallboard t h l o l '/2 type X gypsum wallboard or veneer base applied at right f-' ""'�T-� ' _ - j„� angles to resilient furring Channels 1" t d well r ni _ 1 " yPe ry yC eWS + �, Li 2 o c. Wallboard end joints located withmidway bene ,n ooMinuuus �` i .....\ - i FC 5108 channels and attached to additional pieces of channel 54" long •� __�. w th screws at 12" o c. Resilient turwing channels applied 24" I Apprac Ceiling Weight: 3 psi - - f-N, o.c. atnphtanglestowoodfoists16 oc. withSdcoatednails, FireTet. FMFC•150, 2-16-71�� �.� ( 11 - �=+� _. _ - 15 s" Ion 0.086" shank. /�. heads, Sound Test. G & H CCA-t7 IP r g. two per foist. Wood joists MT 3-?4-T' 1 � _ • ��' .�•• , �— 1 - - — �� ` �. /� s r�/�►�c-e�ci� supporting fix" plywood subftoor aro; 11/2" cellular or lightweight IIC & Test 70 C & RI LIH . / �twue� �•/k �► � � concrete (t t5 pct) over telt. Sound tested with carpet and pad ( & �." - /I y'� .e'"' OG TS - ,�. p CCA-1 MT, 3-24 73 \I [ • .A‘ 0 i I • '�0, I N r ""'- I '' /50 �O,iQ casfry .Ill NOTC OT. �♦4SISSII4D1, ii 10 11 1 ! , • .4AilLi 1P .,/0 • • / IVA [Lit.---) ca • # g i Ai LtrrillithcPAlf "olyi.......% / i CS"). 45 A L G.'49A1 A".4 /L/A/47 L�1� T#4 /L.. s� ,� '. , o " 120 M E E . 34th Place, Cdnby ,, OR 91013 f` '`I Ph Portland Ph Canby 266 411 �l _ _. __.__ _. _ ___ .. T72'- f OF Or& . 11Ill ►1111IIIIIIIII111111111111111I1111111 / 111111II111111111IilIIIIIIIIIIIIIIIIIIIIIIIIIIIIIrll1111111111111111111111111111I1I111I111111111111111111111111111 1111111111 0 111 111 W 11111111 • Noll : 1 I THIS M li,RUF ! IMP ' ►• �._ -I_- - -- --- __ ? ---3. _ _ _�..._.4 — 57 B 9 I I l 12 DRAW 1l& IS LESS CLEAT THAN THIS NOT ICE , I I I n!JL h) THF ')I!AL I I V OF IHE OR IC, INA/ DRAW IN(,, OE 6? 82 L 2 9? SZ t'Z C? ZZ 12 0? 61 81 LI 91 SI VI El 21 II 01 6 8 1 9 t, E I 3111►111' iiilIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII;IIIIIIIIIIIIIIIIIi11I1111111:lI1ilII1IIIIPIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1i1II1I11111111111111111111111111111111;11IIIIIIIIIIIlI11111111I11111111II1IIIIII11I1II111IIIIlII111111I11111111111111111111111111111I1111r111111111111111 II11111111111111!II11111111 I. - 1 16 X C.4 T/0/V: INTENT uF THESE DRA 1 W Nva ANO S1 E.c.1E ICATIUNS: These documents represent the minimum information needed to describe the intent of the OWNER/BUILDER to construct the buildings as shown MASONRY VENEER: hereon and to obtain a building permit for same . It is the intent of At those locations es selected by the OWNEI , BBUILDER install a 4 inch these: drawings to afford the OWNER/BUILDER the greatest degree of flex- thick masonry veneer (motorail as selected by the 0/b) secured with bility (within the constraints of all applicable codes and regulae.ionsi corrugated and galvinized 16 gauge , 3 1/2 inch by 3 1/2 inch icy 1 inch, in selecting materials , suppliers and subcor►tructors . In several instances metal anchors spaced at 16 inches on center each way and nailed with a manufacturers name is used to establish the general design intent but lOd common nails through to wall studs. this is nut meant to exclude other qualified suppliers from bidding the work . These proprietary names used hereon have demonstrated an ability S:uiNG: to satisfy the requirements of I .C. B.O and the 1985 edition of the Provide bevelled cedar , aluminum or vinyl erring over 151 felt with 6 dnitorm Building Code 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 the requirements tor TYPE V All stairs and handrails shall ne as prefabricated by WSW ,K.aAa/iacrc�r•� unprotected structures housing a R-1 occupancy. Two hour arca separating or other succesfull low bidder to the dimensions as shown and shall con- unprotected 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 stars and handrails shall he constructed of the manufacturers standard components of floor area on the second floor . Also, there is no requirement to provide any facilities for the handicapped on this project . as shown on the sesame drawings attached hereto. Maximum rise per tread is 8 inches and the minimum run pet tread is '4 inches. The maximum EXITING: allowable variation in any one run of stairs is 3/8 inch. Stair width All doors to the exterior shall be operable from the interior without 'hall be 3 feet 0 inches . Handrails shall be placed at 32 inches above the use of any special tools or knowledge . :he nosing of the treads . They shall be continuous the fall length of the stairs. At least one handrail shall extend no lest: than 6 inches STRUCTURAL DESIGN CRITERIA: beyond the top and bottom risers and the ends shall be returned or shall terminate in newel posts or safety terminals . Handrails projecting from Soil bearing value assumed at 1 , 500 pounds per square foot . Apartment floor., aesigned for 40 psf , live, 15 psf , dead and 55 pet , total . Stairs a wall shall have a space of not less than 1 1/2 inch between wall and and exit balconies fur 100 psf , live, 15 psf , dead and 115 pat , total . the handrail . The handgrip portion of the handrails shall not be less Building roofs designed tor 25 psf , live , 15 pat , 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 and braced for U. H.C. Seismic Zone 2 . Gaurdrail and stair handrail designs shall support a lateral impact load of 40 plf . GUARDRAIL;: All unenclosed floor and roof openings, open and glazed sides of Ian- CONCRETE: dings and ramps, balconies or porches wh►.ch 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 yuardr ►il .r;uardrails shall be not otherwise. Minimum compressive strength of concrete shall be Fc ' = 2 , 500 less than 42 inches in height . upon 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 STEEL: private balconies may be 36 inches in height . Structural shapes and plates shall conform to ASTM A-615 grade 40. GLASS AND GLAZING! Welded wire mesh shall conform tn ASTM A-185 . Anchor bolts shall con- All glass doors and windows shall meet or exceed the requirements of form to ASTM A-307 and shall have standard cut washers where bearing on Chapter 54 of the 1985 U.B.C. All windows shall be double glazed in wood. Provide one coat of shop applied primer on steel members after aluminum frames anodized medium bronze. All glass subject to human im- fabrication. Provide protection of steel members embedded below or at pact, such as the patio sliders , shall be glazed with heat temperred grade with asphaltic emulsion after all welding is completed. glass. PREFABRICATED WOW ROOF TRUSSES: Truss manufacturer shall supply calculations 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 and more. surface which extends upwards :into walls at least 5 inches. FRAMING LUMBER: MATERIALS AND FINISHES: Lumber grades shall be as follows : Roof joists , floor joists, 4 inch All interior finishes shall be in strict compliance with the requirements nominal beams and headers and 2x6 studs shall be 12 Grade Douglas Fir : of Chapters 17, 42 and 43 ofthe 1985 U.b.(.'. All exterior and interior materials and finishes , including but not limited to, masonry , mortar , 6 inch nominal beams arid headers shall be r1 Grade Douglas Fir : 2x4 studs shall be Stud Grade Douglas Fir : All sills and plates in contact siding, 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 s c ' ► drapes , colors, textures and trim shallbe and for roof joists at 10 feet maxi- P as selected by the OWNER/BUILDER. pa icy mum spacing . Minimum nailing of members shall be in accord with Table t1bATINc;, VENTILATING, PLUMBING ANIS EIr,ECTR1tAL WORK: 24-Q of the 1985 U.B.C. and shall be increased as shown on the drawings. 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 are model numbers of "Strong Tie" and constructed by the successtl►ll "low bidder" and shall comply with brand as manufactured by Simpson Company. Install all such connectors all applicable codes, rules, regulations, ASIIHEA standards and directives as r:ccomended by the manufacturer and as approved by I .C.B.O. Nails from the OWNER/BUILDER. These respective subcontractors shall prepare shall be installed in all connector holes . all drawings and calculations, pay all fees and obtain all permits as are required to accomplish their work and they shall also provide the FIRESTOPPING: OWNER/BULLDER with two copies of their drawings, updated, to completely Firestopping consisting of 2 in ..h nominal lumber, gypsum wallboard or define the "as 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 top 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 a period of one full year following titions at floor and ceiling lines. B. Along aria in line with the run substantial completion of the burldinys. "Substantial completion" occurs of the stairway in adjacent world stud walls and partitions, also, at the when tha 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 firestopping to accomodate wiring , plum- bing, duct work and similar utility runs must be packed, in manner, which will effectively maintain the inteyrety of the firestopping and cut off all concealed draft openings which could afford a passc.ge for flame. PLYWOOD DIAPHRAGM AND SUEARWALL NAILING: All plywood subfloors, roof sheathing and exterior wall sheathing shall be Structural #2 or C-D Grade , mir►imam 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 all floor, wall and roof diaphragms with 8d Common nails at 6 inches on center at panel edges and at 12 inches on center at intermediate supports except as noted more frequently on the drawings . THERMAL AND SOUND INSULATION: Insulate all attics to R-30 and all exterior walls, party walls and floor-ceiling assemblies between individual tenants to R-11 . At the in- terror face of all exterior foundation walls install fibreglas FS-25 and R-11 insulation for its full height. Construct all floor-ceiling assemblies separating individual tenants to conform to the requirements of the CYPSUM ASSOCIATION File No. EC-5108 or FC-5105, each sound tested with carpet and pad to STC 55 - 59 . (OWNER/BUILDER option to use light weight concrete or yyperete underlayment) Construct all party walls to conform to the requirements of the GYPSUM ASSOCIATION File No. WP-3$20 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 most of the party walls , sound tested with nailing spaced at 6 inches on center to S'I'C 55 . CAT/pNar NNGQC Irr/eelilrolaA.is AL/7' a-!v!.!c ADO GPI �, .44171:, Arm sw 't N 7- e'HA#4,4 MLitt -na /ISO ,e,� Or/04Mj� 7 Or 'VaLL. TWO HOUR AREA SEPARATION WALL: Construct the required two hour walls (from con- crete foundation wall to underside of roof sheathing) to conform to the requirements of the GYPSUM ASSOCIATION File No. WP-3$40 (no modifica- tions allowed here) sound tested with nails for base layer spaced at 6 inches on center to STC 55 - 59 . 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Z OZ 61 91 LI 91 SI VI El ZI 11 01 6 9 1 9 S 0 E: 2 1 "1.1 Mx Lh.:____ !IIIIIIIIIIII;IIIIIIIIItIIIIIIIIIIIIIIIIIIIIIIIIIIIilimi11111111111111I1111111i1I111II1111IIIIIIIIIil1111I111lliiiihi1II11iiiii1111liililll1111�11iiilimi11111111111IIIIimilifilliILlliIIIII iiiilllll bisi1imili1111111111111111111111111iiIlU11i1 nllluish111U)IIlinsi 1 ilmiIIw1111t * 16 X 109TH 14701 , 14703-14799 3 OF 5 LTTTT,F PTTT,T, MOUNTAIN PARK RQ(1c,R2 RQfF11 RQ(1�1ti d ( '..'s\ I PROJEC7 ' MOUN/JUL IN T A ifir A 1 Fr iiir Ii E A 130 UNIT 4RARTA/ENT COMPLEX A/C) 712 S. ' TIGARB OREGON (4 70•• -99 S&O /094'h GHEE T INDEX • i _......................._ ____ JIMP=MIMINIIIIIIIIMMENIMOMMM.m•MMIIF J. CONS TRUC T ION SHALL CONFORM TO THE CITY OF rI 6A AD "PUBL_ I C WORKS 1 COVER Sf�EE T CONSTR:JCTION CODE" 4N40 ALL OTHER BUILDING CODES THAT ARE ENFORCE. 54NI TARV SEWER 2. SITE PLAN I I E. U. S. C. . U. P. C. 2. THE CONTRA C TOR SHALL OBTAIN ALL REOUI/? L7 PE RMI TS A.NCI LICENSES TA '7/VBEFORE A SR7S CONSTRUCTION. .1 THE 'MATERIAL FOR THE SA NI 'ARY SEWER L I/M!S SHALL RE CONCRETE SEM•'_=R GRADING FLAN, 3 NO CONSTRUCTION IS TO COMMENCE UNTIL PLAN: ARE APPROVED. PIPE OR 30!4 P V. C THE CON TRACT7A SHALL CONSULT AND 64IN THE CITY OF 4. THE CONTRACTOR IS TO COCROINA TE WITH ALL OF THE UTILITY COMPANIES 7_'64 RD APPROVAL FOR THE MA TER IAL. SELECTED �J ti THE MAAKIN6 OF ALL EXISTING UTILITIES. 2 ALL SERVICE L A TERAL S SHALL BE CONSTAUC EO TO ME �'/ET OR EXCEED THE , STORM SEWER PLAN. S. THE CONTRACTOR IS TO COORDINATE THE RELOCATION OF ANY ExIST%N6 REQUIREMENTS OF THE CITY OF TI64140 AND THE UNIFORM PL U/IS f/V6 CODE. ifTIL I TIES WITH THE CITY IN'SPEC70R. 3 ALL ,MA TERIAL S AND WORKMANSHIP ARE TO 'MEET OR EXCEED THE REOUl AEMENTS 5. SANITARY SEWER PLAN.6. THE CONTRACTOR SHALL KEEP THE CITY 6 W. B. WELLS S ASSOC. . INC. OF THE CITY OF T1AND6ARD AALL APPLICABLE CODES AD VISED OF HIS PROGRESS SO THAT INSPECTION CAN RE PERFORMED IN AN 4 A L L SEWER LINES ARE TO BE AIR TES TED AND TV 'E0, PER THE AEOUTAE,wEt/rs EFFICIENT MANNER. TWENTY-FOUR (241 HOUR NOTICE MUST BE SIVE/v FOR TESTS OF THE "PUB,_IC WORKS CONSTRUCTION CODE" (.N THE RIGHT-OF--WAY 09 ESN 'r. / 5, WATER L INE PLAN OR INSPECTIONS. TESTS ARE TO .7BSERVED BY THE CITY AND W. B. WELLS 6 ASSOC. , INC. IF PVC 7. THE CON TRA C TOR SHA,:..L 00 ALL OF THE WORK SHOWN ON THE OAA WINGS AND IS THE SEL EC TED MATERIAL A MA NDRA L TEST WILL BE AEOU=AEU ON ALL L I.19E"S. ALL INCIDENTAL WORK CONSIDERED NECESSARY" TO C,`.7MPL ETE THE PROJEC-. IN AN ACCE/'74.7c.E 144N/VER 5. SANITARY SEWER LATERALS SHALL BE PL US BED 6 NARKED WITH 4 2" X A " S. ALL MATERIAL SUPPLIERS SHALL, UPON REQUEST. SUBMIT TO THE CI TY OF NAAKEA E.►'TENTED FROM THE ENO OF THE L 4 TEAL TO A POINT 2 ' ABOVE FINISH 1-;-6,4R0 AAIO%OA w B. WELLS 6 ASSOC. , INC. PROOF THAT THE MA TERIAL S HAVE 6)7ADE AND L ABE-L ED "SANITARY SEWER LA TEA.+L ". THE DEPTH SHALL AL SO BE BEEN TESTED AND FOUL IN COMPLIANCE WITH TME ABOVE SPECIFI CA TIONS AND NOTED ON HE MARKER . A49 PAINTED WHITE. SHALL CERTIFY THA r ALL MA TERIAL S TO BE DELIVERED /0 THE JOB SI TE MEET OR 6. PIPE REDOING SH.+LL CONFORM TO THE MATERIAL REQUIREMENrs OF THE CITY EXCEEJ SAID SPECI'=ICATIONS PPTOR TO DEL.'YEA7V, ANY M-. TERIAL NOT CERTIFIED OF TI6ARI0. BY THE SUPPLIER SHALL BE RE-(0VE.7 FROM THE JOB SI TE Ar NO ADDITIONAL C/S7 / ,34 CKFZLC FOR TRENCHES WITHIN THE RIGHT-OF-WAY SHALL CONFOA•I r0 THE TO THE OWNER. NA TERIAL ,REQUIREMENTS OF THE CITY OF TI FAAJ Sr 1AAFF7C CONTROL DURING THE CONSTRUCTION Of- ` W.... SHALL SE B. TESTING SHALL BE AS PER SECTION 3. 8 O51-'SL' _ . ADDRESSED 6Y THE CONTRACTOR. A /HAF'IC .,ONTROL PLA N, .-/- RE IAEV By THE- CITY OF 7164RD , SHAL BE PREP4RED AND SUBMITTED TO THE CITY leis" FOR APP,7OVAL . /fr-lIC f-91 10. THE CONTRACTOR IS TO COORDI 'ATE ALL UTILITY =NST4LLATIONS. THE CONTRACTOR IS /0 UP LI' AL. ' NE CESSARI TaEVCHIN•6 FOR SAI' UTILITY — I.NST4L_.ATICNS. STORM :;EWER 1 . 11 . EMBANKMENT MATERIAL SHALL RE FREE FROM ORGANICS. FROZEN MATERIAL, TUALATIN VALLEY FIRF MARSHAL OFFICE C10NCRETE, ASPHALTIC CONCRETE AND 7THEfR DEBRIS. 1 ALL S`ORM SEWER PIPE SHALL BE ASTM C-14 CLASS' 2 CONCRETE BELL An' �,rf���/ 12. F.MBANKME.V7 SHALL BE CONSTRUCIEO I V SUCCESSIVE HORIZONTAL LAYERS NOT SPIGOT WITHOUT RUBBER GASKETS. UNLESS OTHFaWISE APPROVED BY THE' CITY OF ^7I ,h If/', /��/ I. ,Q►,� APPROVED . , EXCEED INS E2-61-17- (8/ INCHES IV C OOSE THICKNESS. THE USE OF L 04 DEC HAUL I.V6 TI S4RO b -✓V j /T 1K 1V / l �� CONDITIONALLY APPROVED . , . . Or EQUIPMENT IN ALL BUT THE LAST TWO (01 FEET OF PIL: WILL BE ACCEPTABLE 2. CATCH BASINS. INLETS. PIPE SEC.7IN6 AND TRENCH B4CKFIL.0 SHALL BE AS �1 ,.J+( /^ / APN'►IOVAI, �:1' PI ANS) IS 140 t IN APPROVAL OF Fag COMPACTION, F'.90 v1 OE0 /HE lE REQUIRED DENSITY IS Oft TA I NE O THROU6HOUT T THE SHOWN ON THE DETAIL SHEETS. P/ �`Kg � 4�/I/ OMIW I(1)4 1 t-N$44i *,'1 HID TH A N!D DEPTH OF EACH LAYER. THE TOP TWO (2/ FEET SNA . HE COMP 4 C TED 3. ALL S ROAM SEWER LA TERAL S SHALL BE MARKED WI TN A 2" X 4 " MAAKEP J USING SUI/ABLE MECHANICAL COK'P CTORS. EXTENVIN6 FROM THE ENO OF THE LATERAL TO A POI,NI 2 FEET ABOVE FINISHED Y / k h ���l p ' ' 13. ALL BU- THE TOP TWO (2/ FEET OF FILL IS TO MEET 90A- OF AASHTO 7-180 !^r c �h FOR COMPACTION. THE TOP TWO (21 FEET SHALL MEF T 05, OF AASH TO T--180- GRADE- AND MARKED 4 S%DAM LATERAL . THE DEPTH OF THE L A TERAL SHALL .A!_ SO ,J�t' 4 T (/ .1 BE NOTED AND PAIN FED SHEEN. ���wwn�oo cc 14 THE MA TEAIA,_ IN EACH L A YEA SHA_L BE OF A MOI S T['RE CONTENT TO MEt T r` ;;;;;;--1- ! U � _ ' 4. THE CONTRACTOR SHALL BE RESPONBSIBLE FOR DEVELOPMENT OF AN ON SITE -1/“-?r '- Z ( 6{r/{ THE ABOVE COMPACTION REOJIRE MENT WE TTI,1 c, OR ORYI-V6 OF THE MA TERIAL AND �L,��._•_ �-r i V ��f, 1'a 7 __ T PA INDRA IN SYSTEM THAT Is IN CONFORMANCE WITH CHAPTER 14 OF THE UNIFORM .. 1-• ?, , CpS/� ()) NANIPUL - I0N TO SE CURE A VIFOAM MOI S URE CONTENT THROUGHOUT THE L A YEA ( 17j------ 17------- �� w , �V `: PL.UMBIN6 CODE. j, --. -•"_�`.�-1 �� NAY BE RE OUT REQ. SHOULD THE MA TERIAL S BE TOO 146" TO PERMIT PROPER / _ \ V-Sl�CTION 1401 S70F,tNWATER JfR�+INA6E REQUIRED. ` t . i,j)Ll7WPACTION SY AOL_LINS, A/-L WORK CN ALL POF7TIONS OF THE FTLL THUS . _AFFECTED .SHA._L BE DELAYED ✓NTIC THE M4 TERIAL NAS DRIED !O AN ACCE/ T,'-+' E �A/ ALL RAIN, STORM ANO UTHER AUN-OFF FROM ROOFS. EIPOSEU STAIRWAY, ( �•� •1L._ SI O'II `is11 / � ,\ MOISTURE CONTENT. LIGHT WELLS, COURT, CODA' ✓ARDS AND EXTERIOR PAWED AREAS WHICH IS DNA JIVED �� ," � - � // �..« TIGARD . , BY S TORMW4 TER DR-INA 6E PIPING SHALL BE CONVEYED BY SUCH p'IPIN6 TO A / ' ^__J Ai- ""'..".► l� ,. Pg. A1•• 15 THE OWNER , CITY AND W. B. WELLS S ASSOC. , INC. SHALL RESERVE THE ,.,? } �► STOR w SEWER. S ROAM SE WA 6E SYSTEM, DRY WELL, OPEN ORA i N TERMINAL ORA TNA 6E' - r T I ....•w:•'� P16H7 TO CA.'...- A-09 COMPACTION TESTS. IF THE TESTS CO NOT SHOW Sul-TABLE L1'3"� I , �'+/� „..- D,77-0m, / S TREE 7 6U T TF_R OR NATURAL SUf7FA CE DRAIN/46E COURSE IN Al MANNER / �5 RE-SULTS THE CONTRACTOR SHALL CORRECT j r AT NO COST TO THE Oh'VER. RI( J 1 �� WHICH WILL NOT CAUSE F.COOIN6 TO ADJACENT PROPATV, STREETS, ALLEYS OR �\ '�"”" ! ✓ • '"""' ILS ALL EARTHWORK AMO GRADING SHALL COMPLY WITH A . P. W. A DIVISION II. (---" / 1 ' HAL KWA YS. I E6V9Piille •SECTION 24, INCLUDING AMENDMENTS; AN7 CHAPTER 70 UI= THE UNIFORM BUILDING 1 �� '. .` I! '>, CL70E, A.�Y7, OR THE fiEOULRFNENIS O!` THE "PL.k9LIC WORKS CONSTRUCTION CODE" /I9/ DISPOSAL - ALL POINTS OF DISPOSAL SHALL MEET WITH THE PROVISIONS .0. 1. I3) •r,,, , OF THIS CODE AND THOSE OF THE DEPAATMEN/ HAVING JURISDICTION. SUCH Loss . 17 ALL MATERIAL_ USED IS 70 BE PER THE APPROVED PL 4 iVS AN/ AL TE RNA TESN • ORA INA SE SHALL NOT BE DI SCHAP6ED TO ANY SUBSURFACE SEWA SE DISPOSAL _ 'r`is L--� i- c Hr ! ..,.,rix 1 .:RIE TO BE APPROVED BY THE ENSINEEIJ A•'�.0 THE CITY ALLOW A MINIMUM OF TWO ,,.,, -f • • _ i • ..SYS"EN, FOUNDA TION OR FOOTING DRAIN OR TO ANY LOCATION TION WHICH COULD • - N M EKS FOA APPROVAL . -" K �, .�.r.. ergo O. CON TRIBU TF_ 70 A NUISANCE OR TO CONDITIONS 0E/41/MENTAL TO THE WELL - BEING ���•.• .18. THS= CO/✓TAR,ICTOA7 IS TO KEEP AN AL'CUR.I TE RECORD OF AS-BL/IL TS. f L >J,_ ',AI* ' . ��/` � w 1.9 ANY PLAN CHANGES ARE r0 BE SUBMITTED TO THE EA/SI/VEER AND APPROVED OF PERSONS OR PROPERTY. THE DISPOSAL OF ALL SUCH DAA INA SE SHALL BE IN -• - - ` _ THE CITY PRIOR TO 4FVY WORK . COMPLIANCE W7 TH LOCAL ORDINANCES, STATE RULES AND RESULA TIONS. 1141 .A r - ?_ • . t--1r.;1 i .�t ;1 •A I 'L j w'- 20 THERE SHALL BE NO BA CKFIL L INS OF A N l WORK PRIOR TO TEs TIN6 ANO 5 FOUNOA T l ON AND FJ..'I MORA INS ARE TO CONFORM r0 4 L L A PPL I CA BL E CODES. __, _ _ t .......�:J j L fl 4CCEA'74NCE' BV THE CITY PLUMBING INSPECTOR. ANY WORK BACKFILLED WI 17.70u7 6. SECTION x'407 - STORM AND OPENED WATER DRAINAGE - WHERE THE FOOTING c • � '` `r '� �1 I D --- �� .- B=INS I NSPEC TED WILL BE- UNCOVERED FOR THE INSPECTOR. 1 1{ • t- t DRAINS CONNECT INTO THE S TO.RM SYSTEMS, THEAiilE' SHALL BE A BACK WATER VALVE .Si+. ,_ • Li'J -,• . _-_ -Al� , wSEAVIN6 THAT LINF (PARAGRAPH CI, BACK WA TEA VALYES. 1 _ • - !y .,;. . - _ , 7 SECTION 1409 CATCH BASINS /PARA GRAPH B/ - ALL CATCH BASINS SHALL it - •' _ / 1_ A ♦_ at �� �� ,- 1 4 ifA TEA LINE' BE TRAPPED BY USING AN INVERTED ONE --OUARTEA BEND (1/4/ OR WELDED BAFFLE. I __ •yam„ = J�1�' 1 l MIEN OTHER THAN A /URNED 00WN ONE QUA R TER 11/41 BEND, A CL EA N OUT SHALL .--.1 w 1 l�aL.' l I , J 1 NOTIFY TiARD HATER OI STAICT (TWD/ PRIOR TO COMMENCINS CONSTRUCTION. BE REOUTAED AS PER SCC TI!JN 1107 /0i 4ND (El OF THIS CODE. I _`- ' Al� , .......-. 115 . ... 1 �.., ALL WORK SHALL BE IN ACCORDANCE WITH AWwA STANDARDS. BE F .,:" • .� B -7 B RAIN DRAINS ARE TO CONNECTED TO THE OUNIOA TION URA I/VS. PROPER KING CITY 2, 1 . . t . I - _ ALL WORK HILL BE INSPEC TED AND APPROVED B V TWO. •"'t1 • 'AI -. 4 1 __-3 ` A BA clrwA TER VALVE DEVICES AAE TC 9E USED IN ACCORDANCE wI rH THE u. P. C. i,. • •/ �.. 1 4 FIRE HYDRANT ASSEMBLY CONSISTS OF 8" OR 6 " NJ 4 6 " FL- 6. TEE, 6" FL 6. '. i'4. I .S `� - I 1 X M✓ SATE VALVE, 6" MJ X MU HOL UIN6 SPOOL. AND MODERN MUELLER CENTURION •' 1 � -. ' 1 f. E ., FIRE HYDRANT, A-442. 6" M✓, 5-1/4 " MVO. 3-PORT (2"-2-1/2" NS7 HOSE' •' ' CONNECTION, 1 - 4-172 " NST PUMPER), 1-1/2" PEN T CPA NUT OPEN L.EF T j _. ' •r 1'. �COL OA.' YELL Ow. .5. EA CH FIRE' HYDRANT SHALL BE INSTALL 6,0 UPON A PRE-FORMED CONCRE TE BL OCX WI TH 1-1i 2 CUBIC VARCDS OF CRUSHED 1-1, 2, URAIN ROCK. TARPAPER WILL •', 'BE LAID ON TOP OF ORA IN FI✓CK TO SFPARA TE ROCK FROM EARTH CO✓EA97(I /% , , l ~� ='�-] '�' 6. POURED CONCRETE THAUSTBLOCKS AT LEAST 8 SQUARE FEET OF SEAAI/VS • I _-']�j- ` i .� lJI • I r. SURFACE AT EACH TEE AND SENO LOCATION. g ,1 j{'-- ` .+•- �- 7. 36 " OF 3/4 - INCH MINUS GRAVEL FOR ALL MA INS. 11 0 --- S ALL SANITARY SEWER LIMES 10 ' LA TERAL L r OR 3 ' YEATI CAL C Y OF WA TEA I P . MAINS SHALL BE ENCASF.O IN CONCRETE 6 " THICK 10 FROM CROSSING. WHERE OWNER / D� VEL OPER' . 1 , c-.L,� , _ 1 TIGARD -- 88 i c7 rSSINsS ARE NECESSARY, THEY MUST 86 MADE A7 APPROXIMATELY 90 wI TH A7 1 i i 0..-V1_1-111S � �U u f 1 "► "�• 1 .►� i LEAST 1 B" SEPARATION EiEL OW WA TER L IME. „r� -�' 1 `iJl( ('1/ f L i i i/y CHARLES B. N,4RRIS CDMPA�Ir : ... 1 ! , 1� 9. MAINS SHALL BE TESTED A T !30 PSI FOR 1 HOUR WI TH 'MAXIMUM LUSS OF 5 / PSI. STATIC PRESSURE" - 5"5 ISI. F S �� 1 1 _ ` 10 ALL. PIPE AND FITTIw6s WILL BE CEMENT-c- LVED. PIPE WILL BE TYTON „JOINT 8315 5. E. ST�4Rk STREET P (� .�,,. �, 1 t OUL'TILE IRON CLASS :fd 1 .�-� 1 -(. l 11 . 0 S B. H. BACTERIOL06ICAL TESTS REQUIRED. PORTLAND, OREGON 972 8 _ ,,_._, N. ill-- - , I) , 12 THL'. WILL INSTALL ALL COPPER SERVICES PRIOR 70 BLACK TO/-'PIN6 0/' r _-_ '� __—__�.___. _ _.--_ __ STREETS 4/ID CRII-EWAVS. MErEAS WILL. BE INSTALLED BY 1175FAIL7 LOON 1503) 25� i 478 /\s0 of INOIL VI/7UAL REOLEST FOR SAME •A • p ti I • << o 13. UPON COMPLETION OF INSTALLATION, CONTRACTOR OR DEVELOPER WILL .ADVISE •` v• ►2.949 •♦ P. • N 1 f..! \....„ TWO OF TOTAL CO/`ISTRUCTIO/V COs TS TO WHICH WILL BE ADDED •',7x FOR DISTRICT / ' VICINITY'Ty' MAP INSPECTION,r WA TER LOS5. OVERHEAD. SAMhL INS. AOM.INISTRA 'LJ,'v, ETC. , ANOO —i-4- / ' I1\I11 2X A-OR FN6IM.EERIN6 REVIEW INCL UDING "4 S--BUIL 7 " L7RAWIN65, INTERSECTION ' , u )� MAPS, UPDA TINS MASTER MAP, ETC. �`r 4 `4/ L 14. 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APRIL 11 1991 .,,,,,„ 1 . 1' _ • - VI onewis 1♦sem•Mm.•nsomesel•••am••m•• •• ••Ml••.lM•m••tl•osimens ••�•M/rMMmMMMIMMM1MMMl♦MMS•MSM•__N�••epMs�•MmpM.1M•Mr611M1/441.�1M •Mone•MM1/M.M1IM)�•M�rMmeemsess•MseMMaMMm•Mrs•�•�O Mr..amesaimm MMMnMMmoom -�.ini.lw• MM1•M•�MY•/••�MM�••.~ y t' y y t I t! 5t , 1 •p, 1O \I14o t 1 � �. 212 .F., 9 P. V. C. I.E. 3I6. 3I I. E'. I00. 00 `i -i -; , , • • 4+. (,) ".......0,................- 1 \ Q W W W • Q W ' �s .� 1;: . _ •- 3®7_00 ;V rcovEcr To Ave NA/VAQLE. ��� s; O.0275 •o Sof Pak IC FACILITY Pr/" • d P. V. C. l0 L.F. 0`' • 0 s. 47 L.F. • • • y ; wt• P c. o. c.�: - ars. r �� �t°-' °J�' w•we•...•aiding1141. .••.�I�� Naso2.i I.E. 345. SOF' kiv,o ' �°` �P' Q • go `1 THIS L I/1E MILL BE FIELD ETifgVIliED _ h. • • •'•' r ; Cil J1 �s TD AgbVIQE F09 J?tLt S1 VINi t TREES. ..\...... . Pis ,� " •c • O -o r ... • �►G F '• o .` I 6 ! . ., •...... .. .. 4 til Q • 4. • S - 0.2500 ., 1.E. - 39-9.610 �<<, .e. '' • Q CA 4' 0' 91 L.F., 6' P. V. 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E2 ?? ,z UL 61 RI / I 91 SI Irl CI as 11 01 6 ' • L 9 L IPE ? 1 r(tltntlnudttttlnuittttltntltt,tlnnitnllllltlimitstlitt(tluttinulnnlrlt�lllllllllillll{111111111i1111l11+►{II1111111{nN11l11II1111111111111111“111111111111111111111111111111111111111111111.1111111116111111111114111111101111111 1111111111111 1 ... .... APRIL 1 � 24 31( 1 9J 1 - ...W1Wiliql • • • • ., 3 Pi . �rr- y� � • t11 •rrr�ra•.•rNrrNrrNrrNrrNrrNrrNr.NrrNrrNrr�rrNriNrrNrrNrrN•rN.•Nr_rwarN•rN.r�srrN••NrrN,.rNrrNrrN.r"M11r �ilil�••rNN11�.. /rN.rNHNrrN.•Nr.�6r.NMN■rN..N.i�.rNr.N..N.•NrrN..NrrN.rNr.N•rNr.�..Nrrr►�.rNrr 46 ioll i tl N to lrij r ..- O Q W A I� •$ Wlig km W ----- •() ,, O t W t W 11.11VSTALL 37 L. F. 1 ■p• W ,., .c T. < = iu O. 1:�'.. CLASS 52J 1$ o ac n v p ,n .c 11 a �•_3�ST4LL 6• Y y�JBB 5 3 q �b A / firNr.N.r41.11itaiiIiW..AIi+fifr..rlrrr O,: +p .:► eEno 1 m \ticit). 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