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7180 SW FIR LOOP BLDG D BUILDING PERMIT APPLICATION TIGARD DATE_ _- THE UNDERSIGNED HEREBY APPLIES FOR A PERINAIT FOR THE WORK HEREIN INDICATED BUILDER PHONE e0f_ OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE 7o►4 LOT NO. v 4yoe� OWN ER E o L e•e �0 6�i/1 7�y h JOB ADDRESS 7 /60 5 0Ito1 r oa 2 51 -- 11 G _ ARCH!frE z 140- 7 7f 8 1112-S' QQ L p T_�. BUILDER Qvv,e, ADDRESS J� �'QQ /J - DESIGNER �\►e►ra�C 0StrLvq ,%�I h r'^C• _ ST. •JCTURE ❑ NEW _REMODEL ❑ AODITION ❑ REPAIR ❑ RENEWAL ❑ FIRE DAMAGE ❑ DEMOLITION ❑ RESIDENCE COMM ❑ EDUCATIONAL C❑ GOVT ❑ RELIGIOUS L7 PATIO ❑ CARPORT ❑ GARAGE ❑ STOFIAPE ❑ SLAB❑ FENCE OCCUPANCY _ _13 -Z LAND USEZONE ' 4 P BLDG.TYPE FIRE ZONE___ PLAN CHECK BY HEAT• w ad. aM�� Toottobar-4 P-h J:&e . All q pt ,s,a - 1 Z"A$ Ftoo r. Pl m b. 9"O"i � SEWER PERMIT OCC. LOAD FLOOR LOAD 3'0 HEIGHT 2 NO. STORIES 7. AR0 00 NU. BEDROOMS -- YaLUCGO�O _ BUILDING DEPARTMENT SETBACKS FRON-6fe 91AA REAR LEFT SIDE RIGHT SIDE Permit ��5.7V THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZOH!N. - Z SQ Z� REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HERESY AGREES' THAT THE ,Plan-Check WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE r,t WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSCANCE.OF THIS PERMIT DOES NOT WAiVE d 0 RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS UCENSF_ SEPARATE PERMITS REQUIRED FOR SEWER, PLUMBING AND HEATING. tate Tax ' �I SDC — Z. - Lee Q Total (�Q�P. �D � PDC# APPLICANT OR AGENT By Recelpt No. Approved ADURESS PHONE SOc - • PDC s SEWER CONNECTION S SEWER INSPECTION $ SEWER SURCHARGE S 2s - COmmorlt �.. • iiiLI-Igiiiiiiiiiii. 11 11111 NOTE IF THIS I 1 2 � � 5 10 11 S M ICROFILMED r i DRAWING IS LESS CLEAR THAN — -- -- --- - --- THIS NOTICE, IT IS DUE TO _ y . THE QUALITY OF THE ORIGINAL £ Z "1 Z L Z Z 4 Z Z Z Z T Z Z 6 T I Ll i i i £ i T 11 T 6 illlllg llll!IL � Q i £ 3 DRAWING. I I I Illllfflllllllllllllllllllilllllllllllllfllllll) Illllilifillllllllllilllllillllllilllliiiilllillllfl.., ,�!,flllll lllllllllllllllilf�! _�Ilill� llllllilllll llll�llllilll llllliliII!Illlllllilllllll! Iilllfllllllllllll!IlIllillllllllli 449 JUNE 7 1990 _ . .. J i LEGAL DESCRIPTION T ct D. Southwest Office CG,mpus 1 ) Lot 72nd Business i.enter a recorded plat, *he outheast quarter of Section 1 , T-2 R-iW,W,M. City of Tigard, Washington Cou -y, Oregon, EXCEPT HOWEVER, the following described portion: l�b,ol V \ Beginning at the Southeasterly corner of said �4 2: thence S.89 degrees 15'37"W. . \, along the southerly tine of Lot 2, 40.01 feet thence N.00 degrees 42'00"E. 63 � g .00 Icra. al _ feet; thence S.89 degr•N694 18'00"E. , 42.00 f -t to the Easterly line of Lot 2: thence �o + f -j \ + �\ + } ` S.00 degrees 42'00"W. , feet to the p nt of beginning. T I J� \ 2) ALSO: A portion of Lot)" .Qf said 7�d `_',,.siness Center described as follows : _ --T- — ___ Beginning at t ,e Southwesterly �. _ _ 9 cy ner •tf said Lot 1; thence N.00 degrees 42'00"E. , * t I 13 - _-1-p M,�ti� .� _ �' �, ► a 1 ong the We�terl y 1 i ne o f Lot y, 60.00 feet; thence S.89 degrees 18'00"E. , 30 • r } i feet; thenc+_- S.00 degrees 42'06".W, . 18.00 feat; thence S•89 degrees 18'00"E• , ,g " c t r (`) - ---- - -. _ _ _-- = Y____ _ . __ __ ' 67.00 feet; thence S,GJ dc,, ees42 QO W. , 30 eet; thence 5.89 degrees 18'00"E. , 17. 79 feet to a point oi, the Southea4terly line of Lot 1 : therce S.39 dr!grees 54' 12"W. , alony the Soutasteriy line of Lot 1 ; the- :e 15.49 feEt to air angle \ i \ point on the boundary of Lot l ; thence N,, 9 degrees 18'UO"W. , alongthe South- erly line of Lot 1 , ),,0'5.00 feet to the point of beginning. Containing 25,425 sq. ,1t. ALSO \� I I�7/•> C��✓'7 r O�:Ir�C� t1� I• �y.rr G�iI '/V aG� � `"�, ' * '► \ ✓ - Tract F. South�st Office Center � - ---- - - . u�•o \ \ Lot 3 '7?nd Business Center, a plat of recor; in the Sovtneas 0quarter of sect on 1 , T-2S, R- IW, W.M. , City of Tigard, Washington County," regon lh GAO i S0. A portion cf Lot 2 of said 72nd Business Center described as ollows: 0 \ Beginning at the Southev.1 erly corner of said Lot 2; thence S.89 degr s 15'37"W„ �j U ' ' I �s -i�� �'�'�• ' �, �` +' \ alc,nq the Southerly Fine of Lot 2, 40.01•feet; thence N.00 deyrers 42' "E. , thence S,89 degrees 18'00"E• 42 feet to the Easterly line o Lot 63.00 feet; , 1\ 2; thence S.00 degrees 42'00"W. , 61.94 feet 4o the point of beginning. + Containing 24,476 sq. ft. ►.,�'yr. �i t • rX•• / \ ,r�,f'�'�o ' /ore I t �•-. }�'�-^ _.. ._. _-xr-.- -�•.:-^�e- .._ m:• r.�srs_: �.�.-:. -rrt-.a-r--�— Vis: a_._-.. .: :•',.r-._.._ .. - / Oil 17 01 INOEX TO DRAWINGS C11 _ -- �_ � ?� �'_ A- 1 Site plan, project data ' > , yam,. j �\ A-2 Foundation plan A-3 Founaa��nrLdetails, flouting =rhedule, qb G7•o A-4 Main floor plan I _ ._ �/ / ' �� rao / _� \• __ + o A-5 Upper floor loorplan n ,•� t J ' Roof plan, roof details �+ A-7 Floor framing plan A-9 Roof framing ing plan, shear YvC *r�lu,e ails A-10 Structual details ►�+' Ile (�� ? * r �� I'GII A-11 Structual details -- ----� '�.� A-12 Building sections, room finish schedule, door schedule ___--__ _T •� A-13 Wall section, stair section, details -----�- �• ' A-14 Wal ) section, details A-15 Elevation s A-16 Main floor reflected ceiling 1 I c p an i A-17 Upper floor reflected ceiling plan 0 L-1 Irrigation plan 1 L-2 Plantin plan L f FOR APPROVED CON�TRUCTION 9�e CITY OF TIG�IRD 71 " S� PERMIT NO. 8Y_ TITLE __ ___OATEfa,�l�•8/ 0�» '72 ' it 11, As „ A APPROVED FOR CONSTRUCTION �r 1'�.•� CITY Of 'Ill;f.IZD PERMIT MO. SI I E AUORESS r'IR �.eao____�_ BY---. I 0 0 -- -- n o o k : ,, a sk .. � �f;°'� Iscued sheet description job G 91 roiviued •--va .4, &T-.. no. ��.. l� J BELLEVUE, WASHINGTON 95005 • 806-455-5236 ;� , , � of '- . ... '�� �' .,I�.p,R ,.' 9,•'yv'°F1MR1F,?7 ..#I/:A .a yp�y,,, _ ' III'iltJillltll IIIIiIi tltli i Iltltli �Ilir t Illltlf tltltlt ' tlllllt IIIItIt Iltltlt I � tlt ; tlllllt Int t t t� t�t� t tllll i �t I t �i �lllll�:,lt � t+il�ll t tltltlt tltltlt tlt tlt tltli ., . � `�''.,,-_ ...::�.::��_ M • 1 -l__-___� 1__ _I _ I l 1 NOTE: IF THIS MICROFILMED —_1-- - a-_-1 — DRAWING IS LESS CLEAR 1}IAN --- ----- L L _L _ THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. £ Z 1�Z LZ Z 4Z Z Z Z I iZ Z 8i i Li i i [ i i IT i 8 B L 1f! Q 1/ £ Z Illlll<llllliii illlluli illillili iiiiliiii iii�liiii iiiiliiii illlliill lllllliil iiiiiiiiiliiiiliiii llllillll ilii{llil�,, �l�ll lilllllll llllllrl llllll�f Il���ll IIIA � ► � � � • • ,. l �l tt � lllllllllllll�illlllllllllllll.ll,Illlllllllll�llllllllllllllillll �l�ll���l � iilii.iii.illiliiililill� illl�ll • JUNE �� 1 90 - . . , l Q. J r' 1 �}.L°�y . _. . _. �"i,D�'.. ----- —.�'�� __ _ ___ ' -.. __. _ _._ ._ ?oi•oll 4c� 'rJ� _ _ . ,IGI.OY �oI .©r I „ � + ' a � � � ---- - ___ __ � -•— ---- ----- � �..�` __ __- ----- - - - ---__ _._. .____r----. I_ � _ _�-�- --- -- ---- � /del, �/ n� I \ rl 977777-77 Q¢' fin► 2'I -t- - . r S. T .00 - - • / — oil 1 Iry 1 i h} y^' ' '` r — '�'`� - \ I I u I I f a Q"'' ",bc,or �o s►r'! �w� `�Pr .b. ' f I 1 wtr+•+ N r�•� 1 R•A 'A.(4e,— rHs�.'�{'o, Q O I +- �K V�•� .� --- .�. 1 (7`cj.••!4�.•� �"•V•V�. (i)5'�I •+ a c41 a ..�! t�..l_'V'' �40,Cj jam at, �'i- f- �) !J'I!,�r.�p ,�,4�Itdt�C r. cv*wrT I I — I Zoo 7:.�r it I I ! �' • ! i • �✓ � �, ,�t�� � �, �_G� �� � ia„u�.IOMGIC :.Cz�"'+or� I � d �.q� (� i �� � i 1;'i•G(� I � i ' I 3i / � S''� �;1►•�i :4+U•• ,��5t / d.3 7 .��►7� !O v7 &;"l�" Q � 1__ - _J ❑9 $'$I'm �J�i � .� `C I • �� L� , M --. .� __ � I r�� � -�-- — __ _ t � Q•, I —may•_L16• _ \f` 1 Imi"i 11 /- lo► •` --sir / " X X �'ra►r•�o�� '_ -}- - 2 , ' r r-� + I: G ` •Du �-Du 'K7 41 CSI Cal 4't I Da 01 120 C� - � 2c� • 4 ,p N1. u I•oil apoI =_0 Lj -1:1...-\T 10 17� r' Q o ��'',�, ice,•40 •hest description Job revined MO. Lu BELLEVUE, WASHINGTON 88008 • 80EQm4l5l3-SL3E3 ,� �f r ' III III III III III III III I,I IIIIIIIIIII (� I III III III 11. III III III 111 ' 111 III III I 11111111 III I 1111 III I III I I I I I 1 1 111 I�� III Malll�I Ili III 1111111 111 III 1111 A� � - �,_ ", � �+- ..r,.Y,,:.,.�. • • I l I � 2� � I I I � 4I I X 51 I l i . 1� 1 { �) I t 10 11 11 ' NOTE: IF THIS MICROFILMED -�I 1 - _ DRAW TNG IS LESS CLEAR THAN LLL--- -. _ _ TIiIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL £ Z 1 9L GZ Z 4Z Z Z Z T 6 Z 8I T - LT r_ T T T T T IrT T 6 B L 9 9 I Z l Till,DRAWING. ' � I�I I, IlI► lilii 111111111111illll 111111111I11111t11 IIIIIiIII IIlrliil�lllllllll IIIIIIIII IIIIIIIII (II . II 1 J "UNE jq . 1990 - at�wv, i CONCRETE - -" ti oil Slab Work f'c R 2000 psi @ 28 days. 5 sack mix, 7> gallons o` water per sack --- - - - - .� Footings b Walls f'c = 2500 psi @ 28 days, 5 sack mist, ly gallons of water per sack. +7 4 '� �' - ��''�-''� • `�- All exposeu concrete to have air entraining agent 5% _ 1% by volTeTe. Conform to ASTM C-260 for f'c - 2000 psf, ��7--,.� "� s�r"011k A use 7 gallons of water per sack. For f'c = 2500 psi use 6 1/4 gallons of water per sack. �p� _12 4 ql!.4� REINFORCING STEEL Reinforcing steel shall conform to ASTM Specificatioas A615-72, Grade 40 (fs w 20.000 psi ). Lai, a►l continuous rein- 'x��•�-� �� r /�b� X Io �•b. n�j2 cx.. forcement 30 bar diameters of 1 '6" minimum. Provide corner bars at wall and footing intersections to match horizontal _._ reinforcement, All hooks and bends of reinforcing bars shall conform to AC 1318-71 unless shown otherwise on the r lei ' •° :;� . .,_N _ t.:_ - �. drawings. Welded wire fa'.,ric shall conform to ASTM Specifications A185. Lap adjacent mats of fabric one full mesh. �rf, µ� - • (7)All wire fabric shall be placed at the mid-depth of slabs as shown by the details. Protect reinforcing by the p �; ;.,, ' 1 .�.,.. . ��,: �„ following concrete cover: � I s►«�: 1 1 I p Footing Bars 3„ _ , 7 'Wall Bars : Interior Faces 3/4" I- O (�)Ito*j t.a. ` �jl. �I/�'� -- 18M 2I-JI'le Exposed to WeathExposed to Earther 2! __ ---- — - , --- �►I•'1� - -1*70 1 t" ��.r-r tl;`'i � /�►nL..l.. STRUCTURAL STEEL { ( 1 a Steel , including plates and rolled shapes, shall conform to ASTM Specification A36, fs -22,000 psi . Bolts shall conform to ASTM Specification A307. Shop drawings shall be prepared and submitted to the Architect for approval ` priar to fabrication. All design and details shall conform to the A. I .S.C. Sprcification for the design, fabrication and erection of structural steel for buildings, latest edition. All welding shall conform to the A.W.S. codes for arc and gas welding in building construction. All fillet welds shall be minimum of 3/1.6" unless otherwise .Toted, TRUS JOISTS -- - All trus joists are to be manufactured the Trus Joist Corporation, They are to be of the type and spacing as it (j yG5 r shown on the drawings. Substitutions are allowed only by Permission of the Architect. Shop drawings shall be i _ _ t � prepared for approval by the Architect prior to fabri!:ztion• `� l'5r,1 i.vAl.4V, ,F GLU LAMINATED MEMBERS '` ` ��• f• ���L� - '� Beams shall be combination 24f, fb - 2400 psi. All members shall be fabricated of Douglas fir-larch in accordance with A, I .T.C. Specifications usin water resistant glue throughout. `r �" Pe y g g One coat of end sealer shall be applied to all � i'� �~-• members after trimming. Shop drawings and factory certifications of compliance shall be submitted to the Architect � � +�IG7T'.�! -,'�` for approval prior to fabrication. , t� X. FRAMING LUMBER ! { _ "".'i` Ay� a All joists shall be hem-fir No. 2 Grade fb. 1150. Repetitive member uses. Studs shall be Douglas fir-larch standard � ,► - Grade fc w 9125 psi, rtle ..• IIf •ala 11; v r .. , t.ptiv�'• •" 1:'•. •.r r. '�ti' �.-,.. PLYWOOD DIAPHRAGMS SHPLL BE AS SHOWN ON THE PLANS AND DETAILS. Wevote- • O -- .— - - - - DESIGN CRITERIA I_ - - All design and construction is to conform to the requirements of the 1979 U.B.C. The following loads were used in I - � design. 1,A0 Roof Live Load a 25 psf for Vertical Load. �' 22 1 Q, ,.r_ ''�,� � •' ��'0e� Floor Live Load w 50 psf + 2Q psf partitions at offices , 100 psf at stairwars, corridors and tatItt ooa . 1' S "'� ""'�' Wind Load ?0 psi. ,Allowable Soil Bearing Pressure �' , psf. Eaasthquake Design per U.B.C. Zone 17 mak'. '7��''� ,•, Ida- F. .+V u h �Ir.�[ I,�i b1.1L. 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JUNE 1 99 0 1 — .. �`��r„tryftou,iW9t,�t�ra'i;;ti ruu is ie`rrl�ut,���t� : V L f r 1 , I • j � i a 3 I i I i a ,. . ... ....... __ _ ... ._.. _. �__ . r , • _ I , 1 t , , Li 00 Ej i ( __..__ _. . . t i _ , , t 1 t i � i _ t-, t.. _ . .. .j _... .� _f ,•• , .. u » t , ' � ! r, it �YT s, n .e..�..��_+1^•r.. 1 r.-..._ __..._ ..._-..,► • • . • • ! •• ✓jI• •' � • •�• ��f•,s • ,,_tom••• ••• �� � � ', 1 ,, .. ;'•. • LLL y . j ' + I w t _ i 1 i t , 1 t ._SIX 21_ "TE �sRD �� 'I �CCJaJrC�4. . ... , .._ .. .. , . - . . _. . __ _ ... ..........._...,.. ... ..� , .,..... I I I } "11JItl1� w (�JiJI'CPrICI�t Mcx�+-r�r� j lu 1' tf.,�►r�t UGWT) i P5o W 151,D n O,r." t , t F �►ut►se� Mou�+r �worc.�s-n- t�' y ►�' ' ,mac .. 1,-�►�'t ._1!'1�`'i"uKt-:- 2 "Ttil�.' By wl , }} _� lSEcc t> Potxi 4% o 13 A ;t S 4 1 0 "`��` r•, 0 e��� sheat description f jot) N H. EI �" revised no. f: 'r � ��h �L.C70�� i�LeL1.�t"T'i!b CGu►�l I�S,r4r1 BELL.E'1/UE, WA93HiNGT'ON 880015 • 208-488-� LD313 w ; �, � � 153P C� OF Ab 1 ' ��� �`I' I�I III I�I III ��� I III I�I III+T I III I�I I ( � III III I I I I I i l I I I I I I I I I I I I I I I I I I I III I I I I I I I I I I i l l l III I I 1 I II III I Illi il � lil ilii ) i1.� . 1 �.ai i. I. �II�IIlII�II � I Ir I I �b NOTE: IF THIS MICROFILMED• ---_ � ijilill DRAMIING I3 LESS CLEAR THAN — ✓✓✓ 1 THIS NOTICE. IT IS DUE TO oil THE QUALITY OF THE ORIGINAL DRAwiNO, S Z Z Z 4 Z Z Z Z t Z L t t fit L t t tt tt t t t 8 B g fr 1$11111111111 t M �t III Ilitillll IIIIIIIII IIIIIIIII flf 111111 IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIII • 1 99 y -- - _ O -S •• .. Iry M6.�►v �If�E ; ►-- _ - -- --- - i'4 *�1L *4 ►'1d,' '�1��-1L a r � ww • * w a +r r s w • r • w w - � r 4 ` 00I I��% -Al D ; ,' ' ( O ' + � IRRIGATION SPECIFICATIONS � - • w • w ♦ � w +► s ♦ r +► w • w tf w w w • ; w +► i ®; O Design and Plane The layout r,f the irrigation system is schematic. Follow as ; - I =tau t ��„�.;• !u�;� . c asH yanis practicable. Verification of Dimenbions: Before rtocaedin with tho installation of � • ' r___--_ © g - ar�r sec- i�'ai or unit off- hR irrigation system, Contractor shall check and verify t1» _.3i, _ .� p0!66UI!50,77 ' correlation betwew► ground measurements and the drawings. I 4 �1-,T•�� .r��`�� 5 � �I�' .'.��.1-��..1.�'1� 1 c��a�('i�.�r.l I i 1N�dcr►-� I C �r U PrQ�rection of Unfinished Work: Provide protection at all tines ample to keep ; r�la,rf �.•.r�����:_ roc, der , gravel, debris, end a-I l other foreign materials from entering piping, valves and other irrigation equipo int. Environmental Conditions: In freezing weather, do no solvent welding of PVC pipe. ' Are nyweather, do solvent welding ofPVCplpe only under cover. O Utilities: Protoct active utilities encountered; notify persona owning some. I ' . �.4 -- u0 O 4 — 4 Equipment for oration: Provide the Owner with the following ec,uipment in i � -- O � 3 �" " � � - addition to fiat is s�iown on the drawings and specified. i - - - --- 3� o LOJ r One (1) Valve Operating Key, One (1) tick-Coupling valve Key w/Hose Swivel t Guarantee: Guarantee the irrigation system, or any part thereof, "inst defer-• } `��4 �� l r T 3 4 eve -material and workmwehip for one year from the date of acceptance. Correct I , ------i� sane without expense to Owner. Rspair any settling of bsrkfilled trenches occurring during a one-year period after final acceptance without expense to the � � _ _ I I ¢ O O Owner. InclLxis complete restoratio►i of all damaged plar:ting, paving or other � �4 � '�4 improvements of any kind. (Refer to Maintenance) ., Products: O a. General: Materials and equiparer;t shah l be now and of brtY►cia and types an /• O shown on Drawings and specified herein or 9 P , Approved. , �.3'¢ b. Substitutions: Manufacturer's catalog nurr5ere specified establish standard of quality required, but aro not restrictive. Similar products of another manufacturer may be substituted, if approved. Work!2nahi : i } i a. M3ghcxet quality in uIl respects '�y competent workmen skilled at their trade. W/LOCK LIC NO.e s p 3�4. �✓4 1 .� I O b. Installation of all materials er►d equipment shell be in strict accordance it a �� V� Mme, with manufacturer's writton spaclfic,atione and recomm6ndeti:ons, local and - - --- CONTROL VALV - -`- --- - - 'l�' G?C,v. IN +� state COVela. �/' / 3/ 3/ -`..• �i4_-_^ �- � � • rLrC.vALVJ Wi PLOW X1'1 W ' L��Ir�I�1(� ;�I O •• Ex vstion and Backfills `; ' ` CIL DLO 4 a. Pipe trenches straight, yr "*nuked" slightly allowing for expansion and con- i - ��� I O traction of PVC pipe. b. Allow for cover depths as follows: All pipe to be 14-inches minimum, to 111- MIN. sR C . PT. o •• \ . *4 o inches m�sximum depth.. � � , \ �:: w t L T p O O c. BaMcfill any excess excavation with suitable anterial free of rock. � d. Bottom of trencher✓ • n3ll 5e smooth and free of rocks and other objects thet ��� © O /- may damage pipe. Allow far adequate slope to drain system. CON T R 0 6 e. Pressure test mainl.-.1ne fo~• one hour before proceeding with backfill operation. r. l 0 p f. Backfill to finish grade, place backfill carefully around and over pipings , Tuws HaAo DA Oulemc removing rock or other material that may damage pipe; wet and t'up earth in ,,� Zan isyess not over 6" thick until thoroughly coit4 wted and sati:led. upLINCm vALva Installation-. ,, \�. , i. Control Valves and Vacuum Breakers: Provide as shown on plan. Provide ` �L ON Wo &Ovt *IN '1f's Op � P AwOAs sleeves end locking lids as required. Valves and eontoller of same +w*nu- facturer. b. Manual Drain Valves: Install at locations required to properly and completely `�� ` p VC-Alas drain all pipe lines. One per zone minimum. c. Sprinkler Heads- PVC •TAOOT RLI. Ot,a Install sprinkler heads of types; sizes, end coverage called for in the '��� MK Sprinkler Head Key, at locations shown acid as indicated on Drawings. e: t aoow - 02. Set all lawn heads flush with finish grade. Allow for mulch depth as specified in planting areas. �` A s a "�U ?`�-��CJ ��1�lL�'�J 12�1�5� ��I� "�'�� , ' � Install piping in same trench when ptweible. d. Pipet. : �O �p JCp ,4,1j.r �'I�" ' Install heads 4" from building wall, ►talks and curbs. 01. ' Lay pipe in accordance with best. practice substantially supported at all �' - pyQ ��Nes'r ELI, _.___ .. _ ' ---�-•�•-----�----t- - Install heads flush with rep of curbs and walks as noted. points and "snaked" slightly allowing fur expansion and contraction. � � ��: , �� Install heads perpendicular to slopes of finish grafts. NOTtITRPLON TAOI! ALI. _ _ __-- ,02. PVC pipe joints, bolve:jt welded except as indicated. Cut pipe square, lJ TNAOAoItD PITTINos _. "rDl� x '03 a �5 -- 3-gip Vp,�I jrJ 9 deburr, wipe from the wirface all samthipc+, dust, dirt, moisture, and �::- - -�'-`----- ---- --- - - 1 --- - ic` Place two (2) valves in some valve bnx when possible. I all Foreign matter which may contaminate the cemented joint. Apply Provide genual drain valve between angle valve and double primer and solvent cement, make joints in accordance with manufacturer's check valve. recoemendatiore. 03. Provide a leek resistant joint with freedom of movarrent at all owing AnWrAk� 10, pleaR OETAIL, _�_ _ Landecapi Contractor to verify existing water pressure j 9G'�C f ___ before proceeding with ;installation of irrigation system. anchor o►rive! Joints. 'r1C 1J #„1 Coe VALVE --� All heads in - • unlus otherwise 04. Use Teflon thread sealant tape at all thresdod joints. - p n pop-ups noted. 05. P.I. Pping: Cleanout threads of standard lengths not more then two (2) iN°I LIC --- ' 10 �-�'�fwl1•'t. threads shows at joints. 1/� ,. A9 � �IVG,Lrs•`:?.sl.,,.�' p�"r' '��� Gti fluIshiin9 and Testing: � -�- I iqu�. -e [:=•IE:1:K.- V64 vti" ItClrtlro - __- -- -- - - a. Flush mainline before installing control valves. Ttroroughly flush entire !- 3/4" td2tt.11G1� Gvup1,,.11�Ca� N/0,L.VC�' system before testing and installation of opr'inkler heads. b. Teat all piping+-,Val ves, joints, and filttinns -* full pres�lure from the main �► `� ,��, . ,• `�i,�, � -- 1,tyC. ' -{AJ I Ip�.0 source of supply for not less than one hour :.afore inspection prior to hack- r _- f i l l ing. RINIs 'l4 D G______•__- __ _ ., � r, } I r, c. Make watertight under test and immediately correct any and all ''asks or defects: found and retest. - --_--- -_ 4 �L /I r hs� Ilan, ' � tv Gt��' I i ►. �'� PC es To VALV/I �r AO Y= and Balancing: Adjust and balance irrigation system to provide uniform - T9,401160 IN PLACE. AS � �`'� �'�'`�� �I� ��� • er coverage. Appnovro -- +ice eLsrm Clow Up: Keep pi @mines reasonably free from accumulation of debris. On comple- � - -- - --- tion df each division of work, remove all debris, squipwt and surplut ,ersterials 9 Loa+o p v C: 1elAf+LO sr-d leave the premises in a neat and orderly fashion. •. —_ ------_ - I all MIN.•1 CU. PT. A O 7.50 L. � Maint4h O%vt During first year guarsntea period, shut dam and winterize system or he later than N^v"er let. Activate eyetem in Spring snd, balance for covers". •b e ° AVOL suNl 1-�120L V ►�j0 Provide Owner before final payment with "As-Built" drawings of irrigation system ��� S l 7 ' u s 10 20 40 showing drain valve locations and other revisions, including product information ► i'� � iso 13 I� on all materials used. MANUAL. _ DRAIN VALVE 0 " - 1) A ° o o Issued sheet description job revised no IRRIGATION PLAN ®ELLEVUEs WASP NGTON 96005 . 306-455im5236 .. - ; _....•� - ^�.'�f••TMa�.-s �... 1".�t-04'��r.-,'i _. . .._ -K''''•». '• .n Jf. 'tn... _. s.. .. 7Mr..y,a. �»•.w .. '.,:.1. t —. .YY• \ '�d .]_... - .g ., - , +D , J t OF 0 .-_�-•...-._ ,.... _.a,.... -.. •,ice►Y.9 -....w -...,w..._.,... _ ._.__—."----._' _ _.__- _ _ — - _ -. ._ �+.. . r,r�. III{Illlillllll IIIIIIIIillll I Illlllllllllf'LI I}II!}III}VIII IIIII�IIIIIII I IIIIIII VIII I IIIIIII III I I IIIIIII VIII I VIII II ' � � I �:.� ' jl�lllli I 11 Jill IIIIIII IIIIIII VIII 1! JJ 1 3 4 I NOTE: IF THIS MICROFILMED ( � � DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL �s Z 8Z LZ Z i 14Z ZI Z Z tZ Z 6T T I LI 1 9t IUi [ E1 T I L I 8 �8 L 8 Q ♦ tE Z I ;t . - DRAWING. IIII �IIIIIIII IIIIIIII� IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIII�II IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII Illllllll�i, I),II }I}}�IIII II}}�}}}I �IIIIIIII }I�II� �I�1I��I� }III�IIII Illlllill IIIIIIIII IIIIIIIIIIIIIIII}I}} ��}}II}I} }II!�IIII�}II}heel} IIIIII}}} }}}II}lel }}}i�}III III���II NEU r _T 'L �1o►ta►N�rt` �,�.:k 3 �x{2iJ� �� al.�;o, -- _ _ _ _____- ---- -- ------- _ � I `/i►•1� ti�l.��--. 3 '=��TGN �l r.!>�- 4 _--lapa�.1 - _- 7, '• 0 l _ r • —____"�GC�rL1-F II�E� • 1 • • ' `/ • • • 3 v •� r le •h • •_• G 'I I I Vl� • ' • •rte • �' �\• _ _ v • - __JN I • 3 U 141 Qu 2 - r �� -4 o - , J��-�r ----t .-' pU_ ��)� -._----•. — �•1-tvp0 Ol�.vi�1—_.� �• .. -r s 1�0lWovL II I•� -'!s M �i I -�i-t (o VIi�l��1.w �Lv�cj�►:2�N� `_� I LANDSCAPE SPECIFICATIONS l�J e1 U is 1► i► IF � * � 11 * � i► * M � * ,► * * * 1F * ♦ IF * * � * # 11 * * � •!t * � � � � * * • ' r r�•.�V{'if.•� • ` , ' ` - - - General: Remove atones, sticks, mortar, concrete, rubbish, debris, and any ma- - _ --- --- + VI�� �4► I�tN��Vi�- tergal harmful to plant life. �' __ �-_._----_" -._. _ . • , Topsoil: Representative of soils in the vicinity; free from roots or seeds of 53 L:_l ?_ arG101� noxious weeds, sticks, clods, stones, gravel or other foreign matter. 10" re- - - - _ ; quired in planting areas - 6" required in lawn areas. Landscape Contractor to verify with Owner/Genera? Contractor as to whom is responsible for providing and G� Lir141 U CS ( •• ly 1 a - - '� VI f1/� --- - — . . . placing of topsoil. • - - l / = �• 0 Grades: Final rough grade will be established by the General Contractor, fine ' h • ' , • .\;' •• inish grade by LandscaF,e Contractor. `- � D�� -- �, _ _ - • - -- - •'• - Fertilizers: •�` a. General: Approved brands meetino requirements of applicable state fertilizer laws. Uniform in composition, d.y and free, flowing. Deliver to the site in .1 . ..or•-I': of� N original unopened containers, each bearing manufacturer's guaranteed analysis. r • uNl6Zut� • b. Transplanter - Commercial Mix 'A' - inorganic 4-2-2. I � � 19 _U61 . • c. Commercial Mix 18' - inorganic 16-16-16-5. Ids Ammonium Nitrate 33.5-0-0. I� �''�'� �uNS� • \\ \••� -: � 2 �>✓� �1 e. Super Phosphate 0-18-0. f. Nitroform 38-0-0. : • . , l � � � - - ------- - - -- , g. Iron Sulphate 21 iron. �..-J h. Planting Tablets - "Agri form" 10 and 21 gram tablets, 20-10-10, as manufactured I I _ _ �- 2 � � � � _. _ � 2 - y gra arm International Chemicals, Inc. , Newark, California. • • � yl r\t�_ Textural Soil Amendments: Rotted Sawdust-Douglas Fir end/or Hemlock with no par- titles exceeding ." in dimension. Submit for approval. • Ill �T --- Mulch Materials: Free from noxious weed seed and all foreign material harmful to I� �t�� S ' 1 • �� � � 13�'�W�'�'IN�.� . ta plant life. Hemlock or Fir, medium grind, -1h" + ." size. 1, j�• 6, /0 t! L Tree Guying and Staking Materials: Refer to detail on drawings. _ _ �• I . �u Execution: -_ - _ _ _ ��-,�._ •. . • . . �1.t,5�G�G F;;'we* O Initial Soil Preparation: Rototill al: planting areas to a minimum depth of 6-8" prior to adding soil amendments. Soil Preparation and Planting Trees, Shrubs and Croundcover: Include the follow- 5-x• Li . O \ �� ing proportions of materials evenly mixed into existing soils excavated for each plant; per cubic yard: • G '/3 cu. yd. sawdust 2/3 lb. nitro`orm - 1/3 lb. iron sulfate 2/3 lb. super phosphate 4 lbs. commercial. mix 'A' fertilizer Planting Trees & Shrubs: Plant upright and face to give best appearance or rela- tionship to plant and structures. a. All planting holes shall be excecated twice the size of the tree, shrub or groundcover root ball or root system. _ b. Place 4-inch minimum lightly compacted layer of fackfill mixture under root I syst:m of each shrub, 8-inch minimum under root system of each tree. c. Lonio'ari and remove twine binding and burlap from around top of each ball . Pull` j no burlap from under balls. Stake or guy trees immediately after this work. GUY MI ES ETI i d. Cut off cleanly all broken or frayed roots. "t e. Place and compact backfill soil mixture carefully to avoid injury to roots, fill all voids. f. I When planting hole .is three fourths filled, place planting tablets in quan- , PLANT MATERIAL LISTING tities herein specified evenly spaced around each plant. 131 Zx2S4S QF. SLE TR r WITH g. When hole is nearly f;lled, completely soak and allow water to soak away. FTWO LIBERAL COATS OF BOTANICAL NAMr,. QUANTITY SIZE CONDITION REMARKSill OLYMPIC STAIN EARTH COLOR N0.712. N NAPE holes to finish grade and prepare for other work indicated. Provide 2" de- pt eased water basin at each shrub and tree. DO NOT PENETRATE ROOT BALL R BAS111 27APROX. I WITH STAKES.DRiVE STAKES 3'MIN. / TREES Planting Tablet Quantities: Provide for all trees and shrubs at time of planting I �WID LGH Acer circinatum 22 6-8' B&B 3 stem min. e / V Vine Maple a. All gal . can shrubs up to 15-inch size, two (2) tablets per plant. (10-gram) Acer rubrum 'Red Sunset' 13 1-1-2-1)4 B&B . b. All shrubs 15-36-inch size, four (4) tablets per plant. (21-gran) - Red Sunset Maple c. All shrubs 36-inches and larger, three (3) tablets per plant. (21-gram) E d. All evergreen trees, four (4) tablets per tree. (21-g ram) AN11t1Q 16j6gT SYSIW/3? ' Cornus florida 12 6-7' B&B ,T, � e. Deciduous trees: (21-gram) �'r up to 14-inch caliper, 3 tablets per tree. Flowering Dogwood BACKFILL SOIL MIX,FURE �\` ,•. Finus sylvestris 15 6-8' B&B 1 -2 inch caliper, 4 tablets per tree. � 2-21-2 Scotch Pine inch caliper, 6 tablets per tree. •;, I Planting Bed Grades: Grade>,a...end dPinus thunbergi 1? 6-8' B&B 1Z MIN. • + Japanese Black Pine in accordance with rough finish grades • � \ established by others plus increase resulting from addition of bark mulch in all C� planting bed areas. Grade to 2h inches below bordering pr-Ing, curbs, walls, etc. , , •� before application of mulch. SHRUBS ' Use of Herbicides: Applications of herbicides to all planting areas should be do.ie Azalea white gumpo 23 1 Gal . Can po , prior to muWhite Gum mulching - according to manufacturer's recommendations, for weed control. o Azalea " Mulchingof PlantingAzalea exbury 18 18-24B&B Beds: Mulch shrub planting beds with 1� inch layer of speci- fied bark within two 2 Exbury Azalea lo>rxsrC� ,days after planting. Cover entire planting bed, apply TREE PLANTING DETAIL Pay" PC evenly. - Cornus stolonifera 2.5 18-2411 B&C t29tONorthwest Co►nsltRoad Portlan(t,Oregon97: 29 GuarPLANTING NOTES Redtwig Dogwood Guarantee and Replacement: Guarantee all plant materiel after final acceptance for --- duration of one full growing season or one year, whichever is longer. Replace plant 1 . B&B stock may be substituted with container stock of equal grade. Mahonia aquifolium 'Compacta' 257 12-15" 1 Gal . Can material not surviving or in poor condition; except only loss or damage due to i. Container stock may be substituted with B&B stock of equal yrade. Compact Oregon Grape freezing, vandalism, or acts and neglects on the part o� others. 3. Plant material shall conform with American Standard for Nursery Stock, ANSI Z60.1, Prunus laurocerasus 'Otto Luyken' 75 15-18" 2 Gal . Can Maintenance: Begin maintenance immediately after each shrub and tree are planted. 1973 edition. Otto Luyken Laurel Protect and maintain plantings for a period of 30 days after acceptance. Be re- 4• All trees shall be branched. 5 10 20 4 Rhododendron varieties sponsible for the following work items during 30 clay maintenance period. Water, 5. Mulch all planting beds with 1j" min. layer of J;" minus, Fir or Hemlock bark mulch.6. In the event of a discrepancy between this material listing and the drawings, Elizabeth 9 21-24" B&B weed, cultivate, mainL-ain mulch depth as specified, reset, plants to proper grade or 9 the Trilby 1? 21-24" B&B upright position, and do any other necessary work items. drawings shall govern the plant species and quantities required. 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