The URL can be used to link to this page

7025 SW GONZAGA STREET-1 A Yet: 'j z 00 p1m uLm.s ON C 1 AN street, water', acinitory sewer and storm drainoye improvements to be 1. Contours ore computer generated from t o rte 11 hots taken prior to Constructed 1. C^_'r:tractor shall coordinate enol pay all casts associated with co,nectrng P 9� � �� D f r construction onsR ucted in oc:cordance with the Standards of the City of Tigard, the to existing water, surritary fewer and storrv� sewer facilities 2. Sediment control barriers to be instolled prior to cetameneement of grod,ng Unified Sewerage Agency enol Tualatin Valley Water jlistrict Irrtpr wements 2. Unless otherwise noted, materials and workmanship for water, sonitory will :.e inspected during cc:nstruction by the City of Tigard, the Tualatin sewer and storm sewer shall c:onfcwrn to the City o Tigard Standards which operations. Valley Waiter District, the Unified Sewerage Agency, the City's Engineer, includes USA Sta+.dards (Ordinance 96-44) and the DEO Administrative Rules, 3. During wet weather (November 1 thrcwgrt April 30� est hiedOstabed u�r'eras the peveiOper, ttreo poi y Cha ter 340 shall be protected against erosion by either an �tgiMished grass Cover, Developer's Engineer and an incleaendent testing P o 2 minimum thickness of tatr0" rr+ulCh, eror.ion OiiJlWS with anchors, a 6- +� laboratory for the purpose of cleceptance. 3. Where trench excavation requires removal of concrete curbs and/ar 2• Spererficotrons 31KC,wn on the plans are "shirt form" and are supplemental sidewalks, the curbs arid/or sidewoiks shall be sow cut and removed of a mil plastic sheet, tr a sediment kap � pond. • I to but don �d in writingb the City. The saw 4. Sediment Control structures shah be monitored dAN�t �rir+y rainy peulods. 1 � of rTlace, the requirements of the "Construction Standords tooled �ornt unless otherwise authorize and Specifications doted September 1998 for this -.ity of Tigard, the USA cut lines shown on the drawings are schemulic andnotintended to show the AN structures shall be mQlntainui►d M good c��nd+tlrrR gw+rf ardditfonol control structures installed should cor..;itbns warrant Ane structure w 'Design ortid Conatructiori Standcw•ils for SOnitory Sewer rand Surface Water exact alignment of such cuts 9011 MOnagernent" dated July 1996 and the Tualatin Valley Water district hWater 4 SEDD" AND BACKFILL All pipes shall be bedded with minimum 6-inches of shah prevent System StondordaO, The Contractor is encouraged to obtain o cvpies of the 3/4" rninus crushed rock bedding and backfilled with compacted 3/4" minus a. Qeposits of mud, dirt, sediment of similar ritual exceeding g standards from the City of 'Tigard, the Unified Sewerage Agenr.y and the crushed rock to the pipe zone (crushed rock «ha11 extend a minirnum of 12- cubic foot in volume in any area of 100 squer l fret or lose on Tualatin Valley tauter District. inches over the top of the pipe in all cases) Crusn+cd rock trench public or private streets, adjacent property, or into storm and 3 Prior to the COrnmencisment of wort.t. Controctur and all Sub Contractors backfill shall be used under all improved areas. Crushed rock bcckfili surface water drainage systems, either by dfdeposit, dropping, ion discharge. or as resile of the action of erosktA, shall procure and conform to oil licensees and construction permits shall be compacted to a minimum of 95X of the maximum density as b Evidence of concentrated flows of water over We soils, turbid or required by the City of Tigard, the 1.:nifwd Sewerage Agency and the determined by AASHTO T-99, Method A. ------- Tualatin Valley Water District. 5 Contractor shall arrange for and pay all costs to abandon existing sewer rivulets laden flower; or evidence of on-site Ater i such as 4 Contracror shalt provide all bonas and insurance rc� aired b public and 'or and water services rrct scheduled to remain in service rivulets on bare soil slopes, where the flow of water 1!t not ` --.� . w Private a q y I filtered or captured on the site usi,n the techni es contained in `�� Ar agencies having risdicfror,. 8. All piped utilities Abandoned in place :rholi have oN openings closed with g �' .� �--• * 'r 5 All materials and workmanship for facilities in street right-of-way ur concrete plugs with a minimum length equol to two times the diameter c.f this piuo. easements shall conform t the abandoned pipe. C. Earth slides, mud Rows, earth sloughing or other earth movement o approving agen� es' construction specifications which )caws the property. wherein eactti hos Jurisdictions, includingbut not limited to Cit Count 7. The end of all utility stubs shall be marked with a , by 4 pointed white Unified `ieVvdrra- d Agency Y Y enol wired to the pipe stub ACT 5. Erosion and sediment control facilities on inactive sites shall oe g y (USA), Tualatin Valley Water District, Oregon P P in ected and maintained a minimum of once o month or within 48 hours Deportment of Transportation (ODOT), Or,, N,eolth Divi; ion (OHOj and the 9. Contractor shall provide all materials, equipment, and facilities required sP Oregon Deportment of Environmental Oual,ty (DEO) for testing all utility piping to accordance with City of Tigard following a storm event. • r Specifications 6. All temporary sediment control structures, including silt fences and straw 6 Unless otherwise approved uy the Engineer, construction of all public Construction Spec co or.s pile dikes, must not he removed until completion of permonent vegetotion y facilities shall ba done between 7: 00 A.M. +end 6: 00 P M , Monday through 9. TRACER WIRE. All nun-metallic water, sr7r,itary sewer, and storm tr ght stobili7ation P j� Saturday. piping located outside of the public right--of-way or not laid in straight 7 The Contractor shall pertarrtr all work nece+ssvey to complete the project in lines between stru::ture3 shall have ,-in electrically conductive Insulated 7. All fills in future building sites shtail be stripped orrd compacted to 987 accordance with the approved construction drawings including such 12 gage c�pl,er tracer wire the full length of the installed pipe using of the standard Proctor maximum dry density (ASTM C1--69$) within building inr~tritntals os may be necessary to meet applicable agQncy requirements and blue wire fc,r water and green for storrT� and sanitary sewer piping. Tracrer ar"a ind within a 2-foot depth of any pavement section. All fills provide a completed project. *ire shall be e,tended up into all valve boxes, manholes and catch basins. outside of these limits shall be compacted to 92 percent of the maximumPalo 8. Prior to construction, Contractor shall provide the Cit, of Tigard and the 'grocer wire penetrations into manholes shall be within 18--inches of the eery density. Fill mote+rials shall placed in lifts not t4 exceed 8-inches � � Engineer a schedule g.howin the sequence f m r n-tr c tion phases and rim elevation and adjacent to manhole slaps The tracer wire athall be oral ,,+a to he machine compacted except that for ernah -hand compactors. H � g 9 quo ce o ulo co u p estimated time of comnpletion. tied to the top manhole step or otherwise supported to Allov. retrieval lifts ;.„roll not exceed nerahes. �j 9 Contractor to notify City of Tigard, Engineer, Unified Sewerage Agency, from the outside of the monf^ole,. S. Topsoil strippings to generaNy be placed along the 1sr0wk of lots. No _ � �~ Tuolotirr Valle WaterDistrict- n It tai r •nr minimum of 48 10. WARNMrI(� TAPE. Detectable or non--detectable acid and Clkoli resistant strippings to be placed within the drip lines of trNr !O f;►e saved. � i .�. � y and utility carr pc as o l! 9. Street excavation materials to be placed as noted on the Grading Ptar business hours 2 business do prior t the tart of onstruction,• and safety warning tape Shall he provided c.ong the full length of o ( days) p o o e s c - rm r ins e service laterals and elan all water, Compaction tests will be required far all structural fRl placed. 5c�►is Com i : with a!1 other r it n f R 7 7.°41 to 75'7 57 1 sanitory sewer ,and ._to d a r, 9 and reports for all Ufa p eau eme iso 0 5 5 ., compaction tests ore to be scheduled b the Contrw forc 10. Any :n,.pc ction by the City of Tigard, the Unified Sewerage Agency, the sanitary sewer and storm drain rnainirne segments not located .under composted tills ors to be pu'evided to the Engineer and the Gly Of Tigard. Tualatin Voiloy Water District or other agencies shall not, in any way, sidewalks or paved portions or Public Streets. Underground warning tape P ' relieve the Contractor from any obligation to perform the work 'In strict Choll be continuous the entire ier%rth of service laterals installed from 10. Maximum fill slop* On lots is horizontal to one tinsltitCof. Toe of `it! * , slope shall be o minimum, of t«o feat or one half the Might of the fill compliance w-th the applicalble codes and agency requrremrrts. the mainlina to the pock of +,, � r,obrrc utility easement. from exterior property lines. D I•d� ' 11 Controctor shall erect and maintain burricades, warning signs, troffr,: 11. No trenches in �,�ads or drivera,�•s ri,all be left in an open condition P � Y f i Tualatin Valle! overnryni All such trenches sr', ;11 be closed before the end of each work 11. The contractor is responsible for dust control from eonetFuction L 50111111, cones per Cit c� Tigard. Unified Sewerage Agency. the Tuv Q y T �T �� 44 Y 9 9 9 y• Water District and ODOT requirements in accordance with the MUT('D day and normal traffic flows ►e;rt•�red. octivrties MAN NO. ZS-t-QAC � (including Oregon amendments). Access to driveways and buildings shall be maintained at oil times for' rtsideAtiol, fire and emergency vehicles All _ idle traffic control measures alio)) be approved and in place error to any ESIVATE gf�601 ��~ ��r r n hall ce in lace and 1. Unless otherwise shown on the drowings or approved by jurisdiction havin1 construction activity. Temporary address signs s s p 1. The Contractor shall be responsible for managing eantlruction activities visible from the street prior to the beginning of construction on any authority, nil new private utilities (p��wer, r-nble T Y , telephone enol structures. gas) shall be installed �rnder5round installation of private utilities in to ensure that public streets and right-of-ways are kept clean of mud, • I et of o common trench or within 3 feet Kori;ontolly of parelleling water, dust our debris. Oust abatement shod be maintained by adequate cratering hall maintain one complete s f h site b the Contioctor. ` i 2 MU The contractora p approved drawings on the construction site at all times whereon he will sanitary sewer, or trdina drains is prohibited o the s y h roved 2. Contractor shall coordinate with power, tele;..c^e. and cable T.V. 2. Unless otherwise noted, all grading, rocking and pavletq to conform to the record any opprov-A deviations in the construction from the app drerwrn s, as well as the station locations and depths of all existing car ponies; for location of vaults, pedestals, etc. Alt Qbove Trade Oregcxr St Ute Highway Department (OSHD) standard 4pecffications, i991 g c►tilit4s encounteruad. These field rivcord drawings shall be kept up to faci,lttes �.holl be placed in Q Iccation outside the proposed stpewAlk Edition. ,- date at ani times sand shot) to available for inspection t;y the City of location. 3. Clear and grip within work limits all surface regetoticrn, trees. stumps, brush, roots, etc. Do not damage or remove trees except as approved by Tigord and the Design Engineer upon request. 3. Power, teleohone and T V trenching and conduits shall be installed per PRIVATE IMPROVENAENT PLANS w- fs 13. IJ err completion of construction of the Engineer or as shown on the drawings. Protect all roots two lurches in F.. p p public facilities, contractor shall utility cornpony requirements with pull wire. Contractor shall verify wilt g C3 subunit o clear► set of field record drawings containing all os-built utility company the size and type of conduit prior to construction. All diameter or larger. 4. Strip work, limits, removing all organic matter which Cannot be compacted for use in the reparation of As-Built c6cinges In direction of utility conduit runs shall have long radius steel ,n stable mss. All trees, brush and debris associated with clearing, � i--.formaYior► to the Design Engineer P I too � w 0 drawings for submittal to the City of Tigard, bends. 14. The contractor shall submit a suitable maintenance bend prior to final 4 Contractor shall notifyand coordinate with private utilities for stripping or gracing shall bre removed and disposed of off-;cite, 5. Immediately following fine grading operations, compact subgrade to 95% of ��ya . o -rent whetre required by public and/or private agencies having relocation of power poles, vaults, etc. maximum dry density per AASHTO T-99 test method (Modified Proctor). V� R yr' jurisdiction. Subgrode must be inspected and approved by City prior to placing The c'ontroctor shall take extreme care to preserve existing improvements, embankments or base rock. t t, n property corners, bench marks and construction stakes. � � e verge v o p p Y WATER � ,�� 6. All fills within public right-of--ways 'shall be engineered. Additionally, 16. Elevations based on Washington County Benchmark No. 378, a OSHD Bross Cap - no fills outside of public right-of--ways which are over 2 feet in depth Z set in concrete curb on the Southwest corner of the concrete bridge on S. 1 Cc.r tractor to _,)ordincite with Tualatin Valley Water District for shall be engineered. Engineered fills shall be constructed in 6" lifts, W. 72nd Avenue crossing Highway 217, Elevation - 155 397 feet connection to existinq public mains and conform to all Tualatin Jaliev e ` Water District requirements and directives. Each lift shall be compacted to 953" of maximum dry density per AASHTO T-99 • test method (Modified Proctor). Water service pipe on the pr,tol;c side of the meter shall be Type h soft �! 7. Unless otherwise shown on the drawings, straight grades shall be run copper tubing conforming to AWWA C--8001, 160 psi rated. between all finish grade elevations and/or finish contour lir;es shown. 3 Unless otherwise noted. water service pipe on the private side of the Finish pavement grades at transition to +xisting povement shall match water meter shall be Schedule 40, NSF approved, PVC pipe existing pavement grades or be feathered past joints with existing .` AND FACILITIES, 4 Domestic and tire backflow prevention devices and vaults shall conform to ., E .�, UJ requirements of public and/or private agencies having jurisdiction. pavement as required to provide a smooth, free drohiing surface. 8. Crushed rock shall conform to the requirements of Section 10600 (Bose r 1 The locations aria descriptions of existing utilities shown on the draM ee' 5 SANITARY SE%" rk WATER IJNE Where sanitary sewer lines cross Aggregates, OSHD Standard Specifications. Compact to 95X of maximum dry ore compiled from available records ond/or field surveys The Engineer or above or within 18-inches vertical separation below a water line, sewer utility Con onies do not guarantee the accuracy or the completeness of mains and/or laterals shall be replaced with C900 PVC (DR18) pipe at the density per AASHTO T-99 test method (Modified Proctor). M1Mitter: such records. Contractor shall field verify locations of all ex'sting crossing. Center )ne full length of 0900 PVC (DR18) pipe at the point of compaction test results must be received by the City prior to placing INDEX OF DRAWING"utilities, prior to construction. crossing. Connect to existing sewer lines with Engineer approved rubber asphalt pavem3nt• 2. The Contractor shall locate and mark all existing property and street couplings. Note that for an 8-inch water main with 36•-inches of cover, 9` Pavement), concrete pavement shell conform to section 00 Ut mix. Concrete monuments prig' to construction. .any monuments disturbed during lateral inverts within 567 feet (68-inches) of finish grade must be C900 concrete p '7SH0 Standard Specifications for standard duty mfr. Asphalt construction Of the project shall be replaced by ra Registered Lord FVC (DRtl3) concrete pG��ament shall be compacted to o mini nun" of 91X of maximum Sheet •1r'�tle Surveyor at the Contractor's expense. 6 Minimum cover for water mains and services is 35' All ex as d r constructed b the Rice Standard Method. L 1 1 z 1 field verify Iocotion and depth of all existing utilities 10. All existing or :onstr acted rnonholes, cleanouts, monuments, gas valves, _ � � 4 Cc,rrractor' shill Y wh er.. now facilities; Cross. Carrtroctor shall be responsible for exposing water valw_s arid similar structures shall be od>tirstesrd to match finish '� of IndQXr ViC�i �� ( ��di �t7t �� poterrtkS utnity conflicts for enough ahead of construction to make grade of the pQ•nament, sidewalk, landscaped area or median strip wherein + delaying the work. If grade etp ry �1 they lie. of 4 Site �� necessary grade modifications without de►ay g 9 STORM DRAINAGE 11• Unless other w;ocand I � � ,�"wo , �hown on the drawings, no cut or fIli, slotres shall be modification is necessary, Contractc, shall notify the Design Engirrper•, drawings, 3 of 4 Private Storm Drains ProfiiG a1 r shall obtain approval from the City Ent ineer prtor 1 Storm drain pipe materials to conform to the construction constructed steeper than 2 Horizontal to i Vertical (21•l: 1V). and the Design Engineer r q 12. All lanter areas sholt, be backfilled with approved top soil, minimum $- „ + to construction.ction AN utility crossings Shull bol, potholed as necessary Unifier+ Sewerage Agency and City of Tigard requirements. Contractor shall t P Stol'm �rQ�Q� St�i�d �tdN� N � riot to excavating or boring to allow the contractor to prevent grade or use uniform pipe material on each pipe run between structures unless inches thick. Stripping materiois shall not be used for Pic ntelr backfill '� " p otherwise directed or approved. 13. Contractor shall hydroseed all exposed slopes and disturbed areas which 4 of 4 Sidewolk, ftt4w e�,��ty �d ErosNon ,. .� alignment conflicts. Control � q '• g ore not scheduled Von U � Standard �t�� i°W .� ►rD 4 All existing facilities shall be maintained in-place byr the contractor ar2 the edge the ark inronloto�esstr•eelt wherein square orrmt drainage led to be landscaped. unless otherwiss' strewn or directed. Contractor :aha I toke al precautions_ P g Y 9 14. Grading shown on the drawings is critical to functioning of detention ,�naintair!, or otherwise protect existing utilities inlet structures and paving shall be adjusted so water flows into the system and shall be strictly followed. necessary to support, ponding 01 �� 15. Contractor shall coardir'oce aria ensure that detention pond volumes are and other facilities at all times during construe oon Contractor to Unlessstructiutherwtisetapproved by City Engineer, all -toren drain inspected and approved by public agencies having jorlediction prior to w+ leave existing facilities in an equal or better--than-original condition 3. paving and landscaping. ` • And to the satisfaction of the City Engineer. connections shall be by manufactured tees or saddles. 16. Unless otherwise shown, 6-inches porrninal curb exposure used for design of or interfering Portions of utilities. that are abandoned m 4 Sweep storm drain pipe into cutch bvsir.s and manholes as required. all Arkin lot and street grades. ., 5. Utilities, rector to the extent neressar to Maximum pint defle�ctioc. shall not exceed 5 degrees or manufacturer's parking veil b the Cont Y C1'"fY ........... .». IL fel" 0 Lt- lace shall be removed Y P The c;ontroctor shall plug the reamainrng errhosed ends recommendations, whichever is less 1 r. Contractor shall provide weep holes in curb to provide for drainage. Weep OCCompliSh the work. 5. Unless otherwise shown or directed, install storm sewer pipe in accordance �•~.••• p p holes shall also be provided as rer'�uired for additional drain pipes shown AP � letwd " _ s 0 of abandoned utilities. with manufacturer's installation guidelines. on the drawings and/or as stoked in the field. Contractor shall ic�stallFat 01* mokp h Contrortor shall remove all existinq signs, mailboxes, fences, 6 All roof and footing drains shall drain either tc- the to the private storm drain pipe from each weep hole to the bock of sidewalk location prior to �s •~' _ to avoid oamoge dui-loci coni ur_tion and to ~•• •` lands< aping, etc., as required drainage system consisting of either weep holes in curb, connecting to acceptance of the curbing by the City. replace them to existing or better condition ties ............. 1 Wks encountered during construction s►)ari be pumped out. private storm laterals or discharging into the water quality Swale 18. Curbs shall be stamped with an "S" or Q "W' at the polnlj where each fD 7. Any septic to ok bottom of tang out And bac with pole Lrovel sanitary sewer lateral or water service lateral crosses the cw'b, O tt IDr ft .D1 Contractor shall bre respectively. Letters shall be a minimum of 2-incfs high. a'�' h�:�rfse required by public ogencie5 having jurisdiction. ptiC ~� unless of 19. Contractor shall construct handicap access romps in accordance with tank removal to be in occordonce with County tate 0,an �pqui•eme r SANITARY SEWER IMPROVEMENTS 7 current ADA requirements. 8 ,any wells encoumteYee shall rb nren�sdcned Per State �,f llreaGn Water Resourcul9 Du)!p 20. Sidewalks and driveways Thal! be constructed to the full thickness shown. Clrtme •equ e 1 Sonitor y sewer improvements shall be constructed and tested in accordance dif 4 t 9. Any fuel tanks encountered shall b,! removed and disposed per State of with tl,e I_ln,frrm r-IumCing Code 1 Oregon D E.O. requirem'�ent!>, Backfill with co►ripacted granular material. IL Unless otherwise noted or shown, sanitary sewer pipe and fittings shall be pvC gravity sewer pipe conforming to ASTM D-3034, SDR 35 with rubber rinq type joints Joints shall conform to ASTM D-3212. All other Nm appurtenonces and installation to conform to the USA Specifications 71 LEAKAGE TU11fliKir sanitary sewer pipe and appurtenances shall be tested - - --- for leakage as required by the Uniform Plumting Code. 5TRUI 4 CtiFANIND. Prior to te�stIng hind inspection, flush and clean all sewers, and 1 Street {fights shall h* installed ril after v!I other earthwork and public )clod End after rough groding of the remove all fnreiyr material frr)m mainlines and manholes utility ill Is cfe omP tpvent damage to the pr�l?s Existing P(.,tir tank t, be �.rbandoned per Washington County Uepartrrl?nt of ro erty it3 uccontiplishsd to P" vent P set to o depth res specified ny the Health and Human Services, Phone (503) 643--8722. 7o2sswoorrs,oas,r..c 2 Street light poles shall be s than 5 feet ®uPzoo101 oeaeo,sRs000-000sl manufacrturer, but not les tti 3 Street light pads 9no,, be installed within one degree (.+ I') of plurr+b - y,�,rC �.••;:.. d._._... •-•KnrtMMntsnA i^. _ 5t 02:,efr ^'."H`: . Imp ft 6 10 12 I16 • �'. r r "" 1 1 1 1 1 I I I I I I I I 111111111 1111111 1111111 1111111�11 . I 1 r„rllllllllll I I IIIIIIIIIIIIII IIII(tllllllill 1111111 IIIII � I .I I ! �� I 11111111 ,IIIIIII 1111 . III � �lrI114��1�1111111 1111111 IIJIIII 1111111 IIII li 11 III II IIIt1111 1111111 Illllli 1111111 111 1 lM 11uTt�unitlTi�ImL �lrnlr �lnrlrl �rullr4i�mrlr �ln�ls'Ri�lttrll • lu +y lrur<!>It[►hslllhTuhwl, �►hll�u�rnrll ilmlirui�i rmllrTi11Ti1hAt�llnlf�f1�1111111 �lulri �ulril i�rmll IlullTu�uu1'1Tl�unl1i1�11n111n 1�11��u�rlr ir�rruirt �mrlrTi�uuisrwil 1*1ir, u11 11111i 1 1111ril1nu t .. �• �� ... , .. .. - .. -�,..M�+�• - „wam-w.•...w+v..,,.,c...-....,r-... ., t�....u. ..... r,vc.. ._�, _.-rr.++�wue•.•:::ac.;:.w r n it « A.-•,_ • y ,xa owrlN - o ' - ,nt. 1.rrM�fIMN�M�atdJ►Kf•!R wN +»at�,w►•�wMNIrM'a,va..•+,n..w•F•.,ave 'NMA" "tM' .. •„ 'u,,.., .'•....C. • �.. �i'.>'. .w.i�'`,'�1..4M'}*.'ir•i..•vi�!C!w'.+."•'^. ..-.; .i�rr'rL�• b *n,!'•ni�vin VW �k�+Fi1F..1[rllr a70."•../M.�vLeaR,wr.•:-a-a,...r'w,..... _ _.....,..`. .,.,rr.ns.. ... ... a«<__. -ce.e-...,� _., a.., ....,,.,•.wn,.�........_ . ..w., .M�+•.w- .-.. .....-...,-r-..,w+a-..w,0�:r Lu,...v,r1.c.......... .pfF-. .. N�",' /y.�`'� 7NNM1MY1 d.. e ` I 1 I • !i i I rt � W E XIS TIN{: GRAPHIC SCALE HOUSE STORW to o a to do t0 AR$A I l 1 • ( UI 1 inch - EO n - -,.. �! VA(Ali f, ;kt4 i T TAX LOT 2400 = �'1 !{ T" LOT S'?01TAX LOT 2500 1 11 TAX LOT 11 kw tea. zs-iw1AAMAP NO. 2S-1--1AB MAP NO. 2S-1-1A11 ' s r . FOUND S/b" SET 12" SPIKE I :' NQ. LOT LOT IRON AEBAR ELEV = 244.29 .�• 11!,3-„1-•140 _ _ 1ijUr xISTINI , HIG1l4_._ 9 APPLE, ' 1 6 N!(04 11 ; g� .. EXISTING 5' HIGH - _ MISTALL (IIf.MOVE) G�HBOR ! 1 9 6000 NEIGHEiOR •0�L ELUIIIIPER 7' FEAR..,---�''� } wooD FENCE - A( )p c�NcE STOPS - E <' _ - S_ - - - II (SAVE) 1I REPLACE P T _ _ _ - -- eyY- - - - -1- I` - - ! 7" APPLE 01WITH i 1 W0006' HIGHFENCE T 244 70 10.07' r - - - - - T - 243 tC�' 2' Sm 4. 1 24 j� O PVT "' -• ! I I�ItO'Y>EC'TIE OF PARK NC TO SOUTH EDGE - 4110 ' I j , 1MiCKJ1� E lA1�NG VAC r,16 i T REAPPLE E.g d � I ' � I PARK ��-- 14,24' TAX Lale I t 1 ' � I ...�• I `{ . , i t � �: R -6• ..1.�. 9' 9 Ma ¢ PVT I� 1 ' me - ry 24810 r E>t15nN4 R-2S� / I 1 11 I 1 ,ti • �`" 17` CHERRY I 1 1 S•r+-!MX 1 1 SHED 11 a ' ` AV7 il�iT 1'$ 14- SCJ F T 11 , PVT 44.04 _. ! AIM4R fir. 1 TAX 2700 �- STALL Fl rjw 2v t 'i �'.. 11 ` .. INSTALL TREE 1 MAP PROTECTION '� t$ INGC OI Lf $ �.. AROUND EXIST �� C- �_..,.�..: _ 1 j! CHERRY Cr .-- 1�.•I» VACA7* STRE6, a � •- PVT PYT 4 TRC:'T 6 PVT PW 242." P" 30,t,2 ; TWN TO e` ' OF RD 242.31 242.S3 212.74 rt L 1 - 243.24306r �. f, l' !_ ; • PVT - I .,.. . ( I r - . I 242 39 INSTALL CATCH R05' 7►'� b15 .-';1.. ,�( K Ww \ 1 BASIN PROTECII PVT ! pClx 1 .d�.,� _� ---------- --- -- - - - - '- PER DETAIL 3-70 242.2) _ �� I 1 I �� ! ;� �''�,x #4 f li , W F ! INSTALL fRIMIN , 1 r/'� PVT TRAPPED 242.0# PVT '� t P1rT yp( t' /1 2A2.64 ; CATCH 242.3 I BASIN r _ ii I 1ACINITY MAP 1 I •rt-J1-"` -- - _ - '-- 1 _ .�' .--;• . TO1M ,,Q •r►4 1 1 1 I r P�/T 1� T S••1.322 V� Illilow 2 INSTALL • 242ABANDON .64 ' •,. i i i I LEGEND ..._.,_ ..._, _._... _- T 4i 1�4 LE. EXTRUDED TOTN ' CLE It B 1 4S CURB 42.5 �"'?" BICY 11 1 'PTIC. I �1-• PARKING fU1URE-�;� 1 •---_ S - -.- - Existing Sanitary Sewtr I I *AN► SE1.*R PATIO • ^ ` CIS ` R Aili- `, i DRAIN -� CLEAN : . !► ' I .� . . . �•- . . Proposed Sanitary Sewer I 0 11 1 es ,_,NER eEu, • . . . R - 243.34 = I .�___.__....D Existing Storm Drain I '! + I ; I l• RAIN f 1 .# DRAIN z'�"�• .'.'•ti:i 1, 1 CONSTRUCT CONCRETE ' �:�• 11 1 •� �• �� • �� •� 1 1 'wISTALL 4' BY t I Proposed Storm Drain HANOICAP ACCESS �r_ONCRfTE 13AlIBAt�E Alk RAMP INTO BUILDING 1W RECYCLING PAD 1 1 r 1 1 + of ! fU�w�6' I Proposed Extruded Curb ; a I W 1 11 1 t PERFECT SURFACE -------- 1 11 1 l Proposed Curb and Gutter I I I ELECTRICAL 1 .'.'' �•• W I z I OFFICE I %#E TER 1 Future Curb and Sidewalk 1 GAS METER i I , I INSTALL 10, I _ -_ Existing Asphalt 1 MI 1 ( GI BARRIER x I TAX LOT 100 I POSTS 11 PVT 1� I Proposed Asphalt I .r I GARAGE ' �' 242.42 TIN(, ► I I I »� ' MAP NO. 2S-1 1 AC ► END E x': t• ,. 1 +. I (CONVERT TO ,6' HIC+H GOLD I 1 i Proposed 1-1/2" Asphalt Ovslicy WTIf , I RAIN DF AIN I STORAGE, , , l42•.'�. 1. NEIGHP.OP 1 TO SWAL_ EXISTING OVERHANG PESTR('OAI') *•' �Yt?L�D rENCF 11 I I ' ,,• a ; i i 1 AT FR I PVT24214 1 1 {';':I< : I1 I I ---� !__ Existing Concrete 1 r.. ..,,�._..,,•,•.•.,, r.._._.,,1 v �' i I I ..,�. I 1' INSTALL GRAVEL CONSTRUCTION I . .,� • 1 1 !' • Q 'EWTRA NCE PER Dz.TAIL 3-IA ' • ••I . T•� AND PROVIDE IFF STREET I Proposed SidewalE I • y •' , �r 1 ; 1 rLr�WER NES': ' • •� jh�-+i• I ^•1� , •'' •, ''� i ' i_ _-- - 1 1 _�"'"" y`•� ,. A . Stt21l , ' ` PARKING FOR CONSTRUCTION ( _ Existing i 1 EXTG •i i • , f EST E St D tch/Savoie a I i i LILQC0 I 241.60 WIDEN I , 11 , _ Overhead Utilities l • �' xl , IRI. '• INST L C TCM 1 I , TIO 6WALK SERNCE R I 42 0 ,� FTE ' I rr IANDERGR0UN0 T I 1 ! MAIN �' 1 r ,. ELECTRICAL 11 1 i r L E BAST PR ECTION 1 1 ENTRANCE 1 ' "•"• �w Top of Walk ` WAIF \ I PER TAI 3- TD ,- 9EtRNCE I • \ / ;o `- _ I Ate -_..iJ£-- UndergroundUtilities \ INS N-L . .• a'. . t ,. AR6 DRAIN R f •, ~• •l 1\\ \\ / 0 1ADE /CONSTRUCT I T' ,s'�'� AY , g 1 - - _ ....._ ., - ( • • 2 _ -' I ; I Ex'stiny Drainfield (Abandon) l ` TAX LOT 300 ,G E 239 4Of Al N S' RICHT WIDE / . '/ r • •� . •. FOUND 5 8 1 I r -- ... - ' �\,\ ``�INLET FOR OF-WAY CONCRETE 1R M LUI1 I .� '��, + l a ��+ / i! i I me r•+ Drainage Direction ' MAP NO. 2S 1 IAC _ ( E OVE) 1 �* IRON REBAR" I OVERFLOW DEDICATION SIDEWALK • ' �� 'DRAINAGE - • '� •�',�. ..... i' ` + /ELEV. 24 jJ79 1 1 BU . '�7�r / �! Proposed Finish Contours I , r - _ --- 1- ------------- --- `��- ----�- WA1>E! (' It' 11 1 FUTURE G' �� iqi • ( POWER 'L 11 1 I vow '.- ' �,.- 1- METE I, T PO(.E wfRE ' I I '�- �'� SIDEWALK _ _.; ., ..,-_...__�_..._-- WATER QUALITY CALCULATIONS __---- i'il�• r7glc'•'s7�wwan Awu7 rsyc.r�vr•rs'w.r_ ..,-.. w INSTALL REDUCED � '� '•�I. NSTLL '� INSTALL Ie.Of! L.F. INSTALL S PRESSURE PRINCIPLE OW-LOCATE TE A► .' •'�' � 1� ! • FUTURE , I III..PVC S-3 87� PUNTER '" NEW IMPERVIOUS AREA 5,800 SOFT. C+11 I.E. OU CURB - PAVE T� �• I.E. I Te cuss TYPE BACK FLOW DEVICE _ f �,) �� I DESIGN STORM 0.36"/ 4 HOURS 0.09 IN/HR V� -- --- - TAPER _ - _��36. - _ / -I ( � 11 1 236.39 _ ___ __ _______-------- .__-_- t _ \ I TREATMENT VOLUME _ (0.36") (5897 SOFT. = 174 CU.FT. N• - -..-__ _ _ t PVC S%0.47G .� - \ 11 1 I t� `.« .0It - l �.� I�'F �"�"""� I. T , ..___ __-.,.�. �(� C?F -`-,,•, `-�_ ExI5T1ilG ' I ) i116X �� II ( i \ TREATMENT FLOW = VOLUME/41HOURS = 5400 SO.FT./ K � ,�, 4_ , - wAt E t off' 1 _ I : 0.012 CFS 3600 SEC. X 4 HOURS AIA'Ail1Y ., ch J.0 rfls _t « ._. - ..... ... ► / iv - _4. .1".;--_ -- - ��..} - + tr1�LL X G 11 1 I II R!P RAP I �,•� AIR1!...__. ....__ _._ ,. _ _.__.,_.. _ ..__.��Sa __.. . .__._.�.-� ..._ •ITCH !! AI - ... _ _. 141 i 1 I 1 ... . I • +t 1- ♦M OUTLET• -.__ _ (_ INSTALL OVERSIZE PCai ! i! PATHj QI. 11. t,4 414 . �1 Pf.TI. CATCH BASIN PATH r' 1 '.' . . �..r . • .- . . i . . �. . . . . . . ..1. . . . . �+ • . CURB INLET AND 1 1 'r I i i i y T /� . . ..rP s '.� �. . . . . . 9 M6 40lr01 . • ItM� . . war EXIS NG t°" SUMP "'•' � ._. . / --� J TIV� LOT I�d�`.I AREA PAVEMENT ST T I I 1 , w ,c ; MAP NO. 2S-1-1 AO W, ,F T. � - S. W• -" (LOCAL STREET) SAW CIJT•.EIdETINC i c 5' i?EUICA tII�fV 560 3.6X PAvEMENT j i '" �! ! EXISTING HOUSE/SHED 1851 11.8x EXISTING WALKS/DRIVEWAY 1749 11.1% e - } I �� ; PROPOSED WALKS/PARKING 5816 37.1X M-0 ___ ._ _.,...__.�_ .__._ .. ...- 1 I !i ! MORTOM TREE SERVICE LANEISCAPiNG 5709 36.4% . 111 " '••Mr.'r""""'tip-••»"n ......, ' ! � �� i TOTAL 15,685 100% Sheet CONS _ !t NOTES: "AJ - _./ ._ _ _ - - - _ _ _,._ - - - --- ' ---- = `++••, ' _ _ _ __ __-__-___-__-_--_.-__-_-_____'I __--_--__- _-.-• -----__-_--------------_- -_-=====t==-______ -- - ------ ---- - - ------- "=_ ` _r_.rI_rty_r_=I_-____= _FUTURE - �'"_'.--4=_. .__ ____--- -- "�_" ".+..". _"._...' =_` _ _ i ' 1;1� 1' oU.4 1. This map was prepared to accompany o Site Design Review Application for convi___-__-_ ______=___-_____- -=- ,WALF parking and storm drainage improvements._- -- -_-- n of on existing residence to a 8siness Cice including propaseders 10 CURB Y 2. Elevations based on Washington County Benchmark No. 378, o OSHD Bross Cap ---------------- ..------ --------^------------------ _ -------------------------------------------------- g o S. W. � - ` 464 ---- -��---_- _ _ „ Set in concrete curb on the Southwest Corner of concrete grid e n -'-FOUND S/8" ; 72nd Averue crossing of Highway 217, Elevation 255 397 feet FUTURE 6' ,< t,., IRON REBAR �.._- SIDEWALK I �i 3 Topography survey performed using a Topton GTS 38 electronic total station WATER ; ' \ _ _- _- --_ --------------------- 4.4 -__--__--- _-_--_ ( ) �� and o Tripod Cato System TDS 48 data collector. Contours were generated 1 FO,1Nlt S/A" BENT . (_ - -- ----- -- _ _----- - DIETER _ ._ ------- - ------- ---------- -Elfv 238 5 ------------ - IR-)N PEBA -_ +l+�� * - - - . ' ��,`, ,r ; ui Autocad RelCas�• 12 and Softdesk (UCL) Civil Engineering Software --------------- - -___ • \ TAX LOT 200 EXIS TIN; 1 1 II 1 J______. -...__------ II , 4. ?"r*,,�,,not a property survey. Property boundaries based on field ties of 7025 SWoonza TAX LOT 1000 ' " • . MAP N0. 2S-1�-1 AC ' ��` / � " � corny 4yllnd as noted. Length of South line established per plat of eUP20op.a04o0,aRM 1 IAC • ' \� DRi "BEVELAND N0. 2" per Deed recorded in Book 469, Page 53. 2 o �T MAP '" - Y j . . _. '.. _ .I•r•: ...`_. .-... I'• '.4* .jb"..•• :l✓'-.,.• �,•rYut!". ,. , • \� y�„e,t \• ,- . - _ , 2 w\ T 6 '� 10 1? 14 ja, 16 } (�� .fI ►�� ill lll,ill 11111(1 (111111 III 111 (III II 11J1111 1111i�1 f��ill1 1(11111 lilllll 1111111 I Ilillll IIIIIII IIIIIII IIIIIII IIIIIII IIIIIII I VIII lillli III!IIIIIIIIIII IIIIIII IIIIIII Illllllelllllll IIIIIII IIIIIII IIIIIII II I I II .. My"�' '� , i p- ... • I �SI 61 1 8 3t I �1 a l `• II1iIT1111111I) I IIID Il Ufl�i 1 IIII�IIII�Il1I�hj�I1l1IIIIIII11lIIII�I11lIIfIIIIIII�IIII�i(►IIIIIIIIIIIIIIIIIIII�IIII� 111� aA lull! (iilliiitt III 1T � 11 fl �� 1 i �� iT I �) � 1�� 2I 1 �) 111111 f tt ' I 111 I 1 lull ! tWll11111U lulil Inlh 1 nllh I uulll I I nhIJ1I1nIE1111 uId! I Iu�n I tlnlllll nn�ILi allh II lulh I uuh II 1lu�Inl I I 1 Irl�lw nnhfil IUIIn I Ilulun a I , _771N 1 loom - MIN -1i'll _00; :. ,. •fit , , , , z � m 1z•! 1 I yr' E ' SEE DRAWNG NO. 26O--ST i, FOR FRAMIE AND (RATE A A A A, d lip mo �* a N f DITCH �---�. s h- « '?!• � ■ i i wed 41F IM;OWL a �. /a• 112" X 2" SO EDGE FLAT BAR _- SECTION A-A r , ---- / \ 3/14 ORA DET,> IL I B PLAN - wtM`rpryat Up ro •1/r- x PLAN • r• • . MAX 30 J ,° :_... . _..,k..� • , MIN 10 _ o , • ' . e \ � DITCH + 2'-3»Ilk ..._... 1 Z t Z • ♦y .' �1 . ,�. BOTTOM , i PLAN 2 .. �( MAX `� MAX. I 24" ' CSP � `�� ,�� e e � CONCRETE '• � � : �',:�, w / m �� SECTION B-- B COLLAR TOP VIE w 0 ORATE ' i < V 5/0 c roc 10 o M I + a v CAA111011. ON AM4 I FttA+w1ESECTION 4. +E11'I i /� 2 1/2"m 1/4" SO. EDGE FLAT YAR • . •' •* '•• • 7„ MAX G R A T ____� �•- 2.6 E g. 2^O" B.� ,�.. -3 3 6" �. it i / TYr. pilAtlit YAR (17 CA.) ' `, •,, • 1 ••• . • r , .. •• ♦ • 'M A 14 a SECTION A--•A SECTION B--B . •, ' ' s w •' 6" MIN CONCRETE FOOTING ISTD • ; •. , _,. NOTES: • . ° ' . pry»C f. . • • ,we" • � 1. + + KC;n� A-A � 6 • �_� DITCH INLET CONSTRUCTION 1N ACCORDANCE rvITH ASTM C-478011 8" OF 3/4" COMPACTED BASE MATERIAL A + _ . q; Cdlhlf7t • , NOTES: CONCRETE A - a F R P 2 est' « 3 a" ♦ t •� +' r . I 8 5•E 'TQ CONFORM WITH ASTM C 7 Fi 0 COMPRESSIVE STRENGTH DITCH INLET STRUCTURES FOR PIPE SIZES 24 OR LARCTR TO BE PRIOR APPROVED - • •' ' • t, ` • �� •� ` .. SO. EDGE FLAT YAR C. YO C. . ' •' . •$IM 2'4 PIPE TO CONFORM WITH AQTM C-76 Cl. ? 1 1 PRECAST ! MINIMUM WALL THICKNESS TO BE 5" 4� qa1 4' 4. res • 1 8" OF 3/4" C:OMPACTE.D BASE MATERIAL REINFORCEMENT TO BE REBAR MEETING ASTM A615 GRADE 60 OR *0ELOE0 PLAN p WIRE MEETING ASTM A497 --•-•--- A GRAPE TO 8E FLAT BANK STEEL OR APPROVED EQUAL NOTE' / 8 • FRAME AND GRATE TO BE FLAT ®AR STEEL OR APPROM EWAL. -- -- BASIN DETAIL °, I AREA DRAIN and DITCH INLET � DITCH INLET �dQATCHTRP GRATE TYPE I AREA DRAIN TYPE II FRAME AND GRATE �: VISO . t� T DRA11MG NO. 250-ST 6MWWA Ma. 290-ST • '��aAb-�ldr,.` ta '...:,'.FI.L'Mxi'Rlfit,Aq;, ,.r,.^tiiBiY'Y.•-:I•bWlU7t3��`� _ .. ,. -.-.- ,.. a _ • 27 270 ` r 4 r U. V �iO k W ♦ 260 ..�._____ _ �- . , +., ____-_ 260 6' AIDS SCREW a ' F v INSTALL � ` IN CLEANOUT TDP w 240,67 SLOTTED RIMS -� GRATE a � 2 � = 240.c0 d p �+ 0 OVERFLOW (I Y QQ o 1 m 3 t TOP DETENTION VOLUME � 240.05 o a CD 4 SWALE BOTTOM 23930 as or: V CENTER , z 3 s - URF ICE IA. a _-_ _ u) .__- cvy► � �•I I.E. 238.94' 250 - n Ir II 11 - — 250 I 238.55 _ LOPF - Cobb - ROUND n n $ w 0p COM ACTED � 1 S -74�� PVC Ailftik? NL.f_T FOR kr) � p ,,� � ROC ELL `►� ai► r SAC FILL 00 ` I8' I8' 11 OUT -^ , VERFL��IW + + + + � I$' WATEI? Sip DRAINAGE 00 G 0 I + + + SEAL SUMP PROPOSED I I ORIGINAL o INSTALL a o FINISH WATER GROUND 18" BY 1 [1 + • BOTTOM ' GRADE TOW RIM= 7 QUALITY CENTERLINE BY 6" SL LNG I RIM- BOTTOM - SI."P TOCK SIDE LK 240.16 •�2 40.5 SWALE HEADWALL 242.0 SUMP Z1m•5g• 235.65' 2._0• 23'9.74 � _ _ _ _ _ _ _,. _ c_ - - - - -- - -_ _ _ _ _ __,_ _ - - - _ _ _ _ ._ _ _.. -- 6, 2'-0' 61 �„ �'�,, #1a♦• 2 - �__ — -- - -0.5X �� CLWPACTED ROCK BACKFILL I.E, T 19 17 L.F. d" PVC S�3.39� I.E. 235 30 240. 3 _0. 3 -6' I.E. our INSTALL • INSTALL. DITCH 239.37 1 .6A L.F. TRAPPED I.E. OUT INLf T PER DETAILS " PVC CATCH BASIN I.E. IN 237,15 250-ST AND 260-S INSTALL -8.82% PWD OUTFLOW INM } 236.80 I.E OUT 2' WIDE BY COMPACTFO 18" SUMP INSTALL. AREA 2' LONG BY Sheet DRAIN PER 23855 73" DEEP RIP RAP NATIVE Soda '!'" • �" ' BACKFILL 2.30 DETAIL 240-5t ... ______. _ _ _____.-------___..__ - -----------•---_.__._..__ _,_. • a - 230 -3 DWG: 9ffit 0CN TL.OWG PRIVATE S ORM DRAIN CA �. �Count)& OmMpn Sade. Hai;. 1 3, Vont. 1 ►► 3 .. POND OUVLOw METS IWAREDAM ItvNBLL !'"� 1Nt Sao* 1" � 2W tc 12 Oct 2000 D"mm: � 0 �� R $won o �40 0 5o o a0 0 70 0 oo 0 220 22 000 0+10 0 0 0 30 ' 8UP20064o4>l0,SM20004ow - . So111 t Rn :; ��i�'�'.,,„1y' R+lMi♦reWta•+ e»fAM.a.ttH.,U xr ..,..,.. .r e 10 12 14 y 16 - H�. ! Ia�NI i11Nll 11i1i11111111{ Iil•111{, I,II#illi illllll (111111 ��1111 lilllll (IIIII! (I{(SII , s' � ' � I IIII�iI Illlfll 1111111 illllll IIIJdllllllllll 1111111 I III I I ► w � + I I II IIIIIII I!I • � II III Iilll I .•.. ., I III I I I I I l l l l l l l l l l l l l l l l l i I ) III 111 I I I III II Ififllll f r fillip i1 I nt11 Ir unl r InIII �rniWWII r1111iTiInr111Tfi1rrrdrTllull►1;�aruhr nrrhTr►�rlltl IAll r i I �Iullsltt�Iirliuul, ++Wi�leuuhlfienrlllffillndliDlt811tilrrrh}�i�nIIIIT �mrhi�i�IrrtlTit�Illrlti�Inllren�dTllltiull6'etlrtln17ttt�Irrrll'r' ImIh1 �IrIIIIi�Iuuh'�i�ii S ,r..aensr •-...+- .. ,,.-........*.....r:m.. .:ewrr. - '•« .,. '"k .ryr rs aw+rr. n!mcLr.+7rt..•...rsr..uer..NlDnns,... I. •w.e,..n ,1.--...—, . .:, ... ' .. : - .e - .. `__ • =!,I_ n ,..u.. - .., v. +rt+Mre ., v,.. . ...n•.rr.•+bw rr•r .,, r,rld. r:+M* <.Mrn..e.w..r♦,..x..,wc -�y-•r. ..,..,. ., ....A -w. --....w ....rwr,.,,«.u,.o..... .. - - '-,.._. ,. aaMlrfm.ws.�,... ,•,:,llfFa" • ,..1M+r. - car � - f +s. '< kv �+.."'�"" `•r1:'". -_ 'aAMI♦Awnw♦ wyy w r♦.�.1«ww•�'. ac....;.y;•. •:r,orm^w:+..r...^ t5"tAllh';^R:,.�.r.+1.IPamr'NIiIMN i I� II 4 OI kN T MATEMAL FOR WATER QUAL11'Y F'GURB JOINT9 IEt � MAIN - SEE NOTE 5 ROW 1. Sterile spheot• t?e-9r'wn. or strove may be used as tor�porory evazefoncontr :��• e ipits is 2. Cook, et ah other biodegradableose facaitlAw until hrt matting shop beousedato stl*11 ze \.� Y ��as Illndp;©ntt d ttnrou n Ptoz blasw s• The fabric may be left in s« he mesh and bWnkets that Ied:.ce `•: �'": ��,` wget growth should be ovoided. �- 2" OF )/4"-0" BASEROCK 3. The of the fiol,cdity should be de-compoctod. Native topsoil COMPACTED SUBGRADE (kae wrle{ b��f�ecfoa cel• or other soil for to 9eedirl ondaorent�Dodd be added ; • „ rid i to th top Y prim p► hq y: 4. Saved rates and mixtures will vary acewding to light, snail, and water E regim present at a given site. Apfriy *sW by hyldroseeding or hand ' S;D E W A L K ADJACENT 1 �":I 1_)R5 broad t, as appropriate. Plug spm Is dependent an the ,in* of the plugs 1-2 divmeter plugs aassum"). Flogs and gross" sP,tid be tuay r route established before full flows are *Mowed to pons thrw+gh the f,xility 3. Nati Iree9 and snrubs will reQl, m ionitgww'y irrigation JuMq the «If " I�,N Row _ f' ' ✓ summ months for the first tOwoo ywm (doop water 3--4 tirnsfs o sunw►IIaN•), �-- Gallon to five gallon piont size M Plant spocicinq is . depen t qr'n slope and facility ROAD , 6. Trees, shrubs, and groun0dcovNs SWIM bar adequately mukMd (top N + dress ) with Compost. hay, or othN` fftPt r+q f"o'teriol. a . 7. Facia with a cwnbinotioh of Asind Aenditiglne (+IIIIt. e'noiet, drys Nil OF 3/4"-0" BASEROCK rwqu 0 blending of the plar:t nne/MMr tiYtMnN bfty. Cks" of COMPACTED SUBa LADE - simil evocies is recommended to Mona dw*Ky of 4r'ow4h and survi ty. SIDEWALK AWAY FROM CURB NOTES i. CONCRETE SMALL llf: 3000 P S 1 AFTER 28 DAYS, 6 SACK MIX. SLUMP RAM:E OF 1-1/2" TO 36 EW i. 2 PANELS 10 BE 5 FEET LONG. r 3- &-tP✓ANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, •!!• S10SWf.,E PL TING S�IGCESZIt I UTILITY VAULTS. WHEELCHAIR RAMPS. & AT SPACING NOT TO EXCEED 45 FEET • t lA� se l �in `�" "04r Ao111 a4 0"010 rMWel R/veoMa dl - O.C. Bottom: smelt fruited but+'ush 7' 2' 4.0 4 FOR SK EWALK ADJACENT YO THE CURB ANO POURED AT THE SAME TIME �►S THE � slough sedge 1' — 2' O.C. ft" �` 4 CURB. THE JOINT E TIAEEN THEM SHALL BE A TROWELED JC)INT OATH A Ml(,. 1/2" RADIUS ' spreading rush V -- 2' O.C. Pkf"Swig 5 SIDEWALK SMALL HAYS A MINIMUM THICKNESS OF 6 INCHCS IF MOUNTABLE '�' �� * a, lwd CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY 80" to mid e: dough adge t " 2 O.C, OTHERWISE SIDEWALK SHALL HAW A MINIMUM THICKNESS OF 4 INCHES 1:vo s tooa",lp "loosew """Cr toles red osier dogwood �� — 4' ®.t;. pacific nktobark 9' O.C. 6. DRAIN 13LOC•KOUTS IN CURBS SHALL BE LXTENDED TO BACK OF SIDEWALK WITH 3' DIAMETER ,�` w PLASTIC PIPE AT 2X SLOPE CONTRACTION JOINT TO BE PLACED OVER PIPE Above high lure: 90101 3' - �' /i. ' • QaOS 3. `. O.C. .; rata Aalser�l00ront 6' MC. r a l.rrs ooMw,an PAW"" V WOW _ CONCRETE � »� WATER QU AU TY � ! f w,. sow ami+ bow" ,on SIDEWALK i .� SW SCHEMATIC } .►mown�\r< � `� 1 'ov or TIGMID 120 i . a r u aL yr r + o ►- � � a �' - MA�' SE USED �t TERM W 11 UTILITY VOW AND vi J O J P SING OF FIEVEL(1PMENT �. w U K — W 19 W ru V t� r a TOC OF SLOPE OR STOCK PILE11 aWi, � J H CUT SlNallti CM LOCATE ON SLOPE CONTMUR ,�A!!!1;' F'to USE AS FLOW DIVERTLR) W N v1RE✓STRlIsG 1` b a AFTER DISTALLAT1011 Q is COIAPLETES;U i W j a x0 > ;U L& '01 0.- ► ," _j Z pG�"t Z N �; CATC BASIN AREA DRAIN NTS vers F 9 w \ LAj % / h V. RADIUS 25 MIN t, . R FLOW CLEAN PIT RUN (� 2'-MINUS GRAVEL O� C# <'a�c�S Oo a Ilk-ES 10 BUTT P ��SS1t. � Q TOGETHER ;WGRADE RETWORCEMENT Z Q: Z 3 GEOTEXTILE. AS REOUIRVD fin* a LJ ~ W 8' MIN Q. `" -� N DEPTH �^ > � �1 PLAN . ' a W X � N Loi ■2U MIN FOR SINGLE FAMILY AND DUPLEX PESIDEKf1AL Q X Z ? ll FLOW a C3 p r� \ 2 - 2• x 21 x 3' • 4 �- _ H" SYAKES EACH SALE - V NOTES, ■ INKII SALES 2 TO 4 1NCHGS _j 'c W yr I • SRI°✓E S'AArES MINVOR4 12' .. ► .y ✓ 0 U �• 1�ITO GROI V SWFACE -+- • +R DRIir E STAxES FLUSH TO •q (k � a TOP a�' SALES SECTION A--A "t � .4 12 W i x 6 DITCH INLET r0 -,> w NTS 116. Gravel Construction Sediment Fence TECHNICAL. GUIDANCE HANDB�rIiC Entrance `i�EC�NIlICAL GUIDANCE HAND)IDC TECHNICft Overtand Flow TE T�AI�ICE HA1N�DlI�C TtApalralrp -w- ;s DOUR Drs IHA Detail Dm%" 3-8 kat DOUR &** 3~•7D rr, rr 7028 W*OOrVA"Mast DUP2000.00490,9"2000-MB4 4 M 11 NOW =� a � 1 1 • . .. .r., . -. �•� .w -� ♦ rN'S .. -fir•,'�".'!•s .�9. ` . �r 2 ' .r! • 1 '� !_\,.� �_ ,a. 6 10 12 14 HiII�I1� {{ Iltiiil�ilif If I�il�lil III I i IOil FLS �, iIIIII I.I II 111 II 111 111 1 � �1 � 111111111111 I ILII II I III IIIIIII�I II II 1111111 IIIIIiI II �nt11a1 i41t rI II,III I ntli I IHII 11trlr/i1{uIIInI�IfI{IutlNt�hrndlilf{mt� �Iur{Icn111Titi �r u`��i �uulrLSilurrGI,11i+00ulriluui,�ilru,I,Ii ,fi,ll {11111Iuulrl �0i,llu� r �r ,� �� 2 5 t ' (�� 1 {mlTi Irrul i�rrlllr �It,rlrTFilurrlr�irlulrlurilr ll �u rlIIII uhr �urrl,rTil,r►rinra MaM C r..1N.7' .../in .w...,K.w•Sd•."\h..-1wrl.r 1/�....•1t,1ri Ma 0'1\...9.' ... , 1'.'...... .. .• . n.u,....-von•.,.....s..++r...++. ...,....+ewra►ars+-- •' .. _ '"'+ w � .. M " j 1,+*� •o.1rn•,+r +v.ynpmror.,..\.., ....wr.+.6.. •.w•. " t "` � ,e•'t+.rl- YfLLMMIWti' "s, .kr. .+2S.ryVI11Mr •,,•II ....w,-. ......w.c's•.. ,.. ,, ,\wr.K n•rwT^ � •^q+.�'# ..,r.rfp\p ap '+T,! .o.v 1 +'fl,..-• '4w -•wtuw...... .: .• . V ,1,.`y, i U,l ! M•r d .�i�.w .i"�.iaR .Y.ww'rx,M.► Gr L +ei.m i.e•.. • .. .. - ' � 'w��''^"�:!�.+.If�y�l't�1��t+..•:: .� .- ',1Rr��aC,. ... '.- •' i "' t �\. x, ._> 1- .-.war. ....w r .. .. _ _ .. .. - - r.»! .•n...!•` ', r yyMly.. .+MI6yti"•• •.�rrg^►A.,p►`.!#n10MM.w,�nlR,ItiM�11�+�er' .. ....' .. .rte+.A .. ._. a'�n."f' bow i , f;- I fifi� I t ,w A ' .BUILDING STATISTICS (UBC) �� JOSEPH E. KRAUSE t� I. OCCUPANCY GROUP B. OFrICE$(TABLE 3-A) AW, RECON .. i 2. TYPE OF CONSTRUCTION V-N (TABLE 8-A) 1 STORY �~ , 3. FLOOR AREA: NEW OF ! ' \ (A) OFFICE 1324 SQUARE FEET -- -� (B) STORAGE 382 SQUARE FEET \ t708 SQUARE FEET -4. OCCUPANCY LOAD: 1708 SQUARE FEET TOTAL '1324 SQUARE FEET OFFICE (TABLE 10#0 _ 382 SQUARE FEET STORAGE ' •� �/' ,, ■ 18 OCCUPANTS TOTAL ;";Jk K R A USE .. ............... �-- NEW ARCHITECT P. 0 (A) OFFICE fm MV:� 14 vet IL az a. ` \(B) $TORR 2 ,/ ��Coro �\ TOT/ll: .-'` 18 j''� G`a"ML' ,JC r�NOT 0 ewe W3 - - —"""""" -- — � � - arT�cvr r►�exrrvsreeee warrrav PM ROMA= IN ANY UAY �!>t1•+ralow� rwe ANGHREGi: EX30 OCCUPANTS (TABLE 10-A) no pro■0 Tu CMac,w, VVW r ALU. Dr'r�MMO APD 61M c4WITA"APO owma f A-& B. -i rixivrOTAL REQI�ED ewreo"OR cMrw�a�rb TO rNrb '� {; Iw I ` •� OItK.�Lr PR/Olt TO"N OTART OF ALM" I1LICTi�.I RVMM I DI'�M101di l � .u.wuYs Tuve Pr�,K,= VV"SCALED DPN4#L1,% Lr 8. ALLOWABLE AREA: r �A. BASIC AL.LOwABLE ■ 8�G�00 8QU/4RE FEET �a-� �* Cc..-� " (SEC.50008) B. YARD INiCREA8E • 1,984 St�L1ARE FEET . 1 f .. .._.._ 9, 184 SQUARE FEET I / r 7. OPENINGS/Y�ALLS•,,.�' A) NOT PERMrrTED LESS x}iJC1t1S8 FEET PROTECTED LESS THAI r10 FEET t,llATcm«»AP�, B) WALL$ 1 HR LE THAN 20 FEET 'Ile TABLE 5A) 1150 `� 8, "AREAr OF RESCUE: A. REQUIRED EXIT IS AC r;& OLE - AREA , (SEC.1107) CUE 1;3 REQU�EI�: -_ -' 4 , A . - �E 9. RESTROOM$. A. U EX RESTROOM REQL FlM 0 SCALE. 1/4" • 1'-0" �, FXTaN "AL i' FLUME A MIN OF 3'-m" ALL GRADES 9kMN ARE APMWXIMATE, MATCH ALL..-EXl3TIh*-EXTERIOR , I A�vE ANY PART OF TN BLDG W1 IN C014TRACTOR r. -TALL VERIFY All FINIS,f•IEO,-TRIMS, ANO DETAILING ------ A 10"-V HORIZONTAL R401US I EXISTING AND FIN16W CFRAOM ' 1 r fes• ` ` . //' r'` r r''r, \\\ ,\' � !rte/'r• � , 05 / -- L � .� �--- -- — � -� -i-f-le�rao► � ��>;cP � c�-rIMNFr � � `'° 1'�l D.S _ 1,2 r - (E) "ARCH 80" COMPO81 TICN � � � i'! � 80042LES 4 v�wlly _ _ _ —._.._.----- --- ---- ---------------------- X W 41 41 HD. NT. _ —_ _______—._ —__ r- — INFILL ROOFlNs �' -.. -•�.-a lE — — NOVEM15ER 1, 2000 I. _-' ` I ' ----(E) I x Im." ��EL7AR I W e I i ,.- ,-' BEv1L BIDING PROJECT NO.: I I 00121 fl r/ -- ----^ -----_------- ' I 13EYISIONB: ' \ I L INE OF h" I • 24" O.C. MAIN FL•R palm ASKr�Y o'T�rER ,-r' - --- _.-•__ — --.,..._____.,. _--.-_.—__ NO: L EF7'-S 10E ELEVA71ON' GOOF / ROOF FRAMINS FLAN SCALE. 114" • 1'-t�" SCALE: !/8" A 1'-®" THE CONTRACTOR 010CR 18 RESPror�l OLE TO C-6= TME PiI,Ab^ EXISTIN4 SITE CONDITIOW AND D►/"�IVSK*S AND TO NOTIFY TW AIOCNITUCT OF MY P.PMW :r", COMIC k" :1 OR PIWIMPENCIES PRIOR TO THE START OF C"TMA CTIONOF SEAN •••.••• 7oyu��sww�000mmp ' t +IIIM' "YA .. I •.., ... .. .. _ ,. .. .. � .. ..f. _ h mac.-r.+ ... '�� • r 2 - • r, I r2 14 M:. , 4 ; I � � �, �� i��ll f�lllI1 Ii�l111� : ( illi: Illllil 1.111111 1li1U11 Illi 1111111 fl I ��• � � � � . . � III �1 llf ��V�� 1�� ,f� ii�i�►� iii�iiii�ii�iii liiiili liiiiii�iliii i I liil .I I � . . �•. . �t � � � � It� l 11 .04 pF . �1 ttt� ►�t '11'� i � f"`I '• II ' ��, . 1 �{ � ��' I �h f l ,�I # �`� ' I , „ , +111111 iil` 111 a tent t if ii 1111111111111rr1+1111111 tht t u11lttTil 11t t u111iT►i 1111{t rnih 11 ntt •ttt11 ttt t t ttu �� t trtt ttt, t t11 t 111111 t 1111111 nit�'� I�i 111111 t udu t tura t rndt ►nulAlt ua11;t u111t t uu{ttt t t r ueth � uuh� In�t`� h u Y'' r r. .. :+r.,: •arc.+'wr.r :•..arr.• r.r:L•v,.•aws •.uw..wr..r-+w•.+e .ww.'.r+. aewrawe.wwwrae•.w w , „q ., IM. .• ., G1aW . 1l.lC....'ni1•D+s'•.lr.M:i1..:k1,_....r....,.}ti '- i � ..r wry - r ..__, _ ,r1K,{I• : �., .,..,. ,rNr}g4.a' ^-••. r yprNa .+•,.-d'' IMr�rr: j +a. �f..,. -:.._' '+J..-•rn.ws.• .r+.iWe+.w.... ....na"_. ..q..pM1ltlR/I . t.. �la I JOS'-PH E. KRA SE l S, OREGON F !!LKRAUSE ARCHITECT FC I Fiat(503)656.6297 15259 SL b2 A. ` \ Sate 201 Y ` ` DOW PL.ANO ANN POR T1 f \\ ti �„'�'^"• r/r GGYNPI N CTICK OF ONLY OWLDA I s OL Y,AND ARE NOT rO OE AIEM rADUCED IN ANY MAY rPTFkJt/T TIdE E�0'RIbAFD vmrT@N PER•11aJON Ox'TI.1!.4CNITECT. 1►iE r�.ti+rR.utar u► ro G►�Gx,yp vte�afY AU. DP�skK1 AND alre c�artww ANP ORMPO t AW 1 ! tr�cvae oR arr�r m Tkja !1 \ �t1�MN D tN a ow I i \•� ,' 1 GCrr110�1ff gl mm C R EL E VA 710N NQTE' --.-�- AN-0- SCALE: 114 ► -r� ~ a � " f t �xrErrn':41..'L �l.uEs A rr�x o+r` �'-©" ALL GRADES Sr-lOurh' ,4�':c APPROXIMATE. MATCH r41.L..Ek13TING'EXTERIOR f ASOVE AWS PART OF THE ALO'G Wl IN CONTRACTOR $"ALL VERIFY ALL FIN18NE8, TRIMS,,AND DETAIL M Q I \ Alm:-�" HORIZONTAL RADIU8 EXISTING ANO FINISH GRADES, CHIMNEY I II FIREPLACE - !' LU ' .'''..,•" '/f..' �\ it .4 00" COMPOSITION X r 1' •-�, � 111 � -' , •-' ` DATE.,- ~ NOvEMER 1, 20M r' mss,,,- •,,,,_...y-� \\\\\ r' r 00121 SII BEv18/oNS� � �I ' I X 6 R/5 CEDAR 1 8�?.YEL 51DINC 51DEW40'%' DY OTHER 1 J 1.r R"I(Sq7- 510E ELEVA710N NO: /� s 1 THE CONrUCTOR /OIWER IS �RESP►'.,7N�9IDIL,E TO ChECK THE PLANS, EXISTING SITE CONDITIOW AVC ON EMSIONS AND TO !NOTIFY ThE ARC+4IITECT OFAW ERIW", OMIWk" I OR O19CREP1/ENCIES PRIOR TO TME $TART OF CON$TP%6CTkW Off. BEYEN ftp , �v r :.:n.. •_.ri aW.aelAMMa^, -Y i�•.. I� p9tl .Y. ..n,.�Y.. ...t .. .. «. a,. •.,�,,:Nr^!2^..;iRp'N(i1'1>•r:,�'Y.4R�'Y :�,��' ...Y2:`y.�y�,'ia...n.y1 • . x , • � 1 f�lll 1.[.11111 illil�.l . II,;! IIIIIII 111111! !� , Ililill (111111 IIIIIII 111111��111 IlIIII jj " � ' •:� ,•, I (1111 1111111 1111111 111111! 1111111 111!111 IIIIIII IIIIIII IIIIIII 1111111 1111111 1111111 II � • • 1t flll INI� 1 1 1 Illlfi flft�11f1f1N�ii1lIfilllj 11 All, �!1 11190hff11flNhh illi I it 1 t I , � 4,L � +�p�,� nll1�111 d 1 nfd .uuh ufl f11111H1 uill f Ilhn a+{�n nahllnnll�idi �� I ... e� fay. ,r- �adn,...��"+ , •v • .. � MM .< - w«Mdillw�lr►ts .r,,.w,y«,,,,,a, .a.rov�.,�►c.waa�Y '- ,. •H' ,: !*r.t . , .ara-re�w�rr�r�ri..,r. .ec ,...s++r�..+w....-•-- -�r.*�ms k-d„a'�CY:. 1 r, ..P �pj;, ,a:.,, .. .. tr.�vw,�r:. �kNtlfilli>�M•%w+sM,.�.,:,y.....,,.;,, , ,Y - .,. .. .,.,, p! .. , ,- ., ,...,r. - - -_ /d'. yYbW",a, �Cif�n�MMYl�':. y w.'a+Wrtu-• - ^-wn.mw+�d1MM�W4+MMiWiiY1rV115k�d7iMYYllfil!'ss•.i4.IYK."wr.w..� TY•...�... ,.-w��wa.,ny.. «YW�Mw.'��«.y.r'M�•n.,..«- .�lnw.�. _. �4�:.• � a: •,w••+R�+••ee'r«�n�war.•ew��W�+...�a. ri:. 'i + h • XSEPH E. KRAUS4 9". OREGON OF , ..-•-• \ , ,'` /.ice !!iKRAUSE ARCHITECT P. C. ISM SL 82 Dt ' \ State 202 TWEPLANO AM FOR TW o� TT1fiIG IAN o>Q DNF WIL Iwo Ig'_3" \ _ ...- ` 13'•1,. �. . ,,4' 8" 04LY. AND ARE Noe• TO M ?? -b ~— \ 1if PWWmK0cxJCffD "ANY alae. •., } /' YOTMGlf T:& erkPRl=8.9ED u.Feri rEN ?'-2" ?'-b" TW "'"dF 4C M & TO 1r�cRarTR,ac:roR Ia! ro G�EGK Aro !,-/--•• � `� �� V coww ri"AND Pwpc I@r ANY ` - �lAPti'.AL1 DO'IAMIO�1D ANCA AIYE . spVtoRd ON CM4ft*#A TO T1416CWN.:E MwPM?b 1W ATAIRr OF lank / ALWAI'y"AVE r"I!CEDVCE ± LIVER'OCAL[D Df"/dNGNI!• . . . . . I. I . . . . . . . . . . . . . . . . . . . . . . . . ,' .'. ,!� ► i i `\ • 1/20 SLOPE REPtJAGE 1 PLACE (E) /2) selx ,W r 3/b FXD. 6/m 3/i FXD. ( ) I/4 iC 6/b TEMP. °IDELJT 9 3/O X 3/0 F?�. 4/(D X 3+m F (E>DOOR 3/Ia'X .3/QJ,SL. ,� 01 .. ..-= _ - - - - �....._..-- �• •- -- - -'. TEMP. i _ I �-• 5TNG ..._.___ - STND C°� r SINK .. o� k Q 2N,0 10/6 1 ! ao 18/11 X 8/8 J303:-X 818 -"J 'll q • XQ �� ' I ! 5TND X � � 0 � 112An F.E. • / 1�' l (2)-ft" X 14" M. FLU8l-I ' 4 X 8 R 3CL 9 1.11 22 _....,._.,.._......^..,�= -� -GRAL 15AR .l r'rP. ti AT�1G T! P4",-X. s" 1''�.L. FB/" X `'W� - --. ! -1 _ ° `, j' � f .•.,. � ACG�SS �r �;f -i 3� lot STND .1 HD !? \ • - � r / y s .` r ....r.({� . ` • • • • • • • • • • • . . . . . . _ 1! i'�• ' �...f'. . • . . . . . f \ • .� x �� `i• ,;mit�' �\ •12" + Q1 k \ • . = 3�D t " X 14" ML. OR m (2) P/" X 9�" x 11V" - _ 1 X 14" M L. OR 1 r - --Iry {_ j P�n X 9liasn ML. ! --- (2) }°i" X g'�." ;•'lL. i ! I ! i'-�" ; i `FURL �� n -� h ` ! -� --- storage ,;� . w . 3AB REMOVE (E) 13RICK LC. Ip/@ X 10/4 �.� I ! 1@/@ X 14/PJ I r 8/0 X 7/m oN:D,e x 13/4 X 1@/4 I , i I �� i I ± °� r-'^'' (E)(2)el X 12-ADD I REMO;E it Ib/m x V0 X 0 I I '� \ i (1) P��" X 1�¢'�-L YL. O.H.D. REPLACE W/ _V �� STNG 5a , ' , STND SING\ n Y ! ( ! i DOORS AS Sl-IOU.N TN' �1 I LU IV LL J Q ' b/m X:3/b FXI.?.•°'' (E> 5/(d X 3/b 3L. b/O X 3/b FXP: ( I U Lu111 -- - (E)4 X DP'L Fr. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9LU - ' { , \ 1 . . . . . . . . . . . .- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . \.,. . • . . • . .� .• FRAPIE INT. ,,MALLS FULL HT. IM s o0/7 i i� NOVEI'18ER 1, a@@O N..• I��®TEa. � �%J�r,, -S ��, LE�EN�• PROJECT NOS. C:ENEf m "/ / �',• L ALL ExlSTIMs EXTERIOR U"LLS TO BE 2 X 4 STUDS AT Ibn O.C. (TY'P. UX.OJ, % ''r rd¢�12J 8 ? X b. ~ 5'-IO" 5'-9" 4'-g" 6'-0° 4'..m�i b'_3" 10'-b" 3 _g ►�l,I! EXTERIOR WALL � DENOTES EXISTING W'4LL9. a M - ! „ 1 DENOTES NEW WALLS. REVISION$: ? ALL INTERIOR WALLS TO DE 2 X STUDS AT ib O.C. (TY'F' UN.O.>. / 10'-b" ,m ..O _-- 3. A6Ejj"1E A I"IINIPIP1 OF (2)2 X 4 SM08 AS BEAM 5LlPPORTS AT :-/ �- ___ DEGEAWr 1 , 001 ING wA118. ' ,,�''• - = DENOT>=s WALLs � oe�l=yrs J�4NU,4Rl' I0 ?�1 ;@EAR 14'-0" s'-m" 2P'-6" 2fD'-b" TO 15E REMOVED. tlJI1dDOW8 AND SLiDINrs GLASS DOORS SkVW ARE TO, DE VINY'L'% - J�4MUARl' ?5, ?t9191 4. ,ALL we ALL ROIx�H OPEWW62. ,,� ,,•,,;�:"- � ..��:, - 6O'-®,1 3Ab!•1 (VERIFY m. DENOTES INTERIOR DEARING UA4LL(a) PROVIDE OUTSIDE C�•1DI.A3TION AIR FOR ALL FIREPL ACES AND K RNACE. 1. GVNNE•GT ALL 8�'OOKE DETEGTORS TOCiETI-IER AND TO HOUSE � •� _ p0WR B. PROVIDE 5/1 rr E "X" G.Wm. AT AU .ACCE"115LE AREAS UNDER STAIRS. • •. g ++1�?V►DE UJ-• LIa�D FLUES AT ALL FURNACE AND METAL. r1RE►aLAr.E ' L�ATIOMB Ad �au1RED er MAMJFACTUI?ER ; l 'I'AL TRNr47E" PJO; pf*000- 0" HkW NON-COM"TIM E PLATFOQJ`1 FOR ALL GAS FIRED �pL 1ANCE�✓ LOCATED IN GARAGE. ? 1 1**IA /N FL. OCR AN " r—^ THE CONTRACTOR / OU+NER 13 REBP"115LE TO CNECK � ' Sc.-�L E: 1/4 = 1'-0" I l @6 SG?. FT. r. THE PLANS, EXISTING SITE CONDITIC�Il3 AND OMMIONS AND TO NOTIFY' THE ARCNITE'CT cfi ANY' E woM, OM188ION8 , OR DISCREPENCIES PRIOR TO THE START OF CON MCTIOR ` OF SEVEN — 702i sYll Oonsapa Strs�t ....n.r�wr �UP2000-M",SIT200 -M!W 7 or 11 W" 1"1 .tr rn++v,.ex yax N x!fir :,u;r,• •--_--...._...__.__._ _.a„y++i;;m. .,� .. , ,.._ ... .. _... h�.:. �� ,,.....i ..� ,y �• \ . µ .,ui1E!r•wa., r7-r..:,eti.asa� war ._... ' - atF+e}' 2 4 6 I O 2 14 16 -:ale• �, � ' ' �� ! r f I I � 1 1111111 IIIII � I ± � .•� ;y' I II II i IIIII IIIII! ! III!IIIIIIIIIIIIIIIIIII IIIIIII Illliil II � Ilt* IIII � � IlI i III II 11 � III illlll IIIII 111111 IIIlillll. IIII I I! II illllll il�llli ILII I � I Ili IIIA II II II IIIIIII II I ( � III I III III II ,, . !,IIIII IIIII►I IIli111 ,. , garalll I , i A� '�I AI s utrli' irnlrt r I r 1111116!1111111��Ifilni1lnuitiTilrulltiftl►rtlr lural rilrmlr i nnlrttllt ttr t I t �11uh u�l+ a rlr r Irrth r nnhr r t nit I It�Ili1 uulr r u�lu r uuli n IruPr t rurh n Iruh r Irub a rurlurr r rrr oI rlr r uuh. r turhr r rtnlnn •.. bi - •rb 12 ., , ......... .•A••wee!l.wUa..-. ,,.w..._ .,.a, . ,� .. m .•.m ,. � •+, •• .aa ••.._ m.. ••- .:a.,•a ••r. m,. •- :-asn+e•-a.. •" - .+ M 11Y�MI1M m•.! '! _`._-._•—..1..--WI�-" YI.Mb .. .+• T . ' 1 •w. > .. .. • !- tii. •.r.. .rwMtlrrwwr •+r..nrw-n n, •c+.•r.•..n-• :..rte^..•:arn•aaaw.:...+n - z s., .... •...,c..w •w. ...nwas...w..ra++ ...+a.•.srr..rsoY-* - •wrwnM•. '�N .. ,w.• . . ... 'i T_ . ,..»,.,.•....,. ., .•,+.+ry+•r+w.r.: .-_ .,..—._. ...art- r.:r w.r+.n+ ..-...:.. .asi n.w 4m*Inw : ., •� I tD \ r JOSEPH E. K USE r � V _ CUIC AS, ORLWN f -(t - - OF I !!iKRAUSE ARCHITECT P. C. ftsv(503)b5wwm(503)656.4 Ili .... . ,\ •LS259 5E e2 Dr. -Oil TWWW � \ `• -- \� \\\ \ r r'r. C4" FLANS ARE POR rf^fa ,r y�7�71�NOT T f WILDflJS �r�raIIuct=p �ANY WAY 1 �- SLOPE ,Inra RAT-1P MAX. fuiNOUT TW 00"W61WO UMTTEN ,.---' ??'-b" \ /^ �Ia�r�roP10 TO CWcic ago '' • ••__.. .,'i' \ T ANY !'1�W71lrI OR GP'ffaB�rAWD't1E t - 4' GONG:�91DEWALK, t24"IP. OWCE MOON To r1I&6TARr Cr: r ALUAY WW PW �S r rr c,�7r�YR14F+r ® 1/101 "IN t_:J 4 x Y �=.4111 U1/ �, "Ll,s" HG2 EA1 END CRAWL 5N4 AR(UALL5 TrP. ACCESS r ---- - -- --- --- - - - -- _ _ - - - - -- - --= -I % CONCRETE �oorlN�S (BOIL PIREMAr-� awo purl `� '1'-9" !_ ./_---. 8'-3" r _ , :0; �''S�s ]�`" ,rte, Jf`-- ■ V' L x W x TNIC1Q�lE55 lMA1h':CS i _ _ 12 1? b 1.4 14 14 7 a I I N 16 lir 16 8 A ' �,^6„ \ )~ ��,-m„ 18 18 9 ! _ 20 20 AV 0 i22 22 22 It -- ?4 24 24 12 ' �• _ J878. � Ib' O.G. C� + � 1 i i ;r- 1 261 26 20 14 106 16 016, 16 1 20 2.0 310 30 30 Iia 11 1✓'-J" %r • Tr i 32 32 32 16 ., 34 341 34 1`7 04 FURNACE 30 _ 38 * I I CLOCKOUr40 40 20 10 42 42 42 21 I i' -- X14 44 44 ?? * i'�f, a r X b / ? k 6- D�CIGNG � I Q ; F� I I o%,� D5L. ? X 6 Gl�?DElr6 9'-4° 46 4h _46 23 * \ ) ON 05L. ? X 4 P05T5 ON - �'' I �- 48 4B 24 * `,'I LONG. 1`TG. Tl'P. © •''' r — 1NF1/L+/L�NC. ^r Lu '� U IK DIA 6 �- .�� ( { �_ r,, ,/` \ _.._ . rrf I V uu 16 _ Ifi M. DIA 8 �• I BMS„ JST3„ AND I { 16 is X DIA 9 ( I ,^r i SL A� NC. \ I POSTS AS SHOUN ?m IN. DIA :m �" I — ._._. ,..•.- I � I — — — — '-� \ (E) 4" CONC. BLAB I (24 24 !N. DIA G I I 301901A I5 a -- - - — -- -- - I -- - ---\� - - --� _- - - L— - - - - - - WW � ,, OR I*" TP K P Ta REINFORCED * cw449r�« oc. Eauiar ''• L - - - -- - - - - - - - - -I r' Lu NOVEMBER 1, 2000 r,. rf ,/ 00121 f/ r DECS'?BER 21, 2000 JANUARY 10 2001 JANUARY 25, 2001 �►q�A7"10N N07'E'a, L BIRDERS TO MAVE 3" MILL BEARING ON A6PNALT COMPOSITE SNIwaL.E W/ .,� ` •, SP,gCI: AT ENDS AND S1DE- Cir=GIRDER ANN) F00,0ATION WALL. r \\ >� AIR � ••, � ?, �DAT10N V£NT 6 TO 16' X 8" W/"'4 MESH CORR. RLS15T. SCREEN (C1.0�-E)3 EXISTING ACG SB AS 3- PppVIDE CR��-�ACE E PER BEC. 2316 CURRENT (d$.G.(472" X X 4, MMOVIDE Clt�-SPACE DRAIN A3 PER BEC. 2910 CURRENT UB.C. �l ir4L TERN TE" NO: FOUNZ)A TION FLAN 5G,4LE: 114" = 1'-0" TME CONTRACTOR /OWNER 13 RESPONSIBLE TO CImECK Tj4Z PLANS, EXISTMG SITE CONDITIONS AND DIMENSI" AND TO NOTIFY TW ARCHITECT OF ANY ERRORS, OMISSIONS � OR D18CREPENCIES PRIOR TO TOTE START Of CONSTRUCTION. OF SEN 4 wn .a OUP e1�m�w�s�W�Q�owwn.Mft w.wtw •ot 11 I Ili-No Yi,.;. .. .. .. 4��71v' JxttiS�. -;.,.i.iiiaww.,p:.aw or uy;..,. q,..•, i �� . ._, .. .. :. - •. _., yaw. rs.r •�}. r ` ; . ' i......',:../!`'s.rvW,biY1.'Y.\YJiii.fX'iiYMY' '.l�ti^ nP ,.,.;.-- q„�,i -....:•- •. - ., a.L.�' ,� , -,,k. 2 6 r 0 12 ! 4 I r . - I I - : � l II! Illllllllllllll 111!111 111111! 1111111 II - i � 1111 ) I I !I Il.11lll I!I I ( II 1111111 (lil ( I I Illlllillllilll IIIIIII I II It � I III IIII III I I Ili II I ( I II •_ ., ; , IIIIT III IIIA 11111111 III � I I I I 111 I III i. i t III(III I I I • I I I I I I I I I I I I I I I I I I I n4 lul,�,+� + nt1t ti>tadf a niut wih�a uul� ii usilfr1�uuiniluTf�inflii�n�ltTfiiitulfiii��ti�, sltt(tltiuuli�I�ittrti �trlth iu i t i lu�l �� ► u�+ �i�il� iinuhlf�uhii�i i�lii��uitil'�iif�nlil �ii�li4iltealiiiuuhi�iwh �ir�thTf1iitnlalPlmNhw sti��l�r�li' Iiii�hi ��urhTi�uuhs rw.,.w•WV_ 9 MOM— + .dti'ii n.Np�w,t. .. ./+,. --t•.q.`.r-..w..w...,,.y, Y r ...'' ,. ,ti: te:• a Vtld(6YAw' 579.•, v:.,.,•:,.. ^ ' •., w i rrw...,.• ..••..•n.,-r..,=..wm,...• ..r.- srr••-,....vw.raw•w.•e'::-+r.••..ra•r..+.sr_,••,ueo...y.:.f,a:,++. .+,...w..a..,r.,ear...gra.n-.+wr.n,..-...,.:....... .,.. _. - d . Y��” - ,y , .r,..rrYu �y ✓�. Iw i _+.YYf, .. w-n,r.Tlw+w '.-:,w . :i- '6►.-. 1r....,rf^..w..... -ft 1,IT i 'r., },,".T!14' ,tilp .-..w'a'r.-.w"^ i -�W'. I. ... .' . .., �yf4 *V�Y f 4�D � " � 1 2X4 STLV6 • 16" oc ~A EPH E. KR.A SE KA Sr ORE ' n .� Po4k"r, 54�1)ARD ON OF i ?X6 OR .XO T 4G 4" COW- SLAZ DE'CKIN�x - — _ ? x 6 P.T. SILL q fes, ALL ,"-L00Rh- � �� ,• l�IDISTURWD SOIL. + !!tKRAUSE (E')? x RIDGE LSO, NQTE.; ARCHITECT P. C. FouN0. �rroN r r�a r� \ /• ,•' (E)? X b RAFTERS ; U�14EN E31nAl I,1S INSTALLED Ba 6%4m ' \ �''•- ....`�.-,=='` • 24" O.G. ( � AF�O�E" (E) CDG. JSTS. fax�i3i4�I' SCALE, 314" � 1'-0" ` � PROVIDE. T69 $TRAP ISM sE 82 a. (1) EA. SIDE 0=,)ST. sofa 212 \� (N) ? X 4 f'l.lRL INS __-_ .. \ c�ckarrw� Me wn % • 2411 C.C. `10#43 AS1 ` GOOTRUCTION OF ONE DUIL.OlWo \ 12 \- AI '� 04LY,ANa Arm OMP"ODULWO IN ANY LLf4Y SNOTED ON ? X 4 STUDS , ,} \� \vr1� .� // wwTMgm E�omr.,umrni1 r `� �" / ELEVATION10r. / ;. • Ib 0.,.� \ 1 \ rErarns�c�a� Tri 6 TO C4&C -r \` � TIS;X COIJT1itAG7OR rb 70 GhECNC A►rD VEMPY ALL OPIENBIONS AND 817E ..__'�% / r CCFVM" AND#WrlORr ANY ? X 6 fL1? .�3T3. ''" _ �PMOW rowTO T�OrAARrr OF • 16" O.C. 0"TRACTlat MMrMN O�1" X 6 ' —\(E) ? X 8 C.J. \ \(E)?�X 8 CJ. /% •/ AR WAW PMCAPM= ? LEDGER •1?y" O.G. p 24 O.C. -- P.T. 4 X 4 HM. ON ` �,'r k' 1 N%" r11. (1E)? X BLOCKING « I P.T. 4 X 4 POST - MICHOR DOLT iRECEP710N / (E)4• C X4Q GLAD \, \ ? :� 4 bTUDB f ;(E) "? X " DECKING 4" CONC �, h -••�•�-� !r \ \ • 1:�" OG.. / ON (2)? X 6 GIRDERS SLAB :.::.::::... .: . . , `� ,� • 48" O.C. rl IST ,/ ./� Jim ;. .. .,,- �a.a♦ ♦r , , ,,o,.)a� � t�, r-ouNDAVON OErA« l '� �' �a _IBUIO/Na SEC71ONSr- r I " r I \ ,l/. � � 11 � I 11 ,r t� SCALE: 3/4 . I -0 � , � � SCALE: 114 - 1 -m 1 ` �> ? XbJnV6 • wr• O.C.• \�� \,� ,r' ,,-' \• ? X b FLIt rJST& eN,'ANCHOR 801.7 r' lu (2.)2 X 6 ?X•1 P.T. a1L1 1 NH�9i/L�.TE TO R-?S �,.'` f '`�r .._ _.. %� 5 i 4" CGAIG &AO ,� � �> ,.ALL FLOORS. r' r' ? X RIAC� 19D. ^ t w r (N)2 X 4 PURL INS t'.3"��-j=ouNoATICN OE I A I ,�''�/ �,r�'�� eg)�;r X 6 R.4FTE'R3 \- " • 24" O.C.of lol Ul P • U.1 7 � ADD (1) 4" X 14" LVL. .% 12 ,..4\ Varlly 2A TE NOVEMBER 1, 2000 PR<?JECT NO 001?1 • ?4" O.C. • ?4" O.G. R0E'VI L09 .-� (E� �S" GYP f3D. (E)? X 4 :STUDS +, I • Ib" ac -- DECEMBER ?l, ?� JANUARY 10, ?2�1" �11 CREW - ? X 6 STUDS ? x b F.J. (E) "? X " T I G DECKIb* 4" CONC. .�• � • 16► O.G. ON (?)2 X b GIRDERS 9LAD � • ?4 O.C. • 4$" 0a \ - 4" CONC. SL A19 .. NO: TI4E CONTRACTOR /OIIr M IS RESM"IMLE TO CWCK + THE PLANS, EXISTING 817E WNPITIC" AND 0""IOW f AND TO NOTMrr THE AMCNITECT OF ANY ERRORS, Otll" " OR DISCMMENGIEB PRIOR TO THE START OF CONSTM=TlCkOF SEVEN .�.�.■.. tom my Clq�9bvd r �u000a�o,str:a00000w •of 11 i wPn,r ...err•/ _. ...- .... ... .. .- - �/ + • ' _ _ .. ...: .. :.•:•• 'Sa+Vi. •I�'�K:,,a.. ..-+Mlle .. .�- .. _ .. .. Y ') I 7 + 7 6 i A i 2 i 4 )a !, I+ i i i f I I I I III ! IIIIIIi�llillll 1111111 IIIIIII IIIIIII�II 1� iii f1 �� i I l il.�l �I II i I IIIIIII IIII !I IIIIIIIIiII IIIII i I I . � �� i 11 IIIIIII ii�ilf� 11111 I I � 11,1.111111f IIS silff� ( III IIIIIII IIIIIII IIIIIII IIIIIII IIIIIII II 1!11110 t flit t VIII) i i Kill i 1111 t "111711111t1N t�i�T+luttlt'Ri�ttt tttthi�fNtt� �tttth till tii I 1�tul Iw�tllAlt► ►il+��i�il� i n��h nnh�ilt loA'�ttts�l l;ulhl �tti�h'r��ittiif im�h t��iuh �iutlilTl�sinl�iit�nnluiils te�ln �h �nnht iiiih7a�in�h 6 t�. 1 .r4.GL0.,. ..IR?..a.9R•RR7l , .. ,. lVLrbrY..v_....... ,. -.._...._.__ - .,x.... -.. ... +...... _. .. - 1 .d ..r ._.r.v`_;..:y.;,�..,,a-_y fH.r�j1 e:S,.RY:1+•-0h4^ .. ar.... - . ..,«. �. rva. r, •M 1. JOSEPH E. KRAUSE 7 A 7 � p �, 77 C S, RECON 4. _WIN r�QU)6 AND O00R� ,._^�;--�. , OF \A U1000, 144* 30L 10 CORE FLATL 1 TO ?® SLOPE FLAT A L ,�"L �,t�9W�.r� "81MP50N" OR APF�dD1/E17 (STAIN GRADE 51RGHJ, �LAN01Wu MAX. LANDIN�'s J. MA DI 4r* C �+rA1.L COA/�W 1 TOS ALL CANT AAD ALL 4 +stA AND ft"#,a CODES I�iIA.ATIC�IS f�'E1iCT 7$ CCUWY, AND CITY 00kr,. 1L A;&9 ANP aL OOC* FR W e& - MERC:K id L:A�K ACJ OR APPROVED � 4" CONC. WALK ON T�To. f 4" cor'1fD GRAN PILL 2' TW COAI'YR,q OA *"-L "&TOA ,r VEMNY �, O per, t HAl�ugl�: - 3GfIi.AGE OR APPRC�vED, WIrH 1.Evr R \ R�adir!'Jlt!!f!a-F f-'aR ALL C' Wrrk7NRlj AND DA"El+18h" Cf TIE H'AWLES CLOSERS AND WALL STUr=9 PER HA�4�ICAP ACCESS �iCT AND tA� N=Mrr 'rW AAGHrq�T OP ANY DWREPANC11% 43TANDART2g, GASKETS-Pff?1KO OR AFT-O ROVED, 1~361j73-BALL DEARI,VG ,.- '4w ANCA40P"TWdGE+O JW 00 N DikAWIKW, SI'ECIMAk:ATION3, A�LI. hlNL�3r-�c:: I J �-1r+T CN EX1871NG AND 1[xaT� �rrlprlp I'Fik�R TO euer-rrrrl� I�Ir�. /00 A c�.acT D. ALUMINUM STORE FAorvT WINDOWS AMID Dom KAUNEEW,.,US. ALL.M OR APPROVED '�-"--=r'l1� C.�'7nOr WA4 f 1 ►aOTNrY rA T �T amour ANY WITH TEMrffRF L) GLAS'3 ANl7 ALUM TN,W&k4OL;G, 0,eW � W�� \ � SMG WITH Ti$ a�JM'IG�4Tk7N 0111 CAAiANrsE !iL°I�ORE @Ift:�II.E FINI91-� NARDiI.l4l�E, ROUND FAGS ', •, 140 4. 7HE �:.C.A7.r1RACr07! aKA!•L - -1 E. ,A1.1 �iA'IC.`.'a11k3 TO 4E. !MSULATED C4.A::5 ;4AVIN* A TESTEP "Uv VALUE FErc TrlE _ ACQJ11A'rE PLAA4CAM)=a OF IE' uji o OIWSIa�LE AUK AE STATE ENERGI ('.ODE. PROVIDE TEMPERED GLA $6 AT'.GL,A5S DOOR5 AND IN U00OtldB ; �iKRAUSE ��r'� P� RA1J EMBEDED r THE 1E9U4.D1uir Of`! Tom: �,•». Oi�:C.iON � 1 LESS THAN 18" �OvE FLOOR AND wlTHIN 24" OF DOORS. �(�� f ARCHITIC P. C. 11R. I •R To I"!'r-�"1'V°I/'G'�,A ELLt:'-1RIt:i4L, AND , P�LI�`TrsINO ORAW Wd 1'�11R OTHER GENERA-A. NGTES +SID ALL EXTeR1DR !�C?QR.9 TO BE INSL.I.ATED METAL 1L WITH METAL FR.QME. ALL �P� otE?'ENTfl. C00wo ATE WITH AI®G:a/TFGTURAL DrTAUJtNG3. EXfERIOf� 'a,Jf 9 SN.-4L.L HAVE A TE,5TEr7 r, i.Ur= PER 7NE OfO6ON 57AT >=�ftfa�GY CGDE I?" XTEN510� AL1 INTFI�IQR DOOR&,TO•,W .OLID GORE WITH MFT �. '" � �I wwm Fa I„wi)65ti•624D b" AL1. TWJr-TIONI TO PROVIDE A WATERPROOF AND MATP&RTXxr4T -` �� \ ts�!SJr ei Ek. 1�IIJIWING' r-CN IRACTIOR SHA LL RASH AND CAULK AS WCE8SA RY. G. ALL FIRR;.' LAt3LEL' Dtp0R�5 TO INCLUDE FIRE LABLED FRAMES AND HARDWARE �'� !'J •`NOSING Lia wn '1. AL.,L McT.gl,•LATIGI,E PIER'I"tAN.IaACTUfERB SI•L'GIFIG.ATIONS ,4AY� I�G1tJlRa`l� FOR A COMPLETE FIRE A�3EMBLY \• C�dcrnasr tatyon 9�OlS {� NAND1GAf ACCE3 ISLE DOOM? A35EMOLEY . i4ARDWARE AND TRFSWOLDS TO BE INSTALLED \ ` -- \ �� I ��a �aa� WCOP ENDA4TZ*4 Ar A1.L F.X1T DOORS, RES-W60M DOOK6, ANC) OTHER ACCESSIEux LOCATICYi6 AS REQUIRED BY \ MEW MA NO AOF OW JWALDR6 ��i PrJlr TAff i�'l�4PrIL'�1 e4C t41 ! 1T�' U0C A40 :LgCAL "1URIDIGTION, ca�caT :rlaN L \ \ _ \ FN are,rnr To BE ntr*�ovurep ►r,Harr aur 0 \ \ / Wmour TAW x>Irw eew t4RIraw L REST1e0� BH�L tom' MWVVIM 1'OR NANDI- 1. VINYL wINDOI Y M11GL'AIRiJ oR Al ��✓LD �, ' 1 P FOW11OION CP rW.MUCNITEC7. CAPM D f't-rime AS FOR T'A,E LATEST EDITION OF TFE STAT): OF_,'_ \ � � r \ � '� MIN 4" 1�•INF. COMIC SLAMS trli cY ALL.c:Tur It/ ro DIPIENINOND ANDCkiEE C*W&PN OTRLCnX4 44MCIALTY CODE C4"MR I! -�- % � ,� _�� ' W/ 04'8 • IS" O.C. ca rrlr r` Mr6ITt< /• \, \ •''' � EA WAY ON 4" GOf'?P IIMOA/ae Cnit'AOJONO TO Ti•u4 rrr � GRAN FILL arrtcs�c>rr To THr eT.Wrr of `w *Xi 1 \ / / ALiwra"VE PF0001NIM L ALL DOOM SMALL t"�E orKRA&LE Pnom TAIZ voVe WITHOUT TFE � A. PAINT - 2 COATS t fORIMER, FLAT a WALLS, biFM1 GL0�55 \\ � � OVeR efiGa l:t7 GI"lMIpM t/Ill! OF A KEY OR ANY &"Lv iAL 1GT10�1/.EDrsli on firRoRT OR THEIE a EXPOSED METAL, "RNOODA�I PAINT" OR AF•PROvED (MATCH w vJ M�W.L !!E A 1WADILY VISIl�LE AND 17tAstAR1�1.La SIr,IV ON OR ADJACJlNR KELLY MOOR�tE' I6'.N>'� - ►I! - WNITE A WALLS �. Z STAIR �IL ~ TO TAE OOCR STATS • Tale DOOR TO REMAIN UvLOCKW DURI e II W*&Sd #40LR9" IN M #4004 LET'TEMN& f'\ �, STAIN CKLYMPIC OR Afz!'R:O T-'n - 114 o - 2 CO..ATS STAIN, PP iP1,r SEAL i=R AND POL YURE7NANE � 1 -m EXTE RI ,q 2- GLA38 AMD 6L.,A4ZIis 8tMXCT TO WIAN IMPACT SHALL COMPLY^ f -'' vo;F� x4l&H 7O MATCN tx15TING N WTH T'-IE LATEST C'.OIDE& J „ " OJSTIDE DIA, A FLOOR OR LANDING ON BOTH 810E3 OF DOOR-3 SHALL 3E NOx,�' G. GYP;+ ''" IJALL PsnAl� - GOLD iUND OR A, RU'��D � t~ MOW THAN 1/?' LCU'R THAN TOP CF TI'E' THI�•SHOLD OF TWE O=WLAY TYPE '>:' �-i4E•1IV4 \ \ ��, i PIPE RAIL EI'�3EDED AND COWOF" TO Atd.:�LSe3IF.J1•r` STAI�ARD8. GYPSUM WALLWARD WORK AND PIATERIALS SHALL i-Es_T ALL REQUIR'EMER�TS OF Ahb) N0. 51-1 FOR �'� ~ �-_____./ ,.' 1N �OIdC. r THE "APPLIC:ATION" AND FINISHING OF WA;,-LWARD." JUINT COMP::)1 SYSTEM MIXED, " ``---`_ - '' J•?" EXTi!J�ION �.•,�/ ✓ /� • APPLIED AND FINISHED IN COMPJ_IANiE WlTI-! MANUFAGTURCIQ9 PRIN7I.D DIREGT!ONS; TO, ISE 17• VIMMM " v151A1.E A TtR FINISHED, IIvG:.LiL"!PJC .Ai :. 1`"�fAIr,-CORNER BEADS .•�I1D TRIM. L ALL Dlr-*W 8k" t'lA1ALL HAVE M�l1'ERL"NC.E OVE9 SCALE //• - �, a A 7 CORRIDORS ANP✓ 01=. ZE5, :�;;r::7 v'NYL AND VIN L CGVE SA if: \ �� •3 • �g� � D. FLOORS: CARPET AND ir.�'�•:�D L�1�E 2. ALL ,E.kTERL7�t Dlr"EM61C.T,19 ARE TO FACE. OF STUD AT PATI-lROOM6. VINYL ON Tt�EAD3 ANo LANDINGS AT INT'EI�IOR 3TAIR8. to"Se 4"OUN�EISUPSE (HA�WDIC:Ar-r-;, is ACC:ES.41bLd INSTALLo�TIOJ PER CODE) 4" HIGI�I'J 1�'J IMPERVJOX.'S J)AIN5GCiT' PlaR POPE. AAT LLCT WALLS ONLY. I- �- • AL PM 1 ALL LASAL EXIM A O TO BE OPERADI-E FROM THE "IDE F. F�lJBBER WALL 13.5E - ARMBTIZONG OR AP'('f�0vE1 �- ' "� 111R' 4" RE/W. COPJC BLAig 987k X f TAE tBE OFA KEIT; SPECIAL EFFORT OR KNOLt.EDGE, G FLOOR TILL:- DA=+L.. 71LE � APPfaOVE•D \ \ � � _ _/ � LIu e4'3 • 16" O.C. Q AIS INA1«~LL t 1�1DV11 •D 111fTH 'PLAIT 8M�rNB PER GLDYx C,f7DE EA WAY ON 4 COI"IP i L A OT PAINT - P'RNUDUA" G fa,�Pt�OvED WHITE COLOR i ��c�STFIR r -L ANDING GR,cyy FILL 2. DRAFT STOPS AND FM STOP'S, WNER� REQU IED, &HAI. OE H. P W1AIG L � 'I '�- E3 PEN�.TRAT14N8 IN r • `•/,- EXTE:NSION �• RUN;.-' /�� "TALLED ACCORL31PICL TO LATESTGOD � PLOUR�Sr+.a OR P�C7iCJMa/IC�.Gr. BNALL DE FIRE STOPPED W�l� \ �\ REadIRED At. AT ALL DIRE RATED ASSEM15L IES. b. ' ' L� •- 3 -S7AI �r RAIL. A D MON (. ) A. GRAS► BAR$ - 1-'lsA*1GG7.".O>R APPIQOvED STAINLESS STEEL FIR�I� c.�C,41E,�= 1 _O11 INF�RI�JR � � -SIZE OF BARS\PER*\ ANDICAP ACCESSIBLE OTND'8. L pAt'AfiECT EX16TWv NE5ETA7h7N, UTILITIE@ AND STRJCTURAL SYSTEM r� VERP'Y ALL L( ATk*A A. HANDICAP PApWhiCv SkVA,*SEST" OR,4PPWVED METAL '*)6N_-PER U 1 ' \HANDICAP ACCEWIBLE STANDA RPS lit/GAI.Y'META4L PIPE MOUNT, 2. PATta"1 AVC REPAIR 0167LMW AREA TO MATCH EXISTING "ESS NNN,• '-,� .'' f,i -LINE OF TILE � OTHER Wily �� ,,/ ,' ,�- WAINSCOT PER "/•f� f GODS �•, /� \d 2. A. P'A �- ?�",41.(i PA V1lvGr .LI! b" OF �d" - t;D" � ,••''� // 1 � '� _ -- � s" C:1�dHED AGCe 13A."1E \� ,/ A FURNISHED 4 IN6TAA4LLEAW ,181', R , f/' _ !b•minobs �/` M•mNl .^`' v Q W4►LK$ - a1' CC71�+s:. WIiH 2"�0 P5t 0,rRENGTk • 28 DAYS UX0. TOOLED '-t� 0 .JOINTS • S s ,C. Is- ! /,' 1( \I @!Mtn far r, t \ - �• �'--- wlwe peps TILE GENERAL, PER UMC AND UNIFORM PL,.d`iBING CODE USE AB.S�P.V.C. PLASTIC A FLOOR. fL T AND vE'NT' PIPING COPPER SUPPLY PIPING, OR OTHER APPROVED ' w L_ J A �• •� ,',/ MATERIALS PER? CODE. C-ONTRACTOR TO PROVIDE ENER:rY C.4k LILATIONS, \ DESK+N ENGGNEERINCs, PERMIT DRA4WING$ AND SPECIFICATIONS,` \ � ` R t:= A FSM-ASIS IgATT fiblrSL.ATION R-1! F8 TYIm'E. OMENS-COR1�Ws OR AA"IGOOVED �• Ft.19 • ;uAL15, R-1S a MOOR, R-IS MBULATION a t:EILING (:�RIFI'l, ID: EXHAUST FA4N3" TO VENT CaUTS1DE T�IROIAIrs`1-1 NON-COMt31JSTIPSLE VENT PIPIWx. ` t r -1• � � (L',; •••. &•As owroNAt716, Iq_5 RIGID • 24'WIDE a 1'lRPVrER � 7 •ROV'IOE 26 GAL. !'"KETAL • ROOF AND DECD AND WIDOW '' l '• •min le'mM� Q IR.AR' 'A t �� El . ,•,' \ ANP DOOR CCir,M1ER FLASHING, POsETR•ATION FLASHINra AND RASE -••�� ! \ - L Q FLAWW.i. G AAD DO{NMDOUT61 TO BE PRE-FINOWED METAL � a , .`�� I•Fvr ldvatorryuor spa ~ A GENERALE C01VaOR!'7 TO N.E.C.-AND APPLICABLE ELECTRICAL COVE- couu 0. AND BEAALANTSt C..4XK AND/OR SEAL ALL EXPOSED CONTRACTOR TO 11 *0vIQE''DES4K'El�.i'rINEERIWG, ENERGY CALCULATIaPS, ��''� /�\ �,/ O ? AND EXT-RIOR .�01W6 ABOVE AND BELOW GRADE PERMIT DRAWMGS AP•9'SPEC161CATIONS. \� /'''f //�� C /C� NCE:3 �� BALL THpBE INTERIOR AND EXTERIOR JOINTS AW APPEWAGES �,• �,/ \ :',,-' UX i ��R �• NO VEM15ER 1, 201 .41+x7 Cx*CsAI,EO BY OTHLR I UU.01fr_i MATERIALS, FLA4SHING, ETC. WITH ,�' `�' pMT• rTAjA E CAULKIWo A DIOR SEALANT MATERIAL AMrrTING /rf ( !7 NO SCA1E ►ECT O.: NATURAL OR {/dN�'AINTEP 01WACES. (OR EOJAL) r�f--^ � \ _ pOP - 8T1 OR APPROv1=U m��1 P. FIRES i� / 1 � IDtJIL.T-UP II�,JFMG IaY G.At OR APPRC7VED ,•,..• / 1�EYIg1ON9: ' : A6PAALT SATURATED FELT, AS.TJI% a 216-15, / ~ ( t ><e"x 30"d.��+rn_ �. p+t1IL.DING PAPER �' l .'' 1 unobstructed rkmw.pace MIRROR � 0 OR }30 POLdJI.'7 TYPE C; ITItlN t3HIN1C*LE8- A8 ApmeovED r3Y OIL}4ER !-'� / •. ,'',' -- / ��'• ,%..� \ . `` ,,.-,,,,,,,,,•✓r" 11'min M THE 19UILDING ENVELOPE ARE To SEALEp't�V \'�(, _�-- ✓ AN7 CAdULKED, &4OKETEDA OR W;ATNERRS1R1' \ L A VAF, R RETARDER TO W IrVBjA ;.D ON TME WARM 810E if $V OF ALL EXTERIOR FLOORS, (IIA�4"LS, # CIEL INC, INSTALL �•,, \_ �� A Grp ,OVER IN THE ClRA111,L SPADE i.,,,q,L NEW AND EXISTING ��, �!�JILDI�K6 U"M PA&ALATk7N IS IWAAALLED. CI ::�_ _ max. toe renal i. clearance 'depth NO: LA VAT'OR"'r CLEAR�4NC&5 1• r� No SCALE THE CONTRACTOR / OWNER IS 1WSf°i0N,s1!>SLE TO A::I'ECC THE PLANS, ExISTMG SITE COP1DITAON S AND OP'IENS1G" ANP? TO NOTPY T1'E AJW.44ITECT OF ANY ER1eC RS, 01MI1�Sk7NR'! OR DISCIlEPENCIEb PRIOR TO THE START OF CZN61RUGT1M OF SEVEN i ?ws ew oonsp� �RR�o.00Mo, I led 11 • .i. -'. Lw ...- . . r w - .. .. k. �1+iteP./ Fl�'R}.hS�P ..a'•M 1'f A�;i!q} lA� .,. n LL.. • •Y ? 4 � 10 12 14 e , I ' I I I I I I I I I I I I I 111111111 1111111 1111111 1111111 . A�� . ,: , . �'� tl��,l1� �. �7 : � , I�•Ili l�llll IIlI�� ,� J.IIi:�a� , ;, •, - : � illllll . 111111 Ilillli IIIIiIi 1111111 Illllil Iilllll IIIiR{i III 111 1111111 I ,�,` lnlrf �� w u11 �1I�Mti ��II�IR1�I ��i��tl��f�iflt��Iis1I��fillll��i� ll�fli��!{fft� 1�#Il�,t�llt,�thl�t��i� it�tt�ts . � I - : . ` ,. / - tS.. ' - :.�,.•. .. K• - .. .- ' . .,�1? . ...• ._.. .,. _x .. ... - ....•..n.rwsn-r.v.alMefrs.a"�/a.�u` - •ya.rrlwe .rn I. - msrwAwlr.+M lu tu ',,. ,'- •.. , ,. • � t AS' .0 a r ..,ace -++•r•A�A.-•..,a--.r f ' •. w•bf'ICNFMw'MI?N�IfMYiAntlMNh':• •r/"1RIr+'rN/' U' J i�lYtlW+w►., ,.waw.„ "•wa •auu-,xwr. war•...s:..•w.a-•..•... �YIIIrrdMA➢Iin- vWr• .. _ .. Fri '�Yr.'WfIM�q�w"+�IA��IIYIMiH�tivR;tM�M.�"-';s:i: A�MI ' � � ,e. i� P4c r'n r EDdf NAIL _ PL YIV. gel JOSEPH E. KRAUSE (,I�d • 3" O.C.. l.vlr + F+" O_C:. + 0@ AND �,� C AWS, OREGON TRU8Slr3 Od • 4" Or, •© AND 0) 6ENPUL NOTES; (this" noted athwvrl"� FLR JST.. U � ?.c bLK'G. %��' "OLD 000450LT 1. At roof use 15132" exterior Gabe plyurood j'F V OR ANC 4OR MOLTS ?. At walls case 15x3?• sxtsrrar cct+ic plywood or 06D. --- A-35 PLATE ANCkCM A-35 PLATE A&C� \• 4. Use Ght r�eenc an <Aws a>rr'1 et all exterior ,uel�ablochd ae Fens gsp• sdr�,ass. 1�Itt :lCHEDUL� PER °►afCOULE ISEAM GALLE END BRACING pe plans. �.`,__� ?X BLKG. FOR 3 DAYS 5. Use double •turfs at all hold-down anchors. "r. 6„1 f NUT" Tom' 04'-0" O.C. f,. .At shear panels both •Id•s of will accede, NAIL \ ! A. Use 3x studaibbcycing at ail adjolnk evl�es ,/� .`' ANGLE CLIP b• U" double the plats dnchora llstad below ? X b STUAS ,�-PIC• 1. �4t <E> shear use �►turbk+cking at all av(fo14�Nr� soles. ?X OLK. OR • �'" O.G _ \ , t3. Nall all pane I?" o.c. in the flokt CONT. ?X JOIST o� \ `� �� ! � �" 1 At (F) shear pana/s use gyp. brd both •Ides,blockmd •mars. ' \ STUD UL4LL .. ` SPEAR PANEL 3CHEOUL.E (Saw pkns) \ \ p.rwr es.) AD ATr D"r(afire wut. LLIKRAUSE _ . _ \ � � 1 / �,., •ter• , A Orf • b" C4NvLEIEIi "'Fl. * SIV � lorw y " + 7?' • � " ?i0 ARCHITECT P. 0L0W CA I SCALE, 3/4" • 1'-1rr "� 13C..411E. 3/4" : 1'-m" 7 (TO BEAT'") �'r\ SCALE] 3/4" " 1'-0" p Od • 3" • li" yr" • Ib" Wd • 3" 490 sukd am rim \ \ .__ 1 ,\ �, '�" • aKkmwk Omwn mens 12 --�- ed • 4" O.C. — >c'L r"rlV. SNEAsRLU ALL �.�_ mese rt "Am� row �' 6 C1 W 4" U.C.. . \ �` C Dd Cooler • 4" 48" ,i ` • r r CC.Nd714/CYIpJ Cr are au[LD#4G / I �! 6id a 15m lid + i:•" 0.C. • - - w W ANY OCT AND AFW NOT wa� Y RII' 1 *d • b" 04..-,. �. L ,' �F�lE AR W L tp - ROOF PLl'1�. ,,•' wr►+ovr r►,�t��seen;tRrtrErr t lid A 3' L.1,C_ n ` �/� PEWWON civ TWfi APFrWnFCt • > D Od • 4" / • ?4�i gt v • ?.4" lid • 4" 3W "a CZ#rY R arm is TO 4 Ksntt �— ?x 9HttARuIALL PER pp 3 EDW NAIL T t G D K) _ AND ® • ,� • WND/rft"AhV r�GRT ANY I ?xl(d D11.K ,, _. .--- 51-!EA Ibd b O.C. c1 oft a 11664 o ro n�rs NAIL... .b FLP_ )ST. W/ YEAR MALL fF / or ocE Pore ro ns iTAW or 3" O.C. --_____._�..�__��__ I iFid • 3" DG. E Orf;+✓? �~ • O 4} • 1? Ibd • .� b4m ,�s°r LTi r+ CADMNM law I f ?x 15LK G. WALL \ " r r r " (?)?x 15L K Ys LEDGE •,U AND © > �� " • �" OVtiR IG�LLD Dr�wcru► I + !VA1L A-35 PLATE ANCHOf�9 .r._.._�_ PER SCHE✓L:L,C' /"-' FLR. JST. W/ �',...•--� 4d w b,, O.C. ,.:° I --.; / ?x BLK'G. } F' / Abd Goabr • 4" • 4d" �," • 7.�'" lid • D" 116 + B .9fJEAR i:J.u.i.,l ,- ~ A-35 PLATE ANCHORES I O,al� ?xb F?T. PE UV AkJCr•l0}E' Pr~>t 5CHEDt1LE �' . ~ DOLTS PER 3cNEDULE j' '" ✓ HOLD DOlLN SCHEDULE (Sime plans) 1 I 'r•• \ 'f s EDGE NAIL •3 VERT. TIES • EDGE NAIL --J 16" O.G. DLOCK,EA. SIDE - ' s AI � I . _ MAR OF U�44L.L V. O.G. .'" i r TMQLk� 4W NAILER (3) d -i CO1VT. • 4ihC.=,IF I ` r \. r14STHD 14 STRAP WALL AND 4.'-(d" GONT ? X b 3TUD8 14RJ STHDI4RJ STRAP OPTION (DOTTED) . ~ - r GLG. JST. .,� � � EA 8117E (r:'_F�; J5T) - r! \ • ifs O.G. i i HTT NTT-?? 66M 24 \\ ,. 3'1 1"18T-3 STRAP + r2� AU.41.1. �h cul�1 �4 T lUN �', ��.. / 1 !N T ERIOR 1;,.�1L.•L ,r 40 MIST-4e 8Cr4LEr 3/4" SG.4E.Er 9e4" i'-�" 'y . 7 PEh�rrDiCUL,-�li' f,.� bm MT-60 �` STRAP .) " • . _ l s ,.�' ( Us* at S" CdlGrete St 4 sob" bots mire. 240) ' \ 16 * 4" O.C. f� /.rr�' .rte/ 'r, I ''• � + f I � � - T f f / �,�;,'••� 6A I• 0-bpi YERI�*r -- ROOF PLYU0. \�, I \ �s AA HAD-8A SbTr'-?e 10 a • 4 ' D.�, \ AVA HA-JOA J-BOLT i RAFTER ! ,�IIf,L.ALWL R \ ?x MLOGIC 4B O.G 14A HD-14A J-l30L r 3 `C —' 2'Bd.KG • -i~ ,i,ii~_-1 ?? WA"=. 5TRAP )a& 4" O.C. JST \ V2 PO-02 SST13-20 !md 4 OG. - " A-35 PLATE ANGI.10RE9 Db P�IDF� $BTB-?8 A-35 PLATE ANCHOR* 5r�E.4R PER G-IEL%JLE PER SGI-lEDOl.E N.411—� \ WALL D® 10"DB 8873-?F) *+4 A-35 PL ATL ANCHORS ` NOTES (&w la m) PER SCHEDULE2X 25LOLX1r43 EDrsE NAIL Ibd • b O.C. • ,� :� �\�• �� ' P La C.C. \s' ,%' I I I '� �' (16dA�3'OCA ' •�-~ �� `. !� 0 ANO O ) I. %YEAR WALL SY7 I5OL (� ---------- EDGE NAIL _I`-I---�--- ---- SEE FLRA" L SAAR lLti�iLl \_ CG'N0ITION DET, ,.~!�` --Shaer Panel TSae -�'" --'� I of uW4 OCKE0 48 O.G. ' A Hora aowr, ,anchor r5p. R. µ , I1�4LL " � EE FOtlNDATIG'N � 2X& • fi" O.G. /,- �, CONDITION DET. EDGE NAIL , •'� \v •'. -+1 87W I LL - SLOG NAIL A-36 �- U TYP. &EE DETAIL THIS SHEET 2. ANCHORS AT EXISTING FOOTING 4-- \-~' SEI: FLR 4"L L AND FO(•A V AT ION DETAILS FOR eNAILS, PLATES, + ANCACI 3 .,` ^s R00FIWALL. 7 �+"'�f f..l.. l� �Oja ° 1 �'/, /s,w �� 'N 1 RIOR 4.Ur�4J...� \ •'� We " Hl)tl " or " Sinroon " ac.N'�eslve anchors. Saw mare ficturer's s sp mc1 fi-'•a t lcrr and reconMrsrrda t to m for d1a. equlva lent and !ns to Pia t 1m 1 SC. AA,, 3/4" • 1'-D" 'r BCAL Er 3/4" , 1'-im" �'' .--' 7 PARr4LLEL Installation to Confam to local rltrisdlctlon special Inspection raquA�+wow" �" doo X11 Q 7A T-- END WALL 5ND -- PL . Sl-IEAI�tL�ALL T , ?xb CCtO/TION STRAP PER (DOTTED) / -`' AR \\�i•' \\ NOVEMBER UOM --------- DO-. STul> ,,�_�, 'PROJECT Ido. I (UNLE88 NOTED ✓ �' .^�4 FLAT f% -=•-,- -- POLO DOWNS 00121 4TNFRLL'18E) �- '.,�, PER .'3Cl-IEDULE/ BLOC�I M iED NAIL n '611�1PSOh" Hp HOLD- DRAWING (PLAN) ( I I I PLAN � � 1310N8: I DOW ANCHOR ,SLAB BTf,OWN.I PLATE r tLEADER/�3EAMvARIC9 ` ` lj?M (WE /~ ' /,_, y ` '_---- "i�r ~t•.' — — 2x4 P.T. Ie W/ ANCHOR ? X �1 \ .•�.r, COLTS PER SCHEDULE �ITlGiV DOl1D�.E PLA7�� \ � ' 1 1,*" HD-?A ? �C �6 ?x 8 S !, ..-- r 3 VERT. TIES • j- C,()NpITIOM I I/Ib" SA, 8A, ICA /� • lb" � �-.. . •, IB" O.C. ? 310" HD-?OA �-'''s n \�� AF��TRAP 1 3/!a" PNP?-8 ` �• .. ..'.s, (3) s 4 CONT. • ✓NEAR - WALL ANA 4'-011 COW. (.O ) " ' _ \ ,•. r Ela. 81L%E (DOTTED' 41 NO: I"'7Di•• "' L OI�N 3 STRAPr12 F��ClND,41'ION E?',41�L,. _ ,� � � :: "1 6GAL.E, '3/4" • 1'-®" '�' SGALE1 3.•�" • 1'_m" 7 „ ,_ ,� ,._ ._, .. .. .. SG,4LEs 3/4 " l n THE G'ONTRACTOR /O"R IS RE6Pt'7WIDLE TO CHECK THE MANS, EXISTIW-v SITE CONDITIONS 0V DIM1E'N*IONS � TO NOTIFY THE ARCHITECT OF ANY EMW_7RS, OMISSION* OR DISGREPENCIES PRIOR TO fly START C.P C0WTRWTIOft OF SEVEN , mo sw start ' s , .,. tom. 10 12 14 16 .> � ,too, •;• � ti. 111IIft q1 •111111 a 111 �I 1111111 1111111 1 i111�11 Iililll 1111111 1111111 Illllll�lll'11' IIIII II it I S I I I l l( l I I(I I I I I I I III 11 illIIII 1111111 IIIIIIII IIIII III I I 1 1 III I . �t �, I III IIIII II an tutl rl Irnl ►,r111r » ,` `I �e ` � ` o � q ', ,. ,I(Iil�rnrlsn'rt(�' Inrlri��unl��rtnitl�i�urltTr'�rtllriYl�i I�t ! •�Ic�►Iull�Clht rP�:Ir��rrrrhi�i urtltiTl►tilHa��nrrlrl��msirl��wrlt'i/�rttdTit�rrlrlr��srulr��rrrrlr�tr�rrlrli/�nrrlrrrilr r��rrrlr�fi�rsrrhi�r�rnrh��rrralr7� " .....w..,..,..-„M.,,-...,.....,,...,- ._,.,...,.•.....,,•„_.....,..•...,.,. ,.... Q;a,-..,.....,.•... ,• . , _ ti� ” � �' :,3 •w4,. '4►1I VT . 1.. `vG •-}•61^^^Yl,•JK-1Y.. -nr.M"-- •,s•-w.. mew-."Vb! ~ •• , y { •l.+rr,. -7-L.M.r •..' l1,- •-.WpA�Y•. ..;;y,r.... -� +S 1 q , .. ,., 1 Millf••.t�� ffMOMF. „ ».,. .-,,.a.w•.+�{e+"tyu.•`. w'•..,..:iid„k117 ..d' ;$y°.�r +fw;r!�ie ,.,. ...- -..,:aR.. :,. -.r,_- ,,,rw >,«.. .. ,^^.,.r . . •-. m.-, ,. c., -_.,•,ac.. •lY,.- �, «.vi _ rtrw+l� .' r ' st:ye. ..... MMMr�.,«wri.+..�YN•M1.v. w.rrn•,m,. +Ne:rntw . .. _ .__,.. .. .. ..... ... . ._ E'