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14440 SW MILTON COURT-1 r51 i Commercial Application Checklist • Construction documents Luc.,l,l,n(cher!number or spec section)City of Tigard 1-,� ('oastruetion documents /.rxuuon chert nu,nher or spec section) Witch 13, 2002 OR 97223 ......... ........................ Cityoj7igard 13!25 SW Hall Blvd,, I.I � Required Na ut sets of plans: 1 _ .... /4' / � 3. I Required 1.2 Required Cover sheet title block.... 4�0 3? Required Transverse and longitudinal cross sections. • � � Phaie:(SU3►639-4171,Fax'(503)598-1960 •••••••••••••••••• = Jim Waddle Internet address:www.ci.ti ard.or.us ❑ �- li 1.3 ® Required Cover sheet vicinity map.............................................. 3.3 ® Required OSSC Chapter I I accessibility requirements................ }til-O Art-+O Waddle [ksigrrPlarutirtg Architects .............................................. 1 O N I q P •• c - 3.a I ❑ NA Interior elevations. �E� .4 Required Cover sheet Ian Index - � ' ......................................................... 1927 NW Kearney Street .............................. elevations - Date: ti tool I.5 �, P ❑ NA Code summary. .$�n 3.� 11 ❑ NA Fxterior •le ' ......r.................................................. / Portlarlrid. Oregon 97209 Project name: (-rgi�►J___ `I Tk .-- _ - ' - 1.6 P ....................................... lCityStateO6C ZIP: 77Z 3 ❑ ❑ NA Deferred submittal summary. ❑ ............................................................- L 3.6 � P NA Rclufplans.......... SIAddress: 44' SW Ml��t'.T. 1 t 1.7 � P ❑ NA Professional stamp and •;anatrr•r.... ............................ P_1 � - 4.D 3.7 [� I' ❑ NA Exterior wall sections and de RI:. l earriirl( i gee Day School Scope ofwork: N G6aTOUMW D0E bTd1� WOOD pR�y1�t�- _ o �___ 1.8 [] P ❑ NA Fire aria life-safety plan............... - tails ��-p 6 8 I' construction details r - -XIZ_ 0� O 1.9 '� P ❑ NA Landscape plan........ ❑ NA Reflected ceiling plan(s). - Map and tax-lot no.: �_ �-' 3.(1 I' NA Fire-ratedco Reference no.. u>o - I - - - -- 1.10 ❑ p ❑ NA landscape specifications.........................r..................., ctio n e I _ -- 3.1 U [] I' ❑ NA Energy code compliant construction details and The Pity of•I igard Building Divi!;ion has reviewed(lee submitted build:ag plans for the above Contact person name: �iM �p� � Company: �(,k-el •�_- _ c'�iI specifications................................................................. ' Supporting documents es referenced address in accordance with the Oregon Structural Specialty Cade USSC 1998 Fax: - I.2(i ❑ P ❑ NA Land-use or planning actions ........................................ ; I ( )• Phone: ��3 Z Z� '206 Fax: . 2Z ( 17 --- ------ 3 1 i ❑ 1� NA Door schedule e4hion and the Uniform Fire Code, 1997 eduion as amended by Tualatin valley Fire& Rescue. ---^ .......................................................... - - 1.21 � P ❑ NA Required lire-flow calculations I NA Glazing schedule. -- E-mail: 3.13 ❑ P ❑ NA Furniture plan................................................................ Cellular phone: 1.22 P ❑ NA Fire-hydrant flow-test report.....................I................... _ IUKKILIE Pie M, have been submitted and reviewed for the construction of a 6450 square foot,Vrion-rated, 1.23 g P ❑ NA Fire department or fire district building survey report Ns:D Supporting documents ■ he purpose of this checklist is to help define a comp. •te submittal package for the scope of work. Plan p g y p° PP g ha. teon••sprinklcrod Day care facility. 1.24 ❑ P [] NA Material safety data sheets(MSDS).............................. _ 3.20 ❑ 1' ❑ NA Fnergy code compliance forms/calculations..........,...... review will not take place until a complete package is submitted. liallim--_ 3.21 ❑ P ❑ NA Material s:3lety data sheets(MSDS).............................. The following items need to be addres ed and are not in contpliantx with flee above menti(Jried ■ This checklist can be used for all commercial construction projects, including new construction,additions, Cedes: a!terations and tenant improvements. Construction documents Location(sheet number or spec section) 3.22 ❑ P ❑ NA Ilazardous materials inventory statement HMIS)........ ■ For complex projects, applicants should use the"location"space to note the item's location and page 3 23 ❑ P ❑ NA I lazardous materials management plan(HMMP)......... P P 2.I ® Required Site plan - _ 3.24 I ❑ NA c life-safety evacuation an or area ... ! U Written lire and life- fety - n I f in a I 00-year tkxxl irin. Prior to the number from the plans or the specification book. ..,. 2.2 ® Required Site utility plan............................................................. - .• ' 1) A portion of this proposed project site is k)catW with y p •.. G 3 • .� of rescue assistance .. . ■ It is not necessary to duplicate submittal information,even if it is asked for in multiple sections...,• 2.3 ® Required Grading plan.................................................................. C-1 .• fro information P placement of cement.the Oregon Certified E nginoer of record,or larnl Surveyor, shall ..... ••• •• � .• _`--_--___ -_----------smoke-control -- --. .. _ • --O . . •••• • ■ In the checklist,"Required"means that the applicant must provide this information for plan review.. 2.4 �] Required Erosion-control plat..................................................... • provide dociuteerttation, that they have visited the site and certify that the fy floor ekvatwn ••••• ° • 3 �5 P ❑ NA Active and passive smoke-con I in emotion Pr •• ■ In the checklist,"P"means-- 2.5 ❑ P ❑ NA Utility-vault location and details.................................., • • �•.. of the sticture is at/or above the base f`loud elevation. (As established by the Ctty of T irgar '•'•• • • iJ checked by the applicant--_the information is provided for the plan review. ,,, planning Department). Docnttaestiladoa shall be wbmitted to the City of-7iwrd •.•• :'• '• Note, : ' •. . •�••� •••••• Supporting documents •�' • if checked by the plans reviews:----this information is required for the plan revitvl. . , .••••• . • ,• •' 2,20 ❑ '] NA Geotechnical/soil engineer report.. � • ■ In the checklist,"NA"means that the information does not apply, t .. - •• • • • • •..•• • 2.1I � �] NA Sturm-Watef calculations............................................... •, ,• ,• ■ Choose only those sections of the checklist that apply to your scope of work.SectiOA'1`.0,"Geda19i1 Plroject T ' �' Platy► have been approved subjoct to dorm noted on approved plana. .. : . .' • •••'• 2.22 ❑ P ❑ NA Site retaining-wall structural calculations.... : Data,"must be inctad�d with each ro'ect submitted. ..• .. .. .. . If you have any quest.:-ins regarding this review, plieax contact tree at(503 361:.4171 ext,•592. 2.23 ❑ P ❑ NA "Assurance of Carnpliance"with environmental ivies. ••.. . ,.•, . . . .... . • . ...... ' '. .. .. , ...... •••• 90.04 An applicant may request a pre-submittal meeting with representatives of'the jurisdicticm•itt which,the project •••. •....' "" will be built,The meeting may take place during the conceptual,schematic,or in-progress phase,cit when tete • , re :'• '• 9#000 applicant has completed plans. 72.00 ral project data....................................Page 2 i 7.0 Mechanical data(Types 1 and fI data....................................................Page 2 1 kitchen-hood permits).........................9999 Page 6 I nes itectural data Page 3 8.0 Plumbing data.........................................Page 7 Wes xaminci ..a. ...........................Pae 8 ^ 4.0 Structural data..............r........................tc....Page 4 9.0 Electrical dao....... ... g 5.0 Mechanical data(new construction, tenant 10.0 Fire-suppression da:3............. ................Page 9 Page 5 I I.0 Fire-detection and tire-alarm data...........Page 9 C. v improvement, gas-piping permits) ........... . fy Watkins SttPaviaing hlllipaaa 6.0 Mechanical data(additional or replacement 12.0 Re-roof installation data........v--�........Page 10 Hap rooftop-equipment installation permits).....Page 6 13.0 '-,risdictional requirements...................Page 10 Building lnspeacxs _ _- ------- -----.------- - --_-- Fir _ • This checklist is for building department jurisdictions in Clackamas,Multnomah,and Washington counties. • � I ffr.�h kRL tp� U P' I�t � 1'�'R'�'O'��'"•bt3 D W l'1�'V f3'( 0�=G� �l` 1 440-2734(4/OINVEB/COM) Tri-County Commercial Application Checklist 440-2734(stulnvl I3K(�M) Tri-County Commercial Application Checklist ; Milton Ct,14440 ? For use in buildin;>depurtment jurisdictions in('lackamas, Multnomah,and li'ashingion Counties hbr use U building depsu merit jurisdictions m('lurknmas, A(ulmumnh, and N uvh,ny ir,n) ln,nae., SIT202-00006,BUP2002-00067 �:" ' 4111.2734(IL4li/WF.Fi1C'(3M1 f�l��• �� 1 of 50 o2JI5r02 ' Milton Ct.,14440 1s12b Still HON Blvd., Tl00fd, OR 97223(603)639-4171 TDD(b03)6842772 SIT2002-00006,BUP2o02-00067 �.1 i X VY I ilrAf U Milton ct.,14340 Milton Ct.,14440 2 of So BLI DI'N'G DMSIQN SIT2002-00006,BUP20o2-00067 J of 50 S1T2002-00006,BUP20 2.00067 4 of 50 • Low6im(sheel nurasber or spec section) Lncalion(three number or rrxc section) Construction documents Construction documents Construction documents Location(sheet number or spec section) 4 rue 'on documents l.uranun(sheet number or s/x r scrr,unl 4.1 ® Rqui.ed Structural cover sheet.................................................... �O 5.1 0 Required Floor plan .................................................................... - ...............,............................... Con.t tl ........................ 4.2 P C] NA Foundation plan............................................................. •_fi(=0 rq p .................................................... 6.1 � R�quircd Rouf•plan..................,... ......................... 8.1 © Rcyuircd Floor plan(s)........................................ ................... 5.2 ® R Required Equipment tient schedule ❑ ❑ , g plan 8.2 0 Required Piping and material schedule.•.................. 4.3 ❑ 1' ❑ NA Under-slab mechanical plan.......................................... eq it P ...................................................................... 6.2 P NA Fuel framin an ............... 5.3 ❑ P ❑ NA Site plan. 6.3 ❑ P L� NA Fuel gas piping plan �. ® y Equipment y p 4.4 ❑ P ❑ NA Under-slab electrical plan.............................................. 5.4 ❑ P ❑ NA Under-slab mechanical plan........................................ .................................................... 8.3 Required E ui merit la out...Ian................................................. 4.5 ❑ P ❑ NA Under-slab plumbing plan. ....r...................................... 5.5 ❑ P ❑ NA Roof plan...................................................................... I 6,4 ❑ i' ❑ NA Roof access details.........: 8.4 Required Fixture schedule 4.6 ❑ P n NA Floor framing plan......................................................... 5.6 L_I P ❑ NA Furl gas piping plan Supporting 8.5 ❑ P ❑ NA Site utility plan............................................................ .......................................... 4.7 P NA Roof frnmin Ian I-( ............................ ... . . ..... ..... .. 6. ®n documents rvr,res . .. ❑ g P •••••••••••••••••••••••^•••••••••••••••••••••••••••••••• �- 5.7 ❑ I ❑ NA HVAC equipment and duct plan(s)............................. 6.20 Required Structural calculations for vertical loads and lateral 8.6 ❑ I' ❑ NA Building cross section . 4.8 ($ 1' ❑ NA Structural elevations...................................................... SZ-0 5.8 ❑ f ❑ NA Roof access details _ loads for equipment weighing over 400 pounds 8.7 ❑ P ❑ NA Rise diagram.................................................... ... _ ........................................ ............ � ,. � ..,...... 8.8 I' NA Roof Ian. 4.9 P ❑ NA Structural details and cross sections........................ �- 6.21 ❑ I 1] NA Equipment manufacturers' catalog cut sheets ❑ ❑ Back p ,3 (...Litton location .................................... 4.10 ❑ F' [-] NA Stated i information................................................... ' S.9 ❑ P ❑ NA Duct smoke detector plans.......................................... .......................................................... P Pe 5.10 ❑ P ❑ NA Fir /smoke damper locations. or specifications. 8.9 ❑ I' ❑ NA [i, k fl( v pr „•••„•••.,,,,r,,, t 6.22 ❑ 1' ❑ NA Fuel gas piping sizing calculations.............................. 8.10 ❑ 1' ❑ NA Irrigation plan........ 4.11 ❑ 1' ❑ NA Special inspector/structural observation matrix............ 5.11 ❑ I' ❑ NA Smoke cr,ntrol plan................................r..................... 8.11 ❑ 1' ❑ NA Firc-rated consirtiction details.....,............................... Supporting documents Notes 5.12 ❑ P ❑ NA Ouisidc air(OSA)table................................................ 6.23 ❑ P ❑ NA Energy code compliance forms................................... 8.12 ❑ I' ❑ NA I Indcr-slab plurnhing plan.. 5.13 ❑ P ❑ NA kc�igeration equipment and piping plan.................. •� 4.20 ❑ P ❑ NA (icotechnical/soil engineer report.................................. 4.21 ❑ P ❑ NA Site-specific seismic hazard report................................ 5.14 [] P ❑ NA Kitchen equipment plan............................................... _ Location(sheet number nit.r/xcsection) Supporting documents P� Construction documents 4.22 ❑ P ❑ NA Design narrative............................................................ 5.15 ❑ P ❑ NA Type 1 and/or Type 11 kitchen hood plan 7.1 M Required 8.20 �� Required Structural calculations for vertical loads and latera 4.23 P ❑ NA Structural calculations................................................... >jURfit I rMV (see Section 7.0-Mechanical Data)....................,... 1 Site plan n(s)............................................................... loads for equipment weighing over 400 pounds �� 5 7.2 (� Required Floor plan(s). 8.21 ❑ P o] NA I:quiprnent manufacturers" catalog `cut sheets' 16 ❑ 1' ❑ NA Fume/vapor hood plan. 5.17 ❑ P ❑ NA Process piping/product and/orexhaust-conveying 7.3 ® Rcyuircd Kitchen equipment plan..................... ......................... or specifications........,......................,........................... 7.4 ❑ Required Kitchen equipment and hood elevations..................... . duct plan............................... .................................... ... ............................... 8.22 ❑ P ❑ NA Utility maintenance agreements.......................,........... 5.18 ❑ P [] NA Fire-rated construction details 7.5 ❑ 1' ❑ NA Roof plan.................. ............ .. 8.23 U 1' ❑ NA Water supply calculations...... • 5.19 ❑ P ❑ NA F; ui merit ban er/fastener details.. ........................... " 7.6 ❑ P ❑ NA Cross sections throuf!tr hr>ods,ducts and shafts...••••••• 8.24 ❑ I' ❑ NA Sanitary y •••••••••••••••••••••••••••••.•••..•••• • Sanity system calculations ••.• q P g .... '' 7.7 P ?SIA Firc-rated construction jetails... ' .. ] ❑ � �.•••• •.:.. rrigr:tlon demand calculations........r.......................... •, . . 9999� 9999 .. . 8 25 ❑ P ❑ NA I ......... 9999 •••••• Supporting documents Norex ••••• •..• ... .. 7,8 ❑ P ❑ NA Fire suppression details............................................... .., . •••••� 8.26 ❑ P ❑ NA Roof drain and storm water calculations............ •• -_ - • 5.2.0 ® Required Structural calculations for vertical loads and lateral Supporfin documents NOW --_ - - •• •. loads for equipment weighing over 400 pounds ......... :"" "' ••• •" ..• 7.20 ® Regwrcd Structural calcui�Itions for vertical loads and lateral `• ��> • . • • •• 5.21 ❑ P ❑ NA Equipment manufacturers' catalog"cut sheets" ."' .. 9999 • •• � ,, � ... .. loads for equipment weighing over 400 pounds ......... ••• ,• •• ,• ,•, t •, � •• , 9999 9999. or specifications... , ,• ••••• •• 7.21 0 Required Malec-up air calculations 9999 .. •••.• 5.22 ❑ P ❑ NA Outside air(OSA)calculations.................................... •• 9999 " 9999. . .. .... ..., 7.22 ❑ P ❑ NA Equipment manufacturers' catalog"cut sheets" ••••• ,, 9999.. 9999 :•�' '. ..... 5.23 ❑ P ❑ NA Smoke-control calculations............................... 9 9 9 9 .. pecifications........................................................... .. 9 9 9 9 .....,.... ..>... ors - ... .�..� ...i; ; ty .. .. .. .. .. .... ..... 5.24 P NA Con. .. ... bastion air calculations................................. ...... •,,,,, 7.23 ❑ P ❑ NA Hood/grease extractor listing documentation.............. ,••,•. •••• S.2S P NA Fuel as piping sizing calculations............ ' r � ❑ ❑ B P P 8 B ...... .... ..... ..•• .. 7.24 ❑ P ❑ NA Hood/grease duct sizing calculations.......................... _ 9999 9999 . r , f .• � a • . . 9999. 5.26 ❑ P ❑ NA Make-up air calculations............................................. '..' 7.25 Y NA Fire suppression information..................... ................. .. ., ^ q 5.27 ❑ P ❑ NA Energy code compliance forms................................... ❑ ❑ �. . . '.... u r. 3'•! r i" � ,`��, ,�,• d'4 xt ;1� 5.28 P NA Boiler infamation....................................................... F3'• l 7x t' i' w �Q 'h!•(`eltall CannNIMoMI A C�is&UN "wt ppYalNem 4 AW2734(WIIVNRafi02/) Tri-County Commercial Application Checklist 5 1447734 tlltOinvFilu'c3M) Tri County Commercial Application Checklist 6 44u2734(M)IM;M'0M) Tri-County Commercial Application Checklist 7 FW of Ire�Jtlr#q #y lit ft ills M Cia maser.Afallieioraah snot N%mh& m Cow lln For mein 6nfA�dtpw oma jurisdictions in Clackamas Multnoxsnh,and wnthingtnn C'cnrnties l••or use in building dt rrment urisdictions in Clackamas, Multnomah, and Wavhington( oun't s Y � g pa f For use in building depmrmenr iurisdicliont in('la•kamas, Multnomah and{{'-sshingrnn r nunru•c Moon Ct.,14440 Moton Ct.,14440 Milton Ct,14440 Milton Ct., 14440 K' sIIT>tNttMMa, OtOQOq SIT2002-00W6,BUP2002-00067 S1T1002_00006,BUP2002.00067 SI'2002-00006,BUP2002.00067 •of M 6 of 60 7 of so a or 50 ,9999.. ,.,..n' .- ..r.+.w rxr.. - NY•y..OMWNYaf•YfiiiR.Kwl w.,•,i4 ..•, . Cmc i,jlltlillll�ull �lu!'liu� 'all+ulilull�lll�lllynilln I,In�ull�lul,nu�,n;(�It�lu'Illlijl111�liil�iii �nn11111 l ( t I I I tit I I n�11 t r, l n l ll� lit l 1 Lrl�ILI'TY>iM!' V I IQ ( 14 (113 ! 1 Ip 17 23 24 25 2d 91 28 2ti 30 - r vy '1 , Est! • � ��1ryh��cit�'F, .. , ` . e � ,.� s�,r,.. ' , i , , , �,.�� t� -;, -•9999. :-. - .. .. ..., 9999 - ,:F 71". .. _. �. A •e r. t•. . � ,air f ^ 'a'h ry,11_ t Construetioa documents Location(shat number or spec section) /.oration(sheet number or spec section) �`' ii'r�l:S Construction documents location(.hat number or spec sectaim) ," 712 nstruetlun documents /I IU.I � Required Floor plan(s)............................:..................................... .I ® Ruired Site lbuilding Icx:auon map 9.1 N Required No.of�sets of plans. ............................................. 10.2 N Required Sprinkler piping plan(s)................................................. �' t 12.2 ® Required Occupancyclassific"tioll 1 'TLAPI �1 plan �. . OitCGO'1 9.2 N Required Floor plan(s)............ . _...............................................a.. 10.3 ❑ P ❑ NA Site plan......................................................................... 12,3 Required Type of construction 9.3 N R uired Eloctrrcal load calculations............................................. 10.4 ❑ P ❑ NA Standpipe Information......-............................................ eel P� 12.4 N Required Minimum roof class required � '^ � ey 6 p 12.5 N Required ('lass of roofing to be installed __ f3.' O • O 1 yJ 9.4 N Required One line diagram ............................................................ 10.5 ❑ P ❑ NA Back flow prevention information ................................ 9.5 N Required Feeder riser diagram..................................................... . 10.6 ❑ P ❑ NA Reflected ceiling lams ................... ... ... . • g P O . ................... �- 12.6 M Required Roof plan 9.6 N Required Available fault current information................................ 10.7 ❑ P ❑ NA Transverse and longitudinal cross sections 12.7 ❑ P ❑ NA Parapet and• .Lipper cross section(s) 9.7 N Required Panel schedule(s)............................................................ 10.8 ❑ P ❑ NA Fire-rated construction details.................................0..... 9.8 Specialty fire suppression system plans Supporting documents ❑ P ❑ NA Site electrical plan.......................................................... 10.9 ❑ f ❑ NA Spec Y PP Y 9.9 and list of s litems ......................................................... 12.20 ® Required Pre-re-roof inspection report ❑ P ❑ NA Fire-rated construction details........................................ �., Y 9.10 ❑ P ❑ NA Lighting plan.............. ............................. antes catalog cut sheets I� 21 � Required Rooting system listing information 9.11 ❑ P ❑ NA Emergency power system and emergency lighting plan Supporting documents 10.20 N Required Structural calculations for vertical loads and lateral ''• 12.22 N Required Routing manufacturers u t " RC y 12.23 ❑ P ❑ NA Structural calculations % OF SHEGT�+'•vG 9.12 ❑ P ❑ NA Under-slab electrical plan........ . . .. .. ............. .. ....... loads for equipment weighing over 400 pounds ........... e9 P Po i 12.25 ❑ P ❑ NA Structural engineer's report Supporting documents Nwel 10.21 N Required Equipment manufacturers' catalog"cut sheets ........... 2x3 ,c i -6" NAILS it 4'' GO'.tiEG' /TO TJI W/Ibd NAI!_5 � 4" GG 9.20 ® Required Structural calculations fur vertical loads and lateral 10.22 ❑ P [I NA Hydraulic calculations................................................ loads for equipment weighing over 400 pounds ............ 10.23 ❑ P ❑ NA Specialty fire suppression system information.............. Construction documents Item Loratiu.•Isheetnumberorsperaertian1 \, -ie" TJI wiwEe 5' FeENERS AT I 13.1 ❑ P ❑ NA ❑ Required BEARING NA [I Required for fighting ................. ........................... Construction documents 13.3 ❑ 11 P ❑ NA ❑ Required MGR`S a ✓ IN uj)SGREENED /ENT 9.21 ❑ P ❑ NA l�.nerggy code compliance forms and calculations l 1.1 ®Required Floor plan(s).................................................................. Location(sheernumberorsperserdun) 13.4 ❑ P ❑ NA [] Required -- B_OG1CiNN F'ER'/2 9.22 ❑ P ❑ NA Emergency power system specifications.... .................... 9.23 ❑ P ❑ NA Fender riser information 11.2 ❑ P ❑ NA Site plan......................................................................... . "•"'••••""•' '•"'•"•'""'•""""•'•'"' 11.3 P NA Reflected ceilingplan(s) 1' A Required ..•• •• Y 135 ❑ ❑ N quired 9.24 ❑ P ❑ NA lighting equipment manufacturers' catalog •••• 13.6 ❑ ❑ NA ❑ Re '••' 11.4 ❑ P ❑ NA Transverse and longitudinal cross sections................... •, 1 I tons......................................... 13.7 ❑ P ❑ NA ❑ Required •'•' .cut sheets"or specifics i .. •: 11.5 ❑ P ❑ NA Wiring schematic.................................. .. 13.8 ❑ P ❑ NA ❑ Required ••• •` :..too• ••:• 11.6 ❑ P ❑ SIA Elevator recall information............. •. . ... 13.9 ❑ P ❑ NA [I Required •• •. '\`� . .•• 11.7 ❑ P ❑ NA Operational matrix.............................. .......................... 13.10 ❑ P ❑ NA ❑ Required - . . "S A PER ARC- . .. .. .. 'ECT I 11.8 P NA Fire-rated construction details. . .. 11.9 ❑ P ❑ NA Standard electrical notes................................................ ..... •• I ..:. ..... Supporting documents Nares •: ..:..� ..• f �` -....�._........_s.�..,1.-�.��• . . •••• '•••.• 11.20 N Required Structural calculations for vertical loads and lateral STUDS ...... _ INA ER w - - _ BJ TJ NG i • V. •••• loads for equipment weighing over 400 pounds........... •••• , .... • � .. .... • SLOPE✓ BEARING =f E'c'OR ,�,-E.:.-.t'NG . 11.21 N Required Equipment manufacturers' catalog"cut sheets.. ........... : • 11.22 N Required Installer certification information.................................. 11.23 ❑ P ❑ NA Battery calculations....................................................... • 11.24 ❑ P ❑ NA Sample fire alarm log book ........................................... 11.25 ❑ P ❑ NA Emergency power system specifications....................... 11.26 ❑ P ❑ NA Monitoring station information..................................... "•� v I /E A V E R i•V V' L 3..-I 1.27 ❑ P ❑ NA Voltage drop calculations.............................................. B ! r, r !,,V 1e1��iV • LEARNING TREE • 440.2734(11A)I IMt)M) Tri-County Commercial Application Checklist y 440-:714IRA)I/wFIUCOM) Tri-County Commercial Application Checklist I 11 O�Da//l/j�� D A� `SCHOOL 'R_3-A 440-2714(Vo Ir*11-r RA()M I Tri-Count3(ommercial Application Chaklist R For use in building tk sariment unsdichons in Clackamas, Multnomah, nerd Washington Counties VVWWVii -- pp b 1 / ng Fru use in building ekpurrmenr/urudicuonl to Clackamas. 6fultwamah,and NitrhtteRtoer('crunnes For use in building delwr•rment.jurisd�enons to('lackamas, bluhnomah.and H'achin);tr 'ountus DESIGN PLANNING ARSHI'I r ';moi QE/�5'ON TJ � ' V�. d Milton Ct., 14440Ct, �--- REeE4ENGE. 51.r� 5'RJGTLiRAL GE'•= _e r '`= G. MiltonMilton Ct.,14440 SIT2002-00006,BUP2002-00067 SIT2002.00006 BUP2002.00067 Milton Ct, 14440 5172002.00006.SUP2002-00067 5172002.00006,B U P 20tl 2-00067 10 of 50 11 of 50 12 of 50 9 of 50 AUG. f . 'IJCt' X ,;3:111 MITEk INDLISTPIES.5R.: 'i1-:.420 F. " kJG. 6.2002 1©:2'4411 MITE- INDLSTPIES,SAC NO.420 P.Z 0 Mok IrAjok tis,kic. J-0-09 -JW-'_ _ rrW - Y - - - - QIY - I020N1 a N C25 IMF TRLf55+ a , R7211717 7777 OBEEfJMCI(LANE _'_ -- __-- - _. � wrtE 100 � . SUMC111111110lt1G411e 1/1 vee to 1 oR 17s3r �tisTak l�1,w1i(on"05 lave MiTek 0 �' I"* o g3 g ,2" --- ,. 2644 6$ i t•• ' .�.�-. 4 �' Truss T•�x Type QIY PrY KMifr7rJTpvd lea•rn«gJJ�fl• Mit(910)oii I"* I3. C t4►4 43-0 t44 140 734 ,04 434 144 Jot, ! R 72.1 7•e lstswlous fin•)tie 101b U �' = SCrIa 1;93.1 020811 C6c ROOF TRUSS 3e 1 {p fN1 I �C p "1 • W Arrsee Tans 4i3vardwroa,OR 97]5' 4.201 still a Apr 2 2t�fWM 0 M.kx 41on Aug OS 1406 0)2001 Papa t I � i1 • N,� 4M -100 d1.1 15•••11 2244 -__300-0___ _77.3.10 _ 44_7.5 -, 5 Io 1,16L1• 7.310 73.10 7410 14.10 -1.3.10 13K5Scale=1 102 8 let•020811KauS�arJTiprd Leammg1020aI1 - - ,� 4,00''.'1 400 1Z 81:16_: s r294 2 '1 4:144113.. 10 3.4 6 0 O I --.Ig - -- -_-.�-WQ Ito4x4x4 4 `- /,/ tr, / �} 10 4x411 I'm truss do w d*&)refererfead below have been prepared by h iTek%dus<uies,Inc.under my&met sip vision - - I �� 3 12 3KO 3 i s 14 21,4 = z,a i FD0 t ,/�/ \ ✓! ` eased ale the parameters pr(7vk%d by WIIIamMb Trues ( 2JM r - a1. Paps Or seems COW1111 by dfib sed:R7211717 tlruR7211725 - ,__. IH-0__� 1219 __�9�4 _____r_- >t` ' b 1Ny liswise rlslawtd date for the state otOlregart is lune 30,2004 '44 '_�+=-=tr t►a4_ 4.5 21 20 t9 to 17 15 15 14 4X� . I I " LOADO1a(�r) BPAcaw 2-0-0 t I till , (bt) 1mSah PLATIS- GRN TCLL '10 PlaawltK"M 1.15 TC 041 VeA�L� (1.13 12.14 *9E9 11:11120 22WI" 2x4 4X4 6x8 4x8 4xP _ 6x8 _ 4x4 2x4 TOOL 7 0 Lutlbw tlteaaea 1.16 k 0,61 Wow -0.24 12 1: ►900 TEMP AND PERMANENT BRAC1NCs P'JVJ Swill BE OESIGNEOBr OUA1;FtEC BLDG a.■oyap �.a '-a - H t Bcu 00 Rep S"a era •BE We 041 Hor>XTI.) 0.07 10 Na DE SIf3NER AND APPROVED DY ARCtI TECT PROJECT EN(i1NEER ANJ IOGAt.BIOG I>FN, a a_y _T_ p, sm 10.0 CaN UBCIANSN (14a1rh) lot LC Lr kat Udell•]a0 Welprt/7l b «..-.-._._..'_ �--�. ... tS•a-,1 Tab+ �-_-_ 11512 4475 - 5'-10-IS MCL _ -+•rte.._ 9 t 1140.1111 @. .t ♦.}+p 9-t-1111 -- .._. 7!Il, T`OPCCl/DRD 2 X 1 OF Na," TOP CNC RD a,laaled or x.7.14 a ata3lta, wlo.al w+r wbmb 0 v._ r.I WT CHORD 2 X 4 OF W,.1.0 NOT CHOMD O J 1 :Rase 1 ROw sl nwdul 1a.3111,9 0.0 N LOADING(ped) SPACING 2.0-0 1 CN nwL • Ila) VO@il) PLATER GRN ' W EINt 2 x 4 DP alae'EIN.pP 25 I "115 2 X9 DF Nn.2-G,7-12 2 X a Or N0 2 G T CLL 0 Plan kxmar 1 15 TC 0.01 Wr(LL) -0 12 14 +M M1120 220"95 7 SMw F100t 2+! O.w10•1121A S! TCCL 10 Lumtw Increase 11 w 0.70 VW(TL) 0.22 14 15 •900 t N Alit i , BCLI 00 Rep St een Ino NC WB 0.90 ItarLC L) 004 12 Na O ; ( este ),10•-22a(IOeA cafe 51 BCDL tG 0 --Code I�CIANSI4t5 ts1 LC LL M► YdaR•350 -- - wrgh 4111" 11 BRACING t"i OtfttCasp1� Final Load Can Otlllr LUWR TOP RD S,teMlyd a 4.3.11 J oc pvlwa TI*CIK7RD t-2■114 1�+,�,9 t0••N44,J 1!*1,D 3b 779,•b•2e b8�-2W.bl•2111,711.25, IOPCHORD 2 X e Of No!Ci BOT CHORD RpM dlnaclN added a&-0M a ax+rp f ►la`•11 1#E7S 9.1 10 17.2626.1011=14 BOT C110RC 7 X 8 OF No 21No I G�' WEBS t Purr at M 5-16 9-17 t10'TCHOIID 3.15si..Wl"2143,1114.214].12.13.214a,,0.12■2328 11119 2 X 0 OF No 1-0 11rm 34-4W.3-U�1391.9•14•1p7,0.9•-•JOh 9•Un-1^.et WEBS 2 X 4 OF S10-G•Except' 2 Ro..al 1/ pis 7•te 7•Ie2X60FN02ri 7-'72XSOFNo2.O sawSAMll.Mdlea,Nlprtalbebrleadwo,lamitil ria REACT1f1NS"lae) 2.492/0-5-8.'•e=19917C-44(cmt D3-8).12•121fik • 11Wa Itaa been (M"MM 10x0. 10 rTh mrd@ at 25 a aEwe Neu Mvel lieft 7.0 pa1100 Mam Icon 2••S4(IoW cafe 3) drr0!a@101a4,d alk 10 pee oowm O11dd ttt3ad� 10n1 tvmaKK oOM�++e an Mt caWpofY 0 Mac u0W 2-•144(bo ase 4) 12=-881bad can Sl OtI1M>wA 1 b11 1`• al rmlalmlDlM 100 R by R vlMt eaplawe C Al 74f1 oar U10 If 0Ilarklly or Ma Gray 2•ea4(bad naw 6) 10,399111aad cafe 1).'••t 2970oad au 7) '� aataMvM 4f1aL aMtt ora MpM 4:Audi M/arCt,ae w+q,neer M 11a14taaaaa M frald. The htreM DOL hpaaaa M 131 X19 ala Pira VVt*trlaleaa r 1.11 TOPC 1408 -Fksl .2- Gee(k+Y _,. ,. •. S)TM Ot1aa I+w been dwlM In a 10.0 eN b.mam dteml M load rlal+eorlaltmrtd 1aN1 am7 Barr M lanes par Taela ND.t0.a TOP CHORD 1.2.9.24=253.7-••e1a2 a-5.092.se•1847,a 7.,tt6s 7-8,114.64-432,900150. �• xr 1y11 r y MGiN. 11 0 21.239 19- 12-13-9 r. ��TIMi�,NMlfSr�ab%1�1@�At� 11uN�S�iYA.��M�M• DOT CHORD 2-21-230.20.2,•2J9 1920+657 10.1A-�57.17.18••SU,18•,7•,490.15-,6•t48S.14.15.232]. a Daum MUM 4td tW t Oo Mbm)w*•N ea a wkon.d,w,.m.d ro wa Te.r l,od m.+. ,2-,4•z3z* C P1t0 VYE85 321.152,120.950 S 20 505 5 18•-12'2 B til•-444,7.tm■•7e]] )17.170.1.6.17=J44, 9-1T•-1210.9 1S•47J. 11 IS-912, E a: i LOAD otuaaA)at.l..rd 1)TriNOTIEo Uun,etas bMn Cr000d f7 ula11IM"d 1138 lg txxtM a ) e0 *rift at 25 t,above vied 11 uaalq 7 0 pat top • w la mr chole badf 9 1 21 iraf turns has:leen IOn�>at•0 W n'd+ L E ~ mndl.on an ory I n ft*W tfx WW d�mW+cslonds Os a��e*0o.ute C ASCE 7 9'�UUSC W59 51Ier161'M eat@ or t1n�uA s.Z000 --- 0 i z i 1 u M o l 66 2 and Or wee .+a cue 16 t I3 rarYiarare ed0srotttetr ana e1W0eed b wtnd li ponies la",t1ev an not exposed 10 wnd The;urnbsr 1101 MtcreeN M t]], YIn,1" - ir11 �_ 3)WAR1Mr40 Tee+axnudY k1r1q span an0lor CvnfipunNUOM d MM trUaf•exlutres'Ml rrkenln Una W ua4C M u appacatlat 7tiI1 Baal dal:haat IMalMitlr ts.Mesar arJoaptan 0e of penia si011a1 aylrlal l0��eop an ility volely'ft else -- •� t�boon c sewn ulbadn9 s•e arecxon m.awdf Auue mM an r oti ed rlen ur*w txavty.oonnxerg to :ultras neer a►wrrw Thr l 406014r and tna d*A oerrponmt far w7 particular building is Ara _i C Ina I,xAa•Ig lit b eckx EmW O torr )a 00 nuarkr p tr+raw n de.gnee er.meta ales wr ard•lad a r,1,1orw 4)TMs Yum tri barn daatlMrd la•10 0 Ost t10mOT d►�rd Iva bad norx,antu`ar'•t w.tn mY nMer IM bads pee Table No 16-8 t � 11BC-94 1 �fa li�Mr,par ANBVRI-I"S Sae.'2. 0 5)A o@tM. r«,010 atoll rias Isar appkeeprkeaua»t�koro. nrntb@nf of:lila ' p �DOIdO'IJ s';"K,,,n""�,r.M MW'de,°q��wain at FV7sv)i 15,995 tl+r,inti w.k+a wa 20D4 •;��__�_� d (�) WARNING-%riJM dt qv para.uren tor/REAL►NO715 ON t7USAND REI•ERSE SIDE a£EOR£USE rya{5,2002 MI Oaar,l ass M tw axle rlkk M91k 4fawaaaf ttM ei•4^•era axb ON recurs wwti w w M w at4s4e1r Lt1AD C ASF(a1 otar"lard �n twaw rn ', .MNp aagatmm w be k pow ant wwaa 10 be -1,iii"No r ar amp nnaaamn w P�aw taawFwwn M 1)m�p1�r lur•trr M yeltae•1 1 S PIa1e k+vww,t 5 anl�aaal'a r're.leaMr et■Ila%Mll�tar-tw two alapa 9raMq t4•a r ear,amrY a•laan M mMam1 =LOOM loaf ---- i T d werwamoftAewwrlwas"woo"wa.w.water""arwwrlrsoNOWOomat"N.ww •' Milton Ct.,:1140 Ven 1-7.84 e.1.13•�e4J 2.1e•-2o0 11-to--7o0 t2�17•-20o N �•r `tr QI • u * Atw.r plwrml.km+q N 00 MISS Wwk.6 r r■PONOW w wa alma%Mel«.wr rmml row ♦�DpttO'� - -- -- - „ u a: ^ • 3172002-00008,BUP2002 00087 60 O u neer Igrtfarfn,eN4►aaaaal,arms,tnmR1 arm4w ax/aelna awM 51719@ aa4w araltaaa.:aa- -- O N e d N - thaw krtlaer��wuw No~@ramh..a owl vii aw...w+�.a.wm fes Tr.a tMTak M1d0EkiM,(011 t 15 of 50 A w C I !! k4k,VIN(. �rnjl'dr,,y./wra.nrrsa and READ HflrfS ON THIS AND FEI'F.kSF .SInE AF-hnkL l�t August 5 2002 Oren nM w ur oft Wo NNa*araaer.f nM&W w rw@ V*00 w.w f J nbw•."16.6 M w.'6naw ll y a�aeaaltanl�a Me.wMe"d"tree.»t",a ar a, awww"N"IV allow•n .FN Ia1M MM'Mp'1NAMIa, 1177 % 30 0 0 W C r CLe O wq.nar141 twnere ONWW_ a Milton Ct. 14410 N M � '.•. e i •• .r wr+w.n+Y Ammars tfrna.rrr.aan@ a www weer semi w'wrlra+'r wa.Meaaawt a wr w+rs n-9-41 0-0-se 0-9-LT w e,l W : ' eetaa w aa•ata•an brace M M eve a1 Oahu's M M respe"Wt M b1l"aaa"M Wa•a Lima im SIT2002-00006 SUP2002-00067 Union C1,11480 X n O rya tae 1aa taaawl""ince.Many.er ry.Mem'or wa.•1u w av or-&-wt mwdwa am 16 of Sr) ttReele MMe•MI►Mei-otloal q d M - N:►rte apdaaaaa•,an4 MI►b mra41.1a 1aaa1s1r1..ar a•r1y MwaaM'�•"a.allo..jr•f•vaa �� - - -_ 14w a.atr11a1.3w 0111"0%DMa,aaalaa+.w"?Ill __._..._...._..^....._,.._..-.+...-a...n,�......�.n.w�Li.•.•+.....n.v.,.,_..•.,.-,F...-.,._*•.'....�...�.�..M..�•FIA+IxY+111MVT'+f,.- ._., ..-.... _.._....---._...._ � - .. -... .,..-+.�.:.. •----_-_.__'_-- _.__....__ -- -�__.•__._....._..-.`. .,.0.. - - - - � -. .,.,.,,�,<.aB,•,..-«,...•_^. Cm unlnll Inl�nn lusjuii iilyllti iliifiiii i�lfj� iitijiii iill�l I _ r y : .; l�*ill `IlllJillIFIIIIIIIII'111 III III tell{Illllfilll{I1 1 i) II { ( 11 II) �111 LY�TIq.�alpl j 1 �Iu1 In�l t� I t ffo< t tc8 le 17 11� I =�211 Gln nn�u I� +. 8( It 28 20 30 _ 1 , 1 u.., c «4 r y-. 'i `Cr T r1ti' 1 r r -. 1 f `' , �y N":' .� .! :�! t• P.- J 2, ti . • M .'...,1-.f:. JW f 1. 4 A __..-_._ _ .-, t - - t , 1". 117- " IOC '� aI +wa-rrlytn. � 44+.44 itt.w,� I� 1W"'id Y•'ut+•wYA7Mt1 vnnrp7pe/1 , Ween am, Ropy Tftm 17 t ant+fTr for sty " ` 2011,' ')IWr qX?f 7111516 i RT7.7,] �, Tnlu T•,ns Type Jab T,iu TnnsT r ---- !Cw�ilmrJTipardl.atiinny020et, R7it,7I(1 `'•�es»a.ivw►,o6p�wtwcx6rss+ - 420+ allatrio.Is200pHr4hapd are,k-1bnAugftIIIwe,� �- I C 2061, DMO .fit L «Y AY KalrlrttavT,gprtlLo4n'r,yf(IZpe11 ,116srtpMY Tway e•aeetrw•r 01-1111♦, 7 2C'bfr1,•w.N Z�Ytw rii�(aa 1-c 1in'7n�w,e ILb]fit � V � 02961 I CeOA ROOF TRUSS 1 t ROOF TRUSS 2 1 117211712 11 pjg e t , 164,1 22¢1 300-0 r_-�7 �1 - �' r b ��14!0 _--- 0 63.110 wSlr,.wTnu.rlaet>•ed«oe.aR 971St - cllTt s[rt 1711+ I2Q([IMT � �� - :4-0 .- - Mr10U"_.1W RTOIi 11.1.1 , 110 21•-0.12 20.0-0 J7.1t.Q 11.7-e 11•,0.11 180 6-1.1 1.110 7.1-10 7.310 7•}IO 7 3 1C . 1110 8-1.1 I-0-0 AupOb 1at11011d32 Papel 143-0 /-I•t ,. tp 7• •t - �. §W W7lene1le Truss ►loeporldertce,OR 9715, 4 2II►-3R a 112{Nr,r,rl a ) S 7.24 72.10 7.210 7.3 tD 8-1.1 100 T �O►TZ>�2YITellndustreo bx AApn •J$IIa 10200? Pape i 3catr+1 101.7 .14-0 6.1., 154.11 2.-a 12 X144 17,1-10 _ 44-14 _ 511-14,5 tq- •1-00 SCi16=1 110 •1.-04 6.11 ,5-4-1, a... .. 2214 300-0_ 771-10 1 7 6 51 1015 110.0-0 61_0,1 8r/01t o o at., 7-yto 7.6, 1-.2-4 -,- 1.1-+0 � t-1-,o 1110 e,-I 14-0 81110 I +-0-0 6•'�, ,a,o r s-,o 1 l 1-o 7x4,0 •-- r a•,o T. ,p kid NOTG►4E5 wITIMl11'tJs a1SKS - Sola tp 1 101 s NO IsF)T(f111S WITHIN 24 OF HEELS 3x1 _ 1' 111 ' 1311 0011i,L6 Ii* 8.00 i 12 7 4 0011:1* 1x6 400 12 64 - 4 S Scale-1 139 3 �t' 30 it 214 U 2W it r 1. � 8 7 .. '-�_ �.- Y 4 i 0 4111011 7 - � .:J -1- i 400U 7 + . `• 4810!! 4x1 - 4x1 6 it / '�\ '�. 10 4X10 • 4x5 &8 - 4x4 . 8 * V ,0 s 8 4.4 4x, 4x6 , .I• t✓ 110 1x0 5 - I) 4x6 4/10 r• 6 '�-to \, A TE.ry` 11 4x4 S . 1-1 ♦1 a�ii us 44tQ 1 S'_'Sr;; -- 1 ,,\ '�:� .V . ale"I ' 1x1 4 '•�\ t �\ - f0 4x'1 7 A. �'\•'- 1 ,/�J \� fir. 4 121x10 d 3 Lot1 p..: -�� • \ , 1 •'t • I 10 i s • A�? Ell. u 12 7 �� I I /� :4� 11 01, I `� I•I 1 � - I l u 12 a ois, • �t / 01� L f • r, 3 13 w I \ 11 1 ' r ! \\\ y a \t '.% i% -� ::� __ '� . I �• .:i` t 12 i I / �'��/ moi% -`� i, . . . 1.•i-.-�._^ _ .J , 104 h n_Y M ti. -•'ter-�• .-f +-it r•11 1�4 .i - 2 . \ i • 'r J -- ._- 7 145 o i. P� ,� t. �: r. 1 (..1 �' -/ 1�2 L_ vW ;�. , _ 5x8 3x8 1 3.61 r .• _-0-4 6 -- - - - -_ --- �., t: �' _. I --- -- --- - - t 61118 ?3 *x111 2 3x6 20 19 i s ' 17 18 15 Jeb ' 114 ' t Jt16 1x5 4x6 � x/: 22 :1 20 19 18 17 16 3x1 4x4 6x8 1x6 � 3118 3xfS8 4x4 �i t' 6x78 81116 ' 21 20 r 19 18 17 116 15- /4 ��•' 6x1? ?3 22 ?7 20 19 16 11 18 2x1 6x8 4x8 8x8 - Bx8 2x4 3x6 3x6 3x1 3x13 6x1211 2114 1 4x4 6x8 8x8 Sas _ 4W _ 2314 ,. 3x6 3x6 3x13 3x6 6x T2 4-8 4EI 1x8' SaS 261' 1 FMP ANU PERMANENT BWAN-K AN SHALL BE DE SIGNED BY QUALIFIED BLDG 3x6 2114 1 1110 DE SYGWR AND APPROVED BY ARCHITECT,PROJEC l ENGINEER AND LOCAL B1 Ori DEPT :.A✓ A'I;)at NAAANL:NT IMtAGING RAN L BE OF 51GNF f)BY QUALIFIED i(� TEMP Ar•4,PERWINENT 9RAGIN"PtJW 801AL1 0E Dftl(;Nkq BY QYu fE0/.DC; TFYP 4-p PERINANENT BRACWG PLAN SHALL BE(]ESK:NED BY QUALIFIED BLDG ;r yrxfM N AN1)A1rPe41211ED 93.ARC/aTEC I INOJECI 11/4:I.4EER ANO LOCM BLDG PEP t DESIGNER AND APPROVED BY ARCHITECT PROJECT ENGO&ER AND LOCAL BLDG DEPT 't -1 , 1614.11 4 1 44.75 51.10-13 �_--- $1.1 1".il 2i-0.12 75.5.12 11.74 11.10.11 f0.0-0 `' n-t-1 15-4,1 22. FNSIr:;NFRANDAPPkOyFDBYARC►IITFCT.PRO.3F 1 FNGINEFF 8 -, j4,• � __ 11900 __-- 9.12 35 5'12 w•1 t. S--t5- 60-0 6 Sr r IjAL BL m, OF PT 6-t-I 7.:1.1 4� 1 44-7.5 01.10•'6 60.00 at 1.7.11 9 19 10.11♦ 0.1.9 1.2.10 8.1.1 1 I t r-110 I5.1 1244 614 7.3.10 at 1 ••}1 12-0-0 9'11 7 3 10 11.1.1 11 1 I_q__ ----'-- +pn•aoTl� t �tltiaf�f>a�IIC4,�gj�Lpoi4a gpal a1-;241 A►AJI1o21a7{jITFl1T Tt]a2�Lg0 t>�7ihifri�l PFarOftnlsT)C.YI _(i_1"_0.FvT___ _ - - -- --- ,.. �laroewLE.�vDU+aca,1 4.to„•o1P117ourRnp lO.ata pa7oor.q 1T-,-,11160+�pt+lIri9T49''1J,1+3 1a°'7�1 +,. !as¢4:1_!+ >t P+atrOhxrnit.r' 0-2.1 C 4 7-3.10 4, 1 _ -- 0OC► UdM IUITSS DIB► T �p d cla -j 4 -.-Ll_nvrTiB _� 2 2 ILIA 0.47.1732-0.D-1-4rIlatP7.6Dz lTTzTM- :0.2-0) •170.1-0,0-�.121.(1110.1.8.0.l.r4.T►9b4-0.E .�-- _ _ ►aaaeesrra r a►Aca4c 21.c 76 v L n lute pop PLATES Gate 30-0.12,0-2-0' �260&12,rrl 10-0.12:62-0, 2D,0412,a2 71dd•2.d2.0.13400-12,0.2-0;,(7604+2,42-0) 1 �t�Clti 43.11 I" t3. MMt r tac ere KAtEt 44-► - - - _ @a,w +n c _u vertu, o n ,� -6es Ando 22aTw LQADMO ! 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Mas m) 29 94110x0 Cafe t t l 1tKa s71-1sr)1-f'1-001 {12-4111►]th12a4 •L•+44 F40.23.4 61MtIN►76.1••1•If�+7w.N-111.1106 7}11-.• 11107x11 FORC[60b)'rrslLosdCaseorry +e II Tho "a%"bwawA••bwbwnc•a Max UW 2.1158floedCan12 111•• ;:156 p,ta,as bow,*1116"@ or,weewo@ low"migown i 1 ?• • as w Wleewr ) ltlel od cash 131 +?•-953aj c wee 7 t) 21 tt-s eua"«ewsow"led No told lead h110 go"rift a]60 Now"VVAV om vew6 6 110 w rt=4"r,A=come DOWA.wow oowt�or I ,w 1-r sft"ow TOP CHOR[i 1. 19.2.]••1118.3.4.918.1.5.,0/9.5-6.194067•t9J2.Id•-917.6.9x•1037.9.1x•1003. �e;,., nrn•1-u•1'ierewn r.:pveaN rgwa•6rrrara u:eD,aro,lana,•»,srurpwa1►,rue,ercall4vaala erats.a.ro'oor.r tenom rnu.aa.r to„tf.•m^+I 1-o- �::•�+re,rl•,SI)tbatl cap.)>,te•a2S9(Losd 1:x10 e) tI:202opua;i 15166! ,rr,o,r ever a a.w"L6.0wtay l rse�e 11rr.r tarot-0 e OWN the r of w e rat eoww C AKJ' 1-r 1aGAlieE a W welw O es,er.ws..w 110-111-3077.1 1-t?•-3fl06,12.7]■t 9 aurwurr xwwr an n OML my w1pvV i.cr06m 1 uriore W"d onwrwort Ir r t'V W A.r aVoeue C ASOE 1143w UW,AN3re r Ono.wW.Ms o,awe"1-n•,Ir1. 1111,wrrle@e•rlrw sa,nM saw Nywltrweele�lewd Tlr~oawrsrss7nioden Mrerl�trowees,710 SOT CHOM 2.21.105,20-21.106 19-20•-027,18.10•-928.17•,8.41,Ib17•1900. '5,16.1901. 14-1S•2801 " I.I rw'w rrelr.:n.rlo x01'/1114 sr a:1-,h am.0 •.OrsOb x1,11 •t'a lwrr t)�l wort r,lT.r,oNpr6 lwp rtttyyr,)] iORC'Cj1101-".Load CaNO IIwAMai 1611,•s+r1i11rlsam"rtMretAe+es«dwsew+6rrr,r«rwrts.rrrrerglsrrw WeraMvwwpwum-vtrr'tsrteweuslt.wrel A4•.r. 12•tM2804 a )wAllwr+0 tk.atrwryanOWanomcalfwaw ofinswwlww+.vw"Moeca'sDoAw.do"PC6rt use powtrnvaws,wo•a.N"pecort•+w•oa• Aspin �UPCHORO 1.2.9 2.3••253 IABD? 4-5.892 S8•1N7.tr7,,965 1-8-114 6-9•-1]2.9-70--'5411 w1-r t61a•w0"a rrt61 ret-y a owwrswrele e N te.Wy ov eater 6rf.a r a w••1 t omq kuwq e a M a alba♦♦a't6nw.aV,rteet,r b.sr't6 Gerl'w' ►w r er.r-M.Iter♦aleent 1 na,.s,rware'8N♦nett WWWW PT Ve VIM Ot,.J1 pr•,Y,6 @rep, r aerrtr bV a q..IwpO ee4OW e",+re.d C,done onw.er WEBS 521.218 320-4,104,510x799.4111.10111,618.185,7-111.1916.7-77.1809 &,7.150, ,)AM e4.4WOtdse•oreN,Ar•qua 10-7,••,518,tt-,2•.2459 12>13.9 ,;"t+w44woanase�,rtr4,aooaeee.sats.wao•rnlblsoms,.am"oN„swesea Inoa:o We um-od BOT CItORO ?'2,=239,10-21.249 ,9'2(1•-057 ,e•t9•fi67.,7.,11•-5,4.1617.14811 tr•16s1466 14-15-7323 4111 t11sr M 4.11{aoI,stew ulnas atow o 9.11.•1115.B'15.409.11.1 Sa-964,t 1•U•179 61A aw s saucow•oL I,-les ser,arra b N esa,ur„ar.1r„ra. 12214-2323 itlsfL640rss« setoo11neMrertnsMlseeerrwtnrwrl+trrewrr••eMNte6et6s +aa uK44 W!k"M Rqua6lrrNyr»OWnmoo o%vtpuw rr+ptewromnoe WEBS l-2Lt52.110.968 510.505 5-,67252 6.76=aH 7111••2674 7-,71-'7 1Y1thr i 24-110 6sw •6111 .rete,,Meet. 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LOAD c u6t>ewarr Conbson I sntioaed tAledaq a wlrMn110nf,UO h try 60 n.4 h♦-gown C ASCE 7.93 per UBGAN3196 r erld vtMttlab pr LV~Illarsar•+,s PW rx-e.•e•1 1 s I I Tits truss has been Uieeaed to untiaLerrm toed corldaun4 21 Ttks Russ nos been t)e.gtep for 01-world Ip•el{ 110 6.~twleew I Is P,wt attr'GB•a•1110 Q Mawas•Lane (M1 canYlevers 1x111.Otey am exposed b.rrW 11 pordles ertst tMy ate Incl exp011aid b wr+d Tho Wmbrr DOL trtt;rtyee M 1 33. 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Q; 1 66 O� 41 W ARNEdG+Tns unuwaly Inrtp span yiyor conf,gutaw,01 th,s truss reeures in,t er,reme curb 1x11 ust-,f n its aW1;a,e, �+ 2004 1 6)WARNW, `ootared beerrp*In at p,rysl+e greater than a+put bearing at2a 1 / C�ffrr`� Use proper is'Itponalan,u1EDade,p anC arecltm"W'aa6 AfI1/0 W,114 roDu•eC wed Ialeril(la17rg is Opm'rxirr©1110 t'. � � ire -•••y 2004 TbL 0-+,0 com scYa En6Ls6 1nat:+ver-al b,o*%bm`IM9 Is dasgnsa b1-a cxIA14,11a a lgner W VVOC.a,lading 1)1hs mtlrss nos been d6angrted wNh ANSVTP',•1995 awwr 200-111 � S)All pu4es are 214 11120 uMea►otlwrww ralcated 2004 " ' ' 61 Gable aids spaced at 1-4-0 oc LOAD CAMIS) Standard 11 Trxs Vlrss has bean 2estpried+ora 1C 0126+bdtom 1-11x0-Ova load^01-Gar wrrent w4-a ry taper,Ne'odds Pw TaD1e W 160 J 11 l xrlor etoraaee=, ,S.Plate Irtcleas.t.t5 USCAM 4 !21.1 tlrlorn+Load6 u71r) �� q �7h `7.`t 81 A o,,te rating reduction of?Ox oat neer aPDewd en hr wvTw lunlbr.,me�tele,. Vol 1-7•64.0.7.13••64V0 2.1fta•2D0 117-18-•700 12-17:.200 J1- 1 91 WARNING ReOuveJbes Wos,or,nanInput bea„ngstm !7H 10ti �.w 23, rlrng alae at,NSV10)116 _,10` t 0) TM buss neo been 064'riW.1-N ANSYTPI 1 !995 dnerta 21 _aAlxlat.11 kF�tro'� �a ��W►r(�`v t t) This it nos been 0-111,0.110-Fa a Ivy drop Clad d 5400'* Cont truss b restu dray k�Ws almg twctnm mora,ror•1 2P/Lyt_�� Ap li'nln,. tr: ,J•f nantw-irri„.t,h 3/[!pK fill.(4A'D Rf1'fR1E 511,E BFFfIRF 1 Ii At10Uet S,1002 '2 A `41'%I1(, t,,:n dn•L^r led wn rrrrl and RkAD AYITfS UA 1H1S AAII RE;FRtE�IUF b)Fi1Rf r If f� �W A AARA.IVG t'r. f, (if jq" a,,,rn.irri•ndAtADNOTFVOKIHiSA%DREAERSF. VDEHLF ONI U.5f August 5,2002 August 5.200? C&LOKM2l�rifvdrllXepetantrierAorWREADNOTESONTHIS AND REL[.XS[ l/ t U[,Fr1RE t tF. rt Daqt,e1-`1st 11th ata•Msae-sr.,easn law ttee'Ir'•rase e",icer wtwrN tete.. 44-•r.r-tckrsr naw^•a•c a 1"4 a•1-..,,tree fa,.i•cr,.mlamer,a seew,"'W rt«er•,00- :,.e r b 4,tnlxw@w1 Aug usl 5,200- A""@spear"0 r"am"W rear a.•etNy•N�''a UW",•acct.&""".•oar o'&",? 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Subject �q 7 �r 8 �.�� V1) ENGINEERS INC. Subject �/ ` /1�.•,//�_ By C,�c- 1) ENGINEERS INC. Subject �+ 2 gy G,�G. ENGINEERS INC. Subject = �/o�'►'� ��_ (?v G•i By dr 1.y t" / ?s/ �j� �7iq/i�✓r$ E V/ .o,/ �= Q G 7C/G Qf .�.j � /+y�/4s"� ��o �_ /J Z�/5'r �:.� .k.�i.✓(e. ��,✓-.r �/�. � /f�� 4.,5�i�� •�1� � Z.3�9Gow.t '`/� LA/ o z /�•�� a�o� _ v� ab�io.4� /43 - ....• . •• '� - �� GG>f 7.x�� 1 � G ,e � 5 I • - -4-1 .... � "V /Cf MO r' S r s ��_ •'• +• • liC'J� G7�/9i�/�. •' " / — �/F en y G 1 � � Gam. o•.�,G i :•. ��• •, � ��'.>r�9) - 1S ..sem r i / ..... ..' ..... Uu l t�'� Tao /� �.o!-�rc.F •. � � � 7 J • •'7-�,5 ,4'J ) T � /CXR �..•..' •••• •. I �� ..�..� 7v -...�/,$�' ..•.•' •• G✓mac `3/`SC��J _ ,�l�'2'�� votoos ..•,. .....• .•..• 7,� -_-- �=vJ i3ro - � � /�g0Odt ,�.�'v 2 . 'E' .�,� o ri L' �n C/no�.9�G iy aio• 6. 4 � t � • T�^� • �.��•o'' � Mit 9�� 9 Zofto �� o USE /- �al!s �� Z /O_. 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PAINT AT PORTLAND, OREGON 91229 HANDICAP 5TALL5 503-643-5151 DIRECT LINE y+ �' YVHERF SHO VAN. 503-643-5156 VOICE MAIL — 303-62(o-0621 FAX h Z. MIMITE SYMBOL ON CONTACT: JACK STEIGER -` 5U)E BAGKbROUND W ARC+41TECT: WADDLE DESIGN-PLANNING-ARCHITECTURE Cr 19:1 N.LL'. KEARNEY STREET 5, SYMBOL TO 5E PORTLAND. OREGON 91209 WHITE TRAFFIC 503-221-:003 1 PAINT. 503-221-1109 FAX Y a1 CONTACT: JIM WADDLE ' . C37S STRUCTURAL CONLEE ENGINEERS, ING C ENGINEERI 1308 SW BERTHA B'_VD LA- PORTLAND, PORTLAND, OREGON 91219 503-244-0519 CD b 50'3-244-1023 FAx I Z N CONTACT. CHuGK CONLEE FIRE TI1�Cs 3'-0, CIVIL GROUP r•°1ACKENZIE Q Y - -- ENGINEER: 0690 Sw BANCROFT STREET CIL. HYDRANT - - - PORTLAND, OREGON 91201 Ida 503-224-9510 7C 503-228-1285 FAx (:ITY OF TIGAhO SIGN CONTACT BOt9 FRENTRE98 Aonddio aliy ... _... ... l aJ / For only the w pprasol�SCnbeti�n � - I"•20'-0" CONTRACTOR: KAUR-fAN HOMES, INC Y PERMIT NC) f ZA07- QcQa • See Lo or to Fvllow ( -- 1295 BAXTER RD. °.►E SALEM, OREGON 51306 Attache I 1-503-310-F+390 Job adr J} • 1-503-310-213i FAX Ry_ _ _.__Uale .Tf t O \ ` CONTAC-t: DEAN KAUFMAIN O %JTY OF TIGAR0 0 (Y Approved G CondlUanally Appicw.�' j For only 14 -o `70pZ �J BARN PE Lallor -s/j� �'�J U IN1�EX OF ORAWI�1Cs8 See Lathe 1 U rack Job Address. ^.._.�_— �(1 Z 1 I ^:. V O I ` v'� 41.0 COVER 3+-IFFY - SITE PLAN FY_---_.._--._._..._._.,.. _ •},qtr O � o� \ A2.0 FLOOR PLAN - SCHEDULES ~ O 1 A3.0 REFLECTED CEILING PLAN k 2 POWER / TELEPHONE 4 DATA PLAN 0 u • 1 ` \ A41d EXTERIOR ELEVATIONS 4 15UILDIP44;s SECTIONS i 1 UE- TLA D �` ZO A$0 INTERIOR ELEVATIONS u Cm 1 A L a 0 1 �� 51.1 FOUNDATION 4 FRAMING PLANS I ` 82.0 DETAILS Q1 12'-6"Wx8'Dx5' E,IGN � � CHAIN I IiJK FENCE • TFcA&,4 ENCLOSURE 25'x15'x5' HIGH ` CIAO SITEGRADING PLAN WITH 13'-b"x9'x4" C:c7NC.RETE PAD CHAIN LINK FENCE ` C2ID SITE EROSION CONTROL FLAN/ NOTES 4 DETAILS PROVIDE (2) b'W c;aATE9 WITH PLAY AICA ENCLG9URE L 1 HASP AND PADLOCK INSTALL PROVIDE 3' GATE WI1 H &-ATCN C50 SITE UTILITY PLAN VERT. DARK 3REEN VINYL INt1TALL 11NYL SLATS ALL 4 SIDES ` �l C5� EXISTING CONDITIONS PLAN V o I v a SLATS TO �VIDE REQUIRED `i� LIQ LANDSCAPE PL-4`1 `~ PF'c'�POsSED PROPERTY LIRE a SGF`FENING. - - /" __—_---__-.A O `, - — - ,.. _ .� 1 G I J .z 1 �' 1 1•LAY ATEA = I NEW 4' WIDE < - "� SIDEWALK --- 1' EXISTING - ,' ' �`` � b" CURB-� _ .•t. . ., ` _CITY OF 71Gpp0 O RL"'10VED TREES TCdt: , '�� (WHEEL ,i: r '' Approvod. I (5) TOTAL i }� •� -— _ !.^ - Conditionally Approvou I i . . - ` i"ot only the wor as dr•sc�' (3) 4'x4' CON-. PADS PER t WC1. iiQ 'Z ' O !.7 w SITE POLE LIGHT — ~) , - FOR COMPRE88OR \ See tetter to Fol�(ow -• -.- �: . \ AttacL �1- v w LINE OF — }p, r 1' Job ted a Dete _ i OL 3' WIDE GATE R _d "` L BUMPER f / ) qqq 36" TYP 2 - - --- _ f l PROJECT PATA � d CHURCH i - - r `: 6' HIGH CHAIN LINK FENCE Q �•- 6 CURB :., MOUNT l2) PARKING PLAY AREA ENCLOSURE ZONING I-L LIG1aT INDUSTRIAL I , (WHEELS? ) - _ W a,G�ID ON BL INSTALL VINYL SLATS LLl --•\ :I' ` LOCATION SOUTHWEST BONITA ROAD 4 LINE: Ott INSTALL RIBBC I I FULL LENGTH OF FENCE 8W MiLTON COURT _ _ TIGARD, OREGON Y L_ dP�Ft , - BIKE RACK FOR ��, t ` J O RNANG J0 BIKES' � i '361 nP. � Q"° < __ I_ • I - _ _ _ 9�D'-il 1/l" _ MAP AND TAX LOT 29112415 OISOO, AND 25112AB 01901 Z t_ � ../,'; r I I ; LABEL bPAGE 1t. -..,C Z2\ "RESER�D FOR :� A .k. - USE DAYCARE r L LU Q3 I V,O,N" _--- DEVICE ANG LLUMINATION ACGE ABLE :''�.�: A�.'::; 3' WIDE GATE ` _ OCCUPANCY GROUP E'•3 � �' � TO THE CITY OF TIGARD BLDG DE T. Lu EXISTING PROVIDE PAVEMENT :•r•_' ':','• •. .•. • ,. FIRE ( STRIPING, 3" WIDE_ I . - 1 OCCUPANCY SEPARATION NONE HYDR/tiNT i WHITE, IN PATTED: r,.: - HC RAMP: 3 ► z AND LOCATIONS :I . IlAh1P ELOPE PLAY AREA. • _O " f`; 1:12 MAX. 1' 1 CONSTRUCTION TYPE V-N W y u• t• �' FLARED IS CpE",�_---- - - — -�` 1,12 SLOPE MAX. IBUIL.pING AREA: 6,480 9Q. FT. 2 - 1 � 1 SITE ARE,+ 30,204 50. FT. 100% PROVIDE 5'-0'' CLEARANCE BUILDING: FOOTPRINT 6,4x0 80, FT 21% N BETWEEN EXI6TING TRANVOR!"IER PAVING AIE,A 10,134 SQ. FT. 3iP7f. R0AC 36 PAD AND NEW CPAIN LINK FENCE LAgMSCAP4 AREA 1,120 FT 26%S.W. BONITA ROAD (COUNTY # > PLAYGROUND AREA 5,210 60. FT 1-06 0 NOTE SEE LANDSCAPE PL 4N8 Q ' FLAN '� FOR INFORMATION -4NEw STREET tREEb �,ND OTHERLANDSCAPING ITEMO z �c t� - - - o rA w� RECEI v('izD �� Y 1.11` 1jV�U1 x EXISTIPIC's Q FIREa Mllton cI7Tt't4' iu AlmO t. 14440 f .. HYDRANT 91'(2002-0000e,S UP2002-00067 37 or so .� FILE:0060.341-0.DWG 77 LtT,ll! hill IIII�IIH I ! I It t I 1 I I) I �) 79"patIIII I� III 1111 Ilii Ilfl II11 I II I I� III III (I I1111111I III III I II I II I Ilt III III 1111 I II I I .i-flll��lil (III IIII' - C m 10 r 1 12 IIS II4 I le I II7 II. I 1 2I I t 'SIS 1Y4 EI!a O�P,�d ' 210 + 3I0 Ine •I oa a a` +r' :q. �- . . .. - ,,. ..'til 't*. t ! ��'✓K:l. ) p , ;., t,'..�-":.' 7h; .appp, ,,:. , Sk.• -:...:. ! '.. ,,.-.- .;�_.. r �i.. x<y:v" .. ,l,+Gj: '. 'fel....;.� C ,..h.�r,;},:�. .a. �' ' • ' .. � T ..'� 1 �1"•s •„'.° '�iy7p'�,. 11.' y3 '1rA¢ ,..^,�f�'s a !': �'1', ,^,rs'• ^9Pm^rr'ant'^`*°'+4Fi•"'.---n-•+.r....-._..,..-.-._ ._ '...._ .__... _ .- � M1wa ,.. -- - .,,.c.• ... ..• w r. Y IL A ew 4 • • • • • . • • • •• _J lO� �'"'y G7 L0 TOPOGRAPHICAL SURVEY `~ µ3j Ln d • • � � � • � LaJ Fes- \ FOF TRI IIJIIT I II'IC)VSTRIAL PARK : .. 1 • ••• -{ •/ar, y Y �II �:T I, 'EI:IIIITA IIIO'_:STFIAL PATI VI � `J \"L{ ;rI THE H;--I uI; D,L.::. . ;'D 4-1 IH T-IE Ii E I/4, `E':Trl_IhJ 1 TINS. P 1 ,V, '°O \ -c = SEPT. .7. ;� NOTE TABLE � I'JOTE DESCR!r�TI _ R M ELE'V I.E. ELEV SIZE r .. U _ / LOT 2 51�='RtA M-- 152.64 N. '40.74 24" f E. - 14i 194 24., S.E, - 140 94 '2" � U / I �� (DZ SAI`,ITAPr MA;;HO-E '52.41 E - 13761 i2" T Q i - 137 a '!, / \\\ r1 N. = 138.81 m 137 41 1 5. �I rZ }I CA71-H BASIN '37.33 W. = 136.28 12" U SANITARY MA/vr,0�� "43.99 E. = 135 59 '5" ? CONTROL POINT TABLE w. _ _ z �' 1 -E GE CI a �LE ,G ,•n2 I STORM MANS' '4d W. I PI• IJAIL "4$ ; E 14C -= r'• / . I IS` _ PI HAIL 13� _; CATCh BAS.N 145.28 N.W. _ »_ _'c `,. -I I � _ r — y - IJAIL 111 :F J SAa�1;TAp'v MAP,,""LE 137 68 E N� W. - :Y: C/) 1 1AAt: IJAIL 4`- ''' J S A MA OLE 136.6 N - 12" IINT W � ` I 1 N �' T C.V H E -r. �' PEC, i t:,I•JTRI.IL CAP 13- S' c PED r_1IITR(')L CAP T:I �: -L 130 N.Vd _ J_ i2 :'1�? C] R I ^g1 SA' TAR ,' Mpr\,�, ', :7 • // �'' / I I -- t;. TE_. S w = 'F 2 87 12" OLIT VAULT • - '43 57 8' N ( ;/ I < I \ _ STGPM I`AANHOi E 13' 14 :, '4 12" ^J X / `'/ I CL I I BLS �CL BEppE,fHIIO FQIJIIDAITll:rt; vEREu 'w T r. C. r _- 'S - >4 14 i2" 0i_, O ~ � - SA .� AR'f l�A dN.__ 1h. _ N.E, - � 18 4' 2 , J 5A, IIT4P i MANHOLE J E '� APE = -- 2"• a MATE DUE TO LARGE :Oi.0 E N - 111 �� 6 I 112 CIDJITAP a HATEPiAL FLCrwIt•JI; 'H�':".'.H _ S.W. 11 F5 '6" 0 / c I t. I n c- r: % ST`-'Rlf ^G" 36.14 E. - ?: '9 2' IN ( , U PIF_: - - �.J � ;/� � N t . .,� ,2,. SIU ,. o f i Z�� - B':l.11 lDAP. , PEP PLAT OF rg':I'JITA W 7 •4 12CID IN I )I 1�_TRIAL F API•;" c 2" BARN " / I NI 135.66 E 441 OZ xI ^ATrH BA r� 134.87 `�f - _ � t2" LI T' ~ v rEEc 251p i51 ZT:R"�! MANH':_E 136.31 - 12' _ T 12" I o 12" iN TRA( f ,•I_. /J/. I W I I �Z :o' S'_P'A MANH.ILE ¢F 13 — _rt nJ 17.. T co IN 9s IrJ Q .N = •L�a 7 0 12.. tl 1-J T a /LEGEND / -�� BAc t., - ^ 15.7c y - 30 45 12' 3 ® = CONTROL POINT I �' _ TAF r IAAI.r 33 S.'.N. ;`3 59 1?' g 54 1 4 ® = STORM MANHOLE / I i {— (3) = SANTIARY MANHOLE „ I = ASPHALT '/ / I ` - - - . - - Z = CONCRETE I \1 ' �� EhSrE WASHINGTON COU'JT E =�r: ® = WATER METER c _ ® = CATCH BASIN I J _IN - • = IRON ROD ... .. �I _ BcAtic CTS IIJ ��'tJ�RET= SDE�.ALr AT 'HE IJLiuTHWES7 - = VERIZON MANHOLC / I _ -� , :T ® = MAIL. BOX / .. .. . . I F_ _ T ��_ ^ ---- x— r—= FENCE / ... ..,.... . C~ GAS VALVE v / v .G< Paa PGE LINE , --G•s—GAS-- = GAS LINE S0 / `8 t� = GAS FINK a .•. . ..• = POWER POLE - - - - = POWER LINE ='{ CURVE DATA - - — = DEADMAN 5 89''7'03" w 50.00 ^ © - CATV PEDISTAL ,(e a „ . ,. .... = GRAVEL ,' - Pump ... ... CURVE DEE-T4 1— P.G' E METER I :`�' _ HOUSE (` CHERRY 1" - APPLE ' I x Z• w - HAWTHRONE / I CHURCH _ GATE VERIZON LINF ., ... .. - --- - —s WATER LINE I �� i (_'—_. � = LLJ FIRE HYDRANT o _ _ Z J V 3 o f I �c:;ISTERED 1 p ►_ = WATER VALVE I o 6' . .. ... . �� -r ESS ONAL CO/C LO�'MC n I I - _ L H'JD ;-,jP EY0R cons 19uc I Ion �_ 1- -e- = SIGN 3 1 LLJ - 0 - IRON PIPE ad ..... . . C V I cC�, Inc. Q = BOLLARD .. ... .. .. -- X L0 • 0 339 W MAIN ' © - GAS METER 13 Iz 1 G I �� I SEG,'-) KI �SBOPO, 0�-' tt,, '' E / a w 1 13. 1479 a a� Lu -a - RIS R 1 �g ® = WELL JG-'. ^A PETERSON = DECIDUOUS / 1 - / 9 / 3 I I r-- �. ` RENE'A y 1 2, 3 1/0 0 JOB # 0008016 = OAK '� ' 10' SLOPE EASEMENT RECORDED IN DOCUMENT NO 98080_''4 S-- 'tiEGN PACIFIC RAILROAD PGC • • a • PEE —PGC i -cG _--MIC_--_—•F'�C — __. -> F'C-•-- r-}c PrP ---t�C _ r C «:C_'— ' •"' • PEC---�P,,E C 1 / •• n 'ti-.—+.PGC. 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FNIbw MAT'L FIN161«4 MAT L FINIS+-+ MAT'L FINI$NI tDO CLA66ROC r- CPT by RD Cain PT Gue PT CILLS PT CAM PT GALLS FAC' J �• ID! CLA66R07o C:76v RD CAM PT GLLS PT GLLS PT GuA PT CauB FACT 02 G&..AbSR00P- �T Sv F3H GNS PT Gu8 PT G1ls PT GWS PT GLLS FACT 03 CLA66ROCM GP T by R5 GWB PT Cam i PT GWB PT cvW5 PT CaIiJB FACT .04 CL A661�oorM GP•T 6 V RD Csa.IS PT j a}.,5 P'' CAM PT GILD PT GUS FAC' IDS CLASSRL�' Fov RD Caus PT Calfs' PT GNS PT GtLC PT CAM FACT -�RB GWP! PT C,I18 � GLLS PT Gui6F'r GLLS FACT ID- OFFIC,E R3 Gu8 PT Cal�B �•T GINS PT GWB P' GLLS FAC' 08 vEbT'5uLE MAT CL LZ UALK°� RD CAM PT GLLS AT GUS PT Gwe PT GWD PT N ID's RECEI&IiON GPT R5 Gue PT CAM PT GWD PT rslLlS PT GLLS PT Z Z IID I•A... GPT R5 GNS PT CAM GNS PT C A.S P' - CsLL15 PT Q a Y?J *4ALL CPT R5 CauB oT cam R'T GWB PT GNS PT GWB F'' D Z =` 112 CLA66RO01" GPT 6v Ra GwO PT Gwe PT GILL PT GLLS PT GNS FACT (.3 H 113 +-+C 5'A#F: by R5 CANS PT CAM PT GWD PT CAM PT GWB FACT Ln LLJ n4A K'TG by RB &I PT GWB F" Gu8 PT GWB P- CAWB "4B BREAK GPT RB GAS MT cv.B PT GWB PT GNS PT GWB FT IIS UT I L I T-" Sv RB GUS PT G le PT GUS PT GLLS P' CAM "'IT p 116 — 50YS TOILE' ROOM Sv RB Calf PT Gil PT Calf PT GLS P' G1is PT ~ I11 G11�5 'O;iE' ROOM 6v RB GNS PT GLLS PT GNS PT Cath PT GIW6 PT d , O Ile MI,LTI PURPoSE GPT R9 GNS PTT GNS IoT GNS PT GNS PT GUS PT ? 115 RESTROO 1 Sv R5 GUS PT GLLID PT GUS PT CANS PT CaUB wr V iota- j V . TwDOOR SCHEDULE DOOR FRAME REMARKS 6- xq i 4-5x4-m gvX4-0 b-0x4-m b-Ox4-0 II p o No. SIZE TL/( r.r!fN4SN Tr PL• •Mue•+ OCT" { I IBA IDOA :J-0 X 1-0 1 y4 A STAN wM PAM 1 F ul I ~ I BRE.AIC UTILITY 4� I SB TI -FUR'POSE GLA861�O^Ohs Qs, bD5 3-® x -m 1 �/4 A STAN Fi?•L PAM * 282 SQ FT. + tJiSl �6L_ �G_ — tDlA 3-D X T-D 1 y4 !! PANT w•t PAM - ' ' !S24 SGL FT. 5w e� v uj 015 3-D x 1-0 15/4 a PANT wt PAN' SWAM o _ !,I� ,rte 1� It o 1� 0 7ttlTALI Ep TO --- w r ----- 1 �0 1D2A 3-0 x 1-C 1 +y4 A STAN 4-kM. PAM �T LI I s 1�E1311SOOM F 1025 3-C x 1-0 13/4' a PANT. Wt PAM I ISkAL'SCNtr 1DAA 3-0 x ''-0 13/4' A STAN wM PASJT D _ yVWIA o o _ _ _ - - . (L e 045 3-0 x ,-C 1 W a PANT wn PAM = v£ST 1Cl TGHEN 3 z CHKE E3 105A 3-0 x '1-0 1 y4 A STAN WM_ PANT ; : REGIEPI- J 1055 3-O x 1-0 s�s a r'ANT w-L PAINT ___ ® C 1[� • ` - • irk`D I. I01 3-0 x 1-0, 1 si4 A STAN KM PAM 1�A r !1 A � � � :(} _. .r+}• IOOA 3-0 x 7-0 1314' G AUl"1 PANT f4. 44P Icier -:'� x 1-0 113W4' G AL1Y PANT — 0102 I © GIRLO _ ;_� ' Lu I'D 3-0 x 1-0 19/4 O PAM MJ1. PAINT f r r •n � - D v - - - -�� ' it - - - - D — t 1�1A 3-0 x 1-0 1�I4 A STAN NJ•i PAINT I - iZ5 3-0 x -D 1;IJ4t d PANT wt PANT CPT wy,�. HALL �J 113A 3-0 x 1-0 1314 D STAN Nn PAI►IT •�• .y - •� --+--r- � +----- �� -----�� — ��rC �_.�.-- - - -+----- 'R- ,rte� L STEEL w�' .�...�.,.... - ----- - 1135 3-D x 1-D 1.W4 D STAN kM. PANT FENCE - - - SV � � 0 0 B 9 • IIAA 3-0 x 1-D 1 LI A STAN kM PAM A % GATIE� D CL GLA^ - `T D G�A66RO'!Cx"I X IWO 3-0 x 1-D 1 3/4 a PANT MJ'L 00ANT 1 `A !_ATG++ � * - - - CLABSROOI'1 �,p CLASSROOM � � IO�ASD Q3 110 ba FT. 56' SQ FT. .D IISA 3-�1 x 1-0 111/41 v STAN ►rlra, PAM ® � n 1135 3-0 x 1-D +3✓4 a aTAN wt PANT ' •+ .___-- --- -- ----- l i 118A 3-D x 1-D 1�4 A STAN «rs,. PANr �1, FIICar-+ , � 1 -D x 1-D 1 ys a PANT I+n PANT I � 10'1 SGL FT. U PART. by : 3 IISG 3-O x '1-O 1 ;14TD PANT Mn PAINT -- --- -- - -- .. - - - -- - --- ' I REMAW6 LEGEND390 Sa OI PRDVIDE DOOR SENSORS OUTSIDE - ' PROVIDE PANIC HARDWARE i ' - /� O e-0x4-0 S-5x4-0 D-0x4-0 8-5x4 D A-0x4-0 _ 3 ---i- S .v p I I I 11 ale n — ! 1 'VOTES: . . • I. ALL D I*"1EN61 ONS 4•-O-N ARE INC WOOD MTL CLAD ALUK STO1�01�R WOOD TO FACE OF bTl.:. -N-ESS OTWERWI&E NO-E,-., 2. ALIGN HEADS or: $'OREFRONT SIDELITE AND RE-"E FRAMES z Y DOOR TYPES NnTN HEAD OR DOO'+Qt4ME m ¢ x W SIDELITE .AND RE- -E +-•E'G"T5 MATCHES DC<M wE[Csw'r �L OOR PLAN A200 Often CL, 14440 SIT 200 2-00006.9 UP 200 2.0006 7 39 Of w k 1 • ` r- � c 1 lin I 111111 1th1 I n I�In. uII�u11 u11�H11 11upi11 In�lll1 I1±11i�l Iul nu llrl 1111 ulr nn 1111 1 r nu ni; 1111 n11111 1111 1 it 11'tt�'IIM� IO ! 1 12 13 ►4 id I 1 0 nt - IQIMee.IGe : 4 25 �e 27 . 5 * •et5 If h r r u Ft i. 1'. 4A } T 1 �a 1 P, t' N wz° y k +ra 1. byIf� J1 a • q i ;u'i r '.� a '. i ',. , .. ... ..' . .. ". .. r la., 1,:..: l • .. . .. . M .1.,. 1R Si.yt 5 r iR �U t i .1•i, • • Q �J a W 1 .771 7 00 i' Fd :Eta -�'_�11: .. E4t. ' ti ..:,•` . :: a :.. :.. .•K. `: LEGEND - < F- A i. GYPSUM BOARD C._I L NG �. jr 91 ,.; SUSPENDED ACOUSTICAL CEILINGp,+ •1' 1 p ■ •S, •r' z r •a T I T Y 10. X R ;. OR PAN WOOD �.� '•.� D. E E P E D L Q W. 1 C •• ,' ju �Oti�'' 1'/111 SI i.M .`■ �.i- 1 4- — 2x4 FLOURESCENT LIGHT FIXTURE Z = - Q. ' •,' �`. . . - . . .. •e. TRIMLINE, SURFACE MOUNT, Z TUBE C7 c•ar�'! , JA3 I 1" LaJ 1 •. 11 r -N'i — � MOUNTED F T LIGHT FIXTURE -�+- L ; . WALL OUN ED LOURESCEN :, , . f' 4 ti ITW IMPACT UA • s'•` .+1 W GUARD ir. �'ji:' '+ O • ,'r• 1" REGESSE^ DOWNLIGNT ,... ` :.. .:. .. ',� :�::�' , I. . � ',; `,. 'j CEILING HEIGHT AFF ( , �: ,.• i• �;' `/;. -1• . rr \•, CLG. NT. 9'-0" TYF'. UUN L v ' r - II. \ ,,. 1• '•. : `' .• '' _111 '!ti •�.�• �'^,: .ta:•i' EXIT SIGN al Alvoll'Aw4v _ ••1 /' fi�ELECTED CE IL INCA �L.�4NILI �IIr I1DM � � PLAYGROUND �— o- - _ _ _ Q N ' O mw ---- - t� .42" ,)C-) «4211 `- ^-_l_ _ —4'2 +42" 14211 GLAeeR001'1 +42 ii � L ® BREAK UTILITY MULTI PIJRPIO6E CLAeeI�OOM 282 ('4L FT. ��1 ® ® om — b24 ed FT. sm ec.�.. FT. 211 J 21I .42° )� to o '� `• }-- r --- - - VEST � KITGF�EN � I 1-_ 0 442' ' > Id .4211 � J '18 -- aoYe GIRLS z M � ® 11 211 O ''"— Z ' • �, WUO HALLlel 48 .42" ® -X12" ~ N a � w Q _ _ — — — _ — _ __ _—AAX IDJ GLAebIIOOI'I GLAesIlooM CLAeePOOOM 14211 ~ W .1 � � � {" •42" ® ,,+211 CL.A66400 1• GIEND lm] .Aeell00�'1 ,le ea FT. ; . LEGE 1 � DUPLEX OUTLET MOUNT • X" ;-IIGW U.ON- 1 0 I � FOURPLEX OUTLETC4 * C ' CLASSROOM 2„ ❑1 INTERCOM - WALL MOUNT EXCEPT DEEK TYPE • -42t [� '42 RECEPTION CNTR •4211 3" sa FT. r ,{211 (1� BOX FOR FUTURE DATA PROVIDE PUL,_ STRING C 3 I � - I n SENSOR FOR SECURITY SYSTEM ® w C7 a (X = R/TELEPHONE 4 DATA PLlAN y, Milton Cl.,14440 A300 : 1u ,I , z1•. 31T2002-00008,B1IP2002-00087 40 of 60 "V FILE: ,"fir k4wY t0�y � �}it ' y FILE:00603A3_0,OWC ' C� III�I11 II: i I{ I I - ,.r'^, 110 11 to Its 14 10 1 i�6 Iii � >! �t1 21 2!! 29 217 29 20 30 wag UZ •� art �k { y Y ;,t r ' 4t 1 V r i 0111 J —Ep t 5✓F Y ' � t IF ,�'�e k i I 7 f d a�c �� ' fdi x7t^ rye+ a rr5,1 n �ry.1i > '04. .. + 'fir,{'. .L'/. ..fiT ✓,C - LI 1 e - 4 IE y,t� � 1 �h A i' t+ i /V • Y • I 77- C, 7 ly A60164ALT GOf'1P-- • • • • `c`a R=. 044INGLE6, •. •• zcjLz.. TYP. dCllEENED RIL�t'�E ••• .•• ,'; Vl --< �J VENT, TYP .:. .' . ' / • ENTRY FACADE ASSEM_E5LY_ - J CEDAR LAP SIDING- Q _ -LOUVER MTL. CAP PRE-PRIMED EA. SIDE PLYWD. SHEATHING 2x6 STUDS • 16" OCG. -- PLWO. SHEATHING w CEDAR LAP SIDING- _ 1x ) WD. PRE-PRIMED EA. SIDE TRIM Ix TRIM AS SHOWN -_= U 'm -LAP --- -- - U - --- SIDING _ - LAP L PTU. MTI_. SIDING 6L - -FENCE SI_ - --- - a --_-_ -- «- �.- _ 2x8 WD. --- ---------._ ---+ V)4 — WAINSCOT — — - _ ----- Z - - TRIM, TYP. t PTU. METAL _ d 2x8 WD- FENCE I -J WAINSCOT a- Y 1 `V RT r � ELEVATION TRIM, TYF. W�S 1 �i•�� I O� I �e•��•((� cy " 1 11 II y �7 2 w 0 LOUVER --� • MATCH D IMS\ �-- • WEST ELEV. O -, - -- -._ LAP - L S \ SIDING L S -- I - 2x& WD. El --_- - /' WAINSCOT TRIM, TYP. - --- rn -- - _ -- - - - — __ _�__..-. _ _ c ® C SC.�I��`�-I ��.�1�� 1011 r ��45�' ��_��' I ON Q � • ROOF AL`F�- — ,�QF ASSEMBLY CEDAR 3 �E--`��E.M.�;.?". - A9EMD • O T - - PREAIDI 9 SIDING- PRE-PRIMED /GE �- ASPHAL COMP. SHINGLES, A6P�IALT COMP. 5WINGLEB <1 PLYWD. &4EATWING PLYWD. 6HEATHING F'Ll'W'.a•. f3HEATl- VG �+ ISO ROtJFING FELT - PROVIDE ATTIC DRAFT Of ROOFING FELT / �- ATTIC DRAFTSTOPS • l`r 2x6 STUDS • 16 O.G. z f b WOOD TRU86E6 • 24" OG. STOPS, • 2 L.00ATI( NS WOOD TRU66E6 • 24" O.G. WOO 1 T U 6 E6 a 11 2 LOCATIONS: GYP. DD. PLWD 5WEATWI14S GYP. CD. BATT INSUL. (R-38) T ; CED/4R LAP SIDING- O Gt"P. DD. GYP. BD. ` SUCH .,�lIT NO ATTIC SPACE PRF-"RIMED EA. WIDE S EY.CEED 3 300 60. FT. ;x TRIM AS SHOIIN � -- - .__._RIDCaE -_ .1 (i ;& T. uD r- EXWALL I R/ 1 CEDAR LAP SIDING PRE-PRIMED EA. SIDE «I I I I I I I !' I I I I tu (n VAPOR 15ARRIER ftYUOOD 6NEATWiNCs 4 Id Q � \4 fI I II I II I 1 2x6 6TUD6 0 IS, ' GATT INGUL. (R-19) \ �, bYP WALL BOARD TOP OF - � ®ATE ,I' 11 a UTILITY BOYS HALL CLAd6ROOM ei HALL OFFICE ENTRY -ATTIC VENTILATION GONG. SLAB �3 L-wl � � (�� [RED CANOPY LOUVER SEE 21A40 Rlblp. IN6UL. • PERIMETER EXTEND 2'-0"40 I y_— �— ---- ----- I I - –'-� ANO ON ' VAPOR BARRIER OVF". - 4" C,OMPA TED GRaSIaED ROCK TYP EQ,p W SECTION A SECTION C z r - - - GENERAL N01 E3 � - _ WO Y _ I. PROVIDE DRIP FL A95NING AT ALL Lr �-- Q ASPHALT r...OI'�iP. I�IINQiLEb WINDOW AND DOOR HEADS. }"L.T'UD. M$ATHM�a >_ 2. 1''ROVIDE CAULKING AND P fi'ROOf''�iQtL•T R-19 PLATT INSULATION F Lu le" TJI • 7.4" O,G• � 3 SIDES OF VAULTED CLC. w BATT INBUL. (R•30) r _ - ATTIC DRSEALANT AS REQUIRED.4FT6TOP8 • GYP. so. 1 1 :LOCATIONS 2 " GYP. BD. •,� � 3. SEE BUILDING ELEVATIONS FOR _ ATTIC IN3UL. M$k WINDOW OPERATION. T. T R-38 CEDAR LAP SIDING 1 PRE-FIRM0 111A SIDE l�ARPIEIt 1 4 b 1 1 ��: �4 PLYVA= MY ATHING 1 PAINT LAP SIDING 2xf STIRS • 16" OC, 1 / // t WD. TRIM TO MATCH C LU BATT INe14L. (R-IS) 1 `. TOpCLF _ ElUILOfNCs ILLUMINATED FROM M - ' dYP. WALL DC 1RD PLATE _-- _— GROUND LIGHT SOURICE 4 I/2" PAINI ED - FRB.TIPLIAR'OdE HALL GLANROOPI LETTERS 4 PlialR ETEIt Fes---- ® �� ® P.T. WD. 1 _ _- WOOD TOIMATC:N '� AT GONG. j 4 BU I L D INC B C4 DRa4M TILE WRAPPED BASE \� ,�----_ -II_OK -_- 11_�II z �c M PII_TER P'AIEWC, WET - - M CWA M4ED MOM DLG. 1^�ICl11 ' FRONT t BACK SIDE o - w ECTION 5 j"1ON I UMENT 5 ICON AT S 1 TEE ENTRY M11ton Ct., 14440 A46U r 31T2002-00006,BUP 2002-00061 41 of 50 >w . lu FILE: 00603At.Dwc r , 4 1 F;- 'NM, br,•.. 'MT's',.. _ _ - - __.._-.„... ........ _..-. ... _-.-....._.____...—__r,._ _._,_._.»... ._ yah :.#;w.,:aM Iwc;a',.'.. .r.Is".�CW.. Wsa...:r1.arYilYru. .v.... q ' :• ....an..,l,,a�,�5'T,t.c..,„a, t:,,'..v � ��M1��',,, _•.A,'.�+ar,r :, ,1C,�...`,�v,.`1r4`.,�,�.M�?.t?�.I5'-,.,. .P .,,,.,. `' ;. <-. .. ,. ,,• ,: L�OY mtlll II11 ilii 1 I ' iiI111 1111 IIII ILII IIII vlwIIi+l•aIi ItI.I awIJldlxi'.aI+•ltllNilIIII f II I.).I•IsIrI MI!',..II,I' I LB 1111,1 Ili,,I i.II IIII I IIII Ilii IIIIIIIcrO II I3 I4 II I, '110 I 0ldn t 2Illllll2ll I 1Illt i!I2II 2,III I II2II 3I I II2I 4I I, I 21 9II II2I 8 II f 27tQM 2629 30 +«,•ter=•_ - - .. .__.-.. T Wr 5 0 r , •J ,r� i9 'n" gig �`'��1 ' , 1 �i"• • r. 1 r: irfy ',y "':'�., ..: :. ,.: •. .0 - ..r :. :',: ,�1. � t, ,`:e,,� C ..Mph: =y• •1, x. .Y .3.. l 9 ri ffry q • 3 .r TRI .Fw . , . . ._.: __, .:. __.. ...-_. .. Y..-.-..L. - .-...fir.... ...•....-.j.W'd.i.-- -- ,w...n _-•.1®: . _ _ t' f f.: ro, V � •�''c� -o` �c --: - �'AIDE R -.�..�_ ^ a•■E.:+�.� -�:•!,ml PTO •Iwr' "'SPEOR'.` _E• E 6w*N+E\ PTO w 6cC $a $D rTp �• \ �' 4" R!!tlER r V17 SASE Tl1•. t- IA �' A i `•; r -77-71 4 •O" PLA$TIC L�1`t 4` RrrDMM �� — 4 -o" RA$TIC LAM, � . � y� a •D` p�T►C L4YM m WIAMOCOT • ALL MA-M �.w. u.A NOCOT • ALL /'� ./ •�r1' J -----� •oA1NSGt 'T M ALL b � 'D_E' 'eM WALL$ T. _ET 01M WALLS U Tpr►ET MMWALL$ 3 G Z NOTE v` 1_ r7_0OR SNALi.. DE SEAMLESS IF SEA"' 2 "• Q "1119'' OCGJR _OC•ATC AT PILIN' ,.WE'RE :,RQNKM5 PLXN'A% w4Ai.. TEP11 M INATE S Ch EAC.•• END SEAM Q "NL. DIE INTO EN'R` ..A, t2 GIRLS TOILET R%J . "111 - 80YS '*11�o 511"1. ELEVATIONS/ HC TOILET 0113 '_`�ELEVATION5/ � t..4 ACJ 4 -E, S•+E�vEB ID" DEE?' `AM , a E Q.&A. Z.ADINE TS !t E c iarA. GAD NE•f: V ft -051.Af" 0% A__ i—I EX"06ED SJWAGESrr r` _. \ \ 11 _. r hr ills. 1 _ J_ \ ~ _-?" VEIlIRti _ � DEE1D ��w• :;= Y Y .� Y Y� « "�O�J�1• DOTTY"' t•t�T !k?TTC,r! �- � , 2 ♦ a R1C�E R EO ED 2 ;AA!� G+rl C• S►+ELvgs • i 11, + .'f SNE:�>! • Y Ib mow., �} \ ,,�,,c.. ,fir 4" ,� ._.. . 131 RUT . rI�DOWc. DAM �'-��- -- ___._.� DASE * __ �-� _.._._� ,' MAT RAMS CO SNS S • 3 -D" «� Gpa• •.►'\'+� • � •�' a� C:-'t' .+.�'k:► • A NO'E E_E v A•19" $«+C�t., COKF ICAAA''I ON SUMI"' ' S-COD ONA UP466 'C Aft="ITEC T L ��-}►T I c�NS/ C �'T I ON 1� SK TYPICAL CLASSROOM OOM CABINETS ST?IR�4�� S��L.��S TYF. CUBEIE5 UJ/ COAT HCC<54 �. I 1 6 I i7 NO 'D j DEEP 4, 0"itm - ""AX AM s' IR.DDER i F"- I BASE / h1AGN. i --A or allJL4 NOW, Air � RW7k. VNK A 4 uW WITW INOIRECT d "AND WAS" C WANE L INE I 11� PANTRY ELEVATION r <TCHEN 114A/ ELEVATIONS DRINIGINC� �OUNTA N ___. ul W Lai i (U 4'-V" PL AST IC L APl! WAI AW.T • ALL ll)) VERIFY TOILET RM WALLS HMO WITH I VERIFY HEIGHT _1~ $D PTTa :ATN Q11RrER hl V LL GATE � PLASTIC LAN M$TALL I J ---�Y LATCIN cCv n 4'-e' MAST IG LAM1 - 4" PUNINM 4" II~dsl�EPt « _ V"IFT �413NT — U4049OOT • ALL SIRE, TTP. '� SAM. TYP' '� - WITH DUNE R TOILET R'1 U ALLS �► !! G IMOC:wNORY LEIIEN D s PTC - PAPA! TOWEL GIOMPOER L� TPC - Tt4LIET PAPER 04FW 1$ER RESTROOM Ii�,+ ELEVATION '° • •�A'. �' TOILET AT CLASSROOM 0104 9 V4' r4r O eNM A580 42 fILL; 00601A1 1)*C. 7Y ,w.,,,wL+ifiYIYWO II11•! 1 111 fell 1111 rill III II I Ilil 1111 IIII 1111 IIIIIIUI III! 1111 Illi I II IIlI I I IIII IIII IIII 1111 IIII IIII IIII !! ( II III IIl i i Ut I I I ii IS tlll'II 1111! IIIY Wil I ! 111 IIII u topmelcae AL Io 11 Is 1$ 14 1!! 1 ►s I{I 4 $e a 27 ae ao 310 _ r I ,. tl { a z , 1 rY im I r�_7 I IF r y �•ti k gP • _ • __ • J • y W �. ... •• _ <17 x12 _ 6x12 _ _ _ _ x12 6x12 _ _ _ _ ______ _ _ _ _ _ _ _ _ bxl� xl2 _ _ _ 6x11 bx1Z •• /_ j TYP. RF. SNTN'G. 1/2" PLYWD. W/ 9d 0 6" O.C. EDGES AND 9:i -- II * 12" OAC. FIELD Lt,,r� 11 I' ,I 1 II I II 1 I 1, Ip cCocc91 I I 11 II II I I, cn I I II II 11 I I I I W If IL. I 'I FS 5 II 1j II I, I I O I � - - - - -_ C - - - - -iI If II - I I, ` � _ _ _ _ _ _ _ •V- - - - - 11 I I I 1 II � I If Q � If II I + N I I, If a u II I I rLj s 24" OZ. DRIFT LOAD p OF 50 P.S.F. IN ADPIT!,';N `t = _ ='--L 11 11 I I I I D ► Z rO DESIGN SNOW LOAD , II 1, I v n RIC GE " RIDGE +, 3^ - -- -- -- - - _ _�_ _ _ , -- - .-_ _ ._ - _ - -- - - -- - - - - - - - - - - - - - - - - - 0 rr N all If n II 0 � w If 4x9 - J' L - __ L J ^' 'III 0 I' If I if 11 I I I I II II II O 11 n II u n 11 II II I II I I h Il �F- I II L _ t • � II I\ � II II II �I • II (- II / � (O� II II If .� I, If If H I I H U `J If II • II I 11 II � II � I, II li � II t I I 11 11 II O I1 II II � II ^ ;I II II II IL I; O f3 I I 6xl2_ _�=_- __ cam - 6x12- ---c = '� xMl 6x12 _ bx—h p • � IIILLL o Q �v, 1 Ew d. g r_ ____ __ __ __ __ ______ __ _ _ _ _ __ ____ __ _ _ _ _ __ __ ____ __ _ _ _ _ _ _ _ _ .• _ __ - _ __ - _ _ _ _ _ _- -- - - --= .p j o t„6 1 1•. { . r,a �-- ZX P.T. SELL W/ y/O"OxIO° 2X4 STUDS • I6" OG •'• • ,C `� `�' . . o ANCHOR DOLTS 46” O.G. • ' `•• ••• `'� O .• �� 41WOODOpt� — 2X4 P.T. SILL 1111518"0 x IO" • _ ` n OC EDO 11Or- FIELD API�:.HOR DOLTS 48" O.C. /`2X4 STUL. JALL •;" ':' ;•• .•; :�' IPA 2X6 P. BILL LW '. :•: •• :.J '�� 1/2" PLYWOOD SD 5/8"0 8" ANCHOR �f%J W/ 8d • 4" OG E 'S 13 0 4'-0" OC Oal 0 12" OC FEILD { / -- 2X4 P.T. SILL IPOWDER 04 X 3'-6" 48" OC DRIVEN FASTNERS - -- - - -- ISLLJ " ---- :. '• — Orl GRADE cn l --- — 04 W' OC . • 1-- --(3) 04 024" OC d _ —I I '• • 2-04 CONT INOUS GRADE V I — —�— I 4" SLAB ON U `{� r � • _ III—I f _ I a —_-- 3 - • 4 CONTINUOUS bll bu bll _ 1 d 1 CL .. BUILDING PERIMETER FOUNDATION TO ° 4 , ca Z BE TYPICAL. SPREAD FOOTING - i" 6" 6" ll)-"4 GONTINOUB Q 1 FORM DOTH SIDES OF FOOTING AND —j Y B STEM WALL. CONCRETE SLATO a .-. DIE INTO FOUNDATION STEM WALL _ N cyo LLJ Q T1' '• PI1'I'i 1' FOOTING ARING U,4LL F-T,3- _1�1�'RY CANOPY FTG. 1�101�1 - �E�4�INC� UJ�4�1� ROOF SHEATHING „ O 2X4 DLK'G. W/ 2X4 - C,ONTINUOS - i6d • 12" OZ, FOR WIDTH OF TJI SPACING U -RC:OF 10WEATHING 8d 1611C t i ROOF SHEATHI I 4X8 W/BC4m CAP N4 -:z 2X4 2' TRIGGERS CONNECT -P1��"M�NLIFACtUI�D * 4X6 POST TO TJ NAILSA• 4" OG / ROO'� TRU88 CONN BUILCIP1Cs WALL PER 18" TJI WALES STIFFENERS AT A34 ANCHORS • (2) - 16d • c BEARING24" OC TYP EACH STUD a \� 2X4 d1-OCKING W/SCREENED VENT f' OC o, HOLES 4 CONN PER1i2 2 x ®LOCKINGcn 18" TJI UJ/ UEB STIFFENER$ — W/ SCREENED a LBJ HANGERS _ _ VENT HOLES ' W/ SLOPED BEARING 2X10 CONTINOUS LEDGER I bX8 W/ HUG HANGER • 3 CONNECT TO TRUSS STR'Ut I g W/2 - LW REINFORCINGFASIA PER ARCHITECT A ANGLES (I - EACH SIDE OF STRUT) \� BOUBLE TOP PLATE $PLIC — 4-Ibd FACE NAILS 3" OC W/MOTA24 EA SIDE. STAGGER 2X6 STUDS IPLE 2X6 STUD SPLICE. Ib" OC I W/ 16d 0 12 OG 2X6 STUDS a Ib" OG � III 1/2" EXTERIOR X4 BLOCKING II LBJ,TJI HANGER 1J/ EXTERIOR SHEATHING SHEATHING. NAIL W/ PE.ROSIM SL♦IOPED BEARING Sd 0 4" O.G. EDGES 4 8d 0 121, O.C. PREI"IANUFACTURED ROOF TRUSS A FIELD --2x4 BLK'G. �'J I � /�EA� �° '"ice. �� ENTRE' FACADE 1"•1'-�" � 111.11-�11 1/4 11 1 1 1-IV II 2X4 STUDS * 16" OC :JL.. F'REPA5 ROOF T FUSS/TJI y I"•I'-D" L. 2x --•--`__ w MOto TOP PLATE Z - U •� 2-16d 0 EA Lu STUD of TOP PLATE ' STUD >� PONY WALL w 24" O.C. t� t cnQ 1/2" W. SHTWG. _ •d .4" O.G.� O PREFAB. W. OVE1!l�1ANCs � TRUSa Imm- 6-lbd � FACIA 2x6 CONT. BACKING j F'111EFA15. END WALL W/ I6d • Ib" OAC. TM M W/ Abd * ON TO DBL. PLATE OG 0 DBL. PLATE PREFAB IF. Z-16d PREFAB RF. 2x4 BLOCKING A 40" OG. \,., EA. BLK'G.WEADER TldJ88ES �-r� • TRi1SSES ad 0 16' O C' W/ bd COOLERS • 4" Or. Ibd • 8" O.G. ry / ltbd tole TO GYP. DC. 0 (2) *dd • TMft �� 013L. EA. SIDE in C14 LOW ROOF / EA. END AND 0 ML. PLATE SINGLE 2x KING TOP PL. STUD NOTE: USE DBL. KING B 2 _ STUD WHEN OPENING 2x4 2x4 FLAT BLn K'G. � WIDTH IS GREATER a 48" OO STUD W/ -- THAN 46" TYR. U.N.O. 2-16d EA. END WALL , Q z Y DBL. TOP PLATE. SMGLE Zx to s SICE lW MSTA24 PLTRIMMER o o U WA SIDI! I NOTEt USE DBL. 1� 1W )" Gyp. DD- UY TRRI'11'1ER GL HORS �°AIIlALLEL Wb4LL WALL PERPENDICULAR � - COOLS'* 1 4" O.G. ONLY - --- — ----- '%LL EPMES ��UCt. STUD U �� Y10. SINGLE L ��. ��U�� - Milton S260MAT M55 ij♦ . U— LL ��t E ., 31T200240000,BUP2002-00007 44 of so FILE: 00603S2_O.DWG k i. _ { -, �'�'. �.. Fl:r` :. it a., ✓ .. ...... .;..+, :. . ., ,..a... .. ,... .... IIII l� I III ..-....,..r.--..,-„, ,...•-'.•.--.-.-..'.t w+r.rw.oe..•4 MM.. !IIIA . I II IIII !ill 1111 ill! lila Ili! IIU IIII 1111 Nlf (,l I I .r . tri ` r A 4,d •tll� m� I I I ( i { r� I ( I! HtI lIIII II IIII 1I llll�( lli IIIII IIUI1 t � . 111 .111 I IIII Ill!I 1 I I�uI III 1 III I 24 I 27 28 20 30C ► ! w ry+ Q i i E�,•F,-�t 1 , iR.• "{ ^I Fat�-,L+I•::' f `° i�� i i, I A ... _ e. ,, ,i' ., � - �"_. r ,y(y;*, 'StY• y t l.y yr .e . • :sn.,^*...fir....... ..,., ..,-•..r.. .....-r-....,. a,dC • I,: r,,; ,,. .. ... ;l 'i ' ♦ �!F. r 1: '1.bmNL'Yy alNYa, jj t,in a:sr.. u. - gi:;, i ;e'L' ,.M'.. n .5' ., MW .. .. r , x rc 177URVE U71 /7 • CURVE DELTA RADIUS ARC CHORD CHORD BEARING 1 Cl 00'20'03' 1736.73 10.18 10.18 S 11.35'27- E \ O ••� ••� � 1NZ C2 18'55'59' 505.00 166.87 166 1I1178 .12 N 10'37'54" W t i�, •' ' . . . ' ' .•• �� C3 10'39'59' 173673 32332 32285 S 17'0531 E ♦'� (r + i \ + 0 ELEVATIONS BASED ON WASHINGTON COUNTY BENCH MARK NO. 464 �\ �.•"--- `t >q q �' •• p _ i l DESCRIPTION: ELEV.- IS8.84 \ OSHO BRASS DISK IN CONCRETE SIDEWALK AT THE NORTHWEST CORNER OF THE BRIDGE ON BONITA POAD OVER 1-5. 1 FOOT EAST OF THE WEST �\ + � NORTH CURB. •`� \ ( \ ' ( Qi !'QI' ) •. Y IS.�� END OF THE BRIDGE, 1 1/2 FEET NORTH OF THE 0 \ 1 inch 20 ft ••' ••` •" • l F R E k0 WFC 1 EXPIRES: 12 31 01 LSD GRADING NOTES _ ___ ,,..✓� 1. • BRING ALL FINISH GRADES TO APPROXIMATE LEVELS 0- PROPOSED CONTOUR 141INDICATED. WH RE GRADES ARE NOT OTHERWISE INDICATED, FINISH GRADES ow ,4- , ARE TO BE THE SAME AS ADJACENT SIDEWALKS, CURBS, OR THE OBVIOUS I 4 EXISTING C014TOUR -- --- 14'1:. ----- -- GRADE OF ADJACENT STRUCTURE. GRADE TO UNIFORM LEVELS OR SLOPES � �� :� ��7 ' � � '-� ��'• BETWEEN POINTS WHERE GRADES ARE GIVEN. ROUND OFF SURFACES, AVOID �PROPOSE SPOt ELEVATION ABRUPT CHANGES IN LEVELS. ROUGH GRADE TO ALLOW FOR DEPTH OF 110! Q �- CONCRETE SLABS, WALKS, AND THEIR BASE COURSES. GRADE FOR PAVED v EXISTING SPOT LEVATION 14','��Z DRIVES AND PAVED PARKING AREAS AS INDICATED AND SPECIFIED HEREIN, AND PROVIDE FOR SURFACE DRAINAGE AS SHOWN, ALLOWING FOR THICKNESS o _..-• - te- OF SURFACING MATERIAL.COMPLETION OF JOB AND AFTER BACKFILLING BY I Fo , � you CO E Jam'• z ' 22 H A HAS BEEN COMPLETED, REFILL AND COMPACT AREAS WHICH o 4 � '�/"- `� ,:' • = >� HAVE SETTLED OR ERODED 70 BRING TO FINAL GRADES. � a GRADING TOLERANCES: $o ROUGH GRADE AT PAVED OR LANDSCAPED AREAS: 10.1 FT. 12 FINISH GRADE PRIOR TO PLACING FINAL SURFACING: ±0.03 FT. 2. • EXCAVATE FOR SLABS, PAVING, AND OTHER IMPROVEMENTS TO A LEVELS SHOWN OR REQUIRED. ALLOW FOR FORM CLEARANCE AND N ory VAUL. I \ y 1 -� FOR PROPER COMPACTION OF REQUIRED BACKFILLING MATERIAL. `u•+ is + a EXCAVATORS MUST COMPLY' WITH O.R.S. 757.541 THROUGH 757.571; (1 vE EXCAVATOR S SHALL NOTIFY ALl_ UTILITY COMPANIES FOR LINE LOCATIONS I i I 1 ti 72 HOURS M NIMUM PRIOR TO START OF WORK. DAMAGE TO 4 UTILITIES S ALL BL CORRECTED AT THE CONTRACTORS EXPENSE. ac °a to \ 1 1 a �•,.•. 3. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES ly -4WA = 92! 2. .`�.` . � MUST BE INSTALLED AND MAINTAINED MEETIN THE UNIFIED SEWERAGE AGENCY I En I REQUIREMENTS. THE GOVERNING JURISDICTION MAY, AT ANY TIME, OF,DER +a' CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. 'I m � � f1ACiN ` 4. EFFECTIVE DRAINAGE CONTROL IS R[QU1RED. DRAINAGE SHALL BE SEE CONTROLLED WITHIN THE WORK SITE AND SHALL BE SO ROUTED THAT \ 1 NOTE 1 AD„ACENT PRIVATE PROPERTY, PUBLIC PROPERTY, AND THE RECEIVING 1 I \ SYSTEM ARE NOT ADVERSELY IMPACTED. THE GOVERNING JURISDICTION MAY, WETLANDS BOUNDARY I AT ANY TIME, ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO TRACT »B�� • r f 1 ACCOMPLISH EFFECTIVE DRAINAGE CONTROL. % �� ' ( '', 5. SITE TOPSOIL SHALL BE STOCKPILED DURING CONSTRUCTION AND USED FOR LANDSCAPING. 100 YEAR FL PLAIN ELEVATION_. t'"'t 6. THE SURVEY INFORMATION SHOWN AS A BACKGROUND SCREEN ON THIS SHEET =' ,J ' \ IS EQUAL TO APPROXI1(ATELY 136.0 a► �`"• IS BASED ON A SURVEY BY DEVELOPMENT AND CONSTRUCTION SERVICES INC.. GRADING HA BEEN DESIGNED TO PRESERVE `'� AND IS SHOWN FOR REFERENCE ONLY. CONTRACTOR TO VERIFY ALL EXISTING Z L 1 THE FLOOD LAIN STORAGE FUNCTION OF CONDITIONS WITH HIS OWN RESOURCES PRIOR TO START OF ANY CONSTRUCTION. � 0 Q THE SITE T. PREVENT�1NCREASED,FLOOD ••' l i+ ELEVATIONS. THE CONTRACTOR S�K{ALL NOT "' / �; 7. CONTRACTOR TO COORDINATE "GRACES AT ENTRANCE WITH ARCHITECTURAL DEVIATE FROM THE PIANS (BELOW 138.00) ; .. l � PLANS PRIOR TO CONSTRUCTION. Q � 1 ' WITH OU NOTIFYING;'THE ET1GiNEER. C T CT'OR TO CONSTRUCT _ 1 t"� WF'IRND ERE RETAININGWNISRET H ('RADE IS BELOW 11 8. 2% MAXIMUM SLOPE AT ALL HANDICAP PARKING SPACES. w 1 t G E D I - SIDEWAL SEE DETAIL 1 U/C4. \ 1 1 9. 5R MAX. LONGITUDINAL AND 29 MAX. CROSS SLOPE (EXCLUDING RAMPS) AT ADA REQUIRED PEDESTRIAN SIDEWALK CONNECTIONS BETWEEN PUBLIC R.O.W. 0 iT - COFJTk,?L POINT 1 11 �/ • Y' 14 :; :... . \ ', it AND BUILDING ENTRANCES. i 14 .7 Q STORM MANMO+E I --- .' _' - OP�SED PROPERT LIE 14 .44 141.1^ ' - r,ANTIAR, MANHOLE 1 I x - - �.� .� ',, ` w��•w 41.1 ... .... .. . I �'- ASPHAi Lj 133 - CONCRETE I ( ,°i NOTE TABLE r - WATFR 'AFTER I' / ( 5X 140, �} NOTE DESCRIPTION RIM ELEV I.E. ELEV SIZE FLOW - CARA HASIN �- � MAX :... ::., y � � Q = N W 1 7 �'^ 1 STORM MANHOLE 152.64 N 140.74 24" OUT 1 47 1 ,� I.. 1 S.E.=140.94 12" IN r � vER1ZCNr MAN�,OLE IS I ,.� / ^ o � !; � �,t� = E.=140.94 24" IN 1 I f 14 .4 * } l /"� t 1D SANITARY MANHOLE 152.41 E.-,37.61 12" IN (fit • MAI. BOX ( 1 ` v, -138.81 12" OUT _ x FENCE :� ' ze" 140.44 T 1N� j t , "; $ ""•A 1 N.=+ t e" IN �„ - N CATCH BASIN 137.83 w=136.28 12" OUT - GAS VALUE ( I !1 � � �+ SANITARY MANHOLE 143.99 -135.59 15" IN t 1 . '.' .. .." � i .r.=133.29 15" OUT r 1,1�• L.INE. 1 137.08 ,y ..E ti i K 1 41.4 ,. .. _ 1 7 _ 5 -13344 12" IN - CAS LINE' l >> CB F R ". ! 1 QQ STORM MANHOLE 144.75 W.-140.15 10" OUT �' ` 141.1 .__... j'-. G. 1 E.=140 25 12" IN - GAS FINK 137 - •• . .,.. _.._...•... .. •' r`� CA TCH BASIN 145.28 N.W.=143.08 12" OUT K +ZL► - POWER POLE ~"� 1 l �• \ _ 8 • _.1 . .�-•-- ` ` �i SANITARY MANHOLE 137.68 E.-131.18 12" IN _. - POWER LINE �.. :._ - ! PtitAP 't t W.-130.98 12" OUT 1 y' '38 14 .6 HDUSl: --'� ! QQ SANITARY MANHOLE 136.56 N E.=122.86 12" IN --- - DEADMAN ( I W A /��X 141.4• .... S.W.-12256 12" OUT I - CATV PEDISTAL I Oo U st SANITARY MANHOLE 136.37 �,• ` ,«� ' v N.E.-123 07 12" IN H(J%` ' .. . 1 1 ' ' S.W.-122.87 12" OUT - GRAVEI. , I ( � 1'4 �:... d �....--- +\ � ` W.-123.57 8" IN PCE METER 0 1 I � � • 50 GATT. - „ ! +a STORM MANHOLE 137.04 E.-134 '4 12" IN ,„ "_' .'` N. 134. 4 2 OUT - CHERRY J � / I � 1 �„ ••---"•-----'" °""•,"'""•,,•,,,,,: '; .� ! 141. � � '� ❑ SANITARY MANHOLE 136.45 E.=117 45 12" IN ---' 1 N.E.-118.05 +2" IN �K r APPLE 1 ►-"+ I h n •� .�... N.=111 85 36" IN �LAJ'1 1 -•t'1 3x g N \ ( `r .,,` 1 �t , ' S.W.-111 65 36" OUT ' 1 Q STORM MANHOLE 136.14 E.-132 39 12" IN Ij I I _l ' i �+�' N.-132.29 12" OUT = MAWTHRf)^If I I +j) W.=132.39 12" IN - VERIZON LINE `� I �O" 1�' IN - WA7ER LINE . � c�'S \ � \ t (•'� - FIRE HYDRANT (/) 1 fr - • + 1 Q� CATCH BASIN 135.66 E.-132,36 12~ OUT I 1 t jT Q CATCH BASIN 135.87 W.r132.82 12" OUT Q WA FK VALVF S STORM MANHOLE 136.31 N.-131 16 12" OUT 14 6Q �� .��.: S.-+31.11 12" IN Z �y + E.-13t 2t t2" IN ti.,_.. - SIGN , 1. �` : ,:, ..� I ' 1� STORM MANHOLE 136.23 N.r130.03 12" OUT W�... „ / ] ` E.-130.13 12" IN r - IRON PIPE r OID / '� !._ ! x t \. S.-130.33 12" IN F _j 0 Z L) - 9OLLARO ' ^aF, I p 1 W,-130.13 12" IN �� \ , Q LaY AREA @' STORM MANHOLE 136.25 N.-130.05 12" IN :;A'i ME.TFR /�� ' 1 ! �f �i� CSA l4 i E.-130 05 12" IN (_n W ER �- CSE i f �I _� 141.1 r-----'-14• \ �� 5.-129.95 12" IN �j� E I ' 1 1 140.38 -...._..:.� . '~n 1 -- 1 ! W.-129.70 12 OUT �j S W a. CATCH BASIN 135.78 E.=129 68 12" IN - OF 01000115 1 / I n� .. 1 t (n 1 14 Q AD 2 ourLj c? ` - - ,�'�s -_ _. __.� A BASIN 135.75 W.-130 45 12" OUT OAK 9 _ _ SANITARY MANHOLE 33.89 �> h EASEMENT Rr _ , :0 -XiO30214 �''' .� �4. 1 -.. -_ry: ��. S, .54 12 OUT w.a � •�r''"'" .- CATCH B S 1 N.E.=123. I T 3 - W 12 �;;�A1, K�, � ' c 5' n ` 139 , •..✓.fig` x, .'' . 11 SOUTHERN W�;:l ,:, RAILPOAD -- -- v' OPE N � '' ; i v't 1 "1 -+j( •• x _......... y 11 ��'�'Ep 4h' �'�� y� Fd ° - ` •' "'r n. ` � d j •i,_\r\ YY d � ' ry � L -_---....•,..::.rusa:,.c if y[.N,7. ,y�v. ,Ap� � 17/ _.,,.... t.}' _. - c ' . •`' • - A. ..tr-_t^^'y,.�... +r.._:�r-'a7r.!C ^�.,..,.... ...8'c=•.ma,.iu. ... _ _ -�..r...rrr._�. - , ,-'(� .�IYtW�" i ,'Y'` R�,. I ..,.. ��3/ '- � •1• * ^3C:yl:f':i:l .. ..... ... • ............_ .. ...-...._.. -• _ X pv 1 J (MATCH LATCH d .� �t j EXIST.) XIST.) �.. _ •« .• j i .! 1_."ai'?a„ib.i_.e5„t%?4f e••�'!,-itfidkll'$ ri\ ! f �� • ., - ,_ - -. _ - - - - - - - _ S. W. BONtT ROAD (COUNTY ROAD~ # 7,36) 1 Q X CD CD uj L; Mil SIT2002-010006,BUP2002-00087 •k� wH �� 45 50 C1 .0 n c AS SUBMTTED FOR PERMrr PR91 NO, 0V= . E .._....._ ..... .......... 4 Y�TM' cm .i l 1 �! ! 4E1 Ilu1'i i�luy Ill I"l 111111111 III 111I� NI I(�llil 1yi tll�li If III IHII111 ( I it 1111 1111 IIIIIIIiI IIII�IIII I III t I I�i II 1 r II r lka YiYti r;Fr, . � a ► 1 I I _ E 1001 .1 ca FQ (� 14 ,• Id IT le 19 20 1 1111 �1 2a 25 26 27 28 26 30 , 041"m ` t Y ti. S - e ':3 p 1 R r q' Yat ... 1 1, .. `; r".-1- q't 1`•'" a.:'. 3 . , .. y w 11111 611 w r i. PROP SED PROPERTY" UNE _—_ • - _—•�--•�- �Q�PIA IT-7-7, 11117 20 0 10 2� 40 80 .{' 11 "� •• •• � ry VRiGON� IMLIjT PROTECT[ v f " j oQj SSE` ETAIL 2/C .0 �► �'..1 ,. �l ( )11 !'6�l' ) .. . .• . • .• f l is. X91 7 y ;r 7 N 1 Cy` A 1 taob . 20 rt FRE N 't�� z• EROSION CONTROL NOTES EXPIRES: ,2 31 0, 1. CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION/SEDIMENTATION CONTROL DURING CONSTRUCTION (ANY TIME OF THE YEAR) PER THE "EROSION PREVENTION � P� I ef- 137 0 1 AND SEDIMENT CONTROL PLANS TECHNICAL GUIDANCE HANDBOOK" DATED FEBRUARY 1994 AND UNIFIED SEWERAGE AGENCY'S DESIGN AND CONSTRUCTION os o •� p;.;Mv � } -� � STANDARDS, RdcO 96-44. CHAPTER 8, AND CITY OF TIGARD STANDARDS. O 1;vit'E r - 2. APPROVAL OF THIS EROSION/SEDIMENT CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (EG. SIZE AND ° 1 1 LOCATION OF ROADS PIPES RESTRICTORS C.yANNELS RETENTION FACILITIES, UTILITIES ETC.) 4 Z ICO,NTRSTRUCTION 1 / NOOSE 1 t O ENTRANCE SEE I , !' } 3. THE IMPLEMENTATION OF THESE ESC PLANS j,kND CONSTRUCTION MAINTENANCE REPLACEMENT AND UPGRADING OF THESE FSC FACILITIES IS THE RESPONSIBILITY DETAIL 1/C2.0 / FF=14150 I .' _�-- --- " ' ` OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED ABY THE CITY OF TIGARD ANn VEGETATION LANDSCAPING IS ESTABLISHED. W J I G ,ki H THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE AFTER THE PROJECT IS APPROVED UNTIL THE LOTS ARE SOLD. 3ck:os 4. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOP TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE G APPLICANT CONTRACTOR FOR THE DURATION OF CONSTRUCTION. / 0 I '' 5. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS ' t � _ ; lJ (/1 ' I ' `�"' \ TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER NOT ENTER THE DRAINAGE SYSTEM. ROADWAY , OR VIOLATE r�-PLICABLE WATER STANDARDS. E GOES O E E E 0S a r _ 1. 1 . '?�, y ,� � 6. THE ESC FACILITIES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING CONSTRUCTION PERIOD, THESE ESCp r •. FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DOES NOT LEAVE 1tJ r 1 14 Ao THE ggLL LAY AREA I 7. THE ESY'FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. -ca . 14'1_...._.-_�\ s : �, A g, I H FACILITIES N NACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. cc , a t1 8 THE ESC0 1 I I 1 r—T—fF* iS LO chi o (1N PAD 9. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE (Q 1" i i '� -_. 1 --,. �••*"•• ---- LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. I _� �e,4 , EASCMLwr . :, - ti 1 Na. a80rto"14 ,� �42�•. 3 _ .�' f �� 10. STABILIZED GRAVEL ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL `--•-- _... IJ9 MEASURES MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. _ ___.... ..v..._ _ _.... . . -�- -�•,- 'x - --- - -�--- �• �"'"� - r '� ° t 11.-STORM DRAIN INLETS, BASINS AND AREA DRAINS SHALL BE PROTECTED UNTIL PAVEMENT SURFACES ARE COMPLETED AND/OR VEGETATION IS RE-ESTABLISHED. �J �, •�„�.�` • • �..�_ a ♦ Jf"- ♦ +,,,.1,—,.,.,_ ..` � A le 6 + �— ^^^^e^-.-�n,�' .... �.. ..,.:a�t:.:nAy:�...._ N111"FILTER 12. PAVEMENT SURFACES AND VEGETATION ARE TO BE PLACED AS RAPIDLY AS POSSIBLE. um FA IC FENCE w '. A 13. SEEDING SHALL BE PERFORMED NO LATER THAN SEPTEMBER 1 FOR EACH PHASE OF CONSTRUCTION. SEE DETAJt3/C2.0 4 ! � !: 14. II' THERE IS EXPOSED SOIL OR FOIL NOT FULLY STABILIZED FROM OCTOBER 1 THROUGH MAY 30, THE WET WEATHER EROSION CONTROL MEASURES WILL BE IN i {,) EFFECT. SEE SECTIONS 3.3.7 AND 3.3.8, TECHNICAL GUIDANCE HANDBOOK, FOR REQUIREMENTS. 15. THE ESC FACILITIES SHALL BE REMOVED BY THE r,EVELOPER WHEN VEGETATION IS FULLY ESTABLISHED. S.W, BON1T ROAD (COUNTY ROAD # 736) � 16. NOTIFY CITY OF TIGARD INSPECTION DEPARTMENT TWENTY FOUR HOURS PRIOR TO ANY WORK ON SITE. 17. IF GRAVEL INLET SEDIMENT PROTECTION IS REMOVED IT MUST BE IMMEDIATELY REPLACED WITH BIO-BAGS OR FILTER SOCK INSERTS. OCA Q EROSION CONTROL LEGEND 18. CONTRACTOR MAY SUBSTITUTE COMPOST BERMS FOR FILTER FABRIC FENCES. BERMS SHALL BE A MINIMUM OF 3' IN WIDTH AND 1' HIGH CONSISTING Q L� �J OF MEDIUM GRADE YARD DEBRIS COMPOST. FILTER FABRIC FENCE a—o o---0 0 0 GRAVEL CONSTRUCTION ENTRANCES w 2 ,�,QQ�� w C GRAVEL INLET SEDIMENT BARRIER iTOREDUCE THE AMOLINT OF MUD. DIRT, ROCKS, ETC., TRANSPORTED ONTO ROADS BY MOTOR VEHICLES OR STORM WATER RUNOFF BY CONSTRUCTING A STABILIZED PAD OF GRAVEL AT ENTRANCES/EXITS TO CONSTRUCTION SITES. j SACT 6PPti • A A � ION SITE W� TRAFFIC WILL BE LEAVING THE SITE AND MOVING DIRECTLY ONTO PUBLIC ROADS, OTHER PAVED AREAS, OR OTHER � 10 • �- APPROVED A=-.*SS POINTS. 12) F-- 0 i � DETAIL 1/C2.0. � o i/ � *MATERIAL SHOULD BE 2" TO 4" QUARRY SPALLS OR CLEAN PIT RUN. / f F.�NQO�aj * THE GRAVEL PAD SHALL BE AT LEAST 8 INCHES THICK AND 50 FEET IN LENGTH. WIDTH SHALL BE THE FULL WIDTH OF THE VEHICLE INGRESS AND EGRESS AREA. (A 20-FOOT MINIMUM PAD LENGTH MAY BE ACCEPTABLE AS APPROVE-0, FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL CONSTRUCTION SITES.) * ADDITIONAL GRAVEL MAY HAVE TO BE ADDED PERIODICALLY TO MAINTAIN PROPER FUNCTION OF THE PAD. 50• MIN• * IF THE GRAVEL PAD DOES NOT ADEQUATELY REMOVE DIRT AND MUD FROM VFHiCLC WHEELS SUCH THAT MUD AND DIRT TRACKING IS EVIDENT OFF SITE, ADDITIONAL MEASURES MUST BE TAKEN. SUCH MEASURES MAY INCLUDE HOSING OFF WHEELS BEFORE VEHICLES LEAVE THE SITE OR OTHER CONSTRUCTION 2 •� \\ TECHNIQUES/WORK OPERATIONS MODIFICATIONS. WHEEL WASHING SHOULD BE nCNE ON THE GRAVEL PAD, AND WASH WATER SHOULD DRAIN THROUGH A �- SILT-TRAPPING STRUCTURE PRIOR TO LEAVING THE CONSTRUCTION SITE. * CONTRACTOR IS RESPONSIBLE FOR ALL MEASURES REQUIRED TO KEEP PUBLIC STREETS CLEAN AT NO ADDITIONAL COST TO OWNER. 2 TO 40- x " • USE SUBGRADE REINFORCEMENT GEOTEXTILE UNDER GRAVEL PADS FOR ALL BUT CONSTRUCTION OF A SINGLE FAMILY/DUPLEX RESIDENCE ON EXISTING LOTS � QUARRY OF RECORD. SPALLS SUBGRADE REINFORCEMENT- PROVIDE FULL WIDTH OF z GEOTEXTILE REQUIRED. - INGRESS/EGRESS AREA 8' MIN. DEPTH STORM DRAIN INLET PROTECTION a � ri"N�COPWRXTM PREVENT SEDIMENT FROM ENTERING STORM DRAIN SYSTEMS PRIOR TO PERMANENT STABILIZATION OF DISTURBED AREAS. N.T.S. TRYACTICE J CZ OETpA M. * WHERE STORM AIN INLETS ARE OPERATIONAL BEFORE PERMANENT STABILIZATION OF THE DISTURBED DRAINAGE AREA. Q * ADJACENT TO AND IMMEDIATELY DOWNHILL OF UTILITY TYPE CONSTRUCTION IN EXISTING PAVED AREAS WITH CATCH BASIN DRAINAGE. J Z Q SEE DETAIL RAIN INLET PROTECTION. O , /`' /"� � ~Q Q CONTRACTOR TO INSTAL • BERMS MAY BE REQUIRED NOTE: 'TO DIRECT DRAINAGE TO FLOW THROUGH THE FILTERS AND PREVENT BYPASSING OF THE INLETS. =z Q POSTS ON UPSLOPE SID * AT NO TIME SHALL MORE THAN A ONE FOOT DEPTH OF SFDIMZNT BE ALLOWED TO ACCUMULATE AGAINST STORM DRAIN INLET PROTECTION MEASURES. (n OF FENCE SEDIMENT MUST BE REMOVED AND INLET PROTECTION MEASURES RESTORED AS NEEDED TO MAINTAIN THEIR SEDIMENT TRAPPING AND FILTERING CAPABILITY. V W TEMPMARY SEDIMENT FENC �ti 2x2 WOOD POST AT 4. PIC � z / 6" PPUURRPP0 W Z STANDARD OR BETTER OR s «fiODUCE THE TRANSPORT OF SEDIMENT FROM A CONSTRUCTION SITE BY PROVIDING A TEMPORARY PHYSICAL BARRIER TO SEDIMENT AND REDUCING RUNOFF r,� •. huh VELOCITIES. Ld • EE • 7 flyPOSTS, PLACE �R6CJ19� 4e W CONCRETE BLOCKS POSTS AT 6 O/C MAXIMUM. + LO WHERE RUNOFF MAY OCCUR AS SHEET RUNOFF. WIRE SCAM + AT THE TOE OF SOIL STOCK PILES.(-GRAVEL FILTER FILc,TER FABRIC FENCE-� - j--1 �1 'I �rt��-�•�a '� r � 36 WIDE ROLLS >r; 2, + AT INTERVALS AS INDICATED ON SHEET C2.0 ALONG THE CONTOURS OF LARGE DISTURBED AREAS. + FOLLOWING DISCHARGE FROM .A SEDIMENT TRAP OR POND. (.fl e R+ CD+ SEDIMENT FENCES SHALL NOT BE INSTALLED ACROSS STREAMS. 0 Y i SEE DETAIL 3/C2.0 s OVERFLOW e� -WIRE N _ _ NATIVE BACKFILL L - ` * SELECTION OF FILTER FABRIC TENSILE AND BURSTING STRENGTH CHARACTERISTICS DEPENDS ON THE SUPPORT FENCE. FABRIC ATTACHED TO CHAIN-LINK = z Y -1 FENCE NEED NOT POSSESS THE SAME STRENGTH AS ONE ATTACHED TO A FENCE OF 6 BY 6 INCH REINFORCING WIRE. SELECTION IS THUS BASLJ ON w v - , STANDARD ENGINEERING PRINCIPLES. SYNTHETIC FILTER FABRIC SHALL CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS TO PROVIDE A MINIMUM v Q _ RUNOFF WATER 12"-24" BURY BOTTOM OF--' OF SIX MONTHS OF EXPECTED USABLE CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF 0'F TO 120°F. W/SEDIMENT '�' ��•.�" FILT,�R MATERIAL MIN. !!1 IN 4 x6 TRENCH. • ALL MATERIALS TO BE IN GOOD PHYSICAL CONDITION TO PROVIDE PROPER SEDIMENT RETENTION. g GRAVEL i DROP INLET FILTERED WATER 1W/ GRATE _ + AT NO TIME SHALL MORE THAN A ONE-FOOT DEPTH OF SEDIMENT BE ALLOWED TO ACCUMULATE BEHIND A SEDIMENT FENCE. SEDIMENT SHOULD BE REMOVED ccmn�„ � F�TER FABRIC SEDIMENT FENCE OR REGRADED INTO SLOPES, AND THE SEDIMENT FENCES REPAIRED AND REESTABLISHED AS NEEDED. N E * BARRIERS SHALL REMAIN IN PLACE AND BE MAINTAINED b'I CONTRACTOR UNTIL GROUND COVER HAS BEEN SUFFICIENTLY ESTABLISHED TO PREVENT EROSION N, oET»lcSEi: T C�.� N.T.S. oETINSFTE"� AND UNTIL OWNER ACCEPTS WORK. Muco►,Ct.,�44ro SIT 200 2-00006,B U P 200 2.0008 7 C2.0 48 of 80j AS SUF3AAITTED FOR P'ERNNT A - .w..,_,_,.......—.._...-..._-,._..._._..._.... —,_..__...._.._....—....._......�._...-_.._.......__..._.....__.....�.._._..__........._........—.__.............�»_..........,...»_......................»...... .._._ ..._._.._.._-..__..........._. .__.._...............-...-......__....................»................ . ....... ... , L i m (n 1 ( 1lun�n 1';t:nlnn�l n (I 1( 1 1- to �f oh 10 I1 62 1a 14 7 1d 17 is to 0 21 22 33 24 2d 20 27 26 29 30 " � w W -0 111RM I J ,i n J t M. h.• [ ih' l J .:S' w. ' si , .. .. � 'x•4>',..,�.?tl. A, '•err.,. :,. � . - J '�JL, - p" :11 1 „y ,4 r GENERAL. NOTES _ • • •• � �1f171 + 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF CITY OF TIGARD, \ 10 so ao THE UNIFIED SEWAGE AGENCY. AND THE CURRENT EDITION OF THE 4.JNIF47RM 10 0a3wN 11 T t� PLUMBING CODE AND THE UNIFORM BUILDING CODE. ALL WORK WITHIN THE ' e \ PUBLIC R.O.W. REQUIRES A PUBLIC WORKS PERMIT. •„ mom ► 1s.�� + 2. THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT ' FREKA WA - `"' �' h 1 inch - 20 & SHOW EVERY OFFSET, BEND OR ELBOW REQUIRED FOR INSTALLATION IN THE - 1 �- `� SPACE PROVIDED. THEY DO NOT SHOW EVERY DIMENSION, COMPONENT EXPIRES: 12 3 03 \ P,ECE, SECTION, JOINT OR FITTING REQUIRED TO COMPLETE THE PROJECT. LOT ALL LOCATIONS FOR WORK SHALL BE CHECKED AND COORDINATED WITH GENERAL NOTES EXISTING CONDITIONS IN THE FIELD BEFORE BEGINNING CONSTRUCTION. P�, �� , // EXISTING UNDERGROUND UTILITIES LAYING WITHIN THE LIMITS OF EXCAVATION 34• / `�, -r,/� STORM SERVER LINE _.� SHALL BE VERIFIED AS TO CONDITION. SIZE AND LOCATION BY UNCOVERING, c�n PROVIDING SUCH IS PERMITTED BY LOCAL PUBLIC AUTHORITIES WITH R- Z \(� / - i ' JURISDICTION, BEFORE BEGINNING CONSTRUCTION. CONTRACTOR TO NOTIFY a$ _ ' STORM SE�VE�i DETENTION ROOF �Z� ENGINEER IF THERE ARE ANY DISCREPANCIES. Z jjq DOMESTIC WATER LINE 3. PROVIDE CLEANOUTS AS REQUIRED IN THE CURRENT UNIFORM PLUMBING CODE CHAPTER 7, SECTIONS 707 AND 719, AND CHAPTER 11, SECTION 1103.04. E NOTE: NOT ALL REQUIRED CLEANOUTS ARE SHOWN ON THE PLANS. o t..,,-.� t9• WATER METER `u i� r / /L.__.._ '!, • 4. ALL STORM PIPING IS SIZED FOR A MANNING'S 'N" VALUE 0.013 _j y MANHOLE ALL STORM PIPING IS DESIGNED USING CONCENTRIC PIPE TO PIPE AND j WYE FITTINGS. M CONTROL MANHOLE ' 5. SEE ARCHITECTURAL DRAWINGS FOR UTILITIES LOCATED WITHIN THE BUILDING AND TO 5' OUTSIDE THE BUILDING. CATCH BASIN 1 M\ 6. VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES BY POTHOLING ONSTRUCIODISCREPANCIES. s `VAIr, r- ` PRIOR TO CTN. NOTIFY ENGINEER OF DISCREP � u� ~9 7. THE SURVEY INFORMATION SHOWN AS A BACKGROUND SCREEN ON THIS SHEET IS BASED ON A SURV•Y PREPARED 6Y DEVELOPMENT & CONSTRUCTION SERVICES, c �; <g V w , N INC., DATED SEPT. 2i, 2000. ac O C. I /'� 8. CONTRACTOR TO PROVIDE POWER TO IRRIGATION CONTROLLER. SEE t' 0`- \ /1 WA = 9292 R � •• SPECIFICATIONS AND LANDSCAPE PLANS. l 9. DETENTION PIPE AND ASSOCIATED MANHOLES SHALL BE 48" 16 GAGE ALUMINIZED TYPE 2 STEEL PIPE. a I \ BARN SANITARY EWER NOTES �E � _ R S I I I NOTE 1 1 , 1. LONTRACTOR SHALL USE EXITING SANITARY LINE IF POSSIBLE. t» ,u 1 � - TRACT B 1l i s i 2. SANITARY SEWER PIPE SHALL BE PVC. ASTM 0-3034, SDR 35. 3. ALL NEW SANITARY WORK SHALL CONFORM TO THE CURRENT EDITION OF THE U.P.C. . WE 1 LANDS BO�Jt�DARY STORM DRAINAGE NOTES ,-✓ Z c s 1. STORM SEWER PIPE SHALL BE FVC ASIM M D-3034, SDR 35. 0 a 2. ALL WORK SHALL CONFORM TO THE CURRENT U.P.C. AND CITY OF < (5 I 1 TIGARD REQUIREMENTS. w o 1 L � � 1 3. ALL DOWNSPOUT LEADER TO BE 4• Rl 1% MINIMUM UNLESS NOTED. � w ' ' J LOT 1 11 4. CONTRACTOR SHALL MAIIJTAIN A MINIMUM OF 1.5' OF COVER OVER ALL 0 l- V` \I `1 c CL IrJSTA I� 1 WATER METER CATCH 8 IN BY STOR WATER , STORM PIPE. W w VATCH SIN BY STOR T R ` Q AND } DCV ASSEMBLY MANAGE INC.IN SEE DETAIL 10/C4.0_ 1 N -SEE DE �_4LC4� \ - CONTROL POINT IE OUT,6134.50(6-) jj , WATERLINE NOTES crLn X R • �, , ///PROP ' IE IN=137. � \ 1. WATER SERVICE SHALL BE COPPER CONFORMING TO ASTM 1388, 11PE K . Q_ '709m MANHOLE CONNECT T EKIS � SED PROPERT /U0E IE OUT=137. � ( ��_- .. b.__- �.�- __._..• S�.N'r;ARY A+ANHpLE 12. 0.1. WAT RLIN 1 _ '� ___ _ ----..--- - -- 1 , (,!) _ --- - - I 2. CON WATER SERVICE WITH THE CITY OF TIGARD. A i1'HAL I 1 TRACTOR TO COORDINATE ••-•• NOTE TABLE JA COtePETE 1 ,M, 1 i , 03 t,� wATFA METER _ i 1 ~ �� 11, NOTE DESCRIPTION RIM ELEV I.E. ELEV SIZE FLOW ' - CA104 HASIN ,,r - .?CN ROD I f \"' ^ •1•' D -'� tl •• '• 1 4" STORM • 1.0x MIN`' J I tf �..�" U STORM MANHOLE 152.64 E X140.94 24" OUT r �- J - VERIZON MANHOLE _ _- i X19 ��!esr/ W $' •1 S.E.='40.94 12" IN •� s' • U SANITARY MANHOLE 152.41 E•=137.61 12" IN MAIL BOX ECT TO O °y _ 'R T p W.=137.41 12" OUT X • FENCE d' _ cv a r� '� "''� N.•138.81 8" IN I TING �.= QQ CATCH BASIN 137.83 W.=136.28 12" OUT • GAS VAI-14 88•LF 48• IE=137. 6' v N ` O • SANITARY MANHOLE 143.99 E.-135.59 15" IN --- P „ F', .� _ �____ �.� WELL TO �F_ AGANDO ED 1PER OREGON Sj4TEiS. 133 as 12" IN GE c IINe =131.6 10 , 1 �• W.-133.29 15" OUT GAS • cA'. ( NF 1 > HEALTH D PARIMENT ( STORM MANHOLE 144.75 W.-140.1 10" OUT t E.-140.25 12" IN L� - cA:. FINK ;, 137 TENT PIPE 00.3X -- --� `� REQUIREMENTS i � � • CATCH r N =1 12" our I ` • O_ C C BASIN 145.28 .W. 43.08 POWER POLE 1 ,.� SANITARY MANHOLE 137.68 E. 13 . B 2 -- _' POWER LINE I '�� CM�__..--L--,._ _ I 1 1 PUMP i _ (t Ov.•y W.=130.98 12" OUT -- DC\04AN :CONTROL MH _ 48 P ST MH SHOUSE SANITARY MANHOLE 136.56 N.E.=122.86 12" IN (l:'I u CATV PEOtSTAL ' I RIM-135.00:t `" ��• f1 1 _ ` S.W.=122.56 12' OUT CATV L IE IN=134.26'• m 1 f r"_l 4�• v 1 I Q SANITARY MANHOLE 136.37 N.E-=123.07 12" IN i lE I =i j6. HOUSE 1 1 -122.87 t IE 1=1 2. ") 1 _ _ x ____ s.W. 2" OUT 1 a C [ ME•ER IE IN=131.81sst48 t r w.=123.5% 6" IN 1 IE OUT=1318 ) 1 ^ Tc 1 Ic STORM MANHOLE 137.04 E.-134.34 12" IN • CrIFR4� s . ISUMP-12W ; ! CONTRACTOR SHA L IP `` •1 E_Xt!?'F-SAN•:DATER T OUSE i N.-117 45 12" ou ' � � ` � u SANITARY MANHOLE 136.45 E.=117.45 12" IN AND R CON ECT TO PROP SED 1 '� N'N.=18.85 12" IN 5 "," BUILDI G K?.,� 1 'p S.W.=111.65 36" OUT - HAW1HRrNdI ! L I 1 .50 4 � P � , .+� STORM MANHOLE 136.14 E.=132.39 12;, IN I i , t N.=132.29 1�„ OUT vZN VERIZl1A UNE I TYP /+ W.=132.39 12, IN W - • WATER LIWE I 'S - • 1 ` CATCH BASIN 135.66 E=132.36 '2" OUT FIRE i rQRANT I CATCH BASIN 135.87 w=132 82 - I • o i . 12" OUT E.=131.21 2" 1 N w - WATER VAl_1IE I I 4 ` 1 t 1 STORM MANHOLE 135.3i N-131.16 2" OUT _ _Q» - SIGN 5.-131.11 12.. IN }- ` • STORM MANHOLE 136.23 N.=130.03 12" OUT W IRON PIPE 1 1 [E=138.4 •� r 1 ..., ��g� 1 x; , 130.13 '2" IN BOLLARDAQ T _ S=130.33 12" IN z J ~� ' + f LAY AREA - �`- 1 1 W.=130.13 12" IN Z �--• Z 1 -� 1 1 \ ; ® STORM MANHOLE 136.25 N.-130.05 1� IN �•1 F- 1 �^ t- 'Q (B - GAS ME TF'Z ', i E.=130.05 12" IN 4:11< • RI%R L , 5: ' �1 n 1 I _142 -` r i J WLj ELL • rr�----r -} -�t 1 + \ i _._._,_ _ 5 ' ( W.-129.70 L d EXISTING \ L•_ , s.=129.95 I z;. T OUT [ '1 11 LLJ CATCH BASIN 135.78 E.-129.68 12" IN 'U W a • u'cl;wOl,s 1 1 C4 N _ I 4N PAD _r_ -' 1 g I r. x j " 143 CATCH BASIN 135.75 W.-130.45 12 OUT O - OAK , )OPEI 1� 142 4 �,"'"' 1--'' r-� SANITARY MANHOLE 133.89 N.E.-123.59 12" IN I J� EASEMENT RFC . NT I N7. 980&)214 __1"- 1 1� ------ ----- 1r ��- -- ..^` ¢-f+t� .. f- --� S.W.=123.54 t2" OUT V) Y3� - •` r r __S J-- rte. • , 1 1 I " - SOU H� y PA":' - y -�„•.. .: .• a � 1 @��,_.._... PGc P ..-_.R .- 'TT�'�'�_ ---7_:.._fK:E. .p�E . , \�+ i1• - 137IPA . - • C�7 -CONTRACT SHALL VER1 cv I g _= = - • -� � � f IF EXISTIN SERVICES IS A81.L .� • �: I Glifi --- c..t as - AS A POI OF CONNECT[ FOR = - } �' ``, , WATER. P TO CONSTR CT10N �,-� - S.W. BONIT ROAD (COU TY ROAD # 736) i 1 C CD STING FIRE c HYDRANT TO REMAIN Milton Ct.,144•W 9112002.00M.8UP20L i•00007 17 of do C3mO AS SUP�.frMD FOR PERW 1 I III! IID ILII 1111 ANI tF ilI [III [lit NII II11 [III IIIc till I�i AIN [III II III 11 I I 1 Ilii 111 U f I it I ILII 11 I [III H i I I 4'. r �1, F 1 ,,. LD1 I I ,.` •. ,•�. I ( ( I I i I i I I I I II III [III i! Ililtl It IlIlliill 1III�1111 IIIIIU IIIIIIIII INIII II II I I I - 1 II4 � II11! I IId � >�I � I I fd.. �I d :d >!� >li4 !d d 27 dd 30 e� , yy j_ 4, Ikk _ VARIES - SEE SITE PLAN _ TOOLED EDGE 6' 1' RADIUS br 60 TOOLED JOINT ----- 6» 7. .• •1• �� 1/4 RADIUS - 1' RADIUS - 29< CROSS SLOPE ONCRETE WALK _ �, t x rTT f i A INN S TOOLED ED( 5' (OR AS NOTED ON PLANS) -� ITT --PAVING SECTION � I I I��I I I�II � �I �° ' . � � � ` '' 1` MIN. u cRoss Roof FINISH � � '♦ ♦r - � -PE TOOLED EDGE EACH SIDE .•• °: ��R�6N" NOTE.- � SLOPE ` CONCRETE SHALL BE 3000 _ iv r ;o • o ;III 2 SAND OR 3140-0" CR. AGG. o • •• �� t y is. _) SIX, .IJMP�1 1%2�' TO 3' - N 3' WIDE= PLAINT 49 iv STRIPE TYPICAL FRES g- I� AST IN PLACE CURB do SIDEWALK. - + EXPIRES: 12/31/03 --ROCK BASE COURSE COMPACTED FILL o 1 { SEE PAVING SECTION NOTE: NOTE: 4' CONCRETE WITH CONTROL -I j CONTRACTOR TO INSURE THAT A MINIMUM OF 7 n 1_ o '-' � * CONCRETE TO HAVE STRENGTH OF 3,000 PSI IN ?.8 GAYS, 2' TO 4' SLUMP. JOINTS AT 5 O.C. AND f CAST IN PLACE- I I I-TI I „I II�;I1 SEE SIDE WALK LAYOUT (SITE PLANS) FOR JOIN' PATTERN. 30 CLEARANCE BE MAINTAINED AT OBSTACLES. EXPANSION JOINTS AT 20 O.C. � y oh CONCRETE CURB �9- • CONTRACTOR HAS OPTION TO POUR SIDEWALK AND CURB SEPERATE. OR AS SHOWN 4 10 ON PLANS. 0 o CONCRETE_ VERTICAL CURS .- MONOLITHIC CV?B -AND SIDEWALK 3 CONCRETE SIDEWALK 4 H 0. ANDICAP PARKING SYMBOL C4.0 N.T.S. �c�ae C4.0 N.T.S. stnt:rux _� J C4.0 N.T.S. �:, stDEw�u C4 0 N.T.S. �sYue O 1 STATEL D SIGNAGE I A ENTER — n 110 V EE Q•Y r O o >� E �~ - TOP OF CURB TO 3/8 _ - 18» NATIVE BACKFILL SEE DETAIL XXXX SEE SPECIFICATIONS FOR .2- % MA•fCH BACK OF W o� g• SIDEWALK ELEVATION 3/8` r 6' TYP. 5' MIN. _ -- -, COMPACTION REQUIREMENTS) a ti1Z .0630 ALUMINUM SIGN PLATE ---- _ _ - _ _ _ _ _ _ __ _ _ T PROPOSED PAVEMENT AREA ol. >; _ e_ ' SEE TYPICAL PAVING SECTION on �+ BLUE BACKGROUND 1 HIGH PAM"" .k N Grp � � - _ _ � �_ _. LANDSCAPE AREA WHITE LETTERE AND BORDER, °I�PmI7 O„i, - - -- - - - - - PAVED AREA � N� N� BAKED ENAMEL VIOLATORS�c=T TV _ _ _ TONING LAM" ----- — . ; Py UP fill 420 PLAN '\ ,o .OgOk�,7o,00,00 ogroo,00,00,00,owoq,awc -- Tits uf.•u in nr, onn n., nnonr o � PAVING SECTION, CRUSHED _ 4 n, w�f `-PRO DE TACTILE ROCK BASE OR LANDSCAPING TAPERED CUR( - WARNING PER A.D.A. CONCRETE FRAME CASING SEC DETAIL XXXX CONCRETE TO BE AN ACCESSIBLE SIGN i -CLEANOUT FR<,ME AND COVER WHERE SHOWN ON PLANS) I. FLUSH WITH AC v DISABLED SYMBOL, 4` STRIPS � _ " \ \',\ \• \ PAINTED PER AT 2'-0 OC TYP. _ � 1'-0' GRANULAR BACKFILL ORES LAW 20 DIA. SCH. 40 GALVANiZED— ' SEE DETAIL XXXX 30' Tom• rPPIIPE PAINTED GLEDDEN 1 � a SEE SPECIFICATIONS FOR / -- 45' ELBOW COMPACTION REQUIREMENTS) J 1. ALL DISABLED STRIPING � oe OOoo 0 °o. 0 C'0 AND SIGNAGE TO COMPI Y OOoo 0 ' APPROVED SEWER LINE iv 000"°o Ooo °0 / WITH ORDINANCE CONCRETE MOUNTING FOOTINGEi > w ooQ Oooc''oho°o p"0°o; -- 1`•-0` GRANULAR BACKFILL ORS 447.233. I - -- 45' WYE O000Oo°Q0o ° o (SEE SPECIFICATIONS FOR zL 0TE: - '�, N _ 0.000000 OVoeoO oo COMPACTION REQUIREMENTS) v 2. DISABLED SIGN TO BE VY THAT SIGNAGE MOUNTED TO SIDE FOR oo ' 0°oo° VAN ACCESS LOCATIONS PROVIDED COMPLIES w � 000 °°oOV0 W 4 -PAINT STRIKE AND MAY BE CENTERED W1TH ADA, STATE AND NI a 0�oQo 9'-O' TYPICAL SEE PLANS FOR STANDARD DISABLED LOCAL HANDICAP CODES r - °;00°G -SEE UTILITY PL�,N FOR PIPE tO DIA. •� °OO000' o ° -�- -`-� SPACES. °oeo00°o "0010 C, SIZE AND ' YPE MAIN PIPE O r5""\ HANDICAP PARKING STRIPING s HANDICAP PAR EL AT10N °°°Q°° °°° °� c ) w KING SIGN _ 7 CLEANOUT 8 UTILITY TRENCH BEDDING AND BACKFILL o C4.O N.T.S. NsT�tt, C4.0 N.T.S. N9ClI, -� -- - ,:, C4.0 N.T.S. CLEANOUT C4.0 N.T.S. a o REINFORCING elves WITH GENERAL NOTES: MINIMUM 6' MENtAP _ __ 8" OUTLLT FOR PERI plpE STUB (STD) 1.) STORMFILTER BY STORMWATER MAWl,EMLNT IAC., PORTLAND, OREGON (800/546-4667). STD. MF FRAME AND COVER STD. MII FRAME AND COVER-� RIM = 140.53E --(BY C DR) ?,) CATCH BASIN UST SET LEVEL M FLAT TOP SLAB �RIM 138.00E FLAT TOP SLAB- 3•) EXTERNAL PIPING AND COUPLINGS TO BE PROVIDED BY OTHERS. e 4•) FLEXIBLE COUPLING TO BE USED AT INLET & OUTLET. FERNCO OR ENGINEER APPROVED. - 5•) PERIMETER SLAB TO BE PROVIDED BY CONTRACTOR. t -' I 1 t t t '_-'_-'-''---- r a 6•) STORMFILTER REQUIRES REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE FINISH GRADE ALUMINIZED STEEL MANHOLE a 7.) CATCH BASIN STORMFILTER STRUCTURAL SPECIFICATIONS: MANUAL FOR DFTULS 8 it i —48' ALUMINIZED STEEL MANHDLE 80 OVERFLOW _ d - - LOAD RATING- 20.E LB. ELEV.-_= 135.50 WELD ALL JOINTS - CONSTRUCTION:COATING: C�ORROSSIONN RESISTANT.EL Nl SURFACES e UNIT WEIGHT: 650 I.B. __ INLET GRATE: DUCTILE IRON (2) ` DIA. BOLTS 28 MI PERIMETER SLAB: REQUIRED WELD ALL JOINTS LEARlyNC � n FLEXIBLE COUPLING I IE 1N 131.81(48') 1 II v 1 It 88 LF 48" 16 GAGE i \\.,-IE IN = 137.07(8 ) UFTM EVE �) a I ALUMINIZED TYPE 2 _ _ STEEL PIPE 00.37E . - 6 - FLEXIBLE-___ L..EXIBLE �' $OLD LO INLET GRATE INLET PIPE � �FLEXIBLE COUPLING 6- it 3r COUPLING IE IN 132.00(48') STUB (OPTIMAL) � IE OUT = 131.81(A`) _____--- - --- - ` �:I I—�--- ---------------- ~ 12' - _{—� —III-) CATCH BASIN STORMFILTER - PLAN VIEWSum- 11ILM ORIFICE DIA. = 2.22-' -1 i I I I I �I I { I�!I I h o w -COMPACTED GRANULAR LEV=131.31 � � Xn J (� BOTTOM OF ORIFICES ( r o Z tLLJ J MATERIAL TYP. � 4+ r 0 K79 ALUMINIZED STEEL CONTROL. MANHOLE 2 cy `� Ld:moo 4.0 N.T.S. CONTM011 U � PERIMETER SLAB W 3.000 PSI CG•NCRETE 20 4#-10' (BY CONTRACMR) ---- --- - -" - _� 4 2'-5" 2-/4 REINFORC�+c eARs lv (er CONTRACTat) �` I 7 1 1< -- FXV! • CKAMM k Z CRETE WALK °! [7�f111W -- ' t"'slM:' r 1 • ' . SCIAl pq MfE1R CREST -- Wflu Ij q Ga � s,fit ��'s�•,,, l ! . I 40 8 •1UT1•ET PIPE N --- ryN � Q *� ��•, VARIES W OATERFLOw '' W I xk nl� 7 4°3•qtr^.a 4� �- (�) �' R TMf L 1KEIR WITH � fLTE1t co > CIFANOIlT { 2` SAND OR cw�ee �atT/amer awt� - aw�wae I o -CAs r IN PLACE 3/4`-0' CR. 2 2-5 WOw wOoR ouniT O ♦ r r r IV— CURB k SIOEWAUU►G11 _ � I to TURN DOWN FOOTING ON SIDEWALK W!`eERE FINISH GRADE IS NELOW TOP OF SIDEWALK AS SHOWN ON PLANS mo a I f CATCH BASIN STORMFILTER - SECTI@1i1 'VIEW CATCH BASIN STORMFILTER - SECTION VIEW Z -3 low ILT.& --- the 11111m 4>u i 710"\ TURN D®WN F�ETAIVOG WALL. a"""" "� `'"'""` Na ��'�• �' SAM� Milton Ct., 14440 �' 6,I�re�A. aeB 4Rla 0.6 5172002-00006,BUP2002-00067 I r .F..i'.' 4 fir. 0.1 t✓ M,� •i / !� - 46 of 50 w C480 Ac1cv FOR -NO, – a a ." r:'. .,,- .. .,.-. ,...rw.++.w.•..•....._._.............•...........,..-•.-....,........_._..._. ,•,....-. ._. .__.. _...._._ - __-..._._...- ..,. ... _ _ _ -__•_,,,,,,,,-",w,,._--..,. -,a m.rasr..+,"•,..,n•,.re+wr ..,. ..,,..- , ., - ,.r n.. :. ... ,..>hsr nava:..:.n,r,;rrwaYwtcr:.. ...r r .u+,dM.rwW1M' .r „{ 5, I r I 1 s:=. ww•.MolYltrctrt u� w . Y +. '.' 6a•.: t. �: . 1 1 1 1 1 1 11 l i 11 ;r- � � �, I I I 1111 1111 IIIA 1111 IIIA Ilii IIIA IIIA (111111 Ii I I t } " '�' + >'r �" a Cm � � Jill illi�li ILII 1111 111'1111 VIII �ll�illl ilil�llllll III 1► illi ILII I IIIiII II II11 I U 1111 Illtl�!II IIIA 1111 1111 111 III I ;} a t { ' it ` 100 w I>Z 1!1 1'7' 1• l 0 �O 21 3t B $.1 A 14y r �fe�I T7',a fyti, `I�,�, %�7 �.. r ✓.,� I __.-- ..7, Y 1 T u y r NS �',� fi JS} nk 7Esr'��t f��Ka , •,?i._ r,.:- b�yXu,. --', r AA } , i t r�°• I I ,yr> L • TOPOGRAPHICAL SURVEY '• ' • ' ' \ FOR TRI COUNTY INDUSTRIAL PARK INC. IN LOT 1, 'BONITA INDUSTRIAL PARK" , 60.• IN THE HICKLIN D.L.C. NO. 43 '• •• ,• ' IN THE N.E. 1/4. SECTION 12, TWS, R1 W. W.M. ' / \�t CITY OF TIGARD WASHINGTON COUNTY, OREGON SCALE 1" 20' SEPT. 27, 2000 NOTE TABLE " NOTE DESCRIPTION RIM ELEV I.E. ELEV SIZE FLOW - o � M U� LOT 2 --TT STORM MANHOLE 152.64 N. - 140.74 24" UU 1 2 °n f� 201612 I! 1 0 10 20 40 : I I r E. - 140.94 24" IN � S.E. - 14(j.94 12" IN ►� / �� _ (2) SANITARY MANHOLE 152.41 E. - 137.61 12" IN - W. = 137.41 12" OUT 291 a pc i / �• \ N. = 138.81 8" IN o / I (3) CATCH BASIN 137.83 W. - 136.28 12" OUT CONTROL POINT TABLE _l SANITARY MANHOLE 143.99 W. z 133.29 15" JUT °y '►b S. - 133.44 12" IN x ` OE \ NUMBER DESCRIPTION ELEVATION rJ STORM MANHOLE 144.75 W. = 140.15 10" OUT o N \ E. - 140.25 12" IN a w I 1 PK NAIL 148.52 � f 2 PK NAIL AIL 146.48 (6) CATCH BASIN 145.28 N.W. - 143.08 12" OUT "- I'1 SANITARY MANHOLE 137.68 E. - 131.18 12" IN �: ~ \ .2910 MAG. NAZI. 145.78 W - 130.98 12' OUT u + e; SANITARY MANHOLE 136.56 N.E. - 122.86 12 IN400 RED CONTROLCAP 135.81 �$ 1� Y' S.W. - 122.56 12" OUT I> 442 RED CONTROL CAP 139.99 SANITARY MANHOLE 136.37 N.E. = 123.07 12" IN ' : I \/ S.W. - 122.87 12" OUT NOES: W. - 123.57 8" IN Ica o / (Co) STORM MANHOLE 137.04 E. - 134.34 12" IN vAult i � i � 1 - WOODEN CHICKEN COOP COVERED WITH N. 134.14 12" OUT BLACKBERRIES. NO FOUNDATION ii) SANITARY MANHOLE 136.45 E. - 117.45 12" IN APPROXIMATE YMANHOLE (!D DUE TO LARGE3EVOLUME OF'S ARE N.E. = 118.05 " IN N. = 111.$5 36" IN I 1 1'4 SANITARY MATERIAL FLOWING THROUGH S.W. - 111.65 36" OUT 1 c I I PIPES. 11z STORM MANHOLE 136.14 E. = 132.39 12" IN I I N. = 132.29 12" OUT r I I BARN - BOON ARPY PER ARK PLAT OF "BONITA W - 132.39 12" IN c \ � S. = 133.74 12" IN I $ I I3 CATCH BASIN 135.66 E. - 132.36 12" OUT 441 SEE (!4 CA•fCH BASIN 135.87 W. - 132.8 12" OUT NOTE 1 �+ is STORM MANHOLE 136.31 N. - 131.16 12" OUT E. - 131.21 12" IN S. = 131.11 12" IN v STORM MANHOLE136.23 N. - 130.03 12" OUT > Z TRACT 08'* I '61 0 E. = 130.13 12. IN � (.) An W. - 130.13 12" 1 N ui -^ i 17 STORM MANHOLE 136.25 N. - 130.05 11 IN - I I I! E. = 130.05 12" IN O S. = 129.95 12" IN I W W. - 129.70 12" OUT ,.- '. I LOT 1 1e CATCH BASIN 135.78 E. = 129.68 12" IN `T / I W. - 129.38 12" OUT LEGEND I �-14) CA11:H BASIN 135.75 W. = 130.45 12" OUT ® CONTROL POINT i2� SANITARY' MANHOLE 133.89 N.E. _ '23.59 12" IN (a n I I \ S.W. - 123.r.4 12" OUT ® - STORM MANHOLE m - SANTIARY MANHOLE - ASPHALT / I I \ ELEVATIONS BASED ON WASHINrTCN COUNTY BENI)H MARK N0. 464 CONCRETE ; " I \ DESCRIPTION: ELEV.- 198.84 ® - CATCH BASIN (I - WATER METER / .... .. .. Z / %.. I x J I \ • - IRON ROD / j I c.� 11' \ OSHD BRASS DISK IN CONCRETE SIDEWALK AT TIME NORTHWEST CORNER Q = VERIZON MANHOLE / p I ` ' OF THE BRIDGE ON BONITA ROAD OVER 1-5. 1 FOOT EAST OF THE WEST (9 - MAIL BOX / I \ END OF THE BRIDGE. 1 1/2 FEET NORTH OF THE NORTH CURB. Q --- :-- ■__= FENCE / D4 - GAS VALVE -.Q-pm -- PGE LINE ; _"i-,,,, = GAS LINE 30 ,� / � w .•' '.'�'.•.•. � '�• ..' ..•.'�' I v - GAS FINK - POWER POLE 220A CURVE DATA �• , - - POWER LINE > " I DEADMAN S 891r0r W 50.00 " t�) = CAN PEDISTAL I / + 4 " a CURVE DELTA RADIUS ARC CHORD CHORD BEARING Q - GRAVEL PUMP = P.G.E. 10ETER HOUSE \Ir C1 00'20'09" 1736.73 10.18 10.18 S 11'35'27" E = CHERRY / " ® HOUSE j \ C2 18'55'59" hI " WS.OQ 166.87 166.12 N 10'37'54 APPLE. ) , C3 10'39'59" 1736.73 323.32 322.85 S 1 7'05'31" E 0 / x \ - HAWTHRONE / y/ �� Z I .. 'I--;;;;'...•.•. ... �� j \ Q -- �- mss.--• VERIZON LINE ' -w -w -• WATER LINE REGISTERED •- " •.;;.•;•.•':',:•;'.•.••,•.,.::....:,. � ; • \ PROFESSIONAL - FIRE HYDRANT , I H i I DEVELOPMEnT A I,u WATER VALVE / " i \ LAND SURVEYOR conSTIUCTM Z E Z Z SIGN It J - ° 0 1 `1�1 1 �0 � \ SEiviCZiinn. _ O - IRON PIPE .x " " \ N (.) J O = BOLLARD ...'.;.... OREGON ® GAS METER S " \ ( \ AILY 13. 1979 339 W. MAIN STREET c/) \ \ HILLSBORO, OREGON 97123 (503) 648-49'99 Q - RISER / \ I \ JOHN M.1856 PETERSON Z = WELL . DECIDUOUS , I \\ \ RENEWAL 12/31/00 JOB # 0008015 0 • - OAK Pin_ II I \ I TRANS X ON PAD - SOUTHERN PACIFIC RAILROAD - - - 2 10' SLOPE EASEMENT RECOPE D IN DOCUMEOT NO. 96OW214 • 229.20 It �� e .� Q n /,1 F 1 t rP' 't Yom'"�- • • • • 1'�� - - 14 Z_-.� �'i_�°`_ _p(;� d • •• • • • --- �J 1 , )✓ A , / ///r /ol or / r + c HIRE /JJ / / / ,✓ / !►�. sTA IQD (COUNTY IOD ' � Z Y sl 3r 1 i3 _ ata 3 � p a cl = a w► Milton Ct„ 14440 SIT2002-00006,BUP2002-00087 C5mO , 49 0l s0 r AS SUBTTED FOR f'ERtv�T Ilk oil IIII I , it I I r v i 7y t qd "0 i 10A�11Il1+pNiLw*mV cms 1II1it tl I IIII 1 22 23 24 26 2e 27 28 20 30 . .•--- -- "�"s ' " " x `s •: r t '•'e 2r 1+ r t ti qa p;. {,1 • • • + • • • C LLJ CD LAJ ' U • Z N Y C aa Z LA J \ I U \ BARN \ v aCID so n 1 . \ 3 O \ � 1 N _. T \ � �_ G – valley Roos Pieria ...._ C7 39 (b) \ 0 1 9 (b)e•s Laurel FIortu9 5 FloweringPear I " \ Q I � n arlmg Bouquet Vlburm be (3) �Unlque Rhododenc'ron 18-24" (3) 11/2cal. l,J 3 Emerald Galety EuoVus Ig (5) DWf. Box ood 18" (3) \ J Mre. Furnival R+ nodoa:endron 18-24" (1) Play Area \ Blue Oat Gras* lg (5) ' IKinnicklnntck _ ,•• � \ vine Maple We I I Noily � e 3 ) it • - � TO 0 's o Uniqus Rhododendron 1 by ChI 18-24" (5) ` n Velle� Ross Pieria I • -Otto L Laurel •✓ (3) ` ul - LEAR IING TREF. DAY 8CIa00L ' Columnar Red Maple �.' ` F �1� CHURCH i, 4 , � r (6) 7 Parking Lot Q'° W N L'J LLJ _ Jacqumontl Birch , r t— 1 1/2" cal. (3) V Purpple Fountain Grass -I.'' ' I (5) 1 I Q Emerald tia tett' ,L Euonymus Ig (3) `� — • • "1 ~ Inghem's Unite �• `•,r`.•F.. :,,.....,��::;+' I -� Rhododendron 18-24" (3) Play Area • ' Da`�I¢.Co�ri (bun _ — valley Rose Pieria ' ~•- '� I Doublenis Viburnum 3 (5) �n— D•rm this outlined area up ".•: 3g (5) g 2'-6" to 3 feet to provides g. - ---� C orparking lot from the Air JJ 1 — — — �1 •�_ `-_ _ - '��,�f- �--•--�`/ I.,,1 3 V LAJ ( ` g ! a Vlb�r+Kir (!,) 1 k�ue R'lododendron Akebono Flowwft Purple Fountain Grass Ig (3) p o v v t'al dor 64eh-0rrt'r4" �. Ak'�!t�% i' .M1 ��y� m F-- N.; Cherry 2 ca,. Mir,.78) Mt. Firs Plsrls 3g (5)J M a , 3m'-® • acl ',lax. KlnnlckJrinidc I NOTE R Otto LuyMw1 Laur•I 3g (9) spacing 9 MAINTAIN 24 CLEARANCE dET11�EN TREES AND CONCVWTE as ZIA � �� Spring Bouquet 81DEWALKD AND GURDS. /� S W B ON I TA ROAD (COUNTY R�'AD # 736) Viburnum yg (�' Milton Ct.,14440 Ll 50 31 T 200 2.00008,9 U P 200 2-0008 7 50 of 50 r••ur�r� �.. 11 oil ■ N • - ., r Int I nj Iiji�il I I t .��,. 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