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10950 SW DURHAM ROAD 7- SYCAMORE TIIRRACB APARTMEPITS "-"- - - . .p_ROJBCT INFORMATION DISTRICTS FINISH Cp (hitline Specificatons .ADEMINIMUM2� AWAY FROM BUILDING FOR 5' -0" .STORM MATER SCHOOL DISTRICT TIGARD TE�LErON ELEMENIAtA " 1E S.F. - 4.85 ACRES HARGED 1 . Parkin areas and drive s will have asphaltic concrete TIGARD HIGH SCHOOL _1 . OU'"IM, WALL IN TO APPROVED SYSTEM. --- BUILDING AREA (GROUND)---------- 31,218 S.F. - 14 . 78a I 1 • ' ► (Li • Y\YI"J ALL BATH ROOMS SHALL HAVE 2Xb STUDS. paving with square top extruded concrete curia. wATBIt DISTRICT - CITY OF TIGARD, OREGON � C'= c"'�,• ��• !�. • t . 11 • PROV 11)E PUS I T IVB CRA ; ' F'• ]�iD TRUSSES IN SPACE DInAIN ON ALL BUILDINGS. 2. Landsca i All areas around the buildings will be sod DRIVEWAY � PARKING-------------- 59,435 S.F. - 28 . 13 -- -�-�= g gratis - FIRE DISTRICT - WASHINGTON COUNTY FIRE DISTRICT 41 J ,_ ��° AL,I, BUI �.__ .. 6 • FIRE? STOP 2 BUILDINGS SHALL HAVE WIND BRACING. ani areas around the buildings to be planted will ha- shrubs -- - -- ;.F. 57 .09'1 r I L �, -» 'y HOUR FIR LANDSCAPE/OPEN AREA-- ----- - 120,613 v 7 - ALL WIN ALL AND PARTY WALL EVERY 101 -ON (TYP) . of an appropraite size and varieties as shown on the landscape PARK DIS'1'ttICT' - �(ITY OF TIGARD, OREGON PARK DISTRICT �:-- r � i 1 ;,•,!c 4 a t � WINDOWS 504 OPERABLE. 9_ BATH VENT 50C plan. TOTAL BUILDING AREA 75,456 S.F. -- ! r �.j f , ,( ` ti• EXHAUST FAN, VENT TO OUTSIDE WALL. ^�' i ri�'!y r h• TIGARD 2 PUBLIC UTILITIES \n- uy L1I1 3. Concrete: Concrete for foundation walls, footing slabs, platforms ---- AUCAK) -M W+L ZN3 2 AND BEI'I t D..:G FIR. ND HP!![Lli]C WILT, HE and walks will be . 500 psi. Structural slabs shall be 3000 psi. { BUILDING AREA ELECTRICITY - PORTLAND GUNERAL ELECTRIC N •�_ r �.J -+ ^• "'e I_- USEfl �t 9!l$. ___ y e A I 1 I 10• JkI 4. Roofing: Roofing shall be 2351b. Composition Roof Shingles. GAS NORTHWEST NATURAL GAS COMPANY OHS ARE '10 STJT) . )--------- --------- r - ' UIJ � '' I �� 11. � S`RX'S: I1NL AND �. � BUILDINGS ( 9 -- - 94 UNITS = ly+ UlJ1TS/'F.C. ' U*JP ' 31C 5. Siding: Siding shall be L.P. Inner-Seal Lap Siding installed TELEPHONE GEFERAL TELEPHONE Iw: IN L ---------•--- 1 1 1 12. E WITH WALLS SEPFTiXI'ING UNITS Fist rl EK7i in accordance with the manufacturers recommendations. LAUNDRY ROOMS- 2 UNITS O�1' m - DOMESTIC WATER: CITY OF TIGARD I � 1 ........., r ...,. �= S[4r'rICl1 2516 - 1`II+G OF TyT} EJUIPMENT ROOM------------------ 1 UNIT SANITARY SEWER: CITY OF TIGARD I14M NOKINAL SIZE LUMI ER, GYP" WALi.1 kX)ARU 6. Doors and Hardware: All exterior entrance doors shall be metal - M �`1' BF. IM''TAL� IN THE FOLIDAING LOCATIONS: six panel covered wood. Interior doors shall be six A. IN panel wood. = OFFICIZ------------ ------------------ 1 UNIT PUBLIC TRANSIT_ LL. • A>� SPA[g (7F THE STUD WALLS AT Dom: CEILING AND FI1XR LEVELS All doors shall be prehung with finish of. door butts to be the BUI,,DING "A"-----TWO STORY------ 12 - 1 BEDROOM-1 BATH I i i + \\�` �.�.. B_ AT AIT. IIP JoWr DMRVAL. A M THE LEICrH OF WALL_ same as the finish of the latch sets. . Trim hardware shall be i NEAREST BUS - TRI-MET BUS ROUTE #12 ONS BES COWL 3) V�1'ICAI. AND H[)RI7i(1�1'AL Schlage F series or comparable. BUILDING "B"-- _--TWO STORY------ 12 - 1 BEDROOM-1 BATH ROUT$ AND STOP - BUS STOP AT KING CITY PLAZA 14. 1• tSKM '�_� AS (X.XYR AT SCEFI'1"S. 7. windows. Al _ - � . .»---- ----- - J ._..., ... ,_ .. ._ ,.11 ....... _ I(]N: _ 1 windows shall b�.: aluminum a3 manufactured' by BUILDING (. -TWO STORY- 4 1 BEDROOM-1 BATH ALL F.gGlli' T+ Milgard Manufacturing, Inc. or an approved equal . . Exterior trim » »_» SINGS SHALL HAVE R-11 IN THE WALLS. g to q BUILDING D E TWO STORY------ 8 - 1 BEDROOM-1 BATH a EQI2 L*UT around windows shall be cedar as detailed. VICINITY MAP O ��� SHAi.i. HAVE R-11 IN THE WALLS AIL 'Ii4FJ'4VE UNl'r BUILDIWr' "F" -----TWO STORY------ 8 2 BEDROOM-1 BATH 0 Iw I . HAVE R-13 IN THE WALLS. 8. Dryw, ll : All wood stud partitions shall have gypsum Wallboard O 0) IIG SHALT, HAVE R-13 IN THE WALLS. with a splatter finish. Ceilings to be similar. BUT`.DING "G"-----THREE STORY---- 12 - 2 BEDROOM-1 BATH \ N. T. S. Q J 'J,L NIJII TMS S MU- HAVE R-19 LOOM TIW. FUM AND BETWI•�I FLOORS B,IiT,DING "H"-----THREE STORY--- 12 - 2 BEDROOM-2 BATH CITY OF TI?,�RD ANL1 R--18 9. Resilient irloorinq: Floor covering shall be sheet goods as manu- i IN THE A�l"r'IC. ------- ---- 15. r� �, ��� ;�L BE 2X4 @ 16" O.C.. andfactbath by Armstrong or equal . Base shall be vinyl in kitchen � » "______ Approved......................................... .. (L� � BUILDING I THREE STORY---- 18 - 2 BEDROOM-2 BATH Condltlanelty Appro ^r+ .... . r W 0 16. W1XJLTI0N SHALL BE AS RHWIRER BY UBC--85 EDITION. . ... • ••••••• . I TUALATIN VALLEY FIRE MUSNAL OFHQ F.. W 10. Carpet shall be P.H.A. approved. TOTAL. UNITS---- 94 For only the c 4 fly. AF�F'Ri)VED i' , F :t",iT NO Qy . . . . . . 400lsl!cr i�: . ;- CONDITIONALLY 0\�E 11 . ''aint Glidden or an approved equal of types for locations to PARKING 94 CARPORTS .. . ... ...... ................................... .F ]: LY AFPrt p • , • • , �� LLJ ............................................... 9 NOT AN APP used. 47 OPEN Att�r,'� APPROVAL lift OV NI 18N O ROYAL, O' V I7IRF.5DOF'I' : TOTAL 141 STALLS0MISW �.. Lj FRAMING: 12 . Appliances: All appliances ( range, refrigerator, dishwasher JobAdem:: :: 4/ SEE=�LIIICR _ Z J and garbage di3posal shall be General Electric or Hotpoint. ZONE------------R-25 :i �U J IN ALT. WOOD FftAl+1® Mp',idS AND LOAD-HEARING STUDS 3N THE BY. .. _--- �. G_.-=: �; E', _.... �* �- A E O � PARTI'PIONS, F ia-91DWING CON- 13. Electrical Work shall be installed in accordance with the TYPE V-N GROUP R-1 1 1 W FIRST STORY OF THE THREE W I~ 0 Z SISTING OF 2_ N�LNAId.Y- STORY BUILDINGS SHALL BE National ElectricaL Code. TAX LOTS 800-900 --- S.W. DURHAM ROAD COi 0 ��, Int � �� - MN RIM->Iso.�,t' � � � X) MATMAI�S MIST' IW. INSTALLED FRAMED WITH 3"X4" OR 14_ Plumbing fixtures snall be American Standard or. Kohler. CO 2"X6" STUDS SPACED N(YI' TIGARD, OREGON 1.E.13a.oi 0U J AT ALL FIOCIR AI47 CEILING IEJPIS. MORE THAN 16" O.C. . Cr � � >I4l�IIiATIQ4S IN THIS PRESfRIBE1) \ - ��++ >> FII�I�'ING TC) ACCOMMODATE 379.01' 6i. Q N 7- WIR.I G, PllMMC, AND OnIER SIMS- THREE-STORY BUILDINGS: - .. .. LAR UTILITY MW MUST BF: PACKED BUILDIN.S "G" , "H" AND "I" • Wr%I N�1 MA'I'13RIAiS SHALL BE ONE-HOUR THROUGH- LEGAL DESCRIPTION , IN AN APPIt711I'Y) MANNER SO AS TO f• • �� OOT. USE 5/8" TYPE "X" GYP � beginning at the Northwest corner of the Northeast quarter ofPFWII � • 1 r THE PAs• OF FZJW- BOARD ON ALL EXTERUIR WALLS. Section 15, Township 2 South. Range 1 Wast Willamette Meridian, � a UW Ste. •2516 I Washington Coutrt-y, Ors7ons thence North 89 52 East 1104 feet to a . Point SO feet East of the Northwest corner of Lot 26, WILLOW DROOR INARATION FLAME �Ap_ 1t,rA.RN), Washington County, Oregon' thence Southerly 449.0 feet, _ Z -thence Easterly 292.05 feet to a point on the Easterly line of that 1? BOG _ '� tract described in deed recorded January 10, 1962 in Book 455, Page ? BEQ�, •Q O THE AF&R AAND TI+1IR BAIhG S - 546, Records or Washington County, Oregon: thence Northerly along M , INNS WH PHS'' AND ���WI said Easterly line 69.S feet to the South line o! said Lot 26, and / WHICH .•\RE NOT IN aQ4'1'ACI' WITH THE T p the Southeast corner of that tract conveyed to George C. Burke by M, i r .4 H = W UPPPR SURFACE OF THE.. CEILDG AND deed recorded in Book 162, Page 18S, Records of Washington County, ej ° UI" StWAM CF THE F OTR, Ab NORTH Oregon; thence Westerly along said Burke South line 115. 45 feet to �~ � - I the Southwest Corner of said Burke tracts thence Northerly along the at 0 THE CASE MAY BL•', MUST' HAVE A West line of said Burke tract 177. 2 feet to the North line of said /-� • FLAME SPREAD RATING OF NOT ;• � ,,• pEr . Lot 26, thence Westerly along the North line of said Lot to the ... Asiyl }111° TO EXCEED 25 AND A SHORE DE�-- point of beginning--------------------------•------------••------•� 3� ! ( c I VXIAPMIl NT CLASSIFICATION OF NOT GREATER THAN 450 AS MEA- SURED ON THE STEINER TUNNEL I , - l ~ `-' cc TEPT SCALE REFERRED TO AS I �•� , +G �y UBC STAMARD NO. 42-1 . USC lis- I.P. _ ii �8s;o.70' � LU A N L1N E II-r RA aG!~ ' W ILL_ Ili GES Gti�p l^1 EN ?'El.E !- - -- �' BLDG. 'B' X �!a H .PE/r ICaN I-P 1 12 1 BEDROOM - 1 BATH Z D1 Q l-r1 r \ I .wait - \ .1"'_ (G1• A Lc ..,.m..r rb �C l 01.54 < Cr Ij 0 F m r _ �!f of M• � • I PAUL W .,,,� _ /' ,� 1 !. I.E. Mm d .._........ _. w r9 Q E. t!R OKE' .. L C0 OF \" lel WP N M �\...(Y. -JF _ Ia w •s. 1 // W.I. FEXC6 I ..._......... SLOG •C'�,Su Ip m .. .. I� A\ \ 4.. 1 i+ ROOM _ LI� , i i 001 .. .. _�» •+o+it• �.P. .. .. "59.09' � r... J qk PTA L I N E IN I,1 b INDEX JA14 - ELRVATIONS tG SECTION - R . �i I -T k k.FT. ;' ' CORNICE 6 RAR$ aPtTAIIr - scttssN [1STAILB a 1 M P FAV E r . A 1 -- SITE P LAIR - LEGAL i PROJECT INFORMATION AIS - URVAT IONS 6 SECTION - BLDQ "G" - TMS SWTIOI N N A 2 - BUILDING AND PARKING LOT LAYOUT I� c ; l TI 'f ( =,XVAT IONS 6 SI>!C'PI09di - 91<. i I'H" 4 ",I• , 2 0, tie Y O 11 PQLE A 3 - DRAINAGE PLAN - RETAINING WALL DETAILS �` O A 4 - TYPICAL APARTMENT UNITS - SCHEDULES II �. }' Llllw?SCAPB PLATO CA /'4010� SITE PLAN- A 4 . 1 - OFFICE; PLAN AND ELEVATIONS - RAILING birrAILS ' �• 1 •- NA'ta PLAN ':�w > -- N A 4.2 - CABINET DETAILS �� u1 \t� . C 2 -•. IIIJMITART S01RR PLAN w c� '( h.P'E. f-lo W r I c7!`: T 1= I A 1 1'"3 0'-0 A 4. 3 - END TR EATMI3N P dBT?1I LS - BAY WIND'VW DETAIL C 3 - STOIitM ORAI11 PLAN '' w TWO STORY :STAIR DETAIL � r Z S��r''1AI N• "X S" ALS E A 4 .4 - THREE S�rORY STAIR DE-11AIL � e 1 - SITE BLdCTRICAL 'A" , o a A 5 - FOUNDATION 6 FI�1#MING P1.11N3 - BLI)GI• R 2 - UNIT ELlO('TRICAL LAUNDRY ROOM EXCER.ISE & EQUIP. ROOM A 6 - FOUNDATION 6 PrRAMING PLANS BLDGS "B" & "C" N A 7 - FOUNDATION 6 FRAMING PLANS - BLDGS "D" a "E" " w FOUNDATION DETAILS w A, 8 - FOUNDATION & FRAMING PLANS - BLDG. OF" _ PARTY WALL, & FIRE WALL, to A 9 - FOUNDATION & FRAMING PLANS - BLDG. "G" A10 - FOUNDATION 6 FIU.MIlIG PLANS - B1-0G. "H" P,FPMT'T NO. 891'►90(3 -B909�9 Al2 - FOUELEVDATIONATIONS & FRAMING PLANS - BI A" "i" FOR CON -NTRUCTION U Al2 - ELEVA'1'ION i 6 SECTION - 1�II.[XIS. "A" & " 0" A13 - ELEVATIONS b SECTIO14 - ''LDCs, "C" J� "ir" U. O WINDOW DETAILS - CO BOARD DETAIL 1 - - _ - - I I ,� �:..__,��:_•«-..r.....r.-.+s* - . , ..+.-....e.- =-C...r, .-i+.�+.r,. �rc...+C ..- _. _- _. ._ _..._. ..._-.._._.._..,...._ ..a..w ,_ _ ,;_ ., __ - -- -- - - t r 1_ 1 t 1 I 1 I I I �i 11 I I I I 1 I i I I I I I I ( I I I I Y I 1 I � � �..r �� pt I l I ( I I I I I III�IIIIIyI,111111�IIIIIIIIiIIIIIIlI1111111i11111111111IIIIIt111111i1I11111I1111111Iilllll11111111111lIIIIIII1111111 , .. NOTE: IF THIS MICROFILMED ( 2 -- .-._....4 5 6 . 7 ______8 8 1 O 1 I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE To THF QUALITY OF THE ORIGINAI DRAWING. OE 62 8Z LZ 92 SZ bIIZ EZ ZZ 12 OZ 61 BI LI 91 SI tTI EI ZI 11 01 6 9 L 9 SI t, EI- Z I '•1'" r!I�IIIIIIIII�IIIIIIIU�nnlnn�InIIInI�tIIIII111i1111I11t1111u1ntt�Ilulnu�unlllll�111111111iilIIINII�IUtlll�l�iullll,a111iI���1i111tIIIIliII1111II1�illllllll�lllllllllilllllllllilllllllllillll�llllillll�llll�IIIIl111l�lIIIIIIIIiIIIIIIII1lh1111111iII11�1111U1lllhllill!IIIIN�IWIIIII M B Eli 1 � 19091 , \1 1 1 l c� i • Zo �• tl � O CC 00) < -' z � cc0 Wcco Lij Lo 0 05 C-O Lij \ \ II �' /04: �,4 1261-0° Y �" Apt 7LU x.2 's crI 'f. . Cc cr A w I 9 . ..... cc 40 Ole- uL 14 cy THE ARNA w \ ,` S I .- _ \`', \ �/ �y�• \\ \ \ 111 IY Co RWKXL) O A 4 NDIT SHALL. SIR PROHIBIT,=) AL Q _ �7 - /�I /���./�a ,' 4 I•_ �� /20 ALLOW COtI�$�TRUCTION MATERIALS DBBR�S y c0 ac L �_�.—.---- .IY_ .._- 51.-t - -�- � -- - -- `-�'—O / V/! �d� �I�\/R ' 1r _—..- �..�M - - _—. •1 * ''' I li THIS AARA ftT� - " — - Q v C U ~J res MI:CA"iau OF WILITY LINX jusThL .o I W Z g1 s. o� N` POSTuf BT -131w Ol 1 WING AND PARKING LAYOUT 4 .,.. �.: ,. �., _ �, o '< 3 a2 '1•-30*-0' u C3 c, CNU.J 2 PURM I T N0. 890908-890940 fir• �,••� ,"'.'�'"• r"� �•, +.� -NO' q T w :,.����.�►a �41�� 'IPI )9R� � � }.. _ �, • ._ •��" -.. .._._ ... ._. .++•....••.....y�y s.. .r'.-'...fie^ �a rcr•• �: � _ t.. a•l 1 ill 1 I I I I I I I I I .' ! I I I I I I I I Ill 1 I I I I 1 1 1 I 'I I I I I 1 1 1 1 1 1 I I ( 1 I I I ( I I I I I � I I I I I I71, I ( 11l 1 1 1 1 1 l � l � illlllllrl) 11111 � � 111111111I11111111111tlllllllrl _ NOTE ; I F TH IS M ICROF I LMED �•-�- I--�+- --2----3 4 5 • 6 7 e 9 I o I I 12 DRAWING IS LESS CLEAR THAN ----------- THIS --THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. QE 6Z 8Z LZ 9? SZ OZ EZ ZZ IZ OIIZ 61 91 LII 91 SI bl EI ZI 11 01 6 9 L 9 s r b E ,nIIIIIIIIn111nllunluulnulnulU11111111Ill 11111411UIm11nN11HilifilIW1111111411111111NIu1111111N1111�IIIIuIII111i1111!I111m IIIIIIIIIIIIIII !III III,1I11111111111IdIII111111111l11141111UI�IIIIIt111IIIIIIIIll Ifill II1111111111u1H1'7!111►111111tU�uIlI1111�u1II:111�tU111111 C � MBEuIt 191, 991 It q _il SII ►-�ilZl Z. �. _� to _ � X11 C-yC A-r A I.Jra_E Z!!GLR. 2.,c, FG%!tJTS Iu :•.IA �. cL- J 3/41I41HAHFEI2 BaTrI - � - �, �-- "---��- CONSTRUCTION NOTES - •�`�' J� ^n - C (o OF eoul,ip � ae I,.GfE- = SIDES E�/ER'f I� OL(G ;�( � -fir• l.•�-,,f. - � I Ki�/EIZ IZ�iGIC S?EM JIJI,Y ' •, , U •. MJ�St4 r ]I1 - •i ! ( .•.;;t I:'=1��1� 1,1J 1 1 . The Contractor shall be responsible for obtaining an r 5 E N I W O WALL -�� D �-� /i aj'` •••�.,,•� +�•,.�I .:., I J _ P 9 Y i✓ OF ;�Ci I- °'I� �/� _r \� ;/ X11. :•�- �- ,„ required permits before commencing any work on this project . RIVES Kock -� ` - �'_0�1 - , EXPANSION JOINT DETAIL ��'� ,�� � —�` ' , '�?ti Vit•,. ` � ' ` 2 . Any inspection by the City or field observations by the X p S \ # 5r&H1WD WALL #�+� 16 1 -� 1�2•.�•_ : 1 ��/ '�►!, •''= rr II ,� �� - � ) developer 's engineer shall not, in any way, relieve the N_ 44 WEEP NOt�S I A o -Jc__ •• 1ZG _ U , _l Contractor from an obligation1 work in 4 �' 1:.F — ori t '` �.:�]C; iti.:_ ,..,. II--��s�—_ y to perform al , •QS - �r „ I�'JI I compliance with approved Tans and the City 's Standards . ... II u , _� \ � ` • _. _ y '__ ��) ;� �' - 1 . The location and depth of any underground utilities are �_ �� ' � � ` ' shown using the best informatio.7 y Q " r� 'J�� possible and are in no wa 4 wEE� ` '-E� �- r' �' - 4 I u �� -L_ N __ J -O �J�h TIGARD a guarantee of location and/or depth. 10'-O" [7/C II I APf ::c77(. ;�5 Cl- G'-G 1�'AL_ o I '1_ r L; ---� �/ i _ �� U�1 a -� t I 4 . Any alteration or variance from these plans , except minor 1 �LJU� I- ! ; field adjustments to meet existing conditions, shall first .�G T— • 'ut _ jJ'F�^-i i, '[:!>' MJF 4-�' %;_:- , I _ , ,) �� ��-� - w,,.,.: H,, �► --� ,� be approved by the City Engineer or his designated representative. Any changes to these plans shall be Z 0 �I �t .i = i_ O�E�--- ` ,�'_5" �_ �I� .••. �, + I _•• -, •• I documented on construction field prints and transmitted to ti li . .._ r,� the developer ' s engineer . n" 0 ��t �� . i S. The Contractor shall be responsible for coordinating the o I t -_�\ O 4 ' -0 " HIGH RETAINING WALL i - --. - ` _� _ relocation of buried and rsyverhead utilities. 0 16-1 3�1 „ 6 ..J • --•---• = 112'=1'-A" - ; , r --' I�`��I J ''f 11 6. Before commencing construction, Contractor shall notify all 0 I ----� 1 ' II ; I:=r• ' �•'� i I companies or agencies with underground facilities in project 0 . (} JJ I` ► w area. UJ °c `Z talc_►< I -- I - " ^.II 7. All areas of construction are to be stripped of topsoil. I I .� Pct sltx-w�K I B . All fill in construction areas are to be placed in 8" lifts z cc ---- _ '-�u �" VICINITY P and compacted to 95 maximum ,/ C MA p � xi um density per AASATO T-99, Method , " 6cXtlJl�� v «� "A" test . V ' - �.., Iii • �e N. T. S. Z „ APC SLI ,c �%`\�� MO�'IZo►.iTAL � \ �� AT Ar a_E r.�IIJT� IN ;..I�.�; \\� \ -- �_ \ CD !- 2 311 _.. .- � \\\ . - - - _____r--- \ . \•, I � \�,\ —~ ` \ � _ � O . 00 W cc 6' -6 - " 645 GovRS� \. \ .\ .. -_�- . �ti � N S _ 6 HIGH RETAINING WALL \ - A Y ., T PICAL STRUCTURAL SECTION I 01 \ • \ t SCALE. 1 _ 30 � \ lA 1 \ \ Vill i� U _ Fes- , R o r I a 1 _ I ro b �VZ \ ` •'_ice \ .�. l 0or CC s 1 i o \ Co IN NI N, :M ly 1 AREA BELOW 'IAOFT. ELEVATION SHALL BE * tlDOl1BD OFF ANP IT SHALL. BE PROHIBITED Z _ _D R A I N A G E PLAN TO ALLOW CONSTRUCTION MATERIALS, DEBRISNOW O LEGEND A3 1'-10'-0' OR TI��tICLES S][CB>E''lIONROt UU? 'c�LINE sIN9TALLAAREA �H w Z ►n ! TION. _ 7 'r P,PILC�POSGb ELE� � F-R.I� � lC5f�.1 G�URSE � � � . P RIDGE SIGNAGE SHALL 69 POSTUD STATING THIS 0 Q � PROHIBITION. � 0 0 ® TRAr'PEp 11�J1_._-r T 'ao--._ E�CI�TII�,ICa �QAC�E GOIuTC 'VP_ t �- �'" Westlake Consultants Inc . w •---�%��L---- F-I!v ISH �- crc.n�- ���►..,���ur�' ,. Hilltop Business Center PLANNING N -, 7340 S.A. Hunziker, Suite 204 r „� � o �'': � -SURVEYING F-, r,l�'171 r,l0. 89O9')8_.8c,,+�c.;l,4y r' ' ; a j Tigard, Oregon 97223 I cv � CTIC � ►�, \ !' • • ENGINEERING ' ` L '�i 50�-ON-0652 O i. !+� 1" �' I I I I 1 I 1 1 I I 1 I 1111 11 I I I 1 I 1 1 ( ` I I I 'I I I I yp• .1- '� "' III I L I I ( I I L I I I`It I L I I I!I i 1 ( t ( I I I I I I I I I I I r I'Ilylltl!I11 ` Illltl 11111111 Jill I 2 3 ; 5 1 I16 7 8!! 9 IC II 12 NOTE: IF THIS M:CI'OF[LMED •-; — -• -- • DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS VUE TO THF QUALITY OF THE ORIGINAL DRAWING, CE 6Z 92 LZ 9Z SZ bZ EZ ZZ IZ 012 61 81 LIII 91 6I - tJ►I E I '.I 11 01 6 6 L 9 S � b EI-- Z_.__ 1"•"" �►!IIIIIIIIInInnIlnllullllrnlnulllnlllllllltlli11111n1lnrllulltlmlun�ullntll11111111�1111I1HIIt111I1t11I11111111!illlll+'�lillttlllll�IIIIIIIIIIInllulllllllllltlllllLltllllllllllN1�111IlUlIIIII��nllull!IIIIIIuItIItII111IIWililLlillllllllillllJll!�IIIIIIIIIIIIIIWIIIH .474 C '7 19 1991 DOOR SCHEDULE ROOM FINISH SCHEDULE WINDOW SCHEDULE DOOR REMARKS AREA FLOOR BASE WALL CEILING TRIM REMARKS TYPE OPENING JAMB HEAD BILL REMARKS PR SIZE -- LOUVER w MATERIALS FINISH MATERIALS FINISH MGT MAT FIN SIZE W H T MAT TYPE GLASS W N �,, �" X 4-0 -4, ra• �.' �,; t 1 / ' ENTR - r'FATT P tbD 3�TTE P C ht :� X10 'F _ . CL.35 VAR,! ►' " ,�`' `'6L I$4 - T f - - Y � � r; �'L 'ND =a r'� � D c3 c� N ? !., E� ''�- �. _ _ \ PR -2 o ag AL ]' `(' N •n.L• GAQ I' T 'S 9 s Co 4 A L G -T —__ -- L IV i N G K M I --r- C r -- - ----- - . 4 84 God AL T. NII Ire — {= e' L 5 34 GS I 6'1' KITCHP-N -- VIN�'L VPJYL -` F 5u * _ -- ! Q �•AT H ,e + WvL 7 2 i L0 *;� DtRCDC,I..t LD I ,�i plc � H c �,rzPt=T (,4 LD L. 5 22 �e i y�5a WCC �- _ — 5To�,�e w�oD NE PA. 9 !� <06 t fib N G E - 1..11U N D 2Y V I N Y L V I N Y 1. 9t]'►TTE Tf ER ,� LL --- -� _-_ 0 I PIC 10 8Q $ * o ALL G c i a i PTII o ; t , �6 `�'� I DOOR TYPES TF . DUK.^tDE-C INC -r RED�O►I1D, V,1A �2Or,)�''�5 777 vEy�FD�c" ��JE�ING � t WINDOW TYPES 0 � 1 4 •.,_ I� wU � � v PE 13 4° FK- O !♦ 41+ Z � I I - _ i � O PIGH LE-TTI! f I x E p a ---�- LTJ 0 1 Z � 0 LLI u all a: .cd Lu 0J �'_G•I, �'_-_o� 6'-G: ' ! !'-�' 1e7�1011 ��`" --- ---I©�-�� -- ------+— ---- __- __ 13�-a." - -- - t -'G W O > 11 I I 1 n 1 �� _�__ ; F- Z } 4-G• t_ 4 -G �- 4-'s" i o ' "' - lol' - -_T -co --3-4 .t 5-0 - --4-�' - �- - 5-o � G 3-a - - f- -- - - 1►-- _ - . i --�-- �. 00 cr � 411 x 4" '� :DT 4'I,;Q, pr,. PATIO STOR. - �.T � � -- I �r PATIO �5)STOR. Z PATIO STOR.® -- ' I I �-- 4 Z i ( W ® I I l a W LY DINING - lm ao DINING 1 � . I � � � . ,- ,. ;`•IL � I I ! >z�_ ' �.Ic � �,.fVlNG N I --__ _ 9 I I I ' K4T C H E N a. Q C�FE7 j I I - tGN r/42IYL I I I - -T _ - I y0l I I R'� KITCHEN j i j - 4 I LIVING ! !I� -- E r LIVING ( I I l _ Is .�d v I I ; --;: ==•,r-.--,�-- ' vl� s'_g�' _ ��Ion' I K 1 T G H E N�, 4 ,� I ui -:ZEE N I i n•w � - - --- -- - 1 a T- - II . - n I o b s . I . 4 I p a: < ,— -- -- �1 y S•NELVEO N + I . sail n (�' I IJ�II r21_ d r_,,I_�il r.l ,I '-O't NI r..l ` W o 6 riaui I , _ T I L e U c iW � �� �� 2'' -Ir- 9 � � �- `�' - x � w/o i �. CC screa►.� ra~: i I I ' 1 Q - - ,, 1- �I 1 2 'sPi�GE r ATfII EMTf3Y I4 °` i ; MALL I ENTRY I i m; -- -� �1._ , ; - II iBATHes BATH lu , ! lu i 1` � Q I - oHE o l7 � i4t I i ENTRY n r � - . - x -- - - - - Q > �. 1 it1 I ,.-., , (^ C '�P;+Gm - 2+r 3 � i.s v��� I � � nI 0 I_ �ti`o�--� BATH1 01111—mip- cU ! a — 0 I O -�1 ��,F-Le 4 Roc �y �9`F eC) = _ _ _ _ U I * r �) NI t TILE Up 1 LI FJEI� So G_t j - -: 07 ca 4) �I BEDROOM BEDROOM 01 BEDROOM BEDROOM ,f --• - - IBEDROOM 0 - ! bi . I ---------- r -7- 411 L 2t•®" D 10'I �' k- -__ 51 T ( I II 41�" t - - I?'-D�' - ----- III-$ I � A�_41 :; /�" � �." __ - — � '.,fin cn 1 = '2!' O'' c c''- �'I O tv U ...... > OZ " x Lli so ('•w�, Er 'L �^ c Q � • TYPICAL UNIT " A " 069 SQUARE FEET TYPICAL UNIT " S " 870 SQUARE FEET 3 T `.' PICAL UNIT " C " 964 SQUARE FEET s ui PLUMBING FIXTURES KITCHEN SINKS ELKAY OR EQUA►: ACR-3322-C - 2BR APTS. T TUB--------- A-S PEMBROKE II RECESS BATH ff ELKAY OR EQUAL ACR-2522-C - ] OR APTS. SHOWER-------- A-S OR EQUAL FIBERGLASS-REINFORCED POLYESTER HOTWATER HEATER- NATIONAL OR EQUAL 50 GAL, 10 YR. WARRFNTY �.1 LAVATORIES--- A-S OR EQUAL ENAMELED CAST IRON OVAL. HCiRIZON PLUMB FOR DISHWASHER - -- F'E'f`}'1 J 1- hl(-1• �1�C��c:11:I--El9��1C•J4�� PLUMB FOR WASHER/DRYER IN 2 I3R . APTS. 0 4 � 11 IG c� rIF ;, . TOILETS-••- A-S O'd EQUAL L1,ONCATED CADET WATER-SAVER SCALE FOR REDUCED PLANS 16 PRO" PROOF HOS EB T BBS .1 Ift `1�I�It11111t1t,1111'I�IIIP11►'�Itllltllltllill�l�llllllll�lll�`11111111►IIII�IIII1lllilllll/llllltllltlllllllllllllll�Illtlt111111I�IIIIIIIIIIIIIIIII�IIoilIIIIII�IIIIIIIIIItIIl11111:'�Itl�tl ,� • ` - 1 2 3 - 4 5 , 6 7 @ 9 10 11 12 NOTE: IF THIS MICROFILMED - DRAWING IS LESS CLEAR THAN ----_� THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL r+. DRAWING. Of. 62 82 L2 92 SZ bZ E2 21 Z! 12 02 61 81 LI 91 41 -1b1 EI ZI 11 01 6 9 L 9 S b E 2 I "M11M Jill 1:II111111111111u11 111!111111nulunlllnllNtlll�lltntlut111�nh�r�l�inl>kltluttllut111u�HUlIIIIIIiN;l1'I llulll;l!11111}1II11111111111iIII III �nu11nI�IIIIIIIIIIIII11111IIII'll l II builoWotlluttluu111,11111'1111IIIWI1dmilimhu1�1I11IIimilmillIVIIIII .►' CEjMBE It199119 - -- --- - - err.-- .... . — , ,,,,,r,,,. -- ..... --r•..r...e..._.._ _... . - •- — .` _. --••-• —_--- +a+ -- - -T. FA-- 1A sj'T-p_k P_ 5A6!o4 i !4�T 'VJIB U L *4 U. F- IL;1 I A 0 cc 0 CA z cr 0 0 uj z Ir CROSS SECTION Lu 0 _ z _j 041 0te? L.Li LLI 0 > Z L0 0 0 W _j cr - ISOMETRIC OF BEAM HANGER _ _ __ _ _ _ _ _ _ _ � � __ _ _ _ _ 4 J-1 .7 - -' 114 Z 1/;� 6 s e W e', —T =c;I—, ,—,I , I �E --- — __ _ / r 1 35 uj Lu cc r-1 1 1 r r 11;'I IF H I fa, al C11 ........................ _T cic uw� r��W�7:1 E.:$Z 4 1 a. < Lu FRONT ELEVATION SIDE END ELEVATION 1/4* _._- ._L . 1.___ _J i_.._. �- ul Ott L 4 cc Q ( , a n a o o' 11f ----zT-- uj . 0 4 1, 4 ,,e I Z W Z;' 5 tA.. L )L �t" 15 5-W - u + 4ple-, 'A CC S 1? `7 y! r A.,x I c�F_ L____ 70 G R 0 NSA, BRIDGE RAILING DETAIL' Post over door in �4. letters of 1" in height. N ca NTHIS DOOR MUST REMAIN LL CO. 11' ' 0 UNLOCKED DURING BUSINESS HOURS= 4A6 wLr. ;�AIL-- Ki- 57- 11 VIAE Lr;. 4 r-CP-r-�_15 te EA L (a) J I-! I )(Z'5 'I Y-z Ole-- t-.,A)(. 1/4 t- VE" LAC:3 --,.S F E W5 v EA (iyr) let 001 LOCK, "EC K— z 4 ACT'-V\L) 0 co L) (Y) > Z 2 w z 0 < R co OFFICE FLOOR PLAN ROOF FRAMING PLAN 14- 1/4_-1• -0' 4.1 1/4* V-0, w x BRIDGE BALCONY RAILING DETAIL CROSS SECTION F,Er�-mii NO. p,(*)q,-)8-RL7r,)c,)4cP 3/4'41'-0` 5 OF R c ICTION 0 two*,*. _1116 1111111 Jill Ill NOTE: IF THIS MICROFILMED 2 4 7 9 io 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE 70 TNF QUALITY OF THE ORIGINAL DRAWING. 92 LZ 92 SZ fp c? Oz 6t of LI 91 GI 21 11 01 6 9 If if III I Ill I if 7 E M B . 19 1991 MTV 1-1Z I& STr P E A',J Q N LIZ W3 E 0.%W 940 0 0 rn- CC 0 _j < z +III g j --IE,K PUYL-I cc 0 21 T Lu0A A F;r C _p^,z A V1 ki) w (4 Q1 kj z cr LLI 0 C.) Lu Z F- C) UJ LLJ 0 > Z 9(7� i QQ 00 ----.__. __ _____1 �_______ -- _-.- _ . -L_ HANDRAIL _J 'I S PA E V EaE.L.J.E.� 1/2 FULL SIZE < END TREATMENT DETAIL I cl) -1... 0 0 LU Lu cc 0 2 _ _ _ - - 5 �I•a Gh.l,•1.. �. 1.I � _0000- P � I�I•5LJL, ZE i P I E IC-. < PL. 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Ll 2 , 4, TJI f- 14" __!1,VEL F1 0 < 4 1 14m JT-0, 2 _NA I- ts all Nr`� L 57 -4- HEAVY ANGL E w co w X cn ,SECTION THRU WINDOW -BAY END TREATMENT DETAIL CROSS SECTiON' STAIR DETAIL 4. i/2*-V-0" THREE-*STORY BAN SIMILAR 1/2'- 1'-0 1/2' V-0, 1/ 2' 1' -0 �A' 4. 0 F'ERMT1* NO. tA CT 0 6 OF 11111 Jill 1111111 111 b 2 3 4 5 6 7 8 9 10 if 12 NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE, 17 IS DUE TO -FIF QUALITY OF THE ORIGINAL DRAW I NG. OC 62 92 12 92 92 *2 EZ 22 12 02 61 RI ll 91 si VI El 21 11 01 6 9 It 9 ip E 2 1 w • E M B'16 J Ecl:j 111 19 1991 Q Z � o a. f O n a Is .� z Lu 0 F- ll' Ma.fJUfi. "(kU _ QUID WALL Up ^T Z cc O f�L D FAc_ -f2,U -E 51-I�L L W 2 5 r U 2''Y 4" T R,�M� , -►:_-- _ =• -_._� � :'- -- -- _ ,- , -z.Y.` .:. _:.._ y-: ..._.-. _ ----f ._ .> - " ....--- - _� � T� �-Y � R..c���'► V \ Y�' jam' •- - =-t';x �1 > Y:�- ... _- % / �J _ �-��/ - P07L NAL a1r AGK- CECK." �LL W A°!c G" E Res I «--t_.._. . ..--_. : - _'- / •/ J. C? ! 1 II Af d' �'�!' ��� x�• R� E 2 .4 2 2 L1� T x P LY W'G 1`2 W O �'vrR F � � Z 00 j .. OLATE LINMJ I 1 _ -- -- __ 3:�"X (1" GLU ^M BM5 .y- '' •OL�3"E LIr �E= 4.- h LA P 1 G I NG - I ► _—— __.._ - - r _ _. _. —---....__. rIF r 2 x 2 v,r-. -40 K4d Io$ T 1 Z w w 10" x III caL.UMIJ Y I r ' " ., �� T TVSECTION THRU ENTRY ROOF "•� , � -' �.� iia•-�'-o - TYPICAL ALL BUILDINGSLo Q JNOMIIIA.L 3 Q ►I ► 1 .. �i �� �, •F'L�TLATCI� DECK r r CA,R?ET , , \ uj —q"X I V /' NOTE; �. ^J HANDIZAIL5 SHALL DI: I:XTENI)�;I) O(�� !1 r,/v RL;YONn TOP AND BOTTOM Ute � ' I � O - STAIRWAY RISERS BY NOT LESS 41.1 THAN 6 INCHES. 1•I S 3,1 X 112 ?EGL IR E G W� \ \\ KLMM. IN A NFidI3, PQb'►' D I 1 2 ' %21 X G' 1 All Bo LTs d'I KI 2� \ r 1�A. !=N D I (MTIR MANNFR AS TO NOT ALUM THE �\ CNIC HIM Or CLDIRIM OR (YrHPR u OKTIX.`TS II MAY CAUSL' A PI1tXW 2 t�� Q - 2� 2 . yin I 4'x 4" FasT---- � I i 1► � � �?i zo i•ALr... fern ,�nrr, c�Ps sf�f:i � 4 2 SHAPED AS PIN UAC SFX:. 3306(j). � X 1 r� � r r•, \\ L / . � 1 S77\IlaIV1,Y L'LAMF. SPRF�IU: � i2 D I. ' � - / ; ! E7CrM(R STURMYS MCf.OM) IN N D f�., 1 g'i' F L -- ..i— \ 1 3 OR K)f2E SIDES SHALL COMPLY I 1 �-- " wI17i FZA�9�' sFRkl>,U I2L�cJIItFI) Fvt INTERIOR S�AIF.S�II,y.s. uBC- SIx:. p� � v/ J 1 (3306(1) - --- I - �-. ,A � � I , ���t 1 ouTvoncz --- a i.� , ►a L' Li �J 1.1 11 U {.. I.i u� 1 C_.af'..T 3 I � Y!// L _._ T I LX'IMIUOR MMMAY PRgpWrI(N: I _ F` MAI R)?LMSED STAIRS Or � � ►(- r 4!'>e, 2' 2 1 �. �-a •, ,, • _.-_ 13[1IIDII� SI32VING A OOLZ)YAIdI' _... N II I L L4I1I) OF lU OR Mme:, SHALL I3L V O g a1K" tJ0MD AS PM UdC SBC. tt.. ' 1 330; erh (MRI- DORS. =�•• - - �- j (g ) ICX2 PR17rEfl'.'I'EI) (X)RRI- 1 n HORS. �IMP*ON HL141-Z A �. X 4- ALL TKEAI �IXI 211 (1 I, "w f-T) -�, r + I Ali i 1 r i � I I F00TINa z I X 1 G I 4Q I1)GE , O c l v cn r—411 X11 G©h,^, a LAI' 11 O ' 5'!�F u 1 w --- " -- - PLAN OF STAIRS AT EACH FLOOR ► I r _1— i I � � r SECTION THRU STAIRS A4 „2'-f-U. STAIR DETAIL BLDG I F'ERMI7 N(..), ��9t�9(G--09c:►949 I 1 � ►'- i�^�, ,�, 1- � �•., , STAIR DETAILS FOR BLDG. ' G` & 'H' SIMILAF00, R w0 7Yf�7f1101 IMAGO 0.O7OMO oo I I 111 I 11 Ilte ) 111I-11111 .. �` II1� 111 III ,' 1 I 1 1 , X111 1 �► + 1 I I I I SII I Ili III III 111 111 11 , III III 111 111 111 111 III 111 III ilt III III 111 111 111 111 TII III 111 ell t11 111 111 ill ,,, �,, I ( I I I I I I I I I I 1 I I I � I �,� I I I . , .. :,.. , - 1 , , NOTE: IF THIS MICROFILMED �'~'�-�---- I 2 3 4 5 ♦ 6 _. 7 8 _ 9 IO DRAWING IS LESS CLEAR THAN , THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL ' DRAWING. OE 6? 92 12 9? SZ *2 CZ 22 12 02 61 91 L I 91 1 t,I E I 71 I I 01 6 9 L 9 9 b E Z I '`_ '►IIiINlllllllllilllllllllllllllllllllllllellllllull�llyl111ie1�,(I►IIM111,E,(tIn4M11IIteeiHellleee111I�11,tlflelhnlllllllll11�11111f,11111th,u,InnIIIIIlI1nIIlIIl1►nllfullu(�n171u,11nffllnfllWl;)(�IIIIIIIIIIIIIIIIIIuulnlllulllklWnlAllufliful!lllllll,I►Ilflmdlwlnil ANN` PIEJCEMBEIt 19 1991 1 .4 ri.4 Gc► 1lg fW �a1 xQ t_7 .1I_ - - lkTp a 1 F gu - N LAY14 N� X_-s.1�' �__ _ —__ I�''pli _ �;r`�\��•� , s x,12 - - 9 IDE c�Mb AIR ' w �. r�1 JE Y —�1 1 -r' AgEA F-01-AL To iL?llil 5CY-,n b'ru INPt1T, X2 0, ROOM .SIUG x ' - ► ' � , ' ► I I II I � � � , I � I a A I I I Q ME I I a A9 opFt2 i,rE Etiq ILI I i i � 0 I �� O O J LA cc i I I - -- - } ® 01 O 0 u _U l0LLU Post over door in I \D 7 cc I _ I I I cv Iq letters of 1" in height. ,, W 0 'THIS DOOR MUST RIMMY I V - 'I UNLOCKED DURING BUSINESS ' - • j - I I t l i ' , -' ~ I l t i J I I S uj HOURS` - � : _ Z J 4 x_►Z 4 x i 2 md 1— I - -' - - I 4 r:12 r I 4,c1 f W 1- , - -' � - '�ZL`�F L I N�. 'C 4 x 121 v J D PM 4_ _ �t'I 1 ' �c ' f- I- Z .8- 4x6 F.&,FT1taa Y4/2xG r4cw yr-� F--Ac. 4 F_NrzY I ►� = c(O cU 3 BUILDING W- RM FRAMING PLAN ! � � �� ►- 1/e•n�'_o• - 51-0 411oil I Q , coNc. AQ F(wISH W F E P4 g TSP -7 -49711 - 1 T 1 .� x4" cert.. bElcw41/,1,2` Vd,_ P M ax,z _ 4,�, 4x4 co14� low z - 4 boL ---• __.._ Ep TOC c s4Mvvj� Tp'15 !- �• no�Y� _ u ?- ;T<, � a- ��� .r.r ► _ _ I ! ! , ; WING 'g' LAUNDRY ROOM � -_ 4 X i I 4' `� - d -4 .1. i I i 1/�1'-1•-t, __ ,I - ► _____ _. �A� W ¢x 1 I 4 K 12 _ Z Imo, N -- - - -al (J I + � s r ' � 1 . . - ---- n - - � \y - - ` - -- -- -- ------ I - - - - -- -- --- _- - w I - - _ A i-_AU I�J �n - -- --- - - j2 - 12 KGA I vel HL -,7 I �► -_ '�•* 12i b►� - � �4 'Z �h�1 �` x dx '2 M lrJf? INSIC�E ►-t l_ P5 1 �- --,- -r-,--- - carrr.1 N-511-DEL w/ �' 11F-rAF_T I r_7 15 r L, ,Y(1LIT `�i O • I� s _ I 1 F^I AbC�t_ TRE•0. 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SZ 102 EZ ZZ I z 02 61 91 L I 91 SI t'l E I 21 I I 01 -6 9 L 9 5 � o� e z 1 ?O•"" o- nllunlnulunl1u1111n1nnllnllunl1n111u11ll►►Ilrrllnlh111�1u11uu111nluulnulllFllllllllll111lHInnI1n111I1111►1111+111nnII1111u111ul+lllullnllllllllllllllltlllul!1,�111111111111111�1111�1In11n1111nI1nII11nlullllPll�lilflwj)illlll11111111111lllllnlllllll�lllllllll _ MUSEUM !D�, CEMBETt 19 1991 ' AM 3 Y'Mf. "•i ,.w•..r..1.a M-.-.r-awMa:a>n •. ►t ;i 4't T" asc.'!' ii '✓is �_ - -w. .'.uw .tycaa.'i•^.^.t'..r4•iria tlYYS}CMM•w 'p. .y,•a-.at. l.'Gyw' '1gRrva r•. --- •„ . t .ME.,.w+rat.af✓K7MR4wr.r.•. !'1M••-.a,•u +Aw. "./.Y•Y `'WIwY -_^- y, . IswfF1. J/ NM.af+YGw -. IIu .�Mrr .a.-wry .ti• +.. +r. S • 6�1IZl�/� 14 O F— . dS7j I'd VA q I I O Z < ! 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Ib Imo► y ( W I i' N `� - I �' — - -- � ' w I I I � __ .-__. ---}_--•---- _ - - � 0 •� ��hi� I � I Q .Q ��n ' I ' I I I � N Q n. 3 vI cCl I a: 3\ c� �+ � _-— _ - O'I�, ' uj cr S BUILDINGS "G' "H" AND "I" ARX TO 1� TYPE V C'ONSTRU- '.� U 0 1 TION, 1 HO!JR FIRE RR�iSTIVE TBROWMIT. FLOOR/CEILING .11 CONSTRUCTION SHALL tat 5/8" GYP�IiiALLBOARD WITH FLOOR DHCR OF 1-1/8" T&G PLYWOOD. FLOOR/CEILING COME"UCTION SHALL BE AS PER NOTE SHOWN ON D11;SAIL S/A8. PENI�'MATI01111� � w OF 1 HOUR FIRE RXSISTIVE CONSTRLIC'-I(M SYSTEMS SUCH AS 4 Z LIGHT FIXTURES, BATHR0�1 VENTS AND OTHER OPENIMS SHAL.b ` 0) BE PROTECTED WITH GYPSUM WALL BOARD OR FIRS STOPPED. No moles rvvruo 1 ...,..„«.yy.-- �•hpt2,z:+..r� . ':' �f 4 � ,.. �ne111pr,�.+*.wMll �.« , I,.. I„-„ ., ,„, I . I I I . I 1 I 1 I I I, � 1 1 I..' - 'I_---1 . 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AE 62 62 LZ 1�z SZ bZ EZ ?z 12 Oz 61 81 LIII 91 91 _`'I_ EI ZI II 01 6 1 9 L 9 S �p b EI-- Z ,a�raiw ��!Illllllllnl nn}nnllnlluttl tn11n11�111111IIIIIttfllut�ltnluulnttlnt�lt�nit;Ill!IIIIIHIIIIItIIII1111HI1!nII11111I11Prt11}tI�II1111IIIIIIIIIIIIIitllllllllllllllllllllllllllllllllllllllllll111It11!11�U>>lltlllullllllll1111111111n1111u11!�1n1111uIL!IIIWJlI1111IIIIIIIIIIIIWIII!1 M B Eu. al's„ 19 1991 r-T-7 I I I d I 14H p'61 S I I i I �• :a w I N1 X.1o f I I ( I =,p NJ f� " mi rcl _ - 40 i i I I s - . - 31 i .L p -I i I I � _ � --� _ p =� I I I I • vjr IZ i .._ I ---- - 91 11 --� _� ----- _ k I _ -- —,1 -----�► � Q I I ---- -- -- --— ! - - - - I - — _ r I - I s I � I I r k4 _ --- - - - -- - '011 -� 1- --� - - - - - - - _. 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FOR COMS" TE I I CLO N _ � w ,yy,.. ,n.., u....r.u. , .^`Y► ,11Y+k,rwws •#r.#;;,:..� 1 1 I I 1 1 11 1 1 1 III 1 1 ( I I I I I I 1 I 1 I I III 1111111 1;11111 111 III 111 1�1 111 III III 1II III Ilf III 111 III 111 111 ill III III Ilt III 111 III 111 111 111 111 111 111 III 111 111 III 1�1 III a 2 I 3 I l i l l I ,, � 1 1 •I I I 1 1 1 ) 1 1 1 1 1 1 1 .11 H i l l l NOTE: IF THIS MICROFILMED I -- ---- .. .— 4 -- 5_ 6 _ 7 8 9 10 11 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, It IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING, OE 62 9Z LZ 92 SZ bZ EZ 2Z IZ O2 61 91 Ll 91 SI bl EI 21 II 01 6 9 L 9 S C b E 2 -1"•11' +�NIIIIIIIIIIIIIIII!ILIIn1111IIIInulllllllllllllllllitllltlllnlllltltllnlllnlllullllllltlllllllllllllllllllllllllllll!111111111111111'111111111111111111111Ili 1III Ili IIII IIII111111ILIIIIdlllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll111111111111!1111111'11111111111111111111WI1111 - — ------- - 120o1F VEWTS AS Pell L1t3G 5/Gl I 235 CrJMP. SHIN��.Ea I 04 \`'1 - -� --- -_- EMELL _ V G 7 — J _ -_- - _ =- - n 2 I 1_ ac o i AIS 'REAR ELEVATION w o lU BUIL.{ +I.J�a Z A5 �U►�.P 4.43 "A' W V O -WIND NZ C11,tG �' . z � J CC �- Ll� w O > ,� I -! L_IIJE - j ----- _ J / 12CUC�N ( - '� h 12AILAIii T op - -- __ 4 n 4 Col. w - & L-P LAP SIp11,JG M t FRONT ELEVATION °��' � D � Q � � O AIS ,/e•-r-o• �i2 ,1a• LZ. Q t' '� OUILDINO B . MAI +UF -TRJg3E5 � ,� Zg5'*Go�1P. SHif.:GLE 24' ac, w/51!•'IP�..�I.I A��r� �, :vire I Fear GN I�e� �. >`— ort F:Q• EA. E=t�D• , ' �•V• EXT. ��YWC�. TG. 1 ' Z�I� t3 cb EBF VENT= �, , 2'Sr'G1'i� H11J�t~E.: 11'1=C U15C !00 s: �l~ _ 12 �---VEST BL4GICIIJra � Q' �-�5 � , . �t■ � . FA�=1A GD• W/ ifY CJUTTERCC 4 C) - O `\4) - - �� ----,__ 13 �'pl©g'� I -- /Z" 20JGH SA;.JIJ PL`�l-tD. s .JC �,� _ ,r _ _� �)I -2-Ia �N:�� . FLG�RS y2�GDX �'L't`WGi�Jp 6F1TG. /r —" - I^ �114+ _ _ I I _— 2 4 STUDS 0Ir�'C.G• ji FLOOR I -- «. lY -1l 5A-rT IlJ9UL. ALt. 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C4_ .i FRO.N t ELEVATION END ELEVATION N r BUILDING S ur \ � ! `•,r t 1 "".; �,� t II �„r � �+ ilk t I • • _�..._. -�--�-r"""".... _ i�iP.� ._.-'+ '°'9�k" , _..__ ., .,, ...' --�'w"��,�ra„ r-..-.Ma. �w..i._...._.... _- _,�•�„�..._.— Win f 'f ���� 1I1��11'�II�IIIIIIII I►�Illlilt�llt�lilltlt�tli�tll�llt'Itltlt�l�tllltl L II►Ityl1tlt�t►��tl1�tIIIII�+►11ltltltlt�titltll�titlllr`t11�11tI111J111`1llI111!1111I111I111`1►1�11►�1111111`111 2 3 4 5 , 6 7 A 9 1b 11 1 12 NOTE: I F THIS M ICROF ILl �" `" - - DRAWING IS I-Il CLEAR THAN TN IS NOTICE, Ii IS DUE TO t. 41 THF ;NJALITY OF THE ORIGINAL. _ DRAWING. OE 62 82 12 9? SZ bZ Ed ZZ IZ OZ 1511 81 LII 91 SI b1+ EI 21 11 OI 6 9 L 9 S �r b eI _ �.� � �r�t�lltl�1111�111+IIUt�unI1111111U�I111)tlll�llll�lt11�1111'Ilnhttl�lttl�t,n�uu�lfll�ll11�1111�111.1�1f11�1111111+111tll�llllt.!,1�!+II�II!r�lill�l'll;'111+111111111111111111111111111I�III111111�1111�1!1l�I�II��i1�1111�1utllrlt�rrlrll►l►hwllll�)llltllllllllillllll�Ul!11r1111111�1W�tlll - -1 DJ"p-ACE4MBA'1T- Ajh 19 1991 1 4 USC \ _2�5� 5I D1 Hca, - I '%L DAK `r r C "TfZ;JS "� ��Ff` 15K Flr�T 01.1 2'I E�Ea A. 5- o2 � •� G•�. EX"r ��•rwD 9H��. � � !� � � el � � �- L I►f I in � c , ti 1Z-'�t9 8..x.,1 N -- 51 ,- � � - i�• _-_. �f � �� •, 1/'2 GYP EC' _ 1P. w E,1_x,11 �i�IJ �l..'Y t.d ri`. /� +{�, j ¢ K�'a�►Nd � - _ _ IgETw�EN ��v.►R TwM ON f/iP Ids T G FI �� --9A4 5TJp5 / / `� Z � c'KIMIL19 TWN .� �4 aVE.iZIN2G AJ'' 4 P L.AF 131PING1 - I/2 -0( PLYWO SHTCa. I 'IGYI� fi3t7, iIT�1J. � - ;Z-11 EA-T i►Jl3UL ALI- EXT I.1 kl-L5 r �L .' I IE IWT - -. Gr1A�1,114EL5 •Q - `� 19.2''OC. —.—e- A&" P.?. P .ATE W/ Ile,A IOC - �� A•B• Cv 4 -O G/G � fc OAK -o / I SILL _ o 3EA:- -1 � _ � I 1/2 FULL SIZE r, - - -- _ 00) ON ell ,c I�o GO NC FTG. - _� ; - .CaCaG Mlt_, �/IAQUEEIJ vim. I /•----- � �Izo�Nv *OVER �.� "�k�eTaxK A. I. F�A�HIN 4 � HEAD � w � 5 CROSS SECTION, �� CORNER BOARD DETAIL I -- /ls•-� -o• �/a->Fuu.-sl�,f H�r-K �, . Ac3 ,/�.� . �Ize -- oo w C i RE�aA•wIJ tCvslR Tltik —��- W MOM dIZAILIWO ` Jv 5E E AE3G�IE _ G1000I C-E_MOW = ( - - DETAILS t SGE�IFICATIG►JQ --- `- A13 �� , vJ two 77 OR W 4)cA COL a i `- - PSI I�P L ar iLl►.+ra UL—] A JAMB' �r t A� 1/2 FULL SIZE — cc 4 CROS TIONL� ENDEL VAT a K) FN� SILL tLl MA►MJF. ?�c.J�fc`� �, _ 9'3E+�GOP`'IP. 3r✓IIIJGLE9 '� .•� - PATIO DOOR DETAILS ��� /SIM©$.�N 'o.35►.1' ovrl2 15* FELT GtJ I/Zl 0 ' O�c• EQ, EAC.i-I ENCi / G•C%• EXT. Pt.Y4J•G SHTG�. SII k�F VE~I I T .�� r PEA Ute= 5'.'G = CG} / LAT to 235�!'Gt'►P, rte• MINGLES .--'� -- 12 Z",�fa pASGIA � Q. FA�.��IA• GUTTER -7 S I Sa. 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A5 RE..QUiRio \ F- J - A5 REauiRE.v DWW Q > Q F- Z OF (n _ FI( ,'/'Z• METER BY i 1- _�' IYi'ME7ER dV orH \ � U CO J o T NE R 5 ERS r \r I/ � 4 - I.A-METER DIV \�°���► l7? /NSTAtt FH •• �/NSTALC !."M•1x2'/PT TEE •rOrHERS � \ � CC Q C\j INSTALL 2 8"MJx 2'/PT Ln .% Wl2• PLUV ) r TIL 5 W/ 2 2'PLUGS �. ` r \ 2'"METEA er Q i , ( , /'�!'�e• METEIC BY OTHEICS ,�: \ 2•' - ' S �-- 2 ME.7ER By OTNERS j - /A'STALL 8"■e RED�CfX � Zy i /N:5 74 &'M-1 x 2" IPT y Q c __ - -57,Ai ft-mi.-1'h.`BEND i1 ND a"MJ GV r T[� W/2 2•/'LU45 x BLDG A a L A1INDRY I` �l.'J5T4L1 FH Wl �CQ 0 Iz (_ _ W "MJ S0L10 PL UL, 01V �' G, LU S Ln - _ FN TE (/N E LINF-) \1 (� 2 POOL END PROJECT 0 ' BLDG E ow1 . 3 w BLDG F I • . METERS:LO Q �1 Size of cc - -1 �A Bldg Units Deter BLDG D < i N A 12 ills 0 Q ~ BLDGC �,� C i U + 12 pool 12 '2 LU Ex/5T/N4 FH - - - - / P 8 AM G 12 ,:,lil w n w94 n 20 - , to 3-Z- meter.. w meters tr -' -' �s:a.�ass,wsawss�a+saaoas�s�r��,�r OONSTRUCTICN NOTES: - METER COSTS: ¢ MATERIAL. LIST: LU 1. Notify Tigard water D1atricL (TMD) prior to Lxcaancing construction. 2 - 2" meters @ $4,800a Q John Millar or Randy Volk at 639-2591. 6 �1�" �<LQTi 9,600 _Item Quantity ! 63,000or � � 2• AU wk &hall be in accordance with 11NxA stan18 dards. 000 Q cc 330 feet Total:B TJDI pipe, Claes 52. . . . . . . $27� 600 3. All *work will be inspected and approved b 1MIU. y 6" TJDI pipe, Class 52. . . . . . . . 260 feet 4. Fire hydrant assembly consists of e" or 6" NJ x 6" Flg tee, 6" rig x M.1 " 42 7Vsw 113TN AVFJV�I MODERN MUELLER CENTURION AR 1-0 BEHIND SACK gate valve, 6 K3 x 1'ti holding e 12" MJ butterfly valve. . . . .. . . . . 2 each Q Q " " g pool and Modern Mueller- Centur>>on fire FIRE HYORANT,A-442, 1 rJ, OF WALK hydrant, A-442, 6" K3, 5�" tIIVC), 3-part (2 - Z�" NST hose oonnsction, 12" MJ x 8" MJ tee. . . . . . . . . ? each REBATE Olti SW S i/4"MV0, 3 PORT 1 1/L' 1 e.ch DURH M (ROAD: PENT OPL NUT OPEN `- 1 - 4�' NST pumper) , 14` Fent Opr Nut, opera left, color: yellow. 12" NJ [solid sleeve lh.P. ) , ." LEFT, COLOR: ALLOW >0 i 5. roach fire hydrant shall be installed upon a Pre-formed ooncret:e block 8" lalJ butterf 1' ♦clue. . . . . . . , 230. 49 feet x i8. 08/ftw$4,'i87 26 with 141 cubic yards of crushed l+," drain rock. Ta " " - 1 each � reaper will b! laid B fl.7 x 2 IPT tee.. . . . . . . . . . . 3 each �aeSt,w;=>�wS.�== t Co. on top of drain ,Weak to separate cook from +arth cover. 8" PE x C" #4J (SE6) reducer. . , 1 each 6. poured concrete thrustblocks at least 8 aquary feet of bearing surface 8" MJ bend, , , . , , , . . , , , • . , , • , , , As required DOST PER UNIT: VALVE BOX at each tee and bend location, - iIDE1�LK EXTENSION&*OR LES$ a 7. 36" of 3/4-inch minus 6" W gate valve. . . . . . . 1 each pi�eline + meters f rebate I 3•- A.c. / gravel f.7r all •maJ.ns, 6" NJ x 2" IPT cross. . . . . . . . . . 1 each Weser �o unl I �,r � r�- --- B. All sanitary sever lines 10' laterally or 3' vertically or water mains 6 MJ x 2 IPT tee. . . . . . . . . . . . 3 each IV 6" ls:l bend. . . . . . . . . . . . . As re required 5 ��IPROF ^ S20 000 + 27,600 ♦ 4 157 r .7 rt# ----- I shall be onoased in concrete 6' thick 10' iror cx-wcing, btt�ere crass- • • 9 ��T� ��f' , ''s• i.nge are necesaary. they Is"t be made at gpproxinately 90o with et �N F4 _ MJ HYDRANT OUTLET i` FLti ■ MJ r least 16" separation below water line. Fire hydrant allsembly. . . . . . . . . 3 each ��. 71" � Z • „ -SATE VALVE R'2 9. Mains shall be tested at 150 psi for 1 bons with maxitets■ leas of 5 psi. •��_�'�____== -:2caa=�= :=sees::��_=:r=�_ ��Slper 1"lit W e ; Static pressure - 10C) psi, Fransure-xeducing valve w:111 be -requirrd Olm at each net'ar, paid for and installed try owner. � G � �ss�w�wa�a ENGINEfiR'S COST ESTIMaT'E: ��'AD � . Ie �Q 6FR�--�SPta MAIN M/YI■fL11 10. All pipe and fittings will be cement-lined. Pips wl.11 be TyLon Joint COVER LOCK s. -: / , TEE (SEE PLAN) " r 330 of 8 Del . @ $24/ft. . . . . . . . .$ 7, 900 E' _. _ �N/TAB PAPER •�ti 4,.�• _i Ma■ MI !• Ductile Iron, Claes 52. KFORE BACKFILL = MOLDINi •►BOL 280' of 6" D. J. @ $1Q/ft. . . . . . . , , 5,000 THRUST BLOCK 11. O.S.$.H. 'bacteriological tests required. e s 3 fire hydrants @ . 1, 500 each. . . . 4 , 500 • i0. FT. YIN. BEARINS 12. TND will install all copper Peer services prior to blecktvppi,i9 of streets MieCellaneouo: cut-in, etc. . . . . . 2 , 600 CONCRETE Pilo jriosirr • and driveways- upon eq I 1�` �4 iLOCIc ill 1I Q. R, �AVs/y� Y deters will be installed fl individual request for pRA1NROCK :' Sp BASE) same. total $20 , 000 1!, Upon ev%pl.'et-ion of installation, contractor or developer will advise Contractor' Bid Estimate I TND of total c0nstructl0n costs to which will be added 101 for dis- trict inspections, water loss, overhead, sampling, administration, etc. , Contractor'sz �� Y STANDARD FIRE HYDRANT �d 2% for engineeringreview, including -42-built" bid estimate. . . . . . . . $17 , 000 i master map, Jntereection era as-bu1`li drawings, updatingTWD .,K pe, etc. g Engineer 18$dr)nT• 'engr: • review:etc: 1000 J v 000 0Q4 � 4, The estimated 121 Doted timust ust be on d > ? u) eposit prior to beginning construction. Total: $20, 000W ac 2 , 7_ ; � o o x C) ..Ire U) I- W Z WATER PLANS F FrtM T I ISO. 89()9()8-89o949 O .�.:vr.r....•. 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P � a �r \ �`` \ 0111- CONST: � W \ Manhole '1 Z I I II vim+. l ��T'UNIIyC \\. `L out 1-0132.25 Q O 33.50 W II NOTE: Contractor to verity ' s. ,I / / depth and location Z Ix of ng newer W O S " / // / \ .� A�� priortostart of V Oa: „ 6�c��p �'� � construction. � �„�,. Z OD 'o J 0 �Q ill _ / 11 __ _ . / / / 7 TBLD 111BP Z IM WW 0 > 12 - 1 BEDROOM - 1 BATH �. �•�II I C? " o I I I \ / \ J OMCE OD NJ � II �' II - -- - �- - - — - - - -- - -- — - — - . - -� - \ \ _---E•• p VC 210— ' ® n n -- - _- - - -- -- - - -- -� O IleC)Q - -- -- �- ., -- 12 ' 4.00 CONST: - 0 IIm — __fi"�vc 75 e2 0A • r Manhole #3- II rim - 164.00 l„r 1 FL out 1.58.60 CD / 4 0 CONST: — a FL in 159.00 < — -- — u Q Manhole= 1a3p0— I LAUNDRY - -- — - _ — — / to D � � I _ _ _ CONS j / �� 4 II FL out = 167.40 ! �'�_ — __- Manhole M2 POOL IS � 11 � � � FL in �t6B.IIL1 � — — — W I — — — FLmout 1- 145.per M W _ _ O II m - - - - _ Q � - - - - ry — - - - JQ FL In 1 .00 \ !� P, UJI II I - - - - - - - - - � � m in� N 'A IIISS wr.r oD / BLD "C' o jr A II -- - - - - - 4 - 1 EDROOM mW - -- - -- _ / 1 II B TH ,. PVC � m w' . 2.0% LU taC co II - - — - w II S 00"13'36" E 739.06' II Q X co ■w.■1 .rm1+ f' : . C >ft GRAPHIC SCALE • t 3C JO 60 120 — _l , IN FEET 1 inch 30 ft. - \ r 1v■a rI_ ... y. •. LLP - Z4 �_ T D '._.. ., . ._. "TAI --- � � � SYMBOLS: NOTES: _ -- T _ , or I ' � . -- - - - - - - -- - - - - - STORM DRAIN ". -'.,:.':;` 1.•1.+ . c a 1 1. All construction to be to the City of Tigard standards. F . \. • r-- �I �s _ _ _ _ _ AREA DRAIN, CATCHRASIN, STANDARD CLEAN-OUT DETAILS TIGARD 01? CLEANOUT (STORM) - AS NOTED- 2. Contractor to verify line and grade of all existing • 1 r, `■ A t r' """ '- -' STORM RUNOFF DIRECTIONAL ARROWS 1 T.C. 205.90 TOP CURB ELEVATION utilities prior to sort of construction. , _ • 1 1 Mrr�l1U uNll • ', irlrtl NwSI L •-- __ DIR1 C11(I Hr I.It l Nl rNl -- - --•• �, _; F- 205 4 FINISH GRADE ELEVATION 3. Class "C" backfill (1"--0 crushed rock) required in - PROPERTY tenches. A-,-, _ - E TY LINE 1 I --• 1 — OII f �. 1.�. tlWH j rl �'I ADI, n HMI r EASEMENT LINE ']t 'a� ` l S �N rn ?` I Nrt R ► _- I• « �, .-.. • �. IR '' •" `` --- EDGE PAVEMENT 6 wily or 4. All trenches to compacted to 95% relative d--nsity � " ♦ CURB LINE ♦ r'A, iMil ; n � �•lrtr5l Al i: -- �—• � ;: —►- r.. ' I WATER LINE as determined by standard proctor test (AASHO T-99.) a - POPt Il, rfj .� PAI .li1r'IIL �, • I— , /r-',.- u. rt ru �"'----�'' (n Nfll( Y ( _ � z .l+ SANITARY SEWER I 5. Sewer pipe to be PVC - ASTM 3034, SDR 35. ; +� ; �1�' hAIMENI r,x� CLASS c• r a ,. A 0 r - WATER VALVE 1Of)( Pt rr , Irj1 AL PA r MEN I rcn ll ASS u' -"� ACCEPTABL.E 2fittLNATE N d rno HI Of PIM a v 10 HE PER LIN( Al ' , , — HYURANT 2 = VrPI Srj( i r[>nT Mr t)EPTH B •+°.1. k P.4� � • ... '� ..[ ., l ,, , Z VICINITY MAP ____ 6. Cotchbosins to be Type 1, Area Drains to be as T � PIPt Srlt •• , �„?�w'� w SANITARY SEWER CLEANOUT YPe 1 r r • I " ' e" 'O' U.1 catchbasin without oil separator, Storm Cleanouts to �; :', F''r't 1 PIP( , N. T. S. cc be as area drains having solid lid o .; C� Z EXISTING MANHOLE U� n ,r1 C) . n I1 C I• t ' nc r •�•.r •o.. ......•o t MY� G1�`' 0 It 0 7. Unless otherwise noted all Foof Drains are 4" PVC (SDR - 35.) for , ° `� . MANHOLE TO CONSTRUCT o' STANDARD MANMOLE ` ♦� mmoi 203.3 EXISTING GROUND ELEVATIONS B. Sewer "Tees" and services are to t e installed as oM s1AMr, r1 AIIUN � ' / � r�►uNt�slr f- - -- - - - - - + '- - - - --- RAIN DRAIN DOWN SPOUT ns u1Rlttthllr I►u t ►. IN I >' part of this contract. c tl 1000 11AIMIv SIAt.r, r1A'.(IN .' �G ^ W C „ „ AS �rg lfl I 1 11H, Irl( (NI,INI f j• N ill dACKF_ILL L655 "Dw 88CKf I I RT E. STANDARD TRENCH DETAILS SANITARY SEWER ANS J H'EPM 1'T I'.IL:1. F�Sr'IRc.18-E�wr'Ita.�G low i I ' ^ .a. ..... 1 .. .•.w.- - ..... r- r.. P rwr. ....-.r..u.. -. I• ...-r—...._..-+-r_ _ _ .... ... .... - i .,. - •.• . . ' ./�W1FYMn ■ ° -..�,.... .,.,ti.. ,. .;.A ,IAS t , 'w... "T"" ..... ........ .. - t+a:• >.•... .�r�,.artlel-'-- ••..�... . ,...,. •' M?'III�IfIIIIIIItltlll'IIIII��fI'IIIIIlIII111tII1111111II��I1�111111t�Ill'I(IIf�IIIIIWIIIIIIII ,I�IIIIIIIIIIIIIIIIIIIIIIltll�llllIIII111lIIIIIIIlIIIIIIIIIIIII1111111IlIfIfIfIl�lIf11I11111II NOTE: I F TH IS M ICROF I LMED ! 2 3 - 4 — `� , 6 7 8 9 I O 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, 11 IS DUE TU - THE QUALITY OF THE ORIGINAL DRAWING. 0£ 6Z 82 17 I 9 I Z S7: tot £Z ZZ 12 Oz 61 ©1 LI 91 51 til EI ZI II 01 6 9 L 9 S to £ 2 1 I I Ir1111ulllnn I111lI111 Ilill1111 1111!11111111111flllutt�ftlllltlfhtn IIt1.1111 NIIl1111 iHllIIIllilt+IIIIIIIIIII11illi!III!II I I liIl1111lnnlunt�IIIIIIIIIIIIIIIIIIIIIIL!1111 IIIIlIIIIIIIIIl11tIIulJIIIIIIIIIIIIIII u11lIIIII1111lIlULIW�IIIIIIIII�IIIlIl11ilhllllllll1111I1WIIIN ANN, � . J11 19 1991 Lj G N 00'14,09„ W � 319, d I ..o Q 00 \ 00low I 12 0 C BfOk OM10` �\ �- 0 r' 2 e 0 cn Q -j z Iw O LA / / RfNOVINC \\ M-- W Wcc O U aJ N 00"14'09" W 360' L IuJ 2 m COY U.) 0 - - -- - - - - - - / /� / / OLD O8R , 0V 4a ti � cc 12 - 1 BEDR OM - 1 BATH \ i �� NSTALL: - N ICr I Riprop bank protection at end \ / r_ 7 of ou Pipe FL outlet 138.0 T-9 I wII - � ---- .P,412PV��1 wig - �-- - - -• - 10' PVC 198' a 4.60fi LA - _ ...— ��!f / � m II CONST: ---------------------------- T - / W W —Areo Droln -” — -- ---�' CONST i \ ku c II —FL out = 168.63 _ - — `-- `-`- CONST: - -'-' O Catchbosin / li r Area Drain - FL out - 152.00 W F L out 59.35 _ FL in 151.75 \ !+ im — - FL in 159.52 m a, • LAUNDRY POOL Cr _ IICOLa kaj -- - - - - —_ _ - - -- m W04 C J I I l4• co 13W IVCW I II _-- - - - - 4 - 1 EDROOM mm - -- it - -- - - - - 1 TH - - _ / w as - - _ Au S 00'13'30" E 739' Lt • !I U) 0i GRAPHIC SCALE MOTES: 30 0 is 30 so 1?0 1. All construction to be to the City of Tigard standards. I 2. Contractor to verify line and yrade of all existing I utilities prior to start of construction. ( IN FEET ) - inch 30 rL =-'"��. 1 ;�'aF= s��f - 3. Class "D" backfill (1"-0 crushed rock) required in all trenches. 4. All trenches to compacted to 95% relative density as determined by standard proctor test (AASHO 1-99.) SBOLS: - I 5. Storm drain pipe to be PVC - ASTM 3034, SDR 35. c - ------ -------- - STORM DRAIN 6. Cotchbasins to be Type 1, Area Drains to be os Type 1 N. AREA DRAIN, CATCHBASIN, catchbasin without oil separator, Storm Cleanouts to OR CLEANOUT (STORM) - AS NOTED- [_- --- - _ - - - be as area drains having solid lid. - STORY RUNOFF DIRECTIONI•L ARROWS ' ' TIGAR_D_ T.C. 205.90 TOP CURB ELEVATION --"� 7. Unless otherwise noted all Roof Drains are 4" F �': (SDR - 35.) I r "'a~ ` F- 205.4 FINISH GRADE ELEVATION PROPERTY LINE EASEMENT LINE -" •' t EDGE PAVEMENT - -•C6 i r -- - � 2 Y CURB LINE p� V 1 - — - — - — - --- TER LINT p e_r { Pt1�F 0 °0 ��� U WA , _o V` C0 SANITARY SEWER per' . - fir ';` ' �� - - - - --t�- - - - - WATER VALVE c - 5 _� ° 4 w JIM I � -- HYDRANT } { ¢ iL�_ SANITARY SEWER CLEANOUT 1 1 Z 11 1 I�I 15 , _ ,yiy N i ♦ r ?C _ 1I: -_-o _ V L 0 t ! VICINITY MAP = ! : � ::. : L e U d O EXISTING MANHOLE , t ®`' /'s: o_ t r-� �L6<r to �o DO N. T. S. I-L9 _ _ `'J ERT -- �� -- ' - MANHOLE TO CONSTRUCT CGJChBO S l�7 203.,3 EXISTING GROUND ELEVATIONS a ------ RAIN DRAIN DOWN SPOUT If vor ro sC/t F I Z TYPICAJ_ CATCH BASIN STORM DRAIN PLANS Y I PERM:1 T NO. 8909()R 89(") '49 ABRIN nrw RR. atYN . - .. ..:.„.-., ,c, .. .. ._. +JW4�14n"u,..a. ... w,«...... . .,..i. -. '�� {"�, ri:•LN/II� ••pti:'. _ ....•...w.. ��„ ..... ... iw. .,.... _ .,.... ;. v" .. �---__._ Y r ��, ; .... .'_ .,.. a ..- -•. ..suw- --�..., .. '- . ,,. � 1 �-�•I�I�-1111I11r1111'111111rI��I11rIlI�IIII�tIItIIrIII11�11�I�f�11j1111�1rIII11i�IlIIi�11rIIlrlflllllrll{IIIIIi�ll111111{rIIIIIr�111Irlllrll�rlll111�1,1111ri11►){1111111111►IIIIIrll�rlrlrltr♦rt► ,w,Y,Y, 2 3 41 _ 5 1 6 7 _ 8 0 11 _ 12 NOTE: 1F THIS MICROFILMED 1 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO TNF QUAL ITY OF THE ORIGINAL _ ___ --------- -- ` DRAWING. OE 62 92 12 92 S2 b2- E2 -27 IZ 02 61 BI LI 91 SI t,I EI 21 II 01 6 9 1 '` �H1,III�t11111111�111111nI�n1111rrr�111111111�1i11{IIl�N1111tu1us11rlu�uulcl11111111NIII1111{1111IIH1{IItlIH11{I111�III!{11,Ih+ ,{t11,I1111�111111111{111111III{1u1I11ulu,L`uu�in111lIII„11IIiliIU111Ut111111�Nit11r1111111{IIIiIIWIlI111rtl11�1111Ii11111!!<<11Nl,btII1N11r�11,111, 17) C11 M 13 111 19 1991 - - «......_.._..„..«..«......_.._....._....... I _4 _.......__._.._.._ IIOTEri ON (LANDSCAPE MIMIC: il!LAMY •Mi1TER 1•F�l� L�1•ST« « tt _ _..«._.._......_.._......„.._.._.._ .._ ..._.._._.._..„..............„.._.._.._.._.._._.._......_.. ;. . _.._......_..«.._.._..„........._..„.._.....__.._. . .._.._.._.........«..............«.........._..-.«.._..«......«....... _.._..„.._._ _..«.._.i. .._..».._ ._......„. ..«..... ......«.._....._.._..«._.»...r. SC Flannw wW Lm%TES f sNe vtarx�I ae�e Lar+dreape Mtt1141111c+uK �J 1) IETALI 2' LAYER Of 3/4' DAW MA C1 CONTINUOU5L1” IN ALL PLANTING AREAS UNLESS NOTED •I1 N.W.Se.eror nl►►Averwt,Seat 200 c� _..___.._.. .._._. .. _.. «......„,._.....«..........«..... «.._.._...,........ ................ _.._.t. .«..„.._.._.. „ «.. _.._.._.._........„«... OTHERWISE . INSTALL ALL 5111RUB5 IN MACH UNLESS I I Ip 03)227-5750 Coda Bo ton i ca I Malta _ Cc>Ita I Hays S i za Retl�o^fks ND GATED Orl1ERWISE. �. M ABEL I A GRAND I FLLIRA .� ........«.._._......_.._....._.........._.._.................„. . SUBSTITUTIONS APPROVAL..............._..............«..... ...._..«.._.........._............. 3) PLAN PREPARED FUR SITE AND OfS�.iN REVIEW OIJIV. Atir A2FiEA OUMF'L1 P I NIK _.._.._..«..«.._.._.._..„........._ IOWPO PINK AZALEA ,_ » _.......... „ 1a' SPA \ /•� ,� tMTAl1.tttullc „..... .._ _...._ _.. .._ _.«..»..«.._........._.._.._._..«......«.........._.. _ ,+ rola 1 P>8 101C A2Al EA Hi n0 CA 1 iiSOn 1H�i ri0 CR 1'MSdn AZALEA �_ „ i8•',.SPR. SUBSTITUTE APPu•�D VAR I ET i E§. .., OBTAIN LANDSCAPE Ar:cHITIGTs AP�RcwAL � AIIC- ,AA6UTUS UN1ED0 GOftPACTA _.._......_......_.._.._......«.... jCU1PriCT STARUBEAAti� TIS _ 24' HGT _ «.._......«..„..............................._.._....."........._... � TO ANY GTHER USE USE OTHER THAN FOR DESIGN REVIEW IS NOT AUTHO�c11FD SEE ............. .....-•;PAPER BARK BIRCH ..... ` _..«......_..„„„ -_t.0. .NOT _ ....T _.EM C .«..........«.._.._.._.._..«..........„.. ARCHITECTURAL SITE PLAN FOR ELEMENTS OTHER THAN PLANTING,LANDSCAPE AND IRRIGATION. �� � SPEC TES ro t1A1R1fAtTlIAR'B CA «.-GOi;t1115. _.._.. LUMP _................_.............» _.._..„.....«..«..«..............„.._......_..«..„ _ _.._..„......„......_..«.....«.._..„.._.._.._..«.._........._.. 4) STAKE TREES IMMEDIATELY OWN PLANTING _. ALBA ......... WOOD _...•......«.._..«..........«..«... _..24 HGT ._ «......_.,...._..«..«.........._......_....._......«.......... � 4 •• V”STAKES AS REOV BY TATE[TE ISR d:0 CALOCEDAUS DE LIRRENS INCENCE CEDAR IS' HOT 5) LANDSCAPE 1VOWc. TO INCLUDE AN AUTOMATIC DR,P IRRIGATION SYSTEM FOR All PLANTINGS AND CN...._4TtlNEASTtR HdFL12ONIYAL 13_.........._...................•.«..�ROCX...SPRAY .C�JTuIIEASTEp..........„.....« «18” SPR.. _.._.._..«......_......_......«.........._.._.._.._.....„....._... FULL C ------ --- CJ� CAIELL 1 R JN ONt I CA _ . „ - _......_.._.............«.._..1C►..N1ELL I A...... . ....... .I.............._............._ _ - _ .._.._............„.... COVERAGE POP UP SPRAY HEADS fUi2 FINISH TURF AREAS. BAU,FIOW F'REVENTIOM ASST[ Y o BAIL �iovE Fwlan ...� I «.._.._.._.................... ». . _ _ 24 HOT P.1 Ntl(( p!W6 Ft�Rflfil_ F ........................ .. .. . ,..........„..,..._.._......_....,.... OR RRIGAT UN• FEBCO H05Y DOUBLE CHECK VALVE OR E(x1Al, SIZED TO MFR. SPEC., INSTALLED IN a•• -- tuw LAVEA TO diI' LINE "IN. Q EAC EUGNYMLRS ALRTUS CCkFACTfl_ ..ii;011Pt�CT WINGED EUON......................... HGT.._.. .........._..._.._..«..«.........,...._.........._.._.._......_..........«..... Nw rr— FINISH ORlMIE • OS OAUI_THERIA SHA1.011 « SAL AL /► PRECAST COW VAULT AS DESIGNATED BY PRQ>ECT ENGINEER, INSTALLED IN ACCORD WITH HH iiEDERA HELI!( ... -p _.._.._..«.._.._... IyEEDLE •POINT .iu_V' ......_.....».._ -« - UNIFORM PllJP18ING COOS. STAT(, ANO LOCAL COOS DLE 01 Ml «.........„..........„.._ ................ ?-1(q POTS PtAfIT,.12 Ol. C011T I t�IJOUS.... ... ASSURE lRR1GATION IS INSTALL D WIT 11N i -_---- ttooTBAu ICC ILEX�CRENATA C "Ej _ « _..„..« C01LuEX« LEAF JAPANIESE HOLL> 18” SPA. . « _. „.... ...„.«.. .«...•.«.... «. „... I Of EXIST NATIVE OAK i - ...«.._.._......_.._._..........„.._.._ _......_..„......«.._.«.._.._..«.._ I!> �2F31�1�t__.-moi Imo. ►�AwTNo soy.Nac-ca•rACTm ws ��Ta + 01A MA1�DN 1 A 11 FON.I UM OREGON( GRAN- 24” HOT. .._..«......«.._..„..«..«.........._... _.... _.....„.............._..y.._.._.._.._.........._.....F......_......_......«.............._..........„.. ................ 6) ANTMO P11-TWICE ROOTPALL D14 -AND «............._.._........._......«.._................_. _.._......_......_.._.. ......_.._......_.._.................._.........._.._.._.._ _ ;COMPACT OREGON( OAAPE 18” SPA PLAN f0 BI MODIFIED TO AC cOMPLISH SCREENING 0+= MECHANICAL EGf11PN1ENT AND TRANSFORMERS ,�,-� _ � ��� Z O 11AC flAHC1N I A I F� I UM COMPACTA 114: _ _ ffYR I CA CAL I FORM I CA . _....._.._.........I�fi)C f1YRT1. „ « « „ _. N.. _ _..«......«..„.._.._.........._.........._.._.._.._.._..«......_... ON COMPLE TION Of ALL SITE ENGINEERING PLANTIN65 TO Bf AWUSTED FOR WINDOWS, t h. 18 HGT '� FLA}I AC TABLETS TO � O 1IF _ _'CIALUS FLi�A iB111i01 _..„....._...............»_....«.._.. iFLOIJER I NI(Z CRAB APPLE « 1 1«Z' CAL. _..........«..................«.._.........._.._.._.._................... SIGNAGE. UTILITIE5, TRASH ENCLOSURES. AND OTHER 51TE ELEMENTS AS DIRECTED. MAMf ACTtBtER&'JItG HS _ IMAGNOL I A SOULANG I Atwl «.._.......«._..«...._.._..«.._ $ICER f1AGPIOI-I A „ «..«.........._.....»....... 1-1/2” /2” .CK..I.«.._.._......«..«..«..«.._......«..„......_.._.._..„.._.........._... 7) RIGHT OF WAY OR EASEMENT AREAS DISTURBED BY C�TRUCTION ARE TO BE SEEDED UNLES`.i t11di0UdiY Ct]1PJ�CTED TO O MOC _iFlfil��l f�fi [uN1EST iCR iOflPfk IA _.._..«...._....„..• COMt'ACT 6 AM6 *,*,r","*"-**-"*"","-,*- . ”,"*"-..«..."",.._.._......» _.-113" HOT I ........_.._..«......................_..«............._.._.._............... PRAM fATTLINO Li. O ....... ........_..........._. .._..«. .......... ...........« TO BE SEEDED WITH z w , - auBso�ICA �”M110 TEf uTF#RW1'5E FL000 PLAIN A A- PLATANUS• ACE.P.IFOL.!A ...._.._•.....«....,._.._.,_.........._....�LONIDON P�HN1E TREE 2 CAI. . ' «..«.........«....•........._.........._.._.._.._.._..........«... AREAS DI51URdED BY CONSTRUCTION Al2f l � Z -• - «.....«......_............._ _. _ „.....„._.._..«..«........... AN APPR('r,T1) MEADOW(PASS SEED MIX CONTAINING PERAEMAL WILDFLOWERS. -Z---- PJ P I EH I S JAPON I OA' _......_..•.•.....«••«•..•••••.•.•.•.•._ I JAi'Ai1E3E P I EH I S -18” HGT GREEN LEAF OIiY , (r o Pn -€.PSEUOOTSUOA- .I. I•I ............••••......••••• ......••..........._. .._ ... .„..«„_......_..«..„..«....„.....«............_......_.........._... 6) PRESERVI •NAD PROTICT EXISTING PLANT t1ATERIALS ►r4 A[iv/R d 1V "T y 1C flfvrtlr4�fi�11 *rl o04 BEF BiiClf ICATIO/M 1011 Bnu nIx \ MEN Z ES D 14LAS FIR 8 HI Pf111 P I PNJS..... 11U00„ « _..«.._..„._.._.._........._..„......_. a .........._......_..„..„........... _ ....d.....«..«..»._....».._.........._.._.........._......«.._..........«.. 5 OP50il, I PART IY1SIifN40M COMPOST OR KTAI>rL SI ILAATPA RUPKIII lSN T11M W W i •1�RF MU00 PINE 18” SPA. PLANTING I t 1` INOt I�IM” 5:111 MIX FOR PLANTINGS 2 PART T PSA IPRl11YUS SU6H I RTEI_LA -AUYIEtNAL.I S. AU"f UNtly H I GA1i CWEARY _ „ „ « ..1. 1. �, ..........«.._..„......„..«......_.._..«.........._.._.._._.........._... APPROVED EQ) A 'ASLETS T O MANUFACTURERS PLA"NO DETAILM' Z x ...._.........._......_ _.._.._....._._.._......_.... . ._......„.....«..«......_.«.._......:.._..«.. .._.....................«..«..........................„........_.._..«......_.. - ...._..«......_.._.._....._......_.._.........._.._._. ..... W Q PYA PRUNUS YtEEM14S IS AKEBONO AKEBOI CHERRY 1 irZ „t�l� _ . ......... _.. ....._......_.....„............_.._..«......................«.........._...•......_...„.........._.._.. ..„...... ....._............................................_......_......«..«.. .._...... C_?.....«......_.. ...............................«......_............._.._.._.._.........._... 10) TURF AREAS: GRA S SEI ED AS LA NF�P420VED BY LAIIUSCAPErTURERS R,TION OF GRASS 1180 ......... »..... _...._._......_........ .... .... ... AEC8 RHOOOOEMORONI EC STIRLING EC ST I RL!NIO RHODODENDA014 Is” M0T _..«...............•._.._......_.._.._..„..«.........._... _ i �” - ZJ ........................ ..«..«..........„..„.. .._..«.._.._....._......_ ......«.._......_..„......_.........._......«.._.._..«..«.._.........._..... 11 FOLLOWING IN TO A DEPTH OF G' S0 LBS LIME/1000 SF SCOTT'S STARTER ! 18 i RAPH I OLEP I S INDICA BALLERINA BALLERINA RAPH I OLEP I S 18” SPR. FERTILIZER TO MFR. RECOMMENDATION,COMNIENDA TION, 2' LAYER Of MUSHROOM 1 COMPOST (OR APPROVED E0.). AND ..._....._;.«.........._._.._. ......._..«................_. ..._.._.................._.._.... „....„.. ......„..-......„..„............................. _. .....«..«..... .._..... .. .. .. RJ11 I RHODODENDRON JEAN t IRR I E DE MONT „._ _.•.._. ........._... __- --_ _ _ - ____- . __- _ --_-_-. -------_ --- ---__._. .-- __-_-- CC - ..._........ ._......_.._.._... ..._.._.._..«....._.............«.._.... AGUE JEAN 1'1fiR1E DE MONTAGUE RHODO, I8' HOT. 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