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11401-14115 SW 135TH AVENUE SAW* GENERAL NOTES: 1- SLOPE FINISH GRADE MIN. 2• AWAY FROM BUILDING FOR 5'-0". DISTRICTS LEGAL VESCRIPTION + TO 8eAVF_RTON 2. STORM WATER TO DISCHARGE TO APPROVED SYSTEM. SCHOOL DISTRICT - District No. 48, Beaverton, Oregol-I 3. PLUMBING WALL IN ALL BATH ROOMS SHALL BE 2"x6" STUDS C 1� WAS- R DISTRICT - City of Tigard, Oregon Beginning at the Not t:hw.ast corner of the Southeast 4. PROVIDE POSITIVE CRAWL, SPACE DRAIN IN ALL BUILDINGS. quarter of the Southwest quarter of Section 33 , 5. END TRUSSES OF ALL BUILDINGS SHALL HAVE WIND BRACING. FIRE DISTRICT - Fire District No. 1 , Washington County Township 1 South , Range 1 West , Willamette Meridian , in WASN/AJGTOIJ �U 6. FIRE STOP 2 HOUR FIREWALL AND PARTY WALL EVERY i0'-0" (TYP) . PARK DISRTICT - City of Tigard, Oregon Park District the County of Washington and State of Oregen, thence squ4�e� 7. ALI, WINDOWS 504 OPENABLE. South along the East line of the Southeast quarter of 8. BATH VENT 50CFM EXHAUST FAN, VEN'. TO OUTSIDE WAIL. PUBLIC UZILTTIES the Southwest quarter, 330 feet; thence: West and � 9. ALL CONCRETE SHALL BE 2500 PSI UNLESS OTHERWISE SPECIFIED. w '- parallel with the Nor*n line of the Southeast quarter 10. LUMBER ELECTRICITY - Portland General Electric Company of the Southwest quarter , 660 feet ; thence North and parallel with the East ti-.ie of the Southeast quarter of. ALL FRAMING LUMBEk SHALL BE 2 @ BTR D.F. . NO HEMLOCK WILL NATURAL GAS - Northwest Natural Gas Company the Southwest quarter, 330 feet to a pointon the North BE ALLOWED TO BE USED FOR STUDS. line of said Southeast quarter of the Southwest n 117 11i a Q 11 . ALL EXTERIOR DIMENSIONS ARE TO STUD LINE ANIS CONCRETE, TELEPHONE - General Telephone and Electric gnart.ecl thence East along said North line, 660 feet to a � 12. DRAFT STOPS: OTHER - Domestic Water : City Of Tigard, Oregon the point of beginning . 11.1 Q ' DRAFT STOPS SHALL. BE IN LINE WITH WALLS SEPERATING UNITS Sanitary Sewer : City Gf Tigard, Oregon ( O To T/ln,oRG FROM EACH OTHER: SECTION 2516, UBD-85 and as of June 8 , 1987 at 8 : 00 a .m. , title vested in : o � P [ 13. FIRF..STOPS CONSISTING TO TWO-INCH NOMINAL SIZE LUMBER, GYPSUM PUBLIC TRANSIT D . L . DONIVAN and ETTA A. DONIVAN , ` ¢O WALL BOARD OR EQUIVALENT MATERIALS MUST BE INSTALLED IN THE FOLLOWING LOCATIONS: NEAREST BUS ROUTE - Tri-Met Bus Route No. 87 as tenants by the entirety; i. A. IN CONSEALED SPACES OF THE STUD WALLS AT THF. CEILING AND AND STOP Nearest Bus Stop - S .W. 121St Avenue FLOOR LEVELS AND AT TEN FOOT INTERVALS ALONG THF. LENGTH and Scholls Ferry Road ! O OF WALL. r APPROVED FOR CONSTRiJCTION N a- O B. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND CITY OF TIUARD 4F0 HORIZONTAL SPACES SUACH AS OCCUR AT SOFFITS. I, 0 Q1 14. INSULNTION: / SUMM,EX PERMIT NO. ___ _ _ ___ SITE ADD;ESS I �i� —�I w�eE > —1 Z ALL EIGHT UNIT BUILDINGS SHALL HAVE R-11 IN THE WALLS. _ ALL TWELVE UNIT BUILDINGS SHALL HAVE R-13 IN THE WALLS. BY ALL BUILDINGS SHALL HAVE R-19 UNDER FLOOR AND BETWEEN - -- -----------TITLE _ _.._..__ DA -l� cc 0 FLOORS AND R-38 IN THE ATTIC SPACE. I I L1.J v / I-- 15. SPUDS FOR ALL, BUILDINGS SHALL BE 2"x4" @ 16" O.C. LU- � � 16. ALL CONSTRUCTION SHALL AS REQUIRED BY THE UBC-85 EDITION. N z cc 1 LLI cc r w In It -� U O I` _j VICINITY MAP Q a 9.T5. �K� N PROJECT INFORMATION _ SITE AREA------•-------==--211 , ?_66 S . F . = 4 . 85 ACRES BUILDING AREA--------- 45 , 507 S . F. 21 . 50% - tom. DRIVEWAY AND PARKING------ 57 , 802 S . F . - 27 . 40 LANnSCAPE/OPEN AREP.------107 , 957 S .F. - 51 . 10% FNP ab S 69°58' 03"W 639.63 _1-_ __ �! �—�__ FKD 1 �W E L Ev R -� �--— — 1 q9 4 ____r �� �-._�_ I TOTAL BUILDING AREA------ 90 , 099 S . F. Z 19� 5 �c R BUILDING DATA /A Q s to �; \ Lo _ BUILDINGS--------------llo UNITS = 24 UNITS/ACq�) o1�.t 8-2 BEDROOM 8-2 BE ROOM 8 -2 BEDROOM 1 ~J 9 LAUNDRY ROOMS--------- ? UNITS W �1a � aSTCi � Z cc BLD ' L` BLD • K • BLD •J • I STORAGE ROOM---------- 1 UNIT LU 0 O I �: g I I POOL EQUIPMENT-------- 1 UNIT W w ( r-- - 0 t'o I � OFFICE--------------- - 1 UNIT _ O I LJi - Imo/ V I BLDG "A" & "D" 2 STORIES 24-1 BEDROOM II i 9 B Q N _ _ I C) m �_ _� BLDG B - C & I m _ — — - -- - i m y ! i I "E" THRU "M" 2 STORIES - 92 -2 BEDROOMS _ ------TOTAT, F– __- 116 UNITS 'A_ ��--- PARKING------------------------------116 CARPORTS --�--� 1�&+O �, r POOL I - -¢— - O - II I 1 2 GARAGES w - 1� a d i i --- -��I v ��- I�'a 46 OPEN _-r— m 0 j'7' W r i I`.--�' I I 174 7 4 STALLS Z Cr. cc �'� � ZONE - R-25 Uj m0 (L + U TYPE V-N - GROUI,E R-1 0 0 TAX LOT 900 - S .W. 135th AVENUE I L p0 U. - - ----_ TIGARD, C;ZEGON 00 L�- --r-' --- -- ~- 0 (n-- +-� M r-a-k-201 !n - 1 C I I I I w W - - EO'P -� N zo Q BLD "H' a BLD ' G' > c. BLD — i i Q � I 20? o l ti ryG G -- Q Z —.. - �— -�- - - - - -� CJ 2 I X 1 cf G GU Rb L-I N Lc =m���p UJ 8 -2 BE ROOM O 12-2 B DROOM - -- 8-2 B DROOM + O � c- LAUNDRY _ \ , ----- -- t UW 0 H S. W . BRITTANY DR. _ -�— 12 GAR GE 'i + + + �- - - - ---- __ 1I n.� �`- k._ E �15T'L� C.uRH LI VQ V. r. 3 to Cn 204 W 1 — U r � - _ I-- — - r ---—� - _���.� 0 BLD ' D' BLD ' C ' S-CD- ' B' --- BLD * A*------ , 5 . 12 - EDROO - - ---- � 8 -2 BEDROOM 12-1 B DROO Tr----1 — I o �� �,� V� FND �ifi3 IR � --` � N 89.58 'S5'E 838.78 1 '` -•� RNA'•�If, � R � ry 1 ELf v QCUa Ib0 2o7.7 / ?0 7 __ ----- ---_-.`__._ �-� �iso � 2 LL 1 SITE PLAN W W t - 0 U. O W[�T[A" M•[• [.[1.M. ,. _. -. I ���111►�111Nf11I1111111�1 �111�111I111I111I111I111i111lIIII111IIIIIIIIIIIII111�) 1111�1111111I111I111I111I111IIIII111i111I111�111I111`IIIIIII`11�I111I11111;�'�111111I1111111I111111111111111 NOTE: IF THIS MICROFILMED --- 2 �..3 '_ 4 5 6 7 8 9 12 DRAWING IS LESS CLEAR THAN --�" THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 6Z 8Z LZ 9Z SZ 02 EZ Zz 17 OZ 61 81 i.l 91 91 �1 EI 21 11 01 6 8 L 9 SI----1 b E ? 1 a�ra>rw iii, •' :�1Iu�11u11�u1111H1Iu11HHIHHI1H1Iuu11ml1ulllllu11�11�1 41�Iµ1I1111[111dIliIIIIli1 6111I1111IIIJI111111111I1111111111UIIhi111Il11111iJIIli11111I111111101111�1111IIIIlIIiIIIWl�lulllll1I111 1 11111 It11111111IuWUllwwlWlllll�llllulll�llllI1111I1 diIuI'.IIS } � MAY 1 $ 1990 s fit• ��' TELIEP fl 9 r1 4 ev a WEST 294.17 ro �� a ILK 1 0 40, 191 4 T c t9-e n 11 ' I � _--_ � _- BLD FL. ELEV, 1927 PAD El_ V . 1JU. U SIUHAGE F.L. 193.25 +T•L.I tP n as / ' .� /T'rl 1 � �� W I 195. JAI � 1 ov►I +192. -J I ` w O I • J U. l LO_T .108_ _ - - - - - T -.1: b2' Z -LII 4 tgz.��r i 11 0 Ocr r� 1 O cr r0 N �I LAUNDRYF. Yy HLU i '(i' I I 11J v L. ts4.2 - FL, ELE 143.67 PAI) LLE . 191.50 w_--- uj z cc Q i r I 0 uW 0 QO w Ld I T I � IN _ --_ ` a s 1 �__.. _._._ _ _ --- I N � I I w lo� _ Lo 0 m W J P ---- ---- ►� r� (D LOT 108 - c V c) Io J LOT 101 ul > J - - LL � a W a I I ------ I------ I I/ i I ~ 1 > w I I o FL. ELEV 196.67 PAD ELEV. '194.50 `� I I- I 1'29 LL w II ' t0 �- -- -- -- ---- - --- - - - - -- --II----- o-I - -----'11_ L�9�35�1 1i;.95 I Tc.9 9y I I ' f..� u_ � t.7 ai• I I I Fh A IP S 89°58' 03"W�' _E39.63 - ELC_vaCom. a 196•.oy 196 O I I I F O. 5/' 1.0. >�� *11 t. Q �5.4 ► �y 20'--0' WIDE FIRE ACCESS W/TURFSTONE PAVERS p LAI r t - --i98'G '� - - - - - - B L G J -� I '�= �I i9 c / 19� U1 >� N � cu BL G 'L' BL G 'K' 1 oo L1 v1 c r_ c m FL. ELEV 200.82 PAD ELE 198.65 ' Q o °i 6`'0 /i Q F cm W FL. ELE 200.8 PAD EL V. 198.6 IFL. ELEV 200.82 PAD ELE 198.65 ctJ 20'-�• X3.8 0 _ -� 3 J w - w J ' �� ��°y I O I F W w I I Q w Z �y L 0 I _ o 96 cy� J-Q �� i I - - -t9 LL I 198 W cm to W.I. RAIL ING ry nim; co O -- N N i Q - Q �l16'1 P O 207 5a 0202 `50 p 0 v L- j �. _ �� ?° �0 0/ SUMP EXERCISE 1, I Jw t Ii Q 0 l m r� w w -j ry �/ y�. - \s- -- .E: 203.6Au ww I + 141" Q t+ _j w I / ¢ r - - -I -- P t- r 199 ''t a,N 1 I I r a.Q _ ,� o t 9 r - - 0 1 I N }� >n -- ZV. POOL wI- oN I I �- cc zoo cf) co ILA m I a ry F207-15 W w - I 1 + � S-- IN JW 0 U .p !L 0 M1 1 r ,► - tl+' - / �n� hy, 4031'1+ � C NC. WALL Iv l STepe w.t. CtAft. -� Jn Jr rn - ' \ - N I cv N \?o Ir----� I --� -----� _ co q ,i r� h I c� IN mr I 'ZOI M �.S -_- • r-`1 ,,p, L I \ N N 1 Vt 7 ' I V CJ ? 1 El F w -- - o - - -i-1--� > --1-- 202 N w EO'P `�� w W w _ o B nm I - N r _i Q 1 0 0 0 . - 'lOc I c 0o i p o BLDG 'H' a BI_ G 'G' LL ° 8t C`aI 'F' ��� R �+ +J 2 I I exr�, 'G CURL' LINE cA N J FL. ELE 206.09 PAD ELEV. 203.9 Z FL. ELEV 206.09 PAD ELE . 203.92 ' °9 s FC ELF:J 205.42 PAD ELE 203.25 q F lu Q M1 F.L. 205.4 �T _ � � + 0 I IJJ M1p�v LAUNDRY �---`- - I w S. W . BRITTANY DR. t Cv u % . c 2 rc- 20 yo ILi - T.G.20 3.5 I Itl ++ 2o3.o o a�t - J• J. �2C�4 00 2O + N 205 0 20( I F Q ory ry h 12 GARAGES J = E �I`�T G GARP• LI I`d� j 00 _ t�7t I -204 I-- '�03 l � \� r- 2nG a �,�. .r) H_ ,� _ l_ ------- n -N ..-.�_ - .- ---.__ IN u1 r F, E * 2J5 C> 265 66 *c 9CXo I ` 20 c,r, 20' o+ ~ -_-- w f - -- �,c,•f I Ir Y r �/� O LUy _ BL G 'D' BL G 'C' BL G 'B' RL G 'A' � < Z cQv R -206.50 F^,D LEV. 20 ,50 ui I 1JI I O FL. ELEV. 208. 7 PAD (ELEV. 2 6.50 - F� -ELEV 2.II-B_�L A9 ft 2b6.50 �; FL. ELEV. 208.87 PAD ELF \� FL. 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IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. -- - _ - - -- OE 6Z 0Z LZ 9Z SZ bZ EZ ZZ iZ O2 61 91 LI 91 SII bl EI ZI 11 01 6 9-.'.1....LI--.-1---.I9- S bI IE-- 2 Im�11nI1uI�llnllln�IHllun�nulllu�InII1111IlulII111II11111111II111IlUllllllillll�IIIIIIIIIIIIII�lfltlillllll!111111IIIIIII111IIIIII111JI;IlNl111�ll11I1111Itf11IIIIlIII11IIIIlIIIIIIIIIIIIIIlIll1>)I�IIIIIII�lllflllll11111111111111111111�111�lllllll1111lllilllllllll1111N1111II111Il1l111111 +� I MAY 18 199Q 1 ( 0 ' �/► - ( 5 r 1. a ` i `J I • 1I '& L J ` • 11 n i - --I ,� , rQ IF, 201V? ' '� P,101^1 F F PAN TO I i t� I I�r �v�e3�' ",nw L'�L tar 'J Z 1 F7 UU LL t71 N G E x T. o f X11 ` ` — _ - - - - .• , f �a �' o w N 11!�J -�?S I --� I sJ�u I� W w M' rjo W �� ilkL�I Q �1 W I V � [L_ 1c� •`. \-,r -�..I • It- I:X M_i' V \ 0I LM. C ) F LLJ \ ^r J'� J l� �� GT--�• � � ) ;S i I �� _ r—._— —� IU 0 j E5 r::>. _ w i— Z r f r-� �_ -4- 4- r✓- ��_, I CO O 0 �A. S+ - -I �`i d - I € -tr- I - I I �aTr" I�.S J ! I Q N 1 .�`� x 7 00 fin! 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F11LE W,&LL Ftt��w.dLtr 2 �,a ll L7 4 — I � � - 1 4-A 147 W v rz L�"1>'� I I _ i I 4,�10 W r2F. I I ► O �..- CL o � J Q Z cc cr O -- G w 0 - - - - F- w z cl m w O �•- " -� a'-o'I �-o' -oi -c �.' F- _ I - *- m O Lo t U ,i 3 SECOND FLOOR PLAN i � -- -- — 12o� '�II - ! I - ---- ,�--—- -- --- — --- -- - -- -- GlZahµF("i �oc.k_ �1-I.L _ - - -- -- ,1 �. t. Nt2. F�dTE� i � I '� N►�. Kb.-1-� i F{F�C�W dt_L F{1��°L WALL I I z 4t`I k 7 d �1.1G v`G i � O �o SECTION s i H- UJ .� � y � w /a•_�'o• .teaIt ► i Z O 1 iJ 9 I j..-� ' • �`'`�- 12 �tom... �. 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I01■«' ' VIII i1IJ; 11ullulll�nlllullnnllnlllullfnlll111II1111111111111INIlI1NIIII11111II�1.I11IIIIlilllilllll�I111IIIIlIII!1I11111111��11t1IIIIlIIIllI11r�I1111�u11IIIIlIff11IIIIlIllt11111�!IIIIIIIIIILillllll)1111IIIl1�llllllllt�l ll�llllllllllllllltllllilll11111I1111�IIIIIIIIIIIWIfN11 MAY 18 1990 --� 21=cam' 22'- r� -- 22'-0° - 22'—v• -- 0° , j • I �p,� • i FCL a- o ) -, O I— — cr O lag z Cr Ir -+4-xb F1►"�".�...- - -- I "� p2 _ Lr-►�B N a� �� ( ) ( I— F— Z _ - Ww o > l s ILI ° T- Ln � N f13 F�Iz�.1'`-I'eLt i�uu�-►r.�.�t-t -- - - �.M. o � V) 2 SECOND FLUOR KLAN UJI Q 7 1/8'=1 0 4 ( ( _ �-- its �o . i - 4 j d UJ t u Ar - - - -- I ( 1 1 ( ) Lo c„ M f r2 H I Izlr /A.L-L_ 1 s — 01 9 � , 5 I a' ,• u 5 I a• ,. n - __ �1 ,,.� I x,91 � ( ) �- ( - - _ " - - _ �-- c ` �'.2„{2- �j"2``12' i- ---�-2 12 -�1��+� ia�Z. — 3-jmu .i 1 -� uL �, — 1, z CMIL. vim. +� ISL. 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QI LI 91 51 bl EI ZI of 01 6 .I9.-.•I--..'L-'..1--.-'9�- 1S. .bI IE��� Z 1"■�� '`` '� fill InI111n1IuI111111uullul1lu111ulInIIIII11I111111U11111a�1111{ 111111N�IIIIIIIIIIWIIUIIIIIIlIl1!Jlllll(IIIII111J�IIIIIIIII�1111I1' (Lji�It111(ttt111111I111II1111�1IIlllltl�lllllU<l1UiIIiLlI1lVlIllI1WW111��11�11llU11llIllUI111li111U11lIllUI11l1IWIIILUIIIH MAY 18 , - a i A 23�++ GoMp �I�INGL 11. 4-1 1..4fs I-I G .AS - i I - — -- —_-- --- -- - �Q1p _ — - — - �3J# �f`4 !U11.1CtLEe, I O 0 'TXlM $D - -- -- - -- i-r� F-xTU0--1`. Z ui 1H �7 z cr Tr-xTua.>= 1-II '6Ive-lw -- - - - = I I w O a*NLu LLJ � �- z CO Lo 0 3 3_YP._ END ELEVATION- - --- ` -- — — - — — — - - -- — — — — Q TYP. END ELEVATION I I O r _ � Iz • I � i � oil I II I _ cl) O Q9 UJ -- – Lu 0 1 11- o � a: Q �! 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I �_, 3 4 5 6 7 B — 9 10 I I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL I; DRAWING. OE f6Z 82 LZ 92 SZ bZ EZ LZ 12 02 61 91 LI 91 51 b1 EI ZI—II 01 f 16....1-• L 9 5 t, IE.. Z 1"■1*' �111IIIIIIUnluululllllulnulnulnlll1111IIIIlIII11I11i1I1111I1I11IlU6III11I';rtI�IIIIIIIIII111IIuUIIIIIIIIIIIII!IIIIIIIIIUI)IIIIIIIIIIIIII1111I1111Itkl!111111►n1IIIIlIIIIIIIIIIIIIIIIIIIIIIIIIIiII�1111I111t>iw�►II�WIIIllt)�lll,llJlllllll�lU.1)Ull�llllw>!lllllllUIIIIIIIIIWIIIII � � MAS 18 1990 \A1 c� tl LAj Wk. T d --jk- ------------ IZ7-Y -y PAZ7Y or L. Wal.Lr CL 0 0 T--, I _ I� L 7:1 xi L Lu 0 uJ 15? 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Z o t` �-- O o o °' J Z cr- O LIJ W ' Z cc x,g" BEI- Gj I C�II�1G y I,�n x8" bell=L S I p I N G m w 4 - - --=---- - 12 14 --. _ Lu J w w F— Z TOXTuW-r-- I-11 F�- 111>l I-.AG �, � � T�XTLI�'E_ I I Ioo co -- - -- 14 - — cc Q N i� UMrly rL) — hill TYP. END ELEVATION tl. LAUND. RM & OFFICE ELEV . TYP . END ELEVATION 1 /8' �1 '-0' V/�/� 7 � Q O Z cc WO � o T a V �c7m �NINGL�� - _ - -_- -___� �- - -_----- � � `•SMP �+-I1ra��I - - > ! 0. t~ w _i! 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IZ 02 61 131 LI 91 1 41 EI ZI 11 01 6 0 L 9 rnlnnlnll�I�liliui���,Ilnu�illillin�n11111uIIIIIII1111111111111IlUIJI�11I111llLlulIII lllllllvulUllIIIIIIUJI1111IIUI1bill Illlllll11111111I111JI11JWlllJhll6jllUbill ll1II1IuH I MAY � 19 � Q -r... _..._. _._._- -. - - -. —.__-�•�■i.......--•._.._.........+r..�. .-r...-._.... .....a...w.. -r-�..-,._�,�......_--►.� .-..-_.. ,-„yw�.. _ _...,,,�•^ - -..,..,._....._.;.,..�y�..,,,�.,..._._. -l.."• -- !_.. ..... .- �... _...�,., ,-. _...u.rr..+-n+,..........___---. ....___.._.. -- - - _........a■■., �I�Y7�"”" - .... � -'"-- - ---'_'r"�. - - - 1�..,c,._. -�- ��.A c... �� -�d6- '-� guava t,-•v w r� � t..kl A >Jt,�.S � \' r OAT � 0 b _ \J, ) fie z IL w v► > h n _ZP (' -gyp o� FIBwc!! a . October 15 , 198 The Developer of Westbrooke Apartments , Walter West Corporation , proposes the following along the south line of the project and the north line of Cotswald Meadows No . 1 1 . Install an 8 ' -0 " high cedar board on board fence along the ti 640 feet of the property to the property line of the proposed Cotswald Meadows No . 4 . If the Cotswald Meadows No . 1 approve , the developer would like to build the fence on top of the existing retaining wall , thus giving the property -owners additional privacy . If building the fence on top of the wall is not approved by the property owners , the developer will install the fence at the level of his property along the south line . 2 . In addition to the fence , the developer proposes to plant 61 -011 /81 - 0 " arbor-vitae from 31 -0 " to 4 ' -0 " o . c . in front of the fence . These shrubs will grow tall enough to completely hide the buildings within a few years . We would like to suggest to the Tigard Planning Depar--ment to make this proposal part of the approval of the project . oo This proposal is mae,e at the request of the neighbors . 6 x/ePn W ) WALTER WEST CORPORATION APPROVED N . P . O . CHAIRMAN GAJ 4k?eA W-e r BY AlNb bury BY FOR THE HOMEOWNERS OF CWAL ) . 4 P, 4;0 �4­ --.- .•+.ryN,., :1. �•1 fir._ r w �.!!';.`— r...� eJ.'. y' r • 7R Er 4iWW:: .. �rl � � rlE� rlrl�ir � rirl ' I ' � ' t�lrlr � ' I " I � I � � 1 � � � � � rlrlr � � lr � rli � llll � l � � � i � � � l � � rlr �rll � li � � rl � � � i � � rlr � rlr � r � � � ljr il � � r � ilrl � � r � i � � � � rlrlrlr � rlr rlr � ilrl � Ir � ilr �� r � rli rlr � r � i � Ir � rlr ilr � rri 2. 4 NOTE : IF THIS MICROFILMED -.,....... .��. �. r, 5 6 7 8 3 10WEI DRAWING IS LESS CLEAR THAN -----.. THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL. - DRAW ING. - ---- --- ---- __._. bE 6e 132 lZ 9Z SZ tiZ EZ ZZ I OZ 61 181 L1 91 GI bl EI ZI II of d ® 1 9 S b E z "11'" . TO GCI►YgRTtaN OST ►�� p`�'i Pi'VI,� Fz.a'}-+✓I I-�f% /J- q, �?;y, ! -�;.. - .--_i _ '_.. I 11 i 17,;i1.1►�i1.L ST,af- ✓!r rl�%►.� T��1.1 k �'I�iE�� 1,4 rl'N (�; 2'<.7'r I .• i ��I��• K ��� "--, ; = F-5GTON ► �2 T 2 . 2 C -�= M me'' i �4�t-r !�v' p , (��•' M I►J��� e �W"'VGir'• �"1�1/I'�� ' Ali V ' M �''T•l��,r%• � p •r, � 1 I �� / I••�7'�t, � �.�-•{, .-�- I�/Its � G'�r� .. til � �-, r-�oF-�-`r �-Pi.� - � � 4•�G'r7 I J� i � I I14 -L•l wt .jry ? oc I aur NI LL. �•G' I rJ I�- Gni a ! � i ��� I .� I u � � y � I !'i �.I•I✓! G � � '1, �• � �p��k'�%�- �d�- Gt�Ip��T�.-✓' F , , I • I I /G`-' ►"- �i.l( R -� ��, �ZGOF" �r-�. "1� � Fo.�.�w.•,�, w AiA- 217 14 I G' � I L�'C G�-rr•�� I/} v4�t✓`��' ,ivNr"I!�l�i�` .!�' � �%i�"�' 7 -�r.,♦ �\ l-�,• I ;,�•� I�. Q Ih�l1s}•j��tJ i� Q�ZLI I��I �f✓ ` °r_: / Fj I I I►`�I 'rl��♦li• I ( F rlU S C'' �• 'i -+'i ��i I�Di�i.r t ? To Tr�♦sR� I '�,�,,A` r6Nv �Uh���' u'N.1►�.I I.JI�I'�� �Ii� ; I; ) GENERAL NOTES: 14. INSULATIONt y ' �1- SLOPE FINISH GRADE MIN. 2% AWAY FROM BUILDING FOR 5'-0". ALL EIGHT UNIT BUILDINGS $HALL HAVE R-11 IN THE wiu48 . PROJEC'P INFORMATION BUILDING DATA 2. STORM WATER TO DISCHARGE TO APPROVED SYSTEM. ALL TWELVE UNIT BUILDINGS SMALL HAVE R-13 IN THE ShLLS. -- - O GEAVesRTON ALL BUILDINGS SMALL HAVE R-19 UNDER FLOOR AND BETWEEN SITE AREA -------- - -89 , 1O0 S.F.SF - 2 . 045 ACRES BUI1,DINGS-----50 UNITS 24 UNITS/AC _ 3. PLUMBING WALL IN ALL BATH ROOMS SHALL BE 2"xfi' STUDS FLOORS AND R-36 IN THE ATTIC SPACE. BUILDING AREA--------19 , 676 S . F. - 22 . 06% 4. PROVIDE POSITIVE CRAWL SPACE DRAIN IN ALL BUILDINGS. 15. STUDS FOR ALL BUILDINGS SHALL BE 2"x+" 1 16" O.C. LAUNDRY ROOM- 1 UNIT -. S. END TRussrS OF ALL BUILDINGS SHALL HAVE WIND BRACING. 16. ALL CONSTRUCTION SHALL AS REQUIRED BY THE UBC-95 EDITION. DRIVEWAY & PARKING---25 , 156 S . F. - 28 . 20% STORAGE ROOM- ] UNIT 6. FIRL STOP 2 HUUR FIREWALL AND PARTY W'1LL EVERY 10'-0" (TYP) . LANDSCAPE/OPEN-------43 , 839 S . F. - 48 . 208 ALUG "A" ----- 2 STORIES - 12 - 1 AR WA$N/AlGTtVN c 7. ALL WINDOWS 50% OPENABLE. 8. BATH VENT 50CFM EXHAUST FAN, VENT TO OUTSIDE :BALL. TOTAL BUILDING AREA 40 , 243 S . F. BLDGS"D �Qv �e " THRU 9. ALI, CONCRETE SHALL BE 2500 PSI UNLESS OTHERWISE SPECIFIED. "F"------2 STORIES - 38 - 2 BR 10. LUMBAR ZONE - R-25 - ALL FRAMING LUMBER SHALL BE 2 ! BTR D.F. . NO HEMLOCK WILL TYPE V - N - GP.O''-IP R-1 TOTAL------ 50 UNITS BE ALLOWED TO BE USED FOR STUDS. PARKTNG 50 CARPORTS 11 . ALL EXTERIOR DIMENSIONS ARE TO STUD LINE AND CONCRETE. TAX LOTS 106 - 14 - 101 - S .W. 135th AVENUE q 21T 1.2. _DRAFT slops: TIGARD, OREGON 25 OPEN � 'L TOTAL 75 STALLS DRAFT STOPS SHALL, BE IN LINE WITIt WALLS SEPERATTNG UNITS N Q FROM EACH OTHER: SECTION 2516, UBD-L5 �j 2 n lu a RLL 13. FIRESTOPS CONSISTING TO TWO-INCH NOMINAL SIZE LUMBER, GYPSUM -- OP WALL BOARD OR EQULVALEN MATERIALS MUST BE INSTALLED IN THE - Y FOLLOWING LOCATIONS: A. IN CONSEALED SPACES OF THE STUD WALLS AT THE CEILING AND +90 APPROVED FOR CONSTRIJ(;T'I0N Ih d '1� pE�c� Z FLOOR LEVELS AND AT TEN FOOT INTERVALS ALONG THE LENGTH h f T CITY OF TIGARD OF WALL. 0 �LLg 00a b. AT ALL INTERCONNECTIONS BE CONCEALED VERT?CAL AND \�9 0 PERMIT � SITE ADD+LESS______-.__. 6'GN , n HORIZONTAL SPACES SUACH AS OCCUR AT SOFFITS. I -^ - - -- "- i ' ` O • \� �� 1111 00 I --- TITLE _DATE_ It spuMM��c Q J z Cr 0 Fp S,el�.l.a. I NF-5T '294.17 ��_` t"o. �/0 1.R. I I \. z OC ' I m 'DLO' _ W � i I I z W _j BLD •F' t I I ,• ,/ F-- � _J E D I�O O M "�� (j,J w Q Z STORAGE �� + M 0c) 0 _VICINITY MAP • o W All ,n m_ _. -- ----_--'- --- -- - _ - �- /' I LEGAL DESCRIPTION J N I ELI,= 00 CIO I 1 Beginning at an iron oipe at the Southwest corner of Lot 32, I I MILLARD AND VANSCHUYVER TRACTS, a duly recorded subdivision in I u l°I I Section 33 , Township 1 South, Range 1 West of the Willamette z - -- - - - - - - - - I I Meridian, in the Coun'. r of Washington and State of Oregon; thence ' Q 19� North 0. 16' West alon the West line of said Lot 32, a distance a I I of 100 feet; thence South 87.33 ' 30 " East parallal with the South line of said lot to the Westerly right-of-way line of S. W. 135th W Jtyl Avenue (County Road No . 934) 1 thence South 0. 19 ' East parallel to cc� - II �, J and 33 feet distant from the East line of said Lot 32 a distance 0 LO O EP,5 \ 29G.b2'� / I of 200 .00 feet to an iron i e ; thence Weat along the South line r P P 9 I i I - of said lot, 247 feet to the point of beginning. and as of June 2 , 1987 at 8 : 00 a.m. , title vested in: W aC � I L—L CHARLES H. % HALVORSON and KAREN R. HALVORSON, -� -� ��i I I \ as t+�nants by the entirety, I F_ I I I Ii \ I I I I I Beginning at a point on the West line of Lot 32 , -�- --- I I MILLARD AND VANSCHUYVER TRACTS, in the City of Tigard, LAUNDRY County of Washington and State of Oregon, 200 feet til BL •B• North 0. 16 ' Wast of the Southwest corner of said Lot LLJ 321 thence North 0 . 16 ' West 100 feet along the West ice--- -- 8-2 B ROOM i ��----- I I I line of said Lot 321 thence EasteY ly pa:rallel with the South line of said lot to the Westerly right-of-way z line of Southwest 135th Avenue (County Road No. 934 ) ; W thence South 3 . 16 ' East to a point, 33 feet distance Westerly from the East boundary of said Lot 321 thence Q -- I South 0 . 19 ' East parallel with said Ease: lot line to a I � I I I point 20C feet North 0° '16 ' West of • he South line of _ � I I I I -� said lot! thence West 297 feet to the point of �•, beginning • i 94 �__ - I I I ��\ I I cr) O �� - \ - -- L�-�� \\ I I and as of May 28 , 1987 at 8 : 00 a .m• , title vested in : T o 0r--192 CHARLOTTE JACKMAN , ' 0 QI C) - 01 N I as to a 1/2 interest z J m `, I �` I I and � (n _-- ------- - I WENDY JONES , (� CIO LOT '108 \ as Guardian and conservator for OT 101 = CHRISTOPHER LEE JACKMAN , 1 a minor , UI as to a linterest, and WENDY JUNES , j -�- - as�-- o I Guardian and Conservator for - -- - `�- -' 0i I I I LESLIE ANN JACKMAN , I i I U) I I a inor, as to m a 1/4 interest, I as tenants in common ; 1 W --- 1-- m _j.� I - ' !- - I-'-- �- I I i I ��---tom DISTRICTS �a0 • \ I I \ SCHOOL DISTRICT - District No. 48, Beaverton, Oregon WATER DISTRICT - City of Tigard , Oregon _ �_ --- ----- --I - - - -- - ! I I FIRE DISTRICT - Fire District No. 1 , Washington Coun,y 8-2 BE ROOr Y M - -- I ��-_ I j I I - - �_ I I I I PARK DISRTICT City of Tigard , Oregon Park District --- "C' i 1� — -- I I z f ! I PUBLIC UTILITIES O BLD U - Portland Genera Electric Company 195 ,�_�• - _a E" ECTRICI1Y P t1 d ' E1 t mpan > 0 tr ) NATURAL GAS - Northwest Natural Gas Company cc W 2 S/4* EAST 2�>7UC�� I TELEPHONE - General Telephone and F,lectric 0 < � F O. / 1.P. IST ` FD. 1 I.P. I L) a o 4 - OTHER Domestic Water : City of Tigard, Oregon I I Sanitary Sewer : City of Tigard, Oregon r 1 SITE PLAN PUBLIC TRANSIT W W NINGEN i 1'•'20'-0' NEAREST BUS ROUTE - Tri-Met Bus Route No. 87 , _ AND STOP Nearest Bus Stop - S. 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FTG--• — i r i�" r- �' G•i� t2�t.�►J �!�F-l-i- �T`t'�'� • 1 1O - G� I L { - M I T I I �1�� 1 � > a.T I� �-1 Ill a r�N1 h�-r^�G�� �- {p� r x 8 1.�►-1�, fel E �-r� , A� l �•./F.-- T� to .� -�� -� -� - - I - -- � — I nom- L..I►.1� I I � - � �- I �� �--- - - - i s' 'd _ o`l �+ ►2" FSG, uy6 K11" F'Tct�� I toll xl2" Cv� p iQl�rc 1 2" Ftfrv, _I i •Q -r- ^ I a J , z ►- _ co 20'' o" o En > 0 O < 3 U � � BUILDINGS " A " , " B " , " C " PLANS Q. ROOF PLAN w I FOUNDATION PLAN W W J� f� O w■nuw AR.■b ■�n.r. 1 V ... ,... mss 4.....,. ." .,xu.'i+►N'•�. ...o..., m. ` VIII►IIID`IIIIIIIIII�'' +�1112111�IIIIIII�IIIIIII�I�IIIII�IIIII�I�lll�lllllll�lll�llllllll1141111�1111111�1111111�1111111�111�111�lllllllllllllI11111lpill 111114111` 11111111111111111111111101 ,__�e__ ,,• NOTE: I F TH I?- M ICROF I LMF D I 3 4 5 6 8 9 10 I I 12 DRAWING IS LESS CLEAR THAN '——`— ------"--� THIS NOTICE, IT IS DUE TO �. THE QUALITY J1 THE ORIGINAL _ I DRAWING, pE 6Z 8Z LZ 9Z SZ bZ EZ ZZ IZ OZ 61 81 !i- 91 91 bl EI Z! 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RG.T">~v— _ HIZ. T�G' FI Ft-r=1`4 A.trL - F1rt�WA4 tL_ I � Q .�. 4-4147 H V fZ C � I I i i ,►I D I�+�'Iw-CT-r'P�- 1 — I 111 Z O O II J • lJ i � i -j- `I��I __ - �• I,L W LLJ Z cr_ cd WO — --- Z J .4.' 12 14061; `` 1— 3: J CT-rrJI U — 4. Oc) 3 SECOND FLOOR PLAN < 1/8•-1'-0' L12o' C,I� I 1 H12, K W"E 7 i Z F;I KE-Z-Ire.)A.LL I IMC�L.IALL. I � 1A.4 V�/� ♦ p' r - *41 _ ( j --:] .�V• I,r I1. I �M1/1- 140 Fe . 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I 1 1 1 I) I I I I I I I NOTE: IF THIS M 1CROF I LMED I 2 3 4 5 S 7 8 9 10 I I 12 DRAWING IS LESS CLEAR THAN FH 1., NOTICE, IT IS DUE 10 THE QUALITY OF THE ORIGINAL DrAWING. oc bz 9 2 Lz 92 SZ bz EC zz I? Oz 61 91 LI 91 y1 bi EI '1 I I 0I-f 6 '- --I6----' Ic--- '- . I9 SI...-' V eI. z I01•�M ►t1ILIli 1nulIII I IIlllun1111111111111111111111111I1111111111111111111I1U1111.IIIlIIlL111111II111111Iu"1011I111111v111111111IIIllulll 1611)IIIIIlll�ll.I1Il1IIllmIli 111111II111111lullllllllllUllllIUI�IWIIIIlit1111111U111111111111ll�UllllllllIlll]IILI�I>>lllllllIva I lilllll hw iln MAY 181 1990 �r Y: On 1' • i • -235 GoMp. �I�INGLIw LL - 12_ — — - %Q fes" 8 E L y I t711�1 G - 4 12 - - fi TKJM- SD X� LI�E — L O C� \ ✓ _ — — - _ WF-- WT cd L.Lj 0 cd c�t�l l.s, ---- -- W — -------- - - __ - — - W W o z 00 0 r> cc cl) -TYP. END ELEVATION . YP D �� =1 _ G T EN ELEVATION > = MAO Z O w ♦ ) cr z Q W or � Q Ei- m z Tir►,-i 3sp --- T I -II -- , I W a uu r T�xTu>;zar 1 -IILO I REAR ELEVATION ('J2 DEAR ELEVATION v) e 7 7 ) I I GF!�>!.r. r--Nr-' TTu0 ISI I t-4 C7 C f2�GE �T`1'P) 7T- _L _ I - , E 77 AL —LL — -- L ( TV- I cI n �_— � I ncl no x - 2 ►� r I — _— O° U -- — !1 L L 15 0 M< TO I-{.4�L.. � 2 w rte" L. �.0 G�'�(y�i IA�� c�-�J f_, I� � � Z � 0 O O F_R_O._ NT ELEVATION � IFRONT ELEVATION N w z c� BUILDING "D "," E " ELEVATIONS BUILDINGS " A " 11 " 1314 " C " ELEVATIONS I � I rc..e+w rr�a •�•r•r• �..a••W1r ., .. , ,.. .�. ', ..�`,, ..; -,.fin:.. - ,r.,-_...�.;�,.� ... .. ., ._. � ... .. ... ..—.......,.-__�_._.��_w•I�IA��i1wl�,+YlrYliiG.Wil:::EaafL'YC;t'.i:c,. i -.�;.��zi ip. _ .. .. _. ,I � . .. �I1111��111I�11I11�I11'�'AoI111I�IIItI111111111I111I111'IIiIIlllililili�Illlll'fllllflllllllll'I111I111�IIfI111I111I111I111III��111I�11�1111'III'I'ISI'�'1�11111I�IIIIII�IIII11'I'I11111I1111111 � �-- .. NNW � NOTE: I F TH 1b M ICROF I LMED 1 2 3 _ 4 5 6 7 8 9 I o 1 1 12 DRAWING IS LESS CLEAR THAN �— ----"` THIS NOTICE, IT IS DUE TO i THE QUALITY OF THE ORIGINAL DRAW I NG. 1A -— ----- - ----- - �' OE 62 92 12 9Z S2 b2 EZ ZZ 12 OZ 61 Of L 1 91 51 b I E 1 21 11 01 6 f'�-'•'1.•--t'----1--- I9 5 b IE.- 2 131•l", ��111111111111�UU 111111111111mill 11111111II1111111II1tIIIIIlI1111INNI1111I111111111�1iII�IlI1I1111I111I�UIIIIIIIIU!IIIIIIIIIIIIII(111111II11lIlIII I11161.tI1111Im1IIIIl11111IIIfill lIIII iIIIIIIIIIII�IIIIIIIUL1lIl�ll�wuu11�111twI1�1111I1111�I1111111)lilllulll�llfill 111IlU111luiIIi, j MAY 181 1990 x>: rca L.LI t Q � �� - � '� Gal-�I �I I c r h!.l I lJ�!✓5 j a. o I O i I I rr 0 0) a t Z O U t? L t7 D cl t] C ❑ i cc � d G w C3 — — --- - ---------_ -- __ - -__ - --__ --1 I-- w wo C) - -� J LLJ LIJ F- Z \ I I m Lo c) � cn ROOF PLAN 8 ire'-�'-o• z ---- O �2° x 811 ��u�L C.FrDs�.R I D 1�� 24-e ' . 4'�L-V. 1 T Qcn L � 1fJ I N✓ ✓: �' (� �M F T I<�D N '%H I N G- LU Lj a cc w Gid L O IJ I a,L cfA::=)L �A,T U .r r5"" END ELEVATION 2 FRONT ELEVATION ALL. 3=_u7-rZ_�t--�C W 4" (y) • • U) 2G Com.. Gs.L\/ !SLAc'N I IJP — 2-e;'5# coM P. -SN I NG I,,a__< y 1-7 ----- T I I X,4! u I x I c" tel✓ �� � �---� I N G'F r~-I WAI ►�J SGo" Cc)w �-�- i CL tl 4 TYP . END ELEVATION REAR ELEVATION I z r, q r CJ > O �l wZ d) c0( w O < 3: U O O w ELEVATIONS -BUILDING " F " N U. 0 q�, w.•v••r .r••• •vn•r, , ,..,.. ...W w,r,,_ _ — — �;.—.' .— .. .► .. ,tib. . ,yew ,, .�° �� SII II► 111 11 III 111 I� III III III 111 III III III III Ill Il! 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NOTE: I F THIS MICROFILMED 1"' I 2 3 _ 4 — 5 6 7 8 9 I� 11 12 l DRAWIW IS LESS CLEAR THAN THIF NOTICE, IT IS DUE TO TI'L QUALITY OF THE ORIGINAL DRAW I NG. - --- - - G OE 62 92 LZ 92 SZ bZ EZ ZZ 12 02 61 81 LI 91 .SII 41 EI 21 II 01 6 9 LI-.--1..--I9 SI-•-.' b EI.. Z I"'►*• ! ,►11IIIIII u11I uul uul uuI nuI1n11 Uu11111I1111I1111Il1III1111I1111II1�IIIIIIIIIIIIIIIIIIIIiIIIIII UU�IIIIIIIIIII!.IIIIIIIIIIIIIIIJII UlI Ul1I1l1Ntllt�W�IIIIlIIt11I tIIIIIIIIIIIIIIIIIIIIIIIIIIIII UlIJ11UlIIW�Il�Il1LLWW1111111111111111111I111I UIIUIIIIIlIIIUIlI1111IIIIlIIIUIll11 j MAY 181' 1990 CLPA A i&X)ND UNLESS 01 HLRWISE DIRKTIA STM mr t, oeNr BY IHE ENGINEFR A A A 8 DIA. AREA DRAIN ?4"01A. CAr(:,,y 8A51N -CONC. CURB t"'TOP SOIL REPLACLL r4li-1 F ORIG -,OW)ITION GRA ri sef of FULL DEPTH 0 ukl A.r- D,'Vr 7-n WE lAe Ma 00 EQUALS FOR PIPE Up To I F�WIE)TH k.)F TRENCH , I 8� - 2 CLASS 'B'A C. .0 A OF 24 in LAA. 1.D +74 In.FOR Lo's 241n PIPE ANI) LARGER PLAN FEW KL STt FTIAM COVES SE I FRAW M MATCH %DK (T POVEMID0 C-,)/V(: P/pf INLer-ouncr bw V-T FTM4 (N MOPW WD 0 E."MIN AS SPECIFIED OLP CILTAL ctpj.- F PIPE U.L) r CRIDSH ROCK PIPE ZONE 0 O ROCK hum 4"MIN C 4:7 L-XTFMSKM AW,-, %jAj.,L K WwwDWAD OLVOWTV MOMMI SECTXKS CUNFUNISM6 TO J.44 Of I V%AV M� " -j 9. 00# 2 z ��w ALI JJpm TAoajim mA*CLJE FRAW & CXP" DIE TAULS SIELL DWG 3" 5 4 - VATH'PC LESS THAN -C (f XT PN0JlrT PLANS FOUNDAIION STA ILIZATON 0 AS DIRECTED Sr F14E E N(, 4 LXW�RETT F:oP vAmmM[ A&* Wkft-t K CLASS 4/3,11W P31 UJ 00 5 V9W JONTS 94ALL W37 J xC[fr) &OWN TH&WaSS, t fi FUM DOMML-1, Po WAP*KXJ GA% AS li"" PAVEMENT - DES !-GN U) T m&v4oLn ran Pm S=S L AIIWX THAIIII Zr W%L 10 DK TaILID M P00A CT FUM ,'fA C6wC biAst z cW w 0 AREA DRAIN CIRCULAR CATCH BASIN uj • - Cc 0 - • UJ 0 > VVt MA AS SW ON Z P41GAC-T K,110,13.2rMAX o co 0c) IZZ- cr- cy) SU.T� A-A cr- < C\j if L. Is 69"58' 03"W -6*39.63 IVA J�L L WJE FNp '1q Lj%L E:L E-V a(30 r? u r I z Pvc-L IN.1 FL t'Zk\ 17-7 e7 Sul 0 A Nel. cl) a oll 1 7 il�" - - — Liz SU by� cr- + r7_1 4 rl < T -7. ...................... r -- - :D r ......... rl z 4 > r 4 #4 <0 < -j ccl .7Z Lo '2 ly to I uj v 0 co 202 Y C! A I C-UK e0 LINE T gi A' 3,V- -c �j S . W . BRITTANY DR . 3, e . '-T LJ R 204 1 1-- ZI 140 2041 zo Z;L 20,b 5 L4 CX.> T-- 19 z 4.- o u N Wbo '55' E 629.16 > 0 z ELr-v tcor- o I& 2077 L w 4- L; x 0 FRET— NOTE: IF THIS MICROFILMED 4 6 9 ib go! DRAWING IS LESS CLEAR THAN THIO N-)TICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWtNG. c 62 82 LZ 92 S t,2 cz 22 12 02 61 131 LI 9 sl £1 '31 11 01 6 0 L 9 S E 2 1 11110) Owl 1);m1millwhill M A Y . $ 18 � 1990 A F- I >K AS 5 el 4L .5 770 8.! V L PL i-,(A 5;4hQ6,7_c-_-)A/ f-)LD IIJ 4 A W/4 r a ;c c 4-c- Z17 su Ir;' tl lob F_ C) In N /89 SUMMED z .�j LLJ LLJ FD 5 1.0.. W1=5T 274 It beo, s•0 FL I e) z !zcd Lu 0 e:)" L11) 'F5_00 120�L_ll cad V-W%A L T - Q Lf, Li -11 ri) a: BLD F LLJ UJ 0 zI 12- EDROOMSTORAGE Li 0 Lo r, cl) OL) (D < - I I IT) VICINITY MAP 0 uj Ir JQ.T 5. VALVE BOX lit 0 00 _� SERVICE POLE jI -- I) I I I I I 7,1 I I I c-A Z Q� Ck-WN c r J\\)a C14&\ Ord z _J II ----- - 19 _z'Q4_ i- I _T r f1 cn rr LOT 106 EAST 29,:;_62' L---- -----i 'd r\ z CMTM PANEL IJJ cc I i li I i - I ; ,� I I r -CCN WT AND FITTINGS MODEL -VENT -MODEL < ACCESS OVEP c ACCESS COVER Cal ��� – rL % SII 71 cc A GUIDE RAIL HOLDER SUPPLIEC, WITH LAUNDRY • I BAF BLD 'B ' TION BOX Ls--r�j ui 8 -2 BEDROOM % i D CC z I LLJ > < I' I fill t.—J I I I i ��I I (� ' I —TRAP 'ALVf U) ''-CH*CK VALVL.9*AW r YPE LEVER AND SPRING OPERATED ui 4 DISC PUMP z I I NFLUENT PIPE l\5'L)iA.MIN 194 G C4> riSCHARUE PIPE AND FITTINGS cl 192 ALARM LEVEL 0 t CD c) LLJ 5_TARI_ LAO EVEL Z I GALVANIZED OR STAINLESS STEEL NNE COG) -ART AGUIDE RIAIL$ U) M -4-j LOT 108 L LEVEL SPECIAL ALLOYSTVtt EEL-QALY LiFTING CHAIA UP �EEL LOT 101 - (L..�_ & (14 193� 4 \ BREAK AWAY F IT TINC L In pmobcAyBorn¢-t:. nip lk dsonv n Q N"44 hewa SUBW.Rc_JBLE NA5TE+*ATtP PUMP 0 0 WAGU _ LLJ 7. 11 I T— ­7 t j L cr 8 - 2 BE ROOM J 0�c 9 Z\ i S 7 BLD c " 21 41 Ire 0 - cn 9 0 0 Av 195 wz a: -'- 50 < EAST 29700' FO. 14' 1-P- L) 0 0 uj z ILI SITE PLAN fjT E. 1' 20 (l ' II U. 0 M F-1 owl"— I Jill %WNW NOTE: IF THIS MICROFILMED 2 3 5 7 8 9 12 DRAVIMG IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. 0 C 6e 82 iz 92 r.2 $q E2 zz la ()z 61 of LI 91 sl Irl c 1 21 11 01 6 8 L 9 s b E 2 1 wola" MAY 1811 1980 � _ .. ......wlk- 70 r ) i CONSTRUCTION NOT^S: MATERIAL LIST: 61 Quantity 1 . —Notify Tigard Water District (TWD) prior to commencing 8" TJDI pipe, Class 52. . . . . . . . 1, 400 feet � I construction. Phone: 639-2591 (Supt. John Miller) , 1,1 All curbs must be in place prior to installing water 16" MJ butterfly valve. . . . . . . . 1 each mains. 16" MJ x 8" MJ tee. . . . . . . . . . . . 1 each ' 16" MJ solid sleeve (L.P. ) . . . . 1 each , � 2. All work shall be in accordance with A.W.W.A. standards. 8" MJ butterfly valve. . . . . . . . . 5 each 3. All work will be inspected and approved by TWD. 8" NJ tee. . . . . . . . . . . . 1 - n1 -I 3 each , ,a, ; Rcnn1 a 8" MJ 900 bend. . . . . . . . . . . . . . . . 2 each 4, fire hydrant assembly consists of 8" MJ x 6" Flg tee, 8" MJ x 2" IPT cross. . . . . . . . . . 2 each Modern Mueller C(2-Prion fir hydrant, Aons, 1-44" 8" 14J assembly. . . . . . . . . 1 each 6" Flq x MJ gate valve, 6" Ma x MJ holding spool, ani 8" MJ x 2" IPT tee. . . . . . . 1 ire 5Mt" MVO, 3-port (2-2y" NST hose connections, 1-4y" NST 8" MJ solid sleeve (L.P . ) . . . . . 1 each r Dumper) , Ik" Pent o r Nut, open left, color: - -- - - - - 5 . Each fire hydrant shall be installed upon a hydrant y p pre-formed 2 BEoRo"M' I concrete blocx with 1 cubic 1 r ,v ,s Bim✓ IS yards of crushed l+y" drain I Y 00[I1N MUELLER CENTYIIiON OR 1-.0• KNIMO HCN rock. Tar paper will be laid on top of drain rock to ________________________________________ nNE NYOR4NT,A-HL.i'MI BF was separate rock from earth cover. E 11.•Mvo, l PDRr, 1 I PENT OPn. NUT OPEN ! ENGINEER'S COST ESTIMATE: LEFT, COLON: YhLOY -,M_ : �- 9' AIJ 6. Poured concrete thrustblocks at least 8 square feet of `er: ,r . " nL VG5 ife" DI bearing surface at each tee, bend and blow-off location. 1,400' of 8" D.I . @ $24/ft. . . . $33,600 � _ '.Y" Tea I'/'r t. �> wz'5 7) - - �r—�—��}� 7 fire hydrants @ $1,500 ea. . . 10,500 - 7 7. 36" of 3/4-inch minus gravel cover for all mains. Miscelleous: cut-in, etc. . . . . 3,900 : _ 41nLRMLN-, iiLTiie ow VOR LESS1 - � 8. All. sanitary sewer lines 10' laterally or 3 ' vertically Total: $48 ,000 •.1 4 _ `4C „c ,- ,. W of water mains shall be encased are contests 6" thick 10' CONTRACTOR'S BTD ESTIMATE: : M ",T"'Yz NYox4Mr ourLET " M4 L ? L.A,� Fy` '� ;o ��^ V4 , from crossing. Where cross ngs are necessary, they must �.a11;* E N -- -^ --- Pt - - - - be made at approximately 90� with at least 18" separation B• Fu. r o ,n', below wacer' line. -' Contractor ' s bid (estimate) . . .$40,700 Mains shall be tested t 150 for I hour with m TWO 3, 200 v 9. reducloss ing5valve willtbeaic requirediaature IN 9eachimeter location,ssure- TWD lBBgengTotaldnoverhead) : : • $48 , UOU COVER ROCK W/TAR PAPER i- 6 J.MO'RrOOL � � �rAr`vr ��oclEiAN, Jf ` ,A' f H N „ Fb PL installed and aid for b developer. Esit , Bin. aaaaaaaaaaaa_aaaaaaaaaa=—=aeras¢aaaaaaoc ,SO 10. All pipe and fitting:; will be cement-lined. Pipe will :LOCK 1YEP:LN BURL. . N oRAMNMK eLOCN a ser. ry be Tyton Joint Ductile Iron, Class 52. z' sO. e4sE1 METER COSTS: 11 . Tigard Water District will install all copper services - prior to blacktopping of streets and parking areas. 9 2" meters @ $4 ,800 ea. . . . . . $43,200 STANDARD FIRE HYDRANT Meters will be installed upon individual request for 1 1V meter @ $3 ,.000 ea . . . . . . 3,000 N Dame. `I Total : $46,201 12. Upon completion of installation, contractor or developer will advise TWO of total construction costs to which A will be added 108 for district inspections, water loss, REBATE FOR SW 135TH AVENUE: ,. overhead, administration, sampling, etc. , and 88 for engineering, including "as-built" drawings, intersection 280 ' @ $12.33 per foot. . . . . . . .$ 3,452.40 (Century 21) maps. updating master map, etc. 350 ' @ $16.29 per foot. . . . . . . . 5,701_50 (TWD) ' n MLt Na• 13 . The estimated 188 to TWO noted above must be on deposit Total : $ 9,153 . 90 prior to beginningconstruction of water system. :::raa=a=aaa=aa=a_aaaaaaaaaaaa==aaaaaaaaa - COST PER UNIT: $103,359 $623 (est. ) E ` II 1 un is = V ) C/ Nj7y AIAP - N. T ,, c vr ' I '6- 4 T 5- 2. 6E DRO OM 8 -2 BEDROOM I - I 6LDG "L' 13LDG "K" .SEP DDN 105 BLDG "A1` C'J TT 1 6 D"DI vYl P"D/ 55, I)I J 4'✓ CL. .A .NFI £LD STREE - Ft,' -U.RE) 8 ' D/ e" ✓'I 1 f B"DI I COURT SPORT CnvR7 . �.. . .. < I ' 451 I TEE ✓✓/?-CA, ✓ ?!✓6 I _ v O u BLD4 "H" BLDG "G" 8-2 BEDROOM 12- 2 BEDROOM s..I _-.; s- v , i I � 5 W. BRITTANY DR Vj-a I , !: F— O —� -- _-101-_ — —_ -------- W / -- ia. ✓4.,Nnf Fti,.<.. e r Yr • ...M ,1 COTSWAL L) MEADOWS /✓u. 4 I I . L L BLDG "B" _ SCALE: 4PPROVED BT ORIWN BY 6- Z BEDROUNM 8-2 stDROOM .: r DATE REWs[D DRAW INO NUMBER .+ , :n :I,:NII"aN NO ,mW CL[4NMINt. Pa-- •- .. m�.pAw..,. .. R. gI,I,ILI11,141,I,I,I,I,I,A�,1,I,IIIIIIIIIIIIIIIIIIIIIII111I111IIII�111I111IIII�IIIIIIIIIIIIIIII IIIIIIIIIIIIr)II IIIIIIIIMIII I(III(III II I11111I I III III I III III 111411 111 1III 1 111111111111111 �° 1 NOTE: IF THI$ MICROFILMED I 'Y 2 `'� '1 5 8 7 8 9 10 I I IZ DRAWING 15 LESS CLEAR THAN '� ----- — :1 THIS NOTICE, IT IS DUE TO THE QUALITY OF TK ORIGINAL DRAWING. OE 62 BZ 12 92 S2 ►2 CZ Z2 12 OZ 61 BI LI 91 51 ►1 fl 21 It 01 6 I9I ' 1II9I11 'S' II IF f24X lI2 I"•••- ✓nIUNInuluulunlnnhnllDNI1n1INNIuIIIsIIII111I111111ulINUIlUlI9UI11NIINIIIIIlI811�UIlIIIIlIl19I1111111UIIlUIIUIIIIllIA71I811IULIlulIIN1I1111III11IIIIlIIIIlI1111INIlIlI11IlIDIIIIlIRBULBllIuuulllluuulllBuuullllll111IIWulltI011I11IlIII11IIWIlIII MAY 13 11990 LIST OF EQUIPMENT POOL DATA ITEM N0DESCRIPTION SURFACE AREA = PUMP PERIMETER 2 FILTER - - - ---- VOLUME - --___- - -._ . _ BATHER LOAD, MAX. - 3 FLOWMETER —__--_._-- ---------- 4 GAS HEATER TURNOVER PROVI E0 ■ _-�� -�- ------ --- - - --- �__----- ----- WATER SUPPLY ■ 5 _ HYPO - CHLORINATOR _ 8 -�� CROCK FOR CHLORINE SOLUTION BACKWASH DISPOSAL_ ■ - _ ___ 7 I SOLIDS SEPARATOR RECIRULATION PIPING ■ 8 SKIMMERS _ __9 MAIN GRAIN - - ---- -- - 10 HYDROSTATIC RELIEF VALVE - ! I CHLORINE TEST KIT 12 VACUUM HEAD - _ 12" WIDE PRECAST COPING 13 LIFE LINE WITH FLOATS— _ 4 C C WITH BULLNOSE HANDHOLD • E PE i -I 4 PER FT N 14 GRAB RAL 9 STEPS 3 4 15 r HANDRAIL � _______ ,_--_.-_--- -- -.-- _ .- . _.._ f" WATER SURFACE 6 LIFE RING --------------- -- ILE W 17LIFE HOOK E cNT x 4 - NO 3 BARS IN 3/8" WHITE { y 1 JB PERSONAL. HYGENE_ REG SIGNS BOND BEAM CEMENT PLASTER 19 UNDER WATER LIGHTS '`' ��'I s' _41 . 20 WALL_ BRk: H 5 ■ VVRT WALL A7r - M 21 LEAF SK IMM! R - 3 - 0 MAX. .,� f � 0, ..,6. A-b ?2 OPERATING MANUALS �Hr�N I "� " r y:. 2,3 -DEPTH MARKERS N RETURN INLETS 24 N0. 3 GARS AT 12 O. C . - 25 EA. WAY CENTER IN WALL SPRING LINE -- - -- - - --- - - I I - -------- ADD - 26 i ADD N0. 3 AT 12 II QC. VERT. HAUNCH 1 THROUGHOUT POOL ;., r. 1� � v,cas_ ilY LING t. N�•..,. 1 r; � MAX RADIUS - MAX RADIUS AT ANY POINT EQUALS THE DIFFERANCE BETWEEN TOTAL r� \ / EQ'0 DEPTH AT THAT SECTION AND vERT WALL DEPTH. TABLE OF HAUNCH THKN'S POOL DEPTH THICKNESS SEE HAUNCH TABLE LESS THAN d - 0 5 FOR THICKNESS 6'- 0 TO 71- 011 6 " re- 1 " M ti 1/2- HYDROSTATIC RELIEF VALVE J 'a OF STRUCTURAL NOTES ' ° of I. REINFORCING TO BE ASTM A - 615, GR 40 COARSE GRAVEL 2 USE PRECAST CONCRETE CURE SMCERS OR CRUSHED ROCK 3 TIE RE - BARS AT ALTENATE INTERSECTIONS. 4. GUNITE STRENGTH - 2800 SSI AT 28 DAYS, PLACED WITH 00 TO I SLUMP. TYPICAL C L WA LL SECTION SCALE : I ■ 1 - 0 , PLOT PLAN SCALE : '_ ? -° -- - ----- - _ y - - -- -- - ' �- - ----- m' RETURN INLET ' _ -® ADJUSTABLE A)111f = o " CUSTOMERS NAME ' - • - - • Joe ADDRESS SPRING LINE _ - ' - ' ' -� • SPRING LINE LEGAL DESCRIPTION _ MAILING ADDRESS MIN SLOPE I/4 PER _ _ 1 — BUSINESS PHONE FT. TO MAIN GRAIN _ � _ .---• "�" -- - ---_ (IN-. ­?q �, I ��' HOME PHONE — — DATE SOLD OFFICE SALE.3MAN —MANAGER r CROSS SECTION LONGITUDINAL SECTIO; i1 _ SCALE : I ■ 4 - 0 SCALE : I ■ 4 ANDERSEN PACIFIC POOLS 1509 S.W. SUNSET BLVD. PORTLAND,OR 97201 (503) 244-8955 DALE B. HALLER P. E. APPROVED FOR CONSTRUCTION +I 16074 S.W. LAKE FOREST BLVd. LAKE OSWEGO, OR 970-Z-4 635-9418 CITY OF TIGARD , -AU 87o='7 `f OB N0 / SWIMMING POOL SITE ADOR . nn MASTER PLAN 86- 414 s BY_,_ TITLE I DATE : SHEE T NO. ` APRIL 28, 1986 I OF SCALE : NOTED A .5 ,pin• d "I h• , r i ►Ir r r r r r rfr r r r r�1 111 III I r SII i t III I I ��� ► rlr I f�l I r Ilr I iii i t 111 I I I r l r I r r l r i r r r i r r i rIr i r r r A r r i r r r i i r r r r r rr ^,.. �,.—._. ., ,. . Avow _. .. ,°111101` NOTE; I F TH I1 M ICROF I LME D � .��„� I �._2 �.. 3 4 5 6 7 8 9 10 I I 12 DRAWING IS LESS CLEAR THAN I THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING, QE 6Z 8Z LZ 9Z SZ 1►Z EZ ZZ IZ OZ 61 91 — LI —91 SI 41 EI ZI I1 01 6 0 L 9 Si b E Z I �IIIlrnlnrrlrrrrlrrrrLrrrlrrrrlrrrrlrrrrlrlllllullullluuluullulliu11111111111�Iullulllullu11�11111nIIIn��lI11111►11111uIIIIIIIInIJIt1�IlII�uI�IIIuImIIIIIIIuulln�lulll►ulllull�111�IllIIrlJtl)ILII�1lllllllwLllllll1�1111�11ll�1I111111IIlUllltllilll�lluhin IIIIIIWblis If ' MAY18r 1990 1 Don �--- S A g .t RUN �rL•OlG I- FIE Al (,RA-V A'I �v FAQ r4K �► 800 S F t KI M t I G c,vc ATIfj 1 ME_F I • 0 FT ` MAItJ .'.KA N ry 6trArrPR irk a -'-,F►J rri V22nL <r���}0�.�5 LIiMT iv�- sN N TURN oVE-k_ ' tV11NIMJM._ `•0 6QM r I ,, —h •�' A�.� EArkwASM .�14A;r� i U E : DE5(6ivFZ 67 GPM �, r'< NG W ?_F K, -� o pt- Iry I - - DIAL vgLrE ''f c S5 JPf 4 AU6, n rO R. I A C(� W S N G LTE A L< s e eve R 2 r GI <r_ULl ? lot] F f UE 5 Z " rt `:IctnAi bE I ; ` I r `�J` vuesti iAE sA.sC `i LL P f V!NGhIC b. '1r0 N , ArN (IcZP'N e,A T NS r A P P R d dr h .��2�h ,N k.. A_ _-- ---�- ------- s :�aL�✓ANT W��_ '� _. }} "0 Ilse I �r + H{:A-rLR ')vER tr Aip 4^Ie� dwIJC wlh. \\\ ZAP✓. �'� to w/i 6 OFF rLook r I I PUMt? LIrzc I- T/9rJ I //Z HP STA V,17-1: P.ZKA5F' ,L E ti i �9 SF PAC F-At TR-loo" CATER iEG, 6/V ri0 35 0c+0 a To KA "k coR/N TO W _ l �rrftYcrf4R0 Erc: ��> K 7E z y/I✓WA•? � I I /(vF 'D ''06 IAn,t*e2 A"EAS 1F F-OM['�IC q i rlhtiDSnr� D. F'"�fIQ r R. M; !rJ d Pj/jrj / SaJh�y NJ E lP Ajo fi ;_Iry wATGq SUPol-Y WIrf a. ! NOTE Fcaw 111 c rte, / I [3I„P wli' � V'OMC&rT zz ES_SU,�,E 6-Ao_F rDer� I —~ �•IcaF rE F_O00 5c0P65 TbGCAjT`RAc_ .=MP 1CCL:EF //�LI/E � � .Z'` �WIhiN11N[a- POOL- " /6HT 1 A Ne Jr,cAN SAc= OO WATTS 6 Ac V w A�r{ D RA/Al IS ,. APS Ceov vec T t C POO S G A c. E Th , FqUtP, $tAlt-E JCf/eMNTrL RE T0P_#4 /NLF_T$ 6 I FkOJ'DE AnR t AI6_Ap A+' BAciLWASN D15POSAL D�'�Tff MAQKEJL - ) DEA ca1 7_/LF, i TOTA '- EQvrr,tit(.n�t' koom FLDok SPAre 'xr f-ebs SD S,F• EP N M F .6F� DE`' G OJ�J,IV ED LQv P r+c.tirr r2aor•� Doo R ,S 1-61C k A dt E. WA^Jb Rq/L_ .� T�c�. c PIQovID6 MAKE UP Aik OF ?3S s4 n,r.r[ S I sTJ+rJvLes1 'z i':vEs WILL de sc cv4ELY rr13uAJTE p, Fs�A A i m / S e a 'fwo wALL- 5­TE/'S / Sef 0-i ,v I VA uuM HEAR d //USE— �p hQSP I F-sT Kr r D PD / d� P;� bRAbitw, ZO., I L/FE R/N 6- c /NE orbFI� t r L G l 'O Q rh / _..-V�_____.•-- �- -----�•---�_._.r � �t:ru F N � ,' 1 > o o �NLcTs h HErT� L7f•/ S/`nis l.IfrHT i Lv J4 ,c L R L)S y V Po L F_ �.o^1caETE DEG.k. t I ,Le-AF Sk /M AIEIE -4 F/LL /_ NE - VACUUM J3 REAKE I I -----� N SONG, .4CAT s/NKS— •z CPUC; Ot 57f1/WILE:_S ST£-E-[ ! M�RArt� eJ BEAM 0, /,z 11 G'UNI le SkiMr.1EQ I \ h I IO VI T In�,rrnl,_ i k. Y, o, 0"-- I wE5TIR00KE — _A/AgTME NTS r.wNV- R WA T _. •rJ�` coelS-rAvC rf0" DOL L.OM5Tg X10,.1 p a -- -- — - P D c_Fi. --- - 'l-�pEgSEG/ Prjc/f�c. PDUc.S Po L s T£R:', S c A I! . A " 1 O -- Q_ — ._-....,_... ..r, ,• r won - "K' N JI 1 n .. aw..-...,.,r,.+„-. •,... ..,..:_ •. a»,. o+ ..„,....,....+.. +er.w�.T.Mnw, .,�.,,,.�e, ”. n,,:.-e...,.. ._ .ea.I1M' . - r.gw�.Nrc' nr.. xis, •r e.•+Ar„ .. - __ - ._. •- .. ,�I I I!►(III �I I I I(I I I�I��t I I I I I i.Ii I I• h. III III III III I (, �, � _ .�.. - , - ....-... ,�.,,.,�r... � I I 1 1 I I I I I 1 1 1 ( I l l l f l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l III I I I I A I I 1 1 1 1 1 1 1 1 ( 1 1 I11 j-.-'r--•�� •, � � TORN DOCUMENT •- � I I� 1 � ( � � I IIIIIIIIIIIIIIIIIIIII , IIIIII ( IIIIIIIIIIIIIIIi � I ) ' NOTE: 1 F THIS MICR)FILMED ►. I 2 3 4 __ 5 6 7 8 8 10 1 1 _ 12 DRAWING IS LESS', CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL D RAW I NG. - OE 62 92 LZ 92 SZ bZ EZ ?.Z IZ 02 61 81 LI 91 SI bl EI a II 01 6 .I9 [�----'----I9- SI----' bI EI-, Z 1D1"*' � �n1Inlllunlulllnllllulluulnlllnnlntllllllll111I1111�UuIv1111tIlIIIIIIIIIl�1iIlIIIIIIIIIII�,I1�lIIlIIIIIIIIJIIllII11lII1111I1lItIII11INtIII►Illlll!IIUIIItIIIIIIIIIIIIIIIIIIIIIII1111I111!�IIIIIUI�IIll�W9Wljll11�1111111111Lll11J111111UI111lIlU�llllllJJlllfllllllll1111IIW1�ll1 MAY 18 1990 . DISTRICTS PROJECT __;NFORMATION1 TO 81=-AYA=-R roN '., SITE AREA------------146 , 361 S .F. - 3 . 36 ACRES V :J SCHOOL DISTRICT - District No. 48 , Beaverton, Oregon 6UILDING ARCA------- 26 , 142 S .F. - 18 .0% DRIVEWAY & PARKING-- 54 , 596 S . F. - 37 . 0$ '+ WATER DISTRICT - City of Tigard , Oregon LANDSCAPE/OPEN AREA- 80138 S .F. - 45 . 0% - FIRE DISTRICT - Fire District No. 1 , Washington County TOTAL BUILDING ARF-.A- 55 , 214 S .F. w PARK DISRTICT - City of Tiyard, Oregon Park Distzict BUILDING DATA PUBLIC UTILITIES BUILDINGS ( d ) ----72 UNITS - 22 UNITS/AC - '- - LAUNDRY ROOM---- 1 UNIT / ELECTRICI'IX - Portland General Electric Company POOL EQUIPMENT-- 1 UNIT PARKING--------- 72 CARPORTS NATURAL GAS - Northwest Natural Gas Company 16 GARAGES 44 OPEN W 21 T i TELEPHONE - General Telephone and Electric 132 TOTAL PARKING Q - OTHER - Domestic Water : City of Tigard, OregonZONE - R-25 Q Sanitary Sewer : City of Tigard, OregonTYPE V-N - GROUPE R-1 Y f PUBLIC TRANSIT TAX LOT 301 - S.W. 135TH AVENUE tt rryc� _ NEAREST BUS ROUTE - Tri-Met Bus RolitP No. 87 , TIGARD, OREGON A�' XZ n d AND STOP Nearest. Bus Stop - S .W. 121st Avenue �\ O�1'g 3 I O and Scholls Ferry Road c,LN 0 z �•-- O Ir Cr�1 >UMMEx � J z c LL Y t Q\ L W 0 W ' z !r ° / % a j ^"� W LL] 0 0 10 13 LJ cc fo O z 0 m p 6'-0' HIGH 80AF38�ON BOARD FENCELIJ UJ/ I,_ O Z 1 = PLAY AREA _ �� r C7 S N 89� 5G�0�-- � � -- � .�- � m O 'NJ / = 0 \\ W 0 0 (-) J - -- ' ' ' -- -- \! 5 �332E 2 .S oo -1/ CNITY MAP N3: / 4 h(V -J.- BLDG. H �./ B G. G _27A 1 Oa141 r �-�•- - 16 GARAGESID v N ---- - --- ® cc 0 O --- 0 N 88' \ C+j /12`14.98 ? - /94 �� �6'--0' HIGH BOA D ON BOARD FEN E / x S.5.1"1.H• IM I �� ; qo \ , 1134 <j9 We c.o / -- I o � � 18x-.7� o_ �193.32 alnq � Z \ G" I 14.7'-oN BLV z 0 Z W i �-- 11J cc CC Q 1 Z �.. MAIL '99�`,9� I x a / F BLDG. E I -� a J � � � 9 ~fir � � �----�_�-- _�--� Q // �2 3 x TRASH _ _ \ JOil ~ W --- - -LJ L LJ L Ll D Z --' „ TRANSFORMER I - _ _ W.I. FENCE �TO BE MOVED 0 Lo s -7 I x L GENERAL NOTES: l m _ P �J 1- SLOPE FINISH GRADE MIN. 21 AWAY FROM BUILDING FOR 5'-0", 2. STORM WATER TO DISCHARGE TO APPROVED SYSTEM. - w,\ Q x M 3. PLUMBING WALL IN ALL BATH ROOMS SHALL BE 2"x6' STUDS �- - W 4. PROVIDE POSITIVE CRAWL SPACE DRAIN IN ALL BUILDINGS. 1194 , 6 w S 5. END TRUSSES OF ALL BUILDINGS SHALL HAVE WIND BRACING. m m ( Q �-- 6. FIRE STOP 2 HOUR FIREWALL AND PARTY WALL FVERY 10'-0" (TYP) . 7. ALL WINDOWS 50. OPF.NABLE. I 194 1 cr - '' - -� -- ----- - - o 8. BATH VENT SOCFM EXHAUST PAN, VENT TO OUTSIDE. WALL. :0 9. ALL CONCPETE SHALL BE 2500 PSI UNLESS OTHERWISE SPECIFIED. (� \�A � _ j � � � ��iQ 1 10. LUMBER L y/d ALL FRAMING LUMBER SHALL BE 2 @ BTR D.F. . NO HEMLOCK WILL < / BE ALLOWED TO BE USED FOR STUDS. O / - W 11 . ALL EXTERIOR DIMENSIONS ARE TO S7UD LINE AND CONCRETE. BLDG. C I BLDG. B 12. DRAFT STOPS: DRAFT STOPS SHALL BE IN LINE WITH WALLS SF.PERATING UNITS FROM SACH OTHER: SECTION 2516, UBD-85 , / l ` I J 13. FIRESTOPS CONSISTING TO TWO-INCH NOMINAI. SIZE LUMBER, GYPSUM El LL WALL BOARD OR EQUIVALENT MATERIAT,S MUST BE INSTALLED IN THE �� ( FOLLOWING LOCATIONS: I ---^ - -- - --- - t A. FLOOR LEVELS AND AT TEN FOOT INTERVALS ALONG THE LENGTH IN CONSEALED SPACES OF THE STUD WALLS AT THE CEILING AND 1 �---_-- - CD �� �i OF WALL. B. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAI. AND HORIZONTAL SPACES SUACH AS OCCUR AT SOFFITS. O Z 14. INSULATION: ALL EIGHT UNIT BUILDINGS SHALL HAVE R-11 IN THE WALLS. J l ALL TWELVE UNIT BUILDINGS SHALL HAVE R-13 IN THE WALLS. I-4 ALL BUILDINGS SHALL HAVE R-19 UNDER FLOOR AND BETWEEN --- - -� FLOORS AND R-'38 IN THE ATTIC SPACE. --� TRASH __ -�`---- Ln 15. STUDS FOR ALT• BUILDINGS SHALL BE 2"x4" ! 16" O.C. ® "� x - uJ 16. ALL CONSTRUCTION SHALL AS REQUIRED BY THE UBC-85 EDITION. � _ �- �-" -1' ? `-i=��'-�t- - Co/ NAILING SCHEDULE `� �` ® - _ O 4' U CONNECTION NAILING SI, "� `-��}25 '06•, ,� 32g.t54 _ ✓-., �` �,1� _ _ .. L' - - 1. Jois• to sill or girder. Toe Nail 3-8d V1 kfe/^ / • / r - -.. -----=1-L-� - UJ 2. Bringing to .foist, toe nail ea. end 2-8d Ap+j 01. / ' Z 3. Subfloor (2" ) to joist or girder, face nail 2-16d �/�.�i� S,w 4. Sole plate to joist or blocking, face nai. 16d @16"o.c. 2 W 5. Top plate to stud, end nail 2-16d .3s'��1 , (� C 1b, 6. Stud to sole late, end nail 2-16d 198.68 .G. O Q 7. Double studs, face nail 16d @ 16o.c. _ - --S. Double top plates, fe-ce nail 16d @ 16"o.c. \ / 9. Topo plates, laps and intersection, face nail 2-16d ../ APPROVED FOR CO N�'TRUC110N 10. Continuous header, 2-pieces 16d @ 16'o.c. - 11. Ceiling• j3oist •-o plate, toe nail 3-8d CITY OF TIGARD w 12. Ceiling joist laps over partitions, face nail 3-16d W 13. Tnisses to plate, toe nail 3-8: _ - I 2:PERMIT �!O. 14, Built-up comer studs 16d P24" EXISTING SUNFLOWER APARTMENTS - SITE ADDREss 15. Plywood wall and roof sheathing 8d corr. @ 6"o.c. edge 6 BY 12" o.c. i:aerior _ TITLE DATE ''h'"`y� T , _��'� ._.. 1. SITE PLAN & CO-NTOUR MAP 1- 30' -0* (.1TREES TO REMAIN �.. ..,.Ft�li� �' .w✓.. ...r+MFi i..r .-........ _.... ...,.�.y...'...... .. ..a.....n.... -.M. ."�•'A.�-�wrro�'_1�I�1.1�.17.w.".•.•.._.w ......--V. '1 1 1 ►II I 1 1 1 1 III I l l l l l i l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l{lllil {l l 111� I { I I loll l1il { III { l l l l l l i lil � l 1 1 1 1� ll 1 1 III : .. � �" �,�iasx.:-..,ren...:....__,,_•_-•---___... -►. - -- it { I I {•>Flilll I�dlll � l � l { lil { Ill � lll � l � l � l � l � lil { lil { III { III { I � I { I � I { III1w, . NOTE: IF THIS M ICROF 1 LMEU w. .+ - `?-.._, 3_s 5 7 8 9 10 11 12 DRAWING IS LESS CLEAR THAN -----~ THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. ----- - -- li OE 6?. 82 LZ 92 SI? b2 EZ 22 IT, OZ 61 BI LI 91 51 b1 E 1 21 11 CI 6 9 L 9 S h E 2 1'�■«' �111IIIIIIIIIIIIIIIIIIIIIIIIIINIIIIIIIIIIIIIIIIIIIIIIIIIU{Illlillll{111111111{1111�I111�11a11111111nlllul8111un1n�111t11{Illlillll{IIIli1111{JIIIIIInllu�i11111rmlunllulilnllullillulrtllilltl�I111iII1l�I1W1t1W1tL'lwlw►lll�l�ulwwliul�uuliutillllluuil1111nllltwlnl► 1 MAY18 � 1990 o �C Q � L.L . f- . C, 1-31 Z � o ~ a. O � O Q JZ cc W (D ,... W z OC U O z J Ww > N a." 5G,04-�-f� 2a5" ' Z G" E ry 1 y t cam- F K I `�.a \ `Q ��� ><' �� "PIC 0� I s.AM.H. ?a0z: -- - - � .. -��.. �--\ r. -r � 194.44• RIM r� ,qo j 01° �f- I�'L.�C I�.79 OUT_ 1 -195.32 R1M x o Q' I g I -�9 �- l91 /'k --+C}•---�S----S S 6 •�r— e/i,.�' Q _ 71 Ican I o� t1 f � X !ii Q o. W F- ti � � _ 19 , /, - 1 c� Z . 1 I a. lL 10 w 43 x pl FF Cf1 - I �• 01 \ un 194 w L.ECEND PR0rV'aED E!_EV. to FRIGTIOt� GOU RI)7C�E PLOW LI N E - • - ___ v 0 , `_ ' ' TF�APf'ED INLET r �Q� ' � �_- ,�� _ - EXISTI Pk3 C�R�►>JE GOf�TOU fZ pl 194 FIN ISN 012,b.DE GONTbt_J R 41' \0111 Z W ` r \�� r cam.- 9+1.4 9 O19g 4 W '` Q- Z Nm K� 1 'Pic' I' W CIO z _ \ w� "-- �'�� x01�•�---. �°�� .� Cg -- • _�" ____._---� �c \i --�_______ � O 00 ----•—, -- �-d.9' 3'29.64 - -_ - _ __ � �t (n � �1 F' to 2 w Z cu t } I \ i "tel Cn I GRADING PLAN �; E�� �. _ ,, �•"30'-0• � , ' < . - •+ 4+ to U. w ^(l111�1111�III1III,I,II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIItoIIIt111111 IIIIIIIIIIIIIIiIIIIIIIIIIIIIINIIIIIjIIIIIIIIII11111IIIIIIIIIIIIIIIIII�ItIllllllllllllllll11111111111 NOTE: I F TH IS M ICROF I LMED 1` I 2 3 51 6 7w 8 I — I I ff I G� DRAWING IS LESS CLEAR THAN I' THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL 0c 62 92 12 92 SZ tr" £2 22 12 0? 61 91 11 91 SI bl £1 Zi 11 01 15 I9---.,''.-J. .I9-. SI- b £I.- Z 1341L" t� �IIIIUIIIIIIIIIII IIII II I Ito IlUIIII1IIII llllunllulluuluulPlulullllulluu!it11111U1111111111I1111IUi111111111)I111111111111111IIIII IIIIIIIIIII IIIIto 14IIIuIIfIIIIIIIIIIJill IIdIII9llllllllillUll�illllllll�Ut11111111i1U1W�i11111111111111W�IUlIIIII�lUl1111I1111I1111IIIIIIIIUIIIH MAY 181c 1 � 90 4" 2" —r7,w IOU 1 1 !.61c 11fE•,�h Z 1� � �S ta.+� Z Iu.J � 1- X11 am r� � - 1 -- IZ s NT 1 s y1 ~ 00 I - - -CA 00) CA I j' N Q J - 1 I - �. z - PLOW OFF PAN TO (: 0 FN,0 W OFF PAN TOW_ D RA I W O R I'X T. of L• —� N �•� , DIZA1W OR r_XT. Of bUJI.o11.Ia I'• Uj .I .15UIl-OIN6.i L 1 ' 1 a W �— 2 1 I �t..;:. CY.] w O .t' w F •�1 1i �C4 6 4 ` t I I� O t-- Z oIJ (D cc _' n .. Q 1500 W GI L \A iJ� p -� 0 tU- -a• Ca I 1j\A6�' I�''1• co14 DI �-- o U 1_0 "�' z.VL Z a L'�f 1.�1►`1 c�+►�41.jG g� �� ILb s�)- t!) z '. I*T 0.r. X01 1 ?� I i �'� Z W 1 1Goo y,+ I 1 cc 0 }-TC. REPORT 0! FIRE 1M.'+.It3 1,L V,J 0 �. -T.0. Y �o Fj• ��K Cj�, 1. Two-flour Area Separation Balls► One-hour returns at 2-hour ISOK 5 t... I walls shall be a roofroof/woe ling system approved by a reputable Q I I laboratory such a, U.L., F.M., etc. Test shall be specific to truss system used- Q ,.�a ?1—(0 11 � � � 1 �I 2A (UBC 505(e)3 exception �r Ir• e 1 -O/ 2. Two-flour Area Se aratlon Walls, Framing members supporting P �j 1-•t/9 1 g , ?� those'rool ce 1 ng Tran ng a ementa for rive feet each side a W • " oor the ne-hour eur area resistiveparation WL11 construction,shall be not lass than (n W (007%� TYPIICAL UNIT � � � FIRST- FLOOR 756 SQUARE FEET (`*0�2TYPIICAL UNIT B SECOND FLOOR 756 SQUARE FEST (UBC 505(e)3 exception 2A) = Z 1/4'-1'0- -- - e h 1/4'-1'0' Q � n 3. Two-Flour Area Se oration Walla, Openings in the roof shalt. W rr` eLC. pgN�sL (UBCbSec. 505(e)3Cexceptiont2C)or area separation walla. ■,, y > f h""' ,� W d 4. Two-!lour Aea Se oration wallas Entire building(s) shall be _ prov de w th fire retar ant roof on special purpose roof com- O plying with Chapter 32. � 2TIML CTOCK. (UBCV), 505(e)3 Exception 2D) V) , / NOTE, 235 composition shingles will provide fire retardant roof 1 /0 X-AS'' CL=. 3A ZL. SI DI NG system provided It is Installed 30'that, no portion of the roof Use 10K/(::-" TO W.-- is without a double layer of shingle. Z IL .. 5. Flame Spread, Flame spread shall be in oampliance with UBC ,1 Chapter G2. NO:E, Flame spread stalrwal!a shall not exceed T5. .1 6. Pirestc1 als , In all wood-frsd wall and partitions, fire- s opp ng consloting of 2-inch nominally-sized lumber or other a roved materials must be installed at all floor and ceiling levels. Penutratlons In this prescribed flrestopping to socom- j modate wiring, plumbing and other similar utility rune must be d packed with noncombustible materials in an approved manner so as ! +1 *1000 Q _ (UBr Seo. 2516) ✓,�. !-- to prevent the passage of flame. .-r - I Il C�.��e.�L � '� ,�� NOTI3, On double stud walla fire blocking shall be provided at C ( I�/ L W 1 10-foot intervals both vertical and horizontal. ...� Na-- T. Exterior Exit Door► Hardware for the exterior doors and key- operated o ocka may be permitted where there is a sign posted � REM on or over the door reading, "THIS DOOR MUST AIN UNLOCKED 1aZ Q v- i-_ Dunn BUSINESS HURS"OIn letters not less than one inch in height 1 on a contrasting background. (UBC Seo 3304) 4I Z� O - NOT Th1a requirement pertains to all doors except those to IQ t11 ► I �— apartments. 10 4R co C l.,m.b X � FL LJ D RAIL D 8. Address P aired, The tenant apace number aunt be prominently a o, _ �� �/ � ap ayed on the street front where it Is readily visible to L C V X� .$►i1 pLA%I N R,OU N O drivers and officers of responding fL•e apparatus and other ea►er- YY -COLON ISL COL, genoy vehicles. d)1 VDIZ _/ALL ENTP.►$� (UFC Sec 10.280) 9. Fire Extingulfher no uired, A fire extinguisher having a mini- ; J ------- within wlttplain view. (UFC must be placed in an accessible location _ ( (UFC Seo 10.301(a)) r F.M �¢ 11J , A l.1 g.r �•• NOTE+ This will apply to general public use arias suon as laundries, _ 1 office, storage, and equipment roam. 1 IF10. Insul;tlon Flame Spread,, The insulation, including breather N pope;•a an va,or barriers which are not In contact with the O dupper surface of the ceiling and under surface of the floor, as the vase may be, must have a rime 25 and a smoke development classification of not greater ' ► j are spread rating of not t• .x- cc 9 qp / 41 "`� I�� # - - �1Z__�t •LI 1. - - -- then 450 as measured un the Stainer Tunnel Test scale referred U Lo 'as UBC Standard No. 42-1. 3 t (UBC Seo. 1T 13) W 2 0 cr �( 1D 0 -- — —_. _.-. ._ _ _ ..+ j_- — _,__ 11. AAD roovve�d Plans on Job Site, One set or approved plans boarlrj 2 W t I Phe stamps of the gar ullding Department and this office must 2 < � N �n1l-1(=CL1E._ _ L ti= .=g p Q� I N= N be maintained on the project site throughout all phaaes of con- a U*E G.�L\/. V•'3H1 P'•1� C�p_GPL,I� 21 ( 2�-70 O� struotlon and oust be made available to building and fire .lnspeo- U O O � e tors Cor reference during required construction inspect!-xra. • � (UBC Sec. 303) ' tion and i� rows! of construction ENTRANCE DETAIL- 36- WIDE BUILDING 12bna motions Re aired thisInspo 6D W y a rep�•oser�tat ve of this afflao !a requlrwd, (a) prior to the W cover of any new framing elements following the initallation of = all utility runs which will be concealed within wall and partition C11 N I cavltisal (o) upon completion of construction and prior to 000u- panoy of the tenant space. (UBC Seo. 305) LAUNDRY & POOL EQUIP . ROOM 1 /4'=1 -d' 13.Certlflaate of Oeou ono f1e aired, Prior to the use and oc- oupanay or other written instrument of approval must be obtained from the City of Tigard Building Department. U. (UBC Seo. 30T) 0 MIMI .._. . .,,,,,. .�:.a«r,i.:mm���ClgiVlfi III����i► _ . .•-- .� • '( '1 1 1 1 ( 1 1 1 1 1 1 1 11 . 1 1 1 1 111 1 1 1 1 1 1 1 III 1 1 1 1 11111 I I I I I I I I I I I I 1 1 III 1 1 1 1 1 1 1 1 1 1 1 1 III I I III 111 1 1 1 1 1 1 1 1 1 111 III Ilt I;t 111 .� •i►r+. � M y,.. V I I I !�I I ( I I � � I I � ( ( I I I I I I I I I I I I I I I I I � I I I I I I I I I 1 1 { I I I I I I ( I I I I ( I I I I ( I I l l s •1I 1 1 1 ( 1 1 I I I I 1 NOTE: I F TH IS MICROFILMED ti I 2 3 4 5 l 8 9 10 I I -`_ 12, DRAWING IS LESS CLEAR THAN THIS NOTICE. IT IS DUE TO THE QUALITY OF TW__ ORIGINAL DRAWING. QE 62 92 L2 9Z S2 02 E2 22 12 02 61 91 _--LI - 01 Si bt E1� ZI 11 Of 6 19-.•.1- -IL----'-.. I9-• 'I' S to EI•- ►u�uulun�uulnn�Inllnu�uulu11�u1111111II11111111I111111111IIN111111IIIl1LII11�lullllllll►UlLfIIIIIIlI11!IIIIIIII►III1111IIl,lIIIIlII111I1111�III!IIUIIInIIIIIIIIWIIIIIIIIIIIIIIIIIIIII1111�1111IIIllIllW11W111WU11111.1JL11ulU�il11)UII�Ill1WlFIllIII1111IIIIIIIIUIIIN • 1 MAY 181 1990 i 235 C,dM�. g�I►•IGL�� -rxu �,-%'' ?35Il` col p. SpINC.•L �cw+rzt u� ` I. P ,' woo 4 -0�3 N QoIZ . C H E►r1 t� '�/�1��" �L��IC 11�G - 1 yzl G�'P. �0'4"o-C) �� 2" " F�cIA �a :FII Lt.. ��I J P 0 O 'x 7' cotJ�. G �_ a: o m /"�-"- .S.EC ION II �CES'r z Lij - r of I-- ti w0 - �,SSI 19N �Lcx7R 1 rVG ON����": uj U - ' - - -- - M- -� '2g'� carte. SU1tJ�Ll � ?Le..-r� SINE ---- -- �ZI MgTi�LFo R TI-II UJw 0 ? �' GES _ Tri M bo. x U.) 0 �I � � a � SIA• GUT;'�.rZ. --M��.�►.t_ 61zt G�II�I G 00 1� 19 I NrSu lA I o r.lx a� cr- cs, i r 1 ► a N • 0 I - I I sl v 1 r�,c. > �I�Nr Ct•�t•ItitIEL34-7 , 2� I� Jo t gTs @ !Gr' � W1 M 1='t".4L �Li tx,IhL�, a I - -:---_ -- f ?P� bra Ut�i. T2 WL.t� -� T I -I I-��v .!fN M>✓•'�o 002. LINA ..._.. 1, I.1- c v Inc t.�,IA L L- ��N ._ _ >rz.- I�j t N u i�. �.sz.�.►-�!L spi�'� _ V ov E.P. 2 a71 :8 N D ELEVATION lw 41-e o.- z SILL 00oI .4s�G t- ory . 4 , pd3T �"" o r—6,7 —67 -- -7d caNc. FvN tLL W ac O N 14* x• GvN�. C 0 n -'_0IOTI I` _IG__...._._. G NI ���Mp .5. Glom 18' a x8 o �r � o 7' a: -Y } �� �LCROSS SECTION 36WIDE BUILDING 'a W it ,� �>r 'ot�TIow role, 16 NooU �. 4 3,8 -, a w z `�' V = a: a• w �----� � x X - ul) um - co FLOOR PLAN &= ONE UNIT G'ARAG' S 9UILDING - 20' X 192' a N1 Y 2 co r I I O ao U O w Z V1 2 o 3 � n o co LJ w ' s 0 ' , w O -40 rp ..:¢• t .- .. .. _._._:-��:. �-rev!. ° .. fwaerw••M.� '� i-.r•r•�.Y+1A��4..F�... w� ..��„ f ...+w.r�"'... ..r n- .� .,..�w, ., .e - +w�.+ !. (1111► III II III 111 1' SII 111 III 111'111 III II 111 III III III III Ilr III III f11 1 1 111 III 111 111 111 III 111 III 1111111 111 111 1� III 111I 1111 111II 1 I 41r III 111'111 III 111 111 11)� � � I S I 1 1• V I I I ' I 1' I I i I i I I { I { I { I { I I I { � 11 I NOTE: IF TH I MICROFILMED ( 2 3 4 5 –6 7 — 8 9 (� --- I I -- 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. 0£ 62 92 12 92 SZ 02 £2 22 12 02 61 91 LI 91 SI bl £1 21 II OI 6 9 ! 9 S b £ 2 1314'10 - ,�Il111ntunlunlnlllllnl urllnll uu1111111111IIII111111I11111111fIINIIIIIlIll11!'IIIIIIIII111lIUll�l111IIIIIIII!1II111IIIIIIIIIIIIIIIIIIIIIIIIiIIiIlllll-111111{It11IIIIlIIIIIIIIIt)IIIIIIIIIIIIItI1111�1UlIIWlllllt11111U'!(d11111111111lllUIlI1U1�IIIllUl11111111111IllI1I1111IIIIlIIIlll ilt1 •tip � _ .. 1 A Y. Y. 1891990 . -. '+— -- -- ---__•,__ .__..__ -_. .._-.....—n.,.. ._.. ,.. _..n..rr _.. .-_ � � �, .._..,r._. __._ ._.. _ _. arsrsr�.+�....... " , .. — ..Iris •_........Y� - — — i.. ----.. __ _ -��_ --•�.�.�..�.-- ,.�.._._-..._._.r_._...,_._. .,...__ .. ...ms_ ___.____ - .- .. .._...�.._ . .�. SIM...-- • j}J 1 i 1 SIF, 7 K12 . "r--*C441L --gam vu - T �' d Q ti - Z 3: d o � CLO Lu0 Afth LI, W N !Q SO L. - 030 �J IJ -. �aJ L.�- . m w0 uj N of Li Gd it. j � I i— � _j y Lu UJ � Z co F 00 O U cn (D n 2_v.4- bL.�KlP1Cj 2 . GL1IJI.Id. N"' 'r � Qage& N low 2 -_12 x 12 wr_ r-tz_ 'W f — 'P�IRTIC.LE C3L3. - _.5lMj7*cp_N'L. o' .a44CWOZ r �--'S�+AS�� F FLT oN W d 1-{�►�t D mil s._G 34 A.Ca`�/E _ �o T �o =T67 11 eu5T. T . 1 f J k L--. / L ��� _I �L Irt J 0g o W a.u� T . -.-- ----_ - I/1 .z — . -- - • - J 1 r . v( • 0202 ' os.�=-�:_:: G�.1 G►d.W� h,f-�t, t�r�!'�'T�t2+y � - - - � • I � _ -fir► L11••l�• -_ _ LL pAl2Tr 4 PA II Y _ y - - ,a'd�' L 4 WALL - = - WALL i I 0 °' II _ 2� so: w•b I T Io,J o> m4I �ldl-Joao I Z WI*WL. If�� \ I 0 UJ C7 �W�. I i �I + l,- LJ - �-� F) •r t 2_ H it �u - - 2 IK L11/aN IJP � I W LU O Y w 1 ------ --- - - -- - _ �I fij .tf Lr CY t1 f� I Dd "` L.11.1m — I - �' I ~ w _j XLI w 0 a I- z �; I m s Lc) - I OL) (D �I►2 W b•l1°�T°°> 7 I I N LZ J I d I ZVI��II F1 RST FLOOR PLAN F, :�> pie•-�'-o• � Z 4 'ROOF PLAN A lv /e•-r-o• Z w W 0 . � o cc UJ J . In Q Q w �r s D Y. a" w w a eel - s 0 WSW " Z L.A.L L sn V�►-t-r -A 3 I N 1 N' Fa d ✓ (�-d' !s'.v'' {tlod' &I p .dl.cr al�'' !�'-o �.�li ��_� ��1 � � X11 -� - _ f a �fRQTY - WALL _. _ .._.... (,/ WALL- +1 ' �wd.-r IS" MIE.1, I �.dl� 13M�j L�t�• lo F� to1- . 11 , 7 1 d _ •p _vel 1 1 c• k, I dw 1 -e ''3 - I!7 --�Q }- -1 N e LJ tF- a �r.-. y`I�" �f/i J fl 1L I f1 ✓ 1' 11~ 'I1 � � � � ( I - ' �� n�� � 1 I d v � N G� it ON _ N 1C n o 12 1112. R,bT mG ' I 3 Al P>`UILIP1NCo �41fDj' �—.. 011�:Y - -ort 12 I•�I� Ir 4 w 11 Nt�Ft cn 41 Y 0 m ,A%* .�+► 4 vi - J �1�411 I-tvw - 4'•� 241-Q j1 w z cc a O 0 SECOND FLOOR PLAN FO � '� DATION PLAN h ,, W w PLANS - BUILDINGS A , B , C & D a _r - . . x11111 /II1� lIfIIlllljj I1IIilIIIIIIIIIIIIIIIIII � IIIIIIIiIIIiIIIIIIIiIII � IIIIIIIIII IIIIIIIIIIIIIitllitl -w- �� I ( I I I li 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i l l l l l l l l l l l l l l l l l l l l l l l l l l l l l III 11 1 1 � 1 1 1 1 1 1 1 1 1 1 1 1 1 111 NOTE: IF THIS MICROFILMED I 2 3 4 5 6 7 8 9 10 I I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING• pE 62 Be a 92 SZ bZ E2 Z2 IZ 02 61 Ell LI 91 SI to EI ZI II 01 6 9 L 9 S >• E z I Ioil III IIIIIIIIIIIIli IIIInullullnl1III uIIIIIII111I1111III11IIIIlI1111II111I11.11II111I1111IIIIIII IId►,ul ul1IIIIlIII!IIIIIIIIIIIIIIUIIIIIIIIIIIIIIIII114"piIIIII1111IIIIIIIIUI1111II1I1I1111IIIIlI111!)I111I1111]UI11111111ULLt111lli11111!lWU�ll1IIIIl)U11L1U�UlLUIlIl111IlUlIIWIll11 M A 1-67 18 I ...,j1990 } 12 \ —12 SIDING1 4 SIDING \ 1,4 Nc:Lr.15 —� L� o -- T — I '!L-SIDING --CF_ �{Z DTQiM ale—e1IDING —� J Z fz I M I , L �- L 7. — --- — — — W v — _4 — — -- --, v uj END ELEVATION END ELEVATION Ww oz --r tis•-t._o. m = � 0 0 L) ti -J tr N — Wlt�r) F�KACING � till I�►> i°SRACi NG � � �� L I 50 ccsi�lP. �HIIJ :c %`� \ 14 Z '255* CoM P A�.I•�, G u7T1 IClam_ — / — O 4� FACS GUTTEZ / _ I Z W _ \` OI Uj a: BEVEL �IG'ING. L d ------- --- z I O F—CmPA%Z T;Z1M i -- — -- — — ---- -- — — —--- — --- --- -1+ - --- -- - - -- - -- - -- -- -- - - -- - --- - - -- -- - - -- -- -- - - - - -- - -1 W a -- - - -. - �- - - -_JT - --- -- - -- -- - -1 r _(�_ . R EAR...- ELEVATION _ U. 2 � tis•-,'—o' � _- _R EAR _ ELEVATION ' z v; t/8'-1'-0' rCD I I WIND URl\GIN C2 WIND 1!5R/'.cl1­4G FT_ n. SI[I fDING EGam- MCI I=ME CT C3 10'ICJ M —r' o C2 o CJ b >Jo od - — oQ nQQd _ _ _ T � _ _ _ _ __ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ +-- - — - - -� _ .- -- -- — _-- - -- - U W 3 U O O FR LEVATION - N LEVATI N /+ 7 W W_ BUILDINGS B & C BUILDINGS . A & D a 0 -- - Lot" '�• .. � I I ► I I I I I I i I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 III I I I I I I I I I I I I i l l l� • .�uER�_, .�,. IIIIIf�IIIIIIAjIIIIIIIIIIIIIIII IIIIIIII � IIIIIIIIIIIIIIIIIIIIIIIJIII � IIII111I1I1;IIIIIIfIIIIIIIII a �.� �I , NOTE: IF THIS MICROFILMED I 2 3 Q 5 6 T 8 9 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO rHE QUALITY OF THE ORIGINAL DRAWING. ------_ OE 6? 92 LZ 92 SZ b2 EZ 22 IZ 02 61 91 LI 91 51 VI EI ZI II 01 6 I9..--' IL---.1----I9- SI- b IE.. 2 I��•« ��III nlll uu�uul unI Hnluu�nnIIIII�nuIII11I111111111IIIIlIII11I1111IlUlIIIII�IIIIIIIIIIIIIII uU�Ullllllllll�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIlIIl11�111�IIIIIIIIIIIIlIIIIILIIIIIIIIIIlI1111IIIIlI1111�1U1I tlllrllllllll111W111t1111111111ll�11llUWlIUIIIIIIliIUllllllllUI1111IlUlIIWIIIN MAY . 1990 F I 1 �1-OII r IZ P , O ,17 U , 16-, �� 1 77I 4 IN 1 __ ZI- — 000 • 1 I •I ' - - r4:4- 16 ) S � o - a 711 7 T 1--rt - 1 ( to ( i 1 ► ► 1 ► ; — F— Lil r L - - -- 1 z tY - wo - .1 t f )e ( z J S '� z 1 a Q N00 0 � J_ •� r >� O rn OC •s N � w,I4 c=- veo",14P • Q, X11 0 'b � x �• . SECOND FLOOR PLAN - I •.b��'.�' ( �• �'� r • 1 o Ag ,�e =,•-o• 1lKUlliT10N ui cc: IN 1 i o - IL LJJ 6 ( � l ) rho( - .Q ua Z DL__...._. —22— — — - — _ _ . __._.._- - .. -. . �1—fir - _ _ . �_' --- :i 't �c �. W ..._ 22 _ - -.- - . _ zar e--P=- - - — ------__ - v - - ; l r 1 1 16 w jj 1 t r r f ) rLILof 2 H 1?�•�"1�ID ' do U) s -LAU N D ky r 1 •�• Art , I 1 , op N 1 / • a g 161 M a. I61 4 --� 11 1 � �' � � 1 f. / �1 • .� . =t.I4R IRS E,I&LLI .1 /� — GSC Z1. K;Z _ 1 = ';"�"r2' �y.21.1� _ — NG=_ 7 vet.. Nr vim.. Nr nit.. Nr . ° ( 4. z N � � Nl 'I A 1.r � � Q _poop 9Cjl�l P ----- - _ �QLILJV. �I , I t ( ) top c 74 I - - • I 2o'-v� 1-,v' . . . . . _ 1.01 2v'-o" '�' . . . . . . /�/�1_ �. . _ 1 � - - -_-- - 1 0 °° U � �. • � > z sl. W �--- cr W FIRST FLOOR PLAN - g � Z W W 00 UJ 2 N BUILDING E 01 AS i +..'• y - ,, w �1111111I111�11IIj11111I1� 1r1'.IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII'I1111111I1111111IIIII111I111111111111111I1111111I1111I11111111111141tjIII I1l y 111111111IIIIIil1 ~,tksw•111 . I 2 3 4 5 6 7 8 9 10 I I 12 NOTE: IF THIS MICROFILMED -... DRAWING IS LESS CLEAR THAN r -- — -- -------� THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. ---- oc 62 82 LZ 92 SZ b2 E2 22 12 07 61 91 LI 91 SI bl EI ZI I1 01 6 kII7--------'' Il-- 9 S b 1: Z 1 111InnInllluulunlnnlnn�nnlnulun11111III11I1111II111I1N��:IIIIIIIIIl1111111;�JIIIIIIIIIU.UII)II�IJIIIII!IIIIIIIIIlIIIIUIIIIIIIIIII1111I1111�111!IIIIII1111IIIIIIIIUIIIi1IIIIlIIIIIIIIlIlllll)1111IIW,♦ll11111i11111111J11IWllllllj1111�I1,�IIIIIIIIILIU�IIllI►IIIIIIIIIIIIIUIIIH �, MAY . �. 199 ri t f 9, I � I I iS► J I Q I I I I u-. I 4.1 - t1 z S ? E N — - — - -Y �•—. 0 I I O � 51 D 1 IJ G v3► --1 z r l� �� I I) b Ct 0 4 — _ o I Lu 2Sg COMP. -5PII•.IGLat=, uj 1= m zo Tvlm A I I �-- I I UJ v 0 > L,IJ - - - - -- - - - - - - --; I QCo _ �, 0 I Ob cc Q °' 2 E_N DI � I ELEVATION I 'wtl 4 I I Wlr�r� I`�RACING i tl I z I� y Z W } �i�,.l 2'-55* COM �NiNGLETh ;~ UJ q I 4 I - Q i C1:13�iz TRIMLu Lu a I 0 .a 160 tj LL V d- z t4 I-w REAR ELEVATION I N I � � °� pie•-�'—o• � t r � � I � I LAI iNp t�EucIN's I I a 2 C-oM P � GUI ,Is T-T� – _ _ — ✓ / 14 41 C_r=r =t] CS t7 MCI T;zI M -� IE C�D.r►.R IM LIq �Q L.J� UI� �i ) I I '—__ I to co Y �a I I o �° cc v o 0 S F ' LEVATI N . pie•-�'-o• W z BUILDING E N 0 r111111FIIIIL IIIllllll�ll� IIIIIIIIIIIIIIIIIIIIIIIIIIiIiIIIIIII1I111111111 p ItiIIJill �ilili111111111111Jill lililllililililili�IIIIIIIIIIII'III11111III1111111iIA1111111111111111111,111111!111 _ NOTE IF THIS MICROT1L!4Eb ( 2 3 4- _ 5 6 t 8 9 to I I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE. IT IS DUE TO THE QUALITY GF THE ORIGINAL DRAWING. -------- -- I-.-.' ,IiIIIc111111 II2 IIIIIII8 I2 III1111I2 uIIl9 I2 11IIIIlIIIHIII II2 IIII1111IIZIIIIIII2 1Il2 31r1/M11llllllllllllll IIUL111J1 IIUIIIIJIIIIIIIIIIIIII11111 IIIIIIIII I11111U�III111111 IIIIIIIIIIIIII111111I11111111 IIIII�IIJIIIWI1lIlAllllllllllll11111111111111111llll1111111IIII1lillllllllllllllllllllllllltlllllll MAY 181 1990 9 I I lob a a i J Z o cc 0 uj z cc A2 Ind =P= w I 1 Z —j CC 0 > W w I— Z 00 or op cr. go o • _ ^ I If J�04 *; V y SECOND FLOOR PLAN r ` /K �N Z { JZ f ! '• f w IL e � �I �� 'U r to ( i ► f 1 Q Jb INC ILI Lu O. (D I1J �C a 00, . __....__-2Z— - - - - _ -. - . ..--•-••-- - 22— - - - - ._ - - - . . . ._ _ --. _ . - •224 - - --- ------- -•p _._.. �I �� �� • = Z i I O LO I -- u. xj 00 14 o I co Awl ' � ° Ib�.u..l'"�.M + � I>d� 4 -- �rl�►,�� '� ' a� �� f ) �t;' �s� ` � f C] K IZ _ • 212- 3-2 IZ - _-=�•212 LU��-I �ID�Z. - - 3-_ y.!'L_l�.0 u ! .; �` 19h1.. �dfL - Ill-. Nth IML. NIM. Q N - N N n- � IZJ . -� �.�h�:+avrs-�_� , -� .I�.*►}�.+��=-- � 4� I�1-b�� `Q �0 f� i- 1- ?_oI-v• '.,v' . _ . . . - 20'-0" 2,vI o" '.,d . . . . . , sol-a' 20' �� _ t �l n.. a O ?- - _ _ LL I I iA z Go _ I Y _I 0 U O Z. 2 FIRST FLOOR PLAN I,D•1 70•,i'72,',4�o+h'IZi ,�'' � 0!7— w z I- u: w BUILDINGS G & H U. 0 .... .... _ - ...... .. .. .` ,� ''k: .. ._ _ .,'mow• .``. .�� ., r111I11/ (lull Illllll I A III III III III III 111 111 III III 111 III III III III III III III III III III III III III III III III I I I I I I I I III I 1 1 I I 1 I I I I I 1 1 1 1 Ilt r.- , ( I I "I I I I I I I I I I I I I I' I I I I I I I � I I I � NOTE: I' THIS MICROFILMED l 2 3 4 _5 6 ? 8 9 10 11 12 DRAWIN3 IS LESS CLEAR THAN — — — -----------..� ?` n THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. 0E 6? 8Z L2 9Z SZ bZ E7. ZZ I Z OZ 61 81 L I 91 Sl b l E I Z I I I 01 6 I8 -.1.. IL--• I9-- SI- b fI, 2 I �►IIIunlnlllunllllllllllllullnllllulllulllllllllllllllllllllllllllllllltllllllllllllllllllllllllllULIfIIIIIIIIII!IIIIIIIIIIIIIIIIIIIIII1111I)►11IIIIIl111�IIIIlI11tfIIIIIIIIlII111lIIIIlIllltllllll1111�I111IIIl1IUlI111111111111111�WlWlu>ullllllljllllllllllilllWlllUIlI1111IlIIlIl11lIIIII � MAY ► 18 _. a I i 1 7 Lc 12 I I 2 310 C.4 m -lop W G i I I r+- 0 O cr o m b z � I -I I �7 I D I N� -..- -- 44 ('r � Lu z cc 4 tiLIJ c>;Gu&N 2r TPU " I V z J — CC U �' -- - — W 0 > Lo 0 II IQ F3 Zo LD f I 0 i cc < v I i C0Ll END ELEVATION 1/8'-1'-0" 'Wt I i > U- I I I 12 __j f � I I I � TI - 11 SIDING —a• - I I 1 - 1 I I I TZ 11`'1 ---- — - � � F I_ � . R EAR. . ELEVATION f l d -- I � N n1 I E� I _ WIND nR CINCA \ � 235�GOM� ��HINGL£f• /�� I IN, -1.2 . ( I ..,J 14 G U-T T'E� a P �I I -►- LLO 7 11i nq z Y —� a � O co c� U _ � N �- 1 -- - 5 Z s O Q U O 0 F LEVATI�N BUILDINGS LLJ Z r N 0 .A .� "1,!I ��I.ql-'-:wt.__.,rr. r - IYr... - ,-. ..a y.si . �.-.; ...—._� ..,r .,•. .�a, r Nil AV, i _ ...- ......wn4Y - _.•� 'A1'._ .., _ _...__.._ __—.--._ Win. .. r _. « � � �„ X1111111{1111•f11I11.�111{I n 11111111111{11111111111111111IIIIIIIII11111I111IIIIIII111I11111�11111111111I1111111111 1111111111I1�1111111IIIII1111111IIIII111I111I{�111111I1111111I111I111I1111111 .. -,,,._.,,�, .+. NOTE: IF TH ISS MICROFILMED 2 3 4 _ 5 6 7 8 9 10 I 12 DRAWING IS LESS CLEAR THAN --�` THIS NOTICE, IT IS DUE TO 1 THE DUALITY OF THE ORIGINAL DRAW 1n'G, !2 & OE 6Z 92 LZ 92 SZ bZ EZ ZZ IIZ OZ 61 131 LI 91 SI b1 el ZI 11 01 6 9 L 9 c;, b i E Z I'�•�� X111{n11111uI1u1111n{111111111{IIIIIIIII{u11111111n11111nI11111n111111111ulIlIl1�IIII11111111U1►1UIIIIIIIIIIIII!llllllllllll)11�IIIIIIIIIIII111IIIIl�ll1►I111111n1IInIIUIIIInIlunllullulllll1J11111111111u11�W1{W1�11111J11111111�11lluU111111�UU1JlIlIl1lllllllllllllllllllWln!! MAY lel 11990 ! Q w • S U. zCLAO F— v � cr. 0 (j) 'Q J z o: 0 Lu (D 1-- w wcc0 Wi}.10 -A�.I G�- j W IWo �►.CIN� � _.Goi�p� �l�INCLMOui C� 12 4 W LU 0Z i _ Q OL) C it i I r I - — U Mr1�J= 5 ,_RAON'I` ELEVATION. -7 SYP: END . EL_EVATION . A �� 1 �s'-� '-o• �.� R-E7 ELEVATION 0 tie � •-o• z f , 4 �'- 0 W 0 MI- �� a �. w U) { Z � _ 4�_ __ _ _ _ 4-o" _.�. � III - 3 W a 0 dAdb-Ills I i h,t-ot. dovTT F_ 6Z.1-7 ____-!�_¢✓w�►-�G, I��-L c�►_.I__,� �.8_ FTS _.�" - - �, p�a2TY PA�T'Y - _ �, _y -- --1�--��.3e►�--�.�,��- � � __ .. � r � to II, !v_c !o�d t!v W a�L U) Y'wA�L __-- - 5 C� -. -r� Lv� 1311h�r-fP 1 I -.- --- -- I � .. �� � � ._.. - 22'•�moo`' --�'►.�' -- � � �.d' � l Cpl. 47 i2 r-Lu - � - - -2�• 12 I �7 Q tl711 rol.{ pv Y I. _ y v- " ,R — cry r Z O _ 0 w U FIRST FLOOR PLAN SECOND FLOOR PLAN W Z Or 2 pie•-� - - ire•-� -o• 1 w Z 1 FO �UNDA T ICON PLAN 4 'ROOF PLAN U p o pie•-�•-o- r- w C*4 w cn BUILDING 1= q . 9 U. o -..,...• FAMW 11.1.1. - .......,...,...,.....,,.„•..,.. T n,�l+i►Irl+��1rI�Ir�rI���I���Ir1�1��rlrl�ir�llr��l��rl���ll�rlllrlr�rl+dill 1,[11+1111111111111111111 ��I��r1�IrII�1III111111+)+lil+I�ii,+l�,+I�,11�,���,+l+Ir I 2 3 4 1 NOTE: IF THIS M! 5 6 7 9 CROFILMEU �. DRAWING IS LESS CLFAR THAN — ^ 1 12 ��— 9 i10 ---� THIS NOTICE, IT IS DUE TO THE QUALITY OF TFC ORIGINAI DRAWING. Of sZ 6z cz 92 52 bZ Ez Zz IZ Oz 61 BI Ll qI 51 t ^I ZI II 00-1 6 Ie----1 41-. .1- .9" '5---.1 t, c z {►nlnnl�nllrr++Inuluulnnluulnr�Inul1111,unIunllnrinulnilllllIII+III11uI1u1111u1.Ull�llulullln�llnllll111111ui1i111ui11nnInIl�U,llllrllrui111uluululll+�uluullluuu�Ilulllll�ilu,wwWuww�uwliiluwwulliuuliu111111Iu1iI11111n1111w11r1+ MAY 1821990 . �!•1a►-..::_ —."'.�" �a�l.rir - _`...asp.-�— ... 0(� NOTES ON LANDSCAPE WORK: scHwARTz ASSOCIATES "•• == p � Site Plannrng and Landscape Architecture 812 N W Seventeenth Avenue Suite 200 -- 1 INSTALL 2' LAYER OF 3/4' BARK !`1LECH CONTINUOUSLY IN ALL FLANTINE ARkAS UNLESS NOTED Portland,Oregon C)7209 I OTHERWISE . INSTALL ALL SFi2UBS IN MULCH UNLESS INDICATED OTHERWISE. 2) DO NOT MAKE SUBSTITUTIONS WITHOUT LANDSCAPE. ARCHITECTS APPROVAL. 3) PLAN PREPARED FOR SITE AND DESIGN REVIEW ONLY. OBTAIN LANDSCAPE ARCHITECTS APPROVAL ✓.�� PRICK TO ANY OTHER USE, USE OTHER THAN FOR DESIGN REVIEW IS NOT AUTHORIZED. SEE ARCHITECTURAL SITE PIAN FOR ELEMENTS OTHER THAN PLANTING LANDSCAPE AND IRRIGATION. 4) STAKE TREES IMMDIATELY ON PLANTING . S) LANDSCAPE WORK TO INCLUDE AN AUTOMATIC DRIP IRRIGATION SYSTEM FOR ALL PLANTINGS AND Filll COVERAGE POP UP SPRAY HEADS FOR FINISH TURF AREAS. BACKFLOW PREVENTIQ!i ASSEMBLY FOR IRRIGATION: FF-BCO BUSY DOUBLE CHECK VALVE OR EQUAL, SIZED TO MFR SPEC., INSTALLED 1-4 A PRECAST CONC, VAIIIT AS DESIGNATED BY PROJECT ENGINEER, INSTALLED IN ACCORD WITH • UNIFORM PLUMBING CODE, STATE,AND LOCAL CODE- LL 6) PLAN TO BE MODIFIED TO ACCOMPLISH SCREENING OF PECHANiCAL EQUIPMENT AND TRANSFORMERS ON COMPLETION OF ALL SITE ENGINEERING WORK. PLANTINGS TO BE ADJUSTED FOR WINDOWS. Z ?� -- a 0 SIGNAGE, UTILITIES, MASH ENCLOSURES, AND OTHER SITE ELEMENTS A5 DIRECTED. O� 7) R16ffT OF WAY OR EASEMENT AREAS DISTURBED BY CONSTRUCTION ARE TO BE ROU6H SEEDED O Q c I UNLESS INDICATED OTIf;iWISE. Q B) PRESERVE AND PROTECT EXISTING PLANT MATERIALS LINLESS DIRECTED OTHERWISE J Z 9) PLANTING SOIL MIX FOR PLANTINGS: 2 PARTS TOPSOIL, I PART MUSHrXM COMPOST (OR 0 f APPROVED EQ)AND AGRIFORM PLANTING T„4LETS TO MANLIFAGT'JRERS RECOMMENDATION. W 0 F- 10) TURF AREAS: GRASS SEED ASA D BY LANDSCAPE ARCHITECT. PREPARATION OF GRAS i � / -� WZ � AREAS: TILL THE FOI_LOWING IN TO DEPTH OF 6' - SMS LIME/1000 SF, SCOTT5 STATRTER -^-_ _ + M W cc FERTILIZER TO MFR 'FCpfEWAT . 2- LAYER OF MUSHROOM COMPOST (OR APPROVED EQ), AND `j 6� A IZe-,i �(rFi!/'r I o,J W V - 4' LAYER OF TOPSOIL >� W 1 _ ZJ 11) ALL WORK, EQUIPMENT AND -RIALS INCORPORATED TO BE GUARANTEED AGAINST DEFECTS FOR I _ �J t i YEAR FOLLOWING ACCEPT d i . �._.__ � LAW N �, � � � I z) 1,04 NTA L.t� N-r M A-rg fZ I Ate L, NJ A 4_fi�FLt7 f o PE�T y l�l N��j . � \ % N , 15a, GD. w LSU 0 G axe` 2<:13. vo / — -- M” Z WITH PL.At4 rtlGf oe,-rArI L ,. _ -- - -- �" --i—�-- _ _ / JLiO - � cr � a '�-EAG_ 2-N_ G / I MF- -- 4- ; 3-PMl> 2-N Cv- r I h _ 3 RIES 1-MF 2 NSG )` f rvcc - - -PIMA, I _ 3-EAC _ ® � _ 0 -- _ - ,/ - 9� 294.95 I-MGA _ 4 V 1= f to-MAG ( 0 ® i -SCALP_ I '-�.G' \ \ N, G I-Ivl� Co Filt3 !`Gt1✓ 1-I r 1t .�A �9 I ��N '4" lo-Fili3--J P'MIV1 t I 194.44- RIM ., /j P .� ALL TRI.W WRAP AS AWROVED TO ' -- �g� f-7`G_. 4-VT 5- _M.. I-VT t is 4.q9 +N C.0. \ •' FRBT LM \ / I MF _ 3-PNM 1 - - -- l 3-FMM I-A -- E:AC __ IP�4.79 OUT 193.32 RlM �y J _ -MA 1-Q� ?-P1AK 2_ -L 4 TREE TEF F�MANLR',�CTLIRER S �` ! lam- _ HH _ T �0 O SPEC - -MA _ . - -3-MA - 3-AUC i�`WN� �"� �' '• "' _ �-CJ r - • _ A / W ---a '-- WOOL'STAKES AS RE01)BY TREE TE MFR. \ \ '4-VT T -- . ` Uj CC TOP OF BALL ABOVE FINISH 0 GRADE I•: -P I-Ptd 2-NDC -P�JIVI I �_Tc_ �� f•• �-- MUCH LAYER TO GRIP LIVE 11111. 4lr�113 � �J- C. 4-VT Lp-MACS 9-EMM :3 Tc 'L.A,v� [c MM---� — FINISH GRADE — -PA — 2-P M I L7G �- — - -_ - _ --_— ,y _ _ ......axe" :.:....... ery... i — ►'� -- 1-P'( i 3-�I I?✓ r � - ,.- - RaoTB ALL - AwN - I-Pt3 -- - Lv`•ICG 't2-E AC >< - 2-PM -' C7 �— f ..� I RANTRJG SO MOf-COMPACTED N t6" LIFTS - _-- _ _� y•, RANTWO PIT-TWICE ROOTBAII DIA.-APO �� - _ \ : , r , -.1.10AS SHOWN __----- - —---- \ 10-f 113D \ I LlJ V. -- - PLANT 040 TABLE fS ro S�L.� - - _. ® - - - --- Ih1� �?<IST I N fs� -('� S '"�® „gl'� Q `_ •-• MAFriJFACTURER'S SPEC. I _ - I HM LAK I J T►11oRouaiLY cOhiPACTEa To �"""'� ' - - ZI' R11Y PREVENT StTTL1r0 W - - - - -- L'i-GJ _ - Py R Q-CJ -F'113D � > � _ x - a 4-V SUB E1o�- q-AHC ; I I-VT -- -MA SEE SPEC I F I CAT I ONS FOR SOIL MIX 2-To 'VD _ DETAIL S I M I LAR FOR EUEFKWE]N TREE x �-- -�-• AMD SWkS PLANT I MOS AS Wft ICABLE 12-AUG F'_A _2-NDC r ti S�I GA'r �x 157"I N Com! 1 1� Td � MO •• PLANTING DETAIL ----- -- - ci F-AU ��' Y-PY+'1 ' I-VT ---- I PB _ 4AWN _ 4-U7 �\ I uw ` 3 rb-ICG �J 2-P.J 1-VT 5-PIAL o LID PYF 2-NDC L.AwN q_VD__ Ll��r ILS 2-eA G I�aB _....•_ ........ ................._.............................._.............._.._.._ _.._...,........._......_.j._......_.._.._.._.._.._.........._.._.._................................ 3-F5JM _- SU_MFL0MER f1pRRT1tE11TS- PHASE 1 1 1 Ib - I-V W ......._.............._.._............._. { ........_.•...._................................................. ......_.._.._ _.._.................._.;... .._...... ......_.._.._......_....._.._.._.......................... 9-AHG I-PYA 19q 1_d� 3-MA PLAMT�11ATEN 1 Al. 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OE 62 82 Lz 9z SZ bz Ez 22 I7, 02 61 BI LI 91 SI bl-^EI zl 11 01 6 '9---•1-..-cl-. 9-• sI- b i IE..- z I"•1/" ,NII uuI nn)unI nnI nuI nullullllnl nut u11II11111111IIIIlI1111�I11111UlIlIIIlII iIIIIIlI1111I uU�UIIIIIIlIl1!IIIUIIIfIII)I(IIIII111l1II1111IIIi1�Ul!IIIIII tI11IIIIlIIIUIIII<)IIiIIIIIIIIIIIIlII111111I11il�llllJlillllllllillllllillllll�'WllIIl�II11IIllIi11U11111I UlllllllllUIIIIUIIIII •r,;. MAY 18 1990