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8048 SW SHAFFER LANE 7- - _ _ _ _ - - . _ _ - - - y A --mews aff Fq ANO 30-40 FT DROP TO CR 4e, F ANNO CREEK 3 S'r _ -• CEDAR GROVE _ -- 30 c T ONS X X — X x X X X X—— X 6 I `~ 6�FCT EXIST114G EROSION CONTROL 6FT HIGH CHAIN LINK FENCE 165 FT / SILT FENCE TOP OF BREAK / o 'EC7�� O �O SILT FENCE � 50 SECTIONS = 500 FT /, �C ! ' I X x U x // �'\ I N ` ti /�A �/ X w I w f�! // / U La. Y N F o Lncrz 0 X NATURE AREA, a:Lu LA- CL 581 -011_ dX /�I / I = w X QZ U ;�! z X ,- HOSE BIB 51 _0„ ,\� :\ U-)J = w DURHAM ELEMENTARY SOCCER FIELDS ;� w j Qz a 20 FT A Ul x N X j I / ;n X Ln Q U ~ I r- •x la. x rn TXJ �8 SECTIONS @ 35 FT / �// i /�;f 35 FT X SLAB w 80 F•T 1.2 51^G`T l�l�(S �� p X _ X — X — �� w X — X = WAIm� WV. S 4A L E \W I TA x l TEE m03 6 - 0 .............--••........---•- E ....... --...._ .....- - ....... .............. -... ...................... GRAVEL DRIVEWAY `i GATE x x ``' X --•---•-----------•---••-----------------r--------.....- ..........-•-------------•--•---•---.....--------...................-------.......----...._...------•• -....................................................... _ W ELECTRICAL OUTLET 11 SECTIONS = 110 FT X OLD SCHOOL - - ; PARKING LOT a: J ' PLAYGROUND COVERED o z o WI 4 FT WIDE CONCRETE PATH = 00 I WITH TURNOUTS FOR PLA" AREA N `� oN I u WHEELCHXIR ACCESSIBILITY DURHAM ELEMENTARY SCHOOL BUILDING r o LL. X tiro X GENERAL LOCATION PLAN ELECTRICAL OUTLET SCALE : 1 " = 50FT \ HOSE BIBIn X �l --� _ Y ` 5 F T �- _ ....... -� o(l _ . 0 °p CITY OF TI ARD............ n _ _ _ J -------- -� - - X X Approved.�.W4.Q./.14� .. Conditionally Approved........ ( l; _ L J ..d in:.................... a I > -- ; For only the work as described in: LJ LLS A i T L E R ST �S K E N T ON R Letter I z j PERMIT`��`�� � 0 See tter , u2 > I I I i Attac. ... .............. co j r- I �`� i Jo")Address:$Q S H D s T I ; GATE = - _ L w J I� K L E i a i NTREE �" 25 FT PR,rJJECT .I i I > I� 1 N I i I \`\ DURHAM ELEMENTARY NATURE SITE o i a 8048 SW SHAFFER LANE TIGARO, OREGON 97224 C� iN - i SITE PLAN SW BO ST xl Q� ENGINEER: BILL LAWSON SW DURHAM RD w l SCALE : 1 " = 25 FT 503. 694 . 2235 ( HOME ) . NATUR > 4 �' ��� DESIGNER: MIKE NEWMAN l i ,: �'� \ ' a = ? SHELTER ` 503. 624 . 81 79 ( HOME ) N DURHAM _ Ln i SITE COORDINATOR: MARILEE DAVIS ao SCHOOL / 503. 431 . 4500 ( SCHOOL. ) N 3 a 0 D w SCHOOL PP I NC I PAL : JIM PIERCE I >SW COOK PKWY �%�L I a 503. 4 ;1 . 4508 ( SCHOOL ) z j � (\j DURHAM ELEMENTARY ; Qi NATURE SITE PROJ". x i > V ��\)� � v � ENGINEER APPROVAL: �R OD �-� - p GENERAL. LOCAT I O� r �S T UAL AT I N R I VER �--�- �� C.1 8 2 F��gy � o 9� �-� AND SITE PLAN DRAWN BY : MN SCALE : AS SHOWN VICINITY MAP • E DATE • 03 . 03 . 04 NTS Shaffer Li 1. 8048 E3UP2002-00308 .-- - 1 of 4 OFFICE COPY MlRF.�....w. ►_ �.a. ac......�....._..._-...._. . . . . . . . . . . . . . . . . . _ . _ ' - - - - - - . NOTICE: IF THE PRINT OR TYPE ON ANY rl llr III III III III III . Ifill IIIlIIIII 1 IItTIII II�__fl-1 III III III III til III'lIIIIII I�t�t�l Ill I ( ISI ISI III I�l,l�ri�l ISI I I I!� III I�I,III Ilt ISI I�tllll III III 111 I �I IMAGE IS NOT AS CLEAR AS THIS NOTICE, 6I I I I + I 11 I �` I + I I I I L (� 5 --- --- - - J - - - L- -- g y ld 11 2 J 1. �J' �0 _ _ � --_ -�-- - _-___�_______�__� ori l IT IS DILE TO THE QUALITY OF THE No.38 ORIGINAL DOCUMENT VIII t�;l��llll8l Zllllll��� ��lil�l�� �l�lllll�lll1llllllll,7 Z ll11 llll6jl1lllllll1 Z1llll_l�_lil1lZl QZ 8_.. I_.-.___B-�T ---LT---9_ i 9_ I _ _-ibt Et--- Zi-- it____ - i- - 8--- 8_.. L-- --9--- 9— ►� E _ Z i__di�,r� i . .- I I 1 ! II►►IIIIIIIII�IIII�IIII�IIIIIIIII�I►III�III I�IIf►III�IIII� I ► I l jry IIIIIIIII IIIII1111�11�111�111�1111�11111111��111111111�11� �111111ll11111.11111111111 ! �� II �- i �IIIIIIIIIIIIllII lll.��l ,ll w a: z G u v� a. O 6" X 6" WIRE MESA Ln N 41 -0" ; i TURNOUTS AS SHOWN ON PLAN - r� TOWARDS BERM (\J FOR WHEELCHAIR ACCESS - Q SLOPE------- ....................T........................................... -------------------------------- ! I N S +--.- r.--r.�r---r-r-.-r__-_.����►.�---..-.--.r.�---.�-r�---r-.-- - -.�ti. .- -.��` -�-.--err_- --_- . eQ0 Isle ...--- 2 YDS OF LARGE 3r4" MINUS CRUSHED ROCK 4 " FLEXIBLE s ";r ��' PERFORATED 1 ,'',' RIVER ROCK SECTION A --A 4 " DIA. PERF ORATED PIPE PVC DRAIN PIPE NTS %i 450 EL , 4 " PVC Xo 900 EL . 4 "PVC nF � _—_30T-0„ 900 TEE . 4 4 " RIGID PVC Z,. D+)WNSPOU T ( 6" DEPTH ) 1,2' X 4 " X 4 ' EXPANSION JOINT N SLAB , x 900 EL . 4 "PVC I� DOWNSPOUT ELECTRICAL /( r OUTLET 3 , _J 1 3 ' _0 a x NOTES 1 „ „ z — e HOSE B I B —@ - — 1 . SUPPLIER - WHITE CAP 4 , -0 5A,40 N. E . HASSALO ST. 4 " RIGID PVC PC-ITLAND. OR 97213 R 5 ' -0" BELOW WALKWAY ---� x ( MIKE PETERSON ) - I ( 503 ) 2!17-4 7 51 i 0 15 ' -0" / A USE ZIP STRIP N a WHEELCHAIR TURNOUT SEE DETAIL ' A' 2- SCREED CONCRETE SURFACE THEN of x PRESS ZIP STRIP INTO CONCRETE . -' + 3. REMOVE TOP OF STRIP PRIOR 10 I `n `n SMOOTH TROWL 1 NG THE SURFACE . _ 109 ' --0" cr - ---� - — W A l_K W A Y _ _—- ---- --�--- - HOSE BIB x DETAIL A A 00 ; ( N. T. S. ) _ - = ------------ - __- _ -- - _ - --- - - --- - -- -- __ _ _. _ r x 4 " DIA. PERFORATED DRAIN PIPE a O BERM WITH TREES/BUSHES I R 5' -0" rO ELECTRICAL OUTLET r x x x x x - x -- x- x - x x x - x- x - x - - x x - x x x -- TO SOCCER FIELDS W A L. K W A Y PLAN DURHAM ELEMENTARY SCALE : 1 " 10 FT NATURE SITE PROJECT ENGINEER APPROVAL: ,PR°f� ;, WALKWAY PLAN �� 9682 F,� AND DETAILS ° DRAWN BY : MN SCALE : AS SHOWN -=' DATE : 03 . 03 . 04 Sha�'.rLm 8048 BIJI': i02 00308 ! lawt.,a!A.� tlr�l.r n.rrn►e.r-+-w...e_q.-.,..r..—........,.-,,,....,-.. ... .,—... .. ... ...�...�,. y NOTICE. IF THE PRINT OR TYPE ON ANY III�III; ' � IIIII II � JIII IIIlI I � il � llll III I I III IIIlIIII�i1 Illlill III �I 1111 ) 111 I � I � III 1111111 I1I1I 1 IIIIIII IjII ! II IIIII � 111llllilt i11 IIMAGE IS NOT AS CLEAR AS THIS NOTICE, ! 1 I 4 I I- - 8to �� ��_ � _ - - l -- ____I__- -_--- -- IT IS DUE TO THE QUALIFY OF THE No 38 ORIGINAL DOCUMENT 1 £ (IZ 9L + L£ 9Z Z 6Z £Z Z tZ + OZ 8 [ 8I L�11!17111,1,1 9T 6T £ 7T �i'f � T �6 7G 9 9 f £ Z l�ui�nIII!�IIII �I���I�!fl►III��II��►�►��II►ILIIIII►IIIIIII�II�I(IIIII►Illll�l� ��II► I i 111 I , l�)III I�I IIIIIIIIIIIII�I► IIIIII�►Ill�lll�ll II j I 11I!�Ill�lilllllllll(llli Illl�lllllllll�lll II IL111ll1111111uuJullll1111J11ll l11111411I 11 IIIJ� si l; 6" X 12. " GALVANIZED FAVE VENTS 2' X 4SKYL IGHT LOCAT IONS TRUSSES _ l_ _ ____ \ \\\�•l+ \ \ ` \ tt 6" X 12 " BEAM ? \ T__ 1 USE SIMPSON STRONG TIEj DO CUSTOM MADE F<OOF PEAK o PC66 CONNECTOR, EA. POST SHEET METAL END Ao � � -- 1 USE WOOD SCREWS EQUAL �� w PLATES. USE 1 „ 0 TO 16D NAILS, TOTAL OF/ WOOD SCREWS TO 1 N 20 ON BOTH S Ir” x w N ATTACH cc o i ENGINEER REVISION. USE SIMPSON STRONG TIE 161GHT ( TEE ) CONNECTOR. ONE ON EACH SIDE . WITH --- --- 6-1,2" X 8 " MB W/N&W' S DETAIL A PER POST. CENTER TEE ON BEAM. POST/BEAM CONNECTION DETAIL J ( _ SCALE : 1,2, 1 ' -0" 0 10, 1 TPJSS j r�/ n USE H2. 5A SIMPSON STRONGTIE PLAN � MOUNREOAONEALeERNATONNECT ION SCALE : 1,4 = 1 ' -0" TR X 1 " OPPOSING SIDES USE 10-8D TREATED NAILS PER CONNECTOR. BEAM OR 10 - 1 " LAG SCREWS /—HOCA,. ING NGT E S : TRUSSES 24 " D. C. 1, '2CDX PLYWOOD SHEATH ING SKYL ;GHT LOCATIONS I ONS DETAIL B f 1FELT PC PER TRUSS TO BEAM CONNECTION DETAIL I SEE DETAIL ' C' 200 YR COMP ROOFING - GABLE NOTES : /2, �„ SEE DETAIL ' B' SCALE : 1,2' = 1 ' -0" '2 T-1 1 1 PLYWOOD - - SHEATHING ------ ----- -- � ! N —.-J .� �________� \ =•, X 4 GUTTER 1 FACIA BOARD — - - ' G USE SIMPSON STRONG T1E ' PC66 CONNECTOR. 1 EA. POST GUTTER 2 X 2 OVERHANG GABLE VENTS I USE WOOD SCREWS EQUAL TO 16D NAILS. TOTAL OF - 20 ON BOTH SIDES �, �� SEE DETAIL ' A' ~ o ►- ►- �, o n o n C; a Qa C, '� 1 1 0 0 6 X 12 - ENGINEER R t V I S ION: `ri c0 �` c, TREATED - �_ USE SIMPSON STRONG TIE f- w w X I x wx w a a BEAM I T 1 61 6H f ( T'_E ) CONNECTOR. x w x w ONE ON EACH SIDE. . WITH X 8 " MB W/N&W' S PER POST . CENTER TEE ON BEAM. - ENGINEER�REVISION: _- — W -011 DETAIL C IUSE 24 " DIAMETER X ! 4 ' -6 " SONOTUBE • TO BEAM MIDPOINT CONNECTION DETAIL TOP OF SLABi_ 20' -011 SCALE : 1,2" rj ' -6 " �l 1 '_6 " EAST & WEST ELEVATIONS DURHAM ELEMENTARY SCALE : '-'411 = 1 I -01$ NATURE SITE PROJECT ENGINEER APPROVAL: _ _-.- _---___ - -- ---- __ _ ------- 301 -011 - -- - -------__-- -- --- STRUCTURE PLAN n N D NF �`� ELEVATI ONS 96b2 �� `��,<< DRAWN BY : MN SCALE : A S SHOWN NORTH & SOUTH ELEVATIONS �,,��'�14 So� DA SCALE : rE : 03 . 03 . Oq 11.4" = ' -0" A qA1 E. �P Shaffer Ln, 8048 1 8UP:002-00308 — -- .1 of 4 NOTICE-. IF THE PRINT OR TYPE ON ANY r(! i t l' I I I III III ' I I III I I III III Ill III III III I j l III III III I I I I 1 1 1 III ! I I I !I l i l l l l l ll III I I t t I I I I t i I I I I I I t I I t I i I I I I I I I I I i I I I L 1 1 i I I I I I i I � I I 111 I I IIi 111 II 111 � � i 11111 IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1. I 3 I 4 I J I 6 I I $ I I 1Q 11 1� awl j ; � 13 �OU IT IS DUE TO FHE QUALITY OF THE No 38 s ' ORIGINAL DOCUMENT ,I►�► i.ill�llll II + 1 � 9�Z � 6Z � 8 Iti � iIIZ iiOZ I lllS�t L i 9l � f1 �i � c Ii IIi .� � � , J1LIM �£ Z ! 6+4lll1I1I1IIIIIIIiIU�Iiuljj,, 1l _I Ji,11511117111 l _ 29' -011 _ 5 -6 91 -01, -- �+f--- —---- 9 -0 ........... 6„ i s t 7. 5 X 21 . 45 X 29 ' -0' DIA. HOLES -- 0 FOR RFBAR DETAIL OF SCREED TEE SCAI.E: 1'2' = 1 , _0„ 91 -011 9 ' -0" r---------------------------------- ------------------------------- -•--------------- =- - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------------------ --- ----------- I (rT------------- -----_::__-__---------------- 7-- C, - - --- ----- - ! ' 1 I 'I------------------------'.................................. ENG 1 NE E R R E V I S I ON: ! i I 4 _ _ _ �� � ; I �� ! ADD HEAVY GAGE - - - - - - - - -•-•-._._._._._ _._._._._._._._._._._._._ _._._...........;._._._._._._._._._._._•.......•............ �. ! I ! WIRE MESH ON TOP REMOVE SONUTUBE �XTENS [ON THEN I I OF REBAR. HOLD ' ADD "2" X 8 " F I BqR EXPAI"3 : ONc,i I ; I ; OFF BASE ROCK WITH I ; ) MATERIAL AROUND FOOTIN'ji I DOBBIES. I RonF PEAKr, o I BEFORE POURING SLAB I ���. SCREED TEE + I Q ; i SCREED TEE N I ENGINEER REVISIOr:• 18 I i i I it I I li I OK TO LEAVE SONOTUBE �� ASE XPANS I ON JPO 1 NT ; I t I i I i BETWEEN FOOTING AND li - E SLAB CONCRE TF . ' --------------------------------------------.j._...._. - "-- ....... •-.-•- ' USE ZIP STRIP a I `1 --------- ---------------------------------------- ------------------------0 �- - -6 - - SEE DETAIL ' B' a i Ii li C) w I 12" OVER AP _�. - '-- ,, lD t ``'� i;'• `,,, '�,, ,'`I 36 f100K i`• .`II Q i I , i ,• -•,,, 1 ~-- ,,•, i, I - - I • :., ,: = B TOT,\L 1 -6 8 -6 ' 1 0' - " , _ --- ----------------------------------------j= --------- -----j i I----- --_ r===----===---.------ -_-------- ---_---_i-------_---,J i _ 0 tl 6 � _ .o SLAB PLAN - 0' 0" - , m ENGINEER REVISION: CORNER HOOK --� A DOUBLE ( VERTICAL ) PERIMETER REBAP Ip N USE SONOTUBE FOR DETAIL SLAB PLAN FULL LENGTH OF FOOT- I ! NG. 4 ' -6 " NOTE: Q __-___ tD 28 ' --6" STRAIGHT PL AN USE ' POST PROTECTOR' FOR - ' 6" X 6' POST. 5F T SLEEVE 1 " RADIUS ......,_.._....._........_.._.._....._....._. _.._.._.._.._.._.._.._.._.._.._....._.._.._.._.._.._.._.._.._.._••.. .._.._....._••..._.._....._.._.._.._....._.._.._..._ TOTAL_._ INCLUDES _.. PERIM ME,TE.R.._.._.._.._.._....._.._.._.,_....._,._.._.._.._.._.._.._.._....._.._.._.._.................................................. EDGE TOOL !._••_....._.,_•._. ._•....;:.._„:.•_.. ----------- ------ ,,r--- 24 HOOK ADD SONOTUBE EXTENSION MIN. 24 " HOOK 1 BEFORE POURING FnOTINGS CLEAR I NOTES1 1 � 1 � 1 . SUPPLIER - WHITE CAP �- I // ._._.. .._..p_a.._.. .,.._._. ..._.._.._.._.._.._. ....._...._//(\_.._ ..._.._.._.._.._.._.._. _.._ _.._.. _.._.._....._.�.:_.._ .._:. _,...._.._.._._ _._.._.._.._.w.._.._.._.._.._•._.._.._•._.._., _.._. . _ _.-.._....._• _.•_.._....._•._.... 1 1 I.L1---- - --------• •Y ''- .y.. ..�.- •fir,_ �., z 1 ' i, r-•-^-- `-_-••"r ------- --'--'--•�•--_'...............• ..-•-- -...__ -• - --T-.._._._ .._._......... ... _�_.. .----- •-•-_• 1 •.-__••----'.__...__.._ ----------------------------- ------------------------ ._..........-_--._._.....-• ------- 5840 N. E . HA i 1 -f- - --------------._......------------ - .................... ..... ... I"-----------...----------::�::.---- -- ------------- - ---' :D PORTLAND. OR 9721 3 0 \ -_i I -� ;- I .r_ .i_ - - 1------- ----y- ; , ,. I I I ( MIKE PETERSON ) ( 503 ) 2 8 7-4151 m 2 , w : I 1 2 OF 3�4 MINUS CRUSHED ROCK- 2. I I I �I 2. SCREED CONCRETE SURFACE THEN w a a ,� I I I I 3 " REBAR STANDS -T PRESS ZIP STR ! P INTO CONCRETE . - � • I I I I 1 3. REMOVE TOP OF STRIP PRIOR TO o I I I I I I I I I I SMO[�TH TROWL I NG THE SURFACE . .I °4 a ' SECTION B -B QETA L B ? a I ENGINEER REVISION: I i I SCALE : ',2' 1 f w ; ( N T S N I , PLACE POST ON UND 1 S- I-------- I____ I ' ___I . ' • ' IA X TURBED SOIL . USE m 4 ' -6" SONOTUBE TO z " TOP OF SLAB. z t ' „ I � � 3 rel a O 1 `N u SEE SCREED TEE DETAIL .............------------. 10 —� I SLOPE I i SLOPE UJ _ _.,_.._. l._.._........... tD 1- N lD H ' tD ~F- 4+J H 2 ' -0" DIA � i rQ.f._..... ...._.j------------- - - 1,_._-_._.._..- .•_.._........_.._...... _.. Y1.._.... ..._. r.._._.._.._......... ....... L.l 1 V1 tD - I— W - ------- ---- - ._ ................................ - ......... X Q O X Q O Q X Q N 'D ~ N !— ~ .. .1_ --4- ---------- --- .........._._. .:............_._......� _.. --------- •.__._.``_ � �d �O �a xLd 1►10 xw0 Kap '- � � a m `� � a POST FOOTING iD� a W�a �3"4 a 1-- r I I I I N DEI .4 I L 6 ISI i 3 " REBAR STANDS i I T- I I I SCALE : 1 " = 1 ' -O" _ 2" OF 3,4' MINUS CRUSHED ROCK I I I I I I I i 2 , _0„ 16, _0„ 2 - _0- I USE-------------- I4 ' RE's I S I ON: -- ________I USE 4 ' -6" SONOTUSE CENTER TO CENTER '- j �-._.._.............._.._.._.._.._.._.._.._.._....,_.._.._.._... .._.._.._.. ..8 ' -6. STRAIGHT _ L______ TOTOP OF SLAB. L -.,_.,_.._..�' _.._,._.,_.._.._.._,._......_.,_,._.._.._.,_,._.._.._.._.._.,_.._.._...,...._.._.._...,._.,_.._.._.._.._.._.._.._.._.._... 12" OVERLAP 7 TOTAL . INCLUDES 4 PERIMETER ' 24 " HOOK 18 , SECTION A-A 1 ' 8 ' _6 „ lot -oil A , _6„ 1 ' _611 - SCALE : 1,2, = 1 , _p„ DURHAM ELEMENTARY EAST 8. WEST ELEVATIONS 24 " HOCK NATURE SITE PROJECT CENTER TO CENTER CENTER TO CENTER CENTER TO CENTER 12 TOTAL SCALE : '•4' _ , ' -0„ ENGINEER AIPROVAL : 301 -01, FOUNDATION PLAN PR°yrs. AND DETAIL. S t` ` 9682 F NORTH 81 SOUTH ELEVATIONS DRAWS BY : MN SCALE : '/ , _ , , -p SCALE : : ,4 = 1 ' _0" Ponca 14' Gey , �� DATE (� �J Q 04 ( UNLESS SHOWN OTHERWISE ) �i �-� ��o i Shaffer Ln.8048 BUP2002-00308 4 of 4 n ' .DGN 03/05/2004 08.54.10 AM . _ . .-..- --.-.-.-...-.-.�._.-_- .- .-....._... �..- ...._. ..-.. -. .._. .. - _ M NOTICE-. IFTHU. PRINT ORTYPE ONANY 111�lilllilllil iiiliiili � tlt �i iiil► it titll I lilltit t�►II(f IIIIIII VIII lil iIt lilllil 1111111 T111 11111IiIl IIIIIII 1IIIIIIiVIII I IIIIIII ' Iiillll IIIIIII Ill1lJill II lil 1iillll IMAGE IS NOT f S CLEAR AS THIS NOTICE, I �. 2 I I I I 6 I 1,�, I 8 I I 1� 11 I 12 j OL 3 ),oO IT IS DUE TO THE QUALITY OF THE No 36 6 BIZ 8 ti ` ---- - _-- - - - - -ORIGINAL DOCUMENT �70� �a t,z C1ti tz I r1z 02; 6 1 81 G i 9T 9I �T >✓T ZT It �,T I b 8 G 9 9 fi £ 7 ji-lip lililllli iiii�iiiil!iii ii►il�iil iiiill�i► liii iii!��ii�l��ii111i►I�iii ii�iliii� ii►il►iii�iiiiliiii ►i►il�l��I!1111iiiliililli►ilii�il��i��l��ll� 111U !II I�Illli ll1111.1ill11ll1�1f� ii���INlll lli�