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17005 SW 92ND AVENUE-4 i7 , 1 'r 4{ ti 1 1 7 6 ,f r K T/ ARD OREG ) N ttttttttltt �� � d ,gL ,}e ............. ip tf` �Nkaa I Y f . { ` 14 INDEXdY r G1. 0 CO VER SHEET A1. 0 GAZEBO -- PLANS, ELEVATION.', SECTIONS AND DETAILS ' A2. 0 L 0 !NE R PI CNI C SHEL TER - PI.ANS, EL E VA TIONS SECTIONS AND T 1 1✓,�t%t:1 • ,W :•s F C1. 0 SITE COMPOSITE UTILITY PLAN C2. 0 GAZEBO -- Sl TE GRADING AND DRAINAGE PLAN C3. 0 LOWER PICNIC SHEL TER SITE GRADING AND DRA INA GE PLAN i E1. 0 GAZEBO INS TALL_A TION - PARTIAL ELECTRIC PLAN E2. 0 GAZEBO IN\STALLA TION - ELEVA TION/F-OUNDA TION DETAILS J t E3. 0 GA ZEEO I NS TA L L A TION - DETAILS 66 `"j E4. 0 GAZEBO INS TAL LA TION -- PANEL SCHEDULES CITY OF TIGARD E5. 0 ► L 0 WL:R PICNIC SHEL_ TF_-R INS TA L L A TION - ROAD Conditiotdially I jV En 0 For L O WE r� PICNIC SHE LTER /NS TA L L A TION -- PA ' Tl f ERMIT the rvork as described�in: A L ELECTRIC PLAN N Letter - __ _ . A-tt_.ac_h_._. . .E 0 LOWER PICNIC SHELTER INSTALLA TION ELECTRIC POWER LANJob . X .. Le Ems. Z;IC AIL SHEET � .. y r ELS Z r :r z5f_ SW EIM0 GENERAL NOTES 1. 0 All work shall conform orm to the appl icabl e specifications, codes and 'VICINITY MAP requirements en is o f the City o f Tigard, the AP WA, the Tigard Water ter District tric t g and the General and Special Sp eci fco tions accomponying these drawings. gs. It shall be the responsibility of the CONTRACTOR to discover and comply py with all such requirements and obtain and pay for al/ permits required for work shown on these plans. 2. 0 Any varix tion or of ter•a tion from these plans except minor field adjustments ; approved adJ us tm en ts to meet existing conditions shall first � � by the "ty' Project"i Maroxer. Any changes to these olansBENCHMARK shall be documented on construction Ln on field prints and tran sm it t;,d to Karn p e Associates, Inc. within 3 business days. Di City of Tigard Benchmark #175 Elevation = 121. 42 "PIMTE -1 Tigard Vertical Network. Brass disc set in top of 3. 0 Notify Kompe Associates, Inc. (503) 624- 7277 24 hours before MAR 2 � 1999 } curb at the entrance to Cook Park parking lot. initiating any work. KAMPE ASSoc., INC. _ KAMPE ASSOCIATES z -- m PACTRUST BUSINESS CENTER — BUILDING C 16154 S.W. UPPER BOONES FERRY ROAD ti�� �Fs, COOK PARK IMPROVEMENTS PORTLAND, OREGON 97224 --- ----- - 503 624-7277 16,221 . ENGINEERING MANAGER _ GAZEBO & PICNIC SHELTER M3) 624-7370 EXP 12-31- 9FAX PLANNINGCOVER SHEET • LAND SURVEYING • CIVIL ENGINEERING OREGON STRUCTURAL ENGINEERINC • RAILROAD ENGINEERING 9�. �. `C 1, 19 o CI -rY OF TIGARD - 3/22/99 ISSUED FOR CONSTRUCTION PROJECT-98-032 ____ SCALE: t"-ga' i� �� ENGINEERING DEPARTMENT ��_ - -_-- Acr00 �!1 -� OREGON 13125 s.w. H&L BLVD. NILE NO. �— DWG NAME: SHEET I;RArNNG.•98032D50 DWN OrPRI- ' - na�ao, ortEoorl o�22a ----� N0. DATE DESCRIPTION DATA 3/??/99 CKD BY, VJA CAO GRAFTER SCE: �D03) �71 9803X0`/.DWC G1 . 0 tom) BLIP 1999-00402 17005 92ND AVENUF 1 OF 19 If this notice aphetrr s cicnrer than the JUN 0 x ZQ(jQ ument, the dllcunlent is of na»r gin"Ji gr!,llity. microfilmed , 11 I I � i I I i � 1'I � i 1 ! I I ; � I i ; ,! � +1 if. lt��,fl► � �lilll!III + i +I�I!ll��!!III�I� IIIiIll� �lli(+lli�irll�r , M M INCA M1101—IN WIIN go 11: I i 1,�ultsuc.Ilillllil�l„I,nt,,s,., tlu'tt,,.,'tlllffsltfltltt, 1 If,t,, tt,1!„IIIItIII�lt1lIIItl,nill ,•,; .,, ,, . .. rrqr 1t ,W- -, MW u w .f x 1.. 1 u n h i,. �� '*� 'n ,i�j��,k�'str �t�rd• A q'�{tayh�kA4' - �,���,,�, ' .- ...,. � .,. � • : ' p .. F.�i r-'1 T11.: �a� :r,:.� ..r� •.".+Lt .yt ..r;._.1 t „? ., p ;�, t, d1rr 3sMR "rF r 'b �,: Itikr, • .., ae '7{"y, �• ;:�,,• ,:., :,.,: a.f •_. ,rr:, ?�,�+y •.�, qtr". - - ` � .r'-"':4 .. ''.:AxA"'1 5.:;.. ..'i ::. t ,;'r7 'itl,F y..S�. '•.. .. 3 ;rr4, .� '� �`C�rr��d�Jiil{r! �i.. ''". " � t::- .'irv� '�•r$� �ilr,-xi{ 'i � s STANDARD RCS. FEfZRULE 4 COVER ASSEMBLY FOR 4" PIPE. ATTACH 8'-0" PRF-B'llll_T CUPOLA NICKEL 5RASS SCORIATED COVER -- THRU BOLTS n WITH VANDAL-PROOF SCREWS. =;---- 4--: --- __ - I fRZ-BUILT GABLE-- � r HEADER PRE-BUILT GABLE L METAL. ROOFING ON WOOD DECKING \ ,�.' • • � �,� '"� ;. �--- GUTTERd= ad _TFFE1A 50-.Oe 5/16 xlx4 / STAINLESS — �� ---- _ 5 EEL U-BOLT W/NUTS 4 - - 48" WIDE STEEL --, i \ PLATE W/VERT. PLATE -- ----- \ SLOTTED HOLES TOP I +� DETAIL DOWNSPOUT -- ARCH LAM. �C --- —_ THRU BOLTS SCALE: 3 = V-0 � - REMOVABLE PANELS, SEE SECTION "D" /--4611w x1/2" ROUGH SAWN 1 111 CEDAR PLYW'D BOTH SIDES OF �. STAGE FRONT ELEVATION SCALE: 1 /4"=1 '-0" SIDE ELEVATION � SCALE: 1 /4"= V-0" 21/2" STEEL RUNNER 21/2" STEEL STUDS -- -- `--- — - TRACK, DRILL_ HOLES TO FIT OVER BOLTS. STEEL CHANNEL Bq CA- 0 ©Fp�� CQ �.5'_I lath__,. ----12'-3 tiadd� —12'-3 7/8id__ — �5'_1 HEAVY DUTY FEMALE CONC. � 3 f51 C•��\ '�\� ��\ ANCHORS W/HEX HEAD BOLTS / R AND ALLEN HEAD SET SCREWS P C �� ,oad6 6q C�Q\� P► \'�=� '. 3 REMOVABLE PANELS, eget F c \�\ - � ' CENTER BETWEEN SECTION @ REMOVABLE PANELS Yr o�v'� E B� WEE COLUMNS of C -� �``� SEE SECTION "D" FOR DETAILS i D SCALE: 3 V-0" i IETAL ROOFING ON! WOOD [)ECKINCx / 4"' MIN. CONC. 'SLAB ` I DOUINSPOUT (DS) `\ 12 / \ / 4 / f \ 3 REMOVABLE PANELS,/ CENTER BETWEEN COLUMNS, O SEE SECTIII "D" FORDETAILS K- (R.. '?. METAL GUTTER T>_R 4A. — — — — , 1 dd �8„ I �P _ � o � R � C.L. of eoNc. �I � —I �,, �--- � --.� / K" T/� C.L. OF J C. 0. CON . O�C.L. OF B IN '1 CEDAR FASCIA - 1 ARCH LAM. 0 \ CUPOLA , . REBAR RUNNING CONT. 3 REMOVABLE PANELS, m - GABLIF \ FROM ANCH. BOLT TO CENTER BETWEEN COLUMNS, CORRES. NCH. BOLT SEE SECTION "D" FOR DETAILS ,� (R, PICNIC TAeLEf3, \ (TYP `NOT IN CONTRACT �,/� �,i� ANCHOR BOLTS B 4 C. SLAB--\ MIN. CONEXPANSION JOINT = -2 -- STEEL CONNECTOR _-0 Z"Q / ENT a op,• :,. .,' N O4aQwNI • N p/K TABLE ANCHOR ® $�� . ;,•:•:.: ER REDARUJ/CAP, 4 REQ, REBAR RUNNING "C" DS CONCRETE PIER SEE DETAIL CONT. FR . C TO CORRES. ANCH. BOLT (NF) ARCH LAM. , �� THICKENED SLAB UD 22.5• DETAIL — CROSS SECTION SCALE: 1 /2"= ,_1-0" 2'-0' 2'-0 -- --� '-i SCALE: m cu LACK OF COLUMN TO BACK OF COLUMN TYPICAL AT TIE PARS -42'-0 --- -._—_- _ _ MAR 2 3 1 J 9 9 FRAMING P ' AN SCALE: _o" FLOOR PLAN1`2 :CALF: 14„-� ,-o” N _ - _-- _ i-- — -__- AL - KAM4E ASSOC., INC. Cu John Kyle Architects ,�� o PR��csPARKcc IN�` so ®OK IMPROVFMENTS 1090 COMMONWEALTH BUILDING 16,221 �FNGINEERING MANAGER 0 421 S.W. SIXTH AVE. VIP -31-99 GAZEBO — -- PORTLAND, ROE T N (503) 224 0891 D4 � A PH ----OHM) F'LAM8 - �LEVATK�� �sTKX48 Q �- T N - BEC 1 1 AIL8 _ FAX: (�U�� 294-0767 o�C C) 3/22/99 ISSUED FOR CONSTRUCTION— - �CgCCOMPaV CITY OF TIGARD ENGINEERING DEPARTMENT — - _ _� _ ____ PROXCT 98-032 SCALE., AS SHOWN FILE N0. DWG DAME: SHEE"i' OREGON 13126 S.W. HAIL X%0. i I)RAWNG: 98032A1 D%N 9Y• Ns�� 11"Rn• ORE05N 07223 9$032A1.DWG A o NO. DATE REVISION DESCRIPTION DA 7E, 3/22/99 CKD 8Y,• VJA MCAD DRAFTER VOICE: (r;,3) o3o-4171 ., ,. FAX: 1�3 tM4-7207 C� BUP 1999-00402 1700592 ISID AVENUE 2 OF 19 If this notice nppe11rs dearer thall file �UH � 2 205 0 dicunlenf, file document is of III, quality. Ill1CrO�I�I11CCl fAM9 IN I I I l ij111l �i ,d� � IIII , IIII � 1 rl , 111,} � � il � �'� � ► � I . , ., ,f LIIIIIIIII . d � I �IIIIIIIJI � Ii � III . d ��I I I I � I I I 1 I f IIId11MA I I ► I i I I i I 1 ! I ,iil Iif I I_ J111IIIIII IIJII'l,1�111�j I„�,�III J�J„�IIII....11lllllll.Illll;lll IIIlt. ! III!Illf Tr—�l! 17,111 .•� I!I l •�IIIIIstfd ;;! �II!� n, l; „ �, i, � d I I �� � , ' I !!IlIIIIII!lIIIIlIl�illll!!!!I111!' !!�!!1h!!l�111! !I!ln1u,111 i;�„Eli„ „ I I 11.,,II�h{IIII,II!{IIIIIIlIIIII�I{Ill�fl,!! ; . �' :'�Ip.-.._,. _. - _ ..,, _...__ __ �•,.. ,.. _ __._.. ... �.. ..� ... .. ., 4 ,,urnMyn.n.nv. /— METAL ROOFING ON WOOD DECK ELEV. t12815 NOTE : 12 1. THIS PICNIC SHELTER 15 TO BE DESIGNED TO WITHSTAND �\ 3C-- THE FORCES FROM FLOOD WATERS, ASSUMING THE STRUCTURE 't0 BE 2/3 SUBMERGEC). DESIGN FETCH IS 12 FT/SEC. ELEv` = 1125.00 TEMPORARY "X" BRACING WILL BE USED TO PROVIDE LLU_U UA -_J_LLLL LATERAL SUPPORT, 2. THE PEAK FLOOD ELEVATION iS 1'21.10 �— �� _ l LOW FITCH LAM. BEAM _ ~�` / - - SSU TREATED _- -DOWNSPOUT ,. -PRESSURE TREATED COLUMN /-PRESSURE�l _- ELEV. - illra.50 - TEMPORARY "X" E�RACING, SEE NOTE I --- TEMPORARY "X" BRACING, SEE NOTE 1- FICNIC 5HELTER 5IDE ELEVATION _ SCALE: 1/4" = 1'-0" _PICNIC ..a- HELTER FRONT ELEV,4TION SCALE: 1/4"=1'-0" h3 —METAL ROOFING' ON WOOD DECKING 12 3 METAL GUTTER- i 00 0 LOW PITCH LAM. BEAM 4 — ao � T 1 I tog ROOF LINE CEDAR r=ASCIA I — STEEL CONNECTOR i a CONC. 5LA5 I i I 0 —P.T. COLUMN BARBECUE W/2-211(p GALv. STEEL LEGS. FURN15HED BY \ OWNER, INSTALLED BY f gt__ _ 91_611 ._ 99_699 j CONTRACTOR. /r-----STEEL CONNECTOR a o LAMINATED o 0 EXPANSION JOINT-- LOW PITCH M 00 BEAMS � � � ANCHOR BOLTS 4" MIN. CONC. SLAB IFO. . TABLE ANCHORS, 8 RE-Q. SEE DET. C/AI .4 0 144 007C wo �0 ,►i 00d$ A 4. i 4 lJ� let d• • . I i I I REBAR --- . 'a P.T. COLUMN PICNIC TABLES, P.T. COL. >w NOT IN CONTRACT „�. •.� ,� . . CONC. PIER i I r .• g � . I u o �----� ----. a. I c' 8,_0„ __8,_0►� _ 8,_0,► _ 81 _0 1 cn , 04 A.cn 0„ _-21_0,1 ,��._0"_y__._� ---4 SPACES @ 8'-0t, 32,_0„ - - -4,_0,}- E DCBE OF ROOF _FRA1 I I NCSPLAN _ — SCALE: 1/4"= 1'-01' f- OOR r- m _�L " LAN - SCALE: 1/4"=1'-�'�_ T "PICAL CROSS SECTION r Cu SCALE: 3/411=I'-0" F ri MAR 2 3 1999 0 -3 2- .... ,„�, KANIPF ASSOC'- INC. ru m - - -- - - -- John Kyle Architects � PR COOK PARK IMPROVEMENTS cn clu 1090 COMMONWEALTH �ILOING , TJ,�16221 ENGINEERING MANAGER LOWER PICNIC SHELTER n PORTLAND X 12-31-99 OREG a 97204 PHONE: 503) 22 -0891 K PLANS - ELEVATIONS - SECTION FAX: (503) 294-0767 OUGON uj Q 3/22/99 ISSUED FOR CONSTRUCTION -- - - ---- --- -- -- L>C C 1' O� CITY OF TIGARD ENGINEERING DEP'1RTMENT PRCVECl' 98-032 SCALE.' AS SHOWN gCCOM�'� OREGON 1312'S S.W. HALL 1uw. F11 E NO. DWG NAME: SHEET ^ DRAWING.• 98032A DON BY.' ��� mma, 01MOON 97233 n NO. DATE: REVISION DESCRIPTION DA IE: 3/22/099 CKD 8Y.' VJA >�a __ _CAD DRAFTER %OOCE: 5O 3) 639-4171 ( ) 98032A2.DWG /�,Z Q �. _ Fuc: OS03 ee4-72c7 aUP 1999-0(402 _. 17005 92"" AVENUE 3 OF 19 If this notice appears clearer th1111 the JUN 0 x 200 A%'To •urttenl, the document is of marginal qu;ility. 1111crot1'l1I1ed �T�1�1�1 I�l�lII�IIIII i IIIIIIIlI;T�1 I�Cj�Ilillllilllllilllllllill'1 i', I�I�; ►ji;;V11i:�1�1�1�1 i i1l(1IiIllfi i11{Iilll�ljill�l I t1l(IiIIIIIII I1Iili1i IWA MAO[ m 040% iu II (II((Ilfl�j�lll c {� I111�i1ia.li110!!IOIIIIl�II11 Illl�j!lIIJ!!l�IIJI I!!!II111,1(ifIlllt0 �i 111fII�0lII!Illtllllil!!4tll!111lH! IIII11:! 111!Nlll�iti Ifil�i�IS,ill;ll',�, uf� ! n ,t I I� tllfl 1111��0, III�I ,tl1.II�„II.,�It�ILilll�I��,IIIl.IdlII111111� 11 I i , 1\ (• Vuj / V /' • 1 11 11 7. U - ZLJ dp f , LLJ ` g Nn ss ;_� I c0 G7 1 J 1 I ■ ■ �` w O ��✓_- L" Gil 12 J A. At d a J1 1 1 y ` w I , w \ 0 1 711 ^- Y m 16 tr ^� 1 1 N U a 1 \ ('� �'Y\ 3 J Ci c7rf = � > � POS � �• c� ' Q III ` �. 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KAMPE ASSOCIATES —r_ PARTJICBUILDING PR . 16154 SWUPPERBOONE� FERRY r COOK PARK IMPROVEMENTS r\j PORTLAND, OREGON x7224 �'� �y(�1N � (503) 624-7277 • 800 456-5719 !G23 _ _ SITE COMPOSITE UTILITY PLAN FAX (503) 624-1370 P ? i ENGINEERING MANAGER PLANNING • 'AND SURVEYING • CIVIL. ENGINEERING ACIV uar.cor, STRUCTURAL ENGINEERING • RAILROAD ENGINEERING 3/ 2/99 ISSUED FOR CONSTRUCTION CITY 01= TI GARG ENGINEERING DEPARTMENT PROXCT 98-032 SCALE: �-SO' qC `�P FILE NO. DWG NAME: SHEET CO OREGON 13125 8,w. MALL ®LW, --- DRAWNG: 980320 D*w BY.- PRT TIWO, OREOON 91223 980�2D.DWG � � . a CAD DRAFTER L� N0. Dr41� _ REVISION DESCRIPTION _ DA TP 3/22,/99 CKD BY.• VJA _ —� _ FAX (,(b'003 t�3)ear-�so� P 131JP 1999,;OAVE�vUE -11005 02 � OF19 r . if this notice appears clr,.rrr Ihan the JUH 0 2 7040 u1nenf, file document is of marginal' qualih. inicrot11111C'(I } (�( �i� 141{i{I�Ijl�l�l i I�I�i�l(I;I�1 1 �(Cjl�i�!{I�IjI j�l,llill�Ijl I i(t`�� 1� I �1 ;fllli,i �' !III:;I(IIIII I ill�lll(IIiJi I llIiIIIIIIIIIIf 1 Jill ji{i f1i{l11ll{ILII y AOE I■ C"WA _ Ji _ {II fIIII 11f4�111 jl;l,l(IIIII:��IIII�!lII 41111!! Illll?i IIIllllllli!III!1!l Iillil IT,J!! I!I II!1l;II liI!iillll??Ilii!!liil!il!I?lElil!!!I!!Ittl- i ll�I1 111t11'l'i l i i.-mill '' ,....Ill_.___.•_. ! 1 I , i 1 .-mill i r 4WA- pt � _- . 113 - OUTFALL ../ IE = 115.00 NOTE: e _c PROPOSED OUTFALL - DRAINS INTO EXIST. DRAINAGE DITCH 14" DED -_f 1,TED " D " DED , 12" DED - " '' CLEAN `--------- ...._ , OUT , DED S7- OAK R DTREE (2 EA.) �._,`j 14" OAA' / 14" OAK 1 f - ,,._.�_ , N • - a " OAK ` a RELOCATE CONTROLGC a50. ( , \ , VALVE BY OTHERS - - i 1B 'OAK _ 22" OAK TYP. EA. VAVLE - r r � 14 �- ' � ") �, FIELD INLOAK 9 FIR < IN PROPOSED BERM \ SEE �,X' 6IB o TG -- 118.90 6 STORM DRAIN 1�" OAK �r �' 1 " p DETdI� 13 `ET C3.0 IE 118.50 L-50 46 S=0.028� ry ' OAK , � �� _ GRAPHIC SCALE i'DS _ �-a 341 L.F. - 1" WATERLINE ---�- ---- , �IRE CNIc - ' 10 t. C r- w� 0 10 20 40 ,. PVC CLASS 200 , • "•_1;tp , A CLEANOUT (INLINE N - NN * IE=117.07 TO Mr 05 W/3/4- SILLCOCK AT - 1 inch = 20 ft. PICNIC; SHELTER OA ^ � N t - �� 4� R AIN L=54.6 MANUFACTURED BY �,- REMOVE EES ..-' �11 17" DED " LEGEND VALVE MODEL o � (2 EA.) � 15' DED -= 1 0 T•-546VB m ��� �-CLEANOUT 4" STORM DRAIN I IE-t1s.t32 NG)I ES: EXlST1NG E �`'� i 9, `+� PRE BUIL /� 43.47 SAO. 21 COMPACTED PER AASTO T- / �� .� r 27" FIiZ 1. CONSTRUCTED BERM TO BE / ELECTRICAL 0 -o I , �, 99 � PANEL —�,vAULT I t ,�' � ;! GABL 16' OA � 3f" .. t T" UcD EXCEPT UNDER CONC. SLABS. 3" O K t - � 2. ALL LANDSCAPING AND IRRIGATION / T 5 �� _l 4" N D K Pi I0 BY OTHERS. PA VIL10N .DR TYP. 14" PINE SEE PLAN 4� 1 � 1 L.F-' I ►4" DE/ I / � ,. I WALK•NAY � - CON !T p i IEL INLET S� -+----- ■y !. TG = 113-90 , " IE 111$.50 14" 2•t" o, ,' 6" STORM DRAIN �D x �v X Zv t L=54.00 S=0. STUMP-SU, N ��. _ , Ir j / 20" MAPLE GCS (;C EM VE *ES f NL-N 6 ,CONC. _ X ^� E .) (SIDcWi K- �`�� -L vc� CONC. A � - v r•-- =� i �,, 1cs SECTION A—A EX.,:TING , LAY STRUCTURE AREA / OAK . _ f 18" DE I � 1- ��„ 2p N.T.S. 2 I —REMOVE ETRE (2 EA.)I - - - I + - _�__ . � ",DES WAPL�y-" \ \\ 0 22 OA{�-, '.�' � j" ' ,. . -.. 6' GONG• SIDEWALK t 1 I r`•. — . ^5" PIN 121. X121., \ 12" CURB ?7T D�S I•t h,�•'•• is.a.,a!C•.•{%tJ iat w-':, ,:r:i�W%'� 'r -;.)' .••. r ;..i••y,•.•.�•.,. 2tI" CEDAR • �• I �, 9" f- \` ,l /—EDGE OF VEGETATION 'A 38" PAiR ,� ./ • . - , ---' 19" ED x AREA •� . \ 4" CONC. -0 CRUSHED ROCK \SGC \ 8" -- SCARIF;ED & RECOMPACTED SUDGRADE P/Nc 11 PINE" `` `�• �. \ TYP. CONC. SIDEWALK SECT10N r' ,.--� _-__ _,.,,r_ _.:.-•= �,•-"- CD N ■ 8" FIR ` >� 2-T DES y T MAPLE co MAR 2 3 1999 ego�Z~ KAMPE ASSOCIATES � � •''•• •••• KArVIPE Ia5S0(;., IIVG _ PACTRUST S.W. IUPPERCBOONES FERRY I ROAD P11i� ` ���. 1NFFss, COCK PARK IMPROVEMENTS PORTLAND, OREGON 97224 \ G 6 — _—_- (503) 624-;277 • 800 456-5719 ��XP12�31 9 o• 9 ENGINEERING MANAGER GAZEBO CL FAX 503) 624--7370 LL -- _� __ -Y PLANNING • LAND SURVEYING • CIVIL ENGINEERING' l et, SITE GRADING AND DRAINAGE PLAN U-i3/22/Q9 ISSUED FOR CONSTRUCTION STRUCTURAL ENGINEERING • RAILROAD ENGINEERING �p t 1g?� O �t^ �� CITY OF TICAf�D ENGINEERING DEPARTMENT FILE NO. (7WG NAME: SHEET ._ _ __ ___• • PROJE"C1:98-0;2 5CALE' 1�.?0' gCCON�P OREGON 13128 S.W. MALL 6LW,DRAW►NG 980320 DIMV BY PRT nvAao. ONE004 07213 _ N0. DATE REVISION DESCRIPTION DAIE•3122199 GKD 8Y,• VJA w6wol i N CAD DRAFTER OK 664-7297321 98032D.DWG C 2 " Q _. — voce teo�) a -7491 (sw) BUP 1999-00402 1700592 NO AVENUE 5 OF 19 ,r ' If (his notice I.r t • pears clearer than file .SUN 0 Z 2000 ument, the docusuenl is of marginal quality. I111CT1111 f I11C(f I: �T�l�ljl IjIjIIIIIjIJI i Ijljl�ill;1 Ii ;I'I(f; j Ijl; �I i{ill ! ijiji(i f� li i Ijljl�i IjiMlji 1 jl�i ijfll�i IL�'i,. II' INd l MAGE 1k, Rx+nw► -�- _ ` i li�fi Ilt}1ilIlc!. @ I I lIIII I, IL: I !1!II�I lil,l.Lllll!•.,l�ilt{ill,!!Il,s !!I, ►ini,tf�i , ll1•,.,„IISII ,•.,}11�1„l11,1i�„I..,l !,!I!{II{,I,I,IIII{,!'!If!I{{91jn1!!I. ', ' 6" 36" CLEAR 4" CONC. ' --WALL CAP TRANSFORMER NEW PANEL-- __ N� PAD AND METER I _ �1 rw ------- -- 12" SPLIT -- #4 BARS AT �o 48 O.C. VERT. FACE C.M.U. 6" CEDAR T' W/ STD. HOOK �-_-_ , 44 r , l—JOINT REINFORCEMENT j - \ • 1O ;•� g GA. CROSS WARE _TB _ 3 '"' �{ _—%� _-- 4' __�___ AT EVERY OTHER JOINT _ j _. —_ Y BARK PA - I --FINISHED GRC`UND Ilk -EDGE OF E TA 17 r f / --' io 16" WIDE X 8" THICK2" DED " 4-fCONT. CONC. FOOTING -� wI(2) tY4 BARS CONT. J - ,��� _ CONTROL RT X21 - ` \ 16 LA BARS O 113 O.C. CAP " WATER INENEW 6' LATERALLY '".- i � � � \ � ,SIQEWALKONC. ��� / O •OQ �I � \ . � \ PLAN VIEW SECTION A—A a ,• �o fo 2" MAPLE 521 EDGE OF VEGETATION TRANSFORMER PAD. v •� .'' • It _ —R41 OCA TE TREE 1 NEW TRANSFORMER �� / {� wo , AND PAD BY PGE r 1...-20.00 L. �� N W/4' NIGH SPLIT FACS Ohl 4" FL00 �0 D ' I � V! C.M.U. SCREEN WALLItK ,�c°�� DRAIN �� J SEE DETAIL ABOVE---,,, �\ 136 L.F. N // • `� � /f, . 2 CONDUIT w ' — 56.64 L.F. 6" CEDAR 3/4" SILLCOCK ,' c6 • s f 4 RAIN DRAIN ` MANUFACTURED BY OSTS ' 116.50 ` LEGEND VALVE MODEL _ _ '�� DR T--546V8 OR EQUAL O /� / 4 _- B" 'CE AR WOOD COLUMN '� A _ r " _- ' ,. " -CLEANOUT d _ ' 1 X 3/4 REDUCER X_ N P�J1� IE=114.56 SOC' 96• 7- - ` ' ;, T PLASTICX001 ' .OP OF BANK CONC. SLAB. /ACNE BOX W/ LID 12" BOLLARD (TYP.) • • . . • , •, - =J � .� J/ � i � _ _114— — _ _ _ _ _ PROPOSED 4 • +- - 14 SPORT COURT / - - ';,�, RIP-RAP -DRAMMGE -5" _CEDA % b CI.•ASS 100 i - BIOSWALE OUTFALL CONC. PIER— • , — GLOBE VALVE \ I - 113 A\� %q MANUAL __J14 r I - _ _ _ MEAN ;• DRAIN VALVE �/4-�_' _ - ` n�e - - ' - ANN( Ll - HIS. 1/4 �-- 1" ';�IATERLINE \_1" WATERLINE GALV. SCH. 40 PVC CLASS 2C0 �' \ ' G� • , ' i _ - _•, �- .. � - , , / Ria HOSE " BIB DETAIL�— / � � N.T.S. r \ _� '---� BELCH jam`"-" _- GRAPHIC SCALE RIP-RAP � CLASS 100 \ 20 0 10 2.0 40 OUTFALL � , r ._� /' ,' rid. \✓' b 1 inch = 20 ft. - G �► a / - ' NIP � �o NOTES: ' / / , , ' , ' ' , '�•'' �G'. I `• / �P� 1. ALL LANDSCAPING AND IRRIGATION VL �`�1 BY OTHERS. � � •� �` ~ ^ � �� '' - -- ' - - � �/ SPP BE H� - :- - P� 0 10 •�____-G lP -r +r� I ,.I PIcyuVATF1p 1 3 MAR 2 3 1999 I , KAMPE ASSOC,, INC. _ KAMPE ASSOCIATES z _ rt -- PACTRUST BUSINESS CENTER - BUILDING C 16154 S.W. UPPER BOONES FERRY ROAC � PRFs COOK PARK IMPR �; E ",� L .`J �' S PORTLAND, OREGON 97224 � �1 !NF,�� �y (503) 624-7277 • 600 456-5-'19 d 12.221 ` ENGINEERI�IG MANAGER ---- LOWER PICNIC SHELTER `� -' ----- `-- — --- FAX �503� 624-7,570 vp 2-31-99 r 11111 SITE GRADING AND DRAINAGE PLAN PLANNING • LAND SURVEYING • CIVIL ENGINEERING nRecory STRUCTURAL ENGINEERING • RAILROAD ENGINEERING °Fc , ���� O ® 3/22/99 ISSUED FOR CONSTRUCTION ---- — " Lc O CITY OF TIGARD ENGINEERING DEPARTMENT SHEET -- — ACi,OM OREGON 13125 I.W. MALL BLVD. FILE NO. DWG NAME: PROSECT 98-032 SCALE.- 1 =20 � P DRAWING:980320 VON BY.PRT ,�, ---- HARD, ORE©ON 97223 • 0 NO. DATE REVISION DESCRIPTION VAlE3122199 CKO BY.• VJA CAD DRAFTER MM- �Soe) 539-4171 98032D.DWG -- FAX: 503)) 564-7297 RUP 1999-00402 11005 92""AVENUE F OF 19 2000 If this notice appears clearer than the JUN p 2 f ' �cument, the (kcunlent is of marginal quality ' . I»Ic�r�;illnlecl a` 1T(1 (lll�lillllllllilil!. I,{ C1"1r1 � iil;ililll ( � t ,.� "1551 II ' � IIIIIIIiIII ' 11'51 ► � � i � I � I , 1 I � ,�i �l i � , ! tOCH MARC m CH IMA M I I T 14 _- - III IIII!II'I,1111��111111 I I III [,[ II�II!!.IIIIIlIII lll!t!II) I1I!!!iif I I!1{IIIIiI!I� I{5111 l�EI !ti!!!lli{1 !�l!Illl!li�il IlN lilli!11111{lI�fIIII!!!IIlt11'!!!!Itt�!111!l�III!Itl!Ililiiii{{ li ;irill'R!;'; 1 SIII!`I" !I!'!i 1;11�!I!i.!;I11!il!I{!,{�I;IIIIf!flll I{ I Illlt! 1 .. _. . _..�...._- 1 ..1 1 .._ . I I II II { ! ! r II i 4 I GENERAL NOTES A REFER TO DWG E8.0 FOR GENERAL A NOTES. B ALL CIRCUIT BREAKERS IN THE SOURCE 240/120V PANEL SHALL BE GFCI RATED. 1 KEYED NOTES 1 PROVIDE AND INSTALL (7) NEW 1P---20A, 120V GFIC CIRCUIT BREAKERS IN THE EXISTING PARK PANELBOARD. MATCH SAME TYPE AND RATING Of= EXISIING BREAKERS. f 2 PROVIDE AND INS1"ALL (2) 1 " CONDUIT FROM THE / EXISTING PARK PANEL TO THE NEW GAZEBO STRUCTURE PER THE LAYOUT DRAWING FOR THE LIGHTS AND POWER PLANS. �- .3 ALL. CONDUIT STUB—(JP FROM THE SLAB TO BE RIGID CONDUIT. , O _ .1CIVIc- LEGEND p R � ' CONDUIT STUB--LIP 0 2 N )1 PVC PANEL/METER COMBINATION 1000 / 120V,1 ?,20A,NIEMA 5-20R 4 OCU GN D RECEPTACLE O . E PANELBOARDS OD „ 0 P 240V,1 ?,20A,NEMA 6-20R ( QD - 2 1 PVC / \ RECEPTACLE ( 2)200A MAIN � � p' 120 2��OV E � � �� ;' � RIGID CONDUIT JUNCTION Box, J-BOX -�- _-aSUB-- UPT VAGI LT `-- GROUND ROD ....---- _..--- ��' U n d e r g r a d e — E gN ------ —" ElectricalConduit NEW ELEC•CONDUIT — -(N) 1 'PVC •` , � ���� � 6#1 OCU �� 3#1 OCU GN D 1 1 --A 0 / I STRU TURE AREA OAK PR --� J / 12" (CURB --- — — _— a OREGON,oy I, 1 pr? oTr1) ���� E• �E�� MAR 2 3 1999 EXPI►,t ,: 12/31%x'9 s . �\ I 9803 KAMPE ASSOC., INC. � COOK PARK_ _ _ _ IMPROVEMENTS 0�������� ENGINEERING MANAGER GAZEBO INSTALLATION 1%1 " ilmmmMa A PARTIAL ELECTRICAL PLAN 20585 SW T.�' HWY 355 A OH ORECCppNN 87006 (5o��)sa1-1ss�` FAx 1(503,649-'d1.39 CITY OF FIGARIJ ENGINEERING DEPARTMENT ISSUE FOR BD ENG. BY: PEg OREGON 13125 S.W. HALL BLVD. FILE NO. 98150 DwC NAME- SHEET tl DATE:12/29/98 G'•'�N BY: MK nGARD, OREGON 97223 —'— CAG DRAFTER VOICE: (503) 639•-417198150E1 .0 E1 . 0 FAX: (503) 684-7297 DUP 1999-00402 MAR 1 91999 1100,592 WAVENUE 70F 19 If this notice appears clearer than file JUN 0 1 2000 ' �<< d rament, the document is of marginal quality. 11C1'Otl 111 Ll I'� Til I !�! i(III I I i I I I I►Ilf 1..1-I' �'I I !� � ) I ! I I ! I ! 'I'I !" �.�,p �� � � i�j j. 1�j �. j. � Ij . . ��,1 � d I,y ;' IFFQM MAOI IFI CMIFlA ,. 17 to 111 _. .,Il!I,Illlllllt�llljl. !11(III,�II,„,III,� Ij�,jj�:jl^ .IJJIlJIJI"11[mmi!_:i� Ifl 1111114lllfif}�liLlil�J�illf�lJil ljf�,iltll�ii�Ili,�,Nlt�illi Iltllilli��ll11 ( !•! ! k114! Il ! II! '1.'i�ili i''`"Hlm. N R I 7� ' o ,_.._ n• 1 - 1kI I 1Fi 1 I ,y 77d i✓r ,1 At Pow Ell rill .. .M, 4 ,P .... LEGEND GENERAL NOTES CONDUIT STUB-UP A REFER TO DWG E8,0 FOR GENERAL NOTES. PANEL/METER COMBINATION B ALL CIRCUIT BREAKERS IN THE SOURCE 240/120V ' ZGY', i?,�OA,NEMA 5-20R PANEL SHALL BE GFCI RATED. RECEP TACI_E 240V,17,20A,NEMA 6-20R RECEPTACLE _KEYED NOTES__ JUNCTION BOX, J--BOX 0 GROUND ROD 1 PROVIDE AND INSTALL 120V, 20A WEATHERPROOF- `` RECEPTACLES IN LOCATIOS SHOWN. CIRCUIT AS SHOWN, Under1, E 2 PROVIDE AND IN;i ALL (2) 6 LF, 120V, 2 CKT, TRACK Electrical Conduit LIGHTING SYSTEMS, LITHONIA #T4BL, #T2BL, AND TA4 STRAIGHT FEED CONNECTOR, FEED THE TRACK LIGHTING SYSTEM WITH LITHONIA 4TA1 FEED CANOPY, SECURE THE TRACK SYSTEM TO GAZEBO] STRUCTURE A� REQUIRED CC• TC MAINTAIN A MINIMUM OF 10'-6" ABOVE FINISHED FLOOR. ' 8qC Op\ 7 KOFCO �3: �dGF�'\ ,_ 1 3 PROVIDE AND INSTALL (8) NEW 250W PAN38 SPOT CUM 3�w 5 - 1 2 �g - 121-31. — 51- 1111 INCANDESCENT FIXTURES, LITH❑NIA #TP38BL WITH ADJUSTABLE BARN DOORS, LITHONIA BD40, MOUNT (4) TOc� (4 , R00il�3 It egCK��\ \`\ FIXTI_!RES PER 6 LF OF TRACK LIGHTING, 3 " EMT C46�� /3; �OGF CO, �'�� /G, r, 4 PROVIDE AND INSTALL (4) NEW WEATHER PROOF 120V, # 10 CU -'� egCK�C O C e '' ��� 20A, LINE RATED LIGHT SWITCHES IN LOCATIONS SHOWN: 2# 10 GNI) J {�FcO C TO \� / 25 G\�r��NP 33,351 / ,� w' i' WP (f 4" CONIC, SLAB WITH G" X 6" vw / 3/4" EMT y 4# 10 CU # O W.W'.F.; FILL A3 REQUIRED (NF) I / 2# 10 GND 127 - - �� // 29,3 %, STYLE-D ROOF i t/ \ J \ v I � ��� � ✓ \ .'� � �� EDGE -a` 2"X 8" 545 CEDAR FASCIA (N) G' TRACK rR/� �'� \ \ / 3 �l \\ LIGHTING \ � I � � (N)TRACK \ 42'-011 —�--� 1��C SYSTEM `` I / LIGHTING ,� `6 -17-5� - - 1 7'-5$' 31.6 11 ��- /---TO STAGE LIGHTS SYSTEM \ �\ 5" X LAM. S.Y.P. --� N)L1GHT SWITCH FOR STAGE o - - - - - - (A- 1 )— — — — -- — —� — — — J (A-1 )— — — — — — ��' 27 ARCH C.C.A. .40 RET. LIGHTING CONTROL @ 48" Affc wp (N)GFIG RECEPTACLE @ 18" AFF (N)WEARTHER PROOF J-BOX ANCHOR BOLTS ('�F) (N)RGS CONDUIT (N) G' TRACK BACK OF STEEL BASE LIGHTING / � 5110E /•� 221�_ 4 0 . - �� 644 BARS (NF) 0% (N)PVC CONDUIT '- �� ia. 'I. 2'-0"0 CONC. PIER (NF) I LLJ. J #4 STIRRUPS I I-GI' O 23 12" VERT. O.C. (NF) —_����---- \ 5" X LAM. S.Y,P. � A PAOFF ,. ARCH C.C.A. RET. 1 , SPEF� y C—R_05-5-- 5ECT-I- O--N --S-CALE: 112"= 1 '-0"?r6-O 2'_0 G1- 1 14'- 1 O." 14'- 1 G'- fill A0 BACK OF COLUMN TO SACK OF COLUMN 40'-011 I __ _— __ 42'-0" ORECON GAZEBO LIGHTING PLAN SCALE: 1/4"= 1 '-0" G& EBO POWER PLAN SCALE: 114"= 1 '-0" /P �, B� P P I M T F11) 12/31/99 MAR 2 3 1999 KAMPE .ASSOC,, INC. COOK PARK IMPR" (')0 "VEMENTS ��►`�Il�tJL��I� V ENGINEERING MANAGER GAZEBO INSTALLATION _ _ STALLATION ELEVATION/FOUNDATION DETAILS 20565 SW T.V. HWY 1!355 ALOHA OREGON 97006 CITY OF >-I G A R D --------- -------------- (509)6/2-1999, FAX (503) 49-5139 ENGINEERING DEPARTMENT SHEET bSS IE F�JR BIUp NC JY1 j OREGON 13125 S.W. HALL eLw. FILE NO. 98150 DWG NAME: A i 112/29/9 W Y1 T1GAR0, OREGON 97223 — — 981 50r-2.0 C r 2 .0.O CAO DRAFTER VOICE: (s03) 839-4171 FAk (b03) 884-7297 BUP 1999"00402 AR 1 91999 17005 92 ND AVENUE :)F 1y •' 7r ell If this notice appears clearer than the JUN U 1 200 ument, the document is of marginal quality. 1111crol'i I mcd (TjfjIjIjI 11iII11111 �i i 1�111II�IIIi> 1. ��.1� i� III 11+x, ) ,� 1I1Ii � f�il:Il�ilill ItiI111Ii1110 IIIIII111111111 9167 71 I fimimII INCH MAD! m CHN1A {LI )I1 1 III II II I III II IIlI!!.!I I I IItII! !1 !!!!:!! II!!I! I (I!ItI1NIl11 I!I I i !! Itttlll ;r{I... i t I r itIf I I. ! I 1 1111 m1+ n I rI ( ( I n1111.,, 111,11 11 11,1.. 11,!!11111 !!1111 111111 I III. ,, 1!111,1 Illililllli{,Iti.,lll..tl!llllth I, III! ILIlI{tuihlli,1�11{l,,...1 I II I! ,1 !_ I III !{{111 I - 0, ..4:14.NV'.LI•A. ,i .,, 4,.. ... ,. A. ... ..u:. .. .. ..,._ .. . .._:... .' ..•,..., ,i )i +'++Wo-.a: '' y1 .. ..JM,••1Y., .w n i4.. .N wKu,_, .l.161afi1Y. M.N , :y, ..:: .',.,•M.:«r.p:•y...4' V'✓�'`�•.:� YL...yl« - .. ,�1 ,Wv4:A•.' .. :. ..': ,. kl' / r t i '. r- i „. Ili I Ali a" I GENERAL NOTES I A REFER TO DWG E8. 0 FOR GENERAL NOTES. j (E)BACKBOARD M: _ _.___._ _------_— — _ -- —____.�� �_ __ - �_.._.• .. _ , vX14 I (E)200A (E)200A MAIN MAIN ) i I BKR BKR (EE MET R II PANEL PANEL BASE I - I i �+- - (E jGFIC RECEP 1 ACLES 3x3 WIREI AY I _ 3x3 WI �EWAY _ r C CESS E04710 (N) I"C FOR 1 7 10 LIGHTING E4 ,. -.-(N) I"C FOR 131 14 5 8 I1 POWER I L—! 5 8 11 ENCLOSURE 2 E 3� 6 y I 3 6 9 � P12 y (E)GFIC RECEPTACLES (E)GFIC RECEPTACLES BEHIND COVER BEHIND COVER , EXISTING POWER DISTRIBUTION ELEVATION FOR BAN® STAGEEXISTINGA E� INCOMING POWER ELEVATION EOZ NOT TO SCALE NOT TO SCALE E02 ii t � PAOFF 7 E9 OREGON- PRINTED MAR 2 3 1999 EXPIRES 1 31/gg KAMPE ASSOC., INC. L 12WARO COOK PARK� IMPROVLiMENTS I C ENGINEERING MANAGER GAZEBO INSTALLATION 20565 SW T.V. HWY 1355 A OHA, ORC,30N 97006 — DETAILS (503)642- 1995, FAX 503)649-6139 CITY OF TIGARD ENGINEERING DEPART,,..ENT — ISS IE FOR JO ENG. NY: PH FILE NO. 98150 DWG NAZI SHELT �� 7 OREGON TIGAR S.W. HALL BLVD. OA : 12 29 98 DWN Y� MK ncARn, OREGON 97223 E3 . 0� • O CAD DRAFTER _ VOICE: (503) 639-4171 FAX: ('503) 684-7297 98150E3.0 BLIP 1999 00402 MAR 19 1999 1700592 AVENUE 9 OF 19 J ' � •, ,t;. If this n lice : rpe rs clearer Ih:ur file DUH 0 QD � >~ I microfilmed,; �; •.; umenl, the drtcrtment is ofm:u•marginal c ustltty. x i lil IIi ! r`TlI f1!1, 'f I 1 1 "c" "Am m CH � 1!1, 1 111 ► III! CIliIiil f li l I iI iII.I�I III. I I I I !II I ll!il lI l i l I! ,.{l I�I11 III I, I - IliiJ�ll II �'tl t IIJE!III Illil t I I!t! IIIIIIIlII !!llili!III I i!Illilll ItiElllill �i Ili! !�!!�!IIIiIIIIllllf{!III,IIII!!!!!Itllllltllllllllllllltlulh I lc,::-IIli i I !I 11!'.! . . �� ,. � �Yt �!���1� f,..' Ill mum _ . .. :_ .,., , :..,...,....:��Aw►Wtw�iSod<ws��IiY��.:�kwfw�k: . 1 r. n•rM-a {�p:,:r�nc. diiii:BArt':$; e_ .•k k,< ,r .. : 01 i 1011 !A if t(fa•.T.Jufia 41;•:-.'„ :.,,:-.;fir'..._ .,K ._ _.._. ... .. .... M 01,1111,11 v....... .......m__ M GENERA. Nc�'AES A REFER TO DWG E8.0 FOR GENERAL NOTES. r PANEL 120V/240 VOLT 3 PHASE 4 WIRE ZOO AMPERE MAIN AIv1PERE BUS PANEL , NEL 1 20V/240 VO'_T 3 PHA�F: i WI(; I _ FED FROM: _u AMPERE MAIN AMPERE BUS LOCATION: LEFT SIDE MOUNTING: LOAD: KVA AMPERES LOCATION: RIGHT SIDE FED FROM: MOUNTING: LOAD: KVA AMPERES CIRCUIT CIRCUIT KVA LOAD UUi LETS E,l OUTLETS KVA LOAD CIRCUIT CIRCUIT CKT LOAD DESCRIN'i lUN BREAKER BREAKER KVA LOAD CK1 r ;. i ,' , No LINE A LINE B LINE C REC LiTESPOLE> TRIP A B C TRIP POLESLITES REC LOAD DESCRIPTION NO No LOAD DESCRIPTION OUTLETS LIREAKER EREAKER OUTLETS KVA LOAD CKT _ LINE A LINE B LINE C LINE A LINE B LINE. C REC LITESPOLLOAD DESCRIPTION 1 X.X _ - y 1 P-20A 1 '%i - i - 1 P-20A X.X X.X 1 P-20A 1ES TRIP A B c T21P POLESL.ITES REC LINEA LINE B LINE C NO � ' 1 P-20A x. x 2 _3 1 P—')OA I IP-20A X.X 4 ;�.X 1 P— ?_OA - i X.X ! P-20A _ --_ I P-20A X.X 6 _ 1P-20A --- 4 X. Y 1 P-20A 1 P-20A — X.X 6 7 _ 1 P-20A _ 1 P-20A 8 _ _ - " `9 - 1P-20A IP-20A 10 1 P-20A� - 1P-20A 8 _ _ 1 IP--2 OA 1 P-20A 10 _- ---- 1 P-20A - 1 P-204 12 11 1 P-20A - 13 SPACE _ _ SPACE _ 14 13 2P —50 _ 2P-30 12 5 _ IP—?OA 1 P-20A 16 15 _—_ — _ — SPACE — -- 14 l 1P-20A — 1 P-20A . 181 1 i' SPACE 16 _ SPACE 18 19 1 P—20A _ 1_P-20A `— - � 1 -- — 2G 19 SPACE_ SPACE :) _ ., 2 2 11 2 3 - — _ RE=CEPTACLES 20 — -- _ 22 24 23 { * 25 RECEPTACLES _ 1 20 6 — — -- -- -- _ 24 - — 2 2� 26 * 27 RECEPTACLES I 20 --,.- O — 28 27 --- — --- — * `-,g LIGHTS 1 �0 - --- — — — 28 * �- — 3 0 Z g I -- -- - --_ :30 31 _ LIGHTS 1 20 _ _ * 33 _ _ LIGHTS , 20 - - ---- - - 3�' �11 - - , * 35 LIGHTS I 1 20 -- - - 34 33 - - - 37 J 35 - - 34 38 3 — 36 9 -- - _ _ -- 40 38 4 2 40 41 SUB-TOTALS - 42 INUTES: LINE TOTALS: * NOTES NEW 1P-20A GFIC BKR. LCL ADDER: NO I i=-S: LINE TOTALS: TOTAL KVA: - LCLADDER: TOTAL KVA LOAD: — TOTAL KVA: TOTAL KVA LOAD: — t 'I. ak ^�74 ' {w I''RO�F� N � �y b17PE'9 r r ORE30N PRINTED 17 MAR 2 3 1999 Ems: 12/31/9 KAMPE ,",SSOC., INC. �©V®I/^F*w COOK PARD IMPROVEMENTS ENGINEERING MANAGER GAZEBO INSTALLATION PANEL SCHEDULES 20565 SW T.V. HWY +355 ALOHA, OREGON 9700E (503)842 199 FAX (503)1349-6139 _ CITY OF TI G A R D ENc,r` ----- ISSUE FO B 0 ENG. 8Y: P ' _ERING DEPARTMENT FILE N0. 98150 DW(; NAME: — 51IFF r DATE:1229)98 6WN BY: MkNF —`--__ OREGON 13125 S.M. HALL BLVD. TIGARD. OREGON 97223 E 4 . 0 .. CAD DRAFTER - VOICE: (503 639-.4171 981 50E 4.0 Fax (503 665-7297 BUP 1999.00402 17005 92ND AVENUE 10 OF 19 If this notice appesu•s clearer 111:111 the JUN 0 Z 2000 r• d{' cuntenl, the document is of marginal quality. I111C1"O11II11Ci.1 1 14 I��11IlIlI ;jlllllllllll i Illll�l�{���� ,�..��� _j.�jlll,ljl� lCllil;I�l;li if J11l 11,01,11111 jiION, 1=,{1j(IMll �i�Il.11�llil111 elfI!�iil�Il! 6111 11p . . . L._ .. nti+111111 Ill,in. l.I. . . . _ ll� n � ll . . :ilsss sIIIIIjcIIll 111111. .. '! I (E)PGE — — POWER VAULT LEGEND GENERAL NOTES CONDUIT STUB--UP ,r� /! __•. (N) PULL Box A REFER TO DWG E8. 0 FOR GENERAL ROTES. # 100 2 3 PANEL/METER COMBINATION # E "120V,1 ?,20A,NEMA 5- 20R �i 22,,Pv — - PB RECEPTACLE lel 240V, 10,2_OA,NEMA 6- 20R KEYED NOTES RECEPTACLE 1 COORDINATE WITH PGE FOR CGNNECTION TO I' JUNCTION BOX, ,1-F30X u PRIMARY TOVERCURREP- NOTJEPROTE VAULT. ALL Y PGE, I COORDINATE W1TH BRIAN MOORE AT THE PGE WILSONVILLE BRANCH ( 503) ,570- 4406. REFER AROUND ROD TO PGE JOB #64112. 2."Pvc Undergrade E 2 PROVIDE AND INSTALL (N) 2" PVC CONDUIT WITH Electrical Conduit RIGID ELBOWS FROM THE EXISTING PGE POWER VAUL TO THE NEW LOWER PARK 15 KVA TRANSFORMER PA INSTALL NYLON PULL STRING FOR FUTURE USE. O ` 3 PROVIDE AND INSTALL N) 2" PVC CONDUIT WITH - `J RIGID ELBOWS I­ ROM A (NEW PULL BOX # 100 TO TH NEW PULL BOX # 101 LOCATED NEAR THE LOWER PARK TRANSFORIIAER. INSTALL NYLON PULL 1 STRING FOR FUTURE USE, (N)PULL 4 PROVIDE AND INSTALL (N) 1" PVC CONDUIT Box 101 FROM THE PULL BOX # 101 TO LOCATION # SHOWN FOR FUTURE RESTROOM. 2 5 PROVIDE AND INSTALL (N) 2" PVC CONDUIT cLEEVE AND CAP FOR FUTURE USE. t6. 0 2."PVC 6 PROVIDE AND INSTALL PULL BOXES FROM (2)2"PVC THE PGE VAULT TO THE TRANSFORMER PAD i AS REQUIRED BY SITE CONDITIONS. 2"PVC 2 (TYP.) " 2PVC i' ,.. ; (5Z,, „ PVC r---- ?. o c i I � \� COVER / (3)2"PVC NO. 3030-P a i \\ - 4 (2)2 PVCPASE / / OCA NO. 3030-B 24'0 00 m I000 �D PROF 1:eoo 9, 7P E --U .a OREGON ExPtAEs: 12/31/99 PB ° _ \ 2 :� UTILITY PULL BOX - UTILITY VAULT # 3030 LA PPINTF ; ---------_� � E5.0 NOT TO SCALE � —_� � ..�_.—__ __�.— _______ MAR 2 3 199Q A KAMPE ASSOC., INC. 0 �-� PARTIAL SHELTER _ OWER PLAN _ C��r�r0v1��s�A�R�r�N COOK PARK IMPROVEMENTS LOWER PICINIC SHELTER INSTALLATION NOT TO SCALE ENGINEERING MANAGER Mramimmomm ( ROAD 20568 SW T.V. HY 1366 A OH REGON 97006 (5@3)642W- 199 9, FAX I(5@3�'6 9-6139 CITY OF TIGARD ,-y '-- _ ---- - -_--- —T-- - ------ _ --_ -- - EN,�INEERING DEPARTMENT SHEET lssuE Fo P D ENO. BY: PE g FILE N0. 98150 DWG NAME: DATE: 122y�98 DWN 8Y Mi(p _ OREGON 13529 >.W. HAI BLVD. _V -w TIG )OREGON 97223 98150E5.0 E5 . 0 CAD DRdF1ER VOICECE:: (90503) 839--4171 FAX: (803) 884-7297 w BUP 1999-00402 1700592 AVENUE No MAR 19 1999 11 OF 19 Y• nn If this notice al5pears clearer (111111 the JUN 0 Z 20Wnn umenl the document is of mar iiial ualil�. y Crot l!I11CC1 mi , j! (I�I � i�l�l I �1; .�Lliili,.i�i...� INCA MAO[0 f.HMM j.. 1 I11 I I t � f ' � •r ,l � t1, 1 1 _ 11 � 11 11 1 I11.11�11.1 {llll�. llh�l .111111!!1 Lt..11l!)l,.a,Jll11.II 11,) 11tt1liill IIII�1111 I!lI�II11l�itt�l,!I 1+.;! Iullllli�lul..,11 lIllliilll!II1111!I'illll!!!1!lIII!!I! �tll!!n�lllll� III11 +itIltl�i,;, , 111, _ll I !,!II„1I,,oI11:1,111i111a11 i„I(II)lltlt�sl N . h I. Il 1 1 r,i�c• o 4 GENERAL NOTES NEW 6 CONC A REFER TO DWG E8. 0 FOR GENEktAL NOTES. ° ° SIDEWALK B ALL CIRCUIT BREAKERS IN THE SOURCE 240/ 120V NPANEL SHALL BE GFCI RATED. , c KEYEDNOTES 1 COORDINATE WITH PGE FOR CONNECTION TO THE EXISTING PCE POWER `v'HULT. ALL -% PRIMARY OVERCURRENT PROTECTION BY PGE. — 1 "F VC J ! , _�� 103 CCOORDINATE: N?TH BRIAN MOORE AT THE PGE '� V41L.SONVILLE BRANCH ( 503) �-70- 4406, REFER 'TO (12)# 0 U 1 —�! .— — — -0 `\ —i � PGE JOB #64 1 1 ?_. 1 #10 GND � ",- �`' ; • 'G 2 COORDINATE WITH PGE FOR CONDUIT STUB-UPS. / ALL STUB-UPS TO BE RGS. REFER TO LAYOUT PLAN FOR LOCATION AND GRADE OF TRANSFORMER PAID. NEW TRANSFORMER 2'P VC, 3 0 CU 3 , �3 / �1 ° , - J _ - ' 3 PROVIDE AND INSTALL (N))2 PVC CONDUIT FROM THE / TRANSFORMER PAD TO I'I F NEW METER ENCLOSURE. 1 # 6 CU GNU � , AND NAD BY PSE � �' ` _ - ` 4 PROVIDE AND INSTALL-- NENNN COMMERCIAL SINGLE Wj4' HIGH SPLIT FACE 6 � PHASE, 3-WIRE 200A F� l) A ED 1 ?_0 240V, NEMA 3R � �° - ` METER BREAKEf PANELS NIT-F-132CIRCUITS. C.M . U . SCREEN WALL_ /� — ' `\ TYPE CUTLER HAMMER_ CAT #�,NMB2.032405 OR SEE DETAIL / �\ , EQUAL. METER BY PGE. PROTV.DE A 80A MAIN BREAKER. / � • . �� ' - ADJUST THE BURIAL DEPTH OF PARK POKER CONDUIT TO ACCOMMODATE CHANGE IN SITE � _ (� - , , — GRADING FOR PARK. COORDINATE WITH LANDSCAPE � N ) � 8 �D �'�E - � o- _ - ARCHITECT. PRIMARY FEED o - %'" 6 PROVIDE AND INS T ALL (N) I"PVC CONDUIT FROM THE NEW 4 c9J \ "� 200A PANEL LOCATION SUB TO 4' BEYOND THE WALL. BY PCE / CAP END OF CONDUIT AND MARK LOCATION FOR FUTURE USE. -� O POSTS /�� 7 PROVIDE AND I ST L A BARE 4" CU GROUNDING ELECTRODE. J ®— BOND TO A 10N -Y4 DIA. COPPER-CLAD GROUND BY MEANS OF EXOTHERMIC WELDING PROCESS. 2 1 O ( N ) RIGIDCONDUIT LEGEND S TU P - UPS ( TYP , ) CONDUIT STUB—UP O PANEL/METER COMBINATION 120V,1 ?,20A,NEMA 5-2.0R RECEPTACLE 240V, 10, 20A,NEMA 6- 2OR I BOLLARD ( TYP . ) RECEPTACLE I _ JUNCTION BOX, J–B0, 16 0 I V GROUND ROD P VC I it Undergrade -- --E---- " BASKETBALL POLE 1`\'PVC Electrical Conduit -----0 ', ABBREVIATION i FF FINISHED FLOOR METER NP WEATHER PROOF SECTION I 15K VA I fI PGE XFMR I XI--MR PAD ��� ---- ----� l I 240/1220V D PRO PANEL G NEF�`�sip wN Fq � r _ bA PE CMU WAI. I_ REFER _ EON I r ARCHLANDSCAPE APE '4y/ l�c. 17, PARTIAL SHELTER POWER PLAN 2_ TRANSFORMER PAD MAR 2 3 1999 xPR�Es; 112731�E 6 .0) NOT TO SCALE E6.0 NOT TO SCALE KAMPE ASSOC., INC. COOK PARK IMPROVEMENTS c3ra iLiUrlimm ENGINEERING MANAGER LOWER PICNIC SHELTER INSTALLATION Nmilmmo m I PARTIAL ELECTRICAL PLAN 20565 (W T. 2HW 1355,xA�5°03�,BOR a ON 97006 CITY OF TI G A R D ENGINEERING DEPARTMENT SHEF_:i .. OREGON 13125 S.W. HALL BLVD. FILE NO. 98150 DWG NAME: ISSUE F0�2` TD ENG. BY: PE� ncAro• OREGON 97225 — — DATE.: I.. 9 qe DWN EiY: MK 98150E6.0 � �j , Q CAD DRAFTER — i e VOICE: (503 639-4171 FAX: (5033 684-7297 MAR 1 9 1999 RUP 1999-00402 17005 92ND AVENUE 12 OF' 19 ___... If Ihis nut%ce appears Clearer all file J UN O 2 2000 ' � ' ument, the document is of III, >II quality. t111CI'OfI�Illed ; rTTITIJI I1,, , II� If ill i t�l�l�l�f�(� 7" � ( �I (I � I � ; i;l�i�i►,ijll:li�l�II! lli�i �i(i�i� ,� II�I�i�l�l�lll�l IMWA ( I ! Ifi li, 1CHOM IILIIIIII�UII IIII:'llll►111�i!.141.111, IIItIIIIIto 11111IllillILLlI!!l IJII�i!!JIII!�in .11,!, ili,ll!!�!III .I,! II)IIIL!I!u!I !I !!!! Iinl!In11!ulllni.l!Lnn.!III�tFIs1:Il1 il:,!!!I�i;,.,►!!„!,,, ! 71 41.1 _ .... _., _!, i etr�rara � , d 1, 1 II I u v 3 I� z 'r 1 y t i s GENERAL NOTES A REFER TO DWG E8. 0 FOR GENERAL NOTES. B ALL CIRCUIT BREAKERS IN THE SOURCE 240/ 120V PANEL SHALL BE GFCI BATED. KEYED NOTES I. PROVIDE AND INSTALL 120V, 20A WEATHERPROOF I " PVC o O RERCE PI ACALS S!IiOVv OCATIONS SHORN. CiCU51-911 no 1 LEGEND --~ I ® I 3,5 �® - PANEL ROOF LINE CONDUIT STUB--UP L111 \ I \ i METER COMBINATION WP 7 1 / 1 - (WP 120V,1?,20A,NF.MA 5-20R I � I CONC. SLAB RECEPTACLE � 240V, I0, 20A ,NEMA 6- 20R -6"X �' COLUMN RECEPTACLE (� I j C.C .A. TREATED .40 J 1 I i JUNCTION BOX, J-BOX I I i I I ' s GROUND ROD 1 I I -WP RECEPTACLE (TYP.) 1 1 ►�ARBAC�UE W!?_-2"--- GALV. I �- STEEL LEGS. FURNISHED BY EUnder rg aldConduit E OWNERS INSTALLED BY J BOX 1 1 II 91—CII SI-CII CONTRACTOR. - -- 3i4Ho X i 811 b - n i I ap O ANCHOR BOLTS (NF) o o --RGS CONDUIT 1 1 I I � 1 I a < I _ IOO o u l ° I I I C�Oo 0 po 4 ° 44 1 ABLE ANC110R5, 1 - �1• 1 I e 1 0000 M I4 o°p 8 REQ, SEE DET. QA I I I PVC I a^ - 2'-0" 0 CONC. PIER (NfF) 4 I i (6) #4 BARS (NF) n I I . 1 I1 I • I' 4 1 PICNIC TABLES, / 1 A 1 1 I — F.T. COLUMN N 1L — #4 STIRRUPS, 41 4 1 I 1 I' I WPI 12" VERT. O.C. (NF) 1 . .I. a I 1 Iq 019 WP \ i 41 I I 13 5I ° - (Y) L------ —___ ------------- -------_--_•—•---------------._--•---_--.-- 21-011 M DOWNSPOUT (DS) pg 4'_011 4 SPACES Q 8'-011 = 32'-0" 41-011 DIMENSIONS 7.0 SUIT LOCAL CODES I POWER, PECEPTACLE FLOOR PLAN SCALE: 1!4"= P-011 2 TYPICAL RECEPTACLE DETAIL L.P. B.- CR055 SECTION �- SCALE-: 3/4"= 1 '-0" PROF�s �c� AGI FF�siv 1 7PE 1 GREG ,o2/ -mac 17 PRINTED MAR 2 3 1999 EXPIRES: 12/31!99 KA�,JPE ASSOC., INC. COOK PARK ENGINEERING MANAGER LOWER PICNIC SHELTER INSTALLATION ELECTRICAL POWER PLAM 20565 SW V. HWY /135g A GGH ppREGON 970013 ENGINEERING DEPARTMENT (503642- 1999, FAX60'845-61,39 CITY OF TIGARD FILE N0. 981 50 DWG NAME: _ SHEET ISSUE FOR BJD NG. 'Y; P OREGON 13125 S.W. HALL BLVD. DATE: I M ORO W �Y: M — TIGARD, OREGON 97223 CAD DRAFTER VOICE: (503) 639--4171 95150E7.0 E7 , FAX: (503) 684-7297 BUP 1199-00402 1700592N"AVENUE AR 19 1999 13 OF 19 1f this notice appears clearer than the JUN U 1 20M ument, flic document is of marginal quality. CI11Cfnfil171ed - 1(1�1I1 l{Ijijllljlll i ljl 1 I I I�1 1IICN 'I • MA [ 1 .1 A 1I.•"i 111 1!'I I�I(II I IIIIII II II I{lj I I Ii I Ir P M r , er* -- { II 111 1 1 A Li�l4itflll!!I !Illi! l.II I I!..I (!! I (777777. a HItllUillillilt!Illllil!l111111II!!!!1111 111!1 IMt 1t1111iun11 1,1,1111 (. (` i 1 " 11 : i r.,. f ... L,_.L.. lL.. }. . . .__._�_ .. ._.. . ! { II ,1 111 J1111l1,.,f1l1111! I11111lf: ,,IIItlIlhllfllft111l;llt{I(Illllnlllll , Ir , •i 4t bV'��,NM (, NO ' is SIV,t GEINURAL NOTES : A. CONTRACTOR SHALL PROVIDE CONTINUAL CLEANUP OF ALL. CONSTRUCTION DEBRIS ON AND AROUND AREA OF WORK, AND PROVIDE SAFE WORKING CONDITIONS. B. THE VARIOUS CRAFTS SHALL BE RESPONSIBLE FOR ALL COORDINATION OF WORK THAT AFFECTS OTHER TRADES AND THE NECESSARY SEQUENCING OF WORK WITH OTHER PULL BOX 100 RB (E) PGE POWER VAULT SUBCONTRACTORS. 7 C. THE CONTRACTOR SHALL NOTIFY USERS IN ADJACENT AREAS PRIOR TO DOING ANY DEMOLITION WORK. PROVIDE 24 HOUR NOTICE PRIOR TO ANY ELECTRICAL/ MECHANICAL SERV!CE DISRUPTION. COORDINATE WITH PROJECT MANAGER. of ��� D. ALL CONDUITS ABOVE GRADE SHALL BE RIGID GALVANIZED CC kTURE FOR WIRE PG ST ECt_ (RGS) WITH THREADED CONNECTORS. ALL CONDIJI TS BELOW GRADE SHALL BE PVC SCHEDULE 40 WITH RIGID SWEEP ELBOWS OR 90? ELBOWS. ALL CONDUIT TRANSITIONS FROM ABOVE GRADE TO BELOW GRADE SHALL BE RGS, E. ALL WORK SHALL BE PERFORMED IN A WORKMANLIKE tAjjj (N) 15 KVA MANNER AND IN ACCORDANCE WITH ALL STATE AND LOCAL CU!LDING CODES. THE LATEST REVISION OF THE NEC SHALL PULL BOX 10PB rr 7200V- 240 120 ° APPLY TO ALL ELECTRICAL WORK. "F Z'� 3% '#�0C CU AVAILABLE FAULT= 2. 1 KAIC F. ALL ELECTRICAL SYMBOLS ARE SHOWN FOR DRAFTING 1#6 CU GN43 CONVENIENCE AND ARE NOT TO SCALE. PVI G. ALL NEW WORK SHOWN BOLD FOR CLARITY. H. PROVIDE A FULL SIZE NEUTRAL TO ALL CIRCUITS UNLESS NOTED OTHERWISE. 80A MAIN BREAKER I. ALL CIRCUITS IN CONDUIT AND THEIR HOMERUNS TO BE #10, 19 STRAND COPPER WIRE WITH THHN/THWN, 600V 200A, 240 120V, 137/64 INSULATION UNLESS NOTED OTHERWISE. J. POST UPDATED PANEL SCHEDULES. Ip 2P 11 P I P 5—POA I P 1 P I P 1 P 2P K. REFER TO ARCHITECTURAL DRAWINGS FOR ALL SITE 20A 20A 20A 20A 20A 20A 20A 0A / GFIC •� GFIC / GFIC / FIC � I ) l 2 l 20A DIMENSIONS. G GFIC GFIC GFIC / GFICF G 1C GFIC ; 310 C L. COORDINATE WITH CONSTRUCTION MANAGER. ( YP.) M. COORDINATE WITH PARK MAINTENANCE PRIOR TO PROCEEDING WITH WORK. I N. ALL WORK ON PANELS, CIRCUiTRY, LIGHT POLES, ETC. SHALL 0-6 REQUIRE THOSE UNITS TO 6E DE—ENERGIZED AND ._OCKED OUT PRIOR TO COMMENCEMENT OF WORK TO THAT DEVICE AND CIRCUIT. CONTACT ENGINEER IF THERE ARE ANY QUESTIONS,RLOADT• RLOADT • FUTURE FUTURE FUTURE FUTURE RESTROOM RESTROOM. RESTROOM RESTROOM 0. ALL NEW BELOW GRADE CONDUITS SHALL SHARE THE SAME COMMON TRENCH WHERE POSSIBI.-E. THE TOP OF BELOW GRADE CONDUITS SHALL BE BURIED AT 18" BELOW FINISHED GRADE. F. P. PROVIDE A WARNING TAPE. LABELED "WARNING HIGH VOLTAGE" BURIED IN ALL THE ELECTRICAL TRENCHES AT 12" ABOVE THE CONDUITS. Q. LOCATE ALL UNDERGROUND UTILITIES PRIOR 0 WORK COMMENCEMENT, R. FIELD VERIFY ALL DIMENSIONS AND LANDMARKS PRIOR TO WORK COMMENCEMENT. S. PROVIDE AN EQUIPMENT GROUND CONDUCTOR IN ALL CONDUIT RUNS SHOWN ON THE DRAWINGS. ri_*' POWER RECEPTACLE ONEvwLINE T. BOND ALL EQUIPMENT ENCLOSURES AND EXPOSED NON-CURRENT CARRYING METAL PARTS OF ELECTRICAL EQUIPMENT TO THE GROUND E8.0 NOT TO SCALE CONDUCTOR. U. REFER TO SITE SPECIFICATIONS. V. REFER TO CIVIL/MECHANICAL DRAWINGS FOR SHARING COMMON TRENCH FOR ALL UNDERGROUND CONDU!T ROUTING WHERE POSSIBLE. W. CONTRACTORS SHALL NOTIFY ALL OWNERS OF UTILITIES AT LEAST 48 BUSINESS DAY HOURS, BUT NOT MORE THAN TEN (10) BUSINESS DAYS BEFORE COMMENCING WORK. o Nie � PpOF�s 9 y 1 547 E 9 OREGON 1"I� I ISI C V A•y/� 17, /p BEP MAR 2 3 1999 E. E;dpIRE::,: KAMPE ASSOC., INC, 12/31/99 COOK PARK IMPROW- MENTS ENGINEERING MANAGER LOWER PICNIC SHELTER INSTALLATION DETAIL SHEET 20585 S4qT.Y. ►''vVY #355 A OHq, OREGON 97006 (5113):'+ CITY �F TIG AR D 2- 1939, FAX 503)649-6139 ENGINEERING DEPARTMENT ISSUE FO R D ENG HY: PEB OREGON 13126 S.W. HAIL BLVD. FILE NO. 98150 DWG NAME: SHEET DATE: 12 29 98 DWN BY: MKB TIGARD. OREGON 97223. CAD DRAFTER _ VOICE: (52 639-4171 FAX: (6113 064--7297 98150E8.0 BIJP 1999-00402 MAR 19 1999 17005 92""AVENUF 14 OF 19 If Ihls notice appears clr;urer 1111,111 the j u N 0 2 2000 71 } 4>0cument, the document is of marginal gn,Ility. 4 1111cIt1111med 9 ' �Ifl11j! !I!!!Illlilll !Iljlll�l;iIf f irlrj f( �i�l �!(!I►l;j' �III I!�!III! ! !11111!�II`!! I i!I 1 i I ''i INCA MAGE m CHINA ' I,. eonu I1 I,Iwlll!IILI LLJIIII)111J111111 111 11�1i11�1!!!.Llll�Ifl! I!III!lfl(slt�!t! JI Illllf Iln{nl!!nlllll I II!! nlllt !:1!n!?"± I i1 1t1 lT� .-. . .i1... ,� _ � f I. �T moi, tl!llitiimilli;�. .......... lll„ „� 11,11�� 1111„I I,II� JI ,,11�I1i111{,I111 I!�llllllill!(�LII11! )1 ...y,yryy,,.wrw• I 1 ItINFGCCINC� STE.EL.. n 2 CONFORM 'r0 THE UNIFORM BUILDING CODE, 1991 EDITION, AS AMENC,ED 5'1T,-1E 5THTE OF REzINFORC!NG STEEL SHALL CONFORM TO ASTM Aro15, GRADE 60 AND FOR DEFCRMEC' E�"R5: ►�.� 4• S2 CRE50N. UNLESS OT14F_RW15E NOTE::). REINFORCING STEEL TO BE WELDFD SHALL CONFORM TOA TP', 'fl 4106 WELDED WIRE F44BRIC TO CONFORM TO 45T'M A82 AND 4165. DESIGN WA9 BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE III UNIFORM REINFORCING STEEL SE•IALL BE DETAILED IN ACCORDANCE WITH 4C1 315- LATEST EDITION �' z �. !'� --_ _- _---.--. - _ - _ .. - _ fi, � Ca,E5!DING C�N WTNOCL VEE. INpDDIrION REDUOTHE DEAD GED PER Ut3C OHCS, THE FOLLOWING LGADS WERE USED FOR r "DETAILS ANG DETAILING CONCRETE REINFORCEMENT" . o cocADS OF COLUMN - �. :c `� REINFORCING STEEL. 5WGLL NAVE PROTECT CN 4., FO�LOW5: $___ _ , � ______ ROOF 25 PSF SNOW COry�,Itl.Qly; MINIMUM �� I 0 AGK ! 1 -t' f GL BEAM : 12 P5F DL GCVER: �a OR COLUMN __._ �� � ` - �� CC NI::RETE CAST AGAINST AND PERMANENTLY E.fF-05E_', TO EARTH AND 3 {_-a, •�LLC'LI)4FLE 501L BEARING PRE55uRE: 1500 PSF t MINIMUM 41-LOWED WED Bl' UBC) C ONCRE:.IE EXPOSED TO EARTH ANG WEATHE• 3' d _ 1 i MI Ili e I TT - . ) TN N I p � III c c 5E $ C: ZONE , R c 50 L PROFILE PE 1.' Nc. .6 ROUCs NO.8 BARS 2• � I I -3 ) ►•cINGEL� rc'•a° GL �•RG�-+ I SEE ROOF= FR4"!ING PLAN WINO) 80 MPH - EXP05URE G, NET UPLIFT. 2C, PeF NO BAR, 451 OR G31 WIRE AND SMALLER 4` CONC. SLAB W/ Ir l v FE= VELOCITY AT FLOOD STAGE: 12 FT/SEC GONCRFTE NOT EXPO6EC7 TO WELT+-IER OR IN CONTACT WITH EARTW: CCrJ� jl k.,xro-WI.4xWI.4 UJWI"1 ��`�.�n.� SLABS, WALLS, AND )015T5; NO.14 AND NO.18 BARv �, B.CGF�. is '`�•� �� \ ;I" ��� F�;,..ISTI'4�t.Ce l`IG'ITIS�N .. NC.II 5.4RS 4ND SMALLER 3i4' Cl'��%j'�t_ •t I,' ; I` .( ,MC• ;h _ '�- T T T1r=Y tH ARCHITECT,, r11, N$ " 1' OF GOL.!MN �� r FOOTING ELkV4TION5. H_ CONTRACTOR SHALL NO E E:N 3 NEER I . , . . TOE CONTRACTOR SHALL IELD VERIFI ALL E X15TINU CC'NL:ITIcN$ L,I*'1 ON`J 4ND s" ONC 2 0 x 2 0 6 +N I D16CREPANCIE5 FROM CONDITIONS SHOWN ON TwE C'R4WING5 RIZIOR TO THE 5T:RT OF THE CC?NCRETE EXPANSION "NCNOR5 SHALL BE 'R4WL STUD' OR ENGINEER APPROVED EQUIvALENT. �! CE=EB �;, <2> M5r1'-6A EA. WAY, WORK, 52 -- CENTER BELOW COL�IMN, TYP incl unN ! !II META�,.,a cA It3! PLACES TEr�Fpk?. R7...C�N ITiQN .. ALL. 5TRUCT0RAL AND M15CELLANEOUS STEEL: 45TH A36(FY-:6,000 P51) UNLE55 NCTEC' ��p�, , I'► \�2 ( 1) 04x4'-O' AT CENTER T��EE '.CONTRACTOR SHALL BE RE5F'CN51BLE FOR 5TRUCTURAL ST41T ILIT`r OF THE NEW AND CTWERWISE T r 7 , �, . MERRILY III 1 OF ';LAB II =: r,, , ` - a,y::.; -'•r.: sirri'� EXI5TING STRUCTURES AND WALLS DURING CONSTRUE:, ION. THE 57kUG.uRE SHOWN ON THE T.5 COLUMN. A5TM A5C) GRADE 5 (Fy=46000 PSI,. I Vi F,,,t, �:,4r,r• CaR�+I,IJINGS WAS BEEN DESIGNED FOR $TABILITI UNDER THE: KINAL c--:ONF!r URAT!ON ONLY . ALL 50L'T3: 45TM A301 UNLESS NOTED OTHERWISE. ' ' r ' '.`��iS, i". EDGE CF GONG SLAB WELDING: PEF? AW5 STANDARDS E'?OXX ELECTRODE AND Er` GER'i IFIEG' WELDERS � OF coL.uriN_ }i r I 5U1;3{ 11TTA� � ALL STEEL TO WAVE SHOP COAT. \h -~- ;. U r� I._.' rll - x10'-•0 TOTAL LENGTH SHOP DRAWINGS 5HALL BE SUBMITTED TO THE 4RCwI'ECT ENGINEEK? PRIOR TO FABRICATION ALL EXPOSED STEEL BELOW FIN15H GRADE TO BE COATED WITH A5P!4AL1 IC Pa'NT Pp,ICR To � HAIRPIN AT COLUMN, 4ND CONSTRUCTION REGARDING ALL STRUCTURAL ITEMS. INS--LU:'.ING THE FOLLOWING: BAGKFII. LNG �I I ♦' GONCRE 7E MIX DESIGNS, CONCRETE REINFORCING EMBEDC'EC:, `;TEEL. ITEMS, STRUCTURAL DESIGN, FABRICATION• ANL' ERECTION SHALL BE IN ACCORD4,NCE WITH THE "416C ii 17- ....� �`�_._.._ '�. �8, T� A E� ...• I' STEEL, AND GLUED-LAMINATED BEAMe 5 EGIF"!.,ATIC:N FOR THE DESIGN, FABRICATION' AND ERECTION ^F 51RUCTUR�•+L STEEL FOR BUILDINGS' WELG'ING 5H"LL CONFORM TO THE AWS CODES FOR ARC AND GA5 WELDING IN I : IF THE SHOE= DRAWINGS DIFFER FROM, OR ADC• TC) T14E DFi IGN C:' THE $,RUCTURAL IUILDING C ON5TRU,:TION ANC•, 54-4.4:-L BE 3/i6" MINIMUM UNLE55 07I-IERWI5E NOTED !! ! DRAWINGS, tHE1` SHALL BE CLEARLY IDENTIFIED ANY GH. 'vi:aES TG' THE STRUCTURAL WE:LG'!NCi SHALL BE P.1' .�W$ CERTIFIED WELDERS. PREQUALIFiEwL'' WELDING PROCEGuRES "RE I I v I V A DRAWINGS SHALL. BE SUBMITTED TO TNI= 4RCWITEGTfENC'tINCER AND ARE SUBJECT TO REVIEW TO BE USED 'JNLESJ AW5 C-UALIFI-- ,TION 15 5UBMITTED TO THE �+RCHITECT/ENGiNEER t o �i " o () �� AND ACCEPTANCE OF T!4E ENGINEER, F'RIGR TO F.aBRIf'/aTl01�j. -J ul � al dl tTl yy ul u c r) SIU DESIGN DRAWINGS, SHOP DRAWINGS, AND GALCUL�+TIONS FOR' TI--+E DESIGN AND FABRICATION G%+Q5FEN7R.'.t I 5'-3'0'2 S'-3'�i" t OF ITEMS THAT ARE DESIGNED B1 OTHERS, INCLUDING r.FiC4dEC GL BEAMS SHALL BE THE $•"-WN LJMBER DESIGN 15 >JASED ON THE NATIONAL DE51GN 5PECIFICATION, LATEST (. __..___.____ _ _. ��__ (�• -• SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER REG15'TERED IN TIDE STATE OF OREGON, Er:-ITION. SAWN LUMBER SHALL CONFORM TO WEST COAST LUMBER INSPECTION 6UREAtr CFS ' r 36'-0' 4ND SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER PRIOR TO F=ABRICATION. DESIGN WESTERN WCCD PRODUCTS 45SOCIATION GRADING IRULES. ALL LUMBER NOT 5FECIFICAL4` SHALL BE 545ED ON THE FREQUIREr-MENT5 OF THE ISel UBC N;?TE)r; TO BE Dr- 42 OR BETTER. ALL WOOD IN PERMANENT CONTACT WITH CONCRETE 04 'MU 5H"Ll_ BE FRE55URE TREATED UNLESS AN APPROVED BARRIER 15 PROVIDED. FR4't'11NG �-� `, �` Gf 7NUK J@K: AC;CES&ORIE5 AND STRUCTURAL FASTENERS SHALL BE MANUFACTURED B7 5IMP50N 5TRC•NG-TIE � CRAZE BO FOUNDATION �L AN PROTECT INCOMPLETE WORK FROM FLOOCING DURING 5TORM5 CR' OTI.-,ER CAU5E5, THOROUGHLY CCMr'ANi COR: ENGINEER •APPROVED EQUAL' AND OF THE SIZE AND T1 PE SHOWN ON TWE BRACE OR OTWERW!5E PROTECT ALL 5TRUCTURE5 NOT 5T,45LE AGAINST JPLIFT DURING DRAWING$. "ANGER5 NOT 0-p40UN SHALL BE SIMPSON HU OF 51ZE RECOMMENDEED' FOF? MEMBER. " 5) cp-�Ay SCALE: 'ia' 1'-0' CONSTRUCTION, T4KE ALL NECESSARY PRECAUTIONS TO PREVENT D15T''RBANCc OF 4ND TO 41-L FR,:�MING NAIL5 SW::LL E•E COMMON NAILS. NO BOX NAILS ALLOWED. PROPERLY DRAIN THE AREAS UPON WHICH CONCRETE 15 TO BE POURED. DO NOT ALLOW WATER TO ACCUMULATE IN EXCAVATIONS, REMOVE UJ.,:,TER TC PREVi NT SOFTENING OF THE I_AMINArt`cC ROOF CEGK;I'NG 5HALL BE OF THE SIZE AN✓ TYPE A5 51•40LLN ON THE DRAWING5. BASE FOUNDATIONS. CONVEY WATER REMOVED FROM THE EEXC4VA1•IONS AND RAINWATER TO THE DE(-.KING 5H,ALL GCNFCRM TO LuE5TERN WOOD PRODUCT 465OCIATION'5 GR,4DING RULES II 1-► TEMPORARY DRAINAGE DITCHES OR OTHER STRUCTURES OUT51DE� THE EXC"VATION LIMITS FOR AND 5H4LL 5E DOUG.1 45 FIR-LARCH. 82, TW5' STRUCTURE. ENSURE THAT THE WATERING OPERATIONS WILL NOT AD VER5EL`' EFFECT FOUNDATIONS !MAINTAIN THE EXCAVATION FREE FROM GROUND WATER FOR T 64 TIME NAILING ` HIHZLL BE OF TWE S+ZE AND SPACING 45 INDICATED ON THE DRAWINGS. MINIMUM REQUIRED TO COMPLETE TWE WORK IN 4 PROPER WORKMANLIKE. M4NNER REMOVE LOOSE OR FL,C--E N41LIN5 TO 5UPPO;I S+4:�L BE (2) 30c� RING 51-44NK NAILS AT EACH COURSE. I !NI!`.UM /l Ed5LTJRBED SOIL FROM THE BOTTOMS OF EXGAVA T ION. FOOTINGS Tn- BEAR ON UNDISTURBED Te"E N "TILING ALONG GCUR5ES 5"oe•: BE 8d NAILS * 30' O/C. NGTIvE SOIL OR 5TRuCTURAL FILL IN AC( WITH THE $OILS RE=ORT. ,- •PREMANUF. CUPOLA r Bl OTHERS GLUED i-AMINATEa MEMBE=RS SHALL BE FABRICATE:.' !N GONFG,iM4NCE WIT*i U.S. F'R^DUCT I WI.4ERE COMPACTED ARE�,5 ARE DISTURBED B1 ^CN5TRUC InN OrERATIONS CR ADVERSE 5T4ND4 RD P5 5�,, '51'RUCTURAL GLUED LAMINATED TIMBER` ANC' AMERICAN IN5T11�JTE OF G �I HP-OT WE4TI.IER, OVER EXCAVATE AND BACKFIt_L WIT1-I I�° MIND �u$HEG ROGG CC)"P4CTED TO TIMBER CONSTRUCTION, .MTC Ill. EACH MEMBER 5!-IALL BEAR o4N AITC OR �>PA-EW5 F= .T. HF- 1 Wi v �. MINIMUM OF 'I C= THE DRY DENSITY A5 MEASURED B'1 .:5i1-•TC T160, IDENTIFk-ATION MARK -AND BE ACCOMPANIED B`►" A CERTIFICATE OF CONFORMANCE. ONE S SKEWED AN(G.E2' �\ , / / s CTAT OF ENC, SEALER HALL BE APPLIED IMMEDIATELY AFTER TRIMMING IN EITHER 5"C:'P' SKEWEC HANGER �:- ' 3 HINGED 6 a GL ARC« , , _ I , AT EAG1-a E":!� - DESIGN B�- OYHERS G`' I'II`'"!'->� � '�O-1`'� TE: OR FIELD:%. 6I, L4i_AM ",:,,NCIER5 NOT SHOWN SHILL BE SIMP50N EG. BEAMS 5HALL BE � I MIX DESIGN: PREPARE DESIGN MIXES FOR EACH TI PE Cr- CC'NCRE'E. FRCPOR+'ION 1'^IXE5 B1" V!3UALL1 GRtiDED WESTERN SPECIES INDUSTRIAL GRAD=, AND OF THE STRENGTH tNDIC4TED E17WER LABORATORI TRIAL BATCH OR FIELD' ExPERIENCE " E''M•+CaGS, U5;NG MATER14-5 TO BE <3Cl-ow: FmF` 1L.OYED ON THE WORK FOR EACH C:L+A55 OF CONCRETE RIFOU!te'E,"j. =JRNI5H CERTIFIED REPORTS OF EACH MIX FOR EACH ?Y PE OF WORK OF TW15 SCrTI'�N THE GO\TRACTOR SHALL COMBINATION �� 5.JEM1T CONCRETE MIX DESIGNS, ALONG WITH TEST C,,'a'4 45 RE xuI�:FD. 4 1".'NIMUM OF TWO I;,,EPTW 5�.MBCL 5P 1 USE fi GL 21';+xI+2'I�1 RAFTER G L 2' x101% RAFTER, T` iUEEKS PRIOR `O PLACING CONCRETE. baa o"LL 24F - V4 DF/DF (51MPLE SPAN) ` ALT. P.T WI=-"2 4x12 f'CDMIXTURES: AIR ENTRAINING AGENT IN ACCORD4.NrCE W+T1-4 o,=.51 '1 x:;260 4ND WGTER- 4LL 24•F V8 DF/DF (CONT. OR CANTILEVER) \ REDUCING ADMIXTURE CONFORMING TO ASTM 414, USED-IN yTRICT 4CCORD4NCE WIT1-: THE cf) / \ MANUF<1GTURER$' RECOMMENDATIONS, MAS BE INGCFiF''ORn1t1 'J IN CONCRETE DESIGN MIXES. In1PEYTIG�N: -� / AN HIR-ENTRAINING AGENT CONFORMING TO AST", G2FC 5H4LL 1'E USED' IN CONCRETE MIXES �PEGI<'L IN�:�EGTIC�NS: IN 4CCORC:�NGE WITH SECTION !101 OF THE UNIFORM BUILDING � HER THE. T �, T FOR EXTERIOR HORIZONTAL SURFAGEg Ea!PO5EL` TC HEAT AMOUNT OF ENTRAINED C•UGE, 'NC.- vPPLICABLE SECTIONS OF THE PROJECT SPEG(FIC,GTIONS. SPECIAL tNSPEC"'IONS GIR SHALL BE 5se - iso BY VOLUME. FL1 ca5�-1 F'f��JM1B!TEJ AF'2E 'C tc: PERFORMED, E'1 AN !NC,EPENDENT TESTING LABORATOR EMPLOI B1 THE OWNER GABLE i- �� GL 51/&x9 HDR. W/ SI"1 P. CN 1 FC FP TWE FOLLOWING 4RE45 OF WCFcK: f @ CONC=RETE WORK S"ALL CONFORM TO Ari 301. CCNGrZETE 5TRENr�THS SHALL BE VERIFIED BY, AT EACH END SKEWED HANGER STANDARD 28-DAY CYLINDER 7E5T5 PER A5TM C39, "NG 514 1LL BE 45 POLLOWB: :� EXP✓.N$IC'N "+NCHOKc �'L�•%cMENT WHERE INDICATED ON DrcAWING:�. `- Qx LAEia: r'c=3,000 PSI GT ..$ DAYS: MAXIMUM SLUM.' � F-1-U5 OR '"11NU$ I - B. EP." f::Nc;H01'�. LA•,.,EMENT. o P.T. WF- t G � I ,1'' FCnTI ( c3''50D P51 AT 28 DAYS: i"►4XIMUM 51.U"!P 3" PLUS ^R MINUS C. STEEL F�•BRIC„4TION ANC, ERECTION, 1 j � . 2x6 '� T G DECKING r.U� 5.1� O. .B., NAIL '�.�5: f',. .., W/ 8d g 6' O/C EDGE, 12' O/C FIELD NA!: ING. PROVIDE METAL ROOF DECK OVER, PER 4RGH. S-I_EE:vF5, OPENING$, CONDUIT, AND 0?HER EMBEDDED ITEM, NCT SHOWN ON 7-1E STRUCTURAL D FIELD WF_LE.ING. C'RAWINGS SHALL BE APPROVED B-T THE STRUCTURAL ENGINE=ER. E',EFCRE POURING. CONDUITS 7 ��++� Er"IeEDDED IN SLABS 5144LL NOT BE LARGER THAN CNE TW1RD Cr- T14E THICKNESS OF THE !+ C. 4ZF'5Ci I (�`0F FI�AII i NCS FLAN SLAB AND 51-TALL NOT BE SPACED CLOSER THAN THREE C'IAMET>--R.� UJ a ON CENTER. PROVIDE r�a 51 (P-r,;AZRF SCALE: ',,' = I'-O' G,-4Ar'FE:RS ON ALL EXPOSED CONCRETE EDGES JNLE5S NCTE:.� 07WERW15E �. FACE OF SLAB 4'-0' 8'-0' 8'-0' 8'-0° 8'-0' 4'-0' �4(--E OF SLAB O O O O U is jI FACE OF SLAB 4 0 � 44 cj► tv tt DOL. ( 8'1 ra-I TT T L ! l_ _1 I_,L L:J L_.- _J ,II v � TS 6x6x3/16, (10) PLACES ! I I 1 -ARC" GL. 6�a" WIDE, 1 DESIGN B1 GtTyER5 ! `~ Ir 4' GONG. SLAB W/ L, ' 6x6-UJ1,4xW1.4 WWI'-1 � ' / .. � � ,� P.T. 2x6 HF..02 'r t G G'E'<�K.ING. USE R"MC`�`M L,L,1 UP �NSTRUC-ION u, PRG"VIDE 15-32" 05.B. 'V1�IL W, 8� 6' O/C Iu ! d OI RIDGE LINE - "GCE 12' O'C FIE N"IL!N PROV DE a. �p I METAL ROOF' DECK y vEFR 1"ER '4RC-. 11 ff IHI I I' TEMP. X-BRACING TO BE/klso, - I 1. T1 F= �/ -' - (� �. ! I IN3T4 _LEC' DWI FLc:'OM `✓ENT. SEE GETAlL DATE i OR SIZE E'�RACING SIZEC' - -"'_ _1 FOR FLC(X) STATE WAFER ^�.- FILE IvntIly. r; I r,-I r I FLOW ONL1 MEM5F.- :f• N^T _ I . I � •.•,�' -` "'--�--___ Dwowra t1Y' 3rd II aI _.J L L J SIZED FOR IM ��C i L.C'4C cHK'D�Y _._,• sF Er RACE a= x)r. �f= \ 1 I cG COLUMN CONC. FOCTING _ .C.,r,. C - 5�, I g2, x4' 0' DE:E�, ;Of. '`L,'• it I EI... "r F=C")UN1 A"i 1C;DN F�;L 4N �� +-�I:- 1._ TEF :;:�;.' ''f;�'.4MNC3 FL ' N ; f..-"�.:�.. �,,. '���. �='`�.�'C:: i �IE~��I�.� �!. 1`�' RC)F ! 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