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11365 SW TIGARD STREET-1 .7 L /19/03 N M �/� � eE EEK REVIEW JR w V \ 75Cd nd d RAMP DRESSING ROOM )_5 rd DINI HALL SABHA HALL754 c STAGE toI � g - r �- r I cd WFDRESSING ROOM r V d 110ed ` ,5c G � / 3STOROo Q BEDROOM l - t yl � I , 5Cd o 0 o lS1ZC11�T! I S T 0� CORRIDOR I ® REF flE$TA4 or if -�'- CHAPEL %o I JJ t10Cd Lf 11N R M T �2d L_—_j r M J $?Q�OE I A-32 R_E$_TROOM PROVIDE CONNECT TO r O HOOD FIRE C:INTROL O FIDE KITCHEN - _CE JAN �- E a ELEV. S�Q3�ET •t LIP .... 15cd A00 :-oNe ? -- ---- .. 00`._ W 15cd 15cd dO o W ljq� L_.-- woMENs MENS —_ .---�= I-- Q: �i'a W RECEPTION (� �' Z BOOKSTORE F � ui Q 1 SHOES OFFICE 15cd -- I��..-✓` 1 D0/ SHOES ` SHOWER Luj F 5ed NO / / w < < m ®-a---KIIOX E10XsNowER � � CL 1 ~ 0 REMOTE ANNUNCIATOR 1ov S'7j-1 p N W cc C6 .1c C6 ,13"r— lzr—oulpei�) 14�, 13 13 0 D cc 1 . 4001-1 Mom Im r F ACP -Ede N1 oCITY OF TIG irC? oAAwN L7 '01 Approved.A /t/ . e.. ?oLf D A N Conditionally Approved............................. —�"�—h��--�S�T1.0�1/ _ For only the w r1 as described in: ( ? CHECKED N, W (5PERM11 NO. VP2.OD S►+n a k--- F C L p �_ A� See Letter to: Follow............................. ...........( 1: DAT! FIRST FLOOR FIRE ALARM PLAN �� -=T TIE'?fcTot- Attacr . ......... .........•................. FE ?4_ __ __ _. Address:113�. 4 , XON ro-W SCALE: v8" +� r- s S r►�►o� � 'u=�____ A..lA�V l3 j4td teat s: . y eu. Nc,�t u 5r1e AS NOTED N �-- I I365 S1% TIGARD STRH:FT JOB 140. til'1'2003-01)002.QUP2004-11011 I. FIA'2003- ` 0-DFR-"121 00 42I��1?2 WT 0 i N Y 5 � O a or Ikko OFFICE COPY (;%,l „r N NOTICE: IF THE PRINT OR TYPE ON ANY Ii I l f I I I I I : I I I I I ! I I I I III III III III III I I ! I I I I I I(IIII III III I I I I I I III III III III Ili III I I III III III III III III III I I III III IIII III III III i l l l l l l III III ( I I I I ! IMAGE IS NOT AS CLEAR AS THIS NOTICE, I I I I I 131 - L 141- I- -I ba.l ---- - _ 1- - -- - - -- -- _ _ l - -_1____- ---I 13 IT IS DU TO THE QUALITY OF THE _.��.. No 36 ORIGINAL DOCUMENT � 8(Z g�Z L�Z 9Z 7 bZ EI + Z O I? Z 6i HI LI 9I Qi 6I El �I II i 8 S L 9 'b E Z I„�„� + Ill�llillllllllllllllillllll�llllllll I �' � I I T- _. I IIII�II I �IIIIII►I►Illlf IIII II►I I ►IIII�I I T� 1 III II I L�IIIIIIIII�IIII III► I IIII III I�IIIIIIIII�IIII IIII�IIII ►IIII►Illllil Illill►Il�llflll III � f i l I � I T � r ►1111►f►I►IIIAII�,►► IIII 11111111111111 IIII�.1�1 l Ill.► .►�►l�ll�lll�lll 1111111111►llllll�lllllll►1 I► ��►IIS► ��1 lr i i.Rr•: KEYED NOTES Ra„islow MY OCONNECT DUCT SMOKE DIMPER TO FIRE AIJP4' SYS rE•4 kN,) 12,N POWER. CUNNEC'T TO CIRCUIT A-34. / D ' 1D M-35; PART OF SEE E4.0 .. G -10 D D S r-6 I \� 4 r ' O \ D \ V r DI I 11 I I ICd \ / O IJLJ I I >�\\ 75W / D / JD 1 Zo�7E 7 O / \ I MECH \ 1 / .F �.a&Is CORRIDOR DN TF — — -- Z � 1 15cd � ,cd cc -5A CLASSROOM 9TORAQED ui Ocf) O STORAGE Lu CLASSROOM co ` 795 W < cc W m . .� cd C/) v .. to it � �1r /IQF 711 sTdT/�,�J Z CL LNA VM DAN e J!� 0 11365 S1� 11G VtD S•TREFT SECOND DATV SIT2003-00002,1 UP2004-00111, FLC200- FE 204 I FLOOR FIRE ALARM FLAN _ 00042 >1'22 s� SCALE: 1/911 V-oil Ag NOTED _- c 4 JIM NO. ®c-ORL-121 OHM 6m0a h c VA ti cw O x - L NOTICE' IF THE PRINT OR TYPE ON ANYI � iI l II � I � III � IIII I � � II �I VIII IIIIII ! �IIIIII IIIIIIIIII!III ( IIII IIIII �IIIII 1111114IMAGE IS NOT AS CLEAR AS THIS NOTICE, ( Z1 1 L 1 -- _ [_ - I -gL---- _! - � -I lU� - l- 111 I 12J ��C_�_ ( �� X00 IT IS DUE TO THE QUALITY OF THE No 39 ®.w.�.W.:-.+• WW�m py;. 9 I)N ak3 Mr:.,•..arJ ORIGINAL DOCUMENT E 8z S7, L( 913 sllz 1yiZ sIIz ��z i11z off z I s [ off[ LI S T 9�t 6 t E t z t t i t 6 8T G �9 'b S i Z T�iY 1111 !111 IIII IIII IIID►III�Iiillllll�llll►II►II►IIIIIIIIIIIIIII►II IIIllllllfllllllllL�IIIIIIIII�IIIIiIII� IIIIIIIII IIIIIIIII�IIIII!III �� ►I��I��IIIII ��I� �� I� � � � � ��I � � � f' hr it cls KEYED NOTES 'I""'•I A�vVseotire sv CITY REVIEW ROOF DRAIN HEAT TAPE, SEE P1.3 do P2,1-2. '\� 8/19/03 JR 0:J O2 ROUTE EXTERIOR LIGHTING CIRCUITS THROUGH EXTERIOR LIGHTING CONTROLS. 33 PROVIDE CONVENIENCE OUTLETS WITHIN 25 FT. OF ALL MECHANICAL UNI(S. CONNECT TO CIRCUIT M-33. -� C) CT AND METER BASE SHALL BE LOCATED ON BUILDING PER UTILITY. Z—l\ TO POWER UTILITY me U/G P 4" EC TO PHONE UTILITY do — T 2"EC TO CABLE TV TV j II i 1 1 RTU 11 KIN 208/3 ui P1 FIXTURE T L M-7(9,1 1);18'9 MEETTA50 Ly HALIDE DARK BRONZE FINISH p� P1 60/3 O 3R co 3 WP RTU 11KW M-1(3,5);If6's 4 208/3 SQUARE STEEL POLE r - , M r DIAGRAM � V X .J GFI SEE ONE-UNE DARK BRONZE FINISH �• L M-8(10,12);#8's RTU 21 KW W N � U.`60/3 _J 3R 3 60/3 2 208/3 >f= RTU 9.2KW 14KW RTU .3R' M , 10R/3 r RTU 9.2KW t •• _ 8 208/3 208/3 �'J _ I 9 208/3 ANCHOR BOLTS O cc >- r —r HANDHOLE. N400K do DOUBLE Ir ; 1 LJ LJ +If O 11KW RTU 1/6HP EFNUTS doG� WP � COVER 10 208/3 5 120/1 6 3 EEN k U/G S MSB %T& L `N.� 630/3 63Rs M-31 i��GFI • WP u GFI -► M-13(15,17); 8 s I �_ O WP M-19 21,23 ;�8's ' r ° r �� GFI ( ) 60/3 rrvii 'r CC EE w O 3R N it°i i ,i AWW —AAA D�(POSD HBASE T TTB J M-20(22,24);#8's GRADEED r r r ° r I M-14(16,18);#8's _ II r I li P1 TV 60/3 6083 M-25(27,29);#8's r� i i _ N PF$' A-13;11 O's 9.2KW RTU 9.2KW ° l i �5�C3 1 N RTU ` 2 , 208/3 6 208/3 10 _ -' WP 3 CONDUIT GA 60/3 \ 7.5KW RTU M-26(28,30);#8's `3R' 208/3 7 M_ GA O ° ° ° X2500# CONCRETE (MIN) ) , W/ 5 BAG MIX 11, 1 1 11 ° v W/ (6) 4 VERT, r!c , i 13 ROUND TIES 0 8"O.C. 24" DIA. - -- --__- 'P1DETAIL' - � - i NOT TO SCALA ��g a W 120 VOLTS r---------- 0 TC I I � I cc P1 P1 - -- — - - 01 CO is, -.-___ _ - P1P1 i PC i W J CO O Cc cc OVERRIDE-0- /I UJ < - SWITCH L------ --- O A5 J J `\ F... SIGN P O r------ ---� UJ x -- - -- A-1 10 POLE UGHTS ---- - - -- -- ._ — - -- -- -- ------ ------ - - ----- -- - - ----- ._- -------- ---- __ --- --------- _� --- -- �-- —.-----_ --- ---- ----- _.�—_- -_.-- ----�- A-3 ----T-+-� i f-'+-�-i--► TO POLE LIGHTS ♦-♦ A-5 —1-+--� I -+--�-i- TO SIGN Q �' � r A-7 ----}-�--� ; --•-�--�. TO BUILDING LIGHTS � L SPARE I I I I r- -----------I DRAWN a PC-PHOTOCELL, 120 VOLT, 15 AMP; MOUNT 12" ABOVE ROOF FACING NORTH, DT w INTTRMATIC NO K-4121. -- CHECKED M TC—TIMECLOCK, 120 VOLT, SPST, WITH CARRYOVER. INTERMATIC NO, T171CR. JR DAT! C1-UGHTING 120 VOLT COIL; 208 VOLT, 20 AMP CONTACTS, 5 Anuar 24, 2003 CONTACTOR, POLE, NEMA 1 ENCLOSURE 00 ELECTRICAL SITE PLAN 45, No Eo SCALA: w6 gots No. EXTERIOR LIGHTING - 00-URL-121 9FIEET CONTROL r T l c n r.J o NOT TO 5�� ....... ...... . . . ....... ■ Conditionally Apprcw d OF ,�ICE,&py For only the work as ri� t f ti o PFFIMII-NC See Leiter to: F ollow. ...... . ... ..,...... ( ) N Attach..... . . .................. ( I GA ir J 11365 SW Tl RD STREET Job Address: 3 .S 1 W T __- . � �( _ S I T2003-00002,BU P2004-001 11, F'11'2003- ate: c '-L 2 -� 000.4'_ i,►I�� NOTICE: IF THE PRINT OR TYPE ON ANY ' II --_3� � ! SSI I II I ! 1 I ITL IS NOT AS CLEARiAS THIS NOTICE, Oo -6 1 IT IS DUE TO THE QUALITY OF THE 36 ® -•.--� - 1111 >1;11!�II8II yIIII�IISIIl1IyIIII�III!I�LI!Illli8l�llZllll�ll�lllllll�lll6l)1lZllll llElllZll!I III�IIIIII�IIII��IIII✓III�IIOIIjjIyIIII�II 8!�IIIIA III I 8I IfII►I I►i!IG!IjIT I!I I I I 11It II�IIII9!I t11!!1!1>!d!1t1!!!III SI! tI►IIII►tiIIITIIIIII►II i iILII�i1111Tl►IIIIII►l8II I11 IIII�II Il Il lllrItLllll I►1ll91LIIl!11�91ll1ilI.Lb I9ORIGINAL DOCUMENT � E llII lLW��Z11 �t�li 11L III I INIII KEYED NOTES _ AEw�s�s sv ENGINEER REVIEW Ol PROVIDE A (6) ZONE DIMMING CONTROL SYSTEM FOR STAGE LIGHTING. JR ZONES 1, 2, 3 do 4 SHALL CONTROL TRACK UGHTING. ZONE 5 SHALL CONTROL THE STAGE DOWNLIGHTING. ZONE 6 SHALL. BE A SPARE. DIMMERS SHALL BE RATED FOR 2000VA AND CONTROL WITH (2) SCENE SELECTION CONTROLERS. + -0" WB2�-- _ +9 -O" WB2 --- MANUFACTURERS; ETC,OLJT N. SUBMIT ALLE SYSTEM COMPONENNT -__-- _- -�_-,--.., .:_ LOCATE CONTROLERS A OWNER (ASS APPROVED MANUFACTUR RO I INFORMATION FOR ENGINEER APPROVAL - - --- F WS2 WS E-X 1 WS2 ewS2 `'-- - -8WS2 ��- e - - — DO ZRartP SF2 O SWITCH INBOARD AND OUTBOARD LAMPS SEPARATELY "OR MULTI-LEVEL LIGHTING. WS2 - - - I I DRESSING ROOM SF2 0 SWITCH BANK, SEE DETAIL (THIS SHEET). EX1 f,9 f.9 f, Wa b a b A-29 I 4 ROUTE I I � EXTERIOR c,d c,d c,d SF3 \ EXTERIOR LIGHTING CIRCUITS THROUG. EXTtRIOR LIGHTING CONTROLS. +5'-0" (PART OF) SF3 �5 CONNECT UGHTS TO OUTLET CIRCUIT. -- _ WB2 - I �1 WS2 t t I f.9 f.9 f,a a,ba,b o,b c,d c,d 4- c,d - SF4 t DINING HALL SASHA HALL + 8 i + z1 � A-31 33,35 z2 STAGE WS2 + ALL RR 9 I �.-- t f,g f, f,g � a,b o,b a,b c,d c,d c,d I SF4 � D Z3 z4 _ V � .. �' �.. w t � r SF4 � x � � WS2 A-35 z5 � � � f,g f,g f,g a,b 4a,b a,b c,d c,d Q t c co c,d a: WB2 - - -�� A-13,15,17� - ..�►A-19,21 A-25,27,29 - - IX1 - SF3 + E` (PART OF) SF3 SF2 "llorDRESSING RM. A-37 W f,g f,g f,g a,b o,b a,b c,d c,d c,d J WS2 , --_ - 1 WS2 WS2 -zp --- r . D WS2 ee RAMP - SF2 --1- 1--- - --- -- - — - _ IF ---- -- - -- - P 0 -zr - -- ELBSrI Fr' � N 0iF4 BEDROOM SF2K - - 0'0 0E --- - - - 0 CM 1 r SF4K SF4K SF2 �3TOR ALL SF t I \ \ +9 WB2 I Vli WB2 _ 5 - - RESTROOM A. BF2 SF4K i ®i SF4 REF ____,_�_ K I i KITCHEN ,RT- 'A' CORR. CHAPEL y 'A, i = 1L_`' 11 -- gF2 `' CM Q � LIVING ROOM _ 1 SF4K I I F __- ,_ STIMDY RESTROOM 1 ' —— ------— F1 -4 Q ME]' �- A-8,10 $_r�RA —t VL1 \ :rh WB2 IX1 SF2KSF2K — 1 � - S12 - -_ KITCHENr ' , CM2 SF4K U SF2 \ OFFICE I1J In SF3 -----� EX 1 BF2 � SF 3 SF3 L SF4K SF4KEW JAN OFFICE 1 WB1 \CLOSF�T EX SF2 SF2 - A-6 i EX1 RR3� ' ELEV. r" = t SF2 E0 IP* RR3 SF2 SF2 SF2 SF2UP _.__ Z Lu WF2 ,.-�— SF2 A 1 --_, -- - A, LLJ __ 1 --� - WOMENS �.._ • .. -- - _ - - S172 S173 MENS WF2 cl) u - SF2 LIBRARY% RECEPTION - - w 0 - -- SF2 SF2 SF2 BOOKSTORE OFFICE - -- - Q 0 w CC � Q SHOES SHOES S172 w H cc SF2 '�1 SF3 0_. ---- ---- —� -------- - -- WS2 IX 1 WS2 _ - -- — -_ -- + " A F (� Z Sa Sb S o sNcwER RR4 +6'-0" WS'I WS1---- RR4 sc d _ 46 - . .F. ..J �,., +16 0 W6' , 3HOW!`R INBOARD OUTBOARD INBOARD OUTBOARD w = cr CM1 I LAMPS LAMPS LAMPS LAMPS < to ._ tl cf) A-7 CL: 1 I I n [i ❑ ❑ n a � I Se Sf Sg Sh __ - +40" A.F.F. U SCONCES I INBOARD OUTBOARD SCONCES a LAMPS LAMPS_ DRAWN a DT - - CHECKED ..- NOTE: MOUNT SWITCHES IN (2) 4--GANG BOXES JR J ------ --- DATE ------- Januar� 24, 2203 OD FIRST FLOOR LIGHTING PLAN SCALE - SWITCH BANK DETAIL A�_N�T�a___ _ „ SCALE: 1/8.1 = 1 _/hll — _ K/ Ja• No. N NOT TO SCALE 00-DRL-127 Iii SHEET _ V V ' v E220 i i 2 OF 0 U cv Y ` 3 1 1305 SN*' TIGARD S'I REF, F C SI'f2003-00002,11UP2004-00111, ?1►IIZ- 00042 4ol'22 NOTICE: IF THE PRINT OR TYPE ON ANYtI �1II ' � II � III III III III II ! � III III VIII VIIIIIII 1111111 1111111 II ! I I III III III 1111111 ! II III III III III iIII111I � 1i lli'! III( i r�lll�l 111 I ( III�111 111111111111111I VIII 1I IMAGE IS NOT AS CLEAR AS THIS NOTICE, l 1 I \, I 21 I 61 I 7 I I $ ill I IT IS DUE TO THE QUALITY ITY OF THE _ _ No 38 �. ww... � ORIGINAL DOCUMENT E 8Z 8L G7, 817, Z 1"Z £lti� �U IZ 07, KII 8i G [ ei 4I I►T 1 ET tii Ii I 16 8 L 8 4 S Z TT71Y11N IIIIliilllll111II1u�1111111111IIIIII111111111111 I �� I� I � I l�lll 1 1 ll l lll 1 1 l�«l l l l l LI I I I I�I I I I 1111 II �1111111111111�111111111111 IIII 111 � I I►lllil►►I�illllllll IIII►III�IIII1111 II.III I ► I 11 1 1 1 I I \ l 111 �IIII�II,IIIII IIII�III��I�11 1�111.11111�I1111111111111'IIIIIIII�Wllllll,llllllll IIID III 1� t i jar f KEYEDNOTES REV111111MONS .Y USEE ONE-LINE DIAGRAM FOR ELEVATOR FEEDER REQUIREMENTS. - T_ 1 �6(Cu)G-3/4'C TO SERVICE ENTRANCE GROUND. LEAVE 8 FT. SLACK CABLE AT TERMINAL BOARD. WP - _ V GFI_ - y _ - _ --- -- _ -_ ^ 0 INTERLOCK FAN WITH LIGHTING CONTROL. ..3 ❑ I f ` RAMP G4 CONNECT UGHTS TO OUTLET CIRCUIT. ~ (J --� / Gn EF 35.9W 1 -- >zeEISS1N1 RQQM 9 112011 _ A-53 IA-49,51,53 -40-d-* I �r I I ' I A-51,53 ujk DINING HALL I SABHA HALL O STAGE 1 � >. w .. A-55,57,59 • f O a a < � w A-59 a QR€>� IN4 - RQQ EF 35.9W �._- 10 120/1 SEE ENLARGED KITCHEN PLAN .i _ \ ON SHEET E7.0 AC /' SEE ENLARGED KfTCHEN _ __ _0 �y ui _4 f FI r PLAN (THIS SHEET) LL I RTU-2 SLRAMP ----� T T _ �5� 01 R-6 $ ECT lr-J W7RE c� F ;4 RTU-1 STIM.SAC 8TOR1)�K1TSzNEN r /itl�\ J PTAC XW I ` R-18(20 ,36 WP \_L/208/1 A-36 its Im, GFA RTU-6 RTU-5 -'R' EF 35.9W BEQRMR-15,17 A 'K' ] REF 4 120/1 A-43,45,47 . , / p- CHAPEL L1y1NG .A. 8 L-J CORRIDOR A- Y I/ EWH 2.OKW RWm R-10(12) A-60 STUD 58,50 � 1 240/1 1 FRZ 4 R-13 EF 35.9W - ''° i _ . - _ ---_� � T �120/1 / � � PTAC 2.1 KW � 1 - -- - -n - RESTROOM 1 2 208 1 3 G a 112W EF WP N_ 120/1� R-21 r GFI 56,58,60 _ 1 , SL08ET I R-14(16) FFiCE IT --`-._- -_ - QFFIf`E 1_ J PTAC 2KW W In 4 KITCHEN r U s� 44 3 208/1 1 2.00EWH -- --- _-- JAN 1 I -- --flit, 240/1 - - -- ll -- - GFI- a+ `` IT— A-44,46,48 \ P440NE A-68,70,72 lig M-32(34) A-48 / / WP , EWC ` Ewc GFI r __ � \ �— — ui — ----- - A-46 [-' AC cc A(. AC 66.9W EF A-52,54 RTU-7 / EF 66.8VH AC _ AC --� = z UP GFI GFI 120/1 7 / a \ ' ( ) 8 120/1 GFl GFI - _�__.-- GR _.__.__ L _ la. ~ - - SHOES \� - . — � O LIBRARY/ I RECEPTION SHOES - - �f WOMENB MENS 3 Z BOOKSTORE - - - g• ' ` ` / �" , . OFFICE I +45�' - - ---- GFI O cc uj Uo W cc v -- IL L� DW. MICRO Z S�-LOWEA-50,52,5 R - WP - �_ .g�loU1ER i R-1,3,5 6 �, O _j �. .. Q UJ cc 4 � � __ i 69.9W EF GFI EF 69.9W ' C� R-2(4);16's X0/1 1 2 120/1 _AC C6 { - - Lo ci n ii u ❑ AC n _ • r• R-7,9 r'•' ,I t- DRAWN DT CHECKED JR DATE Jenuar ENLARGED RESIDENT 24, zm�3 co 0 FIRST _ FLOOR POWER PLAN __ KITCHEN PLAN ___AS NofiFa { p SCALE: 1/8" 11-011 - - � N o. SCALE: 1/4" -. V-(d" 00-DRL-121 9HeET v 0 i a 0 0 E300 ry S OR 0 0 0 n 11365 SW TIGARD STREET SIT2003-00002,8UP-7004-011111, El.('2003- 00042 5022 I IliI-IIII i-l11li- l iJill I 1 . illII.Iili-I-i-liIi- I�t--il-iI-Ili-II- IIIIIIIII Il lltIIliNOTICE: IFTHEPRINTORTYPEONANY - 11 ill IIIIJh-il-i IMAGE IS NOT AS CLEAR AS THIS NOTICE, 41IU 11 1� IT IS DUE TO THE QUALITY OF THE .l I1111111 - � �,�►'L I 3 vLOU No,e � .��r�...• , i►�ILII I f�I►►lil I 11�l Il►II�III 11�111I 1 I�III{11111 IIIZ �1II ��I flTllZf�IlIIl1�l0lll 7I,I 1 tIIII 8111T1111l111H11t11 III GII fIiII II1IA 8II�III�Illi1ilTllll�ll6ll�llll�lilI,11lllll�llll]1llllllilllljIl ll�ll lllff� ll�,ll Ii. Itj III III I III,I I IlIl Ll � ZORIGINAL DOCUMENT 8 _11i,1-IL11211111171 TIf11ilIIlLa�llll111ar,1�M1� 11 T 1 9 a� Y+. REVISIONS my 7, 01 rirl L.JLJ -All Au sF4 I BF2 \ MECH - • � BF2 uj BF2 0 � I -7.0 A-14,16,18 ALL SF 2 EX 1 i INA CORRIDOR cc I [ r - ALL SF AU-,UF ALL SE 3 ALL SF3 CLASSROOM �-_ sTORAGE -- __.STORAGE 1 CLASSROOM SECOND FLOOR LIGHTING PLAN Np&, SCALE: 1/8" 1'-0" 1 Wq�3 A. A \\ , �W In m 1 \ \ l \ N / \ / U `\ M-35• PART OF Z W i iii I I `�.' SEE E6.0 y, LJ LJLj T ,, W \ co z MECH �.'� �`\� LIJ © (1) O 0 / J -_ --1� O c W RP 1/25 (r F- cc a 1 120/ - .�,,� M-37 ,. --- - / 8 0 z WH --- CL 1 �` ,• A-65 W cc \ �-- RTU-8 `,\ - _ RTU-9 UJ s - - - A /� 1,63,65 A-63 ' CORRIDOR DN �►/, co rX7 \ r� r - RTU-10Vol I, - --- M-36(38) A-67 ` / \ / \ CLASSROOM - DRAW►+ EWH 2.00 CLASSROOMDT STORAGE T 2 240/1 � I STORAGE CHECKED JRM — — — DATE Januar4 24, 2003 SCALE SECOND FLOOR POWER PLAN 2AKW EM-40(42) AS NOTED `— .—_� 240/1 3 3 JOB NO. SCALE: 1/8" IG/ - 1'- 11 00-DRL_-127 SHEET E4mOv r•r , V �v 4 OF 4 r, �r 11365 SW TIGARD STREET SIT2003-00002,11UP2004-00111, EI,C2003- 000.12 6022 e• i NOTICE: IF THE PRINT OR TYPE ON ANY ! ! I ; III III III III III 1 11 I I I Ili III III III I I ! I I 1 1!IIII III III I I ! I I III III ! 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Q DRESSING ROOM 75cd 110cd 110cd 15cd F RAMP - F �PROY�c F _--- _ —_ -- --L-= -� BEDROOM o 00 rti �3 STOR O �� ®S ITC KI4�1 15cd ___ A. ELECT -_j CORRIDOR - =-_ RE$TRQOM - ��REF CHAPEL �S ©S F STUDY LIVINQ_RQQM FA O pL �-_ � F 1 10di -- -- T RAFRZ --E Rl 5cd MTBQQM L--QOI LA-32 T QFFI�E lU PROVIDE CONNECT 0 lit HOOD FIRE CONTROL U' KITCHEN % _- (Ds1 --� QH _— OFFICE LO ET i UhJI_� JA EQLNP. 15cd pNONE T'30cd -___—�— I5cd � • F z W F 15cd UP L UP W 1 000 1 O MENS O - '�`== UJ U. CO a 15cd 15cd - 0 - - - - - WOA+iENS LIBRARY/ RECEPTION \ --- - - 15cd (� BOOKSTORE OFFICE W a C ^ SHOES SHOES v �! Z �/ _�. —__ F5cd' ----- O -- cc 1 SHOWER KNOX BOX SHOWER 4 REMOTE ANNUNCIATOR < cd C� n ° c VONr DRAWN DT CHECKED JR Januar ; 4, 2003 SCALE 45 FIRE ALARM PLAN - Q FIRST FLOOR �� -- _ _ ,I�. No. _-- 00-DRL-12 5G,4LE: 1/8" = ��-01t SHEET 0 O u: I e N E5u0 O n Is O� O i 0 .I a 11305 SNN F1(: kRU S•I REEA' c SI"1'2(I03-IIII002,B1"f�2104-00111, EL('2001- 0110 42 7ol`22 NOTICE IFTHE PRINT ORTYPE G14ANY tlr� ilt tltlllt tltltli Illlllll� llllll illllll IIIIIII IIIIIII III �III Illlil{ II { III{ IIIIIII IIIIIII VIII I lflll{ I IIIIIII I�(IIIIIIII�[ I [�[`IIIII(I{ III IIIIIIIIII111 {Illlllilil� 1 3 - - -�--- ------�. - _ -�--- -- - -- -- EAR 4 THIS NOTICE � - � __- .. __ l_ _- - .__-- -�______________-� �- � - IMAGE S NOT AS CL S No 3e �.��,��• IT IS DUE TO THE QUAL!TY OF THE - - T ORIGINAL DOCUMENT -- 87, 8z Gz 8Z �J1Z 4 16Z f.7, I Z irZ Uz et 8I Lt 9t si ibt Et ZT �tt� - [ - f6 - E �ip� I I I I I '' lllillUlllil�i�lll Ii�llllllllll�iIIIII.II�ILIIII.I�.Illlltll�llll llllllllllll I I Illllllllllllllll�lllllilll�lllllllll�lllllll IIIIIII�II III .�IIIIIIIII�IIII (IIIIIII �IIII 4 1 I►�Ilflfl►I,I►Ii� I ►�►.I►IIIII�III,{I►II►,iI►II►►►Ililll, S 1� KEYED NOTES PIEVIAiONB BY (1 CONNECT DUCT SMOKE DAMPER TO FIRE ALARM SYSTEM AND 120V POWER. CONNECT TO CIRCUIT A-34. D 01 SD AV m o � 1 FD • >. W SD M-35; PART OF M SEE E4.0 - oc D D 6 SD SD c W O O D ' 03 O 1 F �O ON ` D SD I It, A. � 1 ' D �` SD rirn l i 1 10c F `Q LJLJ �` 75cd F — -- -- // D ' SD Jim a MECH k�i 1 i sa,+. 15cd 15cd CORRIDOR - 15cd DN LLMM F F DN Z W ui F F F F C-- cc 75cd 75cd 75cd 75cd SD o O ui -- -- - CLASSROOM STORAGE STORAGE F D — - Z o l -- -�- CLASSROOM Q CC W w Q CC LZ__-_.-- ---- ---- - - -� - - _ -- - I CL - Z w C LLJ x cjj t!, Lo M Q � DRAWN DT N —-- 0HOCKED JR DATE —� 0 Januar 24, 2003 00 0� SECOND FLOOR FIRE ALARM PLAN _ _45 No ED Q Nwim NO. $GALE, 1/8" = 11-0 00—_ -- 1 ��-DRL 212� SHEET a N r o E6m0 0 k N n<' e or 0 ' N ,A a 11365 SW TIGARD S'FREET i n til'1'21103-110002,BL'I'21104-00I 11, F:LC'2003- 111 041 8of22 a NOTICE: IF THE PRINT OR TYPE ON ANY I 1 I I - L 1II LIl-i I III 1t l t l l 1l�i IIII I I I I I I I I I�I )OLJIMAGE IS NOT AS CLEAR ASTHIS NOTICE, 3I 4L 61 - IT IS DUE TO THE QUALITY OF THE No 3e �":,'=� ��,�., a�a'�•,- ,�, ORIGINAL DOCUMENT --1 E 6Z 8IZ � LZ 8Z 5lZ 6Z EZ Z TI7 Uti 6T 13IT Gi 91 91 1>f bT ZT Tt dT 8 8 L 9 � 9 �6 � IIII IIII IIII illi IIII�II►1111111111111111111 IIIIIIIII Illllil!I IIIIIIIII 111111►I► 111111111 Ill►fllll l►1111111 lllllllll�lllllllil l Ili l►�Illllllll II►1111►►�1►►llllll�I111111;1llllll�ll►I1111iW WWlllllil;IllllU11111� «l.� liil`w'ilI ; _ PANEL 'R' PANEL. 'K' PANEL_ 'M' _ PANEL 'A' REVIdinN9 •Y VOLTS: 208/120 r 30 MAINS: 100A MLO _ �MTG: FLUSH VOLTS: 208/120 30 MAINS: 200A MLO MTG: SURFACE VOLTS: 208/120 �- - Z0 MAINS: 400A MLO M G: SURFACE VOLTS: 208/120 30 MAINS: 225A MLO MTG: SURFACE - — -- _ -- CONNECTED LOAD: POWER 21 KW LIGHTS 1.00 4.1 KW CONNECTED LOAD: POWER 46 KW LIGHTS 0.80 C.O. 0.90 CONNECTED LOAD: POWER 96KW LIGHTS OKW C.O. 1.1 KW CONNECTED LOAD: POWER 3.OKW LIGHTS 29 KW C.O. 18 KW TOTAL CONNECTED LOAD: 26KW TOTAL CONNECTED LOAD: 48KW TOTAL CONNECTED LOAD: 97KW TOTAL CONNECTED LOAD: 5OKW -----------" --AREA LOAD `" v "' `" `" LOAD AREA AREA LOAD "' V' `" `" `" LOAD AREA AREA LOAD �► ,n N N N N LOAD AREA AREA LOAD v, `" Ln `" LOAD AREA OR `J` �' Ai �'' a OR OR a k- o OR OR `�` ° k`' o �' a OR OR `�'USE POWER LIGHT C.O. 4 z z �d C.O. LIGHT POWER USE USE _ POWER LIGHT C.O. �d Z z $ C.O. LIGHT POWER USE USE POWER LIGHT C.O. tea' z Z C.O, LIGHT POWER USC USE POWER LIGFCf C.O. Z z z Z C.O. LIGHT POWER USE DISHWASH 1200 1 20 1 2 2 50 2 8000 RANGE K-2 1656 2 15 1 1 2 2 60 3 15500 K-11 RTU-1 14580 3 50 1 1 2 -- 1 BLANK SITE 620 1 20 1 2 20 1 1510 CORRIDOR MICROWAVE 1500 1 20 3 4 - -- --- --- --- - -- - - - - 3 4 - -- - --- --- - ---- ---- - -- - 3 4 -- 1 BLANK SITE 1240 1 20 3 4 20 1 1680 KITCHEN REFRIG. 1000 1 20 5 6 2 15 2 1976 PTAC-1 K-2 1920 2 15 1 5 6 - -- - --- -- -- ---- - - -- - 5 6 - - 1 BLANK SIGN 1200 1 20 5 6 20 1 1600 CORRIDOR _ _ COUNTER 1080 1 20 7 8 - - - -- --- ---- --- - --- - 7 8 2 20 1 700 K- 12 RTU-3 10836 3 45 1 7 8 1 45 3 11KW RTU-4 BUILDING_ 1300 1 20 7 8 20 1 1920 CHAPEL DISPOSAL 1500 1 20 9 10 2 15 2 2080 PTAC-2. K-2 500 200 ' 20 9 10 2 20 1 700 K-12 ---- -- - -- - 9 10 - -- - --- -- -- SPARE 1 20 9 10 20 1 750 TRACK SPARE 1 20 11 12 - -- - --- ---- KITCHEN 540 1 20 11 12 2 20 1 700 K-12 --- - - -- - -- - 11 12 - -- - --- _ ---- SPARE 1 20 11112 20 1 SPARE S1UDY 200 720 1 20 13 14 2 15 2 1976 PTAC-3 HOOD ACC. 600 1 20 2 13 14 2 40 3 11000 K-14 RTU-5 10836 3 45 1 13 14 1 35 3 __. 9.2KW RTU--6 DINING 1200 1 20 13 14 20 1 640 UPSTAIRS -- LIVING 1260 1 20 15 16 - -- - --- ---- K-4 1100 1 20 15 16 - --- - --- ---- ---- --- - -- - 15 16 - -- - --- --- - DINING 1?.00 1 20 15 16 20 1 1440 UPSTAIRS BEDROOM 200 720 1 20 1 17 18 2 15 2 2000 EWH-1 COUNTER 180 1 20 17 18 - -- - --- ---- -- -- --- - --- -- 17 18 - -- - --- ---- DINING 350 1 7.0 17 18 20 1 1760 UPSTAIRS - --- RESTROOM 36 200 180 1 20 19 20 - -- - -- ---- FIRE CTRL. 300 1 20 19 20 2 20 1 1500 K-15 RTU--7 8028 3 30 1 19 20 1 35 3 _ 9.2-KW RTU-8 SABHA 1200 1 20 _ 19 20 20 1 1360 UPSTAIRS RESTROOM 36 400 180 1 20 21 22 -- 1 _ BLANK K-17 3500 2 30 21 22 1 15 2 2400 K-180 ---- --- - -- -- 21 22 - -- - --- ---- SABHA 1200 1 20 21122 20 1 SPARE SPARE 1 20 23 24 -- 1 BLANK ---- --- - -- 23 24 - -- - --- -- ---- --- - -- - 23124 -- -- - --- ---- SPARE 1 20 23 24 20 1 SPARE SPARE 1 20 251261 -- 1 BLANK K-5 3000 2 20 25 26 1 15 2 1920 K-18b RTU-9 8352 3 35 1 25 26 1 35 3 9.2KW RTU-10 SABHA 1200 1 20 2.5 26 20 1 _ SPARE � SPARE 1 20 271281 -- 1 BLANK - --- --- _ - -- 27 28 - -- - - ---- ---- --- - -- - 27 28 - -- - --- --- SABHA 1200 1 20 27 28 20 1 SPARE ui SPARE 1 20 291301 - 1 BLANK COUNTER 180 1 20 29 30 20 1 SPARE ---- -- - - -- -- 29 30 - -- - --- ---- SABHA 350 1 20 29 30 20 1 SPARE NOTES: 1. PROVIDE ARC-FAULT BREAKER. SPARE 1 20 31 32 -- 1 BLANK EF-6 521? 1 20 1 31 32 1 15 2 2000 EWH-4 TRACK 750 1 20 31 32 20 1 750 FACP 2. PROVIDE 'HACR' TYPE BREAKER. SPARE 1 20 33 34 - 1 BLANK ROOF 1080 1 20 33 34 -- -- - --- ---- TRACK 750 1 20 33 34 20 1 500 SMK.DMP. SPARE 1 20 35 36 -- 1 BLANK DAMPERS 600 1 20 35 36 1 15 2 2000 EWH-2 STAGE 1200 1 20 35 36 20 1 500 TTB BLANK 1 -- .37. 38. - 1 BLANK WH-1,RP-1 200 1 20 37 38 - -- - --- ---- STAGE 1280 1 20 37 38 20 1 SPARE O Q? BLANK 1 -- 1391401 -- 1 BLANK BUNK 1 -- 139140 1 15 2 2000 EWH-3 SPARE 1 20 39. 40 20 1 SPARE BLANK 1 -- 1411421 -- 1 BLANK BLANK 1 -- 141142 - -- - --- ---- SPARE 1 20 41 42 20 1 SPARE ELECT 540 1 20 43 44 20 1 1440 244 CORRIDOR (� x NOTES: 1. PROVIDE 'HACR' TYPE BREAKER. NOTES: 1. PROVIDE 'HACR' TYPE BREAKER. .. 2. PROVIDE SHUNT-TRIP TYPE BREAKER FOR HOOD SHUT-DOWN. DINING 1260 1 20 45 46 20 1 360 WOMENS �•• W SABHA 1260 1 20 47 48 20 1 1080 244 CORRIDOR STAGE 360 1 20 49 50 20 1 360 LIBRARY STAGE 360 1 20 51 52 20 1 720 OFFICE V (� DRESSING 36 720 1 20 53 54 20 1 360 MENS 0 c � a. STAGE 360 1 20 55156 20 1 720 CHAPEL �y Q < STAGE 720 1 20 57 58 20 1 720 CHAPEL cr Q DRESSING 36 720 1 20 59 60 20 1 180 CHAPEL UPSTAIRS 1080 1 20 61 62 20 1 SPARE UPSTAIRS 1620 1 20 63 64 20 1 SPARE UPSTAIRS 1620 1 20 65 66 20 1 SPARE UPSTAIRS 1260 1 20 67 68 20 1 180 180 ELEVATOR SPARE 1 20 69 70 20 1 180 112 ELEVATOR SPARE 1 2.0 71 72 20 1 500 ELEVATOR SPARE 1 20 173174 -- 1 BLANK SPARE 1 20 75176 -- 1 BLANK SPARE 1 20 77178 -- 1 BLANK I N SPARE 1 20 79 80 - 1 BLANK K-25(27) SPARE 1 20 81 82 -- 1 BLANK f-ry"�► \ SPARE 1 20 83184 -- 1 BLANK g 119 AC A• i GA I --- K-11 - --- (PART OF) ,v,-29 K HOOD EXHAUST 00 5 p� AND SUPPLY �+ 1 ON ROOF N N K v III Y' N KITCHEN EQUIPMENT AND CONNECTIONS W W K-2�l23); 10'S -.___—_______.� LOAD VOLTAGE DISC. MEANS CONNECTIONS MISC. & PHASE Uj jig 30/2 30/ EK) z III '3R' '3R' K-20 ---- --- -- _ ---- _ _ C N = p ABBREVIATION -- - - - - - - -� K-g v w o v EC-ELECTRICAL K - - l --- ---_. a a a = Y w z ,. 1 I UJI w v w _ = p w z KES KITCRHAEN OR .16'S w? � a o N j w w 3 v a p ®0 Uwa or EQUIPMENT J FS K t z _j w w Q N a _j o� �z �Ocy ciao SUPPLIER GFI w m V) 3 V) s = w w c� 0 z c�zw w " K-II (16,18) 2 K a o , a s 0 w �z F:3 � z K-" 1 - -1 I K-1(3) e a. z DESCRIPTION oX Y > r� o w Q 010 02 Q..a3 �g REMARKS f(PART OF) 1 O �' 12 --� -- - - 2 K-1(3 WALK-IN COOLER 3/4 208 • • • EC `' W rr • 1 - FSI _-`- I _-- __- �__._ K-5 73 WALK-IN FREEZER 1 KITCHEN EQUIPMENT K-19 K - --- - ---- - _j I — -- -- _ - - - - —_ — --- - �•— 14 I r- - -, I ♦ M 4 K-15 FOOD MIXER 1.1 120 • • +42" • EC �� z CASJ I I I I 2 ----- -- --- - -- - - - --- - _ -- - - -- BOX OUTLET W 0 � O ---- K .LK-10J K-12 I K 5 K-25(27) MICROWAVE OVEN 3.0 208 • • +42" • EC Z (� ANSUL SYSTEM 12 I FS --- 1 12 G K-5(7) 11 K-2(4,6) CONVECTION STEAMER - 16 208 • — -� - -_- - -- EC BORE STANDING JUNCTION - I --------- FINISHED Z J FREE STANDING OUTLET, FLOOR 12 K-8,10,12 HEAVY-DUTY GAS RANGE 0.7 120 • • • EC SEE DETAIL (THIS SHEET) In �" z _ K-8,10,12.��/ I ( AC ---- - - - ---- -- ----. -- - - - - FREE STANDING JUNCTION- �" d GFI 14 K-14(16,18) TABLE TOP KETTLE 11 208 • • • EC BOX W (� K K 15 K-20 GAS RANGE 1.5 120 • • +18" t-0 - ON EC �� Q K-17 -- _- - - < C I -- -- - 18 K-15,17 4 --- - ------------- -- _ ---- - -. 17 K-21(23) HOT FOOD BUFFET 3.5 208 • • +18" EC FREE STANDING OUTLET, RIGID — RIGID � K-13,15,17 r NEMA 6-30R CONDUIT STEEL to l _ _ - _ _18 K-13 HOOD ACCESSORIES 0.5 120 • • • EC CONDUIT 180 K-22(24) HOOD FAN 11 (EXHAUST) 1.5 208 • • • EROOF � r 18b K-26(28) HOOD FAN 12 (SUPPLY) 1 208 • • • EC ON ROOF AL - FREESTANDING OUTLET BOX_ DRAWN r - K-1 I \'(PART OF, - - -__ --- KEYED NOTES 6 DT CHECKIED DETAIL NOT T❑ SCALE � �. - l — E-3 M �Q ( -J --- --- - - - — _l L---- - - I 1 Ot CONNECT ALL WALK-IN ACCESSORIES. ATE --- Januar 24 2003 �2 HOOD ALARM SHALL DISCONNECT POWER AND GAS TO ALL EQUIPMENT UNDER THE -- �� --'- - HOOD. PROVIDE CONTROL TO SHUNT-TRIP BREAKERS AND ALL GAS SOLENOID ecw�e «; VALVES. A5 NOTED JOB No. 03 PROVIDE INTERLOCKED STARTERS FOR HOOD EXFWUST AND SUPPLY FANS. PROVIDE 00-DRL-12_ -1 _ TENLARGED KITCHEN PLAN NEMA '0' SIZE WITH BAND/OFF/AUTO AND COLORED INuiUATOR LIGHTS. v SHEET _ SCALE. 1/4" = I'-,a" E700 0 ry O O a 1rq 1365, SNN 1 IGARD ti l R.1' VA til'1'2003-001)1)2,111'P2()O4-1)()111, EII.C2003- <1 00042 NOTICE: IF THE PRINT OR TYPE ON ANY 11 I f I I I III III III ill III I�jI ' I I I III III I I III III III I I f III I l f III l I I I I I III III IIIIIII III III I I I I I I III III I I I f III III III I L I I I ' 1 1 1 I l l l l l i III III IIIIIII III III VIII I IMAGE IS NOT AS CLEAR AS THIS NOTICE, L I I it -I- I `-''L_ L L - -- I- I - I I I 1----I L6L .I. 181 �- -I - I--1 � I 111 I _ 1 T(� i 13 ' Ooo IT IS DUE TO THE QUALITY OF THE No 36 0i ='. r ^'H ORIGINAL DOCUMENT �E 8lZ 8Z LZ e1Z z fiZ BZ Z if 7. U1Z 61 81 Ll 9i 9I bi el Zi f1t I i 8 8 hL 9 Q 1b I (£ �Z i,ruw �IIIIIIIII IllllIll l 11111 - 1 II►I�IIII llllliil� ►Illlllll�IIII Illl�llllllllitlllllllll Iilll�ill III►11III�Ii►Illlll IIIIIIIII�illllll►I II I ILII Illlll►I► I►.Illlll�►�Il�lll�lll1, IIII1IIIIIIIII I��11lII��llll�lll�ll�J[11111«> llll� lilllllll�llilillllllllll I►�i►�t��l ELLCTRICAL SYMBOLS LIST p" •Y LIGHTING FIXTURE SCHEDULE -- AFF- ABOVE FINISHED FLOOR GFI -GROUND FAULT INTERRUPT - - _- ABBREVIATIONS: AIC -AMPERES INTERRUPTING CAPACITY MLO- MAIN LUGS ONLY TYPE DESCRIPTION MTG. LAMPS MFR. do CATALOG NO. NOTE EC - EMPTY CONDUIT UON- UNLESS OTHERWISE NOTED BF24 BARE FLUORESCENT, 4 FOOT, —. SURFACE 2- LITHONIA NO. C232-GEB 1 - -- --- — EWC- ELECTRIC WATER COOLER WP -WEATHERPROOF 2 LAMP ON F32 OR LUUAL IN COLUMBIA, COOPER OR DAY-BRITE 3R - NEMA '3R' RATED TK TOE KICK CEILING T8 v _ SYMBOL DESCRIPTION CM1 CEILING MOUNT, INCANDESCENT, 2 LAMP, SURFACE 2- PROGRESS NO. P3733-10 12 IN. DIA., DECORATIVE BOWL, BRASS TRIM, ON 75W OR APPROVED EQUAL 1 r — r FLUORESCENT LIGHTING OUTLET AND FIXTURE, ETCHED GLASS CEILING INC. `- -" RECESSED OR SURFACE MOUNTED -� FLUORESCENT LIGHTING OUTLET AND FIXTURE WITH EMERGENCY BALLAST. CM2 SAME AS RR4 DUAL-LITE NO UFO-4 OR APPROVED EQUAL NL FLUORESCENT LIGHTING OUTLET AND FIXTURE USED AS NIGHT LIGHT. SIZE OF RACEWAY CONNECT TO UNSWITCHED LEG OR UNSW'fCHED CIRCUIT BREAKER. - -- - -- - -- �. SIZE OF CONDUCTORS NO, 0 of LIGHTING OUTLET AND FIXTURE, CEILING OR WALL MOUNTED EX1 EXIT LIGHT, BLACK HOUSING, BRUSH AS SHOWN LED HUBBELL NO. C SERIES 1 (LO OF CONDUCTORS _ (LONGER SLASH ALUMINUM FACE, GREEN LETTERS, DIFFUSER, ON 13Y LITHONIA NO. SIGNATURE SERIES IS THE NEUTRAL) o EXIT LIGHTING OUTLET AND FIXTURE, CEILING OR WALL MOUNTED (E-END MOUNT) BATTERY BACK-UP DRAWING MFR. PRESCOLITE NO LEDB SERIES ARROWS INDICATE PATH OF TRAVEL FOR SIGN FACE. SURE-UTE. NO. CX SERIES WSJ) RECESSED ROUND LIGHTING OUTLET AND FIXTURE P1 POLE LIGHT, METAL HALIDE, SEE 1- LITHONIA NO. KAD-25OM-R4-SPDO4 UNMARKED CONDUIT - SHOE-BOX STYLE CUTOFF, 20' POLE, DETAIL 250W MH POLE N0, SSS-20-4C FINISH DARK BRONZE 1 CONTAINS (2) NO 12 �� 3-12-3/4 uj 0100 PORCELAIN IAMPHOLDER WITH LAMP SIZE AS NOTED R4 DISTRIBUTION, DARK BRONZE COATED OR EQUAL IN LUMARK, HUBBELL, OR SPAULDING A-2,4,6 J L E]-o-C] CONDUIT N POLE LIGHT, SINGLE LUMINAIRE AND DOUBLE LUMINAIRE RR1 6' RECESSED ROUND, COMPACT FLUORESCENT, RECESSED 1- LITHONIA NO. AF-126TRT-6AR 1 UP SEPARATE PAEL HOMERUN IN MIN. OPEN CLEAR REFLECTOR, HORIZONTAL 1 LAMP, IN 26W OR EQUAL IN COLUMBIA, COOPER OR DAY-BRITE CIRCUIT 3/4 RACEWAY TO PANEL O S SINGLE POLE SWITCH, LETTER INDICATES LIGHTS CONTROLLED SPECULAR LOW IRRIDESCENT CEILING TRT (NEUTRAL, 3 PHASE do GROUND) ° - — ROUTE OVERHEAD OR BELOW/ F J SLAB AS REQUIRED. -�• �' S3 S4 THREE WAY AND FOUR WAY SWITCH RR2 6' RECESSED ROUND, INCANDESCENT, RECESSED 1- LITHONIA NO. A6-MB 1 CONDUIT CONCEALED V - - OPEN CLEAR REFLECTOR, VERTICAL. 1 LAMP, IN 10OW OR EQUAL IN COLUMBIA, COOPER OR DAY-BRITE DOWN✓ I IN FLOOR SP SWITCH WITH PILOT LIGHT (IN ADJACENT GANG) BLACK BAFFLE CEILING COATED I I EXISTING JUNCTION BOX S D DIMMING SWITCH, WATTAGE AS REQUIRED RR3 6' RECESSED ROUND, METAL HALIDE, RECESSED 1- LITHONIA NO. AH-70M-FAR 1 LIGHTING OR 1 U — OPEN CLEAR REFLECTOR, VERTICAL 1 LAMP, IN 70W OR EQUAL IN COLUMBIA, COOPER OR DAY-BRITE CONDUIT CONCEALED IN WALL, POWER OUTLET V t BRANCH CIRCUIT PANELBOARD, SURFACE AND FLUSH MOUNTED SPECULAR LOW IRRIDESCENT, OPEN RATED LAMP CEILING COATED STUB � CEILING OR MILLWORK. ALSO O � a OPEN SURFACE AS SPECIFICALLYa: ; © � TERMINAL CAPINET, SURFACE AND FLUSH MOUNTED RR4 9' RECESSED ROUND, COMPACT FLUORESCENT, RECESSED 1- LITHONIA NO. LGF--126TRT-9FW-DCL 1 CAPPED NOTED S DROP OPAL LENS, HORi7.ONTAL 1 LAMP, IN 26W OR EQUAL IN COLUMBIA, COOPER OR DAY-BRITE CONDUIT - ---0/H P OVERHEAD FEEDER; P INDICATES PRIMARY, S INDICATES SECONDARY WHITE TRIM, DAMP LABEL CEILING TRT —U/-, P UNDERGROUND FEEDER' P INDICATES PRIMARY I I " / CA ES S ND ,ATEA SECONDARY SF2 SURFACE FLUORESCENT, 1x4% MODULAR, SURFACE 2- LITHONIA N0. M-232-Al2-GEB 1 2 LAMP, CLEAR PRISMATIC ACRYLIC LENS, ON 32W OR EQUAL IN COLUMBIA, COOPER OR DAY-BRITE CIRCUITING SYMBOLS T TELEPHONE SYSTEM CONDUIT STEEL. HOUSING CEILING T8 __ - NOT TO SCALE TV TELEVISION SYSTEM COMDUIT. SF2K SAME AS S172 WITH FOOD SERVICE GASKETING 1 DUPLEX RECEPTACLE, (CONVENIENCE OUTLET, C.O.), NUMBER INDICATES CIRCUIT, AC-ABOVE COUNTER �S�"p 1 N F / GFl-GROUND FAULT INTERRUPT, IG-ISOLATED GROUND, FS-FREE-STANDING �� mo DOUBLE DUPLEX RECEPTACLE SF3 SURFACE FLUORESCENT, 2'x4', MODULAR, SURFACE 3- UTHONIA NO. 2M-332-Al2-GEB 1 3 LAMP, CLEAR PRISMATIC ACRYLJC LENS, ON 32W OR EQUAL IN COLUMBIA, COOPER OR DAY-BRITE Q O� DUPLEX RECEPTACLE, HALF OF RECEPTACLE SWITCHED STEEL HOUSING CEILING T8 OIEOAi ® SPECLIL PURPOSE RECEPTACLE OR CONNECTION _ SF4 SURFACE FLUORESCENT, 2'x4', MODULAR, SURFACE 4- LITHONIA NO. 2M-432-Al2-GEB 1 4 LAMP, CLEAR PRISMATIC ACRYLIC LENS, ON 32W OR EQUAL IN COLUMBIA, COOPER OR DAY-BRITE A. al MOTOR OUTLET STEEL HOUSING CEILING T8 RL MOTORIZED DAMPER, PROVIDE ?OWER AND CONTROLS AS DIRECTED BY MECHANICAL. 74K SAME AS SF4 WITH FOOD SERVICE GASKETING 1 ® WATMOUR METER -- — 4 QJ JUNCTION BOX TO TRACK LIGHTING, TWO CIRCUIT TRACK, SURFACE 1- UTHONIA NO. RNDB-PAR38-MB-WH 1 �N 10 FT. LENGTH WITH 5 HEADS, ON 15OW TRACK NO. L2T10-WH MArNETIC MOTOR STARTER OR CONTACTOR ROUND BACK CYLINDER, WHITE FINISH CEILING PAR38 OR EQUAL IN COLUMBIA, COOPER OR DAY-BRITT Q' EP [�' DISCONNECT SWITCH; F--USED DISCONNECT SWITCH; B-ENCLOSED CIRCUIT BREAKER VL1 VANITY LIGHT, 2FOOT, 4 LAMP, SURFACE 4- PROGRESS NO. P3011-30 1 EMT CONDUIT WHITE GLASS DIFFUSER ABOVE 75W OR APPROVED EQUAL WALL UW TRANSFORMER MIRROR COATED SZ COMMUNICATIONS OUTLET; 3/4'EC TO TELEPHONE TERMINAL BOARD (TTB) WB1 WALL BRACKET, ELEVATOR PIT LIGHT, SURFACE 1-- LITHONIA NO. VR2 1 BRANCH CLEAR PRISMATIC LENS ON 10OW OR EQUAL IN COLUMBIA, COOPER OR DAY-BRITE PANEL THERMOSTAT OUTLET, WITH 718-1/2'C TO RESPECTIVE HVAC UNIT. VERIFY SIZE AND�1 NUMBER OF CONDUCTORS. WALL COALED BRANCHPANEL EF MECHANICAL EQUIPMENT SYMBOL, REFERENCE MECHANICAL PIANS WB2 WALL BRACKET, METAL HALIDE, SURFACE 1- GARDCO NO. 101-WT-70MH-BRP 1 1 ---- CUT-OFF STYLE, WIDE THROW, ON 70W OR EQUAL IN COOPER OR LSI 0NOTE NUiABER BRONZE FINISH WALL MH COATED i W pT �o TV OUTLET, CEILING OR WALL MOUNTED UNLESS OTHERWISE NOTED WF2 WALL FLUORESCENT, 4 FOOT, 2 LAMP, ON WALL 2- LIGHONIA NO. WP-232-GEB 1 IMC OR RIGID ~ � z PRISMATIC ACRYLIC LENS, UP/DOWN ABOVE 32W OR EQUAL IN COLUMBIA, COOPER OR DAY-BRITE CONDUIT U. ® FIRE ALARM REMOTE ANNUNCIATOR LIGHT, WHTIE FINISH MIRROR T8 uj 0 (/� O COUPLING FINISHED CONCRETE 3.00WS1 WALL SCONCE i0 BE SELECTED BY OWNER, SURFACE 1- F[]Q FIRE ALARM HORN/STROBE; MiNIMUha CANDELA RATING AS NOTED 1 FLOOR zO PROVIDE =600.00 PER FIXn1RE ALLOWANCE, ON 70W W < Q W lx F� FIRE ALARM STROBE ONLY; MINIMUM CANDELA RATING AS NOTED EXTERIOR RA•�ED WALL MH a --- _-- MAX. ° J a d / 44" d G I I Q. r/ Q FIRE ALARM SMOKE DETECTOR, CEILING MDUNTED; P-PHOTO ELECTRIC, I-IONIZATION, H-HEAT, D-IN DUCT WS2 WALL SCGNCE TO BE SELECTED BY OWNER, SURFACE 2- PROVIDE =400.00 PER FIXTURE ALLOWANCE ON 26W SCHEDULE 40 PVC, i i 1 I I i i W cc ` GALVANIZED RIGID ' ' W r - �}• FIRE ALARM DUC I SMOKE DETECTOR; S SUFpLY, R-nET'JKN WALL IMAX OR IMC I F' � ♦Q SMOKE I E PAMPER; PROVIDE AND INSTALLED BY MECH. 120V POWER h FIRE ALARM CONNECTION RIGID �\\ �'-----� F'- � r� V SD NOTES: 1. 120 VOLTS GALVANIZED ELBOW i- C6 �•• BY ELECTRICAL PROVIDE RELAY AS REQUIRED TO CONNECT TO FIRE ALARM AND 120V POWER. F., ❑F FIRE ALARM MANUAL STATION _ GENERAL NOTE: 1. PROVIDE FIXTURES WITH EMERGENCY BALLASTS AS SHOWN ON PLANS. (� 1 2. PROVIDE ALL FLUORESCENT LAMPS WITH 3000' KELVIN COLOR TEMPERATURE. �$QHT VIEW Q 3. PROVIDE ALL FLUORESCENT FIXTURES, WHICH ARE DUAL LIWL SWITCHED, WITH TWO BALLASTS. L *� INSIDE AND OUTSIDE LAMPS SHALL BE SWITCHED SEPARATELY FOR DUAL LEVEL SWITCHING. BRANCH PA N E L B OA R D C L EVAT I O N DETAIL (�] NOT TO SCALE NOTE: PROVIDE CONDUIT PER SPECIFICATION SECTION 16111-3.4 I DRAWN DT CHECKa . LL JR_ -DATE January 24, 2003 - °' $CALE A5 NOTED Q. JOS No. 3 00-DRL-121 _ w SHEET I v r N d o E800 I N ra 11 0F P N O O 113GS Ski' 71CARU S I'Itl';H'.I, a S111'2003-00002,R17 1'21111.{-110 1 1 00042 1, H I.('2003- G 10ol22 .., _: -:...._... ,,..,.........•.....,...�....uqn.i un..: :.. ,. ,, .... ... ........ .... .xu o;..;, 1..,.... .r -H.viNRLJfdI''^)M",. �'hii.d :rt-h:,, .. :.:: moi. ,.drr v.uv.::::, NOTIC_: IF1-14EPRINT ORTYPE ONANY r.Ir11II II iII III SII III i(fiII tII ! II III IIt IIt IIF tITIII III III ( III III III III III III III I I III IIIIIIII � IIIIII III III I i 111 III Illllli III III 1111 ! II 111 III VIII l C IMAGE IS NOT AS CLEAR AS THIS NOTICE, f I I 11( I I I �i _L I I -31 I I ' � _l I I I b I . I I I I g I I I l lU I I 1L I 1� T( 13 _ l - _1 L _1 IT IS DUE TO THE QUALITY OF THE !� 36 �' ::=-�-�• J ORIGINAL L )CUMCNT I o�s 8lz eiti G�z I 9ls If9)� elz Illllllllilllllilllllllllllll IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIII IIIIIIII91 I ilIINIIlllllll�lllllllll II I i II I!tl i I II r 6 I �8 f G I9 1 9 s 9 1 �t��w� ILII ILII IIIIIIIIIIIIIIIIIilllllll ILII :III ILII liilllll III11111� I�,I ILII : IIIIIIIII Il�lll IIIIIIIIII�(111�111111111�1111W1J lllllllllllll L1S111I1��l�IIII tr LOAD CATEGORY do DEMAND FACTOR (DF) (KVA) (AEVISK*M By - - TOTAL (NC) (NC) (NC) (NC) 0 i !NC) (C) (NC) (NC) TOTAL CALCULATED Q o �z z z ' Via. CONN CTE LOAD WITH •4 CITY REVIEW JR C � 8/19/03 LOAD o OF ,_ OF ag OF a3c (n,F�' DF OF 9 OF OF �o OF IOAD E(INA� DEMAND �� - w --- --- 0.6 -__ __- --- --- -- --- -- - 29 --- 18 (.,) 2.4 --- PANEL 'A' 50 46 148 ---- 0.6 ---- --- ---- 29 14 2.4 46 PANEL 'K' 30 0.8 0.9 48 32 89 -- -------- - ---- -- -- ---- ---- ---- PANEL 'M' -- 97 97 269 89 1.3 ---- 6.0 --- - ---- 1.1 ---- 6.0 --- O.t --- ---- --- 2.0 --- 13 (•••) 1.0 --- 4.1 ---- --_ ___ PANEL 'R' 26 22 63 6.0 1 0.1 ---- 2.0 9.2 1.0 4.1 ---- RTU-2 21 21 65 21 ---- -- -- -- ---- ---- ---- ---- - -__ ___ ___ ___ _.__ ___ ___ PANELBOARDS WITHIN 50 FT. OF THE MSB SHALL BE NO LESS THAN ELEVATOR 28 28 78 22,000 OIC RATED. MAIN BREAKERS SHALL BE SERIES RATED WITH UL -- -- 28 ---- ---- ---- ---- ---- ---- TESTED AND CERTIFIED SERIES COMBINATION RATINGS ACCEPTABLE. �a• --- 116 --- 30 --- --- --- 8.0 --- 59 ) 31 --- 24 (••) 2.4 TOTAL a 270 242 695 116 30 ---- 8.0 38 31 17 2.4 O PANEL PANEL PANEL PANEL ELEVATOR RTU-2 �• Nogs (•) - MCA CALCULATED AS 125% OF CONTINUOUS LOAD PLUS 100% OF NON-CONTINUOUS LOAD �+ .M. 'q' K �R� 208/3 �08/�3 (••) - RECEPTACLE DEMAND FACTOR IS CALCULATED AS 100% OF THE FIRST 10.0 KW AND AS 50% OF THE REMAINDER, PER NEC 220-13. O v � (•••)- KITCHEN EQUIPMENT DEMAND FACTOR IS CALCULATED AS 65% OF KITCHEN EQUIPMENT LOAD, PER NEC 222-20. 24,000 AIC /� 4 M m �. W � MINIMUM .' 1 \ / T r T N N N O < MAIN SWITCHBOARD 'MSB' L2°0/3) 3 '°°/8 R' � 4 Q " +' SFPN-R' ' < 't 800A BUS FULLY RATED - 42,000 AIC BRACING a � U 208Y 120 VOLT, THREE PHASE, FOUR WIRE _ p " • oC � SECURE GEAR TO STRUC URE PER UBC SECTION 1632. z _ 6 U J r,,� � I I • 1 400/3 CIRCUIT BREAKER M' ' It9lo� OREGM H, 800/3 225/3 A. y MAIN SWITCH CIRCUIT BREAKER (3) 800A 'KRP-•C' FUSES e 200/3 CIRCUIT BREAKER - 100/3 100/3 ` CIRCUIT BREAKER CIRCUIT BREAKER 1i 100/3 100/3 W SPARE CIRCUIT BREAKER <' INCOMING LUGS j BUSSED SPACE PROVIDE CT CAN AND ---► • METER BASE AS DIRECTED !U BY LITILITY ------------ REMOVABLE LINK Z W L SINGLE LINE DIAGRAM NOTES, _ KEY NOTES _ � FEW1. CONTRACTOR SHALL VERIFY SERVICE REQUIREMENTS WITH SERVING UTILITY PRIOR TO O CONNECTION TO 3/0 BARE COPPER CONCRETE ENCASED ELECTRODE Z BIDDING. PER NEC 250-52A. W O cl) O ir4 LESS G CONNECTION TO METAL WATER SERVICE PER NEC 250.52A. 113/0(CU)-1"C 2. ALL CONDUCTORS LESS THAN 6 .AWG SHALL BE STRANDED COPPER. CONDUCTORS � Z LESS THAN 8 AWG SHALL BE SOLID COPPER. CONDUCTORS LARGER THAN 6 AWG (_2) Q w s SHALL BE STRANDED COPPER OR AA-8000 SERIES ALUMINUM ALLOY. ALL \`" SHUNT TRIP BREAKER < Q cr CONDUCTORS SHALL BE 600 VOLT, THHN/THWN INSULATION. O CONNECT TO FIRE ALARM SYSTEM. J Z Q r 3. VERIFY AND COORDINATE INSTALLATION OF 'MSB' IN DESIGNATED SPACE. � VERIFY ELEVATOR POWER AND BREAKER SIZE REQUIREMENTS WITH �- cl UNDERGROUND PRIMARY 4. EQUIPMENT GROUND CONDUCTOR SHALL HAVE GREEN INSULATION, GREEN TAPE OR SUPPLIER BEFORE INSTALLATION. SHUNT TRIP BREAKER SHALL BE � W OVERSIZED AS SHO a:BY UTILITY COMPANY SMALL BE BARE COPPER WIRE AS PER NEC 310. UJ � 45. ALL ALUMINUM CONDUCTORS SHALL BE TERMINATED IN ACCORDANCE WITH �- t C - U/G P U/G S U/G S - MANUFACTURERS RECOMMENDATIONS. USE ANTI-OXIDANT COMPOUND PRIOR TO TERMINATIONS. ~ UNDERGROUND SECONDARY 1 6. PROVIDE FULLY BUSSED SPACE IN 'MSB' SECTIONS. Q- M 3 1/2" CONDUITS EACH WITH�2� 4500 kcmil(CU) Q PAD MOUNT TRANSFORMER BY ELECTRICAL CONTRACTOR. a) � BY UTILITY DAAW N DT ---- CHECKED JR - ----- -- DAT! - -- r January 24, 2103 a SCALE 00 ONE-LINE DIAGRAM _ s NOTED. NOT To SCALE 00-DRL-127 SHEET m w i •l c N d 0 E900 O 0 o OF o ° N O n G Sfl'2lIUz-111111(IZ,I3I'!''1001-1111111, ELC'2003- 1 1;65 S%1 Flk; ARD ti 1 RH;l; r i 00042 I l ulZ 2 c. Z NOTICE: IF THE PRINT OR TYPE ON ANY III1 I f I il I1I II I II (II I! I I I I! I II II II il II I I f�II I II II I I I LII I II I III I III 1I I-II III -I-I-I I I I �II-I-i-III -I-I-I I I-II I-III-(I I-l�II-I I-ill II-II I I I_!..I I-I I I I I �II I ! I III I I I I I I I III 1III III1II I 2 4Flam^ IMAGE IS NOT AS CLEAR AS THIS NOTICE --- -- 11�-- - -- l NO-36 ®...`w<�...... �,t, ; :ry;.. ....,fir' '�",:,. :,,a.¢,j.43r.»iu•.y, IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT �_E 8Z 8Z LZ 9Z SIZ b1Z ElZ �.(Z [ Z OfZ2 4:K 8i 8t GT 9T 9T ib [ Si ZT Tt c�T 8 TS lG �9 I 4 I >E i 7. I �T "uw1 +.' I 1' I I I II � ►.II I I II I��► ►11►I 1IIIIIIIILIIII�lllllll��lll ll�l � �lll�►�IIII��111►► I �� ► III II 1111111 ilililll�l ►Illill�llll�ll�l�llll(I►I►�IIIIIIIII IIIII►III�III►IIII�I�►(l�l I I � I I I I [ 11 111I�llllll�llllIIIIII�iIIIIIII.III � III I III IIIIIIIII�I�II��III�III.I III IIII�IlIi�111 � I IIIII. III 0FFICF. COPY �. U a l l.. i I AH ! I r (�F I GARD 31Jl!_GING CI'JISION A P S WEST TEMPLE CONSTRUCTION PLANS for PUBLIC STREET IMPROVEMENTS to S . W . lk Dr 1 STREET AND 11 5th AVENUE TIGARD , OREGON i • LEGEND ABBREVIATIONS SPECIAL I.Nz"3-PECTION REQUIRED } ❑I. 1 State of 0�_,, _S►j Sructu al cialtCode EXISTING CATCH BASIN TASPHALTIC CONCRETE PAVEMENT PROPOSED CATCH BASIN APE ANGLEPOINT ELEVATION p Concrete :Ind Reinforcing Steel VAPTE ANGLE POINT STATION p Botts, ins•.olcc in Concrete 8.0. = WATER LINE BLOW OFF WASHINGTON SQUARE ! EXISTING MANHOLE BVC = BEGIN VERTICAL CURVE D 5�eciat i:ie7:cr�t- csisting Concrete Frame SHOPPING CENTER 0 PROPOSED MANHOLE CL = = BEGIN VERTICAL CURVE STATION CL = CENTERLINE O Rainfarc}rg *111el 8 Prestressing Steel Tendons Qa D CSP = CONCRETE SEWER PIPE ❑ Structural tNotsling EXISTING POWER POLE WITH STREET LIGHT CY = CUBIC YARDS r + DI = DUCTILE IRON PIPE C3High-Ctrm-,2th Colting EXISTING POWER POLE WITH PROPOSED ELEV = ELEVATION C)� STREET LIGHT EOP = EDGE OF PAVEMENT p Seruuturat f,.: onry EVC = END VERTICAL CURVE [3Rol.ifcrced Ypsum Concrete ,cho1`S ROADWAY CENTERLINE EVCS = END VERTICAL CURVE STATION i hll'• C� EXTG = EXISTING G Inst iating Concrete Fill PROPERTY LINES & RIGHT-OF-WAY FC = FLOW CONTROL { � FL = FLOW LINE D � r- r.�� [1 sp;ay nil: ad Firs-Resistive Materials Q -- EDGE OF EXISTING PAVEMENT FLG = FLANGE /" �. i g• GL = GU ITER LINE s�`C'J ff L Q pilings, ©ruled Piers and Caissons �NAut --- - EXISTING SANITARY SEWER HDPE = HIGH DENSITY POLYETHYLENE j�Yp�AN� LS N �, _ _ HYD = FIRE HYDRANT �Go"k. prAl p �hat,:ret6 ��TA� 3 1 PROPOSED SAId1TARY SEWER I = PIPE INVERT ELEVATION TNRu`s GUT sy�, f Special Grading, Excavation and Filling aAG cn W North Dakota St LF = LINEAL FEET U�P/7eN7 — _ -- - - - EXISTING STORM SEWER MJ = MECHANICAL JOINT EQ oP FIAC fA4 A ___r__ NTS NOT TO SCALE F0� s � ' O Smolw•Cantrol Systems Cr v — — PROPOSED STORM SEWER PC = POINT OF CURVATUREv��V L� f Other Inspections G��GR�� %° RFTA��N� �_` PGE = PORTLAND GENERAL ELECTRIC SW Ti ord St - -- W ----- - EXISTING WATER LINE PT = POINT OF TANGENCY n. PVC = POLYVINYL CHLORIDE --- W PROPOSED WATER LINE SPVI AN SEW INTOF SANi SANITARYVERTICAL SEWER LECTION DRAWING INDEX E - PROPOSED CURB STA = STATION C TY OF TIGARD SITE 1 Conditionally pproved...-,�� .,7` STD S STANDARD COVER SHEET For�onlofhe Pproved... ...I......................... I EXISTING CONTOUR y al work as d ' STM SEW = STORM SEWER TG = TOP OF GRATE PERMIT NO described In- PROPOSED 2 TIGARD ST PLAN: AND PROFILE PEFiMltt N0.iollow,,, , , � Z _---- PROPC�ED ACP TW = TOP OF SIDEWALK Attach """""""" TYP = TYPICAL ). 3 115th AVE PLAN AND PROFILE JcbAddress• „S'�i.....••...... " •' PROPOSED CONCRETE VC = VERTICAL CURVE GA��"' W = WATER eY'�-�G�r_` Date: 7 WQC = WATER QUALITY CONTROL 4 TIGARD ST SEWER PLAN AND PROFILE VICINITY MAP NORTH WV = WATER VALVE I NTS 5 115th AVE SEWER PLAN AND PROFILE �ED FRU�F 6 DETAILS ��N 9av SURVEY DATUk' IS GPS LOCATED AT SW N. DAKOTA AND 115TH ar ELEVATION = 228.76 NGVD-29 7 DETAILS '-� REG N DEVELOPER : 8 DETAILSpT�Y2t3. ELO ER . NARENDA PATEL ENGINEER . TRT ENGIINEERING, INC . LOCATION : 11435 S. W. TIGARD STREET �..y R��J 9 EROSION CONTROL PLAN B . A . P . S . WEST INC. 2636 S. E. MARKET TIGARD , OREGON 9 613d0f 5205 N INTERSTATE AVE PORTLAND , OREGON 97214 TAX MAP /LOT #: 1S 13 4DC 00700 BAPSCV01 7/110/03 PORTLAND , OREGON 97217 ( 503) 235- 7592 ZONING MAP DESIGNATION : R 4. 5 ( 503) 285 - 2556 FAX ( 503) 235-- 7593 B.A.P.S. WEST INC. rDRWNG No. TRT ENGINEERING, INC. 11435 SW TIGARD STREET TIGARD, OREGON W 2636 S.E. MARKET STREET PORTLAND, OREGON 97214 ,'"`► PHONE (503) 235-7592 PUBLIC STREET AND SI-ORM k4PROVEMENTS PROJECT NO. ►... FAX (503) 235-7593 COVER SHEE.T BAPSOI 111365 SNN "1'l(rARD S'1'RFF'1' SI'I'?O(IZ-onnu2,Bl 1'ZI►n 4-tllll 11, EI,C2003- OFFICE COPY 000.12 12022 NOTICE: IF THE PRINT OR TYPE ON ANY IMAGE IS NOT AS CLEAR AS THIS NOTICE, f I I flillll 111 IIII I I III 2I I II I I i I I 4I I � IT IS DUE TO THE QUALITY OFTHE I_ I- I III V I I I I BUD No 3e �,.. ORIGINAL DOCUMENT £ t3lz >��z GZz sz z tz oz si et + t [ st 9t t;i st z�t tt t IsJ111? 1Lje4Ibz illlllll�lllI IJI IIIIIII I I J ill 1. Illy 111111►IIIIIIIIIiilll►IIII►IIIIIIIIIIIIIIIII L►� II111W11<<lIl�11lIIIl lWll�illlll� ll►I►ldlll ' 241( REVISIONS By REVISIONS PER BJH CITY PLAN CHECK 4-11 03 REVISIONS PER 01 A CITY PLAN CHECK 4-16-0.1 COLUMN 51ZE SEE FLOOR FRAMING PLAN. 18' SQUARE BLOCKOUT x 12" DEEP FILL (LI/ CONCRETE AFTER - - SETTING COLUMN COLUMN 51ZE SEE 1/4� COLUMN IN WALL SEE FLOOR FRAMING PLAN. -3/4'xl0'xl0' BASE PLATE /� -- - ----- --- - BASE PLATE SEE 1/4• - SEE DETAIL A/51.2 i /,/--COLUMN PLAN DTE. IA/51.2 I I/2 I I/2 1-1/2' NON SHRINK- --(4.) 3/4'o ANCHOR (2) .r, BAR CONT. `- n l4) 314'o ANCHOR GROUT ---- I-R NON SHRINK - 7 BOLTS - SEE DETAIL I/d" GROUT / A/51.2 FO PLATE - " ` °d. N ANCHOR BOLT ° 3/4" DIA. HOLES s ° e d ° -- - (4) PLACES e'. ° - j " N ANCHOR BOLT dL _; -III a I I-III=1 I �, ° - ° 2' ._i i I-III.1 I II-- I , e I � ° � el d ,, _- I I_ I I - -- ° �5 12' O.C. _ - -a °< " --WALL FOOTING - I °� III= p y e 0 E - 1 � -� - -- SEE DETAIL 9/51.2 _ a I_I �, J V -1_I ,° e -I -SEE FTG V d --1 Q' III ° SCHEDULE FOR (4) 3/4' DIA.x9 EMBED.- SCHEDULE m U a d 1 DIMENSIONS AND ASTM A30-1'8 ANCHOR rn I I I= REINFORCING BOLTS. - - 3/4' STEEL BASE PLATE ' III-III-III 1 !2J 55 BAR CONT. 00 -III„1111„ I�I I II 111111�1111111„'IF- Q .3' MIN. - TYP. STEEL COLUMN ON COLUMN BASE PLATE DETAIL U L x COLUMN TO FOOTING CONNECTION- I __ AT INTERIOR FOOTIINGS , A _ INTERIOR WALL FOOTING 2 FOOTING FOR STUD COLUMNS 3 }- w m U.�1.2 _ SI.2 _ File Name: 27s-d3.dw' ' File Name: 27s-dl.dw - " o " File Name: 27s_dla.dw JI1 ' _ ' File Name: 27s-d2.dwg 3/4" _ 1'- �" g S12 i 0 3/� = I - 3 1 1/2 1 - g 3/4 1 Edit Date: 01-7.2-03 (14:52:13) Edit Date: 01-14-03 (15 0&06)Edit Date: O1 -22-0 (ts:t1:5e) Edit Date: 01-22-03 (15:07:1 ) � " � � 0 V r C °C c Lc 6 1-1/8' APA RATED FLOOR CCCVVVV p SHEATHING w/ 10d NAILS � 6' AND 12' O.G. 2x(o STUDS V 16' O.C. - SEE SHEAR WALL SCHEDULE FOR �10d NAILS AT 4' O.C. /-10d NAILS QT 4' O.C. - - _- _ SHEATHING AND NAILING �r W 10d NAILS AT 4' O.G. 2x6 STUDS a1 16' O.0 - SEE - 1/2' ASPHALT 1-I/8' APA RATED FLOOR 1-I/8' Ar�A RATED FLOOR TJI PRO 250 SHEAR WALL SCHEDULE FOR SHEATHING w/ 10d NAILS Si-IEATNING w/ 10d NAILS JOISTS � 12' D.G. SHEATr-IING AND NAILING EXPANSION JOINT. Co' AND 12' O.C. :o' AND 12' O.C. 3'x2' EXTRUDED C, i-9-I/2' TJI PRO 250 9-I/2' TJI PRO 250 I-1/4' TiMBERSTRAND - - JOISTS 12' CC, JOISTS 12' O.G. 2x6 FIRE BL GKI G BLOCKING 2x6 P.T. PLATE- POLYSTYRENE SIMPSON A34 INSULATION N - 1-114' TIMBERSTRAND -- =1-1/4' TIMBERSTRAND 0 - A30� A. BOLTS 48' O.C. �� a� BLOCKING BLOCKING , 2x4 STUDS 9 16 D.G. r N m w SIMPSON A34 _ - . SIMP50N A34 iv . -'}s -- 1/Ifo' APA RATED SHEATHING O 4 BAR CONTINUOUS W c 0 A L d R w FROM WALL ° 2x4 STUDS 9 16 O.G. � ,r w 8d NAILS AT 6' AND 12 O.G. RO WI w. a �, �, 1�- DOUBLE 2x4 TOP PLATE ANCHOR BOLT • r C 7/1(o" APA RATED SHEATHING DRAFT STOP -2x4 P.T. PLATE w/ 3/4'0 " 2x4 STUDS 9 16 O.G. I 2 •e e w 8d NAILS AT 6" AND 12' O.G. e ° (10'x2') A. BOLTS 9 48' O.G. °° n d' e __ - ---2x4 P.T. PLATE �. 2x4 P.T. PLATE ANCHOR BOLT - __ - �. 2x6 P.T. PLATE w/ 3/4'0 I ( , - 51 5' it A e< - a< e a� I - I ;NCHOR BOLTS 9 48' O.C. - I=III=1 I e ° __--_ - (2) 4 E3ARS CONT. " ° ° I._-I I - I=I II=111. 0 "4 DOWELS 9 15' µ° I - . a d 0 I --III- 1m� I I ANCHOR BOLT I--III-- 04 BAR CONT, O.C. - ALT. HODKS - - -I I=- - ° ° ; ,� a °.._ .a a e - = - --- -_ !2) "4 BARS CONT. _ - 1 -III= I - d --I I=III-I I I� -III- -III--I I I-1 1 1- 3x2 EXTRUDED = ° _ •4 DOWELS 9 18' -- ° _ 12' DEEP FTG. - SEE - I --------- I- III- a 1- _ •4 BARS 9 18' O.C. - _ III I I SCHEDULE -7: I- POLYSTYRENE I_ -I = ALT. NOOKS - ? O.G. - ALT. HDOKS __ - _ 314'0 ANCHOR BOLTS I 1 e ° 314'0 ANCHOR BOLTS ANGH01�rLATION 12" DEEP FTG. - SEE l2) •4 BARS CONT. I I 0 ° .I I I= AT 48' O.i_ 0 1=" -III= AT 48' O.G. - --_ 12' DEEP FTG. - SEE SCHEDULE ° I 1 =1 I •-"' Ell U a. I=I _ ANCHOR BOLT =1 I ° r . d o ° 2' -1 °. oSCHEDULE M - - r _ 0 M (2) 4 BARS CONT. I I I_-- - 2� 1 ---_- I I�,, (2) 4 BARS CONT. - "" _ I .6.-; =1 I I-I 11=1 I I-1 =1 l l=1 I I=1 I I==1 I I- 1=1 .� -1 I _ ; III-I i I- -III U -I 11=1 11=1 11=1 ' SEE DETAIL 9-51.2 FOR -I 11=1 11=1 11=1 ' -SEE DETAIL 9-51.2 FOR I _-_ =III -III_ III-I I l=III I '� FTG. DIMS. AND REINF, FTG. DIMS. AND REINF. -I i I-III-1 I I=III I- I'-6' �- TYPICAL EXTERIOR FRONT OF STAGE DETAIL INTERMEDIATE STAGE DETAIL 5 STAGE_ TO EXT. WALL DET. BLOCK -OUT AT DOOR _ WALL FOOTING 8 " " File Name: 27s-d4.dw SI.2 _ File Name: 27s-d...dw . 3/4 - ' " File Name: 27s-d6.dw 51.2 _ File Name: 27s--d7.dw 51.2 s File Name: 27s-d8.dw 51.1 3/4 = I - (d 9 3/4 - I - 9 - I - I� 9 3/4° - 1 - �" Edit Uate: O1-28--038 (13:34:35) 3/�N 1'- �" Edit Date: 01-28--038 (13:18:59) Edit Date: 01--2.3--03 (13:03:20) Edit Date: 04-15-03 (09:59:36) Edit Date: 04-17-03 (12:07:08) 4'-0' - �_ w Z2 ui LOW PE 901E PROPERTY LINE cc co U + z ° e e COMPACT -1 I I-I w O VJ O SEE FOUNDATION I° /_04 0 12' O.C. HORIZONTAL KEYSTONE UNITS-, ,,, ;„ .,, .; ,">= III-III r^ PLAN FOR STUD SIZE -1 =11 ' Z Q v AND SF-ACING - - < !' / III I w 1-111=1 I I-1 I__ I I- II- oC -I - - - - LIMIT OF EXCAVATON � -SEE SHEAR WALL 5CHEDUL_E I I IIII-I 11_ AND ARCHITECTURAL -III-I UO �1 Z 0 SECTIONS FOR SHEATHING IIII- °` 2" 4x4 OR 4x6 i UNIT CORE FILL J LOIU PER1"1, 30 -� I I I-. A30� BOLTS 0 =-1 I=1 I u W 4' DIA DRAINAGE � _ ``' COLLECTION PIPE �- Q 1,,,--314'0 " 0 `r 111- '•I .,;1\5.r,<" ; „ky;,� „ i1;,r�;t>a;,t R ;,i,,,� I I 1=1 1 (SEE NOTE BELOW) / AT 48 C.C. o _ ` I=1 -- -- _ _ ♦♦�� SIMP50N 5THD14 w/ (38) 16d I I=I I_=III=III:= =1I I_-III- 1 ''^^� V ANCHOR BOLT L _III- N STANDARD _ - I 6' CRUSHED STONE <C C6 2' I d d DOWELS 9 18' G.C. SINKER NAILS OR STHD10 W/(28) KEYSTONE UNITS -III I 119I I-I I __.__ --�= LEVELING PAD ♦^ J-`I e -� 16d SINKER NAILS SEE FLAN, v, =1 I I=- I I-1 I I-III= I I--III CONSTRUCTION NOTES ,: \\ � • ,.,r T,• . : ,.,.,;. , , , �,� , :, + , r i Ol END COMBINATION C'JRB/6UT-,ER AND SIDEWALK STA 13+78.7 LT 16' �� Q �.• { j+i i '' GL ELEV=188.32. BE'IN PAVEMENT TAPER 0 a�f #�� O2 END PAVEMENT TAPER STA 14+02 LT 15', MATCH TO EXISTING U SAW CUT AT CENTERLINE AND 1 FOOT FROM EDGE OF EXISTING ASPHALT PAVEMENT ALONG PAVEMENT TAPERS CONSTRUCT 5' SIDEWALK AND 5' LANDSCAPE STRIP ii t -" SEE TYPICAL SECTION DETAIL r CONSTRUCT STANDARD DRIVEWAY STA 11+85.2 (SEE DETAIL, SHEET 6) r - a a ! F 1 h ' ' (SEE DETAIL, SHEET 6 )CG-2 INLET STA 10+52.7 LT 16 + 4 / GL=187.67 T 7_1*!` a_ + r { j i ft ' 7 ( RIM=187.47 Iw N a ,r r y , I.E. IN 6"=184.20 _ `,I• � � I.E. OUT 10"=184.20Q 20 STORM MANHOLE STA 10+31.3, LT. 18.2' o -�j F �/ - O REPLACE EXISTING STORM INLET + I 1 I /� EDGE OF J / �� \• 12 EXISTING PAVEMEN Y-�r1g0 _____ RIM=188.00 0 0 x `� 21 I12"=184.8311 D f I.E. OUT18 84 8� 11P Q 1 11' f t8 - y ` 19 - - - ��` (n Ln �__ -: �,, 0 3'-12" PVC STORM LEAD, CONNECT TO EXISTING 12" STORM PIPE 20 EXISTING STORM MANHOLE i r - - _. .. r i -�-r •- I 1 1-. r� . ; �-• - - - RIM=187.881 87.88 I E IN(N) EX TG 20 CMP-183 88 MP=183.88 ` � r�,I, � I.E. IN(NE) EXTG 20 C - 20+�� A; , y x .,. r � r I.E. OUT(W) EXTG 1811 PVC 184.68 � � r 3 I.E. OUTS EXTG 14 CMP=184.68 HIGH FLOW BYPASS r • . W 12° PV I.E.(N j ?O" Ct�C'-1 88 ) ( ) I l NEW C 183.88 I.E.(NE) 20CMP}183. j 3:: E. IN(NE).. ------ l I.E. W 18"�'VC=1$4.:68 '�, L Q - �-�- _�___ _ -- O O 10 CONSTRUCT STANDARD CORNER WHEELCHAIR RAMP (SEE DETAIL, SHEET 7) -----____ _-- o 0 _ _ _ - -- -- �;F, W - GTE nl -' _`__= --_ .. _ W -_ - __- - X6` _ --- -- -3._ 11 URB CURVE D A . - 18 u' % ---~- ------- "� '`` ''�� EXTG SIDEWALK --- = - �._� __ -�_ D=89'41'31" PC 10+15.77 LT 50.82' (TIGARD ST) GL ELEV-189.84 LUMIN CL --- -- ,z, _--_._�_-__ __��___. R=35.00' =STA 20+50.77 RT 16 (115TH AVE) .0 *WHYD I I T=34.84' PT 10+50.7; RT 16' (TIGARD ST) GL ELEV=187.75 L=54.82' =STA 20+15 RT 50.84' (115TH AVE) N �►• 12 7-FOOT RIGHT-OF-WAY DEDICATION I 13 CONSTRUCT ASPHALT PAVEMENT AND SUBGRADE PER TYPICAL SECTION DETAIL, SHEET 6 vi 14 PROTECT SURVEY MONUMENT BOX DURING CONSTRUCTION 0 20 40 I 15 CONSTRUCT TEMPORARY 5',:5' ASPHALT SIDEWALK EXTENSION SCALE IN FEET 16 RELOCATE TRAFFIC SIGN SCALE: 1"=20' 17 PLANT STREET TREES IN PLANTER STRIP RED MAPLE AT STA 10+38, 10+98, 12+63, & 13+19 FLOWERING PEAR AT STA 10+71, 11+24, 12+36, 12+92, & 13+40 18 UPGRADE EXISTING LUMINAIRE TO 200-WATT DROP LENS COBRA HEAD 198 - -�--- ----- -- _ _ ____ I -____. _....._ _—__ 198 CONTACT JEFF STEIGLEDER AT PGE (503) 570-4404 1 Ii-- z re _ 19 INSTALL 1" WATER METER, 1-1/2" DOUBLE-CHECK VALVE ASSEMBLY �; 0 C-4 n a f AND 1-1/2" SCHEDULE 80 WA1tR SERVICE PIPE 00°° � CO PO r,,•; `n o O 196 20 FIRE SERVICE DOUBLE CHECK VALVE VAULT 196 a0J +v -- - - Pt--STA--1H o w ELEV=187.73 � 21 16' EASEMENT FOR VAULT .-1 w 3 N r-' , ?1zR 0o z r a w ?0 V.C. 00 II ,_n �- o N 22 INSTALL 200-WATT DROP LENS COBRA HEAD LUMINAIRE = N N vN + N Q �° WITH 6' MAST ARM ON EXISTING UTILITY FOLE ___.._____ CONTACT JEFF STEIGLEDER AT PGE ( 0 ) 570-4404 194 e9 e o F_ °0 - -- --- __ + _ __ __ — _ 194 5 3 _ +- -- rn ' ca auj + (n 00 w ►— F- z oil c0 N Q � II ZZ0, 0, 00 N N n � "UjujujW W } + x _ 0 O N 3 ~ _ 192 192 H ul in N I� a' 00Ln O � � v � + � ! + mil C14 Ln IN M > U � rQ- m oh Ow ^ 'n ?O ._j Q �°o _ __ N c�_ r - % -�- ---- ___ _ I _... --- - -r U w - - - - -__ --_ _ w N II190 190 > w, cn II V II z is EXI TING GRADE T .4 m w ` v > F- _j w Ii AT CENTERLINE P OPOSED GUT,ERLINE ` > a cn 5 Fr _ _ AT 20 LT OF CENTERLINE 188 - -- _ _ -- --- ----- - -- --_ - -- 188 EXISTING 12" STORM SEWER i 186 186 - -- - - _ __- - _ _-_ --_ ---------- 184 -___ ___._._. .__ 184 c��0 hRt7fF� 14,494 182 -------__ _._ _---- _ __ .__. .____ --- __-- �. _-- _-_ _.__•- 182 rt yNt C14 � `N. 0 � ai 06 0000 0°°o 00 �v�p 61-741,14- c6 r I — M... _�1.� I -L_. - 180 ,— _i_ 180 ----_--_..__._._ __--�_..._-___._- --_ __.._...-_1__-_ W _____. __._-�_____,. ____.._ __...__._.._ l 10+00 11+00 12+00 13+00 14-1.00 B AP SP P 01 7/10/03 TIGARD STREET PROEILE B.A.P.S. WEST INC. DRAWING NO. SCALE: 1"=20' H., 1"=2' V. _ TRT ENGINEERING, INC. 1 1435 SW TIGARD STREET TIGARD, OREGON 2 2636 S.E. MARKET STREET REV DATE DESCRIPTION DWN BY DES By CHK BY APP BY PORTLAND, OREGON 97214 PHONE (503) 235-7592 PUBLIC; STREET AND STORM IMPROVEMENTS PROJECT NO. DATE OF ISSUE DWN BY__ TET CHK BY _ FAX (503) 235-7593 TIGARD STREET PLAN AND P R 0 F I L EBAPS01 JAN 200 DES BY T APP BY 136r, SW TIGARD STREET SI"I.2003-00002,BUP2004-00111, F l.('2001- 00042 14o1`2 2 NOTICE: IF THE PRINT OR TYPE ON ANY TI I III I III III III III III I I i III 1 1 1 1 1 11 I I 1 1 1 1 I1 111 1 1 1 1 11 1 1 1 1 1 1 1 1 1 11 III 111 1 11 1 11 III 1111111 1 11 III 11 ! !11 III 111 111 III III 1 11 1 1 1 f 1 1 1 ! 11 111 1 1 11 III 11111 1111 f i 3_�_-�-----�-4� � -� -6� 7l -� - 1 r- ' I- I �l --1 _ off -I --� -11f 1 ,-� �T L 13, foo IMAGE IS NOT AS CLEAR AS THIS NOTICE, (_ No 36 IT IS DUE TO THE (QUALITY OF THE ORIGINAL DOCUMENT - -- � ( �111Zlll � •LTI1 Z ,IlilOi 1 9l1�7„I 9li ll1►Il>ltl►1I,11£11T11► IIIZ►�T �TT Il-f 18,I � IfSI111�1-111?IWG1-1�I1iIj1g1111�111it4lllillttL�LillliIl�llll�£ll!111111�1Z11 IIU TIlaflri��wi l �I I I1 �IIIII lll�l ll�llll�llll�llll�lilillllllllll ll,1f 11l II Ill IflI1 fll 1 w' 00 c� 0 20 40 I I \� ~\'\ o1 I i1� r rf tf :I l I .lr L� I SCALE IN FEET \ _ - I D) TCH INLE �C��`L '' i I EXI T}NG Q ! f / � I I m �p I ,RY SEWER MH iE 5 =2-06. 5', 12" - . h - --- _—..__. ---- I ITQHL; . Lc ' 10.53, - - _ — _ ,�` '_ .;.. _ j �._ �� 6 I 13 I r1 I - 205. 8, CO '�. r4. `� '0`• c8 , /I it I II ill it I, d - - W U f--FN('[ 205.8'x' -'- - - ?.. _ _ - - - C Itc- __ - I c, ri } ;•r 117 z•�-� I1 ' r _ � _ . ' _- . -_ L_ _ -.. __ -- _. _- 3 I 2 f 1 f 1 • ' r ,j .�• "�: I�I I. ..;.,I_• _i. .I. ul Q i i I t + .00+01 _ __ __-- - -- % I O p 11 5 i -+ : - l T' EX TG A CH A.- -- - _- - - - _- _ - _- -_------- -- - - --- -� _ _ .. ---- -- - � ____._ •�___. IM---201.08' { � � ---=-s •-�-�-3. /..-'� -- .._.._ 1 �_. p �I L I CN I CATCH B ,Ire " / �_ fri ' - — - - _�_ _ _ ----= _ d _ - =- _ d _ I 'C STA 2 +00 11 th AVE RIM=20 .14' - - - - -- �- _ _ _ IE(N)=1 9.78', 4'r PVC --- - - _ EDGE QF n1 � =STA O-r00 TIGARD ST N ; IE(F) -206.69', 12 ' C Tl_ I I IE(E)=1 9.83', 4" PVC EXIST�G PAVEMENT _ - - - _ _ :..E TG CATCH BASIN _ A 31F( _•)=207.99', 4 VC I I IE(S)�197183', 20" CMTL I � RIM-=1fi9'F'F3 I I I I I IC(N)=1 H6.68', 20' CM )L IE(N)=188.68' 4" PVC IF([) 188.53' 4" PVC I IE.(S)=186.68', 20" CM TI I I I I I I 15th AVENUE PLAN - - --T--- --�- - -- - -- - -- - _ , - - 220 - -_- _ ._ • _ -__ __._.._____ __ 20 -_ 218 � —�---._ __.--- — _ _._.__—_ __ 8 ui ' z .r rn i ------- - ---- _ .-- 216 216 --t O - A- +_ l NFN N Q N 214 214 i -- - -- __-.- I -- -- -- - --� 212 212 , 3 210 - _ i - - — _ -1---- _ ---;- - -------F- _- - EXfSTiNG DITCH --- I 210 05 z 208 __ m O — i2 1 Z ----1-- -- — -- O6 206 `�—_�--- - —--- —____ ----- `�_— — ---__— ;-�, —----- _ - - �---- cq � °� m rn 04 ;2 204 U > I --- I -- _._-- _------- -�--- 202 202 -- , --- H• w � i I ti -- n _ — -- I - ---- ---_- _ _- -- - - r`�--�4 --- -- _ - EX1 I�Tu GRADE i Q 200 AT CENTERLINE I ^ + 14- 0 98--_ - _ 198 _ _____._-.___t__ r__. _ PROOSED GUTTERLINE J Ln o N ago °O 196 ____ —_- _ AT.�16. gL.OF_CENTERLINE C �-N , 1 .4- °c� o N - ---- 196 I I I j N � � � n- Q (I � NQOOppj Q00 � 1 Lxfl F- LJ II > ~ cnwX � Q IIw cr, c~il � aw Uw CL W 192 192 I -I - - - - 190 190 � �— -__-- ------ �•---,--. - -� -4.71 188 188 I I I 86 186 j � I 184 84 I 82 i 182 26+00 7'"< i 00 24+00 23+00 22+00 21+00 20+00 CONSTRUCTION NOTES O BEGIN 5: 1 PAVEMENT TAPER STA 22+78.8 RT 14' 11 INSTALL 27'-12" DUCTILE IRON AT SLOPE=1.0% 115th AVENUE PROEILE SCALE: 1"=20' H., 1"=4' V. �r�_PRUFFSs O2 BEGIN CURB/GUTTER AND SIDEWALK STA 22+58.8 RT 16' (SEE TYPICAL SECTION DETAIL, SHEET 6) 12 CONNECT 12" DUCTILE IRON TO EXISTING STM INLET AT I.E.=186.68 �`� �NC,,494 �O i 4.,494 SAW CUT AT CENTERLINE AND 1 FOOT FROM EDGE OF EXISTING AVEM.NT 13 INSTALL 31'-12" DUCTILE IRON AT SLOPE=1.0% E 4 ADJUST GTE TELEPHONE MANHOLE RIM AND COVER 14 CONNECT TO EXISTING 20" STORM AT I.E.=195.7 2 0 SOT r� ��w -11161&3 O5 PC CURB STA 20+50.77 RT 16', GL ELEV=189.84 15 PLANT STREET TREES IN LANDSCAPE STRIP �y H �0 RED MAPLE AT STA 20+39, 21+00, 21+60 & 22+50 -r �6 INSTALL BARRICADE AT END OF WALK FLOWERING PEAR AT STA 20+68, 21 +29 & 21+89 gvj° 7-FOOT RIGHT-OF--WAY DEDICATION 16 STA 20+75, LT. 23', INSTAL!_ 200-WATT DROP LENS COBRA HEAD LUMINAIRE WITH 6' MAST ARM ON EXISTING POLE, CONTACT JEFF STEIGLEDER AT PGE (503) 570--4404• O INSTALL AREA DRAIN STA 22+70.1, ?T 17' (SEE DETAIL, SHEET 6) BAPSF'P02 7/10/03 RIM=199.00 17 STA 22+60, RT. 18', INSTALL 200-'MATT DROP LENS COBRA HEAD LUMINAIRE WITH 6' MAST ARM I.E.OUT 12" DUCTILE IRON=196.0 ON EXISTING POLE, CONTACT JEFF STEIGLEDER FT PGE (503) 570-4404 - B.A.P.S. WEST INC. DRAWING NO. O9 CONSTRUCT 20' RESIDENTIAL DRIVEWAY STA 22+26.6, RT. 16' — TRT ENGINEERING, INC. 11435 TIGARD STREET TIGARD, OREGON 3 10 INSTALL CG-2 STM INLET STA 20+54.85, RT 16 (SEE DETAIL, SHEET 6) — 2636 S.E. MARKET STREET RIM=189.36 REV DATE DESCRIPTION DWN BY DES BY CHK BY APP BY PORTLAND, OREGONPUBLIC STREET AND STORM IMPROVEMENTS PROJECT NO. GL=189.70 ---- PHONE (503) 235-7592 I.E.IN 10" DI(N)=187.86 DATE OF ISSUE DWN BY— T CNK BY FAX (503) 235-7593 115TH AVENUE PLAN AND P R 0 F-I L E BAPSo1 I,E.OUT 10" DI('N)=187,86 JAN 2 DES BY T APP BY k. 11365 S«' I IG:�RU S•I'RH:E'F SI'1.2003-00002,B1'P200.1-00111, FIA'2003- 000.12 1501`22 NOTICE: IF THE PRINT OR TYPE ON ANY rf I I ( III III III III III I I I III III III III III III I I I'I I I III III I I ' I I I III III III III III III I I I I I I I I III III I I III III I I III I (! IIIIII , I I ' I I I I I I I I I I III III IIIIII 1 I I �, j ► 4L I - ► I I. I I I I I I I I I la --�- 11 I iL �Ta�- 13 a00 5 IMAGE iS NOT AS CLEAR AS THIS NOTICE, - I----�� - _ bI I - - I --�1 - I-- �l --- -�- - � - �--- --- - IT IS DUE TO THE QUALITY OF THE "°as -- „ ORIGINAL DOCUMENT 8Z BZ LZ 9Z Z bZ £Z Z iti UZ 8i 8t G�t et 4t 6t ET Zt tt I o�t 8 B I l� I I —T� ' I j � !I I � I� II' IIIIII IIII�II111111I I►IIII�II�I�III�iIIIIII►I�IIII I►►�IIlLlllll►�IIlIlI1►I�IIII�I►►IIll1!1�1111�►1►�ll1�J��l��g �111ll1�1111 �lllll� �I►��NI► , � JJ � I�III IIIIIIIIIII!IIII.I I►IIII,II�IIIIIIII.�III1111 I IIIfI III III II f � � I III II III�IIIIII I►IIIIIII►II►III►►► I►III I I IIIIIII IIIIIII I ► � II i iiiiiijllllllllllllllIIIIIIIIIIIIIIIIIIII 0-72+6o I CO RI ISI- '18(x.5. - --------_ - _ _- - --- - - ---- �- - -- -- - =` - -- —? =-. _ '` 7-�A— E INSTRUCTION NOTES 6 i C rIVB-,M h i _„_ ,.. 2 n +',' 77-4 + - ---- 4-- --•- - _. � `J EXISTING SANITARY SEWER MANHOLE (MH#1) STA 30+00 (LINE 1) �� RIM = �.' ," __.- --`.'_.-'- - ---.--._ - -� � �� r, '. --- -�' - _..__.___ __ RIM=179.43 _>>yL 20" cI =1 .88 , - _ -- - _ 11X81 . W. 9rd - -'- - _--- _ - - �" Pv I -- - __- I E IN NEW C (N)=173.60 I.E.(NE;�� ?_U"CMP�;83. / 7' 5 4 3 3 LINE 1 STA 31+18.6= r - - - --_ "'""'�'�' �' ••---� _ I.E.OUT EXTG 8 PVC (,S)=173.11 - - _ I.E. W 8'`�VC=1$4.68 - --- -- - - - - ---- ---- ( �4 R-F fiR?E. \`r----- - -!� ------ - -- -- I LINE 2 STA 70+00 _- ! O 118.6'-8' 3034 PVC AT SLOPE=6.309 _.:�__` r p In�___ _---- -___— _________ -_ ._._ - W— - _ --- --- --- - - -- - - - - ---•- CONSTRUCT SANITARY SEWER MANHOLE (MH#2) I-UMiN -- EXTG SIDEWALK RIM=1$8.34 ' 'WH YD I.E.IN 8"(W)=181.30 I - I.E.OUT 8"(S)=181.10 ''' f, 4 ) 4" SANITARY SEWER SERVICE CONNECTION (SEE DETAIL, SHEET 7) O 180.2'-8" 3034 PVC AT SLOPE=0.509 ' O6 CONSTRUCT SANITARY SEWER MANHOLE (MH#3) STA 71+80.2 (LINE 2) -� RIM=187.88 I! ^ ' .40 I.E.OUT"8N(E)18182 20 SEE SHEET 5 FOR LINE 2 CONTINUATION I 0 20 40 I SCALE IN FEET �- 1 Sof 40 1 J EXTG. SAN SEW MH / RIM= 179.43 ',E,OUT 8" CDN "--173.11 192 - --- tj 192 w N 2 0 O17 TIGARD STf 114th PL PLAN ? m rn 00n © = I ! 06 A i 190 -+ w ad ao _____ __ ___ -�._-- ---___�r_.. _._ _-•_-• 190 aaz II zzp 196 i- a _ L� L,i (moi 196 - -- ^ _. .—. -._._—— __--__ - _-----_ . 188 ----------� ----- __ 188 I 194 o W 194 ? zx 0 w 196 ---- - 188iEXISTING GRADE � 11 I \ N = !0-% ABOVE PIPE lic + + 3 .s ', EXISTING WATERm Ooze 192 - - (nLZ �. .. - �_ �..._. -___ - ---- ;.7 n w ^ c+�j ---- --- - -- ----- _- -- --- 192 (LOCATION APPROX.}�\ ui o I aaz II zo I 184 _ - roo --1 184 11 z o I --.__t - z az (n ►- a — LLILiJ I II o ha _ LqLJ I tn (nNQ_ _ _ I par7H (n V) I �� N 'dzx Ll --' EXISTING GRAdE 0 �`� o z � E- 190 - - --_._�... __ _ _ _-- -----_-__ ----- _.__-- .......__ - CENTERLINE .-.-P-ROROSED GUTTERUNE —_ —_—_ -- --- _ ___.___ _ 190 `� Q N II _z o AT 16' RT OF CENTERLINE _ EXT TING GTE C_ NDUIT �- x W w 182 - (nW� � _ 182 �\ _ . (LOCATION APPROX.) ---- —r�rrr— rr---r —r—r—r ——————— ------r _—r__ \� — —rrrlrr rr_�rr—r_rrrr—rr—r __.--�_______�— ____rrrrrr—_� r__r__ rrr 1 r 188 - _ _ ____. - - -t---- --'----_ __-___.-_ I ___._- -- . - --- _ 188 --._.._ _ _ _- - __ __..._ ____. ----• _. LINE 1 - leo 136 1.86 - ___-- _ ---__ --- - 178 178 LINE�i oo 184 _ -- , - - EXISTING STM SEW -- I _ _ __ ._ { - __._._ ____ ______ ___ ------- . 184 LOCATION APPROX. 176 I __ --- - -��--- ___._.__..__ __.-__ 176 180.21'-8" 3034 P C, SLOPE=0.5096 i 182 -- ___ __ - ___ __. _ - --- - - - - 182 - I 174 _ - ----___. __ 174 Q N rrJ )L-Al O N N d ' ! I O00 o0 00 00 �� O CO I I p0pp. 00 cc 00 C6 � 180 __ _ _ _____ - - - -- _._ 180 _ _-- ---- __ ___1________-___.__.�__—_._ —.___1_____.._______.�--_-.- -----------�- i i _.1 °� oo ago �a�o I o0 00 72+00 71+00 70+00 172 31+00 30+00 TIG8RD STREET PROFILE 114th FLACE PROFILE SCALE: 1"=20' H., 1"=2' V. SCALE: 1"=20' H., 1"=2' V. �NG�N f)R� Fss�o BAPSPP03 7/101'03 14,49A� �9 _ B.A.P.S. WEST INC DRAWING NO. � `�� TRT ENGINEERING INC. 11435 SW TIGARD STREET w TIGARD, OREGON 4. 2636 S.E. MARKET STREET RE\ DAZE DESCRIPTION - — DWN BY DES 8Y CHK BY APP BY PORTLAND, OREGON 97214 PHONE (503) 235-7592 SANITARY SEWER IMPROVEMENTS PROJECT NO. P DATE OF ISSUE DWN BY IRI CN'( BY FAX (503) 235-7593 TIGARD S�T SEWER PLAN 8c PROFILE BAPS02 JAN 2003 DES BY TRT PJ*P BY 1 I3o-:; S\% FlGARD S'I'RH:I':"I' SIT2003--00002,113UP2004-001 11, 1111'2003- 00042 16o122 NOTICE: IF THE PRINT OR TYPE ON ANY I I 1- - L L- I -- -- 1 - - � - - --1 -_- 1 1 1 1 1 1 ! IIII I IMAGE IS NOT AS CLEAR AS THIS NOTICE 4s1�1_ - _ -- -- -- JT IT IS DUE TO THE QUALITY OF THE No 38 ': ORIGINAL DOCUMENT 01E 6�Z 817. I LIZI 91Z Sic, I 617 EIZ Z1Z I TI7 oIZ 6(i t+l? L�t Sit 911 61i I E1[ Tit L t �I i 16 j8 1L 8 19 I T1' F i Z i i�im ! 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IE(E )06.69 , 12 C TL I - - - - _ _ _ _ _ _ - IE( �)-207.99', a" VC Q 20 40 I „" (- � T � ?��CATCH BASIN S)=l 11'9.83 , 4 PVC I I k1M-189-n • I I��(S)=1 .37 8 i , �0 CMTL I SCALE IN FEET I I I I IF(N)=186.68', 20" CMTI 1 !E(N):-188.68', 4" PVC IE(C )=188.53', 1" PVC I I I I IE(S)=186.68', 20" CM TI_ I I I I I I I I I 115th AVENUE PLAN 220 i _—_.__ __� ___ —__.�— _____...__. 220 218 - 00 218 J N 216 rZ It tO' - _ _ _ _..----..-__-.- _ _ -___ .... ._.________ - _.-_ _ _...__ ---•___ _ 216 O _ -- -- - Kc `DZolo !�I N � N;N cn II II 214 - X ____. _ _ . - ao 212 I -- _ - 3'n_LL _ _.- J__ - _ �- _-__ _ i I -- ______ ---____...__.._t---- 212 _-- -. ------__-_ __ ______ ___. ____ _ -� < Z "Z� 3 j I Z . = Q www i ''.' 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O Q cD ! � I OROPOSED G TTERLINE w N v~i I u7 - I ao 196 ____ _ --__-__ ---_ _ ..___. __._. _ ._.�L1fi'.�?_ CENTERLINEI.. _ �z._us-coo a -x_ .11 = 0 1%11 __ 196 ----- - _._. —-_ _ __ ___ _....._._ .. ---- --- _ _._.. _ ,- n a v + c� � cn � w � cu oN 5z 00 � w - � o 00 + Qi - co 11 I I z _ ._►-- _...-._ ..__.__._.__.._.. _.__ ---+- o 001�� 194 94 483'_S.. $ --`. �``'_ ,r_ _4 079 _ _...d x w Z �.Ld Q 11 m + 0 > ago 00 034 _, cn w __ Q II w cn cn C, E `� V J + 3 z w 192 ------ ----- __ PS� P� ---____ _-__-_ __ - _ __.- __-. - - _ - _ ._ z~ 192 ---_ a- w 00 11 � a � 190 - ---- -*_ -__ _ _.. _-- ------- _ __ .-__ _._ -- __ _ _ `=:= _ _.-- _- -- ___ _. --- 90 ' 188 - - ----_--- �-- --- ,___.....___ _ _ _ __ _ .W _ _-_._._ - _-- - __-_r_. __-- _ -- - --- - 188 I - 186 --- - _- -- - --.- - - _ _- __ ___. -__ ---- -- ---- --_ - __ ._. - --- --- -- --- _ ___ - .. 186 1 _.- ---- -- _ - - - ----- -- --._ __- - --- __------- ... -__ __ -_ --- - ---- -- 84 .._ - -- ----- - - - + _...._ - -.. _ -- __.-----___..._ ---�--- 184 I I 182 ___�. I __L- - _._. - -_ __ __ _ _ _ _____L- _--__ ------__. _ .1____. __. - - - ---- ---_._ .._ _ _ _—_ -__ __ �._.____.__.___.-_1._---_.________ .._.._ ___. ._.-_ __ . _- _ -_.-___.__--- ---___._ 182 78+00 77+(;0 76+00 75+00 74+00 73+00 72+00 CONSTRUCTION NOTES 115th AVENUE PROFILE O1 CONSTRUCT SANITARY SEWER MANHOLE (MH#3) STA 71+80.2 SCALE: 1"=20' H., 1"=4' V. (SEE TIGARD STREET PLAN AND PROFILE) 483'•-8" 3034 PVC SANITARY SEWER AT SLOPE=3.779 �kk) P R 0 O3 4" SANITARY SEWER SERVICE CONNECTION 141N9JE_19 9 BAPSPP04 7/10/03 1 4O CONSTRUCT SANITARY SEWER MANHOLE (MH#4) STA 76+63.3 - - - --- B.A.P.S. WEST INC. DRAWING NO. RIM=207.7R� -- — — -- —_ _ -- 1 1435 SW TIGARD STREET I.E.IN 4" LATERAL (NE)=200.81 `(, 1, ,�v�' d� - - TRT ENGINEERING, INS. TIGARD, OREGON I.E.OUT 8"(S)=200.61 �r 2�- Q`� /��'� - __ _ 5 ` ) /yy R A\� 263(i S.E. MARKET STREET REV DATE DESCRIPTION DWN BY DES BY CHK BY APP BY PORTLAND, OREGON 97214 7 PHONE (503) 235-7592 SANITARY SEWER IMPROVEMENTS PROJECT N0. DATE OF ISSUE DEN BY T T CHK BY FAX (503) 235-7593 115TH AVE SEWER PLAN & PROFILE 8APS01 JAN 2003 DES BY T APP BY 11365 SW •TIGARD S'FRE.ET s SIT2003-00002,B1'P2004-00111, FAA'2003- I s 00012 17u1Z 2 41 NOTICE: IF THE PRINT OR i YPE ON ANY I I I I f III I I I I I I I III III I I I I I I I III III I I I I I I I III III I I I I! I l ! I V I I I 1111 1 11 I I I I I I I III III 1 1 III III I I ! I I I I I I I III III I I I III ' 11 11111111 I I 111 11111 11 111 III 1 I !I I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, I 111 - I- - L - 12.1 I 131 I_ I 14L..__ _ I` 1 I - 161- I - I -I� -L I_�l I I I_ L I - IIU�. I I _1 l� I-I 1�J I �C �✓l o�OC� IT IS DUL TO THE QUALITY OF THE No 38 nt?IGINALDOCUMENT OIE 8Z 8Z LZ sal I yIz 16Z siZ Z IZ OZ 8t 9t I LI 9t �3: ibT Et ZT TT i � � �� o� I 1111�1111�1111 111lllllllll�l ' �ill ll�llllll�1�1111 � I I II I(II,I 11111,111 ILII III�IIIIIIII►�IIII!IIII�►Illll ll�ljll 111111 11111►.Illfll ,I�III�IIII� VIII.II�IIIIII►IIIIIIIIIIIIIIIIIIII I�IIIIlI11►� � � I f 1 1111111 �I�IIIIIIIIIIII�IIIIIIIII�IIIIIII� IIII I IIIIII►III11I1 III 11 r :r CENTERLINE ROW ExiSTING DRIVEWAY - " MATCH WIDTH 2 7'& GRADE - -� - A 16' --5.0' 5.0' R W LINE DRAINAGE BLOCKOUT DESIGN PROFILE LINE= 0.5' LANDSCAPE SIDEWALK 0.5' SEE NOTE 4 3" I.D. PLASTIC I SAW CUT AT 1 6" GUTTER LINE VARIES PIPE W/COUPLING� + jj \ CENTERLINE I 1 SEE NOTE 3 1" BATTER -�-� _ ROAD r 1I' 1 R CURB JOINT SEE - I „ 6 " __ �' 1 SEE NOTE 5 ' �- --.�--: �- IN 2% SEE NOTN 0 TE 3 2% E 2 - 2% _ --- SIDEWALK 6" 1/201 f , -- - -- -- °. MAX. _ 6„ A 6 30 MAX 6' -- - - - BASE (COURSE-� ti � n 71 u 7 � _� ` � - - ilhil--SII- -'II- OF 3/4"-0" BASEROCK �1-_�--�-�-I� -- COMPACTED SUBGRADE I�-rI I 10' MIN T77 TTT PLAN 2" CLASS "C" A.C. 2" CLASS "B" A.C. 1. FOR USE ALONG MEDIANS, GUTTERS MAY BE REDUCED WITH PRIOR APPROVAL FROM THE CITY ENGINEER. 3" 3/4"-0" CRU'-:',HED CI HED ROCK CONSTRUCT PER TY QETIGARQ TA A � t)RAWlNG._[V0. 120 3/4" 2. CONCRETE TO HAVE A BREAKING STRENG-fH OF 3000 P.S.I. AFTER 28 DAYS. ►1�T� 12,� 2 -0 CRUSHED ROCK. 27 _ 3. EXPANSION JOINTS: 1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS, 6 SACK MIX, SLUMP RANGE j STREET _ �' - OF 1-1 2" TO 3". ' " f- J A. TO BE FROViDED: / 2. PANELS TO BE 5 FEET LONG. d' • ,° ____-_T-- oe 1) AT EACH POINT OF TANGENCY OF THE CURB. 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, 6 2) AT EACH COLD F IMLNT. UTILITY VAULTS, WHEELCHAIR RAMPS, & AT SPACING NOT TO EXCEED 45 FEET. � 2" OF AGGREGATE 3) AT EACH SIDE OF INLET STRUCTURES. 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE SECTION A- A (3/4"-0") COMPACTED 4) AT EACH END OF DRIVEWAYS. CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS. 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 4° FEET. 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE 6" X 6" 10 GA MESH SEE NOTE N0. 4 B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING, CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. WITH A THICKNESS OF 1/2 INCH. OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER 4. CONTRACTION JOINTS: PLASTIC PIPE AT 2% SLOPE. CONTRACTION JOINT TO BE PLACED OVER PIPE. NOTES: A. SPACING TO BE NOT MORE THAN 15 FEET. `4� E` 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1 1/2 INCHES. SECTION 1 �,��t�GINte9' 0 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. 5. BASE ROCK 2"-0 OR 3/4"-0, 959 COMPACTION. BASE ROCK SHALL BE TO 2 6 � 14,494 �\I SUBGRADE OF STREET STRUCTURE OR 4 IN DEPTH, WHICHEVER IS GREATER, REG C�� 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED 6. DRAINAGE BLOCKOUT - 3" DIAMETER PLASTIC PIPE: �`�-!✓ Cb MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. Y26 1 t• 4. 6" X 6" 10 GA MESH REQUIRED FOR A. 3" I.D. PLASTIC PIPE WITH COUPLING. Z crti�'�'/�. Q 0 COMMERCIAL DRIVEWAYS ONLY, B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB SAW CUT VERTICALLY 18" EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURB. oy 6 36)of- C. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MINIMUM OF 2.0' AND A MAXIMUM OF 3.0' FROM PROPERTY LINES. APPROVED BY. AGUSTIN P. DUENAS NO SCALE `- APPROVED BY. N'0 SCALE I SIDEWALK ADJACENT TO CURB 0 ENGINEERING DEPARTMENT - 0 13125 S.W. HALL BLVD. CITY ENGINEER STANDARD DWG. NO. \ ENGINEERING DEPARTMENT --AGUSTIN P. DUENAS pn ENGINEER DWG. NO. 18" ( AST IRON 91 TIGARD. OREGON 97223 13125 S.W. HALL BLVD CURB & GUTTER BREAK FLANGE SIDEWALK 0 Vole[ (503) 639-'171 MARCH 1998 DRIVEWAY TIGARD, 97223 MARCH 1998 �� I8 3x MIN, VALVE BOX TOP FAx So3 ee4-7297 14,2 FAX: 503 539-4171 +' CITY OF TIGARD FAX: 503 ee4-7297 �, A, :• MIN ` 6 MAX. OREGON APPROVAL DATE CITY OF TIGARD -_ OREGON APPROVAL DATE 1/2" -3/4 DRAIN ROCKS\� TAR PAPER (MOISTURE BARRIER) I _ -r-T-- 6" DUCTILE IRON PIPE LOCATE FRAME AND COVER r 4 4 f.' . , . �,d .. ,•. w OVER LEDGE OF AT LEAST 8 I r RESTRAIN FIELD LOK"LOR EIQUALWGASKETS 12" IN VNDTH • RECESSED CURB INLETS PLAN ylEw •X, TO BE INSTALLED IN SEE ORAw►NC NO. X60 I , -� A = FOR FRAME AND GRATE ( B ACCORDANCE WITH 6 MEGALUG RETAINER • , -- A CURB DRAWING NO. 226 , \ �� „ - f TOP OFI GLAND (EBAA IRON) EMENT C 1 DITCH , . . o PAV ,� �-CONCRETE PIER 6" GATE VALV'_ .. a.. ' d a D BLOCK FLG. x M.J. „ _ M.J. x 6 FLG. TEE - - MAXIMUM 27' rRU4 SIDEWALK WITH PLANTER ' SET A T-• WEEP _ GROUT ANF_ IN NON--SHRINK - :-� �^ '',� HOLES = O \ �. STRIP AT Cl;. ^.B o TOP OF FIRST STEP O - TO TOP OF CASTING . NOTES: _ GRADE RINGS (2",4',DR 6") ti �' MAX SET IN NO(4 SHRINK GROUT I -MANHOLE TO CONFORM WITH AS1M C-478 •r 11 • 0 f MAk • SIDEWALK PLAN I , z1~ p• _� " MAX. 6 I I v (O s'• 0 3 MIN, BREAK FLANGE 51ANDARU ECCENTRIC /\ -ALL PIPES ENTERING OR EXITING :HALL BE WAFER - - - i I ,• - TIGHT a X CONE I I o • f -CHANNELS TO BE J; vERTIr,A,_ HEIGHT OFyyrYN .4fi MIN 0 I °� �' n• r7 a NOTE: ` �o 0 PIPE-SMOOTH FINISHIr RAY-NECK OR KENT-SEAL TO 9E USED ON ALL > DITCH • I �- MANHOLE SECTIONS •b v 1. HYDRANTS TO BE MODERN MUELLER CENTURION, A-442,(OR APP'D EQUAL) 6" MJ, 5 1/4" . . BOTTOM �•' i �' •' V• O p d �9 pa MVO 3 PORT - TWO 2 1/2" PENTAGON OPERATION NUT, OPEN LEFT WITH THE FOLLOWING: -INSIDE DROP MAXIMUM 2' FOR SANITARY AND 4' FOR STORM VERTICAL DISTANCE INVERT TO ,e•, 21 6" •• 6" 16 •• A. OIL RESERVOIR INVERT . MANHOLE SECTION i B. BRONZE ACTUATION NUT (VARIABLE , -1) MAX, V MAX. -MINIMUM REICH T OF STANDARD TO BE 5' ! j SECTION A-A SECTION 8- 13 C. BRONZE SEAT RING -KNOCKOUTS TO Bf USFD WHFN STUB OUT PIPE IS SEE DRAVANG NO 104 MANHOLE STEPS '- o v �� a NOTES: - D. WEATHER SHIELD CAP E. SAFETY SLEEVE COUPLING II 0 1 CATCH BASIN TO BE CONSTRUCTED IN ACCORDANCE. WITH ASTM C•-478 F. THREADED NOZZLES WITH "0" RINGS - '' I p p d r OR LESS l I G. NP TIONAL STANDARD THREADS .' - •p c � ` ' • STEPS REQUIRED FOR CATCH BASINS OVER 4 1/2' TO FLOWUNE 2. SAFETY CHAINS TO BE REMOVED. .._ ` • ' •9 / » 4 ' • d 8" OF 3/4" COMPACTED RASE MATERIAL 3. HYDRANTS TO BE PAINTED USING R-1317 SAFETY YELLOW OR AN ALTERNATE APPROVED j 2'-40" g•�-_ `l a., ?`J 3 A" 6••� PRECAST CATCH BASIN: I j BY DISTRICT FIRE MARSHALL. MINIMUM wALL THICKNESS TO BE 5" ( 4. HYDRANT TO BE INSTALLED TRUE AND PLUMB. SC..�; T ION A--A SECTION B- B I REINFORCEMENT TO BE REBAR MEETING ASTM A615 GRAOF 60 OR WLI-DED WIRE' MEE'ING A „ 12" MAXIMUM - 5. NO OBSTRUCTIONS WITHIN 3 0 RADIUS OF HYDRANT. '"/�T slo'E 1' MIN FROM TDP OF _ - - - 6. IF SUBJECT TO VEHICLE DAMAGED PROTECTIVE POST TO BE PROVIDED. FOR CONCRETE PIPE NATES: I � ' • SEC1PE TO MANHOLE ' _ 7 VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING N0. 503 OR AS APPROVED I � SECTION ---------- . _ DITCH (!:LET ;:G`JSiRUCT10N IN ACCORDANCE HATH ASTM C-478 r:3Y ENGINEER. F � A' OF 3/4" COMPACTED BASE MATERIAL v U T R ` �� R UAffNd 8 THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS. DITCH INLET STRUCTURES FOR IPE SIZES 24" OR LARGER TO BE PRIOR P,PPROVED I N L FI T CATCH (- A SINHYDRANTS . INSTALL. A STORZ HPHA50-45NH PERMANENT ADAPTER (OR E,) DIVALENT)aw�y1/2" � I ON THE 4 1/2" PORT. 12" Or 3/4'-0 COMPACTED 9"'MIN)MUM.CONCRETE'Q,-'.44 PRECAST _ MINIMUM IMLL THICKNESS TO BE 5" L)KAWING NO. 225 ( f BASF MATERIAL `��-'�"` REINFORCEMENT TO BE REBAR MEETING ASTM A615 GRADE 60 OR WFLJF_D ✓ �---- ---- -I -T-- APPROVED BY T ' B' MINIMd' I WIRE MEETING ASTM A497 LE ^�• I \ 3-1-02 AD N . •i:•i..';.;.j• NO SCA 0 ore 9 ¢ ENGINEERING DEPARTMENT CITY ENGINEER DWG NO ASSEMBLY . 13125 S.W. HALL BLVD. \ nGARD, OREGON 97223 SCE: (503) 639-4171 - fffHYDRANT C FAX (503) 684-7297 342 unified unff OREGON DATE CITY OF TIGARD APPROVAL STANDARD MANHOLE uifloag� DITCH INLET - - rHAk---� -- 44 y DRAWING NO 010 �� a�� UU4 DRAWING NO. 250 'I --- --- -_- --------__ CITY OF 1"(CARD BUILDING DIVISION BAPSDT01 3/5/04 250 010 _� _ _- _ _ --- -- - B.A.P.S. WEST INC. DRAWING NO. TRT 'ENGINEERING, INC, 11435 SW TIGARD STREET -- -- - - TIGARD, OREGON _ 2636 S.E. MARKET STREET 6 REV DATE DESCRIPTION DWN BY DES BY CHK BY APF BY PORTLAND, OREGON 97214 PHONE (503) 235-7592 PUBLIC STREET IMPROVEMENTS PROJECT NO. DATE OF ISSUE DWN BY TRT CHK B _ ` AX (503) 235-7593 DETAILS f:APS01 _JAN 2003 DFS BY. TRT APP B'I -- 11363 SNI' 'FIGARD S'FREFA' SI"1'20113-00002,13['I'2004-00111, E.1.('2003- �r 00042 18022 NOTICIF THE PRINT O IMAGESNOT AS CLEAR AS THIS NOTICE, III II IIIIIIIIIIfII-IIIIII-IIIII III1 III III IIIII IIIIL 11ZI1 I I I�I,I ;I I I I l 1I1I1 IfiI1IIZIIIIII�II I£II IIlILII IIILII IIIII�IIIZIIII ILI�II�ITII:IZ_I1III.IIOI1IIIII ILII'-(I-II-II IIiI-II-III-_I L IIII�I ►-LI II I�IIIIIIIIIII-I�I-III III,I IIII1I1I6II1II(II1rrIIIIIII�IIIIIIIII I I III IlII �11I1III •I•-I I I I 11leu.RI . .;.._n .W.........,►.,..,.n,..n��.w„.r,,,,.",....,.,..ma....,.5 IT IS DUE TO THE QUALIY OF THE No 36 T 1 I6 8��I I I QLIL i1Z RII G�I yt [9I�IZIIIIII�ri II IOti _ I ,«... ...,,. K.,.vr+ries+r............-,..,.,".:_,,....._,..,......... .. i SAWCUT SURFACING PLAN PROPERTY UNE OR `u l EXISTING PAVEMENT DIG OUT REPAIR SAW CUT OR GRIIIDING TOPSOIL EXISTING MATERIAL UTILITY EASEMENT L OR AS ?-- N DIRECTED BASE MATERIAL STRAP RETAINER - PVC SADDLE (TEE) - RIDGES - SERVICE LATERAL PIPE SECURE 2X4 IN PLACE < .. RUBBER CASKET �%' AC /;/��f�/; < m , TO PREVENT PLUG BLOWOFF � SIZE AS SPECIF.Ep AGAINST PLUG W/ BACKFILL 1 /// �// <{�J m U A O I ,� .. r o e F m - - - - - - - _ _ ... _ _ _ - _ SAM TARY MAIN "'07- '0 a�; tea° 2 O I OR LATERAL 1 0 0 �°C AB t_'`0 0 U `�`C� `:��- INSTALL TO �,�� c0 o u AGGREGATE BASEROCK c �, �� J p u �, 0 �c v o p p� o O F 1/Z WAIL 1 IJ�O o70c c o ��p- oCGv- S = THICKNESS i COMPACTED SUBGRADE -2x4 I 12.1 LOCAL STREET&&' r - AC - 6" CLASS "C" ASPHALTIC CONCRETE, - - - - - - - - - - HEIGHT: TOTAL LENGTH OF 2X4 AT END OF LATERAL MIN N MARKINGS TO FACE STREEON T SET OF PLANS 36" AB - 4" (1-1/2" -- 0") AGGREGATE BASEROCK cv N -T- $ T 2" HEIONTI Z� k" �I I OF GROUND MAGNEIIC OR i�' �< MIN ?x• COLOR CODE SURFACE AC - 8" CLASS "C" ASPHALTIC CONCRETE SEWER PIPE STAINLESS STEEL. 3a" LorN SURFACE TAPE (GREEN-SANITARY) 'J•�,-,lSTRAP MINOR COLLECTOR STREETS: 0' MIN 6" MIN 8" MIN BEDDING BELOW OUTSIDE OF PIPE BELL � � GROUND AC - 7" ASPHA!_TIC CONCRETE, PVC SADDLE SHALL BE ASTM 3034 SDR35 AB - 4" 1-1 2' - 0" AGGREGATE BASEROCK ' PVC COMPOUNDS SHALL BE ASTM D1784 WITH CELL CLASS OF 12454-B/C MAG/1_PE ( / ) CR ;�,- _)� o OR 12364-C (GREEN W/BLACK LETTERS) AC 9" CLASS "C" ASPHALTIC CONCRETE • ALL ELASTOMERIC SEALS (RUBBER GASKETS) SHALL BE ASTM F477 PIPE / \�� "` • STAINLESS STEEL BANDS SHALL BE 300 SERIES, FULL 9/16" WIDTH BAND, �9 -PLUG MAJOR COLLECTOR STREETS: \\�;\\i � \\ 5/16 SHOULDERED HEX HEAD, SLOTTED SCREW AND IS CADMIUM PLATED, CARBON STEEL. ,e ° AC - 9" CLASS "C" ASPHALTIC CONCRETE TRENCH FOUNDATION • ti • STABILIZATION, AS REC!UIRED •° AB - 4' (1-1/2" - 0„) AGGREGATE BASEROCK ' INSERTION HOLE SHALL BE CORE DRILLED. • •• S �° ° • 0•;• MINIMUM SLOPE FOR 3/4"-0 PIPE LONE .°'• 6' PIPE - 0.010 MATERIAL AS SPECIFIED • rq0 • 4" PIPE - 0 020 - SUPPORT TEE 1MTH NOTES: I AVEL NOTE: / MINIMUM 2DDING R0"" W DE ELEVATION 1. JOINTS TO BE TACK AND SANDED. 1. SURFACING OF PAVED AREAS SHALL COMPLY WITH STREET CUT STANDARD DRAWING. 2. ASPHALT PLACED IN PAX. 3' LIFTS EACH COMPACTED TO 92X MIN. i. JOINTS TO BE TACK AND SANDED. 3. SA.WCUT SHALL BE TAC COATED MTH BITUMINUS ASPHALT EMULSION. 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. PVC GASKETED us e SERVICE unified SADDLE ° C E aelwrraps any e�nCll _ - DRAIMNG N0. 187 DRAWING NO. 170 UfA APPROVED BY: /NO SCALE APPROVED BY: NO SCALE �1t aGUSTIN P. DUENAS PAVEMENT DIG'�OV 1 AGUSTIN P. DUENAS ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT — TRENCH DWG. NO. BLW. °TY ENOINEEi+ DWG. NO. 13125 S.W. HALL BLVD. CITY ENGINEER 180 170 AIii 17125 S.W. MALL rOM<0• MOM 0722.3 VOICE:, 503003 97227 BACKFILL ACE` (503 639-4171 MARCH 1998 :VOICE: ((55D7 539-4639-4171MARCH 199x! GAIL (503)684-7297 AND REPAIR 182 CITY OF TIGARD FAX ("3)084-7297 — CITY OF TIGARD OREGON APPROVAL DATE 180 �� APPROVAL DATE W J . STOP SIGN LOCATION 1 I (n Q (INSTALL 4" PVC SLEEVE UNTIL CROSSWALK Q I o w PERMANENT SIGN INSTALLATION) STRIPING .0 I a w J V) o.4s -f---j —L PC/PT 0 , 0.2"J SIDEWALK 8" L I 5' 5' ---•- , ,. �� CURBSIDE 3 ' C Jr. 5' PC=189.841 I �/ TR °'°F r ANS :•,• �•� 1 cp. 5' 1 TRUNCATED DOME 6 �I DETAIL GUTTER 1 k –�1.7"f--y� ti ° ° v >r. Ry� O O O � ` 6II EXPANSION Fk;E OF CURB \ ' CURB CURVE DATA&' O O O JOINT \ D=89'41 X31 Q a „ O O O - \ R=35.00 PC/PT 1/4 PT=189.11 \ T=34.84' Uj I .RAMP WDTH N P_ N L= VARIES 3 ~� RAMP TEXTURE PLAN VIEW \\ I PATTERN DETAIL __T FLUSH - 21--+ 12: -T� 1/P PT=188.47 . c Jp u Cry JIiINF / _ o ,; \ SIDEWALK ��`�``� E£J 4�� P.C. CONCRETE � � o r, �� (�� 0c) o o�' c < °� ' \ w 14,494 ,- ,� 2" 3/4"-0" ,ACG. BASEROCK - bill it - , r �REG A q, cz. i SECTION A-A • in LANDSCAPE �r0 � 26, NOTES: 3/4 PT-187.95 1. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF .3000 P.S.I. IN 28 DAYS. ,� 6N/og 2. CONTRACTION JOINTS SHALL_ BE SCRIBED 3/4" DEEP AND RAMP PANELS SHALL 3E BE - EDGED ON 4 SIDES. - - - - -- - -- -- - 3. EXPANSION JOINTS SHALL BE 1/2" ASPHALT IMPREGNATED MATERIAL OR EQUAL. PT=187.75 T'gard St BAPSDT02 7/10/03 4. SURFACE SHALL HAVE A MEDIUM BROOM FINISH. COLOR OF DOME AREA SHALL BE SAFETY YELLOW. CONSTRUCT PER C�LY OF TIG[�@D STA,NDARD PLAN NO. 12$ 7 B,A,P•S, WEST INC. DRAWING NO. APPROVED BY: NO SCALE 1 143` SW TIGARD STREET 3 / ••\ 3_10_03 ADD TRUNCATED DOME DETAIL TRT ENGINEERING INC.ENGINEERING DEPARTMENT _„�, DWG. NO. I _ / \ CORNER WHEELCHAIR RAMP TIGARD, OREGON 7 13125 S.W. HALL BLVD. CITr ,ENdNEER WHEELCHAIR RAMP—+ - .� __- TIDARD. oRE°°" 97223 STANDARD CORNER VdCIE. (5503) 579-4171 1 28 TAIL 9 2636 S.E. MARKET STREET CITY OF TIGARD FAX: (5503) 554-7297 _ _ -_ -" PORTLAND, OREGON 97214 OREGON APPROVAL DIr `. N N.T.S. Q REV DATE DESCRIPTION DWN BY DES BY CHK BY APP B1' PHONE (503) 235-7592 PUBLIC STREET IMPROVEMENTS PROJECT N0. Y DATE OF ISSUE OWN BY IRT CNK BY FAX (503) 235-7593 DETAILS PAPS01 JAN 2003 DES BY AI-F 3Y c 11365 5RI) S'FR1,.EA' i til1'2003-00002,B1'P20041-1)011 I, 1•:11•2003- I -^'""!I .� /Mr",+�Y'11iMOgNMlowr,.. ,..., n<v,•lf.y,'.:,•In ip�YAlnwlwwery JMM,mu,IIGKfY"AW.Nf/V.wi"T.,r7ro+R1MM'1!HtA9. 1' r 000.1 NOTICE: IF THE PRINT OR TYPE ON ANY -T]F m I l l l i low 1 III III I I i III I I I I I I I I I I i I III III I l.r. I Ct I L I I III V I I I III III III III III III III I t I I I III III III 11111 11 I I I I I III III III III I l I l I l l I I l l l l l Ili III V I I I�I IMAGE IS NOT AS CLEAR AS THIS NOTICE, I I I 11 I I I LI14L I I - I. 1 I II I , I II---I-.- I �+$I- I -� -- I_. L I I _ IDI I 111 - I- - iGJIC#./1'� BOO IT IS DUE TO THE QUALITY OF THE _ _ ORIGINAL DOCUMENT - - - - .--- - -- - -- O�E 16iZ 81Z LIZ 9IZ 91Z 6 Z6l[ 8 I L i 9f i 9f i 6Ii Eli Z i I TIT �i 1Ei �f? IL I9 �9 � �� I E I Z� T�7iY1IR� I A a �lilllllll IIIIIIIII IIIIIIIIIIIIII�IIII IIIIIIIII ILII ILII J IIIIIIIII 11.1111111! 1111 l IIIIIIIII�IIII�IIII !1,!11111 I��III�I�IIIII�III�IIIIIIIII�►IIIII►Il�lltllllttlttl►IIIII Iillll►�� tI►tlltllllt�lll►tt�lllllllll Illtlu,i Iil�llill>l�llllllllll>�llllllllllll llulll�lllk►II " - r--- -- OUTSIDE WITHIN VAULT SPECIFICATIONS I PAVEMENT 7'-0 8' PUE I PAVEMENT 5'-6 FINISH GRADE18" CAS IRON 910 LOT TO BE SIZE MFG. IT _------VALVE BOX TOP m Q SERVED ADEQUATE WORKIN ~ 3 1 UTILITY VAULT v w SPACE FOR 3030-LA (OR EQUAL) 18' CAST IRON 910 BOX o MAINTENANCE 11 z 12" MIN 4" THICK CONCRETE PROVIDETHICK w PAD (SEE NOTE 4)24 BY d -1- 1-1/2" - 2" UTILITY VAULT • � -- - - - -fy O 1 -0 11 � /(n3642-PUT (OR EQUAL) --� HANG TAMP BACKFILL 18 ►= PROPERTY LINE w AROUND TOP SECTIONr - 12" MIN. Q � U � 2" SQ. OPI-R. NUT /-OR 1" SOL IDSTEEL STEELPIPE ROD SHAFT 1'-0" j / 44 1 �� REDUCED PRESSURE BACKFLOW �' m PREVENTER FEBCO MODEL 825Y PIAN SLOPE EARTH AWAY FROM 6" ASTM 3034 PVC I 1/8" MINIMUM -�/- 3 VAULT IN BERM AREA 1/4 MAXIMUM PROPERTY LINE AND LOT o OR EQUAL 6" MAX. CLEARANCE OPERATING NUT EXTENSION NUMBERS MARKED IN WHITE (SEE DETAIL NO. 505) PAINT ON FACE OF CURB z ---� a ( ) \ 1� SEE NOTE 1 \ ROCK GUARD 1/4 STL. PLATE PLAN TO BE 5 3/4" DIAMETER W/HOLE IN CENTER TO ACCOMODATE MOVEMENT OF SHAFT 6'-6" 12' MIN CURB SUPPORT COLLAR WELDED 2 1/2% 2 1/2% 3/8" LONG TO SHAFT ABOVE FINISH STEEL FLAT BAR GRADE / a , • . - -- FINISH GRADE ASTM 3034 PVC PIPE - `/��//��//��//�� 3"x 3"x 3/8% 2" LONG NOTES: STEEL SQUARE TUBE _ 1 VALVE BOX NOT TO REST CUSTOMER SIDE ELEVATION - ADEQUATE DRAIN TO DAYLIGHT �- - -� ON OPERATING ASSEMBLY, CONCRETE PAD (SEE DETAIL N0. 557 ) 2) OPERATOR EXTENSION ELEVATION INSTALLATION SHOWN IS ONLY A SUGGESTION. REQUIRED WHEN VALVE NUT 2" . SEE PLUMBING CODE IS DEEPER THAN 3 FEET c o 24" �__ NOTES: FOR DEPTH OF COVER 1. DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER METER. FROM FINISHED GRADE. 2. BRASS, STAINLESS, OR PLASTIC PLUGS TO BE INSTALLED IN TEST 3) CENTER VALVE BOX ON 1. SURVEYOR TO INSTALL TEMPORARY COCKS IF BELOW GROUND INSTALLATION. AXIS OF OPER. NUT. NOTE: HUB AND GUARD STAKE OR I i GUAROSTAKE AT LOT LINE FOR 3. DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE, FREEZE PROTECTION, 4) PROVIDE 24" SQUARE 8Y 4" THICK 1) EXTEND 2" NUT TO WITHIN 18" OF FINISH GRADE METER INSTALLATION. AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS CONCRETE PAD AROUND VALVE I 24"---�- WHEN VALVE NUT IS DEEPER THAN 3 FEET FROM 2. INSTALLED BY CITY OF TIGARD METER FOR INSTALLATION. BOX OUTSIDE OF PAVED AREAS FINISHED GRADE ANGLE STOP AS SHOWN IN CONCRETE PAD DETAIL CONCRETE PAD ��-T'rPE "I:" SOFT - -� APPROVED - - - COPPER TUBING - -- NO BY NO SCALE Br: APPROVED BY- NO SCALE _ / NO SCALE APPROVED BY:AGUSTIN P. DUENAS AGUSTIN P. DUENAS � NO SCALE ENGINEERING DEPARTMENT TYPICAL GATE AGUSTIN P. DUENAS `� ENGINEERING DEPARTMENT OPERATING NUT ENGINEERING DEPARTMENT � �» � + w AGUSTIN P. DUENAS ------� 13125 S.W. HAIL.BLV CITY ENGINEER DWG. N0. CITY ENGINEER DWG. N0. / 1DWG. NO. ENGINEERING OEPAR(MENT REDUCED PRESSURE TIGARD, OREGON 97223 13125 S.W. HALL BLV. 17125 S.W. HAI'_BLV. CITY ENGINEER DWG. N0. 17125 S.W. HALL BLV. CITY ENGINEER VALVE "°X°• OREGON 97223 EXTENSION 555 VOICE: SOJ) 639-4171 MARCH 1998 VOICE' S03 539-4171 TIGARD, OREGON 97223 TIGPAD. OREGON 97223 FAX: f SCJ)66s-7297 ) MARCH ,998 VOICE; �3 639-4,7, WATER SERVICE CITY OF TIGARD FAX: �so3) ee4-n97 C� ( ) MARCH 1998 VOICE: so3 639-4rn CITY OF TIGARD V ( ) _ 5�o FAX: �SD33 664.7297 BACKFLOW ASSEMBLY OI�a7N APPROVAL DATE CITY OF TIGARD FAX: 503 se4-7297 -- MARCH 199b �_ 0REc011 APPROVAL DATE CITY OF TIGARD OREGON APPROVAL DATE __- 0RE0°N APPROVAL DATE CITY WATER DEPT STANDARDS PLUMBING CODE THRUST BLOCK CITY APPROVED I BACKFLOW DEVICE FLANGE COUPLING RETAINER GLAND ADAPTOR _ �� 2 ---_.--.._. - L r. , Q FLOW 12° MIN - PLUGGED TEE PLUGGED CROSS BEND PLUG OR CAP 3 V A IER METER MEGA FLG FLG OR EQUAL „ PLAN `' . 6 FIRE DEPARTMENT OSHA APPROVED LADDER MI 24" MIN CONNECTION METER BOX WITH ALUMINUM LADDER DOUBLE CHECK TO IRRIGATION EXTENSION BY U IiLITY - 1 UNION EACH SIDE VALVE ASSEMBLY VAULT -_ CONTRACTOR TO SEAL ALL LATERAL PLUGGED CROSS TEE FLAN OPENINGS IN VAULT WITH NON SHRINK GROUT PRIOR \/.��' �% - - // / TO RESIDENCE 3" MIN. s" MAX. TO BACKFILLING �17%��/ \�•��)i��/��/i ��i��/ 12 - 18„ CONCRETE THRUST BLOCK SCHEDULE (BEARING AREA OF THRUST BLOCKS IN SQUARE FEET) GROUND LINE DRAIN TO CURB OR \\\j/. \/ FITTING 9013END, TEE, OR 45' 22 1/2' 11 1/4' PLAN - DAYLIGHT SIZE (INCHES) PLUGGED CROSS BEND BEND BEND _ WATER METER _ METER BOX -\ DOUBLE CHECK (^- �-- 6 4 01.9 01.3 3" MIN CLEARANCE 6 04.0 02.1 01.3 -- VALVE ASSEMBLY ON OPENED -- g 07.1 03.9 02.0 OS&Y VALVE 01,3 MEGA FLG OR EQUAL 12 16.0 08.8 04,5 02.3 \>\//\\//\\/�\ //\%\ „ INLINE CHECK VALVE CRUSHED ROCK BASE \/\\/ /� \/\\/ 12 - 18 16 28.4 15.5 08.0 04.0 /\�// \/\/ - 24 64.0 34.9 18.1 09.1 / CONTRACTOR 'f0 INSTALL RODENT ELEVATION mCONCRETE BALLAST 3 CU. YD. - --_ r 000 MIN. WHERE FLOODING OR STANDON SCREEN - __ ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 P.S.I. AND AN BOX SPECIFICATIONS ALLOWABLE SOIL BEARING STRENGTH OF 1500 POUND PER SQUARE FOOT. TO �ECVC D HIGH GROUNDWATER EXIST (TYP.) _�� DRAIN TO DAYLIGHT OR COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING f l 1" UNION EACH SIDE �� INSTALL SUMP PUMP DEVICE SIZE BOX TYPE STESSES, USE THE FOLLOWING EQUATION I CONTACT CITY FOR 3/4 - 1 BROOKS #1419 SERIES OR EQUAL BEARING AREAS (TEST PRESSURE/150) X (1500/SOIL BEARING STRESS) X (TABLE VALUE) MAI[ ELEVATION PUMP SPECIFICATIONS 1 1/2" - 2" CARSON 1730D P15L OR EQUAL NOTES: CRUSHED ROCK BASE ELEVATION 1. STRADDLE BLOCKS REQUIRED WHERE LINES MAY BE EXTENDED IN FUTURE l'ITYOF FIGAHL SEE DETAIL NO. 561 BUILDING DIVISION INSTALLATION SHOWN IS ONLY A SUGGESTION. 2. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. INSTALLATION SHOWN IS ONLY A SUGGESTION. 12" MIN 3. KEEP CONCRETE BLEAR OF JOINT AND ACCESSORIES. 24" MAX 1. DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER METER. 4• THE REQUIREDI THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN 1. DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER METER. FIRE DOUBLE CHECK VALVE ASSEMBLY FLOOR TO BOTTOM ENCIRCLED ON THE PLANS : e.g. 15 INDICATES 15 SQUARE FEET BEARING UTILITY VAULT OR *EQUAL BILCO DOOR OF DEVICE AREA REQUIRED. IgE OfI 2. BRASS, STAINLESS, OR PLASTIC PLUGS TO BE INSTALLED IN TEST SIZEOR *EQUAL 2. BRASS, STAINLESS, OR PLASTIC PLUGS TO BE INSTALLED IN TEST 5. IF NOT SHOWN ON PLANS, REQUIRED BEARING AREAS AT FITTING SHALL 9E AS 1 NC3iNE� `�i� WITH F.D.C.FDcwITHOur F.D.C. COCKS IF BELOW GROUND INSTALLATION. INDICATED ABOVE, ADJUST IF NECESSARY, TO CONFORM TO THE TEST �� 14,4"4� COCKS IF BELOW GROUND INSTALLATION. 4 676-WA 577-WA t-5AL PRESSURE(S) AND ALLOWABLE SOIL BEARING STRESS(ES) STATED IN THE Cl-. - 1 3. DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE, 6 887-INA 676-WA „-5AL 3. DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE, FREEZE PROTECTION, SPECIAL PROVISIONS. , PIA FREEZE PROTECTION 8 5106-LA 687-WA #;Ijr)-3AL D-3AL AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS 6. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE RE6 IF AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS 10 5108-L.A 2108-LA PRESIDENCE OVER BEARING AREAS AND BLOCKING DETAILS SHOWN ON i `(i QsW � FOR INSTALLATION. CITY ENGINEER APPROVED EQUAL FOR INSTALLATION. THIS STANDARD DETAIL, BEARING AREA OF THRUST BLOCKS ARE IN SQUARE FEET. _ ii. "�� APPROVED er --- - _ NO SCALE APPROVED BY. --- - - --_ -_-_--�----'---- '---_---`----- - - -- -._...- .- NO SCALE APPROVED BY APPROVED BY: NO SCALE AGUSTIN P. DUENAS AGUSTIN P. DUENAS NO SCALE \ STANDARD THRUST IRRIGATION DOUBLE ENGINEERING DEPARTMENT �_- �. ENGINEERING DEPARTMENT DOUBLE CHECK - ENGINEERING DEPARTMENT AGUSTIN P. DUENAS ENGINEERING DEPARTMENT AGUSTIN P. DUENAS �U�N¢ 13126 S.W.HALL BLVD. CITY ENONEEII DWG. N0. CITY ENGINEER DOUBLE CHECK DETECTOR DWG. N0. -- ------- 13125 S.W. HALL BLV. CITY ENGINEER DWG. NO. 110AR0. DKOON 97777 - --- 17125 S.W. HALL BLV. GTv ENGINEER DWG. N0. MARCH ,99E CHECK ASSEMBLY T,GCE: OREGON 97223 13125 S.W. HALL 722 _ VOICE: 503 BJD-4171 VOICE: 507 639-4171 MARCH 1998 ---._ wlc�F.p 55OJGe39-4171 rNOAX KX �W ell-, 97 53 1 � � MARCH 1998 VALVE ASSEMBLY 533 - - FAX: ,R03)ON 97293 ASSEMBLY FAX SW 684-7297 _ BLOCK FAX: SOJ 664-7297 33 B A P S D 1-0 4 3 /5/04 CtTf OF TIGARD - - CITY OF TIGARD --- CITY OF TIGARD FAX: SOJ ee+-7297 530 � ; MARCH 1998 APPROVAL.DATE --- ORECON APPROVAL.DATE CITY OF TIGARD ---- � --- OREGON APPROVAL DATE --- - -- - ------ --- - - - OREGON APPROVAL DATE - B.A.P.S. WEST INC. DRAWING NO. - -- - TRT ENGINEERING INC. 11435 SW TIGARD STREET --- - _ ^--�- TIGARD, OREGON 2636 S.E. MARKET STREET 8 REV DATE DESCRIPTION DWN BY DES BY CHK BY APP BY PORTLAND, OREGON 97214 PHONE (503) 235-7592 PUBLIC STREET IMPROVEMENTS PROJECT NO. DATE OF ISSUE DWN BY TRT CNK BY FAX (503) 235-7593 JAN 2003 DES BY TRT APP BY DETAILS BAPS01 1 13t►� 511 I'IC:ARD S l'IZFEA' FI. a SI'1'201-13-1)0002,RUP2O1)4-0011 I, ELC2003- 00042 OofZ„ L NOTICE: IF T HE PRINT OR TYPE ON ANY IIIIIII I I I i I I I I I I I III IIIIIII I I I I 1 1 1 V I I I I I I I I 1 1 1 I I l l l l f III III V I I I I I I I ' ' ! I I I I I I I I I I I I I I I I 11; I I I I I I 1 1 1 IIIIIII I I I I I I I { I L I I I I I I I I I III III III III I I I I I I I IIIIIII III I I r � J IMAGE IS NOT AS CLEAR AS THIS NOTICE, 11 - -- I -- 2( I - � I 4� --- - I- f i I-- 6� -=I-- � -----I --v� �- --�I ----- ��I I 1 I �� ! ( 1 l 13 zo 1 IT IS DUE TO THE (QUALITY OF THE _ _ No 36 ORIGINAL DOCUMENT E 6Z 81L "1 ; EZ �Z T��Z O��Z 61 f h L1--T i 9T 9T 6T ST ZT I T T 6 8 I L T8 9 fi S Z �TIdI� III► IIIIIIIII ILII "1 ; -61 IIID►IIIIIIIIIIIIIIIIIIIilllllllllllIII I I I I I I III Illi VIII II 111111 �II ILII Iltllll�llll� �IIII ililli ►IIIIIII ►I III II 1 III II I L I I l�1 1 1 1 1 1 I�I I I I I I I I II I I I I�I I I I IIIU�llllllll,�Jll�llllll�lll 1111L1L1lL1Llllllll I U 11�1'll l� f f J r QNSTRUCTION NOTES O1 OIL--TRAPPING INLET (SEE DETAIL) RIM=193.7 I.E.=191.0 O2 OIL-TRAPPING INLET (SEE DETAIL) I RIM=192.8 2,3+0,1,-) - I I.E.=191.1 N I --- i �3 OIL-TRAPPING INLET (SEE DETAIL) RIM=190.5 I.E.=187.8 -. OOIL-TRAPPING INLET (SEE DETAIL) _ - -- RIM=189.9 0 20 40 - - - I.E.=187.2 JI SCALE IN FEET I - I I O5 STORM DRAIN OUTFALL TO TREATMENT SWALE AT I.E.=187.8 S88'11_4`j E 20 19 iv Ki I O6 MODULAR CONCRETE BLOCK RETAINING WALL - - - - - - - - 17 -- -- -' - - O7 STORMWATER TREATMENT SWALE rt- I I FL=197.0 ____ .'v"'� 93O8 STORMWATER FLOW CONTROL STRUCTURE (SEE DETAIL) I U) I /`-' FLs194.0 I O 6" EXTRUDED CONCRETE CURB 198 0 X 194.5 ;�D I I� 1 5.0 SANITARY SEWER SERVICE CONNECTION (SEE DETAIL) v o I 11 WATER SERVICE TAP 194.2 I 2 1 12 WATER SERVICE CONNECTION, 1" METER AND 1-1/2" DOUBLE CHECK VALVE / I I--3.5' 13 4"0 3034 PVC SANITARY SEWER LATERAL AT 1.090 MINIMUM SLOPE - --I 22+00 �, I / A 14 1-1/2" COPPER DOMESTIC WATER SERVICE 18 AREA DRAIN (SEE DETAL) R193.3 .E.=19 I 6 � I 1960 94.0 3 ,,� I 25 93 16 SEE LANDSCAPE PLAN FOR SWALE PLANTING AND MAINTENANCE SCHEDULE I 6 N I I I O I / 1 o F. =195. 0 1 0 17 AREA DRAIN (SEE DETAL) cf, I RIM=192.8 N I.E.=191.1 70'-6" 3034 PVC STORM DRAIN 19 MODULAR CONCRETE BLOCK RETAINING WALL S 88'11'49" E / ?1 - - 92.00' I 20 DRAINAGE SWALE BETWEEN FACE OF WALL AND SIDEWALK I I ------ - - --- - - 1 / 194.2 I O 58'-8" 3034 PVC STORM DRAIN 78'-10" 3034 PVC STORM DRAIN W --- I I I I 23 107'-6" 3034 PVC STORM DRAIN 194 0 11 RD I 192.0 3 5 26 --- - -- --- - RD 1 15 24 39'-6" 3034 PVC STORM DRAIN I it _ - - - ----------_ 92 0 1921 2.5 ,.fir, X 193.3 ( 25 4" ABS ROOF DRAIN 194.8 -` � 194.8 194.8 I / .� X I 26 48'-6" 3034 PVC STORM DRAIN I 1 3 94.3 L� 00 188.0 29 / 94.3 INSTALL FIRE HYDRANT ASSEMBLY (SEE DETAIL) 00�` �` �` � n 28 FIRE SERVICE DOUBLE CHECK VALVE VAULT (SEE DETAIL) 4 � � N f' 22 `� A2@ INSTALL 120'-6" DUCTILE IRON TO SPRINKLER SYSTEM 14 cn I' 24 X 193.3 / AO INSTALL FDC AT DOUBLE CHECK VAULT (SEE DETAIL) cor-IP�Y 6 I . .._. F,R 5 vjC�4�ev i�v1 9 c c �.S I I � � I w rTH LEGEND --- -_ 189.0 13 I I I ` 1 187 5 T =191.2 EXISTING CATCH BASIN P. I 6:77 -- - _ 190. 30 192.5 I I - - 191.1 S,!T, .lOF T I.�-................. .. CITY 4F TIGAR _1 - I 8 187.87 13 X9 6 Conditionally Approved.... PROPOSED CURB INLET ................... ... .. ......( }: _ 000 L EXISTING MANHOLE 1 5 -' 2%// For only the work�s described in: 7 ^ I PERMIT NO-::i.�---�- � �. 188.45 .................... 1s I v O Attac189 1 See Letter to:Follow................... ( PROPOSED MANHOLE COL 2� 12 I ob Address: 11 . . ........................( ): _ ' _ Si. � � �� !6 lt0� CO PROPOSED CLEAN OUT � V Date:. / \ - i - I - - RD - - 9.0 A A - - - _ - - - - PROPOSED ROOF GRAIN , + EXISTINC HYDRANT -------- ----------- ------------ - ---- __ _ - - - - - - RECEIVED AL PROPOSED HYDRANT 20+00 - -+--- -- -+-- --�--- - }�� _I _ 2004 �5�'• ' EXISTING SPOT ELEVATION 4- I ----�- - - _S. w T� O_rd St' _ PROPOSED SPOT ELEVATION O 3 -4--9 -�---- - --.-_' _I �' ( -----�_ -" �- - - - _ CITY OF D VAS ON 527.6 x O 10 I O �- F3U DRAINAGE FLOW DIRECTION O 11-2 O+ W + O - - --- PROPERTY LINE -_ - �- =- ) EXISTING STORM SEWER I ter'. * H YD PP ------- - PROPOSED STORM SEWER EXISTING SANITARY SEWER �Ez PRU,c-� -- PROPOSED SANITARY SEWER ui _A4,494 EXISTING WATER LINE G. P, 6REG67 W PROPOSED WATER LINE GENERALAC= � �< �' EXISTING CURB 1. PROPERTY LIMES AND ELEVATIONS ARE BASED ON A SEPTEMBER, 2000 TOPOGRAPHIC SURVEY BY WOLF SUR4EYING, INC. ELEVATIONS ARE BASED ON GPS POINT LOCATED AT S.W. N. DAI\.OTA tiY H. �lsla� PROPOSED CURB STREET AND 115th AVE. J 1 4Vp D O��t 2. PROPOSED SPOT ELEVATIONS ARE AT BOTTOM FACE OF CURB OR TOP OF PAVEMENT BAPSSP01 3//5/D4 UNLESS NOTE=D OTHERWISE. ------ �., 3. PROVIDE CLEANOUT AT EACH ROOF DRAIN AT THE TRANSITION FROM VERTICAL �, 1/12/04 FIELD VERIFY STORM DRAIN TRT TRT B.A.P.S. WEST INC. DRAWING NO. 0 TO HORIZONTAL. PROVIDE MINIMUM SLOPE OF 1%. ALL STORM DRAINAGE Q 3/5/04 FIRE/DOMESTIC WATER SERVICE TRT TRT 1 1 435 SW TIGARD STREET PIPING WITHIN 5 FEET HORIZONTAL. DISTANCE OF THE BUILDING MUST BE MATERIAL TRT ENGINEERING, INC. w APPROVED FOR USE WITHIN THE BUILDING. _ - ~-� TIGARD, OREGON -- V 2.636 S.E. MARKET STREET 1 � 4. ALL NONMETALLIC STORM PIPING SHALL HAVE A GREEN 18--GAUGE, OR HEAVIER, - PORTLAND, OREGON 97214 T Q REV DA 1E DESCRIPTION DWN BY DES BY CHK BY APP BY TRACER WIRE. -- PHONE (503) 235-7592 ON-SI I E IMPROVEMENTS PROJECT NO. DATE OF ISSUE DWN BY TIN"T _ CHK BY__ FAX (503) 235-7593 GRADING AND UTILITY PLAN BAPSQ1 JAN 2003 DES BY TRT APP BY 113 61f; S1L"TIGARD S'1'I1N:H; l' Sl'1'2003-00002,Btll)201)4-1111111. 1;11'2003- ( COPY 00042 21 o122 NOTICE: IF THE PRINT OR TYPE ON ANY I- III 4I I I IIIIIII I V I I I I IIIIIIIII I I I I I I I I III I I I I I I I V I I I I l1I I I 1 , ZO IMAGE IS NOT A3 CLEAR AS THIS NOTICE �CJ IT IS DUE TO THE QUALITY OF THE 1 "°3e ©� ' ORIGINAL DOCUMENT 8l � I (IIIIIIII►I►VIII IIIIIiIIiII.IT1I7, IIII ►I11 II I 61 III8II11 1►II�IIII�IIIII I9�T I5II I6Ii EIT Iti�i I' [ T TIII��IIII►T�6IIII��►I►IIII I 1 il1llLll llll1�lll Iili.l�l�ululllu�l � � ii�u-Til�l�-Illiu>w � (III II III I�IIII�I�IIIIII III IIIIII ,II I�III III iIII�I �I►II�, I a c ' PVM'T FINISHED 2' PVM'T C.11. BEND TOP SWALE ELEVATION=189.30 _ TAPER GRADE TAPER --HIGH FLOW BYPASS CAST IRON GRATE C.I. NO MAXIMUM SURFACE ELEVATION=188.3 DRILL 1/2" DIA. HUB BEND 4" PVC WEEP HOLE ON THREADED CAST RQN GRATE THREE SIDE ALTERNATE CLEANOUT - 8 BELOW RIM 11� CONNECTION SEE GRADING PLAN 4" PVC RIM ELEVATION=187.05 DETAIL FOR PLANTING AND RETAINING WALL �I� _` FLEXIBLE MAINTENANCE SCHEDULE '" r ;. ..-or CLEANOUT o ;� r COUPLING AS ;� LYNCH TYPE N I ; FLEXIBL -,REQUIRED o ` `� CATCH BASIN COUPLING Q 3.5' 0 1/2 CU. YD. W/28" SQUARE _ V I I I t', i I I!;, GRATE (OR /!; C.I. PIPE TEE 1.7" ORIFICE -� _ -� 3/4" DRAIN ROCK Q ILhPPROVED EQUAL) 0III SPOOL 4 1 3 N 2" WEEP HOLE H-20 RATED �� I °' —� c� 4" MIN. 3/4"-0" ��`�= INVERT ELEVATIONS 1 18" SUMP C.R. COMPACTED PIPE ZONE AND SHOWN ON FLANS BEDDING 2._o. BACKFILL MATERIAL 6" PVC STORM SEWER OUT SQUARE AS SPECIFIED _ TO STREET INLET, I.E.=184.3 2'_0" TRAPPED INLET J" 3'—Q" DETAIL-01 PRE—TREATMENT/DETENTION SWALE CROSS SECTION NTS DETAIL CONSTRUCT PER USA STANDARD DRAWING NO. 150 NTS --(D2 SWALE FLOW CONTROL STRUCTURE DETAIL __.( D NTS B SEE DRAWING NO. 260—ST FOR FRAME AND GRATE A ,q (Lou] �7 � --� DITCH B PLAN MAX 30 � MIN 10 Q Q DITCH BOTTOM I � 1 8" 21 " Q MAX. MAX. a. OD 0 j e.. 2'-0"—� 6., 6.. 2'-3 3 8" 6" NOTES: SECTION A- A SECTION B- B PROFFs� DITCH INLET CONSTRUCTION IN ACCORDANCE WITH ASTM C-478 ��tD 8" OF 3/4" COMPACTED BASE MATERIAL IN i DITCH INLET STRUCTURES FOR PIPE SIZES 24" OR LARGER TO BE PRIOR APPROVE) 14,494 Oyp PRECAST MINIMUM WALL THICKNESS TO BE 5" __n"'� REINFORCEMENT TO BE REBAR MEETING ASTM A615 GRADE 60 OR WELDED l'�p (3 )N WIRE MEETING ASTM A497 `& r r'0 r 26, CONTRIv..T PER UNIFIED. BGE AGENCY (USA) V R STANDABD PIAN NO. 240--ST Orr BAPSDT03 6 /4/03 AREA DRAIN DETAIL _ � 1 14 B5 SW �T GARD IS STREET oRAwINc No. q- TRT ENGINEERING, INC. TIGARD OREGON NTS _ C - 2 2636 S.E. MARKET STREET REV DATE DESCRIPTION DWN BY DES BY CHK BY APP BY PORTLAND, OREGON 97214 PHONE (503) 235-7592 ON—SITE IMPROVEMENTS PROJECT NO DATE OF ISSUE DWN BY TRT — CHK BY FAX (503) 235-7593 �AL � DES BY TRT APP BY DETAILS BAPS01 I 11161; SNN' -1'1(::%RD ti"I IlH:I:'l' SI"1 2001-00002,1117P2004-00111, EIA'2003- 01. 042 22of'22 NOTICE: IF THE PRINT OR TYPE ON ANY III IIT III III X11 ' IIIIIII ' Ililll IIIIIII 1 ; 11111 IIIIIII 11 i � 11 VIII I III III IIIIIII IIIIIII II !IIII1111; 1111 IIIIIII 1111111 IIIIIII III III 1111111 IIIIIII 1111111 1111111 ' 111111 , C Z 3 4 I GI I 7 I 9 I l0I 11 12 I :TC .� 13 X00 IMAGE IS NOT AS CLEAR AS THIS NOTICE, ----- 1I - _ � ------ ---- _1 - _ �l -------- 1-----=-- ----�----- ----gL . -----------=-1_--- ----- � - - ---�.-------_—. 1 IT IS DUE TO THE (QUALITY OF THE "" 'e - - I - -- - - -- - -. 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