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LINE SUIOPLY AIR DUCT IN SHAFT ARID 10' OUTSIDE SHAFT ON IST FLP ifED �'ROf`\ O cz M 1 N f�i0`\ — O v �- ., 7 1 J11, 0 3, pUCTBDARL> RETURN AIR SOOTS USED N PLENUM 4REA-5 sn5r r O W A. i �•� FLOOfR FLA! Y211 OZ la. M CL 'JAEOON ob a W lilt, G M2PXd , N®T E & �- _ <> DUCT DIacHAI�S n�T'o PLE�M 73 EXPIRES ` G DAM:FIRE DAmYIER IN RATED CEILING 0 RUN PX LINr_SET SIZED ICOR 2-TON, FROM SERVER RM• 158 o f1F' To ROOF FOR RMffl.F A/C. CAPA©ILITIES WY OFFICE COP J�gE IFE RT ff— en SFEETS M SET L ., .+,..rnu•1a1yM.Yrvrc .....a.,wa...nAWKr. - e�AIfMiI�Y CM 1:1,0i Ilitilr ill;�r11I ,;utll,i !Ii1111r1'lhT1I1 l�IIIi,1i 11,111111 IIIil1111 Illilll il,11111111U111 IIIIIIIIIIilllfllllll I I ��' �i! 1111 IIII II{I�IIlI il!llllil IIII�!ili 111/1111 illl�ilif Ii11�11E1 I !'�!II! 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N ca O co IA p0 C" •s'wl C: 00 tt� CN to O O W ^ 1 V E N Z N SHEET NOT E � - PRD/�snn j ui I N vV Com_ W to —, Y_ �� FLOOR PLAN OI ROUTE CSX CONDENSATE LINE-5 TO ROCc r-IOU JTED cu_Y ENSMG WIT j/�t��' g�s� E 9 �\ O O i_• ' `� Z DUCT TO ELEVATOR SHAFT - PROVIDE � O Z SCREENED OPE'NIWs INTO SHAFT E� OVISC "4AFYs'E INTO PLENUM � �oAEs0No.� � W P, r7 O W tL _ tXrinta � z. _ c .R J. 6E IFERT im No Qro -43 1 sw. NO. *4ETS M SET hMM� '..: .'+'I,TYVac.YMM�14MhlYilwdm.w:+MMnru n °.o1'gl�I1AIR,111'0.bTJ ••,:.,. ••+ -. ____."} STRIP it t �'± 1 '; r lJ,,t 1► t!t!!t!!i�t ( 1 t f I I i!ill It II : It I I II 11111 IIIII 111 11I1� Uumany I� 1 r I li ii III11 VIII I tl 111111►�I II:I� I 11111 3 4 . >s a - '+r B.. / _ .�C 12 13 14 18 I to Iii A 21 22 23 24 25 28 27 20 219 310 B or 'r d '� eru, ff ft`9 r Yk ,1; All r.i ''yFr 3Y7! i 9 1 K ir w t i 2 3 4 6 7 S ( 9) ; 10 2 u8 _ ��\ I _� � Y - - - -- -- --- _ _-- I --- -- - ----- -_ _ _ --- -- --- --- 00 rPL.", i-C x I _ 4J I I I I i r i ,1 z �✓ w i 14 Of Rtu-I ® � 1 EF-2 a ° I cm - " ---- --- (: — — - -- —_----- - --- J. LINE UP8rr ROOF >- I GAS LINE IJP FROM FW)M 2ND FLR GAP I U, i. 2ND FL42 2 I I I I co co a E—� a o co a A I-t/4" • 2 1-1/4" • 2' M2t7�2 SCALE: VS" 1'-®" N �V � r m .I _ 10 0) o . �....CA 05. ao -1/4" • 3®' d o co 1-1/1 S Li l d N11. C7 N E N M -I/1" • 3m' 0 PRO Z N 0 2-1/2 39 � G l N /� LJ W C) �(r u p OD r') " .. U 4 Q 0�_, vL tj G2-1/2" • S .` W z o 1 �rA OAEOON n� (J) 11 ,a b LAJ 2-IFI" • t ". 2°o�P ? a ►- 2rr • �, 2t�GAS METIER � N 5 -I/2" • 2�' / LOM ZWs EST LEl4T 302' - - MAX LOAD ■ 2642 a►TL 3/4" o 14 /4" • r2' B oDESK*" m I GAP '� • 30, b2' oa W „ • � �J.�S IFr=RT SHT. NO. _ a C�AFFNC t T t"'�ZP�2 SC..AL�� 1/16" ■-1'-D" ... _ — •7 SHEETS N su C(I LE318! TY STRIP I0I6 sirbo�►lljllll�Illllul jilli�ln�ullinlIl l0;1�il�nlIl Ilt 1 1 3IIII�III1I I4 Ilii�l Ihnit I iiliinit Inlll�lll 1 8InlltulIi Ialll�il2ll I0 Icll�li2u I 1Ilu�u2l�I2un�ll2ll!�Illlilluc�4tlll�u2ll I 5Itll�ln2l8 II 217I I 2�At u 29Ps1 Cf ull�nn i 3� , OI 0 E1 � _ .. .. .. 9 � HSN I f I pp, J I t ! �' I 1 1 I � x 0 � NMI ol AL r� J i as ,Ifrr :i 3 FAGE E � w f— ti 3 �_ � W y X 8 NUM SUPPLY _RETURN MIN _ COOLING -SIDE GAS BEATING _ _- MOTOR - APPROX. CAP AIR FLOW E.S.P. AIR PLO 11 -E.S.P. OSA TOTAL r SENS EAT LAT IXPUT OUTPUT EAT LAT VOLTAGE/ LOAD - STARTER __T DISCONNECT T-" EI(ERG. SINGLE 1►Ei GIIT DIAIBNSIONS ' B PHASE MCA DIV. 15 DIV. 16 DIV. 1 S DIP 18 VFD POWER PT• CONN. (LBS) LxWxB DESIGN BA. NOTES x o UNIT AREA SERVED TONS CFM IN H20 CFM IN H2O CFL MBH MBH DB/lIB AB/1I9 MBB MBH DB,/11'B DB,%II , � _ ) RTU-1 North Side _ 40 15= 0 2 1'1290 _ 0.15 4210 454 443 84/64_ 54/93 88P 69'1 10 01 460/3 120 x - x x NA X 11000 Trade SFI�G4+a g RTL!-2 South Sides 40 Ibr hfd 2 13t 0.15 3310 446 446W/62 56/54 691 �fDil'1 4b0/3 120 x x x PIA x - 11000-M -_ Trara �_G4m_ _- i i� o t. provide wjuj i' deflection !primg isolatloi rat! _ _ ---- - - --- -- - - Q F � F Ytt N -^ AIR - COOLING SIDE BEATING MOTOR FLOWAPPROX. c FLOESP TOTAL SENS RAT LAT - TOTAL EAT LAT - VOLTAGE/ LOAD WRIGHT DIMENSIONS I- AJUA SERVED LOCATION CFM IN ff. MBH MBH DD1W9 DB/NB MBH DB DB PHASE I 11fCA (LBS) Lx1IxH DESIGN BASIS NOTI!'.S �� UNITS p AC-1 `Server Room 2nd Fi Sidewall 500 0.1 18 12 W/61 55/54 0 - _�- 120/1 -3 15 TrarrelSerxp GJ t Server Boom 2nd Ft --Roof - - - l8 - 12 WF - - - 208/1 15 200 24x24x30 Trane.' AmJ0 !'iotas: F Provide with low amblesnt, rd start kit and ere a hoauw _ INLET 0U77LET AIRFLOiI HEATING COIL_ MOTOR M,IX — PEI�..�ONS T—Ur�13C SIZE SIFE MAX MIX FAN HEATING ELEC _ VOLT/ POWER PDTOTAL UNIT INCHES INCHES CFM CFM CFM CFM VOLTAGE KPHASE BP IN WG DESIGN BASIS ADDRESS LINK NOTES SPACE PER 1000 PEOPLE MAXIMUM OSA! A' Omsc_ l'mllmN FP151-1 10 20 a 14 925! 300 PC 450 460/3 4.5 • 1 Train VPEF 1 3 _ SPACE _ 1S TYPE 80FT _ (Ol" C) AT 50% PEOPLE PERSON OSA OW1 _FP51-2 _ 10 20 ;( 14 1215 400 - _ 150_ 5S-0 4x'.0/3 5 _1 -- Trane VPEF 2 3_ mu N1 �1 ^-_ - __- .- - - - 4 --- -- z Ff'51-3 _ 10 2014 I4 - 900 210 f10 390 460/3 35 I - Trane VPEF 3 3 - O ---FPBI-4 10 20 x 14 -1110- _ 35+0 150 500 460/3 5 1 Trane VPEF 4 3 VAVI-1 -_ omc. 2400 - 1 9 18 20 180 180 V) FPF31-5 8 - 20 x 14 600 200 120 32!0 460/3 _ 3 1 Trane VPE'F 5 3 1 1:10151-60mcm 260 1 1 2 20 20 20 W I BI-6 8_ ?0_x 14 650 - 2!00_ 120 _ 320 460/3 -3 1 TransvPEF - 6 3 FPE31-9 - Office 1195 1 5 8 20 100 100 � _ FPl3i-1 1,a_ 20 x 14 945 30+0 - 150 4450 46!013 4 _ 1 Trer'+eVPEF + 1 3 VAVI-5 _ conrr�-„� 130 50 19 3l 20 380 3W _FPBI-8 r3 20 x 14 6'50 20_0 120- 320- 460!3 3 1 Trane VPEF _ i8 ? YAVi-6 con►«,.nc. 900 50 23 45 ?0 460 460 VAVI-4 _ Conference 1 '3 35 _ 50 19 31 20 80 _ 3w FP$1-9 --10 20 x 14 11915 315 125 500 460/3 5 1 Trane VPEF - 1 2._..... VAVi-2 Conrwvnoo 1230 50 _31 62 20 620 620 "051-10 6 20 x 14 440 150 120 210 460/3 225 1 TransVF'FF 21 3 vAv1-3 Corworwice 1000 50 - 25 50 ND 500 500 FP52-1 10 20, x 14 950 300_ 120 420 460/3 4 _ 1 Trans VPEF B 3 vAvl-1 _ 01FIce 350 1 2 3 20 _ _40 50 Ff't'32-2 _ 8 20 x 14 800 250 150 400 460/3 4 1 Trane vPEF 14 3 FP52-8 -_ 0mce 860 1 4 _ b _ 20 80 80 FP52-3 8 20 x 14 600 200 _ 120 320 460/3 _ 3 1 Tranea VPEF 15 3 FP132-9 0mce 238 1 1 2 _20 20 _ 20 FP52-4 12 20 x 16 1550 625 _ 250 815 460/3 1 1 Trane VPEF_ _ 16 3 �-� _ Ornce ! 448 1 2 3 20 40 40 FP52-5 8 20 x 14 800 240 160 40_0_ 460/3 4 1 Trane VPEF 18 3 FF52-11 - Confawwwr I b00 Be iF, 30 20 3001 300 _ m - FF252-6 10 20 x 14 1015 325 225 550 460/3 6 1 Trane VPEF 19 3 F1052-5 0mce 360 1 2 1 20 80 I 80 _FP52-1 10 20 x 14 1000 300 150 45-0 460/3 5 1 TraneyPEF_ 22 3 F1052-12 0mce 360 1 2 3 20 40 �4�d- FPB2-8 t2 20 x 16 1625_ _ 500 -250 150 460/3 1 1 Trans vPEF 11 2 FPIV2-9, Orftce 686 1 3 5 20 So 60 - _ _ VA1/2-6 Orftee °a4® -1 _ 4 1 20 - 80 FPB2-9 8 20 x 14 600 200 120 320 460/3 3 I 1 Trane VPEF 15 2 - FP82-10 10 20 x 14 900 300 120 420 460.3 4 1 Trane VPEF T 14 2 vAv2-1 omr. 940 1 4 6 20 80 80 ' 3,410 FP52-I1 8 20 x 14 150 -250 125 315 _ 460/3 4 1 Trane VPEF ^~--- - 13 2 -- - FP52-12 8 20 x 14 60_0_ 200 t20 320 460/3 3 1 Trane vPEF 12 2 I i F105.1-13 to _ 20 x 14 1125 340 160 _ 5+70 460% 5 1 Trans yPEF 11 2 Ff'52-14 10 20 x 14 925 280 110 4550 460/3 4.5 I Trane VPEF 25 3 _ - voc 620 OSA REQUIRED TO CRITICAL SPACE - Confesreric_e VAVi-2 FPB's'-Ni 8 20 x 14 600 200 120 320 460/3 3 1 Trane vPEF 26 3 _ vee 1530 BRANCH SUPPLY TO CRITICAL SPACE - - - Z _ 0.41 FRACTION OF OSA IN CRITICAL SPACE --- - von 3410 _ OSA TO SYSTEM - - _� -- vet - 15000 TOTAL Sl1PPLY TO SYSTERI SPACES x 0.23 FRACTION OF OSA IN SYSTEM Y 028 Y-axgl+X-Z) CORRECTED FRACTION OF OSA IN SYSTEM VAN W/ FF+MT _ 05A 4= TOTAL SYSTEM OSA INLET KAX - AIR SIDE BLECTRIC COIL 111111�1� -` - Z I E, C) N SIZE CFA( CFM OPER. PRESS. CAFACITY EAT LAT ( cl co UNiT INCHES 31AX MIN INCHES MBA F DEC. F DEG. KW STAGE DESIGN BASIS ADDRESS LINKNOTES FPBI-I L 415 - 1 - 2 3 20 40 40 � 0-4 yA_vi-t 8 6Q70 _300 1 102313 55 92 3 2 1 2 3 20 40 40 FPBI-6 0mce 325 1 2 _ FPBI-I0 ornom 325 1 2i- vAVI-2 _ 12 153_0 165 - 1 23891 55 99 1 3 2 2 3 ?0 4fL` 4m _"- i��� vAVI-s 10 1160 680 - 1 20418 - 58 93 6 2 3 2 F1°l31-b Office ?10 1 1 ? ?0 20 20 � ft—r � 80 X1'4 vAvl-4~ 4 !0 9" 415 1 -11065 55_ 9d 5 2 _ _ 4 ? _ 0mce sic '1 4 _6 20 80 vAVI-5 8 ^160 400 1 ^~ 13652 155 92 42 5 2 vAvl-ll Gonrownce 330 50 9 11 20 180 180_ � Q E"4 _ vAVI-12 0mcs 510 1 2 4 20 40 40 E �t vAVI-b to 9m 4bm 1 15359 55 92 45 2 _ 6 2 vAVI-8 omce ISO 1 5 8 20 100 ism _ VAV1-1- T"--1? 1110 6001 11065 55 86 5 2 8 2 FMI-3 Office 310 1 2 3 20 40 40 vAVI-8 110 125 215 _ 1 10239 55 95 3 112 3 FPSI-2 ofne�e 610_ 1 3 6 20 Fra 60 Q � - - - VAVI-9 6 300 _150 1 5120 55 92 15 1 _ 93 FPBi-1 Omee 610 1 3 6 20 b0 60 _ VAv1-10 8 - 1115 .300 ! 10239 - 55V 92 3 I 8 3 V'Avl-9 _ ion 225 60 1 12 20 140 140 a - -`- -- -"-` VAVI-10 0moe 1200 1 5 i0 20 100 off _ vAVI-11 8 400 120 _ i © 55 55 0 - iI a -•- --- - C vAvl-12 8 650 200 1 0 35 55 0 - 10 3 M952-1 465 1 2 4 20 40 40 i c VAV2-1 6 - 'stZ'1>a 50 ^1 - �_ 1500 55 92 1.5 - _- 13 3 _ Ff'd2-2 _ ornce 4S5 1 2 3 20 40 40 �- Ff°d2-3 Omoe 225 _1 1 2 20 20 20 ayAy2-2 10 1085 300 1 M39 55 92 3 2- 11 3 FM-4 Oates 694 1 3 5 20 E0 60 4, vAV2-3 8 155 250 1 853J 55 92 25 1 _ 20 3 - c VAV2-4 8 150 25R) 1 --_8533 55 92 25 23 3 VAV2-2 extras 1010 1 4 1 20 80 80 _ _ VAV2-1 Conrenwioe 286 50 8 14 20 1&0 160 r it c' vAv2-5 10 960 3" 1 _- -10239 1 55 92 3 _2 _ 16 2 VAV2-3 0mr.0 1064 1 _ 4 8 20 80 80 � m VAV2-6 +8 15."-+ 300 1 _ 10231355 °-!2 3 2 10 ' "0152-5 _0mce 289 1 2 3 2040 4�'__ ci u a _V_AV2-1 _ A 519 21910 _ 1 8533 b>"✓ 92 2.5 I - _ 9 -- - Irw_1 Olttos 4� 1 2 3 _ 20 40 40 r_ r VA�/2_-_8 8_ bs.�0 48D I 13652 $8 _BB 4s 2 _ 24 3 2-6 r Omens 530 1 2 4 20 40 40 � M rn ° VAV2-9 6 _ 220 t2!h 1 5120 5S 99 15 1 12 3 vAv2-4 omcoo iSOO 1 6 12 20 120 _ 120Cl N >a, VAV2-9 omee _ 210 ---1 I 2 _ 20 20 20cd VAV2-8Ofncs 1126- 1 4 8 20 80 _ 80 r c� - "� c -14 exAce 812 1 4 6 20 80 80 --- FPD2-15 omee 340 1 2 6 20 40_ 40 .a.... ap '" `;, 1 16846 - CD it w �: W CV voc *0 08A REGXIIRED TO SPACE - CONFERENCE ( VAv2-1) � � N CF) e: 9CRIQ' vsvaowfvt2.s �. ._._. 7 try W00 BRANCH SUPPLY TO TICAL SPACE L Z 053 FRACTION OF OSA M CRITICAL SPACE Z O to Von two OSA TO SYSTEM _ _ � 'FAW � " � �y CD Q � vst _N :Aa8C V TOTAL SUPPLY TO SYSTEM SPM,-ES _ , , „ f "' w D MIN SP MOTOR _ x _0.11 _ FRACTION OF 06A M 6YOTEM -- cw ZZC7) pf O z UNIT CFM INCHES FAN RPM BHP BP RPM WRIGHT DESIGN BASIS _N05i'ES �- 0.20 Y�X/ll+X-ZI GOR}QEC'TED FRACTION OF OSA IN SYSTEM +� -�� n uJ w 1 EF-1 _ 1 _ S' 169 253 3/4 _ !O'15 143 lbs Cex+k 180GI0D 1/4 - ao �P a EF-2- sm .60 1130 .Ws 1/4 1"0 93 Cs�ak. 12DC1!5D 13 ";"' + ty - __ - rAA I TOTAL SYBTEPI 03A .3 NA r EF-3 b00 b' Iln a" 1/4 WO 93 Cook QOC15D1,3 DATE: o EF-4 400 -t' - sic -i00 1/8 IS50 54 Cook 1D10C13DN 1,3 j c ER-S - 15 .4' "t, s!1! - Gook -184 - 2,15 cc — — -- _ _ _-� GG txsien+fn Fr/ _ EF-6 3106 .1' 618 !b Cook GC-640 2� •�• oJ�9EIFERT ,oe�wo. T 1 Provide roof a wb, BCD, dleear�-t arca flCR a owoi rr 2. Provide SM and ISM --- -___- -___-�.__ _ :3. ftclovide I%* volta_go Th wwwetst- 5HT. NO. 4, Fan controllod by !X'18 I I - _ 5. Flan aontrollesd !?A? light "I ch - SMRM IN - -- .L/1 LEGIBILMY STRIP �+� (! I Illllilii iill�!II illtlllll I1'Ill ��jlllll�l!! 1i1;I11U IIUIIII, lifll!!II iI flln 111•II111 IIiI�i lI IUiI(I IIUI if(t�tll( 1(III(Illlt VIII iII I II VIII►11111�111111111IIIIIItlllll II IIIIII I III �IMAjflllii 1 IUmm.i cm `-+ 10 11 12 13 la IIS 17 IA Ip �O 21 22 23 24 25 28 27 28 29 30 f r . . e , ,M iN r '' Z!Ii ' 1 1 1 d7,1 - HDN; • iOl vr,. W. i f 1 .i I • .. 1. er a , ��pi,•: I, #` r, 1 t �e SMOKE -- FLEXIBLE CONNECTION DETECTOR AC UNIT SO TO RD TRANSITION � � . . . . . . . . . . . . . . . . . . . . . W/1 LINER WITH PERF. AC4;kJSTICAL FLEX DUCT . . . . . .. . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . /�� yo'-0' "'MAXIMUM . t=_w3TH zn .n . . . . . . . . . . . . . . . . . . . . .' ' ' ' ' ' ' ' ' ' ' ' . . . . . . . . . . . . . . . . . . . . . . . �_ 30~ INTERMEDIATE UTILIZE FIP.ERGLA3g DUCT r-RCI ND DUCT RETURN AIR '.'.'.'.'.'. . . . . . . . CONCRETE WALL _ SECURE WIRE '� a6 OPENING TO aTRUCTURE 45• VOLUME : 8� 5 .'.'.'.'.'. . . . . . . . . . . OPEN FOR DRAINAGE V1 DAMPER �= 5 . .. . . . . . . .. . Ae,OvE AC UNIT CURB BY _ SD �� MANUFACTURER- ROOF DECK 5�NE'.ET r METAL STRAP 12' MINIMUM V.� < CONCRETE OR STEEL PEDESTAL AT \ CONCRETE PAINT INTERIOR TO �� �& �� - o LINE CONDENSER END (SEE STRUCTURAL} / gaiRF,c,GE MACK AIR F'LE►�Il1M -,d - � PLENUM W/1--1/2" / DUCT GUARD -� ROIND NECK _ _ PANDUIT STRAP' �` 'Y _ DIFFUSER, SEE r _-- _ -- UNE MAIN BRANCH 1ST 10' OR FIRST PL g FO{Z SIZE S ix o Z TRANSITION W/1~ ACOUSTICAL LINER �--SECURE GRILLE TO GRID JJ/ w WIRE, 2 OPPOSING CORNERS CEILING ---SHAFT AS REQUIRED TO 5LI&PENDED CEILING - - ~ SEISMIC @RACE GRILL .41 LIGHTS CEILING � Q n CEILING UNE DROP --TEE TYP PER FLOOR -f'ER!"CRATED CEILItJG RETURN GRILLE I. RETURN AND EXHAUST REGcISTERK SIMILAR LINE R.A. SHAFT WITH 1-1/2~ DUCT LINER CEILING FRE TUfRN 500' D � �� r -r - 2 G I �.. I I �l I �1� I '� Mfo�� S<_-ALE-NONE=NONE z 0 UNE MAIN BRANCH 1ST 10' OR FIRST (000SCALE: NONE ''��=M°■" �°""�'`�'' `� ~pow, .,w>K=_��� > W TRANSITION W/1" ACOUSTICAL_ I INER ay.•v■•,�„ w a on%: pm or- FlRE/SMOKE DAMPERS (TYP) �4G S S T W/G®NCRE TE CUfR5 - 5E GT I ON MOOO BCALE•NONE m CONDENSING UNIT. U� MAINTAIN CLEARANCES BIRD3GREEN AS SPECIFIED BY 1/4'X1/4' MESH - MANI..IFACTURER EXHAUST FAN PRE C.4AISED INSULATED COINTERFLASHING r REFRIGERANT PIPES GALV OR ZINC-A-LUME 4 DIAMETERS GURH 16 GA- SEISMIC +P -- COVER STRAIGHT 4'-0* MIN. TO -� LAG BOLTS. - W/ 4 LAG. ')NE F OUTLET w Mlri I PER SIDE - SIDE -\ RooF CAP \ BY AHI ROGFI1JCs < SUPPLY AIR DUCT - -- � .- ROOFLNG f, � FLASNInIG % ,� -- -- -- - TRANSITION AS REQUIRED. -� TRANSITION TO DUCT SIZE A ROOF 1 - 1 SOLID DUCT SHOWN ON PLANS. - - -- - -- --- � _-. ---- - -� - - - - FLEX CONNECTION W ROOF DECK- 314`B-C, 'X' PLYWOOD .� ' ►� P4 m CURES (WEic4;T AS REQUIRED) 1 CANT STRIP - DUCT SIZE AS NOTED ON PLANS. I CC) cv TRANSITION AS REQUIRED TO E= E EENT IPS NCTE- PLATFOF-41 CONTJCTICN BACKDRAFT DAM°ER / SIZE AS kCQJIRED. NOTE: MAY ROUI - � TNROIGHSIDE OF MEC'�ANIGAL TO BE COORDINATED WITH � �� �� IN _ UNIT DETAIL WELL. ARCHITECT. Q� Z 'd Mb02J SCALE- NONE l`�l+�w I�WYt�D p1.�at-Ae=�d o.s.f'q Me'aw7 u WN toot.WAW 1� 1� NOTE: GON D E i & 1NG UNIT CU fR5 CX"RDINAT'E SIZE AND LOCATION OF RC<)F ! - I can, T�,R. 60d SCALE=NOniE TABLE 4-I PENETRATION WIT14 GENERAL TRAC s aroma-.••fie.w s sN:oss.wam RECT.i443ULAR DUCT HANGERS MINIMUM 51ZE COORDINATE ALL ROOFING ANI • CURB a\ � - -- INSTALLATION WITH GENERA' CONTRACTORQ PAIR 0 10FT SPACING PAIR " SFT SPACING PAIR 0 51=T 5f'AGING PAIR ei 4F-T SPACING MAXIMUM 0 - - - HALF OF In Fpoor EXHAU5T FAN 4 DUCT WIRE/ROD STRAP WIRE/ROD STRAP I WIRE/ROD PERIMETER STRAP WIRE/ROD STRAP' ►-'I m I * FWAM'*4 b®® SCALE, NONE E a v,+e...••�•vwrrs t.+�enlwcte rwn.•a rses►w.sesra.e.,, Boas a...ss,+.v 10 GA 10 CIA 1„X22 GA 12 GA. ?„X12 GA. 12 6APr•3Pl" I"x22 GA 1"x22 GA 11 1.106") C.10fi "J � Y. -- - (.135") ^ 1.135 J - P!'1.12" 1"X18 GA 3/8" 111X10 GA 1/4" 111X22 GA 1/4" 1"X12 GA_ s 00 0 lCo - - o - M ro i c� -. ----- ---- ------- - PrI.96" 111X16 GA 3/8" 1,1X18 GA. 3!8" 111X'20 GA. 3/8" 111X.22 GA. I/411 ,. TABLE 4-2 - - - 11 � MINIMUM HANGER SIZES FOR ROUND DUCT ----- _ _ -_ RECTANGULAR DUCT CON�3TRUCTfON P/2-120" 1-1/2'°xl6 GA Ill" r'x16 GA. are" 1"x?8 GA. 3/8 r'>a® GA_ v4" c o LO r, MAXi'%M WIRE LOW PIFESSUM DIAMETER 5PACMG DIAMETER ROD STRAP - - P/1.168" 1-1/2"X16 GA. 1R" 1-111"X16 GA 1/2" 111X16 GQ 3/8" 111X18 GA. 3/8' L ; --- --- - - ------- _.-_ -.----- - ---- --- - ---- •�� CO X SIZE GAUGE LOrkYITUUINAL SEAM TRANSVERSE JOINT !0" DN 12' ONE 12 GA 1/4" 1"x22 GA t° 25« 1 11 f DN 3.1 M ONE 2?5 MM 6.4 MM 25.4XOB5 r'1M 0-24 2E SNAP LOCK FLAT 9-L(?CK P'2,,tW NOT GIVEN Irl 1"X16 GA 3/8" 1"X16 GA 3/8' 7L 25-44 24 SNAP LOCK -1/8" STANDINCs S-L � " " 1-Irl"X16 GA Irl ' - ----- � � I to o C.� CN 45-64 22 SNAP LOCK TDC - --`�-- w ^ 1 SPECIAL ANALYSIS REQUIRED 11-tE5" 12' '1111G' 12 GA, I/4" 111Y22 GA, 65-12 20 SNAP LOGIC TDO: P�2.19311 , � .-_-..__ - N �2! N OR ONE 8 GAy 460 "m 3.1 M ONE 4.11 MM 6.4 MM 25.4x025 MM 19-UP - 18- _ LARCsE PITT°a_ TDC IC;TR) - _ c IS-Z4" 12' TWO IO GA. 1/4" 1"X22 GA (f11�1'M E SMCsLE HANGER MAXIMUM ALLOWABLE LOAD V� - r51m MI 1 3.1 M TWO 3.51 MM 6.4 MM 25.4X025 MM - WHEN STRAPS ARI` LAP JOINED W CD SIZE GAUGE LONGITUDINAL SEAM TRANSVERSE JOINT INTERMEDIATE TIE ROD USE THESE MINIMUM FASTENERS - -- c E ?'R-3t�" 12' TWO 8 iiA. 3.'@" 111X10 Ca.�►. -•• -- - ------- STRAP WIRE OR ROD (DIA.) �O p 900 1'1M 3.1 M TWO 2.1 MM 95 MM 25.4X1 MM TDC - I"XIS?®?2 �'sA - TWO X10 O!Q ONE I/4" lSOI_T 0-12 26 PITTS _ --L55 0.106 00 LBS z c 13-22 ^4 PITTS �� - 1"x16 GA. - TI110 1/4" DIAMETER 11 w 1 1"X1'2 GA - 260 L 31_a,Q+" I2' �______._.. TWO 'S/b" TiilU I"x10 GA. 23-30 12 PITTS rDc - 1-1/2"X16 GA- - TWO 3/a' DIAMETER 0.135" - 120 LBS c/) ' z c ?2 10 MM 3.1 M TWO 35 MM f212 25AX1 MM 31-b0 22 PITTS TDG GTR • 4�1 AE30VE PLACE FASTENERS IN SERIES, N07 SIDE 13Y SIDE I' XIS GA - 320 LL35 1 , a b1-10 i8 I.G PITTS Too 111X18 GA - 420 LBS 0.162' - 160 �B5 i GTR 1/4 - 210 Ldp° S1-60" 12' -- -__ TWO 3/t!' TWO ?"XI8 GA 11-UP 18 LG PITTS - TDC __ -- GTR 4 JTR 111X16 GA - 1@t� Lf<19 1, r+� p W t". _ U - _._ _._._ -_ __ 1-1/2"X16 GA - 1100.' i_B°+ 3!8 - b80' l_DS �- 1520 t1M 9.1 M TWO 9� h't'1 (2) ?5.4X131 P?"1 I/2" - 1250 1_BS _ CTR • CENTER TIE RCD 5/8" - 2020 LIV5 3/4" - 39X00 LBS DAR: 61-84" 12' -___._ _-_ TWO 3161, TWO I"X%6 GA. JT?4 JOINT TIE ROD - _ -_-___----_------.--- C 2130 MM 3.1 h'1 TWO 9.5 MM (2) ?5.4x1.61 MM ___- -----. -- -- ---------______-- - - -- -- �ROf EWE 2 2 - (0)19> .. pESD BY a }REG 1 AN�1�LA DUCT GONSTSUCTIONDR. BY 4560 J. SE !FEST 1 b� :SCALE Notre � GTANGULAfR DLGT RANGEf.� " NO. •r1 „�r.w ti .ssss a re.�►a■■ `� v A E G0 N - .d j��► . -3 1 Ml N IMUt-1 HANc.:EIR 5I ZE5 FOR 4 - � ` )R `NG _ �_ 9 M IN Ir°' UM 5I ZF. TA�L� y ` l V, �. �D. C 'C:UND DGT T AP�. L 4 -- 1 SCALE: NONE C -_ 0 /Q TOY/m a �t.1�.1...srW41�w sM+�1�" *�-�«�■s is aw rases lyrlM. � SHEETS IN SET cv bP� SCALE- NONE C� �!' [Vol F= ' aVvwl.l.r !�A^llwl ►w SNI ami spun . _, ....«_._ -_..._-_._. _.....-. .. -_.-.._--•-,-w.w•+ n .._... .. .__.__.._-._._.__ '__--._........_.__-..-.......^- ' '^•' _-••-^w.r..+1^.+...+e�.R-^�.'!,.wr^^.!TY.f'.^,-'_ .. ;'.. :: :"..:..'.da_. ,.:...aa..w+_wwL....».uwn:t:Y?irti4mlN _ ,. .... _ , C "" 11IIII1 IIIIIIiII 1111!IIII 1111!11{ lli`Itll IIII!IIIT ! I l i i l l l l 1 1 1 L.EC3IBILITY STRIP o ! II 2 3 � � b � � Io I I 12 13 I�a le 17 Is Ita 20 21 22 2'? y 2e a_e 2'r a 310 OTr1.1 cn X11 01 i T Mi lid4 i, T z v • • • • • • • • • • • • • 0MCE Copy • . • ,M, • • -C LEGEND �, L,••�--•---.._ ' �• -- ���•___-------304- ` ,1 \\ •`""• MILI)REN DESIGN GROUP, P.C. • \KCIIITCC'IIKF ti1'Ak U I'I AVNING f ... .• ---------_303 �ti 7650 S.W. Beveland. `idle 120 _------- 3G2 NEW EXISTING -301 IIgard, Oregon 07223-s692 �- SANITARY 1503) 1-. -1552300 STORM SEWER LINE - _ g \ , FIRE WATER LINE FW "`111 OUTLET STRUCTURE DOMESTIC WATER LINE --DW -- - - RIM=297.75 I FLOW_CON TIROL_MHTELEPHONE LINE - --T- - RIM 3�3 00 MATCH FG EXIST. 4 - ELECTRIC LINE - E IE IN ------'- __ �296.00 (12" N) STA 52+56, 45'LT � �. $ STM NATURAL GAS LINE G- _. � ---297 IE OU�=X95.90 (18 S � REMOVE AND REPLACE WITH 60" TI N POND 2 0 i i PRIVATE WATER QUALITY AND DE N 0 i � ' STM MH WITH FLAT TOP LID A RIM 301.89 CATCH BASIN ELEVATIONS CB _ 1 .M. RIPPEY -_` - A � IE IN=295.75 18" NE NEW) RIM=100.00 I. IE IN=-:295.75 12 SE EXST.) IE-97.00 CONSULTING ENGINEERS _..___._:! -�- _-�''- �- �•� IE IN=295.79 24" E EXST.) 7650 SW Beveland.Suite 100 -.�­� 1 Q" ® 0.5 �'i IE OUT=295.75 (24" SW EXIST.) MANHOLE ELEVATIONS MH Tigard,Oregon 97223 IE OUT=295.73 24" W EXST. TO BE RIM=100.00 Phone:(503)443-3900 REMOVED) IE=97.00 Fax:(503)443-3700 --REMOVE--25 LF-EXlS)II TG 24---WESt - EXISTING (E) AN �� CATCH AKIN BARRIER D PLUG 3 FT WITH GROUT. - _ -- O1 IV oJ. GE rw NERAL---- - ! NOTES \J , 1 N'? v r� I 504504 \?\ NORTH 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT EDITION OF THE 1k�y Y MAN UNIFORM PLUMBING CODE., UNIFORM BUILDING CODE, AND THE UNIFORM FIRE CODE. OREGON i, WORK SHALL ALSO CONFORM TO THE STANDARDS OF THE CITY OF TIGARD AND TO ✓�Y 25,�9�'� PROJECT SPECIFICATIONS. �q pG W,,ALE T 2(Y RC K 2. THE CONTRACTOR SHALL HAVE A FULL SET OF THE CURRENT APPROVED EXPIRES: 6/30/07 CONSTRUCTION DOCUMENTS INCLUDING ADDENDA ON THE PROJECT SITE AT ALL TIMES. 3. THE CONTRACTOR SHALL NOTIFY THE OREGON UTILITY NOTIFICATION CENTER, 3 BUSINESS Owner: DAYS PRIOR TO ANY EXCAVATION, BY CALLING 1 800 332-2344. 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF PRIVAI E UTILITIES SUCH AS Pac i f i c N.I.. GAS, TELEPHONE, POWER, CABLE TELEVISION, ETC. CONFIRM VAULT LOCATIONS WITH ENGINEER. Properties 5. THE CONTRACTOR SHALL KEEF THE ENGINEER AND JURISDICTION INFORMED OF CONSTRUCTION PROGRESS TO Ff CILITATE SITE OBSERVATIONS AT REQUIRED INTERVALS. 24--HOUR NOTICE IS REQUIRED. 6. THIS PLAN IS GENERALLY DIAGRAMMAI:r. IT DOES NOT SHOW EVERY JOINT, BEND, FITTING, OR ACCESSORY REQUIRED FOR CONSTRUCTION. OFFICE COPY 7. EXISTING CONDITIONS BASED ON TOP06RAPHIC BOUNDARY AND UTILITY SURVEY 6600 SAV. 105th Avenue PREPARED BY WRG DESIGN DATED AUGUST 26, 2002. Beaverton, Orevon 97005 8. THE CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS. NOTIFY ENGINEER OF VARIATIONS IN CONDITIONS SHOWN ON THE PLANS. POINTS OF CONNECTION TO EXISTING UTILITIES AND LOCATIONS WHERE NEW UTILITIES WILL CROSS EXISTING UTILITIES SHALL BE VERIFIED BY POTHOLING PRIOR TO CONSTRUCTION OR Pro)ect: ORDERING MATERIALS. IT IS THE CONTRACTORS RESPONSIBILITY TO SCHEDULE POTHOLING SUC'1 THAT IF CONFLICTS ARE ENCOUNTERED, SUFFICIENT TIME EXISTS TO ! ]t,drd PREPARE MODIFIED DESIGNS AND HAVE THE MODIFICATIONS APPROVED BY THE JURISDICTION WITHOUT IMPACTING THE PROJECT SCHEDULE. 1� I'idn�le 9. STORM DRAIN FITTINGS ARE TO BE ECCENTRIC. 10. UTILITIES WITHIN FIVE FEET OF A BUILDING SHALL BE CONSTRUCTED OF MATERIALS G O m n ions APPROVED FOR iNTER OR USE AS DESCRIBED IN THE CURRENT ED!TiON OF THE UPC. 11. CHANGES IN DIRECTION OF DRAINAGE PIPING SHALL BE MADE BY THE APPROPRIATE USE OF APPROVED FITTINGS AND SHALL BE OF THE ANGLES PRESENTED BY ONE-SIXTEENTH BEND, ONE-EIGHTH BEND, ONE-SIXTH BEND OR OTHER APPROVED FITTINGS OF 6th and Dartmouth EQUIVALENT SWEEP. Tigard, Oregon 12. INLETS AND OUTLETS TO ON-SITE MANHOLES SHALL HAVE FLEXIBLE CONNECTION NO CLOSER THAN 12" AND NO FARTHER THAN 3E" FROM THE MANHOLE. 13. MANHOLES SHALL HAN/E SMOOTH, UNIFORM WATERWAY WITH CHANGES OF DIRECTION sheet Title: MADE WITH THE APPROPRIATE SWEEP OFFSET PER THE OREGON PLUMBING SPECIALTY CODE. Detention 14. ALL CONSTRUCTED OR MODIFIED MANHOLE COVERS IN THE CONSTRUCTION AREA TO BE Out Let ADJUSTED TO MATCH FINISHED GRADES. WATER QUALITY & DETENTION POND MOTES e -- f-RIM=303.00 MATCH F.G. ArED R THE 1 B RO GHOUTT THE EROSIONIODEGRADABLE SHALL POND BOTTOM AND TO ANT ELEVAON LOF 99.0E TOPSOIL MATTING TSHALL BE t` HELD IN PLACE IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION REQUIREMENTS. METAL GRATE--RATED FOR 16,0001ts ORIFICE, IE=300.50 ANCHOR SPACING SHALL BE BASED ON 3fps FLOW OVER THE MATTING. 12" HORIZ. ORIFICE _ _` 60" FLAT TOP FRECAST SILT SACK -- • MANHOLE W/ STEPS a. SWALE SECTION: HIGH DENSITY JUTE MATTING (GEOJUTE PLUS OR Revisions: 1"0 HOLE CENTERED IN EACH ORIFICE, IE=299.50 -- ---- APPROVED EQUAL) 10121103 SIDE OF CATCHBASIN BORE 3" HOLE ANCHOR RISER b. ALL OTHER AREAS: LOW DENSITY JUTE MATTING (ECONOJUTE OR OTHER Pond, Gradin SHFAR GATE WITH _ _� PPE AS NEEDED WITH APPROVED EQUAL) g 15" BELOW RIM . Sir)1'm 1"0 HILTY 150 INJECTION C. MATTING TO BE INSTT DRAIN ROCK CONTROL ROD ATTACHED 12" INSTALLED TO 1' ABOVE BOOM OF POND (ELEV 299.00) • CITY OF 71GARD �- ---- TO TOP STEP -- --- ADHESIVE ANCHORS ) �( Conditionally Approved..........................( ): 12' STORM PIPE A 0.5% 18" STORM PIPE ✓ 6 5 EROS CONTROL NOTES For only Tthe work as de��d �� SSS' OUT ONNPPLAN' W.S.E. �- FILTER FABRIC FINISHED GRADt AT FOND BOTTOM _ ._. ry I �� - 'EXTENDED 1'0 RIM See Letterto. ....................... Follow ( ); r �;r 4' 1 IE IN 7.96.00 +. 1) MAINTENANCE, REPLACEMENT AND UPGRA7'NG OF THESE ESC FACILII1ES IS THE _Aj�BC�r'.. ( ^, .;I \ t.5' STANDARD M.H. RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND Job A S, (/ 1 ,� APPROVED 9Y THE ENGINEER .AND DEPT. OF PUBLIC WORKS AND UNTIL � r_ t�1 J �' -_ Br; ;LE 12"x _ VEGETATION/LANDSCAPING IS ESTABLISHED. f 8" CROSS - RUNGS 12 O.C. CL LOCATED ON VERT. I ;;) N \_ IE OUT 295.00 SIDE OF MANHOLE, 2 ALL FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED AS 2'--0" ROUND OR SQUARE SHEET WITHIN 24" OF ) ` M��i4Le�`AkL`NGtlA91� tJfi 1+ AS - 3 COVER AND FLOOR NECESSARY TO ENSURE CONTINUED FUNCTIONING. IF THE SITE BECC A INACTIVE, THE 11C.14t . DESIGN GROUP. PC.. 20W, �u FACILITIES SHAT-L BE INSPECTED AND MAINTAINED A MINIMUM OF TWICE A MONTH OR RIGH+s RESERVED ® - RCdUM41d11� TQT MAf}�g4SPNALT ORIFICE, IE= 294.50 -- BOTTOM EMULSION INSIDE AND OUT AS WITHIN 24 HOURS FOLLOWING A STORM EVENT. THESE DRAWINGS ARE THE PROPERTY of BORE 1.5" HOLE IN REMOVABLE N T TO DESIGN GROUP, P.C. AND AREANY ORIFICE PLATE ' r. ='291.40 NOT MANNER,9E USPT OR REPRODUCED WN TTE :'• • ._ 3) AT NO TIME SHALL MORE THAN NINE INCHES OF SEDIMENT BE ALLOWED TO PERI EXCEPT WITH THE PRIOR WRITTEN -_ PERMISSION OF MIIDREM DESIGN CROUP, P.C. ACCUMULAf E WITHIN 4 TRAPPED CATCH BASIN OR MANHOLE. 4) ADDITIONAL EROSION CONTROL MEASURES SUCH AS TEMPORARY VEGETATIVE COVER, Date: 27 Se1)ternl2004 ><r 12" MIN. OF STRAW MULCH, EROSION BLANKETS OR PLASTIC SHEETING MAY BE NEEDED IF THE I:r l\\n 1n: Checked bv: i 3/4"-0" CRUS{ �D PERMANENT SURFACiNG AND LANDSCAPE PLANTING ARE NOT UJ PLACE BY THE AGGREGATE COMPACTED TO 9EGINNtNG OF THE RAINY SEASON, AS SUBMITTED AND APPROVED BY THE ENGINEER KJK 919 OF T-180 AND DEPT. OF PUBLIC WORKS. - .lob Number: WI 100 TMA PRC1J No. 3M Sheet � Ct /L' of 1 F &D ffLET' 2 OL. MANHOLE ��312) October 2005 C3.2 G3. NOT TO SCALE. NOT TO SCALE OFFICE COPY CfTi "F''''"' 'i" 'I'"' I t 1111 fill HII II11 111! IIII IIIi!i Illlliit i�III1II1IlI1fII�fUlfllll�illi�lllilaitlllll�llll�ili!+ LEGit9lLrTY STRIP 0 2 3 4 S 6 8 9 10 ! ! 12 13 1 - 1 111 I 18 19 2O 21 2'2 23 24 25 20 27 28 20 30 IOsn.t c.+ NJNI ty! 3:i 11 OI Ip -� �!I IIIf itiili'll�.i� s ,lftlli[Itllllli.I:Its,lli,I,lIIW1WltIW,:.I,f_tttll�Wl,..il,;1,I+irill.ilznll!l1W,ill::.It:iii,l:tlilcitll�„II:I,IIIII, IW:II:I,I.,,lll,ll+il.!{Ili I;1:I,. dli; t„iW.li;l:.l.�.!.: 1:. ,,;I, � , . ,. 1 _ -..::� _�.-...•"st'•xm^t d •.x.:"'77 i*. ...»��..• :.,.t� n.......r1 .....«,�.. r -vym w• .... - :t:;:..�-«.. '....,..,,_fin" 1.'.�'�^"'T,' """'!r^I•�71'�II��M'•+«,.�:�rt+�5t�r•i.tw+�u.^.r q?r ..^j,»'s7"*�^tS*Ya..,..'^Cet9`!YS'.. -. -- � .-. -. -.. •tl S t i sr .P a . p a t Total Total Cold Hot Waste Water Waste Water Waste Vent Water Water ... Mark Qnt. Description Units Units Units Units Size Size Size Size Ul COPY WC1 4 Handicap 4 10 16 40 3" 2" 1" / hung flush Closet(wall alvel Regivar Water Closet(wall WC 2 6 4 10 24 60 3" 2" 1 hung flush valve) " I I UR 2 Urinal(one mounted at ADA 4 5 8 10 2" 1 112" 3/4" hie ht) LV 8 Lavatory Counter Mount 1 1 8 8 1 1/2" 1 1/2" 1/2" 1/2" MS 1 Mop Sink 3 3 3 3 2" 1 1/2" 1/2" 12" 1 2� 3 -- -- 12" 6 DF 2 Dnnnking Fountain(bl Level) 1 0 75 2 1 5 1 12" 1 12" 1 / !8 1 10 FD 5 2"Floor Drain pnmed to 0 0 0 0 2" 1 code Water Heater(50 gallon gas WH 1 ) 0 0 0 0 1 1 3/4" 3/4" I � I I Elevatory Sump Pump(ran ES 1 U 0 0 U 1 1/4" to approved location) I � i HB 4 Hose Bob 0 2 5 0 10 12' , I YH 1 Yard Hydrant 0 2 5 0 2 5 14" t 1 RD 3 6"Root Drain 0 0 0 0 I — I I OD 3 6"Overflow Drain 0 0 0 0 TOTAL 45 92 5oo y, 1 A -- — — — - — • VACANT 113 LOBBY �z N 101 / "' U) N ¢ 'j L03 :2 g cc cc STAIR 2 El EVA 112 1 ._ EQUIPMENT o� 104 ' PW fEl r i I' LE DATA - -+ ; I O W7 HALLWAY I — — - -- -- — + �. I I win, )C«r I 117 ���� I _. ) NW — _ I ---- it � -L-3l c.z I r 1--1 lir W -- I C \ 7 WOM J NI TOR J =✓nab Sfd I j = a 108 07 u i I ° M _ Ily �✓ ___ I � I vRl VACa'� Fa I I 114 li I I �p�-- 3w o � _-- - - ---� — — - - r' — r -- - - - - _ -- - r - - - - I -- — — - - -- — — - -- — + E E 0 o� o � c FIRE CONTROL % HALLWA >' SPRINKLER RISER I 110 ~ Co 1 11 F�f,,tE sn>Ss I I I I I m I i- 0— I ' I I ALL PLU, BING TO BE PER UPC AND OREGON SPECIALTY CODES, THE CLEAN OUTS ARE NOT SHOWN FOR CLARITY. THEY SHALL BE INSTALLED PER CUDE, I, cm or TWARO >' Cpndlllpnatlly Approved.................... r , For ppnlytliM w�rkeJaw-bad .^.......... PBRMITNO lfl�L8i1N!o follow...................... rob Addle 5 5/10/2006 9y �-.----OAb 1 DRAWN BY TED SCALE not to scale 7 a , P1 ', ;,r«wd..w....„.«......:...newt m.,=..,,....,..„..,..,.....,,.w...iM...+Yrw.....,. .. aw+4f"'.Y,,:H,;.�i,AAAJ1;;h„•_ - .._ __-. ..___..__- --•.qsr-- "-,-- _ _ _.__.__ ru....a .. -...._ .. ... ..-_-_._._ -. -___ .. - _._ :�„ , - .-..__.. - - ----__..._..-__..._ -..___ _. __.._ _ c1111 - _-...._ _ — ijlil!�I11�IIIIIIUIIIir"4!i{lllllilillltill~Ililllll llll�Ilhllll! IIIIIIIIIIIIIIIfll1111111111111111 Illllll( �� '�i r` ' {L3{BIQITY STRIP 0 I z c �, I I�nulllll nnlnllllullu l�unllnllnulnnlnnlnnl 1009.1 CA tp I ! 12 1?! 14 � IB 17 l8 IQ 20 21 22 P. 24 � 28 27 28 29 30 YI i NJNI y_ 7 , a A r :'� y 9.�' � .+ +� ;;,'/ A "'e'1,}. /'� r'!• s ., t. r _}' '�.'� a_y n . I .i �t, n' tP.r°. 4 `A'•'._ r r'��a a7 .fr' �ti L.. £-:e1 t r t,::w. ,r:', '` ,,k A ';:,�. a:f:4a a^Y., '1 _. :.da h '�,r.. rt �.-.. L. h., t,, y,, n :..:'` 1.1; i�,., �, �ilf - •'Ss#�+' 10 :.,. c 1 -W i ! \ ! I1764 I �1 1>~ n, � ,,,�,1 I I ►r Ilk I ' ()k y d IIi• . I L.011 Wil I t I L 01 L 10 I I ' .01 PO yR l ( L loll I � I Y IIS av• ' I ►l. ��t j W� � rls � � I , I 1 � I I ---- ---- 1 cn M �cNv 1 Q Z o0 N::2 Q W ca 1- ! - — - - - - - -- �-- - -- - I --- -- -- ------ - - - -- - ------- ADS l STAIR 92 r I 2101 ``HAFT STAIR 1 �\ ELcC DATA I 2,.�? 206 204 _ � LOON& ,y 1 201 I I: 00 _. -- - ---- Cho E L c Q i I VACANT ' Q 205 MEN WOM P: 209 208 Y14"M wr Ln Or/fief o i Flo Fo hG1 c o LDU c CD I I I I I I rn I • I - - I I Z--:.. - - E ---- - - - --- - - u ,ail�' • ' 5/10/2006 DRAWN BY TED SCALE not to scale P 2 wkii • "` "" `�� � 11 � � ��� � t (111 1 . r , " r 1 I11119, !1 1!111 tll I ll1�11 iwIflf I�IIIII ll?i la2 13 1d 1� 12 22 23INI!!!f2l Il!H I IIN2011{i 1 211�17 I'1 tl!2!I11!I IN2I I911 11 I U3n IoLEsu � 10 ti } • 30X Z 1 01 ,�. 1 •v-. k r AIL '' ... ,.. .. .. ......... .... ..• .:.. a-''...' . 1 ww F {..d r , S 4 1 1 n 4, a LEGEND OFFICE COPY Uja NEW , �l �l I SANITARY SEWER LINE ►i1TLc DESIGN GROUP, P.C. MILDREN I "ILINT til'A(-'E: PI.ANNiNCI 17+00 1 u+UO 15}00 ', 14+00 13+ iiU �\ �- � � - t- - STORM SEWER LINE IRC - - -- I i FIRE WATER LINE FW 7650 S.W. Beieland, Suite 120 -- - -�- - - -+- ""'wH- -+--�--• -"' -T I DOMESTIC WATER LINE 'I'ward.Oregon 07223 8692 'r TELEPHONE UNE T- \ we: 503-244-0552 ELECTRIC LINE --F--- 1 . 303-244-0417 NATURAL GAS LINE __G � o � � 'T tt' -� ..�.. � � � � f � � � � � �� � � CATCH BASIN ELEVATIONS CB I I I I RIM 100.00 . RETAINING WALL DRAIN 1 r IE 97.00 H C _ -- DESIGN BUILD WALL CONTRACTOR TO MANHOLE ELEVATIONS M 1 .�1. R 1{'I' Y - -- ' COORDINATE WITH GEOTECHNICAL ENGINEER ` RIM 100.00 .� o T'v IE 97.00 cuNst t.rLNG I_�c,i'•It:Ns J \ '\ -T w f. : G -651,SW Bevetand.Suv,IrXI _ - -- �- EXISTING �E) �` �� L pTj,o��dlso�gi°Aw���xn COWNSPOUT 05 1 \ $ CLEANOUT •CO 1 Fax 0011441 111.1 IT STORMWATER MANAGEMENT \\\ F256DIA. DETENTION PIPE WATER OUALI,TYVAUL_ + MANHOLE *• FIRE HYDRANT AFH.00 IE IN-303.95 CATCH BASIN • 4^ IE OUT-301.65 I ®DDCV ACCESS MH 6" �� 17X 12"-0-1% IE= 0.1 � WATER DOUBLE RCTOR CHECK VALVE rjWM RIM 317.30 BACK FLOW PREVENTOR [EBF D PROFF IE 304.00 12" 3% WATER VALVE ®WV •• /� 4, 15504 4 6 O 355% RIM 313. 5 6" ® 5.2% " IE 306.75 6" O 10.4X IE 311.1 _ /� w� - 6 ® 11.1X " (TYPICAL) � Q�_ ��- `A/W INNS GAY 25, �. 6_ ® 10_4X / CONTROL MN _ _",.r_, \ IE 314.00 - _.CB �-�•- 'F G RIM 312.40 IIMIE 0314.3p4;00 -_- -- --� ��RC KORO IE=310.65 t i I I ALL WURk, SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT EXPIRES' 6= 07 EDITION OF THE UNIFORM PLUMBING CODE, UNIFORM BUILDING CODE, AND THE RETAINING WALL DRAIN _ TO THE + STANDARDS R OFF REE CODE,OFWTTIIGARDRK HAND TO PROJECALL ALSO T RMPECIFIC TIONS. IE t 18 00 DESIGN BUILD WALL CONTRACTOR TO - - I 2. THE CONTRACTOR SHALL HAVE A FULL SET OF THE CURRENT APPROVED COORDINATE WITH GEOTECHNICAL ENGINEER RD CONSTRUCTION DOCUMENTS INCLUDING ADDENDA ON THE PROJECT SITE AT ' J I ALL TIMES. CB IE=310.50 (TYP) 6'_0 10.4% \ \ TCB I 3. THE CONTRACTOR SHALL NOTIFY THE OREGON UTILITY NOTIFICATION CENTER, IE=311.20 2O" D.I. BUILDING j' I - 3 BUSINESS DAYS PRIOR TO ANY EXCAVATION, BY CALLING 800 332-2344. ��- 6" PERF PIPE IN GEOTECHINCAL � DOMESTIC SERVICE 1 J FABRIC SOCK, SEE GEOTECHNICAL ---.I ' n 4 SUCHTHE CASTGAST�TELEPHONR IS E, POWER,NSIBLE FOR TABLE COORDINATION OF ETC, CONFIRMVATE I RECOMENDATION / 1 0 I VAULT LOCATIONS WITH ENGINEER. 21" DOMESTIC WATER SERVIC_E___/ 1 + I - I 5. THE CONTRACTOR SHALL KEEP THE ENGINEER AND JURISDICTION INFORMED AND 2- A WATER Ii . OF CONSTRUCTION PROGRESS TO FACILITATE SITE OBSERVATIONS AT -� REQUIRED INTERVALS. 24-HOUR NOTICE IS REQUIRED. 6. THIS PLAN IS GENERALLY DIAGRAMMATIC. IT DOES NOT SHOW EVERY JOINT, 6" SANITARY SEWER BEND, FITTING, OR ACCESSORY REQUIRED FOR CONSTRUCTION. SERVICE LATERAL ��_ 7. CLEAN OUTS SHALL BE INSTALLED IN CONFORMANCE WITH UPC CHAPTER IE 301.95 SEVEN, SECTION 707 AND SECTION 719. NOT ALL REQUIRED CLEAN OUTS - ---- - -- - ARE SHOWN. lr'I I I � I 6" DCDV INSIDE BUILDING I 8. EXISTING CONDITIONS BASED ON TOPOGRAPHIC BOUNDARY AND UTILITY Pacif iC 1 V uT - SURVEY PREPARED BY WRG DESIGN DATED AUGUST 26, 2002. r1 9. THE CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS. Pi'(�17eI't le�I �) NOTIFY ENGINEER OF VARIATIONS IN CONDITIONS SHOWN ON THE PLANS. f \1 POINTS OF CONNECTION TO EXISTING UTILITIES AND LOCATIONS WHERE NEW UTILITIES WILL CROSS EXISTING UTILITIES SHALL BE VERIFIED BY POTHOLLIN_• PRIOR TO CONSTRUCTION OR ORDERING MATERIALS. IT IS THE CONTRACTORS RESPONSIBILITY TO SCHEDULE POTHOLLING SUCH THAT IF CONFLICTS ARE ENCOUNTERED, SUFFICIENT TIME EXISTS TO PREPARE \ 1 + JIUUDIFIED RISDICTIONSIWITHOUTAND IMPACTING THEEMODIFICATIONS PROJECCT SCHEDULE BY THE fiE,'I(1 SSI lUSth �\�e.. Suite 175 :�erten, Oreet m 9700". -- 10. STORM DRAIN FITTINGS ARE TO BE CONCENTRIC. 11. SITE RUNOFF HAS BEEN QUANTIFIED USING RATIONAL METHOD ANALYSIS. \ PIPE SIZING IS BASED ON MANNING'S FORMULA WITH N=0.013. IF THE CONTRACTOR DESIRES TO SUBSTITUTE MATERIAL WITH A DIFFERENT N-VALUE 45+00 46+00 47+00 48+00 49+00 \ \ oQ0 j - - - -- - - - - REVISION OF CALCULATIONS WILL BE NECESSARY. THE CONTRACTOR MAY CONTACT THE ENGINEER FOR THE REVISIONS. 12. PROVIDE DRAINAGE FROM WATER METER, AND CHECK VALVE VAULTS AS REQUIRED BY THE JURISDICTION. PROVIDE 1/2HP PUMP WITH DISCHARGE NI Icct. TO HEALTH DEPARTMENT APPROVED LOCATION. PROVIDE CONDUIT, WIRE, AND CONTROLS TO BUILDING EQUIPMENT ROOM. I Tigard 13. DOMESTIC WATER LINES AND A(,':ESSORIES BETWEEN THE WATER METER AND - --" --` �- ----- - -- THE BUILDING PLUMBING CONTRACTOR.BY A LICENSED PLUMBER EMPLOYED Bl Triangle 1.DING SHALL BE CONSTRUCTED OF f I 14. MATERALSWAPPROVED FORVE INTERIOR OF A UIUSE AS DESCRIBED N THE CURRENT UTILITIES C�01111�1O11s - EDITION OF THE UPC. 15. CHANGES IN DIRECTION OF DRAINAGE PIPING SHALL BE MADE BY THE B IL.11 lcl ing FOUL NORTH APPROPRIATE USE OF APPROVED FITTINGS AND SHALL BE OF THE ANGLES PRESENTED BY ONE-SIXTEENTH BEND, ONE-EIGHTH BEND, ONE-SIXTH BEND Goth and Jaitnvmth OR OTHER APPROVED FITTINGS OF EQUIVALENT SWEEP. I leard,Oregon 16. INLETS AND OUTLETS TO ON-SITE MANHOLES SHALL HAVE FLEXIBLE 4 BCA T - 20' CONNECTION NO CLOSER THAN 12" ANC NO FARTHER THAN 36" FROM THE MANHOLE. 17 MANHOLES SHALL HAVE SMOOTH, UNIFORM WATERWAY WITH CHANGES OF DIRECTION MADE WITH THE APPROPRIATE SWEEP OFFSET PER THE OREGON PLUMBING SPECIALTY CODE. Building l ( )U1_ Site Utilit\ P!an I � U rp V- CITY OF TIGARD s Approved.1 Acl' 11i.1........la.Tt 1 Conditionally Approved.................... ( 1 For onlythe wot "des f2d In PERMIT NO ReeLetter to Follow...................... 1 1 jot By dress MILDREN DESIGN P, P.C., 2004, ALL (2RQll 1� RIONTS RESERVED THESE. DRAWINGS ARE THE PROPERTY OF NOT TO K USED OR REPRODUCED IN ANY MILDREN DESIGN GROUP, P.C„ AND ARE q MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF MILDREN DESIGN GROUP, PC. Date. 14 Ik.cember, 2005 01a n by: Checked h\: JEC KJK Job Number: 101100.04 Sheet 9 C� l�' C3.0 Permit Submittal - December 2005 T.M.Rl M ft*d NO. _ ----- ---------____ _.�_,�, w..w,.,�..,,.�.» rYwreweiru+swe. IhlwrNrlllea - ��" . -•; � � � I � I � I � I'�'j _ Oen",cT ,' �, IIII IIII 1111 II11 1111 IIII ILII I 1111;IIII IIIIIIIII IIII IIII IIII IIII 1111 Illi 1111 IIII III11111 IIII IIII II IIII Iilllllll II11 II IIIA 111 I ' Ili o LE{31HILRY STRIP I c 3 d 7 Ip I 1 12 13 14 0 I 18 10 217 21 22 23 24 25 2R 27 �Ej 28 30 a. r I I 1 01 1t1i .... ......... feit71' f '.r } ( 1 1 I ) r I 1 11 ' I 1 I 1 I� I `iMV �MMMNM Nl Mhkh �r .r r!; �' L [ x` , 1 y 1 , f� YILt11 I,r wl STANDARD 48" FLAT TOP STANDARD MANHOLE -- - STANDARD MANHOLE FRAME AND COVER \ FRAME AND COVER RIM 314.00 \ . . . • � \ MILDREN DESIGN GROUP P.C. RIM 317.40 \ \ItC.l117[:L'llllth SPACEPLANNING 650 S.1 . Beveland,Suite 120 +� STANDARD_PRECAST FLAT TOP \ 48" DIAMETER RISER i lgard, Oregon 97223-8692 48" DIAMETER RISER / Voice: 503-244-0552 96" FLAT TOP WITH Fax: 503-244-0417 96" FLAT TOP WITH / 48" OPENING 48" OPENING TOP ELEV Fv 311.00 TOP ELEV 311.00 PIPE SUPPORT C.M. RIPP[.Y' 12" HORIZONTALCONM 1.1 INC 96" PRECAST CONCRETE OR FAL L�I:1Jts ORIFICE OVERFLOW CORRUGATED METAL. MANHOLE M30 SW lLeYrcSon 722Suit111(1 309.50 R ooe�003)443-3901)391 N R TE OR Y _FLET (TYPICAL) Z'6"ORIFIC-�RTI� L Fax.('o')a43-"`MI 96 PRECAST COC E306.75 Co uGATE M AL MANHOLE _ STEPS 3Q7.00 230LF 6' DIAMETER DETENTION PIPE 230LF 6' DIAMETER DETENTION PIPE \—STEPSC,I N\�4, p CLEANOUT 15504 y SHE GATE \ — IE OUT 304.00 IE IN 304.00 _ e / C,'X 1.7" HORIZONTAL SRL KOFU 303.00 \ IE OUT 304.00 EXPIRES: 6 30 07 y 6•' OF 1"-0" COMPACTED BOTTOM OF MH 301.00 CRUSHED AGGREGATE BASE I 6" OF 1"-0" COMPACTED a CRUSHED AGGREGATE B<SE tXT'E MIM ACCESS MANHOLE 2 (DE'T'ENTION FLOW CONTROL MANHOLE NTS CIR3.� ws „ 5 GENERAL NOTES CITY WATER DEPT STANDARDS PLUMBING CODE Pacific NW i $ 1)STORNIFIJER BY STORMWATER MANAGEMENT INC. (SMq, PORTLAND,OREGON(800)548.4667. BALLAST 1 2)FILTER CARTRIDGE(5)TO BE SIPHON-ACTUATED AND SELF-CLEANING. STANDARD DETAIL DRAWING 5HOW5 MAXIMUM NUMBER OF , Properties les •; (SEE NOTE 8) ^` ALTERNATE PIPE CARTRIDGES.ACTUAL NUMBER REQUIRED TO BE SPECIFIED ON 51TE PLANS OR IN DATA TABLE BELOW a \ LOCATION(TYP) 3)PRECAST VAULT TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C857 AND C858. DETAIL DRAWING REFLECTS DESIGN INTENT ONLY THRUST BLOCK CITY APPROVED I \` 5EE NOTE 6) ACTUAL GIMEN51ON5 AND CONFIGURATION OF STRUCTURE WILL BE SHOWN ON PRODUCTION SHOP DRAWING. RETAINER GLAND BACKFLOW DEVICE FLANGE COUPLING r` 4)STRUCTURE AND ACCE55 COVERS TO MEET AA5HT0 1-20 LOAD RATING. \ ADAPTOR 5)STORMFILTER REQUIRES 2.3 FEET OF DROP FROM INLET TO OUTLET. IF LE55 DROP 15 AVAILABLE,CONTACT SMI. 1 1 — Q INLET AND OUTLET PIPING TO BE SPECIFIED by ENGINEER AND PROVIDED BY CONTRACTOR. PRECAST STOKMFILTER VAULT EQUIPPED WITH EITHER CORED OPENINGS OR KNOCKOUTS AT INLET AND OUTLET LOCATIONS. -� --- -' COUPLING(TYP) 7)PROVIDE MINIMUM CLEARANCE FOR MAINTENANCE ACCESS.IF A SHALLOWER 5Y5TEM 15 REOUIRED,CONTACT 5MI FOR OTHER OPTIONS 12" MIN (BY CONTRACTOR) 8)ANTI-FLOTATION BALLAST TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR,IF oEQUIRED. BALVST TO BE SET ALONG � ,�_ 6600 S" I U�Ith ;��U., tilllte 175 r ENTIRE LENGTH OF BOTH 51DE5 OF Thi.STRUCTURE. 9)ALL STORMFILTERS REQUIRE REGULAR MAINTENANCE- REFER TO OPERATION AND MAINTENANCE GUIDELINt5 FOR MORD INFORMATION MEGA FLG FIRE DEPARTMENT tiea\trh N1, Oregon 970(Ih FLG OR EQUAL -� _ CONNECTION I !, 30.0 FRAME AND COVER G' x & PRECAST 6" OPTIONAL AT THIS r (TYP)(SEE NOTE 4) STORMFIL T ER DATA MIN' h " LOCATION 5? - OSHA APPROVED LADDER 24 MIN ! —� STRUCTURE ID TBD WITH ALUMINUM LADDER + OUTLET PIPE -- 1 (SEE NOTES 546) INLET PIPE WATER QUALITY FLOW RATE ch 0.1 1 EXTENSION BY UTILITY — (SEE NOTES 546' SAFFLr _ PEAK FLOW RATE cf50.35 VAULT RETURN PERIOD OF PEAK FLOW 25 - CONTRACTOR TO SEAL ALL N OF CARTRIDGES REQUIRED 4 OPENINGS IN VAULT WITH FLOW CARTRIDGE FLOW RATE 1 5 OR 7.5 034 PLAN NL`I ltl'1 a � SPREADER MEDIA TYPE CSF.PERLITF ZPG NON SHRINK GROUT PRIOR- TO BACKFILLING PIPE DATA. I E. t MATERIAL I DIAMETfR 3" MIN 6" MAX. BALLAST 'NLET PIPE N I 301.95 TBD 1 z F DRAIN TO CURB OR i ga I•Cl LAS (SEE NOTE 6, 1LET PIPE M7 GROUND LINE DAYLIGHT T 6' x 8' STORMFILTER — PLAN VIEW E11 ) 'I)TLET PIPE 301.65 TBD 12• 1 rungle HtIGHT i — 1 �-- --- -- � 3" MIN CLEARANCE ON OPENED COI1ll�1C)Il� OS&Y VALVE 300 FRAME AND JNCERDFAIN h', ,T -�_..-_� - FLOW - MEGA FLG OR EQUAL Building FO11 I • 1 � '� I COVER(TYMANIFOLD P) INLINE CHECK VALVE (SEE NOTE 4) • �.. "IT dIl1j Dar(II lulttll G x 8 STOR!r1FILTER_= SECTION VIEW ,1B A GRADE RING NDTIDfLOTATION BALLAST WIDTH HEIGI" J I Igal'd, regon (TYPI ALE' ""' Z 1 1 - CONTRACTOR TO INSTALL 1 - RODENT NOTE515PEC1AL REQUIREMENTS: CONCRETE BALLAST 3 CU. YD. SCREEN LADDEp, MIN. WHERE FLOODING OR 10r- N CT HIGH GROUNDWATER EXIST (TYP. DRAIN TO DAYLIGHT OR ENERGY __I __ _-__ -W - INSTALL SUMP PUMP — 01551PATOP ELEVATION CONTACT CITY FOR 4-6' MIN 6 I PUMP SPECIFICATIONS (SEE NOTE 7) I I SllttL I It t L 24" MIAX _ f iRE .►.�_DOUBLE CHECK VALVE ASSEMBLY FLOOR TO BOTTOM l3 l l 1 I Cl I l l I`� l l 1 BAFFLE N.'li. — i10RMFILTER i I I i SIZt UTILITY VAULT OR •EQUAL BOIRC EDOOR OF DEVICE Site } } J — CARTRIDGE WITH F.O.C. YNTHOUT F.D.C. U l I l I l UNDERURAIN _/ ) L----1-L----------- 1 4 676-WA 577-WA J-SAL MANIFOLD (SEE NOTE 2) �.I687-WA 6713-WA _—J-SAL Details a 1.------------,9 ---- 5106-LA 687-WA JD-IAL 6' x 8' STORMFILTER -_SECTION VIE �� TMC BTORMWAT TME 5TORMWATERMANAGCMfNT 1 5106-LA 2106-LA JD-3t _ .TER CRMANAGCMCNr - 5com1PlXeA + ' xO""P'� • CITY ENGINEER, APPROVE(1 EQUAL �_ _ U.S.PATENT No.5.322.629. 6 x 8_. STORMFILTER -- .TOP VIEW 1 11.5 PATENT No.5.722,629. -- No.5.707,527,No.6.027.639 SCALE: N.T.S. No.5.707.527.No.6,027.639 _ No.6.649,048.No.5.624.57r.. No 6.419 046.No 5.624.576, Aw11OKD NY.AND OTMCR U.S.AND PORCIGN AND OTHER U.S.AND FMIGN + NO SCALE PATENTS P[NDING ►ATEM'7•rNDINt, ACUSTik P. OUENAS ENDOUBLE CHECK I?1=iECTOENGINEERING DEP AR TI,IENT 6' x 8' PRECAST STORMFILTFR ShSET I 6' x 8' PRECAST STORMFILTER SHIRT 17125 S• HALL RHI- CITYV80ER1N` """ "`' L, nomas.owcm 97227 1<' I S � f5 �a�_;„, MAP.CH ,488 VALVE ASSEMBLY 533 J PLAN AND SECTION VIEWS T/z TOP VIEW AND SECTION VIEWS, NOTES AND DATA s/s aTY OF 7*40 ,A.. STDRMWWWATIIIR _ STANDARD DETAIL STIARA1O11Y M STANDARD DETAIL '"""01 "'"°'"`°"N MA AA -- i h 1!N T INC.I N C. DATE: DRAWN BY: DRAWING FILE NAME: 1 M A N A N E M E N T INC.II N C. p•rE: DRAWN BY: DRAWING FILE NAME• 2 ,• 05/93/05 _ —_-- MJW-------- -.__--- SF603-PC-DTL.DWG 9LK%15 -4667 --- -C 'ZSJOS...- - -MJW-_-- -SF6O8-PC=DTL.DWG _ kU\isionS: I MILDREN DESIGN GROUP, P.C., 2004, ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF 111LDREN DESIGN GROUP, P.C., AND ARE NOT TO 8E USED OR REPRODUL:ED IN ANY 4; PERMISSION Or MILDREN DESIGN GROUP, P.C. ANNER, EXCEPT WITH THE PRIOR MWRITTEN Date: 14 December, 2005 Drawn by: Checked by: JEC KJK Job Number: 101100.04 Sheet 0 — y C3. 1 Permit Submittal - December 2005 T.M RAY Project No 1118 GpMmSm"11I 1IImIIIiIlill1lI ! .11.1..I.n.l.l,.u.,l In11I1-jf,4u u,ll LcoIBILmSTRIP � IQ I I I? 13 14 IB ulII'Iu�II In1-I8i•l- 1_I 91-n`l.lrlru2rI0 Luwu.lLl.nr2l,I�r1n.Luk�lnk2all fw 2Iu"lI.l.nM2ur!I 3n',u�llliu2kRI 4�InI11111rnii12111111L SWIlliliul In11 1 u Il I nln:1uinn,+in3:l+n,sll: , k 28 27 28 29 30 1 LII hill1�1 01 NON( • 1 30X v + Iil�if 1I14.J .,i�[.I ,vl(tJ�J.I ��' ih I I I I �1��1�'. ' � � 1 oL>s men f aarr.. I 5�� T.•Ji'1 k, 1 .w;. >1 Tcl_ 005 -CO 01 to LEGEND C3EhERAL - - - --- - NOTES EXISTING CONTOUR - 1 FOOT INTERVALS 1. ALL WORK. SHALL CONFORM TO THE REQUIREMENTS OF THE M(IDREN DESIGN GROUP, P.C. INTERSTA TE 5 EXISTING CONTOUR 5 FOOT INTERVAIS JURISDICTION, THE GEOTECHNICAL INVESTIGATION FOR THIS ARCI-111ECTURE - SPAC-L PLANNING PROJECT BY GEODESIGN, DATED SEPTEMBER 28, 2001, AND THE PROJECT SPECIFICATIONS. 7650 S.W. Beveland, Suite 120 - Tigard, Oregon 97223-8692 ----107 NEW CONTOUR - t FOOT INTERVALS _a. ." �--.. . „• 2. THE CONTRACTOR SHALL HAVE A FULL SET OF THE CURRENT - (5031244 0552 APPROVED CONSTRUCTION DOCUMENTS INCLUDING ADDENDA 100 - NEW CONTOUR - S FOOT INTERVALS - _ ""'^ -� ..,, ♦SNC ON THE PROJECT SITE AT ALL TIMES. 3. THE CONTRACTOR SHALL NOTIFY THE OREGON UTILITY ;i C8 CATCH BASIN RIM ELEVATION '0` 1 -0- NOTIFICATION CENTER, 3 BUSINESS DAYS PRIOR TO ANY RIM=100.00 ' EXCAVATION, BY CALLING 800 332-2344. '* \ 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF 1_00.00 SPOT ELLVATION `\� \ PRIVATE UTILITIES SUCH AS GAS, TELEPHONE, POWER, CABLE ' 2 1 TELEVISION, ETC. CONFIRM VAULT LOCATIONS WITH ENGINEER. T.M.MH MANHOLE RIM ELEVATION MRIPPEY ' s38 5. THE CONTRACTOR SHALL KEEP THE ENGINEER AND CONSULTING ENGINEF.I2S �hA-100.00 JURISDICTION INFORMED OF CONSTRUCTION PROGRESS TO l', s FACILITATE SITE OBSERVATIONS AT REQUIRED INTERVALS. 7650 SW Beveland,Suite 100 (E) EXISTING � •-� .' / � �, J ,,C 24-HOUR NOTICE IS REQUIRED. 2 I Tigard,Oregon 972_3 T,, r I Phone:(503)443-_i900 CATCH BASIN j 6. EXISTING CONDITIONS BASED ON TOPOGRAPHIC BOUNDARY -� Fax:4503)4¢3-}7Q0 MANHO _ `<_ /�1 /( AND UTILITY SURVEY PREPARED BY WRG DESIGN DATED 1 (~- ,"'�'' AUGUST 26, 2002. LE 1, 7. FINISH GRADES ARE TO BE BROUGHT TO WITHIN 0.08 FT IN 10 FT OF THE GRADES SHOWN AT SUBGRADE AND TO WITHIN ' 0.03 FT IN 10 FT AT FINISH GRADE. CONTRACTOR TO ALLOW FOR PLACEMENT OF REQUIRED TOPSOIL IN ROUGH GRADING. PROF M • i/J _ - _ - - r /� / - 324 � 8. GRADING ELEVATIONS AS SHOWN ON SITE AND LANDSCAPE ����G I Ng#�f/C� PLANS ARE FINISHED GRADE, WI7ICH INCLUDES SUBGRADE I'OTECTI TOPSOIL, IL,CONTRACTOR AMENDMENTS, SNTS, RESPONSIBLE AND OFF COORDINATE 334-75 +- 338 �------�j - �� GRADING WITH BOTH EXCAVATOR AND LANDSCAPE � 9� CONTRACTOR. r 1 _ / 1 Y 334------- �^ I , - \ 25 0, f '�R� KORO Y _ _ _ ____ -___�.. ...___._- __ -_____________r_•_ _____J a �J - - t i L I EXPIRES: 6 30/05 lop _4 Owner: 332 Pacific N.W . \329 �z 32 : x , ���- ` Properties , / • _ter / ..r ? I _ 0/_ ° 6600 S.W. 105th A r 1 I �- - � I �_r-. -'- 'r I i E--4 X I ' ` \, / ,`\♦� Avenue _ --� _ 4-4 Beaverton, Oregon 97005 332 3 6' \ 4 -. � 1 '_" -�'�c- L-.___ _. �^'-'`.�5 .F-- -a F--� / � � � \` -J 338 ZZ4 .J� y SV' 0 UES -- ------ --- ---- --- - -- r - - --- - -- -_ ,t 318.25 - 1 Project aisle 31s31a/10 Tigard 5 -LI _- _r_ .' L 10.1 0'�- e 1 - _- _ o o;- - v I o Ir _-i..,°•, - .' ., ,1®� _ \ / - ,'. \, (V I A •- -- .. r ' / I i r T - 318.95 318 f -- - 317 . - Tr�angle --- -- �,-- -- --- ------ �" �- --- 316- \ _.. 1 Commons --•-_---------_ -` LQ I \\ • 31$ 3I66/J3,3.as - � 'f ..� , _ __ _ - -1_� i 3G 68th and Dartmouth r' .may..- ' 1 "Tigard, Oregon 313.30 G 314 X1'1 ! 1 % 313.90 TC '` 31� T �\ Z 90 T G 13.75 r _... / �/ \� � � 313.40 G \ ° 314 - Q 318 3 313 31290 14 i - ----__---.__-_ - o _..,......._ . ! 31 ! ` 314 I _ , s 314.10 TC I` ___309 -ad ng / sheetTitle: Itis: I 308 ' • I i YT.7 �f , 1 1 I I _ - � ' -- o o - 1- P l a ri 13.30 G1 314 312 SPECIAL -S- E._G...T_ffl-_V_g R. E( +306 Stato of Oro -ar SinJICtLrai L44� ~ / i__.,_._ _• j\ I0 304 U ,i ` O ConcrrtF a';ri Re l y';•, ir,a �'sel ✓L 1 08. i O r Irl (ird/. !t,: ; i, �� ►,�� 303-- � / 1 lt' . ► d _ _ 310 .99` , i... • t'%<„'11.;r1r1� 1r C1fICi �, , 4T 314.50 -- b q. , ��e:: c. 1 � I - /• - ,,,� . `_ ... ' fir\ _� - � I • , t!r ��' I ` A 1 r I .__.... ' ,,` �� l!/ -+r � ) -�•---: _ i � � , " .... •fr' t. ^ 4 318 -� �/ 1: w. N ....� .j• _ 1 rig M\ � 1 � � v sons: 06-03-05 'y ern-lit Submittal 308 ri ' I �,�Q` �� ` ~ �~ �'� / I 1 _✓r+ / '::s:'' . ;r;' CGncreic FIr 1 \( `\\ /� J , r ... ' _ _ ,� •-1 r y� - .• 1 ` -- ••.. . •. �. •qS - i. // •i'''3Y Al:'DIt)(' ii-If.-I's •- - - • r 2111111 .• r. .• - ir.4..+ . .}. • _ :• �. T T~T - �A, -Diad P iQr$ wd Caissons , - 1 ' O -T- k L 1 •M-. I O 0 O O n. 1 0 0• � - - - "�-• --T 0 I Li S QD Spada! Gradlng, Excavation and Filling 4 I M� t 1+ O 8molce-Control .,yetama ' 45+00 n7 +bf00 %�� 47+00 / 48+00 44+00 50 00 i s00 52+OU ----____-- ----I- - _ -_ -_ -c--------+=_.._-___ _..-�_.....r:.- +--- --- -- -+1=---j----r--- -'---_ +------ - -�----� -------+-T------------ - L----`--- --I-------------+----- ------ &7- ----..-_�--- -- 8 ---+---------�----- Oth*rinspectbns MILDREN DESIGN GROUP, P.C., 2004, ALL RIGHTS RESERVED- -- 5W 687r, AVENUE City c�! T1g�fd COC CU M IESE DRAWINGS ARE THE PROPERTY OF CURB ,/ City ._ - - _ / I -- -• .- -- .. .. .. .. .. .. r f'�(�I7 NOT TO ftEPRODUCED IN ANY CONC CURB DE GN GROUP, P.C. AND ARE ---- ILDRE _ BE USED OR CONC � ��� MANNER, EXCEPT WITH THE PRIOR WRITTEN •Yt ' PP -- --- -- --• � PERMISSION OF-MILDREN DESIGN GROUP, P.C. ,�/'-� --�-- "- -- _- '-`-- ��+�� •!�lOI Date: 27 September 2004 s" I 'rw-qItJ*f^1A 544-f /hf'of Drawn by: Checked by: KA K N!OR1H ,lob Number: 101 100 QRADM �L�1N 1 D ��� ,fit, dni 33I330 sneer f,f: ' fi >P - :.o' I Al R PROJ No. 3118 C2.0 r)an � Design Review - October 2004 Vol F 0 JON . * TII. a C(jl�':ul;l���il���il��i;li� I;iI1 � 11�IIIIIIU�IIII�Iil�Illi�lll�ltll�lil�lllf�l!III111111111IIIII1IIfII111'ijlili Illi�illl lill�llll II 1 Ii� �IIII I Ii�llll IIII�IIII IIII�IIII lltl�llll IIII�IIII IIII�IIII IIII�IIII III � I141111111411111 � � 'I d STRIP i0Milk w .� bb 12 1�3 I� 119 17 18 1�9 2�0 2�1 22 23 2�4 2�5 28 27 28 29 : O c' / { I .t... 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