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Afrli AC;E ELECTRICAL PANA:L G d' STF?dP F1?'Tt.6W— 2-F32'•TE• LN'1F'45 WIT'N ELEG t3A1.LA8T wf "","IAL FRPW% : AECEP°TAC.Le E C.ONTRC)L PANEL GE 4' 67RP RYriM 2-F3,-TO J..A?wM UTia EM 113ALLAA-T a � f�vlcw 15Y C'%k*R �t 1, v 'e9 1~I.EC'TRIC...AI. L�G�14l11MpNT OCG9`iC�Ri ,16<idC'TIC71V �'x t;. ��'aC�NCa1,11 T gN 1 X 4 Pi1M�°At,E u�tAF'' Fl XTS,lFE. 2-F32-Tb L W1'?'+� .� MA(VTic OrA fsq 1.il3CT' 41C BALLAST r P e ). tt �.A�'n" AlidlT�1 UJ�a. WINE. Cx J f�;.A`i t,.IG6fT' FIYT . rsROvIDE�:7 BY t7tLI,ER. 4 d ••••••� PLi.GA1 7 WF. 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CtM PAW 1 2 _ 2 PUAQTNOW 1200 20/• 213 24 • 1153Y • 1 1 TRACK LTG. 900 2011 23 24 20/1 900 7W4( LM � 1 1 _._. TRACK LTG, 4y) 20/1 23 24 20/1 900 TRACK LTG 1 A i1LQLJ0 7 - 1100 M20/1 24 20 SO/1 300 4'41091 STAM 2 2 _2 PLOcksow IA00 !0/l 25 26 20/2 1614 pPfN STM M. 1 e TRACK LTO- `900 20/1 V% • 26 10/1 4 900 -TILACY, LTQ 1 1 TRACK LTO 9011 7.0/1 25 • 2e 20/1 4 900 TRACK LTG 7"S 2 MAVWW 7 SO 2'0/1 27 26 20/1 1600 1tA110iTN _ 2 2 PIAMOOLD� UNO 20/t 97 • .IE • 1612 _ _.._• 1 1 TRACK LTO. 900 20/1 27 26 20/i 900 RACK LTO �t 1 _ TRACK LTO 900 20/t 27 28 .J/1 900 TRACK LTG �- I . 2 0►011T7 a 600 ,o 2V 30 20 1 1600 -laDtn^Mtwtilrlr t 7 M�IOM(XT+ two 20/1 29 30 , f _ _ _/_ ! _ 20/25 01'TC?1 97011E LT1r 1- 1 TRACK LTG, 1100 20/1--- M 90 1111/1 000 TRACK LTO. S T 1 TRACK LTG _-- 900 20/1 2f 30 20/1 900 TRACK 1T0� 1 - � j 2 1M,ATMAW 0-- _900 20/1 31 • V 20/1 11100 - IMM 'MSIDOM 2 2 w t y 1 31 32 • 1 • 1 � __ - / �i PLAN010L,0 620 20! • J03 1 TRACK 1111 9n0 x4 1 .11• 32 20/t 600 !� TRACK LTC. 1 1 TRACK LTG 900 20/1 31 • 32 -2011 900 �-- MACK L11f1 1 I a 7hR'11K r 1�N ISOD 301 v 33 34 20/1 MOO NM WOO M 2 r t PLI,'IRWIp 1s.1p 2211 - 13 • 34 20/'1 um OPFM + �1 SH M W011 1tl 1606 20/1 33 ° 34 20/1 1500 SHOW NIMDOMI 2 i TRACK LTO 900 20/1 33 34 20/1 900- TRAM LTG t ~low 20/1 36 • 30 21T/1 1600 * M Mew 1 2 _ �k9n.-COT" - 720 20/1 35 ° 3e 20/1 � 1fNIr0 3 1101M am" 1600 20/1 35 • 36 20/1 1900 _ SHOW INVO W 2 _ 1 _TRACK LTO- - -900 20 1 3b J6 20!1 90 0 14 ! 0 TRACOc LTO 1 A ~1G10Y p911)OM1 low 20/1 37 • 3e 20/1 Iwo 9110LP N9KDOM� _ 2 2 RC:Ott TW Mc. 720 20/1 37 ^ 36 � 10/1 WON 2 SNOW WNWW low 20/1 37 38 20/1 1600 SNOW WNDOW 2� 1 TRACK LTC 90U 20/1 ri 38 20/1 900 TRACK LTG t } .. ____�•A y. 20/1 39 ° 40 20/1 110- LXtlL" W.C. 2 _ vwtl.__ 20/1 }0 • 4G _ SPACE SPAN _ 2n 1 39 44) 20 1 -� SPARE 1 -- � 39 40 -.._.._._....�...____.___. _..__..._. ! / Twr,-K LTo e7� to/1 20/1 SPARE 1 SPARE 2Tt/1 if • 42 Lx1/t WAIEfE V%W 20/1 41 42 v1ACE SPAXF 20/1 41 42 20/1 !PARE 1 - T111tICK lTG e7b 20/t ♦! 42 20/1 !PAN[ .. .:..... _ ._ 111611 J LtiJ 2�• 1'1t.� fl.1r MOLA i IM= awl" 1AaA1R_f.MAW WL A 171.6 a" T'QUL-Lw LUM am-I" UARAVOL-M 2'2l...A M.1 n" TPU LTJ L"m QW-l" W&-Q=.(YA) a" lll.ld ffi..G ZVALLSW ZAM L`4m LOLB ¢m 1. .IgPTT'S 0 0 0 0 129 0 1 1K7qTS. 7,142 3,99b 6.6" 19,f1?8 1.25 •24,177)1' I LOWS Sa,e00 9,OW 9,000 2a,500 125 36.w) 1 LJOKM 12.450 11,173 11.025 34650 125 43.316 t5 2 pYC11'1Ai3.E' 11+,9'(1 1,,620 11,660 34,400 • 23,200 2 RECEPTACLE, ,1,340 10,624 L,'/2? 31,450 2[:,940 2 11 rtMACLf 3,200 3.200 .9,200 9.500 • 9,000 FlErIPIAGL7. 0 0 0 0 ' 0 3 HLAlMi 0 G 0 G1.00 0 1 HEATIMO: G 0 0 U 100 0 ' HLATOM. 0 0 4 0 1,00 0 3 HEATING' 0 0 0 0 100 C M t 4 MIMI ' 0 U 0 ,00 1 0 4 KIl•MM 0 0 0 Ix V 4 MOWN' G 0 0 0 100 0 4 K1 D"- 0 0 0 0 100 F 1 • V 5 EOLMI OK-1' r. 0 0 0 1.00 0 5, 110l1tPMtEWT. 1,"At 1,004 R 3.326 1w 3,328 3 ECJL) MENt 0 0 0 0 1.00 0 S EOL44iV4T 0 0 0 u 100 0 17 4 1r10'FOR14' {t 0 0 0 •• 0 6 1101118&: t, C C 0 °Y 0 0 wGro 5 0 G 0 0 •• 0 A 4010115 0 4 0 0 •• - 0 • c 1iE9C 0 0 0 O 1.Oo 0 Ate3C. 0 s., 0 0 1 00 0 7 k99C, 0 0 0 0 1 00 0 7 AA1Sc 0 0 0 0 1.00 T+7m (r4)' lira u.1611L1 11510 ALM 2A.M TMA7, (VA:' x.15.1 111111 1"3.MICe ;Li$M4 � laiw 1 rALL. (VA) 1AXA UAW 12.IKiQ M-400 ! � TO'T'AL (VA) 2 11+215 17.021 .1L/�IO 12..11.1 � �!2 .__._ ......»._... ....__......r...._......�.�,. Y...._ ,. I t� 1 i fI1�! Om fT VA Tt7tIL VMD 101 ?, Cam iTplA71U 1541 A E.AR(AYRT 1P7'ft7R U VA� TOTAL LA`Ab 152 A. cell! DOMWO 136 A L.ALIOL9MT' 111DMR. 0 VAi TOTAL i"). 107 A CORY GD1AW 127 A I�17,KXW WM7'7A ;) VA TWAL LiOAD: 96 A OM DMLAW 120 A w A UNIM _..... �..�....,._ Kit?. N t w[)TE3+: .40TES marcs: MOT'S ' R • FVW 10 Ki16i + 90% CO Tilt Fki.AW � 1 YHOW LUCA • FIRST 10 KW + •SCT% (X 114E 9MArW7 • FNt'S7 10 K'VA t 50% Or THE BAL4Wf 1. YNft LLK& • FiRS` 10 KVA + SA Cx THE BALANCt � : r ! __« ._._ ._ L�. ._ _ __� ,I�r _,ARrT ►rOrr)R + Trig LMUAIF __.�. _. _._ _._. `" +zaa aF r1fL LAsnEST IaorDR THE.l? _ _ ._._____ ___J �. • ,z5x ,F rNE_LARGEST IAUTr1 n4l 6r,LLA►«.t _ _. v s c Il) LOAD SUMMMY 111100 F ZE TAKE it At11Li0CIkII!'l, W X13 .1'IWL 2F 'OCE AI ASSCX#AW;, IHC xwxfmbi LWTYPE MAL CE alSk:A;F SURFAP L7•T NEAi11iU�1�RC► 11 Ml7T0% I . 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Laq►A1'!r 11.11216 12,16119 10.416 94.6'16 t.2rb 42.610 t. '70111'5: "2 1.044 926 :1,05 , 25 4k010 0 0 0 a • 0 3. L91PCf7°T71i;1 J4fi90 1'$" 2.1175 7450 • 7,442 �? A' a xf. a. mak" 2,00 I.Sm i,C9Atal ,879 1,�l0 5- ,.+Dn c, Ik 1 4. )Oftk 0 0 0 0 1,170 IT 4. OQYIt;FR'271: a d 0 0 1.00 0 - t�►. 661dPIME.IfT: O O 0 q 1.110 1 0 4 W014(¢111, 0 A A 0 •" FJ 0. L1pRKp1R1 071,1118 33,71 34„015 99,609 � t17R,07i9 z uj 1 0 0 0 0 101 0 YL q 0 0 0 100 c! 7 • ! AAM JAAW 1"11 �at.:f�i 1A r*.3� Baa JAAW MUM J,Lwd rt "Oft 919 4 1w OWAM f is A 747"1+A LOM1: 324 A Om3" A � ti # 1 � > c*` v t/ /[►��/]��J\may [ I Ry 4r _ f4l••I•I•••!Illi ammougm ,eslww••.w.lwwrw{ ` + '; ,,,! 11} ��(� ♦(� �,,yy �yy .mow y�,�- yy ' �.y� « 1�,.. a 4 �,$�,TT • +TTl:i PY '!!.'CRY �1 iPR� <..T w WLr' M • 1't�A1 10 4" 4 f0 �V M "... f Drowing N t a + , ( „f 1 t bolve -lode waiw low r .,..le,.:.'.:exytFfiM.'. 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I w � ...�■ ...�. .�... �.�. .�.,. .� �.. .�.,,• h1I�P� I ' I / fin C y 1 CO - 04, - - r) r, DF 6 1 I — DS _ — 3 z c, I r�TrP- 1 w LL \ Q Ci r) - \� 1 I I M .n wn u 1 V) 2 l`J f 1 I'b O P J < 0 3/-C6�)- "V-1 2 n 3 Ln _ - _ Jz CL_ Lj p 1 1'- 1/4" R 0 _0 '' a 14—'- 10" 17_A 1/4" —_ _ 29' -7 1/4' 2 Z24'-- t3 `Fry' 1' 3 .3/4' 47 . :;:..:,.�.- - - -------- -___-- _ __ 25-6 — _ -_ 2 ��g� �_. _.—_.._ _.._ 25'-6" 25'-6" k l ,` �P ig. 1/ 152'-4 3/4' 44;1, \s� — 2" 2 - — — 32'- 7. 7'- 24'-9' -�-.% —2 _ — _ _ — 211 — — — _ 4 0 u 4a 4i C C.1 D Ir LEGEND ..._ .. KEYNOTES ,, , NORTH i FLOOR FLAN •� t t 1 ROOM NUMBER 1 TILT-UP CONCRETE PANEL-SEE STR y+ DOOR NUMBER -___-- 14'a�Y,a�;` "a: I ,, 1LN�1`? RELITE NUMBER ' \ ...4 WOOD .,TUGS AT 16` O.C. CA�) WINDOW NOPABER ` > 3 2x6 WOOD STUDS AT 16" 0 C. 1 i C, 100.00 SPOT FLEVATION 1 �\� �• '' e✓M 4 2><8 WOOD STUDS Al 16" 0 C. 1 1 i � �_ \ / + HB+— HOSE 818 ! 5 LINE OF I ' �' �'� I '",dot' s ►:�-• FD U — FLOOR DRAIN (� CANOPY A(iovE FIXTURE SCHEDULE 1 _;:2 __.__ TRENCH DRAIN WASTE VENT HW CW DF,SCRIPTION " t ,1 �• ,i I ' +,,�� I- r �� 3 5/8" METAL STUDS 0 24` O.0 _ I� ra, •` �,..",� '• ," 1 _•_,) { � DF DRINKING FnUNTAIN-1, MIN.,ADrA ACCESSIBLE W/ R-13 BAIT INSULATION � , 4 I WC-1 WATER CLOSET 3" 2 1" LUSH VALVE C I I M� �� 1- EXIT SIGN O PIPE: 80LLA,RD-SEE CNIL L 1 LAVATORY r • �j •�• yL �` _ 2" 1 1/2" 1J2" 1/2" WALL HUNG • L EXIT LIGHT WH-1 WATER HEATER 3/4" 3/4" r HB-1 HOSE BIBS � � � T.S. 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UNIT-�4r MODEL tf CFM STATIC PRESSURE VOLTAGE ACCESSORIES '_ ---- - - ' -- _ ----------- INCHES _ _ UNIT CURB 6' X 3/8' LAG BOLTS W/WASIiER CORNERS C �F- 1 oleo 2 PARTIAL ND FLOOR PLAN -- HO .15 115 � 7 225 MIJOE 2 QT 80 _ SU 15 `- -- --- 115 _ - 2-- 2" Yr 4` WUDD LL�iELLR a� >< 6- LAG 1 /8" - t -. p" I , r 1 .. ACCESSORIES (1) DISCONNECT SWfTCH; (2) G{� JITY BACK DRAFT DAMPER: (3) FACTORY ROOF CURB 1, nG4�P, f,' N 11 � Castillo 3A IL V r•.T.1 ' ` r f.�hw' JOE RTU-ia MODEL # -- TONNAGE HEATING COOLING S_U - LY OUTSIDE AIR VOLTAGE OPR WEIGHT ACC. "T" " r'"T - - ' - - - - - - _ " t,..�,� na �t ly - _.. ..__ .__._._._ ,�Ff CAP (BTU'S) CAP (BTU'S CFM _ CFM - - -- -- ---- — ��K<t: i- + .kct rf+,;.►t .�r'v,r,w PR A 1 cJ rN r-!gs prepored by HVAC INC rF _ ,. '� ""•"'`. ""-""'4 "". v,►� �� exclusive prcpe,. ty of HVAC INC _ ) VOLT (LBS) 0 0,, },;�... er D'-R.;p it, Tog rIt'7lrTIAN"/ rr r�• \51 �y1,<.: tirfin o f the P i 1 JOE r. _RTU" 1 _48TJD OQ8 _ 7.�i - �"_ -- •Mt "w,: �rrnt+.t^-E ►ter*•n p,• �� 3Pae t Q 'C�, atllP�S Cltl'lel'W15e �JC�rPPd Il'I wt'Itlnta, — —__—_.--- _ 125.000 89,Q00 3,000 200 208/313 870 1,2,3,4 F�,-, rr, - 1w�cM+rRt ,,,..•. .�.,' I+wl 1st E; ,'HC INC+shall be, dfernFd the ol.ath�r of t►lerl N/A RTU- 3 48TJD 012 - ____-- _ __ _ ---_----- ,+r„t,,r•, u,tr:lstr:l�t:� +� ur M Drtt _.—._ 10 180.000 118,90Q 4,000 200 208!30 1,035 1,2,3,4 ,.tom .1►, .µ1'elPe;t mo T,t,+i«7 .t. �. �- 1 ��"� �� and Shol► retoin all cor'~r�on law, Statutory RTU- 3 48TJD 016 - _- _____ _ — �..., ..it n c:,r,,.*Y� a Ne r.I .Krill 15 232,500 188,000 6,000 200 208/30 1,650 1,2 3,4 w+ •,i ��',r '�':•r 4"Irwr ►.w oft:.rr, OREGON Ir RTU -48TJC 02Q ��- -` -" k' v 200 `. HVAt", T1 '^� •""""''T" ..�'" 1 �/ at�d GtF�er reServPd rights, in oddition to __ 18 278,75Q 198,?.00 7,200 2.08/30 2,150 1,2,3,4 � ! �, „ - 1.` _ ._-b<,n *. ,ACCESSORIES 1 ECONOMIZER' 2 _ . `�E� mow % tl�F copyright, Any use thereof witl'lo��t t�IP e>,n� 614 SE SHERMAN C.ONI:1-k ""' " "="„"•"t' ".�'" w, itt-7-n consent of HVAC INC is prohibited, M 1 1 ( ) ( ) FACTORY ROOF CURB; (3) POWER EXHAUST; (4) SMOKE DETECTORS: (5) OSA HOOD {u, „APM, QR-r G(X4 9721�t - N�1��-«. ”` .•,,yyr,tvtf s ---- -- FILE: 2257 EDIT: 07-28-96 O 10.32 8Y JAC PLOT: ..t'+�i+MiM}EtwOAtlYlcr,9T•ln:. ,...... ,, _.:..,,_.,; .e.,:..,a-_,r.5,p,1,..,. ..-.. fiti :":L - - _— _ .._.:- - _. __ _ _ _ _ - ...._.._.._._ - ....._._.. _ _. ._... ...-.. .......«.«...,•......w-..,..... _. n�,•..,. .a-�' ,:vit.�,ro, ..... ...... .. ..... ..,•-.ar .....-._.._.W •'++,r..._- .;«-.+:;<R.41WrM•],rt! , .. .'..!qr :.G.r..: ,-: . 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GAS GAS - !,;, �y' - --- I,e�� ia� A • 1-1 4'0 - 34"Xt 6 � O --26'X16' / /4'0 ,AS GA GA' —j 3/4'0 3 _._ ., - -�R - PTU--4 RTJ-2 RTU- 1 1 0 I 0 X8 w_-72SG-1 420_ TYP. 15 30"0 30"X24' W `1�'o 12'0 1g'0 20'0 2200 24'0 20'0 18'0 -1401 �. 1J 1 : 6:0 UP �/ J TO 2ND FLOOR \ E'O UP TO ROOF I Q 6"0 I I 6.0 EF-1 EF'-2 Lci n -14 0 I I I 12'0 I I I t hvAr ROOFTOP UNIT CURB DETAIL T DN TO FIRST FLOOR 5 E r _ 'IPTLAND, CSR 7 �~ ( RST " (•—0ORP LAN ( #10 GAt X 1' PLATED SCREW a'M ` FAX!, f 502'� c _ 4 - , PH�NE1, 50�'I c': ��c _ VIBRATION PAD -`�16 GA, X V GALV STRAP 4 CORNERS � ---- - ------- N C_) R T f-� __ ._____ _ _._ I ► I ' I�vA(: r`t_oorz PLAN _#10 GA, X 1--1/4 PLATED SCREW __�__ ._ - ___ • ---.._. .-- _ __-- _. ._ _ ---- - _ _G---__ T.=. _. �- - -- �_—_ .-_-_ _� AND SCHEDULE UNIT-# MODEL # CFM STATIC PRESSURE VOLTAGE ACCESSORIES — a INCHES UNIT CURB 6' X 3/6"_ LAG BOLTS WIWASHER 4 CORNERS 2257 07/27/98 PARTIAL 2ND - FLOOR PLAN as EF- 1 QT 80 RO 15 115 2 • X R / 1 I 1 ��',"= 1 ' -C1 a' 2257MIJOE EF- 2 QT 80 80 .15 115 2 4 WOOD LEVELER --- y -- 2 ,� - _ _ NORTH r•'• F, � .r Cnstllto ACCESSORIES (1) DISCONNECT SWITCH; (2) GRAVITY BACK DRAFT DAMPER; (3) FACTORY ROC)F C _IRB !_ ---_`--- —_—_ , v tulnt+tu►1 - ^.1'rr.•,Ir 1`✓' -' - - ---. r 3Ax v' � JOE,r 1: U- _ - _ TONNAGE HEATING COOLING SUPPLY OUTSIDE AIR VOLTAGE OPR WEIGHT ACC_ aerk ..w tww" t• --t" Y "' `�' REO PROF A!I drowir►gs pr epcircd Iiv HVAC INC I JOE RTU-# MODEL # _ CAP /BTU'S GAP BTU'S CFM CFM nrMtw. L �a •ktr kt►H rt w,t•"r/r.'.• ( � VOLT (LBS) vt'•s� o+ t+« r.w�r� rt*?r._>•�� • �•�rr. �1� sl tL fJf� pre the eXCIuSIVe �!raFle'I- ty OF HVAC INC -- ' _ ____ .— _ }•;rte r 6!! Tel T[ rRT)►tTY M ► !Y . \ is c'r U RTU- 1 48TJD 008 7.5 125.000 -89,000 3,000 200 ^—'— r `a 3 4 .1►.M► .•n �rrtJ►�•.►ni-e scKt►• • '• '� ease s ond, un, otherwise agreed in writing, 208!30 870 1, st•,vnrcaLf rro,,. rarxt•" PPO-91 r•wl w �� — _ _ _ _ _ _ HVAC INC shoe( be deemed the author n{ t.ilerl RTU- 2 48TJD 012 1U 180. 00 118,9Q0 4,000 2!l0 T.,.' n►w.►+t: • ►+' n't N/I�► •.nnr't+M � e+•nrr►.•:► u•,.1 r�r:•+,e:t .t► u• Clrld Si,atl retain all CC?f1rr10r1 low, StUtUtOI' 1,2,3,4 ..n• r•,s CtwY..V�.r�l' (Y •t 'V.t r1?, - _Y 4 -- 208/30 1 035 — w+ r. ai �.,Ir,• r.,wt Jin rw► N ,H..,t,� VRFf3 ON` 41RTU- _48TJD 016 15 232.500 188,000 6,400 200 1 ,2,3,4 and other reserved rights, irl addition to _ 208/30 1,650 j •►vr•MF►t�• •.rr - - INCII F'< ► the copyright. An use ttlereof without the expr 1 • RTU- 4 48TJD 020 18 278,750 198,200 7,200 200 208/30 2,150 1,2,3,4 � � I ` `k•-'• •. �`' —wt� — f� �,. Y 8115 %1- SHERMAN �, .��J 1 F-F written consent oINCIS prohibited, M1 i ACCESSORIES 1 ECONOMiZER; 2 FACTORY ROOF CURB; 3 POWER EXHAUST: (4 SI,AOKE DETECTORS; 5) OSA HOOD Fc .111-AtlQ C?WGCX4 9P. ^• •". �`�� K•r� fr,rt O O O ) ( `' ► + f 7214 r1 I +a � IIIC !,I11I f �" �'� '�I "'Mil TZOIBIIY ggjp IIIiIIli lir II1III! 02 22m.l " 4 25 �8 I8 2.;l.l' 9 t 3UOm22 i, k � 'r 1 r OI 1 • HON I P 1O . - • f� 11 I r Z4"l I x x N` K .• ... ... .,.,,.y -. .. ... .. _. .,. ,,. '.. ." til - .'.._•._.-. ..vw f1. ..a Biu aG. ki;Ad..Y e.Ji/AWhi' ^^ri.. SIS{ + " . .. - .. :. .. ... .: .-_ - :.,..r i 4a.w, f ... k.d r.n . r r 'JgAL. -. F�; � , .. .' .. •. ... .. ... ... .. w .- c .._ ._.,-...w„«w..,... .. .., x:,f._..W f...S,..w i _.a. . r,. .t rM ,.,,1,,. .w,•.vw. Jr,b.LaM',tMLL',y11 r+.iGt Y!F. KNi MfRt ... ... r . , .. -.. ... . .._ .. -._ ... ,. ., rw•i '... '.'::.:r _.: is♦ .. ... :.. 1dd• IY ' owl," ti Ap 4 #7F S. of , ISS. r T �r Ff 0 +6 IN N W H .0 � Noo nQNn SITEViORK ( 4000 I ` ry N to Q00 n n 0�. TIGARD , OREGON nIr 0.W4 DOLAN & .L.C. CO.,� OWNER 4 1919 N.W. 19TH AVE. PORTLAND, OR 97209- 1735 TELEPHONE: 503--225--9009 FAX: 503-221 - 1962 GRIGSBY CONSTRUCTION ; CONTRACTOR 4 8114 S.W. NIMBUS BEAVERTON, OR 97008 TELEPHONE: 503-641 --7343 FAX: 503-643-- 7916 �� COMMERCIAL INDUSTRIAL DESIGNARCHITECTURE, P.C. ARCHITECT 5200 SW MACADAM AVE., SUITE 420 PORTLAND, OREGON 97219 0 TELEPHONE: 503-226- 1285 FAX: 503 --226- 1670 f— W CIDA, INC. ENGINEER cl �. 5200 'W A V) _ S MACADAM AVE., SUITE 42Q PORTLAND, OREGON 97219 � 7- TELEPHONE: 503-226-- 1285 � Q FAX. 503-- 226-- 1670 W o z LEGAL DESCRIPITION BUILDING CODE INFORMATION — _ _. ..� 0� I Jt• l ,.vJ In W ' O \` m TAX LOT: 700 ' STATE Of ORLON 1990 LDITION "STRUCTURAL SPECIALITY CODE", BASED m ON UNIFORM BUILDING CODE UBC 1998 EDIT ION i I (URC) N TA - � � w f I o J TAX MAP. 21- 2-AC v c I =19 .� SEISMIC [ONE 28 (1991 CLASSIFICATION) j' -' �, {,, - 0 PHASE i � DI�tN(�: .c f� N # I I I Ti ^w, 0 �� i ZONING CODE INFORMATION OCCUPANCY CLASSIFICATION: B-2 (RETAIL, BUI�Ci MERCHANDISE) sw( ( � . n t.,J Ln v, W N I CONSTRUCTION TYPE: 111-N 00 1 At SW Jt�ELA (n f i + Q x PLANNING DISTRICT C9D (CENTRAL BUSINESS DISTRICT) S1<v UW !ii ILII c - 2 a cr. i s a BASIC ALLOWABLE AREA (PER TABLE 5-.C): 12,000 Sf g I a I t -j SITE AREA: 1.69 ACRES (73,645 SF) INCREASED ALLOWABLE AREA (506.A.1: SEPARATION TWO SIDES) = 18,000 SF _ $ ►.� w w PROPOSED AREA: 17,000 ,",Lf R _ -,, „�, � .,4 ( �.si (�. ca o a p BUILDING FOOTPRINTS: F._kl;.�Z9N)� ', ... . _._... Hr CL a AL DRAWN BY SC W N o PHASE I: 17,000 SIF 7,213 SF TOTAL !`� p tin H Jt Z , CHuci< .b ay: LW F ��.. ' f'hIASE�I: 5.97QE k Lit � LJ � I,,J IS �•� TOTAL: 22,970 SF ALLOWABLE HEIGHT: 2 STORIES, 55' tx ( ~ PROPOSED HEIGHT: 33'-ii" F '� (�Q Sit V' /- 1.� � .- N .n vi W ' V o v •- V r� c� PAVED AREA (INCLUDING SIDEWALKS, ETC.): 0.85 ACRES (36,825 SF)cx P °� ci CTre.G ��C� r ., Ln in in w I Q Q a < a Q a a SITE COVERAGE: BUILDINGS 0% INS 99W rn a A � I PAVEMENT: 5076 OCCUPANCY CLASSIFICATION: B-2 (RETAIL, OFFICE) � , LANDSCAPE: 19" (15%. MINIMUM, REQUIRED) CONSTRUCTION TYPE: V-N L lS ' I .zoo-.,�snc �III�aar �r • w • • � � i i � � • - � • `•S� � �'� . r � G ;�•gyp �' �"' ti PARKING SPACES REQUIRED: BASIC ALLOWABLE AREA PER TABLE 5-C AND 505.8 : 16,000 SF S I �.- .+,.r, w 0 • • w - PHASE I RETAIL (1/1000 SF = 17,000 SF / 1,000 SF): 17 INCREASED ALLOWABLE AREA (506.A.1: SEPARATION TWO SIDES) 24,000 Sf `'" t� �y� u -- - PHASE ii RETAIL_ (1/400 SF s 5,800 SF / 400 SF): 15 r �, , M X50 SF� 2S PROPOSED AREA: IN 4b ' f ISSUED DATE -- ------- - ' TOTAL: 55 FIRST FLOOR RETAIL: 5,800 SF BLDG. PMT.: 07. 09 8 SECON�ISZ4R_S?_FE�E:__Z�7� E / /9 / HANDICAPPED PARKING SPACES REQUIRED: 4 TOTAL: 13,500 SF PERMIT 03/06/98 Ai PARKING SPACES PROVIDED: ALLOWABLE HEIGHT: 2 STORIES, 40' tllf�lq'1iF4 PROPOSED HEIGHT: 37'--4" �/ICIIdITY MAF -� STANDARD 9' X 18' 54 -- - — t, - _ HANDICAPPED 9' X 18.5' 4 T1 NO SCALL ,y TOTAL: 80 BICYCLE PARKING SPACES REQUIRED: 1/15 VEHICLE SPACES = 5 :9=RC1 :A9 - - BICYCLE PARKING SPACES PROVIDED: 5 -_---- --_ ____ M - _ :sse�ppi(qof' -t . y--7TT SZ`, I I>�RA�WING 1ITLt. �7`'� 'ON J.Ir+aid L! !r la 14d ,i1JM @yl Nub 10� _� r..........................,....,.., . Pow Tl ` iMa u M,� ��>s• � JOR rao: 9712�J.0� r , ., +1Mt I,Lr(}IBILITY STRIP l fl10 I I I III II iluU1�ili !u1iul�►i1! !In�i!uI!i!II!Ii I!ui�lii Iulilin!Ili�i ni!liillllll Ii�lu!It 1 Ii! i i nl(iinl!nl ll�i!nluuluiilllil !Iilllni n!illlli niill!II iii uIl i!IIIII�! iilllll !!!ilI!u' 4 7 s to 1 1 12 i3 In If9 I't 18 I 21 22 23 2�4 2.I8 2I �7 wrb I O mm"I cm 9 2 28 29 30 y W :, I 1 1 pl •`� 117N1 a 108 y ,' � 4�1 , , . ,, • '.� ,,y,, 'I A� _�i.�.� � � 1�1��1��d�,l.!,l. �.1�.1,1,��.1 .�1.�,.(.r, ,°� i. r 1 , .1 rIE I ry't 4x r� i6 }�-� i,f• ^ f-.• - t ��v t fr �r 't . ► r ^i - ti oil 11 m lillill'oli r :,..... ,..-. ».. ., - 1 I 1 .. S. W. MAIN STREET N 5104'28' E 473.QA' i } w r r N 40.75 .:_ 10U' w 2E.63 30 8' 120' I/1 9 -- -- -- 'Q 30' 41, 30' 30, -_ _- 30' 30' 30' Q n r ? 11 E PH(I)NE i _ �_�__ ,.. 26 o u N ID LALLk*NT -- - - - - _ _ -----'- -- ---- - - ----_ IYP (c _. .� - - - . „ Tj� _ ci s\ e• • - • 4 • �' v •� } .•r E ---- - ��d I�/ 't . .•1-- �.-.�..� � �.,�r Q�TT?� �a.p�.7'~--^i� � N �� _ •' SIGN EIY • . ,• � 1 ., . ,•� r 1 �+ 1 UF a fi "' ` r�✓ d„ OWNER -- -- - l t (V 0 w 4 [l Q t 4 l 7 19 t Z is 9 BE RELOCATED 1� -C-6� {•MI'' ,/ �►, WOODEN BENCH TO � RETA)L BUILDING u \ I 1 $ �I �, C%4) PHASE 2 \ 5800 SI © FIRST FLOOR m \ ao ;. - 'v t ?3 I , •'l ' a �, 1 ;• FF= 152.4 1 12 4 1 A-BOY BUILDING _' 1a I }-1:' ._ • •,. � *�! - 1+ PHASt 1 r� r 66 y 16,995 SF �� :. : - e F F - 152.50 S• '' �� _�._'• t 6• 25•a" "�'9' 9 8 g' 9 9' 1 4.38' 24' 15 :;\\11 �1 tt • �J 4 Cil" I 24. 1 'o, 030 -- 24 CO �3' `� g22'�' f W. i 1 M 1 r�i 14 1 cv 1" t co - u ( 12 w 86.92 �...� 49�26� ei► / / �' w L_ LLj rn yt "S D�12 'D < C11 q w BICYCLE PATH T_ dI , ` (n EASEMENT 1 ' OD Q II 1 LLQ S ► '� �• a - ``- � - h/ �'• �y „ / \ V) AD 01 / o. C7 ii 1 (-L � r r GREENWAY -•� \`N �22 / -,,.. ,p\ o., 2 1 � z EASEMENT 24 C4 23 tO co T -Y. 12 /n 1 1 V) 3.,2, r'• I 01 Ln/ 7 SPACES 0 9. - 63 S '� ,. ` -- 9' 4< r" N "-------_.---__ 9 SPACES 0 g, 9CAL.IE 1i' a -_y -iIC� •-i[ .�, 89.5 (;PAWN Ely [A I "'� CHECKED BY- KJK PROF _ _ , DESCIRPTION OF PMASM KEYNOTESLEGEND ,fr ' 1 EXTRUDED CONCRETE CURB. SFE DETAIL 1 SD5. K OROcJ THESE CONSTRLICTK)N DRAWINGS ARE 1OR PHASE ONE AND PHASE TWO WORK. � 4 / 10 CONSTRUCT WHEELCHAIR RAMP. SEE GETAII 7/SD5. 21. PROTECT EXISTING CATCH BASIN. REFER TO PUBLIC � Ip HANDICAP PARKING ;1A11 C c,c)MPACI PARKING `>TAII EXPIRES: 6 30 99 t d SEPERATE PE RIIIITS FOR EACH EiUILLIikG WILL BE 08TAINED. 2 GENERAL. LIMIT OF PHASE ONE WORK. IMPROVFMENTS PLAN.11. BICYCLE PARKING - CONCRETE PAD WITH "CYCLOOPS" RACK ISSUEo DATE ( ) MANHOLE LIGHT POLE PHASF ONE CONSISTS OF EIEM OLISHING THE WEST WING OF THE EXISTING BUILDING, 7 SPACES (TOTAL REQUIRED FOR PHASE ONE AND TWO) 22. 11N0-HEAD LIGHT FIXTURE ON 25' PALE (PHASE ONE) 0 PERMIT SFT: !;. 3. CONSTRUCT CITY OF TIGARD COMMERCIAL DRIVt:WAY. SAWCUt MINIMUM OF 2' FROM SEE DETAIL 8/506, F� CONSTRUCTION Of 114E WESTERN BIJIi.(XNG. ",ITE UTTLE(IES, GRADING, PAVING, AND A FACE OF CURB. REPLACE ASPHALT AND BASE ROCK TO MATCH EXISTING SECTION. 23. ONE-HEAD LIGHT FIXTURE ON 25' POLE (PHASE TWO) FIRE HYDRANT BACKFLOW PREVE:NTEk 1/9/98 PARKING !,OT IN THE SOUTHEAST PORTION Or THE SITE, ADJACENT TO BURN14AM ROAD. SEE DETAIL 4/SD5 FOR COMMERCIAL DRIVEWAY AND 3/SD5 FOR PAVEMENT DIG OUT 12. AUTOMOBILE PAVING AREA. SEE SPECIFICATIONS FOR SECTION. 5/3/98 ® CATCH BASIN �.� REVISED: 3/9/98 AND REPAIR. REFER TO PUBLIC IMPROVEMENTS PWM. ?.4 TRUCK PAVING AREA. SEE SPECIFICATIONS FOR SECTION. PHASE PNC) CONSISTS OF UEMOLtSHiNG THE REMANIIDCR OF THE EXlSTLNG E)UILDING, n REVISED: .3/?5/98 13, EXISTING LIGHT POLE TO BE REMOVED. CQ. CLEAN OUT , CONSTROOK)N OF THE EASTERN RUILDING, AND COMPLETION OF THE GRADING, AM) PAVING Of 114E PARIOW, AREA. SITE UTILITIES, 4. EXISTING BUILDING ID BE DEMOLISHED DURING PHASE ONE WORK. 25. LOADING AREA WITH SIGN. SEE DETAIL O/SDS. ?' " 14 EXISTING CONCRETE PAD TO BE REMOVED.NOTES 5. EXISTING: BUIL-DING TO BE DEMOLISHED DURING PHASE TWO WORK V DRIVE IN DOOR 26. INSTALL 4'X4' TREE WELL.. SEE DETAIL 1/;D6 ' F -' 6. CONSTRLX'T CURB AND SIDFWAL-K. SEE DETAIL 2/SD5. 15. EXISTING FENCE. TO BE REMOVED. 27. PEDESTRIAN CROSSWALK. DSC DOWNSPOUT DRAWING TITLE;16. EXISTING SIGN TO KREMOVED. WA1E P MF i E k i11F PIAN i; CO>uTFiACTC>!7 SIiALL VEMFY AND CONFIRM EXIISTING C1,WOTION5 7. REMOVE EXISTING DRIVEWAY. SAW CUT MINIMUM OF 2* i-ROM FACE_ OF CURB 28. iQ' X iG' TRASH ENCLOSURE. SEE DETAIL 11/SD5. r SH()WN OR It(KIED ON DRAWINGS PRIOR TO START OF CONSTRUCT STANDARD CITY OF TIGARD CURB AND SIDEWALK WITH STREET TREE WELLS. 17. EXISTING GAS METER TO BE RELOCATED. SEE UTILITY PUN. SHEET SO.Z. f CONSTRUCTION NOTIFY ENGINEER OF ANY DMSCREPANCaES. ® TREE WEI.I. SEE OCTAN_ 3/SD5 FOR PAVEMENT DIG OUT AND REPAIR, 7/SD6 FOR TREE WELL. 29. INSTALL BOLTARD. SEE DETAIL 9/SD5. } 1 AND 1/S06 FOR CURB AND SIDEWALK. REFTTWO R TO PUBLIC IMPROVEMENTS PLAN. 18. HANDICAP RAMP TO BE INSTALLED DURING PHASE T ► r1PK;N CURB RADIL/'; 4' L/NL.ESS NpTEp OTI1ERWi%E EXISTING BUILDING TO BE DEMOLISHED 30. INSTALL_ WHEELS 0P. SEE DETAIL 10/S05. DURING PHASE TWO HANDICAP PARKING STALI. WITH SIGN. SEF DETAIL 5 SD5. a` EXI'STMIG C'X*07XWS BASED ON SURVEY BY WME 4 ASSOCIATES / 19. EXISTING FIRE HYDRANT ASSEMCaLY TO BE RELOCATED TO WITHIN PROPOSED aa" I' DATED FEBRUARY 5, 199Q. PUBLIC SIDEWALK EASEMENT. B01_LARDS TO BE REMOVED. REFER TO AREA ' SD1 4. [DEMOLISH WEST WING OF EXISTING BLIA.DMG. TERMINATE" EXISTING UTIUTIES IN PUBLIC IMPROVEMENTS PLAN, TRUCK PAVING t CONFORMANCE WITH CITY OF TIGARD REOUIREMENTS. RELOCATE GAS MEI-ER TO MAIN BUILDW COORDINATE NMTHWEST NATURAL_ GAS. „ � 20. EXISTING WATER METER TO FIE REMOVED DURING PHASE TWO. Jo1a NU 91125 mu ,,.,.,,,:vava,�M.•W1LI7O4Yu Ira � .J', ,.;.... .:..n.>. ��% ''' t:I.E .•',, �11>_ l i� .i l ... , + �181'w - I il+ ILII ILII ILII ILII III, ILII ILII Irll illi Ilil Lill I II II,I ILII III I!!Iln! I I .•.., j,F(}jj�Ijl'T'Y S'j'R�p • CIT1G I I I I 1• IIIII�IIIIII:II�lliflllll�IIIIIIIII� i+ ill, Iliiillll!;IiIIIIIi �''lllilll�lllilii ill ll; 'iii Ill �; '!I iii' 1 I!!!�IIII�'t'i! LILT ll!Ililtl Illf�llfl J� J-� 9 I0 I f 12 13 1n I6 I IA I9 20 2I 2<_ ^(�i•��yi A+I', CMF ICmm.l cm 23 24 25 216 2'7 2'8 219 310 r tOc�. t o .,,.""•MM71l�� . 11 I I w,U14 T , Z ! I f F ( gkMll! ... ..-,. v.«--:.:,•c'r .,. +t:r,:. ...._.. ,..., ..:. - - - .--..... ,::as:. .:.:......:...., .... ». r: r.... su ,. w ..,+'e e . r ' r a: ,r47 y , h S.W. M STRFF� AIN r w s 0 x *S rs 1�. ` nAN0 00 N till. I in 0 IT ( A •�4 �' I � t• A � A' 1 1 11 I r RETAIL BUILDING > 1 I ter" co, PHASE RIM,150,75 � 5800 SF @ FIRST FLOOR 1 ;. FF= 152.40 1 \ \ c \ \ \ Ds I,<: A- BOY BUILDING \ \ �_-. -_..___._-.•_- I PHASE\SL 1 •�j• �h-t,t'L..r_.–..Y1— .....Y� ,_.I.. r.,, � 1 �_ \ e 16,995 SF � � G ' e \ , 1 ' \ � + ` ,, . ••-r ,•�• ' � � FOUNDATION DRAIN BACKFLOW PRE-VENTER • 1 \ FF— 152. .50 INSTALLEQ N ACC.FSS B X • / I M RIM=151.55 r TC MTc G MG Ic G CO 70 c0 CATCHSIN_ / .__ RIM 1501.75 RIM-150 75 ` + ,,., —•�- t. , ++ CKFI.OW PRE`lENTEkIN OTM Ile .01 ! / RIM=-150.80 / t •, Z Z FH _ 1 RIM=15 .50 co CID � � � � U) I — — ---- 57 0 0 l!') r � _ _... ..... .... .... _ _ N G RA 4G PLAR I DRAWN BYDL I JI , PROF � r '0ti AL NOTES LEGEND4�c ' EXPIRES: 630 99 { ISSUf_D OAt�. CONTRACTOR W41 VF:RiFY M40 CONFIRM EXISTING CONVITION�, EXISTING CONTOUR--1 TO 4 F001 INTERVALS • SHOWN OR IMPLIED ON DRAWINGS PRIOR TO START OF PERMIT SET: CO?NSTRUC" Nd, NOTIFY ENGINEER GF ANY DISCREPANCIES. ..,_ _ e. ._ .r EXISTING, CONTOUR- --5 FOOT INTERVALS 2/9/98 x; c. EXISTING CONDIITONS MJ H BASED COIJNT}ARY & 10!''lX.•RAF"HIC SURVEY 3/3/98 CONTOUR---1 TO 4 FOOT INTERVALSa REVISED: 3/25/98 EKY WE.DDLE AND ASSOCIATES DATIrC ' .ITI?UARIY 5, 1998. ----10?_ - -- ----- - V 11 ° SL01PF Of- HANDICAP PARKING STAII AND AC.CrSS AISLE100 NEIN CONTOUR--5 FOOT INTERVALS 74 NOT TO EXCEED A SLOPE OF 1 50 IN ANY DIRECTION. � b r FINISH GRADES To FA9r*UGHT TO WITHIN 0.08 FT IN 10 FTCATCH_99I4 �RIM CATCH BASIN RISA ELEVATION e.n AT SUDGRAOF_ OF 'r-IC GRADES SHOWN AND TO WITTIIN 003 FT s. RIM--100.110 MJ 10 FT AT i`.-nfSH GRADE IE=100.00 INVERT ELEVATION DRAWING TIILF r,l GRADING PIAN y PROPOSED SPOT ELEVATION "' MANHOLE RIM ELEVATION -'-RIM•-100.00 EXISTING SPOT ELEVATION 7 Uf CoA NO ¢: s ,,. , ,... .,a-• ,. t - .,..,.. ,�,wepYeFaw'M', :y;.Xw.:u.IMlari�a:.aT.,a, w..:�►aYr1AYh11R' ,..w:'- ;-; -- ,._ r j4. II�$C lBII1`1"Y � ` � I I u � 1 1111a11 II,I�1 111� F111111!I Iillls n��nlil I'll II2 ��t g" cm toii 1�3!t�l i11I 4IF�IIijII��Inihu��III�IfIl�uf1 lnn��I2III01�u�In21 l22 23 24 25 2nI8InI�Iu2�I7I1�#tte�ua 21.1�8.I2u. �9llil;ll3i 10 .. n. O m m.i cm ok I I I OI H. N1 a 108 OF 1 . d F ,:p.A.r Y dT ry'rT`�.• t ,I.;iti Yr M 1 #{ 5i ,b f Q Ig{ ( (^ aM r ` y eY r - d ?'. i 4; .-WET TAP EXSTING h. . WATERLINE �A :+�r S.W. MAIN STREET c1 INSTALL STD. FIRE t HYURANI ASSEMBLY. SEE DETAIL 5/SD6. W w' �` ,� �R ;T,+�11 r.r'r• /•! R. :1r p1 dm me000 Oft AY A�'Y ma, Rrr �. No 400 �rl� }y. �N�f .� •m � YR N" fy'• %wsoam Wi *%a go 10% MQ am an ma /w as Art /i No -Am ANN 1N/ 100 ALJ' W M2% MA Cam fir Mfr as* &A. 'Asar1•• 4w �1 4" Y/Ir 4ML'. (n r ,. .r ON � WET TAP EXSTING a 20 4f OF 6" STM. O 0.576 WATERLINE ` 2 � a� a U �' iA* o r air ws +r •"c �r 0 N F L N 'yh0,00RELOCATE. EXISTING FIRE 3 �n n WATER ME-TER - EMOVE EXISTING STFtUCTJRE- I z00 KF W PR T R ^' �c STORM LINE HYDRANT ASSEMBLY (SEE SITE PLAN) nn i �r.._�..rr ,.... ."r..rr........rr .�.. �► Lr- --r-.r. ,.r.��...�,,... .�.. .P...• .� �.. _ _ -- -- - ---. - - - - - -- -'-- - - ---.._. __ o Ir _J x a.' v /'„r :+'. Wrf NnW4 Rt 0.07 a r, MAI �r .4� •10 qN r Vr 4_4- 3 • { •:I.M:• t Nr •/R�,rT^•'7r'��'• . �' . j� P. ��.•`�. •w f"r'M� + ;4ill 20 11 4' PE kf p74 , '''; 1 b LF OFM•' 1 1 0 .4 115 LF OF 4" PERF O 0.076 f REMOVE EXISTING 1 i STORM LINE IE .15 '• 45 LF OF 4" PCRF O 0.OX 65 Lr OF 4" PERF O 00%- *; t 20 LF of•4" PERF O 013X / ,. RETAIL BUILDING II I •. , 50 LF Of 4' y"E Rf O 0. 2" DW i • ' " ? C I J - 40 IF' OF 6" SS O 2% MIN.P HAS E 2 / - 5 I-F OF 6" STM. O 2.0% MIN. 55 LF OF 4` PERF O 0.0%- RIMS 150.7 - �' r 18 LF OF 6" SS O 2% MIN.- J800 SF @ FIR' �L�� I �• IEw 148.24 i IE-147.80 _ IE-=146.80 -� CONNECT TO F F 152.40 i IF 150.00 (lYP) 10 LF Of 4" PERF -\ ~- r- I 140.20 W '1'' ' 100 LF OF 4" PERF O 0.0% I 10 LF Of 4" PERf O O.Oy 1 O O.OX IES-140.2 E 5 LF OF 6" STM. O 2.0% MIN fl �ti t \ ,"T IE 150.00 IF 150.00 r , --25 LF OF 4" PERF O 0.09 �• 1E 145.6 SS) _ I / -• �•r,• IE 147.96�STM) i 1.... •». -,•:�,- .,L,. +...-.•-:. .- ,r- ... -+• •--Y• i � ' t }� A--BOY BUILDING i. � IE ,139.31)(6P5�__ PHASE 1 - b` ,.� �• 60 ',0F 6" STM. +� �,-"-- •-...: .r-�Y A-I- _.•. �_.,: i % 25 LF OF 4" PERF O O OX I y IE 149.90 16 •' '' •' � IF 1x7.$4 IE14A.95 .- ,995 SF • ~L� - • !' I __ \ � ! 149.75 FOUNDATION DRAIN BACKFLOW PREVE.NTER 1 ►Z FF 1X2.50 / S -- IN`#TA1t.FD IN ACCESS -BOX_�SEE NOTA _ �► �. 30 LF OF. 8" IS,M. Q I RIM= 151 55 �{y► , 20 LF OF 4" PERP A 0.0X -� **' O >r.57� .5 LF OF 6" STM. O 6.2 . -40 LF OF 6" STM. A 2.0% MI IF-ISO.15 I 1 INSTALL. STD: FINE ` -RELOCATE GAS ME ER TO REMAINING PORTION OF HYDRMII ASSEMBLY. IF 147.43 BUILDING (PHASE t). COORDINATE WITH NWNG. i LI OF 6" SIM. O 2.OX MIN. , r 70 5? 1 F OF 8 [ ' " STM. O 0.5% SEE TAIL 5/S46. - Co O r1cl1 1 / IE 147,4O 1 8 LF OF 6" STM. O 10.8% 10 LF OF 4" PERF O O.OX J ""' -125 LF .-7 8" STM. O 0.5R t LF OF 6' STM. O 7.27. ;' . 4~-ROTATECONE TO { ' POSITION LID IN STALL. • i• I 25 LF OF 0" 5TM. CO IE 149 64 I!_ 150.00 (TYP) O 2.2X'IE 146.53tSTM) H BA54N �CRTC EiA51N r •-�'rr 1 1 • v IE 4696 RIM=1517.75 IF 1 39.63 (SS) RIM=150.75 IF=148.08 IE=148.08 -a 'FLOW PREVENTER t 45 IF OF 8" STM. O 9.6X y !�QL�.-_ { '• 5 L Or 0" STM. O ?..29 ' IF IN'145F�35NE ' I •) � "• t 1Ldi IF INS 150.50 NIE W� B.F.P 130 LINOF 4" PERF O 0.0 '' • IE 145.8 STM -� It. IN=-145.35 10 SE) 'STORM PIPE TO BE t (�- IE OUT-145.3 �SUIIABLE FOR PLACEMENT �` IE 128 2 (SS : F L1 W UI DI �'`� Co • F V} F�_.Lr� RIP-RAP 20 LF OF 6" STM O 21.2% RIM-150.80 IE 145.26 �► -•� 1!3 LF Of 18` STM. O 0 `�R i 102 LF OF 15" STM. A 0.5X 1�.•• 146.99 102 __� .L L_ fH 150 LF Of 4" PERF O 0.0*-1, 9 `J E 146.03(S�TM �i � IE: 139.88 tom' ' CATH 0.5aASW �,/ ��R�IM-150.50 60 LF OF 12" STM. O 0.5X --10 LF OF 6" STM. O 10 2.,)% I / IES-147.51 IIIO I7�146.17 8 LF OF 6" STM. O 10.259 ` IE 146.72 - co E _.._ V tt,, �. •-..,.. � �`� IE 146.15 �� ,, ► - 105 LF OF 12" STM. O 0.5% m 0 • --•.."""�- �� I -1[ 14 6.69 80 11 Of 4" PERF O 0.0% "'"``-�-•._ � Lo • 5 LF OF 10" STM. O 0.5% •" a-- t� NORTH VTmy PLM 1 DRAWN BY CLF/MR(: �"• C:NFCKED 6Y: kJK (.Al QIR T o 2a - _. - �Ea 'RCF _ + 25.EMEM GENERAL NOTES oRl KO'R� EXISTING __�X1S11I�Sz._. ___J`Ltb __. EXPIRES: 6 30 CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS .eWtTARY �;f.WI F2 ; Rif - 1 SAN MH CATCH BASIN SHOWN OR IMPLIED ON DRAWINGS PRIOR TO START OF ISSO DATE SI ORM `C`W1.11 a INT RIM ELEVATION --- RIM 100.00 RIM=100.00 r + MrATFTR !INf ,j, CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES. ► ERMif SEI: TELEP'ION1- 1 INNINVERT ELEVATION It 100.00 IE_100.00 { 2/9/98 ELECTI4ECAl I INE CONTRACTOR SHALL VERIFY THE LOCATION OF AI_I OTILIT ES PRIOR 3/3%913 M To THE START OF CONSTRUCTION. COORDINATE LOCATION NATURAL CAS LINE EXISTING, WITH ENGINEER. REVISED. 3/9/98.MM .T LINT (POWF-R AND TELEPHONE) DOWNSPOUT DS UTILITY DRAWINGS ARE DIAGRAMATIC. REVIEW FINAL LOCATIONS � REVISED3/25/9$ CLEANOUT '1i'C0 WITH ENGINEER PRIOR TO INSTALLATION. FIRE HYDRANT )ikvm SANITARY SEWER UNE NEW _ ••_� CLEANOUTS SHOWN ARE A MINIMUM. PROVIDE ADDITIONAL ___ -_--. _-- - a_ _._ -- -- -•--- CATCH BA5!N CLEANOUTS AS REQUIRED BY UPC GRAPIER SEVEN, SECTION 707 do 719. S7ORI.4 S1l R LINE _ , w WATER LINE LIGHT POLE 4F PROVIDE DRAINAGE FROM FIRE VAULT, WATER METER, AND WAIFR VALVE A CHECK VALVE VAULTS AS REQUIRFD BY CITY Of TIGARD. PROVIDE ORAWING TrTI-F TELEPHONE LINE �.,.. _T Y ..�,"..,,.�j.-.._... MANHOLE + Q 1/2 HP PUMP, CONDUIT, WIRE, AND CONTROLS AS NECESSARY. I)11i ITY PIAN ,.. . ELf_CTRFCAI LINE � NATURAL CAS LINE. -'�'-"'--"$'..""�-`-.^r C.,•.•• a--------.--»-4•-•'----^--- 8A(:KFi OW PREVFNTER � EXISTING ON SITE CONI)!TIONS BASED ON EiOUNDARY & TOPOGRAPHIC SURVEY BY WEDDL E AND ASSOCIATES, DATED r FBRUARY 5, 1998. STORM PERF PIPE. WATER MEIER t -• -__- __ -__ - ___ __ _ - _..- -- _ • STORM PIPE TO HAVE ECCENTRIC FITTINGS. • SITE RUNOFF HAS BEEN UUA.NTIFIED USING RATIONAL METHOD. PIPE SD3 CAPACITY IS BASED ON MANNING'S FORMULA WHERE= n = 0.013. 4 • FOUNDAIK)N DRAIN B.F.P. USE 24' SQ0APF OR ROUND METAL (10 GA.) BOX, ? * .E ASPI49T COAT, PROVIDE TRAFFIC RATFD LID. JOr? NO 971125 , i n a "4MN"�mMrt'itr4.w6ArR+. Y,. ALU+" ..., `1+tf�LF19'�}sHUAy,11,, { In -T'd C ?IMM..r.'. ..:^rtY h'f: .. ........_...w ., .�-. - _. w•aws..w.wnrY+"AMM ,. �• ... ...-.ay.. .. ... ... :.�' '�'� .FT . ) ..• .,,...e+. ._.�.....�... ...._. _.... ..•... ... - -.. .._..._._._ .._...-....-..- _.,_... ..... ..... ...-.......--..ww....�.•.-..r�•.rawr. - �. .. , r--9.:.. .ilf'11I�.i _ .. ,.w. .s•er,ne• .«-..x,aa,-r. .•.wa•..•, ..................,......r+ww-mw..n.•_:w.awr - +«n s..+. -..�......_-..w+.�.....w..�...�. �.--......w... ._ .- -•. Ti..- - "..: .. Meww+....+Mrr.-�.-..._ ...-...a..+.w..�+* .-�........_-,..... ..... ... .., �ww�..!..w.f,.F+wuw+�+w�-w�•`�r.++gw.e+•--w+w-..+• �+wrn+nnw�.� . i' : ; ' . 1 . •., . ....#'.A71/? +' • 1r11n�llY�.�4iN1A7441tiwA'!:� 1$cMMY�'.1 ii.""�ti;. ..... .. _......R...... : .. ...._ .. -�. .. .w .. " "• 111111 ILII ILII I(II !III ILII III! ILII tillill ll�ll !11µ!l 1 '! II� li LF'QIBILIT">t STRIP I ��"I�m Ile Ih l�e 1�9 2�0 211 22 213 < a { ITIS I I -(li' I""'�It�llll Illilll!I Iiil�lill Ii1111111 Ilil�llll II11111!I IIIIIII �-'IIIIIII VIII ' '"i� 'I11"1'� !!IIIII!,II111 O IG 1 1 12 1;3 14 :4 25 26 2� 2e 29 30 01 H7NI a Io2! { • e` `.. �. ... Lw1�T� !N+§ �� ! � I !d.MMld. 6Ie1 I I ,,..;: ,•:;� ,T Ali: • • Il_ M1 t f E I i P _ ITT f � VAM a ` EXISTING ORNEWAY E EXISTING PAVEMENT - DIG OUT REPAIR SAW CUT OR GRINDING WIDTH VARIES .�. MATCH GRADE _ /- EXTRUDED OONCRETE CURB SET W VARIES 6 8" EPDXY CEMENT A - - MATCH WIDTH 3°-0_ �+ \ I r } HMDICAP PARKING SIGN`S TY-� + 7 / - FINISH GRAM R W LINE 1 SEE DETAIL 6/SD4 ll j _ XPANSfON 30'-0` MAX., 10°-0` MIN JOINTS �,. 6' t t0 +6' a r Q NO -// b" x 6" H SIDkWALK 4 10 GA MFS *6` t 6" r t _ '' -`!% /- i � - u In JOINTS pp iP L� 15 n �.. > � Co &°• v o .� / CURET JOINT` / _ z o © o d•o' v o _ ----- J- CUR DIAMOND PATI. TE.XIUREU ("-"T�� s ,\_ SURFACE PER CITY OF Ut- I =:` - CRUSHED ROCK UNDER PAVING ` AGGREGATE BASEROCK A `- FACE OF CURB - FACE OF CURB TIGARU STANDARD L) y 0 w ,4 5' 0" MIN. 5'--0" MIN. o Il -+. 3°-0 " 3' 0 4" WIDE PARKING STRIPES -- / / ✓/�\ ✓' \�� \ \,!�. 15°-0` 5 -0 ttAA PAINTED WHITE (TYP.) 1 \\ \\ / ��\\ _PLAN COMPACTED SUBGRADE ti of d JOING � 1 i!3' - * ORE SAWCUTN AND PLACE EXPANSION JOIN11 r 1 1/2^ EXPO 5URL 6Q • -— EXTRUDED CONCRf TE CU" SET 04 [L E VAT I O N B—B i EPDXY CEMENT _- ---- - - HANDICAP PARKING EMBLEM (IYP.) RCSIpENTU1l LOCAL STREETS: 10 GA. MCSH SEE DETAIL 6/SU4 j AC -- 6' ASPHALTIC CONCRETE. 1 --112- ABOVE BASE ' - CONCRETE SIDEWALK WI1H 1HICKCNEI) 6" •, / b` 8" CAGE AS -- 4` (1-112" - 0") AGGREGATE BASEROCK --- -- OR AC - 8" ASPHALTIC CONCRETE 'TRFE;T _ -- j - _ - MINOR COLLECTOR STREETS AND COMMERCIAL/INDUSTRIAL. LOCAL STREETS 2" OF COMPACILD 3/4"- 0" AGGREGATE A' ,+ 10GIED EDGE. 1/2" RAD11 ; AC -- 7` ASPHALTIC CONCRETE, - o AB -- 4' (1-1/2" - 0") AGGREGATE BASEROCK ° :o OR SECTION A—A 1 I I ---•----- _ -_ _ _ Y-- AC -- 9" ASPHALTIC CONCRETE NOTES: / / ' T o- o o r" �,a oG MAJOR COLLEXTCIR STREEIS 1. CONCRETE SHALT_ BE COMMERCIAL_ MIX. " - n . o o - - P TI(' CONCRETE - -___ -- �,. 0 0 o o p•�,2 AC 9" AS HAL-" 2. CURES JOINT SHALL BE A TROWELED JOIN I WITH A. MINIMUM 1/2 RADIUS 0O �'° :...° ° __.� AB - - 4 (1-1/2 - - 0") AGGREGATE BASEROCK ALONG BACK OF CURE. ' r� PARKING STALL - 9°-0" MIN. LOADING AREA - 8'•-0 MIN. PARKING STALL - 9'-0 MIN I -CRIJSHE.0 ROCK UNDER PAVING 3. EXPANSION JOINTS SHALL BE 1/2" PREMOLDE V ASPHALT IMPREGNATED VERIFY W/ PUNS SEE PLANS VERIFY W/ PLANS MATERIAL OR EQUAL, EXTENDING FROM SUBGRADE TO FINISH GRADE_. EXTRUDW C 111t1'T'H SDEWALK 3 PAVEMENT DIGOUT REPANr4"'NCOM ERaAL DRIVEWAY 5 HANDICAP PARKNG STALL �SD5/ NOT 'fO 9c;ALE. 5 NOT TO SCALE �p 5 NOT TO WALE CD5 V4•->r-O" 02560--08 -y1 vvv vvv v uv I/IV __— vv�.• vvv IV %."o Iv 1,01 ROUND TOP vv�� vvv vvv ��vv ------------ \11N/ vvv vvvv vvvv` - vvvv � vvv vvv `✓vim`✓v �� vvvvvv vvv vvvv v•.- uvvv I/N/N/ I./'N V�/1,/�/4/\/�/N/ \/\,i l/ I./\/1,/%V V vvvvvvv,vv vvvvvvv�� vvvvvvv� LOAC04G AREA s, F vuvv, vvvv v�vvvvvv \1/ \11 - - CONCRETE IDEINAL!( OR FINISH GRADE PARKf vv, vvv�lvvv� \r /vvv ` • V\`✓\V\��/�✓�/v �/Vv./v f IN/\\0`* v✓ N/\1%1v`Jy%v V�/ vvvvvvvvv vvvvvvvv vI.•vvv•.ivv 1" 1iIGIi WHITC I_( 1fE.RS W ' ------ SIGN AND POST (Tv MEET HANDICAP v v��v v v v v v`✓v vIV\ol v v\11,III/ — 8 STD. STEEL PIPE CONCRETE FILLED COOT REQUIREMEWTS)).- -SIGN SHALL VO4 CUE WILL �' ��yy• STATE iN I' HIGH WHITE LETTERS: BE TOILED AT Ld LL "PARKING HY DMV DISAHLLD PERMIT' �-"- kl ONLY. VIOLATERS SUBJECT TO �n Y TOWING UNDER OILS 811,620 AND A - /i - FINISH FLOOR OR FINISH GRADI V! i FINE UP TO $300 UNDER ORS 911.615" 6' 4" MIN SEE PLAN 6 _ �►---__.._�.__�,__.. .,,�_ .��._ ...___.r__-___----_ _ Yui �- ---VAN ACCESSIBLE SIGN - SIGN SHAI L STATE IN ," HIGH LETTERS P A N _ W Z "VAN ACCESSIBLE" _--- U INSTALL SIGN MST PER MANUFACTURER'S a ,,�{ �-•' RECOMMENDATIONS SET PLASTIC BASE IN EPDXY BED PER 1/4' NOM. '� ��._._—. CONCRETE '' ' ++ MANUFACTURER°S RECOMMENDATIONS `- j w AT CONCRETE SIDEWALK 1 1/4" TO II }} N 1 1/2" NOM. - EMER VA)ED POST PER MANUFACTURER'S 112- TO /�►� RECOMMFNDAT ONS AT PLANTFR CCS► 'n 3/4 NOM. --- If)" (,�n � V j 2°-0` RAMP TEXTURE DETAIL • r8"N\ NO PARKNO � 9 BOLLARD DETAd. 0 Illy- Nc 150:1 .SDS SCALP 1 V2 - T D5 SCALE Vr - 1 L_ 20_:1 -�- L .n --�.-�-- MIN. 2" OF .3 4`-0 �- wi � ^' 0 iv `-` --- PAINTED EMBUTA ON ASPHALT PAVING - _ 1 _ CRUSHED AGGREGATE BASE. TYP. AT ALL HANDICAP PARKING. 12 PAINT WHIM:.•. TYPICAL SECTION THROUGH RAMP -REGUTAR STRETCHER, 15 5/8" -'- -�� -- x 7 5/8" x 1 5/8" oRAWN BY. IRR CHECKETT !►r' KJK 6 KANWAP PARKN� G E11I AIV SICN�1 7 C RA101�' ��- #4 0 32" O.C. �o pRaF ...• �...,..r..�. ' N O R I Z. & VERT. '`�- 5 SCALE 9/4• - t 5 NOT TD OCALE r�' j w♦+i 5504 --- cae -••✓�'�.�—.� ,- - n - NOTE`�: 10" �,✓• RI KfJR� " HANE)K;Af' E11.UE --_ -- --+- 13 _ SD5 EXPIRES: 6�� INSTA11.L WITH 12" GROUND rt' SPW.FS (AC INSTALLAT") 5/8* - - !sslTFa t)wtC / 8 /] FTRMII SET: - --- COPING SOLID UNIT a 15 5/8" 2/9/58 3/.3/98 � i_ � _ x 7 518" x 2 5/8 �� •.� � REVrSED: 3/9/96 72' �y L ,, (2) #4's CONT. REGULAR"S�TRETCHEER. 15 5/8" C14 - 4 0 0 T .. �.��.�..rJ 1 1 � __ � _ _..» / _ !]ROWING TITLE -� .�/�- ( - - - STTE DE TAILS I 16* 2" (1 _ __ -__- TOP vowSD5 PRECAST 0O� 'V 13 TRASH UICLOSL �- CAP 1�4° "TRASH E .,USIA - BAS 1t� "'L'' TOP 11 `TRASH TRASH L= .EVA110�1 TO E 5 e�P - 1-(.r SCALE asp - T-a' 5 . - .. [)5 w4• � I-V , o� , �� ,rte yEr �f \�./�� ./�_.�._/`.�'�../ ,,,_,^�../�`.__/`r✓'i _i�`_/``�..'�../� /�./fir .i �,__/�• ✓^� _/'�.-i�`� _ J�<_._/�-r^_1�. �'�_��-��i-'�--'`,`--1.�� _� �—'�_�� -''�_•1...�..__. �... ^ �•.. /�-/�— ``- �~� .100 T10: 97125 IL wg+�.,, : ,. �� '"`'. . .,,.......w•......_w,.. - r+,.�s�rAewWDIWwY.wW,..,..w, .»,...e-.w�+grr-T...-_.-.. __... _ _., _... -.._...:. .__ _.,.... .____.».•..... .,._..,_..�-__. »�,..........-._-,,. .. ...., ...,... ... _... ,-_.._. _ .....- ..-.:..,..-...tom...-.. r..r+*.•-�.......,...,.......-.. _._ ._. ... ._. .,. .+.++o-a.:e."cmr-,«�eww ._ ......- ,. .. .. v�.�wrww.. --.,,.rs,a.a;,wawwMflWM.�lrM�lbFluMa�otyYw.,#xtlt3rra,.utww '�iAI �W!IIYi(ii11� .�Ja-., m �i, l un inn �I11 nn iII nu nI1 nIl ILII un IIII,�uI uu IIu sill un n., I!n IIiI ilnlln n I�IuI un nlr It III un nn rIi �u� ��IIIIf� I.n u!nuu III uu Iul n11 Iln ►f I nll LRGTPILITY 13TRIP I ( �:� O � 2 `3 s 10 I 1 12 13 14 18 17 16 19 20 21 22 213 9�4 2�5 2�5 2 7 28 I12 9 I X10 r �'. IUnm • NON• s IO�u y F3 ► �,, �1��i!dill • �11r��.��.�.��a,��.l�.i�,1.�;.�.R��.��,�i.(��.IL►.a��' Li . 'IfIIJ�I�`f z , a 1 ;�Rta°ryt�vlt'.r1EpL t;... r, ...... ... ..._._. ....i..l a.:J.._....r.:.n.._:,..... ....., sw........_..-.............,n,... ...:.,�,.:..... -.. .._. o�___�:nu�.. .._._.....- i.._rtt .M-,'.-Tam;:.a.�_..a..—........_-..u.t..._ra.k..a.it_,�.-�.—��.____.—�_. CAULK SOIL PIPE 'NTO HUB. USE Q.I. PIPE UNTIL 18" BELOW GRADE CONCRETE COLLAR < .r: NROW CURB JOINT MIN. SEE NOTE 5 ROW MEIAL GRATE---RATED FOR 15,000 PSI _-..-- 5' MIN 5 / - h 0 _ 6" -• -- - I �J _` " VALvE BOX ` a N BEHIND CURB i B t • - ♦ ♦ f 2'-0" r'P ^�1NAL1, COMPLETE Ir R, — - ••• ROAM � = „uG � N I DAD _ L 40,010 k .• ` E' MAX. =III , III—'II=11 3zGQ I N4 f. SSEE NOTE 5 _ ,� _ -I III __• _--III �nn • a CLEANOUT III-I,(�I I I I I I Till I I I='' N o -'� • 2" OF 3/4"- 0" BASEROCK �- 2" OF 3/4"-0" BASEROCK x ♦ _ MIN 4 C F. DRAIN ntl hW� - 1"0 HOLE. 2 EA SIDE AT ROCK POCKET COMPACTED SUBC;RADE -, COMPACTED SUBGRADE / 2 CL , _ BOTTOM OF SUBGRADE UNDISTURBED I I THRUST C p pSIDEWALK m o - W•S.E• ELEVATION EARTH �' BLOCK - ,'I E WA L.I� AWAY FROM C�F�� -� _ o C 6" M.J HOLDING Ilk: _Q _ — I EWA K ADJAC L NT TO C U �__L3 � \ — - PIPE SIZE III ° • " \ SPOOL -----._---- BAFFLE _-� 1�� I I1- �� -- 2'--0" ROUND OR SQUARE SHEET METAL r N NOTE -6 CATCH BASIN -- DEPTH AS REQUIRED. COAT 0 ° _ IF AS CALLED I o 0 • o III - ------ WITH ASPHALT EMULSION INSIDE AND OUT. I�Iv • -/! 1. CUNCRE FE SHALL ESL '5000 P.S.I. AFTER 28 DAYr, 6 SACK MIX, SLUMP RANGE 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE OUT' ON PIAN AS MFG. BY LYNCH CO. OR EQUAL. -� nib • OF 1 1/2" 10 3 _, ._____-___.__, PAN WALL TO BE 10 GAGE b Q Oo Qo M.J x 6" FLG. TEE _ ' CURB IS USED OR IF SIDEWALK iS INTENDED AS PORTION OF DRIVEWAY. t � CONCRETE PIER • . =1 2. PANELS TO BE 5 FEET LONG OTHERWISE SIOEWALK SHALL HAVE A MINIMUM THICKNESSS OF 4 INCHES. BLOCK jj -�• -� � �--- _ _ _ III -3 EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVE-WAY APPROACHES, 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER l- -- - - -- CAST IRON PIPE SLEEVE CONNECTOR EE: II UTILITY VAULTS, WHEELCHAIR RAMPS, h AT SPACING NOT TO EXCEED 45 FEET. PLASTIC PIPE AT 2% SLOPE. CONTRACTION JOINT TO BE PLACED OVER PIPE PROVIDED BY LYNCH CO. III III 111 II III III III II -III--III --III II 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURFD AT THE SAME TIME: AS THE NOTE: VERIFY ALL REQUIREMENTS W/ CITY OF TIGARD CURB, THE JOINT BETWEEN THEM SHAL1 BF A TROWELED JOINT WITH A MiN. i/2" R,ADUIS. PRIOR TO START OF CONSTRUCTION QTY OF TKLVW 1E WALK 2 CATCH BASrV SECTION 3 STD. FIRE HYDRANT ASSEMBLY D6 NOT TO OCALE 'JD6 SCALE 3/4• - T 5UV NOT TO SCALE —METER BOX I" UNi(10�1 EACH 5t(}E - -OOUSL E CHECK VALVE A.SSEMBt.Y ----- -••,.._- cE STANDARD FINISH GROUT -- AND CO ER RAMS _____4' CONCRETE EXTENSION RING ` -_ INSTALL AS REQUIRED TO BRING �( 2'-10" 01A. •� -••----------- ...i ____.-_ .- ___-_______ ___.____ MANHOLE COVER & FRAME TO - WATER METER -.0" DESIGN GRADE - MAX. 3 RINGS DATER ME TER 6" �-Ow---}-•- I�" �- -- OR 12" MAX PLAN I I --- CONCRETE Fb=2,500 PSI -ECCENTRIC MANHOLE TOP a-• --" FINISH GRADE 4 CRkJSHCD ROCK BASE .._ o '• ° ' "_STANDARD M.H. r, o ° RUNGS 12" O.0 • " ° �L�:�'ATIC�r� " ° LOCATED ON VCRT _ �1 SIDE OF MANHOLE, • ° " ° i WITHIN 24" ')F _. STANDARD 48" _ SpEC��A�S .... ^.. - __.__ COVER AND fLOUP MANHOLE RISERS ° ' ' CLEANOUT NUB RAM-NEK JOINT Vim �I -T'1 - --.-- J " --- �- ___�. MATERIAL. OR EQUAL- d \ °• ° °• 4" n(A CLEANOUT f 3/4" - 1" BR00'KS P141 s 1�IIc3 1 R' .1�UNT` �b•.�% S•Vit•° i °' t°•° ►. '1� --- ^_- 1 1/j -- 2 CARSON 17300 p 1�� -1- •.f .' *Y�-'y', _—__ _ �. NATIVE BACK FILL COMPACT TO •°;y• °°;r°.°;•r°"°;•y°.° 95% OF AASHTO T- 180 STANDARDS 0 8" TO 24" INSTA�.l,AT9t SNt3etdV I t3tdLY SUGGESTION •�,°•o;�1.' •�• ••s° •o °�° •••••. $.'1► a�••• ;r•.'`1• -_ 1 E GA. INSULATED TRACER WIRE 'Li • ° ° ° • ° SOLA ED CE F. t�P 1. DO�,0 IL C"MECK TO RE LOCATI++i? DIRECTLY 9CHWO WATER METER. . •�• • x_��, _ +" - , FLOW L ORA�SS, ST14N,RE.ESS• OR PLASTIC PLUGS TO BE IiSTACLED iN TEST cocxS i1' K'LOW GROUND INSTALLATIC7�N. �y y°°° y. °; - . ° yr �. ° G. OF 3/4"-0 Al 95?: LL. •f •• •'i ••' °••' "• •°' � •�� "°• NOTES: COMPACTION AASHTO-99 . . 3, Oi$TARtCE FROM EI�1TT0#1 00ACE 'Ti) FINISH 11QE. F-RC£'XE PROTECTION. •'��°•'";:o••,,e'•'••:o ° '•;:°'°+,i•°''�:•°'6u\as ° i __-- SANITARY SEWER R - PVC ASTM 3034 OR EQUAL SEE PANS FOR SIZE 1. POURED CONCRETE BASE-5 SACK MIX, 3000 AND WAftWCE FOR t ,$1)%G ANO REPAIR ARIF THE MA4k CON11',�K"ATIONS � �- P.S.I. AT 28 DAYS. �/� FOR rNSjAL,1l,A3KiN _ 31p4� BEDDING NIDIS IJNIFOF�MLY RU HED ROCK 2 FORM MOOTHRTO OOV GROOVED LOW, MAKE SURFACE F2 1 A ICS o � 4 1 VZ BACKFLOW P'REV 5 TYPICAL. CLEANOUT SECTION fi STANDARD MA 0 OCT i; .'slCAA.f SD6 SCALE T - T I SD� NOT TO SCALE T - 4" X 9" CIRCULAR PATTERN BRICK PAVERS PAVEMENT ORAWIJ P-, TRR EXISTING REPLACEMENT TRIM EDGES TO ref CNEO A'r KJK f,,�„ •� " • ' PAVEMEN 1 E• 6•• / SOUND PAVEMENT • � - • • ,`-+1C � �'._ =•moi Q Q s CLAS) "D" �,� 4►� +1 2.0' - 2 C1' • 910EWALK � e•r / \i'��i\\j �\\\��%\'% COMPACTED GRANULAR • " • ' • '\\�\\�\! /\/�\ BACKFILL AS SPECIFIED / - MI Tj L SATO SETTING - HRICK PAVERS •• 2.0' COURSE z / \ iK,AaO 9 3/4" - �: %� EXPIRES.• B 30 9�i ' 4,0' a• • Q_ . ISSUED DATE 13 EDGING KIEWALK ,",� o_ .. :, ', '" ` CLASS "A" _ _ - PERMIT lI -- ---- - •-•� A --- - --_- __ GLASS " A 2/9/98 COMPACTED NATIV'� -- ^ NATIVE MATCRIAI_ F w 0• ..An,S SET- MATERIALSPECIRED S \\� 3/3/99 CLASS r E f ! ,-- \ \�� COMPACTED GRANULAR / _8- Cl1RQ r ANCt•IORti ; - AGGREGATT �!/�\\� �� BACKFILL. AS SPE:DIETED - ---- � r \ '�► ``� ' LAYER — _ _._ _---- `- 4 ►- �j\ \\\ \ iFOR THE TOP 12 wiCHES w d PEBEfIE SIZED SURFACE FLANGE o 7 - � nPum \% o \ \ ----- - DRAIN ROCK MOUNT N ' ci IN-GROUND '� \! \� w \\ �� 2 z ` .. O \ d / - ORAWIW �'l _'. IN 1 sA1Atc�'UT FtXt SECTI MEW rw '\� c TITIN: cD SITE DETAILS �` I r � INSr:TALIJ►TM�N 4 \� - .• - ------ -- 1 - 1 �riLUfK� ORIGINAL CYCLOOPS MODEL (2170-7-P-!') � �•�•---» M N 6�� /0"TNi SD6 477 R SA .L ABOVE ZONE 4 '. 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