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12353 SW GRANT AVENUE-2 j I si< a r; H i e sW i e r'. ABA wpDOIN � � �� CT r WOODARD -. sw If E CO 11DESUME cov AL JL PL SW WALNUT ST sr ELITE CARE FACILITY �P 12345 S .W. GRANT STe , TIGARD Sw DwDom. VICINITY MAP ( k _SHEET INDEX: GE �,.T RE.CEivEO CVR — COVER SHEET, v �L TNITY MAP, LEGEND • MONUMENTS FOUND AS NOTED --XXX--- EXISTING CONTOUR I.R. IRON ROD PROPOSED CONTOUR JUN 1 • 10� Cl — SITE DEMOLITION & EROSION CONTROL PLAN I.P. IRON PIPE EXISTING FIRE HYDRANT 8ujLj)�olvisl0N C2 — SITE GRADING PLAN FD. FOU14D o EXISTIRV CATCH BASIN (M) MEASURED ® EXISTING STORM MANHOLE C2A — SUPPLEMENTAL GRADING DETAIL -SA EXISTING SEWER ® EXISTING SANITARY MANHOLE C3 - STORM & UTILITIES PLAN --ST- EXISTING STOIRM , SITE T.B.M. AS NOTED -W- EXISTING WATER # EXISTING UGHT POLE C4 - PLAN & PROFILE - GRANT ST. --SA - PROPOSED SEWER I EXISTING POWER POLE ' Dl - DETAILS PROPOSED STORM a EXISTING WATER VALVE --W PROPOSED WATER p EXISTING WATER METER ll2 - DETAILS x -- EXISTING FENCE D3 — DETAILS c STING STREET SIGN Cl".e r� ARC j.... .•... ., SILT FENCE Q EXISTING FREE � ry.. Cendnww(t. Al prune.................... I 1. PIMMIT 40 19 P4 lIfXXX.X EXISTING SPOT ELEVATION ................ t t PROPOSED SPOT ELEVATION EXISTING CONCRETE SIDEWALK b.7. PROPOSED CONCRETE SIDEWALK ��J PROPOSED ASPHALTIC CONCRETE OFFICE �:OPY ELEVATION DATA: ELEVATIONS ARE TO U.S.GS. DA11AI, BASED L-W I GEOCE71C MONUMENT, BRASS CAP STAMPED '11GARD 1846' ON TW (NEST SIDE OF HRDGE. ELEV. = 154.40 f . i SDR 2000-00003/ VAR 2=-000OQ etM 92"mm _. By �� DmGilt 11-17-9 _ E2284-4 jeo-*=%- I JM COVER SHEET ----__ ec E oil 10 - I 1 1=2264-4.1 • Hili ommm FOR: ELITE CARE FACILITY N•T.S. � 3737 S.E. ,BYH AVE., PORTLAND, OR, 97202 S.W. GRANT ST. TIGARD 14, PHG NE. (503) 235--8795 12345 a , .���" Y R CVR�Ax. 503 233-7889 WASHINGTON C,JUNT 0 EGc�N EXPIRES 12/3V2006 2006 PLOT DATE: 1-9-06 ZTEC CAD FILE: E22844C1.DWG ,y p� w r . - - . .m,..... -...c.x — H, i..'° ..;yy,y,. . . „ . ;:.•- T., _.. u,+. _... :Rt+it"'�k f'j.r.1 ri(,E."t'•;: .. ... _ _ .n �;. t• r �. ...,.+ ;wt aw.. a.ra .. . ._ _.. •., ' ww;x,wMM G -' 5$Yi� �'d ( � , _r ,{ .. ... _ - _ -...... _..-.tom, ' ,;.i.L. ___ ». ,_ -.. r, ___ _ _ �� �.A,ra+t•pw.w,r,nn,._ .._. _ ._. _._._ -- .. ."�� ti._ ,.... 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' if 12 121 IN .8"M 10»M 10"ASH _ I 14"M 1 _ 16" \_. 10"0 18"M 60 010A \ \ Q10 UNK / ' J _ \ --- ' - --- I 10"o 8"(3N 1 BRIDGE \ 8"(6 \ UNK 14»(2)M / f � I xe // NK » 12"0 (5)4„ 6" 6»MI UNK I I 8"(2)HAW , / GRAVEL ROAD 1 / "(2)08" 14 W �- / T 16"M �� 1 4" 1N3 / LARGE SANITARY > > / SAN. M.H. ( I 1 / HOLDING PIT .- __ ...•. � � I � Rlkl 152.13 T TANK/VAULT / r INV. 14270 �-- / 148 (5 A IN N. / / � �. _' � / �Q, " ; p50, - _ _ _. L _ - -��1 - - -- - A -- __ —sA �Z- --SA / / ,�! / 10AO x 12M Ell " , r / O DIM HOUSE TO BE REMOVED. / CUT AND CAP ALL UTIUTES CLEAR // � OF NEEM WORK. REMOVE AMY // SP ,�/ " IBAgfflJ. 1M11H COMPACTED / / i � S. t �� � // ��i (2)8 AS tKtAM1U1R MATERIAL '� // i r< I " (2 A C.B. �// 5/// / `ms`s f .,•� �\ 2 0 1�RIM , h� O2 RFaIOVE DOW 12" CMP // / � / , � law"IIIIIII"' �/ � II 12" LE(-3. ORIVEMY CULVERT. / + / EXIs'T. ARN i0 REMAIN 3 RE110'VE EbS`i1NG A.C. PANDlF.NT• Q INSTALL EROSION CONTROL FENCE. SANITARY t�AH / 1 / _ - r TEST PIT 12 e s'* INSTALL T SACK AT 6 / EZ ALL 814-BAGS � SIL RIM 15413 14 I.E.IE143.01 � •• / / / E4 f (D �� TREE. PROPOSED CATCH BASIN DURING T.L. 2103 + �., 5 `� / - r r� ''- I ' iso 6" PIPE �5 EDGE OF 100 YEAR FLOOD PLAN. CMS' A -- — INSTALL. WALL AT EDM OF @PROIECT MWKM11111117H ~ / C.B. PARKING FOR GRADE MANGE. BIO-BAGS DUNG CONSIRUCTION. / 6 / ? . RIM E1 . A (• ) © EDGE OF 50' BUFFER FROM / 0 18"C �' / 12 I.E. 4.1 E4 INSTALL. GRAVEL CO�IV11ON / ELEV. 154. 1 'IL AO. NO OaNSTRlIC11ONam. W111NN BUFFER OR WETLAND. Oo YR. RLA00 aEVATIGM / El INSTALL WALL. AT EDGE OF E4 PARKING FOR GRADE CHANGE / O7 REMOVE ENSlirlG D(TibJDED :,!"��'' '�J .;:: • : �` + DRAINAGE CURB R= DUSTING EXIST. CATCH BASIN DWWY TO MM AND INSTALL RIM 155.16 �,/ �::';/�•�':::.:Mp' S�. '� .::' .r: c 18"F 26»p Nv 41 STANDARD CURB SECTION WITH Sp 8 INV. IN 153.71 (W) � � • ;• ..::,, ••:. OOINCREIE SOL:1rAlK. SEE STREET 8 INV. OUT 153.46 N � �'••••.•. '�' �• .�•j� ' d' s UPRO11EIr7ENT PU1N. 2G"C O REM W MUM DRAINAGE CURB. ° / �:• . \ SEE SWEET WROYOW PLAN. BLG2 F.F. 157.5 /' 1' . 0 04 sl F.F 15 .5 20 SG % % N / J T.L. 1601 AAr T.L. 1900 // 2 � � �• !• � •' � ' � NOTES: s I / ELEVATIONS ARE TO U.S.G.S. DATUM. BASED ON GEODETIC 1E3 MONUMENT. BRASS CAP STAMPED '11GARD 1946" ON THE WEST SIDE OF BRIDGE. ELEV. 154.40' T.L. 1800 / � [to. , GRAPHIC SCALE STORM M.H. \ RIM 157.8 • x G\ \ JO 0 16 30 00 1!0 INV. 154.55 . . ./� �5Of IN MIT a CATCH B /y '� PP N. 1 inch 90 R. PIM 1 1.1/ ur AFFSOM MINDRAWN BY DATRMIBT= no NO.: CITY Of TIGARD REVIEW `� . CEMCIM JHH 11--17-9 M SITEDEMOLITION & EROSION CONTROL FLAN E2284-4 JM 7-10-03 fit►go JM ec �: E2284-4.1 X892 /P � � >� FOR: ELITE CARE FACILITY '" M 30 ���,N� 3737 S.E. 8TH AVE., PORTLAND, OR. 97202 12345 S. W. GRANT ST., TIGARD rf4,, �� PHONE. (503) 235--8795 ci '�L.MI�'' FAX: (503) 233-7889 WASHINGTON COUNTY, OREGON EXPIRES 112/31/2006 PLOT DATE: 1-9-06 ZTEC CAD FILE: E22844C1.DWG --......w*K+'q. 11"nX.1R!iK ''.r:.W+vRn!!�Ff.'tlD!tf;! h... '•w'+1'�'.np ,y.+4.�YaF n,y.: .. +1? -,.r}Y o....7 1"°•°'.e' '.;"^7»n+a,Nn. r: .:. .:,,. -:.N .:.a;+,, u. _.a.r...ss+Cu-. "o,c Y;.'YCNi!'r! f`l"r �'I �l T1T f T� 1�1 �T i�i !1i t C ITT l�i T'(T T 34 I !� 11111111 8 _ 9 10 11 ._ ,12 J N0.36 • �-,.•,�� ,. ,i, r � j . p r i 4 k - •+:.... ,......-•....... ..c.,:...m:.sem•.....,....,........_.-..v.. s.. : .. ..a.,- ., ,....... . ...,. ... +,.riY+. » - ......,. .Wo-..-...+e.r.. ..r.Qty..!-.ems..+eNs,...-..Nur• :...: ,-,: ... .. +•r.:a.- � r..+a:w«+:w..n..w!...Ir .rrAN. .:o..r...r+ll.ra•.+nN+•,...• i�' ww-•d'f11 " ,rcun,.._ __...._...._..._-._ .. ..- I .. ._ .. .. _ ..._ _. .r.. .a .va. ......_...--,-_,.. ....y-. 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HOLDING RIM 15113 � TANK/VAULT i INV. 14270 � ;�1T � / (g A ( \ �,.__� / / -----_� \ ,��, 148 " ip � / "0 / » — l SA— — SA A SA — SA / — - •- - -- - --- ---- --- - - - - -- -- - r lo .11 » I r x8 �? \ 12"M 75 36"A Ii� " 10 AS � I \ / (2 A A* Ji11-1` 12"0RIM �» \hti .� 48 i SANITARY W r 1 ����- , ��� TEST PIT 12 RMA 154.13 / 1 / �14� `' 1 - I.E. 143.0 T.L. 2103 + `� ` � ' __"•- Kx" �s0 6" PIPE 1131111 w- C.B. RIM 18"C 1 � + 12» I.E. (-4.1) aEV. 154.0 / 100 Mt FLOOD ELEVATION 18"F N EXIST. CATCH BASIN �' + RIM 155.16 .` ,R. ••r. 18"F �� 26 P/ / 8" IMV. IN 153.71 (W) \ 1 STORM FILTER CATCH BASIN 8" INV. OUT 153.46 (N) RIM 154.75. 20"C et` '� O2 FUTURE PERIMETER WALL FOR DETALS. SEE BULDW PIANS. 171 .'r i zo"sc � i •�� � T.L. 1601 T.L. 1900 i� GRAPHIC SCALE 30 10 70 so tm T.L. 1800 / STORM M.H. RIM 157.8 INV. 154.55 " \ ! 11a�h 80 tt `\ , CATCH RIM 1 ' 3'/ >sYif 1< ON By APPROM DAT! .. 7— `�N ^ 001=1 JHH 11-17-9 SITE GRADING PLAN Cts —?84-4 v_ CITY OF TIGARD kZVIEW ,M 7-10-03 � �a EF � JM ec � REV= BULM PLAN ,y 1-¢ 9d92 'P 05 ' " - 30' OR. 97202 ' ,, 3737 S.E. 8TH AVE., PORTLAND, , FOR: ELITE CARE FACILITY • PHONE: (503) 235-8795 12345 S. W. GRANT ST. , TIGARD C2 A*L.M% FARC: (503) 233-7889 WASHINGTON COUNTY, OREGON o l �L EXPIRES 12/31/2006 PLOT DATE: 1-9-06 ZTEC CAD FILE: E22844C1.DWG �e*wwtz-,'>,� sy sa" - F ! k'�► �M4g°FaT'. fi�b, -" ,. T•'M.,vRk...(w .j� ^H`^' ..,., „ , ... ... _r,:...-sq'vk?i^a:t. elgyittF'� 'fA":�5:'wkU' rry�•iY `r.t yrJf r , • 'kJr!WYIt'IL.!M�M. .:-r.MnA'7',:;ti. ..,......•:..:-- - '_..?.^!?!'R*R'.:. ,. ,. _-. ..... .... _ ._ _..... , -. ..__..... _ _ _ - ... ,. •, r`Pl,,..> .., .. .,r "%I'� .... .y , N4. r_TTrTr ( 1 srT � �I1rrr�ir � �Jll11lirrrlr�ililriilliril�llrrlrir !llrrllll� " ._ : _ _ ►, � """""' - � � • I 1 � 4 9 10 11 ,1� I i ! I 8 � � . � No. 38 O 8 E ? T t 8 9 f M L w '� _ . .._ Illilllll +► • N ^,.^ •.- .w,..rw...+in,... ,+.....w.,...«•.n._....►.....:.,.r,,..-s..rsrr«.m,.,.....m...+....wus......... .-.w.:_......+.+wa-c,- .. ..s,... .!w.. R.,-,..,e. Ns+ '^r..•w.+w.r.r•.' rwe...+r..-.....r .sC.,-...,.+• a+.e^.A;m Amrwv.rar...'« 4tsrr► Yr..ww« u_.-,9r..r._.v. w+..-.rill„*w.aa.. •....a,:+r++wnlr.wM.dR .. - .., ., - - - - _. ..,•r wrYH•A,rs Y.^'r•. . iwr ewaiMW w• tL:.t... . . _ .. .r. IMra.w.` ...,w.r...iaa.wy.....a...•.w.urwrTrb MfaMtlM+ncx.r#MW /u»-c .. ;nrw-. ' - '--.-. . __.._._..._....._..-.. :...Y11.... ..,. .. . .:,._atrra•e .w-aen.v-r.:..r.... .. rr-. ....- s^.MR'a>r... :..,.n4N..cAPtr+ac .,.ardkic.Mw*.w., _ -_- —_ - -. .. .. ... _. r e: k� ,i , r f'{ IL V / 5111 Nil �14 6 Oe ��/oo'1- %1% , , 148 LEGEND: - �—=' —_ __! / PIT 12' \ _ TEST L 146 ON-SIZE CONf2sElE /� ./ ♦ _~ SKIM/M*VAY T.L. 2103 '-- � /50 , . Pueuc RIGHT OF WAY � \ WETLAND coma" SSJEwAU(AN*wAY I � h \ i '�--- l.._.� A.C. PAWM NT ` 00 0000 --- 18"C ELI 154.0 _� ` • • • - ••� • •• '• • '• • . z 100 YR. FLOOD ELEVATION 19 . . / 9 1 7. -5 . m' 1 .' ' ad cY1 f •„ » N 1 STORM FIL10 PROP06ED ^ 18 F ' CATCH II1SN PERMIEIER WALL .R / RIM 154.7.2 �'' ` . .1. S' •'• �! . i c C. �. O MAINTAIN LANDSCAPING 7 ^ CLEAR FROM BACK OF QW. ^ • • C 1810F 26"P III Li ONLY. ,� to ' • b •1 �• •aayy �'• • '�' :9t'. �3 INSTALL *CEL S 3 !MSTALL BIKE RACK. • 7 20"C 5 / S o NSTALL DIRECTKMAL SIGN M RACK BIKE RACKS ON STI SIGN POST. ,r /' 6 , / BLDG. 2 4 . . / �6 4' HGH w U WITH LIGHTED F.F. 157.5 / SIGNS Z / / 70 STORM FILTER BASINW / I MCAYC 54.75 4' HIGH WALL 4' HIGH CYCLONE FENCE CONIC. SIDEWALK MATICHNG A.C. 4 r 4� r i •• PAVEMENT GRADE ACROSS BLDG. 1,, , ,, ':1► BLUING FRONTAGE F.F. 157.5 ,r j` // � � ,C 11 INSTALL CONCRETE RETAINING; 1 a 1T.L. 16 01 WALL 1 TO 3 HO. NO FILL rr I / BELOW EXIS11t1G ELEVA110N g / 1s4.n as a�� XON •� // 12 MW PFAlIE1ER WALL. FOR a WillSEE81,111 IG PLANS T.L. 1900 QA / �} 12 / T.L. 1800 / c 8" EXPOSURE PLATE 1/4"x6"x0'-6" W/ 3/43" EXP. BOLTS ` ON OPPOSITE CORNERS \/ .!o�;a •?o e�a e .. •. � •.:\ / oO o OO G1 •.• •••,• n 0 0 0 GRAPHIC SCALE 0 0 - °0 ° 4 - - ! N ! N N \ \ 1-1/2' CL 'C' A.C. 16" CONCRETE ( w t/!e!!' ) 1-1/2" CL. W A.C. CURB 1 We& 20 R 2" - 3/4'-0 CR. ROC!( 2" DIA. STD. PIPE 1-1/2"-0 at. ROCK CUMPAC70 BASE BIKE RACK DETAIL STANDARD CURB & ON—SITE I =I -o PAVEMENT SECTION N.T.S. s � un f JHH 1-17-9 SUPPLEMENTAL GRADING DETAIL_ � E2284-4 ,3 SUP : A (CITY OF TIGARD REVIEW im 7-10-03 '40 JM 1C220' m REr !� euu>Ma PLM ,m 1-d-oe � � FOR. ELITE CARE FACILITY . cimum 3737 S.E. 8TH AVE., PORTLAND, 0R. 97202 12345 S. W. GRANT ST., TIGARD � � PHONE: (503) 235-8795 C2A ' ` `'"'1 503 FAX: 233-7889 WASHINGTON COUNTY, OREGON ix C ) EXPIRES 12/31 X2006 PLOT DATE: 1-6-06 ZTEC CAD FILE: E22844C1.DWG e , � TTl r ! 1C"11" riT 'T TT I1 T T ll1TItTIrItTTI 1 iTTII1TIIIIIII , • I jvTqTjIj-I j r (� i l I ( i ( 1 1 r r +'1'1' T� 1�( T� I I I I T ( T l�j �� f J 1III j 11111-1111f ;iI � 112 I 11 _ .1 iF �I a4 , . ._ 11iiu luluil uullul uull�il�l��u i uluull�l . ..,.:. ' '/ •. � ,_ -.w - ! M"r" -:tri. .. ... +ii.i..an . ' ,..ascyr..+.an.•s,+e+a.,y.•y...y,..u"I+.;.. ...—. . .....;Rte. ...c ...:.::, u+,1w,Yii/..a.., ,an...o•.aMMY.1i.., a•.W.,M.-"_•b.'NI:iM '411+'MMISR' ul/1•w..Y �.•Ww.••If..- w...Mnru.+nY.•w4aw....n...r.....-+.+.•w••.. .V.n+.+r.+rC.rM+ ,•w..++.w. rn.a....i.s!M1w.•-..w•.c.rnw-...».... —•a.ts... ....a.riYer..l4IMa...Iv.d•-w. ..mitis.J•db...r111YMrwMw....--e...n...•..fr++..tAlsAt.o..11l..s.wfrwr.,new. lll+.i..wM+-.•w..ar..1AIrRvw.++...eei..n..r+++..•r...af-.Mr.•,...R-.u: Ir.Y..•1!'-:+IMaf]Q•w1u.. 'rvrl.r.M`s.asM='+CR2iV.Jra-.• w.. ,.,. .., .-p.w.rF9...v!v:xtrn^YAWYd.a...- - — „- , ,-,„ • ”. •'. .-.«.NILP'"R', + ..r`ri'•"•Y '."•' ''.!' •.+ '1:1MI,!o<IVW.iC:M.•ebJl•N•.:K, '4+•N/ :7' _ - Q ' r.. r;. 148 SAN. .H. \ \� ` � 10" i FAcpftMAro "p RIM I .37 �\� - - � 6•P/ � CHAN .- -- - - - - J ` 1 I P / \ BRIDGE 5 / 6X1NI \ CHANNEL FANW 16"M \ .. 101 �/--� ���\ 10"ASH 16" I 14"M / 10"0 18"M10"0 101 s \ V8-(3)M i ,p (j ✓ BRIDGE/ \ 8"(6 N "UNK a14"(2)A \\ 12"0 (5)4" 1 6"UNK 6"MI 1 1 • �+t' t \ \� 8-(2)HAW "(2)0 / 8"(14 W // / 16"M 4" / LARGE SANITARY SAN. N.H. HOLDNIO RIM 152.13 TAAULT / INV. 142.70 r �T / (g q I NK SA -SA A SA 10"A � � I 8 'r/�• � L 36" �/ 06"0/ //9� //ice/ i i �1A // i �'� ,.p S �� ' � / /(•�1 �`y�'\aQ / t Y/' G f� //•��, / 12°0 (O A r RN / �• hry / + 148f SANITARY MH \ ,- TEST R p 12 / 3} RMI 154.13 \ - ly I.E. 143.4 T.L. 2103 6" PIPE "3`$ / O1 STORM CO. O9 80' OF TRENCH N 100 YR. FLOOD \ -- y' RM 1530 PLAIN AREA REQUIRES 40. C.Y. 10• LE 150.25 EXCAVATION. EXCAVATED MATERIAL .01 CS TO BE BAOffLIED N TRENCH 3 10 r O2 PMWTION ckmm M.H. AFTER PIPE NSTAIUIIWN. NO ETEV. 1560 18"C /)"J / 1Y I.E. (-4.1) RIM 1553 CHANGE N SURFACE ELEVATION N 8� 100 Y0. FL000 EIEVAIIOM i W LE N 151.59 FLOOD PIAN AREA. RESEED ALL Q 10• LE 151.39 DISTURBED ARE& r - `♦ '� / O3 smw FILTER CATCH BASH 10 CAI EXCAVATE NEAR IB"F , RN 154.75 DEW TREE TO REMAIN. /" , V :q. �� 0 •\ / '; 8" LE N 153.25 PROTECT ROOTS. EXIST. CATCH BASINNTH ar LE 15Z45 11 0, BlRD91C we SERVICE. RIM IS5.18 " e 18"F 26"P 4 C.O. COORDINATE LOCATION 8" INV. IN 153.71 (W) SAN./ O 8" INV. OUT 153.46 (N) 7 R4 158.0 PLUMING PI 20 C x. / 8" LE 1Z 151.8 2" DOMESTIC KAIER METER N ,c O SAN. C.O. METER BOK RN 157.85 13 2" DOUNE CHECK BACIFT.ON / 8" LE 15235 PREVOIIER N BOX W / © SAN. CO. . ;.:.:; / AN 158.85 / �r Va r LE 153.35 Y / � O STORIA to. RIM 157.1Or LE 154.70 11 20'S0 / CONNECT TO BULomG STORM �.{1�A1't/ / T.L. 1801 DRAIN COLLECTION SYSTEM O STORY C.O. T.L. 1900 �" 13 4• �� // ram/ 6' 15&8 5 / CONNECT TO MADING STORM DRAW Cd1ECTION SYSTEM 12 /// / GRAPHIC SCALE \' T.L. ISM �' / �e u 10 m ,\ STORM M.H. RI'A 157.8 / \ \ INV. 154.55 1! ) 1 �� 1 inch . 30!b K CATCH B ,;: �� PP JHH „ 7-9 ZTec ENGINMERS, IMG. �„� E2284-4 STORM & UTILITIES PLAN CITY OF TIGARD REVIE'N ,N 7-10-03 �G1Nff .. Km BIRDIW PIAN � 9692 JM E2284-4.1 Jr 1N FOR: ELITE CARE FACILITY �4 3737 S.E. EPHONE: (503)0235-N8790R. 97202 12345 S. W. GRANT ST., TIGARD SN +�L•H, FAX: (503) 233-7889 WASHINGTON COUNTY, OREGON 9 « C3 EXPIRES 12 31 2006 PLOT DATE: 1-9-06 ZTEC CAD FILE: E22844C1.DWG .: Pll]TI 1111g1 i�1I1l111Illl,l3 •' `= �' w",(arMNn+.iM6".w6RhMnAEfMM'rn+pa" •,w+eQ,StR, , t 9J 10 I1 I . ,12 •-LW 1WI111 I lllllWl T I �llll ll ° ° - c �II 1. f k i� ,al � z-t 9 +t+ w 170 - ---- - - -- 170 SET NEW CURB OL TIER FRONT OF GUTTER X MATCH DOMA.C. PAW WDIT 18.5' NORTH OF CA I Lat LEGEND: 165 165 PROPOSED SIDEWALK/DRIVEWAY 1 PROPOSED A.C. PAVING - STREET `r ?, 160 - — ----- `4 — SL -206>r r 160 EAST. c/� ROAD a � TOP OF CURB GENERAL„ NOTES: 155 — -- - - I \ -- - 155 1. ALL CONSTRIUCTKII IN RIGHT-CSF-WAY TO rl CITY OF TIGARD STANDARDS. A I 2. CONTRACTOR TO PROVIDE TRAFFIC lOr• Lix CONTROL PLAN TO CITY PRIOR rO CONS71RUCT14II. 150 - 4+36. 32' LT. u - L 3 150 3. N07 FY CITY 06KCMR (639-4171) 24 Sym ca RIM 53.0 4+89, 19' LT. HOURS BEFORE STARTING ANY PUBLIC 10. LE 150.93 CG2 INLET 5+19, 19' LT. wow RN 154.10 EXIST. INLET 4. PRE-LOCATION10' IE150.65 RMI 154.2 145 OF 145 �-- . .-_ 1 E. N 1.%5 ` L 4XRGROIIM� UUM IN REQUIRED 12' I.E. OUT 1 i RIOR 70 OONSIRUC7KUN WORK. 50 4 PVC C90U DATM 7i ,C CONME 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 f MIN. 3/4”-0 CPL ROCK 00WA`TOGRADE CA R.oI PROFILE � GRANT ST. d �� — SCALE: 1=30' HORIZ 20. =5' VERT. r ___ , � Q i ® Ac VARIES 9 TO 18.5 DOM A.Q Ol STA. 1+00, IOLl. TO 2+40, 10 LT. OS STA. 4+89, 19' LT 10 INSTALL 6' PVC ASTM D3034 14 4+35, 22' RT. 18 STA. 3+38, 24' LT. STA. 0+96, 10 LT. TO O 2+90, 12' RT. ® INSTALL 6x4 MJxFL TEE NINTH 4' TO REMIAN SAINCUT EAST1NG A.C. 12' A.C. FROM EDGE INSTALL CG-2 INLET SDR35 30' LF. AT 9A SLOPE. NST SHALLOW STORM M.H. ON EXISTING WATER SERVICE TO 2+00, 20' LT. INSTALL A.C. CUT IN i; MJxFL IEE WI7H Ac FLxMJ GATE VALVE. ?•� SANICUT EDGE AND MATCH NEW PAVING. RIM 154.10 DOSTING%150�.64 BE ABANDONED. AT A TAPER. LONG PATTERN SOLID 2;5 - -- '- - � 10' LE. 150.65 11 STA. 3+00, 31' LT. RIM 154. T USED CONTRACTOR TO SIEVE AND 6' FLxMJ GATE Ac ® INSTALL 4-AO• KENO. __ - - - - -- - - -- y STA. 2+40, 10' LT. TO 6+60, 20' LT INSTALL 6' SAN. C.O. ON LN�E. IT I.E. ICOORDINATE NTH CITY OF O EXISTING UTIl1TY POLE MATH AA �ALVE. • � � :•.. :•r.. . •• REMOVE EXISTING EXTRUDED CONCRETE 60 STA. 5+19, 19 LT PLUG FOR FUTURE EXTENSION 12' I.E. VERIFY TIGARD WATER DEPT. COBRA HEAD LUMINAIRE. 31 INSTALL 4 PLUG WITH TEMPORARY PROPOSED SECTION CURB. SAWCUT A.C. AND INSTALL 160 STb EXISTING INLET TO REMAIN ON-SITE PRIOR TO CONSTRUCTION) DEVELOPER TO BE INVOICED. � INSTALL a MJxTAPPED 2• BLMDF'F. SEE FUTURE BUILDING 2• - CL 'C' A.C. CONCRETE CUP.8 OR INSTALL NEW PAVEMENT RIM 154.2 RIM 156.0 AB 19 23 EASTING SPEED BUMP TO AAATE PLANS FOR DETAILS OF FIRE TT f - C2.. V A.C. AND STB 16• CONCRETE CURB AS DIRECTED 12• I.E. 150.4 STA. 4+00, 22' LT. REMAIN. SPRINKLER SYSTEM, BAC*LU T AA 6 I.E. 151.8 05 4+35, �� 12' - 2"'-0 CR ROCK O STA. 6+00, 20' LT 12 STA. 2+90 3:3/4"-0 CIL ROCK AA BY CITY INSPECTOR. ST 10• D.I. STORM LINE AT 0.5% ElaSp 7ING UTILITY POLE, � 27 INSTALL r MJ CATE VALVE PREVENTION, AND FIRE DEPT..W CURB CONSTRUCT SIDEWALK 5 24 f MN. CALIPER ROCKY MIN. NWCTION LOCATIONS. � 7 -4 N56' AA COMPACTED SUBGtADE 3 STA. 3+11, 20' LT. INSTALL 18' NROE COMMERCIAL INSTALL 6' D.I. B NOT USED CLEAR AROUND POLE. POLE GLOW MAPLE S1REE'T TREE AND F.H.FSH. ASSEMBLY. Q REMOVE T T 4' DRIVEWAY. TO BE 7 MIN. FROM FACE AT 20' O.C. 28 32 4• FIRE SPRINKLER SERVICE FOR EXISTING CULVERT AND INSTALL 2 Q RESTRAIN ALL. JCIINI& 16 STA. 4+35, 32' LT. 20 OF CURB. RELOCATE � � PLUG � ABANDON O WPICaAI, SECTION AA WIDE COMMERCIAL DRIVEWAY. 8 STA. 6+8 2!Y LT. 13 INSTALL WATER METER BOX BEHN�A INSTALL STORM C.O. E)OSTIIc 6w OUTLET AND FUNS 29 TO 31 . AIN ALL ^ p z O RMI 153.0 SCUPPER. 1 `J STA. 2+03, 18' LT MATCH EXISTING CURB AND SIDEWALK FOR FUTURE WATER IT I.E. 150.93 BA IN STALL TYPE RRRICADE DOSTING UTILITY POLE WITH ANCHOR TO BE SIDEWALK AT BRIDGE. METER INSTALLATION. SEE C3 FOR PLUG NO FOR FUTURE CONNECTO INSTALL END OF E11SIDEWALK. RELOCATED TO aEAR NEW CURB AND METER DETAILS. •O SITE DRAINAGE SYSTEM. PAVING, CONSTRUCT SIDEWALK WITH MIN. 5' Q STA. 3+00, 1' LT.MM SMVALK AROUND POLE. M COBRA HEAD LLNiONAIINSTALL INSTALL 6w SANITARY SEWER 17 OVERLAY A.C. TRMISI710N TO MATCH SERVICE TAP ON DOSANG 8' NEW DRIVEWAY. 25' MOUNTING' HEIGHT ON RELOCATED POLE. CONCRETE RETE SEWER �,c'' � �� � �' ,� — 0 6• LE 151.2 (FEW VEf"EY AT TIME �` � `Na � � � 144 � �t � - � OF CONSTRUCTION) _ 6 17 2t7 � � r �� I CURB CURVE DATA: - -('' ,\ 116 '� i�tI IOU I `Q R - 100 ?O � - .• � 7+60.59 L 11.67 _ — _ ►-a• CH . N3tU'32b6'E 2t i 31 2G I� �✓✓ 7+00e'+ 32 • /t"' ��\ 18 11.46' 20 7 \ 10 1 6+00 �-�0Z r 2 ; ; .! _-►- - - - ST . - ••• ��� - � , ,� � � - � �` S R �I. GAN --� 0 J' 4 � �\� 3+00 9 T11- W5506 .I. --- - ------�-W W W �._ - ST x ST Iso` �G _ - - L - - - - - - -- - - - - - - - - --ST ST - - _ - _ - - _ _ _ . - -oA - - - - - - - •- - �,�� -•�� 5 1 2 152 22 j+23 < < �` GRAPHIC SCA"E ExISTNc �' I 25 2 3 SAN. M.H. 30 to a w ao I RMI 154122 NOTES: 24 2 ?21 I.E. 150.42 ELEVATIONS ARE ARE TO U.S.G.S. DATUM. BASED ON GEODETIC J MONLArENT. BRASS CAP STAMPED `TIGARD 1946" ON THE I' >RL"I" tL WEST SAE OF BIWGE. ELEV. = 154.40' PLAN ' inchh� CASL FILE N0. CUP2000--00003 etre By APPROTO n.,I imm BY suRnm -" .. _H A OTY OF TIGARD REVIEW ,� 7-10.03 " GIN f JH11-17-9 PLAN & PROFILE - GRANT ST. E2.284-4 961i� �'P JM ec .:-770: E:2284-4.1 ��CC'' a r • STORM SERVICE ,� 7-15-03 FOR: ELITE CARE FACILITY �' 30 CHANGE WATER SERVICE ,� 7.26.03 oR 3737 S.E. 8TH AVE., PORTLAND, OR. 202 TI GAR I) > x14'1 PHONE: (503) 235-8795 12345 S. W. GRANT ST. , ' C4 L•M10'0`'' FAX: (503) 233-7889 WASHINGTON COUNTY , OREGON co of I EXPIRES 12/31/2006 PLOT DATE: 1-9-06 ITEC CAD FILE: E22844C1.DWG R. , , wrnh`•�}t'�F "1+rY�'c•Www,?.i'lNRMY4��M'MryM�Rfryr�c.r-Mr�T,ay.P.»^+.?kan«elf - a ,.:: . . ,M'h'�a.''>., .. kx.. .... . wA..• _ .� - .°dll�,x r ° rr. t7r;t !i"u� � '�,+�'�. ��•'�'d:�' f;?�P� •,'`�'M+h'#'. r4%`�7F' 'i •t«a•:wprt ae n � ew tF, �37`"t'- �+�+•: .:fir, � '4bN!?,. � :crw + 11 fi I T T T11 f 1T( 1"Y 1 T I T1 T f TT T 1 1 I [I] 1 I7' 3 �'4 P 10 12 i I I I J 11 1 lull � _ lllllll WIU ll �11 IJ lllllllll • '. • ` r J - • ... ... .._l•a.^.+Tri►•..,,-..wr.r.,w+w.Nw-..,..nr.-w..v.sa..+++..+..l...s..+-..-.•iw...+w.C'!•+►rr-..�Wlur.-r.�1.1•rr.wa4.++smr.;,_.ww r• r �� so i r.rs.,.ores.-srra+r+w•..�rirrr.,+w.w..-.• ..S.:Qae.-S-+_' _-w.Nw+11.M+• 3+...m..u,...e.. ..ie-•r.!!1`.:-helil:..rrLL:. -.ora. .+�:.s•+Ah.+w..♦ar.•.....wn..,... -.. wn,.. w..a.•+w......:wiwr�r.ry--nrt ..:,.._..a....w .r -Ml.r. -e-" nG...c" .-^L•w -.haft!+•16.F^...:.e.v►'•w.ana::twtsr'+rC.te..-LA_xr+mrrr.ww. _n..r.:,iMy!'f.7r: ^A. . a ;..:..-.,; «:--v•ar.naeewyr. �..,,�'M+�T•�MMw�ys•:k.:.;a�r<,:.+rvn.meew,..�. s^r.��zr,+w.. .:. ._. .. - ...;.a... .. _ <.. 3%r .... e.. -•�. ,f - '►"-?..: .wc _•�.: ...rc..,...-...._. ,,,�.... .a..i.,_.:u...+�••v.o....-.,ensr.err:w,.wcv..�1+,asa .. _.-...,..c•^�w+a.w,r.x. ....,e�•e.�.-.w.._-`- _,....+.rr+o,»x. .o...Maa.ve<,,ncart+rc�reK..-.,..m.a.•« ....K•►•-.a�,a.• .. a: 1. v i 1 A f 2a SIDtWALK ADJACENT TO CURB MAIM WIDTH 4& ORA .-�r_�- WPANM IS- CAST WMW1 o i"SIMS. VALVE i]Ra 910 A 4M AN1 R/W LINE �...`-8' MNL Q /KIR 6 EXISTING PAIIENENT C'G OUT REPAIR /-SAW CUT OR GRINDING XL mPlI&BREAK FLANGE 440 SIDEVAIJC RE WM 4 1R• y pN - - - - MLI _�.5_Ml.X V SEE NOTE 3 ?y^. SEE _t �i 0h �" r WN EE NOTE 2 NOTE J �d r OF ]/�-6' eASEINIdf o.,:,o,o a..:,u e 1l%2'- 4' DRAIN A[1 �. -'ll o u a A, TAR PAPER ODIST I 1 °OEW"lLK I CO►AL'Im �1001100[ o0 00 /0. 5 0 o0.op0:o IGGREGA,E BASEROCK PT I �# 6- DULTD-E IRON PIPE RESTRAIN ALL JOINTS V/ .? �T} A - 1 COMPACTED SUBCRAE I r 'FIELD LIR' OR EQUAL GASKETS J I e• I W yAX I e• I -III--III- I --- -- r• LC YN T SIDEWALK ADJACENT TO CURB -. , r 6- NEGALUG RETAINER � ' PL& I - III 1 "DMI LOCAL STREETS: CONCRETE PIER GLAND (ESM IRQ° 6' GVTE VAL I -+i r AC - 8• CLASS -C' ASPHALTIC CONCRETE. ;2� �■1 BLOB( FLG x M.J. I ROAD .` .:., • AS - 4- 0-1/2* - 0-) AGGREGATE BASEROCK O O ^� SIDEWALK WITH PLANTER 2•G' KJ x 6• FLG TEE 3/4' y _ - OR ! �} 2% 7 Y OF ]/4'-0' eASD10df AC - B' CLASS -C' ASPHALTIC CONCRETE STRIP AT CU?B eIIIEET SIDEWALKFLANGE . :. * e' COLPACTID 90GRADE MINOR COLLECTOR STREETS: OngN�I SNu SIM SIM MDL WEAK 2�'' Gfaw KAK SIDEWAIJC AWAY FROM CURL AC - T' ASPMALRC CONCRETE, .� . SECTION A-A (3/4 COIFACTEDNOTES All - 4' (1-1/2' - 0') AGGREGATE BASEROCN NOTE 6' X r 10 GA MESH OR L NMME1°10 E 1�1 IBBl1R®NOOK k1E,(a ARO lSIM)F 11l°1 SEE NOTE NG 4 L � E 3000 P.SN. AFTER 20 DAYS, 6 SACK MDL A1RP RA.MO[ YD]MITE 11/Y IBDANM 0149161111111 EIS.OBI NBT WE lE OF W r + AC - 9' CLASS 'C- ASPHALTIC CONCRETE A. GIBE AIOMTIRI EN NOTES 2. PANEL, to °E 8 FEET LONG TS: MAJOR COLLECTOR STREEI 1111)<¢EAT 04 S EXPANMM JOINO To PLACED AT SIDES OF DRIVEWAY APPROACES. AC - 9' CLASS -C' ASPHALTIC CONCRETE, 1RKOI IOAIAA11O1 6 EAlla BED TTP 1. CONOETE COIPIIF39iE SToENG7!! :WNML E A INRIINM OF 3000 P9 AF'1ER 2b DAYS UTILITY VALA-A, WHEELCHAIR RAMPS. A AT SPACING NOT TO DrEED 48 FEET. AB - 4' (I-1/2- - 0') AGGREGATE BASEROCK SIUMI A w los E MET7 OE.E WAM F. ll ow I SN V IBIS L CMB AW SHALL BE TROWELED MITH A MN 1/2' RAWn ALONG BACK OF CURL Q MATQFL mom IIEFA1)6 4 FOR SIDEWALKJIMT SEDIIT 'm SHE CAL AND TROSE AT THE SAIF 1A As THE It WE"am A E Bg01@L ] EXPANSION AT CONTRACTION JOINTS ERNS. BE 1 PREIIOL1)FD ASPHALT FIPIEOIAIFn CX10. 111E JCIINT eEITmN 71EA/ SHALL E A TROWElID JOINT S1H A )NIL I/2' RAdUIb. NOTES ] MRLWML6 T E PITMO NEO 11-137 $WTY MIDIS OR M ALI/LAI MWD® MATERIAL Olt EQUAL EXIENDW FROM SUBORADE TO IRISH GRADE 6. SIDEWALK SHALL HA\E A ►MMM fl ICKNEW OF ° INCHES F MOUNTABLE 1. SURFACING eV'; JE"FE IISBWL CGS 13 UISED OR I SIDEWALK IS NTOXIM AS P0R11ON OF DRMWAY. 1. ,GIA A E TAL1f AIO RATIO®. S Nl f 10 E MIWS 1E MO An& 4, S' X e' 10 OA MESH REQUI ED POR COMIEIIdK OIBYEMiAYS ONLY. OTHE RLg SIDEWALK SMALL HAVE A MNWM TF°OOESS E 4 NOES. t AfFMLT PLACID) N MAX 0 LITS FAM DOMPACIm lO 92% MN 1. JOINTSTO E ACK AREAS SHALL Ct11P1.Y WI1 . TREES CUT STANDARD CRANING. 2 JOINTS ro E TACK AND SANDED. S IOE�>'r eIEB LY N'EMRL L F SMUT 10 TSEE BEIM POB3TAE'M1 A E MVM 8. Wla4 SDCKOUTS N CLASS SMALL SE EXTENDED TO BACK lF liOEWALI( WXM Y ] MITCVt MNML E TAC WAtm tI1N SWRARAIE Ate1WT OM1101L ] 9AWWT SHALL E TACE WALED NTH BIRASKMS ASPHALT E1111LSON. 7. IMM M 10 E R Aoov. E,TH Vg4'Al D WASIS Wa NO IS As MWAIXBI Q COMMERCIAL DRIVEWAY THIS PRDJECT PLASTIC PPE AT 219 SCFE CONTRACTION JOINT TO RE PLACED OVER PPE L UM EMINI!EBL NN E PJrm AT MOWN tWWb ' wr r. x.sxs wi Mo scA1L ..rr�w MD.CML wr r. ,Al rrF e w.ur /\ 77-`--m- uF• r. ou1Mu Mo xw[ / .4YF N r. oulw ®ea.00 MrwlMr A4YFiM r. o owf PAVEMENT DKi-OUT ®oror Mrrrrt Pawn r. aKw TRENCH ow w FIRE HYDRANT oN1 Mo msM mr,lon --.Y STANDARD onc. ra. / \,O1'm°10Z=W =.,,...� - CONCRETE na. Aa �...x... ..+7 o•A Ma ��.+.�.,. ....� yMONBI . W., ,Nr INSTALLATION 542 ' :.a ,4■ DRIVEWAY 142 van M1AO ,r1• SIDEWALK 120 MYPTSAP M,a IN. enYv.M. tid 7�' AND REPAIR 182 A Aex ,.. 1 BQ 0111' 1�1M w' c w IMN le BEHIND SIDEWALK OR NNW CFTB WHEN NO SOEVALK MPIPE�/DRQ " !aOUPm =34 - Y MDL CONCRETE SDEWAI.X CO I WIDTH AS r On 3mm ON HIM 1 1/E WATER METER ROAD r BATTER r r R - l� 6' / u, A A e' 1]Ad PLANS n PLAN SEE POS SLPPORTTDETAAf/ 4 ;1 EDf .. '•I� �\�E�E.R � •.' � ` - .. ..YAK r 1' UNION EACH ABOLE CHECK1• - • - . EQUAL SPACING IN HS_G X COIPIRSSDN ANGLE VALVE ASSEMBLY BASE COURSES °m IP STCF7.T'S 1 1/2 ' APPLICATHIND ' O L MATERIALS, HJ X TEED 1PED \ 1r 1e' r TYPE 'K' H. FOR UK ALONG MIOAAMBI II GUTTERS Y BE REDUCED WITH PRO O E' X B' X w ''- W GLV. PERFOMTF9 S cTPrat PIPE / POST. 12' 1Y / 3. ° 2 1/r X 2 Ve X lr. Be GA GALV. PERFORA rll - r K e' K e• VA,TF ME117t U' 2 WNOEIE M HAVE A BREAKING STRENGTH OF 3OOD P.SL AFTER 2e DAYS. STEEL. STIFFNER POST. T t P ] EXPANSION JOINTS �� X O i ' ,•�. B S.4' X B S.4' X 36', 12 GA GALV, PERFORMEDo - MAIN LINE / A TO E PRK)MDFIk ° / - STEEL ANCHOR. r K r K r COPPER BDIDS / / O,AT EM21 PONT OF TAIIENC:Y OF THE OAS 1 i. i/ AS NEEDED J 4 :`• � COIR JOINT. LOC X 3 LER, R 5/w ED ALEX )EAB BOT T plliSllED ROCK BASE _ SIDE O LOCK WASHER, OR 5/16' LO8lR Dal. L r )OPT X CO PRESM CORP 4 AT EACH EMD OF DRIVEWAYS. ° 7/16' X II', GALVANIZED CARRIAGE WITH MT CSUPPLIED BY THE CIM ELEVATION N AT LOCATIONS NECESSARY ro LIMIT SPACING ro 48 FEEL LOCK V:SHEN, 2 BOLTS PER RAIL PER POST. ]S'-4Y 1 S MA7ELMAL ro E PRE-UDLOFD, ASPHALT NYPIEOIIATED, NON t�c1RUIDIMG. O r X V CROSSRAD.S-PAINTED WITH L -�^ WSEEMIIIER4 Mix SPECIFICATIONS WIN A THICKNESS OF 1/2 MCH. RED AND WHITE PAINT. / DEVICE SIZE BIO( TYPE 4. O _ NOTE 3/4' - 1' RR,iDl7 51419 SERIES OP OA. WAGING TO BE NOT MORE THAN 18 FEET. S SEE MANUAL OP IWOFON TRAFFIC D THE SHEET 1 1/2' - r CARSON 173°1) PLS_ OR EQUAL O FOR STREETS AND NIOIVAYS AND TIE IIREFAI SECTION A� L Cb4i FACT1R TO 1NSTriL1. MJ X TAPPED r TEES AT 90' Ag0.Ei TO FETE" I '--. S. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1 1/2 M04EL SUPPLEMENT. LDG1TIOit 1.INSTALL L LEVEL a BASE RIO( r-0 OR S//4'-Q, EOR COMPAQ"M BASE ROOK SHALL E 10 O 3F-t BARRICADES NOTES INSTALLATION SHOWN IS ONLY A SUGGESTION I I wSORADE OF STREET S7RUCTM OR 4' N DEPTH, WHICHEVER IS GREATER. 6C-6 BARRICADE DESMAI 2. CITE TO PERE R' TREAD BY COMPRESSION CORPORATION STOP M BE L Dl`.12L.E CIECIR TO SE LDCAIED 1)DTECTLY BEIQID VNTFR METER, 8. EQ--13 BARRICADE APPLICATION 7II _ INSTALLED BY COFT'VACTl1L CCONTRAC7Ot M TEST LAIN V/COPS DGTALL-EID. DRANAE NACKOUT - S' DAIETER MSTIC PIPE POST S PPORT DETALL 1- POST ERASE SES A CONCRETE t 2E' DEEP- 2. BRASS. STAINLESS. OR PLASTIC PLLM TO BE INSTALLED IN TEST A, r LD. PLASAJ PPE WN QOUNPLDG. 3. ALL MATERIALS AND E CURRENT STALL E INGRACE 3. CO TRACTOI TO HARK LUdLT1O1 1F COWS. WITH A 4X4 PAINTED K.IE. ACCORDANCE WITH 11TI IMS FOR STATE [F 2 111LSElt LM TO E STANDARD OR BETTER COCKS 6 SLOW OtO1111D INSTALLA77OL N. DRAINAGE RECESS 1M000H EXISTING CURBS SMALL E CONE ORXIAD Gt CURS STANDARD SPEI'ffIG71DA i7Fi MOIVAY COMNS CEDAR OR PRESSURE TREATED MATERIALS. -T1= LECATIM VBLL. 4. INSTALL ALL COPPER PIPE A F7'TTINGS FROM MAIN 70 METER SAW CUT YNRTICALLY Ir EACH SIDE OF DRAM AND REPOIRED TO FULL OEM OF O1Re. 3- FACE OF BOX TO BE MW NIH BAC( O' CUM. 3. DISTANCE FWIN SITTOI OP DEVICE M FINISH GRADE. FREEZE PROTECTION, C. DRAINAGE A:!Y!S THROLIOI NEW CURBS SHALL E MMACED A MFSIUM OF LC 4. BARRICADE FOR SIDEWALK IS SIMILAR, 4, MAX OF 4 MAILBOXES EVET0.Y SPACED IN EACH CLUSTER- SECTION B-LT AND CLEAKAM FOR TESTING AND REPAID ARE THE MAJOR CONSIERATION9 ADD A MAXkPJM OF ]0' FROM PROPERLOM ID , FOR ONSTALLATIOL S CURVE STALL E FILD FIT ! APPM D BY CT!. M,V9 R M.PO�' NIC ri'IlF �'��rn - -_ T-m >MA� IOIMIrI r. AOM) MC 9ME ®el.m.A esrm� .z7" 1oA� .oCnx r. CCNMA fcAl[ A41M1M r. Auour- elaorw Isrn,pr Aourw r. ruouA STREET oAo. xa O1�_m'D MAILBOX CAC NC. . ..� / num�0°O."�" °"�"�"� CURB 3 GUTTER °A0 "' .n... BARRICADE �>C"�° Mw ,..r At 2' t 1-1 2" oo. Aa. m r DOUBLE CHECK oAa q. a.na�. eno�u suwuw MAAaI tn. WATER SERVICE 521 a� Wig" lvacx ,Ne ASSEMBLY 530O�L'1. MMLN ,rN 126 Wn a twle NIIICII IrIA 1 g 2 1m 4F 1NA ' .,,.,... 172 OH'IF.IWO w.n.n. �;r I m 1 wwrw r. �w - waver rx �I ww°n�a � -- E2284-4 T ■ETy',•�r■�1y ° E2284-4.i en - RSWBEON m APPROVED 10- O(9, 2 JL; 1 1.17 9 Z i ec 'INFERS, INC. ,,,,, _ DETAILS _ : N.T.S. CITY (F 1NIARD "EVEN JY 7-10-07 1 N F C� 4• B8Q2 'P `C 3737 S.E. STH AVE., PORTLAND, OR. 97202 FOR: ELITE CARE FACILITY - OREGON. TIGARD PHONE: (503) 235-8795 WASHING ON COUNTY,S. W. GRANT 1 OREGON D� 1z Dl '17oL.M1FAX: (50.3) 233-7889 EXPIRES 12/31/2006 PLOT DATE: 1-9-06 ZTEC CAD FILE: \E22B44C1.DWG �irAwMRC"�IPMg11R+A•n _.. . . . v++.AM+�KWI®wor+•e�`/-nw,. rnn - - _.- . _ .. ...._.... _ .-_ _.. _ ..... ,. . .... .. . F . S - • � - . . •. .. O . ,x. � TIT r�i - TT(�T�I TI1 rl IT . .T SII rlf I PTI T TTT f _ .... --..-, T IIT rIr I�r III III I�I I� Ih I�I II�- iT tll ,� II III III III ITll�l III '. _ -- - - . ~ ta38C'• ' � t No.38 . 1WI1W111 WI I ��� IWIW u 9 c W �IIIIIIII , IWIll WWIIW ° • ....✓.n.r-r�-�- �„r.�+�.-+�T.r rv...w�-,-.-_..--. .__ - . _ n,.,.n. a. ..�v�..v -. --. .Y..-+E.�--..w�-_..w _ ._._ -.r�.u-.�W....•.r..�.�„- ��nu uWu:L,..nn.. . . . . _ . . _ -. 1 I �Y �a ti n EBQSIQN OL� NO-TEO; _�_ _.__ --- ------ MTER FABRIC A. APPROVAL OF IFAS EROSION, SEDIMENT AND POLLUTION CONIROL PLAN (ESPCP) DUES NOT CONSTITUTE AN � rC9 MATERIAL __ USE STITCHED LOOPS APPROVAL OF KNANENT ROADS OR "AGE DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES, T FILTER FABRIC MATERIAL _7 RESiRICToK CHANNELS, WIENTION FACILITIES, UTRITIM ETC...) z �0 WIDE �� OVER 2x2 POSTS THE IMPLEMENTANON OF THESE ESPCP PUma AND THE CONSTRUCTION, MANTENANC£, WtACEME.NT AND — WMADING OF THESE ESPCP FACILITIES IS INE RESP("iH�TY OF THE IWPWNT/CONTRACTOR UNTIL. ALL + � OONSIRUCTK�± IS COMPLETED AND AI'PRO4ED �.� 'AEGETATION/lAPOSCAPING IS ESTABLIS♦If'�. � C - N C THE B1 WARIES OF THE WARING LIIA15 SHOWN ON THIS PIJ64 SHALL BE CLEARLY RAGGED IN THE FILED PRIOR TO CONSTRUCTION. DURING THE "STRUM PERIM, NO DISTURBANCE BEYOND TTTE RAGGED • '� m CIENM LIMITS SMALL EE PERMITTED. R,E FLAGGING SHALE. BE MAINTAINED BY INE u APPLICANT/CONTRACTOR FOR THE DURATION OF CODS kolON. m SIDE_ASME D. THE tESIO FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONAOCTi01N WITH ALL CLEARIi(>•, AND GRADING ACTIVITIES, AND IS SUCH A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER INE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER STANDARDS. ca ANGLE ENDS OF FTL» caw�r_ FF. E FLOW DIRECTION E. THEE ES" FACILITES MOWN ON THS PLAN ARE MI E THE NI REQUIREMENTS FOR ANTI(WATED SITE CONDITIONS, 0"G MJRLXIM PERIOD, DEX ESPCP FA0JTIES SHALL BE 0 TO ASSURE SOIL/SEDSAEW IS TRAPPED ARROW (TYP) IM(PECTED STORM E� AND TO ENSURE THAT SEDIMEN I AIM) SEDIMENT LADEN WATER DOEAS S FOR LEAVE THE SITE. 1 J �( F. THE ESPCP FAMTIES SHALL BE NSPECIED DAILY BY THE APPUCANT/CONTRACTOR APD MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. ------ � � WINOS T0 WRAP POSTS C THE ESPCP FACILITES ON INACTIVE SITES SHALL BE NSPECTL-0 AND MAINTAINED A MINIMUM OF ONCE A lie MONTH OR WITHIN 24 HOE,IRS FOLLMG A STORM EVE141 SLOPE H. S10Jff.D CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND AT CORNER OR MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE RE QUIRt:D TO INSURE Q � PROPCRTr LIRE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 2ox2o POSTS W/ATTACH11) FABRIC I ALL PROJECTS NTH E*USED GROUND SURFACES ANTICIPATED BETWEEN OCTOBER 1 AND APRIL 30 MUST MP MEW APPLY SEEDING/ ULCHNG, OR 01HER TYPE OF COVETR, IMMEDIATELY M-U GROUND SURFACES AFE �y EXPOSED FROM GRADING/CLEARING OPERATIONS. d CONTRACTOR TO LOAD TRENCH EXCAVATION DIRECTLY INTO TRUCI(S FOR OFF SITE DISPOSAL IN TRACT W Ir PLEASURE AREA. K. CONTRAM TO SVIEEP SIREET IN CONSTRUCTION AREA DALY UURIIG CONSTRUCTION ACTIVITY. L CONTRACTOR M INSTALL A.C. PATCH ON TRENCH AF TU. BACKFILL COMPACIKIN IS COMPLETE. MAY BE USED SHORT TERM W/ UTIUTY WORK ,+Ho w/ PHASING OF DEVV OPMENT ?O' AAW (20' ft�P 1 F F.dAAkY frgtfES) - CATCH BASIN GRATE NP Z r^H AWA (Ar/PE77b) SICr f-Acr (517E SILT CATCHBA Ali DR,�I/N • .ti-, r , CATCH BASIN SUSPENSION COROS/RODS NTS J 4 % �i r .; oVERFLow MAXIHUAM FlL7ER SACKRAW nU MW 3 MOAM ,r or Dvnw �E A :V' AAII/" WDWN ztit . +krr. y FLOW 000011. 0'�,1, ��•- STD. CURB INSERT SACK ♦• FRONT VIEW GRAVEL C CJI N ENTRANCE OMM COkSMVCflOV ENMA4X {gyp RAR DRAMO E t#W So 7)10104 J SrAM%W CUfig * RAA ,_n PLA (21W,, 2�1 . 2- X27 1• Y� to REBAR FOR FA�la^ AAI9D snwTCATCH BASIN i BAG REMOVAL FLOW ER 2'x2'x3/4' RUBBBLACKS CONSTRUCTION ENTRANCE WOODEN CURB RAMP '`' EXPANSION RESTRNNT °"0N i0T101 STORM *Sir At7 MAMA s MR xvw A� " 001M S UN SUDGRAX PIPE ��� FIVER SACK �J SIN SFCYXW .x12 `' M 5rA4VAW C( W ~ y'}.t . SECTION A_A NOTE: SIDE VIEW RECESSED CURB INLET MUST BE BLOCKED WHEN DITCH INLET I USING FALTER FABRIC INLET SACKS. NTS SIZE OF FILTER FABRIC INLET SACK SCAU TO BE DETERMINED H3Y MANUFACTURER. 810RLTER BAGS TECHNICAL GUIDANCE HAP'DBOOK GRAVEL CONSTRUCTION ENTRANCE DRAWING NOT TO SCALE DotaN Drawing 4.L.A FILTER FABRIC T' A�IP�ORARY TECHNICAL GUIDANCE HANDBOOK INLET PROTECTION Detail Drawing 4.211 >I<r AFPROW= DATZ 11-17— DETAILS 222134-4 >nl[ >R!'vltetOK P�q JHH 9 �G I N ECHMEIM tv �M • �'� E2?.84-4,1 9692 ��+ JM m J►.� � N.T.S. awm. I FOR: ELITE CARE FACILITY 011oom 3737 S.E. 8TH AVE., PORTLAND, OR. 97202 12345 S. W. GRANT ST. , TI'GARD r14, PHONE: (503) 235-8795 �2 ,v( � ' WASHINGTON COUNTY, OREGON �L•IA,a�''' FAX: (503) 233-7889 �° ' _ PLOT DATE: 1-9-06 ZTEC CAO RLE: 222844 1. EXPIRES 12/31/2006 1 I I I I _ ,. ,. 4. ,qy F 1TrI1 T1 � Ir1IJill rT1I 11r1r 1r T ir1 , "a • • f 1 . rIj i t 111Tpp ► BHT,�T r�, ,�r r�,�, H�,� R dry i r , • I-TI'l-fiffpI4 S 91 io 11 Mia Wjer I e tI'�IhII , r 'a +wv..-R,:«.ra •..wax.+w.s:.e.a..ee•.�.:+r+.�,�.,w.r•..-a:�yu..x....+.....s•eWrur.-.,.eda�..wa.,.e.�.. ...mere,w!.,.,.r,....ww..,....•...r.-+a�twrr+Y4+s+rr,-.,++w.`,„+....r,.w.•r•....•,..w+++..,..,•,.u+r,rw•-.0-.. ..,.•........:_....,,.e.a+a.,.r...K.ar:,..:wr..r.+..+Yw�a+w.o•d!'rr '�.:..r»,..a..oLrrt.•:r.._. _ -_ -. - .. .. ... ,,jj,, I , ', fit. '". ..Ln,rt....w...M. t 41M!(•aLnly'. ...+.. ._ H .... .ti.. ..... .... ..... _ _._ .w 7MMr. .•C'r_I..u. ,,,..... , * •.•t.r: ..__�. ..• .. 1a wrJ...r"..�a:-.rr"rIMR-'^"•,,,�^,.u,g`.+,.�r w.;: --i•-•.•.�i'�.� --T-.. ..rra'w-•�... .,.0 e:.avnbY�r..+•e .w..,.i•-...an.aw+...r.H.....•..t�a�.... .:;y;.... -..�,�l.v..r.:,tn�rr,.:e+,MwnrL.r.,7u. ..rdtRt.NM^r.:.;.,.:4a•Mixw.46M+Iw'rr Y 1•. j oR Tr0 Rc� WM NO a CM M N6�• NO.! A ARA AT r 017, ETNOMN Ilan M � N�alt aM MM 7 no 111Nt No orm ac�lL�sAMla NDS tca � • .. ' loll OOIK■Q1011 l�MAN •, � •` , � . --•}�—• •��• ••. y . •�+�_ 1 f:• Mr. ROM1 •� f T •• • A M-slneec QIAIf .i' M fa11MIIN YAlOIoIA: IiRNR NO odMl :•,. '. • wlrt aua ow j •! 1� IBM SAO[ ~ �'• •,• — �,• ' ••�• • .. • 101119 IlLus •�r f iAll A • rrll A PLAN VIEW R — r lDL Na■N� ;• INrM r r MIND w.N,o raal �� �6 AMMAN=cmcmm �N an 011 vm N4 2! TOP • N'! T N1w1R1IT Fwam ~ • N 1f h /0 AOM 7t A ! MED •. � I ( MAX t mom! • - a• y >r S •••. r IOIL"m 10/O/ OVANNal CI :• •r •.•••• : MQII011 ` OID11011 O •� r• NAR N ••' ! . ;' 1'Idl P011lm •. • • M4 O ONO • • ` <rOpU OOIOL dNIF. LLJ Ml 7 '� • I Ir/IMIY•-•---►• -.a ' X1/7 M FAQ[ARA � ,, • :a � —sr rw _ .11..-�..} _ . �} �. .•s.• •••r3.�•' Fri M FLm ! .�Noor SECTION A—A SECTION 8-8 ama�lTt Nal • +• > ;. + +� r•wUM nm alnc i .' r.� aM ornr �.a O7w WAL K 00WW& =N ACOW&VU VM Asn1 a-.». sl/w' -o A i wwl•moi as aiwoA�o oMrs«ria loa Mr nicer sw Ir"m I=PLAM 111119 'IvaTV OF MAN. arc SECTION A—A '*_. N1L I N' HOOK BAR M1Vp[ n r a -o"aolr r.—NAl►1W {A c l�sO or►w WN �[IIIM 0a1�M AstN A-OIO MAO[O�LlA 0M��ow.MAR AA 0 D7�srnowM of XV r.0 NORM ooNOrint 040MR alTmr rrs ODIIOM AND Io Mf0 D OONOIl M FM &�A�p T 10IM ila�i i■ m!m+f sui soo.u T r~irc OrAm. ALL 000t AMO GUTMR & CURB GUTTER de CURiB INLET CATCH C1e�V�'ggr vioe+r� INLET CATCH BASIN cbmw sovim STANDARD CLEANOUT C,�en,Vl�iwr gary oe� SHALLOW MANHOLE I► — REINFORCEME14T � -(CG-2) � �� �_� ���`� �11� BASIN (CG 2) I � OQ- o.«7.OII7...�I1.�.. DRAWING NO. 228 VIRAWI NO. 180 DRAUNO N0. 040 KN180 02-03 DRAWN 0.22 I c `. E2284-4 sm >ar BY �® DAN JHH 11-17-9 DETAILS E2284-4.1 GIN JM •' ! ME N.T.S. 9692 Imn. mI FOR. ELITE CARE FACILITY orEooN claRmw 3737 S.E. 8TH AVE., PORTLAND, OR. 97202 12345 S.W. GRANT ST. , TIGARD D3 PHONE. (503) 235-8795 WASHINGTON COUNTY, OREGON 503 FAX: 233-7889 �.M1 C ) PLOT DATE: 1-9-06 ZTEC CAD RLE: E22844C1.DWG EXPIRES 12/3142006 i I I I y I- .w. ,„ :, 'A!�'►!"�!� .. �. . ,,„ .. .—. ,., ...._," tilt!! ►.•gr: t E1Mp11�11�1wy'1�1(�IA�!*, >., f:' .. . - _:._: .. ..,, ...._ J:�sa.rr-,. -,. ,a -'y�y�+�'•aje'�,•w ', 1 � T TT �rrr Y� 1�Y rT-r � rjrZE 1 fi t� 8so wo.se 1, 11111 Twdou lull" ""j ," '; .. ��..,, N .,.......a.�mrws.+•M•mr•-.. .... - ,- .-. .�-• ..e':wamaOAawpM�Mnwns+ra,.:are»w.wwh", _..._ -:-,�•_. _ .,--- o.. .,..•«•.�r�••K. ._. +a., _ ..• - ,� I ..t,x, '� n.q. .•i...wi•... -.♦ '• .�n"�'TI � -' ........ w..c-_... _ . _....w•. .,w:+ ..s a.-.ur•r.,.:.se..ar.+.• ..rS�rv+.-.arMaret. .a -.:r.wuws+..w.,......,,w*.._.-.---.....r.�.s,.,w..w•,r.r..wa...w+•- _. ., «M+•+.�.,r�n.+r+eax,.r..,<.,a..-wrw+.r,w.r.•Ss_sa,..z-•u., ''.".-.RiurW+ltr•A.y..., ....: .r.r..,+f.+..•.wu .•.na..»- war•.....•-.....sr•. ....w.«....:i .f�..e•.+w,.ro•..........u..w,._.n...•r ":s..._ ..•• •w....r. .x•- ...w..:^- ••v.car:.aw.l7l�.+rlls'uv..Y.,r.r.r•..rwv.....wewr+i••M.1•awuh' •.. jJ .j. r •�flpffleAfflar� r� r f�F S • t s 1� �X t t z CATCH BASIN STQRMFILUR SU$MITIAL PLEASE INCLUDE ALL THREE SHEETS IN CONTRACT DOCUMENTS WHEN SPECIFYING CATCH BASIN STORMFILTER(S). COMPLETE AND INCLUDE ONE DATA BLOCK FOR EACH STRUCTURE ON THE PLANS. CONTACT THE ENGINEERING DEPARTMENT AT STORMWATER MANAGEMENT, INC. FOR DESIGN SUPPORT AND FREE TECHNICAL REVIEW (800/548-4667). u i NOlpl Y i —`•— anfafw w wffwal.l fUIMA..Ir ffl.nAsxaifti ONWA I CONCRETE CATCH BASIN STORMFILTER "3 s` IiiIIIIIIe mw mo"m«:%ft�w� SPECIFICATIONS A A 1. ALL MANHOLE ACTIONS SHALL MW AM AIN 1•.w►«Ian.fan Nfuf fllfAM JAN W 0 wff•nM � �ATA $LOC K CONRORM TO TME REaNRE:AENrs ��w'mum ww.ffws. f..m 0. A*rwllawa r Of VISIC, C-�478 AV) APMOO-EHIF � m I i ONE—CARTRIDGE CONCRETE ""M "`�" °'.CI "" .'ii'i ..""'�LL.a PRAUNG s OF sTD. ,wAHHa� flPfl.� llup� Aiaanlf, CATCH BASIN STORMFILTER .; 4 ,,.,,1`s DRawINc No. 010 2. OUTLET P'MAE NOT � E.`(C�'D 18" Afs-�w fw wls s�1 �.I � si •.aps.OTA, IN QO" MANNOL.E Ph?OVIDE t.► �► IN TiET SPECIAL DETAIL FOR ALL MIATER QUALITY iF'LOW —` Lf alflfroat awr arl.Wd .� a►. AI/Cf FLOW LOppflll►��w 0 0 b••rfl�aaft fo•rr•Mr .0 w IRa•+w�. CONNECTIONS EXCEEDING 18' DIA a..�"•i"� `.a.���l..r rrr.w.I...r n „- Ai rov a fw Iwl r f�f� ao"'�i'R a SOI RETURN PERIOD OF PEAK FLAW .�-. _ llflr f n>wla• L. O1">�`"��r'�:e:.f""i.�I1Dr�."� SKIP V'OLL�ME AVAlLABLEMUM —"�'—"'"—'� �[a rfAlcx ��M MIh1Mt0,� i0" M.H. d.5 Cf 10.9 CF A�i row� ELEVATI N ��_�� to fffffla son"" 3W&@ dw M r bb"awn s1r.ln...� PLM 72" M.N.'- 9.4 (7 15.7 CF I �.1 r L~� PIK I.E. PIPE MATERIAL PPE DIAIA Q1 &a wt w. ad mor �s tfr.�ww-.war aw...w L.iOfl 64" M.H. 1.'�..I{ Cf 21.4 CF ;� ,:^ . .,,;.; ; ,; s MY1ET PIPE umbr�Yr ;mi r •AI, �tri: rti.l"� i�f.�no.. PROVO, SPECIAL DETAIL FOR VOIUYE r � a so ftr w NOW M Ny 40 alrr"NO AM WM �y~nwAW a,�Vtr ww•.a.�or.~dm arlw+w w a lfb a.Mga fiEOUIItEMENT.r. EXCEEDING :1.4 CF ;; � C01�"IOlA111T10Nk SUMP VOLUME. REQUIREMENTS 'il � OUTLET F—. em 20 CF/1.0 CFS of INjFLOW L �''c, _ . frta•aa.m sm k� ..wwd, ....(25 yw d•si,Tn hx non-r�•fltrlctod Aow) - y r'^v. r. . . MIX.' t (MACE CONlF10URI1T10Na •`~l./T lei .�•N flN�i6.5 CF MINIMUM REWIRED �€fL N! bvw marc>os I�.i3im NOT AVAI ROLE IN CONCRETErr`��" r ��� o►`w�.".'� -- 110"AMI wA1911 IT CAP A',Pw TO sllta AWN i /t.�w.••fd ur•.[.•.Y1�.r ONWA a. `• ..,1.�Ar aft r•M'w�s.w `f�1�+tn iA j...M�.1lw�M.�i•r i�.�rL _; ---OUTLET RGA CON1100L 1 . Ililsl' a or. .W yrs.... r: �.,Ar.n fw w..raw+.w.. ELASTIC m oua11l� ata+ Pff •r - y V" ti„e. of for *Abatlon orgy. Plea to be rvuftd Ind hds(a) r•� �"'')l •"�irr. � 'i: ".. 4"T' ., 0R APPROVED EQUAL — - aft ai+fn•4a 1a1i• NLTtZIF F �� at OPTKJNS (AVAN AR IE AT EXTRA COST): =% m1ftm a..at�.at�f..r n•as a.ON" • W SII oM w •r IAA «►• HOLE FOR OUTLET S LIR OTHER THAN 12ri i H " 1i „r+ r1�t A�' i�i w+w+ y■ r r.+s�a.a`� 'i a l� a�iaAr� i t � V tiD ; aft I CLEAN-OUT N WEIR O1HER THAN 4" afr%•r waft w.•how•imAl dwA lr aur*a a1 .0 fly +o w palm o.Mb w.•.lull w•m SIECTIOII 6-P � �A•��.sx�cs �.�,�•1r f1�ar1 Owr b�Pal Rra w,w a>•ill Ar r«t dw no" �� —`.• []CORED HOLE FOR INLET PIPE r�wf.la ffw�r/tr.Al i adi` ac«r al.a m 70 a.e Vr�L tiIRM : :� M 1ri11A oe�►/ fI. 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OR 97?20 aamm ■w' ra 1~r1Aw++..■r fr •.► .•' (jos) 240•-.1393 • FAX (303) ?,ro-s+�s3Meg*Z."?'�fa�." a`1�2 SECTION A—A aaMa�na oaoll awls aulllwsww oaAalnr OWN wre swmm R Cyr also-a�111�r A�1�. alr�A�c w► �L = aTlar�F >Mia1OIt11Io11t s*011MFNM►1 p A M A • t p t M I p a. M A M A a f Y 1 p 1 Arm WATER QUALITY MANHOLE c6m% kr Samim DRAMRNG NO. 515 REVISED 02-03 ow••arrrffrt If slaw. I F r G ._..__—__ ...r.._..� or wm um JHH 11--1?--�9 E2?84-4 I �aULONG ail ,� 1-9-I� : ` l ., DETAILS m. F.:F,� JM ec 4-4.1 FOR: ELITE CARE FACILI TY N.T.S. _ 3737 S.E. 8TH AVE., PORTLAND, ole. 97202 PHONE: (503) 235 -8795 12345 S. W. GRANT ST. , TIGARD ' L•M�d°r" FAX: (503) 233-7889 WASHINGTON COUNTY, OREGON p of o. D + EXPIRES 12/31Z2006 PLOT DATE: 1-9-06 ZTEC CAD FILE: E22844C1.DWG � ::,......,...:nc CM. 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LOOPS TO: COLD WATER TOILET WATEK 36 MYSON MDL WH50 FAN COIL 11 32 SHOWERSSUPPLY TH CAF AIR FURNACE 2 TUBS DATE D E S C. 46 LAVS _ - HYDRONIC HYDRONIC TO: 2 KIT SINKS U PROF SUPPLY RETURN 4 CLOTHES WASHERS 4 LAUNDRY TUBS �G I N zq01 4 DISHWASHERS 4 MDP SINKS `� p --Mqm RAINWATER _-Mqm n 58 7 APPLIANCE DOMESTIC' NOT WATER HOT VlAI tib RP VALVE WATTS N456 EZ '� OREGON RPIf E-4 VALVE WATTS N458-EZ /�1 1/2". SET AT 40 PSI 2`. SET AT 40 PSI RP DEVICE �qyF(�?j 90 FLOAT VALVE TT1 TT2 0 �j� WATTS 009 TYP J. �' \ BACKFLOW PREVENTION L EXPIRES 6/30/08 AIR GADEVICE WATTS 007 TYP. F - P6 90 GAL SUMP PUMP PRV k, BYPASS OULD TYPE VALVE 1T3 F7 TYP. TT4 .X 1OGPM05OPSI NOM. 140 deg F HOT WATER _ Booster Awt�w IaMt411 Y.1'uYnttl CYt 1500 GPD a� rd, ►ry �, ►,t ti �r�, ni N�- P P4 RtverseOcsmosls 54n 39wt 3Bn 24, Ltut 1.5wt 0601 11wt lows 27n 53in I. _ DESULOOP A FROM SYSTEM Average Total Yearly Rainfall = 36.5in Ground Source - LOOP FROM ^ water to water TRANE UNIT'S `��\ HEAT PUMP'S Trane GSWP72 (3) HW 1 600 Gal KOOF CATCHMENT AREA freshwater OF 4000 SQ. FT II demand tank X Tre TT? PQ v i �115 IEERIBYPASS �r o `U'' n ROOF CATCHMENT AREA � `D TT8 OF 4000 SQ. FT �' c� Ln ,n r----- TT9 ULD TYPE L si f- H7 TYP. o lOGPM050PSI NUM. POTABLE FEED TO �_ __ __ _ _.---- _..__ -_ r " x EXISTING BARN CL R 4 1 1 / 1"of raln comes out to as much 5 I Gel. over - _=.. the 8000 0 sq.q. R. of roof -+ area 1 >r ULD TYPE solenoid )RSSL TYP. valve k 133,090 BTU/HR ROOF SOLAR COLLECTOR sediment clarlAer IOGPM04OPSI NOM. l 1 180 GAL N y GEN All I CITY WATER FLOAT VALVE X03 FS AN GAP PSbe 90 GAL 2 1 _ to Irrigation SUMP 5000'3'i"HDPE"PEX" Norwei __ GROUND LOOP ground loop tubing burled 36"min 2500 Gal below ( 500 Gal balow P2 RADIATOR MVAC MAKEUP WATER grownd holding grownd holding - tanks. tanks. P1 IRP DEVICE existing RAINWATER STORAGE OVERFLOW CisternLU WATTS 009 TYD 'AI6 30" Ola. LU '- - approx. 20'deep Q -- - 2'city water connection- 2" PEX I End of �� _ 1 S'sc►+an^� I Ji"METER s1 sor pe PUMP SCHEDULE WEIL MCLAIN MDL Gallonalll Rainbo (WN" 3 LU HOT ,rle0 HW I ULTRA 230 SOUILER PEX D087RIMJIMN 2, �a Cdlec6o cdlecleu vM1h water PI- HP SUBMERSIBLE 6GPM 6'TDH AND MDL PLUS 100FaD Tool A�erape n surface collection Eaclency (65'A in net P2 GOULD JI O OR E V. I PM 0 •40PSI OCT tsEu INDIRECT FIRED _ dwnwW rwfell size coalldenl factor Mcimc rU __ tt b win on recoweed P3 GOULD JI JR EQUIV. IOGPM • bOPSI - STORAGE TANK Jammy- 3,2N 540 __1,000 062 __ 085 22,766 20,026 6,000 15,0'6 _0 15,02E W P4 GOULD JH7 OR EQUIV. IOGPM • 60PSI ®17 SCHNGPVC Febnrary 3,211 3.10 1,000 062 085 16,442 17,202 6,000 1,ZOrt 0 �23,?21 P5 GOULD MCC/IMC OR EWV. 32GPM O i06'ws P6 GOULD MCC/IMC OR EOUIV. 12GP'M • 116'ws ®1 h-SC►uo CPUC ,�V,- 3-WAY AUTOMATED VALVE March 3,240 3. 1000 0 E2 0 6E 11171 I►,101 6,000 6 q1 0_30j" 3,x10 2.1 1,000 0� 0.65 10,116 es,6fl 1ND I's __10-0-41-945 100 �1,W5 L 7 TACO MDL 00m Ifs HP CAR'rRIDGE CIRCULATOR 5GPM 411120 TDH Solenoid Valve 5 ,- P! TACO MDL 0014 I16 HP CARTRIDGE CIRCULATOR 6GPM•20 TDN Jura x,240 2. 1,000 062 085 6,654 5,614 1,000 614, 200 3_2,331 3,241 1,000 0 -71 ALPHA LAVAL TYPE M/ .62 0.65 6,324 3,064 3,0.14 0 700 ~ 31,651 SENSOR SCHEDULE, %.SCHaorPvc UV 1 UV STERILIZER HEI PLATE AFRAMsHEAT J* 3,240 0.80 11000 082 065 2,530 •710 0 •110 WOO 21,90 ExCNANOER Alrpst 3,240 1.1 1,000 062 0.05 4,631 1,311 1,300 0 600 21,141 fi 3,240 1.10 8,000 0,02 0.85 7,111_ 4,341 4,341 0 200 21,01 TT- TEHKRATURE TRANSMITTER -b.-O's - Q CV 107- PRESSURE TRANSMITTER ®><•sc►tao cPvc Ogabi J,A_ Z. 8,000 0.62 Dab 11,281 i,t'43 6,000 _ 3,143 __0 -32 081 � (y Cn FT- FLOW TRANSMITTER TT TwMereue Tse--now No4a_ 3,2 0 6. s 062 0.85 22 346 11.106 6000 14106 0 41,116 CITY OF TIGARD Fs- Flow SWITCH � %••�• oerin�b.r _a,2iii_`_+1 1000 062 111 2s,iii W..u iie��.d,aoo_�7�ife Y o . a,674 LS- LEVEL SWITCH ��� -- - LT- LEVEL TRANSMITTER © x. _N P1 IFlow7 w-mila r 5 MICRON CARTRIDGE c1pnditiod. ll Approved 1s t........................1 1: _NaFlow Conditionally Approved........................ .( ): � � 4•AM For only the work as described in: (.n ® M FWW a4DIrrATOR �3 PERMIT NO.1� �fl�i►�'s1z 0-T PRESSURE GAUGE See Letter to: Follow..:...;;.::;;:::::::::::.:::: .[ ) � � Cr p 1eoLATtrolVAL% WITH ISOLATION AttaCh.. [ ) VALVE AND SNUBBER Job Address:f�s�_� l CN 0 ay:._ A11( ___Date:6-IveT JOB NO: DRAWING TITLE: PID CITY OF TIGARD Approved-Pl�..,.��... [X). '"�. .................... DRAWN By. BTM Conditionally Approved..........................[ ): C."ECKED BY: TJT For only the work as de6cribed in: PERMIT NO._PL M_2ogS_- i)9LA2,1- See Letter to: Follow...............................[ ]: Attach.................... ) Pimo .cab Address:_113 .�w . -"� ' o r ... r..•, prC7 'A .,-, t_vrKs „e. t I .:x'f� • .. '>... f ...,.�,..4!r w,i.., y.r:• 'M?'rF.ND�� -.art .... •. .. I..�''/' FR ° �.,. !��' -;w,-,� _..:c..•r, �e '+N-. . . -.mob i•, ' na ,•wsq,,.yy n '�•.!. "4 •�,. ^ ,. ,.• x ,.a ..,, .. :' -- -• ,., •„ .. .. .. _ � r .+� YKM4,nwil► '.,^,.,' .�"'{I'•,xA!,Y"vt°�'.:.rR%.,,;l,r, � .r. to.••'R•. --amu ...w.• ;l6 ��i�, 1r1TT Irf TTIi I1 1 f ( TT1 TT1TT�1IT12 � •• ,. N "� • e � ,�; ;, � �'�,. 1 � T1T �1 ..a .1► �. � �.� acs 7�1 it �ia.•.a.,.•_a ,.--.r ...•..,r,,,,,•r ...r..,e...wi.!•• ..r.weer-�r,�-rS�cz-+..4....w•w•erHYeiWl::.essar.Mru•seMr.e+r+.•. �Cts/•JIC.r nae.:.,ww.r•. 11h' f� '+rte'.swill'7MYIg1[•etlMllwb'1��1+n.,... t�•.:'J •-,• ...tea. #'.�+'�e",w.+wa..ww qDa.Yrcw.ar+•w,,�lr'+Ow✓:a. :V+.ls@+nnr"..m'r.+.nri_NF.sewau ya..+ .a�..at'..�15.',r+S1eJC^ of sw+w'*..' in .•..,^'.,IG ,u,:�+.s.�'.�"r�IYYIILsw••if'!•'•.YQ.^'^..i,Yf11Mf"kn'ifls's1rYnB•'.Ww�..«�•yt•'•"4RSf.�-„•'-acm..K�•-..a: ...,'.'iiC.tA�IHr ..:aiC,pr�..�r1,.- -. •_et,....✓ ..a;llR+[['_+':..:. , :W M71�.tl ...,.-,wr+ctrw�aser=•was'ww++�Yr�r'rrwwnwrawm,...a,�•nf".rr Win'.,ti•... •ie•!w:..+P^•mvy+wT�•....,-.�.,wtle..rrw+uyew6•+l ra+•!a.aK+n::..s�;,,,•n.�w. ,may__ - �-^ 4 •c •'� tta• x+. u 7 rrrr� To: --- 32 SHOWERS 2 TUBS i 48 LAVS 4 KIT SINKS 2 BAR SINKS 4 CLOTHWASHER ---- 4 LAUNDRY TUBS to (36) 1.6 GPF 4 MOP SINKS ower asslost p 2 HOSE SIBBS Itollets -172GPO TO- -� DOMESTIC 30 BATH FLOOR HYD. LOOPS TO: _ COLD WAILR TOILET WATER 519/07 11M Ell BE 36 MYSON MDL WH50 FAN COIL UNITS 32 SHOWERS TH CAF Rt AIR - SUPPLY DATE D E S C.2 TUBS 48 LAVS HYDRONIC HYDRONIC 4 KIT SINKS TO: 2 BAR SINKS �`O Nn�f SUPPLY RETURN 4 CLOTHES WASHERS 4 LAUNDRY TUBS ���� 4 DISHWASHERS _ 4 MOP SINKS -- 585 RAINWATER APPLIANCE DOMES 11C pp VALVE WATTS N45nIEZ amORE N HOT WAFER HOT WATER RP VALVE WATTS N438-E'Z / 1l 1/2`. SETAT40PSu 2". SET AT 40 PSI RP DEVICE q�F�'21 �0 v0P FLOAT VALVE TT TT2 WAnS 009 J. dj 0- _ PQ BACKFLOW PREVENTION --EXPIRES 8/30/08 A MGAP DEVICE WATTS 007 TYP. F P6 PUMP pay BYPASS OULD TYPE VALVE TT3 F7 TYP. 1 TT4 I0GPM050PSI NOM. 140 d" i ' b HOT WATER -LIE Awry,R+r,1d i,Y',atlr74 tat 1500 GPD 1n 1,i/ Mr r In ►1 kA. t]f NryP P4 54n 30r, 3An 22241, 2114, I.bi, OOT, n 11i, 27b 131, Reverse Osmosls - DESUPERHEATEa _ V SYSTEM Average Total Yearly Rainfall 36.5in Ground Source LOOP FROM water to water TRANS UNITS HEAT PUMPS Trane GSWP72(3) HW 1 600 Gal ROOF CATCHMENT AREA IF--- - haahwater OF 4000 SQ. FT demand tank a TT7 1'6 a -F V,a V6 No °� Uq CY) to WINTER BYPASS ROOF CATCHMENT AREA T75 OF-4000 SQ. FT ': o a, rH7 LD TYPE d M050PS1 NOM. u 3 c c� IG POTABLE FEED TO v1 0 v •d U C: p EXISTING BARN r1 Q L,. 1 1 / 10 of rain Domes out to as - - (� much 0 5000 Gal. over LEI, UV 1 the 5000 sq. R. of roof IL/A\ or" 1 r D ULD TYPE solenoidFW 1 )RS5L TYP. valve ' 133,050 BTU/MR ROOF SOLkR COLLECTOR sediment darMer 10GPM040PS1 NOM, iib v Ti 180 GAL N GEM CITY WATER FLOAT VALVE 4.111 P3 i ATR CAP D FS PS 90 GAL a 1 to gallon SUMP 5000'Y40140PE'PEX' Norwescor Norwesco'- GROUND LOOP gmnd koV tubing burled 360 min 2500 Gal below alp 500 Gal belowNEW P2 RADIATOR HVAC MAKEUP WAFER grownd holding grownd holding -- tanks. _ tanks. P1 �1 existIRP DMCI! ing ciste [WATTS 009 TYP ` RAINWATER STORAGE OVERFLOW LU 30 Dim. approx. 20'deep 2' city water connection- 2" PEX -- -� l nd or ®1 li'SC►ata Tac 1 YIP METER rrlrrNh 1 age PUMP SCHEDULE ®NOT Uelen MW 1 WEIL MCLAIN MDL Rolnto rrtoriry (3o6atnlll � Cathctlo cr4lactr d vWh water low ULTRA 230 BOIIILER ►SEX OtaTROM1TION 7I PI-1j HP SUBMERSIBLE SGPM 6'TDH AND MOL PLUS 100 MANIFOLD S veraruryt n our.ca caaciornl EectaKy (115% in not PT GOULD JRS5L OR EQUIV. !0GPM • 40PSI ®Not USED INDIRECT FIRED Total A - lector oaclonc �_oto�LgtYto waM °h recowod - -- --r - - - - - -- PS GOULD JH7 OR EOl11V. lOGPM • bOFSI STORAGE TANK ,�W%wy__ 3.240 5 40 8.000 0 02 065 22,786 20,026 6,000 15,026 0 15,026 W - . .-_ _._.. _. _.....___._ .._..___.. _...._._ 6 GOULD MC IM EOR E LIV,10G3• 60P81 ® t"acNsoCwc FMw1wy 3,240 3.70 8,000 0 62 0.65 15,442 13,202 6,000 6,202 0 23,229 Pb GOULD MCC/IMC OR EOil1V. 3TGPM • IOi'we ��L� , P6 GOULD MC CI1MC OR EOUI v 32GPM • I16'we �1>~,sCMSo CWC V4 V*V 3-WAY AUTOMATED VALVE Mtlrah 3,240 360 8,000 062 0.65 167171 11 9311 -5000, 0,938 - 0 30,165 P7 TACO MDL 0014 U8 HP CARTRIDGE CIRCULATOR 5GP'M •20 TDH Solenoid valve ((`�1 ApM _ 3,240 2 40 8,000 o e2� 0 85 10,118 8,878 6,000 1,e7d /0D 31,945 -" P8 TACO MDL 0014 I/e HP CARTRIDGE CIRCULATOR 6GPLy • 20 TDH 3,240 210 8,000 0.521 0.85 0,654 5,614 5,000 614 200 32,358 Cn V sc►tso c:1'vC AM 3,240 +.50 6,000 0 621 0.85 6,324 3,084 3,061, 0 700 31.6611 ALPMA LAVAL TYPE his --- -- '--- x 3,240 050 8,000 062 0.65 2,530 .710 0 •710 loon 29,948 -(�SENS(1R SCHEDULE W 1 W STERILIZER HE1 ��a t-RAME MI�►T •UV � ®14•tc►uoCPVC EXOHANDER AVOW 3,240 1.10 8,000 062 0.85 4,338 1,300 1,306 0 800 29,148 L-- (`v T1- TENPtRATURE TRAtki�;"'''ER S x,240 1.80 a 000 0.62 0.85 1,54111 4,349 1,349 0 208 28,941 < PT- PRE04UtE TRANSMITTER - -- ®%•ectuo arvc: October 3,240 2>'o a 000 0.62 o.a 11 sea a i�5 _6,000`._.-a,-iia�-o u;o9i (� FT- FLOW TRANSMITTER TT Ternparah"Tniiinc rs0lrr fblsmbK ',210 6.70 8,000 062 0.E6 22,345 19,106 6,000 14,106 -- 0 46,1Y0 �) FS- FLOW SWITCH N•. ctlino.r 2;0�_,e-10 8;000 --�6�ei� -�.o.eS 26�i1e 21,178 6,200_ ti,i7e�-_��C._03674 1_8- LEVEL L'WITCH - LT- LEVEL TR.WSMITTER 1fr•W �(PT)Fl°"T►r,rnrlw 5MICRON CARTRIDGEFILTO 11iiam (n ® CAN FLOW INDICATOR U 0- QI J � PRESSURE GNUGE Q UKRATM VALVE WITH ISOLATION CITY OF TIGARD a: N� VALVE AND SNUBBER --- AkWoved............................. ................ .( Conditionally Approved............... ...........� For only the Work as described in: JOB No: PERMIT NO•_ - See Letter to: Follow...............................( ): DRAWING TInE: Attach................... 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