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A_..:- _.'t Go off' $- > -k£ �... s _, = ,.s _ _` a {�:, a (�. =. >y :' t; et`a a'� bra t i C h_ ai,y o ---4 i}�� ,�c\e . 4y t - - s - - - . '" - RR "y�E'ic';�7M i.i>-1G..iii':'e i t;"i _. ._�r ii V S 6 • i ,� t i • - 12 . -- \ } ,� a ' / / gN . ,� \ li ' ili '•,... -- - ' ,i i.,3 J lti4. - ' � = - _ T 1 GA R D WATER DISTRICT 4= " -w"_ 8841 S W COMMERCIAL STREET •TIGAR EGON 97223 J `c` %'<`".fit - {t TELEPHONE: nj �_ _ \ e�Y�SrFtAV C.t Z"C,T:, e, :> . y4 L HONE: {503) 639 i554 E iw ARCt.f.Ec r , - .. -.e. a dr.-4 i_ ¢`-,-N- 114-4....1 �crµ 7` 4a -` ' 1 • ra�srALA_ 6" ref �`. _ WATER PROJECT • . 4:4.-. ,_ , A - . _ „,„. ir,7 • .... ...W,i...11.e:12221 _cel, I-0 NN ER._ ,,,,5T. : -,- . • • =_ • Robert E. Santee, P.E. Adrninistr4tor ta. Scale:_. - it t " _. , , 1 • • - I . . IP It .. .O . . . . . . . _. .. . - .. .. . . . 4 ., . .si . ....•. . •,- . 1 • . D • • • ..•mm - • . n 1 1 I 1 • • JACKSON A. GOITER , . . . , • - STREET STORM DRAINAGE et SANITARY SEWER PLANS • GENERAL NOTES _ INDEX DESCRIPTION SHEET No - I. 414 ST,4 T/0 pt16 tv/ALC 85 srREET CENTE e1 //1E .ST4TION/A/ . 9 it ri /8' • 'S'`6.5', UNLESS OT// I4//SE Mo 50 O.V• Tr/E PL4N.5. , 4W57 N,E7,v PVMT. sl w pair 1z, L ocgT/oNV oc'A/L FW?7Ncl6 uAIDEZ6,,eo IND UT/L/T/ES 2.o1 N. %//I4LL 64- THE SPD/t/S/,8/L/ OF TEE Go/tu-zQGTo,�, SI T E UTILITY P L A 2 COMPO -___..\„_......- .___ ,. ...,._. (5"/J�/NQGE,8(1� eoUT 3• AIL GO/S/ST.eC/CT/O/V cSH.dIL GO/t1F02tf/l TO ?y�sF pt d�t/S A/t/D 6� TO 2Z' - PPz/C4& *' z'M N7S �F- T/,', '. /Ty G .T/6,q,PO /o' a�r�'c , AND 7"'T - UN/F/E".O cSELYE,�" .4G,E�f/GY OF' G!/.4Sy/i�6?drt! G0 .'A/j' . O R 1 V 1 DRAIN 3 LED/CAT/OA/ STRE T AIUD S _ .3'QG C/72' CLASS F" QSP,�/.4LT/G GOO .eE 1. cSTA/YDQ,Q4 O T.Q/L5 so TkEOubli 3D-/O /NeGlJs/v.. ' ARE iN11.C/oE,D /i2` GGdei z/E- iSP oC,eIG tAVE E'TE� /WTI/ TA/- sPE-CiA`1G.e2TioNS AiYO ARE 4 P4R7- OF TFiES ' Gor•VT,2AGT • 2~ 3/g"-O G2USyE/� •�oG.C��G�.QI/EL � - ,DoGU�yE�ilT6. 6" 2" D" G2UUHED Roc /Gy2Al/EL /'.BATTER cv SE 'NER 4 ,,, ... ..% . .,•. SANITARY I IPCIEI i.s': Y5' o.S' 0.5' 5''/' PC/el� ,.5'I • ',01:: r.:_:'. I rsilt1 . ' y .:— . .:1 .. _ ••• :.......0. .. .. . , . : ' .,. :H t 1 I _a__1._...AL )1..:,_.i.. -*31'4 (/y" calls °�5"ASPYAZT/G cave. OVER `l - /i2''4"AV"G`4SP dZT/G GOA/G&ETS) • 2" 3/c-o G2Usx/ED ,QOC,K/6,e4YRL 4 6' 2" -0 6,2us4ED,eOc&/ €di/E4 TYPICAL STI 1L7 SECT/OATS C&€5 DETAIL . A/rS NTs , • I t), '-c4 o`` . . .. <__ . .i V YTC war.,�ur 2/7 T/GAPQ . 3 ti GAA¢DE i(ING cirY r 12-5 q9 NORTH _ / . • ES . VICINITY MA •P A r i r s Sc 1 A T E S iiiiiiijilli�In C iiiiiia 1�E 1� S c � , . , _ ____ -_-_ Planning f En sneering Surveying A-„, • 10550 S.W. ALLEN BLVD SUITE 223 BEAVERTON , OREGON 97005 imummommumummiimmilmir ' ! ( II '-+- 1 ! I �, �°i1 I- I .!-"r`f I -1 I _•1 I-_ I I I; .._ ^' �' 11(„I••1 tA I r•I-tt-I 1 ! Ili 1 (' f 9yI 1 1 1 I I I 13 I [ I I 1 1 ( ,i_1 I ITI T I��11 C11� ,�l T I � .._. ________ ______.________._______...____.._-__.___ _ ._.__ _ . - _ _- _ _ -- _ _ -._ _.. --- ._._ .. i�i�4 111.I_1___11_1_ REVISIONS �- ' • NO. DESCRIPTION/DATE BY / �..� \� \�/ f / / / C UL- Dom-- sA CU�o /2glCl€/US" / / / / / . tSTA. PT_ T.C- i � @25/ L9.27'49O' �7o L/NE 2 �0/I LT. 2/10.9/ ,e=28'o 8 /� ✓STOTZM32078TJ +,'• (-_-_. 44., . �� / / / ( ��_ �\ \ ,� M►o T 2/5:7� d= 9° Z f �7 2//.�2 3,i-57 - 50'17: r , • ' 8 / l \ /° L. a ¢3.98' ,P/rLt 2/1. &3 �i ,2,Ec�s.rAr sEc�/� ems. r9/77 / / 1 \ /' 2/3.7G //¢ 28.. D/ i 1/ 208.90 N m �,� �' i / / 0 1 \ \ h1/,D •�°T. 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DE SAG • ! /1 (.G. 2i.- �', (✓ -.� �".1 4�r • ., a.5/ I 0.5' � _ _- , • -4 1 -t. � EX/ST. /z'G°Cv!(/EQT E Nr •,2 N 4�, � /2//Cp j - 5 8�'•• 59 •00 fit/ \ V G t� -� / _ �o''F/it1/SHED E�li�3U2E" fJt'/J'T. , -1- \ 0 F• ST_ AC- 1 �' rt-1H-7;1' ."2r� �Npl _ 'eel/ ,�/OTE. S�'E PI�fMS R� GUL I/E27� ` \ t l //t/ • I 1� ` 3 „� �'f �S� s E ,. it (. '• ==111.4 rS ri rs 6 �.2 _ vaT�a�c/ ScOPEs �` `� 1 \ i o ��� f �. 4 _Ji� CITYii sro. /"C«� "C ASPHALT& COA/C 7E OVERLAY 6`viry/�t oNE Yee) y I 8 �;,7� sioEvs�.aLre 2' C[ljss °C �.S'P,�ALT/G Co�ceE'TE /.�Q�:so .. z/,vf,e� YE,er. Cv •2 a Nc"-O .C41.451/Eo .g.oc. ./Gie.AvF.L./ G° a " Q C2l/S�fF,D �OG� " G24 f/EL �•�EcS/ B/llO/ D/ly0• erzr, j Z -�� r°r 2yo,.:...:.. -. O _ � ` • < V C .' - .•__ ... . .. . et , . z) • , , Cl- C s • _ . . . . . . . 0 60� e 22o vc • � P.Z ZZ � • / . , . . . J 5 ' /So vc • • • • v• /Z„ 0.005 >-- Ifillf; .� O ....... � • F /2"c P Gv D.O� '%. 1---:_,....j..... i „ 220. ••• • • 0C) c) .. .... . .. . . ... . ... .. . .. . - 2-2o • 4. c‘; • • , '0' 14::: , • • \ . . \ p , �y / ��• _ �o @-gyp.. 30 a) . . . •• 7 Br�Gb • � 200 • 6 t 00 300 - A ti ,z - g�oa :s o _ \ �o g c . • . Q.,,,: . -A. . • 0 41 . . . . . . . . . . . . . . . . . 0 ' ,- ti (I) }co O 3 Z2 GJ •. : : : . : .cr . : : : : : . . . . . . . . . . . ?p �� ill . . . . . . . 1. •,,•„...:. , . . . . • : . . . . . . . . . : . 0 • Cil O.. . • To mii.• . . . . . . . . . . . • . • y , . • vz n ' C , . . . 0 :() . . . . . . . . . . . • • • • - in: : : . . . . • • ��• -o •' -' \... ICD+ .... 0 2 �� . . . 14, . ,.... 4..., • . . . . . . .., .. • . . 4. : .,... 1s.. • - . . . . .o• 2�00 . . . . . . . .„. • • • (.) . -----j------)---)------)------=)--) - lu . . 0.0072. sue?¢ p 1' O� / • �• .......,.��. � f a I..... JOB NO. /loZc37 I / ST ll -� i lki i • I\ v 2 .O /y10 • . . I t• . . 0 ' . . . . . . . . . . . . . . . . * ' : O �}. a DESIGNED Q • DRAWN C.DD RECOJ�'D:OiQi4:vV/.NG 'p,P�'P.AR - ` CHECKED , � .. •: �, � DATEK : . FROM F1EL-,6...:.5?`, !'K./..NG ' PAxA is•,,,.� . . . . . . . . . Limmum:moi L/r• B"CP '= 00AND. //YF.O, ,�%`?A:T/.O.N. l?PQU•Ak/DEQ 1�:...... S : : • H N0. ,&.Y. . CON.T,R'.4.C. -04'. . . /O.-./4.='7B: . . •�7: 0..005. . SHEET_ 230 F 8yc.A. �. gDLf, 8•c______oo_ Zoo I 1 • , . . 7OD BrOD BtOD Zoe•• •�, tOD r SHEETS • . . . . . . . , , . . . . • . : : . . : : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . moo sr� j-• i StQO : S •Sa , O f00 lt6O •2 - Prole 220 sheef 2/ -: :o�oo . . . . . . �t zoo Ls�:oo foo _ - - J - • -_ . - . .. • } 6 7 8 1 9 10 11 I -a ' 13 14 , c � W EON ' e�• T s `1 .' N`�; l ` \ . 40' ti �' , , ® OUTFALL y 0 + 00 LINE I !;///C) 471 � f• 9 z It /1/•7=� cs �.P \ \ - \'� \• \\ • p+ t)2 5 v 33'r:T PATHFINDER uvur�\ �� rvD ER w 2!7 I 's,4 \\ ��' STORM DRA, iN • I� I�7. � Ia" sfT� �� NITA Y \ RIM ELEv SET 0 5' ABOVE E. G• 'A b ti\ \ - 5� �, I I N E 1 . TIGARD It • \ • SEWER, LINE A � _ ,, s'c,risr• uncil'r • ,- 3 \ •. \ , c��cMEn!? z� 0 v� h try ` GAAROf --, \ \, .O\%\."-::\ , . \ , \ KING CITY 1.5 w Ay 13) / 2 S' �'\ ' :/Tic dry 5,45ENJENr 4vJ� /�` t \ I ' LI • • //c' ' / -�/ \ �0 ..may PAS • .,o���` VICINITY M �' �Io 7 AP �O os' x i j i i /�, / i �/ E / � NT$ ; � ... ' . . 2 / ,, , ,, ii, d l ,/ , ` C O N S T R U C T I O N NOTES 3 >~ lei �/ �\'�; �'�i� j \ 1. All 8" diameter sewer pipe shall be concrete (extra strength/ 0 0� c '� • \ ASTM C14) sewer pipe with rubber gasket joints . T' _ _ ,� r". � -0 1� EW Pi:%jNFiN�En? �j P P I •' r , ,r� cd _ -7 - R' r / \ 2. All service laterals shall be 6" diameter 'concrete pipe with ':-�(' ,V I,; :I �J `� III o /; • a minimum of 2% slope. !III) _ �0 t..,7/L/T] ENsimtNP• ...i, . v. , / I O I'`� -....7 / I 6 t / v �. ' / \� // 3. An "S" shall be permanently marked on the vertical concrete SCALE - - -'r' / (. �' curb at each sanitary sewer lateral . r L `l L•r a a vi T ��R / - �, - ,' / � �?����a�,�^�'� \ ,_____7 / 4. All sanitary .sewer laterals that �g W �a0�i_ / I • o ✓F , oa}a ` �/ shall be mark � '� I oard, buried 3' . \ • / 5 . Waterlines are designed by Tigard Water District . The proposed • ' / /Q\.® location of waterlines and waterline appurtenances should be I EXIST rvt+ O I �rNE A / -A.iEMENT verified with the Tigard Water District . It shall be the • OC /V�G, / / /-•OR GREEN WAY �. IE � 0. 5 Exlsr ,� responsibility of the contractor to coordinate his operations IE ,�n• so ,; ' / / / - i with the Tigard Water District to avoid interferences and � i • insure timely construction of all improvements . ' O NH I }30 LINE 6 (MC) / / / / 0 ov ( 4 / 0+07.5 ¢ PArHFINDEI: � 6 . Contractors shall notify the City of Tigard 48 hours prior to IE 172.00 6.. / / sewer construction. IE 172. 17 v" / '. RIM ELEv 17 .37 / / 7 . All sanitary sewer construction shall be in conformance with the • / requirements of the Unified Sewerage Agency of Washington County. / 0 28 A DEG%/C"Nr o ro Resolution and Order No . 71-9 . c o �p / TEE C�ry ,OF T/GAFD ' / i / Foy GR<<'Aih'AY , 8 • All 12" , 15" , and 18" storm drain pipe shall be concrete (extra '(` / ,, strength ASTM C14) , sewer pipe with open joints , mortar top ' • J / / 2/3 circumference of pipe . C E N T RAI N O T E S �- •4, . / A/ ,� 'I• SAN1 TA t, STORM L\�E_S SNr~-L_ NOT SE P�ac. .c:1 . , 1 . All stationing shall be street centerlifie stationing , unless :, • • • / �/ , - 6 NN SAVE TRC�l -- otherwise noted on the plans . ' \\'/ / 2 . Location of all existing underground utilities shall be the tu /O, 7hrs co �✓crC� cove S STov`y! L ;r1P 1 n�'%c z 7� - -�\ responsibility of the contractor. �' I� '` • 4 PLAN ,�' /`y:,y • SELvef, L 'k e A on /, • C _ _e, 3 •. All construction shall conform to these plans and to the t: ' '. r�l / I ' "` '" applicable requirements of the City of Tigard Department W ',= S W PA Tl-�FlNDER WAY ��'4' �,11. le CD. Zoo/l�Pr�� �e9a��eo/ ,�c� .Fiy�'GI/ �o��a� of Public Works and the Unified Sewerage Agency of Washington , ,;y / BERM META/L ., —- �Ye County. ��' EASEMENT - • • • • • Q NTS 4, Bench mark north rim of existing manhole 0. Elevation /75 oz N V L �S/,t / FOR GREENWAY t ',/ / _ Q A O E AP PEto\LED 15,( , o C�;ST 5• MAILBOxES TO BE GLLls1 E2ED IN►TH LOG TIOe.I B WE ; i CIT'� EIA61NE.�-R'N G D'E�1, ,To 8E IN STALLED $`( DEVELOPED s.G 1. : E" v .: (NEV1/� / 0 /• (t XIS T.� 2 - _.__....._.........�.. ....,.._• ..... ...... ... • L_L.�o of �Lo - p ? G, C . T � �.4Z0S 7 8E Q t. sTR�s=TLIVN�S TO CITY API'RO�E S '>� D o (1 , ' • : : .. o ! Z -3 4 Flo / .� T p GcX �, .v ,�/ G T� c V i �~ • . .. R1G/NI L • GR.Our' O FIN 5H GRAD • • ..... .. . .. .. ���. . . : I�110 �l� . . • • . . ' \,.•• • .(.6 2Z - - • • .G t • 03 • v LF .0f: ./.6ii.G� • ,. 2 O 7.1'''' - ; � ' .. ..�' �2� /'/ ISO • • I 9 0 :..:..: :.: : .. . .. .... : ......... ... ...i. ..:.. :....... ..:.... . :. .... .. NE . I . . ' ��• : � ;: 5'TO�R•N1' ..-DRAIN i�N 'LINE-� :� :1ti. 180 :... ...... : ... ......:..•. ... ... : ' .:: : : . .N•• . .. •:� �1� • �:/f/J N i?�� -p ... .: . . .... . . . .. 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