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HomeMy WebLinkAboutTiedeman Avenue - Tigard Street to Walnut Street—_ -__ — _ ___ , . ..... ... . _. __ . . . TIEDEMAN AVENUE TIGARD ST. TO WALNUT ST. 1981—82 OVERLAY PROGRAM RE A NOTES: I wy LEGEND \� II::::) SURVEY MONUMENT AS NOTED ALL ELEVATIONS ANT VERTICAL DATA UTILITY POLE SENN ON MIS r Or DRAWINGS -H / - - Q WATER OR GAS VALVE BOX S \ \ \ MAILBOX MAN SEA LEVEL, - O WATER SERVICE METER slg,ns co be installed by y en - ---/// ..,J. \� \New:ref fic control arcl bikeway CI FIRE HYDRANT rrelocated by elocated,complete, AAA,„ ,ascaon / A •F� \ __- AN asaw.X to be /J EXISTING STORM DRAIN LINE AS NOTED All existing '.0 I \ v EXISTING SANITARY SEWER LINE AS NOTED 2 �` ` PROPOSED STORM DR LINE AS NOTED install.by Isar.. raccor \ 1 eATOH BASIN as directed by the Y _ \\ �` I SIGNS Contraccors shall not leaxe traffic control signs 1c.a r J ` \\!shall pro.. YYY"Y FENCES a.cones along all work areas to assure acne tm 4ks\F. 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SlJ 1'FRFFL ST.LOCATED IN THE NW Off" THE SW OF k � . a'vf 1 }, P T 1✓" ' `� ,;,. IF-J. 41°, z a s SECTION 35 D TOIRI SHIP 1 SO MERIDIAN ,; ,I is _3 r a LEla[s I ,rt O SOUTH, RANGE 1 HEST, f.,:�r }P T' a s � � n 9 CI z CITY OF TI+GARD, WASHINGTON COUNTY, OREGON ,,T, F'„ 4 MI6 - ' '«;�, �r A z�a U f i ' 0, � ST pf,,y� ' ~ P O 1-- v. = 54 S rAti , t 1 Sf ' `i`;`p 1�y7f.. c� t Ci i G> IV j fir a ., y f O Sid / Lrrr� 5_ ,,� - y iL17124k '` .i�v .5 " } / A : ,. ,., MID v r G.YJ!'oit y� fK Ql `1C W I^/ /gyp P a ijrl" % Si " C, S6/ LI. 1S— 1 VV-35C T ST i qr so; 'c, cc ` f 4' l �Qr I ? , . KNp W T/L 400 s;, EPI L T ;" it- ERROI ST 11 S v R� •' .,y n 1ST 4 S 1 Y Y—3�J CiU //// Mt'. � J �ti, ` .a9 C /' �J �, r a. i �' (9 9 Poi �` [' EF QTOGI Thomas Bros r#° \\ / / {: 4,tfi? r�,,.rwF .$mk. 'cPl3' d ?lV?5 �.kK:X:d71r3FWb:tM1Lfk°+ "( s°SS1EX$4w-'kPr' " ?E ":tIKJF �xi \ . ' <</L 300 / VICINITY MAP \ , , / NO SCALE i \ :. \ / ENG1NEER--SURVEYOR; R EC E i c o /� HARRIS—McMONAGLE AUG t 17004 ��' L �, $_ / as 6 • �; ASSOC., INC. CITYOFTI TIGARD c`§� I s BUILDING EXTG. / 12555 S.W. HALL BLVD. lA !®IEN EERING cr z co La N o Z BUILDING TIGARD, - `,� y� °i co OREGON 97223-6287 PHONE: (503) 639-3453 1 sY,4' tro FAX: (503) 639-1232 (Pi ii / f OWNER/DEVELOPER: IS— 1 W 35CB / PASCUZZI INVESTMENT L.L.C. 0 0 a = / z d Z a o / f j,' 10250 SW N. DAKOTA ST g ._. z < U T/ 400 f ,,./ TIGARD, OR 97223 w CC _ 1 S- 1 W-35C8 r s / PHONE: (503) 639-8891 ,r �' ,°" FAX: (503) 320-4575 T/ L 400 '� '� ;,� so, ,� A6 CONTACT: PASQUALE L. PASCUZZI ,l. /f 0/ Ili‘ „r '/ BENCH MARK / . ;',' /� Ti�T `` „mil WASHINGTON COUNTY ®M-1 s7 C)I , / a} i ` /,k BRASS DISK SET INSIDE A MONUMENT BOX AT THE CENTERLINE e `� 4 / OF SOUTHERN PACIFIC RR TRACKS AND 2 FEET SOUTH U `'bl " "" / /; OF THE CENTERLINE OF N. DAKOTA ST. // / _ �� HAVIiN.G�A�Np ELEVATION OF 176.38 FEET. A' .' re- L5. TEMPORARY BENCH MARK (T.B.M.) s / 41:6 1/2" IRON ROD ON THE NORTH EAST LOT CORNER • LJ) HAVING AN ELEVATION OF 167.95 FEET / / .''' III !II III III III III Ill III [TI"Ilt/y " y N OD O a L3 co in 1,S- 1 YY-35CB ./..". 0 LV �V ▪ p °;• � f0''7 • f SCALE: 1"=20' Sheet Index , ,, T/L 500 15-LF 4" PVC D-3034 ;..-' _ cn cn o SL-0.0200 /! ,/'� TEMPORARY J Sanitary Sewer And Cover Sheet 1 of 2 ', N < E- i o 11555 SW TIEDEMAN AVE BENCHMARK ', �-.s,.) O z I. 6: W (V b TIGARD, OR 97223 "' / 1 S- 1 vv-35 CB Standard Details 2 of 2 0. 55 ACRES SS co 7 ± / T/L 600 RIM 6 .9 �� I IE 157.50 1 U2 1 S- 1 W--34D0 CWS DET#150 / T/L 1 Q °S\ 10 LF 4" PVC D-3034 - - A / 170 i8 �'2_ 1+ "`D SL=0.0200 rj // fL� 4 3 SITE INFoRmATo U? Ure 6" PUBLIC SERVICE LATERAL / :-/ / -'�,."' / SS MH �k,,, 23C S DE LF 6' PVC D-3034 /. 4�`ff EIMEXTGB 156.25 p TAX LOT 500 .' SL=0.0050 IE IN 156,35 w i EXISTING TAX MAPS I1F 35CB ,; GRADE 0 c. EXTG. 'r4 CWS DET#O10 I I GROSS SITE AREA = 0.55 AC HOUSE / / SLA / I ADDRESS �`' / `f, I 8385 SW TIEDEMAN AVE 14-41,_ ..' / TIGARD, OR 97224 CI / ~-,a;�: :f ,; SANITARY SEWER CONSTRU ON NOTES; 1 Z iicCI ". I 1 . ALL CONSTRUCTION MATERIALS AND METHODS SHALL BE IN CONFORMANCE /Is I ~ /434; f{.: / WITH THE CLEAN WATER SERVICES OF WASHINGTON COUNTY AND THE PUBLIC WLLJ � " CITY OF TIGARD STANDARDS AND SPECIFICATIONS. y - 2. ALL PIPE TO BE PVC AND TO CONFORMING TO ASTM D-3034 AND GREEN IN E ," �, 23.0 LI" 6" PVC D-3034 LOCATES W Cl) �/ �% COLOR. z SL=0.0500 (48 HOURS NOTICE REQUIRED PRIOR TO EXCAVATION) C3 r, T I! - 6" PUBLIC SERVICE LATERAL 3. 4-INCH SERVICE LATERAL SHALL BE CONSTRUCTED AT A MINIMUM GRADE OF 1=_ 150 �" �'' CWS DIT 175 CC _ (GENERAL ©NEPHONE�E CALL SYSTE I. 2%, WITH A MAXIMUM GRADE OF 100% (45'). C 5NW NATURAL - 503-246-6699 �R� �Q `� �' Jf C 11c GAS, CABLE, CITY OF BEAVERTON) G < 0 4. ALL MAIN LINE SEWER SHALL BE BALLED, FLUSHED, MANDRELED AND AIRTESTED A v 144 1S— —35CB REPORT AND RAIR TES THE T RESULTSSHALL KFILL IS DBE PROVIDED TO ONE CITY TAPE ANO L I- PORTLAND GENERAL ELECTRIC c� c�= o+aoi+oo f a i44:44%,......4 Z T/L 600 MANHOLES SHALL BE HYDRO-STATIC OR VACUUM TESTED. 01_ I� `�! -V�/ / IUIIIIIIImifilIIIIIIiiiiii IIIIIIIIIIIIIIIIIIII r•MM1•!�l���®'�'� REPAIR EMERGENCIES "" Cl) `�`' ;, 5. TRENCH BACKFILL IN STREET AREAS SHALL BE MADE WITH 3/4"(-) ROCK, 0 50 100 SIN TIGARD ST sr,=, COMPACTED TO 95%. HORZ. SCALE 8 �` Rlr, 6fan4 tI, NORTHWEST NATURAL GAS - 8$00--$$2-3377 ��� `.5vo 33 2-- VERIZON '; fi, 1HE CONTRACTOR SHALL NOTIFY ALL UNDERGROUND UTILITY COMPANIES FOR '`� �ICR LATERAL PORTLAND GENERAL ELECTRIC - 503-542 �88 8 '` THEIR RESPECTIVE FIELD LOCATIONS. THE EXCAVATOR MUST COMPLY WITH ��'\ OREGON REVISED STATUTES. CLEANWATER SERVICES - 503-846-5220 OR 503-846-5221 SW 11EDEMAN AVE COMCAST - 503-605-4884 N. 7. THE CONTRACTOR SHALL PROVIDE THE ENGINEER A SET OF PLANS SHOWING CITY OF TIGARD PUBLIC WORKS - 503-639-1554 "tip THE AS-BUILT SERVICE LATERAL LOCATIONS. DATE: SHEET ,w THE CONTRACTOR, IN LOCATION AND PROTECTING UNDERGROUND UTILITIES, 07/03/04 / / '''''''''.---_,.„.....,„..„..„ %.,., `'` 8. THE ENGINEER SHALL PROVIDE ONE SET OF AS-BUILT DRAWINGS TO THE CITY, MUST COMPLY WITH THE REGULATIONS OF O.R.S. 757,541 TO 757.571. SCALE: i 1'� = 20' OF r / "--4....„ \ DWG NAME: TM BASE 2 Lo Q al a a a 4 co Z 0 > w EC - V. W I I-- CLASS "B" CLASS "A" cc TACK ALL EXPOSED MATERIAL 0 Z W PATCH AC TO GREATER OF 3" THICKNESS OR EXISTING W + 12" MIN. SURFACE RESTORATIONr MOUND EXCESS NATIVE MATERIAL B" MIN. Z 6"MIN_ AS SPECIFIED OVER TRENCH TO ALLOW SAWy, T EXISTING AC U LI- FOR SETTLEMENT W 1�ily' �yy 11�t\lyi11�y�� C] I^ '►•�+�.-: • _.- ` . 1�11 11t11 111 1ti 1 ` 1+" i►���a���♦���� ����`♦���`•�`i 0 .ram, r.• al tit�1�► Ilrl!1►/�� w���.►*������i 4..... ►..4..� cr '1,,„..... . . . '�/, 12'. NATIVE TOP SOIL OS oo U.0 •C•'�oO • % o 0 0 p' 0"0 00 • O,• ... W • .. • I IF TOP 501E EXISTED 0 0 ° a r ° a • ° 957E COMPACTION 90%COMPACTION PRIOR TO EXCAVATION. • 00 O o ° 0 O • O OOV O W • NITHIN 48' OF i . Oi 0� 00 cb o a O �� '•� ° • ,� O� CC • SURFACE l 0 0'• ` • « UNDISTURBED0.1 O p0 O✓• r 00 t4 -'UNDIBTURI3ED •• " • EART3i� 3D" MIN, 0D� 0 0• o a 0Pk EARTH COMPACTED NA71VE ,/. 3/4" - O CRUSHED MATERIAL .P o 0 0 �• f/ , BASE ROCK `0�°a Q^#,_ 0 ly...--- CRUSHED RDGt ROCK-2..... f/// EXISTING 0 0a00 0 3/4" - 0 f1' • . ... • '•a. t. a °oo Cap0%°o «„ 1ct ♦�,;•t+•, �,`• . i • * r •U PIPE ZONE 3/4"-O CRUSHED CK ,.▪ •Iyti• r�+1 i .•• •• • . . •• • ■ 1/2 PIPE O.D. PIPEOZONE ••ay . b • `' . . . PLUS 6" 10 40:..1,.".,„ 4 . d, • _ • •• ••.•.; BEDDING Tor• $ / pr u oa n i pp 3PIPEd '': O o 0 •pQ O pr �. Z OD %• i! BEDDING •* • r ••i�'��,j�Q"�0I t 0 pr ` a) n Q 12 !/ 'r o p• . • t • .•'�}A` NOTE: GS tt • V3 VV�} • 1. TEE CUT TO BE DONE AFTER EXCAVATION AND BACKFILL OF TRENCH. 1�'y SY In 0•4•••E•`/•#••.‘.7'.*' .' .0.ass• 2. SEE SID DRAWING ND. 280 FOR BEDDING, PIPE ZONE, AND TRENCH BACKFILL. . .. ii,... TRENCH STABILIZATION: S� 1/2 PIPE 0.D. PLUS 4" MIN_ FOR PIPE SMALLER IHAN 8" IF REQUIRED. TRENCH STABILIZATION ,..., SHALL BE SPECIFIED SEPERATELY 1/2 PIPE 0.D. PLUS 6" MIN. FOR PIPE 8" AND LARGER AND PLACED PRIOR TO PLACEMENT OF BEDDING METERIAL 0 Z Q - Q w 0 TRENCH BACKFILL T-CUT © o U DETAILS CleanWater Services ASPHALT DETAILS CleanWaterServices DRAWING NO. 280 REVISED 02-03 Our commitment is clear. DRAWING NO. 285 REVISED 02-03 Onr commitment is clear. I 4 k. 1- N- W O 1-1-1a LY i 75V 0 J ►'7� LOCALE FRAME ARID COVER PROPERTY •E O RI cii+tD • OVER LEDGEOF AT LEAST . DETAIL PER DRh1Ml14 NO 1l10 [6. PUBLIC SIDE SEWER 3/4" SQUARE01 NIMBI ER , n j L7 I� tri p" �i ioloacours NON-SHRINK GROUT A A B 6 B 1 f T 11 �j�,•�/PEfl sue. c°°n I pwr z trI o i:i STANDARD CAST NON CJ I I i► OI�AWNIG m F•+ +� d' 2 C "��tt" ` N0,1 i0 'n 41i M. Mk. )10 , new IxtAillNaAN°Na ©� 0 [3 1 � La I- a STANDARD MANHOLE .........ile(A-k ❑C'► � O ❑ r/ PROPERTY '+ alAV7E RYVG � r v �� • ie v Q FACTORY N FABRICATED TEE LINE we...• lk FITTING, i SERT A TEE OR IQTOP OF MIST SIE P •• •:A ,STANDARD FRAME AND COVER OR sia 4• MIN. v v STANDARDSADDLE S REQUIRED SEEDRAIM G5 Q'S. '` VI TO TOP OF CASTING WATERTIGHT MAIL AND COVER SEE FINISH GRADE 4 `�+ ♦p } ��. 7%`7`,� STANDARD AND AWI 51D, DRONING I!O 170-SAfST OR �1` A" •.. < .. „ NO. 12O �� .�.• II + ` SET FRAME IN NON-SHRINK , • �.Z • SANITARY SEWER MAIN • y WATERTIGHT PIPE PLUG 9 7/13'-•. PLAN GROUT ` ••..Z fp YM fH STOPS 1 ■ F ti:N` i�■r♦♦ ,/ r _ • STANDARD CAST IRON 1. ALL. PECAST MANHOLE SECTIONS SHALL CONFORM TO NE 1rivi-3 GRADE D' (2',4•,OR 0') •• R FRAME AND COVER 1 �j REQUIREMENTS OF ASTM C 47B. SET IN 12" `-• 2. MIN. CLEARANCE . PROVIDEFOR ! .• MINIM 1M of 6• AROUND " SECTION ®-B 2. ALL POURED IN PLACE CONCRETE SHALL HAVE A 2B DAY � �•�•� • •�_ • • • _� STRENGTH OF 30Of1 PSI, AND SLUMP OF 2" TO 4`. ♦ . , •- CLEANOUT . NON-SHRINK GROUT 3. ALL JOINTS SHALL BE SEALED WITH PREFORMED GASKETS '. STANDARD ECCENTRIC .,♦. ,.. 4► • gin FINISH ■ r y a •..". GRADE STANDARD MANHOLE GRADE RING SUCH AS KENT-CONFORMING NO.F2, RAM-NECK, OR AN APPROVED ;_ E �• WATERTIGHT PIPE PLUG EQUAL CONFORMING TO FEDERAL SLE SHAU.. BN SS-S00210. i �� • I I WITH STOPS �tiCac.-, . 4. ALL PIPE CONNECTIONS TO MANHOLE SHALL BE IF +•1I WATERTIGHT. �' `r ti:. 5. PIPE CONNECTIONS OF 24' OR GREATER SHALL REQUIRE A A� 1� t4 , C b1-., •• MIN MANHOLE AND CHANNEL DETAIL ,. OLE ST[PS y� •, • 6_ PIPE CONNECTIONS OF FOUR OR MORE MAINLINES SHALL STp DRAWING NO: 100 • �r • :4,Ai, SECTION A-A 4- YANHOLE SECTION :el + • f* 3/4"-0• ROCK FULL 1IDTH 'r' REQUIRE A MANHOLE CONNECTION AND CHANNEL DETAIL � _+� f ++ f --+������ i�•{• :+��' 7. PROVIDE A MINIMUM OF B' OF INTACT (UNDISTURBED) •.ice~(VARIABLE 1'-4') I+.♦' • • /• MANHOLE WALL BETWEEN PIPE BREAKTS AS MEASRED .. 1 ti:b / do DEPTH OF TRENCH ,y .O.`,./ • ' f� CI ON THE INSIDE FACE OF 'TH MANHOLE �� • - L Ml �� M B. BREAKOUT OF WALL FOR PIPE SHALL BE 2" MINIMUM AND • • IF"' • • •I% NOBS- ,- , �/1 / 6' 45.0 DEG BEND 4' MAXIMUM CLEAR OF PIPE WALL V �y •.• ♦ Si /P/� `� ��• '} • . • ♦ 1. 4.• ALLEN HEAD BOLTS ,, 9_ THIS DETAIL UNITED TO MAXIMUM INTERIOR DROP OF 24" } i' *,�401,... . ■j. • . MAGNETIC TAPE GREEN `� ~, I� b'x6` MANUFACTURED "Y^ 11111141144 441C FOR SANITARY CONNECTION AND 48" FOR STORM ^+" ..0-S" MINIMUM .. . ' LONG RECESSED. +, .•M.L'ot=" t.e"' • r. "•' ". Ni. 2. ALL PERMANANT CLEANOUTS Pf LABEL W/BLACI< LETTERING �1 CONNECTION. '. 11,*:•i• .•st s �.-4 ♦• • " f / '� "CAUTION SEINER BURIED BELOW" �I' I. W ' •i'a ♦•.;i ••• TO HAVE BOLT DOWN COVERS. • 10. WATERTIGHT / TAMPER PROOF MANHOLE FRAME AND 10 L • 11' •••../ 3. MATERIAL SPINA, BE GRAY "� PLACE 18" ABOVE TOP OF PIPE. itc COVER . ♦ •'■. 4' PVC SERVICE SHALL BE USED IN ALL EASEMENT AND OFF STREET l y ♦� r CASTTRON, ASTl.1 A 48, I A I j;��� j st, � c8 � f_. 1 LATERAL (2' LONG) r AREAS. I•�• `e CLASS 30. t 7/aft w•..i ma r 4BNIN, •• fin . %�) IMMtill 12• 'LEDGE MN! 67H7' (ONE REQUIRED) 4• MIN. FROM TOP OF !•4 'r .• :' �' al, R T•/FT RGPE T'F "t PIPE TO MANHOLE .� .s r • r • CAI Td f?4 143 W CC 11 ' IIICK 0- A /,►, f `�� {• CC 'Y°6W/45.D DEC BEND 4"xB' REDUCER 4' GASKETEO CI lSdDOiH f159I woo. TO :-.0 SECTION OONCRE1E ENCASED 3 A'-d `•, CAP OR PLUG 3/4 VERTICAL HEitiiT OF PIPE v BOTTOM OF ME 3/i•-O s W. 3,4-�, ,I, f J � �` LLN C] e_ '' FOR PC.A3IIC PIPE �/1 �� I �,/ ./ ELEVATION MATERIAL AS SPECIFIED LA♦1 NOTES: 14LI CC dIO'•" .,'W •'� t■ CONCRETE 1. 2x4 SHALL BE INSTALLED AT THE END OF BOTH 4" SIDE SEWERS AND EXTENDED 3" ABOVE FINISH 12" MINIMUM OF W-0" COMPACTED j',s• ;• - s.S-• f 4 GRADE PER STD. DRAWING NO 170, BASE MATERIAL • +'r,'?» • tiY'! ••e -^'x;' I NOTE: CONCRETE ENCASE ENTIRE WYE SECTION AND 43 BEND IF CONCRETE PIPE DETAIL 2. 8' PUBLIC SIDE SEWER SHALL BE LAID AT A MIN OF 0.60 PER 100 FEET. W L.r-:�j�'7' rR.xy� ...� �s •H 3. DO NOT PLACE CLEANOUT IN PAVED STREET OR SIDEWALK AREA. ;�:.... S..t.rlR--S` h•;:. "1 4, PIPE MATERIAL AND COLOR CODE PER STD. DRAWING NO. 170. Cl)���iii �/!► Z STANDARD CLEANOUT CLEANOUT FRAME 6" PUBLIC SIDE SEWER �xL �. CCC can YYa to Servlces CLEANOUT COVER (��� � .■ y�� 'Q G� STANDARDMANHOLE �wn� REVISED 02-03 Oar eorarnitmeat is clear. AND "a+• •""r REVISED 02-03 Our commitment it clear.���+f�i��+�M•+w"� DRAWING NO. 150 DRAWING NO. 010 REVISED 02-03 Orr rrsrdesrrtledear. DRAWING NO. 160 REVI5E0 02--03 Orr eressermratMs1. . DRAWING NO. 175Il - N = Q a) DATE: SHEET r� 07/03/04 G SCALE: 1" = 501 OF DWG NAME: TM BASE 2