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HomeMy WebLinkAboutT. Scandia Motors - Commercial Street - . 1 \ S 1 A _L WA -T-T- R S-----RV C - TA Al STA 2217358 A....—.. • .,t 1 \ S IA L VL 1 - -- B - - IND T- ------ DIY: WALK txrl, L I G — T \ <c) - C 0 V V R (.__}'Th A \s,:t- ...,30- _ b \-'• ,tx A. <v.: N N-c") .ic'l___-.S TR :.1. :._-_ cy,,,,.._t::44,.. CD K) , Ncj 4)", (b.,,sCo co ' 'I'' '---1P. I -0-,,:\c,N, 4Q.... c., co.- g) .:, ____.4;... . .., ,1' r.I G - ''&„</. '\ `'s -- \<5/.,,,,4•C) \. C N' I '`. c. NV , (</ .....------ s„<s)......__e_xj, cS (S () W ,o. I \ LibET ( T\P ) N)t‘' I # \c)\. c,' • ,.. O \. N O NC) N / r-- ' 4 d• tx:- IX \-1- '\c''' I ‹. "\ Co pc?' .R. 'N• (I° d N4),,,i) 43CO3_ • 21+00 \- 4).,Ns. 22+00 i I 1 I i 23+00 . \:-Q<. .\ ---- s, ?-' ''',,, I — I - T---- I V - -- 0- b \(,) .\. ID CD 711 -0) --..._X I S 1 INC :.-__DGE 0 - ---DAV- v - \ 1 ,64" 0 \<-) EDGE OF DAVEvIIT---, 0) ____ „ — Y> Cdt ^(Do0. 06 ir i it --"*.--- 4----* ___64.„ _ ,____ _ _ [ I u A. I - qt.- ,-A' ....., I I t . 0 ..4-- / vi . K. ..„..._ _....... 4.....,Agcp........„. ..._.., — _ .._0 _____. _44._ --ramwomorr alsormiorr'-"--loomommoi+j)orworommor—-ramogroireoft,--Ionoorimmesp:40,- --",romouwar• t C3 -Ai\ ''''5'4 FILTER FABRIC MATERIAL 361' F A-4... Spr:4.1e.r 1;VW,. WIDE ROLLc- / USE STAPLES OR WIRE RINGS TO 0 H ATTACH FABRIC WIRE . CLRB I \ L ---- 1 - 1 1 C %., A -A Or;litv),. ., CA). . / / FABRIC OR E WIREQUIV. I. S T A 2 2 if 0 7 5 1 8 5 ' IR I rfs) B A S \ \ 0 . 1 1 655 ,,,,, ---.... 1 / ) -.. ______. ............. ....._ 00 1 * II . ...._.--. i 1 ip .is:)' - - BASIS NO. 2 _ 2' SAN I TAlY ;--:-'" /---- Q.: I . EAlEME T 165 0 6... c j I-1 60.00' ,.....„ i, , 5 ,- 0" - _....— ., -II -1=- S -------53 .• 1 S CRM SEWER f------ ,(4,--/ 1 7- ------- - 165AASEMENT ___.. _Z--- 1- - ---) 1 6 5 . 5i1j 2 -6" 1 A 1i . ___ 1 6_6: . 0 ,------i ,--(---- 6' MAX ' I 1 6 h 5 ,,, 7._ 1 6 6 . 0 ' I --, _____ (i- i.___,. . „...., ,,._, , u i-r) 2" BY 4" WOOD POSTS, BURY BO -TOM OF FILTER S „..,,,,... .. - , ,(` '' 0 /N\ STANDARD OR BETTER OR MATERIAL IN 8 BY 12 ( .,i,\p-) 1 c>° / c9 / c - o,_ (_ .,bi\)0 I a) , c., --,, ,_ ,---„,/ ( )" Q._ (2) I--- , EQUAL ALTERNATE: STEEL FENCE POSTS TRENCH FOLDING 8" OF FILTER MATERIAL TOWARD I - THE DIRETION FROM WHICH I THE SEDIMENT WILL FLOW. - // ILE .s., . --.. ....„, - — - --- S .._,) V N NOT TO SCALE -I L--- \ 5, 1 1 6 6 i C"'4' / 1 6 6 . 0 co '<f" •••• . - .: 4"Ni c9 # • 111111111111111.1111E---11.1 ailliat4 ,__ AV I AR Y SERVICE ----x----..-.....,,, __ _._ __ _,,,,...„_._..„._ -u-) 4- 15.39' _ L ), PVC (--- _ — SD V -_ NTA 1 ON - - \\ C --- __ ( — ---- ---- PLAC -7 \/ = \11- 22----', C . S . P . ..) 10 \/1 ) \ 1 . . • ...________ . . . _........:______ _ _ -----:--._---------'------ ---..-- ! __________ 1 i___ Recoid bral,i,Ing kvjp, cti,v, cern 1 of the accuracy of the materiai. Approved By: TT li The i:i if ill cie icfrri ad 1 Dv. tlAue , Title: DaTn''tvoir'inlcids vniiiatic:i6-'n ta,-ivn=f2,'th:.°J1111;'1' -..;lor i-sr,o;ienco purposes oniy, efrTgif:::::::uble service: and the City makes no representat warcantie ,o ions, I I DE9118 '10 ENGINEERING BY: .. 8830-8860 S.VV. COMMERCIAL SURVEYING BY: 1 114, i4,,56344# 1$0. , 1,!•,,,, ir". DENAU CITY OF TIGARD CENTERUNE '' kni CONCEPTS INC. ',, .6, 4,,,,,q, „, g ENGINEERING WASHINGTON COUNTY; OREGON , ' 'W 5 P.O. BOX 22791 REVISED SEP 1 L.Y@ER 12, 1 640 82ND DRIVE991 lik,ape MILWAUKIE, OREGON 97222 SHEET 2 OF 3, EXPANDED PLAN GLADSTONE, OREGON 97027 ''''...,..,...?. (503) 653-8917 _.__._ 13b (503) 650-0188 SCALE: 1'' = 20' - _ — — NOTE: ADD RINGS TO THE EXISTING STORM INSTALL WATER SERVICE TAP I AT STA 22+23.58 AND SANITARY MANHOLES STREET INSTALL METER BEHIND THE SIDEWALK SUFFICIENT TO BRING LIDS TO LIGH COMMERCIAL 4 R.EET • i �.� SO r THE TOP OF PAVEMENT. (NOT TO ° i� �- ° o°; .STREET y �-- kS sT L EXCEED 27" FROM FIRST STEP TO ai X G- -_..a sr o�'''l' C �IG�FLL- s' .� LtET (TYP) .. ,a°sy ,a° lin * •�"`°F EEXISS NNG C��NN��RR��W TOP OF RIM) v.doppz °,. a rT __i_ _r- I �-1� t r ��' �C/44 '�'�° - - -t- '-- - ' EXISTING EDGE OF PAVEMENT - GRAVEL - N 45'12'OO" W •`' EDGE OF PAVEM: T-Z___ .i_,J I _ L __ - - ��� =--- -- - - C _ � . - „� v- - T� "FOG" END PAVEMENT TRAN 1 STA 24+12.5 �es ----- - ., 1,, S TION AT --------------- ------------------- ' -M l� . r �� ;'-6"WIDE LINE �v P\� '�' p PROJECT N I 6 s v NOTE: INSTALL A OM-3R OBJECT NOTE: PAINT A REFLECTORIZED 6" WIDE QY eG•tiy SITE 165.5 I PLANTS MARKER AT STA 23+06 20.5'RT. WHITE STRIP 1' INSIDE OF THE 44, FROM EDGE OF EXISTING TO THE FACE OF CURB INST•L CURB INLET ■ ' • AT STA 21+00. -45.75 STA 22+17.53, 18.5'RT ;,. BASII NO. 1 165.5 MOUNT 4 ABOVE THE EDGE OF EDGE OF THE PAVEMENT TRANSITION INSTALL° % °J PAVEMENT WITH THE EDGE OF MARKER FROM THE END OF THE CURB TO THE . NOTE: INSTALL 5' SIDEWALK, STA 21+00 TO '��Y gqN • ,f AT THE EDGE OF PAVEMENT. MOUNT EDGE OF THE EXISTING PAVEMENT. • ■„ _ 6x18 p V ON A "BREAK AWAY" POST AS PER a STA 23+00. r s0- "T ,��� INSTALL PLANTER STRIP, CURB, CATCH .� 3-aw T m Qr STATE OF OREGON, DIVISION OF HIGHWAYS NOTE: PLACE A SEDIMENTATION FENCE ALONG BASINS, CURB INLETS, STORM DRAIN I w V SPECIFICATIONS AND THE MANUAL OF UNIFORM THE SOUTHWEST PROPERTY LINE PRIOR 165.5 m I �� TO BEGINNING ANY EXCAVATION OR FILL D SANITARY SEWER, AND WATER SERVICE 6 , 5 165 166.0 166.0 I TRAFFIC CONTROL DEVICES. OPERATION. SEE DETAIL, THIS SHEET. AS SHOWN. . i �� PARKING l OT BASIN (PRIVATE) INFO. " o ::- ALINEOFSTRAWBALE , EMBEDEE4 -6INTO NOTE: CONSTRUCT30' WfDEAPPROACHCENTERED j BASINNJ. 1NV. EL. _ 165.0 -,�+� �* THE SOIL MAY BE USED IN LIEU OF THE FENCE.ON STA 21+55. t. '®= `�= bINV. OUT = 164.0 1 4 BASIN NO. 2 RIM EL. = 165.0 SIDEWALK ENDS WITH A 5' RADIUS ` I Z� �� INV. OUT = 164.0 NOTE: RAMP " © � NOTE• OVERALL HEIGHT OF PRIVATE 1. ASPHALTIC CONCRETE (2 THICKAGGR j z� BASINS IS 3'-0". CIRCLE AS SHOWN. PLACE ON 4 OF �!Pill. ,. • C 0 co C.O. .\\\ COMPACTED 3/4"-O" CRUSHED AGGREGATE. ; /' BASIN NO. 1 IS 3'- 3.17, E=5020.78 VICINITY MAP • d\04%. c �a� '� fir, BASIN NO. 2 ® N=5007.99, E=4938.90 N.T.S. • �' L;e,a. 1 NOTE: MAKE CONNECTION I• \ 173' - 4" PVC SANITARY SERVICE TO THE SANITARY LINE SEDIMENTATION FENCE INSTALL A CLEANOUT AT THE MIDDLE AND THE END OF THE SANITARY LINE. WITH AN APPROVED SADDLE INV.EL•=160.0 AT END OF PIPE. CONNECTION. EXISTING OL C_S.P. SCALE 1"=40' 0 INSTALL 16' OF F" ADS N-12 FROM INDEX TO D R A`v'V I ( V G S C�'�._ THE CATCH BASIN TO THE 6" X 18" "T" '-1-� t IN THE 18" STORM LINE. SHEET 1 PLAN PROFILE © PLACE 163' OF 18" ADS N-12 FROM SHEET 2 EXPANDED PLAN & SEDIMENT FENCE THE MANHOLE TO THE OUTFACE OF SHEET 3 TYPICALS & DETAILS THE EXISTING 10" PIPE AT THE DITCH SHEET 3A STANDARD DRAWINGS ADJACENT TO THE RAILROAD TRACKS. I 150 VC r,nNSTRI IC'TI nN NOTES cP „ Il PVI STA = 19+25 • 1 HORIZONTAL CONTROL IS BASED ON THE PROPERTY CORNERS OF THE PARCEL AS LOCATED PVI ELEV = 172.00 A.D. = 3.75 K = 39.99czto IN THE FIELD. 2 VERTICAL CONTROL IS BASED ON AN ELEVATION OF 157.95 ON THE BRASS DISK LOCATED ON THE CURB AT THE NORTHWEST CORNER OF S.W. TIGARD STREET AND S.W. MAIN STREET, CITY OF ecr 150 VC TIGARD DATUM. ^` lI ll a NOTE: C/L GRADE SHALL BE BUILT TO o 3 EXISTING UTILITY LOCATIONS ARE BASED ON THE BEST KNOWN DATA BUT MUST BE FI L D --8-4" ------ 120 VC IDEAL GRADE, AS SHOWN FROM ` THE1 TELEPHONE NUMBER FIED, BEFORE ANY XFOR ATHE UTILITY NOTIFICATION CENTER STION MAY BEGIN, WITH THE R1246 6699.ATE UTILITY SERVICE. `'� APPROPRIATETA 20+50 TO 23+50, WITH 4 MATERIALS AND WORKMANSHIP WILL CONFORM TO THE APPLICABLE STANDARD CONSTRUCTION l� 11 TAPERS. SPECIFICATIONS OF THE CITY OF 'TIGARD, UNIFIED SEWERAGE AGENCY AND THE �'�. • PVI STA = 21+50 II II AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (ASSHTO). PVI ELEV = 165.00 PVI STA = 24+50 5 WORK NOT SPECIFICALLY LISTED AS A PAY ITEM WILL BE CONSIDERED INCIDENTAL A.D. = 3.28 PVI ELEV = 165.50 TO PAY ITEMS AND NOT MEASURED FOR PAYMENT. u lI K = 36.61� 1 A.Q. = 2.90 , 6 TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE WITH THE CITY'S -IDEAL FINISHED GRADE AT CENTERLINE N M • K = 51.72 STANDARD SPECIFICATIONS AND, ALSO, IN ACCORDANCE WITH A CITY (JOB SPECIFIC) APPROVED EXISTING CENTERLINE GRADE '�� -�Min O �- TRAFFIC CONTROL PLAN. A COPY OF THE APPROVED TRAFFIC CONTROL PLAN SHALL BE AVAILABLE AT THE WORK AREA. 1� •��, Q T o ®I + °0 II l� 0- 7 THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CITY'S INSPECTOR AT 639-4171 m .- N m �,�, i TWENTY-FOUR (24) HOURS PRIOR TO COMMENCING WORK, TWENTY-FOUR (24) HOURS PRIOR TO cn Q .- i ANY STAGED INSPECTION AND AFTER COMPLETING WORK COVERED BY THE PERMIT. ® < uI , 8 EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE INSTALLED AND N ® tl N.�� �" ---"-- MAINTAINED MEETING THE D.E.Q. REQUIREMENTS. THE CITY MAY AT ANY TIME ORDER CORRECTIVE ii� m z ,� =o T ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL A SEDIMENTATION _ > > t - BARRIER OR STRAW BALES ARE TO BE INSTALLED AT THE EDGE OF THE PROPERTY NEAR THE _ - z z z v . Z -- , DRAINAGE DITCH TO PRECLUDE SEDIMENTATION OF THE AREA. z 9 EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THE WORK SITE AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBUC PROPERTY AND THE RECEIVING SYSTEM IS NOT ADVERSELY IMPACTED. THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL 10 EXCAVATOR(S) MUST COMPLY WITH O.R.S.757.541 THROUGH 757.571; EXCAVATOR(S) SHALL NOTIFY ALL UTILITY COMPANIES FOR LINE LOCATIONS 72 HOURS (MINIMUM) PRIOR TO START OF WORK. FROPERT4--tTS - DAMAGE TO UT1LITIES SHALL BE CORRECTED AT THE PERMIT HOLDERS EXPENSE. �5 11 CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND HORIZONTAL �+ LOCATION PRIOR TO START OF WORK (POTHOLE BEFORE DIGGING IF NECESSARY). SHOULD CONFLICTS ,�20 ARISE AND REDESIGN OR RELOCATION OF FACILITIES BE NECESSARY, iT SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE. CHANGES MUST BE APPROVED BY THE CITY IN ADVANCE OF WORK PERFORMANCE. CONTRACTOR SHALL COORDINATE THE WORK WITH AFFECTED UTILITY AGENCIES. 12 A TEMPORARY HARD-SURFACE PATCH (COLD MIX A.C. OR HOT MIX BASE PAVING) SHALL BE PLACED ON TRENCHES WITHIN ROADWAYS AT THE END OF EACH DAYS WORK. NO TRENCH, ON SITE OR OFF-SITE, SHALL BE LEFT AT ANY TIME IN AN UNSAFE CONDITION. THE PERMIT HOLDER IS RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR DAMAGE RESULTING FROM THE PROSECUTION OF THE WORK. 13 A STORM SEWER SYSTEM (V., •'.) T.V. TEST REPORT AND ONE SET OF BLUEUNE 'AS-BUILTS" - ARE REQUIRED TO BE PROVIDED TO THE CITY (ATTN: JOHN ROY, FIELD OPERA f1ONS OFFICE) FOR REVIEW AND APPROVAL PRIOR TO ACCEPTANCE OF THE SEWER SYSTEM. 14 THERE ARE NO AERIAL UTILITIES WITHIN THE PROJECT LIMITS. AERIAL UTILITIES SERVING THE SITE DATUM F.I.F,y SHALL BE PLACED UNDERGROUND. 158.00 N r7 N 4 N O N N ��� n O p ^ p t1 O O N 00 Lc-) co r7 co to O tf) Lei r' O Qj 0� CD 6n L7 Intf5 CD LCD CO Lr) coD co O I� ^ (� CD CD CD CO (D to .p co .- to CO CO coCD .- DE9118 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 �� I J`.IN I.• 26+00 ENGINEERING BY: 8830-8860 S.W. COMMERCIAL SURVEYING BY: tid 14.`63dm �- N.E. 1/4 SECTION 2, T.2S., R.1W., W.M., CENTERLINE - DENALI CITY OF TIGARD - - CONCEPTS INC. • WASHINGTON COUNTY, OREGON •..... .:. ENGINEERING R►- 640 82ND DRIVE ''ty AO' 1` a P.O. BOX 22791 AS-BUILT DRAWING N; • s 1i MILWAUKIE OREGON 97222 SHEET 1 OF 1, MARCH 23, 1992 GLADSTONE. OREGON 97027 NJ• HARN g (503) 653-8917 SCALE: 1"=40' HORZ, 1"=2' VERT. (503) 650-0188 _ Pro-jecf /57o She.e71' //1 - 1.011.111111.11111111111111.111111111111.11 I- 1II 1�-_. TJi)l ' ' ' h; 4 lI1 I I f T1 1 fl 1 I.'- L-l-1 ijlI I 1, I IT • - • .. - 9 1 I 11 `. > ., , i