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CENTER TURN LANE N DUVALL AVE NE .......... EX CB-2 72" 0. 10 GRATE EL a" N 36"IE N2.44 / I IAG tA.Nc. I SCALE: V= 10 NE 36"rlE 39185V 0( LUMIUREr . JUNCTION 'OX,r CON' PAD SW 3657 IE. 391i35v PROTECT, OR REMOVE FOR CONSTRUCTION: N 18.' IIE 139 COS/ REINSTALL AMP NPAI lqn: IS COMPLETER 12 ;1___.�.�_..__..��X Cam" __,._�.___-__m--5 T RIM EL 6W.- REMOVE, EX 0.2.4 AND PIPE NE 36" tE=393-23t/ INSTALL NEW CB: ANID SD S 36* IE=393-23V ADJUST LOCAMON IF NEM, 4j___I.:A! 1 p__4" In.11AS - - - - - --- - - - ------------- _8,� WATEP, (Wr D Q)� PUGET POWER Loc Unk 1 /2'GAS VAULT I TEMPORARY 2 EX 4 ONDIJITS i-4vfl I n CAaLMU'" PROTECT EX SIDESEWER EDGE QF.ASPHALT PARKING .LOT RECOMMENDED FOR APPROVAL DANIEL �CAREY 6/29/10 BY: ABANDON ELEC LINES. RELOCATE SIGN, MAIL BOX CHILD DAY CARE BLDG. #483 DUVALL AVE NE (TAX LOT 102306-9375) z xxxxx Isf ORIGINAL PLAN STAMPED AND. !SIGNED 6/30/110. BY:.-� RONALD J, :STRAKA PE# 29727 EXPIRES 10/16/11 NO. REVISION 36 CHIP TOP r- kl F EA, m r" . . . . . . . . . . . . . . . . - . . . . . . . . . . ----------------------- 48"Cmp: 'Property linei, DRIVEWA 00-NOT USE 1. OR . W,(K DRIVEWAY BY I DATE I APPIR SURVEYEE)z DESIGNED. awe ate: INC CHECK90L Ris, owc TEDr-40,-3.029 ro 'HIGHLANDS PROFESSrlNAL., PLAZA SCALE As Noted ONE NrH AT SCALE W NOT ONE INCH SCALE ACCORDINGLY VERMAL: NAVO l9a HORIZONTAL NAB f9a,5A99 I N GENERAL NOTES; A THIS PLAN blEVEL600 FROM PLANS AND ELEVATIONS., IN CITY FILES. NOT SURVEYED. LOCATIONS MAY. VARY. REF.- TED-40-3029, HIGHLANDS PROFESSIONAL PLAZA TEP-40:--�-2150 THE. ORCHARDS R-2727 DUVALL AVE NE IMPRVMTS/HJGHLAND MARKET PLACE 8. CONTRACTOR SHALL INSTALL EROSION CONTROL; INCLUDING FILTER F RIC PROTECn0N FOR' DOWNSTREAM 0WHBA5'..NS. Ut PER Cl_,*r r PLAN 1, 0 C. TRENCH PATCH SHALL STD .0 4 TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT. 0. SEE TRAFFIC CONTROL BID: ITEM FOR WORK �HOURS AND CONDITIONS. CONSTRUCTION NOTES., (DREM OVE EX SD, ENLARGE OPENING IN CS AS NEEDED FOR NEW PIPE. @PROTECT SEWER/SIDESEWER FROM DAMAGE. DO NOT BLOCK DRIVEWAY. 'No' PARKING :IN MEDICAL BUILD114r., PARKING LOT. NO MATERIAL TORAG . E . ON PROP.CRTY AN . D EASEMENT. . I MAINTAIN , NE :(20- MIN) TO.` DAY :CARE PARKING �LOT AT ALL TIMES; N, , b.0 146T BLOCK :SIDEWALK I ACCESS. FROM NORTH, ,NO PARKING IN DAY CARE PARKING: LOT ,NO MATERIAL STORAGE ON PROPERTY, AND EASEMENT. EASEMENT MAY BE USED FOR TEMPORARY :STORAGE ONLY DURING WORK DAY. ALL. EXCAVATIONS: SH.ALL. BE, FILLED M COVERED WITH STEEL PLATES AT THE, END OF EACH WORKING. DAY. &REMOVE CONC RAMP AND CURB. REPLACE WITH NEW CONC CURB AND SIDEWALK,. -ILTER. FABRIC FENCING, @lES,\.0 PROTECTION: CATCH BASIN PROTECT`10N, F SEE: Sto DETAILS 2114i 216:2, 2110-3: PROVIDE TEMP. STORMWATER: 8y.PASS FOR EX. 36." PIPE �DURING CONSTRUCTION. TYPICAL. TRENCH BEDDING AND BACKFILL. (NTs) •CITE' OF R EN TON PIP nri ing/Building /Public -Works Deck. TRENCH EXCAVATION PAY LIMIT 7'-01' MAXIMUM SEE � DETAIL FOR PAVEMENT PATCH 10;�r FINAL CAM s • 50 ILT,5 6-29-10 DUVALL AVE. NE #483 FIEWSQOK: PACE: STORM SYSTEM REPAIR wwwr, SHW.: OF, 4 ca k L12 C) co cf). N I CL EX 5*0 WIDE SIDEWALK X 00. DUVALL AVE NE REMOVE " T EX ASPHALT INSTALL. CONCRETE 'SIDEWALK CITY STD PLAN 102 AND CURB AND GUTTER ADJUST TO MATCH. EXISTING 101 EDGE Of ASPHALT PARKING LOT 1, Colo REMOVE EX ASPHALT AS NEEDED GRADE NEW ASPHALT PATCH TO DUN TO CS-2h TIE. PATCH INTO. EX. PARKING LOT -GRADES ,4 EDGE Q F ASPHALT :0 AS PARKtRG LOT_ ,..--- RELOCATE SIGN (CENTER SECTION ONLY) HANG ON. AWNINGABOVEENTRANCE. COORDINATE SIGN AND MAIL BOX H CITY AND BUSINESS, CHILD DAY CARE BLDG.; :#483. DUVALL AVE NE {TAX LOT 102305-9375): :.2": HMA CLASS. -1/2-0 -OR ACP CLASS B MATCH EX15TING. IF GREATER EX ASPHALT PARKING LOT `-RECOMMENDED FOR :APPROVAL By DANIEL CAREY 6129/10 BY TRENCH PATCH EX 5.5, WIDE SIDE -WALK: .......... ...................... . .... . ............... ............... ..................... Property Line DRIVEWAY DO NOT USE. OR BLOCK DRIVEWAY NEW SIDEWALK, CURB,, CUTTER SLOPE TO DRAIN 0 APPX 6" CRUSHED -SURFACING SH. URSE, AS NEEDED ASPHALT PARKING LOT PATCH' (TYP xxxU ST ORIGINAL PLAN STAMPED AND SIGNED 6. 3 BY.- RONALD J. STRAKA PJE# 29727 EXPIRES 10/16/11 N04 CENTER TURN LANE RELOCAA 15TE MAIL. X TOIJEDGE OF SIDEWALK MAIL 80POST OR CO NC. FOOTING AS NEEDED. PROVIDE SLEEVE IN SIDEWALK FOR P.O$t FILL W/ GROUT 2" HM.A CLASS: 1/2 OR ACP CLASS B HMA OR ACP' �. CLASS 8 SEE BELOW FOR. MINIMUM STANDARDS* GENERAL NOTESM A. THIS PLAN DEVELOPED FROM. PLANS AND: ELEVATIONS IN CITY FILES. NOT SURVEYED. LOCATIONS MAY VARY, REF.- TED-40-3029 HIGHLANDS PROFESSIONAL PLAZA TED -40w-215G THE ORCHARDS R-2727 DUVALL AVE NE IMPRVMTS/HIGHLAND MARKET PLACE. B. CONTRACTOR. SHALL. INSTALL EROSION CONTROL, INCLUDING FILTER FABRIC PROTECTION FOR DOWNSTREAM.CATCHBASINS. C. TRENCH PATCH SHALL BE PER CITY.STD PLAN 110 TYPICAL, TRANSVERSE PATCH FOR: FLEXIBLE PAVEMENT - RESTORATION PLAN CONSTRUCTION NOTES, SEE CITY STANDARD PLANS FOR DETAILS. xxx Do NOT BLOCK MEDICAL BUILDING DRIVEWAY. NO PARKING IN MEDICAL BUILDING. PARKING LOT. NO MATERIAL STORAGE ON PROPERTY AND EASEMENT. MAINTAIN ACCESS LANE, (2-6' MIN) M DAY CARE PARKING LOT AT ALL TIMES. DO NOT BLOCK SIDEWALK ACCESS FROM :NORTH.. NO PARKING IN DAY CARE, PARKING LOT. NO, MATERIALSTORAGEON. PROPERTY ANDEASEMENT.. E USED FO EASEMENT ;MAY BR : TEMPORARY STORAGE ONLY DURING WORK DAY. ALL EXCAVATIONS SHALL BE FILLED. OR COVERED WITH STEEL PLATES AT THE END OF EACH WORKING: DAY. @.SALVAGE EX CONC BUMPER. CUT AS NEEDED AND REPOSITION TO FILL GAP WITH NEW SIDEWALK, TESC. PROTECTION- CATCH BASIN PROTECTf:ON, FILTER FABRIC: FENCING ETC. SEE STD: DETAILS 214, 216.3. 6.5..1 MIN. 2.5 1 MIN.: MIN WIN MIN., MIN 2- GRIN Q OR SAWCUT AN[ REMOVE, SEAL WITH I AR-400OW 6* CRUSHED 'SURFACING TOP COURSE COMPACT TO 95%. M:ODtFIE.Q PROCTOR: *MINIMUM :STANDARDS SHALL BE. PRINCIPAL/MINOR/COLLECTOR, ARTERIAL AND INDUSTRIAL ACCESS .STREETS - 6" OR ACP CLASS V RESIDENTIAL ACCESS STREETS 2" HMA OR ACP CLASS: V THICKNESS SHALL NOT BE LESS THAN EXISTING PAVEMENT SECTION TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT BASED OR STI) PLAN 110 (NTS) SURWfM SCALE: A DESKWM. s Noted DWC DWC ONE 9101 CHECKED: RJS, DWG AT FULL IF NW oI INCH REVISION BY DATE APPR SCALE ACCORDINGLY vumck:. NAVU Ila" HOPAZONTAL- NAD 1983/1991 I DRA T U V, Gl TY OF mom: REli TON Planning/Building/Public Works Dept. eACKPILL MAT RIAL CRUSHEDSURFACE TOP COURSE, :OR AS REOUIRED BY ENGINEER COMPACT TO 95% MOD. PROCTOR PIPE ZONE BEDDING PER, WSDQT STANDARD SPECIFICATIONS' FOR TYPE OF PIPE, OR AS REQUIRED: BY ENGINEER FINAL S- BOILT5 DUVALL AVE NE./ #483 STORM SYSTEM REPAIR RESTORATION PLAN 0 PAGE DROMIG W. 2 SHW7 OF; 4 mom WETLAND TRACT NO MACHINERY ALLOWED ALL MACHINERYSHALL WORK. FROM TOP OF BAW,_ RECOMMENDED FOR APFROVALI: 8y DANIEL -CAREY 6/29/10 BY Ex 127Pvc EX". ROOKERY WALL WOOD RAIL FIENCE :S .:a. -p-, 1 110 ORIGINAL PLAN STAMPED AND SIGNED o/30/1.0 BY, RONALD J, STRAKA �PE# 29727 EXPIRES 10/16/11 NO, 2�... Pi THOFE REVISION 00 X �w r "STORE STOP �l BAR 1EX C13 RIM EL=.396..g 'Ss mH1 RIM LL­30,65- IN [E*899,12: .0- �Q2 _UT !Ez-389'. EX 1 21"a wm. TRAFFIC/PARKING LANE — E_ V � A C' oEsloa Dwc DWC CHMI(M. RJS, DWC BY DATE APPR Al"'Rowo: RJS N: 04. lol- SCALE: 1 "= 10' ..NO,T.E.-.., EX FIBER OPTICS APPROX, 2' DEEP ENCASED IN CONCRETE SOMA: As Noted ONE INCH AT FULL MAE IF NOT ONE INCH SCAM ACCOFONGLY GENERAL NOTES: A. THIS PLAN. DEVELOPED FROM PLANS AND. ELEVATIms: IN City FILES. NOT SURVEYED, LOCATIONS MAY VARY. REF:: TED=40-2956 THE VINEYARDS SUBDIVISION TED-40-16.0,0 UNION AVE PLANS 13 CONTRACTOR $ STALL EROSION CONTROL, ING U 0 HALL, IN D 0ING : FILTER F MC , PROTECTION FOR DOWNSTREAM CATCHBASINS.. C. TRENCH PATCH SHALL BE. PER CITY STD PLAN 110 TYPICAL'TRANSVERSE :PATCH POR FLEXIBLE PAVEMENT, D, SEE TRAFFIC CONTROL BID ITEM FOR WORT{ K HOURS AND CONDITIONS. CONSTRUCTION NOTES: REMOVE EX SD PIPE, ENLARGE OPENING AS: NEEDED: FOR NEW PIPE. POTHOLE TO IDENTIFY OLITY DEPTH, POTENTIAL CONFLICTS. RESTORE CURB, GUTTER, SIDEWALK PER CITY DETAIL DRAMNGS. -ADJUST SIDEWALK AND TYPE 2A RAMP AS 'NEEDED TO MATCH EXISTING. SEE STD PROTECTION:. CATCH BASIN PROTECTION; FILTER FABRIC FENCING, ETC, ,SEE STD: DETAILS 2144, 2162, 2164,, INSTALL FILTER FABRIC FENCE IN FRONT OF CONSTRUCTION, AREA.. PUMP WATER AROUND FILTER FABRIC AND CULVERT AS NEEDED, PROVIDE TEMP STORM WATER 8'1 PASS FOR EX 241" PIPE DURING CONSTRUCTION. I T . Y . P. I ICAL TRENCH BEDDING DDI NG AND BACKFILL (NITS) TRENCH EXCAVATION PAY LIMIT 5"-Io:' MAXIMUM :111W 1-0 I -,,— SEE DETAIL FOR PAVEMENT PATCH C1 TY OF RENTON Planning/B u.41 tnq/Pvbv(!ic: .. wqrks Dept ns-av1crs UNION AVEME / NE 5th CT STORM SYSTEM REPAIR EN FINAL . Q. c DA19— 6/ . 18/10 PAGE: r_ m ul 3 4 146 Pei 0 3/4" DIA.. SMOOTH BAW3. ON ENDS- WELDED TO BAR FRAME PLAN VIEW PIPE COUPLING OR JOINT (CPEP) f M114 NOTES: 1- CMP end —section Or CPEP srr)Qo.th wd.1 interWl. 2. All steel pcirts,rrmst be gOlvemized otiA asphalt00 I waked (Teedtmertt. 1 :or better). :2 HX5" ANCHOR STRIPS WELDED TO 3/4 DIA- BAR' -FRAME :(4 PLACES) SPACED UNIFORMLY, FASTEN WITH 1/2" GALV. OR NON -CORROSIVE BOLTS .& NUTS. t BEVELED 'PIPE END SECTION SIDE: V1 E W 3/41- DIA. BAR —FRAME 4 OX. BI AR ?ACING END VIEW -- ... — -- — --- n1 t- . , , /L,.k1N DEBRIS BARRIER — CPEP END SECTIOIS I.. —5- 3 FOR f8" Dik MATCH EX. cULvtR- 5 U—T FOR 24" D(A6 APP X 7"-V FOR 310" .69R. DAND GREATER 39Z .5 DEBRIS BARRIER BASED ON STD PLAN 2,23.10 (NTS) 12" H.MA CLASS 1/2" OR ACP CLASS. 8 HIM A OR ACP CLASS B :SEE BELOW FOR MINIMUM STANDARDS* 21' GRIND. OR SAWCUT AND REMOVE., SEAL WITH AR=400OW CRIUSHED SRFACING TOP COURSE COMPACT TO 95% MODIFIED: PROCTOR BACKFILL MATERIAL CqUSHED SURFACE OR AS: REQUIRED 8 COMPACT TO 95% 1 PIPE ZONE BEDDIN( WSDOT STANDARD FOR TYPE OF PIPE; OR: AS REQU.. IRED E .*MINIMUM STANDARDS SHALL :: . BE PRINCIPAL/MINOR/COLLECTOR;. ARTERIAL AND INDUSTRIAL ACCESS. STREETS 6 HM A OR ACP 'CLASS 'B' ..S.DENTIAL. ACCESS STREETS — 27 HMA. OR ACP CLASS :V THICKNESS SHALL NOT BE LESS THAN EXISTING. PAVEMENT SECTION 'TYt'---"1`1CAL- TRANSVERSE PATCH FOR FLEXIBLE' PAVEMENT . . BASED :ON, STD PLAN 110 (NTS) AD S 2' c 7 IC)IS 2' ic V'S L R. s 0, M.. �It RECOMMENDED FOR APPROVAL., BY DANIEL :CAREY 6/2 , 9/10 ORIGINAL PLAN STAMPED AND SIGNED 6/30/10 BY. RONALD J, STRAKA PE# 2972:7 EXPIRES 10/1.6/11 NO. PIPE ZONE MATERIA - ARRY'SPALL FOU CULVERT END AND CB GRATE (NTS) REVISItlIV "WE'tim. OEMEDINS UPAM., DWC CHECKM- RJSi DWC BY DATE APPIR 0"101M RJS' As Noted ONE PCH AT Flu =&E IF my ow lktw SCALE A=RUMLY VERMAL; NAVO 19M HMZMAL: W 19aJ/1991 TOP OF SLOPE 398 C! TY OF RE N TON Planning/Building/Public Works Dept. FINAL h)5-6�J�c-T5 UNION AVE NEDUVALL AVE NE ,STORM SYSTEM REPAIR DETAILS DM 6/18/10 PAGE: DMIMC, NO: 4 5"W: OR 4 mm'mr-�mm