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Home My WebLink AboutR-373601El LL OL LU LU u LL Z n F- N Z LL Q U LL 0 LEGAL DESCRIPTION (HER FREE AMERICAN TITLE INSURANCE C09PARYS FEE N0. NCS-520794-01RI, GATED JULY 20, 2012) THE NORTH I FEET (AS MEASURED ALONG THE EAST LINE) OF THE NORTHEAST QUARTER O ME NORTHWEST QUARTER OF THE NORTHEAST OUARTER OF THE NORTHWEST IXMRRR OF SECTION U, TOWNSHIP 23 NORTH, RANGE 5 FAST, N.M.. IN KING COUNTY, WASHINGIDN AND EXCEPT THE EAST 20 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY DEED RECORDED UNDER RECORDING NO. 1804907; Mo EXCEPT THE NORM 35 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY DEED RECORDED UNDER RECORDING NO. 5849734; ANO EXCEPT THAT PORTION LYING NORTHEASTERLY OF THE ARC OF A CIRCLE INNING A WES OF 25 FEET, SAID CIRCLE BEING TANGENT TO A LINE 35 FEET SOUTH OF MD PARALLEL EO THE NOUN LINE OF SAID SUPONISION Mo TANGENT TO A LINE 20 FEET WEST OF AND PARALLEL TO THE EAST LINE OF SAID SUBOMSION AS CONNEYEO TO KING COUNTY FOR S.E. 128TH STREET BY DEED RECORDED JUNE 24, 1907 UNDER RECORDING NO. 8706241480. HORIZONTAL DATUM - BASIS OF BEARINGS WD 83(1991) (PER CITY OF RENTON) SOUTH BWO2'10' BST. A9 MUSLFED RETMFEN CITY OF RENTON HORIZONTAL CONTROL POINTS 1503 MO 1851. VERTICAL DATUM - BASIS OF ELEVATIONS (NAND 88) Mae 19H (PER CITY, OF RENTON) BENCHMARK: CItt OF RENTON VERTCAL CONTROL, FONT '1851'. BEING ELEV- 39855 FT. (HAD 88) CIVIL GENERAL NOTES CO�NTTAC�M ♦ �� OWNERAI W/'11\I FREJ METER SIDES, INC. P.O. BOX 42121 FORT AND. OR 97242 PHONE: (STIR A7-5617 CONIACI:.AMES COONBS ELML ,WES.000IIBfSNHEONf1ER.00Y TALE KROGER Go. 36O SE TEND MENK PGRLWD. OR 9720E NNOE: (STE) 797-3026 CONTACT: BRMI FEIERWIN FINAL BRMM.PLTERSINWXROGEP.CGM DEC 10116 WE 811H STREET ffILAN.. a 98204 PROF: (4n) 462-2163 CONNATE IN HW4N DOME: IMHNSE V.COM EASEMENTS Table 0 Ritmebad[ ermia, Comments, Restrictrons and/or Easements Madad thacuments May lmakt the Proposed OaeklgnenR of QFCF InB Station, K E1 sta ONMI Ave. Pa,cell,kc 152305912403-.cmwno (reEerRdww"nmeu. 1924M UndlssbzN Mircral-NORFPm PxEk Ralraad CP - 8205030188 06-03-]%2 Eavement antl t-DfNiflNM 8706341488 0624-19112 Wormit Oeed- Right b make necessary saps 1Y CV li %06210%6 0631-]9% yof{l Crty Ot Renton Ordnance No. 46]25anttary Sewer Seal pl ARsessmeDE GztM 200R01220O9M1 01-21-2007 Geed sP Tima-Sanda,LlC 6Syntax, LEE IW912319W3O I2-31-2009 Mend In Time o<FYacbsure-Sallgay, llC\SRnmX, LLE 11-23-1923 tCMMn Dee d SIMI 5899234 01-23-1965 IWiPOaim Peed SHORING AND DEWATUM NOTE ME GENERA CONTRACTOR SHALL REVIEW PLODS. NOTES. AND MOTECHNIGAL ENGINEER RECOMMENDATIONS FOR SWAID DEWATERING MEASURES REWIRED FOR EXGMTIONS. COSTS FOR PROMGNG AND WLEKWING THESE WMAJ E5 ON MIS PROJECT SMALL K SPECIFICALLY INCLUDED IN THE CONIRCTORS ND PROPOSALS SOILS REPORT NOTES I. THE FOLLOWING SOILS REPORT HAS KEN PREPARED FOR THIS PROJECT GEOTECNWI ENGNEERING REPORT: DEC 871 MEL STATION - RENTON, WASHINGTON DATED: AJGUM 22. X12 PROJECT NO.: 2012-345 WE REPORT PERFORMED AIO PREPARED BY: THE MLEY GROUP. NC. 17522 BOTHELL WAY WE BOIHELL. TO, MI PROJECT CONTACT: EMC L MOWS. LG (425) 415-0551 2, R SHALL R THE RESPCNSIBUTY OF THE CONTRACTOR TO ENSURE TACT ALL PROVISIONS OF THE SOILS REPORT FOR ME SITE SE OBSERVED MID CONFLICT WITH WRING ALL PURSES OF THE STE PREPARATION, GRADING OPERATIONS. FG TM. 51AI LINO PAVING CONSTRUCTION. 3, MY PROVISKKJS OF THE SOILS BEFORE WHICH CONFLICT WITH INFORMATON SHOWN ELSEWHERE ON THEY ORAWINGS, OR WHEN REWIRE FUR NER CLARIFICATION, SHALL K RROUGM TO THE ATTENTION OF BAM.HWSEN CONSULTING ENCMEER6, NC. 4. A REPRESENTATIVE FOR THE SOILS ENGINEER SHALL BE AVAILABLE TO OBSERE AND APPROVE THE EARBIWORK OPERATORS MO TO VERIFY FIELD DONATIONS IS WORK PROCEEM, THE MILE ENGINEER SHALL SUBMIT FIELD REPORTS CERTIFYING TAT ME MEMCOS Mo MATERMLS OF THE EN1xWCEK OPERATIONS WERE IN ACCORDANCE CORN THE KCOLNENMT OF ME SOILS INESTWTNN MO THAT THE WORK NAS PERFORMED TO ME 5•115FKTNM OF THE ENGINEER. THE CMRCTM SOUL LAKE ALL PROVISIONS FOR SOILS NSPECKIW AS RECOMMEIOED WINK SAILS REPORt. AS A MINNVM. INS INCLUDES M INSFEGWII OF THE FOLLOWING BY A SERIES ENGINEER: A. SITE EXCAVATION Mo GRADING. B. INSTALLATION O SHORING SYSTM, C. OYEREXGVATION FOR PLACEMENT OF STRUCTURAL FILL (WHERE APPUCAB.E), D. PLACEMENT Of STRUCTURAL FILL MD SOIL COMPACTION, E. VERIFIGTON OF $OIL-BEARING CAPACITY. F. PLACEMENT G UNDERGROUND STORAGE INTO BACKFILL. G. CONSTRUCTION G CAST -IN -PLACE CONCRETE MILES. YE ALSO DEC SEVEN 1TN.9. 5. THE CONTRACTOR SHALL QUI ANY LIMITATIONS TO SOILS INSKOlIONS LIMN BD PROPOSAL. No. HIM TO SHE C1 OF 13 CML GENERAL NOTES 0 OF 13 DEMOLITION AND T.ES.C. PLOD C3 OF 13 SITE IMPROVEMENT PLAN G Of 13 GRADING PLOD - C5 OF 13 STORM DRAINAGE PUN t C6 OF 13 SANITARY SEWER MU WATER UTILITY PUN CT OF 13 CONSTRUCTION DETAILS C6 OF 13 CONSTRUCTION ONO TESL DETAILS C9 OF 13 VAULT DETAILS CIO OF 13 CONSTRUCTION DETAILS C11 OF 13 CONSTRUCTION DETAILS T C12 OF 13 STREET/TRANSPOqRO0TATION PLAN C13 OF 13 CONSTRUCTION Yy T5T 1 M TIT al 33EMfl W MSW LI OF 2 LANDSCAPE CONSTRUCTION PUN 12 OF 2 I-AANDSCAPE CONSTRUCTION NOTES ONO DETAILS L3 OF T -MI PURRING PLOD L4 Of ] LANDSCAPE PLANTNG NOTES AND DETAILS L5 OF 2 LANDSCAPE IRRIGATION PLAN L6 OF T LANDSCAPE IRRIGATION NOTES MAID DETAILS LT OF T SIGNIFICANT TREE PLAN EARTHWOW QUAMMS; FOR PERMIT PURPOSES ONLY EXPORT =2.WD CY EXPORT W,1ERMl SMALL BE DISPOSED OF OFF -SIZE AT LOCATION OPPRMED BY CITY OF RENTON SITE AI MEETING SITE AREA - 21092 SF EXISTING IMPERVILUS MRA = 360 SF EXISTING PERIODS AREA = 21,732 SF SITE AREA AFTER RIGHT -OF -MANY DEDICATION - 19.393 4 DEVELOPED IMPERROUR AREA = 15.562 Y CEKLOPED PERVIOUS AREA = 3.011 Y AREA DISTURBED DURING CONSTRUCTION - 25.190 Y DrjA�f Cell ToN Free 1 (800) 424-5555 TWO WORKING DAYS BEFORE YOU DIG REVISION I BY I DATE I APPR ENGINEER 8N(RWISM COIfiLl1NIG ENGNRRS W. IU15 720 AKNL'E SOUTH KEW, a MR %KM: (425) 251-6222 CORWE JWN G xl1®ELL, P.E. ENML JHUBE£LLOBNCJW KM SURVEYOR: EAW:HWSM CONSULTING ENGNEM MD 18215 TEND NBILE "IN KEm, NA MR FOIE: (425) 25T-6222 CONTACT: MIMIS YAM, P.L.S. DOW: OSATSS6EAWMN5EM.CON GENERAL NOTES I. ALL MURK MID MATERIALS SFMALL BE IN COMPLETE ACCORDMICE ON CURRENT INTERNATIONAL BUILDING CODE MID/OR PLUMBING CODES 2. THE CONTRACTOR SHALL OBTAIN MO TAKE AVAILABLE COPIES OF THE Al GOVERNING AGENCY STANDARDS AT THE JOEI SITE DURING THE RELATED CONSTRICTION OPERATIONS. 3. ME CONTRCICAR SOUL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSKKI, AND DEPTH OF ALL EXISTING UIUTIES PRIOR TO CONTRUCTON WHETHER SHOWN ON THESE PLAINS OR NOT. LOCATIONS OF SAID UTILRIES 4 SyCkN ON THESE PLANS ME BASED UNN THE AVNI RECORDS NO ME SUBJECT TO A DEGREE W UKK VARATXX4. IF COWFUC15 SHOULD OCCUR, THE CONTRACTOR SOUL CPISULT BARGVUYN CGRSULTNG ENGINEERS, INC., TO RESOLVE ALL WOBLEMS F9OR 10 PROCEEDING ON CONSTRUCTION. 4. IT SMALL BE THE COMRALTUR'S RESPONSIBILITY TO NOTIFY TIE MPROPRMTE UTILITIES INMLVED PRIOR TO CONSTRUCTION. THE CGITRALTON SHALL BE RESPONSIBLE FOR PROTECTION OF ALL EXISTING UTILITIES WITHIN THE CONSTRUCTION AREA WHETHER SHOWN CR NOT SHOWN ON THE MANS. 5. TWO (2) COPIES OF THESE APPROVED PUNS MUST BE ON THE JOB SITE ITHENEVER CONSTRUCTION IS N PROGRESS. 5. INSPECTION BE WLONG AND SITE WGM WILL BE AC USHED BY THE CITY. IT STABLE K ME CDIRFICTOR'S RESPGI9BLItt TO NOTIFY THE INSPECTOR 24 HOURS N AGAMI OF gOTEREUNG ALL CONSTRUCTONN. 2, FROM M ANY CONSTRUCTIN/CMLOPMEHT MTnl THE INSPECTOR PERSOMEL MUST BE CONTACTED FEW ANY REWIRED PRE -CONSTRUCTOR MEETING(S). S. SDE STRILNATION (WEED MILLER) SHALL BE APPLIED IN ARM TO WE PAVED. KEEP 2-FOOT W WM CLEAR OF EXISTING Mo PROPOSED UVINSOPE AURAS. hol AT WlNf UKR'S RECOMMENDED RATE TO ASSURE 3-INCH MINIMUM KNEMW . 9. "MI OR BIRDBATHS' EXCEEDING OE -QUARTER INCH N DEATH SHALL NOT BE ACCEPTABLE MO SHALL BE CORRECTED BY THE CONTRICTGt. 10. PRIOR TO THE START OF GR M, ALL EXISTING VEGETATION, DEBRIS, RUBILE, ASPHALT PAVEMENT, ETC., SHML BE REMOVED FROM THE SITE TOM SUISFACTOW OF THE OWNER. AL WTERML TO BE USED AS FILL (WIN ON STE Mo IMPORTED) SLIIL BE APPROVED STRUCTURAL MATERIAL. 11. M CONTRACTOR SHILL BE RESPLWSNLE FOR IMF TIK AND/CAR EXPGRNG ALL MATERIAL AS REQUIRED TO PROPERLY DRINK THIS STE TOM FINISHED ELEVATIONS STORM HEREON IN ACCURCARCE WITH THE IPPRUVED PLANS AND SPECIFICATIONS. 11 M CONTRACTOR SHALL TAKE ALL NECESSARY FRECMlIKK45 TO ASSURE THAT SILT -LADEN WATER DOES HOT ENTER M PUBLIC 9GN1 oRMNI SYSTEM. ALL STORM EMBLEM STALL K FLUSHED AND CLEMNED NNJR TO FINAL ACCEPTANCE. SEGMENT DISPOSAL SHALL BE COORGWMD WITH THE COUNTY P.N. DEPARTMENT. 11 WITILL TRENCH OF PIPES IN LIFTS DA 8 INCHES AND COMPACT TO 95 PERCENT RELATIVE COMPACTION UNDER PAVED AREAS AID 90 PERCENT COMPACTOR OFF PAVED AREAS. ALL PIPE SHALL BE INSTALLED MEN BECIMNG IN ACCORDANCE WITH THE SPECIFICATIONS. 14. OWNER STOOL IMAGE PRIVATE O Tp /MVNTEWACE AGREEMENT FOR MEN STORM SYSTEM FACILITIES. 15. CONTRACTION SHALL RETAIN SERVICES OF A LICENSED WRVEYOR TO PRpACE ALL NECESSARY HONZdITAL NW VERIIOAL CONSTRUCTION STMMG EASED ON ELECTRONIC FILES PROVIDED BY BCE. CAUTIM THE GCNIRICTOR 91N1 K RENN61NE FOR HNMNO ME LOCATION. GWNLCN, AND DETH OF ALL EXISTING UM1nU WHETHER PATH ON TREY RN5 GI Man FV POTMAINL THE UTILITIES AND 9JMEYNG THE MR20IRA ND YERIKAL LOCATION PNOR ro C RURgN. TMS s HCLUCE ULLHG MN LOUTS W I-NM-424-Y MO THEN POTIpNG ILL O THE EXISTING NNrtES AT LWTXMS R- 3 1 3 6 0 I RE T UIXJR GRD9SNG5 TO PLUDING VERNY METIER PUBLIC NW GCNRKR EXT. LOUIRNS O SW PILOTS LS SOWN ON NEW PW6 ME NSD UPON REST AYNME elew el I N oh,Ub a IMMIFED NARK NFLANMTRW, MD NON SRLT 10 VAIN CO IF CQFIKTS M, TIC, , TO R OL @NPKIGI SHILL PROOR 7 MHOWREN CORCONG E(LBON. , INC. 10 RESOLVE ILL MMAEK NIDIT 10 PXOCEFNNC Min CdSIhIICIXM. CITY OF RENTON Approved by: Date: Appmvedby: K.G..- AA� �F�\ Approved by: � IT/F Approved by: O L., Date: 9 20/ Date: (41 1' DATUM • 4vMN�- COMPACTOR SHALL K FULLY K5HM9%E FOR MAPPING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF HATURIL RESOURCES FOR KM K AND REPLACING ALL SURVEY MONUMENTATM THAT MAY K AFFECTED BT CONSTRUCTION .1CTMTY, PURSUANT RT WAI: 3M-120. APPLMAIIONS MIDST K COMPLETED BY A REGISTERED LAND SJRYAON. IPFlG1ION15 FOR KRMITS TO KM MPIIK MAY BE WIMNED FROM M WASHINGTON STATE OEFAIEMFM OF M.i RESOURCES. OR ar CONTACGNG MR OFFICE BY TELEPHONE AT (206) S02-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 470N OLYMPW, WASKNGTON 98504-0080 UPON COMPLETION OF CONSTRUCTION. ALL MOUMENR DISPLACED. REMOED, ON DESTROYED SHALL K REPLACED R A KQS KD LAID SURVEYOR, AT ME COST MO AT THE GRECTNN OF ME CONTRACTOR, PURSUANT TO THESE REGAATIONS. M ARPRCPRMIE FORMS FOR REPLACEMENT OF SAID MONUMENIATIN SHALL M50 BE THE RESPONSIBILITY G ME CONTRACTOR. CITY OF RENTON PbnnRq/INI�aiNq/Pu01ic Waks POPE QFC FUELING FACILITY Permit No. U13000883 PPGHAII m � N 00' `Gfx'YO FWCgLtt IU15 72W M£NUE SOUTH TAX e J a d s Tl �e gELI � aUSXu s Q W jLi gp Ed a g ?^ • gSLR YgK LL AC R� ^ y = E 15g2-01-OLMg 4615 HE AM STREET RENTON. M CIVIL C3ENERAL NOTES OFC FUE1- (3 FACILITY D'em;I 4, C1 of 13 ILL�IIIIILILII l_J r a rS Gc - m m cm TyeMI� T °z W cD R 373�C11