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Home My WebLink AboutzR-4042SetN 0 W 0 z Lu rr M CD 0 .J O m OL LEGEND (NOTE, NOT ALL SYMBOLS MAY APPEAR ON THE MAP) (REFER To SURVEY SHEETS FOR ADDTION-4L EXIS7NG LEGEND INFORM-4TION) EXISTING PROPOSED LUMINAIRE (LUM,) F POWER METER POWER POLE TELEPHONE MANHOLE ❑ CATCH BASIN (CB) STORM MANHOLE (SDMH) { SANITARY SEWER MANHOLE (SSMH) SANITARY SEWER GLEANOUT (SSCO) 0 WATER VALVE (WV) 04 FIRE HYDRANT (FH) FIRE DEPARTMENT CONNECTION (FDC) jk EE WATER METER wl F SIGN MONITOR WELL --w--------r: WATER LINE —w w FIRE WATER LINE — r F FDC WATER LINE --FDC Fpc•--• SANITARY SEWER LINE — 5 — s _ _ = STORM DRAINAGE LINE —G— — GAS LINE r4LI'�w — -- TELEPHONE UNDERGRDUND — F1'l-IO} POWER UNDERGROUND p(OH)— - POWER OVERHEAD ELEV CONTOURS ELEV ROOF DRAIN RD FOOTING DRAIN FD ELEV GENERAL NOTES PROLOGIS RENTON 9 AUTOCAD FILE THE FOLLOWING APPLY UNLESS OTHERWISE INDICATED. 601 MONSTER ROAD SW AUTOCAD DRAWING FILES ARE AVAILABLE 1- ALL WORK AND MATERIAL SHALL CONFORM TO CITY OF RENTON FOR SITE LAYOUT UPON REQUEST, STANDARDS AND STANDARD SPECIFICATIONS OF SDOTAPWA, WHERE PORTION F THE NW 114 F SECTION TOWNSHIP 2, RAKE., W.M. MORE THAN ONE STANDARD IS REFERENCED ON THE DRAWINGS AND CITY OF RENTON, N, ACING COUNTY., WASHINGTON THERE IS A DISCREPANCY BETWEEN THE TWO THE MORE STRINGENT ALLLLL TI ESPDURINGSET OF CONSTRUCTONED PLANS SHALL BE KEPT ON SITE AT P�q CEL PROCEDURE MARRATIVE 2, THE LOCATIONS OF EXISTING UTILITIES AND FEATURES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL VERIFY ACTUAL LOCATIONS & SIZES PRIOR TO CONSTRUCTION OF NEW IMPROVEMENTS. CONTRACTOR SHALL BE CAUTIOUS WHEN EXCAVATING NEAR EXISTING UTILITIES. CONTRACTOR — — SHALL BE (RESPONSIBLE FOR DAMAGES! CAUSED TO EXISTING UTILITIES- 3. CONTRACTOR TO LOCATE AND DETERMINE DEPTH OF EXISTING UTILITIES. NOTIFY OWNER AND THE ENCINEER OF ANY CONFLICTS BETWEEN EXISTING FEATURES AND THE PLACEMENT OF NEW FACILITIES. 4- THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL ' ON —SITE AND SHALL COORDINATE HIS ACTIVITIES WITH THE OWNER AND ENGINEER A MINIMUM OF TWO () WEEKS IN ADVANCE OF THE BEOINNINC OF WORK. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL TRAFFIC- CONTROL SIGNS. SAFE VEHICULAR AND PEDESTRIAN ACCESS SHALL BE PROVIDED AT ALL TIMES DURING CONSTRUCTION- SHUTDOWN OF OWNER I M OPERATION OR ACCESS WILL NOT BE PERMITTED. ` 5- THE CONTRACTOR SHALL MAINTAIN A CLEAN WORK ,AREA AT ALL TIMES BY SWEEPING. WASHING OF PAVEMENT WILL NOT BE ALLOWED WITHOUT PRIOR OWNER APPROVAL, 6, ALL DEMOLITION DEBRIS SHALL BE LEGALLY DISPOSED OF OFF —SITE, ELK TRM E�Ee 7, FIELD VERIFY DIMENSIDNS FOR WORK PRIOR TO START OF WORK. PRE 8. ALL WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER AND IN mc- CONFORMANCE WITH APPLICABLE CODES}, REGULATIONS} AND PERMIT I {{ REQUIREMENTS- 9,RECORDDRAWINGS: CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A CLEAN SET OF DRAWINGS AT THE PROJECT OFFICE FOR 125 RECORD INFORMATION, ALL REQUIRED INFORMATION SHALL BE RECORDED IN RED PENCIL DAILY IN A NEAT AND LEGIBLE MANNER. I 10. CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR CONSTRUCTION PARCEL THAT OWNER HAS NOT OBTAINED. — 71 RC ZONING SPOT ELEVATION 11. PRIOR TO PLACING PAVEMENT, THE CONTRACTOR SHALL ENSURE THAT 2423049120 IL ALL REQUIRED UNDERGROUND UTILITIES AND APPURTENANCES ARE IN PARCEL # l CHAIN LINK FENCE ?{ PLACE, INCLUDING, BUT NOT LIMITED TO: SANITARY SEWER, STORM DRAIN, SURVEY MONUMENT (AS NOTED) GAS, ELECTRIC, TELEPHONE COMMUNICATION SYSTEMS, CABLE TELEVISION, 24230490081 SITE LIGHTING AND IRRIGATION SLEEVES. BENCHMARK 12- ALL DISTURBED PROPERTY AND VEGETATION SHALL BE RESTORED TO 0 FOUND REBAR/CAP (AS NOTED) ORIGINAL CONDITION OR BETTER AS SPECIFIED. WORK SHALL BE CONFINED SURVEY CONTROL STATION TO OWN ER PROPERTY. 13. CONTRACTOR SHALL PROTECT ALL SURREY MONUMENTS AND ASPHALT BENCHMARKS, CONFIRM INDICATED VER11CAL AND HORIZONTAL CONTROL AND MONUMENTS PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES, HEAVY DUTY ASPHALT 14- THE CONTRACTOR SHALL MAINTAIN ALL SIGNS, BARRICADES, WARNINC FM - LIGHTS, AND OTHER DEVICES NECESSARY FOR SAFETY. w 15, THE SPECIFICATION OF A NAME BRAND PRODUCT, OR EQUAL/EQUIVALENT, _ CONCRETE � IS DONE TO ESTABLISH THE LEVEL OF QUALITY OF MATERIALS AND � _�~- 336 EQUIPMENT REQUIRED AND IS NOT A PRODUCT ENDORSEMENT. SUBMIT BOTTOM OF CURB L4C SUBSTITUTIONS IN WRITING IN ACCDRDANCE WITH SPECIFICATIONS FOR PARCEL TOP OF CURB Tc APPROVAL. � BOTTOM OF WALL Bw 2423049122 TOP OF WALL Tw SURVEY MCNUMENTATION NOTE ABBREVIATIONS UTILITY CONFLICT NOTE - CAUTION: CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF (R#) REFERENCE SURVEYS THE CONTRACTOR SHALL BE RESPONSIBLE FDR VERIFYING THE NATURAL RESOURCES FOR REMOVING AND REPLACING ALL ' (OH) OVERHEAD LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES SURVEY MONUMENTA110N THAT MAY BE AFFECTED BY WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE CONSTRUCTION ACTIVITY, PURSUANT To WAC 332-120- EnSlR � (UG) UNDERGROUND UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND ' (TYP} TYPICAL LOCATION PRIOR TO CONSTRUCTION- THIS SHALL INCLUDE SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS J CALLING UTILITY LOCATE @ 1-800-424-5555 AND THEN MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT (C) CALCULATED POTHOLING ALL OF THE EXISTING UTILITIES LOCATIONS OF NEW OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BYopar+ j UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT TELEPHONE AT (206) 902-1190, (M) MEASURED CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON TOP THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES TOP OF SLOPE INFORMATION AND ARE SUBJECT TO VARIATION- IF CONFLICTS PUBLIC LAND SURVEY OFFICE TOE OF SLOPE SHDULD OCCUR, THE CONTRACTOR SHALL CONSULT THE 1111 WASHINGTON STREET S.E. ENGINEER OF RECORD TO RESOLVE ALL PROBLEMS PRIOR TO P.0- BOX 47060 ' PROCEEDING WITH CONSTRUCTION, OL MPIA, WASHINCTON 98504-7060 EXISTING UTILITY NOTE UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS EXISTING UTILITY AND OTHER SUBSURFACE INFORMATION SHOWN ON THESE DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY DRAWINGS HAS BEEN COMPILED FROM THE BEST INFORMATION AVAILABLE- A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE THIS INFORMATION, HOWEVER, IS NOT GUARANTEED TO BE ACCURATE OR DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE — INCLUDING ELEVATION ALL EXITING REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF COMPLETE. CONTRACTOR TO LOCATE ( SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF UNDERGROUND UTILITIES PRIOR TO EXCAVATING FOR CONSTRUCTION THE CONTRACTOR. CIVIL SHEET INDEX C1,0 COVER SHEET i;1,1 PROJECT CONDITIONS — CONDITIONS OF APPROVAL (SEPA) DNS C1.2 PROJECT CONDITIONS — (SEPA) DNS (CONT.) GEOTECHNICAL INFORMATION, C1,3 PROJECT CONDITIONS — GEOTECHNICAL INFORMATION (CONT-) C2.0 DEMO PLAN AND NOTES C2A TE O PLAN AND NOTES C2,2 TESL DETAILS C2.3 TESC DETAILS C3.0 GRADING AND DRAINAGE PLAN C3,1 UTILITY PROFILES C3.2 UTILITY PROFILES C3-3 STORM NOTES AND DETAILS C3-4 STORM NOTES AND DETAILS C3.5 STORM NOTES AND DETAILS C4.0 PAVING, HORIZONTAL CONTROL PLAN AND DETAILS q C5-0 COMPOSITE STORMWATER, DRY UTILJTIES, SANITARY SEWER, WATER & FIRE PLAN C5.1 WATER NOTES AND DETAILS r C5-2 WATER NOTES AND DETAILS C5.3 SEWER NOTES AND DETAILS C6.0 OFF —SITE EAST IMPROVEMENTS PLAN AND PROFILE C6-1 OFF —SITE NORTH IMPROVEMENTS PLAN AND PROFILE C6.2 OFF —SITE NORTH IMPROVEMENTS PLAN AND PROFILE AND HANDICAPPED RAMP DETAILS C6-3 OFF —SITE NOTES AND DETAILS C6.4 OFF —SITE SECTIONS, NOTES AND DETAILS S 1,0 SURVEY BOUNDARY & TOPOGRAPHY (REFERENCE ONLY) SV1.1 SURVEY OFFSITE STORM (REFERENCE ONLY) BENCH MARK SEE SHT S1,0 SVI-2 SURVEY DN51TE EXISTING CONDITIONS (REFERENCE ONLY) CITY OF RENTON CONTROL POINT 862 BEING A BRASS DISK Is 5 PARCELTHIS A AND ISPECTRAGPRECTRA�ISON RANGER DATAERSE SURVEY.TRA COLLECTOR�WA�CUS USEDO�TOOPCON MEASURE THE 1 ANGU AR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTA110N CC) ZONING OLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090, ALL INSTRUMENTS AND EQUIPMENT HAVE BEEN MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURERS' SPECIFICATIONS - SITE BENCHMARK — ` _t_— — ` — — — — — — PARCEL 1. 2423049121 CUT / FILL OUANTITES 4.0 I. 4,00U LU, TUB. FILL. 5,390 CU. YDS. NET: 530 CU. YDS. (FILL) NOTE, THE QUANTITIES ABOVE ARE CALCULATED FROM EXISTING GRADES TO PROPOSED GRADES. STRIPPING, PAVEMENT SECTION, AND SOIL CONDITIONS ARE NOT SEE SHT SVI.0 CFFY OF RENTON CONTROL POINT 862 FND MIC INTX MONSTER RD SW & CAKSDALE AVE SW SITE DM ON 2' DRASS IN CASE ELEV= 2a,33 FT, SITE DETAILS JECT A-TI O N sw VICINITY MAR AGGRESS 601 MONSTER RD SW, RENTON, WA 98055 PARCEL: 242304-9005 ZONING; IM, INDUSTRIAL MEDIUM GROSS SITE AREA: 418,876 S.F. (9.62 ACRES) IMPREVIOUS SURFACE AREAS. EXISTING 257,515 S.F. PROPOSED 325,136 S-F- PROJECT DISTURBANCE AREA: 397,952 S.F. 9,14 ACRES) NPDES PERMIT NO.; WAR306628 LEGAL DESCRIPTION LOT RB—L° OF THE SID ELAND f JEFFERSC.N SMURFIT LOT LINE ADJUSTMENT NO. LUA-98-143—LLA OF THE CITY OF RENTON, AS RECORDED UNDER RECORDING NUMBER 9812309028. RECORDS OF KING COUNTY AUDITOR; EXCEPT THAT PDRTION, IF ANY, CONVEYED TO THE CITY OF RENTON FOR DAKESDALE BY DEED RECQRDED UNDER RECORDING NUMBER 8706091481 SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. DEVELOPER PROLOGIS JUSTIN KIRK CONSTRUCTION & DEVELOPMENT MANAGER 12720 GATEWAY DR., SUITE 110 TU K ILA, WA 98168 PH 2O6-414-7625 SURVEYOR BLR HAUSEN CONSULTING ENGINEERS, INC R,L,HILLEBRAND, PLS 182'15 72ND AVENUE SOUTH K EN T, VVA 98032 PH 425-251-6222 FAX 425-251-8782 CIVIL ENGINEER INNOVA ARCHITECTS STEVE NELSON, PE 950 PACIFIC AVENUE, SUITE 450 TACOMA, YEA 98402 PH 253-572-4903 FAX 253-572-4919 GEOTECHNICAL ENGINEER ACCOUNTED FOR. THE GRADING QUANTITIES TERRA ASSOCIATES. INC. ARE FOR PERMITTING PURPOSES ONLY. THEODORE J. SCHEPPER, PE 12220 113TH AVE NE, SUITE 130 KIR LAND, A 98034 RECORD DRAWING PH —21 77777 ATOP A 5 DIA. CONCRETE MONUMENT 0.5 BELOW THE RIM OF A SURVEYORS NOTESSEE HT SV1.0 03-15-2021 SURVEYORS 7 UTILITIES L-1 LANDSCAPE PLAN (NW) MONUMENT CASE AT THE INTERSECTION OF OA DALE AVE S & NO RECORD INFORMATION L-2 LANDSCAPE PLAN (NE) MONSTER RD. 5 . HAVING A RECORD ELEVATION OF 28,33 FT. THE MEASUREMENTS ARE IN U-5. SURVEY FEET. SHOWN ON THIS SHEET. WATER — CITY OF RENTON VERTICAL DATUMSEE SHT S 1 1' MINOR CONTOURS AND 5' MAJOR CONTOURS, L-3 LANDSCAPE PLAN (541+ .0 SEWER — CITY OF RENTON L-4 LANDSCAPE PLAN (SE) NORTH AMERICAN VERTICAL DATUM OF 1988 — NAVD 88 CITY OF RENTON 1. UNDERGROUND UTILITIES AND FEATURES DEPICTED HEREON ARE BASED ON STORM — CITY OF RENTON L-5 LANDSCAPE PLANT SCHEDULE & NOTES CONTROL POINT B62 BEING A 2 �` BRASS DISK ATDP A 5° DIA. CONCRETE FIELD OBSERVATION, MARKINGS, DEVELOPMENT PLANS, AND/OR AVAILABLE TELEPHONE L-6 LANDSCAPE PLANTING DETAILS MONUMENT O 5' BELOW THE RIM OF A MONUMENT CASE AT THE INTERSECTION RECORD DOCUMENTS ONLY- THE TRUE LOCATION, NATURE AND/OR EXISTENCE hi Ao rl�l oxa $O� *01D rAL ;�Fel REUSE OF DOCUMENTS A0CCTA MKi SM WAC M-23-07C AND U WIER 19.34 WNWANIC ar TWS WL MAJDA f THE T, 4w OrwKArpm me gpNAK THE MM AND DEWS i40MF TlD MGF AS M *aMPAPaT OF THE PRWOVI q WMCF, IS THE PROPER rf tF DWYA ,IdIC}99M AM 6 MDT TO K UW1. IN *0_f 00 R WATT. FOR MY GTPV }MIUT WffiU9' wkrrEr1 ArDwErAtIN up Rf&M k"Tm 1NNOYL architects 950 Pacific Avenue. Suite 450 Tacoma, WA 98402 253- 72-400 I C. 11, PROLOGIS 12720 Gateway Dr., Suite 110 Tukwila, WA 98168 iREG*NAL FERE AUTHORrFY ,r+4 . IR-1 IRRIGATION PLAN (NW) OF OAKDALE AVE SW & MONSTER RD. SW. HAVING A RECORD ELEVATION OF OF BELOW GROUND FEATURES, DETECTED OR UNDETECTED, SHOULD BE CABLE — QWE T CENTURY LINK APPROVED IR-2 IRRIGATION PLAN (NE) 28.33 FT. VERIFIED. POWER — PUGET SOUND ENERGY DPP Il tti , pmp 0 Fl� IFS-3 IRRIGATION PLAN (5W) REFERENCE SURVEY SEE SHT S 1 ,O HORIZONTAL DATUM[ AND GAS — PUGET SOUND ENERGY — IR-4 IRRIGATION PLAN (SE) IR-5 IRRIGATION SCHEDULE, NOTES & DETAILS 1. ALTA SURVEY BY TERRAMARK JOB NO, 20173341 DATED 7/19f2017, BASIS OF BEARING lsls SHT SVI.D IR-6 IRRIGATION DETAILS TR-1 TREE RETENTION REPLACEMENT PLAN (NW) 2 CITY OF RENTON LAND USE ACTION NO. LUA-98-14BLLA KING COUNTY RED. NO. 9312309028 (MAD 83 91) NORTH 17'43'02" WEST BETWEEN THE CITY OF RENTON CITY TR-2 TREE RETENTION / REPLACEMENT PLAN (NE) 3- CITY OF RENTON LOT LINE ADJUSTMENT NO- LUA16-000265, KING COUNTY POINT CONTROL 1881, BEING A 3 �" BRASS DISK STAMPED CITY OF RENTQN TR-3 TREE RETENTION REPLACEMENT PLAN (SW) REC. NO. 20160901900006• BM IN THE TOP OF THE EAST END OF THE CONCRETE FAILING ON THE NORTH TR-4 TREE RETENTION REPLACEMENT PLAN (SE) DATES OF SURVEY SEE SHT S1 SW 15H DF THE INTERSECTIDN T. DC F SW 1BEING SA �OF ,[} TYGE 8�DOA�DALEEAVE. AND RENTON CONTROL POINTEST 1854, TR-5 TREE RETENTION /REPLACEMENT TABLE 2p BRASS DISK WITH A PUNCH MARK ATOP A 4" X 4" CONCRETE MONUMENT FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS, INC. BELOW THE RIM OF A MONUMENT CASE IN THE INTERSECTION OF S 7TH CH-01 CHANNELIZATION CON0.7' UCTED IN 2017. PLAN CTED 0HOWN ST. AND OA DALE AVE. SW CH-02 CHANNELIZATION PLAN ALL MONUMENTS AS FOUND WERE VISITED AT THAT TIME, Know what's below. Call before you dig. CH-03 CHANNELIZATION DETAILS IL-01 ILLUMINATION PLAN IL-02 ILLUMINATION PLAN IL-03 ILLUMINATION DETAILS IL-04 ILLUMINATION DETAILS 1 REMISED PER OrrY COMMENT LETTER DATED 12/21/16 JPE 04102119 MAVVtfM.soyMYUMcA- 1 »=so* Fay Tye re�zowrr� rew i�esl�a i DATUM f % Cl T I/ F RENTON PlanningBuilding/Public works Dept. rY REMISED PER CFFY COMMENTS DATED 05/0.7f 19 JPE 06 03 19 � J. Eovw J.'ten 3 REVISED PER CFFY COMMENTS TO C2.0. C19-0 & C6-2 ,IRE OG/21f1� 4 REVISED PER CFFY COMMENTS TO C6,0 JPE 06/25/19 o wn J. Ewee/J. Hetrs ow ,how „T , yy r WT Ow " SCM1 AaaaAD r REVISED PER CFFY COMMENTS TO NGPA & WALL HEIGHTS JPE 07/23/19 C1 NO, REOSION BY DATE APPR wwftem IN COMPLIANCE WITH CITY OF RENTON STANDARDS WATER UTILITY :01 agafou r 07131/2019 SURFACE WATER UTILITY el jfarah 07/29/2019 DEVELOPMENT ENGINEERING rnaar 0/31/2019 ELITE; PROLOGIS RENTON 9 11/1/18 001 MONSTER ROAD SW FlUDSOOK P,4G� Record Drawing documents 03-15-2021 puxSMiH{ 4. 1.0 �`} COTTER SHEET PLANNING DIVISION APPROVED 071—rxY2019Jding 00 Q A m if, go al z 0 z Lu Ir U) 0 J 0 OL PROJECT CONDITIONS OF APPROVAL SEPA) DETERMINATION OF NON -SIGNIFICANCE l; I 0 I LU t Z 0 Z Li 0 O CL n� 0 OW4Sgei9:MvVpprIb.WW1 F70-$3710a7Fl�-674L`i-01�1o71!,S 37 Crtr ajFeraron aJrpartm rrt of Corramaar+rty dl Economic Oeuewp Trem AdmWiButive f EPW & Aeosmp W1 ACWSTOi ROAD LUA184=237 AmMust 31, 21]1B Page 2D or 12 f. a'0rve i Lasaonls: ]- The l; biect site is located in the EmplaymL±m Area I CamprchensJvr Finn drtxlgriatlnn and complies wrath the goals and palmFm established with this dmignatkon, see FOF 1+4, 2, Tire subjKt site h Imted an the Medium IrlduskrW IM toning desagnatinn and tornpl les with t he toning and deveJopRtutit starbdairds established wain # h Is de4Lignatkon prbvrded the appticarkt oamphes with City Cade and condltlo% of apprtxwair see FOF 15. 3, The proposed prajest caampiies with the CrktkaI Ateas Regullxthans prow4ded the applkcaant compiles with City Code and itwAltlan5 of apotaval. see FOf 16. 4, The proposed project compiles with the site plan review crReria as established by City Cade provided all advisory notes and conditions are complied with, see FOF 17. S. The propoW l project Comp&n with the! street standards as eoai}iishod by My Code, unless modNled Ism* conclusion 71, provided the project campHes with all advlsory notes and conditions at approval Eontalnod hefeln, we PW 11 6, There ark adequate public services and fa cillttes to accommodate the proposed project, sea FOF 17. 7, The requested nwdafraetlons to the CIW,, street standards comply with the modification rrlterla as nstobllih*d by City cotter pcorAde:d the PFOyen C,ornptleri with all advls" notes and condltlons of approval, m-e FOF 19 and 19 J. DE�'lSfOAr: The 602 Mormler Road So Plan and Modilk aflons, File No LUA284 7p237, as depicted In Elihlblt 4, are approved and are sLlb*1 to the fallowing condltIon&: I . A final slu plain Ind udirg sfrtbarck dlamrtnsjons shall be iubmhewed at ttie lIrne of BuIldIng Perim It review for rtvleew and aappeov*I by the Current Plinnang Prooa Ma miger. 2. A 6rtaliad landscape pawn Inelud4% but not 4imited to, the fallowing shall be submitted 4t the time of Construction Permit reyiew for r#0L%W and approval W the Current PlinnIna Project Martakeer prlor 94 parmel imuanre- s. A mrnirTsvr n 10-Feat Omits lMndscaw strip Rlone ill rtre!et front ages, b, Where there are rwlalnlfig walks separating the iandsc-sped rrea� from the parking last, chi 10- Foot lac rkdscapr strip 0411 b* measufed from the back of the retaining wall; C The dotalied landscape plan Include a mix of tress, shrubs. and growndcovear volthin the 10-W% onsor Iandscape strip re±qulre}d alemg all street Irontages; d- Notes s1wing- "caannat plant stmet tress neat a an any randerground ulillty" shall be romavtd from the detailed landscape plan- Any proposal to vary from the 3trtet tree requirement would be raqutred to gas through a separate waria nee process as outlined ark RMC 4-9.2$08; e Streel Imes shall W provided within an 8-fimt wldtr punting strip proposed at than back of tadewallii within the public rkaht-of•way along the easten portion of the pro]W Site; F. A a arkAst,t,pe: Anatyars deritonstrabrig the pro yea ct's ct "lilance wHi~ RMC 4-A•07OF4,4U; and x The lecatroni of all surface mounted kereening equipment as Weil as a screening detaii- 3, A roof plan and 5creenin1 dcull dwll be wowaded at l he time of Building Permit review aautl ining haw any rooftop mecfiinical Mlipmem will be screened From pubilC vJew. Rrpwa _ tdmerr LSOJ a4tonstrrRd 7808#0 pop$rp Env*k F10:9El94DU'3.DDAU-45E4-D_n FI5 QEA4432C COV pf Renton Depnrrrtornr ns rurrrn;.R -v F. fronam,r IN mr iniompne fnvrrpnr„rnrpi Rrvrrw ifornmerrer Repair 602 atrper MR ROAD LUAt#,0W23t,.fCF, MOD %#par, 0 Augint 27, 7016 pme 1 or 6 PART TWO: ENVIRONMENTALAEVIEW Ili cOMpkrahLe wit h RCW 4121C.240, the FoRowing envrrn rtmenta I ISEPA) revap,w addresses only Rho sr project impaCts than are not advexuateiv addmsscd under existing development standards and onwranmentaI regulations A. Ertvironmaental Threshold Recarnmtridatlan Based on analysis of probable imp00% atom thk- propps,a1, stalf recommends thattile Responsrble Offrti*Is' i650e ;10 NS--M r+fith tr 14-d APPtal Period. ti. MJil atipn Me•aswes I . Project rcns#ructlon shall comply with the rpcomm"atiam found in the submitted Gea#echnical report prepared by Terra sltsmiitei. Inc-, dated September 26, 2017. 2. The appplicanf5potethnirot cngineef Fhall re,ikew the project's cons#rU[tlgrl and building permit plant to verklr comphince wrath the submitted geote,chnical re part. The ge!o irechnlcaJ engineer shall subrri4 a sealed letter stating that hit/she has revlewed the construe#lean q nd bukldl nil permit gForis and in their opimhsn the plans and spmificatloms rneet the Intoht of the r"rt- 3. Prior to any occupancy of this %Ato and prior to thq i%$uttnat of it Temporary or Final Carllficate of Occupancy for f his Cite. the applicant shank prow kdr a No Further Artkbn (Of iquivalen#) ketteF from t hk Moluntiry Cleo nup program of ttie Wash lnecin Darpadme m of Ecology j ya 00Q tanikrml rig connol latx er wltti the Model Toxics Control Act and any ciftr appllcsblk cleanup Ia*. C+ Enhlbal:L Ewhibit 1 Envirpnmen#,il Review Comm atec JERQ Report Exhiblt 2 Building Acrkdering 621h6h3 Arc hitwurolklrvationi Exhibit 4 Site Kiwi Exh Iblt 5 iandstapv and Trees RelenVian Pion Euh lbli 6 Arboslit ileDart prepared by Sound Urban Fore nr y, LLC. dated February 8, 2018 Exhiblt 7 Grote chNeal Retpon prepared by Terra Assoclite 1. Inc„ dated SeptRmbet 26, 2017 Exhiblt S Cleanup Action Plan memo prepaeee# by Flaiyrt/Snider, dared July 3, 1018 Exhtbl# 9 Preliminary 7echnlcal Inftxmaftn Report prrv4red bw Iramovo Archiltectii Inc„ ailfw May 22. "is Exhibit 10 Report & Ana"is. of the Shared Fackl Ity DrakhAge Plan for t hr Rejllonal Storrs Pond Near Monster Road Sw Rvoiton limo prePIFed by lrmipvg Aa{rhrtum, im,, c#owd M&V 22, 2018 Exhibit JI1 Traffkt Scaping Memo prepared by Transportation EngIn"ring Northwest, daaled Oersmbw 11,2017 Exhlbki 12 Trawort11tion Conrurrency Exhibit 13 Advisory Notes to Applicant D. Lrlwirortenukullmpoebl Fhr Proposai wax cirrulotrd aand rewicwrd by various Cary Deaoaatmvars and Divisions to derermanr whether thr oppf,o;ant woos adi: quarely +defatafo d and addrrsse'd rrwafmimrntal lmpacf5 unfl patrd to Cower ,n tonjuncApel With tire• PrGpoacd development. staff rvvgL Amrx heive fdenfaff d shot the Droposaf is 11kefy to have fhv f0liMVfrr2 proWble Nripacts` SJt ERC Repcirr_603 Monster 180811 $Oi Fnvw"ICI fONTEM4378-#,PB7aG-ae,o7GKrW37 W REVISED PER ADMINISTRATIVE MODIFICATION REPORT & DECISION APPROVED MAY 21. 2019- City of kmtan p{por menl of Community & Economic Oewafopmen r A$RaRrtstr POE +trout & OWCOWn W3 a CWFTER Ra7AD a! UA28 0 M37 August 3L, HIM Page 71 of 12 4. A 1,"sed site piq n showEng the min Imam 987 s Irar" lop# servies area shawl he wbmitwd ar the time of Construction Permit review for review and approvA by the Current Planning Project Manager, unkess a modification to the site €iandards Is submitted an approved S. The number of propa5ed parking spaces shall be reduced by one} spite to comply With The Max IMum number of parking spates permitted, 6- A revised site pia ri shall be submitted at the time of C"T trucWn Frermit review fOr revIf!* and apprpwal bytheCurren tPlannkndProinctWarla&erftlocatlnllthe retainingwalls aut.516rofrequiredlana Iped areas- 7 A Native Growl h Protecbon easement s hall bat recorded over the protected slope areas, draft ribm"ern documents shad be submitted at the tl me of Construction Permit review for Fevlew acrid approval bye the Property Services sect4on and legal Department. the fuial easemert shall be ricw W prior to the issuance of aL Temporary or Final Ce rtificq ti� of occ upancy- II. The appi Irrant shall obtain an easement for arc ess over parcel 9188"130. Draft ii&m rne!nt decurrenes sisal I be subm Itted at the tlfne for Construction Permit appkkatian far review and approval by that ety's Property Services sealon. Community Services Department, and Legal Department- The appriayed easement shall be recorded prior to t he Isivance of a ConEi ruction Permit, 9, The proposed Improvements, parkIna lot, and sigrnage specifying that those space]# are deilAnated for park use, Iandwaptrio. and 51dowi14. on the CilY's park ProPer#y Itsm1I be subject to approYa+ t3v Tf$L Ckty Commitntty SeMces 4epanmenl and a temparary construrk[on easement may need to be granted prior to the Issuance al the conslrucIion perrmlt For the Installation of these ImproivemenLs. 10. A 1 ighting plan shall be prowdaet at th a time of building permit review for rewew and appaova I by the Currant FPtulr,kng Project Ma niter prior to building permit issu,lrice. I 1 Bicycle parking shall be prw+ded In accordsoce with RMC 4-4 -DR;, 11. A bicwcke aaarkIng di#ail shiAll be provlded it the time of hulading perm It review to the Current Planning Project Wnatjtpr for review and approval prior taa bu1141mg permit oswaanca, 12. A revimid ,rtrewt %ertkon shall bb pmwridid at the tlrrre of Construction Permit rewew ihcrxing all required street improvenvnt elemtnts with In the pubikc right -of, way and the 11-11ant wine punter strip betwimin thecwrband iRdfwaalkwhwathorrl are+no topographic a I constr4Ints, Tho roviiod Street traction shell be rcvlewcd and approved by the Cri s Plan Reviewer and Current Prannmg Proltct Mamplar prior to coristruction pwmit ruvane a. BATE OF DECISION ON LAND USE ACTION: SIGNATURE. a» &N-0,T Vanessa Oolbee 8130=10 1 4-21 PM PUT knirififrr Henning, Pfanning Wrtrrar Dow TafaASMITTED this 3P4 day 0Augwo, 2028to the OwnerlApplicanVConfivcf, OwnerfAppAcasn#-' Caestocf; PNawga 9rfarr Ludwig 12120 Gave "Y Dr, wfrt 7I0 frrrlova AFCNtacm Ear. Tukwila. WA9AJ68 .950Pae+fit'Auertre,Suite 450 Fatomij, WA 994D2 Report A dmo%60J MonirerRa�. :W830 (SEPA) DETERMINATION OF NON -SIGNIFICANCE tkrW5+prr r�-rL,obp4IV. 9iD�C 3#E AOA 4-$W?MG49 1DEUE32C Cffv Df Renew+ e7e' trrkke`+Tr of mr* i FCo.romm nen6opment EaY,►ar,r'r+rtnroi RrvVw Coem err" R lWr a;eiaaarOlYSMAK" JUAJ160W Pi ECF,At= Ins liar at August 77. 1st 9 P49t 9 of fi L Furth impacts, A Geotechnlcal Repan prepared lay Terra Aswclates, Irlc,+ dated SePternber 26.2017 [J'arhibir 1i was submitted with the project appl Ication materials. The majority of the site lb relatively flat but sit3 lower than the ediacent south parrel and right •ef-way to the east. Adjacent property grades fall onto the project site from slight slopes to as grew It as 40%. No development Is praapost+d within the projected slope areas, The OWSadovta'dCritical Areas Regina#kris require that anv PF)Dtetted slave areas be vrotected within a NaU t i;,rawth Proter;tlon Area tract. 56+bsu rfacet rand It Ions were a xplured f#irexug i the advanca"mcmt of 10 test borinp on that prowl site. The subwrface candltJons chierved to the north of the existing bulid Ing generally consisted of up to 4 inches of asphalt pavement ovotlykrtg 4 to 7 feet of lio&A to rnedkum dense f111. Barlow the All falls, d to 14 feet of colt to medium dense antacrbedded alluvial Soils ctm6l%tin g of ilk, clay, and mrid{gravel host urea were observed, Underlying Iliew upper srdiment5, the test bo rl rip enewnteatad medium 4enie to very dense weathered iiandstone hiodro k. in Test Boring 0- 10, it 6•fout R lids layer of medium stiff to stiff residua I s*ndstone call between the upper ONUVRal soils and deeper %andklone layer wax obwrved. Teal ban rigs lacatad within the exliting 131A 161 rig indl€atad i hAL the eximing conccie Le floor siab rangsi in thickneLs ft om 4 to 8, 5 Inches and rents atop a 2 To 4 •i"Ch thick layer of crushed rock. 8013w the sla b 5TruCure d.S fret of rnedium dense to reeve dense Ill matrtlal overlying 7-5 to 21S feet of soft to dense inter bedded al Iuvial SiAs con srstl rig of tilt, clay. and sand/gra vel mlxtur*% were otmeemd. Unde"ing thet!',o Lipper affuvial wiis the test bearlrigs encountered 3,5 to 18 fern of medium dense tia 6" dense residual Hotly, sandstone. Llltstone, tley*tone, 4nd coal t4 the tarrtrinus of the test borings. Wet sails Wert abierved it 8 of they 10 baTing9 at depth% ringing frarri 7.S to JIl feet, The lubmltted Geoteonical Report condudrs that the project site could accommodate the proposed development from A gaot,RthnirM itarrxdpalnt. A surcharrgo/preload program Is rummmended tO r*duce potential pint constrwIlon swttirment. The report includes racomrnwnditlon for site preparatlon and Rradingr surcharge, oxcnvitions. foundation support, floor eJab•on-grade:, lateral 4arth prrs%urtr for wall desltn. infiktrotron, drainage. ut.116Dk. and pmment, A Clean up Action PIA n mesmo Pr spared by Flc ycl/Snider, dated IU ly 3, 2091E (Exhtit 8) was iubm Itte d with the project applicatmn material,`. The ♦4leonwp Action Plain memo adentillei ground water monitoring locations as well a* artras where the monitarInj$ Wowlfirs locations vkrtiwr* calk clean up would be required. The project sltr i% bring cleumrd up under the Washingtoh Modrl Taxies Cantral Art (MICA) through thr Voluntary Cletiaiup Program (VLP) avrrieen by the Depeirn"t of Ec0WRy IEcOlagy), A 6PAoup aetwrk In the VC? program nrareli regular MTCA cleanup 5orsdards but Is done Indapende ntly, and ar Cleanup Arbon Pturi (CAPS K not required. IrkStead, the regolr*d documentaIIon For the cleanup IF submitted as 3 Wka ge for revaww, IypicaPly Oterthe Neatnup tarka piece, and ECalo1v issues an opm Ion 4hout ltio use startuc There are low lewis of toxic themlcaaN In the+ &WIls and ground water prapasrd lar r m@val, Tha cheml€ass include volatile orgarnic cempour ds {VUOJ, pextroteu m hydrastarbons. end to latesd chemicais. T4tarr is rib risk of Fi rc or explosaan from these chemicals a s they are located an wet sails and water. and are generally nnnfIammiWe 0 nature, and at IniufflcWnt conctn#rattions to cause a Tiro or "plosion hamrd- The ch t'mirals are present i n I nsulticien# quantities to be design ate d tis ha sardous waste. The akpplicam inrllcam that approxn mataly 3,MG cubic yardt of sail would be excava< ed for the cleanup of t he proije a sate. It Is e nlimated that 2.OW cubic yards of the excavated W16 would be contaminated and wou Id be removed from the project sita for proper disposal. The remalrikna 2,000 Cubic yards would be C"%4dered non - conta minsted weed would be reused on l he p roject sl te- APOrOXI rnattly 2,000 to 3,000 tuba c yards of common burrow and quo rry snpaits would be Imported as WWI for the emuvitkpn, r�£R,C JteDaart i a4foraaa'rr 3a7 Oki DituS,in Envuldrm It] 9SWCA`S-OEM&45E4-M740e9940EA412C • DEPARTMENT OF COMMUNr Y 7 AND ECONOMIC DEVELOPMENT ENViRONMENTAL (SEPA) DETERMINATION OF NON -SIGNIFICANCE - MITIGATED tDNS-M) PFt0jZcT NUM13FR: LUAiB-DM37. ECFr WA, MOM) APPLICANT; Brian Ludwig, IN NOVA Airchitects, inc... 550 Paclfit Ave. Stet. 450, tarorria, WA 99402 PROJECT NAME: E01 Monster goad SW 6uiMing PROJ!ECTDE5CRIPTION; The "Pbeont ha (*questing Administrative Site Plan aWoVal, EmAronmental (SEPA) Review. and a street modification for the construction of 161,120 sq. ft. indus#iial building our an emisung 418.768 sq. k (9,61 acre) site weated within the Medium tndvs%rlrrl (IMI lom- The pro asrd twiiding wQI Jcl be a 32-fgcl knterear floor height JUf-up warohatme. The site and building site would be designed toe Implement a 4-foot deep true! weU aakong the east dock f aie of the building. Surf ace parking with a tool of 145 parking spaces Is proposed, The completed building would creratc a vdiculative wbrehouse%hell. with future teriarit improwernents 10 be comstructed by sped(k lease horders. A stecat modif Icatlon has boon retquerttrtaS to rolocate tie required $ •foot iandscape mirip between thr curb raid sidawatk to the baciR of sidewalk. Arycess to tiho iktr 1% currenniv provided via 3 drlvmay cure cuts off of Winner Ftd 5W and one drkvew4y *cress via the woperty to the west The proPo%al would retal n all existing acc rsx points. The me k► m a ppre!d with a coal mine harard, ear lion ha4ard, and protected and se<MAIVe napes, bHsate wetLartd 9Fea5 hae+w been identified to the sauthwest Of the project sale, PROJECT LOCATION' W1 Monster Road SVv Building LEAD A6V4CY; City of Renton EnOronmipmaI stawesv CoRimitteei DepartmeM of [nmmaril#y & Econo+nk DOV949pn?sn1 The City of Renton Enwl ronrnentil Review Committee has determined that It darts net have a probable slgnklicant eaduwme Impact on this envirorlmant, An Environmental Impact 5titamem (E131 Is not required under RCW 43,21L.034X2l(c), Condition% were Imposed Ors mk4419nlan measures 0 the Environmental IRoview Committee under tWir aii.OT rl#Y of Section 4-9.0700 Rernton Municipal Code. Thine condkions a rrp nme essaryr to mitigate environmental Impacts Identified during the in%+lronrnental ratvliW prose ss. Because other age nests of j uriwdkctlon rni y be involved. ttie It" &W:"Y well oils act on this proposal for fourtaco (14) darys. Appeals I$ the onvtronmontal detarmination mwtt he filed In ,M ruing on or ba'forer S-0 p.m. an Swperltnbar Lie 2fts. Appeals mull be fi I ed lei wra l ing together with the rrpul r ed fees with; Hearing Examher, City of ftninn, IC65 Soul h �irsdhy W;kW,Nslntork,WA99051. Appeoisitthe Exrminerare ga%mrnerdby9MC4-0-110arid moraloformatlunmay baobtau,ed from tilt Renton OtY C10Fk'S WIC It. (425) 430-6520. PUBLICATION DATE: August 31, 201S DATE OF DECISION August 27, 201B 51 +r f�4— P l regg A. Zimmerman B/2�/gala [ 3:34 PPA 1p�ick M. ar"3baill 8/2712019 1 3:03 PM PDT Grargg Irttmirman, Adrni tiistrbtur Dane! Ric M, Rajiiihaal, Admtnkstr&tUF 0 to Pudic Wyk Deparinient Renton Regional Fart Aukhorlty Catlin HunsaEker 8127r/2018 13:25 PMEhhiVincent B/27/2018 1 3:22 PM PDT Y Infit r AdiminliTra#Pr italic * �t'ikI&IA;; : dmink5traor Daut COmmunity 5ervlur, 13eparsrrkent 0apartn,ent Of Commuluty & Economic Drwelatpmerit EhXUSe011Fnyga0003o 9993DCf3-T)1JM-4S1�4-18WT.gb6940EA40N City 01 Reerr4rk a}tpprTA3edt Of C#rbmuffllFy $ ftun rhrc P&Vrk ph C'rIF Fm rwff"rot Revers [am lrtert Ripon Report Of "gag �?7, W] 1 Prigs 4 pf 1E To mitigate for potentlal impacts that the p-rolect proposal could have on the pro* t site resulting From the project ennstructhirl, sxaff recommends the Faliowing SEPA mltigatian measures: 1. Project can5truttion shall tamely with thr frcommendatkons fowW In the submitted C%Vtechrikal report prepared by Terra Assudates, Inc., dated September 26, 2017. 2. The applicant's geotechnital engineer shall mvwew Lhs proie&s ransisuctian and building perm It plans to verify compliance with the submitted geotixhnrC*l report. The potechnkCak engineer shall Submit a sealed letter stating that he/she has reviewed the cons#rue:uon and b%lkkfins;molt plans and in vicar opt neon ttw plans and raze Acavaris rrifil,►t the intent of the repan. 3- Prior to any nCcupgrie y of this site end prior to the Issuance of a Temporary or Firm Ciertit9rate of Occupancy for this sate. LheF applicant shall provide a No funber Action [ar fqujvait!nfJ letter from the volwnTiry cleanup program of th4lHishington Department of ftlalogy IWDCE} confirming compliance wit h the Model Taxies Control Act and arry other appllca We c lean up law WMIgatlim Mmura1 1, Prolrrt Car tbruetlon ih*li ccimply with the rrrommendabans Found kn the submitted GLcnrchnical report prepared by Terra AssaE'NOs, anCL, dated Swumbeer 26, 2017. 2 Tha applicants potachnica l enoosr sh4fl mwow the projim&5 construction arid bra MAng plan It plaitF to verify compliance wltai the submitted geotechnical report. The geotethnita I engmeer shalt submit a se+led loll err "Ing that he/she has reuirwtrd the connTwctJon and buiidkng jmrmkt plans and In their ppinkon the pins and spe[kficatiosns meet the kriteRnt of the repQrt. 3. Poor to any occup ocy of this slte and prW to the issuance of i Temporary or F altal Caftkficarte of C)rcupancy For this site, the applicant shall prow kit+ it No Furthgr Action Jot equivalent l litter from the voluntary ciao nup program of the Wash Ingtoo Dotpartmeot of Neology 11N DOE) conf irml erg eampl ianfe with the Model Townes Ccotrot Act and array other applicable c Wo up law Nexus: SEPA Envlmnatlental Rttuliatiorrs, RCW 70.15ob Ha2ardous Waste Cleanup — Model Toxic% Control Act 2. orter r. Starrnrwater Impacts: A 12mlrminary Tethnleal informAtoon Report prepared by On" ArchatecLi Inc., doled May 22. 2019 [Exhiblt 0 and a IRatport & Ano los of The Stimed Farcill#Y Drainage Pl4n far tho Regional 5torrm Pond Near Monger NOW SW Renton WA preprraed by lnnuva ArCNft'tts, lrlc„ looted F,alay Ur 2010 (fxiNbblt J 0) were submitted with the project application mankrl#Is. Wlitft irnpervlaawp surfe ces dotal appraxlmately 1 17,SM square! feet- The project proposal would result hi on expansion of tho exkstiltg buildJn# footprint by approxIm&tely 15.0W square feel and would inemse the pal1wmn genwrating impervious surf am by ipprcximalrrly 48.0W "ursre foot. The amitunj sktormwitcr c 011.*ttkon wiper 0C0eas storrhwater around tho project site and d4chargas It at th rea loco k Ions- Thp exlimn6 north partkir t a rem directs Plow dinbdly to Monster Road SW. There Is cm catch basin at tier northeast corner of the site That pros up a smaa arnount of flow and directs 11 to ihs trust]ng conveyance syiterm atlonit Wiristor ftad SW along thit eastem pardon of the 13FDject ske The remaining impervious wrfarces IparklnR, drkvewrays. and root areas are collected In a ronmyance system that first flaws south from Lhe building's rioftheaslom corner than west akN* the south side of the site an d on to an exd%ang aaffsite conveys nce system which d hoti s ftow% to The exFst Ins re&tk*1 stormweer sVstern about 200 feet "it of the project site, The proposed nwOod of stormwater monagernent would be to prwolde threw maln stormwater collection syste+rris that woul d al I rnerge at the existing rgllDna l stormwater facility tocated a bo uL 2a3D feet west of t he project site. One proposed system wouid collect surface water runoff from surf xa parking areas, another SR ERC_14ep,o-r(_601 Manirear180927 1 REVISED PER CITY COMMENT LETTER DATED 12/21 1 B REVISED PER CITY COMMENTS DATED 05 0.7E19 3 REVISED PER CITY COMMENTS TO E2.0. C&O & C6-2 4 REVISED PER CITY COMMENTS TO C6,0 REVISED PER CITY COMMENTS TO NGPA & WALL HEIGHTS NO, REVISION JPE 04142119 JPE 06 03 19 JRE OEf 21 f 1� JPE 06/25/19 JPE 07/23/19 By ELATE I APPR J. Eaves/J. Heirs °K"w" J. Eaaw J. "n CH00CMS. Nelson APP1 O-M NOT TO SCALE oraE rrecia AT foil. myx Ir NOT olio= era, Sr;&E AOOOA01Ne1Lr YUMaAL- rewo , 9Eb F�201rrrL: rak+ai isE3/>1441 DATUM DeLuSihr Ehvoltipm 10. 9El9L1DCFA bx3A0 45E4-R9a7-W940EA402Fr DEPARTiV1ENT OF COMMUNITY AND ECONOMIC DEVELOPMENT � ENVIRONMENTAL REVIEW COMM rrFEE REPORT r41- MEr<rJ`NC7 oA-M: August 27, 2010 PART ONE! PROJECT RACXGROUND a�ra)jfct filame 601 Morr5ter Rd Prale er Ncimber; I UA,JJ8•QWjI37, ECF, SA -A. MOO ftD*t mantiw III I Dfn4, Senlasr Planner 04W1CI'/AApko t. OCT Monster Road. LLC, 7011' Ave, SCR ZM, 5a,Rttk. WAM04 ccoract, Brian Luekwi& knnova ArChlteCts, I nc-, 950 Pa€ific Avernus. Suite 450, TrFUDMS, WA 3"W Pf`04ra LOCUUMP: 602 Min ster (Road SW 10i rrR1 No. 242304- I Pn cr Summary, The applicant is requesting Aden knastrative 51tc Ptan apprmi, Environmental ♦ISE PA) Rev**, and i strehe't mcdlflcirtion fear ttw constructlon of 161,320 set- ft. indtntnol btikWing on an exiifing 418, 76B sq ft- (9.61 aeml site located within the Medium kndusirkal [ I MJ 2one- The proposed bur Id i ng would be is 32-loot Interior clear h mot tilt -up warrhousa- The cite and bugging Site wau Id be dtsi� tis irf,plcfnerix a 4-foot ditp truth Well along the e'atT dock fbte of the buIIdIng Surface parkin$ with a feat*l of 14S parlung tares is proposed. The camp*te4 bapolrig woL;U Create a SiDeculan'vr W-WehpaSe Sher with future ten*nt improwornerrU to he constructed by sptclPlc ream hok%orr. A street madrflemian has been requested fo Felocate the mqukred B•feat landxutpw strip between the CUFb and srderwalk to tie back of sbdewilk. Access to the site 4 cur►entlY provided via titter driveway curb Cats off of Monster Rd SW end ekRr dflutiwray access velar thor ayrop4rty to the wait- Thy prtposol would rettln all exlkting erce ss pwri i«. The Cite ks mapped w ith s coal mine hward, ozro5 a n iry*rw d. and prolerted and sensitive crapes Offtsete wetland areas have been Iderwhed to the sauthwast of ttke project wile t:xi%t, a9ldg, Area Sf 146,762 sq. ft. Proposed Ilia 8ldq Arro: 161,120 $od ft Slue Arra ! 9.81 P[rres STAIV Stiff Rn:4meT~onds that the Environmental Revaew Committee issue a Datermrnavon of RECOM44J"NDATfOM. Non•3ignif>canee-Mitigated (DNS-M). Project a;vcatipe Map Si3_aERC_Aeptlrs WJ fntnnartr 2#1MZY 4 rl�l eyYaa is }ONAL { REU SE OF DOCUMENTS TNS MUM W SUN 920 PEM MrJLLT IN ACMMAP i fill WAC M-23-07ls AND UW TER 19.34 RGS UNA11*010M ALI.ihh M ff &V OF ?W ee,p14UAVOC W 4r5 OCCenA'IR 91 #aY IlMif sae flp(t OT, 4Y ttoniFeCetTeota AND SiON✓UX THE MM AND OE9OS i40 MFMT1D }a:7WK AS Aar MaMPAE tT OF ,HE PRIYUSIlM IC t IS THE PROPERT1 IF a YNA ,Id 1399CSS Are] IS NOT TO K LIM]. IN * of 00 rF PART. FOR MY OTHER PMIUT Wal M itreTlrtFa AiralOp¢191tlFi up Ir &M oarCHTm NN()VA architects 950 Pacific Avenue. Smite 450 Tacoma, WA 98402 25 - 7},400 1 �1 PROLOGIS 12720 Gateway Dr,, Suite 110 Tula, WA 0816 206-414-762 R-404202 IN COMPLIANCE WITH CITY OF RENTON STANDARDS RECORD DRAWING 03-15-2021 NO RECORD INFORMATION SHOWN ON THIS SHEET. rDEVE LOP MENr ENGINEERING 15 eclair 0711 CITE` OF PROLOGIS RENTN 9 001MONSTER ROAD E. W pAkper E T Record Drawing documents 03-15-2021 puu�,iH{ rn4. Planning/Budding/Public Works Dept. PROJECT CONDITIONS C 1,1 CONDITIONS OF APPROVAL! (SEPA) DNSNE�r 51 Im Z 0 Z LU CE U] 0 J 0 CL EPA) DETERMINATION OF NON -SIGNIFICANCE PROJECT GECTE HNI AL INFORMATION EMcuSrpn EnnlCpn M. M94012V -d0A4 45E4.9W, Z65940EMU212 cap, of Rrruan DelpairT+NFr PJ Car,L,Ftryn,ry 8 femartin Drvrwomrh.' Fnvrrnr+v, p*Yn1 Revre .COnT»6n" Repon I WJ MUNSM AaW RMI&Mo:arr Eff, rwoa "Del tit &4wal 77. 2a r 5 P41C 5 pr f, I would collect surface water runoff from heavy truck use areas and the third would EoUect runoff from the Q roof " poll ution-generadN impervious surfaces wudd be directed to a water quality filter wault at the w southwest coffiirr of tfie site to treat the water before discharging Into tt)e rrglunal storn4water Facility. The project proposal would be subject to full drai riale review Under the 2017 City of Reston SuTfare Water VeSign Manual. AJI surfxfle water improvements would be subject to the requlrenmenls of this nrtorival. I# is anticipated Ihat the City't currently adopt" 2Q17 CJty of RiEntun SurfKe Water DelAgn Manual would mktlgate for any potentlal surfate water impacts that could be generated by the project proposal, therefa3re no !lathe r mitiEavon is recommended at this time. MltiE, lien Measures: No funf er MITigatlon recommended, Nexus: Not appI1Cable 3. Plan" ± lrnpllc'bk A Conceptual Landscape and T" Retonticin Plan (Exhibit 5) wiras submitted wltiw the print Appolotaon materials, According to the Liubmttted plan. the project r0 has a total of 135 slgnifIcant trees on 0 the praia[t srlr. Of these, 27 havr heon iderulrled as dmWroup by a cenIfied arborlst (fxinibilt6) and I am located within areas of putriac right-af gray dedtcanorl, resulting in is fatal ofi 1Q6 protected trees on site. No tree. ware Identifkrd it belnd located within ctltical areas. Howewet, based on the true retention plan provided, 11 appears that a} number of trees are liDeated an the prate-cted 51.0pie areas. The applicant is Ui pfaapotIng to ret41rp a total of 55 trees on the projtKI %Ile. It is anitOpated that the Clty's adopted TFR! Retention end Land CFearinj Regulatlons would mitlgste for any Impact resulting from tree rrmowal. Thor€fore, no further YrpitlgaLion it rtcaMmanded. Milimaltipn Me#su ; NO fUrthUr mltlg0rt OM FCCOMMrn"ded 0 rwrtLrus; Hot applicable .J 4. Recreation Impects: The drIveway.ncem.; hoc aled at the northeast cwnor of the pr+airct sltearcesses MrmsterAmd 5W vlb a Irlan&uko( shaped paacc of property owner by the City'n Community Sierweel DVPbrtrrWnt Iparcel no. CL 9188000130L which 16 parr of ft Macit RNer Rlparlim area. The applicarri: does not curreniN have an easement for NCM1 over this property. In exc#4a nge for gram Ireg an 08"Meau for Accost over th Is parcel, the CAV's CommianliyServices DeWrtmem liar d%iprrnlried ihat a minimum of 5 pairking Waceli d#0pated For pall 4 um as "1 0% 11inr apinj and Witistrian walkway imprarwarnaRts vMuid be rrqulred. Pt is not gineWpated itltt Arty i dVir `1R trnlrrftu*ntal impacts would hr janeral d as a result of th is project prop"fil, - Thomfprq, no fufdmr mithptiarr is rrfC4R Wwndtd at this tlm#. r fWHtitatlo n Jhllaaitul i No fuTiier at,tlt;lil*km recommended. Nexus: Not applicable TmnWorlalOdon lmpuU: The applicant wbmltted r Traffic Scoping Memo prepared by Transpbrtation rn&LPring NcWthwesty dated Decambei 11, 2037 Ifarhibif 31). Acaordliil to the iubmltt€d tFaHic memo, the project Is anticipated to generate a total of 84 net Frew daily trips with 7 net new trips OCCkart'1 n8 to the AM peak hour and 5 net new trips occurnrig dur+na the PM peak hour. As the proporal would Penerate less thAri 70 net new trips during the weOday AAA or PM pi-wk hour, no Additlonal traffic anahVsls Is regwjra A Tfansportatlon CarKurra•_ncy Memo, dated June 20, 2013 (Exhiblr 221, wit completed and demonstrates that 5i7 fflC Reppr#_1rs01 "Onifer-180V7 Mr. then llyw y, %comber 2& 2017 We trml Aw inliirm u n pfe L nIM In this rep(wi It wiflit:ICnt for your Lumen nee&. f f you hitvc t;ny gipCk1nru1K ev rlhluireadditirxlal inllinrnulNm, fi1tLjkNL cull. Sincerely yoLErw. TERRA AK'NOWIAT K INC. WAZ �,I b,4y,� PrL!w No T-7716 Page No. ii boty a FtM4 Lops ltl 9094DGF-1 DGAO.45E4. M7 90694Z EA402C ltyy q ReMMO 47epae rmi-m cJ Cijo-orur. iry R FrDnewPia C'e•vo0evrirnf F;twGr)MPArGf Rrwe* Cnmmrrrer Rapper M brCRTMtroop IWI-MMR. KF +wan If(p4r[ 01 +irqJu11 77. 201 S PsMC G or & this project proposal would pass the transportatlan conrurrency test" No information regarding truck tnpr� or haul routes was submitted with the project application materials Traffic imparts are anticipated to be mltlgated through the payment of cods' requrrrd T►auspartation impact Fens at the applicable rate rn effect at the time of building permit issuance. Therefore, no further milig.rtion is reramrnended M44LPt1aN Measwres: No further mitlgattori reclommenQed. Nexus; Not applicable. E. C,ornmpo 4ts of Reviewing Departments W proposa I has been ttrcuNted to City Depirtrileaii and Division Rewewitm Where applicable. their comments h;ivr hrr`n incorporated into the tank of this report and/or "Advtsory NotrN to Appllea tit - e Copies *1 all Rtevlew Cinmrnemt are contained in the 011ridal Ste and may be attached to Ihis rcpin tit The Emrironmental Del erminati on duclsioT) wW become final if the decision Is not appealed within the 14-4aw appeal period Ipt:W 43.21.C,075(3;; WAC 197-11.690). Environmental PetermInation Aaoa±al Pupitss: Appeals of the an+rlronnnental MirrminaiIon must be tiled in wrl tang togel her with lha required Ise to. Hearing Exil miner, City of Rer tFxp, 1055 5auth Grady Wary. RerLtorLr WA 9WS1, On 0 bafc+ra S;40 P.rO. Gh Soptombw 34, 2018. RMC 4-8-110 A(Iwrrrns ap¢eUls Ip ttiv fiv trLrlg EKanlint r and arddrtkln,il IrslotmiLtion rcg.trding th£ appeal Process rnipy beabilalned ffornl tiro CRY Clerlt'x Cltflce, Ronton City Half - 70' Floor, (42*al l3q-fi510, 517 £RC�Rtpart 1i�] �4tLxrrsler 380fX27 PROJECT GEOTECHNICAL INFORMATION Srlmmho r :6, No 17 Project Tin, T-7716 The swLT %Iola along ttno: wallfcm MLi4 of 111L: piopffly i3 shown on d1c (`ii} ttf RC71iVri tiltep Steipe rUin kc incline! b4imccn 25 and &reaper Ihull 411 pcmuiii would fit tht cfitCritt in imm iii a1boviz. Th4vsftwe- the silt would be tlpssiricd ma a ELJ 1) high landslide ha>'nnl am -a per lkic R%1C"" I lowevet. the {"ity of Renlon Lan6Iidc IIuewd Alta, d4wes rlol sho% the site as loxuted vi4hin a 1nttalslida< hauled anm AEruL dimiog tlttr silr ri'L'omnuismile r. we dW not L,hs -Y IIn) IradiL tlelnw LlrJrep watlod InKt*JJ4'ry QFI the �10pe fiWff ReLlt ,it AW1111.9W ilriulrs in &J.PI OU teat hrnrin ulihLrltlor*.uarohaaraL'oGx11nds1oricexrxi Life LxrLttFLiniLulsic�roho,lLry]r:1dtiL,'indicatingchartheale�c kc ctlnnr,r, id of hrclrcxk %ItMl if inilo.-mmly rtijhk in steep #nvirLsnrrit:nta 3.4.5 Cog Mlitic illlrurd iK�% IiI+n 4-f13.0OtI0 )1e) kif rho 11W, dlefilles Coal Mine llamtlbi a41hr 161htwtng: r 1 ilia l'l,al %ling Hararcis Il I I Air--m %LLh Iu, knpt411 Mini V111"kitlpx and IND PNQih.tLJ •LFt,71I0CIkC Whllc nL, FZtJI19LS nee 6n0WII in Ifiew arwai widoo imwriLVLl wiriil7g ill IwrloWn la We cwxumd. rr rw1L:iirialls {"Lull Mine 11alanrdll (L'.Mp ArW4 w11are Irvine workiilgil are duepo that« 201 ftxi tslr ,scepliv d}MWIL .vapm, ur dcepa alien 0 tirrice the Lhi J%iii- .+s orf iliac 4min kir Akhrkilip% lire gently didppiog wnnr's flpuw uld" FYabj Ix AfTvo: td by 1`ubsidrtnac w.114s;h (.'upl NllrwIhiznrdWtII AFtiva vrkih ehandoncLd 9116 impnVorly seined F141114L IlwrkIaljpl aurd ilr+m 4JtitiCF141iIL In nriaur work mip- sheilluwtr then VX1 fact in &-pO Wr !aAmpl} dIppiup ,L'arrLY, LN +ahallgwrr than 15 IIn14w Ilia I I11e;knr44 l i filar u1e1'rr or wiirlruTp Air pnl ly di p ping clams«, ncr%G arum lnaw be idTiNlud by i;Q110p*c yr t+iiler +IJ k+ilLterir4' 1lfAWJ 011 rill' L'Pty L,l KCnitUtl Lhp1 Lsirw I{Lfartd Al11Ly U kiK%Wr1 l:ONI ii1n14: WtL41ilCaMl to tkx wiith and va3t KThe 111.0%*w10, 9W rrlupr d 1`11UM of wren dou% Iwl vlOvnd o lit, tlli.� kehiom kite, 111rrel'ONL 111c .itw 6W% nr,I Ckiii17in 4 uRi raillo ILn�uILf Iwr il4c f� dC to 111%C1'~tti11f[+ AND REVO'41MENUATIONS ,I {;rncl'al In 47nT (nj11111L)", dlerc RIV lit) ge lledmiLol iznmiclormllvin Attic nviuld ptsslruk kvr1k rniallt of ttr - 1Liw. a plarulo. lirncrwCf. 111C -;011 011JJV1141 SOIic ih>wllied okitilIdL: of 1hU vmlaiing hudding arcs will he ylihliwt iii Crtr4ioli dafiirn urpJcr the exi-wetoid biii dirig Inutlm. rL, lnitlgJlta: illrk ;N1,tii}Ndatxia7n wetllcomil and reduce ENvrmstlnl pFrit comp ipittAin hLuldln# sctdemirni to Iufrrahlr kleci4. ike nnommcnd implamontpng r nuVdWge.'prclond prizWom In 0046111. the n*ti%u alluvial "hi would nal iu r,uilAhIV for i1InML%fadic dFreet auN%4M trf building ruurydal.kim. Ta cwtliblm+ mlit6it §upl'1L+rLt WL rjLuMnnCO toPleicirldi fhr uppicr two frail nf4miwtt11jG ikailw bcl;-Av 111r l!%*rnm Of f04+1Inp 14it11 taltalrr..inlLtarnl fill. No. b Oki EOTEIC REPORT 605 Monster Road SW Renton, Washington Prol"t No. T-771 Terra Associates, Inc, fpepterpiher 26. all i 7 Caroled no. T-7716 1 he rwlivr soils cneountucd al the rite Luetain a!mFBiLiciiL pLicentoge of Fimn; wild iwi11 be Jiff LUTr tL}Iccrrllp.WI 4S NIAIC14ari11 rill kh1wn Tad WILL. 1 'o nhilky to use 96)ik frUna sale C%VXVationw A% Aru4!!Unl fill %ill depeisd 0111 the .W� it moi%luae imotort acid the MviziTing weaftir ropr6tiowi ill rile lime L%f L.Y1n&I:ruUikm- "lihr ooditrador sl+Lluld he 11ied1LlrtLd to edR Lhe natiiv MN1x In}' awtslima during fhr 110nrall . dry summer louden in faciNalru %:.xnpacli Mi al Ninw itltatl fill. Altwmaoivelw, stsbiliring lht: rntpixtura in the tiaiiVe ulil %ith Pdrllatti tcrlmolt hit lime uhn be csln$idtred" tf Purling mliw11itis will iakc p1muc during ibc A iiitrr +lt amL ilia i4wilrsrelrwr almuld he prepsrcd 41 IMrA`1rt L:Ienn grnntpinr matennl for u as 4lruelLnrLTI Iill and hg4kfi11 'd'hr fJ1lr0wi2l8 x'Clkini f1n%Vjdr dUlailud PVI LlMt"I1da1 41rlw FC-AUding Ilse ahcixe 1laputN Nild L,lhur pcowuhnix4l LdeLiKn corlxidcMI;IkXkli. 11w%9 rc.L nlinal dafiLmc lhoufd kMt IncorrWMIrd into I:K rl"I oS.sign Orm%iile% isw con'trole arm sliri iflarx'ILi,I1w it Promo-atiopi In prcpnn Ow r4rir rilr von,41moIon, Jeimilii6:in Lif exnsiing Lpnrcrgim-h nhowW lnwh0i; ncrtimat of rxiKtpng I;11111J1.116MIN 111-tt to ba oncoFrwaled Into the ne+c L1ud Qhnrrd0mrl7ent 01 Livoirri:r0liffi I 4Cdlc IyMcros .1iliI. i0ior hLiflCd mihiici {tibal1ldtiriLryry# lttilit) par . tllnt roll aruL%ado of 1MnW hulldinp .Inn+ cull f loci ire plac4 pivvidred 111ry err wolcd iL1 prevam ilTtnillion of grclundwider secpage and inil The 4Lit1-11it1$ lidlilicN a.Valyd bL'HCILLrt lire ►Rioting flour slab carp k. ILft Ira P4"'F' fbnwwidk4d ltlgl 1119} W% 004pplclCIV flila:J %%n111 C"rit 14% pnrrl11 rilturLt %L:Iil4Lnpnr hwilcai.l'r Itie hlHh. in the landncalwd pLlrtkwi of Lhae eke all 4aflCWiL3n. rlrtwrppL kur#aic writ., wi.J 111iCr 4k-lrrerpL11J1 illnwriuf whtad be slrimA LUIIJ mnlr,rc,J rtil 1 ltic I1r "p.%od rivVC1.11irlctlt arcur 'I.plra1L nernuvlll iiirth ill atpflr 4rlr19Tly � }r 11.1 It ItW1110 r'FntaId tW IANXtr J ill the r1a%VJ rx,rtiwnli Ur the sitC r.nistitiP ""4PI ill pawtli,Lru *r11 he 19[t In oleo helot.+ na%% %inic la m1 1111 mquiW to vwtdibl1411 Joi-agn Unwks pnv* kd 1t IM trau:tLmed in PIULL to in rim%hrium tier Fri wigtu inck► A. orgtLH19 rrltiwaill wimlI rill it he suitable for ulna us i1lnpowill I Iidd. tmit niny biz uwd for limsted dwhs Lit twkw4tmoural uritaw, lldec LkII14rlltlun And 44tartaltnpesal1110un are L{nilipli L1r, cpAI 4axi till Li;wrs ims a:itil to Al610 to esttlhlish dolt d NiiIldIrkg graklw., IFrlin ttr rkdlI 11111A MIL al vtrks%Q txaring `Liprfmkc% rhpuld tat LAlpsp -vd by is rMimRomiuuive Of kern A.1m Inuew, luL: iii ircrl1� milt umidItUllk% ILr4 uw K14p1'F; 4'a:l ilia! NUIWit1a: rnr IkUppiw't of FIOA fill Lx huiWing a'it'1tlwnt. Our rcprc,.mIuir►-c, niuly iequcut is prihAhIll USUIS I, Y ruII a1111md osyuipelltnt W d1r4 ITH111C if %P;y 1*01a11W wtrlr L"A y0ding a remi are prewnt Ir a%Lvmlivcl} }ltlding amm orc obnonw. OW Chit}- "ti mat be I&TAbINLd ILL Pfau+.; by vornpactiou, dic alTected Fw 1b. nkuwld bee ivwayalad and removed i4a rirm hmuinit uid Emdc ttslkmxi wlth new mniotivid 1 i11 1f the depth of ar,Yt:t Vialk13n Lts Mmovc uncLrIbic W11nb [A CXCCUTVV, The tISC t1(PLSlt Ix IIe W riCs., titch rLs Minifi 5MIX, or ail LMkilva,lernl fuhrlr. 4an N LLwd in i:MiiiISCtinn itltip clean gmnUiar oruclural t111. Our empertcma hats dlQ w<tl that, in Wriarai, a rnlnitnum of I ll irwhes of r clQm- grnnlalur %limetuml fill ptACo7cl lrllid comp oWd olevir the gcow-stik ftib�rlti should cmaNPOt a %to hie Isumnit,g ,urNL;c- Wu wommend supdxa-ling ronvemionpt sOMILi fLKIIITLg rc1Uttd>111un+ LW 14 n11ll1nILkill Of t*O fcti4 Of Ltrmiiiloir silnxrurnl fill dull npineew fhr natilrte 411uvwrl ILION And t11C CNIAing kkkw ftf mailerlllil. ThIl lurutTUrAl till'ihi+ilid C11WWI 11till imu111 OftliftV -fcsnl Intendr r'rrMi Ole ►tigtx 0IF1he Lo Mini loam Wall 4w 4itthttk'4f Cnlwnri fildingti 1 REV15ED PER CFTY COMMENT LETTER DATED 12/21 18 REVISED PER CFTY COMMENTS DATED 050.7f 19 3 REVISED PER CFTY COMMENTS TO C2.0. CE3-0 & C6" 4 REVISED PER CFTY COMMENTS TO C6.0 REVISED PER CFTY COMMENTS TO NGPA & WALL HEIGHTS NO, REVISION JPE 04/02/19 JPE 06 03 19 JRE OG/21 f 1� JPE 06/25/19 JPE 07/23/19 By DATE I APPR PW No- 7 J. Urom J. Heirs J. Eaaw J. lacers QH00QMS. Nelson NOT TO SCALE t1r1E r�Gl AT foil. mu r NOT W Lrlb, SC&E +400raDMT vEkrlC 4: wLao 100 FLtrt201rrrL: rMo iys5/tgpi DATUM TERRA ASSOCIATES, Inc. -i11.5 :y lei L r .11 -1 hlfw Ll EnKItirs-ririit i.cul it, arul kmr=vxrrrM�rtr.rl EaFTh .fir 4L*hri'4 !K.V.0 11Wr 26, 2017 Pr„ JX3 No. T-7716 #1i Lien 13ndpi1y 1)1 ' t indi.Lslria l "l51 Filth Avepuw, Suile 281E LJr. Wasturi$1li-111 08tt} 414111co. [ colvL Imieal Report 69! MIkmtc7 k<saol Sw RcntLini. Wacllrngtopl Dov Mr. BRrJ-k, . A!► rvi;wAvd. 44C 1WVV tiulldLMVJ aI Kaatrrhllicdl a riltinaarit g taar.i, for tlw sL1hlv0 prujim?. Tbc anschdd urine[ I F6Wrilii utii t14ldnl$1t tied mvi,atttirH41111ILAA tar the RL'"e,CCLII,IiCrl1 LtaP"14 uJ r M cct J"ipik prpd titvkKnwdcm. (h r tlald eXplt iro Om i ndicltt►n lh Ph xu r6ce 04W datI(M% nr the +I to: } imur,111} CklFaatlriktid of t-S ki A inc-WA itr Asphalt pllvermml in p46inyi ara,4,l aqd -1 to R.5 inclica of voncrot: fT~ritr stiLh in1!4j& Of f#W e*Lr+tinyf irlxtltyfrtal tp Aiing Steil u,liditlaanli t+kl =-VL d ulWe6ying thcwo pwvcmantt #ciicral13, Cbrisirxed Lpi' a ki t teat sal k,nac iL+ vefy der" inewoLaaw fill matdfial owlying .1 to 21.5 I#Vl (if surf ILF LloWW inkrrhuddcct rlluxiai Q-41PL ecinijoing %,X wilt, e1a), wd %l.14%MVVl IT1lklLIM5 In the n*arit} of dw btxingii, rraidual wile atlLi LwLy igLplt r} bFrclrtxk mo ubserved Liiid:rl*ing ilia allui, Ink uallin to tha< tennIrUIN 01'014 houinjwx. Wd utllw urrrt L'ni: IM19n:ii In 9 Ill'thr Ili LIMi tuvinp 11611h ckpl Its Ilf 7 " ice 20 11 acl Indical In ie the prrbrikv of it shidlow RrIlUMI -Ac: trble 11i oh.r kip 111iOt). suppon I,r tlic dFLItit31rC addiiikln uMhV *Iuudard irIxud fMinA itwuw.ioli,iraf +.ill bee fcksibir Hawve,or, III oWAV to Paul %LLitubJt t1upporl. all fmt1dathim. w11[ iivvd lu be iuppkuU%i+an u murrnum of two+ iLvt ut 0"nL114Y ~&JkclurAI lilt KrLsl iho FW% hi4iWing pdKt Area, u cal nerd lip b sL1bpxlt!d Iir a %wk:hxrV6 ;wTYpqm ti.) mil ippc Pusr 4 Ln1151r1iowis wirlunnent IXlailod rwh-opmendlrlitien reprditig foucl4plwr? .uppon a.txig wish odwr P4c o hnlcnl doip mild t:Pri, stniolco .o nsii iaratiuils axe rummrl.rimJ in the itlmhrd mplet. 122 Ft I I 1 1th Avenue NE, Ste. r3U. KiFkldnd, Washinsirm *3 34 Phorm 1425)921-7"? • Fax 1425102t 4334 hi rl�l > ,1116 .. 15V A " ' L .o *01 ONAL REU SE OF DOCUMENTS W 150M M W SUN 920 RKCI`RG*1 LL'f IN AOCTMMKi all WAC M-23-07U AND UW TER 19.34 RC'A4 UNRIV130M ALi NtM aF &V It tW WppoaAPOC L11F M amRlfld 91411"IlM4• ill THE IC M AND WROS i40MF RAtm fEWK AS M xt3ll PAUtT OF THE PRW031 % MhKEE IS THE MFERTV ff r VNA Mri'r$M ANO Is NOT TO K UW1. IN 1FKU 00 Lit PART. FOR Nil' OTHER PMUT WIMM 1MET1rtFi AUEILTp¢iL9ltlra 1p IlrallM rJtorTm NNOV, architects 950 Pacific Avenue. Smite 450 Tacoma, WA 98402 25 - 72-400 1 �1 PROLOGIS 12720 Gateway Dr., Suite 110 TukMa, WA 0816 206-414-762 R-404203 IN COMPLIANCE WITH CITY OF RENTON STANDARDS RECORD DRAWING 03-15-2021 NO RECORD INFORMATION SHOWN ON THIS SHEET. DEVELOPMENT ENGINEERING A main 07131 /2019 WE CITY F PROLOGIS RENTON 0 11 16 18 601 MONSTER ROAD SW FlEUX9lKK . W E T Record Drawing documents 03-15-2021 P,F p;2,WriNc rno. Planning/Building/Public works Dept. PROJECT CONDITIONS C1 . (SEPA) DNS (CONT.)." EOTECHNICAL INFORMATION 1 541EET: 3 51 00 r z 0 Ut�--II Ir 0 J 0 CL PROJECT ECT GEOTECHNI AL INFORMATION 0) 0 z Urr•• LL 00 0 0 Ir CL Scimg2 l(Ter 26, 201'f VF0jmel NCR 1-7716 A of 7crm A&xor ides, Inc- should obsene all bearing sllrfauea to vclifw (hat :Sc1il rond6kms are AA rx,rwn ed mA err striubte for Aupport of bui M ing itmndntions, finer xiah%. ilia silt pa%vmcntl. Our stud* illdiva lts than lho: mixive g ollx 00IIi4rk A SuMclertt p ruvilnigi: 41f tI11ci11 and elan} Kiel partiwkcrl ihat wit) Trukrr Ihcrn dif5whill IIr4LarnpuLat ni %lrurlaraI iiF] tfthe}' are um wuL orr tow dry- Acoordillglw, OW abLliry ill use hli�tr.w Imu%V !A4A frumn site .mmvatlorix a6 structural IIII will depend u11 their rnoluture Lxxplrfii and Om prevailing wk+ralhor cnnditimiN. whcA *Life grading ucti% it is takir plat . 1+lbil4LV Moil% dlw are Ulu wet k, }mrpet ly GL"rma ci;u Id hie dried by natuliLln doting do wimlhrr cllndiiiiTh% opt iniho d %ilh an Kdll"uive %k h Sb curio[! llr Iimn tzr slabilim rile +Lail end riperilitate cfIimr cIirin If an additive Ik u-wdl- add ilWin I RcLI Mtwingctnent i'roellklet iIIM11%1 far 11av um wi11 need W be muorllmrrm1vJ Irpio iIlr ferrlpnrnr} I-r;i%iivn Mild iednncnlnmrnlr Control PI'Atl;'fi;Sf l fist' IhC pnliccl if lirWlrrg autNitilh role pLaTilxal dtltitlg the ti41121 Wintet tsu,llth,, t,r if th" a FV initiatCd dtaring 111C aglmi-ftr 01141 c%wiLd into Nil and wLinlor. Ihr co rkl= tlr slio,uld he prepared to Ilnpurl tivi-m-wh4r rlru IM411 rill, For Ihix pLLalpow, we moviti=Lrld amliirtttlirllt a gftnuIar imiil ihnl i1wa%. t1M frikiwinW griAdiFig rLLgiPi L`muni% ll.ti, iiu+1«Ir tiiiml I'rracrni I'e%%in 6 mulles 100 No. 4 _ 7$ alaRfllililrh 5 nwxlrnlillt; T11ma. *tiMd Inm the 3lA-I111ch lMCI10n, 11rlof to use. Term hooriciimuh, 1uw *tli,uld 0%li rimrle and lk<*l rill rumeti4% tmrmnicd to ihr spite Itrr pw pie wkli-Iurid StruL:r=il 1111 fllould be placard Ili Llnlfurrli ImId'o: tll�lcm n01 hm%; --.djq 12 upolles and comItrivioJ iir IL miuITILL4rn ill' 95 yWfuent I1r' 111u Lad,% Irw itimumn Lit) m#elljit}. As drtcnnittuLl b} AlliVriyswl 0-{,el;i} krr 'I'"IluR Asid k1caponlx 1AS i'M i Ivil Lit•4i�not 4in 13,08 ISlblldauld T'fL''titt 1. I pia mnlri}lurmp ayYHsl#mU 441.119 Is0iI al 111C 1nnC 411- CLIMTNkA 1011 irhniliW be witinln Iwii pertvnt {if i(Ik LIP hnlum, na dewrinined h) Ihix Ai IM %LArldurd. In nL,mwrua;lurul ar+:m. the doji m of ccsmpsohih cm 11< mxvduucd to 4t1 rwrullil 4.3 504Khksm [a'] i ollowpol +lie ltrgding hi esuebhsh iim dcxired hulklmg I10cw ekevattlwl, we recommend sumhnaging, the now Minding arru minh Li ihr rxi%itng wnnchoiji -ilrLrwlUM in limit huiidlrig and dater Anh 4rllkmenl3 to tLrleti6k4 r lc%gtx i'llr dhib prtlicedUrc. wo r"LlinntoA plaeipig u mill Inrlln) of ffmir feel 111' S11rchahrgo 011 1n [he hoildIng ri a 5 r 11 h `1 I tie Il 4x vt Cilc o3Cs1 fk L r tJm:t+atit,ml Ar1wJ Jrhe 1n ollld4n tik raSlrnciaan unrl runu ' s1CRam:nhal[ tprlder 11j1, L1rC da' p � Y $ B I r? gC 1 i, t - ,a ul x nJ rninu I of 13t h Cr a ii •d L I LC fill 1L1aLtS lul o+ccurtlaLd, i1LL ur+~hxr 111i ld d 1~ le at 11N rr F4�1 L:lrvaxt 1L: u# LI'e k f k � Re perinlelmr huikima fmltullir. 1 tile: +umtwrlg fill aitkes lull nailed k1 ineai imi special roaquimmmi-% mllhcr thruL havicill A millonvill In placc ,unit u�ig111 Lpf 1711 pound3i per cubic ikxA tfpJ). 111.14. Il 11141) hC J.1dViaahlt: M 1AC u AIPLA qualir} 1111 tIw waltt be used lt> raMiye grades in utlset pLlrtluu, 13I' Lhti mW. %UJI ds pluldalt dnd Lhli4VVY t dims, Ll' Aveer--da*. Pml}re Nu. 8 saab'xNTfaalLlF .` gAc1rlber 26, 017 13m1lcal No. 1-7716 WQ ICAI.411nle lhr<1 1LICA] selii AWni udder Me murelmrgc till will bou ul the range of Lxle to 1hrce inehcr, It i.4 o!.Tjr'taatrd that 90 r rcent of tlic cunsalidntian wttNFnj--nl will o>tcorur in @bokil 1bur trs %;iA ukcv" foll4 I'iq Bill mppiicaali in of ihr 1,tnIhariyc. It is prsx>iblc that solhi ltvlwe po rtions u[ the ea wing flour bleb aaorjaycem to the LAV of The %Llrwhaargm to III :il,u o%perignco ,nmr: rsvillunem during IMP; prrkLld. I-Inwowtr, the ianpruvenient% planned For the.uf,vwi-L aftl<r the sumtwrgitip phase It allmpive Wilk rcLlinm 11mir slab - Arvicclstiilin- To vmil� the htnuLud Ot'vali rneili acid llke tillle ru(v of rriklYc+rajCn[, Ll,q WrellnpFe Prk1jffAn5 mtiii:4 In r11r}hiLtlrcd by Insta1111ri t Salkamwnt rmlatrk+.m. '! Ms witiumcrll ma km should be [pistolled L+mj trig o ick ihhg {rrade ML7r hr p6,:inp art, huildinit K1r wu1V114i-pr 1111%- 011cL: inrlu1l9d+ehlvauioUll4 nl'KILIL Ifie ii11 hc4ghI n4ul tuarker %lw.iuld heta%c't1 N,rci: s ki} until the~ ruII huiglhl of till: suro:hurpc is ire plimix. OiwL full-.' %urchnt},od. rovwlinj�*'Lhiruld aintinim wreekly uni11 the unlicipawd %dLloiuurrltc Millietick: Lrrmd A py'piuti Wtilerll*ni MRt'1500 dL'tarl la prL O&II ria F:Lgurs' 7 11 1% L.rlltcal thur lhv grudlrliL Ctrlueatill,r rL:C0gPlir"C rho: I,mlpoxrtun4e Yf Aii; yrtt[iLlinokl nlrerk.Ly w- alimbainn All efiilrt; mtW lLe ITtOI14 h, lNnll"l the Markn, 1r.ih1 tlahlllag0 iltililly. fill I11a1[9nW(ml It ilk LdliliCL111+ If rkli lrnptx %1h11r. hl cl-alualr rhu f'I""'Fi mL of the wrchnrl;c jxriviram if ilic Iilarli.6m nry d-imi4md Ur tke-Iruyrd by omptrpwtion rmquip111Ci1r AD aiI re%uh, o may I%- mLcv ,lrq to imloll pew marker.arid v-%wi1Ll the Sur0argIng lime Ix7itd in ordm Io enultla Owl wthlm:nxnl, ha va cutmawf nild b4hikling 165n LAlk bcgill Followinit III, m w4;v%% ill complorCikiii CW Ih+: 6LImL arktr l,txlgrnllt, wit11 61LIIx19rtalrn1 Je14igpla u1. WLlinanenmlw ill 5tojoxl 4.5 of Chi+ rtTmim sou whould cxl'Ict1 lilartirrailm IlrSn1 arks Llirliarential rrlwl a {nn.lrww114Fr1 +t'Itl0nt'r11%elf LXV- hniflrwh r rpaiinuier ffHI11ainthlppS.NIld Lrlit~•uI jk ialr hnieriar 1:011ialluha. .6.4 F;xlanuplip All excrivadons all ihr An 4ml4iBled with omfliwid s res, wxh rtx ulility Irenchr.-, muse br coilipIcled rn Am:Cilydalljw+; %lilh kwal. xiallt, pod fmado:rJI fLLIUIrulnwltr.. HPL- d on rV#uIMJN.Ips oUllilhrd Llm Lhc %ka;hunglori Irduxtrial 4alvl and Ilemith Aet (WISJJ11L kilt nulivr 6114xi:41 .1111% WL1r1Td bC wka}+iFik+Ll AN I)ye l' tic+ilw. cdrmp¢tr'rlI wimctilr1L'T1CLj Ihr 1.1iµILlha wenthmA %agid%t4mia becirclek- would kk 5!1r1;IxirreJ A* ,tLihlt ro>tik Aixora.lingly. lo.ffiTuirar) Lallwrivatl011% lei 1hrin 20 limit in devib it1 Tp,N i' uarlK ;houIdi hove Ihen' ,iklper laud h4uk .m err 1rLcki"Ifon of 15 1 tlloriwrilml.Vrnieaa1) tit 1109trr frLhnl the IL1C to the eoxu of ft sl`orp IxgvmlIng kill Ox, dcgfrr of rraacturing wrlwrkimq cxeams inpis imi +#atllrop lllt'•S. rainy by able to hw ex,%%aled ►'wrtletilly far p pOrlion of the excn%atiun Liwplh Atil exposed .stL,ix fahLv% Aho old bo ecry rcd with a durabia raiitformi plustic ItheAltlrlamw during 4Lrn%tmeiiqmh lu prvi.oiL't hjw rm orlinl tII14 rUtjill$ durill# fWFiklidIt of I4rcwilsilAtlrlas, 0mulldwapirr 1~howId be anria; Ilmled w IIll 1ra "uji 'Nlkips ihai cxio nd Vcmcr Mail Crghr uY pen feet boluw ciprritm m1C ry r a � w�L �ti11tw I .. l a fell f'CI hrtlrr>ry WOW faille a nV tb4 na SLUMP mn grxmicr. 1 a r sllsplli +r rw.M . 11 w hptl G #Ile Ate on � mp pump U prrrcadurl<s oW a b}slum orcL,IIVk!Ik0u 110101c5, If rWCU%. I*L %IIOLId bat C9ls611e I,f nthiflMininl} A airWIrtly &Y "Ca walkin file cur4wUUCTA(w purpos¢a. I F the 4.4wa4niiuns e?L coil d+ rWf 1.111114 U44 169t elLsirm ONO rkxth Grid Of ltba siu>, p1.t•LileuIAFJy durhng the wltHrr ailulttl13, it is Uieuly that 9w exeavAllurl will rcquirc +1u1x1Lto6hi; by well puinw I IN Udbly stlh4LwllroClrlf should IlC prcpafoxl 10 iMpIcHicat vwuvaliun dewalerinil am n-vi.lud. PROJECT GEOTE HNI AL INFORMATION scprember 26, 2417 Projt~zt No T-7716 in I51,r cipihuon. 1mtslWinn of flvuing draim nerd zm6i} tx ckiniridurwil where Imuimnpkng will ocqur ao.Roeenl ihr huiIduig perimmerR- Foirniiwlt drains wtiuid nm fir mquirmd %lien« pavrd vurfaw s r,Llcod Lip to iltc chlrriLlt f4190 Of huikiInng WRJIl , I IW dTAillsC-Mm ¢rnr5ill of intir-imh dtmrwt.r p rl'nratLd PVC pipe Iltnl in vilvelrrpeJ in warlwd pea pml.C1-!.jMd LtrpmpgC nl,,#7,rtgAtC. thL- @&gteptL should c\ tend six Inehce nNi%-L and tkl the skkm kit the plpc. Rxor AFkJ IM31idALIP01 1,drarn.:liLxllJ N Iielathmed srparawly to lire xtrinn draiim. All draim 0makd he provitleJ Willi tilean.xlls of aa4lily :accessrhlc IL,calt]t.rr.. 1"Iilit% Tsipvxxhoold be hz;ikiei and (mLl:IdilW m akcordmiwc ih.him Amcrmo wii F',alslic 14'orkiAL4mviolkin iAPWAIof the kx:ad jLui.diciiLsn's1 -)pccJficutirmsl, A. a glinililulrf, Irncch bn€krill %IlLiklki he piewod and rornprctca! by NiruelurnI fill, Lilt dc%trkd in Sew-fltrn 4,� L,f lhis rrpt5rt- As ilowd, ari6at tiolive eked, ekwaavawd kin the silo should he +lutublp for use no, h&- krtlI mal+:rial tdurlmili dl\ rkrathrr vhin litIonn- 14iwewir, if wiln} Cosil%Iniction Lakw't 01Aw JuttnS ilu it{!1 wtrhler nkwlallhrL 11 WIll likCl1 he licec+w+kr} k1 irrrpurl -.Llil'.4hlc wtCC % iVallier fill for uppity tFolwh h6LU.lilnil t'xe4raoun+ Iwo tliv rmilvc suds below thi; pround%kuwr ttihir mrMY C,.%rk+x %011 %ujlh that wltl be un.tahie wW W141Id toil pn%%i& ,Iuitkiihit %uprkor4 k)l 11 le mil el} rllpt s %k-hen hRCk rlIICd, Whorl silt Irrltilahlo LLrrklrl are c%jkv Led. tbic iibbly L1N1lwhir &m414 hm: priisamra-d tit Ln'm:r'I`iLi,'4#Mille NINO rowl-mlve like rAijl% and rcpinee tlhL:m with r:rublleLl nick or hzddlmljl >willlli V.11r ter uslathii0 A rtublu July loxu0wicr1l. tii%ern clrattlililmis inidicii1cd ti) Ii1c lv%T I%Wrrhyrw, we Wmild not o:npect L-i%xrL%cM*alion And rLpikCrilCne L11 .,Il% kTr 4-111th114111W stelble pkpe ill lidiL only Awolild .Kevin tuts f`sm:1. lM.i! 1'arYmr�r pavcrosw'o Nto A11d be k wliroclL'md .,n tuhitrLldc prCi'k ie d ail demurftit In Ni"ILkin 4.� 41f Ihr. rvTHLm Rap riSkm of nce &Vr%C L1F (60ti%i= cv5nip;lrtitm a 1:11ivvcd. the .LallrtraJc nhu.l lie fine and 00aalrvulry uoyIclmipts hvi`orlr palv'ilig, Pri.10If ,lllrig Cho: nuhpAdc w 111r br=% coinrinu'tiiws c4lulpin "I xboutd he cknilpl" sti verib-thi11 corw iliun- 'I1m pavallvil[ dc,Ign %%thou it LiuFwjlcnT lipid the %gAppnrtln}a L;.Wp6hdicy iif ifw imbgrgdr: *n11„ and the traiiiic 1.hraldiiiL1rh5. 10 wtJlreil 11 Will Ile xuhic'clrd %'0: iv%pud rialri"ic al. the hwmhty will cmmfiini of uaarx nritl I11k11t Inick+L. along milli rrccamonal henvi, Irnf is in Ihh Jop-m CIF Lru wr-i ruJler rip* Fill dicxisn ojhiii sidviraw kn LL Iry limve gssurmc d rrallic in pnrkiniland ill-Ar!liPhr Ir"k nwtt Im%t?iIleni arvDks Lien ho ropi'c'rwnliM 111-4111 1R-k4p ktui►allrnL Single AS.W J,tlgdlmpi t;%;ALp of'S%OD0 ai..er u .LI ,Lar &Lsip till! . For heavy traffic pnwcrnoiI wr.Ln. uc IM C J. LLlpiw,Ll all I!SAI- irf IN P.0041 WLrwld he rgxmmrntlul+ ii: of IIlr m:,ILpccl9d ltlading. Wlith a stobir suh#rude: pnruurd as rvi:4 wl micrided. wIt rux-nnnlend illy firliumIng powcniew smiiLlm; high# lrrlfrW acid Prirking- L, 1wa1rwlac%oflaltmiii;aMAtnIt;JiMAlk34—lrMtPi1u11eY¢fciwhod.1urrailllLhot oouirov(CS BC) L, 3 4 im-Im% of rill I dgkth I IM A [',Egli N v. I ? Puler No- 9 Sc-ptemher 26.2017 T'r0jeu h{1.1-7716 BcAvTrmITYe + i lt= [plays of RM A twor th jnii:I <. of C'SHL ■ Fix+u irwahmsw of roll drrAll l FMA i ht priving mmL crlals un-d r,hmiki confbM t41 the Curlxw V im6ingt4,n %,ttn1L`- IX-purtmrrd ur TrITi%Nrtrlll[arr r %A'sIXI I') peciflc:Ll ILrrut for Yririch I I M A 3red CSUC .wai'1.4z ink+ �WklI rL!rll-•nl CIA hiILlntIOn lYr 44Mhthlr.flon rlr a call cmiGni How rolr kupport o 1 Ihr pavY m c•r1t hmiw11 elm a1w11 he L'01I k AV(CLi WS 04F nIIWITI IJwe tit lthc above eom gait khrmI pavcmcnfi waiorls. As5kini inrr a pmperl4 clam nxud salt cemeri[ traw huxirig u minimum lhivkrKm of 12 iirwher Lind o inildtnum 7-da.} VV11Ypr¢11 Iv+a r#ronpfh Of 11u1 pnunJc per,Llumv ing Pk {p-4ip. in ill mimum IIMA pAvemeehi thickness of 3 iurhru wcluid lima rexlaiied rur Ihr heavy irarlic Marvels Tlir dclLiltpi of file sal ,rnTcnt 1��tu xlrkwlti 1jc ctLrnplcicd usingamp1L 4ri Ilia �ub*ral4lrx}xr�c�Ik Lit Ifie rirnc of LUnwruk'#Toil. I,cn1lJ-1urin pa%vnuIll rlm:rl'uniulnwo ►a ill dcpernl Lin 1twil a drglikim Lc. A ga.L,rly-drnincd puvVillum oLminwa w,11 ix MA'Yjml it1 prvrrlltlure failure tall a1 rpxhrit (if wtlrflim wolef inrilirntigt into the Kuhgruie wmtx and reiorcina} their utpporlinp capiaNlky. for uptimurn perrmrrntimixv. wit r"rimrrtwd burfkL: itimpugc grNdiclltr, Lit' m iim,;t two Pcrcew lioillc JvW w of loollitudirimI and trin%vcrr40 wrnt<king of IN: pawerntini barrwC sluluid fir: caJaeoed ov"r timr- Rultular muintenri we iihaluld ter prarsm d ill rwlli L'rim ks WINK I1 Ihey Llbtiur- U AS) DITI(MALSERVtt'FS Twu Asps ck . Ira. Slwii1.0 Revel w the flnnl d4sip dr4wiilip and wp%%irhmiionn in mu'&r 0 v rify tlTdt mnh work and rimmiulwm reel111141 wlk,luiloll 4 haavu brtr'n Prorperly inlerpreted told inlpigment+:d mn jwktllecl daSillrl. Wr 0willd el%Ls #xSwWL: E LAh:ti11r1iwnl At -Mite dLYring twobituvi.lon ter Libitrvr gorrhpkilLnwe nlih Lwir dC'Lhltla L"oSmlax$xh, %PMiiientiurr,. no,ki rgtrnThmrtpdrttitln■. Thii. will Itll►t►w rur diobli n w: atnit" If wbeurfacr condltkpirks dialler from show alL11CIpL41C.Y'1 pr1L+r hk IN: %tort L,rcongfirLwo4m. h.Q l.l�'TJl1All`Jktlf�i Wv prti wicd Oil% radon in oceavdmixi: wilh lrV4Wtatlly a q;CCrAOd gODUVllnikali cnllirloerinit prnwtimsas. NP llthO "IIMFII*L 19%PrV'0WC1 LU Ilmlplkr<d, mn kllJidc. 1lii* repori {b ille 4op)righteal pwprrty of I'urrn Aiiwciatex, frx:. cwkt in Ialten W for .loLtirrw ajrplI"tkin iir time 605 MminsAu pitied ';W pn&a I hue rep rA is fiir ihL: cxc 4%iiv uw oft- C` I lnilul1lrial sod IL%U1411 WirIled r+l+ttiLclltMrl3'e4 tho Anodys" amd sevoritllt'-.1161koll'. pt1rS"t ill this MI-M3rt tiro bind trek dote ublairmd fmn ihiz Iubswfkv g%PIi ratlLvm wirhplkted on-,ihr, V Lria1loiks Ili 1Wt Cr FWiiIPIL% vim txuur, theta nalure rued extant ,al' whKh maj rxrl hft-kvm avkdell until Ci-mibhlucllmi. 11' variollun+ MpflLnr vvitkellt, Tom AsmX106%. Inc, &IjUllj{ ilk rwglW41CJ het rWVnlmalbu ncC tL1L'OWTH113446MiN 10 dill upi-rh rwk n W procowLitng with ccwstruatiam lsgo No. 13 Oil tieptemb r 26, 2017 1arclject Nor T-7716 1 by athtiVc inftmnulion is priwided ,1010t% for ft hepiCfil of the owner mid other &-sip consuIunts- Lind shtlutd not tx �;tw,tnik'd tt1 imply that Tcrm Assmialok law. i mwne, rospdtasibility for job site gaMy. It au urldersLNsd Lhat .11Ib sYlc safety ig Ifie +Tole respormiti lity of lTwLa lkmjlxl cwtiaawtor. 4.5 Foladation SQPRM I.hc huildirig niny he +iup;wPried Lin e0nwrntiopinI mivead Jboting founhklitmt hrunnpL 011 It IniMITI nn nrtwo rut Ltf graffiLI r Arw3Liro1 1`711. F1.11uud.Mli(lei .Aibinldr ;hLwId hr prrpurid in ruvomm&xkd in 512cturo .1.2 Lirthis mpoil PcrilnuLrr fuunolalitvks exp i wj LL1 the wea[h1«f %hoard heat. ai o Ininitnimm drrnh of 1.5 forth t"yo final exterior Itrad.!K. InurpLi foxndaiuns can be couetruellal at any c5,n,cllfgnt da0111 hL-101A liar 11Lxw µpail prtrwkw IJIaI IMmediate supp4wt ix obfuink J ink a rniKim urn ipi' mil fC9t Of atrLicturni 1111 FLiutldw[L]ru -lIIF 741rtt`LI 17) %Lt'Wiwral Fi11 con NC d imeriiitm cd tier Lt omit ill lnwaahkc hearing upaciry nl'2.5M putmds PC iiqurre Alit (11M). FLx klim,t't-telrm lukti.k. LaKh 4s* wind and wimnic, a Lmc•Thim'd m urawe in thmE allcrwaW: wpwlty Iran be used With artteramt lopilkng Low WILliwlplugd. lhi1L huirtng k4k`g. l aapglllctf, aaeld sL14hrt!40 l irn zorticin oriihr ,urviihrvae pmumni. L:stlmoled tnia l aphd JIiY ncniial saakmclrsw acre r,,ixvtoJ it, lke .rile-uY4fY. lFutr tfeuljttthng rousidntikm% t[r ru*i+Ll Iatcrul IL1aid%, u baler friatlon e:cw lc6va of 1135 ¢tin lime limd. Paw*i,v ourlh pirr9sufm rp4trnll on the eidc of Ihr hixlling and Im rwd rtklrtkni of ell«: FLltuulaltllll Munn WN11 CAR n11w be a:Lrrlcrdwrlyd Wkr 11MILMIMOTO wa11aru1allrlg Ihix lalcrOl MI+Inaxe LNMIL W) L441ivaflvia 11ukd w.elghp 4Lf 3011 ptlf Wa mCowntlTewl imp Irwluding the gNit I' inCJimn 411 .,n1 ir4 1Iu. cLimputxtl0rL lx4r012W 111u) can he allk'vtud b% wtiurher Or dixrLW1%k1 h3 rOjiUM grading 0011%11% 1}lill 1hVl11C FkN�umVR filer ri,l]hxiiitiutl Wi11 111: 4arr4•trhhulyd twFLL,Ilraingt L'ymrWIent 1uMVC wlI of WckiIIW witlY .lrLidklral fill FLt ilL,crlhell In �L'Ctkfn K -r Of till% rcfllrrt Iht vafnc+ rwcokiiillvndoed lnekKk u hiorly NkMir of i.�. 4A Floor SIMh-lama-f;rvij; Slti}kt�n-ltrKitJa fkxlrs edgy ha +uapptimed by the cmiling 111LAir xlah ipr cin Huh adc pruparcd a% rchwpkimr vide 4ri SO4lillll S-t 0( 11hi6 rvpLNI, lminLINIZIely brluw rttc 11x r +lab, too mitmmnirrid plo an9 a roUt.lilt! h LhLl h 1;c1pi11.)q hrv* layer crlm$lowd Of CTepT1, ca+An4mr spa4 o1r iplle gravel OLni huM ILA Lha11 lilrn-c jaerh.!CW ptlalr g lbc iti11 ,'Lk) r,i"a. This iiko t'iMI will reduce the pow niigI I'm mr urnvurJ L:xi OWry rnLWarlhUrlr irf WDICI iltmugh 1111t undkrI3 rug iaiiI and Rub"uunl wottinlr of the {io m allhh. In Ihic; areas wlmrr. 1lie rww fhN1r ,tuh will be jh116rvd diriLxlly over lilt exiktiiig sliah instmalliolt the Inver of mr pil6m llrvall4 i aterial wild 11W bo r<quprgd. 'I Ile Cap llinr-. brCA In}-cr WdI m11 PLVUI t nj{ri.ltirs ITktttrrton thrLLuIzh Ills ILlah.11lwd in V*AVf yApnr trdn4knl4x,k ffl kk11cre molisturc by varKir trMilNnim kwl if lmndenimhlo. opch a %gmovrrcmi ilcww a1M'cas, A wmltuut 0MI16-c as it, place IN dumbic plastic membrnmhk oimi 111or Caplllnr}' break Id4Cr and AM COVU( the {t O-Ml rMnC with a 1RgsT h,I eheufil xru44 L1r 5 1 a 1 i r s I I t r � • [r r 1.� it Ito Frl Lielran • d rein C1<n tnactlL n. nrlxl fox Ai{I in tn1 ft><in Conn t f lfac cr,rwctclrr Mh tl ne a15 * l 1 ot,~ do ring P IRx g R K1kL}uld he 13t14L41 11101 1I'tha %WICI! ur gmel ley'cr otiverh ing I membTAnc iN waiurmcd prior to pouring shoe a1nh, r1 w111 Imp he cIIu% rile Ill rm,4jir4ins ppli'SiraTl 4ilring o l' The .lair and ran ncti4,IlK move a% a ulatps %uppl} for rmii+rtily hluudlns 114ra ugh ihL; ,Inh, (k-4rnL1AII1 alffect.inµ I1kwr tiX;rcrings Iheretom. in o;wr orpinum, cmvpiug file 4uenlhrunc with n layer M ,UIIL1 03- h1114C1 alsouid by ;1%UILdc4 if INXIF slah consirdetirm occurs dY4ring the wa *rnwt ink im11h1. and the 6yer wum5x Ile r:ftkovely drairwi. a rgounlirncnJ 11por dcSignof, aW crMltmetom racial ilia 2011 Amcrium C'mmcrutc hliftw ;ir lri4`I1 !k#ouwlull nt`Con prrte f'racticc, Pail .1, T(r,'.I Id•+1tr. 1 +r r'ILrthrr rnfClrmlttRrn rvgarodlrig viipw harrier i114alWICKI WkPW $LJA3-ft-j F&k M114ES 1 REVISED PER CITY COMMENT LETTER DATED 12/21 1 B REVISE] PER CITY COMMENTS DATED 05 0.7f 19 3 REVISED PER CITY COMMENTS TO C2.0. 6-0 & C6-2 4 REVISED PER CITY COMMENTS TO C6,0 REMISED PER CITY COMMENTS TO NGPA & WALL HEIGHTS NO, REVISION JPW No, TR Septemb" 26. 17 drri, }c= N*. T-7716 Fur dcsil_itr of the uhdusirial shah-mi-grade fan,lr tr itlh ;j sLLL1i1C 9ui M& % ,AmfpriicJ {rf tzompaaM onYaal a! rill cuna-6ting of rietivc eLSHs and a iout-irrch entinWied Layo irf granular apillar% br<Ak rnwermL a suhgraidc xkWulukIit51of 150 p-1amd, piestlzin" inuIi. irLwh ofdeftectirrrl can be ([sell. 4.7 Late Full hearth 1'remure. 1,2r Wall MOP 1116! naij m.II W& 01 carch rrraysirrr devekwpme„I On enpimc d reilhninp wall% will $mrfN &-hull, om ibc 4vwk of thae u'Itll NL-krkl1. Wig I1x01lootle14d plp [Fit Anoi c.Llmoractmng %*ti11 ]+aukfill as %Trwill'Al ia11 a* dewriW PFj'.;'c kM 4,1� of thial report. To Iveyaru invntrfting the wally duns# hMckfrlling. hCus) etiiTTstlucir<ws remwhivmr:% .hkxrld no+l be operatcd within rKk• iaci L+f*w ,wall WajI hmcPF111 iti this rmkt rhould hr o:;m,Tlacted with halMil)«S=xJ cgipipmCn[, To pmord apmrrt IL}'drx,"IC prv*4iife Jinelopmmnt, wail draisraFC nwsi 111W hC inktnik-d A tjrica] ruviKmnendvd uahli drmtimiga Mail is shhvwn on I rgury a M;Ah wall. lwiri rkll phuXL1 AiM tompacwd M twivmpirrwa-d. and Ldminslp pnvvrl% Irrtmallc,i. 4t mccL,mlum-nd Jexignizig tmruatralrwd .falls i',r MTl wfi-,e cAaM pr;m%irc e4uNak-tit to a #iuhl skc,ghinV 15 pt,und, per aihi, fimt I jxt), I:or rebrraiiwfl wn11%, nn iLi ditlofial uniform loInd , FI. 1 oil p-0 ,N-ak! he :I Lkd it, I Lt Pc I„ pkx "int far typical irailiw cumhrlrgu lowding, the waliu son he ii*-.jLliued frir art wizilliomil IrrLn.;irrwrr% ILeil;41 Ot' 1140W lees itwru fowl snit rurchaargol. file cviilun[ni'n of welt perioni,auh4o; ajiidot frjmK 6tildirig- a Lim litirm p►e%ux1rtWnakrnl 1n 811 p4F. %%llcrir I i i% ncv hvighI vIF Me below-grtLalr Punkin a llhe wall Opippald Pie 4pr 11L:j In uxidltuln t4.1 ihm J194M lailurul clhtlh prasouire, 711o:w NealuaN L"UnW ;h htiifirL,a}tfiI tW1Zktlq e1L11kditm%III Wald ihilt Ilk (flier um hup kllidiraFt. ,liLping ainiratii�Illm:islk, L1r Wjew45rll taulldlnlirw 'ALil IWCA tin Ihra WWI- It' MICA ctrt111111101115 VLIiIA. OkFl ft i1nr&%.Wd luutdirip m+a,It be Im[k lW in the wait &%iork Friouft a1 the huc of li+aWMioyres Ind passiroa carlh pre"mv &i1t proiieNO rcrinumee iil them lateral ii*ds. Vx114" IM HiV tmlrumalCrn err pnx'idrrJ an %ft14%M 4.5 of this mppn- 1.3 IrhfiltrAtla■ k hw nAIivs miertx*"d MIlik-, Ia1 -4)11. ob-mmed Ili the site cha¢orwifatcAll) c%hibi taw lierrriellmlht% 51M. ihr dwir high fknclL um1owar aricacriMl pm%riny1 11w 010 tiK, }land wLAk1d rrklt be a suliable rccepinr .r;l fix diaslwwpe of dv-,wkiriih4crtt �ionri++atrLr using rniiltrallornrruitenii in rimilit ien, ThN eum.♦liineid ►►ith the prv-Cller ri11 ffwtmtlal ,aaW a ylialtorw }pxxnutwwilcr Lable wLwtd prs'wlrrdc the ahlik) n( 1hr Mile wilt iks mriltraue &L-ekywni'm wu,rmwrsrr L'Iu4YC11tiltil1a41 !tunilwatcr dutemiun mdh contmilkd relrawor ru file Jrnirragc hli%irl mull 1* u`rtd to re4ropJ all;tic11k1lsll,cuh SU'1tYIlllalr;t. 4.9 1?rlt trar�+rm�r I' I n,a l cm doer grutk-, shi.141W pain u11e ftcC and pS,ALG +6,C are llnpjC $Wtka rMlill OW site III All IIIMMs WaWr ITMO lhrl !re i lb n I u r J 1 Y11e4:1 r .4k:rt hi 1611n aonrk fir x.rthln 1bo mmrdlmic build4n a:rce.. c mccrnl IwiuL# o iir ad tm,• �+ n s r L t Lila t 4 alit p protilding N pn*mrhu¢ drnlnn}.o: yradiam uwa) J�tiM ihr: tlLalldlug periklWIL!r II tillh g:nt{ieni l;unlint h pro+«IkUcid, surfiwr wItlopr s11kiijM be chi Ilecta+d a iJja ZCF1ij ua Ills %1.r CiUMfL Lint# dicpuxed tLl Ar1prOMILMle OL+rm din iiittrc papr 10. 11 ;-- C v L } MIA } DNAI. REU SE OF DOCUMENTS W not7ul M xis SUN 920 pa;crpl7tlr.1►..L1 IN amcaMMKi Tag, WAC t9L1-23-117C AND Q WIER 19.34 RC'I4 UN91 ll130M a1LINtrul ff &V It 1W WppU+LVOC i* M am" 91 #iY1 ]Mir ill DOUrN#)1T, 4>+OFAMO N AND 5GNAUX xt3llLtuaptT OF THE PRW031M% MhKE� IS THE MPERT1 ff NWHA +4♦fC}99M ANO 6 NOT TO K U501. IN *9-f 00 !r PART. FOR MY OTHER PMUT WMM 1M4T1EFa IrrE1L1W¢�LtltlFa mY nf&M rdUauTm TNN Q�VA architects 950 Pacific Avenue. Spite 450 Tacoma, WA 98402 25 - 7},400 1 �1 PROLOGIS 12720 Gateway Dr., Suite 110 Tukwila, WA 0816 206-414-762 R-404204 IN COMPLIANCE WITH CITY OF RENTON STANDARDS RECORD DRAWING 03-15-2021 NO RECORD INFORMATION SHOWN ON THIS SHEET. DEVELOPMENT ENGINEERING 07/31/2019 JPE 04/02/19 � �-ra� y�7gpi P R L I R E N T N DATE:i �� 6 18 JPE ors 03 19 NOT TO SCALE � CITY JPE oEf P1 f 19 J. I ll. n 601 MONSTER ROAD RENTON W FlEL�L900Lr PALL JPE 06/2-5/19 " J. E J. n a om it Record Drawing documents 03-15-2021 4;Ek4r114c. JPE 07f23f19 CH00 S. tdeisOrt ATfmsort[ DATUM Planning/Building/Public Works Dept.PROJECTC NDITI N ., r NOT mXra WKM BY DATE APPR 9"Mm SC&E A000ADMY E�TE HNI A� INF�fIIYIATI �FIE,r: L�: 4 51 co T NH M Ke t3 0 z Lu Ir 0 0 CL S KEY NOTES CONTINUED. ® EXISTING MONITORING WELLS, PROTECT OR REMOVE, PROLOGIS RENTON� LEGEND GENERAL NOTES: T5 ENVIRONMENT CLEANUP AREA " COORDINATE WITH FLOYD SNIDER- ADC4`. SEE FLOYDSNIDER 1. ALL WORK WITHIN THE CITY RIGHT-OF-WAY REQUIRES A RIGHT-OF-WAY PERMIT FROM THE CITY OF PLANS FOR EXTENT OF WORK & TESC PLAN. ® EXISTING ATERMAIN, NOT SURVEYED, IN THIS IVI I � I �� - RENTON- COPY OF THESE APPROVED PLANS, SPECIFICATION, AND DETAILS SHALL BE ON THE SITE DURING AREA- CONTRACTOR WILL REMOVE OR ABANDON IN PLACE- DEMOLISH EXISTING ASPHALT CONSTRUCTION. e 25 CONCRETE BUILDING SLAB AND FOOTING DEMOLISHING LIMITS, A PORTION OF THE NW 114 OF SECTION 24, 0 CONTRACTOR TO ® EXISTING WATERMAIN, NOT SURVEYED, IN THIS AREA IS TO BE DEMOLISH EXISTING CONCRETE 3. LOCATION OF EXISTING UTILITIES AREA APPROXIMATE. IT SHALL BE THE CONTRACTORS RESPONSIBILITY CONFIRM DEMO LIMITS WITH ARCHITECTURAL PLANS, CAPPED AT PROPERTY LINE- TOWNSHIP 2 , RANGE E 4 E., W.M. TO DETERMINE THE TRUE ELEVATIONS AND LOCATION S OF HIDDEN UTILITIES- ALL VISIBLE ITEMS SHALL CITY OF RENTON, KING COUNTY, WASHINGTON DEMOLISH EXISTING CURB BE THE ENGINEER'S RESPONSIBILITY. W 7 PROTECT EXISTING .SANITARY SEWER LINE WITH ORANGE 0 EXISTING SEWER PUMP STATION WAS DECOMMISSIONED AND 4- CONTRACTOR SHALL CALL AND ARRANGE FOR LOCATE OF EXISTING UTILITIES WITHIN THE WORK ZONE- � CONSTRUCTION " ^"`w~-w� REMOVE UNDER THE BUILDING DEMO PERMIT, - - - - - - - - SA CUT (PER DOE MANUAL CONTRACT SHALL REPLACE EXISTING UTILITIES DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITYAT FENCING. _MONSTER CB GRA * "" w� CB STQ GRATE TYPE I SSMH TYPE II 48" CB STD GRATE TYPE I CB STD GRATE TYPE I (04J INLET) _ -M - w � RIM=24.44 RIM=26.36 RIM=25.79 RIM=25A2 BMP 015 } CONTRACTOR'S EXPENSE - FENCING. W RIM=z2,93 - � � �'� � �_ � * � � 18• CNC I.E. w=21,24' 12" ADS I.E. E=15,26' 12" CNC 1•E S=22.44' 12" ENO LE. E=22.62' 5. DURING CONSTRUCTION. ALL PUBLIC STREETS ADJACENT TO THIS PROJECT SHALL DE KEPT CLEAN OF Co 15" ADI IIE. E=20.18' � ss~ sue _ 18" CNC I.E. E=21.34E 12" ADS I.E W=15.46' 18" CNC I.E. W=22.24' 12" CNC LE. N=22.57' EXISTING II ATEF ALL MATERIAL DEPOSITS RESULTING FROM DN-SITE CONSTRUCTION, AND EXISTING STRUCTURES SHALL BE *PROTECTED AS DIRECTED B THE CITY. -sr SD SD SD s gp ter- - s - JI' � 1 ti 4 y } METER NOTES: 6- IF GROUNDWATER IS ENCOUNTERED AT UTILITIES TRENCHES, THE CONTRACTOR SHALL DISPOSE OF CO STD CRATE TYPE I GROUNDWATER IN ACCQRDANOE WITH THE CITY OF RENTON REQUIREMENTS. + � RIM=25.94 1 - 4 7. CONTRACTOR SHALL COORDINATE ALL WORK WITH THE OWNER. OUTAGES SHALL BE SCHEDULED 72 Co 12" CNC LE NW=23-44' -CB STD GRATE TYPE I CB STD GRATE TYPE 1 4 B D G c �' RIM=27.19 HOURS IN ADVANCE- r RIM=23.28 RIM=23.45 `�� _; '� 12" CNO I-EE=23.54' EXISTING METERS ARE TO BE REMOVED 113" DI LE. E=19.78' _ ti * .. 8" P~ IE, N=24.24' 8- CONTRACTOR SHALL PROVIDE LAY DOWN AND WORK STAGING PLAN TO OWNER FOR REVIEW AND 18 DI LE, E=20,75 ' a} CB ETD GRATE TYPE 1 AND REPLACED. NEW METERING NUMBERS APPROVAL PRIOR TO ANY CONSTRUCTION WORK. 18 DI LE, W=1�a.88 1 " ADS 1,E, 'k=20,a5' w r RIM=26-81 SSMH TYPE 11 48° y 12" CNC I.E. N14=24.81' WILL BE ASSIGNED BY THE WATER PURVEYOR 9- SEE LANDSCAPE PLANS FOR TREE AND LANDSCAPE RETENTION PLAN. 0 RIM- 2,85 Yk SSMH TYPE II 48" � � R=�2} � � x � � � 12 ONO I.E. SE=24,91 AFTER INSTALLATION. NUMBERING OF THE 10- SEE LANDSCAPE ARCHITECTURAL PLANS FOR EXISTING LANDSCAPE PROTECTION AND HANDLING. �- 12" PVC I.E. E_ .1Q' s� RIM=24-17 8 = _ 1 fiC -# 8" PVC I-E-=17-00' 12' PVC LE. w=18.57' x EXISTING METERS IS AS FOLLOWS'REMEDIATION NOTES: CB STD GRATE TYPE 11 " PVC LE. SE=18.37' 7 ey DOMESTIC METER IS 3" - RADIO 154771030 W 1. REFER TO SHEETS X1.0 THROUGH X6,0 PREPARED BY FLO`D SNIDER FOR ADDITIONAL INFORMATION, (40360 OOR MAPPING} RIM=20.s� � �. � � �� a . _ � rr 15" ADS I.E. W=14,51; A10'19,36 FIRE METER I 10" - RADIO 15494-768 18" ADS 1.E, s-14.48 I R=524-9c' 2, GROUNDWATER AND SDIL BELOW A DEPTH OF 3 FEET BELOW GROUND SURFACE IN AREAS OF CDNCERN SHALL BE TREATED AS 8" PVC I E- SE=15-36' L=94-B1' 4 1 _ �� w (#0061361 COR MAPPING) CONTAMINATED. STORM ATER THAT CONTACTS CONTAMINATED SOIL OR COMMINGLES WITH CONTAMINATED GROUNDWATER IN THESE CB ETD GRATE TYPE II AREAS, AND DEWATERING WATER FRDM THESE AREAS, SHALL AL3D BE TREATED A3 CONTAMINATED. RIM=21-76 SSMH TYPE 11 o 48'� k x 132,71' 8' PVC I.E. MN=16.91' R1M=24-59 I 11 9 3 5 3. THE SOIL AND GROUNDWATER REMEDIATION 'CORK SHOWN ON FLOYD SNIDER SHEETS X1.0 THROUGH X6.0 MUST BE CONDUCTED j� 12' P C 11 E. W 116$4' S° UNTIL CONTAMINATED SOIL IN ,4QC4 HAS BEEN REMOVED FROM THE SITE AND ENGINEER APPROVES SOIL TESTING RESULTS AND CO 6" PVC I.E. E=16.39" J I =1'30: x c - ?L � 06 STD CRATE TYPE I DIRECTS THE CONTRACTOR TO DBACKFILL, PRIDR TO COMMENCING OTHER WORK DN THE PROPERTY, rr 125 PVC I.E. NW=17.89' 2 ' R=235. 8 RIM=2 RIM=26.34 W SBS'C4'53"'k 115,01 SSMH TYPE 11 fii L=7.51' }1 " 1 I,� 5'�= I.E $ PVC I.E. 5E=23.49 fi � � RIM=28.5Q 0-74, IF GROUND DISTURBING ACTIVITIES EXPOSE CONTAMINATED SDIL, PROVIDE AND MAINTAIN TESL BMPS TD PREVENT EXCESSIVE � + � � F" � * � � ' # 8" PVC I.E. N=24.a0' -� � F S=P6,8 � � �� " CB STD GRATE TYPE 1 TORMWATER FROM CONTACTING CONTAMINATED SOIL AND PREVENT ALL STORMWATER THAT CONTACTS CONTAMINATED SOIL FROM 9 ° - x - w w - w 6" PVC I.E. 5W=24.20' w RIM=26.30 CONTACTING NON -CONTAMINATED SOIL OUTSIDE THE AREAS DF CDNCERN AND FRDM ENTERING CATCH BASINS OR STDRMATER SSMH TYPE 11 48° RIM 23. 1 7 # g $ ° 8" PVC LE. SW=23.50' SYSTEM- IF CONTAMINATED WATER MUST BE REMOVED FROM AN EXCAVATIDN, IT SHALL BE CONTAINERIZED AND DISCHARGED TO 1 , _ SANITARY SEVER IN ACCORDANCE WITH KING CDUNTY DISCHARGE PERMIT AND 8' PVC LE N=18.11' 6 c-' fi fi C � � :-tx 9 � 1 � � � k� � RENTON REQUIREMENTS. � 8" PVC I-E-=18-31' ,+' C I * SSMH TYPE 11 48"*+ %V 0 1p� RIM=20.45 5, REFER TO SHEETS X2.0 THROUGH X6.0 FOR SPECIFIC PROCEDURES FOR 0� ywy PARCEL' { 8" PVC I-E-=15-15' CONTAMINATED MATERIALS HANDLING IN ADC4. y 5�MH TYPE II 48" 1 � t � � � � �f � . ' R1M= 7.15 .... ---❑ 16 a 1 000�13u KEY NOTES. 8'+C I-E. N=23-95' 11 + 1A B STD GRATE TYPE I, - ! I SDMH TYPE 11 48 � 8 RIKI=28.58 3z'2fi 11 7 1 DEMOLISH EXISTING BUILDING- GEE ARCHITECTURAL DEMO RIM=24.13 8' CNC I.E. SE=23.95' + I24 SW168.72' PLANS. . =.25' 1 $' DI I E- N=26.68' h � Lei 18'° ADS I.E. N=13,73' 3" DI LEQ `F� 18" ADS I.E. 5=13,83' p 1Nr3 � � �° DEMOLISH EXISTING CURES. PARCEL #{ Cp ` � ❑3 DEMOLISH EXISTING FIRE Hl`DF�ANT- I I $ $ +M1 ' SSMH TYPE 11 48" 2423049120 1 17 RN=28.51 ® ABANDON & REMOTE EXISTING WATER VAULT AND METER. ` .: # . ... ' 12' PVC I.E. E=14.31' 0 DEMOLISH EXISTING FIRE DEPARTMENT CONNECTION. 11 2 t7 12' PVC I.E. W-14.31' CB STD GRATE TYPE II 1 RIM=24.38 SSMH TYPE II 48" EDWITH WATER �1 _ � � "� � � S" PVC I.E. N=14.61F ® DEMOLISH EXISTING CONCRETE PAD, 9 RFlILB i .�. PAF EL � - U B SDMH TYPE II 48' 8 PVC I.E. NW=15.53 18" ADS LE. SW=118' - 8m N. I.E.=18,07 p =6'3B'03° CB STD GRATE TYPE I RIM=31,47 RIM=30.90 0 `' R 288.48 12" ADS I.E. E=27,67' DEMOLISH EXISTING CONCRETE SIDEWALK, CHANNELED TO E & S. �, 3 A n 18 w . 19 ! 12" ADS I.E. SE=28,55E 10" AD8 I E W-27 27' A Co L=33,17 NO PIPES EVIDENT F - I ! 12 ADS I.E. W=28.40 12" PVC I.E- SE=27-67' ® PROTEST EXISTING CATCH BASIN WITH ORANGE CONSTRUCTION �[ 24 i c 8" PVC I.E. SV=27.77' FENCING. W CB STD GRATE TYPE I yi I ti=11'35'49" RIM=33.74 ❑ C6 STD GRATE TYPE 1 2 1 "il R=182.53' S" PVC I.E. NE=31.54' DEMOLISH EXISTING BOLLARDS - CS _ - 8" PVC I.E- W- L=37:01' 18" CMP I.E. s-24,04' ..Y 15 x I I 1 O DEMOLISH EXISTING SANITARY SEWER MANHOLE. S01'19'39'E 889.09 B" PVC LE, N=24.34' :# y I' I GB TQ GRATE TYPE I ' R1M=41 1'I DEMOLISH EXISTING SANITARY SEWER PIPE. ,L s CB STD GRATE TYPE I 17 12' PVC I-E. N=39-07' s RIM=24.31 28 12" FVC I.E. s=39.37' 12 DEMOLISH EXISTING WATER VALVES AND PIPE- 1 architects 6° CMP LE, 3=21.46' i i 1 18" CMP I-E- N=21-51' - � ±�. � � 13 DEMOLISH EXISTING CHAINLINK FENCE- 8" PVC I.E- NE=22-31' _ � - N00'58'35"W SSMH TYPE II 48" RIM=24.79 C6 STD CRATE TYPE I 81.89' (C) 14 DEMOLISH EXISTING CATCH BASIN, 0 Pad l Avenue, Suite 450 � ' 1 $ N01'03'19"W (FULL OF WATER) RIM=24.17 •, i i I 81.81 (RI) Tacoma, WA ]�+ L 5 18 CMP LE. N=21,67 t I CB STD GRATE TYPE I 1 DEMOLISH EXISTING STORM MAIN, 18" CMP IE, 5=21,57' - i .f-�4. f f s 2" PVC- 1 E- N=42.04' 16 CAP AND PLUG STORM DRAIN PIPE- TO BE ABANDONED IN - 72-40 • ;' , i, I 1 12" PVC I-E- S=42-09' PLACE- CB STD GRATE TYPE I' y N01'21'12 RIM=35,22 4 I 11' } " C 1.E w- zs�,os' 17 NEAT LINE SACUT- CB 5fD GRATE TYPE I C6 STD GRATE TYPE I ,�' . � �Client: RIM-28,3fi RIM=25.69 P E EL 18" Chip I.E. E=19,5fi' lax CMP 1,E, w=21.3 ' 1 ' ..... 15 18 REMOVE EXISTING TRANSFORMER. COORDINATE WITH SERVICING 113y CMP LE. W=19.56' 18" CMP I.E. N=21.59' + �; # MONUMENT5: UTILITY. OB STD GRATE TYPE II ® 8" PVC I.E. N=20.18' * '+ i'i A=FND 2' BRASS DISK W/ PUNCH 2423049122 IN CONC IN CASE DN 0.60 1`v� REMOVE EXISTING UNDERGROUND TELEPHONE LINES, R1M=zs,s� Ee STD GRATE TYPE 1 � x *� . fi4 �� 6 +. � o COORDINATE WITH SERVICING UTILITY, q �+ 18" CMP I-E. E=77-35' RI�I=28-19 � 18" CMP I-E. W=17.35' _ I i B=FND MIC 2' BRASS DISK W/ PUNCH � 1$" CMP I-E. E=20-84' � 12 n 8" PVC I.E. N=10.45' 15 I IN CONC DN 0,70 SDMH TYPE II 18' CMP I.E. W=2C.89' , ".fi.. 0 REMOVE EXISTING UNDERGROUND GAS LINES. COORDINATE WITH RIM=24-E5� 1 18" CMP I.E. N=21.64' _r' �I I C=FND ,IC 2" BRASS DISK W/ PUNCH SERVICING UTILITY. 18' GMP I,E. E=15.65 •• I I IN CASE ON 1.0 PROLOGIS 12' PVC I.E. 5=15.75' y 2 " AD5 1.E N=15.55E - 1 REMOVE EXISTING OVERHEAD POWER & LIGHT POLES. M1 y,; . • , f�,.. ,. - .t, k. ;i5r3;. -. = .fit. _ mar_ . COORDINATE WITH SERVICING UTILITY. 12720 110 M1 ° RECORD DRAWING REMOVE EXISTING UNDERGROUND POWER LINES. COORDINATE Tukwila, WA 98168 _ - =�- Y _ # WITH SERVICING UTILITY- SSMH TYPE 11 48" - -- -- - -- - - - -- - -_ 03- 5-2021 - 1206-414-7625 R!M=24,5fi � � � � � � � � � � , I � NO RECORD INFORMATION �" DI I E- E=24.51 .: t x 23 AREA OF CONCERN 1 (AOO1 - REFER TO REMEDIATION NOTES 8' PVC I.E- SW=20.56' _ -- I SHOWN ON THIS SHEET. ON THIS SHEET AND BMP &KEY NOTES ON SHEET C ,1. $° PVC I.E. N=20,36' �, � x" � �� i # 'I CB STD GRATE TYPE I - . ` � �� RIM=54.38 4 AREA OF CONCERN (AOG) REFER TO REMEDIATION NOTES R-404205 SSMH TYPE II 4B' ON THIS SHEET AND BMP & KEY NOTES ON SHEET C .1- RIM=25.D3 12' ADS LE, 8W=52.38' 6" PVC. I.E. 5E=20.93' � �-� - �- � _ � � ' r ' 12* PVC I.E. N=49.53E 8' PVC I.E- W=20-73' +I ' 12 PVC LE. S=49.58 N OMPLIAi E WITH IT OF F E IT N TAN DARD SSMH TYPE II 48" T- RIM=25,81 8" P�r0 I-E- NW=21.26' CB ETD GRATE 9' PVC LE. SE=21.36' + PARCEL RIM59 00 i 4I fj T_ /� /� 12" ADS I.E. NE=55.30' I # dill 13 I y� SSMH TYPE II 48" RIM=28.50 TED 8" PVC LE. S=22.40' Ln 8' PVC I.E. N=21.90' I - 1 REMISED PER CITY COMMENT LETTER DATED 12/21/18 JPE 04/02/19 MAVVtfM ALE E REVISED PER CITY COMMENTS DATED 05 07/19 JPE 06 03 19 DUMM 1"=50' y � 3 REMISED PER CITY COMMENTS TO C2.0. C19-0 & C6-2 JPE O6f21/19 J. Eaww J. Hei �rs �, S5. 4 REVISED PER CITY COMMENTS TO C6.0 JPE 06/25/19 arm J. Eom/l Heirs �Ci , REVISED PER CITY COMMENTS TO NGPA & WALL HEIGHTS e� rt � J PE 07 f 23 f 19 cr�E+�ve AT Fkm_.. N 8`35'S3 S. Nallaw IF NOT awF u�, 105,31 NO. REViSICIN BY DATE APPR A Aaaa►,ah+GLr L' 25' 50' ' 0OY =5Q' YMCAL- mho IWO H0ftZ hIiAL: HAD I203/t99, DATUM Know what's below. CarII before you dig. ..' CITY OF 3. RENTN Punning Suilding Publi Works Dept. z 0 I - DEVELOPMENT ENGINEERING _ mair 07131 /2019 Ir W DATE U) PROLOGIS RE NTN 9 1 1 1 6 18 01 MONSTER ROAD SW FlEUDeaaf Record Drawing documents 03-15-2021 P,4G�0 DuuAIH{ W4. 2- DEMO PLAN AND NOTES ,Y: CC 51 W GENERAL NOTES PROLOGIS RENTON 9 [J 1, SEE SHEET C.2 FOR TEMPORARY EROSION AND SEDIMENT CONTROL DETAILS- . CONTRACTOR SHALL CALL AND ARRANGE FOR LOCATE OF EXISTING UTILITIES WITHIN THE WORK ZONE- CONTRACT SHALL REPLACE EXISTING UTILITIES 1 MONSTER � N ST E p ROAD /� D SW DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY AT CONTRACTOR'S EXPENSE. IVI I f� R�J1`�1 3, IF GROUNDWATER IS ENCOUNTERED AT UTILITIES TRENCHES, THE CONTRACTOR SHALL DISPOSE OF GROUNDWATER PORTION F THE NW �1 F E TI T Wf HIP TIC'-�E E., W.M.IN ACCORDANCE WITH THE CITY OF RENTON REQUIREMENTS, � 4, CONTRACTOR SHALL COORDINATE ALL WORK WITH THE OWNER. CITY OF RENTON, T , KING COUNTY, WASHINGTON 1 5, CONTRACTOR SHALL PROVIDE LAY DOWN AND WORK STAGING PLAN TO OWNER FOR REVIEW AND APPROVAL PRIOR TO ANY CONSTRUCTION '% ORK- 6, SEE LANDSCAPE ARCHITECTURAL PLANS FOR TREE REMOVAL DETAILS. END L1J 7, PROVIDE SILT FENCE PROTECIIDN AT PROPERTY PERIMETER AS REQUIRED TD ENSURE THAT SILT LADEN WATER DOES NOT LEAVE THE :SITE- LEG PROVIDE CATCH BASIN PROTECTION. *Jw EMERGENT SEE KEY NOTES. • _ w , `ter * ` y i—OVERFLOW. SPILLWAY sties SILT FENCE C-O-R. STD PLAN 214-00 .i� ++ • + _ �.. �Y , �"s `r 19' LONG x`6' WIDE 7) SG513 905 WORKICLEARING LIMITS Ilk ——— SEDIMENT TRAP, SEE C,Ok STD =- -' - 11 � TEfJPORARY INTERCEPTOR PLAN 211.00, SHT C2.3f �- �" '� {� ;u 8 SURFACE AREA =1751 SQ.FT, {� . ;:' ,. r - # �.. r SWALE- C.O.R- STD- PLAN 217-10 1 * 25x75 1 SYI(� STRAW WATTLES, _ ATOP (27-C) � - ` � _ � e-_ `` ' 1 4 54' BOTTOM (23,5) r 1 • G } =5` 2` k .w �3c C.O-R- STD. PLAN 1 a.40 son— TO BE REMOVED ONCE �, R=Ii42,73 x -" u 12 SITE IS STABLIZED i.1,80 ,��i �p t k rr Al 6' 1 s'36' 1 1 ;} P I E L# R=524-90' 4' '�'IG'E BERM 8 -'9188000130 ) L=94.61' EL. = 2B.0 - 1.` ' ' ( I s' 13i µ 500' 1' THICK ' 132J), RIP RAP DITCH $ 8 a .J I II INLET TO TRAP 27.0 # "� I - 4' WIDE BERM y 5s 'o " 3"1v 115.Q1' -1 d ON CENTERLINE 262LF EL. = . 2BLO f _ _ � WIDE DITCH SLOPED I 0 9'0_O MIN, SEE C.O.R. STD PAF E L '+ P�11 1 . _w— * w w — PLAN 1710, SHT C ,2 � � �' � _ � � -� • . � � ac � dp 1111 Fj a '# — — ' --- Ii .� 1. X 40 LTh 8 5v1'19'39"E 589, PARCEL# PARCEL# 2423049008 14 KEY NOTES 13 14 v o DELINEATE AREAS OF CONCERN (AOC1, AOC2, AND AQO4) IN THE FIELD USING HIGH -VISIBILITY FENCE OR MARKINGS. 0 THE SOIL AND GROUNDWATER REMEDIATION WORK SHOWN ON ' FLOYD SNIDER SHEETS X1,0 THROUGH X6,0 MUST BE CONDUCTED UNTIL CONTAMINATED SOIL IN AOG4- HAS BEEN REMOVED FROM THE SITE AND ENGINEER APPRDVES SOIL TESTING RESULTS AND I DIRECTS THE CONTRACTOR TO BACKFILL, PRIOR TD COMMENCING ` OTHER WORK ON THE PROPERTY. I o GROUNDWATER AND BOIL BELOW A DEPTH OF 3 FEET BELOW GROUND SURFACE IN AREAS OF CONCERN SHALL BE TREATED AS CONTAMINATED. STORMWATER THAT CONTACTS CONTAMINATED SOIL OR COMMINGLES WITH CONTAMINATED GROUNDWATER IN jl THESE AREAS, AND DEWATERING WATER FROM THESE AREAS, SHALL ALSD BE TREATED AS CDNTAMINATED. 0 IF GROUND DISTURBING ACTIVITIES EXPOSE CONTAMINATED SOIL, PROVIDE AND MAINTAIN TESL BMPS TD PREVENT EXCESSIVE STORMWATER FROM CONTACTING CONTAMINATED SOIL AND PREVENT ALL STDRMWATER THAT CONTACTS CONTAMINATED SOIL FROM CONTACTING NON -CONTAMINATED SOIL OUTSIDE THE AREAS I OF CONCERN AND FROM ENTERING CATCH BASINS DR STORMWATER SYSTEM. IF CDNTAMINATED WATER MUST BE REMOVED FROM AN EXCAVATION, IT SHALL BE DISCHARGED TO SANITARY SEWER IN ACCORDANCE WITH KING COUNTY DISCHARGE_ _ PERMIT AND RENTON REQUIREMENTS. I o REFER TO SHEETS 2-0 THROUGH X6.0 OF THE FLOYD-SNIDER REMEDIATION PLANS FOR SPECIFIC PROCEDURES FOR J4J #,`!j JJ 11 CONTAMINATED MATERIALS HANDLING IN AOC4. TEMPORARY SPILLWAY FROM EX. SLAB 55' LONG x 6' WIDE 8 I 4161 -11 !j I� f L� 34LF 12"0 CPEP 0 2,'0 1 r TO EX- STORM MANHOLE -- IE IN - 21.B2 -> t - — } _-__....-.- $ 1 6 8 -- SD — 5f � SEDIMENT POND RIS . 'SEE C,O,R, ETD PLAN 216.10, SHT C2.3 TOP OF RISER 26.0 �. 1 IE OUT = 2i5 ICI 'q � W/ o ORIFfCE I Lc SEDIMENT POND, SEE C.O.R. STD PLAN 216,OD, SHT C2.3 SURFACE AREA = 4,511 TOP (26.0) BOTTOM (22.5) ' �— — - TO BE REMOVED ONCE — - SITE IS 1 STABLIZED r� - 5'Y ] 6' 1-THICK l I EMERGENCY - RIP RAP DITCH - - — 1 OVERFLOW SPILLW4Y INLET 'TO TRAP 12' LI NG x 6' WEIE i EL,f 1'.,27, CENTERLINE 688LF 2' VIDE DITCH SLOPED 0,50% MIN, SEE C.D.R. STD I PLAN 111,11, SHT C2,2 jjf JJ J �.0 'I 1 h=6 38' 03° R=285 48' E:A0810H A N 0 SIE13I ENT CONTROL (nC) STANDARD PLAN NOTEAI 0! 1 • .L L ',', ...', . I'..,'• - ..1 A I+AL NOTES ThAT Wti%LL K JISCOWORA MD IN THE F.RWION AND SEOWEml CWAOL IEbC I PLAN del &L TIME NOTES ON THI LIbT MAY NOT PERTAIN 1O LvERY PMACT THE ►PPILKANT 0A 044NL,R, PKRESY REFERRED 10 A5 APPLICANT, WY STRIKE OUT ARQLE1+AJ#T "Me IF MOT APPLI'CASLE. 10 INE PRMCT HOMV1 R. THE APPLICAW SHALL NOT RFlvL04MER NCR EMT THE REMAAIINGNOTRE. ER ADDITIONAL N07"AM 14VMD1•DR 9F'EcIFIC o6SPfrC7S. T"tv SHALL W A D= AFTER Tf1E LAC S TANDARD PLAN Nf7TE9 i MJI.FORE ANY GGNBrRLiCr*N ON flFi+l:L{>PMEN T ACT IVdTy OCCUPtS. A Rw--Dc fbTRvc rlpi MFEllwO SHAD EE iiECD AMONG THE Cl Y pF REST ON H5%5v REFERRED TO AS THE MTV THE AMICAN'T AND 701E APPLICMr5 GONTMCTOR d TM APPLICANT III R£SPON5IMLE►CRCIITAMPNOTHlWASHINGTDkftTAIZDEPA14T6*.Nl OFECOLCGYit=OGYrGDNSIMUCTkCNSTDRWLTEPGEhERAL PENW. IF rT IS REC�FMTHE PppaMCT THE APPLCANI SMALL ✓>ROVID1 THE CI Ty Y Ii m-.l; GF ALL ODNITC mG ACPORTA PROODED TO ECgLOU r A990CIATROwlT"TKC0pgrrfWrTm*STCRMwAT'EROENERALP' kwT 3 TILERSGPLANnTSHh"WMVOl ANE$GCONsTlgL)rTwNUGIJEbcG WALK'tutHEORDERED 5t€RStRAjQELVIBEFCLiOW�0rkDWCON>YTRUCi+CW COMMRsFlC fE1' Yp f+ T pa Ct NUP p4 pfLD FI to �IA.FU-k PkGIECY SEC REoUIMf�ML11T41 TW HOUNPAMIEll OF THE MMAMW LM IS. Strt$rl At AFC W THEIR tlUFFER'6. AND AREAS OF Vt%7ATIL]M PRE SkRVA I OR ANQ TREE MENTION A13 PKSGRORI) ON THI! M A"$1 SHALL N CLEAMY DF-; LMIrATtio BY FENiCiNGAND MCITKTW IN rHL J•IeLDaN ACCCRDAinLY 4YdrH APPKWPIX D OF THE VAT Df PEE%IrCH IRWAM WAT>:It DESIGN U"UAL 4W14PON 5W0Mp Pft*n TQ Try START OF MNMucnoN. DUAIN4 THE {;SNIT %Ftvr riorN KFtm. NO pISTLIP!!}Aryf t: IWYDNC rHj CLEARING LIMI79 WALL BE PtRMITTED THE CLRARINU LrMIT%5 SHALL BE MAINTAINED By rHE APPLFra Ni rv$C sQKRVI$DR FOR THE DVRA, ION DI CONS TRLLCTION !. .S.TAWL.r2F D CCN GIRUCTMON ENTRANC'U SHALL BE INSTALLED AT THE: BEGINNINO OF CON, AND 4AAINTAtLyE.p FOR Td+E DURdETdgr{ fjf T H6 PFIi�JCCT i>SrJiTIONAJL FIEA9UFIE9 SUUi All COr1STkuC1EC WHEEL i4AliH S?9Tk:AIS L}fE WA 6K PAf]R. FA Y NE 14ERSUIREO TO EwEut+f THAT AL!L ARE MPPT CLEAN AND TRACK-OuY t u 44DAD RdOH T OF WAY OMS NO? =LJR FOR I HE OURAT40% L* THE: P4epJF_G1 ]F SED1MMT rA 11LACKE0Off &11 k pL19ur ROADS YHALL BE CLLVWr) t++ADUI)ryLY AT IHti E*0 CF EACH QFY, 00 MOM 5REMENILy VLJMN'} WK-7 YRAIWFI. AS NEOEMMY TO PKWMT HELiIMFUl FROM �sqT Fltiwu WATER$ DF THE $TALE 0. WA$hrDUT FROZE COKRETTg TRUCK$ BnALL PE PEf,3 DRMfiQ QFF•$iTE OR IN DEfblCENATED CONCRETE WAdHOLITAREA$ON4Y Duo IYOT yuASH OUT ODNCRM TRLbCX5 ON1Q THE GROUNI3. DR TG 9TO RM DRAIN$ DR OPEN CHTCHEB, Ohl, WYE DOWPIK, OP EXCEP01 CONCJIET( QrfA-irOWYOCCM iN DEw GNATED CONGRM YIAWgOuT ARW r. ALL REOumLf0 ESC WOOS SMALL 11G C4AISTRUCTIED AND IN fPejt.47'ION PRrGP TO LAND GLE O AND+GR C+4NItiTRUR'npry TO PRE:+Ib141 TRANSp4RrArdR]k G# SE4{MEkT TO SURFACE WATER. DRAINAGE SYBTrMItAMAD61ACFNT PROPERTIES ALL EISG 510E SHILL W kA"TAW*D IN A SATWACTORY CONWION UNTtl SUCH T+ME TKAI rl-tARIW,; AHDIOR G0IMTMXTi0N IS COMPLEI E ANU POTWIAL FOA O"ITE ERO51oN HA5 PA65ETl AL E5C BIOS SHALL Be FXMOVED Al! ]R CON9rRUCIION 19 (:4MPLFIEDAmb THE SITE HM GEER19TA81LIZE0 10 EUSURE P*TENTlu FOR ON-911M F LOSION DOES N07 EKEST THE IMPLAMENTA.TrR)N mQNtExAwI, RE1•LlacFmP hir, ENKAMCEFAEM, ANa REWYAL O$ W dMr+5 94ALL RE nit REsPOm9 .rTV of t HE APkICANt M. ANY HALARDI)u!; MArEAULS COR LiWO PNINDUCIA! %PMT HAVE THE POTENTIAL TO POLLUTE RUNOPP SHALL Sk CMUPOSPD CI• PHEIRtRiY M. TIME ECG W&PS DEPiCIED Olk THIS DRAWING ARE iNTMED ToSK MR+IIMUM REQUIREMIEENTS TO METANTIDpl3ATM91T1_ OOFLL3fTION9 AS CQMIRL,ICTMN I3RWft3K5 AW LINE-XPECTED OR 9E�ASQh1AL CONIDITKM OCrA.TE, T HE APPOCAF{T 8"AL.I, AM TIGIPATM THAT M13ft ESC EMP9 VdIL4 HE NE.CE9JWY TO ENStM tOMFLM OCTA3 ION CONTR(X ON THE fW0I3,QW-Q MITE OLFAMO TK COUR$E Of CpMETRVCTION. IT ¢HAUL RE T1iE OFKµJATION AND RF WD#4LCIILITY OF Tr* APPLKANT TA AliCA SS MY NEW COhOTICL le THAT MAYJNE CREATEC) OY THE ACTIVITIES AND TO PRDVIDE ADDITO NALL EW YMP9 DV�R AHp WYE m6NIMUM REMUIEMEN1S. AS MAY BE MESDEO. TO PROTFC-T AD.LACM7 PR(WER1'IE9 ANDwkTER OUALdrV OF THE REC+EIVINO DRAINAGE SYSTEM LO APPFWVAL OF THr9 PLAm IS FOR EBG{WLY IT DRIES NOT C'D#P,ITITUTEANAf'P1 AL (W STORM MAINAGE DE84GR. SWE NOR LOCAnON OF WED, REEPTRiCTORS, CHAkNNELS, OR ETOftMATER FAGtii TaEB 11 AFIY VMATIE'RWG SYST10-11 N€i;UMW FOR TM CON3MIXTION OF STORkMATFER FAMLITIM SMALL BE SUBMITTIED TO TIE CJTY FOR REVE€W AND APPROVAL 12 AFIYARVOIN EXPOSED STALE, 6iC1LMWORMADV AY E)ARANICWNT$ THAT WILL NOT BE DiSTUWD FOR TWO DAYS DURING THE WET SEASON (OCTO%ER iS7 THRJ U13,1+1 Arft 5QTH1 OR SEVFE4 DAYS DURING Tig 04W SEWON LVAY I RT THROUOIf 3E PIT=MBER'ATlH [ 9HAI.t 19F IMME pIATUY WrABIL12ED MTN TH11. APPROVED ESC COVERMETWIDS,$ G , WEDING. 6#ACl'tNG- PL04TIC COYERI►IG, ETC ) IN G4NFC1ELr.1AhcE WITH ApI3E11OI D OF Ttip RFAITON Swig ?I WET MASON ESC REW RElSI N TS APPLY TO ALL SO WMIUCTiON 5frE5 SETNEEN Or; FOIItEA 1 ET +WO APRIL .1GTH. LiNaE SS OTHERWISE APPROVED IIIY THE CITY oa ANY ARa WEEDING ADDITmONAL EEC MEASURES. NOT RECLIa21NG IMMEDIATE ATTENT04 SHALL BE ADDREOSE0 WI1HFN MVE►4 fT1 DAYB TS r++E ESr, SteS Rl] w+LCTrvE S11 E19 SHALL 9E w5PEMED AND MAINTAINED Al A #AINIKIAM OF ONCE A MOW-H OR w1 THIN m HO uR9 POLL4wING A SYbRM EvENT INSPECOCIN ANC MNNYENANCE SP60 LL f]CCUR MORE F AEaWN1LV AS MWIRE D By t HE C]tY tb BEFUREa0bt:NIZE1lLENTVF ANY CONSTRWTIDN ACTIVIl f, CJTMk4WN INSERTS F•PR tHP mw 5TAnnARO LRN42115." SFLAu fiE RRQvIDED FCR ALL !iMRM DRAIN INLETS DM%WRLOPE AND WITHMi SM FEET DF A DFSTUFUM-DOR♦3,] MTRUCTIDP[ARF-A, kINLESS THE RLWOFF THAT ENTERS THE PLIE-T WILL BE C-DNVEVEi3 TO ASEENMEKT FOND OR TRAP ALL CATCH MSlN INSER119 BHA" 13E PERIODICALLY IRSKCTED AND REPS-ACEDAS NECESSARY TO EN511RE FULLY FL]NCTKWWf G¢NPITLDFI W AT 140 TIME Sd,ALL SGONJEN7 ACCLJUV.ATIOk FYCF-ED Fr] OF: THE CMArTrV OF THE CATCM dASW SVW ALL rATCH PASM AND CONVEYAF&M Lwi; BFIALL BE GLEANED PRIOR TO PAVING, Try CL.EANWD OPERATEDN SHALL NOT FLUSH gEDIMENT-11JUMIt WATER MifO THE DOWNSTREAM GY&TEM 1jt ANY PER#MIE MT STORIOWATER FACILITY LO ATLpN WED A9 h T1 MPR)[LARti 9+ETTLJ140 E JIFIAIi 13E k10pIF .D VMTH TTr nPECEirrw&%R++ ESC I3#d M 00 SHALL PROVIDE ADEQUATE BTCRAGE C PAC1TY. IF THE TEMMF?AO F AC&CY IS TO UO1 IMMY FUNCTON IS AN JNF ILTRATION SYSTEM IN 115 MRMANF-KT 5TAI E. T HE TEMPORARY PAC UTY SHALL eE AM- GH ORADEiJ 50 THAT T HE gq ITOM ANO adDtS ARE AT LEMI TmP&P- FEET .ABOVE THE F UAL I; MEW Of TILE PEC4IAANENI FACILITY. f l AREAS DE54GHATED ON 771E PLAN�Ry t'ANTAJNM EX15TING STORkPN1 TER FACILITIES OR ❑r¢ SITE OMP9 {AMEfAI=O 8011•E- EUDRETENTION. PERHIEASEE PAVEMENT. ETC.I SMALL HE CLEARLY Y FENCED AND PROTE1'lED USING FW 5MPS TO AVOW SMtMEMTATIDN AND COMPACTION DURING I!0t# TFRjC-n1w 20. PRIOR TO THE MGINNI4G OF TFF! Y61FF $EASON 10r,TQOFR , STD. AIL DIEITLffiMD AREAS SMALL BE MISPEQTED TO IMWrIFY WH" OWS $4-AU BE SCOOTED OR SEEPIED IgPKPARAFION FOR THE WKTER RAINS Dr3TUROWAFW-O SHALk RE SOOOEP DR SEEQE13 WIT➢idN CH,1E WEEX OF THE M[NNING DF THE WE=r EiEA,$pN AN EXHIBIT Or TW)SE AREAS TD BE SODDED OR SEEDED AND THOBE AREAS 10 REWLIN UNGOARED &KjLu BE SUMMMED TO THE r_rTr FOR REVIEW 21 PRIOR TO FIN& C0N9TRLCTi0kA=PTMrpr-E THE R OACI SITE SHALL SE STABILVED TO PREvE„r rEDi4EN1AjMEN WAISR FROM LEAvJNG THE PROJECT SJTE. ALL ESC LWPB SHAu€ BE PDA+]YJ'_D-Ann STOFWYuATEq CONvEYANCE SYSTEM. FPAA111E8 AND ON-SiTE ampS SHALL BE RESTORED TO THEIR fUtLLv fUNCT10N04G CONNTION. ALL WISTUR13E13 AREAS OF VHF PROJECT BYTE SHALL 9E VEGETATED ok OTHERI•A5E REkif,SMlE T-LV 8TA3;L+LEb. A A MINIMUM. DI5FUR13IF13AREAS SHALL BE 5009EID DR SEEDED AND MULCHED TO ENSURE THAT SUFFW4EMT GOVER WILL OEVELOR 51"7LYAt-MR FINAL APP'FOVAL MULCH WlrHGUTSEEDING15ADEQUATEfOkAREAS TDBELANDSCAPED BEfflREDCTOSER,ST 22 RQVAEFLIESARE CQN5dDE0QMTOBEAr.1ETEN0DOFElmmTtAj'mzATioNAmEROSIONCDNTRDLROCKERI�S$HALLNoy BE♦msTRUCTEDTOSERVE AE RETA(NINO WALL& AU RCCJMMS LEI CITY ROAD RIGHT$-CF-WAY-SHALL BE CONSTRUCTED IN AGIDWMANGIF WTH CRY $TAMAROS ROCKY-ReES OUTUDE OF ROAD MC+EMOF-WAYSE'LAU 9E GONSTRUCTEU IN /=QRDANDE WITH THE MTERKIATIOPM BWL13ING QDOE UM LL%oTTEILSYvw 7daT6b, 13RAwiv. is Noll TOScAu 1Nr17 STD. PLAN - Z6S.00 PUBLIC wogs EROSION AND SEDI NNE NT CONTROL DEPARTMENT A 9/W1018 Ili STANOAIRD PLAN NOTES w,.. w.o am A.w...• CLUE L=33.1T WET SEASON SPECIAL PROVISIONS KEY NOTES: U PORTABLE SEDIMENTATION TANK SIZED BY THE SUPPLIER SHALL BE PROVIDED TO COLLECT STORMWATER FROM A0C1 AND AOC2 DURING CONSTRUCTION PHASE UNTIL THE SITE HAS BEEN STABILIZED. CONTAMINATED RUNOFF MUST BE PUMPED TO THE SEDIMENT TANK, FILTERECi AND DISCHARGED TO THE SANITARY SEWER, BEE BMP NOTES THIS SHEET. AREA FOR CDNTAMINATED STORMWATER QUALITY MANAGEMENT- e2STAGING NOT USED ® MAIN CONSTRUCTION ACCESS: CONSTRUCTION ENTRANCE PER C.O.R. STD PLAN 215-10. 5 STORMWATER DISCHARGE POINT FOR CONTAMINATED RUNOFF - 6 PROVIDE INTERCEPTOR SWALE. SEE C,O.R. STD PLAN 217.10 ON SHEET C2,2 C 7 SEE LANDSCAPE PLANS FOR TREE REMDVAL, 8 PROVIDE CATCH BASIN FILTER- SEE C.O-R- STD PLAN 216.3D ON SHEET C2- 9 PROVIDE BLOCK AND GRAVEL CURB INLET PROTECTION. SEE C-O-R- STD - PLAN 216.4D ON SHEET C2,2 co 10 NOT USED 11 PROVIDE SILT FENCE. SEE C.O.R- STD. PLAN 214.OD ON SHEET G - MAREA OF CONCERN (AQC1) - CDNTAMINATED GROUNDWATER IS PRESENT IN THIS AREA. CONTAMINATED SOIL IS PRESENT IN THIS AREA AT 8 FEET BELOW GROUND SURFACE, PROTECT WITH ORANGE CONSTRUCTION FENCING. SEE BMP NOTES THIS SHEET. 13 AREA DF CONCERN (AOC2) - CONTAMINATED GROUNDWATER IS PRESENT IN THIS AREA CONTAMINATED 501E I PRESENT IN THIS AREA AT 4 FEET BELOW GROUND SURFACE, PROTECT WITH ORANGE CONSTRUCTION FENCE. SEE BMP NOTES THIS SHEET, 14ENVIRONMENT CLEANUP AREA "AOC4". SEE FLOYDSNIDER PLANS FDR EXTENT OF WORD & DEMO PLAN. PROTECT WITH ORANGE CONSTRUCTION FENCE. 1- THE ALLOWED TIME THAT A DISTURBED AREA MAY REMAIN UNWORKED WITHOUT COVER MEASURES IS REDUCED TO TWO CDNSECUTIVE 'FORKING DAYS, RATHER THAN SEVEN (SECTION D.2,1.2). - P=18283' 2, STOCKPILES AND STEEP CUT AND FILL SLOPES ARE TO BE PROTECTED IF UNWORKED FOR MORE THAN 12 HOURS (SECTION D,2.1.2). 3. COVER MATERIALS SUFFICIENT TO COVER ALL DISTURBED AREAS SHALL BE STOCKPILED ON SITE (SECTION D-2-1.2)- L=37-o1' 4, ALL AREAS THAT ARE TO BE UNWORKED DURING THE YET SEASON SHALL HE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON (SECTION a-2-1-2-8)- 5, MULCH IS REQUIRED TO PROTECT ALL SEEDED AREAS (SECTION D.,1.2,2). 6, FIFTY LINEAR FEET OF SILT FENCE (AND THE NECESSARY STAKES) PER ACRE OF DISTURBANCE MUST BE STOCKPILED ON SITE (SECTION D,2,1,3.1). 7, CONSTRUCTION ROAD AND PARKING LOT STABILIZATION ARE REQUIRED FOR ALL SITES UNLESS THE SITE IS UNDERLAIN BY COARSE -GRAINED SOIL (SECTION D,2,1,4,2), 8, SEDIMENT RETENTION IS REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW (SECTION D.2.1.5). 9, SURFACE WATER CONTROLS ARE REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW (SECTION D.2,1.6). NOQ'S8'35"fI' 35 10, PHASING AND MORE CONSERVATIVE BAPS MUST BE EVALUATED FOR CONSTRUCTION ACTIVITY NEAR SURFACE WATERS (SECTION D,2,4,3). 81.89' 81189'03'19"4M 11. ANY RUNOFF GENERATED BY DEWATERING MAY BE REQUIRED TO DISCHARGE TO THE SANITARY SEWER (WITH APPROPRIATE DISCHARGE AUTHORIZATION), PORTABLE SAND FILTER SYSTEMS, OR HOLDING TANKS (SECTION D,2.2). 81.81 (R1) CONSTRUCTION SEQUENCE 1. CONTRACTOR TO SCHEDULE PRE -CONSTRUCTION MEETING WITH THE CITY, OWNER, AND ENGINEER. 2' POST SIGN WITH NAME AND PHONE NUMBER OF CSWPP/ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF N 1'21'1 CONSTRUCTION SIGN. 2B8-Q6' 3. FLAG OR FENCE CLEARING LIMITS. 4, INSTALL CATCH BASIN PROTECTION AND STORMWATER BMP AREA PROTECTION AS 'SHOWN ON PLANS. 5. INSTALL SILT FENCE AS SHOWN ON PLANS. 6- DELINEATE AREAS OF CONCERN (ACC1, AOC2, AND ADC4) IN ACCORDANCE WITH THE APPROVED SITE DEVELOPMENT PLANS, WADOE ADMINISTRATIVE ORDER NO- 15864, AND THE APPROVED '1DCT INDUSTRIAL, INC. MONSTER ROAD SITE SDIL AND GROUNDWATER REMEDIATIQN " PLANS, 7, CONSTRUCT TEMPORARY DRAINAGE SWALES AS SHOWN OR AS NEEDED IN ORDER TO CONVEY STORM WATER TOWARD THE PORTABLE SEDIMENTATION TANK(S) AS DIRECTED BY THE CESCL AND SUPPLIER- S, CALL CITY FOR INSPECTION OF INSTALLED EROSION CONTROL MEASURES, 9, DEMOLISH BUILDING AND UTILITIES AS REQUIRED BY THE APPROVED PLANS, 10. CONSTRUCT ONSITE SEWER PER APPROVED PLANS AND CALL FOR INSPECTIONS. 11. CONSTRUCT ONSITE WATER PER APPROVED PLANS AND CALL FOR INSPECTIONS, 12- CONSTRUCT ONSITE STORM PER APPROVED PLANS AND CALL FOR INSPECTIONS. 13. CONSTRUCT DRY UTILITIES (GAS, POWER, CABLE, ETC) PER APPROVED PLANS AND CALL FOR INSPECTIONS. 14- CONSTRUCT BUILDING PER PLANS- 15, MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH THE CITY OF RENTON PEOUIREMENTS. ADDITIONAL EROSION CONTPC}L MEASURES MAY BE NECESSARY AS SITE CONDITIONS CHANGE. 16, COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, OR EQUIVALENT- 17. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 18, SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS, 19. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMP'S REMOVED, s • v L $SL �f }GNAT. � v REUSE OF DOCUMENTS ACCCAMAMLE SM y,LC M-23-07C JOO OYWIER 19.M RGS MAAVOM ALMih IM of AIRY If 11E wNwArac W m aa[at1JEFIT 91 #iY ]Mir Ili flp(L OT, 4w CFR1tF l%rp i " so -tux TFE MM AM WROS HRiXrFWMTW }J: GR AS M Xt3TPoAWr OF THE PRgF{sSrnr % S1:IMCF, IS TrE MFE M OF WMA M1399M Ark IS ROT -M K LIM]. fI *nf OA Er P/dTr. Ili NIL' OTFM3t MEET >[MM WkTtw i7rBOE, VA Imem +A411EC9S aTC�11teCtS 950 Pacific Avenue. Spite 450 Tacorna, WA 98402 253- 72-400 PROLOGIS 12720 Gateway Dr., Suite 110 Tukwila, VVA 0816 206-414-762 BMP NOTES: FOR AOC1 AND A0122 TO LIMIT STORMWATER INTRUSION _ 26 —N68''03°E 43-5S` ^�- I� I� 1) CONTRACTOR TO MINIMIZE STORM WATER MIGRATION THROUGH OPEN TRENCHING OF UTILITIES, - '- DURING CONSTRUCTION, BY LIMITING EXCAVATION IN THE AREAS AOC1 AND AOC2 AND THE USE OF IN COMPLIANCE WITH CITY OF RENTON STANDARDS PARCEL 2423049121 0 ry 3 ' 2.' 5o' 1 1 Know what's below. ,m-1 Call before you did. REMISED PER CITY COMMENT LETTER DATED 12/21/18 REMISED PER CITY COMMENTS DATED 05/0.7f 19 REVISED PER CITY COMMENTS TO C2.0. C&Oc C6-2 REVISED PER CITY COMMENTS TO C6,0 REVISED PER CITY COMMENTS TO NGPA & WALL HEIGHTS REOSION C) Co EARTH BERMS OR OTHER ACCEPTABLE METHOD5 TO GORDON OFF THE CDNTAMINATED AREAS FROM THE UNCONTAMINATED PORTIONS OF THE TRENCH. 2) SOILS EXCAVATED BELOW A DEPTH OF 3'-0" WITHIN A401 AND AOC2 SHALL BE DIRECTLY LOADED y INTO TRUCKS AND TRANSPORTED, OFF -SITE, FOR DISPOSAL AT A SUBTITLE D FACILITY. RECORD DRAWING 3) STORMWATER/GROUNDWATER THAT MAKES OQNTACT WITH THE SOILS LOCATED INSIDE OF AREAS 03-15:?021 1 I AOC1 AND AOC2 SHALL BE COLLECTED, PUMPED TO A PORTABLE 5EDIMENTATION TANK, FILTERED NO RECORD INFORMATION AND RELEASED TO THE SANITARY SEWER SYSTEM IN ACCORDANCE WITH LETTER OF AUTHORIZATION 11E40-01 To DISCHARGE TO THE SANITARY SEWER DATED JANUARY 24, 2019- SHOWN ON THIS SHEET. 4', ALL WORK TO BE PERFORMED IN ACCORDANCE AND AT THE DIRECTION OF THE CESCL SITE MANAGER AND/OR THE CITY OF RENTON. uj DEVELOPMENT ENGINEERING i11' J FEE 04 f 42 f 19 �` ' DAM YAE: jJ PRLI RENTON 11 l3 18 JRE ors 1g 1 »=50° r zalrrt rMlf iy6$flSol I T I OF ,IRE oa/21 / 1 � J. Eovw J. H,ln 60 1 MONSTER ROAD W JPE 46f25f1g 17T+lLrlrl.J. EB,I Heirs I apet� RENTON Record Drawing documents 03-15-2021 Qu��M{ DATUM ` JFE 47f23f19 + S. 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Ewan J. Heirs JE ,,, , DATUM Know whatIS b low. REVISED PER Cffl COMMENTS TO NGPA & WALL HEIGHTS JPE 47f23f 19 GH S. INSIS n I AT FUu t,-yr Planning/Building/Public Works Dept. V NOT ONE WKM Call before you dig. Igo. I�EV610N BY DATE APPR A SLY ;--911VIC" " L} }ONAL REU SE OF DOCUMENTS THIS DOMAMIT IY4 BEN 990 11ECFA171 A LT IN AOMMMIi SM WAC M-23-079 AND U WTER 19.34 RC'AL UNRIVI30M ALINtMI aF AM OF TIt WYNI✓ NIC Olt TFAS OCOYIM'IFi WL MAJDAT W =NOT. 4Y CFRIIF1C004 AND SIp+lAUX THE MM AND DEWS HOXIFIXATID 1E7Gfl AS M *affI%RIWT OF TI'lF PRWUSIM% Mh►E, IS THE MPERT1 OF WFai'A M1399M AM IS MDT TO LIE UWI. Ni *KU 00 14 PART. FOR MY GTP& PMUT WNUtik 1AIITIEF! JbFEIOpQl91OF! up IrN&M k"T m NNQVA architects 950 Pacific Avenue. Suite 450 Tacoma, WA 98402 253-572-4903 PROLOGIS 12720 Gateway Dr., Suite 110 Tu�y-Uf�a, W 81 20 414-762 R-404207 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Ke 0 DEVELOPMENT ENGINEERING rnair 07/31/ 019 aC pArE; PRLI RENTN 9 1 1 18 18 001MONSTER ROAD W FIELDLTOGFr_ PA6f-' Record Drawing documents 03-15-2021 URNMMG FPO; C2.2 C TESL DETAILS QIF; 751 CL cO r A I I 9 lm z 0 z Lli Ir 0 0 rr n z PRIVATE PROJECT STORM NOTES: KEY NOTES: PROLOGIS RENTON 9 GENERAL NOTES: OJ S 0 1. CONTRACTOR SHALL CALL AND ARRANGE FOR LOCATE OF EXISTING UTILITIES WITHIN 1. WATER QUALITY IS A BIO-POD VAULT MANUFACTURED BY OLD CASTLE. IT IS THE WORK ZONE. CONTRACTOR SHALL REPLACE EXISTING UTILITIES DAMAGED AS A CB#16, DETAIL INCLUDING VAULT SIZE IS SHOWN ON SHEET C3.5 1❑ REFER TO SHEET C2.1 FOR SOIL CONDITIONS 601 MONSTER ROAD SW 27.60 27.60 27.60 27.35(FL) 28.00(TC) RESULT OF CONSTRUCTION ACTIVITIES AT CONTRACTORS EXPENSE. 2. THIS PROJECT SHARES AN EXISTING PRIVATE STORM FACILITY FOR FLOW CONTROL. AND EXCAVATION WITHIN THESE AREAS. A PORTION OF THE NW 1 /4 OF SECTION 24, TOWNSHIP 23, RANGE 4 E., W.M. 27,B0 n 27.50(FL) 2. IF GROUND WATER IS ENCOUNTERED AT UTILITY TRENCHES, CONTRACTOR SHALL NO NEW FLOW CONTROL FACILITY IS PROVIDED ON SITE. CITY OF RENTON, KING COUNTY, WASHINGTON C DISPOSE OF GROUNDWATER IN ACCORDANCE WITH THE CITY OF RENTON 3. ONSITE BMP FOR ALL NON-HARDSCAPE AREA SHALL HAVE AMENDED SOILS PER REQUIREMENTS. C.O.R. STD PLAN 264.00, SEE SHEET C3.5. / 3. CONTRACTOR SHALL COORDINATE ALL WORK WITH THE OWNER. 4. SEE LANDSCAPE PLANS FOR TREE AND SCRUB REMOVAL AND FOR SITE RESTORATION. CB STD GRATE TYPE I CB STD GRATE IYPE I CB STD RAT" TYPE _- 24.24(EX. FL) CB STD GRATE TYPE I 24.45(BW) RIM=24.44 RIM=25.79 RIM=26.12 5. PAVEMENT STRIPING NOT SHOWN FOR CLARITY. SEE ARCHITECTURAL PLAN FOR O CUR RIM=122.93 _ 24.15(EX. FL) 18" CNC I.E. W=21.24' 12" CNC I.E. S=22.44' 12" CNC I.E. E=22.62' STRIPPING PLAN. co 24.77(BW) 18" CNC I.E. E=21.34' 18" CNC I.E. W=22.24' 18" ADS .E. E=20.18' - 12" CNC I.E. N-22.57' 6. SEE SHEET C4.0 FOR PAVING SECTIONS AND ADDITIONAL SITE DETAILS 23.89(BW) 24.57(FL) 18" DI E. W=20.18' MATCH EX. 23.71(EX. FL) 24474.E FL) 7. CONTRACTOR SHALL ADJUST EXISTING UTILITIES AND APPURTENANCES THAT REMAIN Q � 24.62(EX. FL) CB E - 2 Fyy) 28.00(FL) 28.50(FW) 28.50(FW) - IGH POINT 72, CB STD GRATE TYPE I 2800 28.00(FL) 28.00(FL) 28.00(FL) TO FINISH GRADE WITHIN THE PROJECT BOUNDARY AS NECESSARY. 0 I 24.58(EX. FL) L 12" RIMCN.94 WALL HEIGHT TABLE 00 122 Lt �� 12" CNC I.E.NW=23.44' CB STD GRATE TYPE I . CB STD GRATE TYPE I CB STD GRA E TYPE I 24.53(EX. FL)-. , o RIM=23.28 R =23.45 27.60(FL) 25.14(BW) 12 CPEP' SID `� 12" CNC I.E. SE=23.54' RIM=27.19 0 5.56% 0 5.569 r 5:43(FW) (� 8" PVC I.E. N=24.24'� WALLS OVER 4 FEET REQUIRE A SEPARATE BUILDING PERMIT. U 18" DI I.E. E=19.78' 18" DI I.E. 20.75' 27.80(FL) 24.45(EX. FL) �l _ 251 L 53X CB STD GRATE TYPE I TC 18" DI I.E. W=19.88' 18" ADS I E W 20 85' / 6 % RIM-26 81 28.47 B MEASURED FROM TOP OF CAP ROCK TO BOTTOM OF BASE ROCK. 2 TYPE CNC I.E. NW=24.81' 0 Du12" 28.60 BW -1 68 LF 27.40((FL) 27.55(FL) 24.9 24.78(BW ��(l till 07 LF 12" CNC I.E. SE=24.91' 8"� D.I. SD 27.70 FL 27 �5. 25.90(FW)� "• CEP S 28.60(BW) CB STD GRATE TYPE II © 0.49% 26.90 F) 40(FL) 25 8.20 ® �N 26.34( 16X `s%jp 28.60(TC) 28.60(TC 28.10(BW) 28.10(BW� RIM=20.86 �ICB#1, TYPE 1 27.00( L) 2 6(f 10 27.15(FL 7.80 FL 26.46(BW) U40 15" ADS I.E. W=14.51' 18�ADS E. S=14.46' 0 "' 26.85 FL) 0 27.30�FL �7• 26.84(BW) !y HANDICAPPED DETAIL #1 W 27.05 26.88(BW) �. TYPE II 8". SE=15.36' 27.20(FL) 7.2 \ 6�,1 l�� . 26.69(ew) CB#5, -L �` SCALE: t " = 10' 26.90(FL) 28.70 1` N 10 27.50(FL) 27.61 7.90(W) r-,- 27.3p(F) 29 5 0,65�1 161916' 27.20(FL) 28.20 F 0 N 28.70 FW 2 28.20 FL 1g�F� �L•' R O I.E.=25.87 - --- 2 CB E 2 48"0 "V' SWALE 28.70(SW) 1 CB G TY CB STD GRATE TYPE I CENTERLINE ® 2.98% 28.80( RDCO- - �`� RIM=28.63 RIM=26.34 28. 0 SW) 8.29 RDCO 78(FF) 9 �•_ 27.72(FW)DTORM NOTES & 28.52(SW) LE.=26.30 29.35 8 � 11-� C I.E.ENW=2 � � �0 8" PVC I.E.LE. SE=23.4t 29.78(F LE.=26.52 29.7 (FF) 26.8 ` 27.84(BW) D-s6•'' DD DD ED 28.35(SW) 29.35 10OLF V, -1 - 28.60(BW) 29.28 7--�F 28 0 DD 129.78(F29.18(FW) T P E. S=26 ` Q28.15(SW) 29.78(F8"0 PVC 74 LF C3,0 1 '0 FP SD r -_ CB STD GRATE TYPE I TR CT RE TABLE D S U U O 29.75(6FW) 29.75(TFW) 0 OQ 37.27(BFW) 42.64(TFW) 5.4 CC 35.43(BFW) 38.43(TFW) 3.0 © 29.95(BFW) 35.03(TFW) 5.1 © 37.76(BFW) 42.10(TFW) 4.4 35.10(BFW) 36.70(TFW) 1.6 © 30.1O(BFW) 34.30(TFW) 4.2 ® 38.29(BFW) 42.85(TFW) 4.6 © 34.52(BFW) 34.52(TFW) 0 O 30.25(BFW) 33.64(TFW) 3.4 ® 38.76(BFW) 43.54(TFW) 4.8 NOT USED NOT USED O 30.1O(BFW) 34.00(TFW) 3.9 0 39.06(BFW) 43.84(TFW) 4.8 .9 31.00(BFW) 31.00(TFW) 0 O 29.95(13FW) 34.05(TFW) 4.1 (D 39.21(13FW) 44.58(TFW) 5.4 ® 29.00(13FW) I 35.00(TFW) 6.0 © 29.50(13FW) 29.50(TFW) 0 O 39.40(BFW) 46.40(TFW) 7.0 II 29.00(BFW) 34.00(TFW) 5.0 ® NOT USED NOT USED (V 38.80(BFW) 45.41(TFW) 6.6 JJ 29.00(BFW) 33.50(TFW) 4.5 0 NOT USED NOT USED OW 38.17(BFW) 44.27(TFW) 6.1 ® 29.00(13FW) 32.50(TFW) 3.5 0 NOT USED NOT USED 37.71(BFW) 44.10(TFW) 6.41 LL 29.00(BFW) 32.00(rFW) 13.0 O 32.90(BFW) 32.90(TFW) 0 O 37.1O(BFW) 43.09(TFW) 6.0 ® 29.00(BFW) 31.50(TFW) 2.5 © 33.80(BFW) 39.32(TFW) 5.5 O 36.71(BFW) 41.51(TFW) 4.8 ® 29.00(BFW) 30.00(rFW) 1.0 O 34.66(BFW) 42.53(TFW) 7.9 ® 36.27(13FW) 39.77(TFW) 3.5 00 29.00(BFW) 29.00(TFW) 0 O 35.97(BFW) 42.79(TFW) 6.8 © 35.74(BFIN) 39.84(TFW) 4.1 INLET FROM SWALE, 24.18(TC) 27.53(SW) 66 - : 0 26.75(SW ® 0.30% 8"0 PVC 29.28(BW) % 280�6 28 1� $#8, TYPE 1-L DDD /` RIM=26.30 r 27.00 2966 75-7fr LF ® 0.30% \ /_� 29.285) g0 1h�1� 88 _ 00(FW) 6 `� � ��0 � 8" PVC I.E. SW=23.50' 1. ALL STORM STRUCTURES, PIPES AND FACILITIES ARE PRIVATE UNLESS OTHERWISE N o 8` CPEP SD ! 29.78(FF) 55 �1 .0 �,r - 11\11 BW) `L o B#20 (PARKS DEPT.), 1L p NOTED. 4.51 2938(Fj41LF ®9 ,% 24.66(TC) 60 27.6E �ti„ 8.80(BW) = 176070.50 Q 24.16(FL) ti6 2757 29.78(o PVC 0.53% 28 77 N �°�' 29��(FL) `� ?g Q E - 1291812 7g O� 2. MINIMUM PIPE COVER IS 2 FEET FOR CPEP AND 1 FOOT FOR D.I. 5 L_ W ® 0.30% 26.23 (PA`RKS DEPT.(FL) 1 29. 0�28.33(FW) 3 3. VERTICAL SEPARARTION BETWEEN UTILITIES ® CROSSINGS IS 1 FOOT MINIMUM. LF 8OLF 8"0 PVC RDCO I.E.=23.75 129.78 FF N LF o 8"� D.I. � ®0.30% ( ) 8"� D'_L ®-9.4�,�0. � 28.66(BW) 3/ � CROSSINGS THAT ARE LESS THAN 1 FOOT MINIMUM SHALL PROVIDE ETHAFOAM PAD. RDCO RDCO • �� FLU 4. SEE SHEET C5.0 FOR CROSSING TABLE. 0.50% 29.78(FF) 29.78(FF) ^ >> 5 30.33(BW) �25G.28 .78(F I.E.=25.41 I.E.=26.00 5 88 �o t� 91• 3 N:1�203.83 C1118, TYPE 1 N•175805.84 PE II 48" , 26.08 SW) 29.35 2 .7 ti J ti w8(FL FL 29.65 Q CB#1, TYPE 1 1 B#10, TYPE 2, 48"0 E:1291690.4 # RIM=24.13 RDCO N i�' O M N: 1�SRn,I"A9 F:1E5�:566L 29.78�FF) RDCO �> �30. (F ® /O N: 1T5B35�48�-€:129T69�S22J� 18" ADS LE. N=13.73' I,E.=23.25 TRENCH DRAIN (N), >> RIM = zz6-6� 26.42 IM = 39 i7� 30.15 RIM = 2649- 25.78 51LF 12"0 PVC I.E.=25.63 1 30 y� I.E. 4" (N) = -24.6§ 24.73, PVC 18" ADS I.F. 5=13.1i3' � I I.E.4° (S) = i5r39• 28.28( 31. W)"/�%� ✓ ® 4.24% � I.E. 8" E = i3�3- 2289 PVC E. 18" (N) _�'+- 20.74. CPEP YARD DRAIN #5, 74LF 12"0 PVC 25.44 18 0 C P SD 28.11(FL) 30.70( j'15(FL 30 (FL) 3 N:175205.44 I.E. 4" (S) = -9"& 24.71 PVC I 91LF 12"0 PVC ® 0.30% ® 0.30% 95LF 8"0 PVC L) / \ CB#2, TYPE 1-L E12M425.41 E. 18" (W)=z'L9:6z'i 20.74, (PEP 8"0 CPEP ® 0.50% ®0.30% ® 30.59(FL 8 L) N: „r-exneeite'r E:'^ria-iP§.86rP4 E. 4" S = t�� 2& Pv` I.E. 8" (E) _ �4A� 2423, D.I. 0.23% 8.50(FL) o � 9 N:1 i 25.65(TC) '15 115LF 6.75* SLOTTED 18( L) �2 32. RIM = 2�99 26.83 B#11, TYPE 2, 48"0 ( ) i 25.81 SW) g 6 1 ( ) p L 31.9 L) I.E. 8" (W) =z'�66 2249, PVC DETAIL F- 12 25.15 FL 1REIdC}i DRAIN O 1.75x 2 �1l 2 .03 F E1291�4 FLOW DIVERrOR C3.4 �IFF� 29.78(FF) �51 �� ti � ) I.E.8" (N) = 2��C� 2250, D.L: 175665.195fi E.1291646.9028 N: 17�Rm amd' a :1 25.78 31.E (FL) 32M1(FL RIM =�9- 2&77 RIM=z26.68- 26.83 ❑ I.E. 12" E - � 22 PVC E. 18" (E) = �942 2M6Z (PEP I.E. 8" (W) = �1- 2&8% D.I. CB#7, TYPE 2, 48"0 Q 6• N:175954.13 21LF 8"0 Pvc RDCO ��1 32.22(F It176272.09 CB#3, TYPE 1-L E. 12" (N) = -21,9� 20•77, CPEP I.E. 8" (S) _ 64- 23.73, PVC CB STD GRATE TYPE II �' 3 RDCO I.E.=22.98 LE.=23.55 E:1291566.19 ®1.10% ¢ _ _ •1 I 32. FL •6 � N: �&�-895� E: .E. 18" W - �A:�- 2Q CPEP I.E. 12" E - �•64- 23,78, (gyp RIM=24.38 26.00 TC CB#7A, TYPE 1 W/ SOLID LID 1 8LF 33 61 FL PUBLIC () ( ) 8" PVC I.E. NW=15.53' 1 25.50(FL� �>>� ) SDMH TYPE II 48" RIM = zS) -24.66 B#12, TYPE 2, 48"0 RIM=zz5-��25.78 33.54E 25 LF � "R STD GRATE TYPE I RIM=3i-i�-31.42 I.E. 8" (S)=�3-98-2283, D.L E:12914i►0. OIL WATER SEPARATOR, - 18" ADS I.E. SW=13.68' 6.7 �1 T-� SD 28.5 (FL) ( '1-30.90 12" ADS I.E. E=27.67' : 1t56fr1.6935-E:129469.926F CTR OF STRUCTURE N•175786.0E I.E. 12"�NE� = z�3-3�- 12' 0 CPEP SD CB#4, TYPE 1-L RIM ,� 28.74 SEE DETAIL SHr C3.5 E1291643.7 �+ YARD DRAIN #4, PVC ff�f Q 4"0 P C `� 32.86(F ADS I.E. SE=28.55' 10" ADS I.E. W=27.27' N: .9 E:� _ rR nJ 17G�OC Gr�C IE 12' = 23.43. PVC 3'% ADS I.E.W=2 "' 12" PVC LE. 5E=27.67' RIM=-?,�9� E. 18" (W) =Z 19,94�p N: „-„w-r�ra E:489469996 1OOLF 12"0 PVC s "'0• WALL DR IN 6 N 08x 26.64 RIM =- fr.68-26.82 LE. 12' $ = 23.58, PVC „ n I r cAr-�7 7r 98LF ®0.30% SEE DETAIL cis �� @ 5 8 % 8 PEP SID 4 PVC 38 C CB#M1 (PUBLIC), TYPE 1-L (REMOVED) I.E. 12" (w) _ - ?er 21.75, CPEP I.E. s^ (N) _ 23-3a- ?.3.43, PVC 14 8"0 CPEP ® 0.50% `� IN TD GRATE TYPE I.E. 12" (SW)=��(NEW) I.E.12" E = z'9rr 21.74 (PEp 'E. 4" S = � PVC I.E.51 8" (S) = 23.5 23.43, PVC 25.45(TC) 3 25.81(SW) PROPOSED 29.78(FF) �S� 4 EL D RIM=33.74 27.87 N:1 1 B#13, TYPE 2, 60"0 rtIE:1291314. 24.95(FL) O /�` \ (q� 1 9 CB#5, TYPE 1-L _ 25.78 r� 40 o E:129167&63 : 1 E 129i�3i#�GH- R11M =2&70 00 BUILDING1 ., �" VC I.E.ENE=31...'' N:17608266 ADDITIONAL CONCRETE PADS 1��E1 162,550 SF 11RENCI&75'N ao 78X 41 PUBLIC -J9-LF9g MONSTER RD. SW N: � E: 9� ►M=�A9-27.46 LE 8'(llo 27.05, D.I. E12MM5.25 12"0 CPEP SO ®i@.iffl STORM NOTES & RIM =" (r6fT26.57 SHALL BE REVIEWED AND SOLE 2"0 PVC I �� 1 �`\�1 34.29(FL) I I.E. 12" (W) =�1-�� 21.52, CPEP E. 18" (SW) �4 19,76, (PEp #20 (PARKS DEPT.), TYPE 1L APPROVED AS PART OF THE 24. 4(FL FF = 2g 78 10 ILI 33.51(FL) 42 _ 10.06% STRUCTURE TABLE: E. 18" (E) = 19.08-19.76. CPEP 24.74(FL) i11.F�1-LF 79LF 12"0 ®0.3 3 34.60(FL) 4 CB STU GRAIL I.E. 18" S = 9- 21.5 CPEP E 8^ (W) = 29.6_ �r� PVC YARD DRAIN 1 N•175W7.25 LAND USE APPLICATION FOR RDCO E.=22.68 I 28.5 (FL RIM=41.87 N:17 258 #' THE MANUFACTURING USE ; -= d"�= RDC0 12"� PEP WALL DRAIN `t X. Cis#Mb, i Yrt L, 4b W B#6, TYPE 2, 48"0 F-1291OROO CB#14, TYPE 1 N: �686�988-E: 44 12" PVC I.E. N=39.07' %=319 I.E.=23.56 UNDER SEPARATE : #-9 9 . E1-E: - : 178996:6f4E-E:1291684;6602 N: 1 T:1"'FrA04 RIM = �5-�� 25.67 UNDER SEPARATE PERMIT. _� Y RD DRAIN #3, RDCO I.E.=23.71 (( )) 18 0 CP P S 12" PVC I.E.PERMIT SEE S=39.37' IM =-*44 631.42 N•175996.79 IM = zP�.25_+ 27.08 I.E. 8" (N) = 21.87 U 3 I I ' OIL WATER SEPARATOR, - 29' 25F78 510 1. 1X �6�� ti1 �� ,I Q , Dal= SHEET AO.1a FOR CB#M1A (PUBLIC), TYPE 1 E. 12" (S) = 27.67 F-12MM58 E. 18" (N) = 21.5% CPEP I.E. 8" (E z�1-68- 21.85, I.E. 8" (S) = 21.87 X 200' SWALE C5,0A j 1 CTR OF STRUCTURE 2 F 1241E ADDITIONAL E. 8" SW 27.77 REMOVED = ( ) _ (REMOVED) I.E. 8" N = i+68- 221 PVC N:175770.73 10OLF 12"0 PVC SEE DETAIL SHT C3.5 CB#19, TYPE 1 ^ PV SD INFORMATION 3 E. 12" E - 27.67 38 YARD DRAIN #2, SO - I ' CB#18 TYPE 1 FLOW D V j� 1 % v II£. '1 -O 11A.M NEW B#7, TYPE 2, 48"0 E12M684.80 B#15, TYPE 2, 72"0 E:1�5 3,.i' •7 N' �6- E: 25.78(T) I t. ®A0.30%��. 1 . I O = (NEW) E: }�g}„ggg� LOW SPLITTER MH RIM = �5�99- 25.43 "�.,,in p n ~ N u7 Gi ,�rnCTl•e�e �TT'Stnt so 25.28( I I " >� 57 F 120 1 28. ) c E. 10" (NW) = 27.27 IM = z'fr6fT 26.4E / SOLID LOCKING LID ,DETAIL C3,a I.E. 8" (N) = 22.28 1 0 L 8"0 CPEP 0 0.50% 6.75 SLOTTED I o SEE S H E E ° C 5. 0 B FOR '-` � 26.13(sw� P c o.30% "C"C "C96 r I.E. 8" (S) = 22.28 ROOF DRAIN PIPE TABLE TRENCH DRAIN I � I I � CB STD GRATE TYPE CB#M1 (PUBLIC), TYPE 1-L .E. 18" (N) _� 21,37 CPEP 1 �z:12�9i398:�48F r�175980:07 q �! E. 12" (NE) _ �,r 21.5E (PEP RIM = �9- 27.51 g1'0F) RD 0 I.E.=22.38 O1 NOT USED @ "•"tRENCH DRAT O, RIM=47.99 E12918r,�3. NI A E� ( ) - N:175 229E PVC .E. 6" SW - �� 20•01 �p YARD DRAIN #3, ET B FOR � RIM �.�,� E. 12" (w) =�re6- , AS B U I Lt WAT E R I N 26.00( Lq D 12" PVC I.E. N=42.04' I.E. 12" (S)--�9AA28,75, CPEP E. 18" (S) = iti�r �•21. � E. 18" (W) = 49.7� 20.01, (gyp N: �• E: a� w `L ' 0.63% RDCO YI1R DRAIN 2, 2 NOT USED - "`°`n ' "n' 25.50 L 55 # 0 I.E.E4" (N) _ �494;=24.0 \ i I L N III 12" PVC I.E. S=42.09' I.E. 12" NE=�9-68.28.64, CPEP E. 4" E - i'�#� �•�. PVC E. 18" (NE) _ �8-�f>-19.81, CPEP OLF 12"0 PVC (I)NOT USED 25.05 RDCO i ' y ( ) RIM = z 99- 2&07 THIS AREA. I )% ®NOT USED L .-23.88 �h�o I 2 1,` T B#9, TYPE 2, 48"0 jI� LE. 8" (N) = 22.78 CPEP ®0.50% 5 20LF 12"0 PVC ®0.30% I I (D 133 LF CB#M1A (PUBLIC), TYPE 1 CB#8, TYPE 1-L Ej291757.57 # O 29. (F�) 29.78 FF 9 29 40 - CB 16 BIO-POD VAU ° R CO Y R D IN 1 r3JLF ©77LF 12"0 PVC ®7.55% 5 8 ( ) 28.5 (FL i N'17588'O �29� n�zn N: 1�699�-�3�9{:lz�9i-�58i96fr- CTR. OF IL SHTffRE E •6 YARD DRAIN 4?78 N:�d6 E�-.�..�.s..., AA 29 19 i ) �28.62 L) 18' CPEP SD I J E129185200 RIM - "�gJ 42.06 RIM-39r99- 31.85 NEE DETAIL SHrr C3.5 # N:175968.69 \ 66 0 VC ® 0.30%� , ,«�� o� i I 7 46LF 12"0 PVC ®4.30% z 1� �1$ LF 0090 - 26.24 33. 7 (SW) @ 0. 22%r 0.17X I ( SO I LE. 12" (N) 3 98-38.61, CPEP I.E. 8" (S) _ T27'17' PVC RIM = �26.98- 27.51 N: „rrevAP ;I p it E: AIN I.E.=22. 3 95 LF ELF O 2s.s8 rc _ 17 ) MONUMENTS: RIM =9� 25.29 18"0 CPEP SD 29.18�FL� C5,0 PEIrSD - - - - 34.09(SW) I.E. 12" (SW)=z6-g�26.65, CPEP I.E. 12" (NW) = a,?,�4-0Ur 18.18 \ 26.00(TC 80 CPEP SD ® -% ® F �i A=FND 2" BRASS DISK W/ PUNCH I.E. 8" (N) = 23.28 29.78(FF 231X 29 0 - 37.56(TC) IN CONIC IN CASE DN 0.60 EX. CB#2, TYPE 1 I.E. 6" (E) =-9�§� IN 19,92 25.50(FL) @ 1.36% LF 13 RDCO 29.78(FF) o REPLACE W/ B 17, TYPE 2, 60"0 N:1765645. .E. 8" (S) = 23.28 Rb�O 6.6 15iRF MATCH EX. 27.68(TC) 12"0 PVC 100LF LE.=26.52 29.68(BW) 29.58(FL) g2 O(FL) i I I N:17�3410 # N:17605492 \so 29.78(FF) I.E.=2�ITL .05 ( ) 18 CPEP SD 29. 8 FL) ti B=FND MIC 2" BRASS DISK W/ PUNCH NEW TYPE 1 E:1291761.98 EPLACES EX. MH E1291 YARD DRAIN #5, 27.18 FL ®0.30% 12"0 PVC 29.68(TC 2g.78(FF) 59 SW) 8 27.03C (� 29.78 F ( IN CONC DN 0.70 N: 1�593+�999-E:1�9fi�6#� SDMH TYPE II A 26.00(TC RDCO 26.53� 29.R( 0.11X ®0.30% 29.18(FL� o,. 30. 0 TC /SOLID LOCKING LID ,DETAIL c3.a N: E. CB#13, 29.56(TC) � I I RIM = 3 84- 33.20 CPEP RIM=i+&5 25.50(FL� LE.=22.03 g F 29.78 FF) [21*) RD 0 I.E.=26.52 29. 0 FL 31. (SW) : 1�:12giz2�g. � RIM = 24.9E 24.72 R RD 0 298 TC 29.29.68 TC E L) "9.3 / 8.49 L) C=FND ,IC 2" BRASS DISK W/ PUNCH I.E. 8" (S) = 39�9- 30.5Q PVCz�I.E. 8" (N) = 23.70 E 16( IM = 1�j 26.37�14 r=2�r 29.18(FL 29.78(FF) IN CASE DN 1.0 I.E. 8" (N) = 39�i9- 30.50, PVC E. 18" (W) = i36-17.67 CPEP I.E. 8" (S) = 23.70 12" PVC LE. S=15.75' 026.39 TC 78 FF 6 29.39 L) 1 A 39.10(FL) LE. 4" (E) = 39r57r 30.57, PVC E. 18" (N) = �3I� 17.67, CPEP 37.9 � C 24 ADS I.E. N 15.55 I 13 I 25.89 FL ( 3 � F � p $ 0 i.0 rr rnnu o�ua r YARD �� _ (FL) e^ Of7V DRAWING �y O* EX. CB#1, TYPE 1 E. 12" (SE) = 4?68 17.77, CPEP FIRE HYDRANT NOTE 14 w 6 9 31.0 I) 3 N I REPLACE E. 18" (E) _ }35-17.67 CPEP LOCATED DURING \ 6ti Zg 29.32 FL 28 9 28.75(FL - h `� - 021 q W/ NEW TYPE 1 11075M0.47 X., SDMH TYPE II FIELD VISIT J 3�, 6( ) 6.77 FL) a N: A86 38�• E:�6 / N: 1F5B69.9F96f:1191�63.6516- : 1 _'L m &1.99-�:12•� 8' CEP �g _ 6 9. (FL) W W _ h RIM = �6i'i� 35.4E RIM = z' 6 25.49 RIM = z24.89 24.45 �N:1�112 SEE SHEET C5.013 ®o.o% - . ___2 2s.7s(FsS(FL) - 1 28.011`�1� � 36. 38.4 FL) h� I I.E. 8" N = 36.62- 3242, PVC E. 18" (E) = 1� 16.09, CPEP LE. 8" (S) - 23.87 E:1291219. FOR AS BUILT 1 10 LF �- - =a#12. =- _--=-` - ��---PIN -�� B#9, TYPE 24.m F�.% SEWER IN THIS C5.OA 0 CPEP SD oo � / I � E 2- 48"0 WALL_DDRAIN- UNDER' --ti � _ _ --- _ IGNAL ` RIM = �66- 26.66 / ��- SEPARA ERMIT SEES REUSE OF DOCUMENTS THIS DOCUMENT HAS BED! SIGNED ELECTRONICALLY N ACCORDANCE WITH WAC 196-23-070 AND CHAPTER 19.34 RCW. UNAUIHORIgD ALTERATION OF ANY OF THE NFORYATION ON THIS DOCUMENT WILL NVALDATE THE DOCUMENT, MY CERTIFICATION AND SIGNATURE. THE IDEAS AND DESIGNS INCORPORATED HMX AS AN NSIRUMENT OF TIE PROFESSIONAL SERVICE, IS THE PROPERTY OF NNOVA ARCHITECTS AND IS NOT TO BE USED, N NHOLE OR N PART, FOR ANY OTHER PROJECT NITHOUT WRITTEN AUTHORIZATION OF INNOVA ARCHITECTS architects 950 Pacific Avenue, Suite 450 Tacoma, WA 98402 253-572-4903 nt: PROLOGIS 12720 Gateway Dr., Suite 110 Tukwila, WA 98168 206-414-7625 �" �_ S8 RI STD GRATE TYPE I E. 18 N - 2a99, CPEP R-404209 ® 28.35(FL) �- �9� - --- SHEET A0.19 FOR � -� �--4"� pp� H RIM=54.38 E. 12" (W - �- 23.2E CPEP AI -A. • X 28.14(FL) 8 4 It SD ` CPEP ADDITIONAL 1NFORMATiOIV- J _- - -/ - " O - ' - _ n nno/ } - `4 DBAI f O 2 ADS I.E. SW=52.38' E. 18" (S) = 20.97, (PEP CB#14, TYPE 1 6'0 T ImaNm I = 1 REVISED PER CITY COMMENT LETTER DATED 12/21 18 JRE 04 02 19 OFH APPROVE RECORD DRAWING IS A COPY , 2 REVISED PER CITY COMMENTS DATED 05 07 19 JRE 06 03 19 CONSTRUCTION DRAWINGS PE I CB#17, TYPE 2, 60"0 3 REVISED PER CITY COMMENTS TO C2.0, C6.0 & C6.2 JRE p6 21 1g N , REPLACES EX. MH 9j (9 1 CB#15, TYPE 2, 72"0 ED BY- �N A ARCHITECTS AND HAS BEEN w/ SOLID LOCKING LID •° •° .'� �r".1 ` I FLOW SPLIT -TER MH 4 REVISED PER CITY COMMENTS TO C6.0 JRE 06 25 19 EDI E _ R LNG UILT CONDITfbN88 ETOL=55.30' 0 g 2 .7 FL I I II 'I I w/ SOLID LOCKING LID 5 REVISED PER CITY COMMENTS TO NGPA & WALL HEIGHTS JRE 07 23 19 ADDITIONAL I � INFORM TIO�J ROVI EDONTHESERECORD / - - - - - - - - �� I I 6 REVISED WATER QUALITY TREATMENT VAULT C3.0, C3.1, C3.4, & C3.5 JRE 08 20 19 DRAWINGS IS A.COMBINATION OF FIELD SURVEYED PARKING PER SITE - - �� j /JJ I I I 7 CONSTRUCTION COORDINATION SET JRE 10 21 19 INFORMATION AND DOCUMENTED FIELD REVISIONS. 0' 25' 50' 100' / O �� j/ 8 CONSTRUCTION COORDINATION SET - PSE/SDWLK REVISION JRE 12 20 19 Know what's below. PLAN CHANGES // //�-�� / //i 8A REVISED WATER CONNECTION PER CONFLICT WITH HP GAS MAIN STN 10 30 19 C0��/ �UC�D Call before . 9 PSE/SDWLK REVISION CITY COMMENTS C6.0 & C6.2 JRE 1 14 2020 1"=50' You dig. 10 CONSTR. COORD. REVISED ROOF DRAIN CLEANOUTS, ADDED CB#7A JRE 1/16/2020 SURVEYED: Ste' VERTICAL. NAVD 1988 REVISED WATER SERVICE LINE TO BUILDING ' HORIZONTAL. ww 1983/1991 CITY 0 1- CONDITION OF APPROVAL 11 JRE 5 13 2020 oEs�NED; 1 = 5� *,. IN ORDER TO BE IN FULL COMPLIANCE WITH THE LAND USE DECISION APPROVED UNDER LUA20-00021 3, THE 12 REVISED ADA RAMP DETAIL 2, SHEET C6.2 JRE 7 24 2020 J. Eaves /J. Hein RENTON APPLICANT SHALL SUBMIT AN ADDITIONAL NEW REVISION TO THE CIVIL CONSTRUCTION PERMIT C 18006309 13 REVISED UTILITIES FOR TENANT IMPROVEMENTS JRE 8 27 2020 DRAWN. / / J. Eaves/J. Hein ONE INCH DATUM THAT INCORPORATES THE REQUIRED ADDITIONAL BICYCLE PARKING SPACES AND THE ADDITIONAL SITE PLAN 14 REVISED PER CITY TENANT IMPROVEMENT COMMENTS JRE 9/15/2020 CHECKED: CHANGES REFLECTED AS PART OF THE LAND USE APPLICATION. THE SITE PLAN CHANGES INCLUDE. BUT ARE NOT S. N8190n AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH LIMITED TO. THE PARKING STALLS AND LANDSCAPE ISLANDS IN THE SOUTHWEST CORNER OFTHE BUILDING. NO. REVISION BY DATE APPR SCALE ACCORDINGLY H H _0 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING M Bbannwarth 10/28/2020 ez F__ W 12� PROLOGIS RENTON 9 601 MONSTER ROAD SW Record Drawing documents 03-15-2021 GRADING AND DRAINAGE PLAN DATE: 11/16/18 U) FIELDBOOK: PAGE: p J DRAWING N0: C3.0 O SHEEP: OF: 9 51 0 z LU rr U) CD 0 .J O rr n r 40 f 40 40STA:21+34.14 0.231E - #2• TYPE T -L STA: 60+5205 8.23R STA: P1 1 44 eQ (NORTH) _ STA: 82 ;8,6X R (ENTRANCE) STA: 79.03, 4.3'L I RIM = 9-- 26.83 _ - srA_ .Q (� T- 0WI cT I.E. 8Q (kW) {f1 fSTA. �s+5. 7h CG r• Q' JIti LLTTTLI, 1a7bL 1.� SJ �' �l Z J509D•I•PROPOSED GRADE @ T� OF 45'& 22.5' JDS �()� r<, sTA:e2+95.92, 23'It 9-.. 8 .99 z, J.E. T (E) _ 6 22.40 PVC a,. ,� ,a CENTJLfE ORfVE (w. E'S�k1T GTiFCJr) =STA: 1.17, 4.31E STA; �,- {WT4, E'S6iT CTRLINE} = & STCR7 . TYP 9; '- 2 464" ` ""' . STA:22+5a9% 27 REMOVE E (- STA: 24.77, 1 'L STA. 1„ 25 90 T 1 Q' 6 (NOR TH) = 139 LF 8 "0 PVC 4, 08 `'EiRT, C�OSSdr1G FOR POLYPIORAG STA; ( STA:46+99.26, a23'R ' BEND 70P OF FITTING EL - 227t 151fNG GRADE ST4 80+5 -3r (wT-IE'srdT CFRLwR) = 30 --- - CENTERLINE. DRIVE STA. .22-+-4UZ,-35-i�LL- - 30 30 - STA:88t1 79.1% a STA, (INTR. E'SMT C-TUNS) = I CONNECT TO EXr 12' IWAIN 68 LF I I A-21 1, 10.5ASTA. 711Af 9;: 1; Q' I & STOR d, TYP, PROPOSED GRADE 0 8"0 D.t. so HYDRANT 1 S Cdt { CENTERLINE DRI'VE. TYP, .� Mgr Ok STD- PL�1�1 310-] �FfT C.5-t I T�P�FTTING-ELF 31.8t - - �ti -- __ + - - _ 0.49X LF 122 LF STA: 22+6120 8�°- > - 1.2u•..C. J SO �2" Dc�+Rs�C WATER SUPftY X 0.53 _ f 12' 0.1, WATER MAW � � 137 LF �2` CPEP D 4pbg 24 �TypcSTA: + 0.16X 20 2G•. 0+52.05, 18. 3 C8 5, TYPE I -L STA: 23+93.88, 0.10 Sy, �{yp6r py [r STA: 55+86.66, 0.81 R J r�; r�l Y'�Isl�� = Lir rIJ�L �-I. v �1 g� iQ �� STA, �(�10�'TF�) - � �. �PROPOSED a STAI -�--� (ENTRANCE) STA:22+56.52, 0.24R S. TA. r� � 0 R BLDG 5EVE4 Rft _ -- 26.83 RIm _ 26.64 5500 `i, 0.0, 3ID .1.,34 PROPOSED. i " I.E. Sw 4V �6-2249, PVC 11, 12" ') - 21.75, CPEP Rf f = 5-6r 26.57 LAN 403.1 )- 12" (4V) - 21-CFIEP.52,CP r WATER C89 TYPE 1956 -rr t 18 S - 21 40 52 CPEP STA:60+12, 32041E �40 EX, SSMH 1, TYPE 'J, 48"0 STA. fit+34�'.y25 32-58' L RW ^ 4_49 ),E. 8" �W��S�= 16,39 LE. 12 - 16.14 J.E. 12" (E� = 15,84 I.E. 8" (NW) = 17.89 30 EXJSPNG GRADE @ CtNTE€ tJJgE DRJVE, TYP. I CT3!f3, TYPE 1-L STA: 61+20.22, 0.98'R STA; RIM f� 24.66 I'.E; 8" (S) _ .9@ 22.83, D.I. -.20 MONSTER TOAD PROFILE NOTES: -39 LF I8"0 PVC; 0 4,07 1. FDR STORM SYSTEM PLAN AND PROFILE WITHIN MONSTER f.E. 12" (E) =� 22.40 PVC Jm = r 29 23 20+59.47. 0.35E EXISTING GRADE 9 LE. 5- (N) = 19.25 F?Jfud = 26.42 CENTERUNE, TYIP, T,E. 8" (E) i6.a3 2289, PVC PROPOSED GRADE 0 PROPOSED GRADE @ 1,E, 8" (S) = 17.98 EXJSVNG GRADE 9 F-CENTER INE, TYP. CEf4TERLfNE :TYP CENTERLINE, TYP. u Iti Ln � cd C 20+00 2'tL�O 22+00 � PROFILE NORTH DIVE ARZ AI+D STOM AIM !-IGR . T�=50' 'lEf� T. 1 "= S' 'apt {PlJ€�LJC}, TYPE T-L �- :13+86.94, 1 5'L � DNSTER) _ • 72+76.97, 40'R S . _ -- _ ' .. (NORTHEAST) 23+DC 10 24+ DC TO f.E. 8 N = :17.98 110 cc Cy � IN C1 60, -00 E.°+L)0 61+75 PROFILE � T ENT � NCE NORM. T"=50' VERT. f m=5' 4.0.. f _E ..T.2" =29.90 28.75, CPEP 40 40 STA: 31+11.19, 24.01'R �.E- f " (N� _ 428.64, CPEP CB i6 Rf0-P VAULTY C8 17, TYRE 2, 60" 0 CTR, OF ``'T" E- AC ISS EXISTING GRADE 0 REPLACES EX. MH � SEE DETAIL SHT C3.5 C NTERONE DRIVE.' TYP. W SOUD LOCKING UD-,-F��,--r�p4�Q PROPOSED GRADE @ I STA, I ,s2 ST 30+98.81, 11.05'R Rl4f = � , A5. 1 CENVRLJN DRIVE, TYP. I (wTR, �'s�+T c r11�� = RJR = 3- 26.37 LE. 12" QIW ST/r72�7+:25 - - VERT GROSSING STA: 400+75.57 �,E- 18" (W) = 6 17. I.E, 8v E) = $, IN E�. CB f , TYPE 1 FOR PoiLypGCLING, c.c.rR. {mR, R'slur i 1RLtNE} _ LE, 18" (N) = � 17. , CPEP 19.92 SM. PLAN 300.1 & STA, 73+06-Ot S � 7?+ �8„59 16- i 1.E- 12 SE _ CPEP 1 RiM = 29.64 Boa-5 sHr c5.1 CONNECT TO Ex- i2' MAW LE, 18" (E})= 4 1 .67, CPEP i2`0 CPEP S I.E. TO" (E)=2 ,D I' 30 STA: 30+41.20, 5.25' L 3 �I 10 � ADS SD STA:89+61.96, 3.28'R w'� f5TORV CROS51% 0 0,31 � (". E'5WT CTRUNE) = _ STA: 29.4% 6.461E ' (50UTH) = STA., 3OtK9 5. 7,5' L STA- q8+0-71 (W7R. R'SkrT C7RUKE) = � � - - I Ex ��STA:40+3a46, a52'L �I--�>-9 (x�Es � �ynTERS�oRM c�os�ING STA: 70+94.34, 16,85' R (NORTNEAS-} = STA; 5+*83.52, 33.26' R-{EAST) - - : 13+95.T4 39,31' R (MONSTER) - 22:51-MIF- & VERT. BED 1 'UAA N STA: 731-11.34, 11,52' J� NORTh,EA-:.Ti I � IR 95 V 12p 4, , ( � � CPA SSA; 984-55.02 (UR, E'SIA7 CT�IINE) = Rim = 30.90 5D STA, 70+92-04 23.12' R (NCRT Ea ST) _ (PARKS DJ=PT,� PUBLrC 25 LF 12" (S) = 2�55 -- srA: 5++78,79, 28,54' R'(R sr) • LE 61 IZO CPEP SD I.E. 12" (W) = 28,40 - V RT BEND „ ROAD S SEE SHEET C6.0 STORM NOTES: 1. ALL STORM STRUCTURES, PIPES AND FACILITIES ARE PRIVATE UNLESS OTHERWISE NOTED, MINIMUM PIPE COVER IS 2 FEET FOR CPEP AND 1 FOOT FOR D.I. 3, VERTICAL SEPARARTION BETWEEN UTILITIES @ CROSSINGS 15 1 FOOT MINIMUM. CROSSINGS THAT ARE LESS THAN 1 FOOT MINIMUM SHALL PROVIDE ETHAFOAM PAD, DATE NOTES: 1. MINIMUM DEPTH OF 12" WATER MAIN FROM FINISH GRADE IS 4 FEET, MAXIMUM DEPTH DF WATER MAIN FROM FINISH GRADE IS 6 FEET. , SEE SHEET C5.0 FOR PLAN VIEW OF THE WATER SYSTEM. STA: 31+34.98, 6.97'R STA:90+75.72, 1.09'R- RI CJ 13, TYPE 2, 0u (wrR' I='SVT CTRLWE) _ STA:31+45.93, 141E r ' BBD TOP OF FITTING EL = 2&1f �2ffv� _ • 9 27.46 &__: (WTR. E'SMT CTR = STA:90+98.55, 01WR f-t- 18" (SW) = • • 819. , CPEP _.. _..__, ..-__' .. STA:31 t.24. 11.10'R CB TD, TYPE 2, 48"0 STA:50+9 .37, 21.86'R 4 19 6 CP 45' BEND RRORDS GRAQE� � f.1. 8" (W) _ 56 P OF FITTING EL'- 23.9t CEITEJLIIE T]RJI - • A:. hi i 764, a86/L & STORM, TYP. 5TA: �` ;6.99� ' R ' *'r S A-35+11. 0.021E {WTR- E'SMT CTRUN = EXISTING GRADE D HiM _ 3-30.15 7: •32+� 1a1 - ENTERUNE DRIVE ..E, jB (N) = �20.74, CPEP HYDRANT TEE. C,Q.q. �.E, �8 (4Y} - r�20.74, CPEP 5TD. PLAN 310.1 STORM, TYP. - T-05.1 i;-f=,- 4" (} =- 26.75, PVC 30 EL-25.61 _ - � - - - - STA: 4a04, MUM _ ��+ '1M-9; •,+e-FQ (41FR. E'SIkfT GTRtJMF)Iwo _ ' (SOUTH) = STA:35+02.89, 11.07'R ,;:-69,•;� 19-A' (EAST STA:50+7a29, 1289R 90' BEND TOP OF FITTING EL - 26.11 12' r�.r. WATU MAIN I STA. 31+55.5% 5,00' R PATER// TCRM CROSSIN( -8 0 D.J, 9� -23 L 12 0 ADS SD 0 3. 7 T 20. I- �.. _ STA: 7 +2 .243.08 20 �20 _.I R LF � 0 CREP SD @ @-�- 0.3312� 0.25% WATERISTORM EX CB 6 TYPE 2. 4B 0 4§&- L. 18"1 CPEP SD 9 � 0.11X c ns �r c 'MONSTER." ST 4+06.83, 5.41 L 157LF STA:32+91.39, 0.43'R STA:50+81.44, 24431E CB, ,TYPE , 8 STA: 07.80, .04 C612O (PARK DE✓'T ), T � � i 7 I 18"0 CPEP 'SD 4 ;i r v G6#1 T. TYPE 2, "� 47LF N Q fi�,F 6 , (f�{�RTHEAS 1 ' ST :72+87.85, 11. 9 R - - CB 1 , TYPE 2, 4$ E F391 .r (EA ST) = TYPE JI L F- t •48r� 1 � � C� � 5D � s - - TA: 0+�39.54 5.88'R i3,: G, -0.71X ti. +Tx- t�, , Q, 3 �„ �,r (EAST] 0.33X STA:70+75.83, 1.361 f4 TNEASr �, 6„ I+ - 31.42 'mp ._�[If,1 TYPE 2 7"T2� ( TA: 2+01.19, 446 'L z F 28.87 Cg14, �'P 7 ;,�� *LITTEf�- - �4rfuf = '� RIM _ �- 27.08 _._ - 2$:70 - - STA: "�9.9•'z F P4 :.> L-�►, r SOLO LOEf(fNG LNQ LE. T8 (E) = F-;19.94 CPEpRU = 28.69 28.77 XTS�NG GRADS " LE. 8 (SIB+) _ ANEW) „ I.E. 18 {N) = 421.58, CPEPV LE- 8" (`} _ 44-99- 1.16x I;E f8 (E) - 20.62, CP _ 27.05, D.I. -' - STA:40+1&11, 9.54 STA: ) f.E. T8" 4V - LE. 18" {S) = P#-: 21.68, CPEP STA: 98+a5-54 (WrR. r='SkrT CTRuNE) - _ = 3� STA:31+33.55 13.75 R () - 19.94, CPEP ; , - CENTERLINE. TYP. RI'M = 24�9•6 24.9 r I;E. T2' (N) = 24-•92-20.77, CP PROPOSED GRADE EVSTI� (; GRADE 0 PROPOSED GRADE 0 STA 79+1T-20, (NORTNEAST) = E 1 ( ) = .: REMOVED f E. 8„ (E) _ �- �1.85�CPEP' �19LF RW ." �27.51 f,E, � (S} _ 26.34, PVC 1 E T8" (1N) - 20.52, CP CROPOS D TYP. CENTERLINE, TYP- CENTERUNE, TYP. STA, 511+91AD, 5&6?' R (EAST) �,L �0" (N ' - - 68 18 0 CPEP SO 6 0 CPEP SD �.E. 61(w) = 4� r20.01, CPEP - TOI F 'BEND 1� t.E. 5" (N)T=: 9 9 � J.E. 18m W) = 4 0.01, CPEP ?0 CO #U-" � �= I 70+00 7T+00 72+00 73+00 73+25 PR0 LE NORTHEAST AAXC- HORZ, T"-5G�' VERT. 1 "=5. 6.69X J.E. 1 A (NE) = 19.81, CPEP r � c �„ C �� CN W) 30+00 31+00 32- 000 33ry3+00 34+00 35+00 P " ORLE soum If 1 (3.1 CENTEMM DMI E Alm gn BAN r ` ` i " "'' RECORD DRAWING NOTE: '�E�4T. � =5 � THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY INNOVA ARCHITECTS AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE CONSTRUCTED INFORMATION PROVIDED ON THESE RECORD gnaw what's �S�Vy. DRAWINGS IS A COMBINATION OF FIELD SURVEYED Call r r 1 REMISED PER CITY COMMENT LETTER DATED 12/2.1 18 JPE 04f02119 INFORMATION AND DOCUMENTED FIELD REVISIONS. I you � 2 REMISED PER CITY COMMENTS DATED 05 07/19 JPE 06/03/19 � ` Yam: ruwo �y� ff T�/ 3 REVISED PER OrrY COMMENTS TO C2.0, C6-0 & CB- JRE O6f 21 f 19 � 1 * = 50, ► zowrru rew ,yes �aa� C I I I F 4 REVISED PER CITY COMMENTS TO C6,0 JPE 06/25/19 J. Eovw J. "n h E � ` TO 5 REVISED PER CITY COMMENTS TO NGPA & WALL HEIGHTS JPE 07/23/19 oraAwn J. E J. Hein ONE nR� DATUM I �! �1 REVISED WATER DUALITY TREATMENT VAULT C3.0, C3.1, C3.4, & C3.5 JPE 08120119 CH00C c S. Nelsen ATRU E Planning/Building/Public Works Dept. K Nor Ow mom NO, REVISION By DATE APPR � �Y W RECORD DRAWING 03-15-2021 4 rl�l o>ta ,� �,,�'10 { REUSE OF DOCUMENTS W DOMMM W EUN 920 REGFRO &LT IN A0CTMMKi SM WAC M-23-07C AND U WTER 19.34 RC'A4 RIAUIIILY M ,ILifMM ff AM OF *t HANK aF TWS aOV" 1rlL M AJDAT THE T, 4w OrwKArpm me gp11AK THE MM AND DEWS i40MFMT1D MGF AS M *aMVAEMT OF THE FRgF{jV IUMI WMCF, IS THE PRUPE M ff NMI ,IdIC} gGIS AM 6 NW TI K urn, IN *KU 00 R WATT. FOR MY OTHER PMUT >tNUUt NNOV, architects 050 Pael#le Avenue.. Suite 450 Tacoma, OVA 98402 253- 7 ,490 PROLOGIS 12720 Gateway Dr., Suite 110 Tukwila, VVA 08168 20-414-762 00 U A M if, 10 10 S-404201 W-404201 R-40421 0 IN COMPLIANCE WITH CITY OF FENTN STANDARDS DEVELOPMENT ENGINEERING SURFACE WATER UTILITY is CF1 bbann warth 0 f 2912019 Ufa ra h 03130/ 01 I- z Lu Ir MTE; 0 PROLOGIS RENTN 9 i 1 1 18 01 MONSTER ROAD SIN FIELDSO°" Record Drawing documents 03-15-2021 P,46�0 puupiH{ r4. UTILITY PROFILES �`� � 10 1 CL STA: 3 0.08,E �k 40 40 4O , _C1316, TYPE 2 48 F .STA.55+07.80, 24:04'R �1 iR�� rr rrsni� rwh��'��'�L� STA: 196+M54 Wry. E'-'WT CTR?JN S ;� ,44� �'�e=-.; 40 ( � _ .ter - --.-- �� ( AST) _ ,It 9'4 RiP PAP PAR r STA: 54+91.&0, 556t' R (EASE) _ S,A' 44-994X,11.62' (NORTHEAST)STA: 0+75.83, 1.36,E ' STAB: 7i+11,2,9, (11CIRT1rEAST) YARD DRAIN RIM = 27.08 � an,4-6--Q��;J�TTGZT � spa: 98+33,05 (w�ft. E's�dr crRuiJ€) �_ +,�, �8" N '- 421.58, CPEP S�"- 44 �74 ° 9 4� a STA: 44+79.38, 21.9 'R STA, 54+6126, 13,0' R (EAS ,- ( - _ _ _ fl -24.45 sT,a:a+s,3s,' a�r�aR1HEAsrj II.E. 18� (S) _21.68, CPEP YARD OAffV T' STA:40+55.81, 17.59'R l.E. -- 3.87 I wrre_ ES�dT CTur�Ej = AIOPOSE GFAIE EISrfPdG GRAD. � STA 94+�0.04, 0. Wry_ E'S7dT CTRLMIE) _ Q PROPOSED IDEWr1L}C CENTERLINE WATER, TYP, "T'"°-"T�'� CENTEf�LTfERlVE, TYP. STA:54+48.81, 1292'R F rrx, �n -7n - , z 0' o ti I IM = RZT� 5^ 25.67 PROPO E�7 GRADE + ti STA: 70.29, 12. (EAST) _ TOP OF FlT11NG EL = 24.3t HYDRAf1T TEE, C,o,R. W n I GRADE I'S 24.96 PROPOSED GRADE � �; STA: f, 11. 44. �h I lQAW, AQ, R (SDUTH) E�ISnNC BADE STA, PLAN 310.1 SHT C5.1 I.E. 8 N 2f.87 WARD DRAIN CENTERLINE, TYP_ CENTERLINE WATER, T P, � � CROSSING f'fI'E CI�ON+� JUST 1!OP OF FITTING EL = 227f 90' BENO CrNTERLINE DI�JVE TYP. �- STA:82+95.92, a23'R STk95+18.53, sT4, s+1 i. (wry, r 's T cl nrr) _ # I,E, 8 (5) 21.87 ! OELOW SIDEWALK DEPTH �� C.A. R7iOF 152 � (WTI, ESi[T C1RUNE) = 5TA' 54+4t.77, 13.a' k (EASI� w� 0 39LF , ' WAL WA TD aL c. .S' WA L WaY Ta aL0G, 30 3O — - - -- — PT w + 30 } cre. ■��t n nn H T TEE, F 4.5 WALkWAY TO BLDc. I � � (xtE5R = A:46+99.26, a o LF ) •2o+24�n,1a STD_, 390.1 SFfT c_1 y F. 8u 98LF 4.5' WAL �+AIII Y TO 611M. �rh. �,� ,� �, ii l7' 70P FITT91GfEL. = 24.f 8" 0 CPEP u CPEP ._ _ _ - 6 0.50 80 CPEP 8 " 0 CPEP sQ' BEND Q - - I 0.509 sTk a3+96.15 - T. - PROPOSED? T2°0 STORM 132LF r {,O9Ea 0.50 TTTIING EL 2a1f `� — _ STA:85+23.69, a251 _STA: 95#93,80 ("IYTF2. E' T CT, UH6 Lf- C r.a. OeeTi�lTT STA: 45+99.b,1i 1 ' - STA: 52+24.00. .7 3. 0' R 18'0 CPEP O (WTR, E'SMT 01RUNE) = FlRE T CONN. f WATERATORY CROSSING Y 0� Cra, #siTf 3F .S�JDa�LY [1NE 1 0 86LF F 57V STA:44+71.49, 0.25 STA, 9d+58. 3 (WTR, E'skr c N) = 0.23X amO DJ_ HYORANT TEE, C.0R, STA: 50+88,331:13,0' R T2" D.1, WADTER MAIN STD. PLAN 310.1 SHT C5.1 - - - 1 w 8p CPEP @ O, D - WATERISTORM CROSSING �-•• � 0. � 0 � l � 73LF Z 20 — .. 1 " WAiE_R UA1N, - 20 20' T33 LE T8" CPEP SD - i - , -8��-'PEP -SD 20 o.15z ;r aa� �ST.: + A 83+81.46, a 'R 1 0.1 150LF STA' sa+i _es . (WTR- E'SWT CTRLANE) _ 17.29 R _" _wTx. E'SWT � TDREINE) = �� __YARD p,p+ STA:43+37.33, STA:85+34.24�7?.10'R STA:50+81.44 24. L STA:5p+91.37, 21. 'R E'sMr c1R�tE) _ -0.08X Sl •40+ 46, 0.52,E s �; �.� (wESTj = D DRAIN #4, STA' �,v TEE STA** 13' CBj? 1, TYRE 2, 48 t T o, rY1aE 2, A:52+25,0.Z 4.92 R STA: 50+44.T4, 13,O' R (EAST) STA?l' (SOUTH) (1Y _ E'Slfr cri�RJNE) = ST,4: 841t6,43 C60. PE 2, 48 0 vERT1CAL ffiNiD ST& 98�61.71 C8 5, TYPE Y-L STA:23+93.88, 0.14R ��,�'y� ;�q ' 4 ;r i' �' b rr": ^' 41 �e '",SST (EAST) - srn:,sa#sa,a (WTT. ESUT crr nvE) _ ! STA•55+86.66 0.81 R ST 40+1 .11, 90, RENDST'At .48, 6.46,E = L'4' 25.07 STA: �STA:44+59.41, a57'R (WFR. E'S►Ii CTRUNE) _ ) - SfA: . rh. , p4 Mtn � nn''n (VR, ESMT CTDRLWE) ��, a� �n ' ZT 9. 'R CR, l4, TYPE T I,F 8n = 2,7 RIM =- 9 25.29 90, RDEFD OFFlTMGEL t9.7t sT,4: + a, 5 A:34+65.57, 0.08,E ,�-r�� °�°°--ram 2&0' Sri W63.52. 3 s' ,asr = T: '�°'��(E,43i) _ - STA: 23.57, 17.65 - -I -- PIM - 28.77 - .T.4: ^ . �7lI _ �- 26.6 STA. , 5. ,0 IN.E_ 8 - _ 3,2 YARD 00IN 5, s ATD`12 S L�R�A CD405 ltf ST4 70+94.34, 16.85':R(N TJ-t1<ASF (f40RTH) YAOD DRAIN #2, I.E. 8" (5) = 22, 78 r - R - RIH = 3- 30. 5 STA: 35+11. , 10.0A E. 181. (N) _ 20.99, CPEP GI3 , �Tl'PE 2, k S A:52+25.6 •jai . v r. 0 o Ri = - 6- 6- 26.57 J STA: e- a +,�, a" () = 23.2 E fSTIIJG GRADE I.E. 8 (E) - 20 62, CPEP �. 18" N - 20.74 1,E. T2" W) - 23A. CP 24.92 R A:66+1a34, 286'R I r _ 24.72 �. ) - I ( - E f TI I GRAODF �. i2� (} _ 21.52 CPEP RIM = 3— 24.95 RI = 09 25.43 (WTR, F' r C?R1Jr�) = CEf�TER�1f�E rYR. I.E_ 4 (�V) _ � 20 77 CPEP I.�. i 8a {�+) _ � 20.74 CP f.f. f8' � 5 STA. ss+5s,a� I.E. S. I - 21.85 CPEP I.E 8" N - 22.28 - STA:41 07, a10'L f.E_ 8" (N) = 23.70 PROPOSED G ADE � +_E_ 18- (W) _ �� 20 52, CPEP A () _ � CENTERLfNE, TYP_ RIM =46 66- 26.46 (WAR. E'SWT CTRUNE) I.E.I i 8" (S) = 21.52,CPEP M (:) - () - HYDRANT FEE, c-c-P-. I.. 4 (S) _ 9 26.75, PVC 20.97, CPEP PROPOSED GRADE 0 I.E. 18?" N - � 21.37, CPEP STA. 54+78. , 26,544 R (EAST CL I.E, 8R () _ F-68 22.15, PVC I_E_ 8- (.S) = 22.28 STD. PLAN 310.1 SHT C5,1 I.E.1� �� = 23.70 Fc�f1IrE�LffvE, TYI}. --� TgR� CPEI� SD � e� �CEhITEI�LfI�IE, TYDa. I.E. 12" (�� _ 21.5s CPEP �DRTt�AL &MD t0 TO T 0.33% LE. T (S) = 1.21, CPEP 10 I'.E. 4" (E) = , 12 ZL26, PVC rD o co so ca ro na oa o rD m ,t sb rk n I.E. �� °a u3 r D c r ry Cal co Lo 0o « co Lr) ry o o ry r r. LC) L Uri i r t IM F uy r: r+ cv co c i M c so r-1 r osDO EN EN L" ' CN Le; LT"- . , ��; , . , << {,, , r , r} " C111�' rTweq (W 2296, PVC hick r� � r r` o O 40+00 41+0.0 42+00 43+00 44+00 45+00 46+00 47+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 01 "A�r,� PIRORLE WEST �y STOF IUD NOTES: p/'� PRORLE EAST 1_ ALL STORM STRUCTURES, PIPES AND FACILITIES ARE PRIVATE UNLESS OTHERWISE �JJD PROFILE NOTES. �� L CeIREMM DFiVE AME NOTED_ 1, FOR STORM SYSTEM PLAN .AND PROFILE *ITHIN MONSTER , HORZ_ 1"=5 2. MINIMUM PIPE COVER IS 2 FEET FOR CPEP AND 1 FOOT FOR D_1_ ROAD SW SEE SHEET C6.0 HORZ, 1�=5' "� s$>' ► � o f VERT. 1"=5' 3. VERTICAL SEPARART10N BETWEEN UTILITIES 0 GRO�bSINGS IS 1 FOOT MINIMUM_ PERT, T"=5' }ONAL {+ r 1VV JR I E K N OT E S 1_ MINIMUM DEPTH OF 12" WATER MAIN FROM FINISH GRADE IS 4 FEET_ MAXIMUM DEPTH OF WATER MAIN FROM FINISH GRADE IS B FEET 2_ SEE SHEET CS-0 FOR PLAN VIEW OF THE WATER SYSTEM 40 - CROSSINGS THAT ARE LESS THAN 1 FOOT MINIMUM SHALL PROVIDE ETHAFOAM PAD STA:51+97.55, 22.44,E PROPOSED GRADE 0 SHLIT OFF; VALVE WITH 28LF GENTERLIP4E DRIVE TYP. RISER A�11'� VALVE BOX 6_75 SLOTTED EJSrIG GLADE w RIM26.86 TRE�`JCI� DRAJIv CEN .! NE DRIVE, Vie � � 30. 1.14x -I 115 p CpEF 6.75 SLO oco 11 5.75" SLOTTED �TRENICH DRAIN 0 1.75% STA:54+87.09, 4.78,E >LF t H DRAIN 0 0.78% .5 TRENCH DRAIN (N STA:51+95.29, 94.43,E E ISTA: 52+23. �6"�' RJM = 8 ' A 9 25.75 20 _ I— TRENCH DRJ41Df� (�, _ - — 473E RIM--= 9- 25.7 CB 7A TYPE 1 W SOLID LID J.aE. 4" �S) _ ' 25.44 T": gs ' 0"9' 1.E_ 4" I(fV) _ ' 4 3, P "o CPEP �4. 95.95 L D STA:53+72.08, ' Rffui = 7� 25.81 f'E' 4 , I(S} _ RIM = �i25.78 „ - STA:50+81.44� .43 ,�. () - 25.05 3, r F 6,F (E) = 0.63xCI3#1 I.E. 12' E = z23-�z`L�3�23.PVC % TYPE 2, 48 0 OIL WATER SEPARATOR, - 4. 3, D.I. COI F YPE 7 $ I.E. 12 N = 23.43,C EAST = CTR DF SIFUCTURE FLOW DI'VERTOR ' I.E. 12 S = 23.58, PVC -- _-- SEE OET 3 5 ' 28.77 STA: 52+02.25, �A: to ' 19" 43 "' 9 ' ' 2231 L RIM = 8 26.82 D41I�i = � 26.83 22.32 L EXISTING CR,4Dq' f.E. 18" (E) _ 2e- 62, CPEP J,E, a� {!w) ; 23.43 P LE_ s" W) _ 4- 23.�' D.I. CENTERLINE, TAP. i,E. 12° (N) _ = 4 92-100-77, CPEP 4 I, E, 8 F - P 1, E. 6'" !S) _ 4r23. 3 PVC PROPOSED) GRADE 9 I. E. T ° Wv to () = � 20.52, CPEP D 0 0 5 - 16LF 8,0 PEP .SD � ;� LE. T 2" (E) _ - + 23.78, CPEP CFN TERLf N E, :TYP. 1.88 co 0){ LIq %t V- U cti raj 'i] �y co cD 'rj f,-� r l r,4 cal ry N ry r} r r Co c} rVQN cal GO N ry N cV N oo qj c J ry r- r: c*1 50+00 5'+00 52+00 53+00 54+00 55+00 PROFILE EAST W 40 30 20 56+50 30 20 10 14 � Y 4 PROPOSED GRADE 0 GEN:�FRLI`NE DRIVE, TYP. EWTING GRADE 9 I T_CLNTERLINF DRIVE, TYP. EXISTING GRADE WEAST RIDE CENTERLINE, TYP. PRDPDSED GRADE 0 EAST PIPE CENTERLINE, TYP. � 11 ti + . . . . . . . . . . . . 124LFL .8,v - - 1.55x EX, �0 2, TYPE T EX. CB11, TYPE I REPLA CE 4Y REpElkCF_---r - ST • 53+47.53, NEW TYPE T IN NEW TYPE i 99. SSR ST 52+23.88, 98.30'R64, 6? -99=- RIM = 3-4- 33.20 RIM = 66, 9? 35.46 30.50, PVC I.E. 8" (S) = 99.29 I.E. 8� (N) = -2 30.50, PVC I,E, '8' (N) _ 9--29- _I. 3242, P I. E..4 a (E) _ 38-5�- 30.57, PVC 69LFLF 8"O CPEP SO 4.83X ,EXfSTiING GRADE 11 CENTERLWE, 4. PROPOSED) Gf AOE 9 FCENTERLfNE, TYP. G68, TYPE 1-L STA: 54+16_23 97.05' R RIM = 99,99 31.85 I.E_ 8- (S) = P 27.1 , PVC 11. 12' (S VV) = P 26. 5, CPEP 82 DF 84LF 17 0 CPEP 50 0 6,484 6.06X C6 7, TYPE 2' 481O STA:52+25.62, 2 .92'R RfM = 26.46 f.E. 18" (N) = 9• �1-37, CPEP f.E. lZ (NE) = S 21.56, CPEP LIE- 78" (S) _ 21, CPEP f E A"l (E) = •26 PVC REUSE OF DOCUMENTS A0CCfMMKi SM WAC M-23-07C AND U WTER 19.34 RGS UNRIVOM xSFMrD>tfl ff err DF *t WNWOKIC ar M D WL MAJDAT THE =NOT. 4w WJrll ATOO me gpNxAK 111E MM AND DEWS i40MF TlD MGF AS M *aMVAaT OF THE PRWOVIM WMCF, IS THE PRUPER-H I F NWHA ,Id1E}99M AM D6 MDT TO K UW1. N W L£ 00 R WATT. FOR MY GTPV PMUT >tNUUt WMrrFN JOfEIOWAIIA UP Irf&M +g411EM TNNOVA architects 950 Pacific Avenue. Suite 450 Tacoma, WA 98402 I 253-572-4903 20 PROLOGIS I.E. 12' (W) = 96, PVC 12720 Gateway Dr., Suite 110 TukMa VVA 98168 co C O co r-� 1 ON 40 00 c � ca N CN Cq C 00 C' 0o � N r r N Nc4 206-414-7625 r V N CN N CN rV �D l 00-y 114 50+00 5I+CDC 52+00 53+00 , .00 55+00 56+00 56+50 S-404202 W-404202 R-40421 1 rkJM Ircw iUW LM. WA I =H Otr RECORD DRAWING NOTE: $. Ile H.ORZ T"= 50' IN COMPLIANCE WITH CITY OF RENTON STANDARDS HORZ, T =5f7 THIS CONSTRUCTION RECORD DRAWING IS A COPY -5' VED4T. i�=5' OF THEAPPROVED CONSTRUCTION DRAWINGVErRT TS URFAUE WATER UTILITYQP PREPARED BY INNOVA ARCHITECTS AND HAS BEEN WASTEWATER UTILITYk EDITED TO REFLECT ASBUILT CONDITIONS. THE dch ri t n 0 1 101 jfa rah 071 1 1 INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. DEVELOPMENT ENGINEERING lo>NAL RECORD DRAWING kn o wh a# s b e l over. W CONSTRUCTED 03-15-2021 CaII before you dig. main 07/31/2019 M 1 REV15ED PER CITY COMMENT LETTER DATED 12/21 1 B JPE 04102119 MAWrM. SOW& YU Fay iM _ DAM I n . ' HwaoDfrr�: Few i9E3/�441 P R L I RENTON 11 16 18 REMISED PER CITY COMMENTS DATED 05 0.7f 19 JPE 06 03 19 �; 1 = 50 � CITY J. 3 REVISED PER CITY COMMENTS TO C2.0. C�_0 & C6. ,1FE OEfPif11� J. "Dry 601 MONSTER ROAD SIN FIEUXKKW- � ECTC P,4G� 4 REVISED PER CITY COMMENTS TO C6.0 JPE 06/25/19 UKWN. ,� , ,� s Record Drawing documents 03-15-2021 REVISED PER CITY COMMENTS TO NGPA & WALL HEIGHTS JPE 07f23f19 CH00CM DATUM S. Nelson ATfIM. W—Le Planning/Building/Public Works Dept. , . Dr Der W Dr NO, REOSION BY DATE APPR wwftem A000AWMY UTILITY PROFILES 11 " s1 W PROFILE EAR' W Iw Uj 0 I� L. '' L.1 Cn 0 r f'r U SURFACE WATER STANDARD PLAN MOTES: THE FQ 0WIN[L 1!r A LISI IWr OF" -E NERAL f+U TEJ3 THAT SHii44 BE N[rAPQRATF;0 N TM PgAftA4E KAR GET ALL THE NoTFs crN TPW VWr Wy NOT PERTAIN Tg EVkRY ldkNa rt #HE JWPLIC4Ht 04OfflEPL PeM=15T MEPuahEO I b AE aPPL1CMi. VAV 6?gIF1 oul lAmL PiMIT HOME IF NOT AP7uV_*dLP tO tNL P cOAC1. HOWEVER 1 Hk WPLICMTVOU WEST RENUMIrERA014EDO THE MALALAFJG hDTE5 IF ADURKMAL 14ME8ARE NFiEMGFOR yPEOIM A$PECTF THEEWkI. ME ADDED AFTE44 THE Si.wm;r WATER ETAKDAI;o PLAN 1+DTE% T IWFORF}AIY'Q"TT11jrPLrHOR MVrr.L0PME4jT ACIMTr WX.U4Y. 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MMPAe-1 U 14 4Ml qi MAAiULm two rY TO CB117 I.E. 19.46 20.01 18NO SEE SHEETS: C3.0, C3.1, FOR ADDITIONAL INFORMATION GALVANIZED STEEL RISER 6�0 TO C13#16 STORMFILTER CONC, WEIR EL. = 22.95 -`� I, E. 19.46 20.01 TOP w f CAP I.E. 23.0 CONC WEIR EL 22,95 01 20. aI.E- t fi" MIN. co 0 RECORD DRAWING - 03-15-2021 1$"0 TO C8#17 I.E- RECORD DRAWING NOTE: 19.81 THE CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS CJ PREPARED BY INNOVA ARCHITECTS AND HAS BEEN 1 e°o T EDITED TO REFLECT ASBUILT CONDITIONS. THE C� 13 INFORMATION PROVIDED ON THESE RECORD 0 DRAWINGS IS A COMBINATION OF FIELD SURVEYED00 INFORMATION AND DOCUMENTED FIELD REVISIONS. I.E. 19.76 3.Y MIN. 20.01 2.625" ORIFICE N.T.S. C B# 15 TYPE II, "0 FL W S PLITTER DETAIL N.r.s. Li U JIL 00 I,E. 1436 17.67 SEE SHEETS: C3,0, C3,1, FOR ADD111ONAL INFORMATION BAIN, EXABrO 8a MIN. I-E- 4S 17.67# (18)�C�B#17 TYPE II, ""S H.T.S. 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TukMa, VVA 98168 LLI Cn C I '#0r1Y' you dig. 8"0 OUT TO OIL/WATER 20 .414-7 2 SEPARATOR I.E. 2a.94HALF ROUND 1800 23.73 CMP, ELEV. 24.28 R-404213 FROM To CB#g IN COMPLIANCE WITH CITY OF FENTN STANDARDS 23.88 � I.E. ib,g 4 1 7523.78 DEVELOPMENT ENGINEERING 19 bbanrlrth 08/2912019 SURFACE WATER UTILITY fa ray 08/30/2019 ORIFICE "---"'k,PIPE ZONE BEDDING - FLEXIBLE PIPE TPIAL TRENCH AND BAFILL N.T.S. STRUCTED N•T•s• B TYPE I, FLOW DI11ETLU 1 REVISED PER CITY COMMENT LETTER DATED 12f 21 18 JPE I C4/02f 19 I " N.TS. Ir 2 REVISED PER CITYCOMMENTS DATED 05107f 19 JPE 06J03f 19 W"x''E''°°1 DATE:s rElrneAe.- ru,ro „lee �f ` PRLI RE NTN � 1 16 18 - 3 REVISED PER CFFf COMMENTS TO C2.0, C6-0 & G6- JRE N/21 f 19 NTH h�x4rrtAL rup t4ESjlao-, � � I T I I 0 1MONSTER ROAD SIN F1�LG6001f- REVISED PER rrr COMMENTS TO C6,0 JPE 06/25/19 J. Eaves/J. Hein ' F E T J P,vGtF• 5 REVISED PER CITY COMMENTS TO NGPA. & WALL HEIGHTS JPE 07/23/19 Pam°"" J. Eaves/J.Hein Record Drawing documents 03-15-2021 qu�„� NO: REVISED WATER DUAUTY TREATMENT 'VAULT C3.9. C3.1. C3.41 & C3.5 JPE 08f20f 19 r;HLGCE4. ONE IH� DATUM 5. Nelson AT � Planning/Budding/Public Building/Public Works Dept. , .4 1T h�C,>< ,, 1F1L59 NO. REVISION BY DATE APPR A ��Y STORK NOTES AND DETAILS �E3T. 13 °`:51 CL LI J 0 I� LU '' LL_ Cn 0 O f 'r n U F' A TOP SECTION No. M-Cpl-T r� ,4• I nt.�lurw 1R.r' IWI Lh'rlm �� flU1LiF PIP •ql1 ;any �q T1 9r P�he 'A hiT h1@•L 1T1 4E LA" 'Nilm ALf' +'rY Facal� Cwleiclnp Arlo VAULT No. 57Y.C1111543 3.hl it 1hi 577-CPS CUIL WATER SEPARATOR Project date Area = 592 SgJft Maximum Process FI3w = 555 GPM 0 as * E6WJVMng ReHabiPrty Prged Plate Area = 592 SqM NOTE, PER CITE' OF RENTON STD_ PLAN 240.10 INSTALL A 12" SHUTOFF VALVE W RISER AND VALVE BOX ON THE OUTLET PIPE, • hL]Lt MwF1E THIN tumd" lw ■� wxn FORJAIAALS, Sal r1A v[02&s rwr� Flh�i.e *ApM it CL w wwr lrlr+ 4rJFDft Aod Nil 42 • M64*m 06"MIM PwLrw. 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PUBLIC woHxS so AMENDMENT HMO 9/26/11016 i 4E1xAR1;MENt AZ _ WF COALESCING PLATE OIL/WATER SEPARATOR COALESCING PLATE IL/WATER SEPARATOR SOIL AMENDMENT D LENT SECTIONS N.T.S. N.T.S. 4"" " N.T.S. I3a3,04�I-- oer�' I1p�+w"I D O.E+a` oAa *"T BAFFLE WAIL I if7fY`�i6LL f.`64'4"" { +ram fR! ri�R� i i F{•41 ' �1uI.1 f1 f DFWM D011VM��Dy{,E,VOCE, r Lr'rfl�+'r+Yrir +T'rir++i.L..1 .1.rtirtr+ - rm �rt*r rr+i.*r*1 L'r I � I iLL1;r.0 rLLas.. _, uu... I...• Ly" Ij�4a Li/J lyu I Lk" UL41 L;Lr I L A- ,' •• , COEIEILE $ FOR ENERGY OISSIPATX Nd NMLEF. PFPr_AL. O&W PIPE, IE I%W. IJ Mon 23teArJ"y24.WN1IL€T MINDOW IE 1ii I L D PLAN VIEW ix8W J)(rSOLMOAGASaTEDACCESS C.OYf~ii. FEELD POURED CCOORETIE COLLAR REOLY O. SYOT► IER9. ix 1>o 'A32_ 1i CRAM Rona_ INLET WFLE WALL M. = 22.19 2x 6jW'X24A ` IMLET hMNT]OW. IF- W1111r20.29 CCIBBLES FOR ENERGY DMWATJM lE "I J ORAIN OQWN OEV" plI lw_ PVC SLOTTED Witt.SK-N31_ UwkOEI#DR1JN PIPE. ma.prr PWE, IE 19.92 Ntm s SECTI N A -A TOP SL" P40T SHOWN IN tH5 Vlr=VY1 I`OR CL r,Alt'v, ACCESS COVERS SHOWN IN PHM TOM _ tool 2X 04. 015' PVC SLOT F_D 1 UM)ERDRJLIN PPPE, 041orl PVC CfkJTI€-T ORIFICE CJW JWFC> OUTLET DER �► E.�7' A.DB' k�•�'1 11 �'i �} I gll'rLL e. A I I 44.UCI- PVC CKJTLE f ORIFlGE CAP INTO OUtLEI CHAMBER OUTLETBAFFLE WALL IE 74A1' aR"1 I WAXM GUL.D Tlvom.rm rhow vao 21L 2Q4.W BOLTED 8 GASKETEDAC5CESS COVER. F IELD POuRE b fi3ONCAkE TE COLLAR RE(WIRED. By OTMEIRS. 2ii @M.OVK2_W* WJOE RIN13%5- ax 12JW GRADE R&QS+ SEE RISERS ® RIGHT o.7li• OAd` ErIi7' IN11:1$AF tLE ' - 1 = WALL ClCrIl r fLE WALL It` aiI,4�2086 R. 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Plr%b0C 1�' Ck;W C , 4#UEJSA LIiel~ DJC1bgra IIi 0MW- CAME _ 1 : J41C P6pW I'Vbr0WGrJft • ChIW C �C 11IM JnFb Caerecis Aft p4eAwtr lenaagrl ywr.Pr aW Eonra=r.rr arms onowme %ad w 5MXn VW= W lhi awwwwa. LLC . M++IIIsaAUY SnrrSf 4w� I 4 FiiiImlryr A-m-4w f]w FM U.S A 100 Ph ORMUMn PrR 614-e1•T1G'9 RR4; F w �¢ I � M• Lwow cow, 11�T7 ?}l+I i�rar 1 i. 11zva. {lldFlb LAkr 1L�' PB POE MS6•R7F7 F* YPJ-FOt}1l¢i C_N, FesI�_ ��'��``1$"# ��p y W W W titre} c (I M I I r•rr'ri !'A.l. •4'L } NSTRUCTE TRH DRAIN DETAIL Know what's bIow. RECORD DRAWING 03-15-2021 RECORD DRAWING NOTE: THE CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY INNOVA ARCHITECTS AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED INFORMATION ANn nnCI1MFNTFn FIFI n RF\/ISInNS ,-CB#16 OLD CASTLE VAULT DETAIL N.T.S. IN IN FOR APPROVED EQUALS Call before youdig. R T 1 REMISED PER CITY COMMENT LETTER DATED 12f 21 18 'JRE 04102119 2 REMISED PER CITY COMMENTS DATED 05 07/19 JPE 06/03/19 NTS yuma - Nrs� 11 HwazoNr11L. We 1"3/7441 DATUM _ - I T Or E T ON (D Planning/Building/Public Works Dept. REMISED PER CITY COMMENTS TO C2.0, CB_0 do CB_2 JRE 06f21f19 Eov+ea ,J' REVISED PER CITY COMMENTS TO C6.0 JPE 06/25/19 5 REVISED PER CITY COMMENTS TO NOPA & WALL HEIGHTS 'JPE 07 23 19 � 1 ~14.J. J. Ewea,J. Hein ONE ,,,�„ REVISED WATER DUALITY TRE66AC[T''M��ENT C3.0, C3.1, C3.4, & C3.5 JF?E 09f20Tf 19 aF10p S. Nelson AT Fgs scmz EL F +MCp4pGINGLY ■■II ISI••yVAULT Y A WTFOELe 4 rl�l o>Ia �4!�} ONAL REU SE OF DOCUMENTS TPA DOM&M IN4 SUN 900 R MR3*&Mi'' IN A01MIMMKi SM WWAC M-23-07C AND U WIER 19.34 RCM. RI91111430M AL1INtM ff AM OF *IE. 1HAflar DF THIS IICCS" WL #IYIIOAS TW 94040T, 4Y U 11FKATOO ANDSGNxT41PE TK MM AND DE9{ir1S i40MFORATW fL7WK AS M MR13Ii ff WMA .Id ISIRM AM Is NOT TO K UWI. IN 1FIl]Lf 00 FP WATT. FOR MY OTHER PMUT WIMM ,�arrEw ,arelorlaASlar] � xr1D'wr+,AwtEr9s NNOViA architects 950 Pael#le Avenue. Suite 450 Tacoma, OVA 98402 26-7-490 PROLOGIS 12720 Gateway Dr., Suite 110 TUkMa, VVA 08168 20-414-762 R-404214 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Im CD T-' U I ` CD al IS Lbbannwarth OPMENT ENGINEERING SURFACE WATER UTILITY 08/2912019 Ufa ra h 03130/ 01 L I 1- z LU Ir [u1E; U) PROLOGIS RENTON 9 11 1 18 601 MONSTER ROAD SIN FI�tf1Q� P)" Record Drawing documents 03-15-2021 qua Nc. h, STORK NOTES AND DETAILS SFIEET: CL 14 51 CL w 0 LLI 0 0 ,.J 0 0 0 PROLOGIS RENTON 19 1 MONSTER ROAD SW -IF A PORTION OF THE NW 1/4 OF SECTION 24, TOWNSHIP 23, RANGE 4 E., W.M. CITY OF RE TON, KING COUNTY, WASHINGTON iJ7 — M — 9� 5J} 56 # 4.11 F sF PING LEGEND: w ky K�'" ONSITE LIGHT TRAFFIC � SAW CUT NEAT LINE-- ' i x & PARKING ASPHALT C<4,0 5D — 11 — 5D — 1E13— �' - f w i ~ i +' ' 1 ti t y 5 MONSTER RD ASPHALT VERTICAL CURB VC ONSITE HEAVY DUTY INTEGRAL CURB ASPHALT C 4-O r w t.; - ONSITE 2 h ; .o # - �'-- A + ti CHANGE IN CURB TYPE }{ 1=f ,f3" '•�, ,}; „ CONCRETE/SIDEWALK G4_C7 #Q F J ° 4014"El a ' BENCHMARK )? — ` , S'++' SP f-7'_ q N - `' ' U rAl F ' i aw t Mc k4 FIRE HYDRANT NOT LOCATED DURING FIELD VISIT IID f ,... ..►► i 1R t1 .q * g tso� j ► r.ay w. h CITY OF RENTON CONTROL POINT 862 FND MIC INTX MONSTER RD SW & OAKSDALE AVE SW SITE BM ON 2' BRASS IN CASE ELEV= 28.33 FT. i7' KEY NOTES: 1 r INSTALL 1"x18" SIGN STATING "PARKING AREA FOR BLACK RIMER k RIPARIAN FOREST PARK" PER -O-R. STD PLAN 129. DETAIL 94- SHEET C4_0 .. • "j - - � T7� i � rT IN --LASTINC RAIL SPUR k :.+4� l Czr t CD � +µme. CD II ' 'T0P OF CURB y` I AT APPROACH 4} e I OS GF k C C; 4 - - f3. TYP. �L f Jrl (;�) > I - - ' Y I I � # 8 1 4p WSDOT STD., nlse 4Q 2f'E . 1752' +I`I I SPEC,, F1 450.00. NOTE; 7' _lop" _ ' _ _ I 1. a PVC AT 0INTERAL3 AND AT ALL LOW I x POINTS TO PROVIDE ADEQUATE DRAINAGE * _ L F i THROUGH CURBS OR LANDSCAPE ISLANDS. a s — -TRASH >�±✓Lo.SUR� - .I PIPE TO BE BEVELED TO MATCH FACE OF CURB. --SEE- ARC H.iTVCTURAL -- _ --_ --SITE PLAN FOR — y" t DLTONAL INFORWTIC N. — - -ONSITE CEMENT CONC. �f75.2Ei'— VERTICAL CURB I - PAVING GENERAL NOTES: ' 1, NO CONSTRUCTION OR SITE DISTURBANCE FOR THIS PROJECT MAY BEGIN BEFORE THE APPLICANT FIRST OBTAINS A w — "� -_ f GENERAL PERMIT TO DISCHARGE STORMWATER ASSOCIATED WITH CONSTRUCTION ACTIVITY FROM THE WA HINGTON STATE DEPARTMENT OF ECOLOGY (DOE), SEE DOE PERMIT WAR3066 8. ENT awn' unT IAIV ACIDUAI T DA„FMENT, HMA, *CRUSHED ROCK BASE L0 3 GRANULAR FILL 04 0 IF NEEDED urarM*14T�11bI�1�MiM��1Lr�I�il�A�Ii�® 4CRUSHED ROCK BASE \-GRANULAR FILL IF NEEDED *CRUSHED ROCK BASE CAN BE REPLACED *CRUSHED ROCK BASE CAN BE REPLACED BY 3 OF ATB (WSDOT 4-06). BY 3" DF ATB (WSDOT 4-�fi), HEAVY DUTY LIGHT TRAFFIC AND PARKING NOTE.- 1. PROVIDE PAVEMENT SECTIONS AND SUBGRADE 29 DEPTHS ARE COMPACTED THICKNESS. COMPACTIONS PER GEOTECHNICAL ENGINEERS 39 WHERE ASPHALT CONCRETE PAVEMENT IS PLACED RECOMMENDATIONS. OVER ATB, THE CONTRACTOR SHALL APPLY A TACK COAT PER WSDOT STD,, SPECS,, � NSITE ASPHALT CONCRETE PAVEMENT M.S. WIDTH VARIES SEE PLANS EDGED GROOVE/EXPANSION JOINT —0.02 FT/FT 4° CEMENT CONCRETE SIDEWALK---' CONTRACTION JOINTS SHALL BE AT 5.0' INTERVALS 4' MIN. CRUSHED SURFACING BASE COURSE � NSITE CEMENT CONCRETE. SIDEWALK ON mrnma AL POLE an LMISMAllIIIII2 PtAki,YA►df96"MT PTH M VANAIf 4 WAL9405L 4 rum rr LA I r � t I 0NEW hS FOR 'Rif. PARTi USED M # $'a THE AA5E C0NKfn0kS ARE iNFEN110NALLY W1 SttOW9 S COWC1110k5 A91 PAIEWED. UANNUlfAC`LLRE6 PRODUCIS TK&T W IN C04PIUANC� W1H NOW 350 SASH T1;ST "rTERA TK 6Aq COIAIE1i.t N tXTHLS Aft SOOWN ON THIS ;✓'.N ONLY I()ir4U5TRL%Tr ROW THE 43,47T5 AAA �s5fM1��o 2. A 2` (+N) P051 MATH A ;0414- (14) PSST ANCHOR MA 2. 1/4` (1144) J 1 Wki A 2 1fr (IN} PW AN44�11R 1r kFAf3F 9.IdS'-TUTE0 MCONMACT KANS A- PER FOR $t VAli1; STEEL 112054 SKALL Orr i 111E �J`P WOE 1fS iOF WSOW STANDARD SPECIrICATION 1;-06 A 4% ONLY RAC' CIAVECtaON hr&%VFACTuREa SUPPLWI) 144R MARE IHA1 MEETS IKE WEQUIREhQYI$ N W50131 ST&NOARD SPECifIVAT10H5 $ 45 AND 9 .29 [USE CF IRA1E= el RQAV*Oky PoL I p R41Lf.CS{lf�1iU Fh3fp%%6 ili71JNI FkGt?Jj, 3' 1+grq) OLJMAR!i IF S-CH 590M FACE ORiENTATAOM "+ . y y f GORWA IDLY wu� riwu iIN -y�i�d.M q�p�unE'D t{W ~ ��ory 1►gr41 WM ST•4 "M Buff"? 0� Sl�+r PST SIPPF+ORT _ 7,�J5' Ill 7-C�Y4'iF. I1�T-t}iFF $AI.V." HE yr-Duty AWkN A Mip�111T1110 ON MATA,L FCW - SIG ' IOL'N-FIN ON Il11 1..� p#AN tag f UEIWC WORKSM1.:'1;'A1. POST" DFP&RTlMFN'T SIN MIJTI DETAIL RECORD DRAWING 03-15-2021 NO RECORD INFORMATION SHOWN ON THIS SHEET. REUSE OF DOCUMENTS W DDMYAI 111T W EKED 93CfF aFOROeC. 11 N AOMM MU IIM WAC t99-23-470 AM QMWTER t9.34 RM RIALIUMAgD A4tFRAWN (iF Am of *t HA 0% Tms DOXFwDa ou PWWAf THE 90r, Nr a7ftr ON AND MAW THE MM AND DEMS i40)W M 11D HVIG� AS AH *aMM DLF DF TK Pa i W>M 4 MWAC✓=, IS TrE PR FEM OF MWO ,tl115MM A!O IS NDr -M K USED, fi 1411E M R WM. FIN MY 00 PM%I LT WIMIMIT l�ov� architects rn7�-.�- N 0' 25' 50, 100' Knout h #'s � . 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN THE GEOTECHNICAL REPORT AND KEEP ON SITE AT ALL TIMES. MENOMINEE CONSTRUCTED 1'- ' Call before you dig" 3. CONTRACTOR TO PREPARE ALL SUBGRADE PER GEOTECHNICAL REPORT DATED SEPTEMBER 26, 2017 FROM TERRA - _ ASSOCIATES INC. 1 REVISED PER CITY COMMENT LETTER DATED 12f21 18 JPE 04/02/19 �` — rEEancru: Irma lase � ar HwaorrrrL: We iae5/�gpi 2 REVISED PER CFFY COMMENTS DATED 05 07/19 JRE 06/03 19 �. 1 5O+ � CITY 4. SEE ARCHITECTURAL 3 REVISED PER CrrY COMMENTS TO C2.0. C6.0 & C6. JRE O6f 21 f 19 `�. E°' '�. Hein SITE PLAN FOR SITE E T SIGNAGE, 4 REVISED PER CITY COMMENTS TO C6,0 JRE 06/25/19 UNWN J. Eaves/J. Hein ONE DATUM REVISED PER CITY COMMENTS TO NGPA & WALL HEIGHTS JPE 07f23f19 CHOCKM S. Nelson kfi TO Planning/Budding/Public Works Dept. EI NOT OW Ni, NO, REVISION BY DATE APPR ++ SCALE +aaa r+aLr 950 Pacific Avenue, Suite 450 Tacoma, WA 98402 2 3- 72-4 03 ROLOGIS 12720 Gateway Dr., Suite 110 Tukwila, WA 910 200-4 1 4.702 IN COMPLIANCE WITH CITY OF RENTON STANDARDS R 404215 Q 0 00 ape, z 0 DEVELOPMENT ENGINEERING mair 071 1 /201 DAM' U) PRLIS RENTN 9 11 16 18 001 MONSTER ROAD SW °°": PAGE 0 Record Drawing documents 03-15-2021 J .0 PAVING, HORIZONTAL CONTROL PLAN AND DETAILS � 15 �51 STA- 6o+61.,7, 43t PROLOGIS RENTON 9 N (E'SMT CTRLINE) _ Nt S7A:22+%98, 24 �,A,i 22 1 4 @ . ;�9, 26.92' E (NORTH) S7A:80+66.22, 16.62'L O VERTICAL CROSSING (MJxFL) FOR POLYPIGGING STA:80+71.61, 16.661 (E'SMT CTRLINE) = 601 MONSTER ROAD SW qtt 1-BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG (E'SMT CTRLINE) _ S�-A! 222 1 62.99, 1$T3T (NORTH) STA:22+56.24, 1&42�L O 1-BLIND FLANGE ON BOTTOM 9;Ati-221�,491'6 (NORTH) 1.5" IRRIGATION METER, 4 A PORTION OF THE NW 1 /4 OF SECTION 24, 1-PLUG(MJ) WITH 2" TAP & 2" BLOW -OFF 1,2 STA:22+56.24, 1&60'L 2" WATER METER - C.O.R. STD PLAN 320.3 TEMPORARY BLOCK DOMESTIC SERVICE, 4 & BACKFLOW PREVENTION ASS'Y C5.1 TOWNSHIP 23 RANGE 4 E. W.M. 0 C.O.R. STD PLANS 300.1 & 300.5 C5.1 -C.O.R. STD PLAN 320.3 REFER TO IRRIGATION DESIGN FOR ADDITIONAL w-w_L�c-� _ C51 DETAIL AT THIS CONNECTION) CITY OF RENTON, KING COUNTY, WASHINGTON w SD -SD -SU-SD SD-SD-gp w - sD - w - w w _ \ 26 LF 12" SSMH TYPE II 48 c 1 -_w - - D �R RIM=26.36 _ w� ss - G w 12" ADS I.E. E=15.26' STA: 98+61.71 ss _ c c w\ poGJ 12" ADS I.E. W=15.46' (E'SMT CTRLINE) = - s SD - D - SD - SC�- S c G w _ P GJ STA: 54+83.52, sty so = sD - - - sp _ s _ - 33.26' R (EAST) = _ E66 LF STA: 70+94.34, ss ss _ ss ss _ ss x�'�pwgTf so / �� r DOMESTIC LINE 16.85' R (NORTHEAST) STA: 100+59.20, 3.86' R N /R 1 - 12" MJ 22.5' BEND A (E'SMT CTRLINE) 1 - THRUST BLOCK STA: 72+84.86, 3.86' R c w (NORTHEAST) J 1 - 12" MJ 11.25' BEND z w w T STA: 98+85.54 (E'SMT CTRLINE) = 1 - THRUST BLOCK SSMH TYPE II 48" I 2 w STA; 54+91.80, 55.61' R (EAST) _ O RIM=22.85 N SSMH TYP II 48' � '� � 3 s 12" CE LIN OF S STA; 71+11.20 (NORTHEAST) 12" PVC I.E. E=iD.10' s° RIM=24.17 PR PO E WATER MAIN �: c w _ STA:100+42.90 12" PVC' W=18 7' TER c \ w� / 1 - THRUST ST 4BLOCKND ( ) 8" PVC I.E. S=17.00' �, 99 LF 12" c E'SMT CTRLINE _ z N TOP OF FITTI OL = 22.7t- >z PROPOSED w I I STA:82+95.92, 0.23`RTER _ D.I. WATER 2 � �/��y,� w w P STA: 72+68.56, QTA. oP + n& , o (E'SMT CTRLINE) = 15'�W TER_, 1 �C k, \ (NORTHEAST) N " 99.26, 0.23'R 9�-'F�99 (WtST) = SEMENT C5.0 w P c 1 - 12" MJ 11.25' BEND/RIM=287.45 PE II 48" • - - - - 1 �T;r�9;z�.Q�1a6 (NORTH) S`ji 1 - THRUST BLOCK24.77, 10.W'L 1 - 12" MJ 90' BEND -----_s .E. S=15.15' - - r� li 1 - THRUST BLOCK - \�ins� P P V SSMH P11" I I 1 2 NORTH RM=4.5 O 12" PVC I.E. E=15.84" I I -;7 I; 3 0 9 0. w _j sD O 12" PVC I.E. W=16.14' N I N J I c w� " PVC LE. E=1 7 9 ' I / s w� yo I.E. NW=17.89' N U w N o 1 ♦ ` STA: 88 1 88-6 -STA:80+79. 2 \ \ NEW FDC ASSEMBLY 3 I U (E'SMT CTRLINE) - c>\ CENTERLINE IZ NEW FIRE HYDRANT ss s D STA: 85+23.43, 20.08' R o ROVIDE 8" FIRELIWE I Z N c� STA: RTH c POSED WATER MAIN o (E'SMT CTRLINE) _ (DESIGN BY FIRE I Q ASSEMBLY PER 3 ( \ c \ w STA: 44+71.75, 20.08' L WEST I C.O.R. STD. PLAN � 1 - 12" MJ 45' BENDS .21 10.75 \ (WEST) PR TECTION ENGINEER) o X 310.1 C5.1 ` 1 - 12" MJ 22.5' BEND G w I .71 I STA:81+79.18, Q � RIM=23.71 I 1 2 -THRUST BLOCK � �� 8" PVC I.E. N=18.11' I o Z (E'SMT CTRLINE) _s°\ \s A W (NORTH) c U _ - a 17 LF 12" A NEW FIRE HYDRANT N L- - - - - 1 - 12" FL x 6" FL TEE STA:21t41, 10.52'L G ASSEMBLY PER 3 W M► 2- 12" GATE VALVE (FLxMJ) D.I. WATER w C.O.R. STD. PLAN 1 - THRUST BLOCK70P OF FITTING EL = 21.8f 14 \ �° 10t LF 12' \ 310.1 C5.1 I 1 - 6" GATE VALVE (FLxMJ) � D.I. WATER STA:85+3424, 2.10'R -3 12 1 - FIRE HYD. ASSY S1 81+79 14'R KEY NOTES: U RELOCATE EXISTING UTILITY VAULT. COORDINATE WITH UTILITY PURVEYOR. APPROXIMATE RELOCATION SHOWN SUBJECT TO FINAL UTILITY PURVEYOR APPROVAL. SEE SHEET C6.0 FOR LOCATIONS. O ] REMOVE EXISTING POWER POLE. co SEE GENERAL NOTE #1, THIS SHEET. 0 3❑ REFER TO BM P NOTES, KEYNOTE #12 O AND DETAIL 4 ON SHEET C5.2 FOR 00 SOIL CONDITIONS AND EXCAVATION r WITHIN THIS AREA. (� ® REFER TO BMP NOTES, KEYNOTE #13 AND DETAIL 5 ON SHEET C5.2 FOR SOIL CONDITIONS AND EXCAVATION WITHIN THIS AREA. _41- Nego ZONAL RECORD DRAWING 03-15-2021 • MCCOC WATER STA: (E'SMT 29 LF 12 \ MINIMUM REQUIRED VERTICAL SEPARATION BETWEEN UTILITY PIPES AT CROSSING IS 1.0 FEET. STA.44+59.41, (E'SMT CTRLINE) _ FIRE RISER ROOM CTRLINE) = S�{ Za '' � D.I. WATER ,)� 10 �O 0.57'R (WEST) ETHOFOAM PAD SHALL BE PROVIDED BETWEEN UTILITIES PIPES AT CROSSINGS WHERE THE 1.0 FOOT 70P OF FlT1Nri� 1 - 12" MJ 90' BEND ® y26LF 12" D.I. WATER NEW WALL MOUNTED STA:21+41, 1& 72 ® 6 �O EL 19.7t T 3 I PIV ASSEMBLY (DCVA 8 LF 6"0 CL52 D.I. 13 w�TFR `� '�`j VERTICAL SEPARATION IS NOT AVAILABLE. v �o 32791 �- ' 1 - 12" GATE VALVE (FLxMJ) o STA:84+16.43 INSIDE RISER ROOM) STA:98+33.05 �2�3 ood\�- --. .?s �Issse• Gti 1 - THRUST BLOCK N 1 (E'SMT CTRLINE) = STA.83+81.46, 0.04'R (E'SMT CTRLINE) _ �; �,� ss \ sv `SjONAL O� so STA'.85+23.69, 0.25'L o 1 I STA: 45+78.75 (WEST) (E'SMT CTRLINE) = STA: 54+63.26, 1 • �0 3 So �' O CTA. 86 , 23 A Z (E'SMT CTRLINE) _ ' I 1 - 12" MJ 90' BEND CTA_ AC , , Z \ _ �lI (WEST)STA:46+13.72, 1104'1113.00' R (EAST) = 14 LF 12" STAR 71.49, (WEST) o 1 - THRUST BLOCK 1 - 12" MJ x 8" FL TEE STA: 70+84.39, D.I. WATER ; 1 2 12 Sc p `J so so TOP 1 FITTING 1 - 12" MJ x 6" FL TEE 1 - 8" GATE VALVE (FLxMJ) 43.72' R (NORTHEAST) I .1. WATER oc SSMH TYPE II 48" \ EL _ 20.it 1 - THRUST BLOCK I 1 - THRUST BLOCK 1 - 12" MJ 45' BEND I I RIM=28.51 1 - 6" GATE VALVE (FL x MJ) 30 LF 8"0 CL52 D.I. - THRUST BLOCK 1 �G° 12" PVC I.E.E=14.31'�'\�_ so STA:85+23.31, STA-98+1&61b MD - I _ 10.55'R 1 - FIRE HYD. ASSY I SSMH TYPE it 48" E'SMT CTRLINE - I I ° 12" PVC I.E. W-1 A z,1 (E'SMT CTRLINE) _ FILLED WITH WATER ) I �` 3 A / ��\ T J q \ STA:54+48.81, 1292'R � 8" VC S�„=-44 1 ;Z!-�§19�6 (WEST) I RIM=25.11 I TOP OF FITTING 1 - 12" MJ x 6" FL TEE STA,44+71.87, 10.551 10 LF 6"0 CL52 D.I. 8" N. I.E.=18.07 EL ' 24.3f 1 - 12" GATE VALVE (FLxMJ) CONNECT TO EXISTING 12" MAIN j 1.5" IRRIGATION METER PER CHANNELED � HANNELED TOE & S. I � � .C.O.R. CH pOFNT 1 - THRUST BLOCK I 3 I F PER C.O.R. STD. PLAN 300.1 STD. PLAN - 320.3 1 - 6" GATE VALVE (FL x MJ) I b STA:100+80.19, 4.61' R (E'SMT CTRLINE) PROPOSED 15' WATER EASEMENT 1 - FIRE HYD. ASSY 1 STA: 73+05.84, 4.61' R (NORTHEAST) � STA:98+18.94� 16.74'R I � I \ J N 12"x12" TAPPING TEE (MJxFL) - -- 25�7 LF 1 .ee' � (E'SMT CTRLINE) = 1w � � p I - - - - - - - D.I. W T R STA.86+1Q34, 286'R PROPOSED 1Q 1 �, ' 12" TAPPING GATE VALVE (FLxMJ) STA:54t49.14, 29.74'R 9 LF 6"0 CL52 D.I. 3 I I o TEMPORARY PLUG (MJ) WITH 2-INCH TAP CENTERLINE OF (E'SMT CTRLINE) = STA.41+13107, 0.10'LBUILDING AND 2-INCH BLOW -OFF ASSEMBLY T PROPOSED WATER MAIN (WEST) 762,550 SF NEW FIRE HYDRANT PROPOSE 15' o I I CONCRETE BLOCKING 1 - 12" MJ x 6" FL TEE ASSEMBLY PER 3 WATER EAS MENT I I NOTE: NEW WATER MAIN TO BE INSTALLED _ W w FF - 29.78 C.O.R. STD. PLAN I° - 12" GATE VALVE (FLxMJ) _ C5.1 `� I � � I �I BETWEEN 6 AND 8 FEET FROM THE CENTERLINE J 1.5" IRRIGATION DOUBLE 1 - THRUST BLOCK ILL \ OF THE EXISTING STORM LINE AND STRUCTURES CHECK VALVE PER r t^= 1= - IE V x MJ 1J I I C.O.R. STD. PLAN - 1 - IRE HYD. ASSY o 1 I ; 1 C.O.R. STD. PLANE- 320.3 4 / 340.8 • INLET INTO 8' 3 - STA:86+10.35, 1Q10'L CENTERLIN OF I `� I I ;; STA: 100+70.20, 4.25' R (E'SMT CTRLINE) = C5 1 C5.1 C5 2 architects S CTRLINE = TOP OF FITTING EL = 24.8t PROPOSED WATER AIN I STA: 72+95.85, 4.25' R NORTHEAST - - - - - - - - - - - - - X 200 SWALE 5.0 ( ) 88' R+(WEST 128TR I I ' N �. PER C.O.R. STD. PLAN 3 0.1 ) 2.0" RPBA IN "HOT BOX" ' ` � (WEST) STA:95+18.53, 1.38'R � I "; � PER C.O.R. STD. PLAN - 350.2 4 CL52 D.I. (E'SMT CTRLINE) = 12 1 I �. VERTICAL CROSSING (MJxFL) FOR POLYPIGGING /• 1 L I STA:51+4&72, 1&31'R - - -- SD D SSMn i ii-�-n -ro .: - - I 6"0^ PAII I ' p ! 1-BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG C5.2 950 Pacific Avenue, Suite 450 RIM-24. 9 _ NEW FIRE HYDRANT 1 - 12" M x 6' FL TE 1-BLIND FLANGE ON BOTTOM (FULL OF WATE) - ASSEMBLY PER 1 - 12" GATE A E7FLxMJ I I ' 1-PLUG(MJ) WITH 2" TAP & 2" BLOW -OFF II II C.O.R. STD. PLA 1 - R ST BLOCK � _ � _ _ � :; J I -• I 1 TEMPORARY BLOCK 2.0 DOMESTIC AND 1.5 IRRIGATION METER Tacoma WA 98402 SEE SHEET C5.0B FOR � 3 I-�' I 1 � AS BUILT WATER IN 13 3101 C5.1 1 - 6" GATE VA V (FLxMJ) Ti FORI : 1 NTS 253-572-4903 STA:91+76.64, Q86'L STA:95+an. 1&01'R 1 - FI YD. ASSY I ; THIS AREA. STk32+ 4% 1 zlt (E'SMT CTRLINE) _ (E'S T TRL - X _ 1 i IN I I o� ► GENERAL NOTES: I I 1D53 ELF R 1 - 12" FL x 6" FL TEE STA:51+48.98, 28.01'R 9 LF CL52 D.I. - " 1 1 II I WATER KEY NOTES: 9�,1 48" 3 NV 13 1 IClient: STA.89+61. Rµ26ii 2 - 12" GATE VALVE (FLxMJ) 1 if T7 ALTO tom. 1 - THRUST BLOCK I 11 8" PVC LE�N=19.99'�6� � I � 1. SEE SHEET C3.1 AND C3.2 FOR UTILITY STA:40+30.46, Q52'L W. 11 1. 2009' -` _ I 1 - 6" GATE VALVE (FL x MJ) 2 I I I I I I 3 I PROFILES. INSTALL 12" TEMPORARY END CAP AND TEMPORARY BLOCKING ON pnu A STA:91+76, 5.01'R 1 - FIRE HYD. ASSY 5•0 III EXISTING 12" WATER LINE (BY CITY FORCES). PROVIDE A MINIMUM 1po I (E'SMT CTRLINE) = 13 I 3 OF 5 FOOT SPACING BETWEEN END CAP AND NEW WATER LINE STk30+29.46.6•46� ° N I I 2. CONTRACTOR SHALL ADJUST EXISTING STA:89+63.17, 2.77' R , ST •32+�•28' 1OPO NEW FIRE HYDRANT , INSTALLATION FOR TEMPORARY BLOCKINGS. FINAL CONNECTION TO ° TOP OF FITTING EL - 25.6f5 LF 6"0 CL52 D.I. PROPOSED 15' ASSEMBLY PER I I I ; UTILITIES AND APPURTENANCES THAT REMAIN EXISTING WATER LINE TO BE DONE BY CITY FORCES AFTER (E'SMT CTRLINE) _ WATER EASEMENT C.O.R. STD. PLAN 3 00�0 I II I I I TO FINISH GRADE WITHIN THE PROJECT STA: 40+29.25 (WEST) = N y 3 - 13 78 LF 12" 263 LF 12" 310.1 3 COMPLETION OF INSTALLATION, CLEANING, TESTING AND DISINFECTION STA: 30+30.00, 5.25' L (SOUTH) 115 LF 12" C5.1 I / BOUNDARY AS NECESSARY. I. A 4 3 I / 3. ALL MECHANICAL JOINT FITTINGS AND VALVES OF NEW WATER MAINS. 1 - 12" MJ 90' BEND I _ _ _ _ /�► V' - � I F 12 - - - cs � 78 LF 12' D.I. WATER I C NG N ' �' �2 EXISTING METERS ARE TO BE REMOVED AND REPLACED. NEW PROLOGIS 1 - THRUST BLOCK o I 5 D.I. WATER � I SHALL HAVE RESTRAINED GLANDS EQUAL TO 8 HIS CO ST I!0 RE D DRAWING IS A COPY MEGALUG SERIES 1100 IN ADDITION TO METERING NUMBERS WILL BE ASSIGNED BY THE WATER PURVEYOR N - OFTHEA P OV DNS UCTI NDRAWINGS CONCRETE THRUST BLOCKS PER CITY OF 1272E Gateway Dr., Suite 110 - SOUTH - - - - - - - J 1 /// REPAR Y NO A C ITEC S AND HAS BEEN RENTON STD PLANS 330.2 AND 330.3 ON AFTER INSTALLATION. NUMBERING OF THE EXISTING METERS IS AS Y y - ---- - --- ---- I I FOLLOWS: - - EDITED EFLECT SB I CO DITIONS. THE SHEET C5.2. DOMESTIC: 3" - RADIO #154771030 (#006360 COR MAPPING) Tukwila, WA 98168 SSMH TYPE II 48"� so - s� - SD so INFOR M PROVI ED THE E RECORD 4. WORK ORDERS WITH THE DRY UTILITY - - - __ _ ='r ' - J FIRE: 10" - RADIO #15494768 (#006361 COR MAPPING) 206-414-7625 - DR S IS M INA 1 N OF FIELD SURVEYED RIM=24.56 � �-- � - . _ . --- - '. �_ PURVEYORS AREN'T AVAILABLE AT THIS TIME / �- I " / 7 ° /� L-- _ __ • 0TR -�_� ��\; LDREVISIONS. AS THEY'RE IN THE DESIGN PROCESS. 8" DI I.E. E=20.81' 4 �� M b D CU NTE FIE 8" PVC I.E. SW=20.56 1 N /� -CEN7ERLlNE..OF_ (E'SMT CTRLINE) CONTRACTOR TO COORDINATE WITH THE S-404203 8" PVC I.E. N=20.36' 5.0 ss o �/ €O WATER-MMN = STA:35fO2.89, 11.0TR -� OTHER UTILITIES PRIOR TO CONSTRUCTION. I _ST��X29, 12.89'R -� I - DISCEPANCIES SHALL BE BROUGHT TO THE W-404203 SSMH IYPE II 48" 1 - 12" MJ 90' BEND�� ATTENTION OF THE ENGINEER AND CITY OF R-404216 RIM=25.03 STA:9go 10+75.72, 1.09 _ ��_ 1 - THRUST BLOCK' r _f RENTON FOR REVIEW PRIOR TO 8" PVC I.E. SE=20.93' I I /� / . 8" PVC I.E. W=20.73' (E'SMT CTRLINE) _ - I - _ _ _ = TOP OF Finn EL - 26.1f 3 CONSTRUCTION. IN COMPLIANCE WITH CITY OF RENTON STANDARDS 1 REVISED PER CITY COMMENT LETTER DATED 12/21 18 JRE 04 02 19 • SSMH TYPE II 48" A; -_ 3 CROSSING TABLE CROSSING # FINISHED GRADE PIPE 1 PIPE 2 DIFF 0 26.40 12" DI WATER 8" PVC SEWER IE=20.60 CROWN=19.27 1.33' 0 26.19 8" CPEP STORM 8" PVC SEWER IE=22.85 CROWN=19.42 3.43' 0 26.32 12" DI WATER 8" DI STORM C ROW N=21.42 I E= 22.67 1.25' ® 27.81 12" DI WATER 18" CPEP STORM IE=22.71 CROWN=21.44 1.27' 50 26.41 12" DI WATER 18" CPEP RD IE=21.31 CROWN=20.59 0.72' * © 25.26 12" DI WATER 8" CPEP STORM CROWN=21.26 IE=21.69 0.43' * 70 26.23 8" CPEP STORM 18" CPEP RD I E=20.96 CROWN=19.47 1.49' ® 29.69 12" DI WATER 18" CPEP STORM I E=23.36 CROWN=22.36 1.00, 90 26.46 2" DOMESTIC WATER 12" CPEP STORM IE=24.21 CROWN=23.13 1.08' 10 31.46 12" DI WATER EX. 10" STORM ADS CROWN=25.56 IE=27.08 1.52' 11 28.61 6" DI WATER 18" CPEP STORM I E=24.03 CROWN=22.54 1.49' 12 26.84 12" DI WATER 12" CPEP STORM CROWN=22.84 IE=23.58 0.74' O3 28.08 6" DI WATER 18'' CPEP STORM CROWN=20.91 IE=21.41 0.50' 14 27.75 12" DI WATER 18'' CPEP STORM CROWN=20.97 IE=21.47 0.50' H H _0 2 REVISED PER CITY COMMENTS DATED 05 07 19 JRE 06 03 19 , RIM=25.81 1 - 12" R 45' BEND I NEW FIRE HYDRANT I ® DEVELOPMENT ENGINEERING 8" PVC I.E. NW=21.26' � � � 1 - THRUST BLOCK I1 � � l f I I'` ,� �I ASSEMBLY PER 3 REVISED PER CITY COMMENTS TO C2.0, C6.0 & C6.2 JRE p6 21 1g is z 8" PVC I.E. SE=21.36' 1 I f ; C.O.R. STD. PLA 3 4 REVISED PER CITY COMMENTS TO C6.0 JRE 06 25 19 Bbannwarth 10/28/2020 SEE SHEET C5.0B FOR i I II 310.1 C5.1 5 REVISED PER CITY COMMENTS TO NGPA & WALL HEIGHTS JRE 07 23 19 3 O �J STA:90+9&M 0.29'R 6 REVISED WATER QUALITY TREATMENT VAULT C3.0, C3.1, C3.4, & C3.5 JRE 08 20 19 ------ _yam,/ I ' AS BUILT SEWER IN II (E'sMr CTRLINE) _ / 7 CONSTRUCTION COORDINATION SET JRE 10 21 19 VN 0' 25' 50' 100' Know what's below.Z THIS AREA - E_u 4s" `^ / // j1 - 12" MJ 45' BENDSTA:31+61.24, 1110'R 8 CONSTRUCTION COORDINATION SET - PSE/SDWLK REVISION JRE 12 20 19 ' ' RIM=28.50 / / �� / / 1 - THRUST BLOCK 8A REVISED WATER CONNECTION PER CONFLICT WITH HP GAS MAIN STN 10 30 19 CCNUMUCTED 1"-50' Call before you dig. 8" PVC I.E. S=22.40' / �� TOP OF FITTING EL - 2&91 9 PSE/SDWLK REVISION CITY COMMENTS C6.0 & C6.2 JRE 1 14 202E 8" PVC I.E. N=21.90' / / / / 10 CONSTR. COORD. REVISED ROOF DRAIN CLEANOUTS, ADDED CB#7A JRE 1/16/2020 SUS SCAB. VERTICAL. DAMMVD I • PROLOGIS RENTON 9 i/i 6/1$ 11 REVISED WATER SERVICE LINE TO BUILDING JRE 5 13 2020 DESIGNED; 1 ~ = 50' HORIZONTAL: NAD ieea/�eei \, CITY OF 601 MONSTER ROAD SW Fl°-DBD°"' 12 REVISED ADA RAMP DETAIL 2, SHEET C6.2 JRE 7 24 202E J. Eaves/J. Hein � RENTON PAS � 13 REVISED UTILITIES FOR TENANT IMPROVEMENTS JRE 8 27 202E °R"w"` Record Drawingdocuments 03-15-2021 J / / J. Eaves/J. Hein ONE INCH DRAWING N0' 14 REVISED PER CITY TENANT IMPROVEMENT COMMENTS JRE 9/15/2020 CHECKED: DATUM Plannin Buildin Public Works Dept. COMPOSITE STORMWATER DRY UTILITIES C5.0 C O S. Nelson AT FULL SCALE (�/ (�/ P 1 J • O IF NOT ONE INCH VV i NO. REVISION BY DATE APPR Amw&D: SCALE ACCORDINGLY SANITARY SEWER, WATER & FIRE PLAN SHEET: 1s Of'. 0 z O z LJJ rr rU) V O J O rr n 0 Lf� U SS-WAT CROSSING GRADE = 27.02, 2.0' COVER CROWN WAT = 23.00 IE WAT = 21.95 CROWN SS = 25.01 PRIVATE SS CLEANOUT #3, SS I.E. = 24.30 I N:175670.68 458• E0a 1291344 9 1z81jQ! 4& 111 a RD L_--- 4335F PRIVATE 8"0 PVC W W ®3.83q W o CB#13, TYPE 2, 60"0 N:175650.51 - - - - - - - - - - --LA291 SD - SD SO '�U SD - SO D S ��0 -So 0� / PRIVATE GREASE INTERCEPTOR VENTS PER MANUFACTURERS O - ss ss SPECIFICATIONS / G RIVATE GREASE INTERCEPTOR t`�QJ 14 0 CASTLE SINGLE VAULT SYSTEM ll OR APPROVED EQUAL - SEE DETAIL SHT C5.0B sN N:175606.83 #3 '� 1-1 A96 'E- E:1291285.56 4,&-LF PRIVATE 8"0 PVC ® O ss 1.0% O PRIVATE SAMPLING TEE, 3- N:175601.52 Pv0 ® E 1291276.35 8 m �� PAIN F� - EX. SSMH-S TYPE 2-48 STA: 0+10.00, 0.0 ' I - SANITARY SEWER EXTENSION PRIVATE SSMH#3, 48"0 TYPE 1 N ;;;66 4 A �9. N:175647.70 L E:12M327.72 44' 6" THICK ETHAFOAM PAD 22 -24-LF PRIVATE SS CLEANOUT 11, PRIVATE SS CLEANOUT #2, „ „«,n ,� PRIVATE 8" 0 N:175671.66 N:175671.72 .---6*r� �J----�56�3�8- T PVC C900 E:12MM.9 E1291463.7 ® 9r86*1.4X RD RD p RD RD RD 10 LF PRIVATE 8"0 PVC 2.00% PVC a 1.007. -&4. LF PRIVATE 8"0 60-5✓ LF PRIVATE 8"0 PVC ® �� a7% 67 ---- --- PRIVATE SSMH#1, 48"0 TYPE 1 . 75663.98 N �5ss+38 -F- ,P94 396 96 E:12M397.45 W - W W W W W i3VdW0' CB#12.--TYPE2.48"0 1 ' L - - -4t47566a67 SS-WAT CROSSING GRADE = 27.70, 2.64' CO> R PRIVATE SSMH/2- TYPE 1 CROWN WAT = 23.79 (POTHOLED) 1 _ IE WAT = 22.74 CROWN SS 25.011 SS I.E. = %4-30 SS STM CRO Wt .64 COVER CROWN STM 21.41 SS I.E. = I SCALE: 1 " = 20' 30-T WATER NOTE: - _$ / - WATER MAIN IS SHOWN PER DESIGN,- / CONTRACTOR SHALL POTHOLE AND FIELD / VERIFY THE DEPTH OF EXISTING WATER MAIN. 28 / CONTACT ENGINEER IF DISCREPANCIES OR PROPOSED GRADE / CONFLICT EXIST. �- SS-WAT CROSSING GRADE = 27.70, 2.64' COVER OWN WAT = 23.79 (POTHOLED) IE WAT = 22.74 22-24- LF 26 CROWN SS =-96.86-25.01 pRIVafE / SS I.E. = -2+35- / 24.30 PVC C9 0 1 Cl- 4 LF qt W Ii i / PRIVATE 800 PVC 24 - i A 20 EX. SSMH-SW2, TYPE 2-48"0 STA: 0+10 0.00' RIM = 26.94- 25.74 18 I.E. 8" (S) = 21.36, IN I.E. 8" (E) = 21.36, IN (NEW) I.E. 8" (NW) = 21.26, UT - LADDER - EAST 16 14 12 PROLOGIS RENTON 9 601 MONSTER ROAD SW A PORTION OF THE NW 1 /4 OF SECTION 24, TOWNSHIP 23, RANGE 4 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON SEE SHEET C5.OB FOR - AS BUILT WATER IN SS 00 STA: 0+5as, SS Co STA: 0+6a6, 11191- THIS AREA. 0.61 RN1m 26.12 RIM= 25.02 C PVC (E&VO - 22.94 C PVC (E&W) = 23.04 I CONNECT TO EXISTINGOf BUILDING SEWER LINE25 'WYE" I.E. = 24. 71WITH 26.06w 25.78 CLEANOUT "WYE"3LF h6" ---- -------- ------------ "06"xl-1/4" 26.246" REDUCERPVC / "P" 26.25RIM = 29.78 26.TRAI.E. = 24.6t 4LF 4"34'x42' ® 1.0' NEW 6" C NC.PVC PAD FOR COMPAC OR. w 38LF 1-1/4"0 "SLOPED TO DRAIN PVC FORCEMAIN Q E-ONE MODELINA0133POI STA:0+510, 0.71 GRINDER PUMP (OR I 26.25 �� 26.24 RIM= 26.18 APPROVED EQUAL) -SEE PUMP TAIL 1 SHEET C5.OB YSTEM POWER & 14r� SQUARE DRAIN REMOVE AND REPLA E 26.25 w/ BOTTOM OUTLET 34'x60' EXISTING C C. CONTROL BOX PER MANUFACTURERS 7 RIM =X�7 TRUCK APRON. RE FOR TRASH COMPA RADE OR. SPECIFICATIONS. TRAPZILLA M- C REMOVE 35LF OF TRENCH GREASE INTERCEPTOR (OR STA: +58.Z, 0.71 DRAIN. INSTALL NEW CAP APPROVED EQUAL) - SEE RIM 26.07 AT END. DETAIL 2 SHEET C5.OB TRASH COMPACTOR PAD GRADING & SEWER PLAN �21111��Z iL Q W C -I 6748-LF 60-55-.LF RIVATE_ P _ _ 0.796 BUILDING FINISH FLOOR 30 ELEV = 29.78 30 - - - - - - - - �I II I R6 TE 8 "0 P C ® 1.007 -- -- I I �.u7fi 12»0 D I. WATER AIN f I I _ 4-- I 1 I 8�.;{�1 52-49-LF I _ - - 14 I I 8"� PVC PRIVATE $ro TVA -1 - � I I _per-C9 N 14 ®a.gg1. I --- ---- ---- ----- ---- ---- - 1 1 SS-STM BOSSING I I GRADE = 27.72, 2.6 ' COVER 1 1 IE STM=-19.8i-19.78 1 CROWN STM=-24.44-21.41 SS I.E. 24.25 - - - - - - - 120 - - - - - - - - - - 18"0 CPEP SD- 15 0.11% PRIVA SS CLEANOUT 11, 1 PRIVATE SSMH#2, 48"0 TYPE 1 STA:2+86.5, 5.81 1 RIM = 29.06 'RIVATE SAMPLING TEE 1 RIM = STA:1+6 .8, 1.4'L I.E. 8" W = 25.88 I 18 STA:0+74.3, 2.2R I I.E. 8" (E) -IN 24. , PVC L 1 'IM �_ 27�-i- 26,79 RIVATE SSMH#1, 48 0 TYPE 1 " - , 011T 22.5 I.E. 8" (SW) - 24..45� our 4.46, PVC + W.99 , 1A90 E. 8" E UT 22.52, PVC PRIVATE SS H#3, 48 0 TYPE1 IM = 29.46r 29.31 () _ CB#13, TYPE 2, 60"0 14 RIM 27.46 ' STA:1+ 4, 0.8 R / BACKFLOW VALVE - . 6, CPEP I.E. 18" ( =}8- RIM j� 27. .:- 8" (E) =P&P9 IN 25.02, P 16 J19.76 CPEP I.E. 18" (E) _ +9-�8- I.E. 8 (NE) 24.29, IN 24. 6, PVC E. 8" (N) _ � IN 25.02, PRI VA TE GREASE IN TERCEP OR I. E. 8" (N W) 9.46, IN 23. 7, PVC �, Ell20.56, PVC I.E. 8 = . _ Pyc10 LF E. 8 W = , OUT 24.92, VC OR PPROr%v EQUA - LF I.E�n (SW) PRIVATE 8"0 PVC CB 12, TYPE 2, 48"0 SEED TAIL #3 SHT C .06 " PRIVATE SS LEANOUT #3, 0 2.00% RIVATE SS CLE NOUT #2, # PRIVATE 8 0 PVC RIM = 28,74 ' 34.8'R STA: 2+19.7, �- 14 . , 3.83% RIM = �8- 2 30 7.3'L LE. 18" (E) 19.94, CPEP MULTIPLE ACCE S LIDS, SEE DETAIL RIM = 27.44 I.E. 8" (S) = 25 40, OUT I.E. 18" (W) - 28-12 19.94, CPEP FOR RIMS I.E. 8" (SE) 24.80, OUT I.E. 4 (S) = 2; .2 9- 26.34, PVC IE 8" (NE) =SIN 22.71, PVC BAFFLE ELEV. IE 8" (SW) = 2249, OUT 22.52, PVC BAFFLE ELEV. 12 �FN 00n . Co O N NN �0 CD0 C3) 00N Co 00 CO Op O 0000 O t\ COLn t\ CO d- Co I�'V- N 03 N Co NO Do Od N C4 co N 00 N co N CN Do04 CN N Do 04 N 00 NN NN SANITARY SEWER PROFILE HORZ. 1 "=20' VERT. 1 "=2' 28 PATJ 24 22 20 I� I 12" 0 ROOF DRAIN LINE BUILDING FOUNDATION 3442' NEW 6T CONC. PAD FOR COMPACTOR. SLOPED TO DRAIN SCALE: 1" = 20' 30 28 26 - _T4r Q•A � REMOVE AND REP �DRAIN SQUAR CZ 11151 w/ BOTTOM OUTLET 34 x60 EXISTING CONC. RIM = z1(r9� 25.97 TRUCK APRON. REGRADE U REMOVE35LF OF TRENCH FOR TRASH COMPACTOR. - DRAIN. LL NEW -CAP" 24 6" CLEANOUT "WYE* AT ENE. 6"xl-1/4" REDUCER CTR. INLET = 0.2;- INLET CAWD 90T. OF S=IURE = 24.04 = 29.78 -RIM I.E. = 24.6t LE= 18 CTR. OUTLET = INLET CALCD BOT. OF S1RU = 24.08 CTR. OUTLET = 3LF 4"0 PVC CTR.INLET = " -Ipi-� 22 CONNECT TO EXISTING 6- 2Z PVC ®1 OX BUILDING SEWER LINE "WYE" TRAPZI MODEL#TZ-160-ECA WITH I.E. = 24.5t GREASE INTERCEPTOR OR f ONE MODEL#NAO133P01 APPRO EQUAL) - SEE GRINDER PUMP (OR DETAIL SHEET C5.OB APPROVED EQUAL) - SEE STA:O+ a71. DETAIL 1 SHEET C5.OB STA-0+52.10, 011. ss co r- 5411. 0281 20 RIM= 26.18 0.6'L M- 26.12 Ir (EW - 2294 . _ 4r PVC (EMt ,*04 � O CD N N N N COMPACTOR DRAINAGE PROFILE HORZ. 1 "=20' VER T. 1 "=2' RECORD DRAWING NOTE: THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY INNOVA ARCHITECTS AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED 1 REVISED PER CITY COMMENT LETTER DATED 12/21 18 JRE 04 02 1s 1 INFORMATION AND DOCUMENT D FIELD REVISIONS. 2 REVISED PER CITY COMMENTS DATED 05 07 19 JRE 06 03 19 CONSTRUCTED 1 1 DUCTED 3 REVISED PER CITY COMMENTS TO C2.0, C6.0 & C6.2 JRE 06 21 19 4 REVISED PER CITY COMMENTS TO C6.0 JRE 06 25 19 5 REVISED PER CITY COMMENTS TO NGPA & WALL HEIGHTS JRE 07 23 19 6 REVISED WATER QUALITY TREATMENT VAULT C3.0, C3.1, C3.4, & C3.5 JRE 08 20 19 7 CONSTRUCTION COORDINATION SET JRE 10 21 19 8 CONSTRUCTION COORDINATION SET - PSE/SDWLK REVISION JRE 12 20 19 8A REVISED WATER CONNECTION PER CONFLICT WITH HP GAS MAIN STN 10 30 19 9 PSE/SDWLK REVISION CITY COMMENTS C6.0 & C6.2 JRE 1 14 2020 10 CONSTR. COORD. REVISED ROOF DRAIN CLEANOUTS, ADDED CB#7A JRE 1/16/2020 SURVEYED: SCALE: 1 a = 20' 11 REVISED WATER SERVICE LINE TO BUILDING JRE 5 13 2020 DESIGNED: J. Eaves/J. Hein 12 REVISED ADA RAMP DETAIL 2, SHEET C6.2 JRE 7 24 2020 13 REVISED UTILITIES FOR TENANT IMPROVEMENTS JRE 8 27 2020 / / J. Eaves/J. Hein ONE INCH 14 REVISED PER CITY TENANT IMPROVEMENT COMMENTS JRE 9/15/2020 CHECKED: S. Nelson AT FULL SCALE IF NOT SONE INCH CALE ACCORDNHGLY NO. REVISION BY DATE APPR APPROVED: 0 10 20 40' Know what's below. 1°-20' Call before you dig. HORIZONTAL: HAD HAD 1913/1991 ' CITY OF RENTON DATUM Planning/Building/Public Works Dept. 14'-6" x 8' CONC SLAB - FOR ELECTRICAL - REFER TO STRUCTURAL i PLANS SUBMITTED FOR OLLARDS, TYP. 2 TENANT IMPROVEMENTS- - LACES _ - - - UNDER SEPARATE PERMIT. N 14' -6" x 40' CONC SLAB - REFER TO STRUCTURAL PLANS N SUBMITTED FOR TENANT / I ° IMPROVEMENTS UNDER ° SEPARATE PERMIT. t 1 ° I I ° ° @,� 3"RBA IN ABOVE GROUND HEATED "HOT I BOX" (2'-2"x5'-10") PER I 3 / C.O.R. STD. PLAN 350.2 I I3" DOMESTIC I METER PER C.O.R. I STD PLAN 320.4 I L ° I 14'-6" x 20' CONC SLAB - REFER TO s STRUCTURAL PLANS ° SUBMITTED FOR TENANT 3 ° , IMPROVEMENTS UNDER SEPARATE PERMIT. WEST WATER 3 SERVICE �• Mac, Q !4�$ 0 ram_ f SCALE: 1 " = 20' Q+ 0 RECORD DRAWING 03-15-2021 REUSE OF DOCUMENTS 14S DOCUMENT HAS BEEN SIM ElECTROWALLY IN ACCORDANCE NRH wAC 196-23-070 AND CHAPTER 19.34 RCW. UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT 1HLL INVALIDATE THE DOCUMENT, MY CERI1FICATION AND SMILATURE, THE IDEAS AND DESIGNS NWRPORATED HEREIN, AS AN INSTRUMENT OF THE PROFESSIONAL STRVICE, IS THE PROPERTY OF NNOVA ARCHITECTS AND IS NOT TO BE USED, N NHIOLE OR IN PART, FOR ANY OTHER PRO ECT WTHOUT NRITTEN AUTHORIZATION OF INNOVA ARCHITECTS. architects 950 Pacific Avenue, Suite 450 Tacoma, WA 98402 253-572-4903 ient: PROLOGIS 12720 Gateway Dr., Suite 110 Tukwila, WA 98168 206-414-7625 S-404203A W-404203A R-404216A IN COMPLIANCE WITH CITY OF RENTON STANDARDS H H DEVELOPMENT ENGINEERING Bbannwarth 10/28/2020 z PROLOGIS RENTON 9 601 MONSTER ROAD SW Record Drawing documents 03-15-2021 ADDITIONAL TENANT UTILITY IMPROVEMENT PLAN z W V J DATE 11/16/18 F1ELDBOOK: PAGE: O J DRAWING NO: C5.Oa O SHEET: OF: 16 51 Z O Z W /rr /V ) O J O n C) �1 J U III Trapzilla`a' Grease Interceptor a, ATHERMACO'rTechnology TZ-160-ECA Specifications PRODUCT FEATURES Constructed Of corrosion resistant materials suitable for installation in virtually any location. Compact footprint. - - Outlet Pipe 03.5 in Baffle structure retains separated grease increasing retention [8.9 cm] efficiency of separator - Includes one ECA-TZ-29 Extension Collar for in -ground installation. r,c?1_i_ Included lid rated for foot -traffic only-11-11-17-0-41 4-4 T 1 SPECIFICATIONS 26. cn a a '� 27.5 in [ ] , 1_ [69.9 cm] Construction: Single -Piece Rotationally Molded 77 Polyethylene Exterior Tank with Inlet/=+-,-i-+-1-1-I- Outlet Inverts secured using Patented interior Radial Compression Ring Flow Rating: 35 gpm (2.21 Its) f Liquid Capacity- 27 gallons (102 I) 03.5 in Inlet Pipe -- Grease Capacity: 22.7 gallons (85.9 1) [8.9 cm] 167.71bs. (76.1 11 Solids Capacity: 8-3 gallons (31.4 1) Inlet/Outlet 3" (75 mm) Product Weight: 60lbs. (28 Kg) 10 in [25.4 cm] CLEARANCE FROM TOP OF TANK REQUIRED FOR LID REMOVAL 27•03 LID = -24&A-8- S u PcCE i {]} 29.4 in [74.6 cm] �i22 in 4 in [55.9 cm[10.1 cm] 7.5 in [19.1 cm] 8 in - NET CA .Cb FROM BOT. l [20.3 cm] NFT CA= FM IN OF SMIMRE = 24M INLET OF S7MTURE EL. = EL. _ •2ieCf- v 2"' VENT END VIEW OUTLET MAXIMUM 35 In COLLAR 51DE VIEW EXTENSION [88.9 cm] MAXIMUM (TRIMMED) COLLAR 27 In 27.5 in EXTENSION [69.9 cm] [68.6 cm] 019 in [48.3 cm] 10.5 1n [26.7 Cm] t I =21 c12019 Thermaco. Inc. • All rights reserved • PatentedJPatents Pending • Specifications subject to change without notice Thermaco, Inc. • PO Box 2548 • Asheboro. NC 27204.2548 • (336) 629.4651 • www.trapzilia.com BOT. 4.04 GREASE TRAP INTERCEPTOR #2 WX SERIES, EXPLOSION PROOF PUMP IN A W SERIES SIMPLEX BASIN E/One EQUALIZER MUSHROOM VENT (FACTORY DRILLED FIELD INSTALLED) TRAFFIC RATED LID "COD" LIFTING ROPE - (NYLON) DISCHARGE SLIDE FACE QUICK D15CONNECT EL. = -26W& LE-23.1810 SS DISCHARGE 1-1/4 FEMALE NPT (FACTORY INSTALLED) ANTI -SIPHON/ CHECK VALVE BOTTOM - 19.98 26.18 oc 4 DIAMETER CHOICES SERIES SIMPLEX 24 © 30 STATIONS 36 HEIGHT CHOICES COVER OVER DISCH CHOICES 'H' COD RANGE "COD" 60 ( 24 ) L 24 ❑ 66 (24-30) 30 72 (24-36 ❑ 36 ❑ 78 (24-42) ❑ 42 ❑ 84 (24-48) ❑ 48 ❑ 90 (24-54) ❑ 54 ❑ 96 (24-60) ❑ 60 ❑ 102 (24-66) ❑ 66 ❑ 108 (24-72) j7] 72 ❑ 114 (24-78) ❑ 78 ❑ 120 (24-84) ❑ 84 ❑ 126 (24-90) 90 ❑ 132 (24-96) ❑ 96 ❑ 138 (24-102) ❑ 102 ❑ 144 (24-108) ❑ 108 EJ (DIMENSIONS ARE IN INCHES) FLEXIBLE �-DISCHARGE HOSE u I � EPDM INLET GROMMET �- (FIELD INSTALLED) EL = Z3.LI2_ LE-2278 ALARM EL =� c Min FROM BOT. OF FC11i FROM BOT. OF m S=g7URE Q 1.40 MUMRE - 22.06 r b" INLET -2t-&* ` =r7 gcl LOCATION EL. = OFF VARIABLE 2to 17- 30' MIN CALCb BOT. OF 13, 32 gal RE 24 gal VOLUMES SHOWN ARE FOR 024 .D" FIBERGLASS TANK WITH ANTI -FLOAT FLANGE SEMI -POSITIVE DISPLACEMENT TYPE PUMP DIRECTLY DRIVEN BY 1 HP MOTOR SGS 03 3l 08 1/16 INLET CHOICES DR BY I CHK'D DATE ISSUE SCALE 4" DWV PIPE (4.50 OD) ❑1'°, 4" DR35 PIPE (4.22 OD) 6" DWV PIPE (6,63 OD) 6" DR35 PIPE (6.28 OD) ❑ SEWER SYSTEMS WX SERIES PUMP IN A SIMPLEX NOTE W SERIES STATION THE PUMP A55EMBLY IS LISTED BY ETL TO FACTORY MUTUAL (FM) STANDARDS FOR CLASS I, DIVISION I, GROUP D, THE LEVEL CONTROL NA0133P01 SYSTEM, INTEGRAL TO THE PUMP, IS INTRINSICALLY SAFE GRINDER PUMP DETAIL#1 NOT TO SCALE OFIrn Trapzilla"i Grease Interceptor I Mgt, ru ATIiERMACOTTechnology TZ-160-ECA Specifications NOTES 1, READ instruction manual included with system before installingioperating. 2. Unit requires 6" (15.24 cm) of clearance all the way around the lid from walls or other structures to allow for servicing. 3. Make piping connections with rubber "No Hub" connectors. 4. Keep outlet piping as straight as possible. Use only "sweep" connections. 5. Install vent on outlet piping. 6. If installing in conjunction with other Trapzilla products, include cleanout port before, after, and/or between each unit 7. Do not install "P" Trap on outlet connection of tank (unit already has internal gas trap). 8. Do not reduce pipe size on outlet piping 9. Do not pressure test unit. Equipment must be installed in compliance with all applicable laws, regulations and codes, including plumbing codes. Instal- lation should be performed by a qualified plumbing contractor. JCUB SPECIFICATION Grease separator(s) shall be Thermaco Trapzilla hydromechanical grease interceptor system(s) as manufactured by Thermaco. Inc., Asheboro, North Carolina as noted on plans. SEPARATOR SPECIFICATIONS Furnish and install Thermaco Trapzilla Model No. TZ-160-ECA, rotationally molded polyethylene grease interceptors) for above or below ground installation, shall be rated at 35 gpm (2.21 Us) with 22.7 gallons (85.9 1) 1167.7 IDS. (76.1 Kg) of total grease storage capacity with flat separation efficiency curve capable of holding 84% of volume in free-floating fats, oils, and grease at capacity, with removable cover for grease and solids removal access, integral anti -flotation anchor ring for in -ground installation, integral horizontal baffle, laminar inlet flow diverter, integral vessel vent, separate storage compartments for grease and heavier than water solids, a unitary tank body and 3" (75 mm) inleVoutlet structures without gasket interfaces, utilizing an interior radial compression ring conjoining invert to tank outlet/inlet structures without bulkhead fittings and/or gaskets, invert top and bottom secured attachment points, sloping conical bottom for solids retention, integral sewer gas trap, and a fully re- movable polyethylene self -positioning cover with sealed thread fasteners. Includes one ECA-TZ-29 extension collar assembly. linear low -density rotationally molded polyethylene for field adjustability to optimal installation depth. SUBMITTAL OPTIONS 0 TZSP-40-ECA Sampling Port with 4" Inlet/Outlet, 0.5" fall and ECA-TZ-29 Extension Collar ❑ TZSP-48-ECA Sampling Port with 4" Inlet/Outlet, 7.8" fall and ECA-TZ-29 Extension Collar ❑ TSS-27-ECA Solids Interceptor for additional Solids Capacity ❑ VFCA-35 Vented Flow Control Assembly for installation at plumbing fixture level to limit flow to 35 gpm for installations With head height greater than 6' ❑ FTCA-22 Fabricated Top Cover Assembly with diamond plate aluminum surface for heavy duty fool -traffic, pallet jacks, food carts etc. (not rated for vehicle traffic) ( 12019 Thermaco, Inc- • All rights reserved • PatentedJPatents Pending • Specifications subject to change without notice Thermaco. Inc. • PO Box 2548 • Asheboro. INC 27204.2548 • (336) 629.4651 • www.trapzilia.com NOT TO SCALE PROLOGIS RENTON 9 601 MONSTER ROAD SW A PORTION OF THE NW 1 /4 OF SECTION 24, TOWNSHIP 23, RANGE 4 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON m E 0 GREASE INTERCEPTOR SINGLE VAULT SYSTEM 600 - 7,000 Gallon System - Dim "A" Clear Access Opening Contractor To Core Grill Or Knockout _ Hale In Field rP'pe 0 I N t" Draft l'-0"' o DETAIL I PLAN VIEW Slot Both Sides o Locking Frame & CoYer f Vent Pipes Adjust To Grade Alr & Gas Tight 1-Optional 2 27,00 3 Places (2 Places On 577-GA) L1 LID = -1 .ice LID =-7W.2•-A- LID =,,Q-?L�9fi_Q7 f i 2271 • BAFFLE OUT a ° >. ..a - Inspection Tee INLET T�� OUTLET -8.7- C1-- -- ------ -4 a--------i4 EL = •2449- L J 11 11 Tee or Elbow Ir 2252 = BAFFLE OUT tir,L _ I 14 iD Dim "E" c I c a 0 14 Water Depth IL 1 LJ 1 tD I E e Grout All Around got Len V Both sdes 3 11 Length B SECTION VIEW AA GGllon capa"t, r^. t500 2000 2500 3000 4000 5000 6000 Modd No. -s .!,-GA 612-1 12-CA 2-GA _ 2-Gu t4-CA 8-GA --'4 Olm'A- 0- 0- 0" _ -2- 12' _or -- 7_8" 1 '-t- 1 -_t' '-7- 1 11' 1 Dim "B- + 6' 4' a_" 5 0" 8' W-8' 6 a• 8 0- 8 0- 9' 7' a' 11- 91 1, Drm 'C• 7• 7' - r- : - g,_0• - g•_-• ®• - g� - Ic lo' D1m -D- 3'- 4'- 4'-: 4'-i 5'-6 1 " 5'- e _ e _ Water Depth Dim "E" 3'-3 4'-4 s-10 _ S' 3'-9 1/2- 4'-9" 4'-9 6,_3 Design Criteria: - Notes: Uniform Plumbing Code - Appendirc H 1, Concrete: 2a Day Compressive Strength rc - 7000 psi Number Of Meals x Waeto Flow Y Retention a Starvge -Capacity 2. Rebari ASTM A-615 Croce 60 w" Per Peak HoRate Time Factor In Gallons 3. Mesh- ASTM A-105 Grade 65 4_ Desigm ACI-318-02 Building Code ASTM C-657 'Minimum Structural Design Loading For Underground Precast Concrete Ut111ty Structures" 5. Loads: H-20 Truck Wheel w/ 3OX Impact Per AASHTO 6. Fill w/ Clean Water Prior To Start -Up Of System 7. Coe tractor To Supply & Install All Piping & Sampling Tees a. Gray water Only, Black Water Shell Be Carried By SCALE: 318 = 1'-0" Separate Side Sewer Items Shown Are Sugled To Grange Withoul Not - Issue Dal.: April 2016 131 O 19112-2016 Okkegle Precast, Inc. GREASE INTERCEPTOR #3 14'-6" x 40' CONC CROSSING INFO. SLAB - REFER TO GRADE = 26f 14'-6" x 20' CONIC STRUCTURAL PLANS IE 12" STM = 22.5t ROOF DRAIN SLAB - REFER TO SUBMITTED FOR TENANT CRN 4" WAT = 22.0f CLEANOUT STRUCTURAL PLANS IMPROVEMENTS UNDER ENCASE IN ETHAFOAM TO RIM = 26.0 SUBMITTED FOR TENANT SEPARATE PERMIT. PROTECT PIPE ® IE = 22.38 IMPROVEMENTS UNDER CROSSING. 00 SEPARATE PERMIT. - I I X I ROOF DRAIN Q 4" D.I. WATER 1 " PVC ROOF I / DRAIN ® 0. 0% CLEANOUT SUPPLY OR IN ® 0.30% /l- - 3" DOMESTIC RIM = 25.0 Q - - - - - - - - - - METER PER C.O.R. IE = 22.28 r - - 4" 45 4" D.I. WATEfja PLAN 3208" PVC DRAIN Pd.K � CItY SUPPLY + 90' BEND STD .4 ®0.50q BEND (MJ) MT& =4 4. �� 4' 90' BEND (Y SHACKLE 4"-90' BEND TO 7 4e( AD VALVE AND 4" VALVE I 4" GATE VALVE INSIDE VAULT UPSTREAM Q i -- OF METER lEE r. FL 4" TEE (FL) �' 4' TEE LINE�M �� 4" 45' " (FLxMJ) ADAPTER 8 11111 LED ON M D I I BEND (MJ) 4" (FLxMJ) I EAST SSE OF ME1M ADAPTER I --- -- -- - - - - - - - - - I I CROSSING INFO. 4" (FLxMJ) 4" 90' CUT IN (BY CITY FORCES) 3" RPBBEND (MJ)A IN ABOVE GATE VALVE GRADE = 25.9t NEW 12"x4" TEE (MJxFL) IF 8" STM = 22.5t 14 GROUND HEATED "HOT 4" 90' I I 4" GATE VALVE (FLxMJ) 6" D.I. FIRE CRN 4" I I BEND (MJ) BOX" (2'-2"x5'-10") w/ CONC. "C" CURB I WAT = 22.Ot PAINTED RED "NO I 12" GATE VALVE (MJ) HYDRANT & SPOOL I I ENCASE IN ETHAFOAM 6" DRAIN LINE (AWWA I SOUTH OF TEE TO PROTECT PIPE ® STDS.) PER C.O.R. STD. P.I.V. PER CITY PARKING", 7YP. CROSSING. PLAN 350.2 DETAIL 320.4 4" D.I. WATER CONC. 12THRUST 8 OCKI) SUPPLY 11 12" D.I. 12" GATE 14 I I 12" GATE 12" D.I. WATER MAIN 14 12" D.I. VALVE VALVE WATER MAIN WATER MAIN ---- - - - - --- -� - - - - - - - - - - --__ _--m- o - - - - - - L____--_ __--__-__--�il- �-�i------�_-__®____-_a ___-____ ENLARGER WATER CONNECTION DETAIL 1 REVISED PER CITY COMMENT LETTER DATED 12/21 18 JRE 04 02 19 11009 1 1 UCTED 2 REVISED PER CITY COMMENTS DATED 05 07 19 JRE 06 03 19 3 REVISED PER CITY COMMENTS TO C2.0, C6.0 & C6.2 JRE 06 21 19 4 REVISED PER CITY COMMENTS TO C6.0 JRE 06 25 19 5 REVISED PER CITY COMMENTS TO NGPA & WALL HEIGHTS JRE 07 23 19 6 REVISED WATER QUALITY TREATMENT VAULT C3.0, C3.1, C3.4, & C3.5 JRE 08 20 19 N 7 CONSTRUCTION COORDINATION SET JRE 10 21 19 8 CONSTRUCTION COORDINATION SET - PSE/SDWLK REVISION JRE 12 20 19 8A REVISED WATER CONNECTION PER CONFLICT WITH HP GAS MAIN STN 10 30 19 g PSE/SDWLK REVISION CITY COMMENTS C6.0 & C6.2 JRE 1 14 2020 10 CONSTR. COORD. REVISED ROOF DRAIN CLEANOUTS, ADDED CB#7A JRE 1/16/2020 SURVEYED: SCALE: 1 w = 2or 1 1 REVISED WATER SERVICE LINE TO BUILDING JRE 5 13 2020 DESIGNED: J. Eaves/J. Hein 12 REVISED ADA RAMP DETAIL 2, SHEET C6.2 JRE 7 24 202Q 13 REVISED UTILITIES FOR TENANT IMPROVEMENTS JRE 8 27 2020 / / J. Eaves/J. Hein 14 REVISED PER CITY TENANT IMPROVEMENT COMMENTS JRE 9/15/2020 CHECKED: ONE INCH AT FULL SCALE S. Nelson IF NOT NO. REVISION BY DATE APPR APp�: SCALE ACCCOO INCH RDINGLY SCALE: 1 "=5' NOT TO SCALE RECORD DRAWING 03-15-2021 RECORD DRAWING NOTE: THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY INNOVA ARCHITECTS AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. o' 2.5' S' 10 Know what's below. Call before you dig. N.A�HORIZTAL:N[19/1991 4 CITY OF %1 RENTON DATUM Planning/Building/Public Works Dept. REUSE OF DOCUMENTS THIS DODYI31T WS BEEN SIGNED ELECTRONICALLY IN ACCORDANCE WTH WAC 196-23-070 AND CHAPTER 19.34 RCW. UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS M MENT WIL INVALIDATE THE DOCUMENT, MY CERTIFICATION AND SIGNATURE THE DEAS AND DESIGNS INCORPORATED 14ERETN. AS AN NSIRl1MENT OF THE PROFESSIONAL SERVICE, IS THE PROPERTY OF INNOVA ARCHITECTS AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PRO.ECT UTHOUT WRITTEN AUTHORIZATION OF INNOVA ARCHITECTS T r� architects 950 Pacific Avenue, Suite 450 Tacoma, WA 98402 253-572-4903 ient: PROLOGIS 12720 Gateway Dr., Suite 110 Tukwila, WA 98168 206-414-7625 S-404203B W-404203B R-404216B IN COMPLIANCE WITH CITY OF RENTON STANDARDS 44 DEVELOPMENT ENGINEERING Bbannwarth 10/28/2020 0 PROLOGIS RENTON 9 601 MONSTER ROAD SW Record Drawing documents 03-15-2021 ADDITIONAL TENANT UTILITY IMPROVEMENT PLAN Z W IV DATE 11/16/18 CD O TiELD800K: PAGE IDRAW1Nc No: J C5.0b O SHEET: OF: 16 51 KEY NOTES: r: T3+46,f Q�' ST4:3+� 3B_d` L PROLOGIS RENTON E=i29i833:' 96 STA. t3+Bt, Q, 33:94' E=19783359 ! MONSTER \ ROAD (EAST) STA: f 3 : 46.40, 2109' L 1 834_5372 ' . �I ti ANGLE Pr � BACX � � srA; 13t74.93, ��.�� L. � STA: t2+99.79, 32.94' L N=1759MT087 T: 13+59:0 39.19' L N=175965.T35�4 PORTION OF THE NW 11 OF SECTION 4 TOWNSHIP 3, DANCE 4 E., W.M. n=17588&4448 �=129a839.1801 �=,7 �� F=129+01A397 ' ' E=T29 89 T548 A. 14+01.92, 2.2t L ' E=T29f836 T2�2 � t,l^T75B98,5693 RELOCATE EXISTING UTILITY VAULT COORDINATE WITH UTILITY PURVEYOR APPROXIMATE RELOCATION SHOWN SUBJECT O ► x �, Yk CITY OF F Ef TON, KING COUNTY, W H I OTO# AN PT 0 BACA of SD�x EL. _ 41:9s STAB; 13+4&79, 20.sQ' L 1291�51:1645 TO FINAL UTILITY PURVEYOR APPROVAL_ GEE ,Itl 4 OF SD44T1( STA: 12+75,12, 23,54' L N=1758,M6457 STA: 13+&58, T9, �. ANGLE PT F4 TABLE THIS SHEET_ y ti STA' T2+7CT i7.60' � N=175863,9347 E=1291847,06,3f N=175982-02 x E=1291845.W4 E=T291853:2693 REMOVE EXISTING POWER POLE. SEE w W 75665.3058 E F V= 4&. A - E=12918518624 JN4 GENERAL NOTE #1. THIS SHEET- rA 17 J M=T7559:7i7J0 _ - - '~ -____ ---- 1 �___ 48 -- - - - - oE co E=T29T858.7810 - --- 50 --- - 4 -LU : bl NU PT LFA OF Sd LIC W _. . - El' CB 7 TYPE 6 .. - ....... .,_, -_.v .: �IA1A STA: 43+01 Q3 � 2B_99'� L yr. -M1 C8 (PIJEUC}, TYPE 1 � TIQ a1 FFEM ) 1A1 (PiJ t"- + . .` 14=175&89.784p EX.6 . .TYPE, 8'R M1 , �'�'-� � � ,5NGU1 LINE `STA: T2#f6.63, T3;-¢O L PI: i2+67.96 ExISTING GUTTOM r E 1-L M=f75505.7458 EEV = 44,66 LA�JE STRIPING - , '- - - - 0 12+60 E=1291857,3J73 4 " '. '- o� ��* i1#OQ STA: ST`10.: 13+01,91 1& PUBLIC 25 LF 7 0 CPEP SC 2Dt LLI 9+90 ', to+QQ og 10 ST4: 1T+04:00, 0:62' 799.655a - - E=1 9T850.5015 12" - - - STA-- f 2+55.7, 15.99' L 3,Q�Y 1 " 1�=755"t18 I E=1291858:7656 }` P: i3f50_i3 ` ' , TYPF T - E=1291&62,856 11+28.85, 10.7i' L STA: lf+S5:04, 14:82' N=175844,6372 ELEV = 36-33 --... 'N7-175717 N=175774.0292� MONSTER RD E=12918,U9P30 1 ETA. 10:+50.00, 14.39' � 5Ta: t0+82:29, T0:55' � E=1291862,1836 }. E=1291860.74,33 STA: iFt98,59,..TJ3 �7 � z - � STA; T0.44:00, 12:1F' � �� C G � � � w ' w -'mow - 14 � .. I�=175�7i'�3��8� �r �,' - �M'��^ n' � - N=,�2:9�31 �=T75�3�.�T�� I - -. �-' ^ ' � E=T291863:4389 -- - ��f29i85Q 7778 j - E=t2?i862 7751 I E=1291563.369------ ----- - - - ---- _--- irr.1-175963.r102 -1s:ass tELLvo:+ O CURB FLOWUNE TABLE RADttJS 0 FACE OF CURB FLOWNE P=T 17 65' CENTER RADJUS POIN r L=27.57 N: 175943,M A=%3'25'32' E:129T965-08 • so 10 x 4pi .:I----�-�---- .. STA: i0+64,39, TO,77 L- �, - STA, t3+75-Q0, 20.01' L _� 1 x=175653.4�7s.- .. NOTE- NEW LOCATIONS ARE APPROXIMATE EX. �14. r?F�E � � hT=T75yE�1.035Q � � E=T29T863.6425 r CL D � _ �r�sla4s.ssss EX. r.Ba, fl'PE f � * _ � � � UNTIL ACCEPTED 13Y THE POWER COMPANY: I EX CPAA V2 TrPE ' r . EX CR iW5 TYPE 1 O Q0 0 L TL.11TL k1A �, BEGIN C�J{ B. GUTTER �4C SIDEWALK IMPROVEMENTS 60, vc ]Go' VC PVI STA = TO+74,00 OF PA STA = 12+5T,91 STA = 10+03,82, 17,1t L PVf ELEV = .52-17 PVI ELEV = 46.49 ELEV = 57.96 (MATCH EX.):,, A.C. = 4,12% A.B. = -7:33 �- K 14.5$ PROPOSE�D AQE @_ K = 13,64 , _ WEST CURB I FLO MJNE, tYF. ti �I o _• `�' GFIJ ANGLE POINT `�' STA = 10+5C.00, 1.39' L CD Ei(15rt�NG GRADE CEL ANGLE POINT 1 + EL V = 5.3. 94 �' "' ROALI CFNTEPLI iE, M g, l cam' r ' rS � TA = 12+98A, 18.37' L CEL AN PO+SIT "' ' � CrL ANGLE POINT CN # ELEV = 4T.58 SIDEWALK TABLE NO, ANGLE POINT LOCA-nON NO. ANGLE POdNT LOCAPON NO, ANGLE 0O(NT LOCATION A�hN�1LE PT 0 BACX OF CURB ANGLE PT @ BACK OF SDWLK ANGLE PT 0 BACK OF SO LK STA: 13t98,98, 24.00' L N=f75994.6407 STA; T4+35.92, 44.38' L N=176W,1179 �7 STA: 1,3+98,37, 40.62' L N=175998.8565 E=T291852.2f 61 E=1291&4?_1167 E=T29f 836 4472 ELEV: = 32.73 ELEV. = 31.24 ELEV: = 32,48 ANGLE PT @ BACK OF S&M-K ANGLE PT @ BACK OF S{ W-K AINGLE PT @ BACK CIF Sf}1iKX STA: 13+94.69, 31,56' L N=T75991,9272 $TAB f4+50.24, 36.94' L N=17600,9933 STA: T3+89,30, 36.04' L M=f75986.7084 E= f 29T843. 5290 E= Q91861.8768 E= T29T 837. 5182 ELEV: = 32,83 ELEV. = 30.33 ELEV: = 33,TT MGLE PT 0 BACX OF SOKK ANGLE PT @ BACK DF Si W-K ANGLE PT 0 BACK OF SO44LK STA: 14+00.63, 46.70' L N=T76003:454.3 I� STAI; I3+96.20, 35.15' L N=175994,6828 �9 STA: f3+89JR 42-04' L N=T75987.8714 E=T29T53f.T993 E=129184Q W5 E=1291831:6320 ELEV. = 32,40 ELEV. = 32.52 ELEV: = 33,2Q S.TA. 1 STA = 11+28.85, 1 J:71' L CEL ANGLE PQ#1 T - CFL ANGLE POINT o� ELEV = 5 .01 ELEV = 50.42 �° STA = 124-16.83, 13.50' L STA = 12+55.79, 15,99 L o ELEV = 47.53: -t } / ANGLE POINT ELEV = 45.31 r<, GRADE FREAK 9 C - , PVC I' - oTtj = t1 CILJ_a�, f0.82 L _ �3 .ao, U.ar 5O - - 3: T ELEV = 48.61- § ELEV = }3. CEL P-O. T_ GENTEWNE PI STA = 13+7`1.46, 20.33' L CU X. 69 LE STA = T2+67.96 ELEV = 33,92 EN 12'!0 ADS SO- _ I I ELEV = 44,68 CENTERLINE EC & @ 4-23 Ex. 155 LF ,. _ STA = ;3t50.13 ST. F�l 3r3 - ELF EX. CB i3, TYPE GFL fiNCLE POINT '4.80 CEL P:O:C: REMOVE EX_ 38 V STA: 9+92.T4 16.31' L EX. CB#M2, TYPE ] STA f0+8 ,29. 10:G5' '� TA 13+ ,79, 20,50' L PVC SD CAL R1M = 59.00 I � ' ELEV = 52.07 � � � I � : -� � - � 9.9� BECI. RJJ.1 ,� 9.0 = 55.311} STA; 70+49,76 21,83 f ELEV = 36,51 STA RIV = 54.38 _ _ _ 4O 11, 12', - ..-= 49.53 - - '95 1�._ _ ELEI+ I.E. 121 (SW) _ 52.38 � � -81% - - - � � � � � -14;A: Rim -k LIE - LE. . IA PLlBtIG), E 1 I LE. EX: G84; TYPE f - STA. -124-04.79 21.19 R RIM' = STPA � 42.06 STA: 12+ 0.29, 0.11'L 9 Pt f - 47: 9 I.JE. 12' (N) =- •-38.61, CPEP 8 LE- f.E. 12 (S) = 42.09 p EX. GB 5 TYPE T O t.E 12 (N� = 42.04 F STA. 1 _4�_ 8.754 30.0O' R 30 '.E. 1 n (5) - 39:37 E. CBjd , TYPE 1 ' ILE 1 " (N) = 39,D7 (TO BE REMOVED) � RECO DRA NG NO STA: 1+7.61 ' 6.6 0' L I I RIM = 33, 74 EXtS77NG GRADE 0 �,E, 8p �NL'� = 31,�4 � � j 4OAD GENTERU f, TYR THIS CONSTRU TION RECORD DRAWING IS A COP Co l :(PD O)' AEI ' - ROAD E P � OF THE APPROVED CONSTRUCTI N DRAWINGS PROPOSED ADE 0 PREPARED BY I NOVA ARCHITECTS AND HAS BEE STA: 13+ 6 , 0.331 HORZ. 1°=20' WEST CURB OWUNE, TYP. EDITED TO REF ECTASBUILTCo DITIONS. THE Rim 42-7�32.71 5TA = 14 VERT. 1a=5' INFORMATION ROVIDED ON THE E RECORD I.E. 12� (S) _ 29-99 $.75, CPEP STA = 2. DRAWINGS IS A COMBINATION 0 FIELD SURVEYE i.E. 1 (NE _ -29-9 - 8.64, CPEP INFORMATION ND DOCUMENTE FIELD REVISION . P OPOSED p - LIC 25 LE `0 12 0 CPEP + 3. % cr3 os Y r� �a t as � {o cal �' Ln r n r� ` r-- " un " V_ us rn �? I N l r'7 _ I - -11- r� r-] n o r-7 - d r _] r I 0o ca Ln rj c.i 6 a� of co r cDj �i rj _• o-i r �i �i st ry � O r" r} s p rr] 03 r 1 r] cv �1-] L Ln 4E3 L0 4i-} `L] 4-} V_ -4. M y` it V rr) r"-} r'7 i"-} rF} �"7 i"-} 10+00 11 t00 12+00 13+00 14+00 NEW, EIIISTJNG CONCRETE CONCRETE L6 SMEWALK SOEWALK EX. EE' -- EXiSTNG CONCRE� CjRB & CUTrER PROPOSED CONCRETE CURB & GUTTER I DEWALK DETAIL SCALE: 1' = 5' POWER VAULT TABLE fY0. EXiISRN9 LOCATION NEW LOCATION STA: 11+72.9, 16.7' L STA: 11+73J% 20X0' L A N=1757�t,77 N=17576T.73 E=1291855,T13 E=129185LBO STA: 11+81:21 MY L 5TA. 114-M.2, 19:8' L N=17577102 I1=175770: Qf E=129185ST7 E=12918.52 Q3 STA. 134-69-1, 34-3' L N=17:5W T,59 E=1291835:0D STA, 134-72-2, 32-T' L 7 N=1759�5 42 E=1291837.55 STA 134-76-7, 32-8' L E N=175971196 E=12.4T837.66 STA 134-814, 31-3` L E N=17597e,82 E=129184Q.6T �. � LL _ CENTERLJNE MT 5+28:62, (EAST ALIGNMENT) = r 274-73:15, (f1DRTrI Ua E T) hic R= T 76' 05. 6770 oY + : E= T29t'92R Z594 j }ONAL GENERAL NOTES: 1. ALL EXISTING OVERHEAD UTILITIES SHALL BE BURIED ALONG PROJECT STREET FRONTAGE IF IN USE AND _ REQUIRE TO REMAIN AS SUCH BY SERVICING UTILITY- UNDERGROUNDING OF EXISTING POWER LINES IN ALL STREET 40' FRONTAGES IS REQUIRED BY CITY CODE- CONS 1 f7UCTED 1 REV15ED PER CITY COMMENT LETTER DATED 12/21 16 JPE 04/02/19 411' REMISED PER CITY COMMENTS DATED 05 0.7f 19 JF.'E 06f03f19 Know what's below. 3 REMISED PER CITY COMMENTS TO C2.0. IS-0 & C6.2 JPE O6f21f19 C a II before you dig: 4 REVISED PER CITY COMMENTS TO C6.0 JPE 06/25/19 5 REVISED PER CITY COMMENTS TO NGPA & WALL HEIGHTS JPE 07 23 19 MAMYM SM& 1 * _ 0' HwaoNrru rem i�eS/i44+ D ATU M CITY F � F E T ON Planning/Building/Public Works Dept. 6 REVISED WATER QUALITY TREATMENT VAULT C3-0, C3-1, C3-4, & C3.5 :JPE 09 20 19 DE. +EU, J. EOVe� ,I. 'ten 7 CONSTRUCTION COORDINATION SET JPE 10/21 f 19 8 CONSTRUCTION COORDINATION 5ET - P5E/513WLK RD;ISION :JPE 12/20/19 � J. Ewe/1 Hein WNW *TfmWOE r NOT W hanm SC&E A000 DM T 9 PSEfSDWLK REVISION CITY COMMENTS C6.0 & C6_2 JPE 1/14/2020 CH00CM S. Nelson NO, REOSION BY DATE APED wwftem 50 ao 30 u REU E OF DOCUMENTS W DOMMIM W EUN 920 REMMMLI IN A0CCTMMKi SM WAC M-23-07C JOO U WTER 19.34 WNWOKIC ar TWS DO WL MAJDAT THE 00MOT, 4w OrwKArpm me gprlxAK Mi51 PART OF THE PRWOVI q WMCF, IS THE MWUM OF NWHA Mrct99M wa IS MDT To K UW1. r INU a R war. FOR MY GTPV PMECT >tNUUt �T7EN A�rE�ORG,4i10w � xnDwr+J1oi1EC9S architects 950 Pacific Avenue. Suite 450 Tacoma, WA 98402 253-572-4903 PROLOGIS 12720 Gateway Dr., Suite 110 Tukwila, VVA 98168 206-414-762 15F00 R-404217 IN COMPLIANCE WITH CITY OF RE{3TON STANDARDS DEVELOPMENT ENGINEERING 0 19 PLANNINGDrVISlON bbannarth 01 /1100 APPROVED PROLOGIS RENTN 01 MONSTER ROAD SIN Record Drawing documents 03-15-2021 MONSTER ROAD SW (EAST) COLLECTOR ARTERIAL OFFSITE IMPROVEMENTS PLAN[ AND PROFILE 0 10 10 ��J z LU Ir U) - DATE; i11��8 �. FIELD6r;+`�. P,v6f-' CH O SHUT: : 20 5 1 CL r') W 0 I- z LU L_L_ M CD 0 O m CL r 0 EXISTfNG eONCRETE CURB & GUTTER - - - ~LANDSCAPE SHIP ' 23.77(T) NrA €CH' Ex. REW PROLOGIS RENTON 9 1 MONSTER ROAD SW (NORTH) A PORTION OF THE NW 1/4 OF SECTION 24, TOWNSHIP , RANGE 4 E., W. 1, CITY OF RENTON, KING COUNTY, V A HIN T N KEY NOTES: ❑1 REMOVE EXISTING POWER POLE. GEE GENERAL NOTE 42, THIS SHEET. EXISTING 19 SOEWA■ GQrTCRETE 23.89(PW) ■ --So 00 0. s ■ - ■ TRAl+,911ON SMEWALK TO rrExr FYIsIIrc CONTROL ■ JOINT, NOT YORE T14AN 15 FEET DE 1iAL DETAIL 1ocinj To) SCALE, 1 5' LIP T(W) M Ch i Ttuu) P�J6) W[ � P(4 >" f44FFri f(LJC} PpJG f`[UG} s'[ } 7 1'lu4J {Ilo? Ifte) #� T4•} s�Vo1 TIWs) TLL,r.� Tls}__ __ _'�� [uo] �'No1 - uo so - - sa - uG a��y�k - �u,r] - Pfua} Ife)1kv!0 i __ _ ----- - _ .. -BUG) - prom iw{Llq] �I J L CEN€1NE IJf]{, _ _ r - - w T+, - w =_ t 11 P T' 22+08-. STA 22+2J3.6$ NORTH ALJC NYEN w � �' � � � - w ` w � � - w w „F - T # ��LEV - 24,68 _ �• RC; 23F55S1 J STA. 254-20.31, (NORTH ALJGMVEN1 _ ... w v1 �t I _ - - STA.; fit+69.19, (ENTRAnCE AUGNWENT) L J � # - ] r SfA:, 56+36.30, (EAST ACCESS AUG MEf�fT ■ � N=t763T&G463 MONSTER iFt LEY 5;$� - - _ ) . f n w _ - - - E=129T42-7.6966 ++- - n ^ 1sL- � h#-f7 2ff_6323 _ P€, 2�t41,p5 pR 11 CiP 1 fi14TERlA1 24+00 ELEV = 26.44 E=1291698,6957 ELEV 24.88 _ ~ PL�C_ 21+06.67 � � - - 23+00 - _ � : _ � _ ,:�� + ELEV = 27.Q7 _ ELEV = 23.Ed 22+Oa -' - +-� -� ` _ CENTERUNE OF E41ING ORNEWAY ZS ■ OENfEPLINE 30' DRIVEWAY _ REhtD4+E 4NR} CONSTRUCT NEW CURB - - - - - MATCH EX BACK OF CURB, #� -- r. ENTRANCE - SEE DET 4, SHT_' C$_3 & GUTTER -.SEE DET. 3, SHT. C6,3 _ BEON NEW CURB & GUTTER 26 ■ 0 I„I„ I - STA. 22+2&68, 29.6f' R STA: 234-26.53. 29.60E R OA1TCH EX. BACK DE CURB, P€ @ FACE GE SDI STA., 24+94,31. 29,4I" R CENTERLINE 40' DRNEWAY a PT Ixl1+EACE FNfSD UATCH EX. BACK{ OF CURB, STA, 24t41.0.5, 37,60' f� ENTRANCE - SEE DET. 4, SHT. ,3 ■ � I-I••I N=f7629�,89D0 hF=f76258.474b ENO NEW CURB & GUTTER N=T76i95.5253 MATCH EX_ O�fil[ OF 0U1 FACE Qf SJJIRJ� N=I76210.7t02 E=12914179461 END FEEUV Ct�RB &GUTTER - E=f291519.3368 STAB; 23t54,M 29,60' P - �._- E=1281662.7644 STA4 25+20.30, 29,37' ■ BEGN NEW CURB &_GUTTER STA: 22+31,66, 37.60' R2 E=12�T610_�7% ELEV = 26.80 + �iATLT� J X. BA CH OF CURB, ■ r - E1J<4+ _ 5-24.58 S€+ 22+57.43 29,84' R ELEV = 25,5B 1=�76249.T535 N=1 62&4.9714 STA: 2Tf76',79, 30,74' J� � N=t7fi282,0976 � - _ RJ-i762&tzOQ2Q � ELEV = 25.52 - E=129is8b.375f�'1 _ - . E=]281537,Q6f13 END PIEW CURE & GUTTER N=1763�Q5.3435 - E=1297�i8.3136 ■ L.J ' a -- E=12914 5_Qf12 E - - - ELEV = 26.61 ANCL E=12B1369.9448 ELEV = ��24.62 " EL ANGLE = 5 T - ,S T +^ �± _ .25,77 - - -- --- - --- 2&58 STA. 25+46.31, 29.44 R - ;■ U- AINGLE PT � FA OF SDWLK ELE`+ = 24,21 � SQy 17 LANE _ � 4 - so - Sh sn - � � LTl - _ - _ MATCM EX SOMA, MON _ - � � y - - - ---- --- - - ---- -- � � - saw�r�r N=f7$474,0054 NEW &D LK & LANDSGARNO Sri' 21+ 7,42, 39,68 f t r ss :m _ f - f�=f 76303.5983 ABC C,` Ek, OURi6 � _�� - p�,rrt = �r _ �1 � - o ` 3s - z � E ELEV 91707 ■ 1--■ StA' 2f+09,14. 32,f9' f� _ _ . �_. _ ..: - - - - - - - - piwc rr'u�5 E-12813c -0482 _ - - �` _ 27.26 N-176317,8385 ELEV = 24.13 itual 1 ,. - a '' ri''�"*. ++ *'.. ::._. _- -� :-��_ R - - - _ __ - _ --r, e # +.. + + - _ _ ■ IEI.E4+ 23.77 �- ^ ,ylGlL' a �` '� s� w lb .. "-0 b - '.-t+:i s}•. - -.�9 �'S _. i�!r_ J: - • _ Ii I l ~ to �# PCF4CE OF S2�4iK a 4. _ {� MAP CH JX BACK 4F CBR�, F BEGIN NEW f & 9J€T STA. 23+55.57, 37,60' R -_ � } •' ! �■ STA: +98,22, 29 7957 1296125_35 240 28 ,r I ELEV - 25,90 ■ +J�7 PT: 61+11,4 J==T29T483,6117 Q � II - ELEV= 2 x2� SS C.1�* LPL 554-39.73 _ GENERAL NOTES: MATCH EX.: BACK OF Cf1R - aEGIN' NEW 'CURB & CUTTER- MATCH EX SDkK. BE M , do DRWAY ENTRANCE NEW SD41 K & LANDSCAP& TA = 22+07.68 STA = 21+09.14 ELEV = 6 ELEV = 23,77 24.71 VATCR EX. BAGS( OF CURB, BEN f EW OURS &: _GUTTER ELEV = 24.21 VEWAY ENTRANCE STA = 22+f3, 8 N)Gq PaNT- ELEV = 24.M STA = 2 +380 24.41 ELEV � 9 24.67 1. ALL ELEVATIONS ARE TOP BACK OF CURB UNLESS OTHERWISE NOTED- 2- ALL EXISTING OVERHEAD UTILITIES SHALL BE BURIED ALONG PROJECT STREET FRONTAGE IF IN USE AND REQUIRE TO REMAIN AS SUCH BY SERVICING UTILITY. UNDERGROUNDING OF EXISTING POWER LINES IN ALL STREET FRONTAGES IS REQUIRED BY CITY CODE. I CENTERLINE! 30' DRIVEWAY CENTERLINE -OP EXIST AIG DRIVEWAY ENTRANCE - SEE DET. 4, SHE C6.3 REMOVE AND CONSTRUCT NNW GARB STA = 22+28,68 & GUTTER - SEE DET, 3, SHT C6.3 - STA = 23+6.53 .-_...-- 24.58 MATCH EX. BACK OF GURE3, ELEV = 25,�5 EN6 NEW CURB & GUTTER BTAi = 22+57.43 ELLV = 24,95 I `-END OF ryDRI VEWA Y EP STA.- = 2 +0M 69 ELEV = :E6§43 25.09 DRi SWAY ENTRANCE STA = 2+43.68 ELEV =21,66 24.72 CE '--MATCH EX. BACK TF �CURB, BEWN NEW sTA = 22+98.22 ELEV = 2: MATS EX. BACK OF CURB, END MEW CURB & GUTTER STA 23+54, B3 ELEV 25.77 0' IT 0' 40' 1 -;20' 7 as cCa o a7 {y - C4 CAI cp � �n C¢j 0) r O - ` a� { *t CN �Y} --- r-, M cv ,0 C1 O x � c*"y - r''] Cy 1 1 r'7 {yam [y �1 d` C:N{y ckl Cy , d- ty Lf'1 V ] �y CN 4C-3 4C] {"V [y {'N LH £ �"V 4rj N 4C] £ cp CN c0 { C� cy CN 4 21+00 22+00 23+00 24+00 MONS7ER FK)AD NORTH ALIGNMENT PRORLE HORZ. 1 R-20' ''r-PT, = CONSTRUCTED 1 REMISED PER CITY COMMENT LETTER DATED 12/21 1 B REVISED PER CITY COMMENTS DATED 050.7f 19 3 REVISED PER CITY COMMENTS TO C2.0. C13.0 & C6. 4 REVISED PER CITY COMMENTS TO C6,0 REVISED PER CITY COMMENTS TO NGPA & WALL HEIGHTS NO, REOSION EXJS DNG GRADE 9 PROPOSED GRADE 0 SDUTH TOP I8ACK OF 0URB,'TYP_ NEW BACK OF CURB, TY�. EXI'STI G: CRADE @ ROAD,OENTERUNE, TT. DRJVEWAY ENTRANCE EEE = 26.47 MATCH EX. BACK OF CURB,' BEGW NEW CURB & GUTTER & DRJVEW6Y ENTRANCE .STA = 24+94.31 ELEV = .EXISTING GRADE @ 26.80 ROAD_CENIER�E, TYP. EX�S TING UR40E 9 FSOUTH TOP RACK OF CURB, TYP. ' I CENTFRLJNE 40' DRVEWAY, ENTRANCE:- SEE OET, 4, SHT. C6.3 r STA = 25t20.30 ELEV = 26. 61 ■ 26.58 _DRIVEWY ENTRANT ■ Tr', = 25+40.30 26.79 _� - - - - _■ ■ ■ Z �~ Z CO 10 W CO MATCH EX s CIS OF CURB, ■Im END NEW CU48 & GUTTER ■ DRIVEWAY ENTRANCE ■ LL STA = 25+46.31 ELEV = 27.2 co 1. � r. �s� r � � EN I 25+00 RECOI1111-DRAWING NOTE: THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY INNOVA ARCHITECTS AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE IOAIAI, > INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED RECORD DRAWING INFORMATION AND DOCUMENTED FIELD REVISIONS. 03-15-2021 Knowwhat's below. Cal I before you dig. JPE 04 f 02/ 19 MAWAYM. 1 ar � 1 = 0 rEk AL- mA , M F OIfrrL FMB 1"V 1441 DATUM . CI T 1 F 7mRENTON Planning/Building/Public Works Dept JPE 06 03 19 �; J. Eovm J. "n JPE OEf 21 f 11 JPE 06/25/19 J. Ewes J. Hein OOE "m ATE LE 1rhey mM SCAU A000FOMY JPE 07f23f19 CH004M S. NeIaOr4 BY BATE APPR 9"mm 4 rl�l hic o>Ra of }ONAL REUSE OF DOCUMENTS W DOMMM W EUN 920 REGFROW.11LLT IN A0CfMMKi SM WAC M-23-07C AND U WTER 19.34 RC'A4 UN91*130M ALifMM (IF AM OF *t Wppyu NIC CIF TWS OCCt" ,ILL #IMuJDkT THE T, 4w OrWICArpm me gp,lAK ,HE I17 M AND DE9{or1S i40MFMT1D }Jt,Gfl AS M Nt3,JTMVAaT OF THE PRWOVI q WMCF, IS THE PRUDE M 01 NMI ,IdIC}R1ECSi AM 111 MIN Tp K Ul"I, IN *KU 00 R WATT. FOR MY OTHER PMUT WNUIfk 'IIETIEIJ Affi ErAtION up IIf&M +JtlCF11EC9S architects 6 Pacific Avenue. Suite 456 Tacoma, WA 98402 25 - 72-4 6 PROLOGIS 12726 Gateway Dr., Suite 110 TukMa, VVA 98168 266-414-762 28+00 R-404218 IN COMPLIANCE WITH CITY OF RENTON STANDARDS c0 U 1 10 10 L�J z 0 DEVELOPMENT ENGINEERING 4 f 1 1 1 mair07/ 11201 cc CAM U) PROLOGIS RENTON 9 11 16 18 01 MONSTER ROAD SIN °°"° C P,Cf: Record Drawing documents 03-15-2021 ou11{ , 0 MONSTER ROAD SW (NORTH) PRINCIPAL. ARTERIAL. .1 0 FF ITE IMPROVEMENT PLAN AND PROFILE SHUT: � L�:51 0- a V im Tff it ii Q0 0 DE OT PROLOGIS RENTON 9 FL) FACE �� WSDf}€ STD PLAN F-45,10-02, SEE SHT,C6.4 i601 MONSTER ROAD SW (NORTH) � 3106 FL) A PO TI01 OF THE NW 114 OF SECTION 24, TOWNSHIP 23, FLANGE 4 E., WM a r44 Y� -'Q - ° ■ CITE' F f E� TO , IN COUNTS', I� A HIN T N � ■ ■ ja 332�4�1 ^ ■1 0 CURB R P PER WSDOT T (FL) F �4 3206 y STDi Io F-40-15-03, 322, r Cl f 4 � f�� 32.49 PADILTS 0 FACE J OF Cft6 FO1NE K4ayvo � u¢l Diu f 32,40(BW) r t,j.•=25.OD' _ ■ t ' , � r I 32,50(6W) Q . �$W) II 32,73(€C) L=34.44+ , �j'rTisD} {- 41q�8 .�8, f 32.59(B '} 1r7n5'46 l ua} y 1 r 32.51 CENTER RADIUS POrN€ �r 0 - � H' f 75987.34 � {� } � �rucJ � pf�i � a � - s _ � � � �U# - - - - - - - E: r291828, 83 *W* - sp = a sa ,pry - srr SD FACE OF WALK �w� *�W�w�w�*z ++-W-tir�w�w- 7 F , i; x�w- y,�w w-w-w�w-w�hr-w-w L=858'Q ■ y*� y� -*~w- w� d�f 9'4p' 32-63(FL) LL w w � l w- W- BAOK OF WALK w k R=,3T, 00' 33.11(FUi) MONSTER RD SW.4 r L=71.94' 33.2�(6W) 26t0C PR,NDFAL pRWERIAL - - l�ZZ1Q4'Q0y 15.85' 33 f3[TO) c .21 CENTER R,i81 PO1NF -#------ - : APRUF1l U. T SOLE O r T FAQ OF S>4pti( 27+OG ArfGff P€ FADE AfA€Ctq EX- BACK OF CURRB. END - N.175950.14 26+55-3& �18 Of' R E. T29T647,92 STA., 26+40ACIr 39.7O N=r764&QT 5Q NEW SDWJ & LANDSCAPING 6.00' 33,25 - ,n - 33,2t E.Y. N=f7615,3865 F=129T80T.2O96 STA, 27t10,28, 34,.TQ' R 33.07 E=1291790.825-4 ELEV = 21#,88 N=176101.06113 .- ANC PT � FACE OF3SDhLK 1 ELEV = .28.00 E=129T856.8847 STA. 27t39.34, f34,T0 R GENT93 WE INTO, 33.4t EX. , J=LJ=V = 28.43 N 17606T.6432 STA: T5+2d6Z (EAST A�LJGNWENI 33.24 ANGLE PT FAQ OF SDY�TJC P` J-1Z9187p,7034 STA- 27+73.fS, (PJ014TH ALJGNWENTF EMSTING PRIMARY PSE LUMNAIRE ,180X' ER COR I� ELEV = 29.OT i STR: 27+09.0.3, 39,97" R I Cw=17r3t05,6770 VAULT MTH 5 CONDUITS STD PLAN T20, E SHT. +- � 33.63 = _ -_- - - _ - - JY=176096,2512 MATCH EX, BACK CF C J2g. f rPl�= r29T928,2594 RUNNING tJORTH 1L- 3 - =-y 33,67 $4( EX, LT1R6 - -_- - ----- E=1291853-2963 NEW 51711TJC LANTJSC PING ELEY = 28-95 ELEV = 2850 STA: 27+413,33, 60,E R N=176062.2433 _ 33.' S 33,67(€C) , a : d E=129T878.6809 33,8# EX. ? ELEV = 2&199 ice{ 5 ,5 I 1 PT @ BACK OF S,DriTx { } 33-9 B 33-89 34-1 EK E I!S?1NG NORTH ACCESS 1� STA; 28t37.98, 47,65' R �. .� . '. d � .' 28 . � 34-4t Ex. � 34.�t EX- � LID TO LARGE � � 2a_ unJDEfGROIJNI VAULT wrrTlr 1 ■ �arlrEr7aocx of sD 34 2 CONDUITS RUNNING t AMGE PT @ FACE: 0. SD 3d.47 NOf�TM 1 .. STA, 26+53.44, 56. R STA. 26+95.22, 47. R 1 , ' EXISTING SOUTIi ACCESS N=T7610 .9389 I JL LID TO LARGE � N=T76095,6439 AN PT @ BACK S'J1Ye4c i ; J _ - 1 E=f29f 6.0718 E=T29T83J,8043 d 34,7� Ek. UhiDt=ROROlJ�1D VAULT s � = 28.80 STA: +07,32, 49,83' . 3 7f Ex. 34.53 ELEV = 26.87 k1=17 0222 # 3 49 ANGLE PT 0 RACK OF SOM-k E=12 7 6f18 � � 2 DETECTABLE WARMING SURFACE PER WSDOT ;7TT7 PLAhi F-45 10-G2 REMOVE EX. HANDICAP RAVP, REPLACE 44171-1 27,97(FL) NEW SfDIEWALK MATCH EX -2s.47(Tc) , VA €CH EX. SE -91T 16.4 28.31 FL) 15 FL) - ' T) 2a.ti fUS 0 FA{yC'.�E7 OF CURB FL014LfNE R=55.18' 28, 73(9W) TRAhl,,RTI� SIOEWALK TO 31 Nal ExTSTrw CONTROL (FL) �. j CENIER RADIUS. P014 JUN!; NOT MORE THIN NiT7599 . 15 FEET, 205 r' 2&44( ) 78.94 TC) op CURB RAMP' PER WSDOT Bi4{Y STD PLAN F-4D.15-03, LW VATN EY. BWj RAD?US 9b BAN 28. OF-90EWALA �g �R=43.88 L=f 2, 44' 21L65(FL 29.12fB�4ti �f6'18'55° MACH FX- CENTER RAMUS PUN' �- 2925(BIV;' N:175995-2' k5 E: f 291958.1 ' TRANSJ€JON TO J NEXT E7(CONTROLHANDICAPPED DETAIL #4 JO�MT, NOT OT MORE THAN _ T5 FEET Me SIGNAGE & _49 CHANNELIATION NOTES: 1- REFER TO CHANNELIZATION PLAN SHEETS FOR Iv ADDITIONAL CROSSWALK- STOP BAR AND �* CROSSING SIGNAGE INFORMATION- ADA RAMP -LANDING NOTES: -Q2 STA: 26+97.24, 54.97' R ELEV 8.66 1 N=T76087,578 34,69(FW)0 3 _s EX. E=f29f _s,3 7 FOR CONTINUATION- 1- MAXIMUM SLOPE IN ALL DIRECTIONS IS 1-5% FOR ALL RAMP LANDINGS- T.50 V 10' 20' 34- 79{815) I Ek. C� i .2 SEE SHT. C.O� 27 92(FLI 34.61 34.9f EX- EMST1NG CEN€URYLINK G EN ERA L NOTES : � $�, � DETECTABLE IMRN�NG 34,72 PEDESTAL WITH ONE OC IDUTT 28-42(TO) SURFACE PFR WSPO, 35.Df Ex. R?JNNWG III', ' S€PLATY 45.IG-02, . 34,62 `. 44 TC) � 4 � SEE SHT. C64 FACE OF WALK 1- ALL ELEVATIONS ARE TOP BACK OF CURB UNLESS OTHERWISE NOTED. �` � I.. L=1i.75' 2 ALL EXISTING OVERHEAD UTILITIES SHALL BE BURIED ALONG PROJECT STREET •� 13# A 37 4'Q5"PBS{FW FRONTAGE IF IN USE AND REQUIRE TO REMAIN AS SUCH BY SERVICING UTILITY- - ___ _ ��, R=24, QQ 28 3 i4 L=15,67 a C) �37'24'Oa" 1� 35.74(BrY a PRO'} 'I FACE OF WALk R= 46, Q0' BA2 OF WALK R= 40, Q0' -HANDICAPPED DETAIL # 1 L=15.78' 37.{J1 r _ A=22'36'O�" SCALE, y' - �' 37.a3( 37-22(ewiV) � � �o 30.33(BW) 1;c r 28.99(FQ 30,2f 1FW) CONDITION OF APPROVAL: RAOJUS 0 FACE ELEVATION SHALL BE REVISED OF CURD FLOI+rLINE TO 31-07 TO MEET ADA R�20.00, COMPLIANCE DIAGONALLY 4 30F=34-9' THROUGH THE LANDING- ,64(F#4) A-10014'58" OENTER -RADfU5 POINT N:176050L79 r E 1291858-47 4x 30 OQ(TO) r 2.0 4 �.> 31.12 i k-26 31.03 g3o-o(rj CU RAMP PER WISDOT �� 3 £' PLAN F-40.T5-03, 29.90 SEE: SHE 06,4 q1 3Q68 - cc7l •�� - - - -- DETECTABLE WARNrNG 4T 6.67% .; SURFACE PER WSDOT STD PLAN F-45.10-02, FL} SEE 5H-1, C'B,4 3a66 3O.67 635' FL 30.76 ) HANDICAPPED DETAIL #2 UNDERGROUNDING OF E}{IST1N0 POVVER LINES IN ALL STREET FRONTAGES IS ) 28 - 2 ro REQUIRED BY CITY CODE- p ° 2&09 ^ 13 28.Z0 a.s, architects I -- - 6 R,4A1P PER WSDOT }, . 28.50 1.2f1,31(�) DETECTABLE rYARNfJdfa E I'STING GRADE 0 5T� J'LAr� E-ShT5-0 . { SOUTH TOP BACK OF FUR6, TYF, MATCH EX. SACX OF CURD, END � SEE skl€, cs.4 }} �� f, (TC) SURFACE r�F EAYPF�45�0�02. NEW SIDA .LANDSOAPiN a r SEJ= -INT. C6,4950 EI517NGGRADE STA =+1o.�4:0 4949 28.56 Tc PacificAVf1lJ Suite ROAD GENTERUNE, TYI ELEV = .04 � 2&80 Tacoma, W8402 9R-45 28.66(Bw) 4 4'' 28.45 �•� �� 253-572-4 63 Ll + PT MA CN E is-., 56 CURB RAUP PERASDOT �'°.. FL I z'�3- 3(BW) AJJ' ) lI$I l : 0 SOU TN TOP- BAG_-QFLIf�B J��Y -. 5Ti�f�G GRAD. 0 �63 sT � FL F-4 f - o, 5 .D3, (TC) _ STA _ 7+ OU, 36 --EST-TNT S T TN (]FCURB, TYp. SEE SHT. C6.4 �p FOR fsONTINIJATION SEE SHT C6.O �.'� 28.855� PROPOSED GRADE 9 ;'� .,�M e 2& \ , , 8.E~�� ErTI�'G GRADS � � NEW BACK OF CURBTYF2� PROLOGIS O 0- KAQ QtIERLINE�. TYF.. D 29.03($W) � EXISTING GRADE RACE{ OF GOF2a AT MATH EX. BACK OF CURD, END �� } { f�At�Jr15 � FACE � TC � SOUTH TOP UACK OF CURB, TYF, NEW OKK & LANOSCAFING, � {BW) (01 i RETURN t�IID-POJl T STA = 27+46.33, 6D, 21' R (NORTH. ALIGNMENT) - RADJUS @ BALM[ �� 2&95 ccTFr� � �� (FL) STA =! 27+37.3l STA = f 4+68.40. 26,8T' L (FAST ALIGNMENT) �' - DF 0E � ,. �` �� 12726 Gateway Dr., Suite 110 L=�Z,53' 2 ELEV = 28. 6=677a'27' r, ELE�f = � 29.14 L=4305' gw) CENTER RADUS POINT T� rla WA QAIAA 000 0 W W Cr m i �67'18'23' 29.02 'N'- 176{15829 CENTER RADI`05 PONT ��8' L•12R182B,TB 266-414-762 N:T76058.29 � 37(FW) E_ f 291826. i & j HANDICAPPED DETAIL # v_ SCALE: 1 ' = 5' R-404219 LL �n+�o ��+oo ��+oo ,�. Cp MONSTER TER ROAD NORTH A�GI ENT PROFILE RECORD DRAWING NOTE: �ti f� ICOMPLIANCE WITH CITY F RENTONSTANDARDS CONSTRUCTED RUCTED HORZ. 1 =20 VERT j_5 THIS CONSTRUCTION RECORD DRAWING IS A COPY 1 REVISED PER CITY COMMENT LETTER DATED 12f2118 JRE 04%02�1� OF THE APPROVED CONSTRUCTION DRAWINGS w> o "o `v`� r:7 " ro r r cy r< ° Q-4 r od 00 ty ad fV 00 `d i c� °0 cy i �iT cy °d 2 REVISED PER CITY COMMENTS DATED 05 07E19 JRE OG 03 1g DEVELOPMENT ENGINEERING PREPARED BY INNOVA ARCHITECTS AND HAS BEEN � � EDITED TO REFLECT ASBUILT CONDITIONS. THE 3 REVISED PER CITY COMMENTS TO C2,0, C6.Q & 06.2 JRE 06121119 INFORMATION PROVIDED ON THESE RECORD " Bbann art1 07/27/2020 4 REVISED PER CITY COMMENTS TO C6,0 JRE 06f25f 19 DRAWINGS IS A COMBINATION OF FIELD SURVEYED l INFORMATION AND DOCUMENTED FIELD REVISIONS. j�NAL OKnow what's below. 03-15- RECORD DRAWING Call before you dig. 2021 5 REVISED PER CITY COMMENTS TO NGPA & WALL HEIGHTS JRE 07123119 6 REVISED WATER QUALITY TRE4TMENT VAULT 03,0, 0,11, 03,4, & G3.5 JRE 08120119 7 CONSTRUCTION COORDINATION 5Er JRE 1Qf21 f 19 B CONSTRUCTION COORDINATION SEr - PSFfSDWLK REVISION JRE 12f2Qf19 8A REVISED WATER CONNECTION PER CONFLICT WITH HP GAS MAIN STN 1Qf30f19 1 * = 20' yard: , ��'°"'We l9e ' t DATU CI TY OF F E C T C Planning/Building/Public Works Dept. 9 PSE/5D'WLK REVISION CITY COMMENTS Cti3O & G8.2 JRE 1/14f2020 J. Er ,l. I rt 10 CONSTR, COQRD, REVISED ROOF DRAIN GLEANOU, S ADDED CB#7A JRE 1/16/2020 11 REVISED WATER SERVICE LINE TO BUILDING JRE 5/13/2020 at�rm J. EOVW/J, Hein � * OWwa+ ja;.V.E +Ir 12 REVISED ADA RAMP DETAIL 2, SHEET C6-2 JRE 7/24/2020 CHE S. Nelson*T* NO- REVISION BY DATE APPR AFPR�.� PROLOGIS RENTN 601 MONSTER ROAD SIN Record Drawing documents 03-15-2021 MONSTER ROAD SW (NORTH) PRINCIPAL. ARTERIAL. OFFSITE IMPROVEMENTS PLAN AND PROFILE 0 0 O� C) C) iv, go al z LI (+ ) DATE, 11 16 18 rC_ 6. 12L 22; 5 1 fq + UJI Cn CD 0 o rr n DETAIL i FhYELJY7'ThlIj11tL1eiyi� e 7 !-P 'Al 14 Merrt70lIMVIXHNGW 71?IGIL MM�@�/� ILSFALF „rlp T D1L , +fi' P4 E mm,1 r E4PIF 9diAe I. SAC FM FL1M iw o'� ca,ugloaac�cK�u " Illt { r - * yyqu {rCTA14 ->»s CU." ILIIIFACJII[IT# GwMtt �Cf6j ILLL CVT �IMWALR oupor- r3 95t W7 rED FMyCr4R JROnfl� VL111I k1105E� �C� FP6ZW RepLll r*h4VW it iQ{II A ITW1 Erk6JkEEWT'n'IC+k41MIelISNicu¢Q QUrrER L 4R4WH.IL CM UId16l x 1 L PERCWD WrA" CURE a WrFIA TO M M THOPMESim EF - t!x Stl dto avw ,e, IMT W METINIO RO IDINAWON I DED Roo MAI ; WHX>WKR Lt GlICArtA r". 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PLAN- 102 �1 UE AIKTXF-N SIDEWALK IEMENT CONCRETE SIDEWALK N.T.S. .. w rqr II'c3�Lri UUIIA4"-■ wary r. w caLrr I E. +++e+ a*+>r.E+ .tee ` n I k rr IF � Tar A Ih+k I rvre Ci d�■eLMf Cr a�0�14w rLr�ILI.rrLl uwlr w .w�r.}♦ ■fir. yy �'iP� 4 toff ewwle�II L5�L94",tM ' w ItIR74A !t is rrw�3 .I ■F04.0,: %A7■r rr � ■.►fr.w rFE!�n"i �I■y 1aIW uAAI■+aMukrho � ■ I �- � { 1RG7fiiM -- t � For NCITER mii gTD PLAN 1De12 PUBLIC WORKS CEMENT CONCRETE DRIVEWAY DEPARTUFNI EMTRAHICE - TYPES C11211■ C28, C31113, and C-MAXG (WITH BUFFER) CEMENT CONCRETE DRIVEWAY 4i'11, PIJki4 �' 1G4.� FIRM'[ 0 1 "•T•• ENTRANCE - TYPE Cl B, C213, 8, AND -MAXB WITH BUFFER) NOTE I NkIll ne.rt. S V6!rel mrh M#iAW t ■ %C Mm%lrthPpMUMt "I ha M itACMW 1f17A PeftarianACCeU FIr#1 S^Rj 1¢ thU F. ap0-ffterMnMk tila a,s M!Dr-Molex_ CmPd6rt". VW " ewe tWiX3F d Ill &W AAR TF14!11E &oLM hebcalbd Iri the uqw, 4' rw der ong sm. PLO- - 102.1 PO C' VORKS UTILITY PLACEMENT IN 'F1'FI Ci ► DEPARTUMa CEM11E IT CCINCRETE SIDEWALK41111 UTILITY PLACEMENT IN LENIENT CONCRETE SIDEWALK N.T.S. 5PEDAI NIP M TtC EYE}rT TAAiVWRSt PA"FS rRI$T wtHIN 14E ,IFRIC10 WPM. THC L.ENrD+ Or T+C "YOH 4'II4L Et tv"Dw Tp 1rI.VAj X AMA INSTm rFATCH MIT■iW 14 TTXT CK TdE £UGC dC tK PlLTCP{ RtuulraM Fop FK WW CRC5pgrG AFC Ally WOSEQ"l RATW OGE WITiW Io fEr Or ME WIR OF TK SECOND PA?CN AWO SO III UPr ll� A TOPAL OP 70Q F�JTP raAmrt r>,C1,1 IM MIN �� iXN JN1M - i SA*Wl AND ITE1iM Orl pl+a+E, 5EJ; wtw AA - J{pdm S'LeC1l A rET1 o-u - (C-fic ■ r A' ,+WA FACE Of 4UTTMR Up LGOE OF RAKMENT MTER LINE. d4 LAME I. 2'l wmOK Al WINO dlr SAWMT AM NOHOW IlA t 11 I -I' MIN. t• jj [V IE$-1 r1' 1• GrP T-1 OF C.IthIIhG PAvi:wRNT YkeIV I IeN !AN MaI 7�) 4' lllh I•Lk■A ME NOTE 2) p' CRVSkM $URFhVK TOP COUR9R foPC) ti-03.9( r+ZR *51POI sFANDMU Sa[41FIC111►r,F S, CN&A�iF_p TCI 951E 1AOGIFIED \—Mw TO!?. EANl{ RUN �MAvEL FLW IPFEX F 9ACHTILI f9-43,1y}, rRAWL RQRROyr i4.OS lA{rj} FE-R 17T $TANQARO S . CIPit VlR3N5 4k rCNGIE NATERIAf iF 14PPR'jLfr.P ■I# 71171T}y[, E}Y {�Jf.*i@EP BASEC ON CEOTEOi RF..PORT, COWA€Tro A' ' W( IFU l'ROCTCR. Wwt} of 7WWCH a5 F*#ArSkV 31Y jAM OF PRf'POsi=la III FrrBy€3ryT (5e-1 4E=l SSAMAND SisECIFCATiCN 2-6345 pL115 kii Alti`".CC FOR ANY 5+ICM41G, ii} M14G, ir � PIPE 20NE BEIX31W MATEIIIAL- SEE STAMARD HMOEL, &'ikl. Uff- TM WCQL9?VMkrS CF WS T PLAN 1161. W"VAFM SPE&FiC1111 Y4 7-06,3(1)0 TPrx:�r *pilr-I FOR NOTES- SEE STA,'k0AR0 PLAtd 110-1 TYPICAL TRANSVERSE PATCH FOR ' F"i - I10 PIF-PA { UEP,�ftT l FLEXIBLE PAVEMENT [SIR RI431D I ' .411 1T PAVEMENT WITH OVERLAY ��{� TYPICAL TRANVERSE PATCH FOR FLEXIBLE •1 W LUN �AYq=fl�lt 5AWMT {SEE NOTE 2) &F,ESIAL STREET MIRMUM 7" MA (or ACP C;an 5) (SEE NOTE 1). OVER 6" CrRUSKO ROCS[ r-i2 TAL STl3=ET MIMIMti u 4" IipA (ar ACP Foss Fl) (SH NOTE t), OVER 6" CRUSHED ROCK -NOTES: T. MUST MATCH EXISTIKG THCKNESS IF GREATER 2- 5AWCUT SHALL $E PC}5171ONED 1' - d- BE'RM EDGE CIF DAMACED PAVEMENT. 3, THE iffTENT Cr THIS DESIGN 15 TO I ESCRIPE PAVEMENT PLACEMENT A7 'THE £,UTTCfi FACE, SEE STANDAPD PLM FOR GE#LIEhl7 OONCR£7C MRB5. MIT. PLAN - 103 PTJBLIC WORKS CURB A"D GUTTER PPRO €]_ DEPARTMENT REPLACEMENT DETAIL. A CURB AND GUTTER REPLACEMENT DETAIL N.T.S. Aera EN SMAOGLT klKs AM NOW& ill I" rmaw COW,KTM I^wI wf 4 TYLry(l■ r r1uII CStC Earl #Ieh airA,Rr, ►� T��L 4+K'irYi.4 N-aM[j11- CRAWEL rlrlln" '10f9-03 iql�} 1IE# .'pr STANDAI G Vj4PfjrATyihh rM t64 7 YATMA If APPIR" III f,1 1111h'NO pr 09*K nr "SEV +N MOFIECm tRRgr, FILt`It{1 r4 wa �IL7f7J N i' r'okCC T(Mr "nAbl) COMENT COWWTF (PCQ SHALL Ntil IHC VATERuk AM CQ PRk CPO* P'E0. WMENTS # W.341 sr +:[ #i'ti ATLOH 5�- 5AW Ells 9+4Lh IN iff4b .A4 AM el 3TRAP3lT kOKS Ea$4eri COAI'Alit — FA,aL1"T ��3iE! M91L5 tiJLWI +IDR� SIGIE W TiirtIC* =V kC1S4 PWW:l V-WA014 TOo comu FAL CEWNT OONCPM PANEL fVXACEWENPj- 1 � FOR CEMEW CQ11�WX SRIF+ �TMT% THE 1-i/7` 4+air * I"�' uSOMIEG 0003 kikNlM(J%I FiE51pRA1rON 9•r#jj. BE F7IIL PAPArl. O►I CENTER*iEi1UIG jl ;41AItiLiom■IM7 VEarnAlm 9-07.!YL REPLACEWNT, Ir 40HE (P WINE (IF THE F'OU04tNQ CCNE"TIONS MT, 2 *0 W "" it -W a S, M CurT M 0" RIS "WKS *JJf C E PMID MTIM TIC %L INXIlr EtIM3 >rdEB ImIuI" 40T (A QgATIy OF EL4SM4 PAW31- NEUOr4L {rCri.lc„# {1Y4MTE]N [5+� 5uk JW,VW M314-lIE5TR1rCA4l n"SgHG Apffi,ICIFm- IM11x, CT>LLlGtcp ARTER,,4S ^W ALL SMUTS * OW WT"WT OV/ , J ij'J!. 1 N.T.S. PAVEMENT OR RIGID PAVEMENT WITH OVERLAY 1 REVISED PER CITY COMMENT LETTER DATED 1 2f 21 1 B REVISED PER CITY COMMENTS DATED 050.7f 19 3 REVISED PER CITY COMMENTS TO C2.0. C19-0 do C6" 4 REVISED PER CITY COMMENTS TO C6,0 REVISED PER CITY COMMENTS TO NGPA & WALL HEIGHTS NO, REVISION rrfi TirFr 11MSp pT WBO WfCP l[k*#1 9• Q7"6 S WeN +FTC P= OPAM L IS tm TbJIw i' #4 MaDm 5 gl Ut u0s ■ 3i}' %4&L or um. FOR Tkil■S'■ -*% JOo n ALE 8+115 9W& M OIL W -tx"5 W-M 9144 IiEP"n Or7 WFlACEWMI F3im. a TIE SAft A FO-MCln7A 1 r F7 111L$ 94fti 1W PI-ACE9 k ACM&WX W4 1 T S5TAWQ 1p S MORS 9YN1 WT $d LMa WiEx M ;,A *L is L IM ri4m S' 1% TwKxpd Si 3 6" Pry FAQ 9,ut- wx1p, S OF CESN4 094CFEW R.4M"ll, 7 %U Pm SLAWWp.A% l4rel 15 Not WOL1WELD 11114M 0113A+48 VM4 A94MY ��L''ElifM 1 g[iFi] C T<PORI{ TYPICAL PATCH FOR RIGID SM- PLAN - DEPART1dENT PAVEMENT WITHOUT ASPHALT 4, CONCRETE OVERLAY � ` i rY9f-f+La1 COYC'+L-Tt t- 4, fPr6IR� yj�lrlla".T�{ � r rH ErAlLTH4�Fn � � X k �v CM - [s AiC v1Ew 4CCWWSRV& , "'T}i gUwFERi h1QT1`S i. Wher. a &% way wM aussaft IS Fw mnavd a 1A dtp� 0�+a npwml am glr#,IetrL 3lE joihl slar� W0 tln %W lk1 FnINIMCILM fimi s zt- pLar' 1 C3I pYd �indw ki 'sue ift the aE� � iyEl■LraJth o++t+Ta. aq nA rw wL RLrt:,alrmd it 38 Irxomwn wTwti 6IY�Neiey cwr+.cow -tWE . • . - _ aL nrt# t tif1d0'141e�d�JT]KIW -{] i•a r 6 Vr■ #UF 2 SM WW- 102 tt dvbWk - —T- JQrOYw• JL 3. Curb rwA IIkmFk G 4dw oh dmk ro mq W spad$ d, Sw Whl pwo M *W Wb �R rtf b The mpg veer wll dno ag drMrrwlyii to Irldudll ilQe0&JWM of a t rAm JIfIr#Ar ear+.■IruL■ pair mwktd -vL iC y"W;pI - AN ew4l9r4 re pt Owbnkyr Jtl•wua W■vLr+s+ alrh aep on upF �ki4 BURRS BEd a KNKLIFNIC ULM IL wr rm OVAL For E�I'r mwu r Wd'JIt a* DATYSttirAY $TAB �l>yC (Sft NOTE 10 TpWwg6 jiWft (Seri ad IILMLI W Kpium as arm" In M& oarmpM2 Ml1elrtVlC,L1e�w. IL Slaps Ehei o3m"won eat+` m R3=1 orl uaF r+dEt* faL.re ..r s 14=23 Of 20 �,VAW DMI G3WWhley III A�6ir PWAk p iy>elt� pT4e� a[ he ?3. 2A19 OMMN . s. Cu a rope C:-LM Dftw ry rtlwr be rparo�+rd ae ' �•R - ��'7TCh871r�IIF M STREET $TANIDd ' NrrHgn ILylsr ylf iridl [R'+lCl tiorfW.Devalapine>4A4a�aGa+r - -%RCl! r 9400 $T�IElE F STANIMM OEPR E6 CUF DExAX AT nV%n wn%L SIR C mOALU&S E'JFRVEVIFAY1[TAPI ■RwTDm6L*AdW{nde�IMP Ti-- u hf ordwa rrlos papAdYro D h w " Ex TYPE Cl9 CFAP4 'T�<wM. 100IP04N"IleMW — 1 T� CrrVAPAC.MMVYDE1rk7,Q MEKT'FrAMARM IY!'frLklfL - - Sertkm 4 4.OW RUJUNG, LCAWN G AM p Ai1 SLI+LiL Ldi1AloPi FtFGLY'LATlC*4SML �aL1�ar■I�tI.iL ■' PVN.M VMS.E CEMENT CONCRETE DRIVEWAY PUN 1�#2 DEP T ENTRANCES • NOTES AMID DETAILSLN I r. CEMENT CONCRETE DRIVEWAY ENTRANCES - NOTES AND DETAILS TYPICAL PATCH FOR RIGID PAVEMENT WITHOUT ASPHALT CONCRETE OVERLAY N.7.. CONSTRUCTED JPE 04/02/19 9MR,VIM. 7Q4-E; 7fEk11C11: FbYk1! 19ee JPE 06 03 19 I� T F ONTkt rELO iyM$fTgpi % CITY O` I .. JRE OG/21 f 19 J. Eavw J. n E T ON JPE 06/25/19 J. Ea a /l "nOPQ RICHDATUM JPE 07f23f19 �rlt S. Nalan ATfmw4c Planning/Building/Public Works Dept. s V 1J',1T W ridi DATE APPR rPP1RaL1ELe SOME A000AD T RECORD DRAWING 03-15-2021 NO RECORD INFORMATION SHOWN ON THIS SHEET. co T co Know what's beIow. Ccl before you dig. o0 • h�C' '� J 01 zI :. }ONAL {�l REU SE OF DOCUMENTS TNS d4GUliff W EUN 920 RECIII1 W&I-T IN AE1CfMMd XM1 WAC M-23-0741 AM U WIER 19.34 " uN0U11 M0 ALM MTldl (IF rdrr It ME H-ti'IaL Olt M OQ:L" Tr.L #iMIMIf W 9pfa*WT. 4w,Dr11F,CATKMi AND MATUpf, THE MM AND WIjAS i40MFMTlD fl:7WK AS M Xt3TITW AUtT OF THE PROFOV IM SE hKEC IS THE PROP9M III NKNA ,Id IX9CSS Ale] IS NOT 1p III U111, fI TFICLf 00 !F WATT. FOR MY OTHER PMUT NOW 7MET1rt.Fi AirE111p¢ATItlFI � IItIDYi4 N14EtECfS TNNQVA architects 0 Pacific Avenue. Suite 450 Tacoma, WA 402 26-7},40 PROLOGIS 12720 Gateway Dr., Suite 110 Tukwila, WA 98168 206-414-762 R-404220 IN COMPLIANCE WITH CITY OF RENTON STANDARDS z 0 DEVELOPMENT ENGINEERING z air 07/311201 PROLOGIS RENTON 0 11 16 18 C °°" 601 MONSTER ROAD SW Record Drawing documents 03-15-2021 PACE puuAlH{ Iwo. OFFSITE NOTES AND DETAIL. o SryEEr: v. 3 51 Q 0 z LU Ir U) CD 0 O rr n 0 NOTES A -� A 1. The Daboceble 1Nbmirg Surbas ()VM shd earlrend the fUl wkHh of t1 o cub rarnp, I"n% or odd laedwoy entrance se applicable. EmBoo 1C If the kienutbd urer of CLIRR RAW. LAMIN% CUR � $DETECAJTAABL H4 to DVVS nbqulms a Connate harder around dw DWS, a vadance of up tD 2 inches E IfL ILA]k - A 1W 2. ev T14ROUCIN ORVOLK AY BEE HOTE9 an El M Side Gf U* DM is permrtbd { T - e nee' - 2 The DeWcable aml Surb �s (CNu4S} shal he plamd at ft hack of cub, wllh Itw E4 -� �- o o a Bo• two leaning wnwra of #s DM p mW Oaoad o4soent to lhs back Of ttw *A, orW d 1 �0' BACI[ OF CURB - ►Mth no mare than a 2 Inch gaip bebwen ft UM and the back of the curb mmuad 711UHWk7 D01! BEE NOTE 2 ;i x -1? ham. at Itnex cell r of the DWS panel Exception: If ft MenuhmWier of the ■elected DAYS e Nn.r as' TW OF ALL roWhM a oonwelR bordar arcs nd to DYYS, a varlancw of up to 2 Ind= tarn ttw iii ::::his .::ir TIOIi A ................... APPLICitiI14H8 bx k Of #* ozb ie wmhbd ftunumd ist to IdEdN 40frie s offt MW perleg. �`� NOW � � 3. The ran of truncated domes. &hall be allgwd is be pwperldauiar is the graado SE£ NVTE d BEE COLOR Rd SURPAC a17IC1r1e break at Ifa+>r Wx* of curb - TRUNCATED COLOR Or I3UFIrfGE CUFS RAMP, 4. The rwe of truKsbd domes. &hall be eltn ed i} b e pandial to the dreClfon of trzml, TRUNCATED DDII� DETJ LS CURB AND EaLrrrat LANDINki, OLrr THROMATCH TO WM UGH OR 5. If curb and gulfs' an nat prarent such our a Owed -use path axnnec1b , Uw W volimAy Dot ft bb W9aming Surkm snail be pWced mt the prm nei t edge. OFFSET DETECTABLE VINIJI IfIC SURFACE DETAL & See SU -dw Plans for wftwak and curb ramp datmlk, CURB RMP Lt1daNL3 BEE "10 B 7, If a curb ramp Is moved, the locwdon of the Detachable Warn irg Sunlbce must be at WUrH Or- LAirND140 , ftbomn of ft I'IMM and *Thn ft required diefaete from the ra ill. r -VWXWAY When the grode brook belwwn to arb mmp and the Iundng Is. leau Ikon or equs tD VALIOrdIY YRmi OF cur_ a t. irom IN b OF Q4 at 0poift place ow DeflgCwl51a V9omig Surfaoo on thB #+ 7Tr#Ol1$H (TfP.j bottom of the curb ramp dhdy ebkhle IITa graft I rwk. DETECTABLE +rd4RFINo � N - W 4 Ci-M R,� � J HIQTFI of CUT-TN20LI[�li ---- BACK OF CURB W LL tlfll3Llr DIIlreciroa CLIMB RAMP FLAJiE FI�iRE x -� ww a WA10ERE BREAK BETWEEN CURB AND MH, L,F11aMe a a FT. FROM BACK OF CURB) Y� � a= NOTE 0 DETECTABLE V61 1M DETECTABLE V4ARHMP LACK OF CLWISURFACE (DkPII LiHerd[i DIREiCTICON DF SEE NOTE 2 SMI' SEE NOTE 3} „ TRAVEL M RAIip 11 CURB RAMP L BAICK OF CURB - 4Yo I I1 OF PERPdIDICUL It CUPtR RAID SEE NOTE 8 •L, YI�FJ.IOUAY IEEE HICYTE I) NIDTH aF CURB RAMP, OLAND CUT -THROUGH LAMDW ORGETek.TAMLEVARI~IINO SURFACE a:TECTABLE WARHNr3 SEE O" $ c'yre` •• SURFACE 97YW - SEE HDTE 8 r MUK OF CI1RN - BACK OF CUURB ME NOTE 2 SINGLE D■JWTION CURB RAMP IETECTABLE ws.JaNINko { {OF" BREAK BET44EEN CURB AND SURFACE L,drNe x 3-FROM BNLSK OF OUIi SEE NOTES $ 7 CURB RAMP CURB RAW b VoLjarAAY -1 ti LANDING - F WWALIGWY I BACK OF CUP; DETECTABLEYVAPMNE3 SEE ROTE 't11D1}i OF SURFACE 91M - SEE NCI'E 8 L.ANDINo PARALI N CIP42 RALMP 10M NOBS $ I RAIL 3 3 PATH OR Y%ALKIALAY PEDE"rdAN RAIL K AD CR+OSSIN* - DETECTABLE WARNING SU FA E I N.T.S. s BEE NOTE 2 MEDVA CUT THROUGH Yb A 1 VADTHOFBHA.F016 10 ' WIF PATH OR za5aa o ::r H4ALJ4rIPY(TyP,) r}Dugs', ALL ter. Jul Ot Y11DTH OF CUNT 1HRC)Ur011 Jul I L 30 = 6 6 4::.5 i'TR t11PJ PATH OR y- WALKWAY DETECTABLE WARNING RDIWASOLIT SPLITTlR SURFACE ISLAND PAVEXE rr E]UE .....BNO"L° STANDARD PLAN F .'10-OS ..... al-IEfT 1 OF 7 BEET DETEPOTABLE waaRNIN4 .APPF03VM FUR PLM UUATIDH SURFACE {Q11 - MEHOTESAai I+h w�synr?-r�RI Ahem" PLACEMENT CRADEUNE8 SHAPED-IJbE PATH CONINW1 0IN WmM o. s..rr I v . 1 - d *I'wMM+15" NOTES A GARB RAW WM 4' - Or OIL LANDING TO MATH � }}}- CURB KAhj3 WIDTH - SEE CONiRAEGT PLANS CURB RAIMPi1IDTH R - W MIN. KAMP 1. At nTerlFed karl the ornersbon betNRllIII the curb rang and the nkaal� LAN pM18 I YIIDTHI SM� RB PLAHB way must be oarlI red withtl the vddth of the aowwak rnarldngs. - GRADE BREAK I 2. Yafwre OGRADE RREW Is. Glad old, the entte kmdh of to mde b w* LANDINIG CURB RAMP ARAnE WREN[ 4abYean frw two 8G a09n# SWOK* plarwe Steal b9 ikwYl GRADE BR6iIC SM CONTRACT PLMIS-• SEE CONTRACT FLANS ; 4'- Cr WN. CEMENT CONCRETE SIDEMLK- SEE NaMb 3. Do not place Giatli Jundton Bons, Amm Cowers, our other appLrten- Ar - r MIN I anaae on any part of the Cub Ramp or Landng, or In 1Font of the Curb PROWE MOM TRANSITION RonV wNfe it ownxb tI> fhs maMoy- CSMM Ar SIDeLK SEE NM G MEIAOILK MOTH [�.} 8EE CONTRACT PLANO jr- V MIN r - 7 wl SEE OONTPAdGT PLAHB%-'r - 4' MIN #. See C�arnhad Plena for the Dub dle&�n &pedned. See �ndsrd Plsn F40•12 fbr Curb, Curb and Gutter, Deprommd Curb and Glrtiar, erns FLARE {fYP.} * SV EXPANnION BUFFER YAM - MATCH Pedestrian Curb ddWI3. f NW EWAHSION I JC}IMT (iyp,} YSEE �- CURB RAw SiAHChtiIN IEW1 F- SEE I y TO rURS RAMP nEPTH aw.) rx See 86undurrd Plan F-30.10 far Carnernt Conpeb Sldelwak Detaib. See STANDJOINT ARD F-- SM70.10 a GRAM EREM I I GR�rDE w BREAK TRANCnrMN TO SIDEWALK R WFR F PRESENT OR TO BACK OF CURB rrYP 1- I 4 w � ^ 6 Contract Plane fbr width and pluccnr ent of ddewak. The Sid IIeIn "CNswrlelTt Concrete Curb Hemp Tjaplr ," doela riot ilokNde ft alaaen t Curb. Curb and Gutar, D,epmamd Curb and Gutdr. Pedeehien „ " nlr ' °cea!= i°P'ii' * * '�! S8= CONTRACT FLrVrS ,I - 'I. =!i:e 'D '� Curb, Or SIde1Aa&Iw. Y. T. The Curb Ramp IeryUti is rat requted to euaoead 16 fleet (unless. ehoKlT CUM OR [7uI� � �- , ORCURB CENEMrOMKRI-rE ofherwlee In the ccrltrad Plena). WheIT epphftg the 15foat max. length, ANDaffNOTE# AND ouTTER- l- Sm 4 CURB- the ruming Wops of ft Cufb Ramp to WbNod 1z) waxed &3% Use a DETECTABLE V&E IAHNG aFURFACE u SEE NOTE 4 I 1 airos ommard OVO bun bottonn of £'sung to top of SEE SL mmm PLAN P-4&io I 1'i t4 11 re thftn1RI>ix Fps OF CURB IFti�E WG�RHND uNI�FNse � the lendng aver a hormorntel dlsterrJle aF 1 � test. Do ndt lndudee f FACE OF CURB SEE BTANDAM PLAN MLN lands in ft 1rr-fbat ma1k. mamiannen t IiEASLIRED PARALLEL _{+! \- usws8ED CURB Am our rm - ILr DEPRESSED CURB 'AM GUTTER 8. bulb Ramps and LwWi 0*11 IHoaiw'9 a broom fi i 0. Sae Sbnftd TO CM MP, CFKNMYAALK SEE MOTE A OROSSO" Sped6wiftine "4. g Pedestrian Curb may be ornited If the ground eurbas of the beck of the 9 Cuib Romp w4W Lanaino IFAI be at the elewClgm ee the 1�Urb 2,wt rw CT.M, JI]INT (T'rP.] .. BEE WUNOARD PLAN P-3LID Ramp or Landing and there vdi riot be maferlal to rBtarT. FOR CL1R9 RAtcIP LJIN�TFiS ri1EATEFi THAN Nn - W PRD► WE PLAN VIEW CONTRACTION JOINT EOUALLY SP.ACM V - W MIN, OC PLAIT VIEW 9 TYPE PERPENDICULAR A TYPE PE tPENDICULAR B LEGM m DETECTABLE V#MNg SURFACE - (SHOWN 141rrH BUFFBO SEE STANDARD PLAN FL alit SLOPE IN ErrHER DIRECTION AR - W MIN. IF - Cr Mix.(7YR. MADE SREiAC J 1A OR FLITTER RECOMEN0 D FOR. DE81E3WF0RMYM0RK {2qi NAIL} SLOPE TREATMENT + SEE COSE CONTRACT PLANS E NOTE E.. 7 COUNTER SLOP 7B% OR FLATTER REWMEWO FOR SEE 9TA1[rApGPLAM P-8610 ? aRAOE eResarc r+U#6 MA)C Ik k DESIGNIrORMWORK(G.3% MAX) TOP OF ROADARY e.e% OR FLATTER RECONHEnNDE] FOR ' *�� n�-�• � � # * DESIGWFORA145�RaCI10KNAXj TT LNNDHO - CURB RAMP * I DEPRESSM CURB AM GUTTER - +� SEE WFANdAM PLAN FACL12 CEMENT CONCRETE CURB RAMP'nPE CEM194T CONCRETE CURB RAMP'rfK 028584 4 PEDEaTRWN CR ET = Pr'JwmoK &m 7i PAY LJMT - 8 NOTE NS I PERPENDICULAR it PAY UNIT - SEE NOTE a �'� GI # TILV � See NOT& 4 y IrNAL, lz� DETBCTSM BRAIa Ra PLAN F�R.10 Ain 2A � 6 . AM Sr R. �7VP.DEPIiE88ED CURB AND SUTTER BEE NOTE 4 CEMENT CONCRETE CURB AND OIITrER- SEE N07E 4 CUM RADIUS DETAL .xPERPENDICULAR CURB RAMP fP ' N.T.S. IEOIlTItic VEW TYPE PERPEII KXL.AR A PAY La PERPENDICULAR CURB RAMP STANDARD PLAN F-40.16 43 8I-IEET I OF 1 SHEET ISOMETRIC VILYIF TYPE PEFtP'ENOICULAR B PAY UNT ROYi L--RIS 1'ROPLME 10.ULbNDSC .�E DEDICATION 40.D KT TO331 I I Ex13s STNEET L7GFITS Elllaia`arPiMPME 1'MIN, TOPS M SCURB E71S[RRA IROWOEDaCAT10M � �,�� CTAurE I CORSTuP.AN I TTsST0181IU 1� d 1Q2.1,'M MCWSTE I � I E?O.�TNu GRIUJE � GECTIjN � 1 I r I I R ROAD NORTH- SECTION T - HDR2. 17-10' VERT- 1"=10' ** STA; 21+09,14 TO 21+47.42 TAPER PLANTER STRIP 0' (MATCH EX. SDWLK) TO 8,0' (NEW SDWLK) STA; 21+47.4 TO 2+07.62 PLANTER STRIP AND 8,0' SD&K STA; 22+49.68 TO 24+94.31 PLANTER STRIP AND 8,0' SO& STA: 25+46,31 To 28+40AG PLANTER STRIP AND 8.0' SDWLK KW `' LANDSCAPE . I QEQICATiON MT PR)PUE !--D�R�1- Ans�sra�twLn' I t'MIN, f IF4CIVD��K+T'MJ I APPROACH PER C.O. R. SfDPLAN 404A, SHT. U.3 "' f01{1VY t I CONSTRUCTED 1 REMISED PER CITY COMMENT LETTER DATED 12/21 1 B REMISED PER CITY COMMENTS DATED 05 0.7f 19 3 REVISED PER CITY COMMENTS TO C2.0. 6-0 & C6-2 4 REVISED PER CITY COMMENTS TO C6,0 REMISED PER CITY COMMENTS TO NGPA & WALL HEIGHTS NO, REV610N 400 NmCnPJ3@1v.SWkyw; EMTRD�� EXI�,STCMRUTJAESA CTRUNE �PEtO I 9?19r1J'r EK RN.D 2 EA. S1D WIN, FR04 Ur371NG FVXNETOFOaI&r. I I ' .Q.R ST0 FL�1a I WAT ME E M SEE I I ,CS 1U1'.Sif l CkA.ETD PLAN Im I ` E'x6TIaoG GkDrt � SECrItlN L5 3 MONSTER ROAD NORTH - SECTION 4. HDR2. 17=10' VERT. 1 "=10' STA: 22+07.62 TO 22+49.68 DRIVEWAY APPROACH STA: 4+94.31 TO 25+46-31 DRIVEWAY APPROACH EXIS;aiT9EETLI�i'S roRl�u+n COMBINIM RCW & PARK PROPROPERN 0 Sw VARYING WIDTH L5 I021'.02I 3HT Z*$rC+IUN e�pQfjITE0 W. pR PPE TIl RELLVN �Pa0P�p4@0 W4�i PrRKr{w AR�4 Ek15TNG {�+,GE � S�Tir]N fk;I TA0/ crfimC R ROAD NCFUH - SECTION HDR2, 1" =1DI VERT. 1'=1 D' STA: 26+40,10 TO 26+55.38 TAPER PLANTER STRIP S' TO 15' WITH 30 SDM-K STA: 26+55.38 TO 26+95.22 16' TO 14' TAPERING WIDTH PLANTER STRIP WITH 8.D' SDWLK STA; 26+95.22 TO 27+D9.D3 TAPER PLANTER STRIP TO S,0' SDWLK VARIES U TID 16 14,0' LANMPE J., 30 SAKLIT EkROM G TIN F WEWrrG C1r1EGk1D[#r�tER ;OO.NE7030Wk l DOSTFR7PUN: CORSM."IM HEATLNKEDME EE 1 WWVffiIE4RM C.OR.511PLAN103, MST KW $ ? 5O"A IT.k1fia CTRUhE T PROD 0 `F--_ l LA} NAPE I I 'i$ #1$LCPE I I I EX LPE4tikE5 ,iMOLUCATIONIIE I I E�4$TNG'glln'IOsIS El]STnA;PA�9NG I I $IIiFArE � I 0.5' CURB cm Dq r� = I $ 5 BIKE 11- DRIT LANE I P x„fra75c+ E 5W L1+Nfr 1V I I I1�1A%3rP C1D.RM L41 E�tS'IIaG�4E�$BGTR7k �� TMONSTER ROAD EAST - SECTION HOR2, 1it =10 VERT, 1`10' J� STA; 10+0.62 TO 10+50.00 TRANSITION EX. CURB, GUTTER SDWLK FROM EXISTING STA- 10+50-00 TO 12+76-39 WIDEN TO 16-0' W/ CURB, GUTTER & 6' Sa'I K 1 Q"' LANDSUF- - I -r -ao- I - 39.0' 11DJJS1ED Fl CF L- �Ch+PEDICATIOi� I l F1aOP06E6011811E I LdH04 VE Ni $SOP;: I qy I CD.IL M FtAN ETFiWE 1r2A FD21.SI+T 061 VARIES TO5.5 FxSTRole RSTPP. OPIN= C1HL E SAWCllT a me FUN. HOW ECSTHG tOGUNE T4 RL'A A NEAT L1415 MR. SEE C0R.STI M1G91T C63 CLrta9k4DOUTTEI2,O.OR.STD. I DUNip6,5EITOi3Yb'HEW I MA'Di' EX. fi7.'4D CMSLOPE I dR*WLWAT10NCf F CJRE E115111II &TTOPE �0' LS 5' EIKE 11' €)DIVE LANE LnE 16 C IR ROAD EAST - SECTION HORZ, 1�=1D' VERT. I R=10' STA: 12+76.39 TO 13+01.03 TAPER PLANTER STRIP G' TO 8' WITH 6,0' SDWLK RN c[ST1wPLPLrlc ib,�'LANDSCAPf QEDIC,�,YIOkI 36,�' anuslEDFR3PLrtN I 3y To6.71 I WWT Ex.KQ r' VARIES V To F.5' C119HMDa3iIM. WiFI TMUI.RK 1R"MDCATON' I wOR cr "1 KGMTDFFRWA E%ISn117 Ai4 E PHCPiSMCWTE $1T1S3%NEilVKM rEATili€EOCE8�E # SEeT1f7N LOZAM 5TCM COA,STDPu Q SHTE63 EX 4LWEEVARE5 I ¢I afPE IMUj I 0.5 CUPM mml Ft ms I 82 LS 5' 9 (E 11' DRIVE LANE A"MI LOCU N of • SURME �'+i' LANE IV I E4STRGSIICfO'VS' architects 08 R ROAD EAST BE-CMN 0 Pacific Avenue. quite 460 HDR2. 1"=10' VERT. 1"=14' Tacoma, WA 98402 STA; 13+01.01 TO 13+88.58 WIDEN TO 16.0' W/ CURB, GUTTER, 8.0' PLANTER & Bff SDWLK 26 - 7 -4 0 00 co N CD CD Know what's below. CD III before you dig. GAD Nice D ' aY WA *S$ N 01ONAL {�l RECORD DRAWING 03-15-2021 NO RECORD INFORMATION SHOWN ON THIS SHEET. REUSE OF DOCUMENTS W G[MAl M W4 EUA 920 REGFROW&LT IN AOCTA MKi SM WAC M-23-07C AND U WIER 19.34 Row, UNRIVUOM ALINtM ff AM OF *t WpN+4 KIC Olt TWtS OCCSJINERi WL MAJDATE THE THE IG M AND DEWS i40MPMT1D }EEK AS M Nt31 PAaT OF THE PRM-5$ q WACF, IS THE PROPER-H I F NWHA ,IdIC}RIECSS Ark Is NOT TO EE UW1. IN 1FII:Lf 00 R WATT. FOR MY GTPV PMUT WNUFk WPIVEN AUBWErAVN a` W&M +J1oiTm I C. 1„ PROLOGIS 12720 Gateway Dr., Suite 110 Tukwila, WA 98168 20-414-762 R-404221 IN COMPLIANCE WITH CITY OF RENTON STANDARDS if, 10 10 z 0 DEVELOPMENT ENGINEERING 19 z LU rnair 0 1 1 / 010 CC yE ELITE; J PE 06/03/i w y 7gp1 P R L I RENTON 1 1 1 18 .APE �� 19 � i` CITY JPE OG/21f1� J. Eovea J. n I 601 MONSTER ROAD W P SO �JPE 06/25/19 UNWN. J. Etrvas J- n r E T Record Drawing documents 03-15-2021 P 6f-' : JPE o7f23f19 CH004M Acucar I AT E DATUM Planning/Building/Public Works Dept.OFFSITE SECTIONS, NOTES AND DETAILS .4 0 OW bonm BY DATE APPR AFP14mm SCAU A000ADMT SHEiT: 24 P<:51 CL 0) 0 ''z L.L.1 L_L_ 00 0 0 o LEGAL DESCRIPTION: Wl' 'R-L_' Or Tit SIC ELA1MdfAFMA" WLAFIT LtIT UhK iLNQSTLXWA NO. LUA-M-14P ILA GF THE CaY 1Y RENTW AS Rf.00F M 10M REC"t4 MAIMR i812504DM *TbeM 4F KIM1 nUMTY ALOno k ExtZPt TWT P4R't A. IF ANY. VDWY ET] TO Tl E On OF ROM% FDR WESDAa BY tIEFI) REtT]Ltpf'11 UNCE'R R£C'OKNW MSS 9706JW1401 51%rATE IN iHF. Cart of RENTON, L,Suvr Or u01MC, STICK it ZaNcm SPECX EXCEPT10N 1, EA5EMI_Tli(S) FOR tKE VURPDSE(5) SFKWN 6a0w AND F1GI+75 mC1pENT+1 THERFfi4, AS WANTTD N A DO WMEN1. PukRDSi. MrALTF.R RPM R[CMNNG NO: 3.37(L l AFFECTS. A F4R7*N OF SAL+fi pnW5E.5 {HOT PLOT -ARE f16iLTEHT I'S EiL.AVM7 IN kkTURE) 2. F ERATIONS 4F CIL, CM, CA$ AND MINGFIIL,S .AND/DR MINI=RAC %rkt Or ANY NA UAL AND WHT OT ENM TO WILAFPC WE. CONTAMIM IN THE DCrD GAAHTOR; STATE OF %ASHIN670N RiGQRAING NO-1 75EQ74 RIGHT OF SXIII Of wA WWON OR ITS SuGa!NQRS. %S=T 10 FWYIME4T DF GO+MPENH AIK)N THEJTEFM TD ACWIRF RGHT5-0{-AMT FOR FIR%IT ULR0AD5, SAND **VS. FLUNkF5, CANALS. wA7R GftRSI-4 OR 01l101 tksw[.M9 roll? Ikm%p W INC. AND MAIOLIWG 11raElM STUNt. rAK-)tkLS AND OTIV pk0,0dL15 rROM TI115 AND ONIP LJUND. A5 5' q IN DEED R IENRED Tt� ASWF (HOT PLOT-AElIE) 3 EASEMENT(S} FOIL THE FURP05E(5) SHO" IRELOW AND R*#TS NODENTAL THH2170. A5 6RANTW FN AL 00CUWENI- PL11fA,7SZ; CONVRUCTiON• IIkAINTtr%%CF- atlD DPOiAliON QF INPU51R L TRACK(51, TOCEMIN IMT14 NEC£SS1LRTr DORANK TENT SLOPE FOR CUTS A1Qj F1LL� R'fCDRNNG K., 535111N AIT CTS- * F'OUtN OF SA16 PREMISES G EASEMENIM FOR 1H1E PLAP13%(5) 910wN BELOW hmF R'IGtfN WOE IMiRLTO• A$ GRAFLTU 14 A POCVMEN1 . ritMITED ill' 9W CCUNN PURPOSE- EASETA [ FOR WIW WALL RICQRDIN(, DAn MIJNT r 24, IR70 Arrr,RDINC tn7' 661311.1 AFFECTS A PORTION OF S40 PRE4t4ES (EJL Af DDES HOT +'LFW At SilI37ECT MWE" S. F EMENI(S} FOR 711E PLJRW4) §-I0VN COW AN0 fro! +J4N NCII)ENTA1 THtKM. AS G1EAtM FN A DQCUMEM_ GFJFhITED T0; 1ME ^STY OF RE1411ON PLrRP05F WAtT[P PIPELJNF5 RfCORahtC DATE ALR;j$T t5, 1975 RECDRgNC NO: 7SO6159871 ALrF1:CTS; A R'It)N OF SAID fRE10SE`al WFO a- AS DUCFMSED TFr RE" JFJQ IE}lE NO tCMMY3 E AFFECTS 9.1bAW PP14PEl" BOUNDARY & TOPOGRAPHIC SURVEY A PORTION OF THE N W1l4 OF THE NW1l4 OF SECTION 13 TOWNSHIP JORTH, RANGE 4 EAST, W.M. CITY OF RENTON, KIN C UNTY, 1 A HIN T N dn1F19`2#' R-58.24' L*1{rZ9i' H17Cr1E!2,3�f 167s 8� 19' . R31P1T' N9F`S9'4f� 1P.{R1' L-o0 AQ' L574'15W'W 47U' 4*E-411 1l4AY' 6.155b'Se' PARCEL 133 Ir�73.61!' J-*7D-28' ErrY Or RENTON LAND VSF- ACTION NO LUA-96-149-LLA K,C- RE-C, HO G8123DG02 riK� SDI'T4'3Ei'E 2.09' N7cr42194 u7 05, °-1¢10,w L-trR,s1' a-.�x =da.1EF 8�532' L-Il1(r' i`1ml IM-14' lywur" 132.71, S8ff04'531F 11un, X-1'ES.Sw 1rI L■7�1' P*RCFl R1 &-gr'V'GY R-W 44' L#13"17' IL*1E7D3' 1 lif ENDS' t.3741' NPA7'Sp'35-F 81 FIE' fC; Nara�rt1* #'Tall (tf1 .3T CITY OF RENT12"LAND tt U5E ACTION?, LLA NO, 1t279118 1 Ilse Lb1Ai6-0W2(15 Kc, REC. N13. OFS'1l1&4mr20tURD19000IN^1'S3'C 1W1' rZ I1� S 0 100 2W 4W ■GALE: 1`+24150' I EA&tWJ9(S) FQR tF# p11tMblE(S} 1Hi0161 KL(N Ah(} R04M MDEWAL. Ti ERF.ip. A$ DAMlTLla 1V A 4E70JME)li; GI *Ml) T0PL:I, "kHXl S0jN} M A UCHI1 CO~ E UNIX*6R0UN0 Fl.{C'T1MC AND DLSTRFrIJRM 5%11M Nzam c [011. 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AS I$RLWQ rw As QIaCLWNT: AAWM351 R;ILAOAD 5" Ek%KNT R tr11G EATL- JUNE -''E, 1700 ftrl SaFrl, NU T109dFk1114N AFFECSS A P11RTK)N OF ` ■ cWFMISES (5#1[AIjN IiERE {iHlj 1T FA5LyEN1'tSj Fd* THE Pukkfff $j gMjw Ki-CA' ANp RT.H% IWMirg tF#RETO, Awo T4$ 1[1t115 4N0 0>0TKIPM Tr. ial. AS 0WOM IN A DOCUMFAFr_ KPPOSSE- RECPRV-AL E+L',EJ W1 VDIR HON-BUIDUZ *WA &W F.MERWNCr YFHICLE AD= MFMMIIIG WE DUNE 20. IR90 AEal%)Wd� MAD.: p04> m i iv AFFEI;TS A POMION OF SAD PREMISES {,MFORIFr 141E �fl} 12 %N115j t[R tiff PURPCrsFtsj S,iL1WM pr4G AwD W-111 6 IND9pEATAi TI#RM. A5 swi4'STW 17N' r 1ulru� 125.00' �� rs arm TC lV-7S` F i'N' R-t4Ta�5' tAlUl'"t7'4�71 1311IWMU IN A DOCUMCtff, C WTW IQ: THE OTY OF FEN14N PKfIj� I.Muto R17CCAMM VATC MARK .I. LHZ R#CT>F> IC Tip.: 994Ap30205 AFF(CTS' A MRIKIN DF TAD rPFy N3 [YE10i1H1 HCK ON) 13 AQIEEMF.W AM TK TEIIW' *0 DONOF11 M IMPEOF iiEQOQeM FATE:.M.M ID, 1 +1LCOM" No! N%Mit144: REGARDING. RpCdW DIXNT1oN FACWTV PuMr STATI¢8 AtAEEYENT AND 5IMPRCCA. 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I~ c> Jill z W S Z Z ~ = � O +n oe o LL • �x e■ A61W "NINIGN NAMES OD" A yrR OTRC19 ALAIUS RLWA KWLA CID CEDAR CH CHLRRY phMu4 I;WMj01NA1A CDT cor7aMwaot) ♦`GFLILUS 51k, DEC DECIDUOUS F FFR POEUDa71iM MENZIES11 FRU FRUIT F1 1`11%LT I.L" $k M MAPLE AMR SP. MAO MADRONA OAK OAK GILICIICU3 GANRYANA P1NE P1N� Il!! 6 V. 5PMiJCE SLUE SPRUCE PICE+S PUIOCXNS OIL 211.14If SAL 111 5P- 4 x� Iaa SO A LFE: 1--50' RECORD DRAWING 03-15-2021 NO RECORD INFORMATION SHOWN ON THIS SHEET. CI T` F .!%R RENTON Planning/Building/Public Works Dept. 0 I& r� ry C 9 REUSE OF DOCUMENTS TNIS DDIA M W EII N 9910 RKGFRG*I L f IN AOMMANIi SM r44C M-23-07C AND U WIER 19.34 RC'FA U>fi91*130D ALINtIOl ff AM IF 11t WNWAPKIR Olt M oCCa" ,ILL M AJDAII THE =NOT. 4w GDFTIMAMF me 5Gh1AIRK THE MM AND OESOS i40M ORA11'D fE EK AS M Xt3TILM aT OF THE PRM-5{ � WACF, IS THE PRUPER-IN IIF R1WHA ,IdIC}YIEM AFC IS MDT TO !£ UWI. IN *KU 00 RF PART. FOR ANT GTPV PMUT WNUUt ,MEtrilm 17FBWErAVN OG IIf&M +Jtl61TM architects 9 950 Pacific Avenue, Suite 450 Tacoma, WA 98402 253-572-4903 1 , Q PROLOGIS � 12720 Gateway Dr., Suite 110 Tukwila, WA 9$166 206-414.7625 R-404224 IN COMPLIANCE WITH CITY OF RENTON STANDARDS PROLOGIS RENTN 0 601 MONSTER ROAD SW Record Drawing documents 03-15-2021 BOUNDARY & TOPOGRAPHY SURVEY (FOR REFERENCE ONLY) co r FR � E10:6, M if, Ia Ia 0 z Ir (LATE; 11 16 18 U) FIEL6@00K P,vGf_- 1 .2 0 CL SryEEr: t_�: 27 51 z z z z z z Q z 0 +I— L Uj Ct co 0 0 J 0 ti EXISTING PROPERTY LINE 1! Matchline See Sheet L=3 i SCALEr 0 10' 30" 60, STREET TREI GINKGO BILOBO 'PRINCETON 3ENTR` 7 PRINCETON SENTRY -- - GINKGO G.C. TO USE CAUTION AND AVOID EXISTING UTILITIES IN STREET TREE STREET FRONTAGE & PERIMETER PARKING LOT LANDSCAPING, 3.091 SF k� PLACE: MENT. ANY PROPOSED DEVIATION OF THE REQUIRED STREET TRLES 701155 = 45% DEC- SHRUBS � �. AND PLACE ENT SHALL RE COORDINATED AND APPROVED WITH THE CITE' AN (LESS THAN 5{3°la DEC. PROVIDE[}) LAWN - DESIGN TEA FOR VARIANCE (SE E CIVIL PLAN)- . � -- � � � L - - ' 61 F EXISTING PROPERTY LINE ADJUSTED PROPERTY LINE JUNIPERUS SQUAMATA `BLUE STAR` l BLUE STAR JUNIPER -•.._ CFANOTHUS 'CONCHA' l ETULLJS'FA TIGIATA' J ' `4• - - _ CONCHA CALIFORNIA LILAC EUROPEAN HORNBEAfv!`'. ,'fir JJ FRAkARIA CHILOENSIS, 'PINK PANDA' & 'LI�STICK' l $AND STRAWBERRY MI)( ' LAWI` RH AROMATICA'GRO-LOW" J 1 ,923 FRAGRANT SUMAC A (yl �_-- - T NORTH INT. PAR#h!O �[) INT, PARKING: 4 PARKING LOT 222 SE ' } 316 SF- - _ _ L+13APIFif, - - 1-8Hfil}BS f _-:i.. ti� SHRUBS 9,425SF PROVIDED. — -"` :�r... PROVIDED v' - - ENT. PARKIN{',: - INT=PA1tE{IN = A�1EL.Ai�JCHIER GRANDIFLO - 1 - - - .g5 SF ..+ ' TJTUf N E3RILLIANCI=' / -':3 7 SHRUBS 6 SHRUBS 5 INT. PARKING LOT ERVI EBERRY 'f ` LAN[3SCAPING: 455 F 149 SF PRQIDEO PF20VIi1=D Cv- 21 SHRUBS PROVIDED � 17 SHRUBS , Sob -- :PROVIDEDij -* A. N DINA OMESTICA'GULF STREAM' J II T ti BUILC]ING FACADE PLANTING 149 DWARF �-I A1fEF+1L BAMBOO !. � PRUNUS CERASIFERA 'CIPRIOZAM' ! 17, EUI NYMU FORTUNEI'EMERALD AND GOLD' I CRIf4 Dix! POINTE PLI M PRi EMVRALD �4ND GOLD EUONYMUS �� NANDINA DOMESTICA'FIRE POWER' J PROPOSED , FIRE POWER HEAVENLY BAMBOO ( . SALE (SEE 1 CIVIL PLAN) I AZALEA'OUMPO PINK' l GUMBO PINK AZALEA �, :, — UUILDING FACADE PLANTING - — -LAWNN - — - - _� . t CARER MORROVVI I ' ARIEGATA' l } �(.., - 4.089 SF f. VARIEGATED JAPANESE SEDGE `` �� '� OMANTHUS HETEROPHYLLU'GOSHIKI'l ^• GOSHII FALSE HOLLY BUILDING FACADE PLANTING MAGNOLIA X G RAN D I F LORA'LI TTLE GEM' I+ LITTLE GEM SOUTHERN MAGNOLIA C' VIBURNUM DA IDII J DAVID VIBURNUM t ABELIA X GRAN DIFLORA'EDWARD DOUCHER' l GLOSSY ABELIA } ILEX CRENATA 'CONVE A' ! CONVEA JAPANESE HOLLY PRUNUS LAUROCERASUS'OTTO LUYKEN' l 1 OTTO L.UKEN LAUREL FRADARIA CHILGENSIS, 'PINK PANDA' & 'LIPSTICK') SAND STRAWBERRY MIX BUJLDING FACADE PLANTING VACCINIUM QVATUM r EVERGREEN HUCKLEBERRY PRUNUS LAUROGERASUS 'OTTO LUYKEN' } OTTO LUYKEN LAUREL A .,y PROPOSED I ' -.-FRAGARIA CHILOENSISr 'PINK PANDA' &'LIPSTICK' { .! SANE? STRAWBERRY MIX 11deed der ev�sed tier NO. CONSTRUCTED CIS mouni anon Fe K dif i anon REVISION BUILDING SL QWO{oEUJRVVfM 0 f 1 9 13EM+o�,SL 'ESL 1212011 L .01 /1 1- 0 BY DATE E , APP R °` YSL clLECKEv KBR AAPRD4E0: BrALE: E: CAE INCH Al PULL tJJ_C � FlOY QNL i4f:wl 8G8LE FOG�ROINIi3EY UERTKAL. Nx4L --Ma HCfbMNrAL PW 19H3i I DD1 DATUM I. SOLEIROLIA SOLEIROLII I BABY TEARS SARCOCOCCA RUSCIFOLIA I SEETBO RHODODENDRON 'PJW 1 PJM RHODODENDRON PIERIG JAPONICA 'FLAMING SILVER' l FLAMING SILVER JAPANESE PIERIS STREET FRONTAGE & PERIMETER PARKING LOT LAN DSCAPINGa: 4.856 SF 511 71 = 19% DEC. SHRUBS (LESS THAN 50 DEC. PROVIDED) ADJUSTED PROPERTY LINE EXISTING PR xc, LAWN 4B7 SF p NOTE; CONIFER - PLANTING TO ?� SCREEN DUMPSTER ENCLOSURE PINUS FLE ILIS 'VANDERVVOL14'S' l VANDERW JLF'S PYRAMID LIMBER PANE TRASH }` . ENCLOSURE PENNISETUM ALOPECURQIDES'LITTLEBUNNY' f , LITTLE BUNNY FOUNTAIN.GRASS I i ACER TRUNCATUM X A. PLATANOI DES ' AI RENRED"I PACIFIC SUNSET MAPLE - BERBERIS THUNBERGII 'CHERERY BOMBP f r CHERRY BOMB JAPANESE BARBERRY I I INT. PARKING'LOT I -� f I LANDSCAPING- 1,00Q SF I , 69 SHRUBS PROVIDED FAGUS SYLVATICA ,bAWYCK PURPLE DAWCK PURPLE BEECH RHUS AROMATICA'GR-LOW Co FRAGRANT SUMAC' . WEST I PARKING LOT I - -- �� LANDSCAPING I 18,732 SF ` x L ` RUBUS PENTALQBUS l---- CREEPING RASPBERRY I f CEANOTHUS 'C I HA' ' CONCHA CALIPdRN IA LILAC I. INT- PARKING LOT LANDSCAPING: 3,�68;SF 117 SHRUBS PROVIDEC) RECORD DRAWING 03-15-2021 NO RECORD INFORMATION SHOWN ON THIS SHEET. 1 TY OF FE! TON Planning/EuildingJPub13-c Warks Dept - 2 ,. L=4 Overall Site Plan 1 =200'M0 19 ,BRADLEY DESIGN ° m GROUP, inn. Landscape ArchiteiAure Site Planning 433a N. Lexington Street Tacoma, WA 98407 I ST,a't= Or REGISTERED LANDSCAPE HETEGT edle R + 1'1NOUA archirects 0 Pacific Avenue, Suite 450 Tacoma, WA 0 402 5-57-40 ROLOGIS. 12720 atewa Dr.. Suite 110 Tukwila; WA 9'8168 2 0.414-7 25 R-404225 IN COMPLIANCE WITH CITY OF F ENT N STANDARDS (DPLANNING ING DIVISION APPROVED OI/16.f2020jd1nU PROLOGIS RENTON 001 MONSTER ROAD SW Record Drawing documents 03-15-2021 LANDSCAPE PLAN 11��611E4 PAGE! UUMP 0 NO L-� SHEET Of 28 51 r - L_a C CD I 00 D LO 0 C) 00 z 0 z LU Ir 0 J 0 I� w z z z 7 z z 0 AL fi5 ' uj --.. N PAR! - LANC. LANCHIER X GF --- I I'N BFECIANC VICEBERRY rr STREET THE - GINKGO BILOBO'PRINCETON SENTRY"l PRINCETON SENTRY GINKGO G,C, TO USE CAUTION AND AVOID EXISTING UTILITIES IN STREET TREE PLACEMENT. ANY PROPOSED DEVIATION OF THE REQUIRED STREET TREES AND PLACE Pu ENT SHALL BE COORDINATE1) AND APPROVED WITH THE CITY AND DESIGN T EAI A FOR VARIANCE (SEE CIVJL PLAN). BUILDING FACADE PLANTING 149 F PRUNUS CERASIFERA'CIPRIOZAM' I 17 SHRUB CRIMSON POINTE PLUM PROVIDED NANDINA DOMESTICA 'FIRE PO ER' { FIRE POWER HEAVENLY BAMBOO ALEA'GUMPO RINK' I JMPO PIN K AZALEA JILIDING FACADE PLANTING AREMORROW11 rVARIEGATA' J 4RIEOATED JAPANESE SEDGE SMANTHUS HETEROPHYLLUS "OOSHIKI' l DSHIKI FALSE HOLLY 0 1 10110lel ls[ff:10I :3 a W-1011169 f el .IA X GRANDIFLORA'LITTLE GEM' i 3EM SOUTHERN MAGNOLIA JM DAVIDII f DAVCD VIBURNUM .1CHER' l PROPOSED BUILDING 10, 30` 60, SOLEIROLIA SOLEIROLII I+ BABY TEARS ARCOCOCOA RUSCIFOLIA j "ER .856 SF =D) — OFF -SITE TREES (TYP) STREET TREE - GINKGO BILQBO 'PR�NOETON SENTRY'l PRINCETON SENTRY f INKGO G.C. TO USE CAUTION AND AVOID E)GSTIN UTILITIES ICE STREET TREE PLACEMENT. ANY PROPOSED DEVIATION OF THE REQUfRED STREET TREES +— AND PLACEMENT SHALL BE COORDINATED AND APPROVED WITH THE CITY AND 4 DES1GN TEAM FOR VARIANCE (SEE CIVIL FLAN), PRUNUS CERASII=ERA THUNDERCLOUD'{ LINE THUNDERCLOUD PLUM . PERIMETER PARKING LOT TING PROPERTY LINE � LANDSCAPING: 674 SF 15134 = 44% DEC. SHRUGS LAWN HEUGHERE LLA MICRANTHA (LESS THAN 50% DEC, PROVIDED) _07 SF 'PALACE PURPLE' l PALANCH PURPLE CQRAL BELLS LAWN 1,71F LAWN � 1.689 SF y INT, PARKING LOT: LANDSCAPING: 173 SF 9 SHRUBS PROVIDI=D S4VEETBtD P INT. PARKING LOT NOTL: CONIFER- .-� LANDSCAPING: 71 SF RHODODENDRON `PJM' ' PLANTING TO i_ 4 SHRUBS PR OVIDED PJM RHODODENDRON -+1fZ SCREEN F. #. � PIERIS JAPONICA'FLAMING SILVER' l - DUMPSTER A '. NOTE- DEC. TREE NOT PLACED DUE TO FLAMING SILVER JAPANESE PIERIS I C rooL Cn rMIL ENCLOSURE r+ PROXIMITY TO PROPOSED LIGHT POLE { INT. PARKING LOT LANDSCAPING: 146 9F PINUS FLEXiLI , . , R '' ' ' 7 SHRUBS PROVIDED 'VANDER OLF'S' ... # I_ VACCINIUM O ATUM J VANDER OLF'B < ' EVERGREEN HUCKLEBERRY PYRAMID LIM13ER PINE � ,k A j PARKING L06 LANDSCAPING RiBES SANGUINEIJM I 1,951 SF F FLED FLOWERING CURRANT TRASH 4 EXISTING ENCLOSURE x ~ _ PROPERTY LINE { PEN NISETUM ALOP ECUR01DES'LITTLE BI INNY' �— ----- 3 7 . � � � � � � 1_ITTL E 13tJNNY FOUNTAIN CRASS _ . ' LAWN AGf R TRUNOATI,lM X A. PLATANOIDES _ _ ` _ r " � x x- 198 SF - ' 41+ARRENRED' l PACIFIC SUNSET MALE:':_; •" ;� --- _ -- - ` INT. .f ��, ti 405 SF 4. 21 SHRUBS BERSERIS THUNBERGII 'CHERERY BOMB` I . � r, PROVIDED x CHERRY BOMB JAPANESE BARBERRY — INT- PARRING LOT LANDSCAPING: 1,000 3F ►f _ — 69 SHRUBS PROVIDED t. - i FAGUS SYLVATICA'DAWY PURPLE' l ' DAWYCK PURPLE BEECH INT. PARKING: — - — - I 78 SF`- — RHUS AROMATIOA' RO-LOW' 1 ---=-+ 14 SHRUBS- FRAGRANT SUMAC � ' .. PRC)VIMD I 5 r - :%: ; r221 sr I ' � 11 SHRUBS �I PROVIDED,.. ; .44 WEST I I " LAWN PARKING LOT _T T� � r e � 932.S1F LANDSCAPING 15.732 SF i _ C RUBUS PENTAL61BIJ I--- I r 12 SF ' •I .�. ,. � - CREEPING f#ASPBERRI 7 SHRUBS C C. C1=ANOTHU 'CdNOHA' r( PROVIDED -.k . • i - CONCHA CALIFORNIA LI�AC I,' r , INT. PARKING LOT--RUBUS PENTALOSUS { � �• LANDSCAPING: 3,.468 EF CREEPING RASPBERRY W 117 SHRUBS PROVIDED I, 4 L _11�J ►.71 l it 1 Wj Revised per City Plan Comm._ 1 Revise oer itvJit Plan horn 11 _ Revised. per it l ite Plan om wised per Site Modification 13 Revised oelr Site Modification NO. I REVISION CHOWA TER NATA ! ME ICAN ORANGE EXISTING PROPERTY LINE PINUS FLEXILIS'VANDER OLF'S' l VANDERWOLF'S PYRAMID LIMBER PINE COTINUS COOOYGRIA'ORACE' J GRACE SMOKE TRUE ADJUSTED PROPERTY LIRE CUPRESSOCYPARIS LEYLANDIl Ir LEYLAND CYPRESS ARBUTUS UNEDO'COMPACTA' I+ COMPACT STRAWBERRY BUSH ARCTOSTAPHYLOS UA-URSI 1 KINNIKINNICK STREET FRONTAGE & PERIMETER PARKING LOT LANDSCAPING: 657 SF 9Q6 R 35% DEC. SHRUBS (LESS THAN 50% DEC. PROVIDED) INT.PARKING LOT LANDSCAPING: 219 SF 11 SHRUBS PRO iDED STREET FRONTAGE & PERIMETER PARKING LOT LANDSCAPING.7,675 SF 511207 = 25% DEC. SHRUBS (LESS THAN 50 DEC. PROVIDED) Matchline See Sheet Lm4 ,S -3 i Overall Site Plan 1 11=200'-0" >.'BRADLEY DESIGN °� 0. CROUP, inc. ' Landscape Archltedure �� Slt� 1�Cann3ng 433o N. Lexington Street T8coma, WA 96407 sTATF; OF WASH INGTON R�R3TEREU LANDSCAPE A5PffrECT 1 . 67 "''�INOUA ar itects ch 0 Pacific Avenue, Suite 450 Tacoma, WA 98402 23-72-4903 Imim �ROLOGIS 12720 Gateway Dr., Suite 110 Tubvila, WA 98168 200-414.7 2 R-404226 IN COMPLIANCE WITH CITY OF RENTON STANDARDS O O CD 00 P Pa.' RECORD DRAWING PLANNING DIVISION, APPROVED 03-15-2021 DI!1si2020 iainq NO RECORD INFORMATION SHOWN ON THIS SHEET. UERl1CS JWS Rl�bMAL. WDINW1 sa�iJ 511 # I E SL 1011YSL FE T !VL 1210 YSL ' °"E JKH DATUM l. L 01/1 AtPULLSC,Lf PlarmingJBUildingiPubllcWorksDept- iFeooreinCff BY DATE APPf rwPRm— SCALE AiCIORINNGLY PROLOGIS RENTN 01 MONSTER ROAD SW Record Drawing documents 03-15-2021 LANDSCAPE PLAN z Lu DATE IAll eila P PRAtiM4 as V4ffr Or 9 51 CIL G z z z i Z 0 z w 0 1 0 rr r L Matchline See Sheet L=1 SCALE. fI 1 EXISTING IPROPER2T VIBURNUM TINUS 'SPRING BOUQUETI SPRING BOLJOUET VIBURNUM ALONG WEST BOUNDARY OF STORAGE YARD PROVIDE 6' TALL CHAkNOLINK (BLACK VINYL ODATE=D) W1 BLACK SLATS NOTE: TREE CANNOT BE PLANTED ON PARKING � ISLAND NEAPJOR UNDERGROUND UTILITIES AND/OR EASEMENT LINES. NOTE: N0 ADDN'L SCREENING NEEDED ALONG SOUTH, EAST AND NORTH BOUNDARY OF STORAGE YARD DICE TO EXISTING VEGITATION, DEEP DEPRESSION CHANGE: IN TOPO AND BUIILDiNG SCREENING ALREADY IN PLACE. I I — OTTO LUYKEN L.AUI L RUBUS PENTAL613US 1 I -- CREEPING RASPBERRY' Ak CEANOTHUS'CdNCHA"! CONCHA CALIFORNIA LI�AC INT. PARKING LOt I PROPOSED LANDSCAPING: 3.' 68 SF 117 SHRUBS PROVIDED FRAGARIA CHILOUNSIS, 'PINK PANDA" &, 'LIP TICK I BUILDING I SAND STRAWBERRY MIX I I C � FAGUS SLVATICA'DAWYCK PU ` DAWYK PURPLE BEECH I j R H U S AROMAT[CAI ' RO-LIQ I— FRAGRANT SUMA A I I l - - E 1 I ARCOCO CA R1 I SWEET130? INT.:PARKING L0- I ANTHUS SINENSIS 'MORNING LIGHT' I I '= 5: MORMNG LIGHT MAIDEN GRASS LANOSCAPENG: 21 18 SHRUBS i�RtOi+ �P1 1NU5 LAUROCE�tASUS'OTTD LU '1C1=EV' BUILDING FACADE PLANTING AMELAN HIER GRANDIFLORA } OTTO LUYKEN LAUREL CARER COMANS'BRON E' I 'AUTUMN BRILLIANCE' I SERVICES RRY INT4 PARKING LO BRONZE i�iE FALAND SEDGELANDSCAPING. 6 n, FRAGARIA kA CHIk_O1rE 1SIS, PAN![ P�ANI IA` & LkF STkC J A ALEA'GUMPO PINK'I 34 SHFRI,j" PRO' SAND STRAWBERRY MIX GUMPO PINK AZALEA A ' ' SOLEIR�OLIA SOLEIROLII 1. PRUNUS LAUROCERASUS OTTO LUYKEN',' ;. OTTO LUYKEN LAUREL LAVAIJDULA IEVTERfEDIA'PFOVECE' BABY TEARS 7� ILEX CRENATA'CONVEXA' I PROVENCE LAVENDERS RHODODENDRON 'PJM' I ~ PJM RHODODENDRON CONVEXA JAPANESE HOLLY — BERBERIS THUNBERGII 'CHERERY BC7MB' I :INT'. PARKING_ A. A OUILDING FACADE PLANTING � CHERRY I30MB JAPANESE BARBERRY � 98. SF + SOUTH 0 SHRUBS I ACCINIUAA OVATUM I PARKING LOT Aj EVERGREEN HUCKLEBERRY LANDSCAPING INT, PARKING LOT PROVIDES? —ROSMAR I'NUS OFFICINALIS 'TUSCAN BLI.JE' I F LANDSCAPING. 344 SF TUSCAN BLUE ROSEMARY 21 SHRUBS PROVIDED I r - - I PRUNUS CERASIFERA 'CIPRIOZAM'1 EUONYMUS FOR2TUNEI 'EMERALD AND GOLD' I AI CRIMSON POINTE PLUM — EMERALD AND -GOLD LUONYMU 114 sr — L I !. II. PROVIDED - f r RkBE9 SANGUINEUM J f {- JUNIPERUS SCOPULORUM "SKYROCKET 1 � RED FLOWERING f2 ' UPRIGHT JUNIPER RING CUR ANT NANDINA DOMESTICA'FIRE POWER I FIRE POWE HEAVENLY BAMB00 - - � FRAGARIA CHILO1 VIBURNUM DAVIDII I 'PINK PANDA" � "LI , F 0DAVID VIBURNUM i STORAGE WARD JUNIPERUS HORIZO iS WILTONII' SAND TRAVti+I3EI� ( l+lATE11E GROWTH Y4�TH BLUE RING JLJNIIPER f' PROTECTION LIMIT—PENNISETUM ALOPECUROIDES'LITTLE BUNNY`/ LANC�SCAPI NG' 30� F INT, P LOT LITTLE BUNNY FOUNTAIN GRASS API 7 SHRUBS PROVIDED � � — 18� F • 3 SHF#UE3 PROVIDED PERAEA JAI'0N1CA "GOLDFLAMEt' I DOFF -SITE TREES (TYP) GOLDFLAME SPIRFA NO. 00 NATIVE GROWTH `- PROTECTION LIMITS Ua PERIMETER PARKING LOT LANDSCAPING: 437 SF 1 137 = 32%, DEC. SHRUBS (LESS THAN 50% DEC. PROVIDED) K• REVISION cation FS L DFF. , F LA 2F20 ORAYK# YSL F L OVUM GHK: XBR BY DATE APPIR --A-' ON -SITE TREES TO REMAIN (TYP) INT. PARKING LOT LANDSCAP[NG� 400 SF 21 SHRUBS PROVIDED ACED TRUNATUM X A- PLATANOIDES `WARRENRED' I PACIFIC SUNSET MAPLE B 81 E: 1 "=30"-7 UK INCH At FULL SCALE IF HOT 4NE C9CF+ M LEA€CORI7IHQY VFFMC4. NAUj] $ME HOMMWAL. WO1POT199i DATUM � IJ I PERIMETER PARKING LOT LANDSCAPING: 6DO SF 15140 = 38% DEC. SHRUBS (LESS THAN 50% DEC. PROVIDED) RECORD DRAWING 03-15-2021 NO RECORD INFORMATION SHOWN ON THIS SHEET. f CITY E L RENTON PlarininglBLliIdingiPublic Works UepL Overall Site Plan 1 "=200'-0" BRADLEY DESIGN I�Z CROUP, Inc. Landscape Arch1tecture site Planning 433u N. Lexington Street Tatorraa, WA 98407 STATE OF SMASH INGTON REGISTERED LANQSCRRE 74 J adle R d .637 '�'�INOUF architects 0 Pacific Avenue, Suite 450 Tacornal, VVA 98402 23-7-403 ient: PROLOGIS, 12720 Gateway Dr., Suite 110 Tukwila, WA 98168 20 -414.7 2 R-404227 IN COMPLIANCE WITH CITY OF F ENT N STANDARDS PLANNING DIVISK)NI APPROVED b 1116/2020 (ding PROLOGIS RETN 601 MONSTER ROAD SW Record Drawing documents 03-15-2021 LANDSCAPE PLAN DATE 11116I" is FIELDIiOCK PAGE ORALM 4 ND. L- O co Q0 CD co r � L � CD F 00 LID LO 00 0 z ud IM cn CD 0 0 0� z z z PROPOSED BUILDING L 1 z 0 L!J Q� BUILDING FACADE PLANTING CAREX COMANS 'BRONZE' I+ j BRONZE NEW ZEALAND SEDGE rr r LAVANDULA X INTERMEDIA'PRO ENCE' I PRO ENCE LAVENDER BERBERIS THUNBERGI I 'CHERERY BOMB' 1 CHERRY BOMB JAPANESE BARBERRY ROSMARINUS OFFIGINALI 'TUSCAN BLUE'{ TUSCAN SLUE ROSEMARY 0Ilk' RUBUS PENTALOBUS 1 I - 123 SF CREEPING RASPBERRY I 7 SHRUBS I ' CEANOTHUS ' dN HA' / I -, I' PROVIDED CONCHA CALIFORNIA LILAC !: ARBUTUS UNEDO 'COMPACTA' { COMPACT STRAWBERRY BUSH ARCTOSTAPHYLOS UVA-URSI I+ KINNIKINNICK C i' INT. PARKING, LOT I � RUBUS PENTALOBUS 1 �- LANDSCAPING ; 3,168 SF ' :FtEEPINC, RASPBE#�tYl ' 117 SHRUBS PROVIDED — .ter •• I I � ��- ., � I I. z FAGUS SYLVATicA,oA1+ YCK PURPLE' � 131 SF � ir r 8 SHRUBS—DACC ICRPLEEECHPROVIDED RHUSARQMATICAI'FO- FRAGRANTSUlAC!I 4 { •� -- ___--- COTINU ODODRIA'ORACE'l SF i - _-- GRACE SMOKE TREE 10 SHRUB - �T ARBUTUS UNEDO 'COMPACTA' ! I I SARCOCO GA RUSCIF0LIA — PROVIDED ''+�r_' �� COMPACT STRAWBERRY BUSH iSWEETBOX 1 WEST PINUS FLEXILIS VANDERWOLF'S 1 INT. PARKING LOT S -1 — _ '} _. VANDERWOLF'S PYRAMID LIMBER PINE PARKING LOT -� LANDSCAPING: 290 SF . --; �LANDSCAPING r ARCTOSTAPHYLOS UVA-URS1 J 18 sHRUBS:PROVIDED .'+— - 65-985 SF xF KINNI INNICK AMELANOHIER X GRANDIFLORA Fmk 'AUTUMN BRILLIANCE' 1 SERVIOEB RRY INTI PARKIW LOT � ,� — 134 SF ry LANDSCAPING- 606 SF STREET FRONTAGE 34 HF B PROVIDED' ` - 8 SHRUBS AZALEA 'UhhPO PINK' I ��- � � � II � � �~ GUMP0 PINK AZALEA PROVIDED F _-- ROW IMPROVEMENT SOLE IROLIA SOLE IROLII ! I �' ~~ BABY TEARS I - I r 148 SF ' RFiODODENpItO1V'P�IA+1' 1 -- r - - J ;`M1 ` ' 8 SHRUBS , 1; 1 PJM RHODODENDRON ~`� �` PROVIDED 1�� Y• l� �IIINT, PARKING; r 11 �I - I SOUTH 20 SHRUB PARKING LOT1 ' PROVIDED LANDSCAPING INT. PARKING LOT - ____ - ' ' • y:': 1 3,116 SF LANDSCAPING: 344 SF --- ;. INT. PARKING_ V.�- 21 SHRUBS PROVIDE] + { 543 SF 31 SHRUBS _ y.t.. }� �, w a'�r �,, L. — I I k',� - 'mil PROVIDED ' I - A 4 1 PRUNUS CERASIEERAY CIPRIOZAMi 1 EUONYMU I FORTUNEI EMERALD AND GOLD CRIMSON PQINTE PLUMEMERALD AND GOLD EUONMUS ... . _ _ 114 S V. --- . PROVIDED --- .-__-00 i I ,JUNIPERUS SCOPULORUM'SI{YRDCET' �Y RII3ES SANGU]NEVik+l ! -'• _ _ :: , ''•' RED FLOWERING CURRANT ' UPRIGHT JUNIPER � - FRAGARIA CHILOENSI& VIBURNUM DAVIDII J - 'PINE{ PANDA' &'LIPSTICK' J DAVID VIBURNUM SAND STRAWBERRY MIX INT. PARKING: x >— NATIVE GROWTH JUNIPERUS HORIZO IS `WILTONII' 1 250 F NATIVE GRO TR BLUE RUG JUNIIPER PROTECTION LIMITS i PROTECTION LIMITS 20 SHRUBS —PENfVISE-n 11LA ALOPECUROIDES'LITTLI- QHhIK1Y'! ON -SITE TREES TO REMAIN (.TYP) INT. PARKING LOT LANDSCAPING'. 400 SF 21 SHRUBS PROVIDED -ACER TRUNCATUM X A. PLATANOIDES 'WARRENRED' 1 PACIFIC SUNSET MAPLE i SCALE. 1'---3 '-O" 0 101 Jl/ i 4500 LITTLE BUNNY FOUNTAIN GRASS PROVIDED —OFF-SITE TREES (TYP) PERIMETER PARKING LOT LANDSCAPING.600 SF 15140 = 38% DEC. SHRUBS (LESS THAN 50% DEC, PROVIDED) � Fvised -per pity Plan Comm. '10 Revised Der 6/ it Plan Corn 'i 1 Revised I- of it l ite .Plain Corn ey' jojj piti-ModIrie tIon 13 Devised per Site Modification 140. REVISION ITI2 19 L peuGum Y$L F L ` L r L BY 1 0/1 1 0111 DATE APPR -ate m �" -KBR —Rw-: ----� CUPRE SOCYPARIS LEYLANDU 1 LEYLAND CYPRESS EROSION CONTROL SEED MIX 3,322 SF SCALE: 1 "R3t}, jt,i OHe INCH At F uu SCE IF %0r ONE R%FY ECJ'LE AC"ROINGLY VERT1EJ4..?"V13 j'M 3+aRI�o4'ru. ems} ,4ea� 14G, DATUM ' Matchline See Sheet L=2 f STREET FRONTAGE & PERIMETER PARKING LOT LANDSCAPING. 7,675 SF 511207 = 25% DEC_ SHRUBS (LESS THAN 50% DEC_ PROVIDED) L=3 RECORD DRAWING 03-15-2021 NO RECORD INFORMATION SHOWN ON THIS SHEET. CITY OF RENTON Plallning,'BuiIdingfflublic Works Dept_ �Ft_ L=4 Overall Site Plan 1 11=200'-0" I BRADLEY DESIGN GROUP, inc. Landscape Arch ltec;L,re Site Planning 4330 N. Lexington Street Tacoma, WA 99407 STATE OF WASH INGTON REGISTERED LANDSCAPE KrECT idle 15 , "''�INOUA arch i 6tects 0 Pacific Avenue, Suite 450 Tacoma, WA 98402 23-57-403 ient, PROLOGIS 12720 Gateway Dr., Suite 110 Tukwila, WA 98168 206-414.762 R-404228 IN COMPLIANCE WITH CITY OF RENTON STANDARDS PLANNING DIVISION APPROVED' 01116. 020 joling PROLOGIS RENTN 0 01 MONSTER ROACH SW Record Drawing documents 03-15-2021 LANDSCAPE PLAN C) C) 0O 0 C) LO LO C 00 z Lla Ir MkTE' U) 1111 W18 F =1 OBOW- J 0 :31 51 n z 0 F— z Lu cr cn 0 0 0 It CL Lo PLANT SCHEDULE: SYMBOL CITY. BOTANICAL NAME / COMMON DAME TREES - EVIERGREEN SHRUBS SITE SPACING, CONDITION & REMARKS 8 ACER TRUNCATUM X A. PLATANOIDE 'WARRENRED' i PACIFIC SUNSET MAPLE 241 CAL, B&B. BRANCHED @ 5' HT. (STREET TREE 0UALITY) 17 AMELANCHIER X GRANDIFLORA 'AUTUMN BRILLIANCE' 1 SERVICESERRY 4' ' HT. E&I3/Cant„ NURSERY GROWN 12 CARP INUS BETULUS 'FA TIGIATA' ! PYRAM IDAL EUROPEAN HORNBEAM " CAL- 13913, BRANCHED @ 5' HT. (STREET TREE QUALITY) 8 FAGUS SYLVATICA 'DAWYCK PURPLE'l DA4WYCK PURPLE BEECH 241 CAL, B&B. BRANCHED @ 5' HT. (STREET TREE QUALITY) 6 GINKGO BILOBA 'PRINCETON SENTRY' I PRINCETON SENTRY GINKGO 2" CAL- B&B, BRANCHED @ 5' HT- (STREET TREE QUALITY) 4 MAGNOLIA X GRANDIFLORA'LITTLE GEM' f LITTLE OEM SOUTHERN MAGNOLIA 2" CAL- B&B, MULTI -TRUNK (3 CANES}, EVENLY BLANCHED 6 PRUNUS CERASIFERA'C1PRIOZAM' t CRIMSON POINTE PLUM 2" GAL- B&B, BRANCHED @5' HT. (STREET TREE QUALITY) T PRUNUS CERASIFERA'THI NI)ERCLOUD' i THUNDERCLOUD PLUM (UtiliTree) 2" CAL- B&B, BRANCHED @ 5' HT- (STREET TREE QUALITY) 5 C U PRE SSOCY PAR I S LEY LAN DiI { LEYLAND CYPRESS 18 PINUS FLEXILI 'VANDERWOLF' ' I VANDERWOLF'S PYRAMJD LIMBER PINE 23 ASELIA X GRANDIFLORA 'ED ARE) GOUCHER' J GLOSSY ABELIA 141 ARBUTUS UNEDO'COMPACTA' i COMPACT STRAWBERRY RUSH — 27 AZALEA 'GUM PO PINT{' l GUMPO PINK AZALEA 74 BERBERIS THUNBERGIl'CHERERY BOMB' I CHERRY BOMB JAPANESE BARBERRY 80 CEANOTHUS 'CONCHA' / CONCHA CALIFORNIA LILAO 131 CHOISYA TERNATA I MEXICAN ORANGE — 10 COTINUS COGGYGRIA'GRACE' l GRACE SMOKE TREE 81 EUONYMUS FORTUNEI 'EMERALD AND GOLD' / EMERALD AND GOLD EUON MUS — 85 ILEX CRENATA'CON VEXA' i OONVEXA JAPANESE HOLLY ' 06 JUNIPERUS HQRI ONTALIS'WILTONII' l BLUE; RUG JUNIIPER 17 JUNIPERUS SCOPULOPUM 'SK ROCKET' / UPRIGHT JUNIPER 65 JUNIPERUS SQUAMATA'BLUE STAB' l BLUE STAR JUNIPER } 49 NANDINA DOMESTICA'GULF STREAKI' l DWARF HEAVENLY BAMBOO y� 46 NA4NDINA DOMESTICA TIRE POWER' l FIRE POWER HEAVENLY BAMBOO — 42 OSMANTHUS HETEROPHYLLUS -GOSH I K I- I GOSHIKI FALSE HOLLY I)— 59 P1 ER IS JAPONICA'FLAMING SILVER' I FLAMING SILVER JAPANESE PIERIB — 76 PRUNUSLAUROCERASUS 'OTTO LU KEN' l OTTO LUY EN LAUREL paw. 50 RHODODENDRON 'PJM' ( PJM RHODODENDRON 195 RHUS AIROMATICA'GRO-LOW-1 FRAGPAN T SUMAC 161 RISES SANGUINEUM l RED FLOWERING CURRANT 16 ROSMARINUS OFFICINALIS 'TUSCAN BLUE' l TUSCAN BLUE ROSEMARY 202 SARCOCOCCA RUSCIFOLIA I SVVEETE30X 0-- 104 SPIRAEA JAPONICA'GOLDFLAME' l GOLDFLAME SPIREA 204 VACCINIUM OVATUM / EVERGREEN HUCKLEBERRY — 83 VIBURNUM DAVIDII / DAVID VIBURNUM 42 VIBURNUM TINU 'SPRING BOUQUET' l SPRING BOUQUET VIBURNUM FERNS, GRASSES & PERENNIALS 6'-THT- 6'-7' HT. 5 GAL. CONTAINER 5 GAL- CONTAINER 2 GAL- CONTAINER 2 GAL- CONTAINER 5 GAL. CONTAINER 5 COAL. CONTAINER 5 GAL. CONTAINER 2 GAL. CONTAINER 5 GAL. CONTAINER 1 GAL. CONTAINER 4'-5' HT. 15-18" HT- GAL CONTAINER 2 GAL, CONTAINER 5 GAL. CONTAINER 5 GAL- CONTAINER 2 GAL. CONTAINER GAL- CONTAINER 1 GAL- CONTAINER 2 GAL- CONTAINER I GAl . CONTAINER 2 GAL- CONTAINER 2 GALL, CONTAINER 2 GAL. CONTAINER 2 GAL CONTAINER 5 GAL- CONTAINER B&B, NURSERY GROWN B&S, NURSERY GROWN FULL FOLIAGE. 42" O.C. FULL FOLIAGE. 48" O.O. FULL FOLIAGE, 30" O-. FULL FOLIAGE, 3W O.C. FULL FOLIAGE, 72" O.C. FULL FOLIAGE, 36" O.C. FULL FOLIAGE, AS SHOWN FULL FOLIAGE, 36" O.C. FULL FOLIAGE, 42" O.C. FULL FOLIAGE, 24" O.C. B&B, NURSERY GROWN FULL FOLIAGE, 4" O.C. FULL FOLIAGE, 36" O-C, FULL FOLIAGE, 30" O.C. FULL FOLIAGE, 36" C.C. FULL FOLIAGE, 30" 0. C. FULL FOLIAGE, 42" O.C. FULL FOLIAGE, 3" Q.C. FULL FOLIAGE, 36" O-G. FULL FOLIAGE, 36' O-C- FULL FOLIAGE, 24" O.C- FULL FOLIAGE, 30" O.C- FULL FOLIAGE, 30" O.C. FULL FOLIAGE, 42" O.C. FULL FOLIAGE, 48" O-C- FULL FOLIAGE, 42" O-C. 77 CAREX COMAN 'BRONZE' l BRONZE NEW ZEALAND SEDGE 1 GAL- CONTAINER 18" 0-C- 67 CAREX MORROWII 'VARIEGATA' i VARIEGATED JAPANESE SEDGE 1 GAL- CONTAINER 18" O-C- 19 HELICTOTRICHON EMPERVIRENS'SAPHIR PRUDEU I BLUE OAT GRASS 1 GAL. CONTAINER 18" O.C. 30 HEUCHERELLA MICRANTHA'PALACE PURPLE" l PAkLANCE PURPLE CORAL BELLS 1 GAL- CONTAINER 18" 0-C- 32 LAVANDULA X JNTERMEDIA'PROVENCE' l PROVENCE LAVENDER 1 GAL- CONTAINER 24" O-C- 63 MISCANTHUS SINENSIS'MORNING LIGHT' i MORNING LIGHT MAIDEN GRASS 1 GAL. CONTAINER 60" 0,C- 01 PENNISETUM ALOPECUROIDES'LITTLE BUNNY'/ LITTLE BUNNY FOUNTAIN GRASS 1 GAL. CONTAINER 18'0-C. GROUNDCOVER 1.4-42 ARCTOSTAPH LOS UVA-URSI i KINNIKINNICI 9,565 FRAGARIA CHILOENSIS,'PINK PANDA' &'LIPSTICK' / SAND STRAWBERRY MIX 6,163 RUBUS PENTALOBUS i CREEPING RASPBERRY 899 SOLEIROLIA SOLEIROLII I BABY TEARS — 13,860 SF LAWN - SEED OR SOD #_ 3,322 SF E!C MID, EROSION CONTROL SEED MIX 4 1 GAL- CONTAINER 24" O.C. 4" POTS 18" O-G- 4" POTS 18" O.C- 4" POTS 18" O- . Seed or Sod per Onef's request Supplier auamark Seeds: 1-888-214-7333 CONSTRUCTED 9 1 Revised per City Plan Comm. . 10- .i..Revise .. per C it W..lte PIan. Comm. 11 f Revised per Cit /Site Plain Comm. 12 1 Reprised Oer Site Modification 1 Revised per Site Modification ModificationNO. REVISION -Y .L" ,07/2: YSL 11011f YSL 11 12( YSL 101114 BY I DATE PLANTING REQUIREMENTS: GENERAL NOTES: A, Plant material list 8ubrnitla1: within 30 calendar days after receipt of the notice to proceed, landsnape contractor shall submit a m mplete list of materials proposed to be furnished and -installed demonstrating conformance with the requirements specified. Include the riame, addresses and telephone numbers of all plant material suppliers and g rowers. 1.A. Do rmentatlon shall also include suppliers name, contact person, addfess. telephone number, botanical and common name, plant size and size of container or ball- 1.B, Contractor shall provide a signed statement from the plant suppliers who have furnished the plant materials ideotifying the plant materials being Supplied by bota n iral and Gammon names, plant Size and stating that all of the plants supplied by them ere in healthy growing conditions meeting they asns, 1,C- Submit a project installation schedule, coordinated with the proposed soil amending and planting schedule to the landscape architect or owner for approval at least 30 calendar days prior to start of work under this section, B, Substitutions of plant materials will not be permitted uniess authorized in writing by the landscapa architect or owner. If proof is submitted that any plant specified is not obtainable, a proposal will be considered for use of the nearest equivalent size and a variety, Such proof small be substantiated and submitted in writing to the landscape architect or owner at least 30 days prior to start of work under this section. These pfovisions shall not felieve contractor of the responsibility of obtaining specified materials In advance if special growing conditions or other arrangements must be made in order to supply specified materials, C- Plants shall be subiect to inspection and approval by landscape architect or owner for conformance to specifications upon delivery to the project site. Such approval shall not impair the subsequent right of inspection and rejection dunrtg progress of the work. Contractor shall give landscape architect 48 hours advance notice when plants wlII be delivered to the site for inspection- Inspection of plant materials shall take place within 24 hours of delivery to the site. D, Coordinate work with other trades as required. E. Locate all underground utilities prior to commencing work to avoid damage to buried pipes and cables, F, Provide protection fnf all property, persons, work in prNress, structures, LltilitieSr walls, curbs and paved surfaces from potential damage arising from this work. The contractor shall pay for any such damage at no additional cost to the owner. Unfinished and completed work shall be pfotected from erosion or trespassing, afrd proper safeguards shall be erected to protect the public from injury or danger, PLANTING NOTES: 1. Verify bed [in es and plant layout with landscape architect prior to commencing work- 2. Verify that site conditions are acceptable prior to beginning work. Do not install any site elements or plant material until unsatisfactory conditions are corrected- Whert conditions detrimental to plant gro thfaonstructed elements are encountered, immediately notify the owner- 3. Substitutions or changes in materials and plaoernent shall be made only after written change orders are accepted by the owner. 4- Install protective fencing for on site existing trees and vegetation to remain. and plant material located on adfaoant property phor Eo commenchig work. The critical root protection area of all trees to remain has been established as a V radius of protection area for every 1" of diameter measured at 4.5' above grade, or the tree drip line. whichever is greater. Locate tree protection fencing as indicated on plan. Fencing is to be installed with stakes driven into the ground, not mounted on cinder blocks. Signage shall be affixed to the fencing that reads: 'No Erntry, Tree Root Protection Area', See existing tree and vegetation protection detail for additional information, 5. All areas subject to clearing and grading that have not been covered by impervious surface, incorporated into a drainage facility or engineered as structural fill or slope shall, at project completion, demonstrate tha following: 1) General Soil Requirements; The topsoil layer shall have a minimum depth of eight incites except where tree roots limit the depth of incorporation of amendments needed to rneat the criteria- Subsoils below the topsoil layer should be scarified al least 4 inches with some incorporation of the upper material to avoid stratified layers, where feasible. The topsoil layer shah have an organic matter content of 5% dry weight for Wrf areas, and 10% dry weight for planting beds (typically around 20-25% compost far turf areas and 3 0% compost far planting areas), The soil portion must be 75-80% sandy loam for turf areas, and 60-65% sandy loam for planting areas. Soil pH should be 5.5-6.5 for turf areas. 5.5-7.0 for planting areas and 4.5-5.5 for areas planted with acid -tolerant or native plantings- 2) Requirements for Amenciing Existing Sofl in Place: Turf Areas - Place and mtotill 1.75 inches of composted material into 7.75 inches of existing soil for a total depth of 9,5 inches, and a settled depth of 8 inches. Subsoils below this layer should be scarified at least 4 inches, for a finished minimum depth of 12 inches of uncompated soil, Planting Beds - Place and rototi1 3 inches of composted material into 6.5 inches of existing soil for a total depth of 9.5 inches, and a settled depth of 8 iches, Subsoils below this layer should be scarified at least 4 inches, for a finished minimum depth of 12 inches of uncornpated soil - Do not scarify within drip lines of existing trees to be retained, 9 SURAYM. Q YSL 19 9 u YSL BR APPR I ,waROr6G As indicated OF! INU hf FULL 9GLLE 1, *GT QNE i5C?7 $ME hx4259vhr.Lf HOMWNtAL: kdb 19MI90 DATUM s 3) Requirements far Applying Irmparted Topsail, Turf Areas and Planting Areas - Scarify or b11 8ubgrade in two directions to 6 inches depth. Entire surface should be dislufbed by scarification, Do not scarify within drip lines of existing trees to be retained. Place 4 inches of imported topsail mix on surface and till into inches of soil, Place second lift of 4 inches topsoil mix on surface. 4) Requirements for Reapplying Stockpiled Topsoil: Turf Areas - Reapply stockpiled soil and rototilI In 1.75 inches of composted material for a corrkbined rninirnum depth of 8 inches of soil and compost - Planting Beds - Reapply stockpiled soil and rototiI in 3 inches of composted material for a combined minimum depth of 8 Inches of soil and compost. 5) Within Stormwater Systems - On -site soil mixing or placement shall not be performed If soil Is saturated or frozen- Total amended soil depth shall be a minimum of 18 inches, Mix all soil amendments uniformatly throughout the rain garden soil section. Amended soil shall be placed in horizontal layers in no greater than 12' lifts, Allow sails to commpact and settle naturally- Areas can be watered after eaO lift is placed to speed settling, but should not be wetted to saturation. Until the upstream catchment area is thoroughly stabilized, flow diversion and arasion control measures must be installed to protect the bioretefition area from sedimentation. 6) bake beds to smooth, clean and remove all rocks, foots and debris over 1 inch in diameter- Water or roll turf areas to compact soil to 85 percent of maximum- Finish grade shall be at least 3 inches below adjacent hard surfaces for planting areas to allow for application of mulch- Finished grade fof turf areas shall be at least 2 inches below adjacent hard surfaces. All planting areas must be mulched with 2 inches of organic material. 6- Plants shall be pit planted with a 50150 pfepared mix of native soil and topsoil mix, See planting details for depth and staking requirements, 7- Fertilize a I I installed plants during backfiII operations with organic fertilizer as recommended by manufacturer- 8, Mulch all planted areas with a minimurn 2 inch (2") depth of medium fine bark mulch, Firnlsh grade of mulch shall be one inch (1") below top of adjacent hard surfa9. 9. All plant material to be nursery grown stock and arrive on -situ in a healthy. vigorous, well branched, disease and insect free candition, 10- Plant trees, shrubs and groundcover as shown in the planting details - Roughly scarify sides of the planting pits. install plant material at finish grade and feather bark mulch away from base of plant. Water plant pits tharough Iy midway through backfilling and add fertilizer tablets. Balled and burlapped material that cannot be Installed immediately shall be heeled In, mulched and watered regularly to keep root bails moist, 11, Provide landscape maintenance immediately after planting and continue until final acceptance- Work shall include watering. spraying, fartiiizing, pruning, resetting of plants, resloNfig eroded areas, adjustments to staking and removal of w&8clsldebds as required for healthy plant growth, 12, Inspection and acceptance: the awnerWill rmake an inspection for substantial completion of the work upon request by the contractor. 13, Replacement of plantings: femove any plant from site that is either dead. or in unsatisfactory condition as determined by the owner or landscape architect. Replace with a new planting of equal size and species as soon as conditions pefrxnit within the normal planting season. All replacement plantings arse then to be under re -instated guarantee period as specified. Identify those replacements and take whatever measures necessary to prevent similar demise of additional plant material- 14. Provide root Farrier in a surround or linear pattern for tree plantings when trunk is located within five(5) linear feet of any paged surface. Deeproot universal barrier #ub18-2 (or approved equg1). Install per manufacturers recommendations. Warranty; The warranty shall include replacing and planting the same size and species of plant material, as- shown on the landscape plan and that has been designated, by the landscape architect, to be replaced, Except for loss due tc excessively Severe dimatolNiral conditions (20 year weather charts), installed plant materials are required to be guaranteed until the end of one growing season against defects and unsatisfactory growth, except for cases of neglect or abuse by tha owners or others. Al plants replaced shall be re -instated under these plant guaranty conditions. RECORD DRAWING 03-15-2021 NO RECORD INFORMATION SHOWN ON THIS SHEET. eRClT F PENTON Planning/BuildingfPublic Works Dept. "lei La BRADLEY DESIGN ope ROU Pr inn. Landscape Architeduri2 Site Planning 4330 N. Lexington Street Tacoma, WA 98407 STATE OF WASHINGTGN RE�]STERE6 LANDSCAPE 4FHrrECT at die i NNOVA architects 0 Pacific Avenue, Suite 450 Tacoma, WA 08402 2-572,490 f%k 44 f PROLOGIS, 12720 Gateway Dr., Suite 110 Tukwila, WA 98168 206-414-75 R-404229 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 PLANNING DIVISION APPROVED DI+1612020 ldsrg PRL.IS RENTN 01 MONSTER ROAD SW Record Drawing documents 03-15-2021 LANDSCAPE PLANT SCHEDULE & NOTES WG: 111/6118 r kLLmccK FADE Wtww i Nu. L- _ _ rlHN ...Olt. 32 51 C) CD C) C) I co 0 0 I 00 D J L0 0 O 00 CL I z 0 z L1J 0 J 0 It C Z Z Z Z Z Z Z 03 Z 0 L1J rr �l] 0 J 0 QZ IL Z W LL 1= 50 native & 50 topsoil mix 6' =11 :ill_ I =I I�-1I I- l- I i l l li-=11=-1 I I -i I=.ITI =1 1I = 1=T= 12" greater than Root ball width 2" layer mulch, feather away from trunk Mound sail to form basin 6" above grade -I'511111 - II1=I.I°E.,II1--111=11 --1II-- Ferkiler tablets quantity per i-III-.11= 11=III= manufacturer's recommended I. III = application rates ii I - I Cut and remove burlap from top 112 of half. Remove all treated or non bio-degradable material. Conifer Tree Planting Detail Provide min. 4 high protective mesh fence and support with wood posts at dripline of existing trees and vegetation to be protected during construction � (Not To kale) �' • • In areas where aconstru Lion activity may cross into dripline, place 6" of medium size wood chips and cover with a metal plate I s Plan - 1 Existing Tree & Vegetation Protection Detail (Not To Scale) - -10 1 gal. or 4" potted plant o Op material 2'" layer mulch feather Op. material away from trunk Mound soil to form basin 0 0do - - 3 above grade. V r I _ I Provide 3"" clearance 0 native &, 50 - between root ball and topsoil rrri -�, - = " Equidistant edge of planting pit. sPadng Use knife or sharp blade to cut Fertilizer tablets quantity per through bottorn half of root manufacturer's recornmended ball. Buttery rootball to bring application rates the root system closer to the surface. Finish Grade-.. Sidewalk Groundcover Planting Detail (Not To Scale) 1f " Dia. Black Rubber close (T p) 12 Ga. Wire, Twist to Tighten " Dia. Tree Stakes (T p) Tree Wrap as Specified to First Branching. Remove Burlap and Twine (and Wire Baskets) Off Top 1!3 of Rootball 2" Mulch Layer Feathered Away from Trunk - � " later Basin Curb & Asphalt Root barrier (see note #) Break Sides and Bottoms of Planting Pit to Allow for Root Penetration TTT—T 1-1 -III-- 1011 _III I I- i I I Planting Mix as Specified L.I F . _--- I I I I-III-i Fertilizer Tablets as Specified ivlin- Dia- Football _ Compacted Soil Rase Fertilizer Tablets as Specified NOTES: 1. Plant Tree 1 Inch Higher Than Depth Grown In Nursery, Tree Pit Shall Not Be Less Than (2) Times Diameter of football. . Rootbarrier Shall be 12 In, Deep and 8 L.F. on Each Side of Rootball Adjacent to Curbs and Paved Surfaces, 3. There Shall be a Minimum Rootball Diameter of 10 In. Per Trunk Caliper Inch as Measured 6 In. Above Football. Tree w/Root Barrier Planting Detail (Not ,oScale) CONSTRUCTED Lawn Fertilizer tablets quantity per manufacturer's reoornmended application rakes 2" layer mulch feather away frorn trunk - Mound soil to form 4" high basin - .f 60 native - Provide 6" clearance between:- root ball and edge of planting ;.' ' I -III I I = I i- SD topsoil ! ti. !I I:-=1 I= rnix pit. - Cut and remove burlap from top1I- 1l3 of ball or completely remove *remove all treated or container"' - nonbio-degradable materials lope conditions Shrub Planting Detail (Not To Scale) V2" bia. Black Rubber Hose (Typ) 12 Ga, Wire, Twist to Tighten t 2" Dia. Tree Makes (Tp) e Tree Wrap as Specified to First Branching. _ Remove Burlap and Twine (and Wire Baskets) Off Top 113 of Football 2" Mulch Layer Feathered Away from Trunk l 3" Water Basin �' = Finish Grade CL raa 11 I ' Break Sides and Bottoms of Planting Pit I- to Allow for Root Penetration ri rr=r-rr I::-1 I. Planting Mix as Specified 1 I 111 111-F- i Fertilizer Tablets as Specified N1in..Dia,. Rootball Compacted Soil Base DOTES: 1. Plant Tree "I Inch Higher Than Depth Grown In Nursery. Tree Pit Shall Not Be Less Than (2) Times Diameter of Rootball. 2. Rootbarrier Shall be 12 In. Deep and 8 L,F. on Each Side of Rootball Adjacent to CUrbs and Paved Surfaces. . There Shall be a Minimuni Rootball Diameter of 10 In. Per Trunk Caliper inch as Measured 6 In- Above Rootball- FECOM DRAWING 03-15-2021 ree in Lawn NO RECORD INFORMATION SHOWN ON THIS SHEET. Planting Detail (Not To Scale) 7` Revised air C� Fite Phan Comr�n. L 0�11�1 '16PR � �`E*� 1" Indicated 1AW HQRI'QFIf1 f++sP ieev199� DATUM 8 Revised per i /Site Plan Comm. YL 9 nF91[7e�P 9 evisecf er Cit Plan Comm. Y L 071'10 1�'�L 10 Revised ed er Ctt Fite Plan Comm. Y L 0712519 ��w" YSL ONE wii AT RALLKKR IF NOT ME INCH aouE ACC4DROUMLY 11 F evi ed per CiRite Plan Comm. Y L 101'1 1 �F NO- REVISION BY DATE ^P 'ED CITY F -0 RENT Plannin91Bu1Idin Public Works Dept. e 0 BRADLEY DE ICN rem CROUP, Iris. La ndsca pe Arch itect ure its Planning 4�3o N. Lexington Street Tacorna, WA 98407 STATE OF WASHINGTON LANDSC67 APE A HITECF IN V architects 90 Pacific Avenue, Suite 40 Tacoma, OVA 98402 3-W4903 ;fent; fs Z�]S�ZeII� 12720 Gateway Dr,, Suite 110 Tukwila, VVA 98168 206-414-7625 R-404230 IN COMPLIANCE WITH CITY OF F ENT(N STANDARDS 0RPLANK NO DIVISION APPROVED 0111612020iding PROLOUS RETN 0 01 MONSTER ROAD SW Record Drawing documents 03-15-2021 LANDSCAPE PLANTING DETAILS pATF 1 t 1161'f 8 Fl�4pa49M NVaL L- �3 51 AW X H co r 00 Z 0 I- Z LU { 0 J 0 0— z z z z z m z 0 z w rr 0 J 0 n T— { EXISTING PROPERTY LINE i -1'� NOTE, MAINLINE, LATERAL LINE, AND VALVE LOCATIONS ARE HOWN D1AORAMMATICALLY ON PLAN - LOCATE IN PLANTING BEDS ALIGNED WITH PAVED SURFACES. LATERAL LINE (TYR) PROPOSED SWALE (SEE CIVIL PLAN) x E-XISTING PROPERTY LINE MRRi ATIQN WATER METER BY OTHERS, REFER TO IRRIGATION DOTE # 15 FOR ADJUSTED PROPERTY LINE ADDITIONAL P,p. , INFORMATION- GATESBALL VALVE (TYR) 1 A BAC FI-O W PREVENTION ' AEMBLY� r` QUICK -COUPLING VALVE (TYR.) 3a 1A FLOW iA Ida 2 1A x-r_ 1 A` a L2a �IA 3a 1A ADJUSTED PROPERTY LINE MA1N UNE (-llp. — — — — 2a 1A 130 .r -- _ ~ — -- — - - a � � EXISTING PR II 3a SLEEVINO (TYR) -1A F.`" 1 4aa I a r.- 1 5A 5 i CONTROL VALVE (SPRAY. TYP,} - yy� \J CD I R=31 =4 I Overall Site Plan 1 91=200'-0" BRADLEY DESIGN c GROUP, inc. Cal lb eLandscape Architecture Site Planning 4330 N. Lexington Street00 � Tacoma, WA 98407 J L0 ILO CD CAD T— Of CL z 0 I— z w rr U) CD 0 J 0 Cr_ CL z z z z z z z 03 z 0 I— w G 0 1 0 rr r 5 � J i S :D rY LINE ;ITING PROPERTY LINE 1GA 10A l - 10A 92 1 DA 9a 9a 9a 8 IOA 198 NOTE- MAINLINE. LATERAL LIME, AN 1) HALVE LOCATIONS ARE SHOWN DIAGRAMMATICALLY ON PLAN - LOCATE IN PLANTING BED ALIGNED WITH PANED URFA E - —1 OA J �9a rt9a EXISTING `54' IFOpI=17 LINE } 9� 9a _ _ 19a ' yEEIJIN,5 M1/ y 9a fiAti'r 9 x —J. 11a I %. a I � 1sa 1 I1 1a 13 i 13 I I w�� -- I r s i RA I 7 I LATERAL LINE (TYP,) I I II I I I 1 it EXISTING PROPERTY LINE ADJUSTED PROPERTY LINE p'l 1 ;FAA - -- LEEVING UNDER ROCKERY WALL t 4 `1 3 S� co 0 I$A l� II I 13� Ii UJI I I`I NOTE: MAINLINE. LATERAL LINE. Revised per t an omm. r } a j� �y+�m Revisede1 L II�e QIII 1111*IF 07 9 B77R�EYED 6GdLE: f1 'QUFM,+L. NAVD -- 8 HCIRIFANTA4.#18f] �9fl4�{401 YSL JiYS �/7 07 i� YSL 10 Revised per it LSite Plan Comm. Reprised er Site Modification L 1011 11 YSL:12120119 °PA"& YSL ' HDATUM Al }ULL €rtl a WALE M MENNQY 1 Revised per Site Modification YSL 0111 0 eHEc K8R NO. REVISION BY DATE APPR Matchline See Sheet IR-4 RECORD DRAWING 03-15-2021 NO RECORD INFORMATION SHOWN ON THIS SHEET. CITY OF .%R ElTf (D Planning/BuildinglPubl3c Works Dept- N Overall Site Plan 1 19=200'-0" BRADLEY DESIGN ■ ■RE: GROUP inn. Lapd5cape Architecture Site Planning 433a N. Lexington Street Tacoma, WA 99407 3 S'FATE OF WASHINGTON REGISTERED LANMCAPE AHrrECT — adl Ft' NNOVA architects 950 Pacific Avenue, Suite 450 Taco na, WA 98402 2 3+ 7 -4003 Client. IN COMPLIANCE WITH CIT1 PLANNING DIVISION APPROVED 01 Afv2D20 Jdinq ♦f ROLOGIS. 12720 Gateway Dr.. Suite 110 Tubvila. VVA 98168 206-414-7625 R-404232 r OF FENTN STANDARDS PROLOGIS RENTON 0 001 MONSTER ROAD SW Record Drawing documents 03-15-2021 IRRIGATION PLAN CD y�y 0 C3 I 00 r 1 N J co 0 CD i 06 �# J T C) CD I 00 I..L CL CID 0 L--- z LU DATE 11l1fi1'18 FffLMC6K ppon&. EfUMM NO It IIOL SHEEI CT 35 51 z z z z z z Z z 0 I`-- z w T. 0 0 1 0 �c Matchline See Sheet IR-11 SCALE: 1"-30'-0" Iyl 7a � CONTROL VALVE (DRIP, TYP,) Now 0 PROPOSED i � I ti III BUILDING PROPOSED BUILDING i BLEEVING {TYP.} IRRIGATION CONTROLLER TO BE rs +I INSTALLED WITHIN A STAINLESS STEEL PEDESTAL ENCLOSURE, VERIFY I ` LOCATION OF CONTROLLER WITH 1 OWNER AND CONSTRUCTION I I SUPERINTENDENT I MANAGER. I 8a INSTALL RAIN SENSOR IN LOCATION I WHERE PRECIPITATION CAN BE MEASURED ACCURATELY - SEE GENERAL NOTE C. a i L r - 8a COORDINATE IRRIGATION CONTROLLER ----- I LOOATIQN WITH PROJECT MANAOER- j INSTALL IRRIGATION CONTROLLER 60" I I F ABOVE FINISH FLOOR ON EXTERIOR WALL OF SPECIFIED MECHANICAL ROOM. I Ba BUILDING CONTRACTOR TO PROVIDENOTE: MAINLINE, LATERAL LINE, I f POWER TO CONTROLLER LOCATION. RUN AND VALVE LOCATIONS ARE I I 111 " DIA- CONDL)IT FROM IRRIGATION SHOWN DIAGRAMMATICALLY ON I CONTROLLER LOCATION TO IRRIGATION PLAN - LOCATE IN PLANTING BEDS 1 MAIN LINE. FLAG ALL LOCATIONS. ALIGNED WITH PAVED SURFACES. EXISTING --- = 16a ; PROPERTY LINE I 8a - ___--- __--. a, _ _- a CONTROL VALVE ,• _ iI I —,+ a— — - — BRAIN SENSOR -- _ �'- LEE ING {T P,} (DRIP, TYP.) F, el LATERAL LINE (TYP.) _ — �rr I I L'hi I I ;]ff 7 LAW: —3µ — r 173 •` + 179 — . Lam. — ,— —T— 47� .7 le NOTE. MAINLINF, LATERAL LINE, AND HALVE LOCATIONS ARE 17a SHOWN DIAGRAMMATICALLY ON FLAN - LOCATE IN PLANTING BEDS ALIGNED WITH PAVED SURFACES. � 1 I �1 I 1 � I I rIY,; I:M.1fl.!�}',� ml✓.T. r I I Z 'C I RECORD DRAWING 03-15-2021 NO RECORD INFORMATION SHOWN ON THIS SHEET. INS Overall Site Plan 1 91 =200'-0" N +ning BRA+DLEY DESIGN c~ d' 1N GROUP, inc. o s Landscape Architecture CD Site Plan 433a N. Lexington Street 00 Tacoma, WA 98407 *V— 11 AMPIN STATE OF WASHINGTON Rr=GJ6TERED LANDSCAPE A HITECT - J� le RT r lE57 NNOV architects 50 Pacific Avenue, Suite 450 Tacoma, WA 05402 25-72-400 Cherit: PROLOGIS 12720 Gateway Dr., Suite 110 Tukwila, WA 98168 20 -414-7 25 L! R-404233 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 10 PLANNING OWSION APPROVED 01116 2020 iding CONSTRUCTED Revised per C-fify Plan COMM. Y, L 0711 '19 sURVE' PR L I R NT N CATE: 4ERT�dI rva,4i, .NBx + H9W2ONTAL N& }) -' J.' Ro I 11116116 Revised per it 1 itle PlanComm. YL 107125119 w�� J � CITY F 01 11�TEF� IUD V�f F��°�" 10 Revised per C! /Site Plan Comm. Y L 10/1811 �� YSL � � � � �E 11 I Revise er Site Modifi cation L .1 1 0J1 YsL N �5. Record Drawing documents 03-15-2021 CRANNO , 1 Revised per Site Modification Y L .01114 0 �CK� DATIJIU! _ �� ATFLRl��IF h�IannIng1BI�lid II,'grP�It�aicorI�sl�e pt. IRRIGATIONPLAN II IF NOT ONE Pi--H I+1Q, REVISION B + DATE I APPR p: gr�u#ncrp eeay SHIM OF 36 51 C3 co L.L z 0 z L LI U) 0 0 J 0 cr 0— r4-1 �. F13a — ...r — .I; ob _ I PROPOSED BUILDING j I PROPOSED - - I 2; BUILDING - T SLEEVING UNDERROCKERY WALL i=EL I �I - 2A ( I MAIN LINE (TYR) II - C) QL LLER _ T_ --- T _ r � Y16a '� � � I - 14a1601, i~ I t- iT1Ii I 'I R qqf ROOM. I I I I I I j�L I I� I I SLEEVING UNDER jM E NOTE. MAINLINE, LATERAL LINE, I I_ — I i I 16 rt � ROCKERY WALL N. RUN AND VALVE LOCATIONS ARE ON SHOWN DIAGRAMMATICALLY ON -__.� 1 � 14� d TON PLAN - LOCATE IN PLANTING BEDS II 1 ALIGNED WITH PAVED SLIR ACES. 1a ;I41f -___- --- �5a - ---_---- -- - a. CONTROL VALVE - SLEE►lINO DRIP, TYP. LATERAL LINE {TYP.) - - � I s I 4 -- - -_-- - -- -- -----------T I L s k �yt J #r,oti I i car' r,.rr , -K:: - rnw� �': — — — 1 - =1'a = — { _ T- -- — — -� I — — L LVz ATERAL LINE (TYR) {- I 1 r`I W 11 Reprised 12 Revised NO. .`j i L 1 Wj I{ I I I 4 1 i -_ II ` � I 18A+ry N I � I Matchline See Sheet IR=2 NOTE; MAINLINE. LATERAL LINE, T1 I� .. f AND VALUE LOCATIONS ARE SHOWN DIAGRAMMATICALLY ON JA 0 ". PLAN - LOCATE IN PLANTING BEDS ALIGNED WITH PAVED SURFACES - I 1aI; j E f TING I PROPERTY LINE SLEEVING UNDER ROCKERY WAIL 1 t �I 14E City Plan Comm. YS 107110119 sur Yta It /Sit _P_lan Comm._ City/Site Plan Comm. YS. YSL 07125y1 10#1 9 O�HEQ YSL Site Modification YSL 1 l hax YSL Site Modification YSL 01/14120 CHEGIMP REVISION BY DATE APPR KKR ^� : NOTE; MAINLINE, LATERAL LIVE, AND VALVE LOCATIONS ARE SHOWN DIAGRAMMATICALLY ON PLAN - LOCATE IN PLANTING BEDS ALIGNED WITH FAMED SURFACES. Mi Overall Site Plan 1 91=200'-0" BRADLEY DESIGN R U P, inc. a " K �0 0 Landscape ArChitecture SIte Planning 1330 N. Lexington Street Tacoma, WA 98407 STATE OF ASHNGTON REGISTERED LAND,$CAPE A frEQT INNOVA } architects 050 Pacific Avenue, Suite 450 !h Tacoma, VVA 98402 ail 23-57-4003 PROLOGIS,: 12720 Gateway Dr., Suite 110 Tukwila, VVA 98168 200-414-7 2 R-404234 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 1 EWRD DI AWNG PLANNING DIVISION 03-15-2021 APPROVED NO RECORD INFORMATION SHOWN ON THIS SHEET. �� iYG3 CITY PR L GIS RENTON DATE:11/1611s ,R) 601 MONSTER ROAD SW FELCEM;` E I Y T L/ F '1 P010E I' Record Drawing documents 03-15-2021 OFAAIMNc IXE INCH DAT l! htFULLW.kE Planning/BuildingJPublic Works Dept- I�I�I ATI N PLAN I - r}x UHE MA+ $�LEhxj4fiaF1�Y '- HF 37 51 0 co CD 00 J a) z C z LU U) C C .J 0 Ir IRRIGATION EQUIPMENT SCHEDULE: z z z 0 w CD 0 J 0 rr IL LO HUNTER IRRIGATION EQUIPMENT SHOWN IN SCHEDULE. TORO. RAINBIRD, WEATHERMATIC OR EOLIIVALENT IRRIGATION EQUIPMENT MAYBE SUBSTITUTED, WITH LANDSCAPE ARCHITECTS WRITTEN APPROVAL ONLY. SYMBOL DESCRIPTION P.SJ, RADIUS VALVE KEY "A" 2 a. LU JLU U) cry C7 ❑ ® ® HUNTER MFLC 515, MFRCS515, MPSS530 STRIP ROTATOR HEAD, WITH MATCHED PRECIPITATICINI DATES 30 4x28', 4'x14' 1A 1 ilk" 26 MAX HUNTER IMP DG0 ROTATOR, 12' ADJUSTABLE ARC AND RAID IUS NOZZLE, WITH MATCHED PRECIPITATION RATES 30 12' 1" - DRIP — $ 16 MAX. HUNTER MP2000 ROTATOR, 17' & 18' ADJUSTABLE ARC AND RADIUS NOZZLE, WITH MATCHE1D PRECIPITATION RATES 34 17'-1 W 16 MAXI DRIP p HUNTER MP300() ROTATOR, 27' ADJUSTABLE ARC AND RADIUS NOZZLE, WITH MATCHED PRECIPITATION RATES 30 27'' 4a I"' 16 MAX DRIP p` w HUNTER NIP CORNER ROTATOR, 12' RADIUS HEADS, ADJUSTABLE ARC NOZZLE, WITH MATCHED PRECIPITATION RATES 30 12+ 5A 1 112" 25 MAX - 6a 1' 16 MAX DRIP HUNTER PRO -SPRAY SHORT RADIUS NOZZLES - 4' RADIUS TO 4' - 79 1" 16 MAX DRIP . HUNTER PRO -SPRAY SHORT RADIUS NOZZLES - Z RADCUS 30 — I I3a #� 16 MAC DRIP HUNTER PRO -SPRAY POP-UP SPRAY HEADS, 5 NOZZLE 30 5' gal 1" 16 MAX DRIP rs " cs HUNTER FRO -SPRAY POP-UP SPRAY HEADS, 8 NOZZLE (FOR ADJUSTABLE ARCS, TT AND TO HEAD USE NOZZLE 8A} 30 8' - 10A► 1 112" 25 MAX HUNTER PRO -SPRAY POP-UP SPRAY HEADS, 10 NOZZLE (FOR ADJUSTABLE ARCS, TT & TO HEAD USE NOZZLE 10A) 30 1 D< - 110 1' 16 MAXDRIP 'Q } p HUNTER PRO -SPRAY POP-UP SPRAY HEADS, 12 NOZZLE (FOR ADJUSTABLE ARCS USE NOZZLE12A) 30 12' - 12e 1" 16 MAX DRIP HUNTER PRC PRAY POP-UP SPRAY HEADS, 15 NOZZLE (FOR ADJUSTABLE ARCS USE NOZZLE 15A) 30 15' 1a 1" 16 MAX DRIP HUNTER PRO=SPRAY POP-UP SPRAT' HEADS, 17' NOZZLE (FOR ADJ. ARCS. T. TT, TO, & F HEAD USE NOZZLE 17A) 30 17, 14a 1" 16 MAX DRIP E! 16 0 HUNTER STRIP PATTERN - L CORNER, R CORNER, SIDE STRIP, END STRIP, & CENTER STRIP 30 5'x3U, Sx15' 15a 1" 15 MAX DRIP BRASS GATE VALVE - RuS Ball VaIve - Made1 S95F43 (Round Han die)'- SIZE TO FIT MAINLINE - -' 168 1" 16 MAX DRIP eF� BACKFLOW ASSEMBLY - FEBCO LF850 (SIZE TO MATCH METERS _ -- - 17a 1" 16 MAX DRIP AUTOMATIC CONTROL VALVE, HUNTER PGV, SEE VALVE KEY 18p, 1 11 25 MAX 1-112" WATER METER (BY OTHERS.- COORDINATE POC WITH CONSTRUCTION MANAGER) _ 19a 1" 1E MAX DRIP QUICK COUPLER - HUINTER HQ44-LRC-AkW - - -- -- 0 OPEN RAIN 'SENSOR - HUNTER RAIN-CLI -WIRELESS RAIN SENSOR (WRC-TNT) OFF EQUAL, SEE G ENERAL DOTE C 1 OPEN Ln CONTROLLER - HUNTER 1-CORE IC-600 PL, ICM-500 WI DUAL DECODER (24 STATION EXTERIOR, WALL MOUNT. PLASTIC ENCLOSURE) OPEN CLASS 200 PVC LATERAL LINE PIPING, SIZE PER PLAIN 23 OPEN 'F -Y •-- - - -- - " SCHEDULE 40 PVC MAINMAINLINE 24 OPEN .r.-..t-.-. -.. CLASS 200 PVC SLEEVE 2X PIPE DIAMETER. 4" MIN. Not Shawn #14 AWG TYPE OF CONTROL WIRE, FEED = SIGNAL. WHITE = COMMON, ORANGE = SPARE SIZE PIPING AS FOLLOWS: 0-8GPM =314"PIPE 9-16 GPM = 1" PIPE 17- 24 GPM = 1 1A" PIPE DRIP IRRIGATION EQUIPMENT SCHEDULE: 33:50 P = "'PiIPEIPE SYMBOL MSCRIPTION P.S.I. GPH HUNTER DRIP LINE - PLD-04-12 (12" EMITTER SPACING x 12" ROW SPACING) 15-50 A0 HUNTER DRIP LJNE - PLD-04-18 (18" EMITTER SPACING x 18" ROW SPACING) 15-'50 .40 HUNTER DRIP LINE - BLANK TUB$NG (HEADER) - PIDL-BLINK-18 1" CLASS 200 PVC SUB -RAIN LINE (FOR DISTRIBUTION TO HEAD-ERB) AIRIVACUUM RELIEF VALVE (PLACED AT HIGH POINT OF ZONE) LINE FLUSHING VALVE DRIP ZONE CONTROL KIT - PCZ-101-40 (INCLUDES CONTROL VALVE. 40 PSI PRESSURE REGULATOR & FILTER) NOTE: DESIGN ASSUMES 50 PSI STATIC WATER PRESSURE AT POINT OF CONNECTION AND 30 PSI DESIGNED PRESSURE MOTES, 1, DO NOT ALLOW VAULT TO REST ON PIPE. 2. USE MANUFACTURERS VALVE BOX EXTENSIONS AS NECESSARY 3. PROVIDE 2 CUBIC FOOT DRAIN ROCK SUIMP IN EACH VAULT, 16" MIN, Control ,Valve Assembly (Not To Scale) AUTOMATIC CONTROL VALVE -SEE SCHEDULE FOR MANUFACTURER AND SIZING UNION, TYPICAL FLUSH W1 FINISH GRADE NBS PRO SERIES VALVE BOX OR APPROVED EQUAL,VALILT TO EXTEND MIN, 6" BELOW VALVE- USE EXTENSIONS AS NECESSARY -TWO VALVES PER VAULT MAXIMUM SCH 80 PVC NIPPLE, TYP. PVC 90 ELBOW S x TH MAIN LIME DO NOT AL LOW VAULT TO REST DN PIPE UA I t VALVt t-KLO 9 Not I LK Main Assn (NGt To Scala) K01 >, 7-1 1 ;l 1144 1 Wj 7 Revised per City/Site Plan Comm. Revised ber CiVl$Hke Plan LCqmm. Revised per lity Plan Comm. 10 Revised ed er City/Site Plan Comm. 11 Revised Der CitflSite Plain Comm. NO, I REVISION GENERAL NOTES A. IRRIGATION DESIGN ASSUMES 65 PSI STATIC WATER PRESSURE iS AVAILABLE ON SITE. VERIFY STATIC WATER PRESSURE IN FIELD PRIOR TO CONSTRUCTION. NOTIFY LANDSCAPE ARCHITECT IF STATIC WATER PRESSURE IS LESS THAN 55 PSI, IRRIGATION DESIGN IS BASED ON 30 PSI, B- USE 4" POP-UP HEADS WITHIN ALL LAWN AREAS AND 6" POP-UP HEADS WITHIN ALL SHRUB AREAS, 12" POP-UP HEADS ARE OPTIONAL IN SHRUB BEDS WITH OWNERS REQUEST. C. RAIN SENSOR TO BE INSTALLED ON SOUTH OR WEST SIDE DF BUILDINO, AT A MINIMUM OF 8 FEET ABOVE GRADE WHERE SENSOR IS FREE FROM VANDALISM, TREE CANOPIES, BUILDING OVER HANGS OR OTHER STRUCTURAL J NATURAL RAIN IMPEDIMENTS. COORDINATE LOCATION WITH CONSTRUCTION MANAGER. IRRIGATION NOTES 1. PLAN IS DIAGRAMMATIC. VERIFY LOCATION OF STRUCTURES, UTILITIES AND OTHER SITE ELEMENTS PRIOR TO COMMENCING WORK, €NOTIFY PROJECT MANAGER OF ANY CONFLICTS. 2. CONTRACTOR TO TEST EXISTIfNG WATER PRESSURE AN PROVIDE WRITTEN REPORT TO PROJECT MANAGER PRIOR TO COMMENCING WORK. 3- REVIEW ALL IRRIGATION DETAILS PRIOR TO COMMENCING WORK, 4, REFER TO EQUIPMENT SCHEDULE FOR ALL IRRIGATION HEAD TYKES AND EQUIPMENT- 5. PROVIDE 2 (TWO) SPARE WIRES FROM THE CONTROLLER TO THE FURTHEST VALVE LOCATIONS FOR FUTURE EXPANSION. 6- STATE ALL VALVE BOX LOCATIONS FOR APPROVAL. 7, SET VALVE BOXES SQUARE TO ADJACENT BUILDING. CURB OR PAVING. 8- ALL IRRIGATION UNDER ROADS, WALKS. PARKING AREAS OR OTHER PAVED SURFACES SHALL BE SLEEVED- SLEEVES SHALL BE 2 (TWO) TIMES THE DIAMETER OF THE INSERTED PIPE OR AS IiND€GATED, 9, ALL PIPING IS DIAGRAMMATIC- PIPING SHOWN WITHIN PALING OR ADJACENT) PARALLEL TO PLANTED AREAS ARE INTENDED TO BE PLACED WITHIN PLANTING BEDS WHERE POSSIBLE- ALL MATERIAL TO BE INSTALLED ON OWNER'S PROPERTY. 10. MAKE ANY AND ALL REQUIRED ADJUSTMENTS TO THE IRRIGATION PLAN TO ASSURE COMPLETE AN ADEQUATE COVERAGE +KITH MINIMUPA OVER SPRAY, 11. WHEN SLEE ING, PIPING OR HEAD LAYOUT IS REQUIRED IN R.O.W„ CONTRACTOR TO COORDINATE LOCATION WITH THE PROJECT ENGINEER PRIOR TO CONSTRUCTION. IND€CANE EXACT LOCATION OF SLEEVES AND PIPING, ON THE AS -BUILT DRAWINGS- 12. PLACE TRACE WIRE ON ALL IRRIGATION PIPING AT OWNER'S REQUEST. 1a. LATERAL LINE SHALL HAVE MINIMUM 12" OF COVER AND MAINLINES A MINIMUM OF 18" COVER- 14. PROVIDE MANUAL DRAINS AT ALL LOW POINT ON THE MAIN LIME AN RECORD ACCURATELY ON AS -BUILT DRAWINGS. 15, LOCATE IRRIGATION BACK -FLOW PREVENTOR DOWN -STREAM OF SITE WATER METER (WATER METER BY OTHERS). VERIFY LOCATION WITH PROJECT MANAGER PRI:0R TO COMMENCING WORK. 16- COORDINATE LOCATION OF CONTROLLER WITH PROJECT MANAGER. INSTALL CONTROLLER AT 60" ABOVE (FINISH FLOOR l FINISH GRADE) ON EXTERIOR WALL OF (BUILDING), PROVIDE A 110 GFI POWER OUTLET AT CONTROLLER LOCATION FOR POWER SUPPLE*. PROVIDE CONDUIT FROM IRRIGATION CONTROLLER LOCATION TO OUTSIDE PLANTING BED. FLAG ALL LOCATIONS, FLUSH WITH FINISH GRADE DOUBLE CHECK VALVE FESCO 850 (MATCH METER SIZE) QUICK COUPLER VALVE MASTER VALVE — NBS PRO SERIES VALVE BOX OR APPROVED EQUAL. SIZE & QUANTITY AS REQUIRED DRAIN ROCK, 6" DEPTH THROUGHOUT NOTES 1. DO NOT ALLOW VAULT TO REST CAN PIPE. USE EXTENSIONS AS NECESSARY, 2. VALVE TO BE SET PLUMB. 3, CONTRA4CTOR TO PROVIDE QCV KEY WITH SWIVEL HOSE ELL ATTACHED 4. PROVIDE 6" DEPTH DRAIN ROCK. FLUSH W! FINISH GRADE CARSOIN STANDARD VAULT OR EQUAL QUICK COUPLER SS HOSE CLAMP (3) SCH 80 PVC NIPPLE BRASS ST. ELL & 90°l %127 ELL SCH 80 PVC NIPPLE, 12" LENGTH BRASS TT 90 AND 3" LENGTH SCH 80 PVC NIPPLE STEEL 7 FENCE POST, 36" LENGTH MAIN LINE Quick Coupler (Not To Scale) — SPRAY OR BUBBLER NOZZLE — FLUSH Wl FINISH GRADE _ NOZZLE & BODY PER SCHEDULE AND PLAN. USE BOTTOM INLET ONLY — (2)112" MARLEX ST. ELL 90 17 MIN, SCH 80 PVC NIPPLE, MIN 8- LENGTH — V2" MARLEX STREET ELL 90 - SCH 80 PVC FITINGS, TYP, CL 200 PVC LATERAL, TYP, SIZE AS INDICATED ON PLAN Pop7uVHead (Not To Scale) RECORD DRAWING 03-15-2021 NO RECORD INFORMATION SHOWN ON THIS SHEET. fjl] BRADLEY DESIGN -�_ GROUP, Inc. '0 Land�capeArch ltecture Site Planning 4330 N. Lexington Street Tacoma, WA 98407 STATE OF WASH INGTON REGISTERED LANDSCAPE A KrECT ale R .67 "''�INOUA architects 050 Pacific Avenue, Suite 450 Tacoma, VVA 98402 53-57-4003 ient, r ,t PROLOGIS,, 12720 Gateway Dr., Suite 110 Tukwila, WA 98168 206-4 1 4-7625 R-404235 IN COMPLIANDE WITH CITE' OF RE N STANDARDS PI-ANNING OWSION APPROVED 01116,2020 Ealing L 04101 19 s e, � yA�fwrt As LL:iA4Vh,9� kOpL�tMJT JT/ifLLdh�993'19B' _ — eDATIUM CITY F E I N T I N PlanningJBuilding/Pub€ic Works Dept. P R L I S R E T N 9 01 MONSTER ROAD Record Drawing documents 03-15-2021 IRRIGATIONHEDULE, DOTES DETAILS 11116118 F�118L F L 0 07/101 1 o�l{�Itu YS` P�FB°°": L 07/25/19 rinowft 9HE INCH TATWALE scue oocwair+our oa�rw� txa IR- ' L 10/18/19 L'FILCJKt° R BY DATE APPR *PH""- SHEET. 38 51 co T_ F An N CD 00 J LO C) 0 co CL V� 0 LU 0 J 0 IL zz z z z z z 0 z LLJ 0 0 0 rr Ii J w DRIP DETAILS: _ u EDGE OF PAVING SUPPLY HEADER AIR(VACUUM RELIEF VALVE AT HIGH POINT REMOTE CONTROL - VALVE ASSEMBLY Techlane TUBING . ARRANGED TO COVER TRIM AREA EXHAUST HEADER SPRINKLER ON - PVC LATERAL IN IDEAL SPACING PATTERN (TYP.) EDGE OF TURF LINE FLUSHING VALVE NOTES TO DESIGNER 1- IN THIS EXAMPLE, IDEAL SPACING IS MAINTAINED FOR THE SPRINKLED SYSTEM W1 OUT DISTORTION, WHILE THE HEADS ARE SET AWAY FROM THE PALING EDGE TO AVOID OVERSPRAY 2- BLANK Techline TUBING IS USED TO JOJN THE LATERALS ACROSS THE HIGH SPOT TO ENHANCE THE FUNCTION OF THE AIPJVACUUM RELIEF VALVE. NOTES: 1, INSTALL ACCORDING TO MANUFACTURER'S SPECIFICATIONS 2. CONTRACTOR TO PRICE COMPLETE INSTALLATION UNLESS OTHERWISE INFORMED. Tubing Detail (NOT TO SCALE) FINISH GRADE COMPACTED SUBGRADE Techline TUBING PVC HEADER Tech Iine TEE (TYP. ) Techline START CONNECTION (TYP,) NOTES: 1. SEE PLANS & LEGEND FOR ALL DIMENSIONS AND Techline LATERAL SPACING 29 RATIO Or Techline LAT- ERALS TO START CON- NECTIONS IS SHOWN AT 2- 1. BUT MAY VARY PER HYDRAULIC DEMAND ON START CONNECTICN_ (SEE PLANS 3, LEGEND) NOTES: 1. INSTALL ACCORDING TO MANUFACTURER'S SPECIFICATIONS 2. CONTRACTOR TO PRICE COMPLETE INSTALLATION UNLESS OTHERWISE INFORMED_ 3, CONTACT NETAFIM FOR SPECIFICATIONS AND DETAILS BEFORE INSTALLATION. Sub -Header Installation Detail (NOT TO SCALE) NO, LANDSCAPE DRIPLINE TUBING: ]SCALE DRIPLINE TIE DOWN STAKE (OTY, AS REQUIRED) TREE TRUNK -S ION TEE REQUIRED) Ir-11,.., a , ...4 P ETHYLENE TUBING; SUCK STRIPE TUBING NOTE, 1 _ SEE "LOW -VOLUME LANDSCAPE IRRIGATION DESIGN MANUAL (D39030D) FOR DRIPLINE EMITTER SPACING. 2. QUANTITY OF DRIPLINE RINGS, EMITTER SPACING AND FLOWS ARE DEPENDANT ON TREE CANOPY SIZE. Drip_Around Tree Detail (NOT TO SCALE) ` CONSTRUCTED sed per _it _I i� o�rnrrr . sed per ityl itePlan Comm. d- ey City Plan Comm. s d Der City/Site Plan Comm. sod ,per ity]Site Plan. Comm. REVISION R +� M* ETBX F L 05116119 f+� 1 1 P EAMUM F L 07Lg511% ""Aw" YSL �/{� � L 10/1 V 19 $R BY r DATE APPR 1 1 I I .0 I 6- low Eli MOTES: 1. INSTALL ACCORDING TO MANUFACTURIaR'S SPECIFICATIONS 2. CONTRACTOR TO PRICE COMPLETE INSTALLATION UNLESS OTHERWISE INFORMED, End Feed Layout Detail - (NOT TO SCALE) SCALE: As Indicated Cris INCH FKY?CMEWl SCALE Acnorsoim�Y REMOTE CONTROL VALVE WITH DISC FILTER AND PRV PVC OR POLY SUPPLY HEADER START CONNEi :TION MALE ADAPTER DRIPLINE (TYP.) AREA PERIMETER AlRNACUUM RELIEF VALVE (PLUMBED TO EACH HIGH POINT) BLANK TUBING (CENTERED ON MOUND OR PI I=`v ) PVC OR POLY EXHAUST HEADER PERIMETER LATERALS 2" TO 4" FROM EDGE PLUMBED TO PVC OR POLY LINE FLUSHING VALVE "END FEED" LAYOUT RECORD DRAWING 03-15-2021 NO RECORD INFORMATION SHOWN ON THIS SHEET. UERnE-4..NAW I f +� L EfTC DATUM F PlanninglBuilding?Public Works Dept- BRADLEY DESIGN GROUP, inc. %i F9.2 IAandscape Architecture SIte Plan nIng 433c N. Lexington Street Tacoma, WA 98407 STATE QF WASHINGTON REGISTERED ;LANIDSCAPIEkAAITE., ,T NOUF architects 50 Pacific Avenue, Suite 450 Tacoma, WA 98402 23-72-403 IMI PROLOGIS, 12720 Gateway Dr., Suite 110 Tukwila, WA 98168 20 -414.7 25 R-404236 IN COMPLIANCE WITH CITY OF F ENT N STANDARDS 0PLANNING DIVISION APPROVED 0116'2020jding .xrE 11l11�#18 PROLOGIS RENTON 0 01 MONSTER ROAD SW pAer Record Drawing documents 03-15-2021,,,E IRRIGATION DETAIL I-6 $HEFT Cx 39 51 LO 0 C CD F 00 CL I z 0 z w Ir 0 J 0 CL F 77 I L I CD z O I— z LU � LL 0 O 1 O CL SCALE, 1'=30'-O" Matchline See Sheet TR,-3 IL f EXISTING PROPERTY LINE ADJUSTED PROPERTY LINE 1 + PROPOSED DECIDUOUS'. TREE (TYP) u'. -.. .-r-• - + - -�' a�. III }' PROPOSED ED 'I � DECIDUOUS '.:. TREE ( I T r-} EXISTING PROPERTY LINE OFF -SITE TREES (TYR) ---J — ---r------ -PRO PIpSE D 1DEC10UOUS + - TREE (TYP) --T� IIlkI 1— p 8' I'+* PROPOSEI? VVALE (SEE - 1 titi i p CIVIL PLAN) ■: I I 1 �II I i J I O PDI=D 7 DECIDUOUS it — — — — — -- — — — — — TREE {TYP} 0A. 16 --i _ _j EXISTING CONIFER TREE TO BE REMOVED (TyP) � 1 CAR 11 OAK 16" ' i F- I � I I I � I 1 , �I I I I � I �i � I I I I _ � i 7 CONSTRUCTED Revised per C-ift-yPlan Comm. Revised per QityLSite Plan Comm. 10 Revised oer itv#Site Plan Comm. NO, r REVISION zi 0-1111 V 1 9UfNEveo: F L 07r219 DE-31CMII FL 1 011 ' L 12120119 DRA'NN YSL ' L 01114120 QH DKBR BY DATE APPR r R-FD ECAI F �r!'!f yr-yyii INF INf;H AT FUL' SGU.E IF NOT CNE INCH SCALE ACCORDINGLY YERTIGAI UA!niW.. ".3R1VW0L F�A'963'�sa d f DATUM RECORD DRAWING 03-15-2021 NO RECORD INFORMATION SHOWN ON THIS SHEET. . + CITY F iE1TOk Plan n i n913 uddl nq^bfic Works Dept. /'IONS ADJ€JBTED PROPERTY LINE EXISTING PR �i-1 TRHt. z_ 'I III li rR.-3 4 Overall Site an 1 91=200'-0" - BRADLEY DEIGN GROUP, inc. p 00 ;1 - Landscape Architecture Site I}lannin 433c N. Lexington Street Tacoma, WA 98407 STATE OF WASH INC,TON REGlST1=_Rrt0 LANDSCAPE A I ITECT 1 r. architects 950 Pa rf c Avenue, Suite 450 Tacoma, WA 9402 25 -572-4 0 lent. DIROLOGIS 12720 Gateway Dr., Suite 110 Tukwila, WA 98168 20-414-762 R-404237 IN COMPLIANCE WITH CITY OF RENTON STANDARDS PLANNING oiVISIONx APPRIZED PROLOIS RENTON 601 MONSTER ROAD SW Record Drawing documents 03-15-2021 TREE RETENTION / REPLACEMENT PLAN C�] 0 0 I G __j 1.0 CD r 00 T_ — I— LU U) PATE 11116118 FIEI.PF*Qx PAGE J PRAWN('Nf} TF-1 0 � sNr. 40 51 I z z I z z I I 01) z 0 I: 0 1 0 rr n ROPOSED OIDUOUS REE (TYP) EXISTING CONIFER TREE TO BE REMOVED (TYP) DECIDUOUS TREE OOVED (TYP) PROPOSED BUILDING SCALF; V'=30'-0" 0 10, 30` 60, 3(T(F} . � t } 41 ~' '~ f _iJJ SIN J f 1 f .1 ' u .� . I OAK 24" CR 8� 1 Yr f { OAK 16" �. Psi OAK 16. *'• 11 13 E ISTING OAK 1 rC ~`1 L" M1 ' :. PROPERTY/LINL 14: I L _— I 1s I p - -OAK 9 I i __F I R4 it PROPOSED DECIDUOUS TREE (TYP) EXISTING PROPERTY LINE PROPOSED CONIFER TREE (TYP) ADJUSTED PROPERTY LINE I I j 17 0 -.I I 1 di I OFF -SITE TREES (TYP) ¢ y' _ OFF ITE TREES NOT SURVEYED PREVIOUSLY TO � �' it np- :1 I s w OMNI MD", I 20 — MD 1 D' ! -2 1, 11 7- 11i1 _21 t3 K V[SeO per uty taian u1D1'I' im. evrseper itePlanComm. 10 Revised per Cityite Plan Comm. 11 Revised per Site Modification 12 1 Revised tier Site Modification NO. REVISION is u-1 U 1 �1 51 /y9 DESIOP YSL f ' L 1011 ' L 1 I -9 k YSL ' L 0111 0 GHEE KSR BY DATE APPR -PR-- IMF. INCH Ar F!tLiru _E IF NOT ONE INCH SChL E A0CQRDINUY BE REhhOVED (STREET FRONTAGE FLOW IMPROVEMENT) See Sheet TR=4 WER EAI. f41YT51W? roRllToa rywnippyl:u� DATUM 'S RECORD DRAWING 03-15-2021 NO RECORD INFORMATION SHOWN ON THIS SHEET. #r . CITY F RENTON Plan ning1Euildin Public Works Dept. u r I I tsI to v I n 1 09=2001=0011 BRADLEY DESIGN IWO GROUP, inc. LaridscapeArch itecture .. Slte planning 433c N. Lexington Street Tacoma, WA 98407 $TA7E OF WA;SH1r,C3LF0r4 REGkSTERED LANDSCAPE A CHIT€CT - aIN a .67 ��1NOUA arch irccr 950 Pacific Avenue, Suite 450 Ta orna, WA 98402 3-7-403 ient: PROLCGIS 12720 Gateway Dr., Suite 110 Tukwila, WA 98168 206-414-7625 R-404238 70 r- 0� r-_ 0 0� D J L0 C) C) 0 Of CL IN COMPLIANCE WITH CITY OF FENTI STANDARDS 0.4, PLANNING DIVISION APPRIZED 0116.2020 jd"ong 0 I PROLOGIS RENTN 0 601 MONSTER ROAD SW Record Drawing documents 03-15-2021 TREE RETENTION / REPLACEMENT PLAN LJJ PATE co 1 fif161"V8 FIE4pRACrf ORAVOF {7 Vr1: J TR-2 0 31EEl W cc 41 51 CL z z z z z z Q z 0 z LU Cl) 0 .J 0 rr a- Matchline See Sheet TRA1 SCALE: 1'=304" 0 10, NFU, Wd OFF-SJTE TREES ffYP) EXISTING PROPERTY LINE l 9 KC 1 2" � EX19TI14G DLOIDUOP.S TREE 60 PROPOSED TO BE REMOVED (TYP) PROPOSED - I DECIDUOUS - DECIDUOUS _ _ B 7n_\ __�— ---T— ----TREE(TYP) -- -- -- _---- --- — __ �_----- - EE(T`�'P) 63— 710 $ 76 33 BC 8" 87 �,� 6" 88 13 10 B 0" 77 1 3 BL 9" 86 B 9" BL 60 10p4 BL 8"G-75 74Ar " BL 18� 6L 6" D 85 8LM 6" 5 10 93 0 BL 12" BL 6° 10" BL 3, 91 BL 13" OFF -SITE TREE (TYP)— ILL � r 10794 " BL � 4 BL 7_ X Ica ^I 96 „ 98 ,� � 9„ BL „ ' BL 7" 1 L a L 7 BL 8" 100 I 109 BL 1 G" 101 — _� 110 BL 10" —R—^-- B S� J BL 7X 10'2 121 124 11 i SL 17" BL 8" K4D 10 B 7" 12 112 113 BLM314�, full $' 15 ML] 8,F 118 �BL 9„ FIR 14 BL 7, 114 135 123 126 117 SLM 13" FIR 7" FIR 13" BLI1" 1,30 0 7, 115 13L 8'. 131 BL 15" 1.32 BL 7" Fat !" 11 � 17 BL 13"_ 133 fIR 1 119 BL 19" 8 BL 22" BL 9" - 129 MD 12" CONSTRUCTED Revised per Cl!y PlanComm'. Revisedoer Cltv1 ite Plan Comm. 10 1 Revised per CRWSite Plan Comm. 11 Revised p r Site Modification 1 Reprised per Site Modifi ation, f . REVISION ' L 07/1 19 AuRMYED: S 07 51 oeseaNEo `SL 101189 vsL 'SL 1 ..Yal- 'SL 0111 0 CHEMM K8R I- DATE APPR 11 -Y-. BUI F 1 "=W�Olp CFI INCH Al CULL 9CUE 7F H&Y ❑HE W*::H 901E ACCCREHN O UERnE'AL.,NAW 41M HPRLM�IT54_ WO 19MU1501 DATUM I 1 65 •- 69 g 8" 14" 67 - B 7" - I � I I ti I � � I k k PROPOSED TREE (TYP) I I I I� L-- 32 1 KC 8 1 I BIRD 10" 55' JI 82353— -51 58 13 11 B7" 52 — COT 9" k OFF -SITE TRREE (TYP) RECORD DRAWING 03-15-2021 NO RECORD INFORMATION SHOWN ON THIS SHEET. CITY OF D "'R RENTON Planning{BuildingJPublic Works Dept - uver ii bite vi n 1 11=2001=0112 OFF -SITE TRREE (TYP) RECORD DRAWING 03-15-2021 NO RECORD INFORMATION SHOWN ON THIS SHEET. CITY OF D "'R RENTON Planning{BuildingJPublic Works Dept - uver ii bite vi n 1 11=2001=0112 BRADLEY DESIGN ■ CROUP, inc. L.and5cape Arrzhitecturi� 51te Planning 433c N. Lexington Street Tar-OMar WA 98407 -�u S'FATE OF WASPINGTON REGISTERED LANDSCAPE WrECT ale R d + I .657 architects 0 Pacific Avenue, Suite 450 Tacoma, WA 98402 23-7-403 ient: PROLOGIS., 12720 Gateway Dr., Suite 110 Tukwila, WA 98168 206-414-762 R-404239 IN OMPLIANCE WITH CITY OF F ENT N STANDARDS PLANNING DIVISION APPROVED DI? $S`PD20 Idi rig PROLOGIS RENTON 0 01 MONSTER ROAD SW Record Drawing documents 03-15-2021 TREE RETENTION / REPLACEMENT PLAN QKM 11116118 PAME PRAWNS NO T sr+ 42 51 ij, CN 0 CD i 06 J L J O C) 00 i! z C) 7 LU 0 J 0 CL z z z z z z z Q M z 0 z L�.yL ,�J ` � _) 0 0 ._1 0 r PROPOSED BUILDING ``. M t c l i n it -tl' - I� _ T L— _ M D A." bee tineettK'1D2LL D. I I I I ,21 - 'I B 11" I I I I 22 .1 zI r ' " r, 23 r _- 25 —- _ OAK 10" /'I PROPOSED DECIDUOUSTREE(TYP)EXI TIN ONIFER TREEFIF' TO BE REMOVE[ (TYP)f 11 27 PROPOSED —I i 'Ii DECIDUOUS 8 'I TREE TYP 61RI 10, + ( IBC �29 k1D MD £ I+ I 1 5 1�51 29 A I�' �.��al� P?CITINfa DEOIpUOUE TREE K'?OPO ED TO ICE REMOVED (TYP) PROPOSED A 13 DtCIDUOUS D1=CIDUQU — ^T1 EE { 1` ) — — — — _ _ — — — - — — - — TREE (TYP} 63 � BL 8- B-6 E" 1 6 S" L---- — — —— — — — — 62 " � 76 7 8 6�1 89 87 — 77 B 8" 6" � �" � �� 68 52 CST ,yf.yr� .ti 69 F6 CUT 9' I B8 4 W 14" B „ 92 BL1�0 8" 7[5 67 9L 6" 85 BLV. . - B 7 .� 93 a BL 12" 10" HL " 91 BL 13" ► 94 BL 9597 L k ti e CAL 7r 96 g" BL Grp 98 L 9 L 8" L 7 " BL 8b 1DD 19 8L 10' B 8"' 1.01 OFF -SITE TREES (TYP) 110 BL 1 0" BL 7" 102 111 BL 17" B 7„ M 2 �u 1 1;� 113 BL 9u Co CD rmp,BL 7" 117 134 Cnl =- — D 7'CD BL 11" EL 1E3"i 116 �L 13" — 119 K 22" I OFF -SITE TREES (TYP) 34PROPOSED 38 00#EFI=R 8 61" TREE (TYP) 3 7' y I P A 039 V F 1" ' r � I � t! 10" P� i ` *5� CONSTRUCTED 8 Revised per City Plan COMM. eIN er Ci / t_ePlan Comm. sea r= SCALE-o" 10 Devised per it lSite Plan Comm. 60, 11 Revised per Site Modification 12 d per Site Modification NO, REVISION f ` L 07/1 19 Is 107 4 CEEY3NE0 ` L 10118119 YSIL 'SL 1 l 0 9 " Yat- 'SL 01/14120 r.H - BY DATE APPR SCALE: CPS INCH Ar FULL ALE K,ILE kCOMINWiLV f OFF -SITE TREES NOT SURVEYED PRE-VICU LY TO BEREMOVED (STREET FRONTAGE ROW IMPROVEMENT) - R�2 tl R TR4 �I _II I.rr_ml�' • 5 I .I 7-3 I = UERT,EAL. NAVE] ITM rIOT{120HTA4. �°D �4R3�19B{ r DATU�1 . ,s 5 � RECORD DRAWING 03-15-2021 NO RECORD INFORMATION SHOWN ON THIS SHEET. -* CITY OF RENTON Planning/BuildingJPublic Works Dept - Overall Site Plan 1 99=200'-0" s * BRADLE DESIGN a i-si RUPr inc. Landscape Architecture Ite Planning 4330 N. Lexington Street Tacoma, WA 98407 STATE OF WASPINGTON REGISTERED LANDSCAPE A HITECT adle R " .67 '�'�INOUA architects 950 Pacific Avenue, Suite 450 Tacoma,, WA 98402 23-7-4003 PROLOGIS 12720 Gateway Dr., Sde 110 Tuila,lA 98168 200-414.7 2 RI-404240 IN COMPLIANCE WITH CITY OF 1 ENT N STANDARDS PLANNING DIVISION APPROVED 01 ! 16.2020 Ilona i PROLOGIS RENTON 0 01 MONSTER ROAD SW Record Drawing documents 03-15-2021 TREE RETENTION / REPLAN EMENT PLAN DATE 11116118 FEMMOW PAGE T-4 3HF.f7 4ff 3 51 N 0 06 D O CD 06 I M 0 z Lj 0 J 0 A *TREE INVENTORY TABLE: Tree Retention Calculations: 2 z z 0 z LL] 0 J 0 It LO ID# species Diameter {inches 4 . S' Candil ion • •Retain (o} 1 Remove (x) 1 Kwanzafr Cheri, 14 Poor X ? K anzan Cherry 12 Poor X 3 HollV 2 Good X 4 Hawthorr. 14 Poor X 5 Pine 8 Fair x 5 Pine 20 Poor Oak 16 Fair x E Oak 24 Goad 9 Oak 16 Good X 10 Oak 21 Gaod 11 Oak 16 Good 12 Crabapple 8 Poor X 13 Cherry 12 Poor x 14 Cherry 10 Fair X 15 Cherry ; Fair x 16 Oak a Fair x 17 Madrone 9 Good 18 Kwaman Chrarry 1D Poor 19 Madrone 8 Good 20 Madrone 10 Good 21 Birth 11 Goad x ? 2 Birch 7 G ood 23 Big Leaf Maple 6 Good 24 Douglas Fir 7 Good X 25 oal} iD Poor x 26 oak 7 Mood '7 DDuglas Fir 7 Good X 7S Madrone 7 Good X 29 Red oak 15 Fair X 30 Madrorie 12 Good X 31 Birch 10 Fair 32 Kwanzan Ch&riy 8 Goad Kwanzan Cherry 12 Fair X 34 Birch Is G os)d 35 Birch 6 GDod M3833 36 Birch 7 Good X 37 Birch 9 Good Alder 9 Good X 39 Birch 13 Good c 4D Maple 12 Good 0 41 vvlllcvi 500d X 42 Birch 8 Good 43 Cottonv ood I Poor x 44 Birth 1.3 C1i7ori X 45 Birch 20 Good x 46 Madrana S Good 47 Madrone 7 Good 48 Cottonwood 20 GDad X 49 Birch 5 Gaon X 50 Cottonwood u Gpod X 51 Alder 8 G00d x 52 Cottonwaod 9 Good X 53 Birch II Good x 54 Birch 2.3 Gorxd 55 Birch 12 Good k 56 Binh 7 Good v 57 Birch 11 Good x 58 Birch 8 Good 0 59 Birch 9 poor x 60 Birch 7 Poor x 61 Birch 7 Poor x 62 Birch 6 Poor X 63 Birch 11 Poor Birch 10 Poor 65 Birth 7 Pour 66 Birch 7 Good O 67 Birch 7 Good O 63 Birch a Goon 0 69 willoy/ 14 Poor x 70 Birch 7 Poor x 71 Birch 6 Good 0 72 Birch 6 Poor K 73 Willow 6 Poor x 74 willmbj 5 Poor X 7 Big Leaf Maple 6 Good 0 76 Birch 8 Good 0 77 Birch 9 Good 0 78 Birch 8 Goad O 79 Birch 6 Goad O 80 Black Locust S Poor 81 Black Locust 6 Poor x 82 Blaci Locust 8 Poor 83 Blau Locust 6 Poor x 4 Black Locust 13 Good O 85 Slarl{ Locijst 12 Good 0 86 Black Locust 8 Good 0 S7 Blau Locust 10 Poor 86 Black Locust 9 Poor X 89 Black Locust 9 Poor 90 Black Locust 9 GQud 0 S1 Blau Locust 6 Good 0 92 Blau Locust 6 Good 0 93 Blare Locust 1D Good 0 94 Blac� Locust Good 0 95 Blau Locust 13 Good O 96 BIa6 Locust S Good 0 97 Black Locust 9 Good 0 98 Black Locust 7 Good 0 S9 BlacI Locust S Good {} too Black Locust 10 GoDd O 10! Black Locust '1C Good 0 1.02 Black Locust 17 Good O 103 Blau Locust 6 Poor X 104 BIarI Locust 6 Poor X 105 Blacks Locust 6 Goad 0 106 Black Locust 6 Goad 0 107 Blark Locust 10 Poor x 108 Blau Locust 7 Poor *TEAS TREE TABLE HAS BEEN MOD FLED TO INDICAkTE ADDITIONAL INFORMATION FOR THE TREE RETENTION f REPLACEMENT CALCULATION [ORIGINAL SOURCE FRONT SUF ARBOR'lST #DEPORT (2018)]. **REMOVE / RETAIN DETER MINIE BASED ON TREE CONDITION AND TREE LOCATION CONFLICTING ON -SITE DEVELOPMENT. 109 Big Leaf Maple 8 Poor X 110 Black Locust 7 Good 0 111 Birch 7 Good 0 112 Madrone 8 Good 0 113 Black Locust 9 Good 0 11-1 Black Locust 11 Good 0 115 Black Locus# 16 Good 0 116 Black Locust 13 Good 0 117 Madrone 7 Goad 0 118 Black Locust 7 Good O 119 Black Locust 22 Good 0 120 Birch 8 Poor X 121 Black Locust 8 Mood 0 122 Madrone 8 Good: 0 123 Fir 7 Good O 124 Madrone 10 Good 0 1 5 Fir 14 Good 0 126 Fir 13 Good 0 17 Fir 12 Good 0 128 Black Locust 9 Good 0 129 Madrone 12 Good 0 130 Black Locust 8 Good 0 131 Black Locust 7 Good O 132 Black Locust 7 Goad 0 133 Black Locust 19 Good 134 Birch 18 Poor 135 Big Leaf Maple 13 woad 0 136 Big Leaf Miypie 14 Good 0 CONSTRUCTED 4 Revisedper City Plan Comm. 4R&v__ d Der C itv/SHt a omm. 10 Revised per itylite Plan Comm. 11 Revise r Site Rods#ic tion 12 Revised per Site Modification NO, R EV1S ION 1. TOTAL NUMBED OF TREES OVER 6" DIAMETER, OR ALDER OR COTTONWOOD TREES AT LEAST " IN DIAMETER ON PROJECT SITE PER AFBIIT REPORT (UF DATED 03 FEB., 2016) = *135 TOTAL TREES A. DEDUCTIONS. CERTAIN TREES ARE EXCLUDED FROM THE RETENTION N CALCULATION. DEAD, DISEASED, AND/OR DANGEROUS OR DYING = **33 LOCATED IN PROPOSED BONA = ` EXCLUDED TREES TOTAL 3. SUBTRACT LINE 2 FROM LINE 1 = 100 TREES ON SITE 4. RETAINED TREES CALCULATION: (INDUSTRIAL) 0.1 X 100 = 10 MIN. TREES REQUIRED TO BE RETAINED 6. NUMBER OF EXISTING VIABLE TREES TO BE RETAINED = 6 . TREES TO BE REPLACED = -43 = LESS THAN 0 (NUMBER OF RETAINED EXISTING TREES (LINE ) EXCEEDS MIN REQUIRED TREES ON -SITE ( 4)) 7. MULTIPLY LINE 6 BY 12" FOR NUMBER OF REQUIRED UIF ED REPLACEMENT INCHES: - 'i " IN ADDITION TO EXISTING G TREES BEING RETAINED, NEW PROPOSED TREES ON -SITE. TOTAL = 9? 53 TREE 6"+ = SIGNIFICANT TREE) 1 (TOTAL {6"+) SIGNIFICA I11T TREES) ) = 9 SIGNIFICANT TREES RETAINED -SITE TOTAL OF EXISTING AND PROPOSED TREESON-SITE: + 1 = 144 TREE *OUT OF 136 TREES SURVEYED, ONLY ONE TREE IS UNDER 6" IN DIAMETER. ** 25 TREES WERE DETERMINED BY THE AI BGI IBT TO BE "POOR" CONDITION. #* TWO 2 TREE ARE LOCATED ALONG THE EAST ROW (#19 & #20) SPECIES NAME A ALDER B BIRCH BL BLACK LOCUST BLM BIG LEAF MAPLE CH CHERRY COT COTTONWOOD CR CRABAPPLE OF DOUGLAS FIR. F FIR H HOLLY HW HAWTHORN KC KWANZAN CHERRY M MAPPLE MD MADRONE OAK OAK P PINE R RED OAK W WILLOW BURIrlm Y9E' 07125/j19 YS L 1011 o HEYSL Y L. 1 l 0 o YSL Y L 01114120 GHECID Q $R BY DATE APPR -MmEir As Indicated C!E INCH #t r ULL EVALP F MH ONE MCH M LLE A€CCiCINQY UFFMC! 54. NAVQ TW HPmiAN'r�44,+1�FF 1P@3�iSr++ DATUM 1 LEGEND: 0 EXISTING CC)NIFER TREE TO REMAIN . EXISTING DECJDLJOLJS TREE TO REMAIN ADDITIONAL EXISTING TREE POUND IN 2018 ARBORIST REPORT EXISTING TREE TO BE REMOVED �OE EXISTING TREE (PROHiSITED TYPES OF REPLACEMENT TREES; #AMC 4-4-130 (Hj{ )(e (I1)) RECORD DRAWING 03-15-2021 NO RECORD INFORMATION SHOWN ON THIS SHEET. CITY OF RENTN PlanninglBuilding?PLINiC Works Dept_ 0 BRADLEY DEIf ROUP, Inc. ao IWC. Landscape Arrzhitecture site Planning 433o N. Lexington Street Tacoma, WA 98407 STATE QF WAS14INGTON REGISTERED LANQSCAPE A IiITECT 1 f .die R d '�'•INOUF architects 0 Pacific Avenue, Suite 450 Tacorna, WA 98402 3-7-403 ient: ♦f PROLOGIS 12720 Gateway Dr., Suite 110 Tukwila, WA 98168 206.414.7 2 R-404241 IN COMPLIANCE WITH CITY OF RENTON STANDARDS PLANNING DIVISION APPROVED DS.'SB`P020 Nino PROLOGIS RENTGN 01 MONSTER READ SW'°�"� Record Drawing documents 03-15-2021 TREE RETENTICNI REPLACEMENT TABLE � T - SIICC 44 51 0 M co T_ 0 CD CCU Z) L0 V) r CO It— CL Q z W Ir U) C 0 J 0 6� CL