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HomeMy WebLinkAboutAB-3915DECISION ON LAND USE ACTION: THE FWLEY SHORT PLAY AND SWEET MIXOTFICATOR, FILE D. WAIN-OOCJJO SIPL-a NOD ASDEPICTEDINEXHIBITZ, IS APPROVED AND ES SUBEDIT 10 TE FOLLOWING CIINDITWS 1. A DETAILED LANDSCAPE PUN MAT cWP11E5 MTN RD 4-B-12W.12 SHALL BE SUBMTTEDAlnHEWEOFUTUNLGNSTRUCTWPERMTAPPUCA110NTOWECURRENTPLANNING PROUECT j;CR REAM AND APPROVAL WE LANDSCAPE PLANDEMONSTRATEAGERCW COMPLIANCE WM THE NINUIUN TREE DENSITY AND IEEE RE)FNDONSHALL INTION NONM FO N ZONE UDSCAM MT9A' TE RIGHT-OF-WAY AD LM105CANNGPLATTHE10-a ON CODE LANDSCAPE SOUP OV LOT 4 SHALLBE INSTALLED PRIOR ro FINALPLATREOELANDSCAPINGFORLOT1-3 SHALL BE INSTAf1ID PRIOR ro FINAL. oCq/PADYFORTHEINLNTHOMES. 2 MAAPPIIWMSHALLPUNTLANDSCAPEASHALL ALONG THE NORM PROPERTY HHE OR TRACT ATHEANDWELANDSCAPEAREASTALLBELOCATEDBEiOFWEAENORMTWSEDI VEWARY. 1 WECONCRETERE"EVENT91 NOTFACT THETSO?TPLATSABWTY TO MAINTAIN CWRUANCE WIN RENTON MUNICIPAL COX& THE APPRGWID LANOSGAPING INTRACTASMALLBEINSTALLEDANDMISPECTEDPRIORMSHORTPLATRECORDING3 THEAPPLICANTSHALLSUNOT A FINAL DETAILED GRADING PLAN TO, AND APPROVED BY, THE CURRENT PUNNINGPROJECTMANAGERMATCOMPESWTHTHERETARBNCWALLSTANDARDSPRIORTO CONSTRUCnW PERMT ISSUANCE. 4 SHOULDANEW' RESIDENCE GE CONSTRUCTED W LOT 4 VflYdIL1R ACCESS SMALL BE RELOCATED FTHESWMEASTCORNERORTHELOT (FRW ABERDEEN AW NE) TO THE SHARED GRWAAY (TRACT A). A NOTE TO THIS EFFECT STALL BE PLACED W WE FACE OF THE SHORT PLAY PRIOR TD REWDID. S THEAPPLICANTSHALLDEWMASNAREDMAINTENANCEAGREEMENT PRIOR TO WCORMNC OF THE 4-LOT SHORT PLAT FOR EQUAL DONORSHIP AD MAINTENANCE RESPWSRTIRES FOR LNPROVDAENiS INMACYA. A DINFT WRSHON OF A SHARED MAINTENANCE AGREEMENT SHALL BE SIB40FIEDFORREMEWADAPPROVALBYTHECURRENTPLANNINGPROJECTMAAGERPRIORTO SHORT PLAY RECORDING G THEAPPLICANTSHALLBEREWIND) TO SUBMT TO ME PUN RE MET ERFORNETHER AND APPROVAL, AFINALDRAMAGEREPORTANDASSOCIATEDPLANSBASEDWTHE2008ONGCOUNTYSURFACEMYERDESNINMANUAL (AS AMEIWED BY WE ON OR RENNIN) PRIOR To GATED THIS 24M DAY OF AUGUST, 20161 JENNNIFER HENNING CITY OF RENNIN PLANNING DIRECTOR LEGAL DESCRIPTION PARCEL A 5 MAT ITORN., AND TRACT 254 OF CO. IfiLLNANS LAKE MASON" GARDEN EDER Mv. NO. I EAST RECORDEDINVOLUME11OFNITSPAGE8zWKINGCOUNTY, WASIB/IGiW, OESCMBED AS FOLONS BEGINNING AT THE INTRSECIW W THE WESTERLY MARGIN OF AWROGEN AW NE MTH THE SOUTH LINE ORTHEBRACT255OFSAIDCo. NNLMAN5 LAKE WASHBIGTW GARGEN OF EGER DIV. NO 4 AS ESTABLISHED BYSURVEYPREPAREDBYJN(E ELER ASSOCAIES LNG IBNODt JW D ]2072. DATD 9/25/71 (SAID SOUTH LINE AM BEING WE SOUTH LANE OF CITY OF RENTER SNORT FLAT JLUA-01-109-SPL 1N0-20-0298. RECORDED LINGER RECODINC D. 20040811900°°6Z BIENCE REST SAID SOLMLINE252.60 FEET. MORE OR LESS M WE NEST LINE OF TRACT 254 OR SAID Co. HUMANS LAKEWASHWUDXIGARDENOREDENDIV. NO 4 AND SAID LID EXTENDED: WHENCE SOUTH ODI.2rWEST, ALONG SAID EXTENDED REST LINE, 106.67 FEET, MORE OR LESS TO THE NORTH LINE OR ON ORRENTMSHOUTPUTNO. LEA-02-017-I RECORDED UNDER RECORDING NO 20040907900DIT WHENCESOUTH8916'40' EAST ALONGTHE NORM UNE OF SAW SHORT PLAT, 252.60 FEET, MOREORLESS, M ME NESRRLY MARGN OF ABERDEENN AW ME; MONCE ALONG SAID M:SToO-Y MARGIN NORTH MOD'SY EAST 1=67 FEEL MORE OR LESS TO WE POINT OF BH:CINNWIR EXCEPT TIE Soum 80 FEET THEREOF PARCEL B ME SWiHMFEET OF TE FOLLONING DESCRIBED P11(PERN MAT PORMW OF BE NORTHEAST COUNTER OR ME NORTHEAST WARREN OF SECTOR DS TONNSIIIP iA 23 MARGIN RANGE 5 EAST, W.Y., AND MACY 254 OR CO. MWMN'S LAKE WA"GRXN GARDEN OF Zl EGER GV. D. 4 RECORDED IN VOLUME If OF PUTS PACE Liz IN KING COUNN WASN'NUOR, DESCRIBED AS FGLONS: BEGNNING AT ME INTERSCRON of ME NESTERLY MARGIN W ARMEEN ANE N.E WIN ME SOUTH LINE LIPMACY255ORSDCMHOLMANSLAKEWASHINGTONGARDENOREGERDIV. NO. 4 AS .. ESTA911SIED BYSURVEYPREPAREDBYJACKEf1FRASSOCIATES9NG, UNDER NOB D Mn GATED B/25/11 (SAID SOUTH TINE ALSO BEING ME MM LANE CA ON OR RELATOR SHORT PLAT A.DA-fo-109-SBB. LNG-2°-029a RECORDED UNDER RECLROHNG D. 200408119XMY MOTE NEST d ALONG SAWSCOWUD252.60 FEET, MORE OR LESS TD THE NEST LINE OF TRACT 254 Elf SAW GO NN,NANS LAKE WASWNGBXN GARDEN OR EVEN DIV. NO 4 AND SAW LINE EXTENDED: THENCE SQUMGlrol12rNESTALONGSAWEXTENDEDMSTLINEIM67FEET, MORE OR LESS TO THE N NORM LIEDFONWRENTERSHORTFLATNO. LEA-02-017-SPL RECGR°ED UNDER RECORDING Na TWlO90]900G15; MENCE SOUTH 891B'40' EAST ALONG THE NORM LINE OF SAW SNORT FUR, =60 FEET, MOREORLESS, TO THE NEST RLY MARGIN OR ABEFOEEN AYE N.E.: THENCE ALONG SD NESIERLY MARGIN NORMOIW'55' FAST IM57 FEET, MORE OR LESS TO WE POUT LIP BEGIINWG INSTRUMENTATION INSTRUMENT USED: 5 SECOND TOTAL STATION. FIELD SURVEY WAS BY CLOSED TRAVERSE LOOPS NINWUM CLOSURE OF LOOPS WAS "Zoo" IN ACCORDANCE WIN WADI IN-LIO" O BASIS OF BEARING NAD W191 PER ON OF RENTER CONTROL Noi 28B AND i8J9 ON OF RENTON CONTROL PONY 26B FOUND ONES CO.NCRETE DDIISITWM NA IN CASE AT THE INTERSECRW OF NE WM SWEET NZ NORTHING 191429. 84 FEET EASING iJ03S90. 01 FEET ON OR RENTUN MmOL POINT 18N FOND 1/8- COPPER PIN W CONCRETE POST MCWNONT IN A MONUMENT CASE. DOW, 04 FEET. LOCATED ATWEINTERSECnWOFREWINSTREETANDONESAWNIKW. NRRIONG IM".. 74 FEET EASING 1303585. 23 FEET REFERENCES ON OF RENEW SNORT PLAT WA-01-109-I REG D. 20040811900088 ON of RENEW SHORT PUT LUA-02-002-SPL NEC D. 20040907908009 PLAT OF STOUJ!NMAYER AGO VI%. 8% PG 87 CONTOUR NOTES CONTOURS SNOW HEREON ARE AT 2-FOOT INTERVALS Z w D ZQU) W ZOSURVEYLEGENDSER LSi 428]B26M AD CAP B EA1STNG MONUNDR AS DEFINED FOUND CONC NW W/ IA3' COPPER PM IN CASE CITY OF RENTER PT/ NO I TAX LOT T343902068 TAXLOT JJJ43902067 N. W. 114 OF N.E. 114 OF SECTION 05, T. 23 N., R. 05 E., W.M. CITY OF RENTON, STATE OF WASHINGTON TAX LOT 113343 02066 N.E. 28TH STREET 9 x PARCEL B LOT 1 i• I I EL 33WO-2W I I I am so Fr I I LOT 2 I :I I I % 251 50. FF.. III I I I F I I I TAX LOT /3J43902014 FWD CONC MON W/ 1/ r COPPER PIN W CASE TAX LOT JJ343902065 TAX LOT IJ34="1J LOT 3 47J9 SD R. BUILDING SETBACK NOTE: FINAL BUILDING SETBACKS FROM THE WTARNNG WALLS SHALL BE WOW OR THE MMMDUAL BUILDING PERINT PLANS DISCREPANCIES: F WERE ARE ANY DISOUANCES RETNEON DIMENSIONS IN DRAWNCS AND ENSINC CONDITIONS WON FOUND OWN: MMINOT WLL AFFECT WE W]RK, WE CONTRACTOR SHALL BRING SRN DISCREPANCIES TO BE ATTENTION OF W/ I/ e COPPER PIN IN CASE THE ENONEER FOR AG.AISMENT 99W PROCEEDING WM nE WORK. ME CW WACTOR SHALLBE ON OF RENTON PTI 1019 RESPORRIXEFORS E ROPERPERSOFITTING FI T LNGOFALLWORK UPON RBA ANDroRBECOOPOTIATOR OF ALL TRADES Encompass, ENGINEERING & SURVEYING Waken WaNngl00 OhlYBn 4 moo/ 165 NE lmkM SrK1. SMk 201• Ls hh, WW 9W27, 425)392-0250• Fuc(425) 391-3055 R 07 Sr RmWr LIN& • CM Dun, WA 98922 • Ph=: (509) 6747433 • FMc (509) 6747419 EXISTING UTILITY NOTE BENCH MARK LWATROr° NEREON HAW SON COTR WY OR ALL LOCATORSDRE Or CRSOERM APPROXIMATE MY ON fX RENTER GWMC POINT M6 Dr NECESSARILY COMPLETE. IT IS WE SOLE RESPORSMNTY of ME CONTRACTOR TO INDEPENDENTLY UTILITY LOCATIONS SHOW ADToNRnIERDISCOVERANDAMANYFOUND6' RoUD GNCREIEMMAWNTMMNAILINCASEAT BE INTERSECMW OF N.E. VERIFY 111E ACCURACY OR ALL OTHER UTMiES NOT SNOWHEREONN" MAY RE AFFECTED BY THE IMPIENENTAMAN OF IDS PIMN. 28M SWEET AD ONES AWNUE N.E. MEVAMON"24ZB7 FEET CONTRACTOR RESPONSIBILITY,' VERTICAL DATUM: CONTRACTOR> WE SAFETY OF ALL S COUPLETE N, G WE CNWTON OF SW NAND88 CITY OR RENTER INCLUDING CWSTRUCRON OR WIS PROECI: AND MAT NUBS REGBRGNENNT SHALL APPLY CONTINUOUSLY AND NOT aE UNITED TO NORMALOWINGHOURSDECONTRACTORSHALLDEFEND. OOVANIFY AND DID ME HORIZONTAL CONTROL: IN COAMCDON muxRmAAx`'im OTI WINEER ` SSFROM W THISAPROWCT. ECEPDALL 'n GI oauMUN GFROMDE SGUE MO1 E DIXICFNCE ORWEOTHER OR WE ENGINEER. KAROO NCOMT424E FROM ON OF RENEW PTram To ON OR RENTER PTIM M ^M K Pure DRD 1/31/17 N I FOUND MW °! . 1 N c I TAXLOTI3343902060 T EX. PROPERTY LINE 51 ,. :... 2525 AIEROEFNN A pE EX HOUSE I I LOT 4 / I 4. If t.••...< of S94]50. Fi PARCEL All 1. I 4 O . . T. L. 334J90-2W0 {' 1TAX LOT /ST4T9= 06 I LASTED 12/2G11> STREET I. '05-E 4m. FOUND MW IN DAUE I D 0L 5 110220 1 1 yL I SCALE 1" = 20' I SITE I NE 24TH VICINITY MAP N.T. S. KENNYDALE LIONS PARK PLAT INFORMATION NOTES: I SURVEY LEGEND W 2525 ABDWEENN, LLc I 13110 W ITIM PUCE JN02WATERMETERNIWINVILEWASion 2O6) 679-51J1RFIREHYDRANT 00 CONTACT. BIL HEDGER SEWER MANHGLE ENGNMM• ENGNEER/SURWYRR: CSUIT 16EN JUNIPIR201 . TELEPHONE RISER ISNOOM, WA M27 tLi ' I (425f M2-C250 Eal POWER VAULT GEOMC NICAL OHGNEIIR: EARTH SXXURONS N. M CATCH BASH 160E 136M PUCE D 2 )Nlf WA 9800E C1LII ROCK WALL 425) 449-47M z TAX PARCEL NUMBERS SH390-2000. J34390- 2021 FIR TREE K'. I PROJECT SUE AOORESS 2525 ABERDEON AW NE RENTER. WA S8059 0 MAPLE TREE W SECTKW, TOWSMP k RANGE: PORTNXN OF ME NO 1/4, OF RE 1/4 I La SEC OS TON. 2JN., RNG 5 E, W 6 CEDAR TREE I PARCEL A & B AREA 28,JIf SG FT. (QBO ACT) cR .'..': PINE I rora PROPOSED LOTS4 PROPOSEDNETDENSITYZOODU/ACRE ® COTTONWOOD MAX ALLOWABLE DENSITY &0 DO/ACRE 4: CRITCAL AREAS 0 $G FT. MADRWA CNTCAL AREAS BUFFER 0 so FT. I...'..'........... SIT IS IN M:'WIEAD PDMCTW AREA (ZONE 2) ®® TREE (UNSPECIFIED) OTLOT AREAS PROPOSEDLLOT I SPRUCE TREE SO 2251FT. Qp LOTS4259SOFT. LOT4 S947 SO Fr 24TH STREET FWD GONG MW w/ PUNCHED BRASS DISC IN CASE RCS/ 23163 LASTED 12/20") SHEET INDEX: MACT A 4,045 SO, Fr. W W GAS METER TRACT ROTE TRACT A MU. BE A JOINT USE ACCESS AND OWN TRACT. LAD USE OESWATO`B FE90EI'/IULL MECUM DENSITY (RID) INDEX LOCAnW ZONING: RESOwnAt - B (R- 8) PROPOSED USE SNO r FAAM.Y RES°ENRAL SETTER: ON OF RENTER WATER SY51104: CITY OF RENTON SCHOOL DISTRICT RENM SGNCOL DISTRICT /403 THESE PUNS ARE 'AS -BULLY AND FIRE PROTECTION. RENTON REGIONAL FIRE AUMORITY ME INFORMATION SHONN ACCURATELY REFLEC75 EXISTING E3ECMM,I1. PONFR: PSE FIELD CONDITIONS ASOF THIS DATE' MAY 2 9 NATURAL GAS PSE TEL03HOW CHEST ST D. MCLASfET" PLS , ZBM APPR(IXIMATECUT/FILL VOLUMES TITLE NO. COVER SHEET & HORIZONTAL CONTROL PLAN 1 BOUNDARY& TOPOGRAPHIC SURVEY 2 TESC, DEMOLITION, & TREE RETENTION PLAN 3 TESC NOTES AND DETAILS 4 GRADING & DRAINAGE CONTROL PLAN 5 WATER & SANITARY SEWER PLAN B CONSTRUCTION DETAILS T CONSTRUCTION DETAILS B CONSTRUCTION DETAILS B CONSTRUCTION DETAILS 10 TREE RETENTION PLAN L 1 LANDSCAPE PLAN L2 LANDSCAPE PLAN/DETAILS L3 ROCKERY DESIGNS & NOTES R1 7/f8/ 17 SON DRD IB n1'=20' PER OWNER OFD f2/18ES INDD DRD 12/f8 JEF OB/f0/19BY REVISION DATE APPR cN BIPI1 3 : wWs SURFACE SUWANY MFEDNDIIS GE !'ENNOUS SF PCIS CUT 2,000 W. YARDS FILL 2,000 W. YARDS DISNRBANLEAREA 0.5B3 ACRES Pg(y& g EXISTING 4151 22. 148 588 PR0P0 13698 405 REP A ED 0 f2,615 RORi-OF-wav PROPOSED REPACED NIPERNWS SF PERMWS PGS fif0 0 J22 215 R- 3915001APPROVED FORCONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY. DATE: BY: DATE: a BY: DATE. Know what'sbelow. BY: DATE call before you dig. TY OF FINLEY SHORT PLAT — 0110119 RIENTON U-16005573 R-3915 U; Planning/Building/Public Works Daft. COVER SHEET & HORIZONTAL CONTROL PLAN 15615 1 10 N.W. 114 OF N.E. 114 OF SECTION 05, T. 23 N., R. 05 E., W.M. CITY OF RENTON STATE OF WASHINGTON CONCEPTUAL INFILTRATION SEWMTM BLOq( APPROX. LOCATION FB R TyPE1 DNA. 6' WOE GRAIEIi CB/1, iW'E 1 X BASINSB5 C8PIPING RETAINING WALL PER OF DRIIEWAY ENTRANCE SIA 1+2W2Y, O.W'L N1H 1/Y W10E STA 04W.32', 0.09. s , I W RN= 281.92 W SEE NOTE 2) RIM-291.48 TIE 12 ADS:276.72 T0 BEDESIGNEDWRINGMANUFACTURERSSTAL1RW28222 3 ¢ 3. IF 12" ADS:278.72 1+20.N N1URE BUILDING PERMIT RECWMENDAPON INW28B.58 (OUT) SfA 1+283', Wy.2]8.02 (WTI AOTiFD GRAN .i T TARN - ME NOTE 5) (4' MAX HDGIIT) APPRO% 1qN RIM TO GRADE (MIN. 8' WOE - - IXISRNG STRIPING OF pRIVE' Y ENTRANCE Ri1LiRATION BASIN E'T fTFt LOT 1 (SEE NOTE 2) ST 1+35o O.1SL 1NFlLiRAiIfNL CRA WDE AO1 1SS I SEE 40EWAI% CRANING DETAIL 2B2.B5 ' r met RIMi WV- 2B8]] STA 0+ M Ma282.651STA 0+312M. .. r M (THIS SHEET) O 4 4 T/W= 304 INV-278. 80 NM TO GRAM s - _ CB RIM=282,t2 t _ B/ Y1_ 304 APPROF OX. ' 3 E t2' ADS D9.42 1 - 2d2 _ MD T W= 304 ENTRANCE T W-302 AY 9' OF 9" PYL STORM ANFA, m B/YI= 29 a%W=3W (SEE NO )B/W=301 S-ZCTF MIN! 9' OF 8' PVC STEW - CONNECT PROPOSED If STORM SEWER - - a WILTRAnON BASIN 9-1.5&L 1Y TO FUSING CATCH BASIN PER CITY OF M" "1+ 11.2WW,L *1+20.11) Rai NffWIREMENIS,Y62.J0 rFOR 300 298298294298' WAIFA P RIM-28214{accE -2, 11 19.3E (1fADG-Nes) n. Mar -z w% •I 1+OD.0 27' .LA A 18 PA D :. RY SER EDRIVEWAYENTRANCE PER CITY 26264. e 302 A T 4+001 OF REi STD. 104.1 a 10a28274298 LL-I (INPRE55 WRB AT ORIKWAY.. " Z ENTRANCE) 'jo: { ll R a Ld 67 1F OF 1Y LCPE STpW i 282.73 : 4 w SEWFT+. 5- 1.28% 1 --- , 2A9 r ER I 24 f w ' 1 r BjW=296 T .0 I LEPNK INFLiRAWON B/W 05.5 AL 9E1PI NO BASINS CBS a PIPING U CBS a PINNC ro BE DESIGNED SO I (TO BE OE9WED DURING FUTURE BENDING PET89T 1 I FUTURE BUILDING PERMITNOT T/W= 3 0 L 1 NPPucnnoN - SEE NOTE 5' APPUCAnON -SEE NOTE B/W- 055 S I I N I I LOT 3 IC II PVCD FINFGRS 5 I DT 2 5• I PAD FLEY = 291 G ROC RT, 5 5' PAD •' I PROVIDE 5' OF eA T/W= 3o1.5 s1m caslLc RIPE T/W=29s 5 6' B/ Ws295. 5 / NTM WALL PIPE B/WW2920 ` J -17T'\ OCKERY WNLS-ZOOS M - W= B ( NOTE 1 e --, DRAINAGE 0. T -314 II SIEEi Rt) EASENDLT C 6 = 308 4' N1 E ( t 294 1 1 (,". 29B T/ W-3 2' 6/w - 4'/ B/W 294 T/W= 1Y 29 CT ROG9BG B/W=294 294 G ORALNB ro I I I 1/ 41_ TOWARD CB INLET. ( NOTE 1) MN; WOE DRAM N 283I G'QD3: YAOI1 WDE SLOTS). I t 4" E 3 67 1. REFAWWG WALLS OYIIt 4-FT W HEIGHT REWIRE A SEPARATE BWfNNG TO RVCWAT4PA T REPC'LAACEMENT I Y WOE PA`AAENT PATCH 4' NINA PEE C.O. R. SM 1043 e) '.OYEW it CRUSHED ROCK COMPACTED 2. ORNEWAY LOCATIONS ARE APPROMPITE ACRML UTVEWAY LODITNNS EX. Nil BASE To REMNN) ' 3' TO 95R MOD. PROCTOR (MATCH AND WMiGY1RAlIQV TO BE DETERMWED WRING BUNIWNG PERMIT EXISTING PAV BT THICKNESS IF PROCESS. GREATER) R APN 1 EX: IN(EIT a DUN PIPE TO BE REMOVED 3 PROTEL"IDW MEASURES SIA L BE PROVIDED FOR ALL PROPOSED iRMFlC Ri1EM GRAM B/W=28CO3 S' WOE VVII i It 9="W PER NFILIUMI MACE LOCATIONS PER NOTES SHOWN ON SHEET a C.O. R. SM. 102 a P00] NVV•2 10 W 4. BOTTOM FACE OF RETA99NG NAILS TO BE LOCATED BY COHIPACiOR T 2 3 IC CURB W 24]W SO THAT ENCROACHMENT ODES NOT OCCUR ONTO B E LOCATED CONIC CURBaGUTTERPERC.O.R. SM. PROPERTIES ASSOCIATED RIPEBEHNA THE WALL 10 SE LTHE WMIN e TAIN1NTHEL015SUPILEWITH11EWALLANDNOiWITHINTHEADNCEHTBUFDNGSETBACKTINETIP. (DEPRESSED WRB AT ORIVI:WAY PROPERTIES UNLESSA PING E NEEDS TO(OCCUL WITHIN THT b I 2sz FNiRANCE) RECORDED. ff ANY GRADING NEEDS 1E OCCUR WIMN THE AWACENT 4' CYCLONE 6' WOOD FENCE DRY WELL W/ SOLID 4" W R ' WOOD F;NCE _j (SEE GRADING DETAIL) PROPDOTES to INSTALL ME PROPOSED ROCKERY WALLS' A SEPA811E 11 R-IIPoRWY CONSIRUCIION EASEMENTWLL BE REWM1PED. FENCE 015' 0. 02 5. OF R PVC PIPE, PROVIDE NW2F4.20 0.11' N. F R ROCKERY WAIL 6' MAX HEIGHT 4 IfFE FOOIPIG SIA 0+00.74 17.OLT4' CYC ONE N OF IR PROMOE 2' MIM HdiRONTK PVC Si BENEATH Ny.2N,70 (t8 (SEE NOTE 1 e i/W=289II] t oRAN FOR REr. WMu CB R TYPS 1 5. INFWTRA1pN DEVICES FOR LOTS 1, Z e 3 SKILL BE DESIGNED FENCE >).86' SI' PIRARCI BEIWFN NEWROOKERY a WALL NY-2N.70 (OJT) 9EE1 N) D/W=285183 (H%I F.Cr ro WI.... R m29 4 WRING THE THE OE BUXMNG PERMIT APPLICATION AND CONSIRUCIfD PPWO SMALL BASINS SHOWN N. OF R El 2' BLOC( WALL NWffi.44 (127 WIN LOTS Buxom 11, 22@JHT FOR CONCEPTUALPURPOSES ONLY AND ARE 30' RAN M. R/W SHOWN To DEMONSTRATE FEASIBILITY OF STORNWATER CONTROL FOR PROPOSED GROUND END OF PRIVATE ROAD a END OF PARING THESE LOTS. EIEVATICI SIX 2+ M64 T 310 SSIH.4 qA .... ..... .. ..... ........ m . n Q4 .......... PER C.C.R. SM. 1 ... 4K10 STA. 2+26. 79'. 5.76Y ioa wi' R RM-wae9 .. .. .. Mo86. . ./. N 'g' IE-28e24 Si 8' LANDSCAPE 8... .. .. .. .. .. .. A. 29S149*(E) 305 305 TOP.V; L. V vROFOgP. PRORLE.AL( I(N).E OF. DRnE 5' CONCRETE 299.2] 300 300 PR00L€. ALGNp. TOP WL I T.. ...... EX15lMG. LVC+ 60. 00 aF.ADcus.... 295. 30 coonAM ......... NE CH R71PE 1 PN:0+84.55 EL 28a/4 .. TOP WL I w 14W...I-INCI'NR-tlAC L--.._.._.. Rlim.aA. .21'..QS.iA:.0+ 34.55..F1: .28284 ..................... 295.61 I I ..... MEN........ PER STANDARD PONTPCNPER STANDARD W/m2NA8...... T. Nv-xa58 (Oul) LP 295 295 1 0 n 551-PIE. ..... .. O.R 400.1 r. .............. 2' BLO11'-OFF PERMANENT ssiNeLY PER an=... o SrA n* 048546w*'.4 L CO. R..SM: 340.T .... ... p os .. 05 O{.. IE 2PSIOEWNNE=2r8.98 ((E) " m 44r- 90 290 30. 0+31. Y. O.DL NAXNIN PPE.PFFLEGPON. Q ..... W.0 STA 0+046.NL Ana, TPTIP. 1..\. NN=27902 9 .. I6i 4! K SMOr* r BWER. a tA,eW................... O 2lD$ 285 OF 285 I ..... EN BERDEENN AVE ABER IPROPOSED LOPEER ldel SEWER TOP WL27792280EX1END 280 OEPRI1. 5' 8" WATER MAIN TO IX MAAMN/.RIPB DEAEOW PER MANUFACroRERS . ......... CWB" WRO AND CONNECT NACCORDANCE TRACT "A" ACCESS DRIVE ........... RECOMMENOATKIN, rn, .... REQUIREMENTS HORIZ. 1"=20' - ......... IX AIR VERT. 1"=4'........................................................................................................... 275 275 ASiM 08034)' SNIITMY SEMEN P},21$.... ENSnNC 8 SON. SEINER MSTIMG'MADE.......... PROPO4D.CRIDE.................................. TOP. WL. m ..........................hY. N rig O W............ n I.............[YA .. .... OP W5.. Rai .. g IX. 9T.. X AlXiI................... ..$ .. .............. 7 .. 2r .D4.. .. R. 270270 2+50. 00 2+ 00 1+50.00 1+00 0+5000 0+00 2+90 1 DRD 1/}1/n I Encompass ENGINEERING &SURVEYING W WcmWuNngmDIvNPn 165NE IuNper SUaK, SUWe 201 • ISFm i WA 98027 • P1wne: (425) 392-0250 • Fw (425) 391-30SS Fagae WssNnglal DN 407 Svdi Bli • Cle Elum, WA 98922 • Phm : (509) 674-7433 11(509) 6747419 m 0 F3 NO. I REVISION I BY I DATE I APPR IX R/W CENIERIINE ro. 18' 0. 5' vL 2x CURB a GUTTER- 4" HMA CUSS 1/ 2" PG 6G 6' CRUSHED FIRM SUBGRADE ADN ROAD SURFACE ABERDEEN AVE NE SECTION xrs 1 IEMM BLOW - OFF VALVE W FIRE HYDRUR III METER CATCH Bl9! N W LTRATION BASIN CLEAN - our Krca RETUNING WAu SLOTTED OUN SON lamm; rvcle 1.- 20. No ORDrFxDATUM To x eN T SIDEWALK GRADING DETAIL (LOT 4 DRIVEWAY) SLW£ 1' ' 295 295 STA. 0+ 411117. 9511:7 .. M I17. FAmM45 IlFm5.84 111111111112111.55 ( 1YADS-S) Nr--2BD.25 (ifADS- N e 6 290 290 AVE ME 38 LF OF 1Y W RIM=28214 LOPE STORM SE IL IE 1Y-AD927A39 Si I L 87 LF OFIf PoN=2B3.12- IE B• N,.2MZ 285 R85 SE D, IEe280280y .T 1I... u.. BL SAW TARY SEWERJ Li 275 _ - - - 275 r PVC FROM CB. FOR .. PROPOSED'SANIrNtY SIDE gWElt ..... ........ DRIVEWAY SLOTTED DRAIN INV+ 2WM - "' - - PRO 09D r SANITARY SEWER.. ... ..... . PROPOSED 6' WATER MAN.... 270 270 CONNECTRp1RETNSENER N BASIN PER WNONREOUIIRENESINNWilyiLL. 265 265 IDBSIINGELEVATIONSAITARY SEWER MAO ROAD @ zso " Ozsc 0+00 0+50.00 1+00 1+20 PROFILE OFABERDEEN AVE NE STORM SEWER N Z112P VENT. PM' TRESE PUNS ARE AS-BUILYANDSHOKW ACCURATELY EFI ECTS E R- 3 915005ACCURATELY INFORMATION REFLECTS E%ISDNG FIELD CONDITIONSASOFTHISOA Y 31, 2019 APPROVED FOR CONSTRUCTION If SUBJECT TO ERRORS AND OMISSIONS Sill0MPCASIQiPLSARFBY: 0zzBY., I s 1I I - wBY Know what's below. BY, SCALE 1" = 20' Cal before you dig. OCITY OF RENTON Planning/Building/Public Works Dept. DATE: DATE: DATE: DATE: FINLEY SHORT PLAT U- 16005573 R- 3915 GRADING & DRAINAGE CONTROL PLAN 0110119 15615 I 10 WATER g CE iE WATER METER PER QO.R M. =I RIM TO fRWE) W N A DOUB E CHECK VALVE ASSEMBLY FOR EACH FIRE SPRINKLER SYSHN PER C.O.N. STD. 3AQ8, TOP, B. GATE VALVE (MUW.R STA. 2+56', 3.13R TOPE a- CM (MU) W/ REUST BLOQ( i I 2LT BEND I(MaM,) W/ MUSTBLOCKINGALOCATIONOF DRY FOR LOT I 10 AR -VW A55T AT 21EJMI 5' ND (M.R W/ 1HRUST BLOCKING F04R. 0.RM. PER PER SAQSSTA. 2+ 41.84 181 LF OFrI ASHY D30. N) LMDONONYfWAY FORLOTQ</ SEINER 01 N.W. 114 OF N.E. 114 OF SECTION 05, T. 23 N", R. 05 E", W.M. CITY OF RENTON, STATE OF WASHINGTON PROVIDE 1. 6 W VT7211CAL :::::::I: SEPERARW BEPAEIIINEWIWATERMNN AND NEW ....:. ........... . . IPER QOR SEL 4DQ1 5TA 0+ 6518', 0.27E .. ..' ...$...'. OINMEC4UG RESIRNNT HARNESS SERFS Wr .27TyM(WLj1rtApy 17WWORN20' G RVSW5ON BASIN E-21GI15 (E) 1 MEC<EOO R67RYM TWIRL 16 PAVED S4 MN. "2 V OF B• D.I. C. J 52 WATER MAN IV DTanY u r x;mao A0 T'q....."SR 3.aD.oD... 2- BLDW- OEF VALVE PER QOR M. 3+Q1 J i -( W/ THROST _ I r 1 i IiII II4' WE FENCE 4.0' I I 4' CYCLONE 300.82 300.86 ------------ - IAA 80TSMNRMI' ASSN 030N ULPPTRX TI R3? fl M ARY MINCE 24 X. SIDE AMEN B B 24NV- 2B0. 5 I I Sa1H. 4 WA' BE RE110VED, SE NOTE 41 / GRA ALOOX ON. INV-283.3 19 If E B• PVC PER G0.R. STD. 4W.1 ME SEVER SRIB, RAN TO OL 5TA 2+ 259' STA 2+26.T9', 5.751 I 5-2005 MIN. I .. • , RIM-3Q189STA. 1+19.6' , E-288. 24 6•(5) 1a LF OF 5• PYC 1. +,', . M HOUSE \ LOT 1 I I IE-29514 SO(E) ME ARTR sore. I Nvoml I . S-2.00S MIR II LOT 4 I STA. 1+WA' I li LOT 3 I I LOT 21 + ".A. _ i A PROX. LOGTMI OF I '. • . WATER VEER OR FMAYFORLOT3 ( ROLE M J L----- J I------ I ~< 4 I 4' CY( 1WE I 6' ROOD FENS 8' YAW I CE CE FEN0. 15' OUP' S OF Q 0.11' N. R N. OF R GROUND ISM) OF PRIVATE ROW 8 END OF PAYING 310 n E' l 3TOPOO.BE6 . .. ........ ..... E . . 980., 305 Q 6 w 1\ A. . 2LT INEW r R, MENRIM, I 9kF 1 LE6ENQ BLOW - OFF MW I Y FEE H NGNT CB RIM-281. 92 IIE 12" A WTER N E ER IE 12• DS2T8. 72 GTCH BASM1V IENSTNO SIRIPNG PROVIDE 1.5OFVERUCALSFPERARONEIEE N WATER INFILMIM BASIN j MAIN AND EX SANITARY SERER I CLEW-WT CB RIM-282. 12 r.Tp WE BALLIE12• ADS279.42 STORMDPANPIPE TOP TAAI SAWTAT' g11Pn 27B 7 WATER MAN A£ S1gRADM ACCO ANCE TO IS QER EOUIPoMENiS Z ONIREOYELT( VNVE C, DETML E7< PAVEMENTSWLLLBE)SXW T. iNRUST BLOCWNLO CIXNNECT r WATER MAN TO ESL 16• D.L WATER MAN IN ACWRDANCE TO CITY OF RENTON REQUIREMENTS & PER QQR M. 300.1 z 0 5 10 20 I SCALE 1" = 20' 1- r LATE VALVE ( FL 4 2]R07 W/THRUST BLOC(ING SARI, n T 6. 88E Q 3 FIN 2D28+ 44, Z .. IE-Ml6 (EX r) IB 30 LF OF ( I• PVC SEE SEWER STUB, S-200% MW, (TOP.) - ( SEE NOTE 4) LF (.? SSMH RM=281 IE B• N:275. 22 I NOTES IE 8• S275.321-FEE HYDRANT ASSEMBLY PER 1. A BACA'FLOW PREVENRON ASSMAY (OW&E INELR VALVE ASMME.Y) IS REgAREO fUT EACH FIRE QQR S10. SIMI SPRINKLER SYSTEM NSTANI m ON LOTS 1-1 2& STA. 0+10. r, 1SYL I 1-rtlY TEE (MAdla L THE EXISTNG WATER METER FOR LOT 4 EL E RELOCATED TOW NEW PLANTER STPoP SY CITY Y. j...... I 7.'... FORCES. BE CONTRACTOR SHALL RECONNECT THE PRIVATE SERNCE LIRE W THE NEW COPPER 1-r CI11E VALVEI1-r ADAPTOR (FIrNJ) TARPIEE BEBW THE METER AND AT THE BACK OF IRE NEW SNEMwX. i:'::: 1-6•x8' REWCER (MJML) 1 ALL WATER RIPE A'MNTS WRON 20 FEETOF AN R WAM BASIN SHALL BE RES'IRANED IMM 3 I 1-8. 0.1. CL 52 CUTTO LFHOTH I- MT MEGALUG RESTRAINTHARNESSSERIES I= i:5'o 11Mi. B52 A EXISTING SANITARY SERMCE LOCATION SHALL BE M]71FlED BY DE CglIRACTUR IN THE FiE1D. E ECESSARY, THE a.. SANITARY SEANCE FOR LOT 4 STALL BE RELOCATED TO ALLOW FOR NEW SANITARY SEER MAN CIXISi VON CWTRACTOR SHALL NOTIFY W HOIAEOWER AT 2525 ABEROEE! AT LEAST 48WRS HN WVANE CF SEANCEWTAOE IRE CONTRACTOR SHALLNSTALLA I NEW SANTARY SE AH FOR LOT4ANDTRANSFERSERMCEPRIORMTHENSTALLATIWOFNEWSANTARYSEEERMANNORDERTOMNIMIZE LOSS OF S.RMCE IMIE I S NFlILIP.ITION DEWCESEDIT L015 I. 2. R 3 SHALL E OFSKWED DURDNC IiIE LINE OF BUNDAfG PEiBtl! APPLi0CWN AND CWSM.CIFD WITH ENDING PERNRAPPROVALSMALLNM1RAilWIMSNSSHORNONLOTS1ONLYANDARESTOI DEHONSITMIE OFASIDRNREFOITER CONTROL FORPUFPOSES 310 PER lZSTA isM_ C.O. R. STD. 400.1.............................................................. 2+ Xn'. 5.76L ...................... N,E-29LI4I............... ......... 305 I...... 11.R WP.VI\........ PAOP. PRSMALI4NO. Q OF OSE F ORK.................................................. 290.R7 300 LYt.5CBTYRE 1 55ao0.,...... PND,!T 55EK28144R..... L_..., .... ................... STA'1+ZR2T..0. I W:............... N`F.2B55S(OUT) ..........LP.A: D+ 34. 55,.EL .26L84 ....... .. ............ .. .. 295 o 'PER' .. ............ 2' B1U16-0Ff PERMANENT /35EELY PFR . . u . SiAGM85 ............. . E 270.B5 (B). ............ HERE" 290 U 5TA 0+31.32' MIE..... r: sIDEYAI(..... MATREM Q ............... v`......-PoM=§6L72' EDORF/...... TIP. j........... J•.. ..... NW279...(pm.. PiE.REQROR. PpE.MANLIFAQREEqS gg .. a..... 141.LF. QF Ir sVN W SEVER 4. I.NINB....... I.............. . ........ I.... 285 I W LODR I.......................... I.................. t. .. . ... .. 280 MAN PEB DBUMI N PER MNREACIAD'' S. ......... DEPRESSED OURR'.... ..1.5' TRACT "A" ACCESS DRIVE........... I..FADCOMME.....N. 7w....................... HORIZ.11=20'...................................................................................... I VERT. 1"=40 ..................................................................................... I......... I........... ....... Encompass. ENGINEERINGB SURVEYING a n Dlrbion vv wasm \ 4 165 NE Iunlpa Rm , SuMe201 • Isv h. WA 98027 • Phas: (425) 392-0250 • F= (425) 391-3055 Faun WaMvm G 407 Swiftxaler BIA."Ck EWn, WA 98922 • Phm . ( 509) 674-7433 • F= (509) 6747419 290 SAIH. 4' NA PER C.O.R. M. Mi STA 0+ 04./4', 6,BBL M2PoR-26283 zz E-275121 (IX 07 285 CENTEtIINE OFABERDaN AW PROPOSED 12' LCPE STORM SEWEt TOP E 2m. 92 230DMW r WATER MAN TO MIrD. I. IN ABERDEEN AVE WO CONNECT IN ACCORDANCE TO CITY OF RENTON REQUIREMENTS 4.5' 1 275 SM .EWER P 3. 21i ... E1061M0 r SNL SEMTN SANIT n m SKI g......................... .tlW ...... ....5.'T.. ....q n 3 n' i'............. df 2702+ 001+ 50. 00 1+00 0+ 50.00 0+00 Know what's below. Call before you dig. THEY PLANS ARE OAS - BUILT AND THE INFORMATION SHOE) ACCURAIELY REFLECTS EMS77NG RELD CONDITIONS AS OF THIS DAIS MA 9, 2019 STEM". MCCASKEY as 42676 S-3915001 W- 3915001