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HomeMy WebLinkAboutzR-3915Setw W LO m n I 0 I 0 LLJ Q J a_ ry O Ln LEJ J z 11- Encompass. ENGINEERING & SURVEYING WFA6m Wasb" DI L 165 NE IuNpa SUmL SW6201 • IssI WA 98027 • R C (425) 392-0250 • F= (425) 391-3055 Swans WAIN" DhM10W 407 SxiRmtn Md. • EM RIm. WA 98922 • P : (SO) 6]4-]433 • FRc (SOB) 674-1419 Al N. W. 114 OF N.E. 114 OF SECTION 05, T. 23 N., R. 05 E., W.M. CITY OF RENTON, STATE OF WASHINGTON SURVEY LEGEND B R4 cR V'--R FIRE HYDRANT QS SEWER MANHOLE TELEPHONE RISER © POWER VAULT ❑ CATCH BASIN ROCK WALL -281.92 ADS 278.72 FIR TREE N05:278.72 SIPPING (� 0 MAPLE MEE CEDAR TREE -202 27 A05. P9.42 • PINE ® COTTONIMOD Sa' MADRONA TREE (UNSPEGFIED) yyy� yam{( SPRUCE TREE 0OM GAS METER 4 -283,12 x:275.22 S:275.32 I PER On OF RENTON CHNWENTS I ORD 101131/171 1aanvs sw 1 •=20• DATUM 2 FET an of Rartox cOLWERs mm 101181171®m � 5 PER OIY Oc RHIUI COYEDS DIm )/OS/1] 4 PER CRY OF RUMORCOMENIS DIm )/I8/i e 5 PM OIl' DF IEIION NLWFD+rS DTm 1�1 ame TMR Iv i e NO. REVISION eY DARE I APPR GLA LEGAL DESCRIPTION: PARCiL A THAT PORTION OF TE NW QUARTER M BE NE WARIER OF SECMN M TOMNSWIP 23 NOMN, RANCE 5 EAST W.M.. AND TRACT 254 OF CD. HUMANS LINE WASHINGTON BARNEY OF EVEN OV. W. 4 RECORDED N MLUE 11 OF PATS. PAGE LI2. N IONIC COUNTY. WASHINGTON. DESCRIBED AS FOLLOWS BrOWMG AT ME INERSECMN M THE NESIERLY MARGIN OF ABERDEEN AVE N.E WIN THE SOUTH UNE OF THE /RACY 255 OF SAID C.D. HLMARS LANE WASHINGTON WON OF EDEN DIV. NO 4 AS ESTABUSHFD BY SURWY PREPARED BY JABS EllER ASSOpA1ES NC UNDER " NO 72072. DARED 9/25/71 (SAID SOUTH LIE ALSO BEING ME SOUTH LWLE OF On OF RVMW SHORT PUT µA-01-109-Aq. EM-20-0296. IMORDED UNDER RECORDING NO.. 200108119000116): MENGE BEST ALONG SAID SO M UNE 25260 FEET. MORE DR LESS, TO ME BEST LAW OF MACT 2N OF SAID CO H JAMS LABE DIMS AMITY GARDEN DI' EDEN DIV. NO 4 AND SAID UNE EXTENDED: THENCE SQUM 011Dl•28• NEST, ALONG SAID EXTENDED BEST LINE IM67 FEET. MORE OR LESS, M TIE NORM LINE OF On OF RENTM SHORT PUT NO LUA-02-017-9PL RECORDED UNDER RECORDING NO.. M0N0907900015 THENME SWM 8916*r EAST ALONG THE NORM LINE OF SAID SYMT PLAT, MITI) FEET. MORE OR LESS, TO ME NESIERLY MARGIN OF ABERpRN AYE N.E.: THENCE ALONG SAID NESIERLY MARGIN NORN OIDO'S5' EAST IM67 FEET. MOW OR LESS, M THE PONT OF BEGINNING. EXCEPT NE SCUM SO FEET THEREOF PARCEL 8 ME SOUTH SO FEET OF TE FOLLOWING DESWBED PR N. TOT PMMAY OF ME NMINNST QUARTER OF TE NO.MEAST QUARTER OF SECTION 05. MWNSHIP 23 NAM. RANGE 5 EAST. WK. AND RACT 2 OR CO. MLLMANS LAAE WA hBNGTM GARDEN OF EDEN DIV. IN). 4 RECORDED N 1(ELBIE 11 OF PI PACE 82 N I MG OMN.. WASNINGTM, OE SCREED AS FOU.OWS BEONNNC AT INE INTERSECTION OF ME NEIFALY MARGIN OF ABERDEEN ALE N.E. WITH THE SCUM UNE OF MACE 255 OF SAD CD. HNMANs LANE WA9BNGTLN GMOFN OF EDEN VV, N0. 4. AS ESTABUS6ED BY S WY PREPARED BY URI DUER ASSOCIATES, INC.. LIMIER .BB NO. 72072 DAM 9175171 (SAD SOVM LINE A1,50 BEING TIE SOUTH UNE OF On OF RENTON SHORT PUT /.VA-I0-109-SAL U10-20-029W ACCORDED UNDER RECORDING NO 2WIOB11890pOJ1: THENCE NEST ALONG SAID SOUTH UNE 25260 FEET. MARE OR LESS. MINE NEST UNE OF MACT 2 OF SAID C.D HUMAN'S LANE WASHINGTON GARON OF EVEN DIY NO. 4 ANO SAID UNE D ENOED, TENDE SCUM OIVIJ280 NEST. ALONG SAID DOUNDEO NEST UE. 106.67 FEET, MORE OR LESS M THE NORM UNE OF On OF RD M SORT PLAT NO LUA-02-017-SPL RECORDED UNDER NECO MPIG NO. 2PD40B078001t5: TEFIOE SQUM BB16'40' EAST ALONG ME NORM UNE OF SAID SHORT PUT. 252.60 FEET, MOLE M LESS. M THE ■ESIERY MARCH OF ABERDEEN ALE N.E.: MENGE ALONG SAID WESTERLY MARGIN NORM OIAB'SS' EAST 10.67 FEET. MORE DR LESS. M THE PONT OF BEONNINO INSTRUMENTATION: NSTNUEUT USED: 5 SECOND IOTA STATION. FIELD SUNIEY DIMS BY CLOSI) WANRSE LOOS MINIMUM QO9BE OF LOOPS WAS T22000 N ALCOID ACE WITH WMC =-I50-O80 F THERE ARE ANY DISCREPANCIES BETWEEN DIMENSIONS IN DRAWINGS AND EASING CONDITIONS WHIM WILL AFFECT THE NMN, ME CMMACTM SHALL BANG SUM OODUPANOES M THE ATTENTION OF 1NE ENGINEER FOR ADARSRIENT BEFORE PROCEEDING WN INE NON. THE LYINMACRW SHALL BE RESPONSIBLE FOR INE PROPER nmw OF ALL KI AND FOR ME COORDINATION OF ALL TRADES. SUBCONTRACTORS; AND PERSONS ENGAGED MORE TIES CONTRACT On YF 010I SHORT PUT LUA-01-109-S PL RC W. 10MpB11800DO6 On OF RENTON SHORT PLAT LUA-02-002-94PL RC NO IQ)4090N00009 PUT OF SIOLEMMYER ADD WL. e4 PO BT CONTOUR NOTES CONTOURS SHORN HEREON ARE AT 2-FOOT INTERVALS EXISTING UTILITY NOTE On OF RDNRN CMMO PONT 266 IF)NND 6' ROAD COMMIE MONUMENT WITH Na IN CASE AT THE INTERSECTION OF N.E. 28M SWEET AND JOSS AVENUE N.E. ETFVATIM.247.87 FEET DATUM: NAM 88 On OF RENTON ALL LOCATIONS OF EMSMG UTILITIES SHOWN HEREON HAYS BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RCOMS AND SHOULD THEREFORE BE CONSORED APPROMMATE MY AND NOT NECESSARILY COHPUTT IT IS INE SOE RESPONSIBILITY OF THE CONTRACTOR M INDFFENDENRY tiRTY ME ACCURACY OF ALL UTILITY LOCATORS SHOWN AND M FURTHER OSCCtWR AND AMID ANY OTHER UTILITIES NOT SHOW HEREM WHEN MAY BE AFFECTED BY THE IWLfNENTATON OF THIS PUN. CONTRACTOR RESPONSIBILITY.' CONMACTM AGREES MAT TIN SMALL ASSIE SOLE AND COWIETE RESPONSIBILITY FOR" SITE COWNRONS I NYW6IG THE SAFETY OF ALL PERSONS AND PROPERTY, DURING TE COINGSE OF CMSNRUCTIM OF MIS PROECT, AND MAT US REQUUELENT SHALL APPLY OLNINUOURY AND NOT BE LULNTED TO NORMAL WONMG HOURS THE COMI SHALL DEFEND, 6AENNFY AND HOD THE OWNER AND ME ENGINEER HARMLESS FROM ANY AND ALL UASUN,, REAL OR AUEGED, IN CONNECTION WIN TE PERFORMANCE OF BON( M MIS PROJECT. EXCEPTING FOR LIABILITY AN9NG FROM TE SOT. NEOXENCE OF ME OWNER DR THE ENONEDI � W V Know Where below. Call before you dig. CITY OF RENTON Planning/Building/Public Works Dept R-391502 C 0 5 10 20 l� SCALE 1" = 20' IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Ann Fowler 08/2812017 G FINLEY SHORT PLAT U-16005573 R-3915 BOUNDARY & TOPOGRAPHIC SURVEY L0 L0 0 0 CD IMF A• WI 741 Q D J H �� ON A� U0 N 0 0 I Q J a_ f— O I1/18/16 Ww: I/A 156J Z 2 LL IF, w z w a a J a- O (n r J -) Z L.L EROSION CONTROL GENERAL NOTES 1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SEE IMPROVEMENTS. SURFACE WATER UTUtt, WASTEWATER UTILITY, WATER UTUTY, AND TRANSPORTATION PLANS: 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTMTY OCCURS. A PRE -CONSTRUCTION MEETING MUST BE HELD WIN ME CITY OF RENTON. PUBLIC WORKS DESIGN ENGINEER. J. ME BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON ME PLAM(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN ME FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF ME SURFACE WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. WRING ME CONSTRUCTION PERIOD, NO DISNRBANCE BEYOND THE CLEARING UNITS SHALL BE PERMITIED. ME CLEARING UNITS SHALL I`_ - - MAINTAINED BY TIE APPUCANT/ESC SUPERVISOR FOR ME DURATION OF CONSTRUCTON. 4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT ME BEGINNING OF CONSTRUI AND MAINTAINED FOR ME DURATION OF ME PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS. MAY BE REQUIRED TO ENSURE THAT ALLI PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FW ME DURATION OF ME PROJECT. 5. ALL REWIRED SEDIMENTATON/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/ON CONSTRUCTION TO PREVENT TRANSKIRTATON OFT. SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION D SEDIMENT fACILITES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING ANO/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED, ME IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE ME RESPONSIBILITY OF ME PERMITEE, 1 6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON MIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, ME PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION COI FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON ME PROPOSED SITE. DURING ME COURSE OF CONSTRUCTION, IT SHALL BE ME OBLIGATION AND RESPONSIBILITY OF ME PERMNEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY ME ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 7. APPROVAL OF NIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES. RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 8. ANY AREAS OF EXPOSED SOLS, INCLUDING ROADWAY EMBANKMENTS, NAT WILL NOT BE DISTURBED FOR TWO DAYS DURING ME WET SEASON (OCTOBER 1ST TROUGH MARCH 30M) OR SEVEN DAYS DURING ME DRY SEASON (APRIL 1ST TOUGH SEPTEMBER 3W) SHALL BE IMMEDIATELY STABILIZED WIN ME APPROVED ESC COVER METHODS (E.G.. SEEDING, MULCHING, PLASTIC COVERING, ETC.). We 9. WET SEASON SEASONAL E LNG AND N OCTOBER CONTROL REQUIREMENTS APPLY TO ALL - - CONSTRUCTION SITES CLEARING BETWEEN U TMEN 1 AND MARCH JO INCLUSIVE. UNLESS OTHERWISE APPROVED BY ME CITY THROUGH AN ADJUSTMENT PROCESS. 10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF ME SURFACE WATER / DESIGN MANUAL. 11. ANY AREA NEEDING EBC MEASURES, NOT REWIRING IMMEDIATE ATTENTION. SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 12. ME ESC FACILITIES ON INACTIVE SIZES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE- -� A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 13. AT NO TIME SHALL MORE MAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. / THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO ME DOWNSTREAM SYSTEM. 14. DURING ME TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30N ALL PROJECT DISTRIBUTED SOL AREAS GREATER, THAT ARE TO BE LEFT UN -WORKED FOR MORE MAN 12 HOURS. SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. iX 15. ANY PERMANENT RETENTICN/DETENNNONEROSION FCOLITY USED U A TEMPORARY SETTING BASIN SHALL 0E MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF ME PERMANENT FACILITY ROUGH IS GR NNCSOI THAT T AN INFILTRATION SYSTEM. THREE TEMPORARY ABOVE ME MUST BE GRACE OH GRADED SO NAT ME BOTTOM AND SIDES ARE 4 AT LEAST THREE MET ABOVE NE FINAL GRADE OF NE PERMANENT FAGIIItt. 16. PRIOR TO ME BEGINNING OF ME WET SEASON (OCT. 1). ALL DISNRBED AREAS SHALL BE REVIEWED TO IDENTIFY VMICH ONES CAN BE SEEDED IN PREPARATION FOR ME WINTER RAINS. DISNRBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF ME BEGINNING OF ME WET SEASON. A SKETCH MAP OF NOSE AREAS TO BE SEEDED AND NOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY O RENTON FOR RENEW. 17, FILTER FABRIC PROTECTION PER C.O.R. STANDARD PLAN 216,20 SHALL BE PROVIDED FOR ALL NEW OPEN -LID DRAINAGE STRUCTURES (INCLUDING CATCH BASINS. DRAIN INLETS, TRENCH DRAINS. ETC.) IMMEDIATELY AFTER STRUCTURE INSTALLATION. FILTER FABRIC PROTECTION SHALL REMAIN IN PLACE UNTIL PROJECT COMPLETION. 18. INFILTRATION DEVICES SHALL BE PROTECTED FROM SEDIMENT AT ALL TIMES IN ORDER TO MAINTAIN THEIR CAPACITY. a 4' z N.W. 114 OF N.E. 114 OF SECTION 05, T. 23 N., R. 05 E., W.M. CITY OF RENTON, STATE OF WASHINGTON T- _ - _ _ _ \ I I I I I I i COVER MEA RES WILL BE APPUED IN CONFORMANCE WTH APPENDIX D OF ME SURFACE WATER DESIGN MANUAL. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISNRBED FOR TWO DAYS DURING ME WET SEASON (OCTOBER 1ST TROUGH MARCH 30TH) OR SEVEN DAYS DURING ME DRY SEASON (MML 1ST TOUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITH ME APPROVED ESC COVER METHODS (E.G.. SEEDING. MULCHING. PLASTIC COVERING, ETC.). RIOWDE FROTECiIOx MEASURES (ABRIC I SILT FENCE PUT TEMP�Y SWALE TO i PROTECTION) PROTECT COR STANDARD DIRECT SEDIMENT RAP OVERROW WALLED INFILTRATION DEVICES ROCK RETUNING WALL I PUN 214.01L TYP, TOWARD ABGRDEENAVE NE. FROM SEDIMENTATION DURING TO BE REMOVED, M. iO DIU (xX5gUC1ION, TRIP. CONCRETE TO BE REMOVED1 TYR. STANLRED CONSTRUCTION ENTRANCE PER C.OR. IX, PROPERTY LINE STANDAItD PLAN 215,10 WOODEN SITED Ir J00 298 46 <5 1 2 T 9 BB 66 90 TO BE ROq.ED fi - �0" 6 WO00 E FENCE 18" T REMOVED, TYP. -- TO BE REMOVED SEGMENT TRAP PER BARPLAN 21LN X,I PWr T a a.AREA AT TOP OF WEII TO BE REMOVED. M ROCK REGAINING iIALL COLLECT MID CONVEY STORMWATER RUNDIT INTO SEDIMENT TUP W� ;17 ON O BRINING WALLTO BE R2' WOOD FENCE0gtMWAY TO BE REMO - YYY M PA T TO L /RI r119 --L IN� CONSTRUCTION SEQUENCE r 6J _ APPROXIMATE DRRNE OF 6 REFS i0 BE MANED L9 IPM OxIW E DRP nE O l9, '0y 1 \' Ix 14' &CLOFNE 6' 0O FENCE J (CREDIT FOR MENTION) W000 J FOXERE FMNgN) 1. PRE -CONSTRUCTION MEETING. FENCE 0.15' 2' S. O TE 16' 6, F VICE OIL' R (CRREEW ROCK RETAINING WAIL 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WIN ME 4 CYC ONE N O R 6' TEMPORARY CHAIN UNN FENCE NF TO BE REMOVED, M. REQUIRED NOTICE OF CONSTRUCTION SIGN). FENCE 86' APPROXIMATE DMPLNE OF CLFNBNG LIMBS, ttP. AIROUND TREES i0 BE BRAINED S TEMPORARY CHVNIUNK FENCE " TREE TO SE RETAINED i (SEE DETAIL SHEET 4) AROUND i0 RETAINED 3. RAG OR FENCE CLEARING UNITS. (CREDIT FOR RETENTION) AL O (SEE DETAIL ON SHE E 1) 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. PROVIDE PROTECTION MEASURES L SILT FENCE. FILTER S. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). FABRIC PROTECTION) TO PROTECT INSTALLED INFILTRATION DEVICES 6. INSTALL PERIMETER PROTECTION (SILT FENCE. BRUSH BARRIER. ETC.). FROM SEDIMENTATIONDURING ➢ ➢. CONSTRUCT SEDIMENT PONDS AND TRAPS. 8. GRADE AND STABIUZE CONSTRUCTION ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES. PIPE HOPE DRAINS. ETC.) SIMULTANEOUSLY WIN CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WIN APPENDIX D OF ME SURFACE WATER 11. DESIGN MANUAL AND MANUFACTURER'S RECOMMENDATIONS. RELOCATE EROSION NO MEASURES OR INSTALL NEW MEASURES MAT AS SITE CONDITIONS-- ONITION - - - - - - - - - - - - L - CHANGE NE EROSIONNAND TR ND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WIN NE GINS EROSION - - - - - - - - - - - - - AND SEDIMENT CONTROL STANDARDS. 12. COVER ALL AREAS THAT WILL BE O FOR MORE THAN SEVEN DAYS WRING ME DRY SEASON TIME RETENTION NOTES: WI N N STRAW, WOW FIBER MULCH. COMPOST, PLASTIC SHEETING OR TWO DAYS DURING NE WET SEASEAS WI 36 SIGNIFICANT TREES (AFTER DEDUCTIONS) OR EQUIVALENT. 30R OF OF SIGNIFICANT TREES ARE REWIRED TO BE RETAINED (11 TREES TOTAL) 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE W1MIN SEVEN DAYS. 6 TREES SHALL BE RETAINED 5 REPLACEMENTS TREES SHALL BE PROVIDED (SEE LANDSCAPE PLAN) 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE MAN 30 DAYS. 15, UPON COMPLETION OF ME PROJECT, ALL DISNRBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. 9 ypWIng Encompass ° T �� Af 1 PER CITY OF REMON COMMEN/8 GIRD 1/31/I7 SW Um Y Z 2 PER CITY OF RENFON COMMENTS ORD /18/17 00� E•-20• '�'�'w' ENGINEERING & SURVEYING 3 PER CITY CIF RENTON COMMENTS ORD 7/05/17 END > � Wm[cm WazMnglon DMIcin // 3R2R5 4 PER GIY OF RENTON COMMENTS GIRD 7/19/I7 pRp W 165 NE Iuniper SUol. SulLe 201• F,..h m\W n]•P :(92SI 192-0250•Fa<14251391 -3055 �1 sp1 5 PER, Cm O RENTON COMMENTS GIRO ' �K •� I DATUM gnnOwmkw� 51ti�' /18/I7 7JR m 407 Sxdimmr eAd.•Ck Dum. WA 98922• Mwlc:(5016747433• FWR(SIM 6747419 2OUL �SI1811 NO. REVISION BY DATE APPR I SSMH RIM-284,416 IE 8" N'. 273.91 IE 8" 5274.01 M RIM•281 92 E 12" ADS -27072 E 12" ADS 27872 ce4 TYP. CB RIMADS2 12 IE IE 12' ADS 27942 I 6' TO MAN CHAIN UNK FENCE THOU TREES TO BE RETAINED (SEE Al ON SHEET 4) MPIiOKILUTE DRIFLINE OF TO BE FUNNED ( IT FOR RETENTION) I SSMH RIM•283.12 It 8' N: 275.22 IE 8' 5:275.32 I F 0 0 5 '1Z0 20 i� SCALE 1" = 20' TESCLEGEND FILTER FABRIC PROTECTION CLEARING UNITS SILT FENCE TREE PROTECTION FENCE STABILIZED CONSTRUCTION ENTRANCE TREE REMOVAL APPROXIMATE DRIPLINE OF TREES TO BE RETAINED LOCATION OF PROPOSED INFILTRATION DEVICE SURVEYLEGEND ® WATER METER JQ FIRE HYDRANT OS SEWER MANHOLE • TELEPHONE RISER © POWER VAULT ❑ CATCH BASIN C=CQ ROCK WALL FIR TREE MAPLE TREE CEDAR NEE ® PINE NLA� COTTONWOOD g MADRONA TREE (UNSPECIFIED) R"$ �mGN SPRUCE TREE GAS METER NOS: EX. SANITARY SIDE SEWER TO BE ABANDONED AFTER NEW SANTARY SIDE SEWER HAS BEEN INSTALLED IN ORDER TO MINIMIZE LOSS OF SERVICE TO THE EXISTING HOME ON LOT 4, CONTRACTOR SHALL NOTIFY HOMEOWNER AT LEAST 72 HOURS IN ADVANCE OF SANITARY SIDE SEWER ABANDONMENT. SHIN R-391503 R1M•290284 IE 8" N81.9 9 It 8" 5.201.9 I IN COMPLIANCE WITH CITY OF RENTON STANDARDS Xr It 8" W 28L99 I I • DEVELOPMENT ENGINEERING SURFACE WATER UTILITY / Ann Fowler 08/2812017 O rstraka 08/28/2017 G Know what's below. Call before you dig. CITY OF FINLEY SHORT PLAT RENTON U-16005573 R-3915 Planning/Building/Public Works Daft. TESC, DEMOLITION, & TREE RETENTION PLAN Q J 0 /18/16 [n N/A N/A r 15615 w 3 m 10 z LL W w zz w ---------..----- 1,TEE I�.NY.A i vtMtla F.r'YILnCs9 Llfo 1. cOWnvouN mTFME wrE UeEv mw>aE oEULo-m1ENEvuLFu i mIGEx�exm mmDDED rD IRurcaNWnrRAND FLLWS.NOIM Nrkro:D TOT�AT NIp1AN1YLMNNIrB6 WEmNO NaE AM WNLFMMTEV RQYM®1 E NNhYEOi!IQRirIIrE dW VQE 9YBIEY IOABEONFNi rMPpINO 2 oENENOIxrtKurIN1 YLOE1GiliW 21. 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PUBLIC wov ' SILT FENCE STD PLAN - mcoo DEPMSAE'I MMICH 2008 N.W. 114 OF N.E. 114 OF SECTION 05, T. 23 N.3 R. 05 E.T W.M. CITY OF RENTON, STATE OF WASHINGTON C W/E•�Fk ROW A`r.Ei�4rLyRf� Y Vir IMF Y. aL3E::1`T.••A ROMtu f � vlw txms _� � J ,� `'��ITNxEROWWN IwTu 1 \ Ar Ld10Rd Oil! It CdQ1gJ('l1pN M11NM4LNYLlRAEI®MNlVRITBMIC WILLl WWpAW11RIC11'lI0X B11FAMlMVEIIIp OM PNIB R.Wp OlO11E1FW�I/SW WHIM IOW IIfOMBRI L vaENNp NEE1WAlO1NbICN101M V. HERB FUEL, (WOOD WED BOUGHT BAY N pNTNTED IDRMCCNBNED WITH WORRY SPARS N MEE THAT WILL LOT EIAp FOR PFABVEFR RMOI. HOO FAIL HE NOT ¢RY8OE0 FOR ENTRANCE 5TABAI:ATNT NURBAN MUST THE INSPECTION MAY PAWIW`T RFTEEOOUSE OEOEIKG IB iMEXOOFIII IB WTPRRTNING EOIENT ROM ENOTNIIOOOCMO PnEYENTORFEINENIONEL IS CE CIWED WROMVELEM 32 fF1CNG5XNI BE IMBTNLLE0A8NECE59MYiOlEBIRCI IRFFFC iO ME CONBIRUCIMM FNIIAXCE. 11 WMENEVFRPOBgBLE.HIE EMIRWCE BWuI WIETPoICTEDOHLRRA COYPICTEp N10OlODE TIBOW SLBBIRMl4LV NGIF/SEMERECIWEEESS OiM PADN01®UCFT1E EpFdR WIN}ENAYff. L B WM UMONOS 11. WM1 WT 8NVLLEMDEEFMEPMMWLONWRNILWMNLEWTI'NESPEOFI nONL 32 FMEMTNNILF 16Nm 1AEYFMING 6EDWEM EMTRACRO CMOPAVEMFM.TXFN ALIERNTM1EBENUIEb TO BEEP TIE 91REI8 f1EE 6 SEOEENi 91WL E USEJ. THIS MAY INCLUDE STIEFT SWEERNL, M NCNEASE IN THE alENSIGNSOF THE ENIMNCE, dl ME NBTAILAigN OG TIE MXFFI WON. IF WA&1NG 0 LIED, RNWI BE WINE ON M IIRFA COIFTE➢ WITH CI6SIm ROOL MD W VIm WATER SXFLL OLVN }pA 9EOIMTTLRMOR POIO ] ]. 4O SEOYEMMT M TRSIO:D INTO PAYEYEM 9XALL BE RLOYED IA.EIMTELYT SNEEPNO, M 9pLENTCOLIECIEO BY S RAPT G ENS BERMT4D dlMMLUED HEHIE.THEP TTO OLC NJTEE MWCEBY WNNMODOT.TEE Br4EET. SMQ.L YMEX6 TONE OMNFFFE Ti A!TNEREMATNREATTOW ED6VETi.FDIECESSIAYTOWNWME6TPEEIS.A SMLLL SIMP OUST BE CdEWILip. i1ESNW,ENT WV11L0 iXEN BE WrW1E0 MOUE SOUP WIEIE RCAX E CONTRWIEOMO SOIAT30WRpTflV. 34 WMRv 5PK.8 ST TxAT MELOJ6BE0 TCY MEP/O NOENOUPp1 ixERO9NAV 8H4L BERFIFJMD IWEdAIELY. 35 V:XA^LkSAXk kRrtNNG dI EMIMIG MSREBAi POMT80IMFA MMMCO81WCnOLI FNIIINCHSI, FEWNG BWEt Bt INS-AL.FO TO LOVIROI TRKFD. PUBLIC NOR+L STABILIZED DEPARIIEED'I CONSTRUCTION ENTRANCE TREE PROTECT)N MEASURES A. CONSMUCTON STORAGE PROHIBITED: ME APPLICANT MAY NOT FULL. EXCAVATE, STACK OR STORE ANY EQUIPMENT, DISPOSE OF ANY MATERIALS. SUPPLIES OR FLUIDS. OPERATE ANY EQUIPMENT, INSTALL IMPERVIOUS SURFACES. OR COMPACT THE EARTH IN ANY WAY WITHIN THE AREA DEFINED BY ME DRIP LINE OF ANY MEE TO BE RETAINED, 8, FENCED MONCTON AREA REQUIRED: PRIOR TO DEVELOPMENT ACTIVATES. THE APPLICANT SHALL ERECT AND MAINTAIN SIX-FOOT (II HIGH CHAIN UNK TEMPORARY CONSMUCTON FENCING AROUND THE DRIP LINES OF ALL RETAINED TREES OR AT A DISTANCE SURROUNDING ME MEE EQUAL TO ONE AND ONE -QUARTER FEET (1.25') FOR EVERY WE INCH (1-) OF MUNK CALIPER, WHICHEVER IS GREATER, OR ALONG THE PERIMETER OF A MEE PROTECTION TRACT. PLACARDS SHALL BE PLACED ON FENCING EVERY FIT" FEET (50') INDICATING THE WORDS. -NO TRESPASSING - PROTECTED TREES -OR ON EACH SIDE OF THE FENCING IF LESS THIN FIFTY FEET (50'). SITE ACCESS TO INOADUALLY PROTECTED TREES OR GROUPS OF TREES SHALL BE FENCED AND VOWED. INDIADUAL MEES SHALL BE FENCED ON FOUR (4) SIDES. IN ADDTgI, THE APPLICANT SHALL PROVIDE SUPERVISION WHENEVER EQUIPMENT OR TRUCKS ARE MOVING NEAR TREES. C. PROTECTION FROM GRADE CHANGES: IF THE GRADE LEVEL ADJONING TO A MEE TO BE RETAINED IS TO BE RAISED, THE APPLICANT SHALL CONSTRUCT A DRY ROCK WALL OR ROCK WELL AROUND THE MEE. THE DIAMETER OF THIS WALL OR WELL MUST BE EQUAL TO THE MEE'S DRIP LINE. D. IMPERVIOUS SURFACES PROHIBITED WITHIN THE DRIP USE: THE APPLICANT MAY NOT INSTALL IMPERVIOUS SURFACE MATERIAL WITHIN THE AREA DEFINED BY THE DRIP LINE OF MY MEE TO BE RETAINED. E. RESTRICTWS ON GRADING WITHIN THE DRIP UNES OF RETAINED TREES: THE GRADE LEVEL AROUND MY MEE TO BE RETAINED MAY NOT BE LOWERED WITHIN THE GREATER OF THE FOLLOWING AREAS: (1) THE AREA DEFINED BY THE DRIP USE OF THE MEE. OR (it) M AREA AROUND THE TREE EQUAL TO ONE AND ONE-HALF FEET (1-1/2') IN OMETER FOR EACH ONE INCH (I-) OF MEE CALIPER. A URGER MEE PROTECTION ZONE BASED ON MEE SIZE. SPECIES. SOL. OR OTHER CONDITIONS MAY BE REWIRED. F. MULCH LAYER REQUIRED: ALL AREAS WITHIN THE REWIRED FENCING SHALL BE COVERED COMPLETELY AND EVENLY WTH A MINIMUM OF THREE INCHES (T) OF BARK MULCH PRIM TO INSTALLATION OF THE PROTECTIVE FENCING. EXCEPTIONS MAY BE APPROVED IF THE MULCH WILL ADVERSELY AFFECT PROTECTED GROUND COVER PLANTS. G. MONITORING REWIRED DURING CONSTRUCTION: THE APPUCMT SHALL RETTN A CERMIED ARBORIST OR LICENSED LANDSCAPE ARCHITECT TO ENSURE TREES ARE PROTECTED FROM DEVELOPMENT ACTIVITIES AND/OR TO PRUNE BRANCHES AND ROOTS, FERTILIZE, AND WATER AS APPROPRIATE FOR MY MEES AND GROUND COVER THAT ARE TO BE RETAINED. Encompass ENGINEERING & SURVEYING WInam Wmhvom Oirhhl ✓✓ 165 NEkniper SirxAL%H Z01• •,•h.WA98021•Pvr:(425) 3924)2S0•Fa(42S)391-30SS EaETE Wa 81Dn DMran 401 SW$Imin LET. • Ck Him. WA 98922 • PIMMK: (50) 1141433 • Fa DO9I619J419 S m PLAN - ffiL10 211 2UUE TREE PROTECTION FENCE DETAIL. 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1. LOMTDIr W UE 1.1. NNLL BE HAP'ROiW YL LEORY MWM NiIt DTVNNTE N01N111NMAGF£i(;i wOti N1BEL ON CVXSnWCr1Ol AVER lIR655 THEREWERAFTR1 AMGILTWNID LdMYF9lOA5EMLx1PSnTETMo, 12 1MY BE W EO NrNMEREATnE NAYIM;OIaOEigNlOMD1Em LMSVQE SVSTEY a Eco-lmNFnxDVRAAWEMEAMwrrprE l,vWENTIEVl1AOE. 1 OEIex AND xlnuunvN aPSOFIuIO It HTE4E/btIL19 U'IY YLPYED N9L!POIONO'MLNO1EAlRKFC WNLBN NI]WyEPEiCPE ENOmW WLLNOr RFS.LTi ThE 21 uMlrWAND TIEDVIO AeLT[P iABRC11®IOILSIESnOEMERMLVHb.EROAroMLWE CF fLTEXfABRL pEXOMTE9®91N411Y v,auru¢u L WRLYMILESTML 11. IM'ACCUY.IATp SpSEIr WI q.WJO iRIT TIJIpRW WILL Sf EYOVp \SiMRY.SFWEM SMNLNp'E 1®I.O.EL WRX WATER A'ONL SpSEBIE WTE dEPotpfINGLL MBRE WIHOREO CR NE POBUC wok ::- FILTER FABRIC PROTECTION M. PLAN - M820 DEPAR:Yty": :1 iRCt BUM I PER CTY OF RENTON COMMENTS I DIED P11311171 1"'^`^'• SM 2 PER CM OF RENTON COMMENTS DIED /I8/17 Iiolom 3 PER CM OF RENTON COMMENTS DRD 07101171ORO 4 PER COY OF REMVN COMMENTS DIED 1/19/I1 DID 5 PER CM OF RENTON COMMENTS DIED W1181 I1 NO. REVISION BY DATE APPR N FN� cL4 NOTES: I. 6-FOOT HIGH TEMPORARY CHAIN UNK FENCE SHALL BE PLACED AT THE DRIPUNE OF THE MEE TO BE SAVED. FENCE SHALL COMPLETELY ENCIRCLE THE MODS). INSTALL FENCE POSTS USING PIER BLOCKS ONLY. AMD DRIVING POSTS OR STAKES INTO MAJOR ROOTS. 2. FOR ROOTS OVER 1-INCH IN DIAMETER THAT ARE DAMAGED DURING CONSTRUCTION. MAKE A CLEAN. STFAIG4HT CUT TO REMOVE THE DAMAGED PORTION. ALL EXPOSED ROOTS SHALL BE TEMPORARILY COVERED WITH DAMP BURLAP TO PREVENT DURING. AND SHALL BE COVERED WITH SOIL AS SOON AS POSSIBLE. 3, WORK WITHIN PROTECTON FENCE SHALL BE DONE MANUALLY. NO STOCKPILING OF MATERIALS. VEHICULAR MAFFIC. OR STORAGE OF EQUIPMENT OR MACHINERY SHALL BE ALLOWED WITHIN THE LIMIT OF THE FENCING. IOU FRITH TaNrn.riOL WrF m'MOR'WENWMFEET WENT mn eNmw1lN .� T 1eL""'L BERESSAI NI Nd NAY!MNMUCTEDMo VATM DRNrMR All! PUBLIC WORKS SEDIMENT TRAP DEPARTMENT O Q A Know what's below. Call before you dig. 1'=20' "® " A "' O CITY OF FIPI � RENTON i DATUM rNE.omoc. Planning/Building/Public Works Depl. R-391504 OTH 81D. PLAN - 011.00 MARCH 2008 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING SURFACE WATER UTILITY Ann Fowler 08/2812017 O rstraka 08/28/201I ': ] FINLEY SHORT PLAT U-16005573 R-3915 TESC NOTES AND DETAILS 11/18/16 15615 4 E. 10 Ln rn O RRLLIRAXNBtWI RA 1+5499'. 15.16i RM=T05. _Lf NN=N11.8� ~ CB 15. PIPE 1 SIA 2+6251', 15.24 RM-305.50 Z- 0300 o p AW WALL by 0 fDPfLET. WaL 7 -4 E Q Z w a � a O STA % in CONNECT W CIA _ BASIN z ! W 4' I P6NIRATGW BAGAI A°PFOx. LINAiRNI SM 1+49.3J: 19.991 SEGMENTAL BLOCK OF ENTRANCE RM=19J.80 RUNNING WALL PER M=19D.65 MANUFACTURERS FOR Lot 1 (SEE NOTE 2) RECONUENMipN APPROX LOCATMH OF (4' MAY. HEIGHT) I ORT41 IY EMRNICE (SEE NOTE 2) zs• M1, \1 Af1.J0I.S0 I �,` NY-296.63 6' RMC STORY SEWER,I S-z.oDx w. Pro. OT 1 PXO - 300.00 6 NOTAYNNL i O( NMM I A T/lY-JOO _ RI)- BIW 1C 6 KERY WALL ( NOTE I^k I y CB 12, I'VE 1 '1A 1+26JY. Owl 1 W-292.05 WV-I8940 (OOP) IRATITN BASH ST M+JJ.83', 0151 , NMM-19310 N.W. 114 OF N.E. 114 OF SECTION 05, T. 23 N., R. 05 E., W.M. CITY OF RENTON, STATE OF WASHINGTON I(WAL 6- WIDE GRAT I MORE) DRA84 WITH 1/2- WIDE SLOTS) I IRE 12' ADS. DE]2 (MIH 6- NICE oaMr STA 0+31.10'. w IIE 12' ADS: 278.72 NON 1/2- W SLOTS) RIM TO GR40E o ' SPA I+2&3J LB I IEXI511NG 51Po%NG RIM TO GRADE 1. IVPE 1 i sra Oa31.10', OOY rc Z SOfINUI GMOW+G 5'OF 6* RAGpp�1 Rw.1BI Tl F WTAR (TANS SEET) SEWVC S SAOR W4 MY=18010 (ONO) r i RT CB RIN-2827 W{1LT;+I . iISN 5' Of 60 PLC 9O N IIE 12' A05:2T9.12 STA 1i1 . j 0.25Y SEWER. 5-I.00I YN! m - RM- OB RIFRTPATAON 8456! C0NlLIC NV BASIN B9.M PROPOSED 8 ST0. OaJB TO', B'SN ,+ 5(MERCTo E s GD 20 m 1B4 AlIN FIM-2WR5 p t ot PER IGCIP( OE RENTON NN-1T9.90 RE0111REMENTS, INV=179.122 My B2 ENIPANCE PER CITY OF RENTON STD. IN.I 6 104.2 AN RY MR (OEP�+ESS CURB At 14�. 1+0D.(s =1AY ENTRANCE) L13 90l�D DRNN Z (MIN. I6- MOD GR4R - - - - - _ �288_ 1 _ MIN 1/Y WIDE SLOTS) -P84 W STA. b+OLIO'. RIM Ib GRADE SA T EXISTING PAYEMEM (FLIT COIN). TIP I1M-19J.60 t APPROX LOG11pN BUFFER _. 2 INv-19065 I OF. Y ENTRANCE i 3• STORM SEWER, A• (SEE ' 2) E%. HWSE IROM .W s-z.Iwx ON iry I LOT 4 1 -LOT E 3 SILO gMlll BIW-284 PAD ELNO - 194.00 5 'stO CB LB /J. TYFC 1 ( . 6"•W10E TE WITH 1 STA 1+41.83'. 19.91Y 1/2 1 RIMSLOTS) • 4 4 ' AW-�NiB AY PA K REPLACEMENT ,. ROD FACE PER MAIDWA OO R. BID. 104.3 BASE TO REM4N) sw7wx ON, 4.0 DRY WELL W/ Z.. (Elf 11' OF C( i, I NnoP 1 r ORAP 9i YIID 1 BPB IL OELL ORNATE OPNNKi 294� ya .Lyn 4' CYCLIE B MOOD FENCE 4N WELL W/ EASEMENT FENCE 0.15' 0.02' S. OF 4 12• �• IMP CONNECT ROCKERY GB _/a. PIPE 1 6 w000 !� I' N 4' CYC MIRE N. OF R APPWXMATE OMPLME CA CB /). TYPE t FOOTING DRAINS TO DRY - .� (N) 0 FENCE 86' CONECT ROCKERY NOW TREES TO BE RUMNED, CIP. NRI- .ON WELL W/ SOLID 4- PW N -m 0 (am) rv. ddddddFFfFFf It oeuNs ro om WELL w/ Lvc-zo.00 R^'=.� (xl PIPE PRINCE Rc SOLID 4' REFIRE PROVIDE PVT: 2+22.65 EL305.50 NM-29/.40 (OUT)WIND BENFAN WALL PIE SLEEVE SENEVIN WALL A.D.:-10.50% K:1.9 I HP STA:2+32.69, EL:305.85 x1m mlc _f��l 310 305 300 295 290 285 280 275 270 2+90 2+50.00 2+00 EncompassI ENGINEERING & SURVEYING WO1Cm Wa4mn" Efty b L/// 165 NE Juniper S1roH. SUfe 2D1-1sse18Ah. WA 98027-Phane: (425) 392-0250- Fs (42S) 391-30SS Ea6vn Wa vm Onnam 407 AAihotu BW. -Ck Nun. WA 98922 - Phwc: (50916747433 -Fa (SCM 674 7419 LINE. Pro. 23 V 6- LORD M89 \89 1 TxMXTE DRIMANE OFMSTORM S-2.-1.00I ON 1 TO BE R NEDPI T. . (PRNMTE) WRIERY WALL, 60 MO.. EIGNP i/w-189 i (SEE NOTEET IR) B/W=285SHE. S � JO. I r-4 N n 4'IXl +SSWI ry PER O.O.R. STE, Oo..1 PFOPOSED 4. : n .. STA 1+25.90'. 68J'L F ROUND ELEW4WM ,A N W �r ., •. .� J' MIN. COVER -t S In IE=199J0 6T5) R WATER MAN ENO PR9AR ROAD 8TE) R E ON AWING'E=19920 STA +22.W \ PROPOSED ALONG \ SS SmI f a Access DRn•E I -INCH AN -MAC LN EXSING PRaNE ALONG BEND ASSEM9LY AT NIGH f Of ACCESS POW PER STANDARD I LNC-60.00 r22.5' NO. NO J L PM:0+84.55 EL: _?F#44 2' BLOW -Off _ _ _ _83 PFRMVIENT ASSFY%Y \ CB 12. PoIE I LP STA: 0+34.55, EL: 282.84 PER C.O.R. STD. 3401 L SIA 1+16M3 0 7 MAXIMUM PIPE IM'-18R40 (qR) SSMR, 4' IXl PER MNMulACTURERY PER COR STD, MOT RECO MMENDAWN, M. _ N SPA 0+6455: 6.861 +r \ u RM-28433 ..J AD-27725 (w) BACK OF K-27715 (E) 90E " Li /1, TYPE 1 vI ry p. `q STA 0+31.20: 0.01 X'4j6A \ RM=282.77 \ IN9-2W 10 (WO "� R 1611E IK 80m VI ci SMMARY SEVER 0 I3.6F \ NT' \ \ e 2.00% MA"MUN PIPE X)FLE PER MANUFAC 's OEPREsyy TRACT "A" ACCESS DRIVE RECOMMENDATION. cum 1.52MN HORIZ. 1 "=20' VERT. 1 "=4' • Mar LFOFm 60 B• EXISTINGGRACE l r PROPOSED (ASIM OJOH) SWRMY 11 GRADE sENDI O 3.219 omon jOa 1 PER CITY OF RENTON COMMENTS 2 PER CRY OF RENTON COMMENTS 3 PER CRY OF RENTON COMMENTS 4 PER CRY OF RENTON COMMENTS 5 PER CRY OF RENTON COMMENTS NO. REVISION 1 41 r SSYH RW281.12 IRE 8' N'.21,2,22 IE 8' S: 275.32 ROCKERY WALL, 4- MAX HEONT' (sE NOR I) 57 - 1Yi VENT PATCH 4' MLI OWR 6' USHED ROCK COMPACT TO 95% Y00. PROCTOR T (Il1ICH IWX: PAYEYEN! iHICI(E rt GREATER) 5' ALK PEF1�GG'OR. S 101 B rwT CURB B GUTTER C.O.R TO. lot ( RESSED CURB AT nEWAY E�E) ING 4' WIDE T PAN T (sEE G OETAA) GB /� CB 6 1 NY=1 .w NV=26 ON (41 ITN-2 .94 (6:121 310 305 8' LANDSCAPE 300 5' CONCRETE SIDE 295 290 ssMH, 4' aA PER L.O.R. S10 400.1 STA o+N.u: 6.861 RM-28285 285 C-275.22 IRE-275.115 (EX. 87 �- CENTERLINE OF ABERDEEN AVE PROPOSED 12' LOPE STORM SEINER 280 EXTEND 8- WATER MINI TO EX 16- 01 IN ABERDEEN AVE AND CONNECT IN ACCORDANCE TO CITY OF RENTON REWIREMENTS 275 EXISTING 8' SAM. SEWER 270 0+00 FT ORDO71191 ORD I x BY DATE APPR SIDEWALK GRADING DETAIL (SHARED DRIVEWAY) SGIL: ILp' 300 NOTES L RETAINING WALLS OVER 4-FT W HEIGHT REWIRE A SEPARATE BALDING PERMIT 2 DRNEWAY LOCATIONS ARE APPROXIMATE ACTUAL ORNEWAY LOCATIONS AND CONFIGURATION TO BE DETERMINED WRING WILDING PERMIT PROCESS. J. PROTECTION MEASURES SHALL BE PROVIDED FOR ALL PROPOSED INFILTRATION DEVICE LOCATIONS PER NOTES SHOWN ON SHEET J. 4, BOTTOM FACE OF RUNNING W 15 TO BE LOCATED BY CONTRACTOR 50 THAT ENCROACHMENT DOES NOT OCCUR ONTO NE ADMCENI PROPERTIES. DRAINAGE PIPE BEHIND THE WALL TO SE LOCATED WITHIN NE LOTS ASSOCATED WITH THE WALL AND NOT WITHIN NE ADACENT PROPERTIES UNLESS A PRIVATE DRnINAGE/WALL EASEMENT 6 RECORDED. IF AN)' GRADING NEEDS TO OCCUR WITHIN NE ADJALENT PROPERTIES TO INSTALL NE PROPOSED ROCKERY WALLS A SEPARATE TEMADfORY CONSPRUCHON EASEMENT WILL BE REWIRED. EX. R/W CENTERLINE 3n 16' 0.5' F2S CURB k GUTTERS 4' HMA CUSS 1/2' PG 64-22 EX. ROAD SURFACE 6' CRUSHED ROCK SAWCUT PAVEMENT ABERDEEN AVE NE SECTION NIS 295 290 285 280 275 270 265 SIDEWALK GRADING DETAIL (LOT 4 DRIVEWAY) SCALE. 11p' CB /6, TYPE I RM-285.40 EXISTING GRACE RN-181.0D (11. ALONG f of RN-180.91 (6127 ABERDEEN AVE NE CB ADS 282.12 IF PCB A05.279.42 ssMH RM=28J. f2 R 8' N275.22 R 8' S 115.31 too LF OF 12 LCPE STORM SEWER, 5=L= I I - - - ---'----J- - I Li EX. B" SANITARY_'- ---___ SEWER - - - - - - PROPOSED 6' SABBARY MBE SEWER PROPOSED 8" SANRARY SEWER PROPOSED 8' WATER MAIN CONNECT PROPOSED 11' STORM SEWER TO EXISTING CATCH BASIN PER LM IN✓=179=279 4W REOaREMEN1S, .115 EXISTING D ATIGW1 CX, 6' SWITA9Y SEWER ALONG ROAD f 1 1� } MOW-orF VAW Y FIRE N ERAWr WATER METER ■ CATCH BASIN F • ® INFRTRAITON BASIN (j • CLEAN -art Z _ V CY RUNNING WALL 0 5 10 20 ° SLOPPED DRAIN Know Know what's b@IOW. SCALE 1" = 20' Call before you dig. 4 1=20' wI `=Sm ' O CITY OF RENTON �m DATUM Planning/Building/Public Works Dept. In Ln O O a 01 300 Q J 295 290 T� CT) m 285 O Q I 280 �N 1..1� 275 270 255 �260 0+50.00 1+00 1+20 Ln PROFILE OF ABERDEEN AVE NE STORM SEWER N NORM. IW' O R-391505 m IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING SURFACE WATER UTILITY Ann FoWier08/28/2017 Oprstraka 08/28/2017 Q FINLEY SHORT PLAT U-16005573 R-3915 GRADING & DRAINAGE CONTROL PLAN J d W,c 0 11/18/16 V) P w N/A NIc N/A 15615 w 5 v. t0 LL In I DECISION ON LAND USEACTION: ME FINLEY SHORT PUT AND STREET MOMICATIM. FNE M. LU416-000330, SHR-A. MOO AS V) DEPICTED IN EXHIBIT 2, IS APPROVED AND IS SUB.ECT TO ME FOULOWING CONDITIONS: 1. Q r 1 l 2. I— J THE APPLICANT SHALL SUBMIT A FINAL DETAILED GRADING PUN TO, AND APPROVED BY, ME CURRENT PLANNING PROJECT MANAGER MAT COUPLES MM ME RETAINING WALL STANDARDS PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 4 SHOULD A NEW RESIDENCE BE CONSTRUCTED ON LOT 4, VEHICULAR ACCESS SHALL BE RELOCATED FROM ME SOUTHEAST CORNER OF THE LOT (FROM ABERDEEN AW WE) TO THE SHARED DRIVEWAY (TRACT A). A NOT TO THIS EFFECT SMALL BE PLACED ON THE FACE OF THE SHORT PLAT PRIG! TO RECORDING, S THE APPLICANT SHALL EXECUTE A SHARED MAINTENANCE AGREEMENT PRIOR TO RECORDING OF THE 4-LOT SHORT PLAT FOR EQUAL OWNERSHIP AND MAINTENANCE RESPONSIBILITIES FOR IMPROVEMENTS IN TRACT A. A DRAFT VERSION O A SHARED MAINTENANCE AGREEMENT SHALL BE SUBMITTED FOR RENEW AND APPROVAL BY THE CURRENT PLANNING PROXCT MANAGER PRIOR TO SHORT PLAT RECORDING & THE APPLICANT SHALL BE REQUIRED TO SUBMIT, TO THE PLAN REVIEWER FOR RENEW AND APPROVAL A FINAL DRAINAGE REPORT AND ASSOCIATED PLANS, BASED ON ME 2009 KING COUNTY SURFACE WATER DESIGN ANNUAL (AS AMENDED BY THE CITY OF RENTON) PRIOR TO CONSTRUCTION PERMIT APPROVAL. DAM THIS 24M DAY OF AUGUST, 2016. XNMFER HEMMING CITY OF RENTON PLANNING DIRECTOR LEGAL DESCRIPTION PARCEL A THAT PORTION OF ME HW QUARTER OF THE NE QUARTER OF SECTION OS, TOWNSHIP 23 MAN, RANGE 5 EAST WM., AND MADE 254 OF C.D. HILLMAN'S LIRE WASHINGTON GARDEN O EVEN DIY NO. 4 RECORDED IN VOLUME 11 OF PLATS PAGE W. IN KING COVI WASHINGTON. DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE WESTERLY MARGIN OF ABERDEEN AW HE WITH THE SWM LINE OF ME TRACT 255 OF SAID C.O. HILLMANOS LAKE WASHINGTON GARDEN OF EGON DIV. NO. 4 AS ESTABLISHED BY SURVEY PREPARED BY JAKE ELER ASSOCIATES. INC. UNDER " NO 72072. DATED 91251-M (SAD SOUTH LINE ALSO BEING THE SOUTH LINE OF CITY OF RENTON SHORT RAT a UA-01-709-SHR LAID-20-0296 RECORDED UNDER RECORDING NO 20040811900016� THENCE WEST SAW FEET. MORE OR LESS. l0 THE WEST LINE OF MALT NTH ALONG SAID SOUR LINE TON CA U 4 AND SAID LINE EXTENDED THENCE M HILLMAN'S LAKE GARDEN OF M SOUTH ST E 6, L WEST ALONG SAID EXTENDED REST LINE t%.67 FEET, INURE OR LESS, TO THE NORM LINE O' LONG SAID CITY SHORT RAT W. LUA-02-01SILL RECORDER UNDER RECORDING NO CITY O9 790001 HENCE SOUTH S ' EAST ALONG THE NORM LINE TH SAID SHORT PLAT WESTERLY MARLIN DE N.E.: THENCE ALONG SAID WESTERLY FEET MOff O L WESTERLY FEET, MORE LESS TO THE WE2.67 M F MARGIN NORTH Otiq'S5' EAST 1026J FEET WORE OR LESS, TO NE PONT DE BEGINNING. R LESS, TO EXCEPT THE SOUTH W FEET THEREOF. PARCEL B ME $DUN W FEET OF THE FOLORING DESCRIBED PROPERLY: MAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER DE SECTION 05, TOWNSHIP 2J NORM, RANGE 5 EAST, W.M., AND MACT 254 OR C.D. HILLMAN'5 LAKE WASHINGTON GARDEN OF „sA EVEN DIV. NO. 4 RECORDED IN VOLUME 1t OF RATS, PAGE $2, IN KING COUNTY WASFWNGTdN, 3 DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE RESTERLY MARGIN OF ABERDEEN AW H.E. WITH THE SOUTH LINE OF TRACT 255 OF SAW C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EVEN DIV. N0. 4. AS ESTABLISHED BY "WY PREPARED BY JACK ELVER ASSOCIATES, INC., UNDER "W.. 72072 DATED - rc 9/25/71 (SAID SOUTH LINE ALSO BEING ME SOUTH LINE OF CITY OF RENTON SHORT RAT OLUA-10-709-54M LND-20-0296. RECORDED UNDER RECORDING NO.. 1W408119000'M): MERGE WEST oIII ALONG SAID SOUTH LINE 252.60 FEET. MORE OR LESS TO ME WEST LINE OF MADE 254 OF SAID CD WILLIAM'S LAKE WASHINGiON GARDEN OF EDEN DIV N0. 4 AND SAID LINE EXTENDED. THENCE SOUTH OIWI'28' REST, ALONG SAID EXTENDED WEST UNE, 10567 FEET, MORE OR LI TO THE NORM UNE OF ON OF RENTON SHORT RAT NO. LUA-02-017-9PL RECORDED UNDER RECORDING NO � m 20040807900015. THENCE SOUTH B91640' EAST ALONG ME NORM LINE OF SAID SHORT PUT, 252.60 FEET MORE OR LESS TO THE WESTERLY MARGIN OF ABERDEEN AVE N.E.: THENCE ALONG SAID WESTERLY w MARGIN NORTH 01TM055' EAST 102.67 FEET MORE OR LESS, TO THE POINT OF BEGINNING. RY8TRLNMNTATION INSTRUMENT USED: 5 SECOND TOTAL STAIKN. FIELD SURVEY WAS BY CLOSED TRAVERSE LOOPS MINIMUM CLOSURE OF LOOPS WAS 1:22.000, IN ACCORDANCE WIN WAC J32-130-090 SAM OF BEARING NAG 83/91 PER CITY OF RENTON CONTROL NOS. 2" AND 109 CITY OF MNTNT COIrtIIOI WONT SIN FOUND 6' ROUND CONCRETE MONUMENT WITH NAIL IN CASE AT THE INTERSECTION NF HE, 28M STREET AND JONES AWNUE NE MORNING: 191429.84 FEET EASTING: ❑0359001 FEET Cm OF MWTOM COMIFOL POIIf 1111 FOUND I/8- COPPER PIN ON CONCRETE POST MONUMENT W A MONUMENT CASE. DOWN 04 FEET, LOCATED AT THE INTERSECTION OF WE 20TH SMEET AND JONES AVENUE NE NORTHING: 18M77.74 FEET CASTING: I303565. 23 FEET CITY OF RENTON SHORT RAT LUA-01-109-SAIL REC N0. 2004DE11900005 CITY OF RENTON SHORT FLAT LUA-02-002-SHR REC N0. MNIM07900009 RAT OF ST'OLLEWAVER ADD VOL. 84 FG. 87 CONTOUR NOTES CONTOURS SHORN HEREON ARE AT 2-FOOT INTERVALS SURVEYLEGEND ® SET REBAR ANp CAP LS/ f26)6 EXISTING MONUMENT AS DEFINED w z Z LILI U1 W Z O Encompassh, ENGINEERING & SURVEYING Western wmhugnn DMnnn ✓✓ 165 NE Jumper SVM. Su6a 201 • Issaquah. WA 98027 • RVM: (425) 392-0250 • Fa (425) 391-305S EWVnn Wa Jift)n IXMi 407 SwWw4lnr Bl d. • Cle Hum. WA 98922 • Plane: (SO9) 6747433 -F c (509) 6747419 FOUND CONIC MON W/ I1W COPPER RN IN CASE CITY OF RENTON PTI 2% N.W. 114 OF N.E. 114 OF SECTION 05, T. 23 N.I R. 05 E., W.M. CITY OF RENTON, STATE OF WASHINGTON I I TAX LOT TAX LOT /33,131 J"U4J%2068 I i SB%' �o i I — I FOND GONG 11110111 W/ I/W COPPER IN N CASE 589152$ 1323.27 N.E. 28TH STREET I TAX LOT /33439020S6 TAX LOT /334J9OM5 r BUILDING SETBACK I I LINE, lYP. I 1 Iw I IP TL`J 90-2021 I 5.251 SO.. FT. I I I 4, J99T$0 FT J It III ----- I TAX LOT /3J43902014 I TAX LOT aU43902OI3 BUILDING SETBACK NOTE FINAL BUILLNNG SETBACKS FROM THE RETAINING WALLS SHALL BE SHORN ON ?HE INDIVIDUAL BUILDING PERMIT PLANS. FOUND CONIC MONUMENT W/ 1/8- COPPER PIN IN CASE DISCREPANCIES: ON OF RENTON PT/ 1839 F MERE ARE ANY DISCREPANCIES BETXEEN DIMENSIONS IN DRAWNGS AND EXISTIIG CONDITIONS WHICH WILL AFFECT THE WOK, THE CONTRACTOR SHALL BRING SUCH DISCREPANCIES TD ME ATTENTION OF ME ENGINEER FOR AD,.U514ENT BEFORE PROCEEDING WITH THE MRI. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER FITTING O ALL WORK AND FOR ME COORDINATION O ALL MADES. SUBCONTRACTORS. AND PERSONS ENGAGED UPON THIS CONTRACT. Ai 14`I�I 11 I; Al ON OF RENTON CONTROL POINT 266 FOUND 6' ROUND CONCRETE MONUMENF VAN NAIL IN CASE AT ME INTERSECTION OF N.E 28M STREET AND JONES AVENUE N.E ELEVATION-24787 FEET VERTICAL DATUM: NAW W ON OF RENTON HORIZONTAL CONTROL: BEARING N00'33'41E FROM ON DE RENTON PT11839 TO ON O' PENTUIN PTAR66 EXISTING UTILITY NOTE ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAW BEEN ESTABLISHED BY FIELD SURWY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXNATE ONLY AND NOT WCESS4MY COMPLETE. IT IS THE SOLE RESPMSMJTY OF ME CONTRACTOR TO INDEPENDENTLY WRFY THE ACCURACY DE ALL UTNHY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OMER UWXS NOT SHOWN HEREON WINCH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN, CONTRACTOR RESPONSIBILITY: CONTRACTOR AGREES NAT THEY SHALL ASSUME SOLE AND COMPLETE RESPONMUTY FOR JOB SITE CONDITIONS. INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY DURING THE COURSE OF CONSTRUCTION OF THIS PROECT AND MAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT DE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD ME OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LABILITY, REAL OR ALLEGED, N CONNECTION VAN THE PERFORMANCE OF HONK ON THIS PROECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. I I TAN LOT /J,fi4J902060 I I I I I EX. PROPERLY LINE I I TAX LOT /JJ4MO2006 N.E. 24TH STREET SHEET INDEX: FOUND CONC MON W/ PUNCHED BRASS DISC IN CASE ALSO 23163 (VISITED 12/2011) I FORM MON IN CA{ E (METED 12/ZO1Q —NOO'22'OS'E 4.82' FOUND MON IN TITLE NO. COVER SHEET 8 HORIZONTAL CONTROL PLAN 1 BOUNDARY & TOPOGRAPHIC SURVEY 2 TESC, DEMOLITION, 8 TREE RETENTION PLAN 3 TESC NOTES AND DETAILS 4 GRADING 8 DRAINAGE CONTROL PLAN 5 WATER & SANITARY SEWER PLAN 6 CONSTRUCTION DETAILS 7 CONSTRUCTION DETAILS 8 CONSTRUCTION DETAILS 9 CONSTRUCTION DETAILS 10 TREE RETENTION PLAN L i LANDSCAPE PLAN L2 LANDSCAPE PLAN / DETAILS L3 ROCKERY DESIGNS & NOTES R1 I, F z 0 5 10 20 I� SCALE 1" = 20' NE 2/TH Sr 2 NE 26TH ST Q w 0 w a SITE i KENNYOALE LIONS PARK Q W NE 24TH ST VICINITY MAP N. LS. PLAT INFORMATION NOTES: OWNER: 2525 AREMEEN, LLC SURVEY LEGEND 13110 HE 177M PLACE 1202 WOO,DNVILLE. WA 98072 JE WATER METER (206) 679-5131 R FIRE HYDRANT CONTACT BILL HEDGER ENGINEER/SURVEYOR: ENCOMPASS ENGINEERING & SURWWNG (9) SEWER MANHOLE 165 W .VNIPER STREET, SUITE 201 ' TELEPHONE RISER ISSAQUAH, WA 96027 (425) 392-02W © POWER VAULT GEOTECMNCAL ENGINEER: EARN SOLUTIONS MW ❑ CATCH BASIN 1605 IMM PLACE NE BELLEwE, WA 98005 CZ=Q ROCK WALL (425) 449-4704 TAX PARCEL NUMBERS 3343110-2000 334390-2021 FIR TREE PROECT SITE AGGRESS: ARE NE RENTON, WA 98059 RENT N. WA 98 MAPLE TREE SECTION, TOMW & RANGE: PORTION OF ME NW 1/4. OF NE 1/4 SEC. 05 FIN. 2JN., PRO 5 E., WA ! 7 CEDAR TREE PARCEL A & B AREA 26.JL 50. FL (0.60 ACRES) • PINE TOTAL PROPOSED LOTS 4 PROPOSED NET DENSITY 7.83 W/ACRE ® COTTONWOOD MAX ALLOWABLE OENSITY &0 W/ACRE CRITICAL AREAS 0 SO.. Fi. DIXAL.W CRITICAL AREAS BUFFER 0 SO. FT. Y MADRONA SITE IS IN WELLHEAD PROTECTION AREA (TOW 2) THEE (UNSPECIFIED) PROPOSED LOT AREAS LOT 1 6,329 SO.. FT LOT 2 5,251 S.. FT SPRUCE TREE LOT J 4.739 SO.. FT LOT 4 &947 SO.. FT TRACT A 4,045 SO.. FT DON GAS METER TRACT NOT: TRACT A DELL BE A JOINT USE ACCESS AND UTILITY MACT. LAND USE DESIGNATION: RESIDENTIAL MEDIUM DENSITY (RAID) INDEX LOCATION SEC 5 723N R5E AM zW RESIDENTIAL - B (R-8) PROPOSED USE: SINGLE FAMILY RESIDENTIAL SEWER: CITY OF RENTON WATER SYSTEM: CITY OF RENrON SCHOOL DISMICT: RENTON SCHOOL DISTRICT 1403 FIRE PROTECTION: RENTON REGIONAL FIRE AUTHORITY ELECTRICAL POWER: PSE NATURAL GAS: PSE O TELEPHONE: DIREST WLEayaS RWQUS s WACE SUMMARY PRIMATE wPEayous Y PERWOUs(VI I MIS SF EX15UNG 1 MOO 1 22.14E I 566 PROPOSED I3,696 1 0 1 4,865 RERACED 0 1 1T615 1 0 RILIIi-a-war1 MWERWWS SF PERVIOUS SF POS SF PROPOSEDi TWA I 0 216 REPLACED 1 0 1 J22 0 • • Q A Know what's b@IOW. Call before you dig APPROXIMATE CUT / FILL VOLUMES CUT ZOO CU YARDS FILL 2000 CU YARDS DISTURBANCEAREA O.56S ACRES R-391501 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING SURFACE WATER UTILITY Ann Fowler 08/2812017 rstraka 08/28/2017 O Q J REGIONAL FIRE AUTHORITY 5 APPROVED I `VMWASTEWATER UTILITY c1homas08/2812017 dchristen 08/29/2017 Elf 0 I PER CITY OF RENTON COMMENTS I ORD 113V17 Spa ISbU. 1.-201 �'IN' ra+� DATUM CITY OF ' RENTON Planning/Building/Public Works Dept. FINLEY SHORT PLAT U-16005573 R-3915 COVER SHEET & HORIZONTAL CONTROL PLAN II/,b�16 w J Z 2 PER CITY OF RENTW COMMENTS ORD 5/18/17 ORU 3 PER ON OF RENTON COMMENTS ORD 7/05/17 N/A 4 PER COY OF RENTON COMMENTS ORD 7119117 Da0 15615 5 PER COY OF RENTON COMMENTS OA /18/O TX1 I ,TrMyy I g^W''�' NO. REVISION BY DATE APPR A^ cw XHET 1 M' 10 L� W, SURFACE WATER STANDARD PLAN NOTES 1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UMUM 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS A PRE -CONSTRUCTION MEETING MUST BE HELD BETWEEN TIE CITY OF RENTON PLAN REVIEW SECTION AND DE APPLICANT 3. ALL DESIGN AND CONSTRUCTION SMALL BE N ACCORDANCE NM DE RENTON MUNICIPAL CODE (RAG), ME LATEST EDITION OF ME STANDARD SPECIFICATIONS FOR ROAD. BRIDGE AND IMMORAL CONSTRUCTION PREPARED BY MOT AND ME AMERICAN PUBLIC WORKS ASSWIATION (APWA), AS AMENDED BY DE ON OF RENTON PU11UC WORKS DEPARTMENT IT SHALL BE DE SOLE RESPONSIBILITY OF ME APPLICANT AND ME PROFESSIONAL OWL ENGINEER TO CORRECT ANY ERROR, ONS9ON OR VARIATION TROY TIE ABOVE REQUIREMENTS FUND N MIS PLANS ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE ON.. 4. APPROVAL OF MIS ROAD. GRACING PARIAHS AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL. ETC.)THE SURFACE WATER DRAINAGE SYSTEM SMALL BE CONSTRUCMD ACCORDING TO THE APPROVED PLANS NINON ARE ON ME N ON TIE ON, ANY DEIARM TROTH THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM ME ON GE RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 5. A COPY GE THESE APPROVED PLANS MUST BE ON THE .DUB SITE WHENEVER CONSTRUCTION 05 IN PROGRESS 6. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMNER TO THE HOURS OF ] A.M. TO ] P.Y. MONDAY TIROION SATURDAY AND NO WORK M SUNDAY IS ALOWED, UNLESS DOMINANT APPROVED NM A WRITTEN DECISION BY THE WY OF RENTM.. ] IT SMALL BE THE APPLICANTY/CONTRACTOR'S RESPONSBtt11Y TO OBTAIN ALL CONSDWRON EASEMENTS NECESSARY BEFORE WIDATING OFF -SIDE WORK. EASEMENTS REQUIRE CITY REVIEW AND APPWVA PRIM TO CONSTRUCTION. B. FRANCHISED UNITIES OR OTHER INSTALLATIONS THAT ARE NOT SOW ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROWD SET OF PLANS MAT MEET ALL REQUIREMENTS OF CUPTFR 4 OF DE SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO TIE CITY OF REM T AI. 9. DATUM SMALL BE NAM B8 UMESS ORERNSE APPROVED BY THE CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 10 ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STOMWWAER FACILITIES MAST BE SUBMITTED TO THE ON FOR REVIEW AND APPROVA 11. ALL OWN TRENCHES AND ROADWAY SUSGRACE SHALL BE BACKPILED AND COMPACTED TO 95 PERCENT DENSITY STANDARD PROCTOR. 12. OPEN OUTING OF EXISTING ROADWAYS FOR NON-FRANCISED UNITY OR STORM MANAGE WON( IS NOT ALLOWED UNLESS SPECIFICALLY ARPROWD BY THE CITY OF WATCH AND NOW ON THESE APPROVED PLANS. ANY OPEN UT SHALL BE RESTORED IN ACCORDANCE NM ME CITY OF RENTON TRENCH RESTORARON STANDARDS 13 ALL SEOMENTARMITROSION FACILITIES MUST BE W OPERATION PRIOR TO CLEARING AND BOLDING CONSTRUCTION, AND NEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUC'TIOM 15 COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. 14 ALL REIENTION/DEENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONAUNCDON NOW ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROWD BY ME PUBIC WORKS DEPARTMENT SURFACE WATER OWN SECRON. ALL W STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED MAN ASPHALT TREATMENT WI OR BETTER INSIDE AND OUTPUT 17. ALL DRAINAGE SMICTURES SUCH AS CATCH BASINS AND MANHOLES SHALL HAW SOW LOCKING LIOS ALL DRAINAGE STRUCTURES ASSOCIATED ON A PERMANENT REENTION/DCIENDON FACILITY NULL HAW SOW LOCKING LOBS 18.. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE NM TABLE 4.1 EASEMENT MONS AND BUILDING SETBACKS LINES. 19 ALL CATCH BASIN GRATES SMALL BE DEPRESSED 0.10 FEET BELOW PAWMENT LEWL 20 ALL DRVEWAY WLWRN LOCATED MTHW CRY OF RENTCW RIGHT -OF -MAY SMALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM ME EDGE OF ME OWWWAY TO THE BOTTOM OF ME DITCH. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WERE REWIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (I) FOOT AM MUST MEET THE FOLLOMNG SPECIFICATIONS 4 - 8 INCH ROCK / 40 - TUTS PASSING 2 - 4 INCH ROOK / 30 - AN PASSING. AND LESS MAN 2 NCH ROOK / 10 - MIT PASSING 21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONECTED TO RE STORM MANAGE SYSTEM. UNLESS APPWWO BY BE CITY PLAN RENEWER OR SURFACE WATER UTILITY SECTION AN ACCURATELY DIMENSIONED, CERTIFIED AS -WILT DRANNG OF THIS DRAINAGE SYSTEM MIL BE SUBMITTED TO ME CITY UPON COMPLETION 22. DRAINAGE DUREN (STUB -WIN) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT EXCEPT FOR THOSE LOTS APPROWD FOR INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE FOLLONNG: A. EACH WILEY SHALL BE SUITABLY LOCATED AT WE LOWEST ELEVATOR ON RE LOT, SO AS TO SERVICE ALL NRRE ROOF DOWNSPOUTS AND FOOTING DRAMS DRIWWAY'S. YARD DRAWS AND ANY OTHER SURFACE OR SUBSURFACE GRANS NECESSARY TO RENDER ME LOTS SUITABLE FOR THEIR INTENDED USE. EACH GLUT SHALL HAW FREE-FLOOM PnnW MANAGE TO AN APPROVED STORNWATER CONEYANCE SYSTEM OR TO AN APPROVED WTFAL LOCATION B. OUTLETS ON EACH LOT SHALL BE LOCATED NM A FIVE -FONT -HIGH, 2" X 4' STAKE MARKED 'STORY' OR 'GRAN'. ME STUB -OUT SHALL EXTEND ABOW SURFACE LEVEL, BE VISIBLE AND BE SECURED TO ME STAKE C. PIPE MATERIAL SHALL CONFORM TO LINDERMAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF ME SURFACE WATER DESIGN MANUAL AND, IF NON-METALLIC. ME PPE SHALL BE PLACED IN A DRENCH NM A MACING MAE ABOW OR OTHER ACCEPTABLE DETECTION D. PRIVATE MANAGE EASEMENTS ARE REWIRED FOR MANAGE SYSTEMS DESIGNED TO CONVEY ROWS THROUGH WD 4DUAI. LOTS E. ME APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COOIMNARNG ME LOCATIONS OF ALL STUNK UT CONWYANCE LODES NM RESPECT TO OTHER UMUMS (E.G. POWER, GAS TELEPHONE TELLWSTOV F. ALL INDIVIDUAL STUB -OUTS SMALL BE PRIVATELY OWED AND MAINTAINED BY THE LOT HOMEOWNER G STORM MANAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR SUMP PUMP DISCHARGE LINES USED TO GRAN CRAM. SPACES PROWDED ME SUMP PUMP SYSTEM INCLUDES BACKnOW PREWNTION OR A CHECK VAW 23. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC) OF ME DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLOWNG ME EXISTING DUFF LAYER SHALL BE STAGED AND REDIST ION TED TO MAINTAIN TIE MOISTURE CAPACITY OF ME SOH. N. AMENDED SOL SHALL BE ADDED TO MARTIN ME MOISTURE CAPACITY. 24. PROOF OF UABILTY INSURANCE SHALL BE SUBMTTED TO ME CITY PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 25. ISSUANCE W ME BUILDING OR CONSTRUCTION PERMITS BY ME CITY OF RENDW DOES NOT REJEW ME OMER OF ME CONTINUING LEGAL OBLIGATION AND/ON LIABILITY CONNECTED ON STOMA SURFACE WATER &SFOSIMN TURNER, ME ON OF MENTION DOES NOT ACCEPT ANY OBLIGATION FOR ME PROPER NNCRONING AND MAINTENANCE OF TIE SYSTEM PROVIDED WRING CONSTRICTION 26 ME CONTRACTOR SMALL BE RESPONSIBLE FOR PROMISING ADEQUATE SAFEWARD, WEN DEVN'ES. PROTECTIVE EQUIPMENT, F AGGERS. AND ANY OMER NEEDED ACTIONS TO PROTECT ME LIFE, HEALTH. AND SAMN OF TIE PUBUC. AND TO PROTECT PROPERTY IN CONNECDON NM ME PERFORMANCE OF MINN. ANY MORN( NNIN ME TRAWLED BUT -OF -WAY NAT MAY INTERRUPT NORMA TRAFFIC FLOW SHALL REWIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT TRANSPORTATION SYSTEMS &VISION. ALL SECTIONS OF ME MOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY 27 PROECT LOCATED NTNN THE AQUIFER PROTECTION AREA (ARA) SHALL COMPLY NM SPECAL REQUIREMENT 16 OF ME SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS (RMC 4-J-NI Encompass ENGINEERING & SURVEYING Wea m Wah"m DOMAIN 165 NE juniper Shed. Sufic201.1ssWNuah. WA 9WZ7=P :(425)392-D2S0=FA.e(42S)391-30SS EaMem WahMIII DI A07 SWftxWlc Blvd.- Ck Hum. WA 98922• R .(509)6Nd433= TMI:(509)6AJ419 N.W. 114 OF N.E. 114 OF SECTION 05, T. 23 N., R. 05 E., W.M. CITY OF RENTON, STATE OF WASHINGTON WATER UTILITY NOTES AND SPECIFICATIONS SANITARY SEWER NOTES AND SPECIFICATIONS 1. ALL WORK MATERIAL MALL BE W CONFORMANCE NM THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON 1, ALL WORT( AND WORK MATERIAL SHALL BE IN CONFORMANCE NM THE STANDARDS AND PLANNING/SUILDING/PUBUC WORKS DEPARTMENT AND THE LATEST TOWN IF ME WSDOT/APWA STANDARDS AND SPECIFICATIONS SPE;RNADONS OF THE CITY OF NENToN PLANNING/BUILDING/PHI&IC mNKS DEPARTMENT AND AS APPROWD AND MODIFIED BY THE ON OF ROVI N IN TILE RENTON STANDARD PLANS k SPECIFICATIONS A SET OF APPROVED THE LATEST EDITION IF THE WSWT/APWA STANDARDS AND SPECIFICATIONS AS APPROVED AND PLANS SHALL BEKEPT ON SITE AT ALL ONES DURING CONSTRUCRO, MODIFIED BY THE CITY OF WNTOW W THE RENTON STANDARD PLANS R SPECIPICATIONS A SET 2 ME HOURS OF WORK IN ONE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:M AM TO 3:30 PM ON WEEKDAYS UNLESS OF APPROVED PLANS SHALL BE KEPT ON SIT AT ALL DUES DURING CONSTRUCTION ONERNSE APPROVED IN MUTWO BY DE PUBLIC WORKS DEPARTMENT AT (425) 4M-7301. THE POLICE DEPARTMENT. FIRE 2 ME HOURS OF WORK IN ME STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICAPONS ON DEPARTMENT, AND 911 SMALL BE NOTIFIED 24 HORS N ADVANCE OF ANY WORT( W THE RIGHT OF WAY. WEEKDAYS UNLESS OTHERNSE APPROVED W WIND BY ME PLANMIAG/B&LDING/PUSUC WORKS 3 ALL LOCATIONS OF EXISTING UTILITIES SHOW ARE APPROXIMATE AND IT SHALL BE ME CONTRACTORS RE9+ONSBNIfY TO DEPARTMENT AN APPROVED TRATPC CWMOL PLAN MUST SE OBTAINED PRIOR TO BEGINNING WRFY ME ME AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE FOR UTUTY LOCATES CALL d8-HOUR ANY WORK NMW PUBLIC RIGHT OF WAY LOCATION 800-424-55M, 3. ALL LOCAROVS OF EXISTING URUDES SHOW ARE APPROXIMATE AND IT SHALL BE TIE 4 AN APPROWD TRAFFIC CONTROL PLAN IS REWIRED TO BE SUBMITTED AT ME PRE -CONSTRUCTION AMEETING CONTRACTORS RESPONSBLITY TO VERIFY ME ME AND CORRECT LOCATION SO AS TO A W W DAMAGE OR DISTURBANCE 5. DATUM FOR VERTICAL CONMO. SHALL BE NORM AMERICAN VERTICAL DATUM 1988 METERS; AND FOR HORIZONTAL CONTROL 4, A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR l0 SHALL BE NORM AMERICAN DATUM 19VII991 METERS UNLESS OTIERNSE APPROVED BY RE CITY OF RENTON PUBLIC WRNS STARTING NEW CCRSTRUCRON. IT SHALL BE ME CONTRACTORS RE5PN9&UTY TO SECURE ALL DEPARTMENT REFERENCE BENCHMARK AND ELEVARMS ARE NOTEO ON RE PLANS NECESSARY PERMITS PRIOR TO STARTING CONSMUCWV INSPECTION RILL BE ACCOMPLISHED BY 6 ALL WAERMAN PIPE IS t0 BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AMA CIIO AND CIII OR LATEST REVISION, THICKNESS CLASS 52 CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AMA CIN OR LATEST REVISION, PPE JONTS M BE PUSH-M OR MECHAMCAL JOINT BEDDING TO BE CLASS C. ALL DUCTILE AM PPE AND FITINGS SHALL BE POLYETI WARRED PER ANSI/AWWA CIOS/A21.5-93 STANDARDS. T CAST NON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED. PRESSURE RATED AS NOW ON PLANS, AND N ACCORDANCE NM ANSI/AWWA CIIO/A21.10-87 CEMENT LNING SMALL BE IN ACCORDANCE NM MSO%WYA C104/421/4-90 E FITTINGS ARE 3 TO 12 NEWS IN DIAMETER AND HAW MECHANICAL IONTS THE FITTINGS SNALL IN ACCORDANCE NTH DINER AIMS/AMA CNN-A2VI0-87 OR AN9/AWWA C153/A21.W-94. THREE (3) INCH TO 12 INCH MAN IER FITTINGS, W HAW MECHANICAL .KXNTS AND/ON FLANGED JOINTS, SMALL BE IN ACCORDANCE NM AN9/AWWA CI10/A21.1087 OR A COMBINATION OF AN9/AWWA CIIO/A21.I0.87 AND AN9/AMA 053/AP.M-94 SUCH MAT DE PORTION OF BE FITTING NM A MECHANICAL JONT(S) MAY BE ON AN9/AMA C153/A21.53-94 AND NAT RNnov OF BE PIPING NM FLANGED .RIwm SHALL BE IN ACCORDANCE NM AMA CHID/A21.10-87. ACCEPTANCE TESTING IN ACCORDANCE NTH SECTION 53.M OF ANSI/AWWA SECTION 10-4.3 OF AN9/AWWA CIIO/A21.10-87 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO TIE OWNER. 8. GATE VAL WS SMALL BE NON BODY BRONZED -MOUTHED. DOUBLE DISC NM BRONZE xEDDING DEICE AND 0-RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AMA C509). NAIVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PS. GATT VAL WS SHALL BE CLOW UST 14, MOELL ER COMPANY NO A2380 OR M R H. 9 FIRE HYDRAMTS SMALL BE COREY TYPE (OPENING ON RE PRESSURE) OR COMPRESSION TYPE (OPENING AGAINST PRESSURE) CONFORMING TO AMA C-502-85 NM A 6 INCH WCHANCM. .COUNT INLET AND A MAN WLW OPENING (MVO.) OF 5-114 THEM,, TWO 2-1/2 INCH HOSE NOZZLES ON MARNA STANDARD THREADS 7-1/2 THREADS PER ,NCI AND ONE 4 INCH PUMPER NOZZLE WITH ME NEW SEATTE PATTERN 6 THREADS PER INCH, 60 DEGREES V DREAOS OUTSIDE DIAMETER OF MAUE THREAD 4.875 AND ROOT DIAMETER 4.626'3 HYDRANTS SHALL HAW A 1-1/4 WON PENTAGON OPERATING HUT OPENED BY FORMS COUNTER CLOCKNSE (LEFT. 10 ME TWIT 2-1/2 INCH HOSE NOIRES SHALL BE FITTED ON CAST NON THREADED CAPS ON OPERATING NUT OF DE SAME DESIGN AND PROPORTIONS AS TIE HYDRANT STEM NUT. CARS SHALL BE FITTED WIN SUITABLE NEOPRENE GASKET$ FOR PO9TIW WATER TIGHTNESS UNDER TEST PRESSURES It ME 4 INCH PUMPER NOZZLE SMALL W FIFED NM A STONZ ADAPTER, 4 WON SEATTLE WAD X 5 MEN STORZ. SICRZ ADAPTER SHALL BE FORGED ANDIM EXTRUDED 6061-T6 ALUMINUM ALLOY, HAWCOAT ANODIZED. THREADED END PORTION SHALL HAW NO LUGS AND TWO SET SCREWS ISO DEGREES APART. STORZ FACE TO BE METAL NO GASKET TO WARNER STORZ CAP TO HAW SYNTHETIC MOLDED RUBBER GASKET AND SHALL BE ATTACHED TO HYDRANT ADAPTER NM 1/8 INCH , COAMD, STAINLESS STEEL AIRCRAFT CABLE 12 FIRE HYDRANTS SHALL BE PAINED NM TWO COATS OF PAWT. PRESERVARW PAINT NUMBER 0.1-655 SAFETY YELLOW OR APPROWD EQUAL, 13 PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. U. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS LATEST REVISION 15. ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COWR OF 36 INCHES BELOW FINISH GRADE. ALL WATERMAIN 12 INCHES AND LARGER SHALL BE AT A MM'MUM KF 48 INCHES BELOW FINISH GRADE WHERE UINTY CONFLICTS OCCUR. WATERMANS ARE TO BE LOWERED TO CLEAR. 16. ALL WAERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED NN PPE CLEAMNG PICS' PRIOR TO DISNFECRON. ME POLY PIGS' SHALL BE GIIRARD INDUSTRIES AQUA SWAB -AS OR APPROWD EQUAL. 2 LB/CU. FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COMING ON ME REAR OF PIG'ONLY. tT -PIGS- SHALL BE CYLINDER SHAPED ON BULLET NOSE OR SQUARE END. ME CONTRACTOR WILL PERFORM ME CLEANWG OPERATION. 18 ALL WATERVANS AND SERVICES SMALL BE PRESSURE TESTED TO A MINIMUM OF 200 PS OR No PSI OWR OPERATING PRESSURE. IN ACCORDANCE ON ME SPECIFICATIONS OF ME ON OF RENTON AND ME WASINNGTON STATE REALM DEPARTMENT ALL PRESSURE TESTING SHALL BE ONE IN ME PRESENCE OF A REPRESENTATION OF ME CITY OF RENTON. ME QUANTITY OF WATER LOST FROM ME MAN SHALL NOT EXCEED RE NUMBER OF GALLONS PER HIM AS LISTED IN CITY OF RENTON STANDARD PLANS & SPECIFICATIONS 7-11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PS DURING ME 2 HOUR EST PERIOD 19 ALL WATERIMAINS AND SERVICES SMALL BE DISINFECTED BY THE INXCRW OF A W PPM (MOUNT CONCENTRATION) CHLORNE/WATER SOLUTION. DRY CALCIUM HYPOOILORITE SHALL NOT BE PLACED N ME PIPE AS LAID. CHLORINE SHALL BE METERED/IN.ECED IN ACCORDANCE ON SECTION 2-11.3(12)E OR ]-II.NI2)F OF ME STANDARD SPEORCATIONS REFERENCED ABOVE. 20. APRE-CONSTRUCTION CONFERENCE 15 REWIRED POOR TO ANY CONSTRUCRON. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REWIRED FOR SCHEDULING, 21. TMENTY-FOUR (24) HORS NOTICE MILL BE REWIRED PRIOR TO STARTING NEW CONSTRUCTION. 22. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 23 INSTALLATION OF CORPORATE STOPS WATER SERVICES, LINES AND METERS SHALL NOT BE ONE UNTIL ALL SERYICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS AND PAYMENT OF FEES HAW BEEN MADE TO THE CITY OF RENTON. 24. ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT MET TAPS INCH MAY BE MADE BY APPROWD NET TAP CONTRACTORS NM PRIOR APPROVAL FROM THE PUBLIC MINIS DEPARTMENT. ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPUED BY ME CONTRACTOR AND BE ON -SITE PRIOR TO ON MODIFICATIONS. 25, INSPECTION HILL BE ACCOMPLISHED BY A REPRESENTATIVE OF DE ON OF RENTON. IT SHALL BE DE CONTRACTORS RESPONSIBILITY TO MODIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OF BACKMLWG ALL CONSTRUCRON. ME CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS -BUILT ORANNGS. 26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE WIN TO FINAL TE-W. 27 ALL JOINT RESTRAINT SYSTEMS (SUCKLE RODS NUTS BOLTS ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY GE COLUMBUS MO. OR EQUAL APPROWD IN WIND BY THE PUBLIC WORKS DEPARTMENT. 2& ASPHALT AND CONCRETE STREET PAYING SHALL BE SAMOUT TO A MINIMUM DEPTH OF TWO (2) INCHES M MAT STREETS MAY BE SPADE WT ALL SURFACE CONCREE, PAWMENT, SIDEWAU(S CURB. GUMI AND DRIVEWAY APPROACHES SHALL BE SAMCUT TO A MINIMUM DEPTH OF TWO (2) INCHES OR REMOWD TO AN EXISTING EXPANSION .NWT. 29. A TEMPONARY COD WX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION MM A PERMANENT SEALED PATCH TO BE PLACED, TO ON KF RENTON POLICY, MM TO DAYS CALL FOR SUBGRADE INSPECTION PRYER TO PLACEMENT OF MEAL PATCH. .30. FOR ON PROTECTS SUN AS TELEMETRY COHORT, THE PVC PIPE USED SHALL BE ALL CHOBCA PROCESS LIMES SHALL BE SCHEDULE 80 PW PPE. SCHEDULE AO IN UNIMPROVED AREAS AND SCHEDULE W PW PIPE UNDER IIMPROWD AREAS 3 PER CITY OF RE IM COMMENTS 4 PER LRY OF RENT N COMMENTS 5 PER CRY OF RPRON COMMENTS NO. REVISION A REPRESENTATIVE CE THE ON OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ME PL Ic WORKS INSPECTOR 24 HOURS N ADVANCE OF BACIKPLOW ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR ME MEANS METHODS AND SEQUENCES OF CONSTRUCTION AND FOR ME SAFETY OF WORKERS AND OTHERS ON ME CONSTRUCTION SITE. 6. IT SMALL BE ME RESPONSAW Y OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. ] PLANS APPWWD BY ME ON OF RENTON, PUBLIC WORKS DEPARTMENT SMALL TAKE PRECEDENCE OWR ALL OMER PLANS 8 A COPY OF THESE APPROVED PLANS MUST BE ON ME .09 SITE NEW WR CONSRUCRON IS IN PROGRESS 9, ME CONTRACTOR SHALL PROVIDE ME CITY OF RENTON NM AN AS -BUILT DRANNG OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROTESSWAL SURWYO, k`F•I DRDOT/19/O/19/I] CRD /18/1] TJR BY DATE APPR 20N24* STANDARD CATCH WIN LID WITH OVERFLOW GRATE NIEI I OIL SEDIMEN 3.W COLECDON I CAEN WIN WHIN BOTTOM FILL EXCAVATION BELOW AND SURROJI BASIL WITH 1-1/2" i0 3' WASHED GRANT ROCK 5,5'X55' BOTTOM SURFACE AWAIT MINIMUM OF 3-P OF PERWFIBE/NATNE SONS BELOW ME BOTTOM OF THE BASIN V PRIDE AT N MI 10 BACKPIL SMALL BE PLACED EQUALLY ON BON SIDES OF ME PIPE IN LAYERS WON A LOOSE AVERAGE DEPTH OF 6 NICHES, MAXIMUM DEPTH OF B INCHES THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF ME PIPE OR M ME SIDE OF DE TRENCH. MATERIALS TO COMPLETE ME FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 11. OPEN WT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL W BACtFILLED ON CRUSHED ROOK AND MECHANICALLY COMPACTED UNLESS ONERNSE APPROVED BY OWN SPECIFICATIONS 12 DATUM FOR VERTICAL CONTROL SMALL BE NORM AMERICAN W'RUCA DATUM 1888 METERS, AND FOR HORIZONTA4 CONTROL SMALL BE NORM AMERICAN DATUM IWJI1991 METERS UNLESS ONERNSE APPROVED BY TIE ON OF WHICH PUBLIC WORKS DEPARTMENT REFERENCE BENCHMARK AND ELEVATIONS ARE NOW ON THE PLANS. 13 ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OMERNSE STABILIZED TO ME SATISFACTION OF DE DEPARTMENT FOR ME PREVENTION OF M-9E EROSION AFTER ME COMPLETION OF CONSTRUCTION. 14. ALL PAY AND APPURTENANCES SMALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE NTH THE STANDARDS AND SPECIFICATIONS OF ME ON CE MITCH PLAINING/BUILDNG/PUENUC WORKS DEPARTMENT AND RE LATEST EDITION OF ME WSDOT/APWA STANDARDS AND SIECPCATMS. AS APPROVED AND MODIFIED BY ME ON OF RENTON IN ME RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEWUNG O' ME TRENCH BOTTOM OR THE TOP OF ME FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REWIRED SEWING MATERIAL, TO UNIFORM GRADE SO THAT ME ENTIRE LENGTH OF TIE PPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SMALL BE PEA DRAWL 6 INCHES ABOW AND BELOW ME PIPE M SANITARY SEWER PIPE SHALL BE POLYVWn CHLORIDE (PUG) RUBBER GASKETED ASM 0 NUTI. SCR A OR DUCTIE NON CLASS 50. UNLESS OTHERMSE APPROVED BY ME WASTEWATER UTILITY. 16 IN ONBPROWD AREAS MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAMMON 12 INCHES A&OW FINISHED GRADE OR MUST HAW MINIMUM 2DIAMETER CONCRETE AND POURED AT GRACE. IN PAVED AREA, COVER MOST SLOPE IN ALL DIRECTIONS TO MATCH PAYING. 6" M ELBOW SHORT BEND r 6' K PIT[.� 24' MCATCH BASIN UD ISLOPE = 29 r- TWEN ,TIME TITER FABIC - 18" PRECAST CATCH BASIN 2D"I(24" STANDARD CATCH BASIN UD WIN OWRPON GRATE NIET 1 OL COUECTWIN SEDIMENT 3.0' COLECTKK4 I Nio OPENBOTTOM!BAS CATCH INBOTTOM FILL DONATION BELOW AID SURROUNDING WIN WOTH I-1/2' TO 1' WASHED DRAW ROCN S.SO5.5' BOTTOMSURFACENYA MINIMUM OF 3-FT OF PERMEABLE NATIVE SOILS UNPAVED AREA B"W TIDE BUM THE BOTTOM OF ME 1101E (44 TOTAL) BUM II INFILTRATION BASIN DEPTH NY VARY. ALL INFILTRATION BASINS PRE MOUNTED TO BE PLACED DIRECTLY VIER ON-SRE NAME GRAVELLY SANDY SOIL THAT IS SUITABLE FOR NnLMA04N (PER GEOTECH ENGINEERING STUDY "ES-4338- PREPARED BY EARN SOLUTIONS W LLC), 2. MINIMUM OF 3-n O PERWBIE/HOTNE SOILS BELOW ME BOTTOM OF THE BASIN. INFILTRATION BASIN DETAIL 4" ION CUSS 1/2" PR R-22 6' CRUSHED ROCK WMPALTEL SUEvfULDE AS REQUIRED EXCAVATE AND REMOW ANY UNS&TABU£ SO[ TRACT A= PAVEMENT DETAIL M ..I N/A �� DATUM EXISTING ROCKERY i0 REMAIN V WIDE AL n MAX. • 0 Q i Know what's below. Call before you dig. QCITY OF RENTON Planning/Building/Public Works Dept. 6' PVC ELBOW SHORT BEND rI6" PVC PIPE, 2A' DO. CATCH SLOPE = 2R BASIN LID PAVEMENT � TITER FABRIC 4B" PRECAST CATCH BASIN BASE SLAB WITH (4) 6"I DRAINAGE HOLES 2 0' iI 1 PAVED AREA S- 3915002 R-391506 W-3915002 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING SURFACE WATER UTILITY Ann Fowler 08/2812017 O rstraka 08/28/2017 WASTEWATER UTILITY dchristen 08/29/2017 FINLEY SHORT PLAT 11/le/" U-16005573 R-3915 N/A N/A CONSTRUCTION DETAILS 15615 M: 7 I. 10 M 21 1010, LEMExCNQUI TRniElc M ^Re ANDWou�rts. ✓rM ;nOF un.. DEPRESSED LURE SECTION MAE I�r CENEM CONCRETE w D(VDePREM CURBYi.onryWi. M, 817 CEYENrCOKJRTE TRM1FFILGIRe ETAIL .1 w.vNDrPw om1E Kft WIeD CURS ew.a Arc WAIN 2 WAN, . rs ww u.+...cntaaim.—R.sar.rr PC DIAL WORICz- TITARIRC\T GYIYT COMf.IRI W!!! VR EO L J wv/L .I .R, REA W .... TOP . N.r.wErRrrtrw+w..a�........„..E.r�... 77 t llrbwnrlwtrsbnWwlRnbra.v.np..�.. . TNwrrrrrPr.r a.ar r .r. .IbrrrrtwlrA+rea.rr r.aaw.n.a rbr:i�b.'...tr""i.r.iev IN°aNao a �a•b'• 1{ba.WN wTrR I isPUBLIC WORRY REDTIIEIOYMII iY _ Kr nFl AR'xE:\'I' NIRRIMOIONE OIYT! AYE®aY'e N.W. 114 OF N.E. 114 OF SECTION 05, T. 23 N., R. 05 E., W.M. CITY OF RENTON, STATE OF WASHINGTON T.m M'M.IM1aeF M� rae m•` rra.r.rW...r.lrwT r'artl.n.FtlN'e AY.ya E- :_ .I�R Q brrrtmrrrsr � ' �:.....Nw.N MA ANNESol { lr.raw..e+N Wr NN..Eesa.u..N Y. a.M1.r.r ra mawLoarraow.MR.a... a°0a{r:r1rPNw { irrr M1rrNwrwYx{wArRnoWo .w..rw.rr.e.aN.aW w. M1'W{WF�OJ r• lY'r YR�IYI.O�E1.N . a CIA .N*N.DYV D.a.n bNV m j—�rrrva YNO.b► .D ml¢ry -r.....+RMUYIti ENE .. —0,0WI ANNRA..r.wNo.rw..V .b.werr........ rtlrPEQs OWII. o' ' Or..RDE Nw@1. wYeY.YIONOIN ww. I.�rEFiNIOf IN>Sa VAGM. �Iw...l� IfWlAlod a r• PUBLIC +. CEMENT CONCRETE DRIVEWAY DEPARTfII ENTRANCES- NOTES AND DETAIL) ../../n I IF YFS a... v nmIF .m..n {f. r..{Rw.M16w.l.Es r a 1{ MY AAA A: ra'wi.tw r. xWA..Eewt � � y r SSTs' rS�'rr«r.rr..i.r RISENraids r.ear l a r M1aa.ar .ar..b rrlrNrS.trMrrN.l.w M1MI, rr.arrtarrrr.. P�IEPYA { sT..=ww �..rNEr.wrabrr a M1ra.rr.�r.rr+rWr.rrr .. r.�gla.rarwOwrr.rwwLrrdl LEON CATCH w IN TYRE 1 Encompass ENGINEERING 8 SURVEYING WaNrs Wallington � ���EEL 165 NE lumper Sbccl.5uilD 201 • Ls h. WA 9802] • Rwnc: (425) 392-02S0• Fs (42S) 391-30SS Fnlcn Wahivas 0"rreY 407 SwiN u 114AL • Cle Elam. WA 98922 • Phase: 150916]4]433 I Fac (509) 6747419 MAI •'a'26T1C1� ..Arco J Yam.. I. rgrts Si VN lna iUBRAW DEEPARYMci CIY: OONC[ TYPI MNCRETE DRIVEWAY zi Aaa.lo.w a War.. AN MIAMIas AN .m. .�.v..—.l.�r�, ... # JOT .,....a....q��. MIAMI WEE { m i..r...rrnrmr.a D.w ml.a.r yas-fA r aaM ar err. 'tom 'x' .cRR camel CONCRETE a. ,RI MI.i ErDErALR rrP D �^w0 Di'.FWA. 'Oils: 1. w.brrrYWYbbbrrr�Rr r. W br{r W lMbs rrr z.Ip.e ziprrr .plEllrrPwlrplbrlr E..irrr / �Wb.Yt QPCHA Y I C IN I C "TIOM CYIIY is INtT/LLMTION AT R CATCH WINS corrmcnaElxaeb. A�iRYpCAirCw EiPADiRILTIE ie.TPEEMERI{E WMUYE[pvlewyfMLE V EU16.61EYFLiRCYCP'.S1RU(:igxCOMxfEDll E NNC.CM BORs.LWNVE MEs..WiM9lOW R1Es 9DNi®.91 iM1CMF®WL fiFREA' tED iD NwLEVEFF wDIE WETS m.w.alcnoN sc.OREIE FID�Lp MI�Po9EDIrx9Pa1.A.W iG.IIEBNTn.lEPX1FCi PABTC.d Ltll YFEICaNEnrADAbIAyrL61FAN[\SNIDNd6NN. aVEMeNFuO Ir III Iri I�r uw um z• CII. � ACE OF CARS LP \� il--I�—^TOM Or PA.TMEN. �' I��Wf3m0 �� CENTER ENE OR •Y TO e' 6Ass'CLANE LINE aW OLAM W 1-- bSy IN — Y DEPM M BRAD ONE SARNI AND REuow 0.5. MM -r MI, Min �A Ao, CLASS. 6- CRUSIED %LEACING TOP COURSE CRuwEo MCA. FLOW I nu ON M REQUIRED BY ENGINEER • FORT MwMUM StµDANi SEE Me NR-DS P&L w W PAM q33 ® WWWWO RAW v mw flow \ catch basin (yard drain) On Inc�tllameterhole Q48 filed with DRY WELL i 3"washetl PLAN VIEW rock NTS mark center of hole with 1" capped PVC or other means Bush with surface `rrin 4•aa.fhWI�I obi PVC PIPE catch bail 0 A��( (yard drain) notes Sides of hap wNt fined with - 3• washed filler fabricII nVI, DRY WELL min. l' above seasonal SECTION high groundwater table NITS DRYWELL DETAIL An R-391508 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING SURFACE WATER UTILITY Ann Fowler 08/2812017 O rstraka 08/28/2017 �. a a A J d Know whars below. F Call before you dig. O 1 PER CRY OF RENTON COMMENTS V11311171 1 an.W.m NS' MIND 2 PER=aTRENr01COMME DART/le/1] DLWWDm sou N/A raNa.F-AND ra"' O CITY OF FINLEY SHORT PLAT 1/IR/16 cn 3 PER°" OF RENTON CONYEN DART]/QU-16005573 R-3915 9/1] ONO "' N/A 4 PER CRY OF RENTON COMMENTS DART REN TON 7/19117 gpO N/A WO 5 PER CRY OF RENTON COMIIENlS ORO /18/1 ] I .{.a I DATUM nning/Building/Public Works Dept. 15615 c CONSTRUCTION DETAILS LJL' NO. REVISION BY DATE APPR cMEa 10 D; EVICIAPla to Ll s v FINLEY SHORT PLAT EXISTING TREES TO BE REMOVED NW 1/4 OF NE 1/4 OF SECTION 5, T. 23 N., R 5 E, W.M. CITY OF RENTON, STATE OF WASHINGTON LINES PROPERTY LINE 0 I 0 W I- 5 (L F_ x O X. LU J Z UL 3 c ACCESS14 •`--���.♦��L� • is is I • I I I• • I • i. FJ • ' Rf ■ ■ 24 • . _ ■ . ■ _ tl /* T/W=3 I, i ai • I tltl 1' ' • .aV++��l'� tV.f ��■I I1� 1 •• �h� � . •• •• 1 � it oV Iru p.el� �J � • • • � • • ' • 1, I I I;� I� A 1111 I I-• _____ � • — � IE 1 •INWIN •: • � I��1IIII TREE RETENTION PLAN SCALE: 1"=10'-0" 0 10 20 40' TREE RETENTION WORKSHEET TREE RETENTION PER RMC 9 130 TOTAL NUMBER OF TREES OVER 6- IN DIAMETER ON 5A PROJECT SITE DEDUCIONS: -TREES THAT ARE DANGEROUS 5 - TREES IN PROPOSED PUBLIC STREETS: 0 - TREES IN PROPOSED PRIVATE ACCESS 13 EASEMENTS / TRACTS: - TREES IN CRITICAL AREAS AND BUFFERS: 0 TOTAL DEDUCTIONS (18) ONSIIE TREES SUBTOTAL: 36 TREE REQUIRED FOR RETENTION: 11 (36 TREES @ 30%Fgl Rti ZONE -10.8 TREES) (1ITREES) REQUIREDTREE RETAINED: 6 NO. TREES TO BE REP (%. 5 REPLACEMENT RATE REQUIRED: 12 CALIPER INCHES PER EACH RETENTION TREE REMOVED REPLACEMENT CALIPER INCHES REQUIRED: 12 x 5 - 60 CALIPER INCHES / OR 30 2• CA PER TREES OR W 6' EVERGREEN TREES REPLACEMENT TREES PROVIDED: (NDTE SEE LANDSCAPE PLAN TOR RFPLA@1ENT TREE LocAnoN ANDTTPE) NO. J� 1 �♦-� 'iNO Y 1OFt TRIES 1. TREE PROTECTION FENCE DETAIL. DRIPLINE METHOD tree retenbon REVISION m EXISTING TREES TO REMAIN APPROXIMATE DRIPLINE MINIMUM TREE DENSITY: NOTE: EACH LOT HAS A MINIMUM OF ONE RETAINED TREE MEETING THE MINIMUM TREE DENSITY FOR THIS ZONING. SEE "ARBORIST REPORT FOR 2525 ABERDEEN AVE. NE RENTON, WA." BY AMERICAN FOREST MANAGEMENT. (425) 820-3420 STATE ® Lane & Associates 94I C wAsHwcTaR �RE�TER�EDh Landscape Architecture 1380226TH AVENUE NW TULALIP,WA98271 (425)885.2319 SCALE -"o °0wl Aomru CITY OF �� RENTON zw>vm. Planning/Budding/Public Works Dept. R-391509 a Know what's below. Call before you dig. IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING O cclose 08/28/2017 FINLEY-SHORT_PLAT LUA_16-000330 TREE -RETENTION -PLAN 3/26/16 PML 1 5— 2016 FINLEY SHORT PLAT NW 1/4 OF NE 1/4 OF SECTION 5, T. 23 N, R 5 E., W.M. CITY OF RENTON, STATE OF WASHINGTON EXISTING FENCE LOT LINES PROPERTY LINE ---w >•� sue. �s..Call � .—. .._.—._.— �n � � �lE�21E:!!�$SET�eRl11lF�1hE Y"__ :3Yatxae�:�:c•alY.alfr4o="aot"vv _ ...,...a�. ���:. --- A!•.%: .A..e..o arsp�: ....... .,..ate\,. �.:.5• .LiiE t7F�tS: YlF 2Z �"�'aMCsfLa Lr. Yfl:"t .�1. ++:'w;.,.•elll II\ 1 . - —_ ....__. sg •..��. .vim .�.� �. ,�il/W �� �11? ��yp•^bpi;: KEMP .: LOT 1 We LOT 2 �{ • , � ,_„•'s i irk "I_'-_'T:a 111� Dim W96mI 1� I!W�►. i I� 8 .. , >l..i r� LANDSCAPE PLAN QUO) SCALE: 1'•=10'-0" 0 10 20 40' SIGHT DISTANCE TRIANGLE 10'STREET FRONTAGE LANDSCAPE PROPOSED PLANTINGS / SEE PLANT SCHEDULE ON SHEET LA-3 EXISTING TREES TIC REMAIN EXISTING TREES TO REMAIN APPROXIMATE LIMIT OF DISTURBANCE SEE ARBORIST REPORT. Know what's below. R-391510 Call before you dig. IN COMPLIANCE WITH CITY OF RENTON STANDARDS LM rr In to O O to G) m CD 0 CD d CURRENT PLANNING O J cclose 08/28/2017 Sgl„��Lane & Associates a q„ l 66asaa6p Landscape Architecture 0: Q 13802 26TH AVENUE NW TULALIP, WA 98271 (425) 885-2319 ReviseE per mgineera plans / tree retmtim 110/12/161 1> ssse aaa I Rensed xr engineers plans / vee retmuon 1/06/1SCALE 1Yp 1w"' O CITY OF FINLEY—SHORT—PLAT RI per engineers plms / tree retentIw 3/22/t °yam RENTON LUA_16-000330 mn J Rews per engineers Plms / roa.,ies / II2/te/t e a CHECI® III Planning/Building/Public Works Dept. LANDSCAPE PLAN is —sots 140. REVISION BY DATE APPR .W__ z•"'��' — sxcu n e. Z LL a I W PLANT SCHEDULE PLANT SCHEDULE FINLEY SHORT PLAT NW 1/4 OF NE 1/4 OF SECTION 5, T. 23 N., R. 5 E, W.M. CITY OF RENTON, STATE OF WASHINGTON BOTANICAL NAME COMMON NAME QTY SIZE COMMENTS TREES .. Well Branched / Matching / Native Acer cirdnatum Vine Maple 10 2" cal. combined Min. 3 stems Cerddlphyllum japonicum Katsua Tree 4 2" cal. Well Branched / Matching — Pseudotsuga menzlesll Douglas Fir 6 6' Well Branched / Matching/ Native Chamaecyparls nootk.'Pendula' Weeping Alaska Cedar 10 6' Well Branched / Matching/ Native SHRUBS 30 TOTAL REPLACEMENT TREES Erica d.'Medherranean Pink' Mediterranean Pink Heath 24 1 gal Full / Compact /Drought tolerant ®— Cistus x purpureus Purple Rock Rose 7 2 gal Full / Compact /Drought tolerant O Polystichum munitum Sword Fem 7 2 gal Full / Compact / Native O Arbutus unedo Strawberry Tree 11 5 gal Full / Compact /Drought tolerant Berberis L'Comson Pygmy' Comsom Pygmy Barberry 5 2 gal Full / Compact M Pinus mugo Mugo Pine 3 2 gal Full / Compact /Drought tolerant + Thuja o.'Emerald Green' Emerald Green Arborvitae 57 4'. 5' Full / Compact/ Matching GROUNDCOVERS GEMArdostaphylos uva ursl Klnnlcklnnlck 950 4"pots Full / Compact / Plant 12" on center/ Drought talerant LANDSCAPE NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMIUMIZING THEMSELVES WIN All OTHER SITE IMPROVEMENTS AND CONDITIONS PRIOR TO SIMTING LANDSCAPE WORK. 2 NTRAVEICIR IS TO PROMPTLY TOR ADVISE OWNER OF DIMMED UIDUMESD(LO TION SERVICANY EmP„ONE:E 1-800-424 5D. 5555) 3, CONTRATOR SHALL MAINTAIN AND WATER ALL PUNT MATERIAL FOR I YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE 4, CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECRYC QUANTITIES OF GROUND COVERS AND PLANT MATERIALS UTILIZING ON -CENTER SPACING FOR PUNTS AS STATED ON THE LANDSCAPE PUN AND MINIMUM PIANTING DISTANCES AS 5. GROUND COVERS SHALL BE PUNTED IN AN EOUIUTERAL TRVNIGUUNR SPACING PATTERN AT THE ON -CENTER DISTANCES SHOWN ON ME PUN OR IN ME PUN SCHEDULE. WERE GROUND COVER ABUTS CURBING SIDEWALKS. SIGNS OR POLES. MINIMUM PUNTING DISTANCES SHALL BE 12" FROM CENTER OF PLANT TO CURB. SIDEWALK, ETC. MINIMUM PUNTING DISTANCE SHALL BE 24' FROM CENTER OF TREES AND SHRUBS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE OUANTITIES OF PLANTS THAT ME REPRESENTED BY SYMBOLS ON PUN 7, SUBGRADE IS TO BE WITHIN I/ION OF ONE FOOT AS PROVIDED BY OTHERS. ALL PUNTING AREAS TO BE CLEARED OF ALL CONSTRUCTION MATERIAL AND ROCKS AND STICKS URGER THAN 2' IN DIAMETER. 8. NEW 80) AND KYDROSEED AREAS, AS SHOWN ON THE PLANS, SHALL RECEIVE A MINIMUM OF 2- DEPTH-CEDARGROVE- COMPOST THEN ROTOTILLED TO A DEPTH OF 8". MEN M ADDITIONAL 4" MINIMUM OF TOPSOIL IN ALL NEW BED AREAS. 9, All BEDS TO RECEIVE A MINIMUM OF 3' FERTI-MULCH. 10, ALL PUNT MATERIAL. SHALL BE FERTILIZED WIN ACRO TRANSPLANT FERTILIZER 4-2-2 PER 11, ALL PUNT MATERIAL SHALL CONFORM TO ANSI 260.1 AMERICAN STANDARDS FOR NURSERY STOCK, LATEST EDITION. A. GENERAL: ALL PUNT MATERIALS FURNISHED SHALL BE HEALTHY REPRESENTATIVES, TYPICAL OF THEIR SPECIES OF VARIETY AND SHALL HAVE A NORMAL HAIR OF GROWN, THEY SHALL BE FULL. WELL -BRANCHED, WELL- PROPORTIONED, AND HAVE A NGOROUS, WELL -DEVELOPED ROOT SYSTEM. ALL PLANTS SMALL BE HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCAUTY OF THE PROJECT. B. TREES, SHRUBS, AND GROUNDCOVERS: OUANTITIES. SPECIES, AND VARIETIES, SIZES AND CONDITIONS AS SHOWN ON THE PLANTING PLAN. PLANTS TO BE HEALTHY, VIGOROUS. WELL -FOLIATED WHEN IN LEAF. TREE OF DISEASE. INJURY. INSECTS, DECAY, HARMFUL DEFECTS, AND ALL WEEDS.SUBSTITUTIONS SHAII RE 12. CONTRACTOR TO PRONDE A ONE-YEAR WARRANFY ON ALL PUNT MATERIAL. IRRIGATION ASSESSMENT: A PERMANATE IRRIGATION SYSTEM IS NOT REQUIRED FOR THIS LANDSCAPE DUE TO THE USE OF PRIMARILY NATIVE AND DROUGHT TOLERANT SPECIES. A TEMPORARY SYSTEM IS RECOMMENDED FOR ONE YEAR. STAR OF WA411NGTON REGSRRED �EIAIE 1F1cN.AU "rt w m GENERAL PLANTING DETAIL AND NOTES SPINA �j I V I�M M `daPI PAN Intl III � al WIN°`2. 110MINNIN IN l STREET TREE PLA� �IN& STAKING DETAIL VAN 4� a C a � C kptl MT"M I¢ N„ MAN WIN A TWIN ,n«101 w "MINIC AN FIN 111M IN WnUV MINI E 101MUMm TansIN wu enWr. m mn.,N Bella I'm NAME NAIL INK1110 CONIFEROUS TREE PLANTING AND STAKING DETAIL rwn ,' wA mw ED MIN ()F` VNEM10 IN IN NURSERY yy,Nylp T,.eNyRNi FINISH GRADE L ✓:°Y.b`nic�°rxoP10w{iR �,"r SHRUB PLANTING DETAIL SHRUB AND GROUNDCOVER SPACING DETAIL Nor To sbILE Lane & Associates Landscape Architecture 1380226TH AVENUE NW TULALUI WA 99271 (425)885-2319 ReNseE treeretention 1/O6/1 SCALE 1141�I" loos ed per ogineers rims / rockeries / landscape OJ/ta/1 NO. REVISION BY DATE APPR CITY OF RENTON Planning/Building/Public Works Dept. R-391511 0 Know what's below. Call before you dig. IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING O ociose 08/28/2017 FINLEY_SHORT_PLAT LUA_16-000330 LAN DSCAPE_PLAN /DETAILS 3/28/15 MEN 15-2016 CO) n LO LO 0 0 (O 7 m O (D C) W It LO N O O T m IN f h1 I- 0 2 i W J Z LL GENERALNOTES A. Rockery construction shall be performed in accordance with the Associated Rockery Contractor Guidelines. B. Rockery construction is a craft. The skill and experience of the builder will largely dictate the success of the construction. C. A rockery is a protective system with respect to weathering and erosion processes on an exposed soil face. D. Maximum inclination of the slopes above and in front of rockeries should be 2H : 1V (Horizontal: Vertical). E. Minimum thickness of filter drain rock shall be 12 to 18 inches as specified. F. Rockeries should be installed under periodic or full-time observation by the Geotechnical Engineer as appropriate. G. The long dimension of the rocks should extend back towards the cut or fill face to provide maximum stability. H. Rocks should be placed to avoid continuous joint planes in vertical or lateral directions. Each rock should bear on two or more rocks below it, with good fiat -to -fiat contact. I. For FIII Rockeries, it is imperative that Structural Fill compaction extend all the way to the back of the Rockery and Filter Drain Rock Zone. Reduced lift thickness and light compaction equipment may be required to fully achieve the required compaction. J. Reference: Encompass Engineering & Surveying, Grading and Drainage Control Plan, sheet 5 of 10, Dated November 18, 2016 K. The following design assumptions were used: e Internal angle of friction for reinforced soil = 32 degrees ° Unit weight of reinforced soil = 125 pot ° Maximum rockery height = 8 feet ° Batter of rockery = 1 H : 6V o Surcharges = 250 psf Uniform Slope Surcharge (where applicable) 2500 lb. Footing Strip Load Size Approximate Weight (lbs.) Approximate Diameter (in.) 1 Man 5 - 12-18 2 Man 200-700 18-28 Man 700 - 200 - 36 n 2000-4000 36-48 Man 4000 - 6000 48 -54 6 Man 6000 - 8000 54 - 60 NATIVE CUT ROCKERY A. The Geotechnical Engineer shall observe cuts for the rockery. Additional fattening of cuts may be recommended by the Geotechnical Engineer depending on the soil and groundwater conditions observed. Where Native Cuts do not expose competent Native Soils, additional excavation, as well as addition of reinforcement and Compacted Structural Fill, may be necessary. FIELD QUALITY CONTROL A. The rockery construction shall be observed by the Geotechncial Engineer on a Periodic or full-time basis as appropriate. Testing of the compacted backfill shall be performed by the Geotechnical Engineer. B. Quality assurance shall include foundation soil inspection, soil and backfill testing, verification of design parameters, and observation of construction for general compliance with design drawings and specifications. GEOGRID SOIL REINFORCEMENT A. Structural geognd reinforcement shall consist of Miragrid 5XT, or an alternative as approved by the Geotechnical Engineer. STRUCTURAL FILL A. Structural Fill shall consist of granular well -graded material with a fines content less than 25 percent (percent passing the #200 sieve based on the minus three-quarter inch fraction). Some rockery applications may require the use of "select- free -draining Structural FIII Material. Structural Fill Material shall be approved and tested by the Geotechncial Engineer. STRUCTURAL GEOGRID INSTALLATION A. Geogrid shall be oriented with the highest strength axis perpendicular to the rockery alignment. B. Geogrid Reinforcement shall be placed at the strengths, lengths, and elevations shown on the construction design drawings or as directed by the Geotechnical Engineer. C. The geogrid shall be laid horizontally on compacted backfill and extend to the back of the rockery. The geogrid shall be pulled taut and anchored prior to backfill placement on the geogrid. D. Geogrid Reinforcements shall be continuous throughout their embedment lengths and placed side -by -side to provide 100% coverage at each level. Spliced connections between shorter pieces of geognd or gaps between adjacent pieces of geogrids are not permitted. REINFORCED BACKFILL PLACEMENT A. Reinforced Backfill shall be placed, spread, and compacted in such a manner that minimizes the development of slack in the geognd and installation damage. B. Reinforced Backfill shall be placed and compacted in lifts not to exceed 6 inches where hand compaction is used, or 8 to 10 inches where heavy compaction equipment is used. Lift thickness shall be decreased to achieve the required density as required. C. Reinforced Backfill shall be compacted to 95 %of the maximum density as determined by ASTM D1557. The moisture content of the backfill material prior to and during compaction shall be at or near the optimum moisture content. D. The required compaction shall extend all the way to the back of the Rockery and Filter Drain Rock Zone. E. Only lightweight hand -operated equipemnt shall be allowed within 3 feet of the back of the rockery. F. Tracked construction equipment shall not be operated directly upon the geognd reinforcement. A minimum fill thickness of 6 inches is required prior to operation of tracked vehicles over the geogrid. Tracked vehicle turning should be kept to a minimum to prevent tracks from displacing the fill and damaging the geogrid. G Rubber tired equipment may pass over geognd reinforcement at speeds less than 10 mph. Sudden braking and sharp turning shall be avoided. H. At the end of each day's operation, the Contractor shall slope the last lift of reinforced backfill away from the rockery to direct runoff away from wall face. The Contractor shall not allow surface runoff from adjacent areas to enter the wall construction site. gyrro rr+v 2Mn R°aF Exposed Rockery Height H - 6' (Max.) MM1r one-1Nd a 61MnlNM Lowr0rxnTM1d 5 Mn Rak NOTE: Property lines and building footings located per civil plans. 6' setbad 17b78' I I� 1' \�4°• \ be• Rock tend r Drain Rock •� a'• (Extend Along Engre Height t � o-e o a �-0• of Rodery) �� e�'0• Le era 8 •0•.e, d ro• e Reinforced Fill 4• Diameter Perforated PVC Drain Pipe (By Others) Connect to Approved Discharge ENGINEERED FILL ROCKERY DETAIL NOT -TO -SCALE 6xT Structural Fill �=III Competent Cut (Geotechnical Engineer to Confirm) Finish Grade shall slope away from back of rockery or top of slope at 2 Percent or as approved by the Geolechndal Engineer. 12'to 18' 2% Slope NOTE: Property lines and building footings located per civil plans. III r / / / / A 2 Man Rat: Qo• / 8 °Qo Competent Cut / oe 0.. e. ro °e.°,p • (Geotechnical Engineert6 Confirm) b. o-e / Re Exposed Rockery Height 1 u•0,•4+0•R 1 H = 6' (Max.) \\ a Q w.°ee �4• = 1 �/ Footing element moat be placed beyond _ Mmma o� mw a 64 Man Rou: NP w° 1= V / the l H: 1V projection as drawn from the r e ro' 0.6 oro. 9' / bad of the base rock. R 0.• o e. / aw. a Q / 2Drain Lww PrTkhl � .i•. e•s, a Filter Drain Rod / Along Entire Height s Mn \ --T' ,>;• •ti e: (Extend of Rookery) r .4e•�� -< a^ III= 4' Diameter Perforated PVC Drain Pipe (By Others) Connect to Approved Discharge SINGLE - TIER COMPETENT CUT ROCKERY DETAIL NOT -TO -SCALE R-391512 fin O Z Q J O � C (0 I— -- O cd rn U) 0 >_ W 0 O J Z C: (1) U L.L O T LO LO C\I N O O m r LL "?I ITAIA ^rr•�_ o ._ z __ • rN•...rrrr �Mvl.a n. ..FAIN w�rrya ti.I.^ wn T.N�PM.M INA:� r ANN. N�MaEPR.K.KT Y WRYNYM.YYMM�.KR C Yw.RY•.RWX w.RRRXYY�. Q„ .Y..x.o R6Mp.y iCb.Rwl PION r leYlY. laeoP irww rbr E Mfb IST ..10.n6/ PMN fbY AT IS IMb,Y N� PVUtIC VN.S PIPE COMPACTIOM�.O • ib • UtY \N'MfIVT DESIGN YiLL D BACKFI JW� XwD6 .RA.E NO ONES W.u6NFM MAN ITa Xon 5 (EmME ® s)61D6 - PESRMADE Slps KMu K rDlnmY YIN 0RR n AF bt. A A/IRr.6 fO.lSOL R ATTApEp R YNwdf PREE ON WT N SEAm " S. NOT TO SCALE D .o ANY Air 6 Nv% 11 24 MN 1 W 6C tvYIN. E5 MN. 1 N AM. 24 ID, 6 ANY 6 WIN 142 W. W ID. 1. 1. sIV6 TO R ANNN KNEE FANGS AM To RraE .NIM� IIrnQN AN :R,wm. A. MtN)E fI ltt wi m aL s K O R V R SA! PRC NOC2 6 A.A. .VIE R1ROI M WE. I®1 WA L X A AI [.SAG SINE. DE OVTIFA, 0. IAYSIMpT R M U[RD D C1/IX A.NL R�9 RAPE)R 9T1.61.®DEMARCATIONIN 2 NADIIEMT RIG. WS YD Ipn � . RIMIIN eDID N 1 Im. n<.a R.I..A SMTMI' NMfi MALL INR /LL RIWS 9RAEL MOYWC OMMRK EMRD IKNV)CSM . NM M106 :IICTwE� IAF �1 K-MMI[ID P YWORP OI.I: CLLO+y OI.RO MNLR R 0. RIIRP 6AMO AIIS MALL R IX CpIgINx2 1�9RV1Y C V Q 1 9 C LYING 0 I /DYTER. NMIn EYE ^A n MAMNIC OJ.LCNWE K YN 11. M IxRMORD mo, YNMOCS 91NL Off. W a 6- MS A WMRR FAN IT n VA (o PI OPEN� GRAIN NN J5T amIIN Tu RECndSNR W C PAf V wuRD .T u.DC ® mak: WRIMS m FIY - tSAI I SPARTMDE ErAM01111D BANrcMY rAIRwroLe aIRmR xNL Encompass, ENGINEERING A SURVEYING hm WOWxshington Eltmon 165NEIunipa SU Suite20I•Ls h.ESA98027•PhW :(42SI392-02SD•Fu N2SI391-3DS5 Fab^ wRNIgNn IL 4075wiRxver M. • Ck ME. WA 98922 • PhwK: 15091IM) 6747433 • Fa: 150916747419 N. W. 114 OF N. E. 114 OF SECTION 05, T. 23 N.I R. 05 E.I W. M. CITY OF RENTON, STATE OF WASHINGTON Not to 5[M O��po 000 10.1/Y I• Ix-yf� ;. Ix- /f C AIfTC EB'IC .ISaLECiASi WT I� �j_� ROIIl • 4 MAN (PREDICT N mb ) P MRKO LW G(M 61119uLL IA MATER PT mEWI. Vbs.11Mn OWES A♦t-r-T-VM.Z-IWSOAN a&Ia mp ruxucuoNB 6'OR 6"EIEANODT NrMlAN1T fOR SANITARY SEWER MAIN E R , SEVER O i COVER BOTTOM VIEW COVER A FRAME PLAN MEW 6l +1 1 �] TI_Y LA IA AS �QSMV S RJPEI WASTER II IIIIP..1 l� BPrYP 6Y..n COVER SECTION MEW FOR BOLTING DETAIL M I/ram' Od IL 1 V•' _ue DIt�4•Jd� IIM'NA ry.a Ib Q]I^1 NiN D �. }m TO VA yr i m arT w G TI IUI.uJ� IRNINV GASKET GROOVE DETAIL n a2B• lu SN.1 NLLI dA m 9REY AP FRAME SECTION VIEW 1. ut mKRs sN.L R umIINF tTo PBI Sm ArDAN IRO. WEARS tW III 371M OR EwAL 2. VS SRAA AND OVER FOR VON (SPEQY TAVf ON SANITARY (SPEGCY SENIOR CT R'1. OR WATER (SPEY TER" A mm1c Rolm- �• n�Amlmrs ItAAMNOLR PRA31�AN0 DOVos OIX9YBfA 2pOB NO - PER CRY fIF RENIDN PER CRY OF RENIDN PER CRY OF RDIITON REVISION _T zA Too y v� 9 Too , ne FIANNA NOTE R� Pt UI ACR,tl TYPICAL PRIVATE ROOF DRAIN 91R- PLAN - x25 to • iE [L R ,Ifvl COLLECTION SYSTEM CROSS SECTION ' 1 rIrow A• NotTe MAN Tis.sne c.n.a r,.ao a .n.«u ,owk) - d. R..R uuw'nw-svr ru>.] .o.+..n r�•ra a ,..,o.o Iw.,: c .K.Em.D .omrwmn.RRmW-M.,m ..,INMN NmL II..I IP Nwbo my. -pum Nm Ald.c Nom ENI ANN'N MMML LANAI V L ONL CI - �d .m=¢�- V AlMo K .T v Mm-yD IN N ILNRM 7 / ll�� / AMRVL AN NFININ MIN N ra�RAmnft r, L�O� 114001 ON PI .1 ]-N A.AI NN mNN MINK TLrniq NAPEAN a L6u a am.I.ed1.I.M ® STANDARD SIDE SEWER M.AR YEN 31ERM-t1s ru6uCEDRG INSTALLATION (SEVNR MAIN TO PROPERry DALE) LARD 07/19/17 ---- DRO OR D /MI/17 ZII TABY DATE APPR :R.R.M cR %'.,IN° , %:T :] � C m, d.0 O/Y AM OATEN ..DM To IMUN. �I/:TY6V� N� v.•m 417 Im �No R..] ..R.. ..N1RX. M NR Rw PAIRTM wanwinrot 100,41 R4.IOt Rd61x IIB SECTI AEGIII$EiA--A-A MCTO LBCTOCtB[�[ L�]Q�B-Bor out za, not AI 51AMONAWS 9MLd64 r...+..m`�nr..-I.�Wf.. .. rmev �• yma.. 1R'CAI SN[0.Aat 1-W ,,m . nrt ww E (SEE NOTE 7) LIMITS OP PIPE ZONE I'-O" BEDDING MATERIAL FOR SANITARY SE6fER PIPE .D. DF PPE (SEE NOTE 5) FgJNDAT10N LEVEL B' BEDDING FOR SANITARY SEWR PIPE MF• 1. Mb4E Wf $1N1CAT WIDER PIERCE. L x4S TNT UNFAIR NDNCMS COP.CT BCIXNC MATERIAL TO OSE MAY. Ld9n ERGOT DAI OVER M. NNP TMP MY. .. NINE IXxTNLt1DN SALE. R PER YCIEN 7-08 O AE STANDARD WOFF(I ws. a I'm 2IP LOAM SNAIL K PER SI 9-1 121])' O 1LE SINDND S EOVI MOMS W PG WMCL L A[ MUST K N W SIDI A MANNER M O owner RQR LANE 6 MANTARED ]. IREMOI RDM SWl K NO SECMI 2-01I.4 of MC STANDARD SNOKAINxs ®satyr-s rw uRKasB PIPE BEDDING DEPA I w FOR SANITARY SEWERS N/A'.'a° �� DATUM ACCEPTABLE SUBSTINTE: ADS NriOPIAST CONCRETE YARD DRAIN R-391507 IN COMPLIANCE WITH CITY OF RENTON STANDARDS • DEVELOPMENT ENGINEERING "MANSURFACE WATER UTILITY Ann Fowler 08/28/2017 O rstraka 08/28/2017 ;R 0 Q J d Know what's below. WASTEWATER UTILITY O Call before you dig. dchristen 08/29/2017 NR: O CITY OF Q RENTON Planning/Building/Public Works Dept- FINLEY SHORT PLAT U-16005573 R-3915 CONSTRUCTION DETAILS 11/18/16 (n w J IEUROOK PAY N/A N/A DI N. 15615 sKEr: 6 a: ID z LL N.W. 114 OF N.E. 114 OF SECTION 05, T. 23 N., R. 05 E., W.M. "E271F ST DECISION ONLAND USE ACTION: THE FINLEY SHORT FLAT AND STREET MOWCAnON, FXE NQ wA16-OOOJJO. SNPL-A MO° AS CITY OF RENTON, STATE OF WASHI NGTON O 2 DEPICTED M EXHIBIT 2. IS APPROVED AND M SUBECT ro THE FpLOWNG CQVOnORS z OK I. A DETAAFD LANDSCAPE PUN THAT COMNES WM RISC 4-8-IZOD.12 SHAu BE SUBMTED AT TIE TIME O UTILITY LORsrT HAT PEWIT APPLICAl1OIl ro THE CURRENT MNNMG PINK SHALL wF leCOPPEERR Fwl IN CASE CITY O RENTON PTI 256 S991S9'E 13 7' 0 yy� SfJGa� NE 267H ST < PROECT MANAGER FDR RENEW AND APPROVAL /HE NAILED LVIDSCAPE OEMCUSTRATE COMPLIANCE WITH ME MINIMUM TREE DENSITY AND TIEE REENTWM REQUITE NIS OF THE ZONE LANDSCAPING WRRN TIE RICHT-OF-WAY AND WIDSCAPOW BE INSTALLED PRIOR M SHORT N.E. 28TH STREET SCALE T " = 2O' WMIR THE 10-FOOT WOE LANDSCAPE STRIP ON LOT 4 SHALL MAY RECORDING ONSIn LANDSCAPING FOP LOT 1-3 SHALL BE M IALLED PRIOR To FMlAH. W ti SITE GCGRANCY FOR ME WWNWAL HWES SMALL PUNT LANDSCAPE SCREEMAG ALONG THE NORM PROPERTY LINE O ; Z m 2 ME APPLKANT TRACT A TEE ADDITIONAL LANDSCAPE AREA SHALL BE LOCATED BETWEEN! TIE NORM LINE AND ME PORED CONCRETE CURB AT ME EDGE OF ME PAIEMENT WDMI LMJ I w KENNI9ALE PROPERTY TIE SHARED GNTT WAY. THIS LANDSCAPING REQUIREMENT SHARD NOT IMPACT ME SHORT TO MAINTAIN COMPLIANCE WITH RENTON Ws"AL CODES ME APPROVED Z � LIONS PARK PLATS AN LANGSCAPING IN TRACT A SHALL BE INSTALLID AND INSPECTED PRIM To SHORT MT W It! DING a TIE APPUCAA'T SHALL SUWINT a FIN& DETANID G` d PINK 10. AND APPROVED BY, TIE i Q > W CUPRENT MNNMC PROJECT MANAGE! MAi LDMPIJES WM ME RETAINING WALL STANDARDS FOUND YOR M �.I PRIOR TG CdASTTNCTIW PERMITISSUANCE. A SHOUw A NEW RESOENCL BE CONSIHUCTED OR LOT 4, YFNICHHAR ACCESS SHALL BE vT W N.E. 27 (wWTED 12/2011) 22 RELOCATED FROM THE SCUTIEAST CORNER O ME LOT (FROM ABEF"GEEN AVE ME) TD RE dMEWAY (TRACT A). A NOTE i0 THNS EFFECT SIIALL BE MCED OR 111E FACE O zo STREET -w 1 05•E 1.82'I I� p NE 24TH ST SHARED ME SIWRT MT PRIOR TO RECOR"W" S THE APPIICM'T STALL DEWTE A SHARED MAMIENANff AGREEMENT PRIOR ro RECORDING OF FOREDO YON IN r• TIE 4-L0i SNORT PLATFOR EWAL OXNERSHIP AND MAINTENANCE RESPOVSBNITIES FOR YERSIOR O A SHARED MAINTENANCE AH,RD/AENT SHALL _ - .. . VICINITYMAP IMPIRON31ENis IN TRACT A. A GRAFT BE SUBMDTED FOR RENEW AND APPROVAL BY NNE CUFFEHT PUNNING PRGECT MANAGER I I I , N.T.S. PRIOR TO SHORT MT RECORDING ro ME PUN RENEWER ROOF RENEW ANO 6. THE APPLICANT SHALL BE REWIRED TD SUBMIT To REPORT ANO ASSOpAM PLAN$ BASED W TIE 2009 KING TAX LOT I TAX LOT /J34,I9O206) TAX LOT /JJ4.I902066 TAX LOT /JNJ902o65 TAX LOT IIJ1JW1050 I I I I _,.. . I APPROVAL, A MAL DRAINAGE WATER DESIGN MAW& (AS AMENDED BY ME ON or RENTON) PROW M /suJ9G2060 I I .'.'.. I PLAT INFORMATION NOTES: COUNTY SURFACE CONSTRUCTION PERMIT APPROVAL I IX. PRDPBNTY LINE I I ' ' f . .':... ; . OIWER: 2525 SURVEY LEGEND DATED 11IL5 T4M MY O AUGIISi, 201B. m9r9ED12 I NE ITTFH. A IJ110 NE 1TIM MCE I2o2 ® WATER METER AWMFER HEMMING CITY O RENTON PI.VIIIRNG DIRECTOR - a _- {l{)}{ I (2p6) 6)9-SIJI CONTACT BULL HEGER FIRE HYDRANT LEGAL DESCRIPTION oR ER�MO fT -v- ." .'.�'." I ENGINEER/SURYEttR: 6DMP GMTREET SITE 01OR9 OSEWER MANHO E x 6 PAYED ACCESS .. ., J :'..::. : TELEPHONE RISER PARCEL A THAT PORTION of THE NW WARIER OF TINE 11E WARIER q: SECIILW 03 ro6NsnP 2J NOPM, RANGEW.-; .. A. • • .I ..2- I ISSAWNI, WA lR02] PO VAULT d EAST W.M.. AND TRACT 254 O Go. HUNTAHS LAKE FEI:ORDEO M NAUME 11 O MT; PACE B2 M RING WAS ANGTOR GARDEN O EON dV. NO A COUNTY, WASlINC1OR, OESCRREO AS i011O11S - - .. .. ... ... .. ... . ; . :.' CEOTECHMCAL ENGINEER. EARN SOLUTIONS N.W. CAT SIN ❑ CH BA - I- I .., .. ':La'. 1803AE, PLACE ME BEGINNING AT ME INIEIRSECnOR O THE WESTERLY MARGIN O ARRDFEN AN' BE WIN . S41W HIIIM S LIKE WASHINGTON GARDEN OF EO DIN. HO A AS PFJPOE, LOT LINE IMF. \ ...3. .. .. I BELIE31E. WA 9BW.5 (425) 449-4704 ROCK WALL LW O THE TRACT 255 OF SAID CD. O ESTABLISHED BY S WI&Y PREPARED BY JAKE ELLER ASSOCIATES, MG UNDER JOB NO )2012 DAZED SHORT MT I I Irr mSE.iBACW •. ',','I .:."�.' :. aMT90-2000, a14JW-2021 MR TREE 9/23/71 (SAID SCUM LINE ALSO BEING ME SCUM LINE O CITY O /ENTOM I 1 I .:::.:: °• . I TAX PARCEL NUMBERS AUA-01-109-SIPL !ND-20-0296. RECORDED UNDO RECORDING NO 20040.9119(WODB} HENCE WEST AM SAID SCUM LINE 252.60 FEET, MORE OR LESS TO THE BEST LINE O TRACT 254 O SAID G0. WORTE MITI I I I r 1 IpCI ENT r0 :: I Q PROTECT 91E AWRESS 2°25 A°FROEV! AVE NE REN1OR, WA BBO59I` MAPLE TREE HNLMAMS LINE WASBNCION GARDEN O EDEN DIV. No. 4 AND SAW LINE EXTBDED: DIDI'ZB• WSi, ALONG SEND EXTENDED BEST LINE 106.67 FEET, MORE OR MESS 10 THE NORM LINE O` WA-02-017-SIPL RECORDED UNDER RECORDING N0. ? g I I I I W6 I I 2325 A�IiOEDN A ¢ i '' ..,. {L} gC11LYl. 1DWN9NP t RANGE: PORION O NW IA OF NE III ON OF REIITON SHORT MT NO EGUM W16'40' EAST ALONG THE NORM IRE O SAID SHORT Mi, 2U'W I PARCEL B s E%. HOUSE 1 I .'.•.I ©. .'•' I SEG OS 111N. ZJN.. RNC 5 E. WIN M. 2 CEDAR TREE 2001080)900015: HENCE FEET, MORE OR LESS TO ME BESTEFLY MARGIN O ABERDIBN ALE N.E.: THENCE ALONG SAW WESTERLY WIDOW EAST 1=67 FEET MORE OR LESS TO THE PONT OF BEE2NNNIG W � R I LOT T TL 114J90-2021 I I I I I .' ,.:.•i : :. +' �T 4 j \ I � :'; � .'. �. .' PARCEL A t B AREA Z6,JI1 SO. R. (0.60 ACRES) •PINE MARGIN NORM I I I '' A � I 1 I 4 EXCEPT THE SUM BO FEET THEREO. 6.329 SO Fi I LOT 3 I / A W. '•.I. 3.I47 9d R m TOT& PROPOSED L015 % LOT 2 4,7M �' • ¢ PROPOSED MET DENSITY TB3 W/A(RE ® COTTONWOOD PARCEL B THE SCUM 60 FEET GF THE FO LOWNG DESCRIBED PRO°ERT1: 5,251 50. FL I I I• PARCEL A '. .... •yq. • .• :'.:': YAK ALLON'ABIE DENSITY fl0 W/ACRE CRITICAL AREAS 0 SO R A PORTION OF THE NORTHWEST QUARTER O TIE NORilEAST WAFTER O SECTIOR OS roWNSWP I I ^A ' 1 :' TL aW99D-8000 .',',I.'. .:'.I.'. ::. .':.I.:'•':.. .. • • .... • ... •� �I1M.A1. AREAS BUFFBN 0 50. R. MADROLA THAT 2J NCR W, RANGE 5 EAST WM, AND TRACT 254 OR Co. I1RI.VAN'S LANE WASHI NGTON GARDEN O EDEN WV'W. 4 RECORDED IN VOLUME 11 O MTS PAGE 82 IN KING CGIM'TY. WAS INGTON. / J J - - - - .. I . ',','�'; ..'..::.'.'.'•,:. SHE IN M XELIHEAD PRO1ECnOR ARU (ZONE 2) ®TREE (UNSPECIFIED) N DESCRIBED AS FOLLOWS' / I PROPOSED LOT AREAS BEGINNING AT THE MIERYCTIOR O THE WESTERLY MARGIN O ABEROEEN AYE ILE WITH THE SCUM LAKE WASNMGM GARDEN O EDEN OV. NO. A AS v I I LOT Sol SO. R. LOT 2 5231 5Q Fi. SPRUCE TREE LINE O MACY 255 O SAID CD. HRLAANS OTABUSIN BY S NNI PREPARED BY JACK ELLER ASSOCIATES WC, ORDER JO° NO T10]1 DATED I I LOT 3 4,739 S0. FT. 4 4947 So. FT. 9/23/T1 (SAW SCUM LINE ASO BEING /HE SCUM LINE O ON O REN GN SHORT MT UNDER RECCRdNG MO.. 2W/0BII90DO06): REMOTE NEST �� 80. �6,L. LOT TRACT A 40W SO. Fi. wdF CAS METER A.UA-10-108-SNPLCUM CND-20-0296, RECORDED &RIG SAID SLINE 15 W FEET. LORE OR IE53. TO TIE WEST LINE OF TRACT 254 OFSAIO CO V p6, _. 61 y ' MWO,C TRACT NOTE TRACT A CULL BE A JOINT USE ACCESS AND Uldltt TRACT. HHIMANS MANE WA9RNGTON CARDED O EOEI/ OIV. N0. 4 AND SAIO UNE DEEMED: HENCE SCUM OIDI'28' NEST. ALONG SAW IXRNOED HEST TINE, 106.6) FEET. MORE OR LESS IN NNE RECORDED LANCER RECOROM'G N0. N� o I II : d ♦ WA�„'�S TAYf+f• {AND USE OESONAIMV: RE9IDSNIIAI. MEAWM DpNStt (RHO) INDEX LOCATION a T.2JN. R .M. NORM LINE O Ott O RENTON SNORT MT NO wA-02-W)-SHPL ZOWO9°r9000I3; WDlCE SCUM 8916'40' FAST ALORC THE NORM LINE O SAD SHORT MT =60 MARGIN O ABERDEBN ALE N.C.; THENCE ALONG SILO WESTERLY Rs R - I TAX LOT p34.i902014 TAX LOT 13343902013 TAX LOT I.UIJ902006 I vFi '�'C ZORNG REWOENn& - B (R-8) FEET. MORE OR fESS ro ME XESiBdY MAN(2N NORM OIBG33• EAST 10267 FEET, MIORE OR IESi TO THE PONT O BE~G, N PROPOSED USE SINpF FAMILY RESIDENTIAL R 8 ♦ i2[55 ew s I�� WAR ON of RG'ia+ INSTRUMENTATION = ACCORD WATER S13TEM: ON O REN1OR 5 O WSNWMERT USED: 5 SECONG MIX STATION. SCHOOL O51PoCi.� RENTON SCUOp. asTWcr /w3 F1E1D WRM_Y WAS BY CLOSED TRAVERSE LOWS; MRW UM CLOSURE O LOOPS WAS 1:22000. M WIN WC ali-IJO-OBD. 1 N.E. 24TH STREET FpMD caxc uO1 W/ PUNp1IM BIIA55 DISC IN CASE Ids/ 23163 WESE PLANS ARE 'AS-BI11LY AND FIRE PROTECTION. RENiW REGIONAL fRE AU1HOMtt ACCOIRDNNCE ( � 12/2011) NNE INFITRMAROV SHORN ACCURATELY REFLECTS EMSRNC POWER PSE BASIS OF BEARING FOUND caNc Mpl FO ND C CASE FIELDELECTRICAL caNOTlans AS O THIS MAD WJ/91 PER CITY O RENTON CONTROL NOS M AND IM R Iz N COPPER PIN IN DATE MAY DATE. 1 9 NATURAL CAS PSE ON O RENICK CONTROL PRINT 166 BUILDING SETBACK NO TWEriIOIE ONEST POUND 6' FOUND CONCRETE MONMEW WIN NAIL IN CASE AT TIE WTER.SEGnCN O NE MM STREET w S SETBACKSWall BE RETAINING WALLS SHALL DIE SWAIN DIN ICE RONWAL BUILDING SHEET INDEX: 6 APPROXIMATECUT/flLL VOLUMES AND JOKES ANNUE H.E. NORTHING 191429.64 FELT FINAL BUILDING PERMIT PLANS 9IPERNWS NOUS SUFFALE SUMMARY Cur zWG W. YARDS EASING I3033BO01 FEET TITLE NO. eeneTE IMPaRNd/5 9" PFRwd15 3 POSE FTLL z000 W. YARDS 22148 5BB CITY O RENTON; GI POINT 109 FOUND IA- coeMm PM OR CONCRETE POST MONUMENT M A MO VENT CASE DONN 14 FEET, DISCREPANCIES: i WS1ING PRrnosTD A18J 1ao96 * DISNRBANCRES SHEET &HORIZONTAL CONTROL PLAN 12.615 D LOCATED AT TIE INTERSECTION OF W ZOM SHEET AND JOSS AVENUE ME AND EOTO T COVER REMLED O.SBJ: &TEES NGRMWG 18W"..)4 REEF EASTMGI 1303583.23 FEET CCNC MONUMENT E IIE1E ARE ANY DISCREPANCIES CONTRACTOR ACTODI ALL BRING; U H DIWIGS STALL SUCH dS ATIENNOONDITIONS OF CONTRACTOR NT THE SHAUOR O NYL AFFECT THE MOM, THE COR SHALL BE BOUNDARY &TOPOGRAPHIC SURVEY 2 AYOHr-aF-war eIPExNOus PENwWs Pds ( W/ 1Jg• HOPPER PN M CASE W/ I/ pry OF RENIOH PTI I619 ER)FIE RS IN WN. THE ME ENGINEER FOR ApE51YEN1 CETOE PROCEEDING WM FGN GE C TIE NATIONFA RESPONSIBLE FOR THE PROPER FITTING O ALL WORK AND FOR THE COdDRIAnOR O ALL TRADE; TESC, DEMOLITION, &TREE RETENTION PLAN 3PROPOSED 04 Paz 218 SUBCOWMACTpxS AND PERSONS ENGAGED UPON THIS CONTRACT. ID REFERENCES TESC NOTES AND DETAILS PLAN 4 5 R-391 51 3 EXISTING UTILITY NOTE GRADING & DRAINAGE CONTROL ON GF RENTON SHORT MT wA-01-rOB-SIFL 6 _ REG No 200N/1900006 SURVEY LEGEND BENCH MARK W HERE0�ppB EN tbf �� BAPYPRO�VIA E p1 Y �T � �OWNING �S WATER &SANITARY SEWER PLAN CITY OF IENTON SHORT MT Lw-02-002-SHM REG NO. 200Na9079ODXGI S'T REBATE AND CAP CITY O REl1TOR COHTRCL INGNT 2B6 AND NOT MELESSAWLY CGNP E IT IN BE SdE RESPON59FIY O ME CONTRACTOR ro ADE ENOMMY SHOW AID TO NRMER GISWIfR AND ARID My CONSTRUCTION DETAILS T APPROVED FOR CONSTRUCTION ® LSJ 42676 MT OF STOL ENMAYER AGO FOND 60 ROUND CONCRETE MONUMENT I M NAIL S' IN CAAT BE INTERSECIION OF N.E. VERIFY THE ACCURACY OF ALL Udltt LOCATIONS OTIER UBLtNES HOT GROW HEREON WICK MY BE AFFECTED By RE WFILEUEHTAIMI OF' THIS PING CONSTRUCTION DETAILS 8 SUBJECT TO ERRORS AND OMISSIONS YDL am PG 8] MM STREET AND OGRES AVENUE ME MM B � EA61ING MONUMENT AS DEFIED EIEVATTOh24Z87 FEET CONTRACTOR RESPONSIBILITY: DETAILS • Br: DATE: CONTOUR NOTES VERTICAL DATUM: � � MTE CONSTRUCTION DETAILS TD • OpNIdARS SHORN IIFREOR ARE AT 2-COOT INTERVALS M9 EEL�,g � RE SS�n W LMALL pERsENS ,� AND COAT THIS REOMEIIENi SHNL APPLY CORIRIUCUSEY AID NOT TREE RETENTION PLAN L i s BY., WIFE: MAID e6 ON O RENTON C IRICT OW O HIS FROECT, ro NORMAL WERWING HdARS. TIE CONTRACTOR SHALL DEFEND INGOT AND HOD THE L2 HORIZONTAL CONTROL: O LURTED OWNER AND TIE ENGINEER HARMLESS FROM ANY AND NL UAW N- REAL OR ALLEGED. IN cpIECTIOIN OF WORK W Mn PROECT: EXCEPIMG FOR LIABILITY AR9NG fAdl TIE SAE LANDSCAPE PLAN BY: DATE` W W TIE PERFORMANCE KOJCEVf.E OF TIE aWER OR THE ENGINEER LANDSCAPE PLAN / DETAILS L3 Know DATE BEARING IWO:i.P42'E FROM ON O RENTON RI What'6Iyou By. PYF" ToarY W summ PTR°° DID fp+/n ROCKERY DESIGNS & NOTES Call OLIO before dig _ - - T m cff or IENION ca.ErRs _- - SOLI Encompass ENGINEERING & SURVEYING WWlan Wa om DIrWRA 165 NE lunlpu S mL SWIM 201 • Lc h.. WA 9 02� (425) 392-0250 • P (425I 391-3055 EsRos W 407 SriflxaMr HV& • CM Bun WA 98922 • Nu (509) 674-7433 • Fw (SO) 6747419 4 PER GIY OF RENTON m 15 DI DBD ]/19/1 sal .:i.l 5 PER CRY O RENION COMMENTS + 17 0RD REVEED GR GIRO IIEE REMOML t UBLJ ES PER DINNER a�T71- 6 PR CRY O RENEW aEBEMrsI8 DI DID7 AS -BINS MINING JE TANO. REVISION B APPR CM FINLEY SHORT PLAT 06/10/19 RM. u A RITY OFENTON U-16005573 R-3915 .,v WA TO&OF Planning/Building/Public Works Dept. 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. 9^I7V tiro 01=AITr)AI (ZTATF nF7 WARHIN(;TnN GWCEPTUAL INF LWARW I SEGMENTAL BLOC( APPROX. LWATON m a TYPE 1 (W. C VWE GRATEII Go IN. TYPE 1 BASIS, CB'S &PIPING RETAINING WALL PER (Y DRNE'WAY ENTRANCE STA 1+2&2Y, 0.0ft 9714 I/Y W STA 0+31.32', QOL z CB RIM 281.92 (T0 BE DE9R&D WRNG MMUFACWREWS (SEE NOTE 2) RNa2p1,y SLOTS) RM* . -. 3 TIE 12- ADS 27872 IF 12' ADS 27&72 FUTURE BUILDING PEAMIT RECCMMENDARW NY�20&SB (COT) STA i+W.T, EILti M.02 (WT) SL011ID GRAM ROI ro GRADE (Oar NmE�- j -_- SOiIPWG APPUCA110N -SEE NOTE 5) (4' MAX HOGGT) APPROx WGNN BAD Qi a0 Y EN1f+MCE s9LIPAININ g cAgG GRATE WTx 1/Y _ IFASIING SEE SID GVADINC OETNL OR LOT1 (SEE NOTE 2) ST 1+3509', 0.1ST. ... 1'■E BLOTS) I I Z .. RM•29252 STA Ok'IOIOM262651 STA. 0+31.20 Rwze&n rrv-zTaeO RIM ro GRADE F ¢ (TTI9 SNEEi) EET) M RIM=2az.12 / 3-3 APPRox LOCATION "� 3' F 12' ADS 274.42 T/W= T W 314 OF EENTRRWEE rr W-302 9' OF!" PVC STORM SEVER J00 (SEE NO Je/W-301 5.1001< W (W 8" PVC S1aM CONNECT PROPOSED 12" STORM SEWER Pm an OF •,..�E�I1�B//W=29 m.�: w"Err -:u✓l �1R 171B ao{L 9.1.Sas \ Tnn_ eon_ ao.. C WATER LX _ Ia10.C10 RENTON ARDIE+TS. _�--W-I O rz ----�rl�„�-�■���_+_- �����:��Ir��l�o -s:_ar �� �����h� I�� ily.)oil Et 13+GnE- L " 0501 �•I� �a'l1 I i1 �I +1 �� I h� k, I �i AW, 1.67II�2' PAVEMENT PATCA 4 MA 1 ` (kkkk a I� ■---------------- _ �MF•S PxT�� .... ....................... ... .. -. .......................................... .. .. .... 5' CONCRETE .. 299.27 \ 300 00 � � PAQFlIE. ALONE. PRIA ......... ......................... ...I ........ .................. .. ... ...... ........�.�.. .......... ....... ... .PASPNi ....A�. raP WL 295.30 ... ... ..... T MIA CQI9Y .............. ................ .................. ...... ... ... .. .. ... .. .. .. .....0 R iNE 1 ...... ..Lw.ND.oD................................ PVE0+64.55 EL-M" .. ...... .. .. ... .. .. RIP W ... . • .. .. NDL NOW ARN...IGSWYR-VAC ... . .......... L_....... .................... SIA'1+2R•LY.. 1WF.TSIA9.OUT) ... .. ...LR S1A: Dh]AS•A.FL .2820{...... .. ............ ..... 295.61 .i .. ... ............ .PONT PER T. RGAND .... .. PGNT PFA STANDARD ................... .... .. .. .. ... ... \ MAA-0m50 (DUI) .. .... 295 295 �L{_■0 .. 2• BL011'-OFT PEN AK&T AS411BLY PER ... ............... .... .. .. ..... .. .. .... .... ... .. .... ........ - ... PER ' StO. Itlo:i. .. ..... .... .. ST.k ..... o+65RR!.20405. ....... .... ................. ....... .... DRR. 510: SA0.+ ... . .......... .. ...... .. 1.\ ..a. ........ ... .. ..M .. ... ... OF �. ......... ... .. .. .. .. ..... .. �\ �.... .. ... ��... .... QL .. .. .. .. .. ... .... (q. .. .. SDENNx 290 ... ... .... 90 PER C.O.R. +DG.t ���.-..... ETA. e� ..... . „YA1WM PPE 4EFLEGRON PER.MNBPAC9ME0'S ... .. ... ...... .... ..... . Q ....... • e°% 0+"44. 0 Ml RECD METDATRK TV. ........... d$1. .... ... y. ..... ... ..... �.... ...MEr4/P.GE(Wp _zN12at SIT . ....... ....... ... ..... ... . .. .................................................. ..... ..... 41 ..................... .......... ........ � ................ F � I [a2J&12 e-275.tu M 0") I:. .W11EM S.M. 9.1W ................. ........ ......... ......... ....... . .... ...... \N .......................................1A.1.LF.QF 2.ODR 85 G ENTFRL ME Gr 285 .... .. .... .. .. .. ... �� ......... ..... .. I ABERDEEN AVE ..................................................................... ... .... ..... ..... .. .. .. ....... ----' PRrooSi012M LOPE .. .. ................ .. ... .... ....... ..... ........................... .. .. ............. .. ... .. .. ..... .. ............ .. .. ....... ...� S10R1 SE'AIX T ..................... 280BOEI 280 DEPRESSED .... .. G IF WATF1t MAIN ro IX .... EYiMMM.ARE 004ECRGM PER YNAWAQY19RI5 . ............... .. ...... .... W� TS AID CORRECT N ACWIDMCE TRACT "A" ACCESS DRIVE IECGNQDAIN.. 1... .. ........ ... .. .. ... . .. .............. .... REGRB1ENi5 ........... ........ ... HORIZ. 1'=20'....................................................................................... ..................................................... .. ....... ............. . IA,W ........... VERT. 1"=41 ........................................................................................................... . ..... ........... 275 275 09&%)'SWTNEY ffWm 012.P.f .... .. .. E1241NGK SAR SETR ............................... EMSIMG' GRATE....... rPROPOSED.GRADE.......................................................'(ASM r................ .. .. .. .... .. .. .. ..... ..... .. ..TOP. WL. ..... ..... ............. ............................. . , n p.. ..N .V........................... ... .. .. ..... .. .. .. ... �.......................... n ............ ....� .........................nR .. .TOE 11L .... .. ........ .......8 ..... .......... .. .... n ..�11i .. ..d ... .. ................. ....... .. .. .......... a�'i `•' .. ..$1'T .. ..2}9{.. .. ... ................... ..... .. .... T .. w 270 270Gloo 2+50.00 2+00 1+50.00 0+50.00 1+°°.,.... 2+90 1 GM 01131nn I Encompass ENGINEERING & SURVEYING wcO wadmimomn ct l 165 NE AMpv S6 .5Wm 201 • ImmNh. WA 90027 • Ph=: (425) 392-0 50 • F= (425) 391-30S5 EatAm waNnElon DMdoA 407 $ ftmkr BW. • Cle Elum. WA 99922 • Pho1W: (509) 6747433 • EWL ISM) 674-7419 X W 1+ ]HBO P SRI 28Z 1 < a 2821 T -2i '!I 2W MLY M1x 1 4 `I =74 i a 28109 Y SIDEWALK GRADING DETAIL (SHARED DRIVEWAY) 1. RETNNMG IWILS OAR hR IN E RECLINE A SEPARATE BLUM PERMIT 2. G9T£MIY LOG17ONS ARE APPAVDWIE ACTW. DRAEWAY LOCAIRNS AND COTBx4/R.ATDM TO BE DETERMINED WRING BIDING PERWT PROCLQ. a PRO a WDG YGE110E SURES SHALL BE PROVIDED PDR ALL PRI>oos 3 WFRiR11N)N OLOEAi1aAS PER N016EMO SWN W SHEET 4. BOTTOM FACE OF RETAINING WALLS TO K LOCATED W CONIPACTOR SO THAT ENCR04CHMENT GOES NOT WCtR DIM THE ADACENT PRDPERRES. awN+GE WE BEHIND THE WALL TO BE LOCATED NT1RN INE LOIS ASSODATED NTM THE WALL AND NOT D1TRN THE ADMCEAT PROPERDES UNLESS A PRIVATE OWN4GEAVALL FASnIENi 6 RECORDED. B ANY GR W NEEDS TO OCCUR 1"IN2N iNE ADAGENT PROPERTIES M RNSTALL i r PROPOSED ROCKERY WALLS, A SEPARATE IEMPOPARY CWSIRUCIION EASEMEM ILL BE REWIRED. 5. NNOR11AiLal GEV1L'6 FOR LOTS 1, 1, A J STALL BE DESIGNED ..... SSMN. OURRIG iNE IRNE OF BMD9lC PERMT MPNGIDN AND CONSTRUCTED �.- MMMM12 ... . M11H BUADwG PERMIT APPRO✓AL. SMALL M9RiRT1NW BASINS SIDNN -- ...p IF OF 1Y IE 9' N:275.22 285 ON LOTS 1, 2 0 J ARE FOR WGPRME PURIOSES ONL NW NY AND ARE BS _ _ _ IE &- 275.32 SNOTO DEMONSTRATEDRa. wSTRATE FFAS'IRTRY OF SIOFYWATER COFOR ...... _ _ ....... . THESE LoTS CENIERL9TE ..... ....L I 20.9 SIDEWALK GRADING DETAIL (LOT 4 DRIVEWAY) Y111E 1' 0- WINE! & COTTER- {" MA GLASS 1/2' PG 01 6' CRUSHED 295 STA. 0+4&97, 17.15LT Gs 7a nn FW�.s RIMa MVn201.66 (TYRO-S) MMA•20RM (147 INV" 29D25 (IrAD3-N It YF9Q 290 AVE ME .... 30 LF OF ur CBRIM"20214 . ... �4gSTORI SEWER,. IE 12' ADS2TA39 . 301 1 1 lei 1 rt 280 18' r ABERDEEN AVE NE SECTION NR ROAD SURFACE -� _Uu- e• 275 9' AID FROM O9 FOR PROPOSED do SMITMY SIDE SEWER . ■ NMY SIDTTED GRAN NRF■OA5 PR B"SMITMYSENER PROPOSED 9' WATER MAIN ... ... 270 GINNEOE PROPOSED tY STORN STEW TO OWING M7DI .. BRIM PER CITY 0 RENTTN REGIAREMENTS. 114�279.Qk ... . 265 EWI NG ELEVATION EY. W SANTARY SENF'R AuINO ROAD f .Ig ,yxd E. 260 0+00 0+50.00 1+00 1+20 ��A"7D� PROFILE OF ABERDEEN AVE NE STORM SEWER NOR¢ 1+ vERr. 1,4• THESE PUNS ARE AND THE INFQRMAWN SHORN R-391514 ACWRATELY REFLECTS DOSING FIELD COND17ION5 AS OF IHIS UMQ DA 2019 APPROVED FOR CONSTRUCTION 1 am-WWW f-If SUBJECT 10 ERRORS AND OMISSIONS Y IDE NrDRANr EH D M�yaY INS u69 WATER METER a BY: DATE: ■ GTCN Bl9N ■ ININASA nTRATaN z , s BY. OATS • GE EAN-O BY: DATE RETAMNG IOW. 0 5 1a 20 I.I Know what's below. ® SLOTTED am BY: DATE SCALE 1" = 20' Call before you dig. 1' HEATER SERVICE dt WATER METER PER CaR. STD. 320.1 (RIM TO MADE) WITH AA DOUBLE CI*U VALVE ASSEMBLY FOR EACH FIRE SPRINKLER SYSTEM PER C.O.R. SM. 340.8, TYP. B" GATE VALVE (M,ba STA. 2+56', &ISR - Tide M. 8' CAP OW4 W/ *MST BLACK �l TOP MIL 3&30 2' ENS -OFF VALID PER C.O.R. SM. 34a1 I i I I 24• I l / I 4' ORE FENCE r 4' CYCLONE N. W 114 OF 1 . E. 114 OF SECTION 05, T. 23 I ., R. 05 E., I . M. CITY OF RENTON., STATE OF WASHINGTOR' . i ,1. OF a' •a' 7' i M NEW a . �, a i 1 ti a' . , I P;4Y FOR LOT I li . 10 AR -VAC ASSEMBLY FM ...i.- ► �r It C.&R. SM. 3M3 STA. 2+41.64 1 RESnM 144TER Pff JOWM .r } . 161 LF OF D-3054) E :A arX V:•a` i REMIAW MJAM :.f ! I / a' r >v Ir I +r, ..�iM-sir-rts, t.�s�,u44�10 a dwsw.��...�sw. iYrr�nrr�a dI.rtaw.+riM..i11 i���..�i.�rtat=.st�.rt �. tea•„x 1'1 WRO }� + + TW WL 1qP wL.}., W+Ao . ' "2 LF OF.1r. D.I.' CL L40009P.1• 16' PAVED ...... 52 WATER MA9i le ... . ACC 5 �' f+00:00 . 2+pp.DO Tf4CT A . U?Xffy- TOP WL 300.82 . =86 14 LF OF �Ir PVC 299.5 I #, SM .l� EVAE R STUB,Nov& S=2.00% MIN. PER D.R. STD. 400.1 WW-293.3 19 LF OF e PYC STA. 2+25.9' STA. 2+28.7 . 5.76'L RIII=303�89 � SSE 5 �5 �. I STA 1+19.6' I£-29&24 6'(S) 18 LF OF 6" PVC LOT i iE-298.14 s"(E) SIDE S M i II IN1I=?8*a1 STA. 1+MCf I LOT 2 i '� LOT 3 I L APMX LOCATION OF Iw'EWAY FDR LOT 3 1 . 4' CYCLONE f 6' WOOD FENCE FENCE 0.15' J fl.02' S OF It N. OF It 1 6' WOQD CE 0.11' N.F It WALL- 00 LF OF 8' PVC ASTM 1)31134) TOP V& SANIT 279.1 08 px.An E1G (TO BE REM f FLOW-oFF �W p z mE N� CB RI1�Aa281.92 IE 12' ADS: 278.72 WATER METER 0 5 10 20 ii IE 12' AUS: 278.72 ■ GATCH BASIN �-� EXISTING STRIPING " = SCALE 1 ��' PRowE 1.5' OF VERTICAL SEPERAMON BEiVYEEN WATER INfTLTRATIOIV B►ISyN MAIN AND DL SANITARY SEWEi: 0 CLEAN -OUT CB RIM-282.17 CX= RETAINING WALL iE 12' ADS:279.42 STORM DRAIN PIPE TOpP.�1II� ,✓� SdWrAPY SEWER 278. f ! � WA7�I� I�4�VN WATER RESTORAT)DNI IN ACCORDANCE To REC"REMENTS DOUBLE V► X LVE rOJL DETAIL ON SHEET 9)1 PAVEMENT SHALL BE SAWCUT. ■ THRUST BLOCKNWG CONNECT 8" WATER MAIN TO DL 11r D.I. WATER MAIN IN 11CCORDANCE . ;rYy :� •' .. • • TiO aTY OF REN ION REQU110ME1,115 ik PER C.O.R. 51U. 3D0.1 i-16'x8' TAPPING TEE (FL) TOP W 1-8' GATE VALVE (FLx1I 279.07 W/i}IRUST BLOCKING SSMH. STA. w 44', szWL RIM-2MU .a I£-2 22 I a IE-2?5 M (ESL. W) 30 LF OF 6" PC WE SEMIFR STUB, S-2-= MINL (TV) - (SEE NOTE 4) ' SSMH RiM=283.12 NOTES Eq IE a' S:275.32 a' ra 1 ! Y a a f . .-..,... 1-FIRE HYDRANT ASSEMBLY PER T. A BAClfFL4W PREVENTION A55EIaf8L?` {Uot1BLL CHECK VALVE AS5EAIBLk} 15 REQUIRED FOR EACH FIRE 1 c,O.R. STD. 310.1 SPRINKLER SYSTEM INSTALLED ON LOTS I-3 -283 " STA. 0+19.8% 18.3'L 1-B"x8" TEE 2. TI4E EXISTING WATER METER FOR LOT 4 IHL.L BE RELOCATED TO THE NZW PLANTER STRIP BY CITY �) 6 FORCES THE CONTRACTOR SHALL RECONNECT 7W PRLVATI. 5I=RWCE LINE TO n NEW C PER VALiIi: I • : ; i ; .. 'GATE TAILPIECE BEHIND THE METER AND AT THE BACK OF THE NEW SIDEWALK. I e ADAPTOR (RAM I . ' .. 1-6'Ar REDUCER (MJxFL) 3. ALL WATER PIPE ,AYNTS W7141N 20 FEET OF AN IAIRLTRATION BA-9N SHALL BE RESTRAINED WTH �.'..... ... I 1-6" D.I. CL 52 CUT TO LENGTH MEGALUG RESTRAINT HARNESS 5iMES 1700. I .. W/ TIIRI}ST KOWNG 4. EVS77NG SANITARY SIERWCE LOCATION SHALL BE VERIFIED BY TI•iE CONTRACTOR Ov THE FIELD. IF I ... I NECESSARY, THE EX. SANITARY SERVICE FOR LOT 4 SHALL BE RELOCATED TO ALLOW FOR NEW �... - SANITARY SEWER LAIN CONSTRUCTION. CMIRACTOIR SHALL NOTIFY THE HOMEOWER AT 2525 t . ABE'RDEEN AT LEAST 48 HOURS IN ADVANCE OF SERVICE OUTAGE THE CONTRACTOR SHALL INSTALL A . NEW SANITARY SERVICE FOR LOT 4 AND TRANSFER SERVICE PRIOR TO THE INSTALLA770N OF NEW SANITARY SEWER MAW IN ORDER TO MINIMIZE LOSS OF SERVICE TIME 5. INRILTRATION DMES FOR LOTS 1. 2, dr 3 SHALL aE DESIGNED DURING THE TITHE OF BUILOLNG PfRL ff ' APPLICATION AND CONSTRUCTED WITH SUILONG PERMIT APPROVAL. SMALL WFILIRATIOM EKSINS SHOOK ON LOTS 1, 2 & 3 ARE FOR CONCEPTUAL PURPOSES ONLY AND ARE SHOWN TO DEMONSTRATE FiAS181UITY OF STOrRMWATER CONTROL FOR THESE LOTS. PRapOM GRN� END OF PRIVATE ROAD & END OF PAVING ELEVATION STA. 2+22AW 310 SSMH, 4' INA .....,..-;ate,..,, :,,...ono ....... ............. PER C.O.R, M 400.1 r o STA. 2+36.7V.5.78L ... ...,..-,....+ TOPy�,.�- ...,. RIM=30AS TOPWL n+i?...... "..,. + ..,...,-................. ............... ... -- ........--....... 30 II / 300.82 c~ II ' 1E=M24 8"�� .................. 305 °+° -A.34% 6 7 22.5- ---......... .... • • • 11. ' BEFp /....... .-- ......., TOPMIL4..,....- PROPQSEQ. PROF!LE ALQNG •q OF ACQ .. Q91W ............... . ........ .. . .... ..... . . . ........ . 300-- ` F](15' 1Nq PRQFIIF, kOKb flF ACCESS, PF!IW .... ... . . . . . . TOP VML + . LVG--80.00 . ......... . . ........ . . . ..... . . 295M V Wt wMat............... . ................ CS. #2, TIPE 1 PVI: 0+64.55 EL: 283.44 TOP WL i OWR 1INT& j1�1IlI... 1- , AJR-VhD , .. - , ... I .....L .__. ........ . . . ...........STA. 1+26:27', ' O.04 ... ...... .: ? :9 ....... . . 295.51 i .. ........... QLY.4T MPH .. .. ... , ........ \ . .RIM , 291.48 ...... . ..... ... LP.STAB - 34.55y .EL: 282 84 .. ..... - .... ... - .... . POINT PER STANDARD L 7 INV-288.58 (OUT) �] ry 295, -�.. . . ..... . .. ..... . ... .� •PER'C.b.:'S'iD.•�0.1 , ....- • 4a�o 2' BLOMI-OFF P}3tilIANENT ASSEiIIBLY PER °s Mi r.i . .. . . . .. ...... . . C.O:R. 'SITU: 34Q.1..... . . ...... . . . .. . ............ + ao STA: 4F65.26i; 6:27'L .. , ... , ... - ....tea ... .. . . . ... .. . ... ...-......, ..., .... ... -. ... - .. ,R""!�28+1�05- - -- ..��. .. -- -BACK Of tu D F $IDEWALK - ................. . ..... - ....... , - `. ...k+ ... ... - IEi.2T8.0 (E). ' TYRE M. , .. - CR 2Q STA. 0+31.32', 0.4'L Mi 4401M PIP .GEfk4C1 -P. ,MMWACTI ', ............... .... AIli1=28?:22` # RECQ11 MENDA1I0H. TYP. �x--. ......., - - .....- -.- .. -.. ..... .... .. .. - -... .. 8' , .. SANITARY SEMR- O-I&SX............... ...... .20' LAND m 2.00X 285 \. ... WRESSED 280 ... CURB, .. - . . t.5' ........ - . 1rIA30AiUM-FIRE DEFI.ECT1dN PER MANIJFACII'S - ...... , - TRACT "A" A CESS DRIVE I IDATIONI, 1�'P. ... . HOR12.1"=20'................................................................ VERT. 1 =4 . 275 310 305 300 295 290 SSMH. 4' DIA. PER C.D.R. SM. 40111 STA. 0+04,44', &01 RIM-282.8d: IE-275.22 Er275.12* (E)L 8') 285 CENTERLINE OF /I'- ABERDEEN AVE PROPOSED 12" LCPE STOfM SEWER TOP MIL T 277.92 280 DLTEND 8' WATER MAIN TO E L i8' D.I. W AEERDEEN AVE AND CONNECT iN ACCORDANCE TO CITY OF RENTON REQUIREMENTS -1.5" ANN 275 ............. . ............... . • (•ASTM 0300-SANTARY SEWER W 3.2$% , • .... EbErSTN+IGG Ir SM. SEYYER FXIST1W'GGRADE 'GRADE TOP EMI, U") 23043 M . . . . . . . - . . . . . N. N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . - . . . - M . . . . . . . . . . . . . •le ...... - ra M N N 270 270 2+90 2+50.00 2+00 1+50.00 1+00 0+50.01� 0+00 t PER CITY OF REHM COMMENTS ORD 01131147 2 PER CITY OF RENTON COMMENTS ORD a5118117 pY WAS 3 PER CITY OF RENTON COMMENTS DRD 07105117 'T 01, # 4 PER CITY OF REMTON COMMENTS DRD 07119117 SDAII ncompass, rn %tl� 5 PER CITY OE' RENTON COMMENTS DRD 08118117 0 =20 ENGINEERING & SURVEYING 6 REVISED GRADNUG, TIRES REMOVAL, & UMJTI s PER OWNER ORD 06112118 ORD Western Washington Division 38285 � 7 PER CITY OF RENTON COUNENTS DRD 07112118 ow ow IM,E 165 NE junipeT Street. Sum 201 ■ Issaquah. WA 9,3027 ■ Phom: (425) 392-02 S0 ■ Faac (425) 39 I -3OS5 .c is � 8 AS -BUILT ORAWiNG dEF 06/10/19 a T�f7 M flu Eastern Washing#or► Dh4sion I �* F MINOME IlM 407 Swiftwater Blvd. ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433 ■ Faac (509) 674-7419 (WAL SC&E 0oo0MOLY 71271I$ N0. REVISION W DATE APPR CUa NONOOi�IrM- WO 1 W4 "i DATUM Know whars below. Call before you dig. CITY OF RENTON Planning/Building/Public Works Dept. 714ESE PLANS ARE "AS -BUILT' AND THE INFORMA 770M SHOWY ACCURA7ELY REFLECTS EVS77NG FIELD CONDITIONS AS OF THIS DATE: MA s. 201 S -c�;�9 S . McCASKEY PLS 42676 R-391515 S-391501 W-391501 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE - BY. DA : - BY. DATE: - BY: DATE.• FINLEY SNORT PLAT 00/fo/rg U-16005573 R-3915 PAM NIA N/A WATER & SANITARY SEWER PLAN 15615 r• B or, 40 DECISION ON LAND USE ACTION: MOD As qE CESEXNTTSAPDAD)S�OFALLG30D �EPIIN PLAT NISUB&Cr THEOOWINGONINONS: . A DETAILED LANDSCAPE PLAN THAT COMPLIES WITH RMC 4-8-1200.12 SHALL BE SUBMITTED AT THE 71ME OF U T7LI TY CONSTRUC T10N PERMIT APPLICA 77ON TO THE CURREN r PLANNING PROJECT MANAGER FOR REVIEW AND APPROVAL, THE DETAILED LANDSCAPE PLAN SHALL DEMONSTRATE COMPLIANCE MTN THE MINIMUM TREE DENSITY AND TREE RETENTION 1REQIJIREMENTS OF THE IONS LANDSCAPING WT7HW THE RIGHT-OF-WAY AND LANDSCAPING WITHIN THE 10-FOOT WIDE LANDSCAPE 57RIP ON LOT 4 SHALL BE INSTALLED PRIOR TO SHORT FLAT RECORDING. ONSrTE LANDSCAPING FOR LOT 1-3 SHALL BE INSTALLED PRIOR TO FINAL OCCUPANCY FOR THE INDIVIDUAL HOMES ?. 7HE APPLICANT SHALL PLANT LANDSCAPE SCREENING ALONG THE NORTH PROPERTY LINE OF TRACT A. THE ADD171014AL LANDSCAPE AREA SHALL BE LOCATED BETKEEN THE NORTH PRROPERTY LINE AND THE POURS-D CONCRETF CURB AT THE EDGE OF THE PAVEMENT 4WTIHIN THE SHARED DiRIVEWAY, THIS LANDSCAPING REQUIREMENT SHOULD NOT IMPACT THE SNORT PLATS ABILITY TO MAINTAIN COMPLIANCE MTIH RENTON MUNICIPAL CODES. THE APPROVED LANDSCAPING IN TRACT A SHALL Or INSTALLED AND WSPFCT€D PRIOR Tn SNORT PLAT RECORDING. CURRENT PLANNING R0,1ECT MANAFINAL GER THAT COMPLIES PLANNTH THE RETAINING WALL By.STANDARDS PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 4. SHOULD A NEW RESIDENCE SE CONSTRUCTED ON LOT 4, VE7-IICULAR ACCESS SHALL 6E (RELOCATED FROM THE SOUTHEAST CORNER OF THE LOT (FROM ABERDEEN AVE NE) TO THE SNARED DRIVEWAY (TRACT A). A NOTE r0 THIS EFFECT SHALL RE PLACED ON ME FACE OF THE SHORT PLAY PRIOR TO RECORDING. 5. THE APPLICANT SHALL EXECUTE A SHARED MAINTENANCE AGREEMENT PRIOR TO RECORDING OF THE 4--LOT SHORT PLAT FOR EQUAL OWNERSHIP AND MAINTENANCE RESPONSIBIL ITES FOR BEPSIOIBMI FOR EVIEt AA. ND DRAFT RO VERSION LIBY THE CURRENT SHARED PLAN PLANNING MAINTENANCE MANAGER AGREEMENALL PRIOR TO SNORT PLAT RECORDING 6. THE APPLICANT SHALL BE REQUIRED TO SUBMIT, TO rHE PLAN REVIEWER FOR REVIEW AND APPROVAL, A FINAL DRAINAGE REPORT AND ASSOCIATED PLANS, BASED ON THE 2009 KING COUNTY SURFACE WATER DESI.-N MANUAL (AS AMENDED BY THE OTY OF RENTON ) PRIOR TO CONSTRUC710N PERMIT APPROVAL. DATED THIS 24TTH DAY OF AUGUST, 2016. ,�7VNIFEIR KENNING CITY OF RENTON PLANNING DIRECTOR LEGAL DESCRIPTION PAKC:tL A THAT PORTION OF THE NW QUARTER OF 7?117 HE QUARTER OF SEC17ON 05. TOW4SHIP 23 NORTH, RANGE 5 EAST WIN., AND TRACT 254 OF CD. HILLMAN'S LAKE WASHINGTON GARDEN or EDEN DrV. NO. 4 RECORDED IN VOLUME I1 OF PLATS. PAGE 82, IN KING C011N7Y, WASHINGTON, DESCRIBED AS FOLLOWS: AT THE INTERSECTION OF THE WESTERLY MARGIN OF ABERDEEN AVE N.E. PATH THE SOUTH BEGINNING LINE OF THE TRACT 255 OF SAID C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN DrV. NO. 4 AS ESTABLISHED BY SURVEY PREPARED BY JAKE ELLER ASSOCIATES, INC. UNDER JOB NO 12072, DATED 9/25/71 (SAID SOUTHLINE ALSO BEING THE SOUTH LINE 4f CITY 4F RENTON SHORT PLAT AtUA-01-109-SHPL LND-20-0296, RECORDED UNDER RECOMNG N0. 20040811900006); THENCE WEST ALONG SAID SOUTH LINE 252.60 FEET, MORE OR LESS, To THE HEST LIME OF TRACT 254 OF SAID C.D. HILLMAN'S LAKE WASHING" GARDEN OF EDEN DIV. NO. 4 AND SAID LIME EXTENDED,'THENCE SOUTH 01101'28'SAID EXTENDED WST LiNE. RTN LINE OF RECORDED67 FEET, MUlR4DER RECORDIE OR LESS� NG NOTHE . CITY SIHORGT PLAT Na LUA--02-0 -SFrPL, SOUTH 8976'40" EAST ALONG THE NORTH LINE OF SAID SHORT PLAT, 252.60 2OW907900015; THENCE FEET, MORE OR LESS r0 THE WESTERLY MARGIN OF ABERDEENI AVE N.E.; THENCE ALONG SAID WESTERLY MARGIN NORTH 0$10055" EAST 102.57 FEET MORE OR LESS To THE POINT OF BEGINNING. EXCEPT THE SOUTH AD FE€T THEREOF PARCEL B THE SOUTH $0 FEET OF THE FOLLOWING DESCRIBED PROPERTY' THAT PORTION OF THE NORYHWE5T vtlaRTER OF THE NORTHEAST QUARTER OF SECTION 05, TOWVSHIP .1 AND T11 OF RAC 2PLA N KINGKCOLINTYRANGE 5 EAST, W .I WA5HINTON, GARDEN Ir+IM11VQiU�fEOF 23 . EDEN �NGTON V. NO 4 RECORDED DESCRIBED AS FOLLOWS: BEGINNNING AT THE INT€RSE•C17CW OF THE WESTERLY MARGIN DF ASERDEENI AVE ME WITH THE SOUTH � LINE OF TRACT 255 OF SAID C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN DIV. NO. 4. AS ESTABLJSHED 8Y SURVEY PREPARED 13Y JACK ELLER ASSOCIATES, INC., UNDER JOB NO. 72072 DATED 9/25171 (SAID SOUTH ONE ALSO BEING THE SOUTH LINE OF CITY OF RENTON SNORT FLAT #LUA-10`109-SHPL L1ND-20-0296, RECORDED UNDER RECORDING NO. 20040811940006); THENCE WEST ALONG SAID SOUTH LINE 252.60 FEET: MORE OR LESS, To TIE WEST LINE OF TRACT 254 OF SAID C.0 MILLMAN'S LAKE WASHINGTON GARDEN OF MEN DIY. No' 4 AND SAID LINE EX7ENI)FD; THENCE SOUTH 01'01'28• HEST; ALONG SAID EXTENDED WEST LINE, fO6.67 FEET-, MORE OR LESS TO THE n V5 N NORTHH LINE OF CITY OF RENTON SHORT PLAT NO. LUA-02•-017`SHPi, RECORDED UNDET2 RECORDING NO- Lo to20040907900015; THENCE SOUTH 6976'40" EAST ALONG THE NORTH LINE OF SAID SNORT PLAT, 252.60 FEE-, MORE OR LESS TO THE WESTERLY MARGIN OF ABERDEEN ,AVE N.E:; THENCE ALONG SAID WESTERLY Ll MARGIN NORTH OIM55" EAST 102.67 FEET, MORE OR LESSs TO THE POINT OF BEGINNING. N a', n a INSTRUMENTATION INSTRUMENT USED: 5 SECOND TOTAL STATiON- FIELD SURVEY WAS BY CLOSED TRAVERSE LOOPS, MINIMUM CLOSURE OF LOOPS WAS 1:22000, IN ACCORDANCE WITH WAC 332-130-090. i BASIS OF BEARING NAD 031M PER CITY OF RENTON CONTROL NOS. 266 AND 1839 CITY OF RENTON CONTROL POINT 266 FOUND 6" ROUND CONCRETE MONUMENT WTH NAIL IN CASE AT THE INTERSECTION OF N.E. 28T'I STREET AND JOKES AVENUE N-! NORTHING: 191429,84 FEET EASTING: 003590.01 FEET clTY OF RENTON CONTI?a POINT 1639 FOUND 1/8" COPPER PIN ON CONCRETE LOST MONUMENT IN A MONUMENT CASE, DOWW O.4 FEET, LOCATED AT THE INTERSECTION OF NE 20TH STREET AND JOKES AVENUE NE. NORTHING: 188877.74 FEET EAS7ING' 1303565.23 FEET REFERENCES CITY OF RENTON SHORT PLAT LUA-0I-109-SHPL REC. NO. 20040811900D06 CITY OF RENTON SNORT PLAT LUA-02-002-SHPL REC. NO. 20040907900009 PLAT OF STOLLENMAYEIR ADD VOL Ba FRS 87 CONTOUR NOTES CONTOURS SHOW THEREON ARE AT 2-FOOT JNTERVALS. P Lli w w 0 SURVEY LEGEND SET REBAR AND CAP LS,,f 42676 EXISTING MONUMENT AS DEFINED FOUND OMC MON W/ 1 /8" COPPER PIN IN CASE CITY OF RENTON PT# 266 l TAT! LOT J33"9026M TAX LOT A3343902067 I 1 � I g tz � r mh LOT 1 6,329 SO. FT: I 59. W CN 'n�gr 1 x w I ;7 o Co z W C) to M 0 0 z FOUND CCNC MON W/ 1/9' COPPER PIN IN CASE FOUND CONC MONUMENT W/ 1 /a' COPPER PIN IN CASE CITY OF RENTON PTA 1839 Encompass ENGINEERING & SURVEYING VYeswm Washl%ton DINIsion 165 NE Juniper Street, Suite 201 - IssacLuah, WA 98027 • Fhone: 425) 3 2-0250 ■Fax (425) 3 1-3055 Easkm Wwhingt+on OWWon 407 Swiftwater Blvd. ■ Cie Elum, WA 98922 • Phone: (509) 674-7433 •Fax (509j b74-7419 BENCH MARK TAX LOT,f3343902014 CITY OF RENTON CONTROL POINT 266 FOUND 6" ROUND CONCRETE MONUMENT WTT1H NAIL IN CASE AT THE INTERSECTION OF N,E 28TH STREET AND JOKES AVENUE N.E. N. till!. 114 OF N. E. 114 OF SECTION 05, T. 23 N. R. 05 E. W. M. CITY OF RENTON, STATE OF WASHINGTON S89'15' 27"E! 1323.27' N.E. 28TH STREET I 1 FOUND MON IN CATE . E. 2 7 TH STREET (VISITED 12/2011 l N00'22'05"E 4.82`I FOUND MON IN CASE TAX LOT 43902060 TAX LOT IJ343902066 TAX LOT 3343902065 I I . , - - ,. L I I .. Ex. PROPERTY LINE I ! k I — 19 4 - - _ , . - . . . - - - - '8 - - . , . - WATER/SEWER EASEVE ,,� . ... - - .. ... .. - - - . - . ........ 5' PAVED FT; RI - s- ............... { ^ - - B2a77 - - - - — — e • i • • . Lr . I --- -----------=—�� —I-- ...- BUILDING SETBACK PROPOSED I .. . 'La" LOT LIVE; TYP. LINE, TYP, O' LAN GAPE I � : • .•: • • • I EMENT 10'• �. I 2525 ABERDEEN A I I PARCEL 8 :`' T.L. 334390-2021 I I I I I LOT 4 I r' I TUT 3 �` 51947 SQ. FT I LOT 2 I 4,739 SQ. FT, •A �3 ° - . . 5, 251 SQ. Ft I I IIPARCEL Al - •� # T.L. 334390`2000 • • 1• • • • 1 .. :i: k :,.... . e000 Etz�— pa arms .1 milli s. 2 B1 72.62' h TAX LOT f3343902006 TAX LOT 13343902013 I BUILDING SETBACK NOTE: FINAL BUILDING SETBACKS FROM THE RETAINING WALLS SHALL BE SHOWN ON THE INDIVIDUAL BUILDING PERMIT PLANS DISCREPANCIES. IF THERE ARE ANY DISCREPANCIES BE7IIFEN DIMENSIONS rN DRAGS?rNGS AND EXISTING CONDITIONS WHICH WILL AFFECT. THE WORK TINE CONTRACTOR SHALL BRING SUCH DISCREPANCIES TO THE ATTENTION OF THE ENGINEER FOR ADMSTMENT BEFORE PROCEDING WITH THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR T14E PROPER FITTING OF ALL WORK AND FOR THE COORDINATION OF ALL TRADES, SUBCONTRACTORS AND PERSONS ENGAGED UPON THIS CONTRACT: EXISTING UTILITY NOTE ALL LOCATIONS OF EX157ING UTILITIES SHOW4d HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY AND OBTAINED FROM AVAILABLE RECORDS AND SHOULD IHEREFORE BE CONSrDEREO APPIROXFMA7E ONLY A NOT NECESSARILY COMPLETE. IT r5 THE SOLE RESPONSXBILiTY OF TIME CONTRACTOR TO INDEPEND€NTLY VERIFY THE ACCURACY OF ALL UTTTlTY LOCATIONS SHOWN AND TO FUR7IHER DISCOVER AND AVOID ANY OTHER UnLIVES NOT SHOWN HEREON MICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. REVATUN=247.87 FEET CONTRACTOR RESPONSIBILITY.' VERTICAL L DATUM: CONTRACTOR AGREES THAT THEY SHALL ASSUME SOLE AND COMPLETE REVON-9BIIJTY FOR Joe SITE CONDITIONS, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY, DURING THE COURSE OF NA VD 88 CITY OF RENTON CONSTRUCTION OF THIS PROJECT AND THAT THIS REQUIREMENT SHALL APPLY CON-PNUOUSLY AND NOT 7 ! + BE LIMITED r0 NORMAL WORKHNG HOURS IHE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE HORIZONTAL CONTROL: TE���F PERFORMANCE OFHWORK ON THIS PLESS FROM ROJECT, ALL RNc FOR LIABILITY ARISIINGGALLEGED, FROM TITHE SOLLEE BEARING N00'3342•E FROM CITY of RENTON (NEGLIGENCE OF THE OWNER OR THE ENGINE€R. PT,hi839 TO CITY OF RENTON PT066 DRD 01/31/f7 f PER crlY OF RENTON COMMTS EN N M E,3 2 PER CITY OF RENTON COMMENTS ORD 0511,5117 -Q PER CITY OF REWCW COMMENTS ORD 07/05/17 N.E. 24TH STREET SHEET INDEX FOUND CONC MON IN/ PUNCHED BRASS DISC IN CASE RLS#' 23163 (VISITED 12/2011) TITLE NO. COVER SHEET & HORIZONTAL CONTROL PLAN BOUNDARY & TOPOGRAPHIC SURVEY 2 TESC, DEMOLITION, & TREE RETENTION PLAN 3 TESC !VOTES AND DETAILS 4 GRADING & DRAINAGE CONTROL PLAN WATER & SANITARY SEWER PLAN CONSTRUCTION DETAILS CONSTRUCTION DETAILS 8 CONSTRUCTION DETAILS 9 CONSTRUCTION DETAILS 70 TREE RETENTION PLAN t LANDSCAPE PLAN L2 LANDSCAPE PLAN / DETAILS L3 ROCKERY DESIGNS & NOTES R9 0 WA 3 ORD 07/f9/T7 sumo: 4 PER CITY OF RENTON COMMENTS 5DM o DRD 08/r8/T7 a � 5 PER CITY OF RENTON COMMENTS DRD 6 REVISE!) GRADING, TREE REMOVAL, & UTILITIES PER OWNER .0 0 06112/1s • 7 PER CITY OF RENrON COMMENTS ORD 07/12/T8 DRD ss�a� JEF 06/10/19 QZZKM rSI1 8 AS -BUILT DRAWING TJR orinlu fEVISION BY DATE APPR A" Pm— fz No. 1 "=20' ONE IHOFI IF NW OW WM SC^Z ACCOF49ALY µpPUa1TAL, ' I&E/lool I?ATU M O 4 0 5 10 24 SCALE 1 " f 20' TF}ESE PLANS ARE "AS -BUILT" AND THE INFORMA77ON SHOWN ACCURA T€L Y REFLECTS EXIS77fNG FIELD COND177OINS AS OF TFrS DATE MAY 9 2 9 � STE D. MCCASKEY PLS 42676 EXISTING PROPOSED VICINITY MAP N. T. S. PLAT INFORMATION NOTES: SURVEY tEGEiVD OW?�IFJ2: 2525 ABERDEEN, LLC f3110 EYE 177TTH PLACE 1202 ® WATER METER WOODINVILLE, WA 98072 (206) 679-5131 FIRE HYDRANT CONTACT: BILL IfEGCER Q SEWER MANHOLE EINGII4FER/SURVFYOR: ENCOMPASS ENGINEERING dt SURVEYrIYG 165 NE JUNIPER STREET SUITE 201 a TELEPHONE RISER ISSAQuAH, WA 98027 (425) 392-0250 POWER VAULT GEOTFCHNICAL ENGINEER.- EAR7iH SOLUTIONS N.W. ❑ CATCH BASIN 1805 06TH PLACE NE B€LLEVVE, WA 96005 <11� ROCK WALL (425) 449-4704 TAX PARCEL NUMBERS 334390-2000, 334390-2021 � FIR TREE PROJECT SITF ADDRESS: 2525 ABERDEEN AVE NE RENTON. WA 98059 MAPLE TREE SECTION, TOW7V51I1P do RANGE: PM71ON OF THE NW 1/4. OF NE 114 SEC, 05 Tom. 23N., RNG 5 E., NM CEDAR TREE PARCEL A & B AREA 26,311 SQ. FT (0.60 ACRES) PINE TOTAL PROPOSED LOTS 4 PROPOSED NET DENSITY 7.83 DU/ACRE COTTONWOOD MAX ALLOWABLE DENSITY 8-0 DU/ACRE CRITTCAL AREAS 0 SQ. FT. 10 MADRONA CRITICAL AREAS BUFFER 0 SQ. FT. SITE IS IN WELLHEAD PROTECTICrN AREA (ZONE 2) Aft TREE (VNSPEC1FIED) PROPOSED LOT AREAS LOT I 6,329 SQ. FT. � SPRUCE TREE LOT 2 5,251 SO. FT LOT 3 4,739 Sid. FT LOT 4 5,947 SO. F7 0 GM GAS METER TRACT A 4,045 SO. FT, TRACT NOTE: TRACT A WILL BE A JOINT USE ACCESS AND UTJtJ TRACT. LAND USE DESIGNATION: RESIDENTIAL MEDIUM DENSITY (RAID) SEC. INDEX COCA 77ON 5 %23N. R.SE yyM ZONING: RESID€N77AL - 8 (R-8) PROPOSED USE: SINGLE FAMILY RESIDENTIAL SEWER: CITY' OF RENTON WATER SYSTEM: CITY OF RENTi7N SCHOOL DISTRICT: RENTON SCHOOL DISTRICT #403 ARE PROTECTION. R€NTON REGIONAL FIRE AUTHORITY ELECTRICAL POWER-7PSE NATURAL GAS: PSE TELEPHONE; QWEST 13,6 0 0 12.6 PROPOSED 764 1 0 REPLACED 0 322 R-391516 Know what's below. Call before you dig. CITY OF RENTON Plannin + I3uildin Public Works Dept 9r� �� kD� PGfS (SF 566 4,86 a 216 0 APPROXIMATE CUT/FILL VOLUMES CUT 2.000 CU. YARDS FILL 2,OD0 CU. YARDS DISTURBANCE AREA 0.56± ACRES APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE. - BY: DATE: BY: DATE: BY. DATE: FINLEY SHORT �--+y PLAT 14 V-16005573 —.J}7915 COVER SKEET & HORIZONTAL CONTROL PLAN 06110119 Flaoaom N/A N/A aRw,64 Im 15615 Err: T OF, 10 N. W. 114 OF N. E. 114 OF SECTION 05, T. 23 N. 0 R. 05 E. W. M. CITY OF REI TOI , STATE OF WASHING TON A. CONCEPTUAL INFILTRATION SEGMENTAL BLOC1t APPROX. LOCATION � CB J, TYPE 1 8" W1ADE ORATE CB #I. TYPE 1 f BASW CB'S & PIPING RETAINING WALL PER OF DRIVEWAY ENTRANCESTA. 1+2M1.27', O.D4'L WITH 11%r WIDE STA. 0+31.32% 0.0'L �- CB RIlN=281.92 SLOTS) RIM-2Bi.22 IE 12" ADS:275-72 (TO 9E DESIGNED DURING MANUFACTURER'S (SEE NOTE 2) I RIM-211.48 STA. 1+2fi.3' NWI�27g,03 (OII SLOTTED DRAIN 4 1E 12" ADS: 27 &72 FUTURE BUILDING PERANT RECUMENDA noN I NV-2135M (OUT) ' APPLICATION - SEE NOTE 5) (4- MAX HEIGHT) APPROX T1DN 1RAT10N OAS�I RIM TIO GRADE (illli. I3 WIDE �. � - � E741S11t�0 sT�IPING OF DRIVEAYAENTRANCE GRATE WITH 1 FOR LOT 1 (SEE NOTE 2} STIk 1+36.Q9". 0.i3'LlL1RA1I0N BA5IF1 SEE SIDEWALK GRADING DETAIL RIM-297.52 STA. O+4oa-5'. O.�'� waD stars} w . Q f , . , . (THIS SHEI r) iii Nv-U&7T RIM-282.65 STA.0+31.2V. . r 3a I I INV-27&8O RIM M GRADE � ¢� r . - _ z, . CI3 RIM=282.12 7/w=- W-30 APPROX LOCAMON 9�2O-F 6NI - � OF RYAY IE 12" ADS:279.42 T/W=3T/h=3Q4 ENTRANCE T/'U=342 PVC SSEWM � - � - O/W=29 E;rfw_30{1 ,r (SEE NO r2)B/W=301 j WFlLT>R4TION BASN W OF V PVC S RII " CONNECT PROPOSED Ir STORM SENN #' *rf1OMG T _ _ l4. 1+1 .28', C 04 °• 1.56GC #11 1+20.�0 FMITON REQUIMENT� BASIN PE1TO DMM CATCH CITY OF DR1 ���PoM-380.' WATER p RIM-282.14 �f- N1-2NZ9 (12AD.S-N&S) Y - 4i �� I �1RN SERV E 15' FA D DRIVEWAY ENTRANCE PER CITY RY / AC .... v OF R€NTON STD. 1p4.1 & 104.2 -302- T CT : 1+QD: i..'.'. I. I (DEPRESS CURB AT DRIVEWAY f � I ENTRANCE) ° _ Ld 67 LF OF If LCPE STORM L - -- -, SKIER, S-1.28% � � a, i s . ' 1 2 I �^ T/Ir1=29 �I ADD CB 45.6'f, 17.95'LT I I f f r �� - RMN-2B4,4I5 24" / - Y �-„ i 1 INV-2131.55 (12'A S} B f*=296 INV-28D.25 (WARS-N / /' AL INFlLTRATION & 81w,-Sw) B j3N t?5.5 I f AL MTRATION BASINS, { rlr PIPING RAID? !` ,AS1NS, CB'S P9PIN0 (TO DEStGNEO D[IRiNG * ; 2 - _ 55l�1i E1 I c I I,(TO BE DM MED DURING FUTURE BUILDING PERMIT 27' IF LOPE STOW SEINER, 3' � . R9M=2S3.12 fUIURE BUILDING PEM�AT I APPLICATION =SEE NOTE �' 5-&15� (PRIMA W � Q IE 8" N 275.22 T/W=3 / f LO 1 + C14j!WCA110N - SEE N�DTE '. j Si T/W= 6 ' I �. IE 8" S. 275.32 B/W�05-5 AQ EiE1d' - 5 I •, LOT 4 BjW- ,` }: l �✓ LOT 3 OT1ED DRAIN ... SEE NOTE 1 j cKMY WALL ` MAX HEIGHT -4. PVC F G r �. 5 J � � • I PAD ELEV = T95.5 TOWARD CB I N LE (.: p IN FOR 5► I 5• PjWp - 3f12.50 I PROVIDE 3' OF IrO 5' `. WIC GRAZE ROC RY, TY 1NIiII' i WIDE SLOTS). 1 4"E 57. i T/W= 2 T/W= 08 I T/W=301.5 STEEL PIPE T/W+ 295.5 1 a 8' RIr}CKET2 hi I 6/W= 6 f B/ W=295,5 /BENEATH WALL AROUND 4' PVC OVER 3/W=292-0 AY PA REPLACEMENT !. { a 2' WOE PAVEMENT PATCH 4' HIAA ( NO tr �� C.O.R. STD. 104.3 OVER 6" CRUSHED ROCK COMPACTED 2. -_ •••-p'plp I a 30 9596 MOD. PROCTOR (MATCH R1 /W= 2 OCKERY WALL �1 �. (EX. DRIWW BASE TO REMAIN) 1 EXISTING PAVEMENT THICI4HE55 IF # /W = 08 f ( NOTE 1 Ac - PRIVATE I IT I GREATER) j A ' d /""'T/ =314 �l # f r SHEET R1) OR GRATE f =1+ ' ` ° '� , EX. � INW & QRNN PIPE TO BE REMOVED 3. $• =308 & ` - -- J ' EASDAENT TRAFFfC e B,{W=28 .Ct I 5 WIDE CONCRETE SIDEWALK PER 4' N� E /0 C.O.R. STD. 102 ITC F007 r C INWI_10 OU ZZ 3 BRADS 81 2.47X # f� 0' C I •�.- - - T =29 . ' .,• - - CO�iC. CURB dC GUTTER PER C.O.R. STD. ! = 4 T/W=304 TfW-3 2' B/W=` 4'4 DRY W/ B BLOCTAININ 'N L ? 101 B f W= 2 _ 298 B - 294 T W= 12` OF T1IP. I : (DEPRESSED CURB AT DRIVEWAY dD \ % BUILDINGS SEl$ACK LINE, TYP. - - _ i 0 ,C o �4c9 Z9� dRAIM T� E3/W=294 �94�f�°i �.y� � ENTRANCE) J 4' GYCI E fi 000Q FENCE ADRY WELL W/ SOLID 4" CIB � i'�00 � F F R T.ROCKERY 1IfALL. 8 MAX. HEIGHT #� �� r (SEE GRADING DETAIL)Q'LT j FENCE 0.15' PVC PIPE, PROMDE RIM-294,20 �r STA. 0+00.76, 5 4' GYC ONE N. OF IL PROVIDE 2 MIN. HORIZONTAL PVC SLEI W BEFEAT iFIV'<291,70 (IN) (SEE MUTE 1 AC T •W=289 7t flRA1N FOR RET. WALL Gs �B, TYPE i FENCC .86' SEPARATION BETWEEN NEW ROCKERY 3c Wes- NIT-291,8D (CUT) SHEET R1) B� - Rlw-2B5-54 N. OF P EXIST. 2 BLOCK MIALL /W=2$ 8± (00lVNECT C8 mrtw -44 (w) mi PROPOSED GROUND END OF PRIVATE ROAD & END OF PAVING 310 ELEVATION _ STA. 2+22,64' 310 * SSAIH. #' DIA --.. , ... .. . .. ........ ................. .. as ... . ., ... . .. PER C.O.R. STD. 400.1 C , .....- .STA.2+2&79',5.761....................................,..............,................,.................... TOF WL .... + TOR WL + o RIM=30189 . . ... ..... . ........................... . 50€7. ,67 C" � • - ... � � y � 300.82 ry �, ... .. � 'IE=298.24 6-(S) S' LANDSCAPE STRIP �- ty • IE=298.14 8 (E) 305 305 4%..,.- 14..................................................... .., .................... W....................................... '22.5•BEiI >I..,. ..... F,..'...,... (0 W ; .. %2�BEND . .PROPOSED- PROFILE 5 ALDN F ACC .. . DRIVE ................ . ................. . ............. 3Q , CONCRETE SIDEWA .. I. - . - ...... ... , ... ..... .. • • 'T�7P • WL•� ... - - ... L-I4 299-27 300 511"q pRG� LF. AiONG• -of Ikoees5 DRIVE .. . .. . .. . . .. . . TUFF � - ukt%, aO.00 . . ............ . ...... . ......... . 295,30 3, wCOW�E7I' ... ' . CB j, -TYPE 1 P%,I- 0+64.55 EL: 283.44 ' 282.61 d 282. � I ` 282.' 282.7'0 � 282.65 2� Al4if 29 MAX• • � I 1+00.0 . 282.fi4. '. . 2$2:74 A n^ j t.l ii •i 1'- - - 1282.75 - 282.6:5 :. .. E RY SER 1 i 'I 4 SIDEWALK GRADING DETAIL SHARED DRIVEWAY scams =20' RETAINING WALLS OVER 4-FT- IN HEkAT REQUIRE A SEPARATE BURINNG 00 PERMIT. SWAY LOCATONS ARE APPROXIIr447. ACTUAL ORMEWAY LOCATIONS AND CANRGURAWN TO BE DE ERMINED DURING SUItNNG PERMIT PROCESS. PROTECTION MMURES SHALL BE PROVIDED FOR ALL PROPOSED 295 INFlLMTiON DEVICF LOCATONS PER NOTES SHOWN ON SHEEF 3. BOTTOM FACE OF RETAINING W411S TO BE LOCATED UY CONMCTOR SO THAT ENCR04CMEIVT DOES NOT OCCUR ONTO THE AD-14CENr PIdDPEITiTES, ORAIhGIG7E PIPIa BFFIiNO TIrE 1A44l.L TO � LOCaWTEI} 4YITHI�I 7IIE LOTS ASSOCIATED WiTTH 7WE WAU AND NOT Wl17W THE AD�E4CENT PROPEfrI'IES UNLESS A PRWATE DR41NAW-I W'AU EASEMENT' IS 90 RECORDED. IF ANY GRADING NEEDS TO OCCUR WITi'' N THE ADACENT PROPERTIES To gYSTALL THE PROPOSED ROCKERY WAi.! S, A SEPARATE TEMPORARY CONSTRUC77ON EASEMENT WILL BE RE0UIRE•D. INFILTRATION DEVICES FOR LOTS 1, 2, & 3 SHALL BE DESIGNED DURING THE TWE OF OUILDING PERMIT APPLrATM AND CONSTRUCTED W47T4 BUILDING PERMJT APPROVAL. SMALL INFILTRATION DNS SH04W+N ON LOTS 1, 2 & 3 ARE FOR CONCEPTlJG4[. PURPOSES ONLY AND ARE SHOWN TO DEMOIVS7R47E FEE4SULITY OF STORMIVATER CONTROL FOR THESE LOM EX. RIW CENTMNE 30' �� TOP i D1►ER +97EJ4 1►WN...1-1 }, AIR -VAC . , ... . ...... ,L-. - • - .... , StA' 1+2527','Q. _ CURB do GUTTER-' l Ak�Y.AT. k11!?k1 ... , - - .. 1 - IilI1�291. ... . ....... . . .. LP STA+ .o,+3t4.55w-EL-84 , .. , . - ..... .. - , ......... EX. ROAD SURFACE POINT PER STANDARD L INVi28&58 (OUT) 295 4' HMA CLASS 1/2' PG 64-22\\"-SAWCUT PAVEMENT Iry 295 PbIM NB. 340.3Ln ra S2ft 4' DIAL ..... . . . . . .... ... 6' CRUSHED ROCK & MATCH ....,.., ..................... . .. .I .... .-...... 1.4_v F F 2" BLOW -OFF PERMANENT ASSEMBLY PER �'r` S A fl+6 .. ' . ... ' ... ' ........ . . - -� C .. , as PER. 5- 6'; 6:27'L • � � - C.O:R. -STD.- 340.1• ' . ... - ... � ... - .... .. ' ... - ..... - - - - - - - - - ... ... � a FIRM SUBGRAQE ADDITIONAL ' � tti STRUCTURAL FILL MAY BE ......... . .. ... . . ti ...... ... - _ - �, - ..... , BACK OF ..... REQUIRED DEPENDING ON SOIL .. , I2II+1 , 284;05 • . IE=277.05 (W) 510EWALK, • • • CONDITIONS ! �............... ...... 290 SSMM. 4' DIA. 290 STA. D+31.32'. o:oL � ni ... • PER c o.. STA. Oa.1 ABERDEEN AVE NE SECTION . , .......... 4A70MdQM�I PIPE .4EFLFC?IQN .PER, HAIRUFACTURER S ........... . .. , , . - . .... . RECOMMENDATION, TYP. 1, ....... ...t', . -INV-27$.02 •(OUT).. .. , .. STA. 0+04.44. 6.SIi'L g. p RMM=282.8 I _J • ' . IE=275.22 .......... I .............. ........... .... I . &n w IE=275.12 (EX. 8') 161 • LF• OF 8' P • , SANITARY SEINER, 0 13.Fr}4'..... .... � ...... , - . � .. . _N 2CV LAND 285 CIENTERUNE OF 285 ...... , \... m 2.00% ABERDMN AVE ............. ...... PROPOSED If LOPE STORM SEINER TOP WL ...... �277.92 280 - DEPRRESSED 2OEXTEIVD 8' WATER MAIN TO EX.(� UMMUM•RIPE DEFLEC'AGN PER MANUFACTURER'S • • • • . EItRB t.s' AND CONNECT 114 ACCORDANCE TRACT "A" ACCESS DRIVE .. RECOMMENDA REQUIREMENTS T BLOW -OFF VALVE HORIZ. 1"=20'...................................................... ....... .........j..,.. 1.5'RIN i FIREFII'ORAW VERT. 1"=4'....................................................................................................... .......I .. 75 275. WATER METER EXISTING' GRADE ... ' .. PROPOSED' GFTADE (•ASTM 03f13+)-SANITARr 3.21 r • . . EXISTING 8" SIN. SEWER■ CA (CIS a NY rNfTLTRATT4H BASIN too. ............... ....... .#..........,..--........-.. ...,-.......--... .... .. IR .......,..,......-.Ln to) TOP W_ . - C� - r� �.�� .........................d.r�i.............,,-.......,-.Stan...,.-..,....--..,...,--• °...- ..,.--...,...........IN 27T:0#... � CLEAN OUT c` ieq NQy IN N sv 270 CXDCXI RETAINING WALL 270 2+90 2+50.00 2+00 1+50.00 1+00 50.00 0+00 a xx= SLOTTED DRAIN r,. .._ __ I nRD 61 /31 /17 E S ❑-a Was, Encompass ENGINEERING & SURVEYING wegem Washingon DKision 3828� 165 NE Juniper Street. Suite 201 ■ IssaWah, WA 98027 ■ Phone: (425) 392-0250 ■ Fay (425) 391-3055 I Eastcm Washinglon. Uhrlsion 407 Swiit►rater Blvd. - Cie Elum. WA 99922 * Phone: (S09) 674-7433 ■ I = (509) 674-7419 - W-w� Arts 714ESE PLANS ARE OAS- BUII_ r AND 714E INFORMATION SHOWN ACCURATELY REFLECTS EVSTING FIELD CONDITIONS AS OF TEAS OA Y 3I, 2019 r Iw f .TffV€N D. McCASKEY Pits 42676 0 z 0 5 10 20 SCALE 1" = 20' 280 275 270 265 26 r, 0+00 Know what's below. Call before you dig. SIOIETMAW -J V nwSM(w SIDEWALK GRADING DETAIL (LOT 4 DRIVEW� SCAV: f "-20' 0+50.00 1+00 PROFILE OF ABERDEEN AVE NE STORM SEWER R-391517 FIORIZ. 1"40' VERT. 1 =4' .A! 1 ?95 I U1 wo l r:4 2751 wil 2651 2601 1+20 1' HEATER SERVICE�c+��d�oh WATER METER PER C,O.R. STD. 320.1 (RN TO MADE) WITH A DOUBLE 04M VALVE AMBLY FOR EACH FIRE SPRINKLER SYSTEM PER C.O.R. SID. 34CLS. TYP. r GATE VALVE (M,b M STA. 2+56', &ISR - Tide YIL 8' CAP OW4 W/ *MST am TOP MIL 3&3MO N. W 114 OF N. E. 114 OF SECTION 05, T. 23 N., R. 05 E., I . M. CITY OF RENTON., STATE OF WASHINGTOR' . i ,1. OF a' SVEM710N BET%1EEN WATIERM a i OWM4 ti a' Ir i ►, - JA LOCATION OF P;4Y FOR LOT I li 10 AIR -VAC ASSEMBLY FM ...i.- . PER QOJt. STD. 4MI ► �r It � F M 1 RESnM 164TER Pff JOWM .r } . OF AM ! 3 M),, E :A arX V:•a` , !, M ! : ,; REMIAIN M i + i FOR LOT 2 ..�iM-sir-rts, t.�s�,ua, *..�sw.��...�sw. iYrIwirl" a,.rtaw.+ri�..ii..rti..��..�i..rta�=.st�.rt 11 11 WRO }� OF + iM7P MIL... .... ,�}., "2 LF QF.1r. D.I.' CL� • 16' PAVED ...... WATER MAGI Th w... . ACC 5 25 PLEILIC I+ -Moo • . 2+pp.00 TRACT A � Ilt�[.1tY EILSID�ENT - .. - . .. ... .. .. 2' RIM -OFF VALID PER C.O.R. sm 3441 I I i I I 24• I l / I 4' SHIRE FENCE r 4' CYCLONE TOP MIL. 300.82 . TOP a 300.1lB 14 LF�.�••O..F� �Ir PVC 299.5 I #, SM .l� EVAE R STUB. S=200% MIN. PER D.R. STD. 400.1 WW-293.3 19 LF OF e PVC STA.2+25.9' STA.2+28.79'.5.76'L RIII=3o3.89 � 5'10E 5fM �S �. I STA 1+19.6' IE-29&24 6" (S) 1A LF OF 6" PVC LOT i IE-298.14 8"(Ej 510E S M i II IN1I=?8*a1 STA. 1+MW I I LOT 2 i '� LOT 3 I L APMX LOCATION OF IDI71yf MY FUR LOT 3 1 . 4' CYCLONE f 6' WOOD FENCE FENCE 0.15' J fl.02' S OF It N. OF It 1 6' WOW r CE 0.11' N. FIt 00 LF OF 8' PVC ASTM 1)3o34) TOP VIL SANIT 271L1 08 (To BE REM f FLOW -OFF p z I�YD MT CB RI1�Aa281.92 IE 12' ADS- 278.72 WATER METER 0 5 10 .20 ii IE 12' AUS: 278.72 ■ GATCH BASIN �-� D({ST1NG STRIPING " = SCALE 1 ��' PROVIDE 1.5' OF VERTICAL SEPERAMON BnVYEEN WATER INrTLTRAT7OIV BASyN MAIN AND DL SAMTARY SEWER 0 CLEAN -OUT CB RIM-282.17 CX= REFAINING WALL IE 12' ADS:279.42 STORM DRiUN PIPE TOP II� ,✓� tNOTxRY SEWER .�1 278. f ! WATER RESTORATION IN ACCORDANCE TO REC"REMENTS VOUBLE CHECK VALVE rOJL DETAIL ON SHEET 9)1 PAVEMENT SHALL BE SAWOUT. ■ THRUST BLOCKING CONNECT 8' WATER MAIN TO QL. 11r D.L WATER MAIN IN 11CCORDANCE ;rYy .Ltd .. TO CITY OF REN10h 4 RELlk1IRE1wIETVTS lk PER C.D.R. S ID. 3OLf.1 1-16'x8' TAPPLNG TEE (FL) TOP W 1-9' GATE VALVE (Fix J) 279.07 W/ HRUIST BLOCKING SSMH. STA. 0+o4 44', szft RIM-282 8± I£-05.22 I a IE-2?&M (ESL. 81 30 LF OF 6" PC SIDE SEMIFR STUB, S-2-= MINL (TV) - (SEE NOTE 4) SSWH RIM=283.12 NOTES IE a' S:275.32 W Fr a' ra 1 ! Y a a f . .-..,... 1-FI9TE HYDRANT ASSEMBLY PER 1. A BACIfFL4W PREVENTION A55EMI3L?` (Uot1BLL CHECK VALVE AS5ONLY) 05 REQUIRED FOR EACH FIRE 1 c,O.R. 5T1y. 310.1 SPRWKiER SYSTEM INSTALLED ON LOTS 1-3. =2837 " STA. 0+19.8% I&SL 1-B"x8' TEE 2. THE EXISTING WATER METERFOR LOT 4 MLL BE RELOCATED TO THE NZW PLANTER S7RIP BY CITY i-6' 6AlE V&W FORCES. THE CONTRACTOR SHALL RECONWECT 7W PRIVATE SERVICE LINE TO n4E NEW COPPER I • : ; i ; .. ' I TAILPIECE BEHIND THE METER AND AT THE BACK OF THE NEW SIDEWALK. i-8' ADAPTOR (RAM I 1-6'Ar REDUCER (MJxFL) 3. ALL WATER PIPE JYNTS IW7141N 20 FEET OF AN INFILTRATION BA -SIN SHALL BE RESTRAINED WITH �.'..... ... I 1-6' ELI. CL 52 CUT TO LENGTH MEGALUG RESTRAINT HARNESS 5 MES 1700. I .. W/ Iviffi ST KOWNQ 4. EVS77NG SANITARY SERVICE LOCA7TON SHALL BE VERIFIED BY M CONTRACTOR Ov THE HUD. IF NECESSARY, THE EX. SANITARY SERWCE FOR LOT 4 SHALL BE RELOCATED TO ALLOW FOR NEW �... - SANITARY SEWER MAIN CONSTRUCTION. CMIRACTOIR SHALL NOTIFY THE HOMEOWER AT 2525 ABE'RDEEN AT LEAST 48 HOURS IN ADVANCE OF SERVICE OUTAGE TFOE CONTRACTOR SHALL INSTALL A . NEW SANITARY SERVICE FOR LOT 4 AND TRANSFER SERVICE PRIOR TO THE INSTALLATION OF NEW 7. SANITARY SEWER MAW IN ORDER TO MINIMIZE LOSS OF SERVICE TIME 5. INFIILTRATION DEVLCES FOR LOTS 1. 2, dr 3 SHALL aE DOWNED DURING THE 70011E OF BUILDING PMIT ' APPLICATION AND CONSTRUCTED WITH BUILDING PERMIT APPROVAL, SWJ-L ONFILTRAWN 8AS•INS SHOWN ON LOTS 1, 2 & 3 ARE FOR CONCEPTUAL PURPOSES ONLY AND ARE SHOWN TO DDOKWSTIRATE FfAS181UITY OF STO RMWATE R CONTROL FOR THESE LOTS. PROPDM GRN� END OF PRIVATE ROAD dt END OF PAVING 310 ELEVATILaM1 STA. 2+22AW SSMH, 4' INA .....,..-;ate,..,, :,,...ono ....... ............. PER C.O.R, M 400.1 r o STA. 2+26.7V.9.7SL ... ... .. - , .... + 1aaP y� -... RIM=30S.89 TaOPWLci?...... �C"..,. +�..,...,-................................... -- ........--....... 30Q81S ' � II � � 300.82 c~ II � ' 1E=M24 8"�� .................. 305 °+° -A.34% 6 7 22.5- ---......... .... • • • 11. ' BEFp PR /....... .-- ......., TpPMIL4..,....- PROPQSEQ. OFILE ALQNG •q OF ACQ .. Q91w ............... . ........ .. . .... ..... . . . ........ . 300-- ` E105'1NG PRQFIIF, I1 OKb flF AOCESS. [}RIVE .... ... . . . . . . TOP VIL + . LvG--60.00 . ......... . . ........ . . . ..... . . 295M V wt O mm............... . ................ CS. #2, TIPE 1 PVI: 0+64.55 EL: 283.44 TOP WL i OWR. VM1T& j1�MINI... 1- , AJR-VkD , .. - I ... I .....L .__. ........ . . . ...........STA. 1+26:27', ' 0.04 ... ...... .: ? :9 ....... . . 295.51 i .. ........... �Y. T Hl .. .. ... , ........ \ . .RIM , 291.48 ...... . ..... ... L.P.STAB - 34.55y .EL: 282 84 .. ..... - .... ... - .... . POINT PER STANDARD L 7 INV-288.58 (OUT) �] ry 295, -�.. . . ..... . .. ..... . ... .� •PER'C.b.:'S'E0.•4Go.1 , ....- • �a�o 2' 8L0M►-OFF P1 IrIANENT ASS�LY PER °s � Mi c.i................ . . C.O:R. 'SIT17: 34Q.1..... . . ...... . . . .. . ............ + ao STA: 4F65.26'; 6:27'L .. , ... , ... - ....t ca ........ RMu1�28+1(W) 6 �. .. BACK Of .�..-,...,..-.-..,... ......... w IE-277.a5 M} w D . - - ................. . ..... - ....... , - `. ...k+ ... ... - IEi.2T6.0 (E). ' TYRE rn . , .. - F SIDEWALK - CR 2Q STA. 0+31.32', 0.4'L Mi 4�1701iU PIP .OEfk4C1 -PER. h 1FACTIJ #' ............... .... RIli1=28?:22` # RECOMMENDA110H. ri?. �x--. ......., - - .....- -.- .. -.. ..... .... .. .. - -... .. -IF• OF 8' .. SANITARY SEMR- 0-I&SX...................... . `'!' .:... ... ... , . , - . ..... - ..... , .. . .20' LAND m 2.00X 285 \. ... 280 WRESSED ... CURB, t.5' ........ - . 1rIA3MAiUM-FIRE DEITION PER MANkJFAC11'S - ...... , - TRACT "A" A CESS DRIVE �1DATOK T1 . ....................................... HOR12.1"=20'................................................................ ........--. VERT. 1 =4. ....... .................................... ,.......... . 275 310 305 300 295 290 SSMH. 4' DIA. PER C.D.R. SM. 40MI STA. 0+04,44', &WL RIM-2828d: IE-275.22 Er275.12* (E)L 8') 285 CENTERLINE OF /I'- ABERDEEN AVE PROPOSED 12" LCPE STWM SEWER TOP MIL T 277.92 280 DLTEND 8' WATER MAIN TO E)L i8' D.I. W ABERDEEH AVE AND COMCT IN ACCORDANCE TO CITY OF RENTON REQUIREMENTS -1.5" ANN 275 ............. . ............... . . • (•ASTM 0300 • IITARY SEWER W 3.2$% , • - • ' - - E}MSIN+IGG Ir SAN. mffit FXISTINt GRADE P}�I]PbSEb'GRADE U") M . . . . . . . - . . . . . N. N . . . . . . . . . . . . . . . . . M D . . . . . . . . . . . . . . . . . . . , . . . - . . . - . . . . . . . . . . . . . • ...... ...- ra M c`+ 270 270 2+90 2+50.00 2+00 1+50.00 1+00 0+50.01� 0+00 i PER CITY OF REHM COMI4IEIVTS ORD 1011311f 7 2 PER cfTY OF RENTON COMMENTS DRD a5118117 pY WAS 3 PER CITY OF REIYTON COMMENTS DRD 07105117 'T 01, # 4 PER Cr Y OF RENTi7Iv COMMENTS DRD 07119117 SDAII ncompass, rn %tl� 5 PER aff OE' RENTON cOMAfENTS DRD 08118117 1 20 0 = ENGINEERING & SURVEYING 6 REV60 GR WNG, TIRES REMOVAL, & UMJTIB PER OWNER DRD 06112118 DRD Western Washington D[utsian 38285 7 PER cfTY OF RENTON COUNENTS DRD 07112118 ow 165 NE lun{peT Street. Suite 201 ■ [s%cLuah. WA 98027 ■ Phom: (425) 392-02 S0 ■ Far (425) 39 I -3OS5 .c is B AS -BUILT DMMWG dEF O6f 40f 19 T�fR M flu WXE Eastern Washinglor► DiyWan I �* C NOT °NE " 407 Swiftwater Blvd. ■ Cle Slum, WA 98922 ■ Phone: (509) 674-7433 ■ Faac (509) 674-7419 ` OhfAL 5[rhhLE �yppplpnO�Y 71271I$ N0. REVISION 13Y DATE APPR CJa NONOOI�IrM- WO 1 W4 "i DATUM Know whars below. Call before you dig. CITY OF RENTON Planning/Building/Pubiic Works Dept. 714ESE7 PLANS ARE "AS -BUILT' AND THE INFORMA RON SHOWN ACCURA7ELY REFLECTS EVS77NG FIELD CONDITIONS AS OF THIS DATE: MA s. 201 S -c�;�9 S . AIcr-AsKEY PLS 42676 R-391518 S-391502 W-391502 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND WSS1DN5 BY: DATE, BY. . DATC: BY, DATE: BY: DATE.• FINLEY SHORT PLAT U-16005573 R-3915 WATER & SANITARY SEWER PLAN 06110119 PAM NIA M 15615 % B oF. 40