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HomeMy WebLinkAboutzR-4135 SetA PORTION OF THE SW 1/4, OF THE NE 1/4, OF SECTION 15, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON Z W 5 W O rr n 2 W C� Q Z O rr H T w W U) U w Q z L, ~ I U I 00 I00 co 0 N � co N I U I I � 0o 00 N � LO o 0 0 o cn ILI)I I FRONTAGE IMPROVEMENTS CITY OF RENTON #1503 N: 181067.8826 E: 131 1396.6750 1 /8" COPPER PIN IN CONC. MONUMENT DOWN 0.7' +/— (VISITED 10/2018) LEGAL DESCRIPTION: LOT 45, PUGET COLONY HOMES, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 86 OF PLATS, PAGE 59, RECORDS OF KING COUNTY, WASHINGTON BEING TAX PARCEL NUMBER 692800-0450 S 83°5B 4 „ W — FOUND MON. IN CASE \ , 2n CITY OF RENTON #478 / \STREET N: 178418.3636 FOUND MON. IN CASE \ E: 131 1352.4030 2" BRASS DISK W/PUNCH 1 /4" BRONZE PIN ON \ \ CHIPPED CONC. MONUMENT POST \ (VISITED 10/2 18) \ CALL 81 1 BEFORE YOU DIG! OFFE ENGINEERS a WAgij * *- Cn N�To°°N 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 �,°,A ��F Fc/ 27460 STFA� CONTACT: DARRELL OFFE, P.E. SsioNAl°° 10/15/2020 RENTON, WASHINGTON VICINITY MAP King County iMap r1 �� I��LF 11j �� ter: .!�� I IT Ian%*� � I l► kb L-- z I �Le- �i- I 71 .ten oo 'j rI: 7 x� kti TOPOGRAPHIC AND BOUNDARY SURVEY PROVIDED BY HANSEN SURVEYING & CONSULTING; OFFE ENGINEERS, PLLC ASSUMES NO LIABILITY FOR ACCURACY OR COMPLETENESS. SURVEYOR NOTES: METHOD OF SURVEY: (1) INSTRUMENTATION FOR THIS SURVEY WAS A TOPCON 1 SECOND TOTAL STATION. PROCEDURES USED IN THIS SURVEY WERE FIELD TRAVERSE, MEETING OR EXCEEDING STANDARDS SET BY WAC 332-130-090. (2) THE INFORMATION DEPICTAED ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE IN DECEMBER 2018, AND SHOWS THE GENERAL CONITION EXISTING AT THE TIME. VERTICAL DATUM: NAVD 88 PER CITY OF RENTON SURVEY CONTROL POINT #1503 1 /8" COPPER PIN IN A CONCRETE POST MONUMENT DOWN 0.7' IN A MONUMENT CASE AT THE CONSTRUCTED INTERSECTION OF NE 4TH STREET AND UNION AVENUE NE. ELEVATION=401.02 FEET BASIS OF BEARINGS: CENTERLINE OF NILE AVENUE NE (S 00°00'26" E) 3 REVISED PER CITY COMMENTS DATED 10/15/20 2 REVISED PER CITY COMMENTS DATED 09/22/20 1 REVISED PER CITY COMMENTS DATED 08/05/20 NO. REVISION SURVEYED: SCALE: 4 SITE SURVEYING, LLC DESIGNED: DLO 10/15/20 D. L. OFFE, P.E. DLO 10/1/20 DRAWN: ONE INCH DLO 08/06/20 CHECKED: AT FULL SCALE IF NOT ONE INCH BY DATE APPR I APPROVED: SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M UTILITIES: WATER: KING COUNTY WATER DISTRICT #90 SEWER: CITY OF RENTON SURFACE WATER: CITY OF RENTON POWER: PUGET SOUND ENERGY (PSE) GAS: PUGET SOUND ENERGY (PSE) PHONE: QWEST CABLE: COMCAST SERVICES: FIRE: REGIONAL FIRE AUTHORITY SCHOOL: RENTON SCHOOL DISTRICT CONTACT INFORMATION DEVELOPER/OWNER: ANDREW MICHAEL CONSTRUCTION, LLC ATTN: BOB WENZL P.O. BOX 6127 BELLEVUE, WASHINGTON 98008 OFFICE PHONE: 206-714-6707 bob©tuscanywa.com ENGINEER: OFFE ENGINEERS, PLLC ATTN: DARRELL OFFE, PE 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058-7832 OFFICE NUMBER: 425-260-3412 darrell.offe@comcast.net SURVEYOR: HANSEN SURVEYING & CONSULTING 4227 SOUTH MERIDIAN, SUITE C-455 PUYALLUP, WASHINGTON 98373 OFFICE NUMBER: 425-235-8440 hansensurvey©comcast.net TABLE OF CONTENTS SHEET NUMBER TITLE 1 COVER SHEET 2 ROADWAY WIDENING DESIGN 3 CITY STANDARD DETAILS 4 CITY STANDARD DETAILS 5 LANDSCAPE PLAN 6 LANDSCAPE DETAILS AND NOTES 7 TOPOGRAPHIC SURVEY R-413501 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING CURRENT PLANNING Scott Warlick 10/14/2020 - " Alex Morganroth 10/14/2020 WASTEWATER UTILITY FSURFACE WATER UTILITY o.� REGIONAL FIRE AUTHORITY h 1 14 2 2 �+ APPROVEDAnn Fowler 10/21/2020 0� 0 0 cthomas 10/15/2020 DATE: • CITY OF FRONTAGE IMPROVEMENTS 10/15/2020 ,R RENTON ANDREW MICHAEL CONSTRUCTION, LLC PAGE: FIELDBOOK: • COVER SHEET DRAWING NO: Planning/Building/Public Works Dept. 4920 SE 2nd STREET RENTON, WASHINGTON SHEET:1 OF: 7 Cl) z W 5 W O rr n 2 LLI Q z O rr H W LLI Cn U w Q Z L, 88.62 388 STA. 10+ 15.00 MONUMENT STA. 10+00.00 BEGINNING OF CENTERLINE x 90LF.1 12" D.I. @S=2.00% 5' X 5' AC ADA RAMP TO EXISTING EDGE OF PAVEMENT SEE DETAIL, BELOW STA. 10+80.34 23.29' LT. \` \ CB 1, TYPE 1, STD. PLAN 200.00 GRATE=388.00 IE=386.30, 12" �1313,�!5 2" AC RAMP 4" PAVING PER SECTION A -A (TYPICAL) I x $8 ,94. C2 8,79 FOUND MON. 2" BRASS DISK W/PUNCH DOWN 0.5' +/— (VISITED 2/2020) STA. 10+91.25, 13' LT. - BEGIN VERTICAL CURB & GUTTER, AND 5' SIDEWALK \-SSMH RIM=389.08 388.81 INV=381 .28(E) 390.93 (NORTH) 30.00' (EX. R/W) 13.5' 1.5% MAX. 5' SIDEWALK PER C.O.R. STD. PLAN 102 8' LANDSCAPE STRIP VERTICAL CURB & GUTTER - PER C.O.R. STD PLAN 101 n Li w U) z _0 ry C w W Li 4' 2" OVERLAY 2% SE 2nd STREET SAW CUT LINE 4" MIN. CLASS "B" ASPHALTIC CONCRETE PAVEMENT: 1-2" LIFT AND 2" OVERLAY 4" MIN. CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE TO BE DETERMINED BY FIELD CONDITIONS BY GEOTECHNICAL ENGINEER. SECTION A —A, VIEWING EAST OFFE ENGINEERS WASyo�'�,�t> N�To°°N 13932 SOUTHEAST 159TH PLACE ° RENTON, WASHINGTON 98058 ° PHONE: 425-260-3412 27460 F16NAl°° CONTACT: DARRELL OFFE, P.E. Ss 10/15/2020 LI Q0 d- ��,a I c NOTES: STA. 1 1 +47.00, 21.5' LT. orLO x a_ 5' SIDEWALK ANGLE POINT I © STA. 1 1 +58.00, 13.5' LT. 389,02 x 88,33�x 5' SIDEWALK ANGLE POINT I 5' SIDEWALK @ BACK OF VERTICAL CURB PROPOSED DRIVEWAY I - © STA. 1 1 +75.00, 13' LT. ON SEPARATE BUILDING PERMIT I END VERTICAL CURB & GUTTER APPLICATION AND 5' SIDEWALK I I STD. PLAN #406.1, WITH 6" CLEAN OUT AND CONCRETE PAD PER STD. PLAN #403.1 I 3 '88. 7 I EX. FIRE HYDRANT I . CB VW ATE=387.20 18"(N,E) =384.50, 12" W)/ZIE=384.50, =385.00, 12" S) I ----- _ B o 1 1 +00 --- 1'_--_- SE A ---�_ N�REET � ----- - 1 STA. 1 1 + 1 1 .52 13.0' LT. - LIMITS 16' DRIVEWAY APPROACH PER 7 "EF RIND CITY STD. PLAN #104.3 6" SIDE SEWER ��ERL,gy EX. 8„ SEWER MAIN CALC.=380.42 8" (EX. -EDGE f( `�� Q1/fin ar -- PATCH PER STD. PLAN # 1 10 5' x 5' ADA RAMP (WEST) SCALE: 1 " = 5' 3 REVISED PER CITY COMMENTS DATED 10/15/20 2 REVISED PER CITY COMMENTS DATED 09/22/20 1 REVISED PER CITY COMMENTS DATED 08/05/20 NO. REVISION SURVEYED: SCALE: 4 SITE SURVEYING, LLC DESIGNED: DLO 10/15/20 D. L. OFFE, P.E. DLO 10/ 1 /20 DRAWN: DLO 08/06/2tA CHECKED: ONE INCH AT FULL SCALE IF NOT ONE INCH BY DATEPPR APPROVED: SCALE ACCORDINGLY 5' x 5' ADA RAMP (EAST) SCALE: 1 " = 5' 2" AC RAMP STA. 1 1 +72.00, 12.08' LT. CB 2, TYPE 1, STD. PLAN 200.00 GRATE=387.82 IE=385.50, 12" 12+00 HALF -STREET OVERLAY REQUIRED - LIMITS OF 2" GRIND AND OVERLAY I (TYPICAL) VERTICAL: NAVD 119158' CITY O F HORIZONTAL: NAD 1983/183/1991 PRI RENTON DATU M Planning/Building/Public Works Dept. GRAPHIC SCALE 0 5 10 20 l inch = 10 feet R-413502 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING WASTEWATER UTILITY ff Scott Warlick 10/14/2020 jell Ann Fowler 10/21 /2020 W FRONTAGE IMPROVEMENTS ANDREW MICHAEL CONSTRUCTION, LLC ROADWAY IMPROVEMENT PLANS 4920 SE 2nd STREET RENTON, WASHINGTON DATE: 10/1`5/2020 E PAGE: SHEET: 2 OF: DoauSign Envelope ID: 6PECF5D6-602A-AE4A-B435-A311AA638878 DacJSign E;nvalope 11) 6EECFSB6.602A-4C4A-B436-A317AA638878 N•1 i M T- 1 LU I- vJ I- Z LU LU O rr 0- 2 LU (D I- Z O cc H U W z J E• RAISED EDGE DETAIL +' •� ir+ LEVEL i? EXTEND SIOFwALK TRANIMRSC 1' - 7 I' . ff 7!0• (III PRETAOLBEB JdhT Fa.LER vroaf R A'ANTS TO INCLUM RAIeED EPOS TYPICAL WHERE APPIKA LE ROV DING I Tp i 7Pr (IN) R. RJ ' FOR CIBETALs IJr SEE Dp E1aSTING ROADJfAN • € i,• Nk 1 L 1•S.. ZCRDBHEP RO"GA BEE RASEC E T • a SIDEWALK DETAIL -THIS SHEE 4TYPICA4 UNDER • CRUSHED jU}FAII TOP COURSIE fCSTC) ALL Cu­ MW, 91PEWALK 'CM'Acr To 95% L,oCIFIED Pfa(.`(:I(0 SL4FEj 1011714 RAIIIDEDGE IUNLE9a REQUIREMENT NNINEC RY €NGINEER5 TYPICAL kNX;t ALL { UHI OUTTERANMWALK CarcuNnER FOR CURD D[TAJIA CURB A GUTTER TO DC W T"KxNE9agN 1.e7L SEE BTD RAH 761 MATCH EXJWr NO ROADWAY CRUSHED Mo SAS[, WHICHEVER Ia GREATER OW FOR °pIJI ALL CURS a GLMERF. F • I FINISH12DURAD9 V IN)BELOW _.. D. TOP OF CONCRETE BVRFAC€ ADJACENT TO CURB 1, U' I. MIN RDU T ING 17 (II) R IYYP I. FOR CURE 1101d RFE BTD PLAN AN IQ 1�. yFJ xd RRInG,E OR PLOCSTRUN R/i1LI POR CURB MINUS ADJACENT TO CURB BARRIER -SEE MD17VULK Sri= bra PLAN 101. �ISTEEP FILL 9! OFFS) CONTRACT PIANa f FOR MRRIFR 7 rF PNf R. rTYP.} FLUSN I SIDFWAM{ VERTICAL WAIL- ,�•Y:. E,q BEE MTAII, r •r � • SC ((N1 PREMLLBED JOINT FILLER ADJACENT ADJACENT TO CUR@ AND RAILING OR WALL Wff PREIw6LDED JOINT I-RLLR FOR 6CE RUFFER STRr 1TTEArMCNT BIDEWAUf SIDEWALK ADJACENT TO WALLpETAIL tar 6WALK (SCE NOTE im SLC I IONS I!2' IINI LL FOR GURO DCTNLS _ 1.5'i1 MIN. BCE WID FILM Of ,�N��v e•• -} f BRPOMEP FINISH OR MAT4,4 EIdeTM TROM1'ELED PERIINEFER FINISHED ORADC V PN) BELOW TOP OF GOWRIII L. eURFACE FOR PIMlTiNG -FLUSH IF PAVED CEMENT CONCSLETL CURS ADJACENT TO BUFFER STRIP , w (CUM AND(3U7TFR RHrMlq FOR CURS P • , d f rl �' y' SEE BTD PLAN lot NOTES~ N.t 1. Four feet of the eido nik w{dm snap r 1 F,. tyb thn minimum pedowlan - / CONTRACTION JOINT TNUPEwALKONLY accexllN,n fine of vertk�l - WO horizontal ObEIFULtMSne. GMIIngs, AowsiCovors,JunGtpnBoam, �;+ FLal•DEPTHEIP'AVSIONJdHTWeD1Yl Cid4 Vaulla. Pu'18dxea and olhor CURB AND SIWNALK (RI 1TO PLAN iQL1) ■ppUnen UZ w1a11R the aldewelk a '.. Be, . C GONTRACTICN JOW mLLS1 be Hush With aurlaco, an4 matuh grade of tn9 Sidewalk. "r , ^j JOINT AND FINISH DETAIL Ito I•MalvlilhlcCanwntEoncreEeCurb and -Si.•L• �'. SNdeelAik IL not pm*IJtted In new for other referenced NOTES sue oonFtnctlon.WINtoe lacememwork STOPLAN 104.2. C,a MQn■RhIC Carom 30AJw Curb bid pA5gT Standard PionF•30.10-W. Pavedwrlacesmust comply with pNRLLE7i '. STD PLAN 102.1 as applieab4e. E FLILL.I�,EPTH 3. Concrete in be 4,ppQ PSL EXPAN31ON JOINT PUBLIC WORKS CEMENT CONCRETE ML PLAN - 102 DEPARTMENT SIDEWALK I-, ' J 4fl.4� ier. ilhA 10ef 17� 4 IC1Q -[ rT �'T=Ti i-T-7T BUTFALLTOSTRL'AII I DUNP MG POLL UTANTS T4DP IFa LF7ERING, ISOMETRIC - 14" 7014 8 EQUAL SPACES 1 D{RECTIUN OF FLOW w 1Ng' MAX SECTION A BOLT•DCWN SLOT SEE DETAIL AND � L31r NOTES: 1- 150LT-DOWN CAPAWIFY 15 RE•:DµIREPCN AL, FRAWS. ORATE$• AND COVERS UNLESS DTHFRWISE SPECIFIED PROVIDt TWO HOLES THE FRAME 7 HAT ARE VEH I ICALLV ALIGNED W I I H I HE GRATE DA COVER SLOTS. THE FRAME SHALL ACCEPTTHE -III I NC. x2-ALI.EN HEAD CAP $CREW Erf 1ErE1N4 TAPPED. allcjTHERAFPRDVEP MECHANISM. LOCATION OF BOLT -DOWN I IOGES VARIES BY MANUFACTURER, 2. REFER TO STAmiMF0 SPEOf?ICA noNN 9 05.15(2} FQR ADDITIONAL REOLpRt: MEN TS 3 FDR FRAME OETAILa. SEE STANDAR4 Pl AN 2GA.p0 12• I �TTra•� -k - SrB' �I BOLT -DOWN SLOT DETAIL SEI= NOTE SECTION B tSNL$SS 4TNFRIAISE NOIfC, DRAWING KNOTTOSCAIE (NT5} STD. PLAN - 204.20 PUBLIC WORKS RECTANGULAR VANED GRATIS 701MV DEPARTMENT GAZ 9/28/2019 1 r Hwr.r......,. DATE :45 14* FRAME AND VANED GRATE . A% a', 12- OR 24' ONE. N: BAR HOOP FOR G HEIGHT INCREMENT (tPACED ECUALLYI, SEE NOT 1 REC-TANGVLAR AGJUSTMFNT SECTION �g Sob ��•� � I n 1 s3 BAR FACH CORNER I I 1 S I � %3 BAR LAZH SIDE $1 ITAR FACH WAY PRECAST BASE SECTION PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER R61WPORCRO OR PLAIN 17, CONORETE ALL METAL PIPE is, CIII STU 09C, DU520 12' SOLID WALL PVC, SIC. SPEC. g-MI2111 16, PROFILE WALL PVC SIC. SPEC. 0 O'5.12J2J 18, ' CORRUGATED POLYETHYLENE STORM SEWER Pipe NOTIESE I AS ACCEPTABLE ALTERNATIVE$ M THE RE13AR SiJOWN IN THE PAII FIASE SECTION, FIBERS IPLACEn IN ACGURDAME WITH STANDARD 5PkCJ ICA ?ION 9 t15, 50(911, UR WIRL ML5N 1-LAVING A MINIMUM AIIEA Oh 012 SQUARE INCHES PER FOOT 9•iA.L4 BE USED wCI H THE MINIMUM RiEOUIREo REBAR SHOWN IN THE ALTERNATIVE PRECAST BASE SECTION. WIRE MESH SHALL NO1_8E FLAG€O IN THE KNOCkdUTS. A9 AN A(GCEPTAQLE ALTERNATIVE TO TNT REBAR IMOWN IN THE RECTANGULAR ADJUSTMENT SECTION, WIRE MESH HAVING A MINIMUM AREA OF 0.+2 SQUARE INCHES PER FOOT MAY SE USED. 2. THE KNOCKOUT DIAMETER SHALLNOT BE ORIII THAN 20'. KNOCKOUTS SHALL HNIF A WALL-HICKNES$ OF 2' MINIMUM Ta 2.`r MkXIMUM_ PROVIDE A 1.5' MINIMUM GAF BE1WEEN THE KNDCKTOUT WALL AND THI: OUTSIDE OF THE PIPE. AFTER THE PIPE 19 INSTALLED), F ILL THIr GAP WITH JOINT MOFLTAR IN AOGPR1I WITH STANDARD SPECIFICATION 9441 3. TFIE MAXIMJM DEPTH FROM THE FINISHED GRADE TO THE LOWEST PIPE INVERT SHALL BE 5 Vft7 4 THE FRAME AND GRATE MUST III INSTALI HTY WITH THE FLANGE DOWN. 5 IliC PRECAST IIASE SLCTION MAY I IAVI= A ROUNDCO FL OOR. AND THE WAI IA MAY gE R OPFID AT A RATE OF iH 2AV OR STEEPER 9 THE OFIENING $LIALL BE MCASVREQAT TILE TOP OF 111E PRECAST RASE SC-r,TiQN. I ALL PICKUP HGLEIS sI IALL pG 4RDUI rULL AFTER THE INLET HAS BEEN PLACED USE GROUT TYPE 2 FOR NON•6HRINK APPOCATK?N$ IN ACCORDANQfe WITH BTANPAPC SPEGIFICATIQN A•ZB Kl7} B ALL GRADF RINGS AND CASTINGSSHpLI BE SET IN MORTAR INACCORDANCT: WITH STANDARD 5PEL:IFIGA110N 9•SA 3. THLN APPLY MM IAH 101NSIDE AND OUTSIDE OF ALL JOINTS RINGS- RISERS, AND FRAMES, 9 MLW JAR 8t IALL BE MIXED ANDAPI'L11W I'Llt MANUFACTURERS DIRECTIONS 10 FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE 01 IAPPING WOOL FRAME IS F LUSH WITH PAMPALNT AS DETERMINED WITH A STRAIGHT EDGE L}F SUFFICIENT LENGTH I I. ALi. MORTAk JOENIH UHALL H6 THINSLIEU FLUSH ANU IIBMAIN VISIBLE UPON COMI ION. UNLVA Off IL KLWSL NOILG. URAWINCI 1'., NO IU SI.ALL III5) STD. PLAN - 200.00 P, v 4lnvi DEPARTMENT CATCH BASIN TYPE 1 GAZ 9/28/2018 a, ,. A..-,., .,,. DATE 63 HAN HIII 43 NAR EAGH CORNER T 8" MIN, SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION PUBLIC WORKS :4S DDcuSign Enf,elaps ID: 6EETr5D6-602A-4E4A-D43B-A317AA636678 FACE OF CLFRB & CEMENT CONCRETE 112' R 1.1T SIDEWALK RAMP g 12• ORLANDNG VARIES 5112. 1' FROM 1 a'• TO a 124TOP !f tia 1 ,mow +`• AY 3PREMOLDED 1R'R RI)Aow16" JOINT FILLER - 1( J S g s f� CEMENT CONCIiF'TE T : ° 3 CEMENT cor�cRETr= -(CW ` PEDESTRIAN CURB I AT SIDEWALK RAMPS AND LANDINGS T FRAME AND VANED GRATE 1'-$' x. LGGSf1T€IUPNPL.fTSaG FACE OF ADJACENT OURS COFlhAflfE r :'. "' . gt alaEwALR [c>=E6ETNLT7ta9T##F� CEMENTCONCRETE r TRAFFIC CURB AND GUTTER see DEPLTEsseocuae DETAIL THIS sltEEr TYPE C28 - ISOME- RIC VI _W FACE OF ADJACENT CURLS 124 (AMMFRCJAI , WrrH BUFFER) TOP OF 6 11r FLUSH WITH GUTTER IT 1 7` 12' R. ROADWAY PAN AT SEDEVVALN SEE NQrE T RAMP EN1 RANCE rLF.AN SLNRFACE AND BOTTOM AREA 1,12 - L 1:24 PROVIDE UNIFORM CONTACT. THE SURFACE ' N01 F8 TOP OF b AHEAUI- I}IE Na,}IL SECTIUN%1LJ8115E 1401 CEO 101 HE 501I OM AREA OF THE 1, When a driveway width exumda 15 fee:, CQnatruLt a full depth 1R-R. ROADWAY 1 ADA61MENT SECTION ADJUSTMENT SECTION CKpanslan JoInt whn 31B' Joint flllef a" the driveway lane Ilneii PKVDPOM 1ai:o etd. plar 102). Dona met exponslen JoArib pamllolwkh 0-c aTz.c, ■tor - 11�oMRsar11leaeMDerAa OM TFYeY1fT - - oy erAmu-ob Jo. ,n - . .f` Dan'JaMIns as rreaulred at 1S mexlmum spaeing when drNwIfrC widths exceed V_ am •Lm W'ICsic• r AT I [] RE55EICURB SECTION iO AT RESIDER"ItAL D1t1VCWAYSONLY. b `{ R TOP W. ITdMJrAY 2 Sec nd- plan 102 forckWwakdetalls. +, y� T71 w T FOR COT,1lAERCIAL DRNEWAY$ SEE STD PLAN 1I042 $. Curb end putter shown, ethar Qurb designs may be apLTcilied,' See III plan 101 for curb dNalle DEPRESSED CURB SECTION FACE. :)F CURD /f ` - 4 Ncd used AT SIDEWALK RAMPS r6 Ux•_- I. I -F -- i "N• 5 1f2� ,x 5 The tngincer will ftsign ail dflre ays NoTr_ AFa1Bk ++ILAFTH -1• 12' R. ,A DEPRESSED MDHIiLFIlE1C CURB 3 DU T f ER DETAL Points marked with Bymbel'X" N1 elevaaons are Se the back of3l8. .. R. FACE OF ADJACENT CVRI# 1 I � TO" Of ROADWAY GUTTER SURFACE - ■ r 4 p;+2� I `■ I / � > � I curb lop an u ph91 ><)do. 6 MolusTxJ, 7 Far ddvewey YY�tltha sea e bTTIVE1h1AY STANOAR�S p , , �. ^14 O - See NOTE 1U ( ) The o;"0A jointl (see Fd. IYSA 1021 Ahal I DL+ ■ J' `_ spsoed as shown in the ea"sponding 6umwJt vlwLl. _ +� _ B BASE SECTION 9. $topBls shall I:omply with aDOLIGns R303.2.1 v R343,2,2 or .. AGIAfr+T� PREtgI,.GED JOINT FILLER 1 R3332.3 of the Reviaad Draft Guldellnc% rm Acceaalble Publ k; 1' V R. Righb-ur Way DFTddvcI 23, 2005 (PRI]WAG;. i E FULL-1]EPTIi 8114' NOTE3s EXPANSION JOINT r 1` R. 1, THE LAVER OR ORATING OF A CATCH BASIN SHALL NOT 8E ADJUSTED TO FINAL {BRAISE UNTIL THE FINAL ELEVATION OF THE FAVEMENT GUTTER. PLACED 9, CUM rrtumm hpr any Type C-MAX 0Mtraway may be approvedl an 1• R CEMENT CONCRETE: DITCM OR SIDEWAME W WHICH IT IS TO BE HAS BEEN ESTAK'SHED, AND UNTIL PERMISSION THEREAFTER 1$ GIVEN BY THE ENGINEER TO MORTAR IN PLACE 1N ACnORDAHCE W 1TH VVSOMfAPWA 51ANDARD SPECIFICATION 7-05.3. 8 ca wbv-cme desis - �4411'IiiL BUIR°ILCF ° TRAFFIC CURB 2 SHIMS SHAtLNOt BE USED 10 BET TAAME TO GIRA1712 tHEUSE DI' SHIMS IB PROHIBf1EO 10. STREET STANDARDS • Renton Murildcal Code JiMC] O A "GNTINU9US LAYER OF MORTAR SILALL BE P-KE413CTTVC _N AT3JVSTMFNT RINGS AND BRICK$ PRIOR TO PLACEMENT. Thla IV DevELppmiRr RqulatLO11a DEPRESSED CURB DETAIL 4 GNI-V BY APP90VAL OF THU CITY, THE USE OF 5RICKE 18 PERMITTED WHERE THE ERICK$ AW ST.11IGGEREV TO ClI A RUNNING BOND ORX BOND CNr1PTER6STREFT'ANDUTIUTYSTANDARD5 AT RESIDENTIAL OR COMMERCIAL DRIVEWAY$. AND ALLEYS 5 BASE SECT" SHALL BE SEALED TO THE BOTTOM AREAO! THE AZJL67MENT SECT40N WITH MORTAR Seljo;i44600STRE(TSTANDARDS DEPRESSED CURB DETAIL e. MORTAR SHALL MEET TNf REOUIREMENI OF oVS001rAPwA 5TANDAR0 SPECIFICATION 6 a4.3 AT RIBIDENTULL D cOmwf%cmi. oR_ EwAV%, rW6AL1JM DRIVEWAY STANDARDS - Renton MGmictpel Code (kMC) 1 PICK UFTINQ lHOLIES ARE TO BE GROUTED WATERTIGHT JSE GROUT TYPE! 2 FOR NDN•SHIFHNK APPLICATION$ INACCORDANCE WITH SF4NDAR13 T1tIeIYlk+reiopmrnlFNryuletlDns Drivl3wiayE%Hf11¢le: TYMC10 GENERALNGTE$: SPEGITICAlION42U3j2J CHAPfEft4 R�KeaHon0e1 [iN;a^*B-rat } ! and canlrac 1, $a Seestandard plans 102 and i01.T for curb Bxpanstan Wn ant Spacm4. a MORTAR $HALL 9E MD(ED AND APPLIED PER MANUFAC7UREWS DIRECTIONS. ClTY-VADE PROPEFtT`t DEVELOPMENT STANDARDS NAanber of Larlee Z, EW3rislgn Jpinl T11,411 tic fe1 depth, 3/8'' lln j premulLiLd IDlnt Alter. FRAME SHALL BE APAII D TG PAVI=MENT GRADE 13Y TAP-ING UNrIL FRAMF IS F40FH WITH PAVEMENT AS DETERMINED WITf• A STRALOFT Goer OF SwIm(W-4 I.A.T. Comistmatil 44-0SO PARIQNG, LOADING AND DRFVE WAY 3. For 4apfossw MDnalithic Dbveway Curb 1k GLNpur Section, me StvIrdard Plan 104.2 SUFFICIENT LENGTH. R.PwIller SUVI lk-k-NP 9uR.r REcuLGULn AtllaNs 10. ALL MOF#TAR 3Q1N73 SHALL BE TRIMMED FLUSH pN4 REMAIN V781BLE UPON COMPLETION• YCIBLIC WORKS DF.PARTMItiNT CEMENT CONCRETE CURBS STD. PLAN - 101 + * D1 � M4NN`: CEMENT CONCRETE: itND DII TAY Et11TR.ANCE3 - R+IOTEs At'+ID piE'7AIL5 SM. PLAN - 104.9 I. ? LINLr.55DT11rawlsrNrnrc•n11Aw�NclSNarrre3cnlT;NTT) n l STD. PLAN • 2e72.Q0�`� 71fr1�l PUBLIC WORKS DEPARTMENT CATCH BASIN INSTALLATION „'G'AZ 9/28/201H 19:45 )Ayr OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. �yL F WAS / NiNc°� 274so °dx -c1sTIF ER�C�\°� 10/15/2020 SURVEYED: 4 SITE SURVEYING, LLC SCALE: DESIGNED: D. L. OFFE, P.E. 3 REVISED PER CITY COMMENTS DATED 10/15/20 DLO 10/15/20 2 REVISED PER CITY COMMENTS DATED 09/22/20 DLO 10/t/20 DRAWN: ONE INCH 1 REVISED PER CITY COMMENTS DATED 08 05 20 / / DLO os 0s 20 / / CHECKED: AT FULL SCALE NE INCH SCALE OACOCORD ACCORDINGLY NO. REVISION BY DATE APPR APPROVED: VERTICAL: NAVE) 1988 HORIZONTAL: NAD 1983/1991 DATU M ._8%NML1 /WR X 5/6-D OUMMY JOINT HffNOIII _41 a' -a• 3/87 PREMOM JOINT FtLI_[R (TTP) JNIGP FACEOF FRAMEITLWATIE PRNIAIE a f,9RATL CUM 5 7 2' 1' tI•a9�j 1' K. I • R. /^ RCI Q AY . BLCIBE - b• •• b F ti b' b GENERAL NOTES. FR4MEA.N501HATk -Not N'111DF 3 IN CURB AND BLRTBtR1P rMM TQA CF .. :. _ ROADWAY ••i ADJUSTRIEWSEMION NOT1NfYJNPED iNf,A'JRBAf1l.}I Q1jT1@LDID Ipt4A '. CATCH >1M N - NOR L40LUDED ' A P. its CURTiANb4vrr RwoIIE3J CiMIJITCONCRETE CURN AND GUrMII I �fJr ��r • r'R' . 1. The Intent of thla daslgn Is to fadlWD tho mmmial of a catch basin vAth Mnimal dl&Wftn(* i Of tho GnU. 2. The expanslon Joints of to adjacent sidewalk shall be adjusted W be In `. IlsDase vAlh th expansion lice curb I (1 1 ISO�ET{2IC VIEW r,5 V. CEMENT CONCRETE CURB ll m. PUN - 101.1 PU13LIC WORKS INSTAi.LATION AT FRO ❑: a DEPARTMENT CATCH BASINS AoftL CITY OF P"RI RENTON Planning/Building/Public Works Dept. SECTION (D R-413503 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Scott Warlick 10/14/2020 SURFACE WATER UTILITY '' jfarah 10/14/2020 DATE: FRONTAGE IMPROVEMENTS 0/1`5/2020 ANDREW MICHAEL CONSTRUCTION, LLC F CITY STANDARD DETAILS PAGE: DRAWING N0: 4920 SE 2nd STREET RENTON, WASHINGTON SHEET:3 OF: 7 Ln co T 0 w U) Z w w O OC n Z w a I- z O rr H w w 0 z L QC PLANT SCHEDULE BOTANICAL NAME COMMON NAME TREES Ulmus americana 'Princeton'* Princeton Elm Note: tree caliper is measured 4' above finish grade *Considered drought tolerant in Pacific Northwest once established QTY SIZE 1 2" cal REMARKS Full and Matching, min. 8'-10' ht All street trees to be specimen grade with a single leader. Tree height listed is from top of rootball to top of tree at time of planting. Damaged trees shall be replaced with same species and minimum 2" caliper. Per RMC 4-4-070 (F)(2), minimum 1 street tree planted per address, where curb cuts, driveway, and utilities do not allow the required trees to be planted. Per RMC 4-4-070 (F)(3), where there is insufficient space or no public frontage, street trees are required in the front yard. Install watering bags on all trees unless other watering arrangements have been made. SHRUBS and GROUND COVER BOTANICAL NAME SHRUBS and GROUND COVER AZ Azalea sp. 'Hino Crimson'* FG Pennisetum alop. 'Burgundy Bunny'* COMMON NAME QTY SIZE REMARKS PRUNE DAMAGED TWIGS AFTER PLANTING PLACE IN VERT. POSITION: DOUBLE LEADERS WILL BE REJECTED NOTE: KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES. HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FINISH GRADE. PROTECT TRUNK AND LIMBS FROM INJURY. BACKFILL TO BE SETTLED USING WATER ONLY - NO MECHANICAL COMPACTION. REMOVE ALL WRAP, TIES & CONTAINERS, REGARDLESS OF MATERIAL. (2) LODGEPOLE STAKES, PLUMB WITH ELASTIC CHAIN -LOCK TYPE OR RUBBER GUYS TIED IN FIGURE EIGHT; REMOVE AFTER ONE GROWING SEASON PROTECTIVE WRAPPING DURING SHIPMENT TO SITE AND INSTALLATION REMOVE AT COMPLETION OF PLANTING LAWN PLANTING; PROVIDE 3' 0 "NO GRASS" TREE RING AND 2" DEEP MULCH LAYER IN WELL. HOLD BACK FROM TRUNK 8" TO 10" FINISH GRADE PREPARE PLANTING BED PER SPECS; AT MIN., LOSS - AND MIX SOIL TO 18" OR DEPTH OF ROOTBALL AND TIMES BALL DIAMETER REMOVE ALL WRAP, TIES, AND CONTAINERS Evergreen Azalea 3 2 gallon Full and Matching SCORE ROOTBALL AND WORK NURSERY SOIL Dwarf Ft Grass 2 2 gallon Full and Matching AWAY FROM PERIMETER ROOTS SET BA ON NDIST RBED BASE OR COMPACTED LL U U MOUND UNDER BALL PENETRATION TO SUBBASE (+) 24" Kinnikinnik As req'd 1 gallon Full and Matching/Plant 30" o.c. Heather As req'd 1 gallon Full and Matching/Plant 30" O.C. DECIDUOUS TREE PLANTING/STAKING DETAIL Plant in groups of minimum 15 plants of each species *Considered drought tolerant in Pacific Northwest once established W W W W W W W W W W W Turfgrass Lawn. Seed or sod 3x THE ROOTBALL DIAMETER SHRUB - PRUNE AS DIRECTED BY LANDSCAPE ARCHITECT HOLD MULCH FROM STEM MULCH LAYER 4" SAUCER FOR WATERING BACKFILL. SEE SOIL SPECIFICATIONS SCARIFY ROOTBALL ON CONTAINER MATERIAL. REMOVE TOP 1 /3 OF BURLAP ON B&B MATERIAL DUST ROOT BALL WITH ROOT GROWTH HORMONE NOTE: APPLY ADDITIONAL 4 OZ. 8-32-16 FERTILIZER INTO TOP 2" OF PLANTING MIX. PLANT SHRUB HIGH ENOUGH TO ALLOW POSITIVE DRAINAGE AWAY FROM ROOTBALL. ROUGHEN ALL SURFACES OF PIT. SHRUB PLANTING DETAIL NOT TO SCALE �•a 0 2" MULCH LAYER FEATHER EXCESS _ SOIL UNDER MULCH 1 " MULCH AT CROWN 1 /2" ABOVE GRADE 1" ABOVE GRADE �� RREPAR PLANTIN BED' 2. O NOTE: REMOVE CONTAINER AND WORK ■ ROOTS FREE OF SOIL. BACKFILL TO BE SETTLED USING WATER ONLY. SEE PLANT LIST FOR PLANT SPACING. LESS THAN 1 GALLON CONTAINER 1 GALLON CONTAINER and LARGER ( PLANTED BEFORE MULCH) ( PLANTED BEFORE MULCH) GROUNDCOVER PLANTING DETAIL NOT TO SCALE lon' NDMI SURVEYED: DESIGNED: DRAWN: CHECKED: A P P R I APPROVED SCALE: SCALE ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NOT TO SCALE LANDSCAPE NOTES STATE OF WASHINGTO JEFF M. VAREEY CERTIFICATE No. 774 1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER SITE IMPROVEMENTS AND CONDITIONS PRIOR TO STARTING LANDSCAPE WORK. 2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR IS TO PROMPTLY ADVISE OWNER OF ANY DISTURBED UTILITIES. LOCATION SERVICE PHONE 1—800-424-5555 3. CONTRACTOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL FOR 1 YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF GROUND COVERS AND PLANT MATERIALS UTILIZING ON —CENTER SPACING FOR PLANTS AS STATED ON THE LANDSCAPE PLAN AND MINIMUM PLANTING DISTANCES AS SPECIFIED BELOW IN THESE NOTES. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON THE DRAWINGS. 6. SUBGRADE IS TO BE WITHIN 1/10" OF ONE FOOT AS PROVIDED BY OTHERS. ALL PLANTING AREAS TO BE CLEARED OF ALL CONSTRUCTION MATERIAL AND ROCKS AND STICKS LARGER THAN 2" DIAMETER. 7. 4" DEPTH NEW TOPSOIL IN NEW BEDS SHOWN. ROTOTILL INTO TOP 6" OF SOIL. 8. ALL BEDS TO RECEIVE A MINIMUM 2" DEPTH OF MEDIUM BARK MULCH. 9. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERTILIZER 4-2-2 PER MANUFACTURER'S SPECIFICATIONS. 10. ALL PLANT MATERIAL SHALL CONFORM TO AAN STANDARDS FOR NURSERY STOCK, LATEST EDITION. ANY REPLACEMENTS MADE AT ONCE. A. GENERAL: ALL PLANT MATERIAL FURNISHED SHALL BE HEALTHY REPRESENTATIVES, TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL GROWTH HABIT. THEY SHALL BE FULL, WELL BRANCHED, WELL PROPORTIONED, AND HAVE A VIGOROUS, WELL DEVELOPED ROOT SYSTEM. ALL PLANTS SHALL BE HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. B. TREES, SHRUBS, AND GROUND COVER: QUANTITIES, SPECIES, AND VARIETIES, SIZES AND CONDITIONS AS SHOWN ON THE PLANTING PLAN. PLANTS TO BE HEALTHY, VIGOROUS, WELL FOLIATED WHEN IN LEAF. FREE OF DISEASE, INJURY, INSECTS, DECAY, HARMFUL DEFECTS, AND ALL WEEDS. NO SUBSTITUTIONS SHALL MADE WITHOUT WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT OR OWNER. 11. NO PERMANENT IRRIGATION SYSTEM IS PROPOSED. TREES LOCATED ON THE PROPOSED LOTS WILL BE IRRIGATED BY FUTURE HOMEOWNERS. LANDSCAPE STRIP PLANT MATERIAL IS CONSIDERED 100% DROUGHT TOLERANT AND SHALL BE PROVIDED TEMPORARY IRRIGATION FOR THE FIRST TWO (2) YEARS. 12. HOME BUILDER SHALL BE RESPONSIBLE FOR INSTALLING PROPOSED LOT TREES UPON COMPLETION OF THE PROPOSED HOMES. STREETSCAPE PLANT MATERIAL SHALL BE INSTALLED BY DEVELOPER. 13. TREES SHALL BE STAKED WITH 2" DIAMETER LODGEPOLE PINE STAKES, OR APPROVED SIMILAR. REMOVE STAKES AFTER 1 YEAR 14. TRIANGULAR SPACING FOR ALL GROUND COVER. VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 MY Y OF RENTON ■ DATUM Planning/Building/Public Works Dept. R-413506 IN COMPLIANCE WITH CITY OF RENTON STANDARDS FRONTAGE IMPROVEMENTS ANDREW MICHAEL CONSTRUCTION, LLC LANDSCAPE PLAN 4920 SE 2nd STREET RENTON, WASHINGTON DATE: 06/21 /2020 FIELDBOD PAGE: DRAWING N0: SHEET: 6 OF: 7 FOUND MON. IN CASE CITY OF RENTON #1503 N: 181067.8826 E: 131 1396.6750 COPPER PIN IN CONC. MONUMENT DOWN 0.7' +/- (VISITED 10/2018) I I I I I I I I I I m aoIt - 10U Imrn N 09 I Ip I N I I IWw oSN `O I i*- InI0 oo o I Zv I I i I S 83' 584 - W FOUND MON. IN CASE CITY OF RENTON #478 N: 178418.3636 E: 131 1352.4030 1 /4" BRONZE PIN ON CHIPPED CONC. MON. POST DOWN 0.65' +/- (VISITED 10/2018) PORTION OF THE SW 1/4, NE 1/4, SECTION 15, KING COUNTY, WASHINGTON T WP. SSMH RIM=388.15 INV=380.25 (CENTER 8" CHANNEL) 23 N. , RGE. 5 E. , W. M. - N 89'41'09" W- 217.44' SS SS SS SS SS -- EDGE OF PAVEMENT c _ 4 0 " L -4S� 2�- SS rr `SSMH p RIM=NOT SET N S`R-1700 OLS - INV=381.41 - 0- - C.0 RIM=389.08 INV=381 .28(E) NOTE: THE UNDERGROUND UTILITIES SHOWN HEREON ARE BASEC UPON EXISTING AS -BUILT DRAWINGS, AND ARE NOT GUARANTEED TO BE CORRECT, NOR ALL INCLUSIVE. ALL UTILITIES MUST BE VERIFIED PRIOR TO CONSTRUCTION. CALL 1-800-424-5555 FOR UTILITY LOCATORS. FOUND MON. IN CASE PUNCH IN BRASS DISK IN CONC. MON. DOWN 0.45' +/- (VISITED 10/2018) 2.50' NORTH & 0.18' EAST OF CALCULATED POSITION N 89'41'09" W 50.01' SSMH-- RIM=390.76 INV=378.99(8"N) -„ 93(8"W) .89(8"S) 30' H z Nt rl 30' 2j�44, \} 13 T 5 H ST1 EDGE O-�S 38g_�� SS R=170 00- J ENT SS 4 34' 4- L R=1 700. , SS =432. 500p =g• " \ - L=279. 9,3 I - I N 89'41'09" W 50.01' _ SSMH N 89'41'09" W 217.44' RIM=387.86 INV=379.67(W) O co I 1 N 0' 2 0' 4 0' BASIS OF BEARINGS IS PER PLAT OF PUGET COLONY HOMES, VOLUME 86 OF PLATS, PAGE 59 6 TOTAL SITE AREA= 17,040.8 S.F. OR 0.39 ACRES +/- z SITE ADDRESS: 4920 SE 2ND ST, RENTON, WA 98059 TAX PARCEL NUMBERS: 6928000480 LEGEND SS = SANITARY SEWER SD = STORM SEWER G = GAS LINE W = WATER LINE © = GAS VALVE ® = WATER VALVE ® = WATER METER = FIRE HYDRANT ® = CATCH BASIN p = MANHOLE = UTILITY POLE = LIGHT POST �5 = GUY ANCHOR g = SIGN E❑ = POWER VAULT/TRANSFORMER ❑r = TELE./TV PEDESTAL ® = HANDHOLE QQ = BUILDING HEIGHT = SECTION CORNER X = QUARTER CORNER 0 = FOUND MON. IN CASE 0 = FOUND PROP. COR. AS NOTED • = SET 1 /2" I.R. W/CAP #29538 TREE SCHEDULE M =MAPLE F = FIR LEGAL DESCRIPTION LOTS 36 AND 45, PUGET COLONY HOMES, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 86 OF PLATS, PAGE 59, RECORDS OF KING COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. VERTICAL DATUM: NAVD 88 CITY OF RENTON SURVEY CONTROL POINT #1503 1/8" COPPER PIN IN A CONCRETE POST MONUMENT DOWN 0.7' IN A MONUMENT CASE AT THE CONSTRUCTED INTERSECTION OF NE 4TH STREET AND UNION AVENUE NE ELEVATION = 401.02 FEET LINE BEARING DISTANCE L1 N 11'41 37 W 30.00 L2 S 09'07 14 E 30.00 L3 S 09'44 56 W 30.00 L4 N 12' 19 19 E 30.00 CURVE TABLE CURVE RADIUS DELTA ANGLE LENGTH Cl 1700.00 2'34 23 .34 C2 1700.00 2'3412 .25 775.00' C3 1670.00 2'34 23 C4 1670.00 2'34 23 .00 co CO O +� co E4 U O U �a Q) Lo co A E , a U) O \�z� co A_ I cr Cj W c'j Lo �--� CCQCQ W 41. E- z O H u W � W E-I m z O O � Q � z � wz�,� w o z O I -I C� � w Q z O N N Of o m m z o 16 Q � 2 � � U SHEET OF 7 7 JOB NUMBER 20025 R-413507