Loading...
HomeMy WebLinkAboutLarge FormatFD MIC CONC MON W/BRASS DISC DN 0.3' :><:: --J ~ W o (f) o Z o o I ~ '---0 0 z 0 0 ~ W ~ I: l; T-i T-i 0 to ro L{) ro CO 0 m " S 8'23'09"E 30.00' 30 I r----R/W-J SE 162ND STREET ) S88'29'39"E 99.00' LOT 4 8,834 GROSS 6,854 NET HOUSE #16204 (TO BE REMOVED) -'"" ;~ ._~ ______ ",~-= __ , , __ \ __ .. ~" __ '-.,_,,:, __ ~_, ___ ~ __ -;-:::~~-'C"_;~ \. r z LOT 2 5,034 SF z S88'29'39"E 730.79' LOT 1 5,039 SF W/ WASHER "15025 o CD 0,J o o o CXJ CXJ o o :::tl::: ---'-' '~-', --,-'--- V') c 0 ..... en C (1) E 0 0 Q) t9 « $ "".c,:L-",,-' ~~_,.c.-'-..j,",~~.,.o;.. -"-~~~:"~ ___ II . I-3: N 50.65' ~~~~~~/~/~~~~------~~~S~8~8;'~2~3~'0~9~'~'E~~1~0~1~.~371~,~~~~~~~~~~--1 co /<'7/J I /////J ----l-, - --" ~1 ~ALL AREAS NO~ PLANTED L{) ~ ~ WITH TREES & I SHRUBS MUST ~ ~~/~~: BE PLANTED WTH GROUND 0:::;; Z f-l!.. r ~ f'(( /1 COVER PLANTS W IY 0 Z (f) ~ &l;(Y" /1 1 (f) 0 f=W Z QY///I Of-z:::;;o ~////I -"------~:~~-------/~i LOll 5 o (f) Q. I") 0 W I") / / /, W (I) LL /////~ (f)uWf-(f) /1 5,065 SF o . /1 (L ~ 012 . '/, 10' PERIMETER o Wo:> y/I, IY b . / / / '" LANDSCAPING STRIP (L~ ~ ~~~' SET REBAR/CAP "15025" PARCEL #0088000281 SIGNIFICANT TREE TABLE ID SPECIES DIAMETER #1 DECIDUOUS (8)6" #2 DECIDUOUS #3 WALNUT #4 DOUGLAS FIR #5 DOUGLAS FIR #6 DOUGLAS FIR #7 DOUGLAS FIR #8 DOUGLAS FIR #9 DOUGLAS FIR #10 DOUGLAS FIR #11 DOUGLAS FIR #12 DOUGLAS FIR 16" 22" 28" 28" 28" 32" 18" 18" 28" 32" 30" TOTAL=328" TREES SAVED 28" 28" 28" 32" 18" 18" 28" 32" 30" I 24211 (74%) GARAGE (TBR) SET REBAR/CAP "15025" NOTES: 20 0 .... IN FEET 10 ! 1 inch = 20 ft. LEGEND o PROPOSED STREET TREES ~ PROPOSED SHRUB PROPOSED GROUND COVER 10 ! 1, ALL PROPOSED LANDSCAPING AREAS SHALL MEET THE REQUIREMENTS OF RMC 4-4-070. 2. EXISTING TREES TO BE RETAINED (AS NOTED) APPLY AS LANDSCAPING REQUIRED FOR FRONTAGE ALONG SE 162ND STREET. 3. ALL TREES, SHRUBS & GROUNDCOVER PLANTINGS SHALL BE DROUGHT-TOLERANT AND SHALL CONFORM WITH THE CITY'S APPROVED PLANTING LIST. .... UJ ~~ a.. .... I-Z 0::::("(') ON ::cl- U') .... 0"1 >-N O::::u «UJ ZU') -.... ~~ .....J n UJUJ g:z JOB NO.: DATE: Z UJ ~ 0 0.. 00 a N 0 ....J 0 UJ 0 > 00 UJ 00 0 0 a UJ # l-x « ....J I- UJ ~ ....J 14003 7/30/14 DRAFTED BY: TLR CHECKED BY: EJG z o I- Z UJ c::: SCALE: 1" = 20' 4 OF 4 ;l ;i ~ --~~~:. ';~J ~~~ :ft', ,;;::: ---.-' FD MIC CONC MON W/BRASS DISC ON 0.3' SET REBAR/CAP "15025" PROPOSED LoT LAYOUT SE 162ND STREET S88"29'39"E 730.79' r o~ 1")0:: · ,.' -_L '---SET PK W / WASHER "15025 I :s: W '-. 0 U') u W Z 0 > u « ::c l- "¢" co .-I .-I 0 OJ f'. 0 n co Lf) co :s: w '-. 0 'i--- u Lf) Z 0 ~ u I I , , I I , , , , .6.=89'58'26" L=23.56' R=15.00' ------------lO.-:ER~~::~: _J ------~ LANDSCAPING STRIP ~ I , , , I I I • I Lf) , LOT 5,892 : VIA SHARED ACCESS EASEMENT ~ I S88'29' 39"E SF co 3 w 'i--- Lf) ~ z ;<t /' LOTS 3 & 4 TO ACCESS I'"') I ~~---;' ____________ ~9~9~.O~0~' ______ ~~ ______________ --J ~ , , I , I , , I I , I , , I , , LOT 4 8,834 GROSS 6,854 NET HOUSE #16204 (TO BE REMOVED) C'J "<t OJ OJ LOT 2 w 5,034 SF ~ ~ C'J ~ z ~---------------------------~LOTS 1 & 2 TO ACCESS VIA SHARED ACCESS EASEMENT LOT 1 5,039 SF -----2-J..-__ -~-. _~_ ;~-~_-c.."~~ .. ~'"~_L'_-. __ -•. _,.: .. c .• _____ c· 0l~r---~--__ ~5~0~.6~5~'~~~~~~~~~~~~~~~~--j ::.:: --l ~ W o V) u Z o u 30' I----R/"J,I----t-l CO I IS88'23)09"E 101.31' : ! ! -l----~ I O:2Zf-\.c. ~ : wO::oz(/) r-U1 , 1 ~~ r=w Z 0 , z:2o· --1----_______ -2lUlWW<D 0 1 0:: ::-f-lIl-{l6 ---- - --0 : o(/) Q~~~ri w(/) lL. : U)tj.!-(/) I ii:U :20 : o<{~~ : g::o ~ 1 N SET REBAR/CAP "15025" I I I , I , , , , , i L01 5 ~ 5,065 iSF i ~ 10' PERIMETER , LANDSCAPING STRIP I PARCEL #0088000281 RENTON BUILDING SETBACK REQUIREMENTS: FRONT = 15 FEET (GARAGE=20 FEET) INTERIOR = 5 FEET STREET SIDE = 15 FEET REAR = 20 FEET GARAGE (TBR) w o to N o o o CD CD o o :::tl:::: RECEi\/ED t\UG 1 ~ .. env O~ r:;i:N,i(/ PLANNING D\\!i:, 20 0 .... IN FEET) 1 inch = 20 ft. Vl C (l) E ..... o o Q). t9 .~:_~,(~~-:::.'~~'"'''.''_\y:;::'''_~1~:;';:'::: :'~' .~::...:.' ~;_" -'~ . $ .... I-UJ «Lf) -JO::: 0-.... ~ Z u.J ~ 0 a.. 00 I-Z o:::m ON ::cl- V) 0)' >-N O:::u «UJ ZV) 0 N' ~ .... o:::t ............ n UJ Z 0 -I 0 u.J 0 > 00 u.J 00 0 0 0 u.J ::t:I: r-X « -I I- u.J ~ -I JOB NO.: 14003 DATE: 7/30/14 DRAFTED BY: TLR CHECKED BY: EJG z o f- Z UJ cr:: SCALE: 1" = 20' 3 OF 4 CITY OF RENTON FILE NO. RENTON PRE-APPLICATION NO. PRE-14-00011S PROJECT DATA OWNER/APPUCANT: LIMELIGHT DEVELOPMENT 14508 NE 20TH STREET, SUITE 200 BELLEVUE, WA 98007 SURVEYOR: GEODIMENSIONS, INC. 10801 MAIN ST, SUITE 102 BELLEVUE, wA 98004 CONTACT: EqWIN GREEN JR. 425-458-4488 PLANNER: GEODIMENSIONS, INC. 10801 MAIN ST, SUITE 102 BELLEVUE, WA 98004 CONTACT: ANDY McANDREWS 425-458-4468 ENGINEER: l SPRINGLINE OESIGN, LLC 3131 WESTERN AVE, SUITE 501 SEATTLE, WA' 98121 CONTACT: PETER APOSTOL 206-957-8311 SITE ADDRESS: 16204 114TH, AVE SE RENTON, WA !98055 , ' TAX PARCEL INUMBER: 0088000280 • ZONING: R-8 PROPOSED, NO. OF LOTS: 5 AREAS: , ' TOTAL SITE AREA fs 29,912 SF OR 0.69 ACRES ROW DEDICATION = 48 SF PROPOSED LOT 1 = 5,039 SF GROSS PROPOSED LOT 2 = 5,034 SF GROSS PROPOSED LOT 3 = 5,892 SF GROSS PROPOSEDLQT,4,7' 8 834,.,SF,C;ROSS ,,', ",;,'!';,;"O"""'",,/. ji~~;~_ ~~_~~.c_CE~S·S~ESM ~t~:~lj:,C 980 .(S·Fi~i2,\~':ft~~~'; :,d~~~;J~tir~f~~~~~~::~~~f~~t~'Z;,i';ict;$~~_:~~' NET AREA = 6,854 SF PROPOSED LOT 5 = 5,065 SF GROSS CRIllCAL AREAS: NONE LEGAL DESCRIPTION ": ,':-. ~~\: THE NORTH HALF OF LOT 6, BLOCK 4 OF AKER'S FARMfNO. 6 AS PER IN VOLUME 42 OF PLATS, 'PAGE 15, RECORDS OF KING COUNTY, WASHIN :~: VICINITY MAP: NTS , ! \ I RECORDED r -FD BRASS SURFACE MON CITY OF RENTON CONTROL PT #896 N: 170706.004 E: 1303177.358 Z: 408.874 S88'46'16"E CD 0~-----2659.00' CALC'D POSITION J PER CITY OF RENTON CONTROL ~ CONTROL MAP N "'!""""'------...:..:..- SCALE: 1" = 100' ~ <.0 0) o ........... N FD MIC CONC MON W/BHASS DISC DN 0.3' ..r_+--___ S88 '29, 39"E 730.79' r- N (f) o 0:: '--' -~I co Ii) S~162ND S~J O-------J (/) c o (/) C (lJ E Cl o (1) 19 a t<) <.0 Ii) <.0 SITE t ~o~ --3oLL / FD MIC 1 ~-o 1 CONC M' N W/TACK & LEAD ON 0.3' S88'03'34"E 727.89' J SE 164TH ST FD MIC\ CONC MON W/BRASS PIN CITY OF RENTON CONTROL PT #1863 N: 167989.621 a/ o Ii) ~ E:1305752.848 ~ ... '" Z:459.08 w CJ') . ","j,,,,,'~ -'-£.'~~~ . $ ... I-~ ~o:: 0,.; ... 1-2 0::("1") ON II- V') ... CJ) I- Z UJ' '~ 0 a.. 00 0 N 0 .....J 0 UJ 0 > 00 00 >-N O::u «UJ 2 V') UJ 0 0' ~ ... ~ M UJ 2 0 L1J , :t:I: l-X « .....J I- L1J ~ .....J JOB NO.: 14003 DATE: 7/30/14 z o I-- Z UJ c:r:: z 2 1-_______ ...... _ Oc c; ~~ \l DRAFTED BY: TLR N ~:>l [1 ________ --11 ~ (;,~ ( ....... lJ.~: CHECKED BY: EJG (.!J 0 ::::> ~~ 1----------11 .« .,-1" = 1 00' g;::;; SCALE: o .---------------~ 1 OF 4 20 II SSMH----- RIM=4HO,02 cm CHAN=466_02 IN N, OUT W 0 10 -III I 1 IN FEET ) inch = 20 ft. --..--------.-.----.-~-:>.- SSMH f"'IM=479.35 6" PVC IN NW & NE 8" PVC OUT S CTR CHAJj=471.9S 10 1 V) V) I i V) V) V) &? , UJ (J) UJ ~ J: '~ o 22"DE6 l- V CO ,.., ,.., 0 (J) '" 0 I") to tf) to W ,- Z '- "'---12" CONCPIPE IE=,476.98, '- ~:>"F,...------cm-K PIPE ![=476.58 164TH ST TOPOGRAPHIC SURVEY OPp 4" AC (R) ------\eI-----I,./-~ ~/--------w Ji----i--i---I---~'';/m--iiil-.iJii.m~gJDiifiijDmRiill'IJii H.mml~_a.m_m •• m~--;~:.;,:.;,~~n-------w---- HOUSE #16204 (TO BE REMOVED) -- --- PARCEL #0088000281 I I I I I S88'29'J9"E 730.79' CHAN=469A3 GARAGE (TBR) SET REBAR/CAP "15025" ~rE~ . ~ 0,,- 1")0::: ~ .. W/ WASHER "15025 o ill C'l o o o co co o o ~ -.J W U 0::: « ~····/~[L ;y co y I .J SURVEY LEGEND EDGE OF ASPHALTIC CONCRETE \ \ \ \ \ \ \ \ BUILDING LINE C CONCRETE CURB CO CLEANOUT CON CONIFEROUS TREE I' <l "' .•. ~'J CONCRETE SURFACE CRW CONCRETE RETAINING WALL DEC DECIDUOUS TREE ~ FOUND MONUMENT IN CASE )( )( )( FENCE LINE (CHAIN LINK) HYD 1:) FIRE HYDRANT GMD GAS METER )---GUY POLE GAS t><J GAS VALVE , / NAIL AS NOTED • / , ~ MH ( ) MAINTENANCE HOLE '-" PMD POWER METER PPO POWER POLE PPO 0 POWER POLE W/ LIGHT I~ECEI\/ED AUG 1 2 2014 PLANNING DIVIS!ON • INL il DTPED WMC WV tl4 REBAR SET STORM DRAIN INLET TELEPHONE PEDESTAL WATER METER WATER VALVE V1 c: Q) E o o OJ ~ .... -~....J .......... n UJ Z ':-"\ a 00 N a a a 00 00 a a :t:I: x ~ JOB NO.: 14003 DATE: 7/30/14 DRAFTED BY: TLR CHECKED BY: EJG z o I- Z UJ ex: SCALE: 1" = 20' 2 OF 4 [i 'I [' i J J , 1 .j !i ,~ j 'I' . ~: ," " i V • LIMELIT SH RT·PLAT GENERAL NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 1996 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF FEDERAL WAY, THE />JPPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. . 3, A COPY OF THESE />JPPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 4, IT SHALL BE THE APPLICANTS/CONTRACTORS RESPONSIBILITY TO OBTAIN I>JLL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF-SITE WORK WITHIN THE ROAD RIGHTS OF WAY. 5, VERTICAL DATUM: CITY OF RENTON, 19BB NAVD. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE Sl>JFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT LIFE, HEALTH, AND S/>JFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR, ANY WORK WITHIN THE TRAVELED RIGHT OF WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07.23-TRAFFIC CONTROL, SHALL APPLY. 7. ALL UTILITIES SHALL BE I>JDJUSTED TO FINAL GRADE. CITY OF RENTON EROSION CONTROL NOTES 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRECONSTRUCTION MEETING MUST BE HELlO WITH THE CITY OF RENTON PLAN REVIEWER. . . 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 1996 STANDAAD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTIRUCTION PREPAAED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS I>JMENDED BY THE City OF RENTON PUBLIC WORKS DEPARTMENT. . 3, THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE />JPPROVED pLANS, WHICH ARE ON 'FILE IN THE PUBLIC WORKS DEPARTMENT. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION.' 4, A COpy OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.J' 5, DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS,.:AND FOR HORIZO~TAL CONTROL SHALL BE NORTH I>JMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE />JPPROVED BY THE crrt OF RENTO~ PUBL!~ WORKS DEPARTMENT. REFERENCE BENCHMAAK AND ELEVATIONS ARE NOTED ON THE PLANS, ' .' ".' "% '-. 6, ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIO~ TO CLEARING AND BUILDING CONSTRVCTION. AN6 THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON-SITE' EROSION HAS PASSED. i;, ;:1: RENT WAS SE~UENCE 1. PRE -CONSTRUCTION MEETING. 2, POST SIGN WITH NI>JME AND NUMBER OF ESC SUPERVISOR CONSTRUCTION SIGN), 3, FLAG OR FENCE ClEIIRINI3/C()NSlrRUCTION 4, INSTALL CATCH BASIN PROTECTION 5. GRADE AND INSTI>JLL CONSTRUCTION Ei:lTI~N(;E(';). 6. INSTALL PERIMETER PROTECTION (SILT BRUSH BARRIER, 7, GRADE AND STABILIZE CONSTRUCTION O\VI\L'~. INGTON Br,c6~sOLIDATED WITH THE REQUIRED NOTICE OF 8. CONSTRUCT SURFACE WATER CONTROLS FOR PROJECT DEVELOPMENT. _ "._"{~f _', ;~~~::-::. . DIKES, PIP[t~~rE:~;Rl>JNS'ETC.) SIM~.LT~NEOUSLY WITH iC~rING AND GRADING 9. ~~~~A~T~~~~I,~N R~~~~OE~D~~~~:.ES ACCORDANCE WITH APPEND!l DOF. THE.1,SURFACE WAT~R DESIGN MA~U~AND 10. RELOCATE EROSION CONTROL MEASURES . INSTALL NEW MEA;iURES So THAT AS~TE CONDITIO~S CHANGE TH~!~OSIONAND SEDIMENT CONTROL IS I>JLWAYS IN WITH THE CITY'S EROSION. AND SEDIMENT CONTROL STANDARDS.,"" . I.': ,\:( 11. COVER ALL AREAS THAT WILL BE UNWORKEP FOR MORE THAN .SEVEN qAYS :Q,~RING THE DRY SEASON OR TWQ ))~YS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH,'COMPOST, PLASTIC SHEETING OR EQUIVI>JLENT. 'ii ',_,_,_._ c:' 12.. STABILIZE I>JLL AREAS THAT REACH FINI>JL GRADE WITHIN SEVEN DAYS. ." .,' ,-, " 13. . SEED OR SOD />JNY AREAS TO REMAIN UNWORKED FOR MORElHAN 30 DAys.i!~ ) " '1\. _.-. .'';',-_\ '-"'~:_-.~": ".i ,;'.):;v -: _ i "~ 14. UPON COMPLETION OF THE PROJECT, I>JLL DISTURBED AAEAS MUST BE STABILlZED~D BMP5 REMOVED IF.A.PP~O~~IATE. '. ~; {" SOOS CREEK SANITARY "SEWER NOTES i, 1. ALL WORK SHALL BEPERFQRMED IN ACCORDANCE WITH THE SPECIFICATIONS iOF THE SOOS CREEK WATER & SEWER DistRiCT, ALSO REFERRED HEREINAFTER AS "DISTRICT", .C' 2. THE DEVELOPER SHALL FURNISH THE DISTRICT A COPY OF THE COMMERCIAL ,AND/OR SUBDIVISION PLANS APPROVED BY THE'GOVERNING AGENCY PRI6R' . .....TOANY SEWE~M/>JNCONSTRUCTION. .\:x i ,."."',.' Jt~, ,. ' .. ' . ".1';""":: .~",;.P,.RJ.oR.l2.'1};g~,s:r"R~l1~!I.N,~"W,;,SE,W~R".,~.~~,;:,11It .~PPRq,ERI~T~.;~B~Sffi,,~,~ LqTS~,~L;.~~"C~fD",;2RAq;D!· ~NDH~KEq, B'tTHE1:i ". 'DEVLORER CONTRACTOR AND 'ALL EXISTI~G ~TlLmES'SHt~r~~E"iLOCATED;'1';:: :," ":"i;ji':'i;"i;ii!~;;':i~4,rzH~;Jj'l:i,j/i<y::''t, ,,"~:fl,*'fi,::,i'> '." ," 4, FOLLOWING SEWER MAIN CONSTRUCTION, ANY REVISION OF ROADWAY OR EASEMENT GRADES REQUIRING THE M/>JNS TO BE RECONSTRUCTED SHALL 'BE MADE AT THE DEVELOPER'S/CONTRACTOR'S EXPENSE. 11 ... .' ""'" '. ,'" .,.,... ' .. ' , '. , "..' '" 5, RECONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS QF THE DISTRICli ALL COSTS FOR INSPECTING SUCH RECONSTRUCTION SHAll BE CHAAGED ' .• ,,',TOTHE ~EVELOPER IN ADDITION TO THE STANDAJRD CH/>JRGE~, AND SHALL B1 PAID BEFORE ACCEPTANCE BY THE DISTRICT, ~' THIS :~~;'1i\>: '" q.";Ng,SIDE SEWERCONNEGJlONS SHALL BE MADE TO. THE EXISTING ,SYSTEM UN)'IL COMPLETION OF THE BILL OF SALE AND ALL EASEMENT9' OBTAIN SIDE ~E PIPE .,'; . ','D~;':SEWER PERMITSFIl9M, .THE DISTRICT FOR EACH, SIDE,SEWER CONNECTION PRIOR TO MAKING CONNECTION. BILL OF SALE WILL NOT BEPROCES;;ED 9. I>JLL PIPE AND APPURTENANCES SHALL BE LAID ON'~ PROPERLY PREPARED FOUNDATION IN AC;;~f~~tzc 7-02.3(1) OF THE CURRENT STATE OF WASHINGTON s:(ANDARD SPECIFICATION FOR ROAD AND """eTD' SH/>JLL INCLUDE NECESS/>JRY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDA'nON: PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERII>JL, TO UNIFORM GRADE SO ENT!IRE:lfLENIGTH WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDiNG BASE. ALL PIPE BEDDING SHALL BE EXCEPTION OF PVC PIPE. />JLL TRENCH BACKFILL SHALL (BE C()MPACTED TO MINIMUM 95% FOR PAVlnAFIIIT AND 90% OTHERWISE PER ASTM D-1557-70. PEA GRAVEL BEDDING SHALL BE6 INCHES OVER THE :··./U~L PUgET SOUND E~ERGY HAS EITHER PROVIDE A WORK SKETCH OF IN~flLLED THEIR VAULTS, HAND HOLES AND LIGHT STANDARDS, OR THE,: STRIJCTlJRAL FILL ' . .D~LOpER,~ PROVlD,ED A SIGNED HOLD HAAMLESS AGREEMENT (FORM SUPPLIED BY THE DISTRICT).:,: -",-~' , a . 10. GALVANIZED STEE:L:PIP[ AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVEiA:SPH.ALT1iTRE:ATMIENT BETTER INSIDE 'AND OUTSIDE. '" 11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 1 0 ~EET.6f THE SPRING LINE OF ANY STORM DRAII~AGE FROM THE TOP~()F ANY CHANNELBANK:,-., C"" 12, ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0,10ltEr BELOW~f,AVEMENT LEVEL <," '," 13, OPEN CUT'ROAJD CROSSINGS THROUGH EXISTING PUBLIC. RIGHT OFiW.A.y WILL NOT BE I>JLLOWED l!l'Lt.~~ SPECIFI(;ALL BY CITY OF RENTON PLANNING/BUILDING/PUBLlC<WORKS,ADMINISTRATOR. ApPROVED 14, ROCK FOR EROSION PROTECTION OF ROADSIDE DlTCHES'::WHERE R~QUIRED, SHALL BE OF SOUND QUARRY.fROI:K PLACED TO A DEPTH OF ONE (1) FOOUND MUST MEET THE ,FOLLOWiNG SPECI~ICATIONS: 4 - 8 INCH ROCK I 40 -70% PASSING; " ., 2 -4 INCH ROCK /30 -40% PASSING; AND LESS THAN 2 INCH ROCK / 10 -20% PASSING:!, 15. ALL BUILDING DOWNSPOUTS AND FOOTING DRl>JNS SHAlL BE CONNECTED TO THE STORM DRl>JNAGE """TnA u,,~E~,S '.A.PPRCIVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION, AN ACCURATELY DiMENSIONED, OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO TJ:lE CITY UPON COMPLETION. 16, ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CQ.~NECTED WIT~,'STORM SURFACE.WATER DISPOSITION. ·''fi.URrrHER. RENTON DOES NOT ACCEPT />JNY OBLIGATION FOR THE. PROPER FUt'lCTIONING AND MAINTENANCE OF THE PRO~'IDED DURING CONSTRUCTION. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PRoViDING ADEQUATE Sl>JFEGUARD, SAFm DEVICES, PROITFr.TIVF F~I~~!~~J:'T FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE -~ PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK RIGHT OF WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN ARPflOVE WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. I>JLL SECTIONS OF THE WSDOT STANDARD SPEI:lFiGATIOI~S TRAFFIC CONTROL SHALL />JPPLY, 18. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT LOCATION 'IS WITHIN THE AQUIFER Oo"",/,,,'nt,., CALL 48 HOURS BEFORE YOU DIGI 1-800-424-5555 springline design LLC Civil Engineering I Site Development I Transportation 3131 Western Avenue, Suite 501 ph 2069578311 Seattle, WA 98121 fax 206 9578313 I,' '.," ,"-:'.<~: .! :'. .-:-'-. -'" . -j , 7. ALL COSTS OF SEWER MAIN RE-STAKING SHALL BE PAID BY THE DEVELOPER/CONTRACTOR. """ .; ",' • , '.,' . . C" '. 1... ' " ' .. ", ,.,B. ' PROPER1;SORNERS SH;. BE PINNED WITH REFE~ENCE TACK ON CURBS ,iTHE DEVELOPER/CONTRACTOR. .'.. ,', 9. THE DEVELQPER/CONTRACO~SHALL NOTIFY THE DISTRICT AT (253) 630-9900 TO SCHEDULE.A PRE-CONSTRUCTION MEETING .AT THE DISTRICT OmCE. AFTER THCPRE-CONSTRUCTION MEETING, THEDEVLOPER/CONTRACTOR SHALL NOTIFY THE DISTRICT'S FJELD REPRESENTATIVE AT LEAST 48 HOURS' (REGUL/>JR WORKING' DAYS) BEFORE STAJRTINGWORK, .-.. 10. THE,DEVELOPER/CONTRAcTOR SHALL OBTl>JN,ALL REQUIRED FINAL INSPECTIO~S TO MEET PERMIT REQUIREMENTS. INSPECTIONS MUST BE SCHEDULED AT LEAST '.48 HOURS IN ADVANCE. " . '" '_c_ c '_'' 11. CONN~CTlONS TO EXISTING SEWER MAINS SHALL BE MADE ONLY WITH "'nn~l, />JPPROVAL OF THE DISTRICT AND ONLY A~R AT LEAST 4B HOURS (lWO REGULAR WORKING DAYS) ADVANCE NOTICE. ! 12. , EXISTING SEWERS TO REM/>JNIN SERVCE AT ALL TIMES,. .' I 13.' ALL WATER AND/OR CO~STRUCTION DEBRIS SHALL BE REMOVED FROM NEW : AND SHALL NOT BE PERMmED TO ENTER THE EXISTING SYSTEM, 14. EXISTING MANHOLE NO .. :.. SHALL BE CORED-DRILLED AND RE-CHANNELED REQUIRED. TO RECEIVE INCOMING FLOW FORM THE NEW SEWER. PRELIMINARY NOT FOR SlJRIIE'tEO: REVISION BY DATE APPR """"",,, PA ONE INCH AT fULL SCALE F NOr ONE INCH SC/Ui ACCORDINGI.Y """""'" ..., ' ... HORlZONTH.: tw) 1883/1991 : , III ~ ~ ~ ~ n j I I SE 162ND STREET ;=.-r-- -~ / ~ ~ PRO.JECT~ , ~ SITE ;: ~ , - III SE 164TH S I REET ~ , ~ 'VIGINITY MAP ! SCALE ';1" = 200' '~ SURVEY 1. 2, VERTICAL UAI U'M.: . ..t ELEV=459.08' SURVEY CONTROL PT #lB63; CONC MON @ INTX OF 116TH AVE SE & SE 168TH ST, 3. BASIS OF BEAfIING:?;; N() r 47' 08"E. 4. EXISTING LEGAL D~Si:RIp'nON: VOLUME 42 OF 5. ABBJ;;l~' BC: BOTTOM OF BW: BACK OF WALK ." TC: TOP OF CURB EX: EXISTING DI: DUCTILE IRON SD: STORM DRl>JN SS: SANITARY ~""""o W: WATER CIVIL C1-C2 C3 C4 C5 C6 C7 CB RENTON SURVEY'CONTlROL, THE EAST LINE OF NE QUARTER SEC 29-29T -R5E BEARS <- HALF OF L6r:6, 'BC&:Ki;~'6fAKER'S;FARM NO. 6 AS PER PLAT RECORDED IN REC()RDS OF KINGCpUNTY, WASHINGTON. 162ND ST AVE SE -',' - CONTACTS OWNER LlMELITE DEVELOPMENT CIVIL ENGINEER SPRINGLINE DESIGN LLC 3131 WESTERN AVE, SUITE 501 ", SEATTLE, WA 98121 CONTACT: PETER />JPOSTOL , ;: TEL: (206) 957-8311 ,I FAX: (206) 957-8313 ,-,' -. . ;" ,<',SURVEYOR ,', .,. GtODIMENSIONS, INC ; 10801 MAIN ST, SUITE 102 ,BELLEVUE, WA 9B004 :.CONTACT: EDWIN J GREEN .. TEL: (425) 458-4488 ARCHITECT L/>JN DSCAPE ELECTRICAL UTlLlIY PURVEYOR SOOS CREEK WATER AND SEWER DISTriCT 14616 SE 192ND ST RENTON, WA 98058 TE~ (253) 630-9900 C9-C14 CIVIL UO'fI''-' (NOT "",c,WO'U) PLANNER GEODIMENSIONS, INC 10B01 MAIN ST, SUITE 102 BELLEVUE, WA 98004 CONTACT: ANDY MCANDREWS TEL: (425) 45B-4488 CITY OF RENTON Planning/Building/Public Works Dept. SUBMITrAL LlMELlTE SHORT PLAT 11419 SE 162ND ST COVER AND NOTES 4 E n ("! r:': ':" (.~; ". .J. f In r, ~ "~, c· C'l ~ ·c c '0 ¢i o· , .~: n~ t.r..; ., 23 I '._' I (l I, e:: {~ <0 ,/ oJ) c 0 i.f. ~. e, '0 " V',I ~, t.J ,,0 m ""- ,.. ,. " , /' t'J $ >.: ~:; , 'I C, SOOS CREEK WATER GENERAL NOTES t ALL WORK SHALL BE PERFORMED IN ACCORDANCE I'o1TH THE SPECIFlCA TIONS OF SOOS CREEK WATER & SEWER DISTRICT, ALSO REFERRED HEREINAFTER AS "DISTRICT", 2, THE DEVELOPER SHALL FURNISH THE DISTRICT A COPY OF THE COMMERCIAL AND/OR DIVISION PLANS APPROVED BY THE GOVERNING AGENCY PRIOR TO ANY WATER MAIN CONSTRUCTION, 3, PRIOR TO CONSTRUCTING ANY WATER MAINS, THE APPROPRIATE STREETS AND LOTS SHALL BE CLEARED, GRADED, AND STAKED BY THE DEVELOPER/CONTRACTOR AND ALL EXISTING UTIL TIES HSALL BE LOCATED, 4, FOLLO~NG WATER MAIN CONSTRUCTION, ANY REVlSION OF ROADWAY OR EASEMENT GRADES REQUIRING THE MAINS TO BE RECONSTRUCTED SHALL BE MADE AT THE DEVELOPER'S/CONTRACTOR'S EXPENSE, 5, RECONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS OF THE DISTRICT. ALL COSTS FOR INSPECTING SUCH RECONSTRUCTION SHALL BE CHARGED TO THE DEVELOPER IN ADDITION TO THE STANDARD CHARGES, AND SHALL BE PAID BEFORE ACCEPTANCE BY THE DISTRICT. 6, NO WATER SERVlCE CONNECTIONS SHALL BE MADE TO THE EXISTING SYSTEM UNTIL COMPLETION OF THE BILL OF SALE AND ALL EASEMENTS. MAKE APPLICATION TO THE DISTRICT FOR WATER METER INSTALLATION FOR EACH WATER SERVICE CONNECTION PRIOR TO MAKING CONNECTION, BILL OF SALE I'o1LL NOT BE PROCESSED UNTIL PUGET SOUND ENERGY HAS EITHER PROVIDED A WORK SKETCH OR INSTALLED THEIR VAULTS, HAND HOLES AND LIGHT STANDARDS, OR THE DEVLOPER HAS PROVIDED A SIGNED HOLD HARMLESS AGREEMENT (FORM SUPPLIED BY THE DISTRICT), 7, ALL COST OF WATER MAIN RE-STAKING SHALL BE PAID BY THE DEVELOPER/CONTRACTOR. S. PROPERTY CORNERS SHALL BE PINNED ~TH REFERENCE TACK ON CURBS BY THE DEVELOPER/CONTRACTOR. 9, THE DEVELOPER/CONTRACTOR SHALL NOTIFY THE DISTRICT AT (253) 630-9900 TO SCHEDULE A PRE-CONSTRUCTION MEETING AT THE DISTRICT OFFICE. AFTER THE PRE-CONSTRUCTION MEETING, THE DEVELOPER/CONTRACTOR SHALL NOTIFY THE DISTRICT'S FlELID REPRESENTATIVE AT LEAST 48 HOURS (REGULAR WORKING DAYS) BEFORE STARllNG WORK, 10, THE DEVELOPER/CONTRACTOR SHALL OBTAIN ALL REQUIRED FlNAL INSPECTIONS TO MEET PERMIT REQUIREMENTS, INSPECllONS MUST BE SCHEDULED AT LEAST 48 HOURS IN ADVANCE. CITY OF RENTON SURFACE WATER DRAINAGE NOTES 1, BEFORE ANY CONSTRUCllON OR DEVELOPMENT ACTIVITY OCCURS, A PRECONSTRUCTION MEETING MUST BE HELD WITH THE .CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 2. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY'FLAGGED IN THE FlELID AND OBSERVED DURING CONSTRUCTION. 3. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND,CLEARING AND/OR CONSTRUCTION TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION ISGQ~PLETEAND POTENTIAL FOR ON-SITE EROSION HAS PASSED, THE IMPLEMENTATION, MAiNTENANCE,~EPLACEMENT AND ADDITIONS TO EROSION/SEDfMENJATIO~ CONTROL SYSTEMS • I'" " SH(Il,I,~BE THSI"RES~Q~~I~I~[f'(, OFllljEX~R~ll~.~ .X\'~, _. __ ,.,:. ," ',,"~\!6:J '_~<'~'iii,~~~;~}iit",)9 4. ~~~ ~~~~~~~D A~E~~J~J:J~~~o~~~g~Ers~~E~~D D~~~~~C~~ T~~S ~:S~~;L A~gN~~il~%~E~I~~A~~ ~~~IMp~~M~T~~V!~~~~~Tigp~W ;~~~6~T:D EROSION AND SEDIMENTATION CONTROL FACILIllES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTRQL ON THE 'PROPOSED SITE. DURING THE COURSE OF CONSTRUCllON, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CO~mIllONS THAT MAY BE CREATED BY THE ACllVIllES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, A.S MAY BE NEEDED, TO PROTECT· UTILITY SERVICE NOTES 1. COORDINATE BLDG. SYSTEM CONNECTION LOCAllONS AND INVERT ELEVATIONS WITH PLUMBING CONTRACTOR. VERIFY THAT THERE ARE NO CONFLICTS WITH PROPOSED SYSTEMS AND OTHER UTILITIES. 2. COORDINATE INSTALLATION OF NEW WATER UllLlTIES WITH CITY OF RENTON. 3. DESIGN BUILD FIRE SPRINKLER CONTRACTOR SHALL VERIFY SIZE OF FIRE METfR, LINE SIZE, AND FOC LINE SIZES PRIOR TO CONSTRUCTION. 4. STATE OF WASHINGTON LEVEL III FlRE PROTECllON SPRINKLER CONTRACTOR Sf ALL DESIGN AND PREPARE THE UNDERGROUND SUBMITTAL DRAWINGS PER THE STATE OF WASHINGTON WAC 212-80-043(9). 5. A STATE OF WASHINGTON LEVEL U UNDERGROUND CONTRACTOR SHALL PERFORM THE INSTALLATION OF THE UNDERGROUND FlRE SERVICE PIPING PER THE STATE OF WASHINGTON WAC 212-80-043(2). STREET/CONTROL <t 13' STREETi TOP OF CURB i (PROFILE POINT) EXISTING GRADE (TYP) ASPHALT PATCH V 30' 8.5' PLANTER SEE NOTE 3 5' SIDEWALK 1.0% .. 3.5' PROP. ROW 3niilllli1i~ l't;"lll~, 4" PERMEABLE PAVEMENT SIDEWALK ---~,--. SE 162ND ST TYPICAL ROADWAY SECTION , -. '. -, -,.--. --'. -, -<>,-" .• . :.; . >i ',' ~-' ADJACENT PROPERllES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. ; .~ .}! ' . f ,:~.~ i._~,,_,,-, __ -:~J ,."_,-/,~~~-":-::'~":,,,_, 5. AlPPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN,\;SiZE STREET/CONTROL: <t PROP. . ROW NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. ft ~i':",' "~?;;X ' 6. DURING THE llME PERIOD OF OCTOBER 1 ST THROUGH AlPRIL 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS q~~TER TtiAN 5,099 SQUARE FEET, filP,i . ARE TO BE LEFT UN-WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING.'" ", 1 . 1" .. ' 7. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETAllON AND WHERE NO FURTHER WORK IS ANllCIPATED ~OR A PER!OD 30 (JAYS OR MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANllNG OR OTHER APPROVED EROSIO~ CONTROL TREATMENT AlPPLICABLE TO THE TIME OF YEAR. GRASS SEEDING ALONE WILL BE'ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER, INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE PERMITEE, BUT MUST BE AUGMENTED WITH MULCHING, NETTING OR OTHER TREATMENT AlPPROVED BY THE CITY OF RENTON,"()UTSIDE THE SPECIFIED TIME PERIOD. ~ .~ .' .... 'i,' . i,~i. 8. FOR ALL EROSION/SEDIMENTATION CONTROL PONDS WHERE THE DEAD. STORAGE DEPTH EXCEEDS 6 INCHES"A FENCEJS REQUIREI)WITH A MINIMUM HEIGHT OF THREE (3) FEET, 3: 1 SIDE SLOPES. ,'.. t\:. . ~ , ' 9. A TEMPORARY GRAVEL CONSTRUCTION EN1RliNCE, 24 FEET X 50 FEET X 8 INCHES OF 4 TO 6 INCH QUARRY SPALLSISHALL BE LOtATED AT ALL POINTS OF VEHICULAR INGRESS AND EGRESS TO THE CONSTRUCTION SITE. . .~! CALL 48 HOURS BEFORE YOU DIGI 1-800-424-5555 springline design LLC Civil Engineering I Site Development I Transportation 3131 Western Avenue, Suite 501 ph 2069578311 Seattle, WA 98121 fax 206 957 8313 .-' .. -. ,: '. --• ! .", . 1 'l ( ,j) l' .~ I 1 \ I t NO. 13' . I STREET I TOP OF CURB I (PROFILE POINT) ._E~~~:N~_~~E (TYP) I ASPHALTPAT~~ 1/ CURB AND GUTTER PER COR SllDS 30' 8.5' PLANTER SEE NOTE 3 5' 3.5' SIDEWALK 1.0% .. '. ". -".' '", ,"' i'llilllIW~ 11~1Jf,;.. 4" PERMEABLE PAVEMENT SIDEWALK . . 114TH AVE"SE TYPICAL R<DADWAY SECTION ,I . , I PRELIMINARY NOT FOR CPNSTRUCTION , SURVEYED: ""'" \IERTICAl: NoWD 1988 I 1-=10' HORIZOKrAl: HAD 1983/1991 DESIGNED: I TG/cp I DRAWN, TG/CP ONE t«:H PRE;LIMINARY PLAT SUBMITTAL CITY OF RENTON LlMELITE SHORT PLAT 11419 SE 162ND ST I aiECKED: AT FUll. SCALE :APPR PA F NOT ONE INCH Planning/Building/Public Warks Dept. NOTES AND DETAILS REVISION BY DATE ..... """"" SCILE ACCORDINGLY RECEI\/ED MID I 0710~/14 "G" DRAWING t«h I q2 SHEET: OF: eX) o --v/"-.. ----.; -'N -----.---. C7, C8 FOR PLANS qo (iC)' -.. J" J " springline design LIC Civil Engineering I Site Development I Transportation 3131 Western Avenue, Suite 501 ph 2069578311 Seattle, WA 98121 fax 206 957 8313 00' NO. PROPERTY HOUSE (TYP) z PR:ELIMINARY NOT FOR REVISION BY DATE I PA \~ -".L __ ..I A ____ .::::~Vi"'l1f0~,-' 1"=10' AT SCAlE F NOr ONE INCH SCIoI.E ACCORDINGLY .. , I-f'- --' ... HORIZONTAl.: HAD 1U8J/1D91 5U.6Ej' PROPERTY LINE ~--I !~() I cln (lY) I ,. ,-I \_., 1.0 ---------- CITY OF RENTON APPROVED BY: ________ _ DATE: ____ _ APPROVED BY: _______ _ DATE: ____ _ APPROVED BY: ________ _ DATE: ____ _ APPROVED BY: DATE: 10 o 10 ---- - - SCALE: 1" = 10' LI;:GEND SAWCUT LINE 175 PROP, F.G. CONTOUR CURB & GUTTER PERMEABLE PAVEMENT CEM. CONC, PAVEMENT NOTES 1. PROPERTY AND AREA OF WORK ARE 29,912 SF. 2. FIELD VERIFY ELEVATIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. ....;S.. REMOVE EXISTING FEATURES AS REQUIRED FOR CONSTRUCTION OF NEW C""'. IMPROvEMENTS, "'--. , '. . 4, SEE SHEET Cl FOR GENERAL NOTES. 5. SEE OFF-SITE FRONTAGE IMPROVEMENT PLANS FOR STREET WORK IN RIGHT-OF-WAY. ';qRADING NOTES 1. ALL EARTHWORK AND SUBGRADE PREPARATION SHALL BE PERFORMED IN 'ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDATIONS OF THE GEOTECHNICAL REPORT PREPARED FOR THIS PROJECT. 2. FINISH GRADE INDICATED IS FINAL SURFACE ELEVATION FOLLLOWING PLACEMENT OF ALL SURFACING MATERIALS 3, GRADE ALL AREAS TO PROVIDE BASIC DRAINAGE AWAY FROM THE BUILDING, FINE GRADE AREAS TO DIRECT DRAINAGE TO DRAINAGE STRUCTURES, 4, IMPORTED FILL MATERIAL SHALL BE OBTAINED FROM A WASHINGTON DEPARTMENT OF TRANSPORTATION APPROVED SOURCE. SUBMIT CERTIFICATE 14 DAYS PRIOR TO CONSTRUCTION. AUG 1 k ?:JiC Clrv or r'~n~mN PLANNING DIVISION LIMINARY PLAT SUBMITTAL CITY OF RENTON Planning/BUilding/Public Work" Dept. LlMELITE SHORT PLAT 11419 SE 162ND ST PAVING AND GRADING , 1"",_""',,1,,, I'J," , v " rJJ C) " ~'. ~-~-------- SHEETS C7, C8 FRONTAI;t DRAINAGE IMPROVEMENTS \ I ~ I ! I, I i" , . x '1S':;!I')IP BT ____ -PROPOSED HOUSE (TYP) --+-.-, .-.~--- -----_____ /0 __ 1..1.' L() \ LOT 2\ :'1 , 0) OJ l.L.I (-.j I"F, ., ____ I -~-+- REFER TO SHEET C7 -_____ • T (. FOR WATER SERVICE CONNECTION • l,':t(~) "TO WJN vr) ~) TI I I X I I '/ J: ! i-«-·· II cy x-~~+-~-".-- 5C);66t I I I I . I 11 \LOT 11 .-.. - I I LOTS I .''\ -'10 LF 8,,'sb-.. -.. -.. -.. -.. -.. _. _ .. -.. .::::::.. . ~ . mr-F" "-"_ .. +:1 ___ 4-'-'-4--'-4--'-4--~-'!:'-";-.-E-~r'C7.\~b,,...>-UNDERGROUND DETENTION ACllIW I.G '-4--~-4--'-~~-~-~~-'-~'-''''-'£--'-c---·_~,_,_~·/<,jl~,_~~:....:....c...f-L~::.LLLLt...Li.~LL.d ~) 1(' 1 7,r) ) "J .... ), , ,~ f~' ~~--" Cl 1 c:: c:: r --~ /+0 ,00 C:P ---- " I !~l) C') I .J . 0) I . (:) Ll) I < (J) ~:J- -.;;------ LJJ ~'I) 1'1) (" I . " f'I\ -' o L r'v \ ' CITY OF RENTON APPROVED BY: ________ _ APPROVED BY: _______ _ APPROVED BY: ________ _ APPROVED BY: LEGEND 10 I a , SCALE: 1" = 10' DATE; ____ -' DATE: ____ _ DATE: ____ _ DATE: 10 ! 1. SEE SHEET Cl AND C2 FOR GENERAL NOTES, GENERAL STORMWATER NOTES, AND GENERAL SANITARY SEWER NOTES. 'I I 2. ALL WORK SHALL BE IN ACCORDANCE WITH CITY OF RENTON AND SOOS! CREEK SEWER AND WATER STANDARDS AND REQUIREMENTS. 3. SANITARY SIDE SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF RENTON 406,2. 4, PROVIDE 18" MIN. COVER OVER DOMESTIC WATER SERVICE. LEGEND _1 __ 1 __ 1 __ ,: i.i·-_'·-,",' • --. __ .~._. __ ._o.io - ---- _ .. -' CB TYPE-l DETENTION TANK MAINTENANCE ACCESS CB TYPE - 2 48" STORM DRAIN MAIN STORM DRAN SERVICE SANITARY SEWER MAIN SANITARY SERVICE LINE CLEANOUT WATER SERVICE LINE WATER/FIRE MAIN _~._.-~~_'-BIOSWALE __ FIRE HYDRANT ill WATER METER CONC THRUST BLOCKING HORIZ WATER TEE TABLE OF DRAINAGE AREAS FLOW CONTROL BMP ALLOWABLE RESTRICTED PERMEABLE LOT COVERAGE FOOTPRINT PAVEMENT TOTAL LOT 1 1,763 a 320 320 LOT 2 1,761 0 320 320 LOT 3 2,079 320 279 599 LOT 4 3,092 1,292 1,904 3,196 LOT 5 1,773 a 320 320 TOTAL r:-~r75~- '-t.,_ ... J I ! , I I , I " 1 1-" ~ f-: " D AUG I;:' 201 4 i , c' n C) c ')' '~~'7' r\ ('~\ " F'~~ ~, , I ''<0, '''"''> ~"->, '., I r)r\/~ --Y(" , ~) U c) ,_. oj \):j,~ L CJ U , ...) \)... ----.. -----------~.-\ PRELIMINARY NOT FO~ CbNSTRUCTION SD MANHOLE 54" W / FLOW CONTROL STRUCTURE BIOSWALE PRELIMINARY PLAT , SUBMITTAL ADJUST RIM TO GRADE FT 1<[:11/\1< leAP "1 :"iD):i" ~~ ........ DAlE: I 07/03/14 springline design LLC Civil Engineering I Site Development I Transportation 3131 Western Avenue. Suite 501 ph 2069578311 Sealtle, WA 98121 fax 206 957 8313 -----'------' - NO. REVISION SURVEYED: DESIGNED, TG/CP ...-, TG/CP PA BY DATE I APPR VERIICAL: HAW 1988 1-=10' HORIZONI1L: roo 11J83/1991 ONE INa-! CITY OF RENTON Planning/Building/PubliC Works Dept. L1MELITE SHORT PLAT 11419 SE 162NO ST DRAINAGE AND UTILITY PLAN I 0PAWtIC NO: I CS , E D, ,', '" '-D ",j- (".,j ., 1; 1 ,~, '" z " '1 C.) ~ ·c ,C v 9 0 ~ " "' " w z ;1: a: c.:~, I <.c c; I (L VI C, Z <:'l ,n /' " D "!2 " 'v, u <:: ('i (0 - W m m :; ~. ---c' " / .3 D 0 E if 0 0 1~ .§! '" d:= ., b C"1 r:,i " ti: springline design LLC Civil Engineering I Site Development I Transportation 3131 Westem Avenue, Suite 501 ph 2069578311 Seattle, WA 98121 fax 206 957 8313 ! I TO SHEET C8 FOR IJFF~bNlrAGE DRAINAGE IMPROVEMENTS CATCH BASIN TYPE 2 48" RIM IE 470.16 (N),(S) NO. " I I I I I I ! I I I I ____ .PRCIRERTY LINE I '," I -_._.J. i I I ._ ....... ---... -.-. ! I I . ___ .... _J .. __ ._ .... __ PRELIMINARY NOT FOR CGNSTRUCTION DfSiGN"" TG/CP """", TG/CP CHECKED: PA REVISION BY DATE YPR 1"=10' ONE INCH AT FUll. SCALE F NOr ot£ INCH SCALE ACCOItDIrIGLY VER11CAl.! HAW 1988 HORIZONTAL: NAO 1vaJ/1991 .. CITY OF RENTON APPROVED BY: _______ _ DATE: ____ _ APPROVED BY: ________ _ DATE: ____ _ APPROVED BY: ________ _ DATE: ____ _ APPROVED BY: 40 o 40 ----- - LEGEND ~ CB TYPE-2 48" -, - -STORM DRAIN MAIN NOTES SCALIE: 1" = 40' 1. SEE SHEET C2 FOR GENERAL WATER NOTES AND ROADWAY SECTIONS. 2. TYPICAL TRENCH SHALL BE PER COR STD. PLAN 220.00, DETAIL a/C12, DATE: 3. ALL LOCATIONS OF EXISTING UTILITIES AND FEATURES SHOWN ON THESE PLANS HAVE BEEN DERIVED FROM FIELD SURVEY PREPARED BY OTHERS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT COMPLETE. ADDITIONAL SURFACE FEATURES AND IMPROVEMENTS BEYOND THOSE INDICATED ARE PRESENT AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL EXISTING INFORMATION AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES AND SURFACE FEATURES NOT SHOWN HEREIN WHICH MAY BE AFFECTED' BY THE IMPLIEMENTATION OF THESE PLANS. 4, CROSSING UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION AND ASSUMED CONFIGURATION. THE CONTRACTOR SHALL UNCOVER ALL PIPING WHERE CROSSING, INTERFERENCES, OR CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCAVATION FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LOCATIONS, SIZE, AND MATERIAL. THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PROTECTION OF SAID FACILITIES AND SHALL AlDJUST WATER LINE 'ALIGNEMENT AS NECESSARY TO ACHIEVE REQUIRED CLEARANCES. i' ';,5, '~. COO. RDINATE ALL WORK WITH CITY OF RENTON TO ENSURE FACILITY" ACCESS IS MAINTAINED AS ..•.•. REQUIRED . • ;I~~.&,~",,,,, .. '~·;~"6. JRDlNA'fE·lA[~;t~ltE'.i(NTERRLlpfl§~S~W~HjCiiYcOF -RENTON. ". "'1 :)1_ 7. SEElSHEETS C10 TO C13 FOR COR WATER DETAILS. 8. PROTECT UTILITIES TO REMAIN. 9. iDE HYDRANT ~ER~ PER '*' SID '''" 310.3. \ ...•. . ... '1 ',f ClTY C'~ ""':qN PRELIMINARY PLAT SUBMITTAL CITY OF RENTON Planning/Building/Public Warks Dept. LlMELITE SHORT PLAT 11419 SE 162ND ST STORM DRAIN EXlENSION PLANf\<I ,'0 UI jISIO~ D.l.lE: i 07/03/i14 I Oft..\WING NO: I C~ i" .' .. I t:: ,. I \ I \, \ I !- CONI~ECT 1" DOMESTIC WATER SERVICE \1-.-'-.'. V -. -.... -. w'·-.... -.... IJ .. ·····-t· 1,,-.......... -'d-'--... -\' " ......• "~-.-.-'v/"-'-'-'----... \'/' .-. __ .------. 'vI .. --.. ".-.~ .. _._ \) e. __ ._._. ____ .. -'X"4ffi"i38{1-. _ ..• _ .... _ .. _ .... _._ ....... __ ....... __ ...... _... .. __ .... . .... ____ ..... _. .... . .... __ ._ .......... _.... \/ .... ,,,V __ _ I CONC MONUMENT W / BRASS DISC N 170084,65 PROTECT EX 4" AC ~, E 1305087,02 WATER UNE se 162ND ST ~t~+---+ -___ S88' 29' 38.90"E. ___ _ 10+50 ,\fb --+1--(,,7) ----0>-11+00 1>.,/ ··of /. STA 10+16.78, 30.27' RT FIRE HYDRANT 495 490 475 470 465 STA 10+37.99, 13.00' RT PT NOTES iX v STA 10+Q';,38, 4.62' RT STA 1 0+44.M,4 i12:llle RT SD MANHOLE ----.j--.--+--.. ~. ----:,,~ ... =~----- CATCH BASIN lYPE 1 tll~ / (' .\ P "1 I:; "I? ,: " IE 472.55 (E) f fE 'o/77:5d ttl, (sW) U \/-..1 SAWCUT LIHE "T R'-E , ... /22; "2~ aj(}~, RADIIUS 8"X6" TEE (MJxFL) THRUST BLOCKING 10+50 Z2",c"R _.J • . I._ 11+00 SE 162ND ST PROFILE SCALE: HORZ. 1" ; 10' VERT. 1" ; 5' X '8', I..:'H,I ~,. ~.:;;I_ .... PROPOSED TOP. OF .. CURS .. ELEVATION 1. SEE SHEET C2 FOR GENERAL WATER NOTES AND ROADWAY SECTIONS. 6. CROSSING UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION AND ASSUMED CONFIGURATION. I I t" 1 .. ·1 11 +50 NO. 1 '1 '1 . .: CURB t:. ................ "g 0" • 0) '0 ," roN .~ ~. . ...-II· . II ;:>: . ~:::J ... en 1-1-1 ... , , I ,. I. ." q" .... / I \v./ RETURN TABLE R STA PC LOCATION TOP PC 12+00 OF CURB ELEVATION 1/4 1/2 3/4 PT 'STA 12+30.31, 24,@~ RT END <c." /. ',,-:\ \·-"Sf::T vV / , 495 490 485 : 480 475 470 465 1 2+50 STA PT LOCATION o 10 I ------- 10 d SCALE: 1" ; 10' LEGEND ---- 175 CB lYPE-l CB lYPE-2 48" STORM DRAIN MAIN SANITARY SEWER MAIN SANITARY SERVICE UNE CLEANOUT WATER SERVICE LINE WATER/FIRE MAIN FIRE HYDflANT CONC THflUST BLOCKING HORIZ WATER TE~ WATER METER ADA CURB RAMP CURB & GUTTER PERMEABLE PAVEMENT ASPHALT CONC PAVEMENT CEM. CONC. PAVEMENT SAWCUT LINE PROP. F.G. CONTOUR RI:: c r= ,I \ lIE AUG] l,; 201!" ! 2. lYPICAL TRENCH SHALL BE PER COR STD. PLAN 220.00, DETAIL 8/C12. THE CONTRACTOR SHALL UNCOVER ALL PIPING WHERE CROSSING, INTERFERENCES, OR CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCAVATION FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LOCATIONS, SIZE, AND MATERIAL. THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PROTECTION OF SAID FACIUTIES AND SHALL ADJUST WATER UNE ALiGNEMENT AS NECESSARY TO ACHIEVE REQUIRED CLEARANCES, CD 89'58'41.7" 25' 10+ 12.99, 37.99' RT 479.55 480.14 480.09 480.57 480.74 10+37.99, 13,00' RT 3. CONCRETE BLOCKING SHALL BE PER COR STD. PLAN 330.2, DETAIL 4/C11. 4. ALL LOCATIONS OF EXISTING UTILITIES AND FEATURES SHOWN ON THESE PLANS HAVE BEEN DERIVED FROM FIELD SURVEY PREPARED BY OTHERS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT COMPLETE. ADDITIONAL SURFACE FEATURES AND IMPROVEMENTS BEYOND THOSE INDICATED ARE PRESENT AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL EXISTING INFORMATION AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES AND SURFACE FEATURES NOT SHOWN HEREIN WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THESE PLANS. 5. PROVIDE VALVE BOXES ON ALL VALVES PER COR STD. PLAN 330.1, DETAIL 7/C12. springline design LLC Civil Engineering I Site Development I Transportation 3131 Western Avenue. SUite 501 ph 2069578311 Seattle, WA 98121 fax 206 957 8313 7, COORDINATE ALL WORK WITH CllY OF RENTON TO ENSURE FACIUlY ACCESS IS MAINTAINED AS REQUIRED. 8. COORDINATE ALL SERVICE INTERRUPTIONS WITH CITY OF RENTON. 9, SEE SHEETS C10 TO C13 FOR COR WATER DETAILS. 10, PROTECT UTILITIES TO REMAIN. 11. PROVIDE HYDRANT MARKERS PER COR STD PLAN 310.3. PRELIMINARY NOT FOR CONSTRUCTION CHECKED: PA NO. REVISION BY DATE APPROVED: -----... 1-=10' ONE INCH ,IJ" fULL SCALE F NOT ONE INa-! ~ ACCORDINGLY """"'" NIM) ' ... HORIZONTM.: NAO 198;:1/1991 CALL 48 HOURS BEFORE YOU DIGI 1-800-424-5555 CITY OF RENTON APAROVEDB~ ________ _ APPROVED BY, _______ _ APAROVEDBY' ________ _ APPROVED BY' PRELIMINARY PLAT SUBMITTAL ti~ CITY OF LlMELITE SHORT PLAT ..IL RENTON 11419SE162NDST Planning/Building/Public Works Dept. FRONTAGE IMPROVEMENTS SE 162ND ST DATE: ___ _ DATE: _____ _ DATE: ____ , DAlE' !r r·" , i" il I: Ii , ~i ii Ii I', h , Ii ! i i 'J' il , :! , J I . ' Ld ",. .--<; i .3 , I .> 490 485 " v. I LL « () CtC m ttl U~ C7 Rt:rIIJRN TABLE , 39.44"W STA 20+52.33, 11.49' LT STA 20+73.01, 13.00' LT 21' WIDE DRIVEWAY 20+50 PER COR STDS ._-/-_. STA 21+13.41, 12.30' LT / F':CATCH BASIN TYPE 1 ',5'· 'f, (-)('\' ~ jRIM A'1 Ch >-/ i J:--: v,,". '.; ,U IE! 47&1·'8 (E) 21+00 co 114TH AVE ~'-I i L ·.' ' 'l (' ,", ~ '. ~J.2J 1::) / en", ~o ~~ '~d: '01':" . ....... : ......... "6~: .................................. : ............... : .................. : ............... : ................ ~ R .. . N II; .N ..... 11. II . I '"" ~: . II G:;' f" UJ: "" --' . . . PROPOSED TOP OF CURB '" . to UJ· . , , . . . . . . . . 480 . . . . . . . . . . . . . . . . . . :. .:. .. •.... EX' GRADE AT ROADWAY' . . EX TOP OF CURB ELEVATION , . CENTERLINE . : . . . . : 475 .\ 470 465 460 20+50 21+00 114TH AVE SE PROFILE SCALE: HORZ. 1" ~ 10' VERT. 1" ~ 5' NOTES 1. SEE SHEET C2 FOR GENERAL WATER NOTES AND ROADWAY SECTIONS. 2. TYPICAL TRENCH SHALL BE PER COR STD. PLAN 220.00, DETAIL a/C12. 3. CONCRETE BLOCKING SHALL BE PER COR STD. PLAN 330.2, DETAIL 4/Cl1. 4. ALL LOCATIONS OF EXISTING UTILITIES AND FEATURES SHOWN ON THESE PLANS HAVE BEEN DERIVED FROM FIELD SURVEY PREPARED BY OTHERS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT COMPLETE. ADDITIONAL SURFACE FEATURES AND IMPROVEMENTS BEYOND THOSE INDICATED ARE PRESENT AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL EXISTING INFORMATION AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES AND SURFACE FEATURES NOT SHOWN HEREIN WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THESE PLANS. 5. PROVIDE VALVE BOXES ON ALL VALVES PER COR STD. PLAN 330.1, DETAIL 7/C12. 6. CROSSING UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION AND ASSUMED CONFIGURATION. THE CONTRACTOR SHALL UNCOVER ALL PIPING WHERE CROSSING, INTERFERENCES, OR CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCAVATION FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LOCATIONS, SIZE, AND MATERIAL. THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PROTECTION OF SAID FACILITIES AND SHALL ADJUST WATER LINE ALiGNEMENT AS NECESSARY TO ACHIEVE REQUIRED CLEARANCES. 7. COORDINATE ALL WORK WITH CITY OF RENTON TO ENSURE FACILITY ACCESS IS MAINTAINED AS REQUIRED. a. COORDINATE ALL SERVICE INTERRUPTIONS WITH CITY OF RENTON. 9. SEE SHEETS C10 TO C13 FOR COR WATER DETAILS. 10. PROTECT UTILITIES TO REMAIN. 11. PROVIDE HYDRANT MARKERS PER COR STD PLAN 310.3. ···~0.30% 21+50 PRELIMINARY NOT FOR CONSTRUCTION . ' --".-- springline design LtC Civil Engineering I Site Development I Transportation 3131 Western Ayenue. Suite 501 ph 2069578311 Seattle. WA 98121 fax 206 957 8313 NO . REVISION BY SURVEYED: DES ...... "ml'''' TG/CP PI. DATE R 'III" I I ~ I I :~ IJI ;.-' ~:J.'l " 0) .• . ..................... ,+ ~ .. . . . .. ~ il II G:; j5...;..J ",UJ CL « VERIlC'.Al..: t6WD 1 i88 HORIZONTAL:: HAD li8J/1991 ONE INCH AT FUll. SCALE F NOr ot£ INCH 5CN..E ACCOROINGLY 10 o 10 ------ SCALE: 1" = 10' LEGEND CB TYPE-1 CB TYPE - 2 48" STORM DRA N MAIN REFER TO SHEET FOR ----SANITARY SEWER MAiN SANITARY SERVICE liNE DRAN EXTENSION PLANS LT 22+00 490 485 . 480 470 . 465 : 460 22+20 CALL 48 HOURS BEFORE YOU DIGI 1-800-424-5555 CLEANOUT WATER SERVICE LINE WATER/FIRE MAIN FIRE HYDRANT CONC THRUST BLOCKING HORIZ ~ WATER TEE WATER METER ADA CURB RAMP CURB & GUTTER PERMEABLE PAVEMENT ASPHALT CONC PAVEMENT CEM. CONC. PAVEMENT - - - - - - - -SAWCUT LINE 175 PROP. F.G. CONTOUR el1V C···· PLAt'.!i,lING I CITY OF RENTON APPROVED BY, _______ _ DATE' ---- APPROVED BY, _______ _ DATE' ---- APPROVED BY, _______ _ DATe ___ _ APPROVED BY, DATE' ----- PRELIMINARY PLAT SUBMITTAL CITY OF LlMELITE SHORT PLAT RENTON 1.1419 8E 162ND 8T Planning/Building/Public Works Dept. FRONTAGE IMPROVEMENTS 114TH AVE SE , 'i ,I CITY OF RENTON L1MELITE SHORT PLAT RENTON, WA LUA-14-001083-SHPL-A LND20-0609 GRANTOR (Owners): VIRTUOSO VENTURES 6, LLC GRANTEE: CITY OF RENTON KING COUNTY, WASHINGTON OWNER'S DECLARATION: WE THE UNDERSIGNED, OWNER(S) IN FEE SIMPLE [AND CONTRACT PURCHASER(S») OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A SHORT PLAT THEREOF PURSUANT TO RCW 58.17.060 AND DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF SAME, AND THAT SAID SHORT PLAT IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE OWNER(S). IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. VIRTUOSO VENTURES 6, LLC WILL HEATON .~ NOTARY: STATE OF WASHINGTON) ) ss. COUNTY OF KING ) ONTHISDAY PERSONALLY APPEARED BEFORE ME WILL HEATON TO ME KNOWN TO BE THE INDIVIDUAL DESCRIBED HEREIN AND WHO EXECUTED THE WITHIN AND FOREGOING INSTRUMENT, AND ACKNOWLEDGES THAT HE/SHE SIGNED THE SAME AS HIS/HER FREE AND VOLUNTARY ACT AND DEED, FOR THE USES AND PURPOSES THEREIN MENTIONED. G. IV~UNDER MY HAND AND OFFICIAL SEAL THIS/f1AY OF u..d.r7ttf!f3;JL ,2017. c,,-") "~'''''C".,.".,,,,,·,c., ~'...L..LC.7F~~~~~~""'-"';" IRE&q~·~Uf\JDLEY ;: ~bllc ;. State of Washington ~ f. My Commission Expires V December 20, 202(~":"!,.,,,c;~ APPROVAL CITY OF RENTON ADMINISTRATOR PUBLIC WORKS DEPARTMENT EXAMINED AND APPROVED THIS [1 M~AY OF 0 c:rO r;11Y2..,2017 -1N~T~;r1~ KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS~AYOF tfltIr,'..y-,2017 ~ TYASSESSOR ACCOUNT NUMBER: 008800-0280 RECORDER'S CERTIFICATE FILED FOR RECORD THIS DAY OF ,2017 AT MIN BOOK __ OF SURVEYS, PAGE , ,.AT THE REQUEST OF SITE SURVEYING, INC. MANAGER SUPT. OF RECORDS DECLARATION OF COVENANT THE OWNERS OF THE LAND EMBRACED WITHIN THIS SHORT PLAT, IN RETURN FOR THE BENEFIT TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON COVENANT AND AGREE TO CONVEY THE BENEFICIAL INTEREST IN THE NEW PRIVATE EASEMENTS SHOWN ON THIS SHORT PLAT TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS, OR OF ANY SUBDIVISIONS THEREOF. THIS COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS SHORT PLAT. PRIVATE ACCESS AND UTILITIES MAINTENANCE AGREEMENT THE OWNERS OF LOTS 1 - 5 SHALL HAVE AN EQUAL AND UNDIVIDED INTEREST IN THE OWNERSHIP AND RESPONSIBILITY FOR MAINTENANCE OF THE PRIVATE UTILITY EASEMENT APPURTENANCES. THESE APPURTENANCES AND MAINTENANCE RESPONSIBILITIES INCLUDE THE REPAIR AND MAINTENANCE OF THE DRAINAGE PIPES, AND STORM WATER QUALITY AND/OR DETENTION FACILITIES WITHIN THIS EASEMENT, PRIVATE SIGNAGE, AND OTHER INFRASTRUCTURE NOT OWNED BY THE CITY OF RENTON OR OTHER UTILITY PROVIDERS. MAINTENANCE COSTS SHALL BE ~HARED EQUALLY. THE OWNERS OF LOT 5 SHALL HAVE AN EQUAL AND UNDIVIDED INTEREST IN AND RESPONSIBILITY FOR THE MAINTENANCE OF THE PRIVATE ACCESS EASEMENT APPURTENANCE. THIS APPURTENANCE AND MAINTENANCE RESPONSIBILITY INCLUDE THE REPAIR AND MAINTENANCE OF tHE PRIVATE ACCESS ROAD, NOT OWNED BY THE CITY OF RENTON OR OTHER UTILITY PROVIDERS. MAINTENANCE COSTS SHALL BE BORNE BY THE OWNER OF LOT 5. PARKING ON THE PAVING IN THE ACCESS EASEMENT IS PROHIBITED, UNLESS PAVEMENT WIDTH IS GREATER THAN 20 FEET. PLAT NOTES ALL CURB CUTS SHALL BE NO CLOSER THAN 50 FEET FROM THE NORTHWeST CORNER OF THE PROPERTY WHERE THE SE 162ND ST AND 114TH AVEi,SE STREETS INTERSECT. NO LOTS CREATED BY THIS SHORT PLAT SHALL BE TRANSFERED PRIOR TO RECORDING OF SHARED PRIVATE ACCESS EASEMENTS BETWEEN LOTS 1 & 2 AND LOTS 3 & 4. SINGLE FAMILY BMP'S: SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON THE LOTS CREATED BY THIS SHORT SUBDIVISION MUST IMPLEMENT THE FLOW CONTROL BEST MANAGEMENT PRACTICES STIPULA TEDINT HE APPROVED DRAIANGE STUDY AND PLANS NO. 3980 ON FILE WITH THE CITY OF RENTON AS WELL AS ANY DECLARATION OF COVENANTS AND GRJl,NTS OF EASEMENT ' \)\", )Re:GO~DED HEREON. COMPLIANCE WITH THIS STIPULATION MuST BE";~., ~., ADDRESSED IN THE "SINGLE FAMILY RESIDENTIAL BUILDING PERMIT DRAIN~~E REVIEW· WHEN ANY APPLICATION IS MADE FOR THE BUILDINGPERMITFOR THE LOT. A SEPARATE DECLARATION OF COVENANT FOR FLOW CONTROL BMP'S''''''''''~i;)' WILL BE REQUIRED TO BE SUBMITTED WITH EACH BUILDING PERMIT. THEE CITY OF RENTON SHALL HAVE THE RIGHT TO ENTER THE PRIVATE DRAINAGE EASEMENTS SHOWN HEREON TO REPAIR ANY DEFICIENCIES OF THE DRAINAGE FACILITY IN THE EVENT THE OWNER(S) IS/ARE NEGLIGENT IN THE MAINTENANCE OF THE DRAINAGE FACILITIES. THESE REPAIRS SHALL BE AT THE OWNER(S)'S COST. PIPE CONNECTIONS TO CITY STORM: ALL BUILDING DOWNSPOUTS, FOOTING DRAINS AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE CONNECTED TO THE PERMANENT STORM DRAIN OUTLET AS SHOWN ON TilE APPROVED CONSTRUCTION DRAWINGS OR ADDRESSED IN THE ·SINGLE FAMILY RESIDENTIAL BUILDING PERMIT DRAINAGE REVIEW· ON FILE WITH THE CITY OF RENTON. THIS PLAN SHALL BE SUBMITTED WHIT THE APPLICATION FOR ANY BUILDING PERMIT. ALL CONNECTIONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO THE FINAl BUILDING INSPECTION APPROVAL. THIS SHORT PLAT IS SUBJECT TO A TREE RETENTION EASEMENT AS RECORDED UNDER RECORDING NUMBER? Q \7/0,5000 q 89 THIS SHORT PLAT IS SUBJECT TO A DRAINAGE COVENANT AS RECORDED UNDER RECORDING NUMBER ZCI )., I 02'50 00 q q 0 THIS SHORT PLAT IS SUBJECT TO A RESTRICTIVE COVENANT FOR ON AND OFF SITE IMPROVEMENTS AS RECORDED UNDER RECORDING NUMBER 20 ", 02500 0 ~ 0, I I SHORT SUBDIVISION I SURVEYOR'S CERTIFICATE THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE ~~,~UEST OF VIRTUOSO VENTURES 6~EPTEMBER CERTIFICATE NO.: 38964 I VIRTUOSq VENTURES 6, LLC 1620~ 114TH AVE SE RE~TON, WA 98055 I © 2017, SITE SURVEYING; INC., ALL RIGHTS RESERVED RECORDI~G NO. VOL./PAGE EASEMENT NOTES THE EASEMENTS DEPICTED ON THE MAP SHEETS OF THIS FINAL PLAT ARE FOR THE LIMITED PURPOSES LISTED BELOW AND ARE HEREBY GRANTED AND CONVEYED FOLLOWING THE RECOROING OF THIS FINAL SHORT PLAT AS SPECIFIED ACCO'RDINGTO THE RESERVATIONS LlSTl:o aELOW: 1. AN EASEMENT IS HEREBY GRANTED AND CONVEYED TO THE CITY OF RENTON, SOOS CREEK WATER AND SEWER DISTRICT, PUGET SOUND ENERGY, QWEST, COMCAST, THE OWNERS OF ALL LOTS WITHIN THIS SHORT PLAT AND THEIR RESPECTIVE SUCCESSORS ANS ASSIGNS, UNDER, OVER AND UPON THOSE EASEMENTS DESIGNATED HEREON AS 'UTILITY EASEMENT", WITH THE RESPECTIVE WIDE OF 10 FEET WHICH AREA PARALLEL WITH AND ADJOINING THE STREET FRONTAGE-OF LOTS 1 THROUGH 4,IN WHICH TO INSTALL,LAY,CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND CONDUITS. CABLE, PIPELINE, AND WIRES WITH THE NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVICE TO THIS SHORT SUBDIVISION AND OTHER PROPERTY WITH ELECTRIC. TELEPHONE. GAS, CABLE TV SERVICE, SEWER, WATER AND PUBLIC AND PRIVATE DRAINAGE TOGETHER WITH THE RIGHT TO ENTER UPON THE EASEMENTS AT ALL TIMES FOR THE PURPOSES STATED. NO LINES OR WIRES FOR THE TRANSMISSION OF ELECTRIC CURRENT, OR FOR TELEPHONE USE, CABLE TELEVISION, FIRE OR POLICE SIGNAL FOR OTHER PURPOSES, SHALL BE PLACED UPON ANY LOT UNLESS THE SAME SHALL aEUNDERG~OUND OR'IN CONDUIT ATTACHED TO A BUILDING. SE22NDST w (J) --------____________ i-~~~~SE~16~2~N~D~ST~------~~ -~ SE 164TH ST VIC MAP (N.I&J PROJECT#: 17-407 SE 163RD ST SHEET: 1 OF 4 NE 1/4, NE 1/4, SEC 29, TWP 23N, RNG 5E, W.M. e www.sitesurveymapping.com 21923 NE 11th Street Sammamish, WA 98074 Phone: 425.298.4412 CITY OF RENTON LlMELITE SHORT PLAT RENTON, WA LUA-14-001083-SHPL-A LND20-0609 N w I! s GRAPHIC SCALE 50 0 5,0 1pO 200 ~5~-~--~ __ ~1~~1 ____ ~I 11NCH = 100 FT. GENERAL NOTES 1. THIS SURVEY WAS COMPLETED USING A TITLE REPORT FROM FIDELITY NATIONAL TITLE COMPANY OF WASHINGTON. SAID REPORT IS NUMBERED 611167606 AND IS DATED AUGUST 10, 2017 AT 8:00A.M. 2. INSTRUMENTATION FOR THIS SURVEY WAS A 3-SECOND NIKON NIVO 5.C TOTAL STATION. PROCEDURES USED IN THIS SURVEY MEET OR EXCEED STANDARDS SET BY WAC 332-130-090 AND WAC 332-130-100. 3. THE INFORMATION ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE IN JULY 2014 BY GEODIMENSIONS AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. BASIS OF BEARINGS HORIZONTAL DATUM: WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NAD 83/91, AS ESTABLISHED BY SURVEY REFERENCE #1, COMBINED GRID FACTOR 1.0000000. . .' .. ' SURVEY REFERENCES " 1. CITY OF RENTON MONUMENT DATABASE 2. UNRECORDED SURVEY SUPPLIED BY CLIENT PERFORMED BY GEODIMENSIONS IN JULY 2014 3. RECORD OF SURVEY AS RECORDED VOLUME 212, PAGE 096, RECORDS OF KING COUNTY ORIGINAL LEGAL DESCRIPTION THE NORTH HALF OF LOT 6, IN BLOCK 4, OF AKER'S FARM NO.6, AS PER PLAT RECORDED IN VOLUME 42 OF PLATS, PAGE 15, RECORDS OF KING COUNTY AUDITOR. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON EASEMENTS & RESTRICTIONS PER TITLE REPORT 1. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING DATE: UNDISCLOSED RECORDING NO.: 3457064 RE-RECORDING DATE: FEBRUARY 18, 1945 RE-RECORDING NO.: 3451222 IN FAVOR OF: PUGET SOUND POWER AND LIGHT CO. FOR: UNDERGROUND ELECTRIC TRANSMISSION ANDIOR DISTRIBUTION SYSTEM AFFECTS: N/A SE 22NDST S88'46'16"E ~~~~~~;~::C,-------~-------------------~ CITY OF RENTON CONTROL ~! s: PT #896 (\I, &. ff)O 0,;:'" ~,~ _ .- .-'ff) ~/ ~ , 1 ! , 1 i FOUND BRASS DISK 1 ~IN CONCRETE IN , , 'I " CASE DOWN 0.3' , -~-------~--------N88'29'39"W I i ~ SE 162ND ST -~--------730j9T--------------~-------~--~--1 i 30' ------------------1 ----1-------------------------------; I I I t 30' I I I' I I I I I I I: , , ,I ' I I: I , ,I ' , I: / I I I I I :: , , " ' I I: w' 1 6 1 ! I 001 j I 5 I 4 I ~ i i : : i Fj II I 1 : !£,' I : I .,.. I I I t I ~! ! I I ! I ! 0!~ L---------________ +' I I i _ ,,'~ i'o ~,~ I -------, -------------------------1--------------------___ : ~ 8~ iii i I ,. I. ,BLOCK 4 I ------------1 ~! ~ ~ RECORDING NO. VOL./PAGE /' ~ I I",' I ,: " f, « : I ·~·~'<fc:;,,_.;: ' " F I I ,: i " oo::t I I , , .,.. , ' , , " I .-: : : I r I I I : I / ' I I , / I I I I , I I' 1 I 2: i , j i I I 3 : i , , , , I ' ! i I ! I " I I I : : , ! I , , ' I L I I : , /' ----------------_____ J I I I' o -----.... --.. -------... ----J : , (') 1 ---------------------------.J 30" 0----~---____:--------------------~-...JP.89'__ SE 164TH ST -----(:) ! " FOUND TACK IN LEAD IN ' N88'03'34'W-T, ' -------------------------"'----1 "-CONCRETE IN CASE I I , DOW!; 9,3' ' j i , ! I , , J bl~ QI'9 IO,..... ;I:t '-/i , Jr, FOUND BRASS PIN IN ~ CONCRETE IN CASE SHOR1 SUBDIVISION VIRTUOSq VENTURES 6, LLC 1620~ 114TH AVE SE REN~ON, WA 98055 CITY OF RENTON CONTROL PT#1863 PROJECT#: 17-407 SHEET: 2 OF 4 NE 1/4, NE 1/4, SEC 29, TWP 23N, RNG 5E, W.M. Ii_e Suryeylina. Inc. © 2017, SITE SURVEYINd, INC., ALL RIGHTS RESERVED www.sitesurveymapping.com 21923 NE 11th Str~t . Sammamish, WA 98074 Phone: 425.298.4412 ,"I CITY OF RENTON LlMELlTE SHORT PLAT RENTON, WA LUA-14-001083-SHPL-A LND20-0609 N w s GRAPHIC SCALE 10 0 10 20 , , ~-... .M 11NCH = 20 FT. 40 I . , RECORDING NO. VOL./PAGE ~ FOUND BRASS DISK IN CONCRETE IN CASE \_--- 99.00' S88Q29'~9·E 730.79' 2~0.33' SE 162ND ST 50.66' 50.66' ~ 10' PRIVATE UTILITY EASEMENT ----- w (j) 30' o o ci (£) I I I I I LOT 3 5,941 S.F. 16202 114TH AVENUE SE S88°29'39"E 99.00' I I ,~ L)) . . LOT 4 S I 8,833 S.F. ~ ~ (/ 16208 114TH AVENUE SE ~ <0 /)/~5'PRIVATESTORM / EASEMENT o o g ---------- LOT 2 5,034 S.F. 11403 SE 162ND STREET s • I"--lOT"" -"'" T"" • C")0l o Ol ..- CI) LOT 1 5,038 SF 11409 SE 162ND STREET ..- 10 cri Ol ~I '-,-..-~-m~ ~r-~i\----~~--~N8~8~02~3~'O~9'~W~1~0~1~.3~O,--~~~--------j 30' I ------__ _ 5' PRIVATE STORM EASEMENT I 0 ci I N ~I 10 -r-i --. -- I ~20'PRIVATEACCES-: ~-- -- EASEMENT LOTS 5,065S.F. 16214114THAVENUE SE 99.00' 39' PRIVATE STORM DETENTION EASEMENT I 101.29' SHORT SUBDIVISION VIRTUOSq VENTURES 6, LLC 1620~ 114TH AVE SE RE~TON, WA 98055 © 2017, SITE SURVEYING,INC., ALL RIGHTS RESERVED 8 g PROJECT#: 17-407 SHEET: 3 OF 4 NE 1/4, NE 1/4, SEC 29, TWP 23N, RNG 5E, W.M. .e Suryeyjna. Inc. www.silesurveymapping.com 21923 NE 11th Street Sammamish, WA 98074 Phone: 425.298.44~2 i CITY OF RENTON LlMELITE SHORT PLAT RENTON, WA LUA-14-001083-SHPL-A LND20-0609 N w I! s GRAPHIC SCALE 10 0 10 20 , , ~ ...... .M 11NCH = 20 FT. 40 , t~ FOUND BRASS DISK IN I CONCRETE IN CASE 30' 30' \ ;;R~"""TY------ I I I I I EASEMENT LOT 3 5,941 S.F. 16202 114TH AVENUE SE LOT 4 8,833 S.F. 1.6208114TH AVENUE SE -'----- LOT 2 ! 5,034 S.F. I 11403 SE 162ND STREET _L11_ --.-- LOT 1 5,038 S.F. 11409 SE 162ND STREET RECORDING NO. Is; -I~ 8r-> d,N ""r> ,e;) I VOL.lPAGE NUM BEARING L1 SSSo29'39ne L2 S1°59'04"W L3 N1°59'04"e L4 N26°34'54"E L5 S26°34'54"W L6 N1 °31 '57"E L7 NaS023'09"w 'La S1°36'51"W L9 N8s023'09"w Li0 S1°36'51''W L11 SSso23'09n E L12 N1°31'17"E L13 SS8°23'09"E L14 S1°31'57"W PISTANCE 5.00' 15.46' 14.32' 35.19' 34.S9' 42.94' 104.66' 50.00' 50.72' 5.00' 56.46' 16.00' 93.S8' 3.09' :; r~~~-,----~L9~------~~ __________________ --J L7 ---- --- 5' PRIVATE STORM EASEMENT LOTS 5,065 S.F. 16214 114TH AVENUE SE 39' PRIVATE STORM DETENTION EASEMENT SHOR1 SUBDIVISION VIRTUOSq VENTURES 6, LLC 1620~ 114TH AVE SE REN1TON, WA 98055 I © 2017, SITE SURVEYIN~, INC., ALL RIGHTS RESERVED PROJECT#: 17-407 SHEET: 4 OF 4 NE 1/4, NE 1/4, SEC 29, TWP 23N, RNG 5E, W.M. te Suryeyjna. Inc. www.sitesurveymapping.com 21923 NE 11 th Street Sammamish, WA 9S074 Phone: 425.298.4412