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HomeMy WebLinkAboutW-4015029391 8 �I PI T307 INS M 430 AM 425 LOT 3 DRAINAGENOTE LOT J ROOF DRAINAGE N BE SLIT EQUALLY BETWEEN INRLMARON TRENCH AND DRYWELE 042305-9392 PROPOSED PERWABE DRNEWAY� L_J 11 IF 6" 0 200A' Am--- - - 11+00 - / PRIVATE 37.6 IF I 10' PRIVATE S SEM DRAINAGE EAENERGENCY O OWFRRgY LOT 3 B' R:-4JB:E 'P C1EANOLR PER 8,817 SFC.O.B. SR" RAN' FT.4J7.0 226.0 ON SHEET 7 MT) EMERGENCY PRVATE 5 IF PRIVATE 7 LF 80 01 0 12A 042305-9394 Rr fNO CEMENT COW. CLAW Sr-13+2S58, S00' W 2S PRIVATE CB/T, RPE I I� STAID+24.0Z S22' Ri r R81M. 7 am M .44 / 8" E+4JS.00 PRIVATE J23 IF e•a35Le I PPoVATE B LF 8' 10' PRIVATE STORM I �a O S.BBW -----L--------; DRAINAGE EASEMENT E. S2 B• (111 AR A LF E-A3Au B• (W,0 O OS _MAT 5 LF 8" a IBPRIP PAD 0423051R-A 8'X7k1' THESE PLANS ARE "AS -BUILT' AND THE INFORMARLR4 SHOWN ACCURA TEL REFlECiS E)('SIT FIELD CON ONS AS OF N15 D :: FEB�U Y 4, 202IY 4, 2021 iZ-5-215- 4 SHE D. WCAWEY PCs 42676 NE 114 OF SE 114 OF SEC. 4, TWP. 23 N., RNG. 5 E., W.M. CITY OF RENTON, STATE OF WASHINGTON RETAINED TREE NOTE: ARBORIST IS TO BE PRESENT ON SITE EXIST SSMH C8 T-1 RIM=44559' RIM=445.86 CENTER OF 6" CONG IE (NJ 12" CMP =44066'� CHANNEL (N. & S)=432.19" Ic (S) 12" CMP =44066' DURING CONSSOCIA CW UT ME SHARED EtSEMflB OITY B DRIVEWAY, STREET RMT UTILITIES k THE ALWCENT PROPERLY '7 IX,mRC AOflITINNI rowux PUBLIC STREET FRONTAGE pWNEIT FOR SIDEIAK ESM7 If 042305-9395 BECa CEMENT C'dM CURB CFAIE1 21 78 CURB 042305-9287 OFFSET 1p+21.78 SfAfo+J9.08, B00' M OFiSET 1p.00' ITT CLEAAtlIR AID 2'x2'xI' PRNAIE ZZ TYPE IL n T CONCRETE PAC PFR PRIVATE CB/S TYPE 1 GQR. STD. PLAN 40.r.I STAII+IA69, MY RT STA t0+H.4A ' Ri OPoIiWAY � LEJENT CONC. -3QV SHEET 8 (1WP) RNI=441.10 R81M4.126 - 5TO PLAN IN 2 CURS (i ..r HP "1.45 IE=4JSBS 12" (E) EMJ76S 2.00 � 3 EMT7.42, 12-IS) _ 'EJ+00 - J14S 1F B' Mt I.OAt :.PRIVATE IO 12 - 16'69 Yam': :yjl.g5 11+00 MM 440 VA-13+1311, a4' IT 173 1F 8• P1M.A19.45 - CUSS 5J q WM T - T - - - - T IE.4J6.00. 6• (E) - I• WATER SERNCE 441.20 _ -N I.92 SEN X-4#00, 6- (W) F11R LOT 2 PER _ _ _ _,WATE TE 63 L} I Cto "i sumadci1�.O.R. STD. PLM SEM'ER S/lIB HIW FIVE COIL S ASRANJIa 6• �4y. b 0-158*- I'OR ! J20.1 DWP) SEA 12+15 44f.95 \ PER CQR ST0. PLAN JI0.1 f0' EUENT B' IE=IJ45pt 1 _ SWT1+50.01, 17.92- LT EASEMENT O CD.RI STD. PIANR ''. LOT 2 18 LF 6' PVC 44101 1 T 1 ib• 7APPRTO TEE (k&fQ PROPOSED e I fI + O 320.f (iWP) 7,789 SF PER COOT 9 1 442.01 ( ) �9`� B'TAPPaG VALVE FWU PEPoAFABIE 4 E PRIVATE CD/5/, rroE 1 Fr.4ao PLAN 406.1 (NP) 20� W � LOT l I DRIVEWAY 4 �L =Ld RIA1mm438.21 til I g`` E-4JSoe, am (a) . 8,051 SIF 4e OVERFLOW a I" WATER SERME.FF.442.0 442.09 FOR LOT I PER A e• EW438.00 / COAL SIR PLAN EAORWEACIF s a • HI.BB J2J.I (IFP) a'E101OW ° J6 b• w. E-40o . PRN,IIE a PRIVATE 11 LF 8' ----'- - - s 8 8 18'30'E+5), `- - - -- - - - -- - - RLw43B0i e 2SJ! 6vDRAMY PMWIE 5 LF 8' CLP a SBI - `E=4.14.88, 8' (N)S.F. 10' LANDSCAPE 0 xmm N,f2, 6• (W) i PRIVATE DRAINAGE E=4355Z 8• (NE) EASNENT 042305-9422 042305-9421 PRIVATE CB/1. TFPE 1L 042305-B420 /SpLq SOIL AMENDMENTN07E ALL AREA OUTSIDE OF BUILDING FOOTPRINT TO HAVE AMENDED SOL PER C.G.R. SID PLAN 264 ON SHEET S SEE APPENDIX C2.IJ OF THE 2017 ON OF RENTON SURFACE WATER DESIGN MANUAL FOR SCL AMENDMENT DESIGN GUIDELINES a S SMH/I � SiA8+8S8S 0.88' RT y IEWQ4S4J I 8' 4' ANS) ENTER O CEIRER CF CIlN'NEL I CONNECT TO . - IX 12' a WAIERIl1M RI AGCYIRDVICE WIIN CRY 'I: l/T5 OF RENTON RET.0, LT LW A STAS+BOLOS 9.0E LT 1118' TAPPBFG TEE (M,IXFL) �8' iAPPNF9 VALVE (FIxW) _. QJ QK W/THR08 .r STD. PG Pflt C.O.R. STD. PLAN J00.1 I $ SAWCUF EXISFA'G PAVEMENT R a ' WATER AND SEWER CONNECW AND RESTORE PAME TENT AND FOCIINE PER CO.R. STANDARD = o ' i2 06 r-z R I^ sa0 97 NEW TLNC CORE'MILEOF'EN20 R Lf s�,, PROVIDE WATER TWNB SELL 042305-9419 W LID RISIOE CROP STRUCTURE STA10+4156, 57.75' LT M-442.01t 042305-90771E�.15. 12• (N'•SE) Ew4J9.70, 8• (W) ..I PRIVATE 26 LF I2• CCP a 1.81 LVC�J0.00 LVC=J0.00 N EL441.1 0 z 0 5 10 20 i I(EYNOTES. SCALE 1" = 20' 0 WTFIRACTOR TO POTHOLE EXISTING UTILITIES PRIOR TO CONS]R 11011 O N/A © N/A O INFILTRATION FRENCH SYSIEM M RE CONSTRUCTED UNDER SINGLE FAMILY WILDING PERMIT PER DETAIL SHEET 6 ALL IMPERNOUS TO BE ROUTED TO TRENCH (Ne). O AREA GRAIN TO FC PWWDE DOWN TURNED ELBOW IN PAYED AREAS. O PROPOSED MAILBOX LOCATION. © EXISTING MAILBOXES TO SE RELOCATED, COORDINATE WITH POSTMASTER OH 10'0 x 5' DEEP INMIRATIW DRYWELL PER DETAIL ON SHEET 9. W NOT CONNECT FOOTING DRAINS O N/A 6" NICTC 4'X4' ENARNM PAD TO BE PLACED BETWEEN SPU WATER QJ WJN AND PROPOSED B• WATER LINE, CENTERED ON CROSSING. AREA OF TRENCH WIN LESS THAN J' OF COMER TO BE SACKFILLED Q WITH COF. W Cr CL 20' PRIVATE ACCESS / OWN EASEMENT L Ii. C8 i-1 W ACCESS RIM=441 03 2 JE (NJ 12 CW 6' IE (S) 12 MP -f' CUTTER 2 '.E (E.J 6 PVC 43805 H IXI511NG.. 4f 2% FND CEMENT CHIC. CURS G O STA 10+21.88 Ti?2 OFFSET M.151T O SUBCRAOH POROUS ASPHALT OR CEMENT CWCREIE PERMOIS CONCRETE III CURB PER PLAN f01 PER C.O.R. STD. PLAN 261.10 EX)ST SSMH ( _RIM=439. 90 .� CENTER OF 6" CONC. CHANNEL AREA TO K RIM=440.9T (N.,S. & W)=430J5' PRIVATE CBjz, TYPE 1L F11IID W E(Sp6"'CMP-43` 37 W Le @( NNP-43i 7 STAfON4.4A 04 Rr PoIM41S28 e;j 02' 074 ALL CORE d4 DEDCATIM E=A17.5S 12" (W)I k OPBW E=4JT.42.r (s)I WATER 1' 8' - PROWDE SIDEWALK 12 CPP a 1.59R CONNECT TO IX. 12• Is _5M Ie E C. DRAW AT - �.43 F U _--- --- PRM41E 1 8' W/1•a0.. YANG INRUS �.-- RRI�39.0 d --------- --- -.� - .I� E.4,15.82 B R -- / ----.. 1. -- ----- �-__-_ � GRACE AT J'M _. IM LF CLASS W C/L A ACCESS . - . WWIERNAW 6•WN. CLEARANCE LID IF B•. ..... u./2• 5Ja el n- I fJN. li R is LF B•SSA PU-P RA h Ott LF 2 MIN RB&m. .45 C9 f B' s asW. PRAKIF I E Sr SM I��. 1/TE S15 .00.16•(Ili 6 �AM1J PER C.O.R.Jf0.1 6 E 032.57 E�AISOW, ) TE TYPE 1 A17+SAC2, IT Sr LT E�4JB.66, 12- E) i TE. IF.. lE. 09/4.. 1- K AU.T2, A1N24.02; 33 RT 8 'TAPPING TEE P 111E CB 1 rM IL A9+ 8S 0. RW�MJ.4J d,16.0B MJ9.22 6 TAPPING VAUE ) B =4JA52, 80 (N) PMWIE S 1 A ". 8• (W). ..7E W/RIRWT. BL 6u pRpp LCNP B' .434.448•(W 07. 7 LF SfIP+43SS s7. 7i 92 8 a 0 2.11E RE H2.0*1 EMJL7S 8' E.AT8.52, B -_ E .TO, 8• An 14+45 14+00 Encompass, ® ENGINEERING B SURVEYING 11 Western Washington Dhlsim 165 HE Juniper Street, Suite 201 • Issaquah, WA 98027 • Phone' (425) 392-0250 • Fax: (425) J91-JO55 ow what's below. Eastern Washln9lan Division 407 Swiftwater BIM. • Cie Sum, WA 98922 • Phone: (509) 674-7433 • Fax: III before you dla. (509) 674-7419 13+00 12+00 TRACT A ACCESS HORIZ. 1"=20' VERT. 11=5' O1'S; E. AfgC C WA G pP m z Wesx7.� l¢ 1 10NAL ASBUILTS D2/D5/zozl N0. RENSION 11+00 SON 1• = 20' oPam THEM tFM Ww "P' DANM VEIN 2 5/21 THEM arum NQ1 X XMW a[WI BY DATE APPR rrA u"ptl1°"n'' HIS wiesum W ACCORDANCE WITH CITY OF RENTON REd]MEWENTS szAH,ecio6. aff LT 120X80 TAPPING TEE (AIJWIL)7CEWNTB• TAPPRFG WLWE (FTxMJ) W/NRUSf BLOCpNG CQR. SC 4 PER C.0.R. STD. PLAN JW.I 14 102 s) 425 ,in 10+00 9+80 OCl TY OF REN ' RENTON Planning/Building/Public Works Dept. W' R/W 6' PLANTER 71141 22' METRIC PAVEMENT SAWCUT MST. PA"! MATCH MST. SECTION DIN UNION AWL. HE 6• HMA CUSS METE 1/2. 64-22 6" CRUSHED SURFACING AN TOW COURSE ADDITIONAL STRUCTURAL FILL MAY BE REWIRED DEPENDING ON S&L CONDITIONS CEMENT CONCRETE WITH PER CQR, STD, PLAN 101 (2) STREET TREES REQUIRED TYPICAL SECTION UNION AVE. NE W-401502 S-401502 R-401512 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ~ Q J CL i cn HUYNH SHORT PLAT az/o5/z021 Z LUA17-000855 GRADING / UTILITY / DRAINAGE 'wP N A 17597 PLAN & PROFILE w•x sm In