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HomeMy WebLinkAboutP_MAILBOX_APPROVAL_PLAN_201016_V3.pdf- - . t .....-. _ . - ...4 - KEEP 5 FEET MIN. DISTANCE `---------------- FROM INFILTRATION TRENCH -_ WALL TD ADJACENT - PROPERTY LINE 46 IS FROM BUILDING CRAWL-SPAM 4 . AND BASEMENT (TYP) PROVIDE TEE SECTION-� . _ ATTHE OUTLET PIPE d IDESIGN T THE TIME OF - BUILDMCAPERMIT PHASE) 0 FG. 1 , Z LOT I (5,395 SQ. Ff) � I i _ - ' e—�- - - CONSTRIJC„NOTES: 4 cZ2 f .. . M S SERVICE RIC 1® PER CD CB Pt -TYPE 1 (PIIBL & WITH VANED GRADE ® CONSTRUCT (3IV z 3ISI z 2OI FOR Q1 INSTALL %' WATER METER AND (BY SODS CREEK WATER ANO SEWER DISTRICn PER CDR STD. PLANS 700.00620200 SHARED DRNEWAV (,A43 9F) STA 10.03(15S LT) INFILTRATION TRENCH&IMITED INFILTRATION) I13WID RWM410M SEE DETAIL 2ON SHEET DTI Q CONSTRUCT CONSTRUCT 16' WIDE DRIVEWAY ENTRANCE IE ww)- 0a.21 PER COP ANTM. PUN I043 IE TALL .31 ®INSTALL 5 LF T ADS N72 7N) 200% PL/JTT EASTERN RF_OBVO, INSTALL CB IR•TYPE7 Q3 I WIDE CANADESTRIPWITH CSOOALIPER). ENL N F CAL PE D ® (PUBLK ) WITH VANED GRADE INSTALL 08 PJ TYPE, SES LANDSCAPE SEE tANtTSCAPE PLAN FOR MORE DETAILS. PER CDR STD. PLANS 2ooDo d 20200 ® WITH VANED GRADE) STA t0.A5.50 (i5S LT) PER CDR STD. PLANS 2DD.00 d 202.00 MARBO%PER COO STD. PLAN H027. N028 d HIM CONTRACTOR TO _ RSM411.3T .,, . STA 70.88116JT Ln . ,- 000RDINATEWITH POST OFFICE FOR ACTUAL LOCATION d' IE (vv).,N.51 .. RI M411.74 PROVIDE POSTMASTERAPPROVAL PRIOR TO PERMIT APPROVAL - ffIE)'408.81 .. , _. .- 1E N+Woeai ® CONSTRUCT 4• THICK CEMENT CONCRETE SIDEWALK ff N)-4IM.73 ff (NE)-408.S1 . . .. ---� --�. N - ' • - PER CDR BID. PLAN 102 ® CONSTRUCT S WIDE ASPHALT RAMP SEE RAMP DETAIL ON SHEET DTI ® INSTALL 40 LF 12• DI SD 00.5^PLIBUC) ® PROPOSED SW F 32L K TD' ROOF INFILTRATION TRENCH ®INSTALL SLF 6'ADS NITBD 0200% e T-_-_--_ __�_----T L--------------- —� - B CONSTRUCT CEMENT CONCRETE TRAFFIC CURB & GUTTER PER CDR SM, PLAN IO, OB PER TYPICAL SECTION ON SHEET DT$ Q SAW CUT AND PAVEMENT PATCHING SEE NOTE ( FIOWT -PER CDR STD. PLAN526210dT28D0 ® INSTALL 11 LF 1f PVC WR 35 SIDE SEWER STUB FOR LOT 2 0 2.00%MI. ® BEVELED POEO/D WITH (S z O) APRON OF r-r CN)ARRY SPPLLB IEMOB.30. PIER DETAIL, ON SHEET DT7 C2}' C Y . ' { 18INGRESS, EORE63 d UTILITY EASEMENT r LOT - I (5,396 SQ. Fr) - - PER COD STD. PLANS T ® BEVELED PIPE END WITH (S s Cl APRON OF 2-4- GUARRY STALLS IE�0B.15 PER DETAIL ON SHEET DTI ®INSTALL 351E E PVC SDR 35 HIDE 6EWER STUB FOR LOT 1 0200%MIN. PER SODS CREEK WATER AND SEWER DISTRICT STD. DWG SA ® INSTALL 11 LF 12' DI SD 01A6%PLRMC) 40 ©40 LF 12'01 $D 0030% IPUBUC) ® CONSTRUCT ASPHALT SHARED (DRIVEWAY .. PER TYPICAL SECTION ON SHEET DTI - ® CS P6•TYPE 1 (PRIVATE) WITH VANED GRATE WITH TEE BECKON ON NORTH OUTLET iN]2 COR STD. P1.AN6200.00 d 702D0 STA 10-4550 131' Ln RPM41I.70 IE Mh40LS ff(sW09D0 ® CB S5-TYPE I PRVATE) WITH VANED GRATE WITH TEE SECTION ON BOITTH OUTLET PER CDR STD. PLANS 20Moo d 202m STA 10-45M (B0 LT) RIM413D0 IE IS)•40&50 ®15 V 8' DI 60 {OVERFLON101.80%�RIVATE) 4 N I ® INSTALL 10 LF Ir DI ED 0 320% (PUBLIC) ---I 9 I I I I a ,I� _ gI I i il- FO�ttt.a I I I - i0r,t.PS I: B 1,, 1 hSlf i0L11a5 % �41 s i P3 - �- - _ WOa I I N9B•13_01'W kATA3' � LJ ` REMOVE EX CURT 5 BF_NCNMARK: `EX 10'SEWER MAIN LVE*�pn g FOUND TACK d LEAD i�a7r1✓ ELEVATIONM05.37 N: 166,214.2] VCONNECT TO EX IVSEWER MAIN E: 1,303,042.88 IE-397.81(FIELD VERIFY) 1' F13(/ !c a, o land Plenrdn( • Cm EiI*n e" g 5130 South 166th Lane - - SeaTaO, WA 98188 T (206) 229.6422 Sg-WATERMAIN� EX G SS STUB FOR LOT 1 4 41 41 40 ED GRADE ' FLOWLINE ROAD «<< D D 1ep __ - -- % D ..y - 40LFIrasD Fxolral _ __-- -STA 10.0315.5L 0O.W%--- DEMOB 15 CS Pt —TYPE 1 401E 1r Di sb- _ CS P2-TYPE 1 Q om% D 420 D nd 412 408 40/ 11 LP tr DI6D. RWM410aB _ _®1.45%._ IE OAYI.408.21 EX e•w .--EX RPM411 a2 .. _ IE NIP4�a1_._. -.. . .-IE -.. _ _. C973•TYPEt STA 10'881S-B LT1 _ -. �__-._� .. . 404 EX. IE IE (EW0B31 400 10'S$- _ (E)MOB.81 tEM t n. .. RWM411.74 -.. IE fft-_--..-.._.._..400 (NEl.all _j§Vjrp1V 03.90% ..... . NEWVSSSCR_ OSSING _Ex GROUNDELO- Ex fr SM CROSSING -PROPOSED El O.—_ _._ ____ _ 396 _ - _NEAT SAWCUT A MATCH EXISTING PAVEMENT NNGR25xTu I M . 10 K SCAU mo,e WhBiP bB10W. S 23 0 2S S CaIII»roro OU uu� y IN. I SE T73M STREET - PRCfLE W-411301 R-411304 ROOF STORMWATER INFILTRATION TRENCH WILL SE DESIGNED FOR THE TOTAL ROOF AREA OF EACH HOME BUILT ON EACH LOT PERMITTED DURING THE BUILDING PERMIT PHASE. ROOF INFILTRATION TRENCH FLOW CONTROL BMP COVENANT REQUIRED WITH BUILDING PERMIT FOR RECORDING. FOR EVERY 1.000 SQUARE FEET OF TR6UTARY MPERVIOUSSURFACE.IMCUBCFEETOF VOLUME IS REQUIRED 114,41. z FW z 70L IN COMPLIANCE W(TH CITY OF RENTON STANDARDS a1TUM CITY OF RENTON PIa Wng/BuiMOglPubAc Works Dept. NGOCHAN SHORT PLAT 10814 SE 173RD STREET RENTON, WA 98055 SITE PLAN ROADWAY / DRAINAGE / UTILITIES PLAN AND PROFILE 10-10 zo 4 1 HRH. THAN H. H. PHAN "`° V1W0N I BY DATE APM