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R-418304
� NFILTRATION TRENCH SCHEDULE T 0 LOT NO. LENGTH WITH TOP ROCK EL. BOTT. EL. 1 28'$3' 415C 413.0 2 28' 411.0 409.0 3 27' 411.8 409.8 4 27' 415.2 413.2 5 30' 4W5 404.5 6 27' 402.5 400.5 NOTES: 1, SEE CDR ED 22520 ON SHEET 8 FOR CONSTRUCTION DETAILS_ BOTTOM of TRENCH MIN. 1' ABOVE MWSEL of VAULT_ 2. ADDITIONAL INFILTRATION TESTS ON THE LOTS SHALL BE DONE PRIOR TO RESIDENTIAL BUILDING PERMIT APPROVAL & CONSTRUCTION. PORTION OF NE 1/4 OF SECTION 15, TOWNSHIP 23N, RANGE 5E, WM GREEN'S LANDING SHORT PLAT Or Fee R H s s d I Cc BECLAN (AKA e a -a„ �$� _ ww e$ssg BECLAN PLACE) _ I 17 ,�'A �• - 6 mm„ TR. A IxWWS VOL. 262, PG. 43-45 g� APN $Ofi421501700 3 `. e~T ARM W0642i50160� gg= APN g0642150310 �_"� w W566 - =6 E 4U597 121N III S + t El b O \ 8 APN WOs81sa18o a<sse A °'sue+=mm 8g$i I ws's=sW x = w� WW3 6 g4"'i8` w� i asWWs WsWWW o TOO 408.30 5 �U) \ D D JTF PR SEE SHAFT fi . T IYIN N Wi p VIf I -� - -IX. 9ttWA1K / 11 Z 20 ❑ OB ; Z Q _j +oo - eisD R s0 a ats 9 00 2 - I 9+so - - 1 - - 1 - R W© 7 = T G'. 4I6.21 G:41610 TL'4162U 21 «I ^ _ iC:d068d oU� W 6 3 16 i' 10 17 G: 13,76 2 G412.82 v o 0 iC401 2 Gb941 0 1951f 1Y PER 05-318R V xp H -416-- - - G. - - - _ u _ m e --- ---- Al Ym r, - a --- _ I� 18 'I e t __ 3 IF w9_oo IN x.6w/auT E_____-_ �\ _ . :� O d✓ _ _ 4e' TTjj T / I 2% / I/ ) \ 291E 12' PPP 4 c & Z N U �� Il / }I 13 / T Bs 659% �� iC:406.0 (n d 8^6 o el I Sal9%_B ' fi.50 15 -4 IE 111 J4 W SW / / r_ ___� _ _ Zriz: i i -\ riz -- �_% ) \ J IS 2% S V 3 \ EAV Sz _ � Rm5'6�' Cr) � � � $1 4:1 MAX, ttP. / -___ - � I EXgGp d 3 5irry O B (IST 3' H/W) IS / V A 6 ,RMwEmWW 4 I; C 05 U CAAo Bbir.: HL74 LSLOT 4 ImmI�B_ 6 rp A /AYN #1523059219 / No =w IE 41374OF 5 13 105 �516' N IE'. 41274INNTHU O o < B al.x wrw � MelO1T: 411.I4 ire > I LOT 1 ¢ 6 LOT 4 LOT 5 L/OT 6 j I 5.30 x W Fi s.3D0 x SO.. FT. 14,899 I so. FT. C2 1 1 //6*Lso ET. ro I eewww 2z �I to I I I 'R - _ v 6 6 / LNN �� 2% 501E AMENDMENT REQUIRED. YE: dp5659d of W / I E: 402.85 OF w i� 31 / e HOQUAM A _ _ 13 m� 5 1 SEE NOTES SHEET 9 -� �- 40494OUT5 I ' // HIE MANS IN BS' j�Ml IX. CB \_ IE 1U9g9___ ____ - _414_ ___�� - / BON.: 104.94 / II. 4 I rr' SAWCUT UP PAVING I -EW 66 BE BW - 1F4D - _ _ r 1r / 0 / 1�LiOR UP 2i I a PC STUFF BE ED OE R°I I 1 z 7os-o 5% o.5x l _ _'J- - - _ - - - : ,-412-__ _ ___j___��_ �,, / %a� I� / rD:4o2z o 7 SpCO I i%- 3% 1 3x -- w--alac_IE: aou}e /DLF BE _ $ rc 416.72 DRIM I ® _ \ \ \ I[U[ jr10,B4 0 F. SW " �J� 1AF _ _ ? IE ]9895 ? z ry i' 408.B10Ui IN N - sow 3 7 / I - y �me, "f9% h PC o BUTT.. 4w.a4 IS a Rv6r -1n.22Tc d k' sF'0� Y EX. 5's/W 41672G 4. Q no I LOT 2 LOT 3 swo 7� /I III Mlh ICI .13 RAfTIII 1390 u MART E% 5,9M & sQ. FT. 5,059 i SD FT. IE .N V I Te'1 ii� 7 rot O ts9 Twxsmax w73C z ,_-412------_ / i /� lol 4=4=H= ia� `4�=H==p=pMIX CURB & MATCH E �� / S TC IV /V i' I I// � I E ADD VR T AN IOC 71 G: 406, / //f tD.5 5' 16' a g INIMP3' / I ') VA i YO g ---- - E: aoa841n MIXI 1ID. IE ROTS CUT W V / / _ _ �q - s iSIOEWNK) 6' WJ00 fENCE - 6' WOOD FENCE MC5 a06 p0A o PROJECT LEGEND LOT 3 TOP E2Ev OF xa.Eow OCR s %F (Q o -PROPOSED SANITARY SEWER MAIN ARE! #1523059218 PANEIS=399.M. PROMOE 2.0 MN. SITE a FOUND CONCRETE MONUMENT - PROPOSED WATER MAIN SqL CDVER OVER PANEIs. C -� 3 1 p�61----- _ a SIGN AS NOTED ON PLANS PROPOSED ASPHALT PAVING IE J9U.2U 171N NE/OUT D MAILBOX ® PROPOSED GRIND & OVERLAY PAVING PLAN AT SIDEWALK a �- iUTILITY POLE WITH LUMINARE 0 PROPOSED CONCRETE N END HODUAM AVE NE M WATER METER ■ PROPOSED CATCH BASIN OR YARD DRAIN RQE� 1 32R/W 9 SCAIE. I'=I AAA SHEEI`0wRPAMNG/01MFNSIONS R FIRE HYDRANT 3©.30C 1 „n PROPOSED CATCH BASIN TYPE 2 + / A WATER VALVE I PROPOSED WASTEWATER MANHOLE �$� / 1 398.82 RIM / = III CATCH BASIN v PROPOSED CLEANOUT / / H H H NO PRIVATE STORMWATER FACILITY STRUCTURAL NOTES ® CATCH BASIN TYPE 2 o PRovosco WATER METER > z _ I 2S (A Ih out UTILITY BOX AS NOTED CHI PLANS v PROPOSED SIGN BUILDING PERMIT FOR NE PRIVATE STORMWATER VAULT SHALL BE OBTAINED BY O WASTEWATER MANHOLE 00 PROPOSED USES ROCCO o0' I f_B`7A 399 SOLD APPLICANT & APPROVED STRUCTURAL PLANS FOR NE STORMWATER VAULT SHALL BE - G - APPROX. GAS LINE LOCATION (REM.) TO BE REMOVED Y� 398M G PROMISED PRIOR TO ME CONSTRUCTION PERMIT ISSUANCE. - W - APPROX. WATER LINE LOCATION (REL.) TO BE RELOCATED n� 8 .` _SD_ APPROX. STORMWATER LINE LOCATION MWSEL MAXIMUM WATER SURFACE ELEVATION 396JP a FOOTING DRAIN NOTE-SSS-SS- APPROX. WASTEWATER LINE LOCATION WOSELWATER QUALITY WATER SURFACE ELEV. 4,1 1 W0 BACK MA .fir E - APPROX. OVERHEAD UTILITY LINE LOCATION (TYP),TYPTYPICAL �f SIDEWALK) PAVING 30'R/W tS FOOTING DRAINS CONNECTING TO NE DETENTION/WATER QUALITY VAULT Q EXISTING ASPHALT PAVING P PAVEMENT ELEVATION - Zt SHALL BE SET ABOVE ME MAXIMUM WATER SURFACE ELEVATION "MWSEL" Q EXISTING CONCRETE PC TOP OF CURB ELEVATION YWCUi RUMI M� x- AS SHOWN ON THE PLANS. PAVING PNNSTI / 0 '_ .Cry EXISTING GRAVEL G GUTTER ELEVATION SYOOIH 1FANSITION o tl L I - PROPOSED STORM DRAIN C CONCRETE ELEVATION_ -- PROPOSED STORM DRANAGE NOTES SITE FPROVEMEN7 NOTESSEE CITY T RENTON NOTES & DETAILS SHEET 7, 8, 9. OSAWCUT & REMOVE PAVING AT TRENCHES. TEMPORARY & SAWCUT, REMOVE & TEMPORARY & PERMANENT PATCHING OF EXISTING PAVEMENT PERMANENT PATCHING PER SO COP 110, 110.1 & 110.2. ❑1 AREAS PER SD OUR 110, 110.1 & 1102. PROVIDE SMOOTH TRANSITION FROM NEW PAVING TO EXISTING PAVING. OUTFALL /1 SEE PUN & PROFILE FOR ELEVATIONS O2 W/ BEVEL END SECTOR SO CDR 221.00 O CONSTRUCT CEMENT CONCRETE NEE WIDE DRIVEWAY TYPE R1 PER SO COP 104.1. REGRADE EX. DITCH AT S=0.5% MIN. TO DRAIN LOCATION AS SHOWN ON PUNS. SEE DETAIL SHEET S. OCATCH BA9N TYPE 2-48"0 W/ VANED CRATE PER SD COR ❑3 CONSTRUCT 5' WIDE CEM. CONC. SIDEWALK PER SO COR 102. SEE DETAIL SHEET B. 201.00, 204.00, 204.20, SEE PLAN & PROFILE FOR ELEVATIONS. ® TRANSITION SIDEWALK TO MATCH EXISTING IN 3', RESPECTER VAULT SEE ENLARGED VAULT PLAN, DEI SHEET WATER © QUALITY VAULT DETAILS & RESBICTOi DETAIL SHEET 7 CONSTRUCT 5' WIDE PARALLEL CURB RAMP "TYPE A" PER SD WSOOT F-W.12-0}, I\ ❑ SEE DETAIL SHEET 8 DO O5 CATCH BASIN204TYPE t LA VANED P GRATE PER E COR 2aDw. DO 20400. 204.20 SEE PLAN k PROFILE FOR ELEVATORS © CONSTRUCT CEMENT CONCRETE TRAFFIC CURB k CUTTER SD COR W1 SEE OETaIL SHEET 8 r ROT DOWNSPOUT INRLTRATON BENCH SYSTEM PER SO COR ❑j TRANSITION CURB TO MATCH EXISTING IN 3'. O ©225.20 WIN OVIDRROW TO STORM DRAIN CONVEYANCE 0 SYSTEM. SEE INFILTRATOR TRENCH SCHEDULE THIS SHEET FOR O CONSTRUCT PAVING TAPER TO MATCH EXISTING AT 5:1 MIN. T TRENCH SIZING SEE PLAN FOR LOCATION & ELEVATORS. 7 STORM DRAIN CLMNOUT PER SO COB 226.00. SEE PLAN ❑9 CONSTRUCT PAVED RAMP TRANSITION FROM SDEWAIN AT 5=8.33% uAx. U FOR LOCATION & ELEVATIONS. 10 CONSTRUCT NDCBU AT LOCATION APPROVED BY US, POST OFFICE SO CDR H026 SHEET 9. CONSTRUCT CEMENT CONCRETE 12' WIDE DRIVEWAY TYPE R1 PER SO COR 104.1 FOR 11 VAULT MAINTENANCE ACCESS. LOCATION AS SHOWN ON PLANS. SEE DETAIL SHEET 8. o CONSTRUCT 4 BOLURDS AT DETENTION/WATER QUALITY VAULT ACCESS DRIVEWAY. �$ 12 (OUTER 2 BOLLARDS FIXED, MIDDLE 2 BOLDNESS TO BE REMOVABLE) E: ,y� .=9�6N I} CONSTRUCT POROUS HMA PAVEMENT FOR DRIVEWAYS ONSITE PER SO COB 261.10 SHEET 8. F` O Eae&&YE SW g3��W 14 CONSTRUCT OVERLAY OF PAVING PER SO CDR 110.2 SHEET 9. q+ wR JEa 555 � 15 CONSTRUCT THICKENED EDGE OF PAVING AT TRACT A. a �p oSS 16 CONSTRUCT 10' WIDE LANDSCAPE STRIP AT BACK OF WALK. PER LANDSCAPE PLAN (L-1) c4 \ 17 CONSTRUCT STREETLIGHTS PER APPROVED PUNS BY OTHERS. O \ R IB REMOVE, PROTECT & RELOCATE EX. STOP SIGN & POOL (SALVAGE EC OBJECT MARKER TO 0 \ CITY, STOP SIGN POST MUST MEET CURRENT STANDARD OR BE REPLACED ) LOCATE PER 0 CITY STANDARDS. ADD 12' THERMOPLASTIC STOP MR 0 IF 19 INSTALL CID RPMS 14' FROM N. CURB LINE (EMEND FROM STOP BAR 30' TO W.) N / S-Ag11 20 REMOVE EX. RPMS FROM ER E'LY. STOP MR W. TO NEW CNERUY AREA Q / 21 CONSTRUCT HMA PAVING PER SD COB 103 SHEET ED J ea+ GRAPHIC SCALE a deHE zo D m zo L sa w SCALE IN FEET 18 STEP BAR CRY 1"=20' 5 THIS SIDE A e = 17w80 MATCH LINE SEE LOWER LEFT IS 4820 12°Ix NE/OUT w „eM t9 I m L6~O Ef Z o N mZ5 J Ch. ch M Be BNEI md a O % POKER INGNO..8 PER O$ RECORDING N0..0202030W0 L5� / TELEPHONE EASEMENT PER RECORDING NO..: U03290514 / C J ry 5 IE 397.74121H EDT T IN 1 W COO C� O g -gym n ff e= �IW Ed ELI N �00� �pk of N Z j Pit W a N O I rill w$ O 00 ZI OORat I J jH H a M a Q BACKR�LL� EX. GSDITCH w_ J VeYSN,S BMACE A INING � a a .'SZ`ime A lYP 1 PIE wl §' W VANED GRATE 2 i W FCxA -, P R CO A SD 200.10, 204.D0 .WL _g a�__mm oo LOG. qN E%IB'CPWW , TOP 39L Of REM SET g IS 388.99 NEW 121 & - I- .. Co m IF 30B 49 E%. IB' CPOR us Ct" z I � a IN COMPLIANCE WITH CITY OF RENTON STANDARDS _& US POSTAL SERVICE " APPROVED FOR MID DEVELOPMENT ENGINEERING O U) LOCATION msippo 06/25/2021 T Z v W 17+00 MATCH LINE SEE UPPER RIGHTus PosTMASTER Z LITCHFIELD ENGINEERING ENLwGED 1" AT 8DE"'� T6 Ew Ne zn DATE DATEJ SCALE: I'=10' SEE ROAD SECTION B SHEET 6 TOR PAWNG/DUEN90x5 X C GREEN'S LANDING SHORT PLAT 4-23-21 12$4O $ISO AVENUE NE 4 CML CONSNUCTON PERMIT APPLICATION FOR NEW OWNER KAL 4-23-21 KAL �.•,. AS NOTED CITY OIU) TaPWaMTpOwBMW�YaM Db r6A Kirkland Washington 98Q34 3 CONSTRUCTION PLAN RENSIONS/NEW OWNER SUBMITTAL KAL 10-28-M KALoAaw KAL 5008 NE 2ND STREET 1-800-424-5555 / Te114251821 0 9 F (4251821-57 REVISED PER Cltt REDLINE GUNMEN KAL 6-20-19 KAL RENTO NDiv M1TMWOEl Laalwan ceweer 1 CONSTRUCTION PLAN 1ST CITY SUBMITTAL KAL 3-21-19 KAL wax KAL DATUM ROAD & DRAINAGE LLI w mJTFMATLWN STAMP NOT VALID `� KAL Nc MU T ONE Planning/Building/Public Works DepINCH t. ORANING xo4 w 3� UNLESS SIGN[D AND DATED Covx19R1 ©200o NLcnnsln Engineering. Inc, All rights reserna. N0. REVISION BY DATE APPR CONTROL PLAN SHEED VIAL OF.16 (� R-418304