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Home My WebLink AboutR-413721Fqa 0 Lu 00o I� \ I I / 00 EXST CB-1 I dw ZO l NId2i—�s RIM-22.10 � I — v I � — I _ � I ammommomm I I I 6tl-3d I I •-0 I II;tl-d(-1 w I I 4 tl-3d I I I v oI I ' w � BLDG I I I A STALL I 5 105 I I I \ I LEASE LINE _ — I PROPERTY_ - -- 4LF 1811 DURASLOT DRAIN .- a 26 0o a 11 - ---------------- 2 - p o0 a I I — EXST CB-2-20 RIM = 22.27 I INV (N) = 19.70 a— N: 181404.66 I E: 1299238.42 III I STALL c 0 A-6cz I 0 BLDG 5-104 � .CONSTRUCTION NOTES: 2�15" DURASLOT TRENCH DRAIN 1 1 C511 [Z:�TYPE 1 CATCH BASIN W/ SOLID LID ! 1 C507 1�CONNECT TO EXISTING STRUCTURE I � � �18" DURASLOT TRENCH DRAIN E_7._�,ABANDON EXISTING PIPE IN PLACE. BOTH ENDS OF THE PIPE SHALL BE PLUGGED AND PIPE SHALL BE GROUTED SOLID AT LEAST PLAICE THE DIAMETER OF THE PIPE. I � V_t::,MAINTAIN EXISTING STORM DRAINAGE FLOW. PROVIDE TEMPORARY BYPASS AS NEEDED. GENERAL NOTES: I II BLDG o — A5 ' — I I �— —co I A I I I mlI DI I� Iv I °STALL 5-106 ° N wA4 ° ° 0 =BLDG cnII 05-107 w I I Iw I 0 I I� DI m II D I I I I I I A p0 n � II I I II I I I I°° II aNf102l9 DIl �'s I I I II \ I I CD I I Zp SSB I I I N II II I I I I II It o 0 � z N _ I 2 Iz r— III 0 I I I I I I I l0 M I I I BREAK --- 0 0 r4-) CD I U w w c/') l w I cr) O ~Q Z to Z O 0 I I f w z U CP 213 ��Z SET SCRIBE - - A _ _ A � - $ A-- A:====E= o y— T_ — — p --- A- r A-E�-= A� c� �� -_ A---- A- CW - 2�0SSB ' -- ,q= A=�= A--€ - - _ _ _ A - CP 214 A=-E= A- -- A CW_�A CW Z SET PKW - L ==E T _-- A -E $ - = A CW A CWA n A CW CW SB P CP 216 �W BLAST FENCE _ _ _ — S =�W= BLAST_ FENCE - F---- E- - Z MAG SET _ _ E - - - E---- E _--- �G iw Zpp' SS G A---- q Z ET _ _ _ ETA gyp, C q = -- A —A-€ -�— A CW W U As q{ qAE�__-= A—- q CW CP 215 -- --- -J� A - - qCW A CW CP 207 - _ _ Z SET PKW - -� _ - - - -�� P _Z PKW SET 7"W -- ��_ E-- ICE--- E o -- 5� (INV (N) = 20.39 W N: 181484 335 FW BLDG FW —" ` E: 1299440.26 _ � F ' -SS - 5 _ 51 1pp, SSB — -SS _ _ — � BANpONEs SEWER — —SS _ TI p, A _ S �- 1 °SSB 1 _ —Ss-- _ _— T -SS - _ T po' SSB FW F T-�S= — T - - - I 0 _ CP 209 0� T ---- T Z PKW SET' SSB _ T __-- T _ SS �= _ D - -_SS--o 0 0 SS- __ 1 / / \ — 'SS SSB —S _ + SS H RIM 3.45 _ �S� ASBANDONED, oL�o� — E — B ' op SS S _ _ E ♦ i IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING �� jchavez 05/05/2021 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE �0Cr ORIG 737 MAX FLIGHTLINE UTILITIES -APRON A CI PROJECT RT TWN 04.13.16 - APRON A Cl PROJECT - SITE DCN-06 RT TWN 09.27.16 - CITY OF RENTON PERMIT REVIEW COMMENTS RT TWN 05.23.16 - RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES RT TWN 10.28.16 - APRON A Cl PROJECT - SITE DCN-01 RT TWN 06.13.16 - APRON A SITE STORMWATER IMPROVEMENTS-30% RT TWN 01.17.18 - APRON A Cl PROJECT - SITE DCN-02 RT TWN 07.19.16 - APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC RT TWN 07.14.20 - APRON A Cl PROJECT - SITE DCN-03 RT TWN 08.05.16 - APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS RT TWN 09.29.20 0 K ■ ' - _ , ♦ ♦ ♦ ��SE ' ' CP SET \ __— ♦♦ PR CAp__ , E' ER R ♦ E• oNw , FoN W C�MME R RAVER � � r CP 206 Z PKW DC 20 10 0 10 20 40 APRON A PLAN z SCALE. 1:20 SCALE: 1 = 20 ACCEPTABILITY R. TEMPLADO THIS DESIGN AND/OR TH CK D IW ASH.� SPECIFICATION IS APPROVED ENGINEER ` APPROVED BY DEPT. DATE T. NEU CHECKED ,gas �a D. MURATA eGrSIYE�'' �� APPROVED JS'O NA /alb'" n000n/r=n Ad L SUBTITLE 09.29.20 09.29.20 TITLE 09.29.20 09.29.20 1. ALL PIPE CONNECTIONS TO STORM DRAINAGE INLETS, MANHOLES, CATCH BASINS OR VAULTS SHALL HAVE EITHER LINK SEAL OR KOR—N—SEAL BOOT, UNLESS OTHERWISE NOTED. KOR—N—SEAL BOOTS SHALL BE GROUTED. 2. EXISTING LANDSCAPING DISTURBED DURING CONSTRUCTION SHALL BE REPLACED AS DIRECTED BY BOEING CONSTRUCTION MANAGER. 3. MAINTAIN THE EXISTING FLOW OF STORM DRAINAGE WATER THROUGH THE CONSTRUCTION SITE AT ALL TIMES, INCLUDING THE EXISTING PUMPED DRAINAGE LINE AND GRAVITY FLOWS. THE CONTRACTOR SHALL PROVIDE TEMPORARY ROUTING PLAN FOR REVIEW BY THE BOEING CONSTRUCTION MANAGER PRIOR TO START OF CONSTRUCTION. KEY NOTE O1 FOR STORM DRAIN PROFILE SEE c3o2 c3o4 O2 FOR STORM DRAIN PROFILE SEE C302 C305 LEGEND: 100' SSB 200' SSB R-413721 STORM DRAINAGE PLAN APRON A —SITE STORMWATER IMPROVEMENTS (STALLS A3—A7 SITE 05-YD CIVIL MASTER PROPERTY LEASE LINE AIRPORT PROPERTY LINE 100' SHORELINE SETBACK 200' SHORELINE SETBACK TYPE 1 CATCH BASIN TYPE 2 CATCH BASIN DURASLOT TRENCH DRAIN STORM DRAINAGE VAULT STRUCTURE STORM DRAINAGE PIPE REPLACED ASPHALT REPLACED CONCRETE PANEL GRADE BREAK DATUM NOTE: PLANS PREPARED USING NGVD 29 AS THE VERTICAL DATUM. TO CONVERT TO NAVD 88 ADD 3.556 FEET TO ALL ELEVATIONS. T_ �_---- C303 m - C295 w1mmml C296 C302 KEY PLAN z SCALE: N.T.S. PERMIT SUBMITTAL DESIGN BY DOWL DATE 09.29.20 40'6DOWL CURRENT REVISION SYMBOL DATE W5184605 — 09.29.20 SHEET SEQUENCE NO. C302 C18 DWG NO. RENTON, WA 05—APRON—A—C302 CD N N