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HomeMy WebLinkAboutR-413716W \ I TO FA � w0 T-TOFA �TOFA � I �TOFA- TOFA \ I I � TOFA TOFA� TOFA I\ ��TOFA I \ I I � _-VI,3Sgj I �TOFA�TOFA I \ _I I A TO I I A �TOFA �TO FA�TOF �TOF I \ I I � I —TO I I I I 3NIl 3SV31 — I I I I I � � slow / I I 1-T STALL STALLI I I II / BLDG A-3 I / A-2 ► 5-108 / I STALL ° I A-1 °° I— I II � ° I I II I� I I I I I / I II i i I ° I II I / I I I I N: 180854.35 E: 1299483.82 CONSTRUCTION NOTES 1 ' CONSTRUCT TRENCH DRAIN ASPHALT C� 3 511 PAVEMENT PER SECTION LJJI I ®CONSTRUCT TRENCH DRAIN z 1 CONCRETE PAVEMENT PER SECTION 1 J C511 1 ri w �FOOTING MARK A PER SCHEDULE AND DETAILS S u JFI I ® FOOTING MARK B PER SCHEDULE AND DETAILS S 1 1 0- � l�l �I I� LEGEND I ° TYPE 1 ASPHALT PAVEMENT( L 0° C502 I �- TYPE I STANDARD 1 1 I I CEMENT CONCRETE PAVEMENT C502 1 00' ssB 100 SHORELINE SETBACK 200' ss1 200' SHORELINE SETBACK I I I II _ 2' N 1,320 SF REPLACED _ �,—� A ° N I � I N: 180690.92 — _ I o II I 2' E: 1299478.93 I , o I N: 180850.93 MIN ASPHALT PAVEMENT �w - A I N: 180538.54 I / MIN r E. 1299466.32 80889 65 _ — s — _ _ — -� w I I — E: 180538..44 Ilo 0 1,550 SF REPLACED I -� E: 1299480.83 P cw cw �� _ I I CONCRETE PAVEMENT g 1LLJ cn 9 I 1,226 SF REPLACED I_ u_ ° -CD LLJ I ASPHALT PAVEMENT VP ° ° �� �,� - - o � g' TYP x cn ° �� 8 3 ° ° g 3 CP 212 z Poi Z PKW SET O I\ ILJI - � � N: 180845.19 s-rs � _ Z° Q d IlljlJ= 7 20, TYP MATCH E: 1299475.80 �_ ° I z I_ N: 180691.76 EXISTING SPACING —�— _ � I 8 N: 180882.35 8 200SS I z -� E: 1299487.89 E: 1299489.48 ° o ° I I —� \�� I I I I L7, I I ~\ \ \ �N. 180539.16 E: 1299499.41) o° Z ° 0Ij ° ° o� O I a_j I I ° 0 F I I I — — I — � o I to I I ®D 0 XX\ I I I I I � I I I 1 I ° IN COMPLIANCE WITH CITY OF RENTON STANDARDS o � ° 0 BLDG 5-08 U 0 mO 01 0 SYM REVISION BY APPROVED DATE SYM REVISION ORIG 737 MAX FLIGHTLINE UTILITIES -APRON A Cl PROJECT RT TWN 04.13.16 - APRON A Cl PROJECT - SITE DCN-06 - CITY OF RENTON PERMIT REVIEW COMMENTS RT TWN 05.23.16 - RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES - APRON A Cl PROJECT - SITE DCN-01 RT TWN 06.13.16 - APRON A SITE STORMWATER IMPROVEMENTS-30% - APRON A Cl PROJECT - SITE DCN-02 RT TWN 07.19.16 - APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC - APRON A Cl PROJECT - SITE DCN-03 RT TWN 08.05.16 - APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS < 0 0 9 ❑ 200' OFFSET LINE FROM SHORELINE N: 180847.01J N: 180882.87� E: 1299492.47 E: 1299495.53 vd J ✓ SS° I Zoo I 0 I Ss� 00 0 Q C I Q m BLDG 5-50 100' OFFSET LINE FROM SHORELINE 0 O ❑ SSA BY APPROVED DATE RT TWN 09.27.16 RT TWN 10.28.16 ""A RT TWN 01.17.18 RT TWN 07.14.20 RT TWN 09.29.20 Fu S 110000, ISTF NAL ... o� e \ ° ° ecif O 00 O VV D I� ,Z o 1 / jl x N: 180890.16 z E: 1299486.88 Fw FI x = 1 IQ x 1 1 0 I O 0 C� 1 � ss Sy 1 —�o ss 5 — / ss— — 100' � E Ss- ,- ___ x 1 o r ' O — 100 SSB / ® x v \ Q DRAWN DATE SUBTITLE ACCEPTABILITY R. TEMPLADO 09.29.20 PAVING PLAN THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED T. NEU 09.29.20 GENERAL NOTES: 1. FINAL ASPHALT PAVING LIMITS SHALL BE APPROVED BY BOEING CONSTRUCTION MANAGER PRIOR TO FINAL SAWCUTTING. 2. THE CONTRACTOR SHALL SAWCUT FULL DEPTH ALL PROPOSED PAVING EDGES TO THE LIMITS APPROVED BY BOEING CONSTRUCTION MANAGER PRIOR TO FINAL PAVING. 3. EXISTING LANDSCAPING DISTURBED DURING CONSTRUCTION SHALL BE RESTORED AT THE COMPLETION OF CONSTRUCTION. THE CONTRACTOR SHALL MAKE A LIST OF ALL PLANTS DISTURBED FOR RESTORATION AND PROVIDE THE LIST OT THE BOEING CONSTRUCTION MANAGER. APRON A PLAN z SCALE: 1 = 20 20 10 0 10 20 40 SCALE: 1:20 DATUM NOTE: PLANS PREPARED USING NGVD 29 AS THE VERTICAL DATUM. TO CONVERT TO NAVD 88 ADD 3.556 FEET TO ALL ELEVATIONS. r\ L- I I L- -\ I v SCALE: N.T.S. PERMIT SUB DESIGN BY DOWL R-413716 MITTAL DATE 09.29.20 40'6DOWL REVISION SYMBOL W5184605 ENGINEER TITLE APRON A -SITE STORMWATER IMPROVEMENTS STALLS A3-A7 C223 APPROVED BY DEPT. DATE T. NEU 09.29.20 CHECKED D. MURATA 09.29.20 APPROVED SITE 05-YD APPROVED CIVIL MASTER RENTON, NIA DWG No. 05-APRON-A-C223 09.29.20 ;E N0. C13 0 N N