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HomeMy WebLinkAboutR-4014193/4 2#8 480V /< I � I �O I 4 I S _3 S .� t -13 z IMH-II c-� RIM 21.88 I FL 15.30 �1 INV N/W 19.38 TAP BOX K19.41 1812A-A VAULT D2 CM, 8.56 TOP 22.26 �•tc.., �E d�s ec`nia / 40B� TOP 1.67I 21.85 CO ASPHALT 596 INV W CAP 20.0 BOT 19. 21.8 INV E 6•• INV N S 18. 21.79 S INV S 18. BOT 5 �Z I -nAm 4F • • GpASP • r� a� e a • . _ , i vvv� • ,.: AAAA ��__ .� _. i0o _ Ma 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, !W \\\\\\\t \\\\\\\\ . N� NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL 1 9 U.tl% DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). mom OF-1-0 VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN 22.60 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS TOP 20 IN �IN • • " ' s, - 1 • - Vl • 5D SD 1 .0 O 6'• CO I ASPHALT rn c� No. 693 CB -I TOP 21.20 6 I OT W g, /CAP 19.5 I ASPHALT No. 692 B-I P 21.73 INV w/CAP 20.4 BOT 19.6 I 6■ I I I PH 4-75 CONC No. -II-48 - - L-Li - - I Cw 3� REMOVE AND SALVAGE WHEEL STOP - 5 EA 7 6 m 1 Oz 4� PROTECT UNDERGROUND POWER CONDUIT. RELOCATE G LTG 5 C) AS REQUIRED 1 Q 73 PVC +80.64 x 3 INV=19.78 EXISTING ABANDONED SANITARY PIPE CO gCO CO COCoO z 2 ■ � � � 6° VC I z EXISTING ABANDONED STORM PIPE. REMOVE AS REQUIRED 2 p CO I O 'o O 7� HYDROBLAST EXISTING PAINT MARKINGS HH N 18.5 CW 1 Q::� INV 18.5�0 685 CD SW 18.E CB -I 60T OP 21.31 22.7 2 I 6» A .� I I 2 I I I z r_- \ Is 2 UG 4-66 CB-695 2 UG SPARE TYPE 650 TOP=2' 72 c� INV=20.72 1 1 � 73 I SDCB 674 ::5= RIM 22.66 2. 1' X 7' INNER DIMENSION ' RIM#77= 22.64 I KEY PLAN 1 #77 8 UN BILE TO OPEN SCALE . NONE 5PV 18" C M P (N) 17 _ 5 LF 4- ®0.05 -o -' 18" (S) 1. E. = 19.7 3 A B C D E F G H J K L ,< I C 10 VAU ` N, 22.75 I C 11 p PTI - \ S1L UP U U C12 I CB-6 6 y C 13 ° 0 TYPE 50 1 I 4 C14J�'JN - TOP=2 .75 - - INV=20. 5 - C 15 7 - y i W o® 1 2 I C16 1 C17 Y 1 SDCB 672 C18 ° RIM = 22.63 ' MF D3 J" 2 2.1' X 1.7' INNER DIMENSION C19)JU L TYPE 1 - #77431 0 :j 18" 3 (N 1. E. 19. 3 I C20 EE 8" C (S) 1. E. 19. J 9 I C21 C22 1 C23 0 �� - - RIM 21.21 BOT 16.7' :77' C24 INV W 18.20 <:':: 1 C25 0 0 No. 691 CO INV S 18.20 1931 TYPEI C26 CB -I 32 TOP= 16 ` TOP 21.8 ` INV N 18.3 CL N 684 IAC27 2 6` I SEC84 LA INV E 18.3 = CB-1 BOT 17.3 S' s S C28 TOP 1.46 B ��nn ° GQ�G 82 ��� 1905 INV 18.1 59 LF 40 00. i-ii RIM 622.71 C29 FH45 's 22.02 INV N 18.2 6» A 7 2 1. 7' 1 MENSION I C30 No_� 6892A96 BOT 1 .0 Q TYPE 1 - 82 I ' C0 293 CB II-48 �, N Z CIA 18 2 E. 19.56 R-401419 .38 TOP 20.30 'OE`,o "° 1 S x 1 2 ( S) 1. 19.53 INV S 17.48 INV W 17.50 00 .51 BOT 15.30 14.80 ASPHALT � L - L 1 _ i IN COMPLIANCE WITH CITY OF RENTON STANDARDS 4), Berg erABAM MATCH LINE FOR CONTINUATION SEE SHEET C18E CIVIL PERMIT SET DEVELOPMENTENGINEERING CALL 48 HOURS " � /3 20 0 20 40 Ann Fowler 12/14/2018 ' BEFORE YOU DIG 33301 9th Avenue South, Suite 300 V 1-800-424-5555 Federal Way, Washington 98003-2600 DESIGN BY: BERGERABAM DATE 10/22/2018 (206) 431-2300 Fax: (206) 431-2250 scale feet SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE �N P. THIS ACCEPTABILITY CHECKED HL 10/09/18 PARTIAL SITE REMOVAL PLAN C180242 M 10/09/18 M MITIGATION HANGAR C180242 ABAM SPT 10/09/18 F D-35 ENTRANCE J#140882 REI DED 12/12/07 T� SPT 10/09/18 SHEET w of WAsx�� G SPECIFICATION IS APPROVED L 737 MAX DUCT BANK - RECORD W1759198 ABAM 10/31/15 G DRAWING OF RECORD J#140882 REI DED 12/12/07 ® ���`� c°>� APPROVED BY DEPT. DATE ENGINEER 10 09 18 TITLE MITIGATION HANGAR CHECKED C 17E-R C10 B PARKING LOT 15 REI DED 03/12/04 H UPGRADE 20 SCALE SITE PLANS (DHA 09-1637) 9488981 AAC DAH 04/30/10 ,^�A'TOA' ^IT��31z71 ti° �q, APPROVED K Iv I Iv JI JOB NO. MP N E LOT RECONFIGURATION J#031098 REI DED 10/11/06 J GATE D-35 AND BADGE OFFICE -RECORD W1855850 ABAM 11/30/14 SSI�isTCR�G C180242 ONAL 6 D DRAWING OF RECORD J#031098 REI DED 11/04/04 K I PED PATHS & PARKING - RECORD W2651523 ABAM 05/01/15 APPROVED CIVIL MASTER SITE RENTON, WA DWG NO. RTN-YD-17E-R No. 6B83 CI INV 5 19.' TOP 20.26