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HomeMy WebLinkAboutR-401442. • 1 - .. II II WMH I I I I III 00 I I•) I 3 � I I 35 -12" I I N 12 ®0.% 42 LF-12" -12 ® 0.5% ' NO TOP A INV .31 BOT 19.7 I I W I I VL T � STS I I II I I o I I I 1 I I I I 1 � I �I - - U wSISI' l w 181 LF 8 HDPE - 61 PI 1 I I z 81 LF 8" HDPE O < I I z i z CO j I it of 1 � I I CD I I I I IIII � z l I I II i = 81 LF 8" HDPE Q I I �I x I ilil 2 I I � I I III IrJ ... _ loll Il1l111 • : 11 „ • ' Ili%� i i1 oil ■v - I �51 POIWER C.�THODIC ILI I� I I I I . 118" Sd CD o I � I I I o I I I � LUIq I I I I zl� I I I N I i T. X HPW � I � I 11, PIV 3" PVC DRAIN OWER AND TIE LINE IN O PIV IN CASING O PIV (2)WMH RIM 27.2 �I I I �- -Z I I I I T I I - QII I N I I I z I I _T �� I M I I I w I I = III I I I > I I I M: I Ij<I II I I I IQ I I =I SCV �� I i i II i I i � I j XiI I j o ul I I I IPIV N III VLT SCV II I I I I i I i1� I I I C I I I I WV III' i I I > FH I Ilc� I I I I I l a l w I 0 > I I o II I I I VLT t o IN N j _ Z w II I I I I IN I m lU o I�y I I I I I I I N�o If I I I I I to I III I I I I I I I I I I I Oil J I I x l I VLT I I I I SCV q o I 1 24" SDI I l i I I I 672C . 18 1 NIL I` III CB TYPE 1 W/BEEHIVE GRATE I 11 RIM: 23.20 I I N: 183383.74 _ �I 1 90 LF 8" HDPE E: 1300585.93 _ o I I I I I I IE (W) = 20.26 (8" HDPE) I c IE (S) = 20.26 (6" UNDERDRAIN) z I I cn MATCH LINE - FOR CONTINUATION SEE SHEET C18F 1 I II I i i 111� I � I I Cq III 1 � i I I I III mmomm ■■MO.. E 1 W/BEEHIVE GRATE--ml. o c�- �1; •• �Ililonil�l�: 1 : HDPE, IE (N) = 20.53 (6" UNDERDRAIN) iI I 2 CV U cV No. 535 DI TOP 24.93 No. 537 No. 536 - SDMH-G-48 TOP 25.13 RIM 25.24 INV NW 21.59 INV SW 21.64 INV E 20.34 INV N 20.4 INV S 20.4 BOT 18.9 11II � 673B-18 1 CB TYPE 1 W/BEEHIVE GRATE RIM: 23.00 N: 183433.30 E: 1300548.30 IE (W) = 19.99 (12" HDPE) IE (N) = 20.25 (6" UNDERDRAIN) I x i ber erAI3AM �� CALL 48 HOURS BEFORE YOU DIG 33301 9th Avenue South, Suite 300 1-800-424-5555 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE M MITIGATION HANGAR C180242 ABAM SPT 10/09/18 F D-35 ENTRANCE J#140882 REI DED 12/12/07 BOE,AV" 0 N MITIGATION HANGAR - CITY OF RENTON COMMENTS C180242 ABAM SPT 10/19/18 G DRAWING OF RECORD J#140882 REI DED 12/12/07 B PARKING LOT 15 REI DED 03/12/04 H UPGRADE 20 SCALE SITE PLANS (DHA 09-1637) 9488981 AAC DAH 04/30/10 E LOT RECONFIGURATION J#031098 REI DED 10/11/06 J GATE D-35 AND BADGE OFFICE -RECORD W1855850 ABAM 11/30/14 D DRAWING OF RECORD J#031098 REI I DED 1 11/04/04 K PED PATHS & PARKING - RECORD W2651523 ABAM 1 05/01/15 III UGP GENERAL NOTES 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) = NGVD29 + 3.60 FEET. 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. 3. SEE SHEET C501-1A THROUGH C501-1D FOR LEGEND, ABBREVIATIONS, AND GENERAL NOTES. X 1 4. SEE PAVING AND GRADING DETAIL PLAN SHEETS C501-5A X THROUGH C501-5D FOR PAVING DETAILS, HORIZONTAL CONTROL AND GRADING INFORMATION. 5. SEE STORM DRAINAGE DETAIL PLAN SHEETS C501-6A THROUGH C501-6P FOR STORM SYSTEM IMPROVEMENT DETAIL. 1 6. SEE UTILITY DETAIL PLAN SHEETS M501-1A THROUGH M501-1 D FOR FIRE WATER SYSTEM IMPROVEMENT DETAILS. 7. SEE CHANNELIZATION PLANS FOR PAVEMENT MARKINGS, TRANSIT FEATURES, AND SIGN IMPROVEMENT DETAIL. 8. ALUMINUM DRAINAGE FLAP GATE SHALL BE WATERMAN INDUSTRIES AF-41 TYPE 6 SPIGOT FOR HDPE AND SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATION. 9. NEW TYPE 1 IS IN BIORETENTION CELLS SHALL BE PER CITY OF RENTON STANDARD PLAN 200. AIRCRAFT RATED STRUCTURES ARE NOT REQUIRED. 10. FRAME AND BEEHIVE GRATE SHALL BE OLYMPIC FOUNDRY TYPE 1 SM60 AND SM60BH OR APPROVED EQUAL. I 11. SEE SHEET C501-6Q FOR EXISTING PAVEMENT GRADE DETAILS X AT BIORETENTION CELLS. BIORETENTION CELL PER DETAIL 1 ON SHEET C501-6E I 2> BIORETENTION CELL PER DETAIL 1 ON SHEET C501-6F CONSTRUCTION NOTES N 70i PROVIDE STORM DRAINAGE CATCH BASIN TYPE 1 WITH 1 BEEHIVE GRATE PROVIDE 4" WIDE WHITE LINE FOR NEW 23'x9' PARALLEL PARKING STALL W-401407 L I S-401407 I KEY PLAN SCALE : NONE A B C D E F G H J K L I C10 C11 C12 C13 C14 C15 C16 D C17 C18 C19 C20 PILE I C21 C22 O C23 C24 C25 C26 L E C27 C28 C29 C30 CIVIL PERMIT SET V3 20 0 20 40 DESIGN BY: BERGERABAM DATE 10/22/2018 scale feet DRAWN DATE SUBTITLE ACCEPTABILITY CHL HECKED 10 09 18 THIS DESIGN AND/OR PARTIAL SITE UTILITIES PLAN SPECIFICATION IS APPROVED SPT 10 09 18ENGINEER TITLE MITIGATION HANGAR APPROVED BY DEPT. DATE BEE 10 09 18 CHECKED APPROVED RENTON SITE APPROVED CIVIL MASTER SITE R-401442 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Ann Fowler 12/14/2018 0 SURFACE WATER UTILITY rstraka 12/14/2018 CURRENT REVISION C180242 SYMBOL N DATE 10/19/18 SHEET C 17 F C33 JOB NO. C180242 COMP NO. RENTON, WA[6WG__N_0. RTN-YD-17F