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HomeMy WebLinkAboutR-41774230 20 SUMMER - 15.18 WINTER - 13.18 10 0 -10 20 30 20 SUMMER - 15.18 WINTER - 13.18 10 0 -10 20 EX GRADE FINISHED GRADE AT CL OF PIPE AT � OF PIPE 13 102LF 12" HDPE 0 Q30% ____ __ ___ ____ ___ ____--- 6" FIRE 103LF 12" HDPE 0 0.30% 1061-18 30" PVC DRAIN 1062-18 1060-18 24" PVC DRAIN W/ HERRINGBONE GRATE W/ HERRINGBONE GRATE PROVIDE 2' SUMP RIM = 18.55 IE (IN) = 14.99 (12" HOPE N) 24" PVC DRAIN W/ HERRINGBONE GRATE PROVIDE 2' SUMP RIM = 18.35 PROVIDE 2' SUMP RIM = 18.65 IE (IN) = 15.25 (12" HDPE S) IE (OUT) = 14.99 (12" HDPE W) IE (OUT) = 15.30 (12" HDPE S) IE (OUT) = 15.56 (12" HDPE N) 0+00 1+00 1060-18 TO 1062-18 SEE SHEET C501-6A & C501-68 2+00 FINISHED GRADE SEE APRON R AT � OF PIPE 14 EX AT GRADE OF PIPE 92LF 18" HDPE ® 0.209. PLANS FOR 6 CONTINUATION _ _ _ _ _ _ _ _ _ _ _ _ IL POWER AIR 30" STORM WATER 1061-18 1064-18 1065-18 30" PVC DRAIN 30" PVC DRAIN 30" PVC DRAIN W/ HERRINGBONE GRATE W/ SOLID LOCKING LID W/ SOLID LOCKING LID PROVIDE 2' SUMP RIM = 1&75 RIM = 18.76 RIM = 18.55 IE (IN) = 14.65 (12" HDPE E) IE (IN) 14.47 (18" HDPE E) IE (IN) = 14.99 (12" HDPE N) IF (IN) = 14.65 (12" HDPE S) IE (OUT) = 14.40 (18" HDPE N) IE (IN) = 15.25 (12" HDPE S) IF (OUT) = 14.99 (12" HOPE W) IE (IN) = 14.94 (12" HDPE N) IE (OUT) = 14.65 (18" HDPE W) 0+00 30 20 SUMMER - 15.18 WINTER - 13.18 10 0 -10 -20 0+00 1+00 1061-18 TO 1065-18 SEE SHEET C501-6B EX GRADE AT � OF PIPE FINISHED GRADE AT OF PIPE 12" HOPE 0 0.50%--- ---- - ---56UP 12" HDPE 0 Q50X--- --- ----100LF 1063-18 30" PVC DRAIN W/SOLID LOCKING LID RIM = 18.61 IF (IN) = 14.93 (12" HOPE W) IE (IN) = 15.04 (12" HDPE E) IE (OUT) = 14.93 (12" HDPE N) 1064-18 30" PVC DRAIN W/ SOLID LOCKING LID RIM = 18.75 IE (IN) = 14.65 (12" HOPE E) IE (IN) = 14.65 (12" HDPE S) IE IE (IN) = 14.94 (12" HDPE N) IE (OUT) = 1065 (18" HDPE W) URE 729-18 SAFE DRAIN RIM = 18.45 (OUT) = 15.44 (12" HDPE S) 1+00 1063-18 TO URE 729-18 SEE SHEET C501-6A & C501-60 WSP AC "( 3330I 9N AvenueX tl CALL 48 HOURS 1 I S 300 ai 9B0012Kb F!ID(2Wry, BEFORE YOU DIG 1- 1-QDB-424-.>JRJ.> FAX: G06)431-2250 FAX: (i(6)431-E350 SYM REVISION BY APPROVED DATE ORIG APRON R - CENTRAL C180242 WSP SPT 07/09/21 REVISION 30 20 10 0 30 20 10 0 30 30 20 20 SUMMER - 15.18 WINTER - 13.18 0 10 0 0 -10 -10 -20 FINISHED GRADE 5 EX GRADE AT OF PIPE AT � OF PIPE 107LF 12" HDPE ® 0.30% 15LF 12" HDPE 0 0.50% i 30 STORM 1063-18 30" PVC DRAIN ORE 727-18 SAFE DRAIN RIM = 18.45 IF (OUT) = 15.25 (12" HDPE E) W/SOLID LOCKING LID RIM = 18.61 IE (IN) = 14.93 (12" HDPE W) IE (IN) = 15.04 (12" HUFF E) OR RI RI IE IE (OUT) = 14.93 (12" HDPE N) -20 2+30 0+00 -10 -20 2+00 2+24 SEE SHEET C501-68 30 20 SUMMER- 15.18 WINTER - 13.18 BY I APPROVED I DATE 10 0 10 20 1+00 URE 727-18 TO URE 728-18 SEE SHEET C501-68 86" 15 EX SS 4DLF 12" EX HDPE ® 0.17% -65LF 12" HDPE 0 0.20% 493B CB TYPE 2 (48") VPAL RIM = 19.04 IE (OUT) = 14.54 (12" HDPE S) 49OC-14 EXIST CB TYPE 2 (48C) VPAL RIM = 19.21 IE (IN) = 14.41 (12" HDPE N) IE (IN) = 13.66 (12" EX HDPE S) IE (IN) = 16.50 (6" EX DI SW) 0+00 1+00 493-B TO 490D-14 SEE SHEET C501-6C �BOEArw" GENERAL NOTES 30 SAFE M 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. 20 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 10 CONSTRUCTION. 3. REMOVE SECTIONS OF ABANDONED PIPES AS REQUIRED WHEN IN CONFLICT WITH NEW STORM CONDUIT. SEE PIPE ABANDONMENT PROCEDURE ON SHEET C501-16. 4. PROVIDE 6" MINIMUM VERTICAL CLEARANCE FROM O.D. AT STORM CROSSINGS 0 5. PROVIDE ETHAFOAM BETWEEN PIPES WHERE 6" MINIMUM CLEARANCE CANNOT BE E 728-18 ACHIEVED DRAIN = 18.45 6. SEE GENERAL NOTES ON SHEETS C501-1B. (OUT) = 15.12 (12" HDPE W) 7. ® UTILITY CROSSING. SEE PIPE CROSSING TABLE ON SHEET C501-6G -10 _an 1+39 30 20 10 PIPE ABANDONMENT 1. REMOVE SECTIONS OF ABANDONED PIPES AS REQUIRED WHEN IN CONFLICT WITH NEW STORM CONDUIT. SEE PIPE ABANDONMENT PROCEDURE ON SHEET C501-1B. 0 490D-14 EXIST CB TYPE 1 RIM = ??? IE (IN) = 13.72 (12" EX CONIC S) IE (IN) = 16.50 (8" EX DI W) 20 0 20 40 -10 IE (OUT) = 13.72 (12" EX HDPE N) HORZONTAL: IE (OUT) = 13.28 (12" HDPE NE) Seale feet 10 0 10 20 20 VERTICAL: 1+50 scale feet R-4177042 IN COMPLIANCE WITH CITY OF RENTON STANDARDS [CIVIL PER Ichavez082570 0 ACCEPTABILITY JDRAWN WE DM 07 09 21 SUBTITLE CURRENT REVISION SYMBOL DATE THIS DESIGN AlSTORM DETAILS C180242 OR�C 07/09/?1 SPECIFICATION IS APPROVED SPT 07 09 21 SHEET APPROVED BY DEPT. DATE JDM 07 09 21 TITLE APRON R - CENTRAL C501-6F C42 CHECKED APPROVED RENTON SITE JOB NO, C180242 COMP NO APPROVED CIVIL MASTER 11 RENTON, WA DWG NO, RTN-YD-0501-6F