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HomeMy WebLinkAboutR_401369GENERAL NOTES 30 20 Of I ELI -20 0+00 JU EX GRADE AT UTILITY TRENCH FINISHED GRADE AT OF PIPE (6) 4" POWER 1" POWER 70 LF 12" HDPE PROVIDE COLD BEND ROWS-062 OF PIPE (2) 2" DATA WITH RADIUS NOT TO EXCEED 1 C50�-3P (1) 3" AIR MANUFACTURER'S RECOMMENDATIONS (1) 2" WATE 20 ------ ---------- ---- -- - -- -- ------- -- -_ -_ -_ -- ------ -- ----- - f C500-3Y - -- ---------- -- ----- - -_ - - --- - -- --_ -- -- - ----- ----- -- - --- ---- --------- _ -- 12" HDPE --�-- @ 0.20% - ---- 58LF 12" HDPE ----- @ 0.20% --- 49LF -- ---- 12" HDPE @ 0.20% --- --- ---- -106LF 12- " HDPE @ 0.20%• ---- ---- I • I ---'-� L'«'-I- ---� - - - �- - -- _ --- =�-- ������ _ _ -- ____ - C7 SUMMER - 15.18 NGVD 29 -� WINTER - 13.18 NGVD 29 _ - 97LF 12» HDPE @ -- 0.20% -�-�- I --- 66LF - 10 8" FIRE EX FIRE ABANDON I OUTFACE 014A IE = 6.56 1072-18 A 30" PVC DRAIN C500-3Y - - - W/SOLID LOCKING LID 1074-18 1075-18 RIM = 18.76 1073-18 » 30 PVC DRAIN 30 PVC DRAIN 0 1071-18 IE IN ( ) = 13.84 (12" HDPE N) 24" PVC DRAIN W/SOLID LOCKING LID W/SOLID LOCKING LID 2 24" PVC DRAIN IE (OUT) = 13.84 (12" HDPE E) W/HERRINGBONE GRATE PROVIDE 2' SUMP RIM = 18.59 W/HERRINGBONE GRATE PROVIDE 2' SUMP RIM = 18.41 IE (IN) = 14.72 (12" HDPE W) C500-3Y PROVIDE 2' SUMP RIM = 18.40 IE (IN) = 13.59 (12" HDPE W) IE ) = 14.72 (12 OUT HDPE N) ( 1076-18 RIM = 17.58 IE (IN) = 16.15 (12" SLOT DRAIN S) IN IE ( ) = 13.59 (12" HDPE E) 30" PVC DRAIN -10 j IE (IN) = 15.15 (15" SLOT DRAIN N) IE (IN) = 13.70 (12" HDPE W) IE (OUT) = 13.59 (12" HDPE N) W/SOLID LOCKING LID IE (OUT) = 14.03 (12" HDPE S) IE (OUT) = 13.70 (12" HDPE E) 18LF 12" HDPE RIM = 18.70 @ 0.20% IE (IN) = 15.05 (12" HDPE W) IE (IN) = 14.68 (12" HDPE S) IE (OUT) = 14.68 (12" HPDE N) on 1 +00 2+00 3+00 1071-18 TO OUTFALL 014A SEE SHEET C500-3A & C500-3A EX AIR ABANDON -EX POWER 30 30 30 30 10" STORM ABANDON URE 721-18 UTILITY TRENCH 18LF 18" HDPE @ 0.85% EX WATER ABANDON FINISHED GRADE AT EX WATER ABANDON EX GRADE AT SAFE DRAIN A (2) 4;; POWER FINISHED GRADE AT OF PIPE 142LF 12 HDPE @ 0.23% OF PIPE RIM = 18.00 IE (IN) = 14.00 (12" HDPE E) (1) 2 DATA EX FIRE (PREV ABANDONED) OF PIPE 3" AIR EX DATA ABANDON IE (OUT) = 14.00 (12" HDPE W) (1) 3" AIR WATER ABANDON EX GRADE AT 20 EX POWER ABANDON 20 20rl�_EX EX AIR ABANDON 6 OF PIPE 20 SUMMER - 15.18 NGVD 29 7 _-- --- _---_ -� I -- _ ---_ ---- _WINTER _4P-E0. - 13.18 NGVD 29-_47LF _ 12" 87% < < (4) 4" POWER 10 10 10 EX FIRE 10 3 6" EX STORM (PREV ABANDONED) 8" WATER EX WATER (PREV ABANDONED) EX AIR ABANDON 4 5 UTILITY TRENCH (6) 4" POWER 1077-18 0 EX WATER ABANDON (1) 2" DATA 1074-18 0 0 30" PVC DRAIN 0 TEMPORARY 2" WATER 30" PVC DRAIN L W/SOLID LOCKING LID RIM = 19.17IE 81 LF 18" HDPE @ 0.87% W/SOLID LOCKING LID (IN) = 15.10 (18" HDPE SW) PROVIDE 2' SUMP IE (OUT) = 15.10 (18" HDPE N) -10 URE 722-18 RIM = 18.41 (IN) = 13.59 (12 HDPE W) -10 -10 1077A-18 30 PVC DRAIN 1078-18 30 PVC DRAIN -10 IE SAFE DRAIN IE (IN) = 13.59 (12" HDPE E) W/SOLID LOCKING LID W/SOLID LOCKING LID RIM - 18.00 IE (OUT) = 14.33 (12" HDPE W) IE (OUT) = 13.59 (12" HDPE N) RIM = 19.31 RIM = 18.47 IE (IN) = 16.70 (10" EX CI S) IE (IN) = 14.40 (18" HDPE S) IE (OUT) = 15.25 (18" HDPE NE) IE (OUT) = 14.40 (18" HDPE E) -20 -20 -20 1-20 0+00 1 +00 1 +97 0+00 1 +00 1+ 16 URE 722-18 TO 1074-18 1077A-18 TO 1078-18 SEE SHEET C500-36 SEE SHEET C500-36 30 20 10 I OR -20 0+00 SYM REVISION APRON R INFRASTRUCTURE A CITY OF RENTON COMMENTS 4+00 SUMMER - 15.18 NGVD 29 WINTER - 13.18 NGVD 29 4+90�v 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. PROVIDE 6" MINIMUM VERTICAL CLEARANCE FROM O.D. AT STORM CROSSINGS 4. PROVIDE ETHAFOAM BETWEEN PIPES WHERE 6" MINIMUM CLEARANCE CANNOT BE ACHIEVED 5. SEE GENERAL NOTES ON SHEET G2. 1 CONCRETE PIPE ANCHORS AT 10' ON CENTER, SEE DETAIL II C500-3Y L-() UTILITY CROSSING. SEE SHEET C500-3AA FOR UTILITY CROSSING TABLE. PIPE ABANDONMENT 1. REMOVE SECTIONS OF ABANDONED PIPE AS REQUIRED WHEN IN CONFLICT WITH NEW STORM CONDUIT. SEE PIPE ABANDONMENT PROCEDURE ON SHEET G2. FINISHED GRADE AT 1079-18 OF PIPE 30" PVC DRAIN W/SOLID LOCKING LID 30 RIM = 19.21 IE (IN) = 15.20 (18" HDPE SE) 30 FIE (OUT) = 15.20 (18" HDPE N) EX GRADE AT ' � OF PIPE EX POWER EX WATER ABANDON 85LF 18" HDPE @ 1.53% 20 _ 20 TT SUMMER - 15.18 NGVD 29 - - -- - - I I I - - I I -I r- -- - - - - - - - - =o WINTER - 13.18 NGVD 29 8 10 1080-18 10 EX WATER ABANDON 8" WATER VEX 30" PVC DRAIN 7 1 W/SOLID LOCKING LID FIRE RIM = 18.47 IE (IN) = 13.90 (18" HDPE S) 0 IE (IN) = 13.90 (18" HDPE W) 0 IE (OUT) = 13.90 (18" HDPE E) EX FIRE (PREV ABANDONED) 1079A-18 -10 30" PVC DRAIN -10 LOCKING LID _W/SOLID RIM = 19.35 IE (IN) = 16.65 (8" EX CI S) IE (OUT) = 15.35 (18" HDPE NW) -20 I I I I I I I -20 0+00 1+00 1+13 1079A-18 TO 1080 -18 SEE SHEET C500-313 FINISHED GRADE AT OF PIPE EX GRADE AT 10" EX STORM ABANDON OF PIPE EX WATER ABANDON I 9 6" EX STORM (PREV ABANDONED) 10 -•�` I---------- ---- --------- 255LF 18" HDPE @ 0.20% - - - - - - - - ---- ---------- ---- ---------98LF 18" HDPE @ 0.25%-------- - -- ---------- - - 204LF 18" HDPE - - - - - @ 0.25% - - - - - - - - - f 1 - - - - - - - - -- TEMPORARY 2" WATER 12" FIRE --a) I \_EX 1082-18 FIRE ABANDON 30" PVC DRAIN UTILITY TRENCH 1080-18 W/SOLID LOCKING LID (6) 4" POWER 30 PVC DRAIN 1082A-18 RIM = 18.40 1078-18 (1) 2DATA W/SOLID LOCKING LID 30" PVC DRAIN IE (IN) = 13.114 (18" HDPE W) 30" PVC DRAIN (1) RIM = 18.47 W/SOLID LOCKING LID IE (OUT) = 12.37 (30" HDPE N) 2" WATER W/SOLID LOCKING LID IE (IN) = 13.90 (18" HDPE S) RIM = 18.47 RIM = 18.47 IE (IN) = 13.90 (18" HDPE W) IE (IN) = 13.65 (18" HDPE W) IE (IN) = 14.40 (18" HDPE S) IE (OUT) = 13.90 (18" HDPE E) IE (OUT) = 13.65 (18" HDPE E) IE (OUT) = 14.40 (18" HDPE E) 1 +00 BY APPROVED DATE SYM W4700331 ABAM SPT 06/08/18 W4700331 ABAM SPT 10/01/18 REVISION 2+00 3+00 1078-18 TO 1082-18 SEE SHEETS C500-313 & C500-3C BY I APPROVED I DATE 4+00 20 0 20 40 HORZONTAL: scale feet 10 0 10 20 VERTICAL: scale feet P. of WAsh� �f ""A//V" x 31271 w� ��ssioNaL V-�`�'� i BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 DRAWN DATE SUBTITLE ACCEPTABILITY JDM 06/08/18 THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED SPT 06/08/18 ENGINEER TITLE APPROVED BY DEPT. I DATE BEE 06/08/18 CIVIL MASTER 5+00 30 20 o SUMMER - 15.18 NGVD 29 =o WINTER - 13.18 NGVD 29 10 I orf -20 5+67 R-401369 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING SURFACE WATER UTILITY afowler 12/20/2018 rstraka 12/20/2018 STORM DRAINAGE PROFILE - SHEET 1 v W4700331 J `"� n """ 10/01/18 SHEET /� APRON R INFRASTRUCTURE C500.3G C52 RENTON SITE JOB NO. COMP NO. W4700331 SITE RENTON, WA DWG NO. 4-APRON-R-0500-3G