Loading...
HomeMy WebLinkAboutR_40137030 FINISHED GRADE AT UTILITY TRENCH � OF PIPE EX GRADE AT 2 10" STORM ABANDON 4" " POWER 18" HDPE STORM OF PIPE 10" STORM ABANDON C500-3P ROWS-063 (i) (1) 3" AIR C500-3Y t EX AIR (PREY ABANDONED) (1) 2 WATE 20 --- - -----------_--_-_--_ -- --------- ----- - ------------------- -- --- - ------------------- -- t- ------------------- _ ---------- ------ - ------ 1„ POWER - - - _� -�------ FC\500- --98LF 12" HDPE @ 0.48%----- -- - --60LF 12" HDPE @ 0.26%-- 49LF 12" HDPE @ 0.20%-- -----------------10 ` 6" EX STORM (PREV ABANDONED) � 1089-18 1086-18 6 EX STORM (PREV ABANDONED) 30 PVC DRAIN- ` 24" PVC DRAIN W/SOLID LOCKING LID �� \ W/HERRINGBONE GRATE 75LF 12" HDPE @ 0.20% RIM = 18.59 IE (IN) = 14.78 (12" HDPE E) 11 l I OUTI 0 PROVIDE . SUMP RIM = 18.36 1088-18 IE (OUT) = 14.78 (12" HDPE N) - - IE (IN) = 16.15 (12" SLOT DRAIN W) 30" PVC DRAIN 18LF 12" HDPE @ 0.20% IE (IN) = 16.15 (12" SLOT DRAIN E) W/SOLID LOCKING LID IE (OUT) = 14.80 (12" HDPE N) PROVIDE 2' SUMP 1090-18 RIM = 18.40 30" PVC DRAIN -10 URE 723-18 IE (IN) = 14.18 (12" HDPE E) W/SOLID LOCKING LID SAFE DRAIN IE (IN) = 14.18 (12" HDPE W) RIM = 18.70 RIM = 18.00 IE (OUT) = 14.18 (12" HDPE N) g2 LF 12" HDPE PROVIDE IE (IN) = 14.74 (12" HDPE S) COLD IE (IN) = 14.33 (12" HDPE S) BEND WITH RADIUS NOT TO IE (IN) = 15.02 (12" HDPE E) EXCEED IE (OUT) = 14.33 (12" HDPE E) MANUFACTURER'S RECOMMENDATIONS IE (OUT) = 14.30 (12" HDPE N) -20 0+00 1+00 2+00 3+00 4+00 1086-18 TO OUTEALL 012A SEE SHEET C500-313 30 20 10 U -10 -20 0+00 30 20 10 0 -10 -20 0+00 30 30 20 20 SUMMER-15.18 NGVD 29 7 WINTER-13.18 NGVD 29 10 10 012AIE=2.60 0 -10 -1 -20 4+24 0 -20 0+00 EX POWER ABANDON FINISHED GRADE AT 12LF 18" HDPE @ 0.30% OF PIPE EX GRADE � OF AT PIPE 2" WATER 3" AIR 55 LF 36" HDP WATER ABANDON 21LF 24" HDPE @ 5.17% 12" FIRE\ r 1" POWER BEND WIT �r FEX 17LF 36" HDPE @ 0.20% C500-3Y TOLDEXCEED MAC -------- - - - ----- --- ------ ---- 13 - - - ----- --- --- -- -- - -------- - - _- - ---------- i-- - -- -_-- -- -_- ---- ---- - - -- --_-�- -- ---- -�-_-- --�-�- ------ 1 --- f lV 57LF 18" HDPE -- ---- ---- --- - - - - - - - - - - - - - - - - - - -------- - - - - - - - - -I- ----------- - --- --- - - - --- - @ 1.57% 160LF 30" HDPE @ 0.60% EX FIRE 8" WATER 1082-18 1083-18 68LF 30" HDPE @ 0.60% � 1 `-- 76LF 36" HDPE @ 0.20% I 30 PVC DRAIN 30" PVC DRAIN 1084-18 I 12 W/SOLID LOCKING LID W/SOLID LOCKING LID SDMH TYPE 3 - 60" 1085-18 I I 1081-18 RIM - 18.40 IE (IN) = 12.14 (24' HDPE S) RIM = 18.17 RIM = 18.17 14 SDMH TYPE 3 - 72" A - - - - - C500-3Y 30" PVC DRAIN IE (IN)= (18" HDPE W) IE (IN) = 11.41 (30" HDPE S) IE (IN) = 11.00 (30" HDPE S) RIM = 18.94 W/SOLID LOCKING LID IE (OUT) = 12.37 (30" HDPE N) OU 12. IE (OUT) = 11.41 (30" HDPE N) IE (OUT) = 10.50 (36" HDPE W) IE (IN) = 10.35 (36" HDPE E) y RIM = 18.94 IE (OUT) = 10.35 (36" HDPE N) IE (IN) = 14.73 (18" HDPE E) 1081A-18 C500-3Y IE (OUT) = 14.68 (18" HDPE N) 30" PVC DRAIN EX 488A EX 492A W/SOLID LOCKING LID EXIST CB TYPE 2 RIM 16.58S) CB TYPE 2 - 48'> RIM = 18.58 IE IN ( ) = 10.31 (36 HDPE S) RIM = 19.02 IE (IN) = 13.78 (18 HDPE S) IE (IN) = 13.09 (18" HDPE E) IE (IN) = 14.87 (18" EX HDPE E) IE (IN) = 13.73 (24" HDPE E) IE (OUT) = 9.29 (36" HDPE NW) IE (OUT) = 14.77 (18" HDPE W) IE (OUT) = 13.73 (24" HDPE N) 1 +00 2+00 3+00 EX 49 2A TO 0 UTFALL 004A SEE SHEET C500-3C 4+00 I I ROWS-064 C500 3Q FINISHED GRADE AT 3 AIR 53LF 18" HDPE @ 2.25% OF PIPE 57LF 18" HDPE @ 0.20% 1" POWER 145LF 12" HDPE PIPE @ 0.23% 148LF 12" HDPE PIPE @ 0.20% EX GRADE AT CL OF PIPE 16 --- - _- = - =-- ------= - ---= - - ---- --- -- - ---_ -_ _ - - -_ -_ - ---------- --------- ----- ---- ---------- -- ------ ---------- -- -------------- - -------------- -- ---- -T- - - - - ---- ---- ------------------ ------- --� - - - - - - - - - - - - - --- -- - ---------- ------- --- - - - - - 15" STORM ABANDON - - - - -------II- I j ---- ------ - - - ---- --- - - - - - - - - EX POWER ABANDON 15 1096-18 EX POWER ABANDON EX WATER EX FIRE ABANDON 12" FIRE 30" PVC DRAIN W/SOLID LOCKING LID I18 URE 7DRAINB 2" WATER 8(IN) 1 URE 727 SAFE IE (IN) 6 5.09 (12" HDPE NW) SAFE DRAIN RIM = 18.25 RIM = 18.25 44LF 18" HDPE @ 0.20% IE (IN) = 14.29 (18" HDPE NE) IE (IN) = 15.08 (8" HDPE NE) IE (IN) = 14.00 (12" HDPE PIPE S) IE (OUT) = 14.29 (18" HDPE W) IE (OUT) = 14.33 (12" HDPE PIPE N) IE (IN) = 14.60 (8" HDPE NE) 1095-18 i i i IE (OUT) = 14.00 (12" HDPE PIPE NW) 30" PVC DRAIN EX 488A W/SOLID LOCKING LID RIM = 17.96 EXIST CB TYPE 2 RIM = 16.58 IE (IN) = 15.50 (15" SLOT DRAIN SW) IE (IN) = 10.31 (36" HDPE S) IE (IN) = 15.50 (15" SLOT DRAIN E) IE (IN) = 13.09 (18" HDPE E) IE (IN) = 13.70 (12" HDPE PIPE SE) IE (OUT) = 9.29 (36" HDPE NW) IE (OUT) = 13.70 (18" HDPE NW) 1 +00 2+00 URE-727 TO EX 488A 3+00 4+00 30 20 10 Ef -10 -20 4+76 FINISHED GRADE AT OF PIPE EX GRADE AT r � OF PIPE --- --------97LF 12" HDPE @ 0.48% - - - - - - - - - ----77LF 12" HDPE @ 0.20%--- - URE 724-18 SAFE DRAIN RIM = 18.00 IE (IN) = 14.33 (12" HDPE S) 1087-18 IE (OUT) = 14.33 (12" HDPE W) 24" PVC DRAIN W/HERRINGBONE GRATE PROVIDE 2' SUMP RIM = 18.36 IE (IN) = 16.15 (12" SLOT DRAIN W) IE (IN) = 16.15 (12" SLOT DRAIN E) 1088-18 30" PVC DRAIN W/SOLID LOCKING LID PROVIDE 2' SUMP RIM = 18.40 IE (IN) = 14.18 (12" HDPE E) IE (IN) = 14.18 (12" HDPE W) IE (OUT) = 14.18 (12" HDPE N) IE (OUT) = 14.80 (12" HDPE N) 1 +00 1087-18 TO 1088-18 SEE SHEET C500-313 & C500-3C 30 PROVIDE RADIUS NOT UFACTURER'S vs SUMMER - 15.18 NGVD 29 - WINTER - 13.18 NGVD 29 10 OUTFALL 004A IE = 4.40 1 -10 -20 4+97 SUMMER - 15.18 NGVD 29 WINTER - 13.18 NGVD 29 30 20 10 Ef -10 -20 1 +96 20 0 20 40 HORZONTAL: scale feet 10 0 10 20 VERTICAL: scale feet 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. 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. CONCRETE PIPE ANCHORS AT 10' ON CENTER, SEE DETAIL C50�-3Y �-() 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. SEE SHEET C500-3C R-401370 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BergerAB" DEVELOPMENT ENGINEERING 01%� [:�RFACE WATER UTILITY 33301 9th Avenue South, Suite 300 afowler 12/20/2018 traka 12/20/2018 Federal Way, Washington 98003-2600 CIVIL PERMIT (206) 431-2300 Fax:(206) 431-2250 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE �N P. THIS ESIGNB AND/OR CHECKED 06 08 18 STORM DRAINAGE PROFILE - SHEET 2 W4700331 C 11/09/18 - APRON R INFRASTRUCTURE W4700331 ABAM SPT 06/08/18 T� SPT 06 08 18 SHEET w of WAsx�� G SPECIFICATION IS APPROVED A CITY OF RENTON COMMENTS W4700331 ABAM SPT 10/01/18 OD c°>� APPROVED BY DEPT. DATE BEENEER 06 08 18 TITLE APRON R INFRASTRUCTURE C53CHECKED C500-3H B CONSTRUCTION PHASING & PIPE DEPTH W4700331 ABAM SPT 10/09/18 w� si3�z�� �06 No. COMP No. C RFI 007 W4700331 ABAM SPT 11/09/18 9L�APPROVED RENTON SITE W4700331 ONAL 6 APPROVED CIVIL MASTER SITE RENTON, WA DWG NO. 4-APRON-R-0500-3H