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HomeMy WebLinkAboutR_40137230 20 10 1] -10 -20 0+00 30 41 LF 10 0 -10 -20 0+00 5111 Pill [1] d[I] Will -30 0+00 FINISHED GRADE AT 84LF 12" HDPE @ 0.48% 27" STORM (PREV ABANDONED) OF PIPE EX GRADE AT � OF PIPE 21 91 LF 12" HDPE @ 0.20% 23 22 --- - _ = - ____ - -- ---- ---------- -------- ---------- --- ---- --------- ---------- ---- -- -- ----t-y- ---------- ---------- --------- - ---- -- 1 1 1 1 - - - - - 1 1 - - - 1 - - - 1 - - - - - - - - - - - - - - - - - - - - - 1 1 1 1 - - - - - -r1r- - - - - - 77 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 1 J 27" STORM (PREV ABANDONED) i_ 1111-18 30" PVC DRAIN EX FIRE ABANDON EX FIRE ABANDON 8" FIRE W/SOLID LOCKING LID 36" HDPE STORM 34 8" FIRE 36" STORM ABANDON IE (IN) = 13.46 (12" HDPE E) IE (OUT) = 13.46 (18" HDPE N) 1109-18 24" PVC DRAIN 8 W/HERRINGBONE GRATE 1110-18 153LF 12" HDP@ E 0.20% 24" PVC DRAIN 24" PV W/HERRINGBONE GRATE PROVIDE 2' SUMP 30" PVC DRAIN PROVIDE SUMP RIM - 17.50 IE (IN) = 13.95 (12" HDPE SE) W/SOLID LOCKING LID RIM = 17.90 IE (OUT) = 14.35 (12" HDPE NW) IE (OUT) = 13.95 (12" HDPE W) RIM = 18.38 IE (IN) = 13.77 (12" HDPE E) IE (IN) - 14.34 (12" HDPE S) IE (OUT) = 13.717 (12" HDPE W) I 1 ROWS-066 C500-3R UTILITY TRENCH 1+00 2+00 1108-18 TO 1111-18 SEE SHEET C500-3F 0=11 30 30 F- FINISHED GRADE AT OF PIPE 20 20 SUMMER - 15.18 NGVD 29 WINTER - 13.18 NGVD 29 10 10 1111-18 30 PVC DRAIN W/SOLID LOCKING LID RIM = 18.34 0 IE (IN) = 13.46 (12" HDPE E) IE (OUT) = 13.46 (18" HDPE N) -10 -10 -20 3+47 (2) + ruvv�R (1) 1" POWER (1) 2" DATA 1OLF 18" HDPE @ 0.20% 81 LF 18 HDPE @ 0.20% FINISHED GRADE AT q OF PIPE EX GRADE AT (1) 2" WATER � OF PIPE (1) 3" AIR 18LF 18" HDPE @ 0.20% 1 " POWER 26 18" HDPE @ 0.20% 3" AIR -�- - -�--� --- ----�- ----- - ---�----------- - - ----- ----�-- ---I --------------_ -�------- �_�-___ -__---- ---------- ------__ -_---_--- - I^ N I IF 1 ff- - _ 39LF 18" HDPE @ 0.20%' --- --- -- Z1^T- --------1 1- --- ---------- ----179LF 18" HDPE @ 0.20%--- ---- ---------- 1 1 r 1113-18 12" FIRE 24 30" PVC DRAIN 25 W/SOLID LOCKING LID UTILITY TRENCH RIM = 18.86 (2) 4" POWER 1116-18 IE (IN) = 14.33 (18" HDPE NE) (1) 2" DATA 30" PVC DRAIN 1111 8-18 IE (OUT) = 14.33 (18 HDPE NW) (1) 2" WATER W/SOLID LOCKING LID SDMH TYPE 3 72" RIM = 18.48 RIM = 18.51 IE (IN) = 13.76 (18" HDPE W) 1112-18 E (IN) = 14.12 (18" HDPE NW) IE (IN) = 9.34 (36" HDPE E) 30" PVC DRAIN 1115-18 IE (OUT) = 14.12 (18" HDPE E) IE (OUT) = 9.34 (36" HDPE N) W/SOLID LOCKING LID 1114-18 30" PVC DRAIN PROVIDE 2' SUMP 30" PVC DRAIN W/SOLID LOCKING LID RIM = 18.51 W/SOLID LOCKING LID RIM = 18.92 IE (IN) = 13.40 (18" HDPE S) RIM = 18.95 IE (IN) = 14.28 (18" HDPE NE) IE (IN) = 13.40 (12" HDPE E) IE (IN) = 14.30 (18" HDPE SE) IE (OUT) = 14.28 (18" HDPE SE) IE (OUT) = 13.40 (18" HDPE NW) IE (IN) = 15.02 (12" HDPE NE) IF (OUT) = 14.30 (18" HDPE SW) 1 +00 2+00 1112-18 TO 1118-18 SEE SHEETS C500-3E & C500-31F 3+00 11 30 EX GRADE AT � OF PIPE F 30LF 18" HDPE @ 0.20% 20 1112-18 30" PVC DRAIN W/SOLID LOCKING LID 1 0� PROVIDE 2' SUMP RIM = 18.51 IE (IN) = 13.40 (18" HDPE S) IE (IN) = 13.40 (12" HDPE E) IE (OUT) = 13.40 (18" HDPE NW) 0 -20 1 1 -20 0+00 0+45 1111-18 TO 1112-18 SEE SHEET C500-3F 30 30 20 20 o SUMMER-15.18 NGVD 29 0 =o WINTER-13.18 NGVD 29 =o 10 10 0 0 -10 -10 -20 3+90 UTILITY TRENCH 12" HDPE STORM 30 FINISHED GRADE AT (2) 4" POWER OF PIPE EX GRADE AT (1) 2" DATA OF PIPE (1) 3" AIR 32 EXISTING SHEET PILE WALL EX FIRE ABANDON 12" FIRE 12" HDPE STORM (1) 2" WATE 1 1ell 1 1 1 I�MI I-- - - - - - - - - -1 1 ---- --- - -- - ---- ------ - -'- '-----------i 11 J------1--- ---------- ---- --- EX FIRE ABANDON _ I I I-i- ---- --- ---- ----- 132LF 36" UKN @ 0.60 0 96LF 36" HDPE @ 0.20% �r 180LF 36" HDPE @ 0.20%- 29 22 27- I I 1118-18 SDMH TYPE 3 - 72" RIM = 18.48 --- IE (IN) = 13.76 (18" HDPE W) 12" HDPE STORM IE (IN) = 9.34 (36" HDPE E) IE (OUT) = 9.34 (36" HDPE N) SEE STRUCTURAL PLANS 12" FIRE FOR WALL PENETRATIONS 1117-18 31 AND STRUCTURE CONNECTION C50��Y SADDLE MH TYPE 3 - 72" RIM = 17.69 IE (IN) = 9.51 (36" UKN S) 1119-18 78LF 36" HDPE @ 0.50% IE (OUT) = 9.51 (36" UKN N) CONVERTED PILE JUNCTION STRUCTURE IE (OUT) = 9.51 (36" HDPE W) RIM = 15.50 IE (IN) = 8.98 (36" HDPE S) IE (IN) = 11.48 (8" SLOT DRAIN E) IE (OUT) = 2.25 (36" HDPE N) 1 +00 2+00 1 1 17 -18 TO OUTFALL 002A SEE SHEET C500-3F SYM REVISION BY APPROVED DATE SYM - APRON R INFRASTRUCTURE W4700331 ABAM SPT 06/08/18 A OUTFALL 002A EXTENDED BEYOND WITHDRAWAL LIMIT W4700331 ABAM SPT 09/19/18 B CITY OF RENTON COMMENTS W4700331 ABAM SPT 10/01/18 REVISION BY I APPROVED I DATE 3+00 P. of WAsh� �f ® D BOE//V� � �P �;� �1 x 31271 w� ��ssioNaL -20 0+00 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. 1 CONCRETE PIPE ANCHORS AT 10' ON CENTER, SEE DETAIL C500-3Y L-(4 1 UTILITY CROSSING. SEE SHEET C500-3AA FOR UTILITY CROSSING TABLE. PIPE ABANDONMENT 1. REMOVE SECTIONS OF ABANDONED PIPES AS REQUIRED WHEN IN CONFLICT WITH NEW STORM CONDUIT. SEE PIPE ABANDONMENT PROCEDURE ON SHEET G2. FINISHED GRADE AT � OF PIPE EX C Of 27 120LF 12" HDPE @ 0.28% ------ ^ - ------ ---------- -- -� -----� --- ---- ---------- - - -- 41 LF 12" 1- HDPE @ 1.47% 1 d 1 1 T8" 28 FIRE 36" HDPE STORM 1112 URE 725-18 30" URE 726-18 SAFE DRAIN W/S SAFE DRAIN RIM = 18.00 RIM RIM = 18.00 IE (IN) = 14.00 (12" HDPE E) IE (OUT) = 14.33 (12" HDPE W) IE (OUT) = 14.00 (12" HDPE W) IIE E (I IE (0 1 +00 URE 726-18 TO 1112-18 SEE SHEET C500-3F 30 30 1 1 30 50LF 12" HDPE @ 0.20% EX GRADE AT I I � FINISHED GRADE AT OF PIPE OF PIPE 17? 1110-18 20 20 20 30" PVC DRAIN ------ -- - - - - ---- W/SOLID LOCKING LID SUMMER - 15.18 NGVD 29 11 1 RIM = 18.38 WINTER - 13.18 NGVD 29 IE (IN) = 13.77 (12" HDPE E) 11 1 IE (IN) = 14.34 (12" HDPE S) 10 10 11 1 10 IE (OUT) = 13.77 (12" HDPE W) r 36" HDPE STORM 33 OUTFALL 002A IE = 1.86 12" FIRE 0 0 0 1107-18 24" PVC DRAIN -10 -10 W/HERRINGBONE GRATE -10 RIM = 18.26 IE (IN) = 16.05 (12" SLOT DRAIN E) IE (IN) = 16.05 (12" SLOT DRAIN W) IE (OUT) = 14.44 (12" HDPE N) -20 -20 -20 0+00 0+59 1107-18 TO 1110-18 -30 4+09+07 SEE SHEETS C500-3F 4), Ber gerAB" 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 30 RADE AT PIPE 20 10 0 -18 PVC DRAIN OLID LOCKING LIE = 18.51 N)=13.40(18' N) = 13.40 (12' UT) = 13.40 (1 -20 1 +73 20 0 20 40 HORZONTAL: scale feet 10 0 10 20 VERTICAL: scale feet CIVIL PERMIT STORM DRAINAGE PROFILE - SHEET 4 APRON R INFRASTRUCTURE RENTON SITE CIVIL MASTER SITE R-401372 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING � SURFACE WATER UTILITY afowler 12/20/2018 rStraka 12/20/2018 Ul CURRENT REVISION SYMBOL DATE W4700331 B 10/01/18 SHEET C500-3K C55 JOB N0. COMP NO. W4700331 DWG NO. RENTON, WA 4-APRON-R-0500-3K