Loading...
HomeMy WebLinkAboutR-40145130 20 10 0 -10 -20 10+00 8" EX. FW EX GRADE FINISHED GRADE AT � OF PIPE 12" EX STORM AT OF PIPE 8" STORM 6" EX. ELE (ABN) 26LF 18" HDPE 18" STORM 6" FIRE 15 " EX STORM (ABN) @ 0.20% 24LF 18" HDPE @ 0.20% I -4- tI I I 53LF 30" HDPE @ 0.20% 45LF 30" HDPE @ 0.20% I I I I 130LF 30" HD PE @ 0.20% 139LF 30" HDPE @ 0.20% 1 L(:2 1122-18 o 4 30" PVC DRAIN 1120-18 W/SOLID LOCKING LID 30" PVC DRAIN RIM = 19.42 W/SOLID LOCKING LID 10" PVC DRAIN IE (IN) = 12.70 (12" HDPE E) RIM = 19.56 PVC IE (IN) = 12.60 (18" HDPE S) IE (IN) = 13.90 (12" HDPE S) W/ SOLID LOCKING LID IE (IN) = 13.60 (18" HDPE W) IE (IN) = 12.40 (30" HDPE E) RIM = 19.49 IE (OUT) - 12.60 (30" HDPE N) 1121-18 IE (OUT) = 12.40 (30" HDPE N) IE (IN) = 12.65 (18 HDPE E) - 30 PVC DRAIN 1092-18 IE (OUT) = 12.65 (18" HDPE N) W/SOLID LOCKING LID 30" PVC DRAIN 1093-18 (APRON R) RIM = 18.90 W/SOLID LOCKING LID 30 PVC DRAIN 1124-18 ( " ) IE (IN) = 12.49 30 HDPE S RIM = 18.95 W/SOLID LOCKING LID SADDLE MANHOLE - 48" IE (IN) = 13.90 (12" HDPE N) IE (IN) = 12.12 (30" HDPE S) RIM - 18.63 RIM = 19.35 IE (OUT) = 12.49 (30" HDPE W) IE (OUT) = 12.12 (30" HDPE NW) IE (IN) - 11.86 (30" HDPE SE) IE (I IE (IN) = 13.94 (15" EX CONC S) _ IE (OUT) - (30" HDPE (APRON R) N) IE (OUT) = 12.70 (18" HDPE W) 11 +00 12+00 1 124-18 TO 1093-18 SEE SHEET C12E 30 4" EX. ELE (ABN) 30 FINISHED GRADE 12" STORM 12" STORM AT � OF PIPE EX GRADE 5 I AT OF PIPE 10" FIRE 20 20 6" EX SEWER SUMMER - 15.18 -- ----, ,----- - - --- -� � - ---- ---- -- - -- -- = WINTER - 13.18 10 64LF 12" HDPE 99LF 12" HDPE @ 0.26% 10 1132-18 @ 0.20% 7 8 30" PVC DRAIN L( W/SOLID LOCKING LID RIM = 19.31 6 15" EX STORM (ABN) IE (IN) = 15.19 (10" EX CONC S) 0 IE (IN) = 15.19 (10" EX CONC N) 8" EX. FW (ABN) 0 IE (OUT) = 13.08 (12" HDPE W) 1122-18 1130-18 30" PVC DRAIN 1131-18 30" PVC DRAIN W/SOLID LOCKING LID 30" PVC DRAIN W/SOLID LOCKING LID RIM = 19.42 -10 W/SOLID LOCKING LID RIM = 19.02 IE (IN) = 12.90 (12" HDPE S) IE (IN) = IE (IN) = 12.70 (12" HDPE E) 12.60 (18" HDPE S) -10 IE (IN) = RIM = 18.85 12.95 (12" HDPE E) IE (OUT) = 12.90 (12" HDPE W) IE (IN) = 13.60 (18" HDPE W) IE (OUT) = 12.95 (12" HDPE N) I IE (OUT) = 12.60 (30" HDPE N) 26LF 12" HDPE @ 0.20% -20 -20 0+00 1 +00 2+00 2+ 12 1 132-18 TO 1 122-18 SEE SHEET C12E 30 20 10 [01 -10 -20 0+10 6" EX SS EX GRADE AT � OF PIPE FINISHED GRADE 40LF 12" EX HDPE @ 0.17% AT � OF PIPE BACKSLOPED PIPE 1 8" EX. AIR 65LF 12" HDPE @ 0.20% 8 EX. AIR 12" EX. FW 8" EX. CW I - I I 17I PIPE @ 0.00% I I I I I I I - - - - - - - - - 116LF 8" PVC - - - - - - - - - 70LF 12" HDPE @ 0.19% T T 10 12 14 493B 811 13 CB TYPE 2 (48") VPAL RIM = 19.04 IE (OUT) = 14.54 (12" HDPE S) 1125-18 490C-14 490D-14 30" PVC DRAIN CB TYPE 2 (48") CB TYPE 1 RIM = 18.87 W/SOLID LOCKING LID RIM VPAL - 19.21 IE (IN) = 13.72 (12" EX CONC S) IE (IN) RIM = 19.71 - 14.38 (18" HDPE E) IE (IN) = 14.41 (12" HDPE N) IE (IN) = 16.50 (8" EX DI W) IE IN ( ) - 13.13 (12" HDPE SW) - IE (IN) = 13.66 (12" EX HDPE S) IE (OUT) 13.7213. (12" EX HDPE N) IE (OUT) = 13.13 (18" HDPE N) IE (IN) = 16.50 (6" EX DI SW) IE (OUT) = 3.26 (12 HDPE NE) 1 +00 493B TO 1125-18 SEE SHEET C12E i BergerABAM 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 ORIG MITIGATION HANGAR C180242 ABAM SPT 10/09/18 30 30 20 20 o SUMMER - 15.18 =o WINTER - 13.18 10 10 0 0 -10 -10 -20 1 +95 13+00 30 14+00 20 o SUMMER - 15.18 =o WINTER - 13.18 10 0 -20 14+28 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. REMOVE SECTIONS OF ABANDONED PIPES AS REQUIRED WHEN IN CONFLICT WITH NEW STORM CONDUIT. SEE PIPE ABANDONMENT PROCEDURE ON SHEET C501-1A. 4. PROVIDE 6" MINIMUM VERTICAL CLEARANCE FROM O.D. AT STORM CROSSINGS 5. PROVIDE ETHAFOAM BETWEEN PIPES WHERE 6" MINIMUM CLEARANCE CANNOT BE ACHIEVED 6. SEE GENERAL NOTES ON SHEETS C501-1A AND C501-113. 7. ® UTILITY CROSSING. SEE PIPE CROSSING TABLE ON SHEET C501-6D 30 30 I EX GRADE 28LF 8" HDPE @ 0.50% 12" STORM 4" EX. ELE (ABN) 15" EX STORM (ABN) 29LF 18 HDPE 8" FIRE AT � OF PIPE @ 1.92% 57LF 12" HDPE @ 0.20% 8" EX. FW ROWS-067 6" EX SEWER 9 20 20 20 SUMMER - 15.18 - -- --- --TT I I --- I I _71LF 12" HDPE @ 0.48% WINTER - 13.18 10 1129-18 10 10 24" PVC DRAIN 1126-18 W/HERRINGBONE GR SADDLE MANHOLE - 48" 2 10" FIRE RIM = 18.70 7 IE (IN) = RIM = 19.55 14.95 (12" EX CONC S) 18" STORM 1018" HDPE IE (IN) = 15.38 (8" PE N) IE (OUT) = 15.38 (12" HDPE S) IE (IN) - 14.94 (12" HDPE E) @ 0.20% IE (IN) = 14.94 (12" HDPE N) 0 0 0 IE (OUT) = 14.94 (18" HDPE W) 41 LF 8" HDPE @ 0.50% 1125-18 1129A-18 1128-18 30" PVC DRAIN -10 1142-18 24" PVC DRAIN SADDLE MANHOLE - 48" W/SOLID LOCKING LID -10 SLOT DRAIN CLEAN OUT W/HERRINGBONE GRATE RIM = 18.86 RIM = 19.71 RIM = 19.15 RIM = 19.18 IE (IN) = 15.27 (12" EX DI S) IE (IN) = 14.38 (18" HDPE E) IE (IN) = 16.94 (8" SLOT DRAIN E) IE (IN) = 15.60 (8" HDPE E) IE (IN) = 15.27 (12" HDPE N) IE (IN) = 13.13 (12" HDPE SW) IE (OUT) = 15.81 (8" HDPE W) IE (OUT) = 15.52 (8" HDPE S) IE (OUT) = 15.28 (12" HDPE W) IE (OUT) = 13.13 (18" HDPE N) 1 1 1 1 1 1 1 1 1 1 1 1 -20 -20 5+00 6+00 7+00 7+69 -20 L- 10+00 6" EX STORM (ABN) -\ d 481_F 8" DI @ 0.20% 15" STORM 15 478A-18 CB TYPE 1 RIM = 19.01 IE (IN) = 17.15 (8" SLOT DRAIN S) IE (OUT) = 17.15 (8" DI W) 1 140-18 TO 1 125-18 SEE SHEET C12E EX GRADE AT � OF PIPE EX GRADE AT OF PIPE 44LF 8" DI @ 0.20% 74LF 8" DI @ 0.30% Ile 476-18 8" EX. FW CB TYPE 1 16 RIM = 19.10 474A-18 IE (IN) = 17.05 (8" DI E) CB TYPE 1 IE (IN) = 17.44 (6" EX Cl S) RIM = 19.42 IE (OUT) = 17.05 (8" DI N) IE (IN) = 16.74 (8" DI E) IE (IN) = 16.74 (12" CONC S) 476A-18 IE (OUT) = 16.74 (12" CONC N) CB TYPE 1 RIM = 19.31 IE (IN) = 16.97 (8" DI S) IE (OUT) = 16.96 (8" DI W) 11 +00 478A-18 TO 474A-18 SEE SHEET C13E THRU C14F REVISION BY APPROVED DATE BOE//V� 30 30 30 18LF 12" HDPE @ 0.20% 20 20 20 10 0 WEI -20 11 +80 CIVIL PERMIT SET V3 DESIGN BY: BERGERABAM DATE 10/22/2018 DRAT ACCEPTABILITY HL THIS DESIGN AND/OR CHE SPECIFICATION IS APPROVED SPT ENG APPROVED BY DEPT. DATE BEE CHE [1] we] -10 -20 30 ' HDPE @ 0.45% 20 o SUMMER - 15.18 WINTER - 13.18 10 0 -10 -20 3+00 3+67 1127-18 TO 1126-18 EX GRADE AT OF PIPE FINISHED GRADE 57LF 12 AT OF PIPE I I 12" STORM 10 1126-18 SADDLE MANHOLE - 48" RIM = 19.55 IE (IN) = 14.95 (12" EX CONC S) IE (IN) = 14.94 (12" HDPE E) IE (IN) = 14.94 (12" HDPE N) IE (OUT) = 14.94 (18" HDPE W) 1127-18 24" PVC DRAIN W/HERRINGBONE GRATE RIM = 18.70 IE (OUT) = 15.20 (12" HDPE S) SEE SHEET C12E PIPE ABANDONMENT 1. REMOVE SECTIONS OF ABANDONED PIPES AS REQUIRED WHEN IN CONFLICT WITH NEW STORM CONDUIT. SEE PIPE ABANDONMENT PROCEDURE ON SHEET C501-1A. 526 EXISTING CB TYPE 2 (60") RECORD DRAWINGS RIM = 21.66 IE (IN) = 16.80 (12" EX CONC S) IE (IN) = 16.80 (12" HDPE W) IE (OUT) = 17.80 (15" EX CONC NE) RIM = 21.11 IE (OUT) = 16.84 (12" HDPE E) -20 -20 2+00 2+25 526A TO 526 SEE SHEET C15F IAI L SUBTITLE 10 09 18 10/09/18 10/09/18 TITLE CIVIL MASTER STORM DETAILS MITIGATION HANGAR RENTON SITE SITE 20 0 20 40 HORZONTAL: scale feet 10 0 10 20 VERTICAL: scale feet R-401451 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Ann Fowler 12/14/2018 ' SURFACE WATER UTILITY rstraka 12/14/2018 CURRENT REVISION SYMBOL DATE C180242 0 R G 10/09/18 SHEET C501-6C C43 JOB NO. C180242 COMP NO. RENTON, WA DWG N0. RTN-YD-0501-6C