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HomeMy WebLinkAboutR-401449� 1 C/) LJ 1 i _ i • • FW FW FW 1 I LLJ 1 � - 0 1 J� 1 M / �■-------m-------m O U 1 �cw Fw „ cw cw BUILDING 4-87 --� 2 Pvc 00 1 4936 r 4 8 SDCO (PROPOSED) 1 EXIST CB TYPE 2 0' 1 RIM: 19.04 RIM: 19.34 1 -I IE (S) = 14.54 (12" HDPE) SEE SHEET C12E FOR CONTINUATION N: 185494.87 z 1 74.52 52 EE. (S) 02 14 30 (12" HDPE) C7 1 -r, //ZZ///Z////Z////Z//- 1 1 � 1 � 4868 EXIST CB TYPE 2 8 RIM: 19.22 �n 1120-18 - � �n 30" PVC DRAIN 1 N W/SOLID LOCKING LID o RIM: 19.56 = 1 _ N: 185457.70 - 1121-18 1 E: 1300237.30 30" PVC DRAIN 1 -' IE (S) = 13.90 (12" HDPE) � W/SOLID LOCKING LID 1 IE (N) = 12.40 (30" HDPE) r- RIM: 18.90 1 IE (E) = 12.40 (30" HDPE) N N: 185468.98 1 1120A-18 � E: 1300281.26 1 1 45 LF 30" HDPE IE (S) = 12.49 (30" HDPE) 1 30" PVC DRAIN 6 IE (W) = 12.49 (30" HDPE) _ - - - - - - T - IW/SOLID LOCKING LID• - �� sis S1S IE (N) = 13.90 (12" HDPE) < ® L, 1 RIM: 19.57 I� N: 185451.36 13 LF 12" HDPE SDCO 1 o 1 n g = 1 E: 1300238.96 O ■ RIM: 19.38 1127-18 3 C, 1 IE (S) = 15.15 (12" HDPE) S1S N: 185454.64 24" PVC DRAIN 1 IE (N) = 15.15 (12" HDPE) E: 1300251.75 W/HERRINGBONE GRATE 1 J 1 IE (E) = 15.15 (12" HDPE) IE (S) = 15.18 (12" HDPE) RIM: 18.70 1 1 IE (W) = 15.18 (12" HDPE) N: 185462.92 O 1 _ E: 1300297.09 1 if 1 I r r 7 LF 12" HDPE IE (S) = 15.20 (12" HDPE) 1 i 7 LF 12" HDPE 1 l 1 1 10 N ■ RTU-018 2 1 CO V 1 O° ■ O I 0 1 V n El aU O 7 LF 12" HDPE 5 LF 12" HDPE o f J 1122-18 10 10 J ; 30 PVC DRAIN 1 5 LF 12" HDPE 1 I 1 SDCO n W/SOLID LOCKING LID _ 1 SDCO I I 10 1 RIM: 19.69 1 RIM: 19.42 C O RIM: 19.89 1 ; N: 185419.09 N: 185417.50 N: 185415.81 T10 10 10 E: 1300261.01 E: 1300294.71 D C7 E: 1300248.22 - - - J - - J IE (W) = 16.68 (12" HDPE) IE (E) = 12.70 (12" HDPE) IE (E) = 16.68 (12" HDPE) IE (N) = 16.68 (12" HDPE) IE (S) = 12.60 (18" HDPE) IE (N) = 16.68 (12" HDPE) IE (N) = 12.60 (30" HDPE) 10 IE (W) = 13.60 (18" HDPE) Ld rz 0 _ 00 LL J 00 N LLJ a_ 0 N J r- 1 9 490C-14 4 8 7 LF 12" HDPE I O CB TYPE 2 (48") 6 LF 12" DI 7 8 VPAL ----- ------------------ 11120B-18 r � RIM: 19.21 1 I I i � I ; iL-1 1 f 1 ^1 O N: 185410.47 30" PVC DRAIN I I I I O E: 1300209.14 I W/SOLID LOCKING LID i i i i i i i i S1S' ' S1S S1S S1S 99 LF S 2 HDPE � IF (N) = 14.41 (12" HDPE) I RIM: 19.79 -� IE (S) = 13.66 (12" EX HDPE) IrN: 185417.45 ------------------------- --- � � 1 E: 1300254.62 2 IE (SW) = 16.50 (6" EX DI) IIE (S) = 17.29 (12" DI) C 11 13 7 11E (W) = 16.69 (12 HDPE) 10 LF 18 HDPE f^ 1 IIE (E) = 16.69 (12" HDPE) f^ 1 A - - - - A - - - 1 12 S1S I �S1S S1S S1S S1S S1S sis sls- A -A� A ' j 71 LF 12" HDPE A r� � � � f^ 1f��'1 70 �F 12 � E ,> 1126-18 II, 29 LF 18 HDPE 26 LF 18 HDPE 2 RIM: 19.55 SADDLE MANHOLE - 48" OWS-067 3 i^ ^i 2 1128-18 - STS t_ S1S I S1S N: 185407.40 SADDLE MANHOLE - 48" 14 l 1 E: 1300311.34 � � 10 E: � IE S = 14.95 12" EX CONC RIM: 18.86 go � 1 () ( ) N: 185424.95 �-� 100 NEI ------- 1 1125-18m---- ----------- ------------ - mlE (E) = 14.94 (12" HDPE) E: 1300379.72 0-105-M " 30" PVC DRAIN IE (N) = 14.94 (12" HDPE) IE (S) = 15.27 (12" EX DI) 00 D D W/SOLID LOCKING LID IE (W) = 14.94 (18" HDPE) IE (N) = 15.27 (12" HDPE) g i I �u RIM: 19.71 1123-18 1 IE (W) = 15.28 (12" HDPE) I N: 185400.04 1 O D E: 1300282.93 30" PVC DRAIN 1 1124-18 o i IE (E) = 14.38 (18" HDPE) W/SOLID LOCKING LID SADDLE MANHOLE - 48"L� I 8 EXCB 462-1 O / i I IE (SW) = 13.13 (12" HDPE) RIM: 19.49 RIM: 19.35 ___1 I EX TYPE 1 g g i 490D-14 4 8 IE (N) = 13.13 (18 HDPE) N: 185394.25 N: E: 1300300 78 E: 1300326 30 5400.92 � I EM(S) 8=60 5.39 (12" EX DI)-- / I CB TYPE 1 IE (E) = 12.65 (18" HDPE) IE (W) = 12.70 (18" HDPE) �' IE (N) = 15.39 (12" EX DI) g _ _ I _ _ __ _RIM: 18.87 -1- - -- - - --- _ _- - A - A N: 185372.25 - d - - - d - - - - d - - - - b - - - b - - IE (N) = 12.65 (18" HDPE) -IE (S) = 13.94 (15" EX CONC)r I E: 1300219.14 / iCn CIE (N) = 13.72 (12" EX HDPE) (f CIE (S) = 13.72 (12" EX CONC) I CIE (W) = 16.50 (8" EX DI) V C/) -IIE (NE) = 13.26 (12" HDPE) N: 185559.18 E: 1300399.42 40 LF 8" SLOT DRAIN I E=16.94 SLOPE=0.00% N: 185520.63 E: 1300409.39 N: 185517.66 E: 1300398.37 A 4 I r m" I filar 11 LF 8" SLOT DRAIN IE=16.94 SLOPE=0.00% 1129-18 24" PVC DRAIN W/HERRINGBONE GRATE RIM: 18.70 N: 185480.47 E: 1300365.48 IE (S) = 15.38 (12" HDPE) IE (N) = 15.38 (8" HDPE) 1130-18 3 FRIM: DRAIN LOCKING LID 02 42.52 390.98 12.90(12" HDPE) 12.90 (12" HDPE) m IN S 1--,I 1 1 g 1 1 � 1 SDCO 7 1 1 RIM: 19.32 N: 185568.97 1 E: 1300424.88 IE (S) = 15.08 (10" EX CONC) 1 � 1 1 4 I I g I I I I I I I I I I � 5 1 1132-18 1 1 Lw 30" PVC DRAIN 1 o W/SOLID LOCKING LID = 6 RIM: 19.31 " N: 185433.71 1 LL E: 1300459.20co I 1 IE (W) = 13.08 (12" HDPE) "' IE (S) = 15.19 (10" EX CONC) IE (N) = 15.19 (10" EX CONC) L T s f^ �l US Sls -sis sls 64 LF 12" HDPE (� FW FW FW FW FW (� 1131-18 1 30" PVC DRAIN 1 W/SOLID LOCKING LID RIM: 18.85 1 N: 185417.79 1 E: 1300397.41 IE (E) = 12.95 (12" HDPE) 1 IE (N) = 12.95 (12" HDPE) U -w --L--H - - - - w - - - - ---- A w ----i C/� 8"W FIRE FW 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. PERMANENT WATER QUALITY TREATMENT FACILITIES SHALL NOT BE USED TO CONVEY OR CONTAIN CONSTRUCTION STORM WATER. NEW FACILITIES SHALL BE KEPT OFFLINE UNTIL PROJECT IS COMPLETE. THE CONTRACTOR SHALL CLEAN AND FLUSH ALL PARTS OF THE SYSTEM PRIOR. SEE GENERAL NOTES ON SHEET C501-1 A AND C501-1 B. 4. SEE PAVING AND GRADING DETAIL PLAN SHEETS C501-5A THROUGH C501-5D FOR PAVEMENT DETAILS AND GRADING INFORMATION. 5. SEE STORM DRAINAGE DETAIL PLAN SHEETS C501-6B THROUGH C501-6P FOR ADDITIONAL STORM SYSTEM IMPROVEMENT DETAILS. 6. SEE UTILITY DETAIL PLAN SHEETS M501-1A THROUGH M501-11D FOR FIRE WATER SYSTEM IMPROVEMENT DETAIL. MODULAR WETLAND PER DETAILS ON SHEET C501-6M 2> MODULAR WETLAND PER DETAILS ON SHEET C501-6N COMBINED BYPASS AND OIL/WATER SEPARATOR VAULT PER DETAILS ON SHEET C501-6P ® SLOTTED DRAIN PER DETAIL 1 ON SHEET C501-6L 5� SLOTTED DRAIN CONNECTION PER DETAIL 5 ON SHEET C501-6L © PROVIDE 12" TIDEFLEX CHECKMATE INLINE VALVE PER DETAIL 2 ON C501-6K ® PIPE CROSSING. SEE SHEET C501-61D FOR PIPE CROSSING TABLE. CONSTRUCTION NOTES 1� PROVIDE 30" PVC DRAIN BASIN WITH SOLID LOCKING LID 2� PROVIDE STORM DRAINAGE MANHOLE TYPE 3 33 PROVIDE 24" PVC DRAIN BASIN WITH HERRINGBONE GRATE CORE DRILL AND CONNECT NEW STORM PIPE TO EXISTING STRUCTURE WITH KOR-N-SEAL BOOT PROVIDE 30" PVC DRAIN BASIN WITH SOLID LOCKING LID. CONNECT NEW STRUCTURE TO EXISTING DRAIN LINE WITH FIELD CUT INSERT -A -TEE CONNECTION PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE STORM DRAINAGE CLEANOUT PROVIDE 18" GATE VALVE AND VALVE BOX, LID LETTERING SHALL READ "SD" g� ADJUST EXISTING STRUCTURE RIM TO FINISH GRADE / PROVIDE 12" GATE VALVE AND VALVE BOX, LID LETTERING SHALL READ "SD" co it IN�° P✓� C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 KEY PLAN SCALE : NONE R-401449 IN COMPLIANCE WITH CITY OF RENTON STANDARDS i BergerABAM CIVIL PERMIT SET DEVELOPMENT ENGINEERING CALL 48 HOURS �� 10 0 10 20 V3 Ann Fowler 12/14/2018 ' BEFORE YOU DIG 33301 9th Avenue South, Suite 300 N LITY 00,3W74% 1-800-424-5555 Federal Way, Washington 98003-2600 DESIGN BY: BERGERABAM DATE 10/22/2018 Scale feet SURFACEtraka 12/14/2WATER 18 (206) 431-2300 Fax: (206) 431-2250 rstraka 12/14/2018 DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ACCEPTABILITY HL 10/09/18 STORM DETAILS C180242 O R G 10/09/18 ORIG MITIGATION HANGAR C180242 ABAM SPT 10/09/18 ��N P. T THIS DESIGN AND/OR CHECKED WAg,,�, (�' SPECIFICATION IS APPROVED SPT ENGINEER 10/09/18 SHEET TITLE APPROVED BY DEPT. DATE BEE 10/09/18 MITIGATION HANGAR C501-6A 41 CHECKED C �° 'STV, ww R E N TO N SITE JOB NO. COMP NO. AL ��ss�oNAPPROVED C 180242 APPROVED CIVIL MASTER SITE RENTON, WA DWG NO. RTN-YD-0501-6A