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HomeMy WebLinkAboutR_40136575 ti 0 N CO CD u; 0 z 0 1= 0 ca J MATCHLINE, SEE SHEET C500-3D I I I I I I I 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. LOCATIONS OF DRAINAGE STRUCTURES SHOWN ON THIS DRAWING ARE TO THE CENTER OF THE STRUCTURE UNLESS NOTED OTHERWISE. 6. SEE STORM DRAINAGE PROFILES ON SHEETS C500-3G TO C500-3K FOR PIPE AND STRUCTURE ELEVATIONS AND UTILITY CROSSING INFORMATION. 7. SEE GENERAL NOTES ON SHEET G2. 8. PROVIDE MODIFIED CATCH BASIN COLLARS PER DETAILS ON SHEET C500-3L AT ALL EXISTING, NEW, AND REPLACED DRAINAGE STRUCTURES. 9. 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. ® UTILITY CROSSING. SEE SHEET C500-3G & C500-3J FOR UTILITY CROSSING. SLOTTED DRAIN WITH 15" SLOT PER DETAILS ON SHEET C500-3M JU rrV�, UKAIIV _ 13 I 2 SAFE DRAIN CONTAINMENT VAULT PER DETAILS ON SHEET C500-3X W/SOLID LOCKING LID A A A _ _ P�� g M��_ w N: 185880.19 HO 0 �� 1 _�1 1084-18 6 12 I I I 3 COMBINED BYPASS AND OIL WATER SEPARATOR VAULT PER DETAIL 1 ON C500-3Q E: 1299976.84 O �, / SDMH TYPE 3 - 60 �' I I � / RIM: 18.80 o I� 1 883-18 _ / N: 1 999 2.6 „ 2 I I I 0 4 MODULAR WETLAND PER DETAILS ON SHEET C500-3U 40 IE (NE) = 16.33 (8 HDPE) � / E: 1299992.65 � 30 PVC DRAIN 1087E I I 1 \\) IE (SW) = 16.33 (8 HDPE) RIM: 18.17 W/SOLID LOCKING LID 1 EX 492A 1 11 � " / �' 9 1 1081-18 I 5� MODULAR WETLAND PER DETAILS ON SHEET C500-3V IE (NW) = 16.33 (8" HDPE) �- / �i Q�' IE (S) = 11.00 (30" HDPE) N: 185729.90 24" PVC DRAIN CB TYPE 2 - 48" 2 / s IE (W) = 10.50 (36" HDPE) E: 1300009.78 W/HERRINGBONE GRATE I 30" PVC DRAIN � m I RIM: 18.17 N: 185571.52 RIM: 19.02 W/SOLID LOCKING LID © PROVIDE 12" TIDEFLEX CHECKMATE INLINE VALVE PER DETAIL 2 ON C500-3R IE (W) = 14.77 (18' HIDPE) N: 185498.68 1085A-18 r� / "� I IE (S) = 11.41 (30 HDPE) E: 1299997.14 2 / v I I IE (E) = 14.87 (18" EX HDPE) E: 1300070.04 7> PROVIDE 36" TIDEFLEX TF-1 VALVE PER DETAIL 1 ON C500-3Y 30 PVC DRAIN IE (N) = 11.41 (30 HDPE) RIM: 18.40 � > - W/SOLID LOCKING LID , .i II IE (W) = 16.15 (12" SLOT DRAIN) I L` RIM: 18.94 N: 185850OC IE (E) = 14.73 (18" HDPE) ® ACTUATED VALVE PER DETAILS ON SHEET C500-3N E: 1299957.69 y0 9 • / III I I IE (N) = 14.68 �(18" HDPE) V-1096-18 8 rrI I� 11 1082-18 z I RIM: 18.81 \ I \ IE (NW) = 15.15 (8" HDPE) 1 1 " I 1 30" PVC DRAIN 2 I z l i CONSTRUCTION NOTES I IE (SE) = 15.15 (12" HDPE) W/SOLID LOCKING LID I aw I IE (NE) = 15.15 (8" HDPE) \ �j I IIQ 1096-18 2 I I N: 185575.05 3 y0 111 30" PVC DRAIN 11 E: 1300050.33 I w I I PROVIDE 24" PVC DRAIN BASIN WITH HERRINGBONE GRATE �- 1085-18 RIM: 18.40 I o �Oe 4 ST 6 W/SOLID LOCKING LID II o °O » N IE (S) = 12.62 (24" HDPE) U ¢ I I I 2 PROVIDE 30" PVC DRAIN BASIN WITH SOLID LOCKING LID �F 'S J SDMH TYPE 3 - 72 I � N: 185832.69 I 1 IE (N) - 12.37 30" HDPE I a 1 I 55 \ N: 185813.18 I E: 1299967.01 II ( ) E: 1299918.23 I RIM: 18.65 IE (W) = 13.14 (18" HDPE) 1 w I o 3� PROVIDE 8" GATE VALVE AND VALVE BOX, LID LETTERING SHALL READ "SD" I 1 LF HDPE I I 0 0 RIM: 18.94 I IE (NW) = 15.09 (12 HDPE) 1 I I I Z I IE (N) = 10.35 (36" HDPE) m Q IE (W) = 14.29 (18" HDPE) I I I T I I I 4� PROVIDE 18" GATE VALVE AND VALVE BOX, LID LETTERING SHALL READ "SD" I7 y/& IE (E) = 10.35 (36" HDPE) 1 IE (NE) = 14.29 (18" HDPE) =D CONNECT NEW DRAIN BASIN TO EXISTING STORM LINE WITH FIELD CUT OUTFALL 004A \ I �200' SHORELINE SETBACK i i o 1 1 w I m INSERT -A -TEE CONNECTION PER MANUFACTURER'S RECOMMENDATIONS I EX 488A 1 10 Ilia PER CITY OF RENTON o ° I EXIST CB TYPE 2 m1 I I p i i CDPROVIDE STORM DRAINAGE MANHOLE TYPE 3 WITH DIAMETER SHOWN IN PLAN N: 185829.87 I I l z I N I I a Q I I l I I CORE DRILL AND CONNECT NEW STORM PIPE TO EXISTING STRUCTURE WITH I E: 1299913.92 KOR-N-SEAL BOOT RIM: 16.58 IE (S) = 10.31 (36" HDPE) III I I CD 1 a I w IE (NW) - 9.29 (36" HDPE) I II a I I c/ m 1 1 I CONNECT TO EXISTING STORM PIPE WITH SADDLE MANHOLE TYPE 3 IE (E) = 13.09 (18" HDPE) �M i it I I 1087-18 1 1 o I 1 I ADJUST EXISTING STRUCTURE RIM TO FINISH GRADE I HO I I J 24 PVC DRAIN I 1 I 1 W/L HERRINGBONE GRATE I I I v 10 PROVIDE SPRING ASSISTED HATCH, NEENAH FOUNDRY PRODUCT NUMBER \ I I N: 185533.12 I R-6662-KS OR APPROVED EQUAL 1 I� II E: 1299849.96 EXISTING/PROPOSED OHWM i - 1I RIM: 18.36 1 I I 11 PROVIDE STORM DRAINAGE CLEANOUT _ 11 IE (W) = 16.15 (12" SLOT DRAIN) 1 - II IE (E) = 16.15 (12" SLOT DRAIN). 1 I i�Q URE 724-18 2 II IE (N) = 14.80 (12" HDPE) C" ILd I I SAFE DRAIN 11 3: _ N: 185627.48 I 1082A-18 _ E: 1299825.39 <2 \ RIM: 18_00 II 30" PVC DRAIN I 1 ---- - -- - IE (W) - 14.33 (12" HDPE) I W/SOLID LOCKING LID I w I LAK E WASH N GTO N + Il _ _ ,Far-®®o IE (S) = 14.33 (12" HDPE) PRD I N: 185523.43 I 1 I _ _ I' E: 1299852.49 I SUMMER o EL 15.18 (NGVD29) ( -, 10 estimat d, nose position _ RIM: 18.47 - - 0 0 - -- -- - -% - 11 IE (E = 13.65 (18 HDPE) WINTER o EL 13.18 (NGVD29) 0 (� _ + + I () = 13.65 (18 HDPE) LL_ ow Lu UTILITY STAND _ _ _ = O C 0 0 R10 + f 1 = 97 LF 12" HDPE I f + -' + I I m I I O O O HARDSTAND + + + • I I I ( R10 i Ber erABAM CALL 48 HOURS BEFORE YOU DIG 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 SYM REVISION - APRON R INFRASTRUCTURE W4700331 A CITY OF RENTON COMMENTS W4700331 B CONSTRUCTION PHASING & PIPE DEPTH W4700331 BY APPROVED DATE SYM ABAM SPT 06/08/18 ABAM SPT 10/01/18 ABAM SPT 10/09/18 Cimflou MATCHLINE, SEE SHEET C500-3B BY I APPROVED I DATE P. of wash/ D �f ® BOE//V� � x 31271 w� 20 0 20 40 scale feet ACCEPTABILITY IJDM THIS DESIGN AND/OR CHE( SPECIFICATION IS APPROVED SPT ENGI APPROVED BY DEPT. I DATE BEE 0 )AIL SUBTITLE 06/08/18 06/08/18 06/08/18 TITLE CIVIL PERMIT STORM DRAINAGE PLAN - SHEET 3 APRON R INFRASTRUCTURE RENTON SITE SITE KEY PLAN SCALE: N.T.S. R-401365 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING 01�SURFACE WATER UTILITY atowler 12/20/2018 rStraka 12/20/2018Vil W4700331 J' ""' D " ' ` 10/09/ 18 C500-3C C48. JOB NO. COMP NO. W4700331 RENTON, WA DWG N0. 4-APRON-R-0500-3C CIVIL MASTER