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HomeMy WebLinkAboutR_401366_ MATCHLINE, SEE SHEET C500-3E I L------- 1105-18 24" PVC DRAIN 1 I / \ \ \ \ \\ \\ �' • W/HERRINGBONE GRATE I N: 186037.87 I 1 \��� ��__��� \ • E: 1300462.48 RIM: 18.00 \ / �\ \ \ \ a • IE (E)=-15.75 (12 SLOT DRAIN) I I UTILITY STAND \ \ �� ` , GO IE (NW) - 14.42 (12" HDPE) \ \ R4 °� 6 • \ o� \ • 1104-18 y0 O \ \ HARDSTAND \ \ \ •\\ a 30" PVC DRAIN 2 \ R4 \ W/SOLID LOCKING LID N: 186084.00 \ \ \\ E: 1300419.30 L - - - - - - �� RIM: 18.62 IE (NE) = 14.25 (12" HDPE) IE (SW) = 14.25 (12 HDPE) I IE (SE) = 14.25 (12" HDPE) \ \\ \ yoA 1103-18 \ \ \\6 24" PVC DRAIN 1 \ \ \ W/HERRINGBONE GRATE I o \ \ N: 185997.73 I ry E: 1300375.44 X RIM: 18.20 I _ 3ON3d 1iNIINIV ,-V 2 1102-18 ` \ \\ �� IE (W) = 14.63 (12" HDPE) 30" PVC DRAIN W/SOLID LOCKING LID N: 186011.06 \ �'� I cn \^\ E: 1300341.40 \ \� c RIM: 18.63 \ \� 19 IE (NE) = 14.04 (12" HDPE) \ \ \\ \ 200' SHORELINE ETBACK IE (W) = 14.04 (12 HDPE) \ \ \ \q f 1 20 4 PER CITY OF RE ON •� \�\ \ IE (E) = 14.04 (12 HDPE) 1 \\ ~ 10 LF 12" HDPE A \ F - 1101-18 2 27 LF 12" HDPE \ 30" PVC DRAIN Z �\ \ \L`�'' \\ • i i �a AD W/SOLID LOCKING LID- - - - ? J \\ \\i\ \ I p p I --------- N: 185990.51 ' II l \ • i =_ - - - - - - -E: 1300314.02 �e FW-f \ \ \ i -- 1 10"F RIM: 18.65 , \ 79 > `P \\ \ I I IE (W) = 14.85 (12" HDPE) IE (N) = 14.87 (12" HDPE) TO -I \ \ I p I = Q , 1 \\\ \\ 3 N I 3 ` X 4 CHAI�LINK FENC - - o 1 \ \ \ 7 LF 8" PVC \ I I __j IQ 4 121CO COm �m +, I I IQ 6 \ \ \ \ ';' \ 8 LF 12HDPE I I \ U 1095C-18 1 \ \ \ o O 30" PVC DRAIN I_ _*_777 \\\ \ - - W/SOLID LOCKING LID 1 33 "C N: 185990.50 \ \ E: 1300254.04 - � ; -IE (S) = 14.70 (12 HDPE) T- - \ 41 1 ± IE (W) = 14.70 (12" HDPE) 1 I I \ IE (E) = 15.02 (12 HDPE) r OUTFALL 004 ( f I I I I I a 24" PVC DRAIN W/HERRINGBONE GRATE N: 185918.29 E: 1300266.26 RIM: 18.00 IE (W) = 15.50 (15" SLOT DRAIN) II I s1s Sis II 53 LF 12" HDPE @ 2.0% FUTURE CONNECTION � I 4-81 BUILDING 00 moo^ I o^ I I J � I � Q \ I I °� 58 LF 30 HDPE I Y i,u I I I 20 LF 12 HDPE II \ ` I \ C) 8 5 I EX 458 \ I I I �; m SADDLE MH TYPE 3- 60 I' I 7 6 EXIST SDMH 72" I h I O\ CD I 1 N: 185985.47 I c� I I� L- w / fr � ° � � z� E: 1300234.69 I I RIM: 18.04 I I � / \ \ \ \ \ EXISTING/PROPOSED OHW - IO RIM: 18.76 I I IE (N)--10.48 (33 EX CONC) IE (E) = 14.66 (12 HDPE) IE (SW) - 10.48 (30" HDPE) I / _(S) = 46 (33 EX CONC) I ) IF (S) = 13.34 (12" HDPE) IE 10. IE (N) 10.46 (33 EX CONC) I IE (SE) = 10.68 (12 EX CONC) II L - � - - IE (W) = 10.48 (30 EX CONC) \5 1097-18 I II SADDLE MH TYPE 3 - 72" I I , - - - N. 185886.98 cn I I 1 E. 1300204.16 C)0I I \� RIM: 18.26 11 `> \ , \ \ 1 1 I IE (W) = 11.33 (30 HDPE) LAKE WASH NIGTO N , `\ \ �\ \\\ I11 IE (NE) = 11.28 (30 HDPE) I z -SUMMEREL 15.18 NG 29 WINTER _ EL 13.18 NG D 4), 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 BY - APRON R INFRASTRUCTURE W4700331 ABAM A CITY OF RENTON COMMENTS W4700331 ABAM B CITY OF RENTON COMMENTS W47003311 ABAM APPROVED DATE SYM SPT 06/08/18 SPT 10/01/18 SPT 11/30/18 30" PVC DRAIN W/SOLID LOCKING LID N: 185975.90 E: 1300257.83 RIM: 18.66 IE (E) = 14.73 (12" HDPE) IE (N) = 14.74 (12" HDPE) -STS - - - 15 LF 12" HDPE V-1 04-18 5 -IE (S) = 10.26 (27" EX CONC) - IE (N) = 10.26 (27" EX CONC) ,I, I Q I LS I o Cn IILO o I II� I I I I a o IN \ Q II MATCHLINE, SEE SHEET C500-3C REVISION I BY I APPROVED I DATE A 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 C500-313 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 C500-3J FOR UTILITY CROSSING. SLOTTED DRAIN WITH 15" SLOT PER DETAILS ON SHEET C500-3M 2 > SAFE DRAIN CONTAINMENT VAULT PER DETAILS ON SHEET C500-3Z n 04 8l 3� COMBINED BYPASS AND OIL/WATER SEPARATOR VAULT PER DETAIL 2 ON C500-3Q 12 "C Z; STS w cc L'_T ® MODULAR WETLAND PER DETAILS ON SHEET C500-3W -FW 10"F FW FW Fj 10"W FIRE v F\ 5 ACTUATED VALVE PER DETAILS ON SHEET C500-3N S1dVd 01d1/\O3 L © PROVIDE 12" TIDEFLEX CHECKMATE INLINE VALVE PER DETAIL 2 ON C500-3R CONSTRUCTION NOTES PROVIDE 24" PVC DRAIN BASIN WITH HERRINGBONE GRATE PROVIDE 30" PVC DRAIN BASIN WITH SOLID LOCKING LID (4 0 0 3� PROVIDE 8" GATE VALVE AND VALVE BOX, LID LETTERING SHALL READ "SD" PROVIDE 12" GATE VALVE AND VALVE BOX, LID LETTERING SHALL READ "SD" CONNECT TO EXISTING STORM PIPE WITH SADDLE MANHOLE TYPE 3 ADJUST EXISTING STRUCTURE RIM TO FINISH GRADE CORE DRILL AND CONNECT NEW STORM PIPE TO EXISTING STRUCTURE WITH KOR-N-SEAL BOOT 12 C g PROVIDE SPRING ASSISTED HATCH, NEENAH FOUNDRY PRODUCT R-3498-K2S OR APPROVED EQUAL � \ N %O Rkypropa( a, O� O ��--- E- o E -�-- E--- E---- E---- E---\ �7"C O O ST, \ � 8"W FIRE 27 C S FW FW \FW FAN FW FW W Y I 12" \ m I I II 1 8' C STS�- II w 0m/0m a om0m0m0m O O (� U o� L N� O C � o O P. of WA �f x 31271 w� ��ssioNaL 20 0 20 40 n/ scale feet 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 CIVIL MASTER KEY PLAN SCALE: N.T.S. R-401366 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING SUR01FACE WATER UTILITY atowler 12/20/2018 rstraka 12/20/2018 Ul STORM DRAINAGE PLAN - SHEET 4 v W4700331 J `­­ L� D 11/30/18 SHEET APRON R INFRASTRUCTURE C500-3D C49- RENTON SITE JOB NO. COMP NO. W4700331 SITE RENTON, WA DWG NO. 4-APRON-R-0500-3D