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HomeMy WebLinkAboutR-417740CB TYPE 1 PROVIDE 2' SUMP I: RIM: 19.42 L N: 184968.97 E: 1300430.03 IE (E) = 16.74 (8" DI) IF (N) = 16.74 (12` POND) IE (S) = 16.74 (12" CONC) C14E C14F co' \ cn .•''�•clis� .•'r wo ti • /PROVIDE 2' SUMP RIM: 19.31 N: 184987.72 E: 1300501.89 IF (S) = 16.97 (' IE(W)= 16.96( • • ♦ ♦ ♦ ♦ s • ♦ • ER 3-' ♦ w ♦ • Y CA � 3� • r•''T�/ \ 4 1 476-18 46 U#* � CB TYPE 1 ��+ POWER ABAJPROVIDE 2' suMPZ SKV MMMU n Ew RIM: 19.10 J V V V/ULT — N: 184944.83 0 M E 0 a 01 E N \ IE = 17.1308 ♦y` IE (E) n.o5 (8" DI) \ (n w IE (N) = 17.44 (8" EX WSP "( 3330I9 Amme Xu CALL 48 HOURS 1 I 300AC w aI fetl: Wry, 12Kb BEFORE YOU DIG (2 1-DOO )431-2250 1-800-424-5555 FAX:(m FAX: (i(6)431-E350 SYM RENSION SY APPROVED MM PRIG APRON R - CENTRAL C180242 WEE SPT I 07/09/21 REVISION 6C;\ / ♦••, 21 LF 8" SLOT DRAIN IE=17.15 SLOPE=O.00R D D 1 BY I APPROVED I DATE • b 8"w� \ •c A ♦ \ `\ • 9\ \R ♦ • 2 JGi i L-BOE/w" gU\�DW� 4 g1 256 2 5629 19.1 R6 C 415 \ \\ \; ;\\\ \ 478A-18 CB TYPE 1 PROVIDE 2' SUMP RIM: 1901 N: 184657.08 E: 1300559.73 IE (S) = 17.15 (8" SLOT DRAIN) IE (W) = 17.15 (8" DI) \ \ AS � E l RY T UTILIDk' 6 d' - \ \ ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED�PTTC GENERAL NOTES L 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. SEE PAVING AND GRADING DETAIL PLAN SHEETS C501-5A THROUGH C501-5D FOR PAVEMENT DETAILS AND GRADING INFORMATION. E-D> SLOTTED DRAIN PER DETAIL 1 ON SHEET C501-6P SLOTTED DRAIN CONNECTION PER DETAIL 3 ON SHEET C501-6P REMOVE AND REPLACE EXISTING PAVEMENT AS REQUIRED TO INSTALL PROPOSED IMPROVEMENTS PER DETAILS ON SHEET C501-51) ® PIPE CROSSING. SEE SHEET C501-613 FOR PIPE CROSSING TABLE. CONSTRUCTION NOTES PROVIDE NEW TYPE 1 CATCH BASIN PROTECT EXISTING STORM PROTECT EXISTING 8-INCH COMPRESSED AIR. POTHOLE AND VERIFY DEPTH AND LOCATION. NOTIFY ENGINEER AND BOEING REPRESENTATIVE IMMEDIATELY IF CONFLICTS ARE FOUND. CONNECT EXISTING PIPE TO NEW STRUCTURE WITH KOR-N-SEAL BOOT PROTECT EXISTING DRAINAGE STRUCTURE © PROTECT EXISTING POWER. POTHOLE AND VERIFY DEPTH AND LOCATION. NOTIFY ENGINEER AND BODING REPRESENTATIVE IMMEDIATELY IF CONFLICTS ARE FOUND. [CIVIL PER E STORM DETAILS APRON R - CENTRAL RENTON SITE MASTER S 11 RENTON, ' R-4177040 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEYEIAPMP EWINPFAINO ichavez 08/25/2021 O C180242 UNJU 07/00/1 v501-6D C40 COMP C180242 RTN-YD-0501-6D