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405 RIVERSIDE RD 2018 Plans 2022-11-28 (2)
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405 RIVERSIDE RD 2018 Plans 2022-11-28 (2)
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Last modified
11/28/2022 2:51:53 PM
Creation date
6/23/2022 11:09:18 AM
Metadata
Fields
Template:
Address Document
Street Name
RIVERSIDE RD
Street Number
405
Permit
PW1801-027
Year
2018
Notes
SITE WORK FOR RIVERSIDE BUSINESS PARK LOT 4
Address Document Type
Plans
Imported From Microfiche
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Q) En <br />CL <br />N 15*02'09" <br />478.12' <br />c a I a W/ sump PUMP <br />TYPE #-48' <br />88+69.00, 16.65RT <br />RIM 12.70 <br />8: IE 10.53 (IN— S) <br />3 1E 10.87 (OUT—N) <br />CONNECT TO TRENCH DRAIN <br />(SEE SHEET DT-01 FOR <br />PUMP DETAIL) <br />Q2018 THE BLUELINE GROUP <br />FOOTING DRAIN NOTES <br />1. F0077NG DRAINS TO BE PERFORA TED PVC IN -314" OR 142" WASHED ROCK WRAPPED <br />wl uIRAn 14ON OR APPROVED EOUAL AND INSTALLED AT A SLOPE OF 0.00 <br />2. CLEANOUTS TO BE CONSTRUCTED PER CITY STANDARD 421. PROVIDE NO SKID LIDS <br />WHEN L OCA TED IN PA VEMEN T <br />J. BENDS, WYES, ETC. (AS NECESSARY) TO BE DETERMINED BY CONTRACTOR. <br />4. F0077NG DRAINS TO BE LAID FLA T OR W TH POSI 77 VE SLOPE TOWARDS CONNEC77ON TO <br />PROPOSED STORM SYSTEM. <br />-5. aEANOUTS SHALL BE PROVIDED EVERY 100'OR 135* IN DIREC77ONAL CHANGE. <br />0��=._ <br />LEGEND <br />----FD ---- FD ---- FD— F0077NG DRAIN <br />----RD ---- RD ---- RD— ROOF DRAIN <br />UNDERGROUND UTILITY NOTE <br />NOTES <br />UNDERGROUND U 77LI 77ES ARE <br />SHOWN IN THE APPROXIMA 7E L OCA 770N. THERE IS I NO r1APAA7r7 THAT ALL UTILITY AXZ ARE 04%4^10 THAT TLr IllA770A <br />1. SEE SHEETS RP-01 774ROUGH RP-02 FOR PROFILES. <br />2 SEE SHEET DT-01 FOR DETAILS <br />J. SEE SHEET GN-01 FOR COE STANDARD STORM NOTES. <br />4. CG 13 TO CONTAIN STORM PUMP SYSTEM AS DETAILED ON SHEET D T-01. <br />SIZE AND MATERIAL IS ACCURATE. THE CONTRACTOR SHALL UNCOVER ALL <br />INDICATED PIPING *HERE CROSSING, INTERFERENCES, OR CONNECTIONS OCCUR <br />PRIOR TO TRENCHING OR EXCA VA 77ON FOR ANY PIPE OR S 7RUC 7URES, TO <br />DETERMINE ACTUAL LOCATIONS, SIZE AND MATERIAL. THE CONTRACTOR SHALL <br />MAKE THE APPROPRIATE PROVISION FOR PROTECTION OF SAID FACIL177ES. 774E <br />CONTRACTOR SHALL N077FY ONE CALL AT 8-1-1 (WASHINGTON81I.COM) AND Is <br />ARRANGE FOR FIELD LOCA77ON OF EXIS77NG FACIU77ES BEFORE CONS7RUC770N. <br />4D <br />BLUELINE <br />25 CENTRAL WAY, SUITE 400, <br />KIRKLAND, WA 98033 <br />P: 425.216.4051 F: 425.216.4052 <br />WWW.THEBLUELINEGROUP.COM <br />SCALE <br />AS NOTED <br />PROJECT MA NA GER: <br />CHRISTOPHER H. MILLER, PE <br />PROJECT ENGINEER: <br />JON KOEPFGEN, PE <br />DESIGNER: <br />DOMINQUE GABALDOIV <br />ISSUE DA TE. <br />51412018 <br />ti <br />En <br />Q <br />�.n <br />T� <br />En <br />En <br />E <br />41 <br />W Q <br />Za <br />En <br />:��o <br />J <br />Q W <br />� <br />En <br />U) <br />41 <br />ED <br />4 1 Q. <br />41 <br />H E R <br />j)F WAs <br />c_) <br />0 9500 <br />SVE <br />�SS/ONAL4��G\ <br />51-411415 <br />JOE? NUMBER: <br />16-22B <br />SHEET NAME: <br />RS-02 <br />SHT <br />IS oF-24 <br />
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