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HomeMy WebLinkAboutR-295312CY3 N h N w 2 G 9 I 8 7 6 5 4 3 2 i i; 0 1 a' a - -. :. -. lUU Vo bi - 96 _- as 91 a a3 92 GENERAL NOTES: o0 8,5 as 87 a< 93 °a 9,5 $, vi'J ►... �g '.2" w � CB '�6 � � 8` 80 89 � 1. UNLESS NOTED OTHERWISE, ALL STORM DRAIN MANHOLE (STMH) O �g 86 SHALL BE 54" TYPE II PER CITY OF RENTON STANDARD DETAIL i i a' v �• -Ak . 3- X85 g' B -027 FOR DEPTH 12 "<, FOR DEPTH 12 "> DETAIL B -028. RING 3 1!2 S> ■ �j �2 AND COVER SHALL BE SOLID LOCKING TYPE I PER CITY STANDARD 9 DETAIL BR074. INSTALL WEDGE ACTING HDPE MANHOLE ADJUSTING - -� I IV � � •STMH �C1y ao 90 OWNSPOUT DRAIN RINGS BY LADTECH INC. AND ADJUST COVER TO MATCH GRADE k = O TIED IN TMf'i # / '�- alb YS' SLOPE. ,,t 6 W �`'/ C '#1 �ry n � / w`b AIR GAP 1 4 2• UNLESS NOTED OTHERWISE, ALL STORM DRAIN CATCH BASIN (CB) c — — °�° \ ■ 6" SS m 41 czs TO BE TYPE I PER CITY OF RENTON STANDARD DETAIL B -012 _ l '\ o o �' FRAME AND GRATE SHALL BE B =20.1 AND B -20.2 g -1 I O R I 3. UNLESS NOTED OTHERWISE, ALL STORM DRAINAGE PIPE (SD) TO BE 86 VAULT 2 12" DI Gg SMOOTH WALL HDPE, AD'S -N12 "PRO LINK WT BY ADVANCED I - DRAINAGE SYSTEMS, "BLUE SEAL" BY HANCOR, OR EQUAL. INSTALL NEW TREATMENT -.911 czs 83 KOR -N -SEAL BOOT BY NPC AT .MANHOLES AND VAULT EXISTING ING BLDG. 8" \ ) O I SS FACILITY. PENETRATIONS. GROUT IN PLACE. I \ o �1 0 \ 82 ° rn 81 NOTES 8 II I CB #2 CB #3 I O1 REF. STORM PLAN AND PROFILE SHEET C23 REF. STORM PLAN AND PROFILE SHEET C24 a� ao \\ JI I 5 �— B 0 REF. STORM PLAN AND - PROFILE SHEET C25 _ L �2 co \ \ 0 SS 8„ I - i Oil O STORM VAULT #1` AND #2 SHEET C26 7 72'7TE3r \ °' 10" SS VAULT EI 7 50 REF. SANITARY SEWER PLAN AND PROFILE SHEETS C30' 82 I C 10 �. � ° ° © REWORK EXISTING` BUILDING CLEAR WELL OVERFLOW AND AIR GAP a� .� o' —..o — czs STRUCTURE AG #4 \� IN i • ' i �- 7O -.REF. ELECTRICAL PLAN SHEETS / DOWNS UT DR 1 I' UL 1 A, PROX. LOCATION I I X rn 6 OF ELECTRICAL / \ \ \ �` I ' 1 �_ AIR GAP #2 A DUCT BANK cP o rn 0 (STORM) czs STMH O I > CB #4 x \ \ X Lj Ca o op� c , Sp m 0 STMH #5 5 10 \ \ \ 15 0 3 STMH �4 �. a� ry �ry NEW CART PATH 8 / \ \ \ ! 4 a ELECTRICAL DUCT BANK 4'-FROM FACE \ \ 7 OF STM 43 STORM PIPE RUNS t SUNDER \ ; \ 84 \ \ SEE ALSO SHT. C22 FOR UTILITY AS -BUILT �a ELECTRICAL DUCT BANK STMH #3 \ \ \ \�� &3 j I INFORMATION. \Q� 41 x SEE ALSO SHT. C32 FOR UTILITY AS -BUILT 77 rP 80 r} u • �g2 INFORMATION. 5�0 3 > 9 1 / SEE ALSO SHT C35 FOR UTILITY AS -BUILT INFORMATION. l STORM OUTFALL \ 2 u 8 czs o zo 40 m : I L CONSTRUCTION RECORD DRAWING NOTICE SCALE IN FEET \ �8 These record drawings have been prepared based upon 2, _ information contained in addenda, change orders, or a other available construction information, and information �t rovided b the Contractor, and b others. HDR has not �I " P Y Y verified the accuracy or completeness of the :information- . I provided to it and does not warrant the accuracy or completeness of these record drawings. Users of this C�l - - 8 _ information shall be solely responsible to verify any and - - all information represented .herein . prior to any such use oO;aO _ of the information. SURVEYED: - SCALE:AS SHOWN allm CITY OF RENTON BATE: OCTOBER, 2003 1 DESIGNED: J. E. VERTICAL: NAVD 1988 Planning /Building /Public Works 'Dept. ECONOMIC AND ENGINEERING PROJECT No. DRAWN: R.B. ONE INCH HORIZONTAL: NAD 1983/1991 Kennedy/Jenks SERVICES, ING. 3 -01 -358 I� Consultants MAPLEWOOD CHECKED: G.P. RB 1/06 GP APPROVED: - AT FULL SCALE 10900 NE 4TH STREET, SUITE 1110 REVISION No. 32001 32nd Ave. S., Suite 100 WATER TREATMENT AND'GOLF COURSE IMPROVEMENTS 2 P DAruM BELLEVUE, WASHINGTON 98004 A. 0. IF NOT ONE INCH Federal Way, Washington 98001 STORM PIPING OVERVIEW RB 0 0 GP SCALE ACCORDINGLY SHT N RB 10 0 G PORTLAND, OR /BELLEVUE, WA / KENNEWICK, WA OLYMPIA, WA owc No. C22 < BY DATE APPS C D E F G H J K L M N W- 2953AA Pb SCANNED OCT 2 7 2"a6 4 ` I 2 RECORD DRAWINGS = CHANGE PER ADDENDA 1 ISSUED FOR CONSTRUCTION NO. REVISION A B