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HomeMy WebLinkAboutTED4003776.27z' mm ru N z Pfl z m cn C D 91 23'-6" 105'-4" 12 PLANKS ® 4'-0" = 104'-0" 64'-0" 16'-6" Pi 8" CURB EXTENDING 12" 12"0 VENT THROUGH LID 418/S1.4 ABOVE THE TOP OF VAULT 1100 ❑ ❑ ❑ ❑ ❑❑❑a❑❑❑I❑❑ ❑❑ ❑ ❑ i0❑ [1 ❑ ❑ ❑ ❑ ❑ ❑ ill a11❑ 0131111 e°xi°u.°mEIiuNEem o CD 12-1/2' PRECAST HOLLOW CORE LID PLANK. N 24" DIAMETER OPENING TO ACCEPT RISERS, LADDER RING AND LOCKING MANHOLE 11/S1.3 , COVER PER CIVIL DRAWINGS. C�HD ❑❑❑ ❑❑❑❑ 2/S1.4� � ❑ ❑❑❑❑ T I ❑❑ ----- ❑ ❑❑ ❑- ❑ ----------- ❑❑ ❑❑ ❑❑❑❑o -------------------------------- ❑❑ ----------- ❑ ---------- ❑❑ ----------- ❑❑ ----------- ❑-------- ----------- ❑❑ ----------- o❑ ----------- ❑❑ ----------- o❑ ----------- ❑❑ ❑❑ ❑❑ --------------------------------- ❑❑ -------- -- o❑ ❑❑❑❑❑ ----------------- ---- ------ ❑❑ ---------- ❑❑ ----- ----- z - - - - --- - __--- - - - --- ---- - - - - - - �_ U7 ----- - ------ -- - ----------- - ----------- -T-T- - - - - - - - --- - - - - - - ----------- ----------- ---------- --------_ ------ --------- ---rjj------- ---__- - - - - ---- 3/S1.4 PROVIDE REINF PER v OPENING IN WALL BELOW PLANK MANUFACTURER OPENING IN WALL BELOW INTERIOR WALL BELOW ITOV HELD BELOW INSIDE TOP' 126.52 ^ OF VAULT ^ 3/S1.4 � 2 12/S1.3 BLOCKOUTS IN EDGE CELL • 5 x10 METAL BAR GRATING OPENING IN WALL SEE 11 /S1.3 FOR BELOW. CONC. 9 1.4 typ. OF THE PLANK AS SHOWN N BY OTHERS W/ INTEGRAL 30" SQ ACCESS HATCH HEADER REINF. ' ' -�Gomm+ - ' 1 S1.4 11/S1.4 I POUR SLOTS PER PLANK CD l ,1 �72\\. ❑❑❑❑❑❑❑❑ MANUFACTURER ❑❑❑❑❑❑❑❑ ❑❑❑❑ ❑ ❑ ❑ ❑❑n000 ❑ ❑ ° ° ° ° ° o a ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1311 ❑ ❑ ❑ ❑ ❑ 000 ----------- -----1-•- -- - --- -- - --- -- --- --- ---- t 12/S1.4 4/S1.4 , o0 5-0" 10'-0" 4'-0" 21'-0" 2 2 Plan Notes LEGEND Stormwater Detention Vault Lid Plan 1. SEE CIVIL DRAWINGS FOR PIPE INLET DIAMETERS, LOCATIONS AND INVERTS. ITOV INSIDE TOP OF VAULT Scale; 3/16" = 1'-0" 777 SEE 9/S1.2 FOR ADDITIONAL WALL REINFORCING AROUND PIPE PENETRATIONS. VAULT INLET OR OUTLET PER CIVIL DRAWINGS 2. SEE PLANK MANUFACTURER PLACEMENT PLAN FOR INSTALLATION. EXTENT OF 8" CONCRETE CURB EXTENDING ABOVE TOP OF VAULT 7 POUR SLOT PER PLANK MANUFACTURER HOLLOW CORE PLANK PER MANUFACTURER $2 W9- k i� t (2)-#5 CONT IN CLOSURE #5 x 4'-0" EA. VOID W/ POUR SLOT (2 min. per plank) (2)#5 HORZ @ TOP OF WALL #4 VERT 0 6"oc W/ STD HOOK IN CLOSURE AND 180-DEG STD HOOK AT BOT OF HEADER (3) #6 x 10'-0" CONT CENTERED OVER 5-0" WIDE OPENING 9 10 Header Reinforcing I I R=377627 HOLLOW CORE PLANK GROUT JOINT PER MANUFACTURER CONT. BACKER ROD IF READ I?ECElvEI .IUN 2 4 2016 CITY OF RENT PLANNING D!V!SlOIV 12 Plank -to -Plank rout Joint rr SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue - Suite 100 - Seattle, WA 98121 ph:206.443.6212 fax:206.443.4870 www.swensonsayfaget.com -15 DRAWN: RWG DESIGN: RJA CHECKED: RJA APPROVED: ABB REVISIONS: Al Review Response Sept.17, 2014 ZLReview Response Oct. 22, 2015 ., .IMI tz o a a 1 -p �c z W t� b t a PROJECT TITLE: Talbot & 55th Ave Plat Detention Vault S 192nd St. Renton, WA 98055 CIVIL: i Insight Engineering Co. P.O. Box 1478 Everett, WA 98206 PH 425.303.9363 D FX 425.303.9362 o p ISSUE: ti ° o D Permit T ` SHEET TITLE: Detention Vault Plan & Details SCALE: 3/4" _ l'-0" U.N.O. DATE: February 24, 2014 PROTECT NO: 10192-2014-01-00 SHEET NO: S103 NO: OF SHEETS: