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Home My WebLink AboutR-40802610" TYP WALL THICKNESS SECTION D-D SCALE: 1 "=2' 024" HDPE STAND PIPE WITH GRATE (POLYLOK 3008-G24). 100YR HIGH WATER EL = 324.67 OVERFLOW EL = 324.17 NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. ET CHANNEL DISTRIBUTION \TES SPACED EVERY 3 FT, SEE TAIL 2 FOR ELEVATION VIEW 3' 18" StormMixTM MEDIA of�) C 20" GRAVE_ L I U p061 ' --04 SLOTTED PVC UNDERDRAIN 8" X 3' STAINLESS STEEL SOLID PLATE ABOVE WINDOW r 6" X 36" WINDOW ADJUSTABLE STEEL PLATE TO REDUCE 6" X 36" WINDOW AS NEEDED [DOWN TO 4" X 36"] DISSIPATION ROCK °-o - - OooOo Oo° o� <9. o� DESIGN REVISIONS MADE DURING CONSTRUCTION HAVE BEEN INCORPORATED INTO THESE "AS -BUILT" DRAWINGS, BUT ARE NOT HIGHLIGHTED/ CLOUDED FOR CLARITY. THESE "AS -BUILT" PLANS REFLECT DESIGN INFORMATION, INCLUDING PLAN REVISIONS MADE DURING CONSTRUCTION, WITH "AS -BUILT" INFORMATION PROVIDED BY THE CONTRACTOR. OTAK HAS NOT REVIEWED THE INFORMATION SUPPLIED BY THE CONTRACTOR FOR ACCURACY AND HAS NOT SURVEYED TO VERIFY THE "AS -BUILT" CONDITIONS SHOWN. CHARLES DEWEY, P.E 3/14/2025 NOTES: 1. FINAL SIZE AND PLACEMENT OF DISSIPATION ROCK TO BE DETERMINED BY CONTRACTOR, SEE SPECIAL PROVISIONS 7-05 FOR TREATMENT VAULT. 2. DISSIPATION ROCK TO BE PLACED BENEATH EACH 4" HIGH T WIDE INLET WINDOWS. 3. DISSIPATION ROCK TO BE WSDOT 8" STREAMBED COBBLES, OR APPROVED EQUAL. DETAIL 3 - DISSIPATION ROCK SCALE: 1 "=1' T 1'-2" ' MAX BIORETENTION PONDING EL = 324.00' 8" 6" 6" X 36" INLET WINDOW as 411 TOP OF MULCH EL = 323.50' VERTICAL SUPPORTS, AS NEEDED �24 a i Q" ai U E z 31-411 INVERTED TRENCH 6„ T J _�4" �4" _ DETAIL 1 - INVERTED TRENCH SCALE: 1 "=1' TREATMENT VAULT DETAILS i I DESIGNER DRAWN BY CHECKED BY O CD TT RG a NO. REVISION COMMENTS BY REVIEW DATE n , SI 002 - GRATED VAULT TOP DELETION CDD CDD 05/01/2024 N a i PRECAST CONCRETE INVERT TRENCH TOP OF INVERTED TRENCH 8" X T STAINLESS STEEL SOLID PLATE ABOVE INLET WINDOW INSIDE TOP OF INVERTED TRENCH RE DETAIL 2 - DISTRIBUTION PLATES SCALE: 1 "=2' CITY OF RENTON PUBLIC WORKS 1055 SOUTH GRADY WAY, 5TH FLOOR- RENTON, WA 98057 MONROE AVE NE INFILTRATION FACILITY CITY PROJECT SWP-27-4080 Otak in 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com TOPSOIL TYPE A NON-INFILTRATIO 7nnlr-: CII I GRAVEL BACKFILL I ' FOR DRAINS 4 opop O °Oo°po° O O C GRAVEL BACKFILL °` °"0 oo O 0 O O o °o °o FOR WALLS O°O° Q O O O o O o00o O OO 0 o 0:. o °o°°o°° Q� O o O 0 TREATMENT VAULT o00° o O O O 0 O °po°Do° 0 O O O O °o °o Q Q O O O O. 00C O' O �. °O °O O 0 0 O O O 4 0°0o QQOQ 0 0 O:. 0 0 0 0 O o O 0 O o 00o O 0. O 0 O 0 TREATMENT VAULT DRAIN SEE 4 o�?o O 0 O O 0 C 4 00000 O O O 0 O O O DETAIL THIS SHEET. SEE SHEET 0000000 Q O O O 0 O C C401 PLAN FOR LAYOUT AN °°o°0- Q Q Q 0 SHEET C404 FOR PROFILE °oo°oo°'O O Q O 0 O CONNECTION TO CB105 `'� �o�0 0 O 0 O o O 0000 O O ° O O 0000o O O 0 C 12" CSTC LEVELING PA :u o00o Q OO 0 O O O 0 °0 0 O Q 0 O .O o. C) O O. o � O 0 � O � O 0 °p°p C OQ O o O 0 q O o v O°o0°o O Q C O q 4 4 4 4 0000 O O 1' MIN O O O 0 O O .o o O : 0 O 0 O O 0 0 0 0 .. o O� 0. 0. ° Q0 O� ° 0 0 o 0 O O 0 0 O o �o o �O^ 0 O 0 0 o nO o �^0 nO TREATMENT VAULT DRAIN TYPICAL SECTION NTS SOLID PLATE 3'-0" T-0" (TYP) (TYP) 6" X T STAINLESS STEEL SOLID PLATE, USE AS REQUIRED TO REDUCE 6" X 36" INLET WINDOW OPEN AREA CONSTRUCTION GEOTEXTILE FOR UNDERGROUND DRAINAGE, MODERATE SURVIVABILITY, WITH 12" OVERLAP AT TOP RAVEL BACKFILL FOR DRAINS 0 0 0 0 0 0,�00000 00 1' o po°per o°°o°°o°`� " DIA. UNDERDRAIN °O °O °O °� PIPE, 0.5%MIN. SLOPE TREATMENT VAULT DRAIN DETAIL NTS BioPod Underground 20'-0" X 224'-0" 3-Sided Box Trench (OR APPROVED EQUAL) Treatment Flow Rate: 12.65 cfs Peak Flow Rate: 17.6 cfs CALL BEFORE YOU DIG 1-800-424-5555 OTAK 33201.A PROJECT NUMBER TREATMENT VAULT DETAILS I C414 DRAWING NO. R-408026 I SHEET: 26 OF 36 © 2023 OTAK, INC.