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HomeMy WebLinkAboutR-377618301 87'-6" 105-4" 16'-6" 8" I I I I I I 6/S1.4 I I I I I I » PROVIDE (4) #5 x I I Ix I I PROVIDE (4) X15 x 10 —0 �Sb .� " I " I TOP IN FTG CENTERED �^`�' �10 —0 TOP IN FTG I I � I .� •��'` CENTERED BELOW I BELOW 5 OPNG �o �, PROVIDE CORNER I 21-40" 5 ' -o" ,�� 5/S1.4 )lIt 5 OPNG ,_ " " REINF. PER I F60x12 5 0 2 �-0 11 S1,2TYP. I —_— —-----------------�.r---------_--_---___-----------------_------_-----------___----_----_--, ,--------- — --- I 1 t I -------------- -------------- ODER ABOVE PER 11/S1.^Mr 48"0 CATCHBASIN BASE SEE DETAIL 10/S1.2 Q 0 PROVIDE CORNER REINF. PER 11 /S1.2 TYP. tLL 2 cc C=1 I N I I I I PROVIDE 2 VERT EA I I PROVIDE 2 VERT EA 1 SIDE OF OPENING k (2) X141 x I SIDE OF OPENING kC 2 x I 4'-0" DIAGONAL EA CORNEF 1 4'-0" DIAGONAL EA CORNER 1 1 1 I 04 I I ���• �� I Imo. 2 I► I I► N I 1 5/ 1.4 �� 1 16/S1.4 -Q" 3'-0" ' 6-0" 3'-0" 2'1-0" 81 /N x J I I ----------------- I PROVIDE (2) #5 VER EA �------- ----- I -- SIDE OF OPENING & (2) #4 x 4'-0" DIAGONAL EA CORNER THICKENED SLAB FOOTING TO I I 1 r ------ ; © I 1 BE CAST WITH GRADE SLAB �oJ I 1 F36x12 O° 6/S1.4 J ACCESS HATCH ABOVEi7/ ACCESS HATCH ABOVE 21,_Q" 4,_Q" Plan Notes Z2 2 LEGEND Stormwater Detention Vault F Pian 1. SEE CIVIL DRAWINGS FOR PIPE INLET DIAMETERS, LOCATIONS AND INVERTS. SEE 12/S1.2 FOR ADDITIONAL IBOV INSIDE BOTTOM OF VAULT Scale: 3/16" + 1'-0' • • WALL REINFORCING AROUND PIPE PENETRATIONS. VAULT INLET OR OUTLET PER CIVIL DRAWINGS 2. REINFORCE GRADE SLAB WITH 6x6 W2.9xW2.9 WELDED WIRE FABRIC PLACED AT THE MID—DEPTH OF THE SLAB. 3. ALL FOOTING SHALL BEAR ON DENSE UNDISTURBED SOILS OR ON STRUCTURAL FILL PLACED AND COMPACTED F36x12 FOOTING WIDTH (IN) FOOTING DEPTH (IN) PER GEOTECHNICAL RECOMMENDATIONS. ALLOWABLE BEARING PRESSURES SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. SIDE FACE OF WALL TYP HORZ & VERT REINF PER WALL SECTIONS Wall Reinforcing Transition SLAB ON GRADE PER PLAN 1"dp x 1/4" BAR GRATING (galvanized) W/ ACCESS PANEL PER CIVIL DWGS. ATTACH TO LEDGER ANGLE PER GRATING MFR. �— L 441/4 W/ 1/2"0 EXP. BOLTS ® 16"oc (embed 21/4" min.) TYP. ALL AROUND 48"0 TYPE 2 CATCH BASIN BASE 4 4 v C� a 9 Catch Basin Base at Control Structure 10 48 #5 CORNER BARS 0 12"oc ON BACKFILL FACE OF WALL #5 VERT @12 is oc ON BACKFILL FACE OF WALL ADDITIONAL VERT. BAR IN WALL 24 #5 CORNER BARS N TO MATCH HORZ OR LONGITUDINAL REINF LOCATIONS TYP VERT REINF #5 VERT ® 12"oc ON BACKFILL FACE OF WALL Typical Corner Bars at Concrete Walls and Footings 11 :1N 7 rl"';. , (1)#5 x 4'-0" EA CORNER Ln r i � Air ab rlr.. -- 15 VERT FULL EA SIDE OF FOR EACH PAIR VERT BARS CUT Wall Reinforcing at Pipe Penetration -15 I I r I �I �I I I I I PROVIDE CORNER REINF. PER 11 /S1.2 TYP. tLL 2 cc C=1 I N I I I I PROVIDE 2 VERT EA I I PROVIDE 2 VERT EA 1 SIDE OF OPENING k (2) X141 x I SIDE OF OPENING kC 2 x I 4'-0" DIAGONAL EA CORNEF 1 4'-0" DIAGONAL EA CORNER 1 1 1 I 04 I I ���• �� I Imo. 2 I► I I► N I 1 5/ 1.4 �� 1 16/S1.4 -Q" 3'-0" ' 6-0" 3'-0" 2'1-0" 81 /N x J I I ----------------- I PROVIDE (2) #5 VER EA �------- ----- I -- SIDE OF OPENING & (2) #4 x 4'-0" DIAGONAL EA CORNER THICKENED SLAB FOOTING TO I I 1 r ------ ; © I 1 BE CAST WITH GRADE SLAB �oJ I 1 F36x12 O° 6/S1.4 J ACCESS HATCH ABOVEi7/ ACCESS HATCH ABOVE 21,_Q" 4,_Q" Plan Notes Z2 2 LEGEND Stormwater Detention Vault F Pian 1. SEE CIVIL DRAWINGS FOR PIPE INLET DIAMETERS, LOCATIONS AND INVERTS. SEE 12/S1.2 FOR ADDITIONAL IBOV INSIDE BOTTOM OF VAULT Scale: 3/16" + 1'-0' • • WALL REINFORCING AROUND PIPE PENETRATIONS. VAULT INLET OR OUTLET PER CIVIL DRAWINGS 2. REINFORCE GRADE SLAB WITH 6x6 W2.9xW2.9 WELDED WIRE FABRIC PLACED AT THE MID—DEPTH OF THE SLAB. 3. ALL FOOTING SHALL BEAR ON DENSE UNDISTURBED SOILS OR ON STRUCTURAL FILL PLACED AND COMPACTED F36x12 FOOTING WIDTH (IN) FOOTING DEPTH (IN) PER GEOTECHNICAL RECOMMENDATIONS. ALLOWABLE BEARING PRESSURES SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. SIDE FACE OF WALL TYP HORZ & VERT REINF PER WALL SECTIONS Wall Reinforcing Transition SLAB ON GRADE PER PLAN 1"dp x 1/4" BAR GRATING (galvanized) W/ ACCESS PANEL PER CIVIL DWGS. ATTACH TO LEDGER ANGLE PER GRATING MFR. �— L 441/4 W/ 1/2"0 EXP. BOLTS ® 16"oc (embed 21/4" min.) TYP. ALL AROUND 48"0 TYPE 2 CATCH BASIN BASE 4 4 v C� a 9 Catch Basin Base at Control Structure 10 48 #5 CORNER BARS 0 12"oc ON BACKFILL FACE OF WALL #5 VERT @12 is oc ON BACKFILL FACE OF WALL ADDITIONAL VERT. BAR IN WALL 24 #5 CORNER BARS N TO MATCH HORZ OR LONGITUDINAL REINF LOCATIONS TYP VERT REINF #5 VERT ® 12"oc ON BACKFILL FACE OF WALL Typical Corner Bars at Concrete Walls and Footings 11 :1N 7 rl"';. , (1)#5 x 4'-0" EA CORNER Ln r i � Air ab rlr.. -- 15 VERT FULL EA SIDE OF FOR EACH PAIR VERT BARS CUT Wall Reinforcing at Pipe Penetration -15 D REVISIONS: Z& Review Response Sept. 17, 2014 2 Review Response Oct. 22, 2015 311618 NIdhRTRF: Talbot & 55th Ave Plat Detention Vault S 192nd St. Renton, WA 98055 SHEET TITLE: Detention Vault Plan &.Details SCALE: X411 _ 1i_OII U.�1.0. DATE: February 24, 2014 PROJECT NO: 10192-2014-01-00 SHEET NO: S1102 12 0 NO: OF SHEETS: W n 0 C DRAWN: o RWG a 0 C 9 DESIGN: M cn RJA 00 < CHECKED:Z RJA 70 z APPROVED: :EABB ° M L� Z Z U) O D REVISIONS: Z& Review Response Sept. 17, 2014 2 Review Response Oct. 22, 2015 311618 NIdhRTRF: Talbot & 55th Ave Plat Detention Vault S 192nd St. Renton, WA 98055 SHEET TITLE: Detention Vault Plan &.Details SCALE: X411 _ 1i_OII U.�1.0. DATE: February 24, 2014 PROJECT NO: 10192-2014-01-00 SHEET NO: S1102 12 0 NO: OF SHEETS: