Loading...
HomeMy WebLinkAboutR-408024NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. STA. 13+50.05, OFF. 4.49' LT i 36" DIA. HIGH -FLOW BYPASS OUTLET 1 1 IG o O. .a a A ti . ° 6" 4' 5' ° ad STA. 13+60.02, OFF. 4.26' RT. 36" DIA. TRUNKLINE INLET A STA. 13+49.75, STA. 13+59.80 OFF. 5.51' RT OFF. 5.73' RT 24" DIA. WQ FLOW PIPE OUTLET 36" X 48" STEEL RESTRICTOR PLATE PER DETAIL BELOW FLOW SPLITTER VAULT PLAN VIEW NOT TO SCALE CENTER OF HATCH RIM ELEV.: 331.63 3' WEIR I.E.: 327.74 Oq( Oo 000C.. 000 000C. 36" DIA. HIGH FLOW BYPASS OUTLET IE:323.74 323.69 12" MIN. CSTC J EI E ca z CENTER OF HATCH RIM ELEV.: 331.84 4 le 3'X3' ACCESS HATCH, ADJUST TO FINISH GRADE (TYP.) 4/ 4 ° a 1" DIA HOLE FOR ATTACHMENT. SECURE PLATE WITH STAINLESS STEEL EXPANSION BOLTS AND WASHER, 1" EMBEDNMENT INTO CONC. WALL. SEAL OUTER EDGE OF PLATE WITH SILICON CAULK. 1" (TYP.) FLOW SPLITTER VAULT SECTION A -A 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 GRAVEL BACKFILL 80 FOR WALLS 36" DIA. TRUNKLINE INLET IE: 323.74 323.77 24" DIA. WQ FLOW PIPE OUTLET IE: 323.74 13.8" DIA CIRCULAR ORIFICE OPENING, IE=323.74 42" X 48" X 2' STAINLESS STEEL RESTRICTOR PLATE U r NOT TO SCALE NOTES: 1. CONTRACTOR TO PROVIDE TYPE 3E WORKING DRAWINGS FOR ENGINEER APPROVAL. 5 2. SUBGRADE BELOW VAULTS TO BE COMPACTED PER WSDOT STAND SPEC 2-03.3(14)C METHOD C. < 3. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 4. STATION AND OFFSET ARE PER ACCESS ROAD ALIGNMENT. 5. ACCESS HATCHES SHALL BE LOCKING ALUMINUM, WITH SECONDARY FALL PROTECTION GRATING, H-30 LOADING. LW PRODUCTS COMPANY OR APPROVED EQUAL. NOT TO SCALE 6. LADDERS SHALL BE PER KCRDCS FIGURE 7-011. L i DESIGNER DRAWN BY CHECKED BY CITY OF RENTON PUBLIC WORKS CD TT RG 1055 SOUTH GRADY WAY, 5TH FLOOR- RENTON, WA 98057 0 NO. REVISION COMMENTS BY REVIEW DATE y , SI 001 ACCESS ROAD PROFILE VERTICAL ADJUSTMENT CDD CDD 03119/2024 M 0 N R 0 E A V E NE INFILTRATION z SI 002 GRATED VAULT TOP DELETION CDD CDD 05/01/2024 FACILITY ca � CITY PROJECT SWP-27-4080 a s i L= I .vl u STA. 11 +11.61, OFF.8.77' LT x STA. 11 +11.61, OFF. 1.27' LT fi . °Oo°Oo°Oo°Oo°O oc:yoo°Oo°Oo°Oo°C 000000000)O000000000C yoc:�o 0° O 0° O 0° O 3'X3' ACCESS HATCH, O 0° D ° G AV LE BAC FILL 1 O° C 5'X3' ACCESS HATCH, 0 O O O O ADJUST TO FINISHED )000 FOR `WAALLLS ADJUST TO FINISHED GRADE O O O O GRADE (TYP) 0 y__ yOo°Oo°Oo°Oo°O Oo°O6°Oo°Oo°C 000000000 0000o0o0C OoOoOOo°O O°0C61Oo°Oo°C )00000000000OOOOOOOOOC °Oo°Oo°o°OPC00610oOo°Oo°Oo°Oo°C 'd D00000000000000000000C D Q 0 0 0 0 0 0 o Oo0000oC 31.00 F) On OL O 0 0 Ono(-) , 4' ' 0(C 4 ° TOP OF VAULT = 321.19 5' 7.50' 3' 3.62' 4 O �° O �° 24 0 SCH 40 PVC PIPE OUTLET [IE=315.19] O 0 TO INFILTRATION CHAMBER ISOLATOR 00 OO ROW TOP OF WEIR 4 O 00 O 0° C ELEV: 317.69 1000 00 C Oo°Oo°C nr) _j 0 Il _ \ 24" DIA. WQ FLOW I ° 0 / PIPE INLET O (]--------OUTFLOW � 4 O \ / / 36" DIA. HIGH -FLOW ° 0 12" \ PIPE - - BYPASS INLET )(:AOO IE=315.19 (TYP.) 12" SUMP 24" DIA MANIFOLD IE: 315.19 -\ j - 1� '_� VAULT IE = 314.19 24" IA MANIFOLD 4' � 4 '4 � � 4 °. .. • • p '. .4 .. 4. 4 4 ° .4. ( IE: 315.19 1 ° 44 4 A4 STA. 10+84.61, OFF.8.77' LT Fj STA. 10+84.61, OFF. 1.27' LT 24" DIAM, SD TO INFILTRATION CHAMBER ISOLATOR ROWS (TYP.) HANDHOLDS OR LADDER n v D .v 4.68'' 10.88' 10.84' 4.60' v v 5% 2.70' 5.60' 7.50' 2.70' 5% 6.09' 12.49' . v D D D 24" DIA. WQ FLOW 36" DIA. HIGH -FLOW BYPASS INLET PIPE INLET IE: 315.19 IE: 315.19 31.00' INFILTRATION CHAMBER MANIFOLD VAULT PLAN VIEW NOT TO SCALE 0 --- - � --- 0000000 fD0000O( 3'X3' ACCESS HATCH, ° O 610 ° O 0 ADJUST TO FINISHED OO OO Or GRADE (TYP.) /006/0000 DOOOOO( °Oo°Oo°O 00000( 3' 000 3.29' op 00 0 00° 12" 00 6,. 000 :rw;�un�.zsr. 4 °. 4 5.60' �; HANDHOLDS OR LADDER, PER COR STD 204.60 INFILTRATION CHAMBER MANIFOLD VAULT SECTION A -A Otak in 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com CALL BEFORE YOU DIG 1-800-424-5555 OTAK 33201.A PROJECT NUMBER FLOW SPLITTER VAULT AND INFILTRATION CHAMBER MANIFOLD VAULT DETAILS C412 DRAWING NO. R-408024 SHEET: 24 of 36 © 2023 OTAK, INC.