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Home My WebLink AboutR-38351218" INLET S TA GE LIVE STORAGE VOLUME CF IE 450.25 E. REQUIRED IBOV 444. TOTAL454.00 0' 50,288 51,741 100 YEAR.1 10.60' W 51,J50 11 \ 6" PVC INLET 454.02 I II IE 453.50 10 YEAR1,395 I Ii IBOV 444.13' I STRUCTURE 0 44.5p' 449.85 27,081 0 44.5p' I'l I -EL. 444.50' 0 44.1.x' I i i I I II _I I I - - lo�t�a�l I (I I P VC PERF. I [*a I I II I 59' 159 I I i TYP.)I (TYP.': I II i II I I ii I I I I I RUNGS (TYP) it I j�j - - rn LO ao m lm Q)o CIO o I_C I W _ i`�III I ISI - I I I i _ i II I I ISI II57o I5% TY (TYP. i HIGH POINT Io�CIco�I - t.l I �1 11 I 10: LO to I I Lq �- --------------------------- � _ TOP OF SEDIMENT o ,I o �omlm 0.5% m mal m 8 ° e AA 30' 12" AIR VENT TO SURFACE Wl TH SCRE (TYP.) B DETENTION VAULT PLAN SCALE: 1 "=20' CB 11, STORMF/L TER MANHOLE 18" OUTLET / W/CON7ROL STRUCTURE lE 445.00 - IBOV 444.50' TRACT 'A " 24" MAINTENANCE RISER (TYP.) �+-- 6.00' TEMPORARY CONSTRUCTION � EASEMENT MUST BE PRO WDED TO COR PRIOR TO PERM1 IS PER PRELIMINARY PLAT CONDITIONS INLET 8" PVC lE 453.33 TA GE S TA GE LIVE STORAGE VOLUME CF STORM E. REQUIRED PROVIDED AS -BUILT TOTAL454.00 . .° 50,288 51,741 100 YEAR.1 10.60' W 51,J50 52,858 25 YEAR 454.02 50,J98 1,859 10 YEAR1,395 RISER CON TROL STRUCTURE 2 AR 449.85 27,081 27,88J DETENTION SUMMARY SHEET r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) g A. JO F WASJ� -1 O 4523 • SIGNALxt P14 HOLDINGS LLC D'S EL. 457.87'- 0.5' FREEBOARD - INLET 6" PVC 1E 453.50 18" INLET IE 450.25 ADD LADDER RUNGS (TYP) TOP OF SEDIMENT STORAGE - EL. 445.00' 0.5' MINIMUM SEDIMENT STORAGE (TYP.) EL. 444.50'- 6 " PERF. FOOTING DRAINS (TYP). SE 1/4 SECTION J., TOWNSHIP 23 N., RANGE 5 E, W.M. MA ER TINS RANCH FRAME AND 24" ROUND SOLID COVER MARKED '"DRAIN" WITH LOCKING BOL IS (TYP.) RIM=±457.85 5x 10' GRA TE RIM 456.54' FINISHED GRADE (NON- TRAFFIC BEARING) 2'X2' ACCESS OPENING % EL. 456.54' / r- EL. 455.50' _W. S. EL. F--- ------ 454.00' W 0 CONNECT TO CB 10 0.67' 14.67' 14.67'- 30.00' E? TION VA ULT SECTION A - A HORIZONTAL SCALE. • 1 "=20' VERTICAL SCALE.- 1p0_4' -4'X4'X4' EL. 444.411 SUMP 6" PERF. FOOTING - 0 , DRAINS (TYP). CONNEC T TO CB 10 5'X10' GRA TE RIM ±456.54' (NON -TRAFFIC BEARING) 2'X2' ACCESS OPENING CONTROL ROD (ROD BENT _ AS REQ'D FOR VERTICAL +� ALIGNMENT WI TH COVER) PRIMARY 0 VERFL 0 W EL. = 454.39 0.5 FREEBOARD MAX. DESIGN W.S. � EL. = 454.00 4" ELBOW 18" RISER PIPE lE= 451.25' ORIFICE 0 =1.00" 4" ELBOW IE= 450.00' W ORIFICE 0 =1.20" p oz 0 PIPE SUPPOR T(S) (SEE NOTE 4) SHEAR GA TE KITH CON TROL ROD FOR Uo CLEANOUT/DRAIN 18" �. lE= 445.00 ------ TOP OF SEDIMENT 2 0 5 I STORAGE= 445.00 1' SECTION OF PIPE ATTACHED BY GASKETED N N BAND TO ALLOW REMOVAL 2 )7' � I N RESTRICTOR PLATE WITH ORIFICE 4'x4'x4' SUMP AREA 0 = 1.10" 0. C. (SHARP EDGED SHOP DRILLED) DE TEN TION VAULT SECTION C- C C CONTROL STRUCTURE Nrs 1 I MYL.AR D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7TH AVENUE, KIRKLAND, WA 98033 NO. REVISION O 425.827.3063 F 425.8272423 FRAME AND 24" ROUND SOLID COVER 5x 10' GRATE MARKED "DRAIN " Wl TH RIM (456.54' LOCKING BOL TS (TYP.) (NON- TRAFFIC BEAR/NG) RIM=±458.00' RIM=1458.00' 2'X2' ACCESS OPEN/NG FINISHED F- RIM=±457.05' GRADE R/M=±458.00' j\\ j\\ j\\ -.\\%\\%\\%\\%\\%\ EL. 454.50' EL. ±456.54 T \\j\\j\\j\\j\\j\\j\\j\\j\\j\\j , -EL. 455.50 . .° •a e ° A ° e d. 10.60' W - - - - - - - - - - - - - - - - - - - - - - - - - ADD LADDER -----------_---- DESIGN WS ---------�- RUNGS (TYP) / -18" CMP RISER CON TROL STRUCTURE z ,-18" OUTLET IE 445.00 -EL. 444.50' -4'X4'X4' EL. 444.411 SUMP 6" PERF. FOOTING - 0 , DRAINS (TYP). CONNEC T TO CB 10 5'X10' GRA TE RIM ±456.54' (NON -TRAFFIC BEARING) 2'X2' ACCESS OPENING CONTROL ROD (ROD BENT _ AS REQ'D FOR VERTICAL +� ALIGNMENT WI TH COVER) PRIMARY 0 VERFL 0 W EL. = 454.39 0.5 FREEBOARD MAX. DESIGN W.S. � EL. = 454.00 4" ELBOW 18" RISER PIPE lE= 451.25' ORIFICE 0 =1.00" 4" ELBOW IE= 450.00' W ORIFICE 0 =1.20" p oz 0 PIPE SUPPOR T(S) (SEE NOTE 4) SHEAR GA TE KITH CON TROL ROD FOR Uo CLEANOUT/DRAIN 18" �. lE= 445.00 ------ TOP OF SEDIMENT 2 0 5 I STORAGE= 445.00 1' SECTION OF PIPE ATTACHED BY GASKETED N N BAND TO ALLOW REMOVAL 2 )7' � I N RESTRICTOR PLATE WITH ORIFICE 4'x4'x4' SUMP AREA 0 = 1.10" 0. C. (SHARP EDGED SHOP DRILLED) DE TEN TION VAULT SECTION C- C C CONTROL STRUCTURE Nrs 1 I MYL.AR D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7TH AVENUE, KIRKLAND, WA 98033 NO. REVISION O 425.827.3063 F 425.8272423 FRAME AND 24" ROUND SOLID COVER 5x 10' GRATE MARKED "DRAIN " Wl TH RIM (456.54' LOCKING BOL TS (TYP.) (NON- TRAFFIC BEAR/NG) RIM=±458.00' RIM=1458.00' 2'X2' ACCESS OPEN/NG FINISHED F- RIM=±457.05' GRADE R/M=±458.00' DETENTION VAULT SECTION B -B HORIZONTAL SCALE. • 17-20' VERTICAL SCALE.- 1"_4' 0 0 L3 w ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS 12' WIDE 1 !12" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE 2 !12" COMPACTED CRUSHED SURFACING BASE COURSE 12' WIDE ACCESS_ ROAD D -D N IS CONTROL STRUCTURE NOTES 1. OUTLET CAPACITY- 100 -YR PEAK FLOW 2. METAL PARTS. • CORROSION RESISTANT. NON -GALVANIZED PARTS PREFERRED. GALVANIZED PIPE PARTS TO HAVE ASPHALT TREA TMEN T 1. J. FRAME AND LADDER OR STEPS OFFSET SO. A. CLEANOUT GATE IS VISIBLE FROM TOP. B. CLIMB -DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. C. FRAME IS CLEAR OF CURB. 4. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE.• OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D. LESS 1/4" 5. PROVIDE AT LEAST ONE 3"X. 090 GAUGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL. (MAXIMUM 3' VERTICAL SPACING) 6. LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO PROVIDE MINIMUM CLEARANCE AS SHOWN. 7. LOCATE ADDITIONAL LADDER RUNGS IN STRUCTURES USED AS ACCESS TO TANKS OR VAULTS TO ALLOW ACCESS WHEN CATCH BASIN IS FILLED WI TH WATER CONTROL STRUCTURE W/FROP-TEE) NTS YL.P 07.13.15 SURVEYED: SJS DESIGNED: MAJ DRAWN: w CHECKED: BY DATE APPR APPROVE;;.' SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 It 0 0 w W SLOPE 2�� MAxi� 18"0 FROP RISER REMOVABLE WATERTIGHT COUPLING OR FLANGE N �o 6" MAX PLATE WELDED TO ELBOW WI TH ORIFICE AS SPECIFIED ELBOW RESTRICTOR DETAIL .■ N IS DRAWINGS NOT APPROVED FOR CONSTRUCTION UNLESS STAMPED OR SIGNED APPROVED BY THE REVIEWING AGENCY CTY 0 RENTON Planning/Building/Public Works Dept. 383512 IN COMPLIANCE WITH CIN OF RENTON STANDARDS Bl(� ,��=� Date:? S jS' BY: 1� ��---� Date:74b-/S BY: Date: BY: Date: MAERTINS RANCH STORM DETENTION VAULT X -SECTIONS DETAILS PERMITS: U15-001308, B15 -00019E DRS PROJECT N0. 14103 A - 01.20.2015 FIELDBOOK: PAGE: DRAWING NO: C12 SHEET: OF: 12 20 w 0 CD Z j\\ j\\ j\\ -.\\%\\%\\%\\%\\%\ b T \\j\\j\\j\\j\\j\\j\\j\\j\\j\\j , -EL. 455.50 . .° •a e ° A ° e d. EL.454.50' - - - - - - - - - - - - - - - - - - - - - - - - - _ ---T ---- 0.5 _FREEBOARD ---------------- -----------_---- DESIGN WS ---------�- - \ o� EL.=454.00' z INLET 8" - - - - - P VC PERF. ADD LADDER 1E 453.33 RUNGS (TYP) - - - - ADD LADDER - RUNGS (TYP) W _ HIGH POINT - _ EL. =444.50 --------------------------- ----------------------- _ TOP OF SEDIMENT EL. 445.00 S 0.5% 0.59'_ STORAGE 445.00 5� 8 ° e AA EL. 444.41 0.5' MINIMUM SEDIMENT STORAGE (TYP.) No 196.00' DETENTION VAULT SECTION B -B HORIZONTAL SCALE. • 17-20' VERTICAL SCALE.- 1"_4' 0 0 L3 w ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS 12' WIDE 1 !12" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE 2 !12" COMPACTED CRUSHED SURFACING BASE COURSE 12' WIDE ACCESS_ ROAD D -D N IS CONTROL STRUCTURE NOTES 1. OUTLET CAPACITY- 100 -YR PEAK FLOW 2. METAL PARTS. • CORROSION RESISTANT. NON -GALVANIZED PARTS PREFERRED. GALVANIZED PIPE PARTS TO HAVE ASPHALT TREA TMEN T 1. J. FRAME AND LADDER OR STEPS OFFSET SO. A. CLEANOUT GATE IS VISIBLE FROM TOP. B. CLIMB -DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. C. FRAME IS CLEAR OF CURB. 4. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE.• OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D. LESS 1/4" 5. PROVIDE AT LEAST ONE 3"X. 090 GAUGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL. (MAXIMUM 3' VERTICAL SPACING) 6. LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO PROVIDE MINIMUM CLEARANCE AS SHOWN. 7. LOCATE ADDITIONAL LADDER RUNGS IN STRUCTURES USED AS ACCESS TO TANKS OR VAULTS TO ALLOW ACCESS WHEN CATCH BASIN IS FILLED WI TH WATER CONTROL STRUCTURE W/FROP-TEE) NTS YL.P 07.13.15 SURVEYED: SJS DESIGNED: MAJ DRAWN: w CHECKED: BY DATE APPR APPROVE;;.' SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 It 0 0 w W SLOPE 2�� MAxi� 18"0 FROP RISER REMOVABLE WATERTIGHT COUPLING OR FLANGE N �o 6" MAX PLATE WELDED TO ELBOW WI TH ORIFICE AS SPECIFIED ELBOW RESTRICTOR DETAIL .■ N IS DRAWINGS NOT APPROVED FOR CONSTRUCTION UNLESS STAMPED OR SIGNED APPROVED BY THE REVIEWING AGENCY CTY 0 RENTON Planning/Building/Public Works Dept. 383512 IN COMPLIANCE WITH CIN OF RENTON STANDARDS Bl(� ,��=� Date:? S jS' BY: 1� ��---� Date:74b-/S BY: Date: BY: Date: MAERTINS RANCH STORM DETENTION VAULT X -SECTIONS DETAILS PERMITS: U15-001308, B15 -00019E DRS PROJECT N0. 14103 A - 01.20.2015 FIELDBOOK: PAGE: DRAWING NO: C12 SHEET: OF: 12 20 w 0 CD Z b T Q -mm C] D m C o� WC CD z