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Home My WebLink AboutR-371826DID DO ro 0 0 r w z Z z O w w G ` 0 .O, J �W Y ry m n Ld LL x 24" A RISER A I5% M/A (Typ-) 144.00' LADDER (TIP.) 34.00' 18" INLET 2 \/ \/ 't4 I I I I I I i I II I l I I I I I � I 1\ I I I I 21 I hll 3J I I °I I'. I I I I I I I I I A / =j \ / bg NW 1A SE 1A SECTION 29, TOWNSHIP 23 N, RANGE 5 E, W.M. FIELDBROOK COMMONS 12 "0 VENT. PIPE (TIP.) OUTLET - 8'.5x10' OPENING IN WALL 5x10' GRATE W/ LADDER & 24" SQUARE 10' OPENING IN WALL J 12" INLET B VAULT DETAIL 1 "=20' 6" FOOTING DRAIN EL. 415.00 (TYP.) 12" OUTLET ff Q DESIGN L EL. 41A 00 WS 415.00 5% 1BOV 408.71 DE7EN77ON SUMMARY SHEET Call 2 Working Days Before You Dig Uts Underground �Location Center (ID,MT,ND,CR,WA) 1.0' AVERAGE SEDIMENT STORAGE (TYP.) SECTION A -A 5'x10' GRATE W/ LADDER & 24" SQUARE RIM EL= 427.97 LOCKABLE HINGED ACCESS HATCH (NON - TRAFFIC BEARING) = 0.50' FREEBOARD -O--5% 12 "0 FROP REMOVABLE WATER77GHT RISER -\ COUPLING OR FLANGE 0 t; O h RIM El= 427.70 PLATE WELDED TO ELBOW -J -I' TYP. LOCKABLE HINGED ACCESS HATCH SEE N07E 3 1BOV 409.21 f & PER /METER NIS 1 COMMENTS COMM75 DRIED NOVEMBER N - - - FIN /SHED GRADE _ HOLDINGS LLC D.R. STRONG 2 RNAL REVISIONS _ do 4 4 COMMENTS CITY dNAMEN75 DRS ENGINEERS PLANNERS SURVEYORS 6207TH AVENUE KIRKLAND, WA 98033 0425.827.3063 F425.827.2423 1) NO. REVISION - ..tlrsfmng.wm 0.50' FREEBOARD o � J5% MIN. n (TYP.) 8.5x10' OPENING IN WALL, - TYP. 2 PLACES SEE PLAN VIEW 6" FOORNG DRAIN EL. 415.00 (TM..) �0. DESIGN _ - 115 415.00 18" INLET O EL. 412.50 _ 8'.5x10' OPENING IN WALL L7 - 10' OPENING IN WALL J 12" INLET B VAULT DETAIL 1 "=20' 6" FOOTING DRAIN EL. 415.00 (TYP.) 12" OUTLET ff Q DESIGN L EL. 41A 00 WS 415.00 5% 1BOV 408.71 DE7EN77ON SUMMARY SHEET Call 2 Working Days Before You Dig Uts Underground �Location Center (ID,MT,ND,CR,WA) 1.0' AVERAGE SEDIMENT STORAGE (TYP.) SECTION A -A 5'x10' GRATE W/ LADDER & 24" SQUARE RIM EL= 427.97 LOCKABLE HINGED ACCESS HATCH (NON - TRAFFIC BEARING) = 0.50' FREEBOARD -O--5% 12 "0 FROP REMOVABLE WATER77GHT RISER -\ COUPLING OR FLANGE 0 t; O h CONTROL ROD (ROD BENT AS REDO FOR VERTICAL ALIGNMENT WITH COVER) 5 x20' GRATE W/ LADDER & 24" SQUARE RIM EL= 427.21 LOCKABLE HINGED ACCESS HATCH SEE NOTE 3 - 12" RISER PIPE / PIPE ( 423.50' TOP _ (SEE NOTE 4) OF DEIENRON o _ Wo � 12' ° IE= 415.00 12 OUTLET m EL. 415.00 SHEAR GATE WITH CONTROL ROD FOR CLEANOUT/ORA /N� 3� ho � 1' SECTION OF PIPE EL. 409.50 ATTACHED BY GASKETED -� 55r EL. 408.71 BAND TO ALLOW REMOVAL RESTR/CTOR PLATE W/ ORIFICE -..;, 0 = 0.87" O.C. (SHARP EDGED SHOP DRILLED) 4" ELBOW 8.5, 1E= 420.420• -550 DE7ENRON DEPTH ORIFICE 0 =1.60" 1 12" FROP DETAIL NIS 5x10' GRATE W/ LADDER & 24" SQUARE RIM EL= 42771 LOCKABLE HINGED ACCESS HATCh (NON - TRAFFIC BEARING) VAULT LID DESIGNED FOR HS -20 LOADING (TYP.) 423.50' TOP _ OF DETENTION _ VER77CAL DATUM: NA VD 88 PER KING COUNTY PUBLIC WORKS SURVEY BRANCH (KCPWSB) VERTICAL CONTROL HORIZONTAL DATUM. NAD 83191 PER KING COUNTY PUBLIC WORKS SURVEY BRANCH (KCPWSB) HORIZONTAL CONTROL VAULT NOTFS• 1. ACCESS OPENINGS SHALL BE POS177ONED A MAX. OF 50 FT FROM ANY LOCA71ON WITHIN THE VAULT, AND AT THE INLET AND OUTLET. 2. IBOV = INS /DE BOTTOM OF VAULT ELEVA RON. J. VAULT GRATE TO INCLUDE 2•x2' HATCH DESIGNED FOR EASY OPENING NO7F• FROP NOTES, 1. OUTLET CAPACITY 100 -YR PEAK FLOW 2. METAL PARTS CORROSION RESISTANT. NON - GALVANIZED PARTS PREFERRED. GALVANIZED PIPE PARTS TO HAVE ASPHALT TREATMENT 1. J. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE.. OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE LD. LESS 114" 4. PROVIDE AT LEAST ONE 3 X 090 GAUGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL. (MAXIMUM 3' WR77CAL SPACING) S. LOCATE ELBOW RESTR/CTOR(S) AS NECESSARY TO PROVIDE MINIMUM CLEARANCE AS SHOWN. FRAME AND 24" ROUND SOLID COVER MARKED "DRAIN" WITH LOCKING BOLTS (TYR) RIM 426.68 Od 0.5$ SEPARATE STRUCTURAL DESIGN PLANS AND CALCULATIONS FOR 774E TWO PROPOSED STORM VAULTS MUST BE SUBMITTED TO THE BUILDING DEPARTMENT. A SEPARATE BUILDING PERM /T APPLICA 77ON MLL BE REQUIRED FOR 774E CONSTRUCTION OF THE VAULTS. .AJ SJS �1: ` 1 /I CITY 0 F nP D3.08.14 A1A11 A NOIED XOXIZONLK: NID 1801/1091 �I DESIONEP� V�GV °"" 03.2,.14 MAJ .0 R E N T O N VIP 04.03.14 MAJ ON�rm: YLP I q1E IHCX I CHECKED Evil Planni ng/Building/Public Works Dept. MAJ IF NOT ONE IXL" BY DATE APPR �P^ sc.1E .CCOnp "cEr MAJ 12" INLET EL. 413.00 1.0• AVERAGE SEDIMENT STORAGE (T)P.) R- 311826 / COMMENDED tORAPPOVAL BY a Date: L/4 BY: Date: BY: Date: BY: Date: FIELDBROOK COMMONS EAST VAULT DETAILS 17040 108TH AVENUE SE RENTON, WA 04.03.14 PWE: La o O d�° 1 o w >x 0 ti � my mo Wmo z � u PLATE WELDED TO ELBOW -J WITH ORIFICE AS SPECIFIED ELBOW RES7RICTOR DETAIL NIS 1 COMMENTS COMM75 DRIED NOVEMBER N HOLDINGS LLC D.R. STRONG 2 RNAL REVISIONS CONSUL ANG ENGINEERS do 4 4 COMMENTS CITY dNAMEN75 DRS ENGINEERS PLANNERS SURVEYORS 6207TH AVENUE KIRKLAND, WA 98033 0425.827.3063 F425.827.2423 1) NO. REVISION - ..tlrsfmng.wm CONTROL ROD (ROD BENT AS REDO FOR VERTICAL ALIGNMENT WITH COVER) 5 x20' GRATE W/ LADDER & 24" SQUARE RIM EL= 427.21 LOCKABLE HINGED ACCESS HATCH SEE NOTE 3 - 12" RISER PIPE / PIPE ( 423.50' TOP _ (SEE NOTE 4) OF DEIENRON o _ Wo � 12' ° IE= 415.00 12 OUTLET m EL. 415.00 SHEAR GATE WITH CONTROL ROD FOR CLEANOUT/ORA /N� 3� ho � 1' SECTION OF PIPE EL. 409.50 ATTACHED BY GASKETED -� 55r EL. 408.71 BAND TO ALLOW REMOVAL RESTR/CTOR PLATE W/ ORIFICE -..;, 0 = 0.87" O.C. (SHARP EDGED SHOP DRILLED) 4" ELBOW 8.5, 1E= 420.420• -550 DE7ENRON DEPTH ORIFICE 0 =1.60" 1 12" FROP DETAIL NIS 5x10' GRATE W/ LADDER & 24" SQUARE RIM EL= 42771 LOCKABLE HINGED ACCESS HATCh (NON - TRAFFIC BEARING) VAULT LID DESIGNED FOR HS -20 LOADING (TYP.) 423.50' TOP _ OF DETENTION _ VER77CAL DATUM: NA VD 88 PER KING COUNTY PUBLIC WORKS SURVEY BRANCH (KCPWSB) VERTICAL CONTROL HORIZONTAL DATUM. NAD 83191 PER KING COUNTY PUBLIC WORKS SURVEY BRANCH (KCPWSB) HORIZONTAL CONTROL VAULT NOTFS• 1. ACCESS OPENINGS SHALL BE POS177ONED A MAX. OF 50 FT FROM ANY LOCA71ON WITHIN THE VAULT, AND AT THE INLET AND OUTLET. 2. IBOV = INS /DE BOTTOM OF VAULT ELEVA RON. J. VAULT GRATE TO INCLUDE 2•x2' HATCH DESIGNED FOR EASY OPENING NO7F• FROP NOTES, 1. OUTLET CAPACITY 100 -YR PEAK FLOW 2. METAL PARTS CORROSION RESISTANT. NON - GALVANIZED PARTS PREFERRED. GALVANIZED PIPE PARTS TO HAVE ASPHALT TREATMENT 1. J. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE.. OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE LD. LESS 114" 4. PROVIDE AT LEAST ONE 3 X 090 GAUGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL. (MAXIMUM 3' WR77CAL SPACING) S. LOCATE ELBOW RESTR/CTOR(S) AS NECESSARY TO PROVIDE MINIMUM CLEARANCE AS SHOWN. FRAME AND 24" ROUND SOLID COVER MARKED "DRAIN" WITH LOCKING BOLTS (TYR) RIM 426.68 Od 0.5$ SEPARATE STRUCTURAL DESIGN PLANS AND CALCULATIONS FOR 774E TWO PROPOSED STORM VAULTS MUST BE SUBMITTED TO THE BUILDING DEPARTMENT. A SEPARATE BUILDING PERM /T APPLICA 77ON MLL BE REQUIRED FOR 774E CONSTRUCTION OF THE VAULTS. .AJ SJS �1: ` 1 /I CITY 0 F nP D3.08.14 A1A11 A NOIED XOXIZONLK: NID 1801/1091 �I DESIONEP� V�GV °"" 03.2,.14 MAJ .0 R E N T O N VIP 04.03.14 MAJ ON�rm: YLP I q1E IHCX I CHECKED Evil Planni ng/Building/Public Works Dept. MAJ IF NOT ONE IXL" BY DATE APPR �P^ sc.1E .CCOnp "cEr MAJ 12" INLET EL. 413.00 1.0• AVERAGE SEDIMENT STORAGE (T)P.) R- 311826 / COMMENDED tORAPPOVAL BY a Date: L/4 BY: Date: BY: Date: BY: Date: FIELDBROOK COMMONS EAST VAULT DETAILS 17040 108TH AVENUE SE RENTON, WA 04.03.14 PWE: La o O d�° 1 o w >x 0 ti � my mo Wmo z � u