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HomeMy WebLinkAboutD-295934W z m f CID 0 a 0 O N O ) ^ ` V 1 CV CL 60" DIA. CONC. SD (72" DIA. O.D. PIPE) (79'0 DIA. KNOCKOUT) r ,.., : 4, - .. ,. • " . I.E. 13.47 C. r r .ti •r (FUTURE) wij .j FUTURE 72" DIA. CONC. SD N 2 01 i N 8._ 0" cv I n .1 i• L` .1. ,1 t� <1 EXIST. 54" DIA. CONC. SD (65" DIA. O.D. PIPE) (72" DIA. KNOCKOUT) 1. E. 13.47± 60" DIA. ONC. SD (72" DIA. O.D. PIPE) (79" DIA. KNOCKOUT) I.E. 13.47 �-- STANDARD SOLID LOCKING RING AND COVER (86" DIA. O.D. PIPE) " 0. • " <• . (93" DIA. KNOCKOUT) 1. E. 12.47 -12" DIA. CPEP SD PROVIDE KNOCKOUT ONLY (14.45" DIA. O.D. PIPE) (20" DIA. KNOCKOUT) I.E. 17.00 PLAN 60" DIA. CONC. SD - (72" DIA. O.D. PIPE) (79" DIA. KNOCKOUT) I.E. 13.47 12" DIA. CPEP SD ---- -- (14.45" DIA. O.D. PIPE) (2O" DIA. KNOCKOUTS I.E. 17.00 it FUTURE 72" DIA. CONC. SD (86" DIA. O.D. PIPE) (93" DIA, KNOCKOUT) I.E. 12.47 PROVInF KNOCKOUT ONLY lo-7w441- rt !, .a a 2100 d►s, Qjst%$ �. `Q "ORAL�1 EXPIRES: 7 -12 -M CONSULTING ENGINEERS 70 DEXTER AVMC MCWTH SWE M SEATTLE. VASH3MTM "M Uft) M-09W 4 INSTALL ADJUSTMENT RINGS AS NECESSARY, 4" MIN., 16" MAX. HEIGHT RIM EL. 23.40 60" DIA. CONC. SD T.O.S. (72" DIA. O.D. PIPE) * " • 21.93 (79" DIA. KNOCKOUT) SEE I.E. 13.47 NOTE 2 ,w cD .Ir c + . 1 T A 11.60 • <L PROFILE STORM DRAINAGE VAULT NO.1 1 NOORTH /SOUTH Q STA. 1 +50 8'W x 24'L x W -6" H PANEL VAULT (INSIDE DIMENSIONS) ti SCALE: 1/4"= l' - O" EXIST. 54" DIA. CONC. SD (65" DIA. O.D. PIPE) (72" DIA. KNOCKOUT) I.E. 13.47± NO. 36" DIA. CPEP SD (41.7" DIA. O.D. PIPE) (50" DIA. KNOCKOUT) I.E. 13.96 60" DIA. CONC. SD - (72" DIA. O.D. PIPE) (79" DIA. KNOCKOUT) I.E. 13.67 12" DIA. CPEP SD - (14.45" DIA. O.D. PIPE) (20" DIA. KNOCKOUT) I.E. 14.80 12" DIA. CPEP SD ---- (14.45" DIA. O.D. PIPE) (20" DIA. KNOCKOUT) I.E. 14.80 36" DIA. C PEP SD (41.7" DIA. O.D. PIPE) (50" DIA. KNOCKOUT) I.E. 13.96 60" DIA. CONC. SD (72" DIA. O.D. PIPE) (79" DIA. KNOCKOUT) I.E. 13.67 IS It ,1 s 1 1 .t• 0 I 0 �, -o» TIED I ao �o r �I �I PLAN EXIST. 21" DIA. CONC. SD (27" DIA. O.D. PIPE) (34" DIA. KNOCKOUT) 1. E. 18.3E RIM EL. 24.65 T.O.S. '•• .'`' r 23.0 k� ' SEE NOTE . I r yJ •i Ai T.O.S. - 12.14- PROFILE so" DIA. CONC. SD (72" OW. O.D. PIPE) (79" DIA. KNOCKOUT) I.E. 13.67 STANDARD SOLID LOCKING RING AND COVER EXIST. 24" DIA. CONC. SD (30" DIA. O.D. PIPE) (36" DIA. KNOCKOUT) I.E. 15.86 STANDARD SOLID LOCKING RING AND COVER EXIST 21" DIA. CONC. SD (27" DIA. O.D. PIPE) (74" DIA. KNOCKOUT) I.E. 18.3E INSTALL ADJUSTMENT RINGS AS NECESSARY, 4" MIN., 16" MAX. HEIGHT 60" DIA. CONC. SD (72" DIA. O.D. PIPE) (79" DIA. KNOCKOUT) I.E. 13.67 STORM DRAINAGE VAULT NO.2 2 NORTH /SOUTH Q STA.6 +64 5 8'W x 20'L x 9' -6" H PANEL VAULT INSIDE DIMENSIONS SCALE: 1/4"= l'-0" EXIST. 24" DIA. CONC. SD (30" DIA. O.D. PIPE) (36" DIA. KNOCKOUT) I.E. 15.86 12" DIA. CPEP SD -- (14.45" DIA. O.D. PIPE) (20" DIA. KNOCKOUT) I.E. 19.87 EXIST. 24" DIA. CONC. SD (30" DIA. O.D. PIPE) (36" DIA. KNOCKOUT) I.E. 18.82± 60" DIA. CONC. SD -- (72" DIA. O.D. PIPE) (79'0 DIA. KNOCKOUT) I. E. 14.45 12" DIA. CPEP SD ---- (14.45" DIA. O.D. PIPE) (20" DIA. KNOCKOUT) I.E. 19.87 EXIST. 24" DIA. C ONC. SD (30t' DIA. Q.D. PIPE) (36" DIA. KNOCKOUT) I.E. 18.82± _ (FUTURE) FUTURE 48" DIA. CONC. SD (58" DIA. O.D. PIPE) IA. KNOCKOUT) (66 D j ! I.E. 14.45 (EST.) PROVIDE KNOCKOUT ONLY . 7 • s • s r' •s. , 7:::3 s, �s r' . 60" DIA. CONC. SD (72" DIA. O.D. PIPE) (79" DIA. KNOCKOUT) I.E. 14.45 0 I wM W ,8._0» 0 I Cb 1: 1' r l,,. . PLAN DIA. CPEP SD (21.2" DIA. O.D. PIPE) (27' DIA. KNOCKOUT) I.E. 17.70 `-- STANDARD SOLID LOCKING RING AND COVER FUTURE: 48" DIA. CONC. SD (58" DIA. O.D. PIPE) (66" DIA. KNOCKOUT) I.E. 14.45 (EST.) PROVIDE KNOCKOUT ONLY RIM EL. / PROFILE STORM DRAINAGE VAULT NO.3 3 NORTH /SOUTH Q STA. 25+57 1 8'W x 18'L x 8' -8" H VAULT (INSIDE DIMENSIONS) UTILITY VAULT COMPANY N0.81 8-8LA OR EQUAL GENERAL VAULT CONS T1ON- NOTES: 1. 1 MIN. SPACING REQUIRED BETWEEN KNOCKOUTS. 3 # 2. ALL VAULT ACCESS RISERS TO BE EQUIPPED WITH STEPS AND LADDER PER CITY STANDARD DETAIL 13035. 3. SEE SPECIFICATIONS FOR DESIGN AND CONSTRUCTION REQUIREMENTS ou� we sulMtrrn oKt .w. CITY OF �. RENTON J.N. oft .1a, w DATUM M.W. ' "'a, Planning /Building /Public Works Dept REVISION BY DATE APPR - a" s . E" ROLL 202 lF Ft SCALE: 1 /4 " =1' -0" 36" DIA. CPEP SD (41.710 DIA. O.D. PIPE) (50" DIA. KNOCKOUT) I.E. 14.45 INSTALL ADJUSTMENT RINGS AS NECESSARY, 4" MIN., 16" MAX. HEIGHT 1 �" DIA, CPEP SD (21Y DIA. O.D. PIPE) (27" DIA. KNOCKOUT) I.E. 17.70 36" DIA. CPEP SD (41.7'9 DIA. O.D. PIPE) (50" DIA. KNOCKOUT) I.E. 14.45 45 13 uI LT P E-k /A&- � r / AM, 1. • 1• J D- 29525 am S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT 220/04 PHASE 2 - LIND AVE. SW. TO MORRIS AVE. S. ^� STORM DRAINAGE VAULT DETAILS 25 27 .�.�'8 �a • 2 95 93y . D MAY 0 12006 C fn 0 a b � 1 Q to l `� -v 0 n �,p KAI .1 i• L` .1. ,1 t� <1 EXIST. 54" DIA. CONC. SD (65" DIA. O.D. PIPE) (72" DIA. KNOCKOUT) 1. E. 13.47± 60" DIA. ONC. SD (72" DIA. O.D. PIPE) (79" DIA. KNOCKOUT) I.E. 13.47 �-- STANDARD SOLID LOCKING RING AND COVER (86" DIA. O.D. PIPE) " 0. • " <• . (93" DIA. KNOCKOUT) 1. E. 12.47 -12" DIA. CPEP SD PROVIDE KNOCKOUT ONLY (14.45" DIA. O.D. PIPE) (20" DIA. KNOCKOUT) I.E. 17.00 PLAN 60" DIA. CONC. SD - (72" DIA. O.D. PIPE) (79" DIA. KNOCKOUT) I.E. 13.47 12" DIA. CPEP SD ---- -- (14.45" DIA. O.D. PIPE) (2O" DIA. KNOCKOUTS I.E. 17.00 it FUTURE 72" DIA. CONC. SD (86" DIA. O.D. PIPE) (93" DIA, KNOCKOUT) I.E. 12.47 PROVInF KNOCKOUT ONLY lo-7w441- rt !, .a a 2100 d►s, Qjst%$ �. `Q "ORAL�1 EXPIRES: 7 -12 -M CONSULTING ENGINEERS 70 DEXTER AVMC MCWTH SWE M SEATTLE. VASH3MTM "M Uft) M-09W 4 INSTALL ADJUSTMENT RINGS AS NECESSARY, 4" MIN., 16" MAX. HEIGHT RIM EL. 23.40 60" DIA. CONC. SD T.O.S. (72" DIA. O.D. PIPE) * " • 21.93 (79" DIA. KNOCKOUT) SEE I.E. 13.47 NOTE 2 ,w cD .Ir c + . 1 T A 11.60 • <L PROFILE STORM DRAINAGE VAULT NO.1 1 NOORTH /SOUTH Q STA. 1 +50 8'W x 24'L x W -6" H PANEL VAULT (INSIDE DIMENSIONS) ti SCALE: 1/4"= l' - O" EXIST. 54" DIA. CONC. SD (65" DIA. O.D. PIPE) (72" DIA. KNOCKOUT) I.E. 13.47± NO. 36" DIA. CPEP SD (41.7" DIA. O.D. PIPE) (50" DIA. KNOCKOUT) I.E. 13.96 60" DIA. CONC. SD - (72" DIA. O.D. PIPE) (79" DIA. KNOCKOUT) I.E. 13.67 12" DIA. CPEP SD - (14.45" DIA. O.D. PIPE) (20" DIA. KNOCKOUT) I.E. 14.80 12" DIA. CPEP SD ---- (14.45" DIA. O.D. PIPE) (20" DIA. KNOCKOUT) I.E. 14.80 36" DIA. C PEP SD (41.7" DIA. O.D. PIPE) (50" DIA. KNOCKOUT) I.E. 13.96 60" DIA. CONC. SD (72" DIA. O.D. PIPE) (79" DIA. KNOCKOUT) I.E. 13.67 IS It ,1 s 1 1 .t• 0 I 0 �, -o» TIED I ao �o r �I �I PLAN EXIST. 21" DIA. CONC. SD (27" DIA. O.D. PIPE) (34" DIA. KNOCKOUT) 1. E. 18.3E RIM EL. 24.65 T.O.S. '•• .'`' r 23.0 k� ' SEE NOTE . I r yJ •i Ai T.O.S. - 12.14- PROFILE so" DIA. CONC. SD (72" OW. O.D. PIPE) (79" DIA. KNOCKOUT) I.E. 13.67 STANDARD SOLID LOCKING RING AND COVER EXIST. 24" DIA. CONC. SD (30" DIA. O.D. PIPE) (36" DIA. KNOCKOUT) I.E. 15.86 STANDARD SOLID LOCKING RING AND COVER EXIST 21" DIA. CONC. SD (27" DIA. O.D. PIPE) (74" DIA. KNOCKOUT) I.E. 18.3E INSTALL ADJUSTMENT RINGS AS NECESSARY, 4" MIN., 16" MAX. HEIGHT 60" DIA. CONC. SD (72" DIA. O.D. PIPE) (79" DIA. KNOCKOUT) I.E. 13.67 STORM DRAINAGE VAULT NO.2 2 NORTH /SOUTH Q STA.6 +64 5 8'W x 20'L x 9' -6" H PANEL VAULT INSIDE DIMENSIONS SCALE: 1/4"= l'-0" EXIST. 24" DIA. CONC. SD (30" DIA. O.D. PIPE) (36" DIA. KNOCKOUT) I.E. 15.86 12" DIA. CPEP SD -- (14.45" DIA. O.D. PIPE) (20" DIA. KNOCKOUT) I.E. 19.87 EXIST. 24" DIA. CONC. SD (30" DIA. O.D. PIPE) (36" DIA. KNOCKOUT) I.E. 18.82± 60" DIA. CONC. SD -- (72" DIA. O.D. PIPE) (79'0 DIA. KNOCKOUT) I. E. 14.45 12" DIA. CPEP SD ---- (14.45" DIA. O.D. PIPE) (20" DIA. KNOCKOUT) I.E. 19.87 EXIST. 24" DIA. C ONC. SD (30t' DIA. Q.D. PIPE) (36" DIA. KNOCKOUT) I.E. 18.82± _ (FUTURE) FUTURE 48" DIA. CONC. SD (58" DIA. O.D. PIPE) IA. KNOCKOUT) (66 D j ! I.E. 14.45 (EST.) PROVIDE KNOCKOUT ONLY . 7 • s • s r' •s. , 7:::3 s, �s r' . 60" DIA. CONC. SD (72" DIA. O.D. PIPE) (79" DIA. KNOCKOUT) I.E. 14.45 0 I wM W ,8._0» 0 I Cb 1: 1' r l,,. . PLAN DIA. CPEP SD (21.2" DIA. O.D. PIPE) (27' DIA. KNOCKOUT) I.E. 17.70 `-- STANDARD SOLID LOCKING RING AND COVER FUTURE: 48" DIA. CONC. SD (58" DIA. O.D. PIPE) (66" DIA. KNOCKOUT) I.E. 14.45 (EST.) PROVIDE KNOCKOUT ONLY RIM EL. / PROFILE STORM DRAINAGE VAULT NO.3 3 NORTH /SOUTH Q STA. 25+57 1 8'W x 18'L x 8' -8" H VAULT (INSIDE DIMENSIONS) UTILITY VAULT COMPANY N0.81 8-8LA OR EQUAL GENERAL VAULT CONS T1ON- NOTES: 1. 1 MIN. SPACING REQUIRED BETWEEN KNOCKOUTS. 3 # 2. ALL VAULT ACCESS RISERS TO BE EQUIPPED WITH STEPS AND LADDER PER CITY STANDARD DETAIL 13035. 3. SEE SPECIFICATIONS FOR DESIGN AND CONSTRUCTION REQUIREMENTS ou� we sulMtrrn oKt .w. CITY OF �. RENTON J.N. oft .1a, w DATUM M.W. ' "'a, Planning /Building /Public Works Dept REVISION BY DATE APPR - a" s . E" ROLL 202 lF Ft SCALE: 1 /4 " =1' -0" 36" DIA. CPEP SD (41.710 DIA. O.D. PIPE) (50" DIA. KNOCKOUT) I.E. 14.45 INSTALL ADJUSTMENT RINGS AS NECESSARY, 4" MIN., 16" MAX. HEIGHT 1 �" DIA, CPEP SD (21Y DIA. O.D. PIPE) (27" DIA. KNOCKOUT) I.E. 17.70 36" DIA. CPEP SD (41.7'9 DIA. O.D. PIPE) (50" DIA. KNOCKOUT) I.E. 14.45 45 13 uI LT P E-k /A&- � r / AM, 1. • 1• J D- 29525 am S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT 220/04 PHASE 2 - LIND AVE. SW. TO MORRIS AVE. S. ^� STORM DRAINAGE VAULT DETAILS 25 27 .�.�'8 �a • 2 95 93y . D MAY 0 12006 C fn 0 a b � 1 Q to l `� -v 0 n �,p KAI �o r �I �I PLAN EXIST. 21" DIA. CONC. SD (27" DIA. O.D. PIPE) (34" DIA. KNOCKOUT) 1. E. 18.3E RIM EL. 24.65 T.O.S. '•• .'`' r 23.0 k� ' SEE NOTE . I r yJ •i Ai T.O.S. - 12.14- PROFILE so" DIA. CONC. SD (72" OW. O.D. PIPE) (79" DIA. KNOCKOUT) I.E. 13.67 STANDARD SOLID LOCKING RING AND COVER EXIST. 24" DIA. CONC. SD (30" DIA. O.D. PIPE) (36" DIA. KNOCKOUT) I.E. 15.86 STANDARD SOLID LOCKING RING AND COVER EXIST 21" DIA. CONC. SD (27" DIA. O.D. PIPE) (74" DIA. KNOCKOUT) I.E. 18.3E INSTALL ADJUSTMENT RINGS AS NECESSARY, 4" MIN., 16" MAX. HEIGHT 60" DIA. CONC. SD (72" DIA. O.D. PIPE) (79" DIA. KNOCKOUT) I.E. 13.67 STORM DRAINAGE VAULT NO.2 2 NORTH /SOUTH Q STA.6 +64 5 8'W x 20'L x 9' -6" H PANEL VAULT INSIDE DIMENSIONS SCALE: 1/4"= l'-0" EXIST. 24" DIA. CONC. SD (30" DIA. O.D. PIPE) (36" DIA. KNOCKOUT) I.E. 15.86 12" DIA. CPEP SD -- (14.45" DIA. O.D. PIPE) (20" DIA. KNOCKOUT) I.E. 19.87 EXIST. 24" DIA. CONC. SD (30" DIA. O.D. PIPE) (36" DIA. KNOCKOUT) I.E. 18.82± 60" DIA. CONC. SD -- (72" DIA. O.D. PIPE) (79'0 DIA. KNOCKOUT) I. E. 14.45 12" DIA. CPEP SD ---- (14.45" DIA. O.D. PIPE) (20" DIA. KNOCKOUT) I.E. 19.87 EXIST. 24" DIA. C ONC. SD (30t' DIA. Q.D. PIPE) (36" DIA. KNOCKOUT) I.E. 18.82± _ (FUTURE) FUTURE 48" DIA. CONC. SD (58" DIA. O.D. PIPE) IA. KNOCKOUT) (66 D j ! I.E. 14.45 (EST.) PROVIDE KNOCKOUT ONLY . 7 • s • s r' •s. , 7:::3 s, �s r' . 60" DIA. CONC. SD (72" DIA. O.D. PIPE) (79" DIA. KNOCKOUT) I.E. 14.45 0 I wM W ,8._0» 0 I Cb 1: 1' r l,,. . PLAN DIA. CPEP SD (21.2" DIA. O.D. PIPE) (27' DIA. KNOCKOUT) I.E. 17.70 `-- STANDARD SOLID LOCKING RING AND COVER FUTURE: 48" DIA. CONC. SD (58" DIA. O.D. PIPE) (66" DIA. KNOCKOUT) I.E. 14.45 (EST.) PROVIDE KNOCKOUT ONLY RIM EL. / PROFILE STORM DRAINAGE VAULT NO.3 3 NORTH /SOUTH Q STA. 25+57 1 8'W x 18'L x 8' -8" H VAULT (INSIDE DIMENSIONS) UTILITY VAULT COMPANY N0.81 8-8LA OR EQUAL GENERAL VAULT CONS T1ON- NOTES: 1. 1 MIN. SPACING REQUIRED BETWEEN KNOCKOUTS. 3 # 2. ALL VAULT ACCESS RISERS TO BE EQUIPPED WITH STEPS AND LADDER PER CITY STANDARD DETAIL 13035. 3. SEE SPECIFICATIONS FOR DESIGN AND CONSTRUCTION REQUIREMENTS ou� we sulMtrrn oKt .w. CITY OF �. RENTON J.N. oft .1a, w DATUM M.W. ' "'a, Planning /Building /Public Works Dept REVISION BY DATE APPR - a" s . E" ROLL 202 lF Ft SCALE: 1 /4 " =1' -0" 36" DIA. CPEP SD (41.710 DIA. O.D. PIPE) (50" DIA. KNOCKOUT) I.E. 14.45 INSTALL ADJUSTMENT RINGS AS NECESSARY, 4" MIN., 16" MAX. HEIGHT 1 �" DIA, CPEP SD (21Y DIA. O.D. PIPE) (27" DIA. KNOCKOUT) I.E. 17.70 36" DIA. CPEP SD (41.7'9 DIA. O.D. PIPE) (50" DIA. KNOCKOUT) I.E. 14.45 45 13 uI LT P E-k /A&- � r / AM, 1. • 1• J D- 29525 am S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT 220/04 PHASE 2 - LIND AVE. SW. TO MORRIS AVE. S. ^� STORM DRAINAGE VAULT DETAILS 25 27 .�.�'8 �a • 2 95 93y . D MAY 0 12006 C fn 0 a b � 1 Q to l `� -v 0 n �,p KAI PROFILE so" DIA. CONC. SD (72" OW. O.D. PIPE) (79" DIA. KNOCKOUT) I.E. 13.67 STANDARD SOLID LOCKING RING AND COVER EXIST. 24" DIA. CONC. SD (30" DIA. O.D. PIPE) (36" DIA. KNOCKOUT) I.E. 15.86 STANDARD SOLID LOCKING RING AND COVER EXIST 21" DIA. CONC. SD (27" DIA. O.D. PIPE) (74" DIA. KNOCKOUT) I.E. 18.3E INSTALL ADJUSTMENT RINGS AS NECESSARY, 4" MIN., 16" MAX. HEIGHT 60" DIA. CONC. SD (72" DIA. O.D. PIPE) (79" DIA. KNOCKOUT) I.E. 13.67 STORM DRAINAGE VAULT NO.2 2 NORTH /SOUTH Q STA.6 +64 5 8'W x 20'L x 9' -6" H PANEL VAULT INSIDE DIMENSIONS SCALE: 1/4"= l'-0" EXIST. 24" DIA. CONC. SD (30" DIA. O.D. PIPE) (36" DIA. KNOCKOUT) I.E. 15.86 12" DIA. CPEP SD -- (14.45" DIA. O.D. PIPE) (20" DIA. KNOCKOUT) I.E. 19.87 EXIST. 24" DIA. CONC. SD (30" DIA. O.D. PIPE) (36" DIA. KNOCKOUT) I.E. 18.82± 60" DIA. CONC. SD -- (72" DIA. O.D. PIPE) (79'0 DIA. KNOCKOUT) I. E. 14.45 12" DIA. CPEP SD ---- (14.45" DIA. O.D. PIPE) (20" DIA. KNOCKOUT) I.E. 19.87 EXIST. 24" DIA. C ONC. SD (30t' DIA. Q.D. PIPE) (36" DIA. KNOCKOUT) I.E. 18.82± _ (FUTURE) FUTURE 48" DIA. CONC. SD (58" DIA. O.D. PIPE) IA. KNOCKOUT) (66 D j ! I.E. 14.45 (EST.) PROVIDE KNOCKOUT ONLY . 7 • s • s r' •s. , 7:::3 s, �s r' . 60" DIA. CONC. SD (72" DIA. O.D. PIPE) (79" DIA. KNOCKOUT) I.E. 14.45 0 I wM W ,8._0» 0 I Cb 1: 1' r l,,. . PLAN DIA. CPEP SD (21.2" DIA. O.D. PIPE) (27' DIA. KNOCKOUT) I.E. 17.70 `-- STANDARD SOLID LOCKING RING AND COVER FUTURE: 48" DIA. CONC. SD (58" DIA. O.D. PIPE) (66" DIA. KNOCKOUT) I.E. 14.45 (EST.) PROVIDE KNOCKOUT ONLY RIM EL. / PROFILE STORM DRAINAGE VAULT NO.3 3 NORTH /SOUTH Q STA. 25+57 1 8'W x 18'L x 8' -8" H VAULT (INSIDE DIMENSIONS) UTILITY VAULT COMPANY N0.81 8-8LA OR EQUAL GENERAL VAULT CONS T1ON- NOTES: 1. 1 MIN. SPACING REQUIRED BETWEEN KNOCKOUTS. 3 # 2. ALL VAULT ACCESS RISERS TO BE EQUIPPED WITH STEPS AND LADDER PER CITY STANDARD DETAIL 13035. 3. SEE SPECIFICATIONS FOR DESIGN AND CONSTRUCTION REQUIREMENTS ou� we sulMtrrn oKt .w. CITY OF �. RENTON J.N. oft .1a, w DATUM M.W. ' "'a, Planning /Building /Public Works Dept REVISION BY DATE APPR - a" s . E" ROLL 202 lF Ft SCALE: 1 /4 " =1' -0" 36" DIA. CPEP SD (41.710 DIA. O.D. PIPE) (50" DIA. KNOCKOUT) I.E. 14.45 INSTALL ADJUSTMENT RINGS AS NECESSARY, 4" MIN., 16" MAX. HEIGHT 1 �" DIA, CPEP SD (21Y DIA. O.D. PIPE) (27" DIA. KNOCKOUT) I.E. 17.70 36" DIA. CPEP SD (41.7'9 DIA. O.D. PIPE) (50" DIA. KNOCKOUT) I.E. 14.45 45 13 uI LT P E-k /A&- � r / AM, 1. • 1• J D- 29525 am S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT 220/04 PHASE 2 - LIND AVE. SW. TO MORRIS AVE. S. ^� STORM DRAINAGE VAULT DETAILS 25 27 .�.�'8 �a • 2 95 93y . D MAY 0 12006 C fn 0 a b � 1 Q to l `� -v 0 n �,p KAI 1: 1' r l,,. . PLAN DIA. CPEP SD (21.2" DIA. O.D. PIPE) (27' DIA. KNOCKOUT) I.E. 17.70 `-- STANDARD SOLID LOCKING RING AND COVER FUTURE: 48" DIA. CONC. SD (58" DIA. O.D. PIPE) (66" DIA. KNOCKOUT) I.E. 14.45 (EST.) PROVIDE KNOCKOUT ONLY RIM EL. / PROFILE STORM DRAINAGE VAULT NO.3 3 NORTH /SOUTH Q STA. 25+57 1 8'W x 18'L x 8' -8" H VAULT (INSIDE DIMENSIONS) UTILITY VAULT COMPANY N0.81 8-8LA OR EQUAL GENERAL VAULT CONS T1ON- NOTES: 1. 1 MIN. SPACING REQUIRED BETWEEN KNOCKOUTS. 3 # 2. ALL VAULT ACCESS RISERS TO BE EQUIPPED WITH STEPS AND LADDER PER CITY STANDARD DETAIL 13035. 3. SEE SPECIFICATIONS FOR DESIGN AND CONSTRUCTION REQUIREMENTS ou� we sulMtrrn oKt .w. CITY OF �. RENTON J.N. oft .1a, w DATUM M.W. ' "'a, Planning /Building /Public Works Dept REVISION BY DATE APPR - a" s . E" ROLL 202 lF Ft SCALE: 1 /4 " =1' -0" 36" DIA. CPEP SD (41.710 DIA. O.D. PIPE) (50" DIA. KNOCKOUT) I.E. 14.45 INSTALL ADJUSTMENT RINGS AS NECESSARY, 4" MIN., 16" MAX. HEIGHT 1 �" DIA, CPEP SD (21Y DIA. O.D. PIPE) (27" DIA. KNOCKOUT) I.E. 17.70 36" DIA. CPEP SD (41.7'9 DIA. O.D. PIPE) (50" DIA. KNOCKOUT) I.E. 14.45 45 13 uI LT P E-k /A&- � r / AM, 1. • 1• J D- 29525 am S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT 220/04 PHASE 2 - LIND AVE. SW. TO MORRIS AVE. S. ^� STORM DRAINAGE VAULT DETAILS 25 27 .�.�'8 �a • 2 95 93y . D MAY 0 12006 C fn 0 a b � 1 Q to l `� -v 0 n �,p KAI