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HomeMy WebLinkAboutR-370306RIM=402.00 cy) 7D4 I DRAIN=387.73 I cr U) I n I 04 I 0I -- Ld I z 0 Lo 0 + co 2 t Ki CL I I C) c'4 I LLJ V, I 0 V) ui U) 6" LOT DRAIN I I w Z W a- I Z a- 20' INSIDE WIDTH L) I z > <mz cl� LL of c/) Lu U) 4- m 50 0: cn it I II 0 L6 04 z ir 0 z d- .0 [If 0 Ln 3: I it 0 0 L) LLI V) LLI ■'mom 1000 "mm 1682 1 All mm C' S[A. 32+41.34, 1 ELEV= 383.50 STA. 33+20. ELEV-383.50 I ... RIM - 404;10 uj 400.00 .......... STEPS x . z 0 A STEPS. i=77� 8" WM 1/7 fl l TYF .. ..... . ............. ........ Lj z: .......... VAL 0 X6 ILL; X M Z. - LLI: w Of LLI: INSIDE CORNER STA. 33+20. ELEV-383.50 I ... RIM - 404;10 380.00 ........... I ............. 1+1 .............. ...... .......... ........ I ...... �: ......... CROSS SECTION VIEWING WEST GRAPHIC SCALE 0 5 10 20 4- FABRIC DRAIN OVERFLOW- 398.00 O� 6": LOT DRAIN CAL PEMETER: OF E- -397.50 z : _ +\ LT (Typo) ....... w 4". ELBOW ELE+V=394.70 .... .... .......... ....... ....... .............................. ...... :W/ 3/4"i ORIFICE z 0 4 ELBOW ELEV=393.50 STEPS _ W/ 1-1/4`0 ORIFICE: LO 0 of ................ "CONTROL' STRUCTURE + 12" PIPE FROM a- 390.00 ....... ........ PER CITY DETAIL #13029 F CB#3, E 386.50 Ld ]E=:387.50 BOTTOM RISER 0 ........... ------ �ELEV=385.50 ... 4 . . -W/ 3/40.ORIFJCE .. ...... ...... BOTTOM=383.50 (TYP-) INSIDE=88.0' 380.00 .... ....... ­ ­ ...... ........... ........... ........................ ........ ­r�... l . .i CROSS SECTION VIEWING SOUTH 400.00 PPROVED ATE 14 1 - - - - __ _ .......... ...... ............... .............. ........... .......... .. .............................. < :400.00 .......... .......................... J2 F' GRAPHIC SCALE 0 m 6 lo 20 410 ............. ........... ....... op� I inch 20 feet � A,, h, lop 390.00 _X. 4- 390.00 R. V�384.2C 1. = 6 M (N E, N ) 58LF., 12" N-12 I 57LF., 12"N-120S=1-00% 7 2 (01C. : 10 E=379.46, 12" NEW �IE=387.*50 4 13%: @S=1.00% .............. ................ ............ .... l,4_.A20S= - e. I ..... I �. 1. 1 1.. 1 1-— ­ I � .... I I . .... .. .1 ........ .. .... .. . ......... ....................... A49LF-' :00 00 380.00 37LF., 12 :N C\I: (D z mo.00 ............. ....... .... .. .. IIJ 0. < .......... @S=2.00% CB#1 4., TYPE 1 Ld 0 Ki C5 ct�. 0- 0ri RIM=383.20 r'� ro IE=380.20, 12" 01,6 "q- cc) 00 _J: L/ �N 00 M < L_J STORM OUTFACE 'NUHLE R =370.306 .......... ............. ................ >: .... ............ C) E LJ 0±00 1+00 2+00 3+00 0 OFFE ENGINEERS SITE SURVEY&MAPPING SCALE NE 7TH SHORT PLATS 07/25/2013 13932 SOUTHEAST 159TH PLACE CITY OF D.L OFFE, P.E. DONOGH HOMES /ENDURE INVESTMENTS, LLC - RENTON, WASHINGTON 98m _V� RENTON PHONE: 4Z5-260-3412 W-P, 27W D.L. OFFE, P.E. ,'-j"- 1 VAULT AND DETAILS ZW,"�'Q/STE4* - Alt:. Plan ning/Building/Pu blic Works Dept. CONTACT.- DARRELL OFFE, P.E. . ...... F�ME" 3513 / 3517 & 3603 NE 7th STREET AL 10/4/2013 NO. REVISION BY DATE APPR y 6 1* uj 400.00 .......... . 0 STEPS. i=77� 8" WM w TYF .. ..... . ............. ........ Lj z: .......... VAL 0 X6 ILL; X M Z. - LLI: w Of LLI: ........... ...... ......... ...... ad+ 390.00 ............. _+... .......... ........ MIRA-FABRIC DRAIN :*z 0: TYPICAL PEMETER OF C-4 M VAULT (TYP.) 01+ VAULT DRAIN ....... - .... I .... .. INSIDE= 20.0'+:: .... . ..... ....... I ...... : ............ 380.00 ........... I ............. 1+1 .............. ...... .......... ........ I ...... �: ......... CROSS SECTION VIEWING WEST GRAPHIC SCALE 0 5 10 20 4- FABRIC DRAIN OVERFLOW- 398.00 O� 6": LOT DRAIN CAL PEMETER: OF E- -397.50 z : _ +\ LT (Typo) ....... w 4". ELBOW ELE+V=394.70 .... .... .......... ....... ....... .............................. ...... :W/ 3/4"i ORIFICE z 0 4 ELBOW ELEV=393.50 STEPS _ W/ 1-1/4`0 ORIFICE: LO 0 of ................ "CONTROL' STRUCTURE + 12" PIPE FROM a- 390.00 ....... ........ PER CITY DETAIL #13029 F CB#3, E 386.50 Ld ]E=:387.50 BOTTOM RISER 0 ........... ------ �ELEV=385.50 ... 4 . . -W/ 3/40.ORIFJCE .. ...... ...... BOTTOM=383.50 (TYP-) INSIDE=88.0' 380.00 .... ....... ­ ­ ...... ........... ........... ........................ ........ ­r�... l . .i CROSS SECTION VIEWING SOUTH 400.00 PPROVED ATE 14 1 - - - - __ _ .......... ...... ............... .............. ........... .......... .. .............................. < :400.00 .......... .......................... J2 F' GRAPHIC SCALE 0 m 6 lo 20 410 ............. ........... ....... op� I inch 20 feet � A,, h, lop 390.00 _X. 4- 390.00 R. V�384.2C 1. = 6 M (N E, N ) 58LF., 12" N-12 I 57LF., 12"N-120S=1-00% 7 2 (01C. : 10 E=379.46, 12" NEW �IE=387.*50 4 13%: @S=1.00% .............. ................ ............ .... l,4_.A20S= - e. I ..... I �. 1. 1 1.. 1 1-— ­ I � .... I I . .... .. .1 ........ .. .... .. . ......... ....................... A49LF-' :00 00 380.00 37LF., 12 :N C\I: (D z mo.00 ............. ....... .... .. .. IIJ 0. < .......... @S=2.00% CB#1 4., TYPE 1 Ld 0 Ki C5 ct�. 0- 0ri RIM=383.20 r'� ro IE=380.20, 12" 01,6 "q- cc) 00 _J: L/ �N 00 M < L_J STORM OUTFACE 'NUHLE R =370.306 .......... ............. ................ >: .... ............ C) E LJ 0±00 1+00 2+00 3+00 0 OFFE ENGINEERS SITE SURVEY&MAPPING SCALE NE 7TH SHORT PLATS 07/25/2013 13932 SOUTHEAST 159TH PLACE CITY OF D.L OFFE, P.E. DONOGH HOMES /ENDURE INVESTMENTS, LLC - RENTON, WASHINGTON 98m _V� RENTON PHONE: 4Z5-260-3412 W-P, 27W D.L. OFFE, P.E. ,'-j"- 1 VAULT AND DETAILS ZW,"�'Q/STE4* - Alt:. Plan ning/Building/Pu blic Works Dept. CONTACT.- DARRELL OFFE, P.E. . ...... F�ME" 3513 / 3517 & 3603 NE 7th STREET AL 10/4/2013 NO. REVISION BY DATE APPR y 6 1*