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HomeMy WebLinkAboutR-372108LOT 1 LOT 12 co ROAD CENTERLINE la LID C ` ONCRETE FLAT TOP ..... ......... ...... C) I _ C) ! _ co 6 I T C ... _iANCE Wl OF RENTON 40.00. 1. ........ � I ST __ _____ __ --OVERFLOW= 38.83 / ! -,y: bAIE`y`�' L. MIRA- FABRIC GRAIN ! STORM WATER VAULTS TO BE TYPICAL PEMETER OF ^(; m.. (n VAULT 18 24" ACCESS MANHOLE �'' . DATE: W 5 SOLID LOCKING LID BON DING CONSTRUCTED PERMITS SEPERATE Ipnre:; w REMOVABLE BAFFLE i ^- ACCESS MANHOLE LOCATION DETAIL DATE: W 30.00....:.......0 - - .WATER STQP-- (TYP.) W 4" VAULT DRAIN DETENTION: INSIDE =25.0' LINE, RIGID PERF. REQUIRED: 7,401 CU. FEET z PVC PIPE ....... ............................... .. .......... 0 CROSS SECTION @ STA. 20 +84.0 PROVIDED: 7,568 CU. FEET Z INSIDE - WEST WALL W /Q' R =372 10 2 PROVIDED: 3,440 CU. FEET EAST VAULT U) STEPS STEPS w \� \ \ �___ LOT 8 ACCESS MANHOLE pS F6.67% D.I. W Q �� 7 �\ `\` IIE =34.5 ACCESS MANHO STA. 23 +92.0 13 %LT. ' J .. - - -- - - - -- - -- ____ _ IE= 34.¢ - -- ACCESS MANHOLE =46.25 �_,�_ -T� -- , VAULT RAIN NE tI zI IE =34.0 _ 21 +0 z ` \ ��' - STA.2k +35.0 1 WI T. l cn f` d.1 20 +84. ~� ..^. - i It �\ CO ly i d, F t PL= 3 +91.82 � I C \ry 21+34.0 !.;�� GRAPHIC SCALE 23 +00 0 5 10 20 IE =35.00 d; www E =34.2 \ C1' 1 inch = 10 feet E -34.5 VAULT DRAIN LINE \ / - 6 RIGID PVC PERF. PIPE / ROAD RAVEL ACCESS CS =0.50% (MIN) I , r !/ E2 ACCESS MANHOLE _ --------------- --- - - - - -- RIM =42.45 �_ /~ LOT 7 \\t DO NOT LOCATE ACCESS MANHOLE L OPENING WITHIN SIDEWALK DETENTION: REQUIRED: 7,595 CU. FEET WEST VAULT PROVIDED: 7,750 CU. FEET /REQUIRED: 2,000 CU. FEET LOT 7 LOT 8 ANHOLE GATE DIRT GRADE AT 50,00 ..... . ..................... .............. ............................... W PROVIDED: 5;000 GU: FEET ROAD CENTERLINE: M ACCESS: MANHOLE : BACK OF VAULT ACCESS: ACCESS: MANHOLE: 50,00 6_ �v- - - -- 50.00,: :......... ...... SLOPE........ 50..00... C.S.T.C. _ z J, ACCESS MANHOLE - --- 12" COMP. RECYCLE.. .. LEILfNG 44:3. - w.. CONCRETE -- - - - - -- - - ---_ -- - -- ----- - - - - -- - -- - -- Io �- - TYPICAL -FABRIC OF z OVE OW =43 40.00. :.... - - 40.0.0... VAULT _ Ia 0 OVERFLOW 43.80 CEILING: 39 33 RFL 80 - O p - 4 ELBOW ELEV =40.50 - - -- - -- - - - -- - - - - -- - -- w ....W - 5 & 0 ORIFICE.... 4 40.00: . ! OVERFLOW =38.83 40 00 4 0 !_ 4' ELBOW ELEV =36.88 p i MIR - RIC DRAIN o FLOW CONTROL STRUCTURE W/ 7/8 "b ORIFICE N i TYPICAL OF. - PER CITY DETAIL 8029 \ Jz �` .......Q FROM C6 #3.. .� w - - VAULT /4 FLOW CONTROL STRUCTURE - -- - - - <Ei PER CITY DETAIL 8029 - - - - -- _ - -- - STEPS d '. T =.. 12 ":OUTLET BOTTOM RISER ELEV -30.63 REMOVABLE BAFFLE -`- - -T- T DRAIN 4" VAULT DRAIN 12, BOTTOM ROISERIFCE - 30.00 4.0 WO .:.. 3.O..OQ... WATER STOP 4" V UL LINE, RIGID PERF. - - W 3 8 ORIFICE LINE, RIGID PERF. 4.0' WQ STEPS STEPS BOTTOM 28.63 (TYP. PVC PIPE - _ - 30 O 30,00. 0.0 - .. 77, PVC PIPE 3 p BOTTOM..30 00 p:. STEPS. .. ,,. INSIDE -50.0' _ INSIDE =20.0' ,� INSIDE -43.0' J 20 +70 F 21 +00 21 +40 F ...................... ................... CROSS SECTION @ :ROAD CENTERLINE 23 +00 23 +50 ~ry L• �F CROSS :SECTION @ "STA. 23 +50.0: CROSS... SECTION: @ ROAD CENTERLINE OFFE ENGINEERS �`�w ��,e... sumErEO SCALE °�" ""'°�`�°°' c9 LAKE WASHINGTON VIEW ESTATES 12/1s/2o12 : CITY OF 13932 SOUTHEAST 159TH PLACE - D.L. OFFE, P.E. R E N TO N GREG FAWCETT RENTON, WASHINGTON 98058 q z �o p D.L. OFFE, P.E. STORIAWATER VAULTS PHONE: 425- 260 -3412 po :'*i DATUM ,r G�S:G\ `mm Planning /Building /Public Works Dept. CONTACT: DARRELL OFFE, P.E. 03/18/2014 NO. REVISION BY DATE APPR ' O"P°° 9F 8 '13 I iviAlu LTS , t a x m a s �C 1 � � 0oz m N m�