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Home My WebLink AboutR-3847114IS a 6 w D to 0 2( POND OUTLET PIPE PROFILE EY IDIN B TYPF 7. W /CID GRATF WET POND OUTLET B, TYPE 2 7 " WITH BIRDCAGE TRASH RACK IT IV MAILH 41SH GRADE CORE AND CONNECT N W 36" SETBACK OVERFLOW TOP - 48:6-18.68 LD = 11.83 +/- MATCH EX 36". AVE - IE T4.00 '(36" E) RIM 21.59 cV '.. - - Y 11.83 36" S LI TOP OF.. iNISM GRACE AT -� TOP OF WATER OUALTY 19 LF 36' SD O 8187 CELL N0. 1 BOTTOM OF '.. POND/SEDIMENT STORAGtl 11 I' 0 INISn GRADE AT N0.,, 2 COMPENSATORY STORAGE 0 SECTION EXISTING I 21'54 Lo ELEVATION AT OTTOM OF WATER Q S) 1.0i 3 �w n� II - w H SEDIMENT STORAGE = 12 O OO OO N II of N POND/SEDIMENT STORAGE 71 oa W II _ o _. _ 00 ,n0 Q _ oda,'' nrn Z M 0 00 M O WETMD B, TYPF 2 72"_WITH BIRDCAGE 60 o,R UJ oe8 om W o� oq = 16.0 OVERFLOW TOP oa oa J_ W 3:1 i cc -- 3:1 U w IE _ .14.00 36" E) Y IS a 6 w D to 0 2( POND OUTLET PIPE PROFILE EY IDIN B TYPF 7. W /CID GRATF 20 25 15 20 ID 15 -0425 0+00 CB 24, TYPE 2 72° 1+00 2+00 3+00 3+50 W/STD SOLID COVER SCALE i° =40 FT HORZ. 1°= 5 FT VERT. W/ GATED 1Y MAINTENCE DRAIN I = 18.64 IE = 12.46 (36- W) IE = 12.46 (12" S) IE = 12.46 (36" E) IE = 12.46 (36" N) L FINISH GRADE AT POND SECTION X PROFILE /- SECTION SITE SECTION D PROFILE 3:1 LANDSCAPE BERM 30 FT LANDSCAPE- - -----,---- WET POND OUTLET B, TYPE 2 7 " WITH BIRDCAGE TRASH RACK IT IV MAILH 41SH GRADE CORE AND CONNECT N W 36" SETBACK OVERFLOW TOP - 48:6-18.68 IE = 11.83 +/- MATCH EX 36". AVE IE T4.00 '(36" E) RIM 21.59 f '.. - - IE 11.83 36" S LI TOP OF.. iNISM GRACE AT -� TOP OF WATER OUALTY 19 LF 36' SD O 8187 CELL N0. 1 BOTTOM OF '.. POND/SEDIMENT STORAGtl 11 I' /TOP INISn GRADE AT N0.,, 2 COMPENSATORY STORAGE FINISH GRADE AT SECTION EXISTING I 21'54 TOP OF WATER DUALITY ELEVATION AT OTTOM OF WATER SECTION = 12 -. o 284 LF 36 SO O 0.20% �w n� II - w SEDIMENT STORAGE = 12 O OO OO N II of N POND/SEDIMENT STORAGE 71 oa II _ o _. _ 00 ,n0 a0 _ oda,'' nrn 0 00 WETMD B, TYPF 2 72"_WITH BIRDCAGE 60 o,R oe8 om om o� oq = 16.0 OVERFLOW TOP oa oa 3:1 -- 3:1 MAX SIDESLOPE IE _ .14.00 36" E) 20 25 15 20 ID 15 -0425 0+00 CB 24, TYPE 2 72° 1+00 2+00 3+00 3+50 W/STD SOLID COVER SCALE i° =40 FT HORZ. 1°= 5 FT VERT. W/ GATED 1Y MAINTENCE DRAIN I = 18.64 IE = 12.46 (36- W) IE = 12.46 (12" S) IE = 12.46 (36" E) IE = 12.46 (36" N) L FINISH GRADE AT POND SECTION X PROFILE /- SECTION SITE SECTION D PROFILE 3:1 LANDSCAPE BERM 30 FT LANDSCAPE- - -----,---- 45 5' STA 45.5' ROW AVE STA SETBACK I"= 5 FT VERT. ROW TOP COMPENSATORY STORAGE = 2 AVE COMPENSATORY STORAGE i = 21.54 SIDESLOPE '.. - - - ELEV = 48:60--18.68 EXISTINGGRADE LI TOP OF.. iNISM GRACE AT -� TOP OF WATER OUALTY ELEV = 18.60-18.68 CELL N0. 1 BOTTOM OF '.. POND/SEDIMENT STORAGtl FEMA FLOOD ELEV. /TOP INISn GRADE AT N0.,, 2 COMPENSATORY STORAGE o�T SECTION EXISTING SECTION 21'54 TOP OF WATER DUALITY ELEVATION AT OTTOM OF WATER RAIN''.. GARDEN = 12 -. o aw �w n� w SEDIMENT STORAGE = 12 O OO OO N 0' N of N POND/SEDIMENT STORAGE 71 25 +72 LIND SECTION •20 0+00 4F00 L SECTION •_� 2100 SCALE 1" =40 FT HORZ. 1"= 5 FT VERT. 0+00 1100 2+00 3+00 4+00 SCALE i" =40 FT HORZ. 1"= 5 FT VERT. 25 20 1( INSTPLL i' THICK QUARRY SPALL LINER ON BOTTOM AND SIDES OF POND UP TO EL= 16.0 x POND SECTION Y PROFILE 3:1 LANDSCAPE BERM 45 5' STA 30 FT LANOSCPPE� ROW AVE SETBACK AND FENCE - SCALE 11 =40 FT HORZ. I"= 5 FT VERT. FEMA FLOOD ELEV TOP COMPENSATORY STORAGE = 2 1.54 COMPENSATORY STORAGE 3:1MAX CELL N0. 1 = 21.54 SIDESLOPE '.. - - - ELEV = 48:60--18.68 EXISTINGGRADE LI TOP OF.. iNISM GRACE AT -� TOP OF WATER OUALTY ELEV = 18.60-18.68 CELL N0. 1 BOTTOM OF '.. POND/SEDIMENT STORAGtl COMPENSATORY STORAGE 3:1 MAX CELL N0.,, 2 o�T AT SECTION TOP OF WATER DUALITY OTTOM OF WATER UALITY/TOP OF SEDIMENT STORAGE = 12 -. BOTTOM OF. WATER''. QUALITY/TOP OF SEDIMENT STORAGE = 12 NISH GRADE AT - CEtrNO _1-BOTTO PONB/SEOIMEYPT STORAGE =. CELL NO. 1 BOTTOM OF SECTION POND/SEDIMENT STORAGE 71 oa _ _ - _. _ _ _ _ 0 00 WETMD B, TYPF 2 72"_WITH BIRDCAGE TRACH RACK TOP BEM = 16.0 OVERFLOW TOP = 18.6 '.. 3:1 -- 3:1 MAX SIDESLOPE IE _ .14.00 36" E) DIVIDING BERM ':2:1 INSTALL 1' THICK QUAR CELL NO. 1 MAX SI SLOPE' CELL NO. 2 SPALL LINER ON SOTTO INSTALL t THICK UARRY CEI -L NO 2 BOTTOM OF POND =12 EL=16. - SPALL LINER ON OTTOM AND SIDES OF POND UP TO E.=16.0 EXISTINGFINISH ELEVATION AT 1- -. -F ELEVATION AT SECTION SECO ON Mry MY NT N b NP hP Y`a q <? I00 p p _ N N N m N ML V ^aV o,+l OO N C; 0+00 1100 2+00 3+00 4+00 SCALE i" =40 FT HORZ. 1"= 5 FT VERT. 25 20 1( INSTPLL i' THICK QUARRY SPALL LINER ON BOTTOM AND SIDES OF POND UP TO EL= 16.0 x POND SECTION Y PROFILE 3:1 LANDSCAPE BERM 25 1+72 CL UND O SECTION = POND SECTION Z PROFILE 3:1 LANDSCAPE BERM 220 U D p INSTALL V THICK QUARRY SPALLLINER ON BOTTOM AND SIDES OF POND UP TO EL -16.0 1 -- 45 5' STA 30 FT LANOSCPPE� ROW AVE SETBACK AND FENCE - SCALE 11 =40 FT HORZ. I"= 5 FT VERT. R AVE � '.. FEMA FLOOD ELEV. /TOP COMPENSATORY STORAGE 3:1MAX CELL N0. 1 = 21.54 SIDESLOPE TOP OF WATER QUALITY - - - ELEV = 48:60--18.68 -- LI TOP OF.. iNISM GRACE AT -� SEDIMENT STORAGE = 1 CELL N0. 1 BOTTOM OF SECTION POND/SEDIMENT STORAGtl COMPENSATORY STORAGE 3:1 MAX CELL N0.,, 2 o�T SIDESLOPE TOP OF WATER DUALITY oa n� BOTTOM OF. WATER''. 25 1+72 CL UND O SECTION = POND SECTION Z PROFILE 3:1 LANDSCAPE BERM 220 U D p INSTALL V THICK QUARRY SPALLLINER ON BOTTOM AND SIDES OF POND UP TO EL -16.0 1 -- 1+00 2100 45.5 STA 30 LANDSCAPE SCALE 11 =40 FT HORZ. I"= 5 FT VERT. R AVE � SETBACK gIJO FENCE fr EIGHT MAX/TOP- OCK WALL COMPENSATORY STORAGE 3:1 MAX CELL N0.,, 2 = 21.54 SIDESLOPE TOP OF WATER DUALITY ELEV = -IA 90 1& BOTTOM OF. WATER''. QUALITY/TOP OF SEDIMENT STORAGE = 12 NISH GRADE AT CELL NO. 1 BOTTOM OF SECTION POND/SEDIMENT STORAGE 71 oa o0 0 00 0+00 1+00 2100 0+00 SCALE 11 =40 FT HORZ. I"= 5 FT VERT. 25 +72 Q LIND SECTION 20 1+00 2+00 SCALE I" =40 FT HORZ. I"= 5 FT VERT. AS -BUILT AS -BUILT N67B VE i11CAL DATURA THIS CONSTRUCTION RECORD DRAWING 6 A COPY OF A CAD FILE PREPARED BY BARGHAUSEN CIN OF RENTON, NAVD BB CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM RO DAY.R ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS FIELD VERIFIED INVERT ANDCALL 2 WOI RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST 2017. A DENCHMA BEFORE YOU DIG' FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS WAS ALSO CONDUCTED IN OCTOBER 2017, CITY OF RENTON CONTROL THE ON-SITE PRIVATE STORM DRAINAGE FACILITIES AND PUBUC/PRNATE WATER AND SEWER SYSTEMS POINT NO. 1864 WAS HELD 2 WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PUNS AND THE DOCUMENTED FIELD FOR ELEVATION, BEING Hm REVISIONS AND FUNCTION AS INTENDED. 9,488 FEET (NAVD88) by 20 ( SIDESLOPE LS D art MAINTENANCE DRAIN PROVIDE MAINT. ACCESS BY WELDING (4) CROSS BARS AS SHOWN. HINGE UPPER ENDS W/ MEC GANI$MO(LW/ OKING ADLOCOK DON GLOWER END. LOCATE LADDER S�EPS DIRECTLY A 3/4" DIA, SMOOTH BARS EQUALLY SPACED (4" O.C. MAX.) DETAIL HOOK CLAMP NO SCALE NOTES: 1. DIMENSIONS ARE FOR INSTALLATION ON 72" DIA. L.B. FOR DIFFERENT DIA. C.B.'S. ADJUST DIMENSIONS TO MAINTAIN 45' ANGLE ON 'VERTICAL" BARS AND 7" O.C. MAX. SPACING OF BARS AROUND LOWER STEEL BAND. 2. METAL PARTS: CORROSION RESISTANT, STEEL PARTS GALVANIZED WITH TREATMENT 2. TYPE 2 CB - DATE 1.25 't (TYP) SEE NOTE i -SHEAR GATE - HANDLE AND HOOK PER 6/2 24" (SEE NOTE i.) NOTE 1) 18.68 EL =T8 -+N WATER QUALNY DESIGN OVERFLOW NO SCALE WETPOND OUTLET B TYPE 2 CATCH BASIN W/ BIRD CAGE DEBRIS BARRIER NOT TO SCALE FROP-T SHEAR GATE NOT TO SCALE CURRY SPPLL SPILLWAY SECTION AND DETNL DELETED NOTES: 1. SHEAR GATE SHALL BE A. SHEAR GATE, CAST IRON BODY AND GATE, OLYMPIC FOUNDRY STANDARD OR EOUAL OR B. SHEAR GATE, ALUMMUM OR CAST IRON, DRAINAGE SPECIALTIES (SAVANNAH,GA.) STANDARD OR EOUAL. 2. DATES SHALL BE e' DIAM. UNLESS OTHERWISE SPECIFIED. 3. GATE SHAD. BE JOINED TO TEE SECTION BY BOLTING (THROUGH FLANGE), WELDING, OR OTHER SECURE MEANS. 4. LIFT ROD: AS SPECIFIED BY MANUFACTURER WITH HANDLE EXTENDING TO WITHIN ONE FOOT OF COVER AND ADJUSTABLE HOOK LOCK FASTENED TO FRAME OR UPPER HANDHOLD. 5. METAL PARTS: CORROSION RESISTANT, STEEL PARTS GALVANIZED WITH TREATMENT 2. WETPOND 32ING DATA WETPOND VOLUME REQUIRED = 70,082 CUBIC FEET < WETPOND VOLUME PROVIDED - 70,082 CF O ELEV 18.60 / 77774 CF O ELEV 19.0 < TOP OF WO - 16.68 18.68 BOTTOM OF WO = 12.0 CELL 2 / 11.0 CELL 1 ASBUILT WETPOND VOLUME PROVIDED = 71,955 CF, OWNERIDEVELO P R. CITY OF RENTON IKEA PROPERTY INC EIEPAFlTMENT OF PUBLIC WORKS ALAN )PAOAD IS AS� BB CONTACT: DIWKEN.. EOOD PA 1942 �GHA(ss C�FOR OOMPl3AN� CONTACT: DA MANAGER m� �'L CIVIL SECTIONS AND DETAILS To P: (610) 834 0180; GELL AU -54e-4523 ENGINEER, I'll I Dote E: DWGH Aft EACDII IKEA REDEVELOPMENT, REWON, W) Dote Y.9 BS27 t� t`"� .I EN CONSULTMG ENGINEERS 2 92°� CFB wre 6/11/2015 FIE Na U1500126 Dote SS/CNA LICEN�\A �s WA 98032 18215 D AVENUE SOUTH KENT. WL<T/ 'V 0�0 JSG SCALE 1'-40' IRP SPaKPM ♦ I� CONTACT: JAY GRUBB, PE A'C ENGIN Dale (TF1 (425)251-6222 APFSoI'® sH.-r 1,55-4oP4i R-3847114