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Home My WebLink AboutR-3847112Tt STORM PIPE UTILITY CROSSING MATCHLWE: SEE SHEET C1.5-1 111=11 E, CONNECT TO 7181CHORAN4 POLYCAST 700 WCOUd. CONNECT TO OOOOR$ CONNECT TO 3" DS 3" DS 864 E i, W/STD GRATE r WITH HOLD'00=5 R• DS t 19. 8" ) (It"m 20.36 (t" N) RIM = 21.13 I I RIM = 21.33 . 20. 4" ) IE 19.32 (6" N) E =10.38 (6" S) SIPHONIC ROOF DRAINS AS PER IE = 17.77 (Be E) i IE . 20.00 (4" E) IE = 20.36 (6" N) E = 19.32 (6" E) 32 P101 AND RFI 86 OC J P a I 11 LP DO L-4 CONNECT TO 40 TRENCH DRAIN SD j• O 1.195 E _ 7 ( S .. u i OP. TYPE I, W/STD CRATE DBV-E CONNECT TO ) � . ' ° u ( Po4 - 21.16 j• DS ° p 1 c • : 1 IE - 1630 (8' N) 7 4 IE = 1630 (8" W) i i RI 7[ IE 16.5_0 (12" E) L 2 A1■AO■LlFO, TYPE I, W s /BEEHIVE (.1�[) I O 4 R GRA3TI � ♦ ♦ I O e %/: :' o°' T ° 1 a( ° 1 �/ I° t = 1 ♦--S E _ X I 133, LF 8" CPEP SD O O N IIITRIIiI 106 LF B" O " o oI / 704.LF 8_- L005 0 16 LF C TRENCH DRAIN SD O 0.901[ ♦ °. O o[. WQ C011NECT TO TRENCH DRAINS n nn .`\\�`yygj( . 1' ♦. . CONNECT TO 3" DOWNSPOUT uw f �I ° RIM . 21.33 L6 r (2) - 6" 6D PARALLEL -.IE . 19.85 (4" W) § p C3 ED 1 m C8O4 TYPE 2, 48" (8" S) O i 67 LF 6" SD O 0.54 N/BEEHNE E = 19,85 (4" E) I t CRATE O f , ♦ ` ! RIM . 20.76 y:rz. X ," E = 1627 (12" W)- -t �t�----L * ff = 1427 12" E WO3IWOIY/IA POLYCAST 70b, 6 " Aaq ( ) _ _ IRON TION (RATE 1 r.I. a 3 HOLD1. DOWNS :. ✓. . I ' 1 Y . 2 33 f 1 TYPE W ISTD CRATE. J aI T I / 0 ZC :1 4" E_ i0O0 l■��1YPE �2��I8"��' a' 4 CRY = I ... STD. GRAN .• t ..;. ... ;ryti f A-�+ n �.-.-.-. �.• -. •. JE = 1].59 12 N Q I � ,F = 22. 5 I b . .h ] s ; ' .. •:°' :':::::'::'::::::::................::......:.:.�...... ..r,`i`_:.''. ''''.-'. ••'''I"^•''.'..f� ',..' . 1 .90 6 W)..:...:° C;:::::::...:..::. ' .... �. ... •rte.. ''.'.'.'.'.'-. / .....:':' ''''"'' -oa IF V• 90002051:-... .1 .°-^.I ..-.. d.. ti.;;;;:;.,.,..., ...L�:-.�tim'I)p.-^!'.......'•'S".'.'..'y9.Y..:�a'.M..'.. .".-.-ap ^'y:,_ i I� GENERAL KEYNOTE= CONSTRUCTION KEYNOTES: DRAINAGE LEGEND EX. SANITARY SEWER MAINLINE AND MANHOLES TO REMAIN. CONTRACTOR SHALL POTHOLE OR O CONNECT TO 3" CANOPY DOWNSPOUT DRAIN. SEE ARCHITECTURAL EXISTING CATCH BASIN ❑ OTHERWISE FIELD VERIFY LOCATION AND PROTECT FROM DAMAGE BY FENCING, BARRICADE OR DRAWINGS. FIELD VERIFY AND CONFIRM LOCATION. OTHER METHOD. ::. .: EXISTING STORM PIPE ------_ ❑2 NOT USED •: O4" STORM PIPE O 1 5 MIN. LENGTH AS REQUIRED. PROVIDE AND EXISTING GRADE CONTOUR ---28_--- xx 3 N Mo 00- E . 16.78 12" ( W) " INSTALL 4" TO 3" FLEX COUPLE AT CANOPY DOWNSPOUT (DS) ::FRIM T TE E 0 GRATE ❑3 EX. WATER LINE. WATER VALVES AND HYDRANTS TO REMAIN. CONTRACTOR SHALL POTHOLE OR CONNECTIONS. TYPICAL is OTHERWISE FIELD VERIFY LOCATION AND PROTECT FROM DAMAGE BY FENCING, BARRICADE OR .:164 - 21 GRADE CONTOUR ------36------ a n OTHER METHOD. (D BEEHIVEGRATE AS PER DETAIL SHEET C2.6 1m 7.25 1 " .'E .1725d (2 CATCH BASIN ■ 0 20 40 80 4 O SEE SHEET CI.7-3 FOR SANITARY SEWER CROSSINGS. SEE SHEET STORM CATCH BASIN/MANHOLE yo�H C1.7-5 FOR WATER MAIN CROSSINGS. STORM PIPE UTILITY CROSSING MATCHLWE: SEE SHEET C1.5-1 111=11 E, CONNECT TO 7181CHORAN4 POLYCAST 700 WCOUd. CONNECT TO OOOOR$ CONNECT TO 3" DS 3" DS 864 E i, W/STD GRATE r WITH HOLD'00=5 R• DS t 19. 8" ) (It"m 20.36 (t" N) RIM = 21.13 I I RIM = 21.33 . 20. 4" ) IE 19.32 (6" N) E =10.38 (6" S) SIPHONIC ROOF DRAINS AS PER IE = 17.77 (Be E) i IE . 20.00 (4" E) IE = 20.36 (6" N) E = 19.32 (6" E) 32 P101 AND RFI 86 OC J P a I 11 LP DO L-4 CONNECT TO 40 TRENCH DRAIN SD j• O 1.195 E _ 7 ( S .. u i OP. TYPE I, W/STD CRATE DBV-E CONNECT TO ) � . ' ° u ( Po4 - 21.16 j• DS ° p 1 c • : 1 IE - 1630 (8' N) 7 4 IE = 1630 (8" W) i i RI 7[ IE 16.5_0 (12" E) L 2 A1■AO■LlFO, TYPE I, W s /BEEHIVE (.1�[) I O 4 R GRA3TI � ♦ ♦ I O e %/: :' o°' T ° 1 a( ° 1 �/ I° t = 1 ♦--S E _ X I 133, LF 8" CPEP SD O O N IIITRIIiI 106 LF B" O " o oI / 704.LF 8_- L005 0 16 LF C TRENCH DRAIN SD O 0.901[ ♦ °. O o[. WQ C011NECT TO TRENCH DRAINS n nn .`\\�`yygj( . 1' ♦. . CONNECT TO 3" DOWNSPOUT uw f �I ° RIM . 21.33 L6 r (2) - 6" 6D PARALLEL -.IE . 19.85 (4" W) § p C3 ED 1 m C8O4 TYPE 2, 48" (8" S) O i 67 LF 6" SD O 0.54 N/BEEHNE E = 19,85 (4" E) I t CRATE O f , ♦ ` ! RIM . 20.76 y:rz. X ," E = 1627 (12" W)- -t �t�----L * ff = 1427 12" E WO3IWOIY/IA POLYCAST 70b, 6 " Aaq ( ) _ _ IRON TION (RATE 1 r.I. a 3 HOLD1. DOWNS :. ✓. . I ' 1 Y . 2 33 f 1 TYPE W ISTD CRATE. J aI T I / 0 ZC :1 4" E_ i0O0 l■��1YPE �2��I8"��' a' 4 CRY = I ... STD. GRAN .• t ..;. ... ;ryti f A-�+ n �.-.-.-. �.• -. •. JE = 1].59 12 N Q I � ,F = 22. 5 I b . .h ] s ; ' .. •:°' :':::::'::'::::::::................::......:.:.�...... ..r,`i`_:.''. ''''.-'. ••'''I"^•''.'..f� ',..' . 1 .90 6 W)..:...:° C;:::::::...:..::. ' .... �. ... •rte.. ''.'.'.'.'.'-. / .....:':' ''''"'' -oa IF V• 90002051:-... .1 .°-^.I ..-.. d.. ti.;;;;:;.,.,..., ...L�:-.�tim'I)p.-^!'.......'•'S".'.'..'y9.Y..:�a'.M..'.. .".-.-ap ^'y:,_ i I� AS -BMT NOTE THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGRAUSEN CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM CALL. 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAR! SYSTEMS. FIELD VERIFIED INVERT AND p� �L RIM ELEVATIONS WERE OBTAINED IIT DEACON AND NORTHWEST CONSTRUCTION IN AUGUST 2017. A FORE YOU DIC'* THE ON -SI E PRWAFIELD SUEY ByBTE STORMS DRAINAGETFACIUDES AND PUBLIC/PRNATEDWATER AND STEWER SYSTEMS C) 044 WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND THE DOCUMENTED FIELD Z O11 REVISIONS AND FUNCTION AS INTENDED- - vERnCAL DATM CITY OF RENTON, NAVD 88 BENCHMARK' CITY OF RENTON CONTROL POINT NO. 1864 WAS HELD FOR ELEVATION, BEING 19.488 FEET (NAVD88) Dote Dote Dote HIM = IE = 16.97 = 20.78 ® Ian I IKEA PROPERTY INC 420 ALAN WOOD ROAD CONSHOHOCKEN. PA 19428 CONTACT: DWIGHT E. SLATON CONSTRUCTION MANAGER P: (610) 831-01&1: Gilt 603-549-4623 E: o6MEy! ria! yyA{yOEA yOE ENGINEER BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KEN. WA 98032 CONTACT: .MY GRUBB, PE (425)251-6222 HIM = zz.te E 16.31 5" E) E 16.34 (15" W) I IL II I 60" `9884 TYPE 2.^W/STD GRATE I ro VENT. CONNECT ro SIPHONIC DRAINAGE. E= 19.58 SEE PI01 RIM = 24. / IE = 19.58 (18" E) s I /T I9 " '(61! LF 15" CPEP SD O 0.205 / i I / (2) - 6" SD PARALLEL OVER EX. DUCT ;ANU UNDER 18" CPEP r O CCB yq I. W/Sro GRATE ti I M jyPC2�9 L E d18.055(6" E) = 6. (8" E) E = 16.67 (15" W) b �1 � 128 ILF 8" CPEP SD O 0.505 a ' O i W D CRATE A r C , /ST 4 70 A E = 18b1- 8" I W 2V ( W) I I I LL;Z7 c I I P I- 101184 TYPE 2 48" W SOLO COVER RNA = m20 IE7. 7 7.67 18 =1 ' 6 I W) , I E .1]67 fle• F� 011110, TYPE 2. /B" W/STD PIAN y:.:.:.:. ::. .: RIM = 19.75 :;�'p...:-. •: ;-:.;....FRAM TYPE I. E = 15.95(18" E) xx 3 N Mo 00- E . 16.78 12" ( W) " :"r.:.:::::: ::FRIM T TE E 0 GRATE E 16.45 12 5 ( ) O is .:164 - 21 a n v 7.25 1 " .'E .1725d (2 it 4 :F yo�H C064 T(PE 1,1-=»J>5. <:w/sro PLAN :: :::204.30 GRAS::.1■l ° TYPE 2, ;zRIM =20.64 by ;tiiy;:>.::::;;: �:'.'.°.il t i;E;'':"'� -:f:[W/ STD PLAN IE 1664 (11 S) [ '' W8 TYPE 2, 119 LF IS" CPEP SD O 1125' •'<-�CR'ATE ....,.,.... W/Sro CRATE ' ...,.,.;..... .,.>.- ..... ::;RIM 20.62 ' i;'2E . 15.59 1 .:�:......,.. 6>i:;:;:;:;:;:;:; Po4 . 21.115M ''•'' (I ;:;:E . 16.92 (IS" W):.:...... ;:E = 14.84 (i ,IE = 16.92 (15" N)I;-- p -. g. ?: g::::::: i25�'S:5':7.r� ::::�;.:::::::(:.::::A :::: MATCHLINE: SEE SHEET C1.5-3 AS -BUILT AS -BMT NOTE THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGRAUSEN CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM CALL. 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAR! SYSTEMS. FIELD VERIFIED INVERT AND p� �L RIM ELEVATIONS WERE OBTAINED IIT DEACON AND NORTHWEST CONSTRUCTION IN AUGUST 2017. A FORE YOU DIC'* THE ON -SI E PRWAFIELD SUEY ByBTE STORMS DRAINAGETFACIUDES AND PUBLIC/PRNATEDWATER AND STEWER SYSTEMS C) 044 WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND THE DOCUMENTED FIELD Z O11 REVISIONS AND FUNCTION AS INTENDED- - vERnCAL DATM CITY OF RENTON, NAVD 88 BENCHMARK' CITY OF RENTON CONTROL POINT NO. 1864 WAS HELD FOR ELEVATION, BEING 19.488 FEET (NAVD88) Dote Dote Dote HIM = IE = 16.97 = 20.78 ® Ian I IKEA PROPERTY INC 420 ALAN WOOD ROAD CONSHOHOCKEN. PA 19428 CONTACT: DWIGHT E. SLATON CONSTRUCTION MANAGER P: (610) 831-01&1: Gilt 603-549-4623 E: o6MEy! ria! yyA{yOEA yOE ENGINEER BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KEN. WA 98032 CONTACT: .MY GRUBB, PE (425)251-6222 HIM = zz.te E 16.31 5" E) E 16.34 (15" W) I IL II I 60" `9884 TYPE 2.^W/STD GRATE I ro VENT. CONNECT ro SIPHONIC DRAINAGE. E= 19.58 SEE PI01 RIM = 24. / IE = 19.58 (18" E) s I /T I9 " '(61! LF 15" CPEP SD O 0.205 / i I / (2) - 6" SD PARALLEL OVER EX. DUCT ;ANU UNDER 18" CPEP r O CCB yq I. W/Sro GRATE ti I M jyPC2�9 L E d18.055(6" E) = 6. (8" E) E = 16.67 (15" W) b �1 � 128 ILF 8" CPEP SD O 0.505 a ' O i W D CRATE A r C , /ST 4 70 A E = 18b1- 8" I W 2V ( W) I I I LL;Z7 c I I P I- 101184 TYPE 2 48" W SOLO COVER RNA = m20 IE7. 7 7.67 18 =1 ' 6 I W) , I E .1]67 fle• F� CITY OF RENTON �GH w�� DEPARTMENT OF PUBLIC WORKS mP n�1 �i CML STORM DRAINAGE PLAN IKEA REDEVELOPMENT RENTON, W Z� C CFO DAIS 6/11/2015 sLe w.. U150012f 0' OPIUMbX"IAG ENGXOIIQ CHECKED JSG eq° 1"-40' [BDHOOK PA APmotr� 8;19a�.5'2aP4� R-3847112 0 DO Z Ill Q 7 011110, TYPE 2. /B" W/STD PIAN 204.30 GRATE RIM = 19.75 E = 15.95(18" E) xx 3 00- E . 16.78 12" ( W) " c E 16.45 12 5 ( ) O a n v 4 g yo�H CITY OF RENTON �GH w�� DEPARTMENT OF PUBLIC WORKS mP n�1 �i CML STORM DRAINAGE PLAN IKEA REDEVELOPMENT RENTON, W Z� C CFO DAIS 6/11/2015 sLe w.. U150012f 0' OPIUMbX"IAG ENGXOIIQ CHECKED JSG eq° 1"-40' [BDHOOK PA APmotr� 8;19a�.5'2aP4� R-3847112 0 DO Z Ill Q 7