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HomeMy WebLinkAboutR-374117z UNDER DRAIN TRENCH SCALE: 1" = 2' C6.0,C6.1 7 (L -1f4 SECTION NW 32 TOWNSHIP 23 RANGE 05 r +.ro PUAICH h: , ,iz° LRASs DISC IN d' X a" CONC. MON IN CASE PtG��\ PE"®- 2Y% PV = = 383- --8 -IE 38430 40 C �` ♦ �Q 8" IE 3893 1 _ 40 LF8" DI 39U_ ._ - - - -- - - -- _ - -- - - - - - - -- - - - - a -- i - - - _ - -_._. IE 380.40', Lf 8 lTD - 32i =P -- - �- -_- ' , \ /' Z ♦ _ / Sad - , -'" - -- - -- - + - - - - _ -- Su 00jO%_ - PIPE ®2.59% -J - -- 390 CO_fG' 0 ♦ D 389 _ ___ __ - - - _ - 86 A, Q+ oc 4 "-i VC DS POC _ " - = - _ - -TYPE- 600 _ - -- - - - -82 +GO - Q QD - ' FOR MECH _ _ - - _ _ a Q _ _ " - / z - � Z W (TYP.) 6 PVC POC FOR - CO-TG" / - RIM�3 9.65 � UNDERSLAB D&AINAGF " - " IE 386.0 _ - - / / ��r ; co 43 LE %HDPE - " -, -- / -�� - -- - - / //J �a i SD 6 1.70% -. _ -IE 379:8 / ' 6" . PVC­-DS' , -- _ ` , - ss - 65 "HDPE _ - -' % / - - -- - 7 LF 8" - - / _- m 1.0% MIN. , - - SD "3: __ - - - - / o^ ' 2 �i Z � AREA DRAIN -:'300 ECC6) // VERTICAL BEND - &'CO 6" PVC DOWNSPOUT; - - _- - - o o ''i0 _ S� 7.47% �� C ' r ' LL - -_ $TA_45 +31:95, 17.30' LL' ) - COLLECTOR..(DSP) - - Z IE 384.0 (IN) - RIM 383.87 6° PVC DSP" IE 380.0 (OUT) 1.0% ,MIN. o i - 1- - -1 0 y ♦ it - -'- 8" IE 382.20 �' ® 1,A% MIN. , - - - - - -r - - -a�:t ,� - _ - - -- ®.% � Cam' BARE' DRAT - 502 < W fn 27 LF 8" DI ' ' = i / , / ti i STA 50 +25.36, 16.0 RT Q Q 50. 0 0-50% ' " 1 �� - t = �' RIM 389.20 CO TG - \ iE 391.0 __ - AREA RAIN - H '/ — Z _ r y Ja" , �. 8° IE� 6.10 B CO COT 'i 49+97 25 6 62 R� _ ' (TYP) C6.4 1€391.0 - - - A Z - - /, 388838 - iJliE RM�( 1il jJCH. W Q � 521 LL LU \ o p _ - a a - - - -,_ " _ y l E 1 CB 500 w d CT SF i'/ STA 49 +97.19 Q Q / v D RC 837 I CSI Z ?%A JG4/l.A TES 10 LF 8 HOP = - - - -" � - - O - -- — -._ _ rn 7 -1 `_ LY i �v v. ���• , 6 _. p----- n — icy.:_" _" — tii -�� �� - — _ - - — \ 4142 O \\ �, SD ® 4.40% ® Z /', SEE SHEET C0 FOR _TYPE / lx 41 4 7+- SEED` DRAINAGE NOTES �.. 4. �W y b -� �-3a : _,. M - cR _i IE 382.Q6` I�.OUT�� ®_2A0i- I SD _ STA. +26.83 - - - - �. - _ 4 TYPE t CB— S� _ - _- _ _ \ ; » - R=374117 _:4,- 1 ` ' r � — — Z. _ _ 5 „ �• ; v � _ -- r Iz[IS „a V./ Ce,F TRIAD ,.. 11 rs He U T(F)o Phl1' - -5➢ _” v -I y,, . r = c I of • rI I, — sa- " - >Uxx ,� s Z x N � 58 \rte J_ S — - -� R ( ri � 6 - _�`I 3b;6 49 0 10 20 40 1 inch = 20 feet CITY OF RENTON Approved by: � Date: B •__1__///•/� Approved by: u Date: 9-/U/201* r/"12'/`� DRAW %M9UE REV DESIGN DEV. h COORDINATION 01115114 BID SET 05115/14 LAND USE REVISION 06/05/14 PtG��\ PE"®- 2Y% PV = = 383- --8 -IE 38430 40 C �` ♦ �Q 8" IE 3893 1 _ 40 LF8" DI 39U_ ._ - - - -- - - -- _ - -- - - - - - - -- - - - - a -- i - - - _ - -_._. IE 380.40', Lf 8 lTD - 32i =P -- - �- -_- ' , \ /' Z ♦ _ / Sad - , -'" - -- - -- - + - - - - _ -- Su 00jO%_ - PIPE ®2.59% -J - -- 390 CO_fG' 0 ♦ D 389 _ ___ __ - - - _ - 86 A, Q+ oc 4 "-i VC DS POC _ " - = - _ - -TYPE- 600 _ - -- - - - -82 +GO - Q QD - ' FOR MECH _ _ - - _ _ a Q _ _ " - / z - � Z W (TYP.) 6 PVC POC FOR - CO-TG" / - RIM�3 9.65 � UNDERSLAB D&AINAGF " - " IE 386.0 _ - - / / ��r ; co 43 LE %HDPE - " -, -- / -�� - -- - - / //J �a i SD 6 1.70% -. _ -IE 379:8 / ' 6" . PVC­-DS' , -- _ ` , - ss - 65 "HDPE _ - -' % / - - -- - 7 LF 8" - - / _- m 1.0% MIN. , - - SD "3: __ - - - - / o^ ' 2 �i Z � AREA DRAIN -:'300 ECC6) // VERTICAL BEND - &'CO 6" PVC DOWNSPOUT; - - _- - - o o ''i0 _ S� 7.47% �� C ' r ' LL - -_ $TA_45 +31:95, 17.30' LL' ) - COLLECTOR..(DSP) - - Z IE 384.0 (IN) - RIM 383.87 6° PVC DSP" IE 380.0 (OUT) 1.0% ,MIN. o i - 1- - -1 0 y ♦ it - -'- 8" IE 382.20 �' ® 1,A% MIN. , - - - - - -r - - -a�:t ,� - _ - - -- ®.% � Cam' BARE' DRAT - 502 < W fn 27 LF 8" DI ' ' = i / , / ti i STA 50 +25.36, 16.0 RT Q Q 50. 0 0-50% ' " 1 �� - t = �' RIM 389.20 CO TG - \ iE 391.0 __ - AREA RAIN - H '/ — Z _ r y Ja" , �. 8° IE� 6.10 B CO COT 'i 49+97 25 6 62 R� _ ' (TYP) C6.4 1€391.0 - - - A Z - - /, 388838 - iJliE RM�( 1il jJCH. W Q � 521 LL LU \ o p _ - a a - - - -,_ " _ y l E 1 CB 500 w d CT SF i'/ STA 49 +97.19 Q Q / v D RC 837 I CSI Z ?%A JG4/l.A TES 10 LF 8 HOP = - - - -" � - - O - -- — -._ _ rn 7 -1 `_ LY i �v v. ���• , 6 _. p----- n — icy.:_" _" — tii -�� �� - — _ - - — \ 4142 O \\ �, SD ® 4.40% ® Z /', SEE SHEET C0 FOR _TYPE / lx 41 4 7+- SEED` DRAINAGE NOTES �.. 4. �W y b -� �-3a : _,. M - cR _i IE 382.Q6` I�.OUT�� ®_2A0i- I SD _ STA. +26.83 - - - - �. - _ 4 TYPE t CB— S� _ - _- _ _ \ ; » - R=374117 _:4,- 1 ` ' r � — — Z. _ _ 5 „ �• ; v � _ -- r Iz[IS „a V./ Ce,F TRIAD ,.. 11 rs He U T(F)o Phl1' - -5➢ _” v -I y,, . r = c I of • rI I, — sa- " - >Uxx ,� s Z x N � 58 \rte J_ S — - -� R ( ri � 6 - _�`I 3b;6 49 0 10 20 40 1 inch = 20 feet CITY OF RENTON Approved by: � Date: B •__1__///•/� Approved by: u Date: 9-/U/201* r/"12'/`� DRAW %M9UE REV DESIGN DEV. 11/08/13 COORDINATION 01115114 BID SET 05115/14 LAND USE REVISION 06/05/14 Al ADDENDUM #1 06112/14 A2 ADDENDUM #4 07102/14 UTILITY SET 07116/14 PERMIT REVISION 1 08119/14 MYLAR NO REV DATE 1 PERMDREYISION 08.07.14 AS NOTED DATUM JIM CPTY OF 7K RENTON Planning /Building /Public Works Dept. 3 PEWREOSION 07.1 1114 d 1 PERNRRMIONIMYIAR 08.18.14 �..o Na Call 811 � two business days before you dig SCALE: AS NOTED PLOT DATE: 08/19/14 PRINCIPAL MAV PROD. MGR: AGC E ; y UCP U14001164 DRAFTER TAD W � a TR1AD AS NOTED DATUM JIM CPTY OF 7K RENTON Planning /Building /Public Works Dept. VANTAGE POINT APARTMENTS ON SITE IMPROVEMENT PLANS DRAINAGE PLAN 8 -19 -2014 AGC �..o Na T � Fr1c r,ox C 6.1 NO. REVISION BY DATE APPR °fl°*'a AGC 9°7` °' 61 17 c_�- 2---S7` rN 7