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HomeMy WebLinkAboutR-406211A PORTION OF SE 1/4, SE 1/4, SECTION 32, TOWNSHIP 23 N, RANGE 05 E, W.M., KING COUNTY, WA H J H ry 0 2 U) LU 0 ry W W W 2 U) MATCH LINE -%� - - - - - - - - - - 7 - - - - - 11 I Elm i- - - - - - - - - - - - - - - - - s>> CATCH BASIN �� 0 \\ RIM=509.63 \� v + U��o2" CONC S-JE=507.14 �* N� / 12" CON�C IE=-,07.17 A� �� `S 8" CONS WI IE=50T40 o W H ml �v CATCH BASI`- --- -� - v v WV d RIM-519.04 _ _ _ _ _ - _----- _ _ - SDMIi1 sYP� 2 48 - - - -- 8" CONC E IE 514.65 - - -o STORM OUT �� �� ��� ��I SSMH �� oo �I 12" CONC W IE=516.46 o �-SNzJ.9 `� �s� �� RIO-510.95 a � � E 0 12"IE(W)=507.� WV ` TOP OF 6� PVC CLEANOUT 509.68 _ - 1 12" CONC W IE-514.48 W� v� W Vy - + N W W W - W W N -507 7 o S �P �S W STA= +83.59 s s PSP 'x� / `v �I ST 3+00.00 C GRPN�V ' HE - IN SEE 188THI ST ---------- TP OH ❑0 SE 188TH STREET 3-CF 1�"-PVPk ENO 9_ 1 0% / ! j x xx xx�z-x > ----- - - -_ ----- - �w _� FBI <� ----- --- -- 1 OHE oHE - ��E ----1 --- g I- W)ERS , --X - �12" CONCRETE CULVERT \� I � ° IE=517.01 - �x-x-x-x x 4 _x-x-X; x-xx-x \ Jv + x \\y ° _ __ -�P0, TYPE 1 CELTOWER 0+00.00 - GENERATOR/ PLAN 200BUILDIN� ENCLOSURE BUILDTI/�NLCJURE M-51 6.84 \ 512 3.'. � x TQ n 0+5 .0 v 2"IE(W)=5'1�4.34 m ° '73 U � �o 20 LF 12" PVC PUBLIC L ` 6 /l to ( � I � 6„IE(SW)=51 �.�44 I � W � � I I . P •, .. � �o � @ 1 .0% s� 6"IE(SE) 51 4. s� s�IQ U I � ----- N x N-----521-- o - s ---- _ - 0 3.�UBLIC SDMH #2, TYPE -48i STA1+92.90,4.65'R \ 15' ST RM 753 _ + GOR STD PLAN 201 ` �g V DRAINAG� J L� M-OUTFALT-x x EASEMENT ° IE s 746 � - � 52 I �' � _ � , � � I 742 � .57 TRACx i a - I C + , o 7,- ��, 1_ - ��� - 0 4 �� - - - �29 x I + (N)-507 -- s 5 Q------�---- v "LT CATCH BASIN RIM-508.98 12" CONC W IE506.85 12" CONC S IE=506.84 I 12" CMP E IE-506.68 C1HBASTIQ- RIM=509.67 12" CMP S IE-507.50 SSING 04.9112" CMP E IE=507.48 o \ � 12" CMP N IE=507.38 F7 � - x=/ 773 ° 751 I 1 Al 1 +07.1 1 �9 ° 71650.00� 777 ° LF 1 PVC (Pv1 2+00.00 ---- _ _ \ \ \ 2\ 50. V ---� © , i i cV UBOC �S SDM #3 TYPE 2-48 P N N 55 j - -\ 720- �� �511v12 m o / + / 2�.�C4 .112 �MA H EX.) _ - - -5 0- _ 09 F 1 PVC PU L - - - - - - C���5 - - - - - - - - - - - ---- -' -- - - - - - ° \ 714 ( \\ / k 2"I� _ SW 5 5 8 - ---�- _- ---- -- `� /' ;�-----52� aka 2 `� �� °� ° A �I 71 L NFILTRATION 1 1 \ 1 0 1 2" 5 (N)=5 5.7 Q5� I ---- - - - --'- LIMITED INFILTRAT LIMI -E6 If�FILTRATI0IV `� - - - ' B 7 TYP 1 \\ 766 I � I 51`115 516.2 j 5h 1. ��� , �, 0 1 / T� TA OUTF LL (g8� +80.5 ,0.00' N 6 I / k' / /I 'Cho I O -- / Ln -' 522.07 - �RJM-521.57 v ` z l vI 71 A o -'�i 6"IEW-517v\57v� o I k i 9 TYPE 1 �v 2 L v 12"P o P BLIC @4.22% CB 6, TYP'E 1 (D - b� 7691 R °= 714 95 \ t ( ) # PROVIDE BOLLAIRDS - fLT CESS RIM=521.52`�' 64�D"IE(NW)�514.95 I j iiI, ° �0c�' TYPE 1 W� IRD AGE / \ (4) E'ER DETAIL STA-1+1).18, \ � � l I � I5112.W � ° � RIM= 11. 0 `-- --- // 6�1E(NE)-517.52 75 + i THIS SHEET 16.01'R k CB#8, TYPE 1 z u STORM OU�FALL ��� ' ` TF -1 +99.33,1 7.56'R ; ' 12" N 507.00 VAULT AC i i RIM 519.09 0 m 00 L Ln Lh5fi1'?9 ( ) 4 `L - 1 `� o C2"IE(NE)-515.0 09 L �1 / 40LF 10 ETENTI N 16.761 N STORM OUTFACE 710 ma's -i ' = /o AP N �'s2 708 / NO PARKING SIGNS 2 I T I STA 1+8� .67,17.54'R \ 7. 1 / 0 1 �, i v ° � I � d �� 1� � 8' P F UN ERD AIN i L _ o // + 2 v B TO WIDTH /-------- ti v LET 2 519.11 ��T ) �� z , v P �2.5.1 SID PEA <'. / o + 8'�� B RETEN ION SOIL MIX LOT 3 ��� I \ �v ' H I I 51 73 ' W_ 12 F S ND 1. 512. 9 (� 8„ AVEL LOT 4 i \\ \• I \, $12.',9.0\ I� PLAN I�G PER 4NDSJAPE PLAN STORM OUTFALL PLAN Scale: 1" = 20' I I I I I \\ I I I 11 \ h II II \ I I I \ � WM � LX.IP �BLI�/ GAT BA IN PUBLICI COR SfD MH #4, TYPE PLAN 01 2-48 N W 12"IT(�4503 55 �` 4+69.3 RIM=50$. 5 (MACH EX.) STNL4a+79. 8,0.00' 12"IE(W) 503.63 2" IE(S) 503.7 TORM 0 TFALL TA-4+ v33,0. 0' CATCH BASIN 8 LF// 12� PyC (P`U5LICC� rN vv SOLID LID RIM506.75 / / CA H B RI 50 74 12" CMP S IE=50 8" TEL E I =50 44 o ln + A A� CC1dI ULVERT �I =505.18 - oo - o / CATCN_BASIN so i -��- 1 i o I+ '- - � ��iLIN {{ i 5 RIM=507 RIM-50846- NW IE=506.26 CATCH BASIN 0 SOLID LID - \ a � RtM-508.�7' s1 �v 7i 12" CONC S IE-506.49 op 12" CMP N IE=506.44 CD I# - I F] -575 / STOP I 4 -- -- ------1- 1-- - L �� - L J1 IIII-/- J 1 ------- -- MATCH LINE 530.00 530.00 I I I I SDMH #1, TYPE 2-481 I I 1 SDMH 12, TYPE 2-48 I I I I I I I I I I I I I I I I I I II ----- - --STORM OUTFALL UTFALr -------------------- I---- RIM=519.94 RIM=51 .98 II 112"IE(W)=507.971 I 12"IE(E)I=507.57 I I I I I I I I II 525.001 -12'tE(S}-507�7 12"IE(N)�07 67 - 525.00 I I STA=0+83.591 I I I I I STA=147.1 1 I I I -- ------I----------I----------I----------I----------I I I I I I I I --------I----------I I I I I -----I----------I----------I----------I----------I----------I----------I----------I----------I--------I I I I I I I I I II II I----- I I I I I - - �- - I I I I I I I I� _ I I I I I I ------------ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II II II 520.00 - - �1 _ - 520.00 - - I EXISTINb GRADE II -i II --- 0000 0000 Od00 0000 0000 0000 0000 Od00 0000 0000 0000 0000 Od00 0000 0000 00 0 000 I ---- - - - - - - ---- - - - - - - I I ----------- - I FI N I S H EDI GRADE I I I I I I I I I I I I 1 II -------------- ---- - ----- �--------------------- --------------------- SDMH 3 TYbE 2-48 -- - --I----------I----------I----------I----------I----------I----------I----------I----------I----------I-- II � I I I I {�- RIM=5L0.84 MATCH EX I�---�-- 2'lE(W)=505.85 II 515.00 � - 515.00 .. 1 12" IE(N)=5015.76 II - --- -- ------------------------- -------- - STORM ----------------- DRAIN --- STUB � -- CURB NORM- STA=2+8OU0.50'TELL SDMH 4 TYPE 2-48 EX. CATCH BASIN 1 ----- - I T&-OT--6--------- I 1 1 1 1 1 1 �IM=506.95 MATCf�i EX. 1 NEW 12 IE E03.55 11 -- ------ - ----------------------- - -- ------------- - - - - ------------------- ----------------------------- --- ---- ------�"-fW)=50-3 3- - - - - - -ST&=-4+J9-3a=l i1 12" IE s-J03.73 II • � WE(fVAULT I I - - �----------I---------- � - -- I -- I ------- � --- - -I - - _--1---------- �----------� ----------1---------- �----------�----------1----- ST6fE -----I ----------I-- II -ID STAM-0+�A33 510.00 -------------- ----- ---------------------------- swALK 1 ----------- EX. 12" STORM - ---------------------------------------------- --- --IE=50---8.17 - I- - -�I _------------------------------------------ ------------ II T I I I I I I I I I I 1691 LFI 12 C_PE_@_-1.b_�%____________________ - ---------------------------------- ------ - - --------------------- ---------- CONTROL STRUCTURE/4 ------- ---- II • � OUTFALt,-EL=508.00- --------�---------------------------------- --- - - - - - - - - - - - - --- - - - - - - - - - - - -- - - - - ----------------------------------------------- ---- - ------------ 1 1 1 1 1 1 1 1 1 1 1 185 1 1 1� 1 11 505.001 - - 1 -- - - -- - - -- 20 LF 12" CPE @ 1 0% -------- ---- '-° - ---- ----------- ---- ----------- --- Iw --- ----!ter----- I I ---- ---- -- --A1tEr'R --- ----- -RtF-Y tFI r E @ 1.1 % --- --- ------------ ---- ------- --- I' --Li -- ------ 505.00 II J _.. -- 3-LF 12;' CPE @ 1_0�---------. r l - k(3CATION OVt Df --VERTLCALADJUSTMENIT AS HO'D--------- - EX. 12"WATER-------- II m Q PER SODS CREEK sTAN@ARDS VERIF LOCATION AN PROVIDE I q I I I II �r - 1� -1------- ��---------- ----------1---------- --------------------------------------------------- Or= EX_ 8" SEWER ------ VERfiY At-AtYJt1SfiMEidfiI� A�-REB------------------------- P)=R 9S_CR)=E)S_STI�NDARDS-----� ---------- II 1 1 1 -------- 1 1 ------------------------------------ -----�-(D------------- or IE=504.91 ----------- ---------- EX. 1�" WATER B tF-�2=- 1.fl% �- -- -- -- 500.00L I - 500.00 I I VERIF LOCATION AND PROVIDE I I I I I I II ------------- - ---- --------- - - - - -- - - - - - - - - - - - - - -- - -- - - - - - - - - - ----- - -- VERT At-Af1JUSTMEttiItAS-RE02D---------------- ------------- ----- --- I I I I I I I I I I I I I I I I I I PER 900S CREEK STANDARDS I I I I I I I I II II I I I I I I I I I I I I I I I I I I I I I I I I I I II 0+20.00 0+40.00 0+60.00 0+80.00 1+00.00 1+20.00 1+40.00 1+60.00 1+80.00 2+00.00 2+20.00 2+40.00 2+60.00 2+80.00 3+00.00 3+20.00 3+40.00 3+60.00 3+80.00 4+00.00 4+20.00 4+40.00 4+60.00 4+80.00 5+00.00 5+ O.Q05.00 Know what's below. Call before you dig 05/27/2020 PLO ENGINEERING Surveyors & Civil Engineers P.O. Box 412 Ravensdale, WA 98051 (206) 420-7130 www.PlogEngineering.com 1 READY FOR SUBMITTAL 2 1ST REVIEW REVISIONS 3 2ND REVIEW REVISIONS 4 3RD REVIEW REVISIONS NO. STORM OUTFALL PROFILE REVISION Scale: 1"=20'H / 1"=5'V MXP 05/27/2020 MXP SURVEYED: MXP MXP 11/05/2019 MXP DESIGNED: MXP MXP 04/05/2020 MXP MXP 05/27/2020 MXP DRAWN: CM CHECKED: MXP BY DATE APPR APPROVED: MXP R-40621 1 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Nathan Janders 06/23/2020 SURFACE WATER UTILITY jfarah 06/24/2020 SCALE: HORIZONTAL: NADD198311991 1988 • CIVIL PLAN SET 05/27/2020 SEE GRAPHICCITY OF H A E V I N RIDGE SHORT PLAT PAGE: ONE INCH DATUM R E N T O N R E N TO N! WA DRAWING NO: 1 4 AT FULL SCALE H 0 V 0 I V IF NOT ONE Planning/Building/Public Works Dept. SCALE ACCORDINGLY VAULT OUTFALL PLAN & PROFILE SHEET: 11 OF: 23 0 rn Nt 0 0 d� LI 0 N 0 0 O 00 J 0 0 0 ti Q J d 0 U) W 0 N0 L.L Z LLI