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HomeMy WebLinkAboutR-372930Aut \r •�\ �.c z 0 v w 'o C J CL POND FENCE SEE DETAIL ON SHEET PN -02 JOE OF SLOPE 7 f A� a \ 1 N, X: STOMM a7E MODIOL& \ N-169110.78 E=1302043.74 �- 1\ SEE PROFILE THIS ANTI -SEEPAGE COLLAR SEE DETAIL THIS SHEEP t. ce N. TYPE 2 60-0 .CONTROL STRUCTURE W/ 32 4+00 67 0-64 LF 18"0 SO Z SEE PROFILE THIS SHEET o 435 I O -t -i -LF 18 6 SO SEE PROFILE THIS SHEET 42 LF, 16-0 SO m SEE PROFILE THIS SHEET ® 9 LF, 18"0 SO z SEE PROFILE THIS SHEET O17 LF 18'0 SO 410 SEE PROFILE THIS SHEET 1-i$ LF, 12'0 © SO SEE PROFILE SHEET PN -02 14 44- LF 12'6 SO i TRACT SEE PROFILE SHEET PN -02 YOUty4 A PORTION OF THE NW 1/4 OF W/DEBRIS - -- N� 1&91178.16 --► TSEE PROFILE THIS SHEET � if �� `• =TRACT A (STORM DRAINAGE) BOTTOM OF POND ELEV=420.01 3.1 N=18908936 \� \� E=130'1183.94 1 SEE PROFILE 1 27 Ltjj�4�.O R'.1- NZ ------- 11� I :b%hhhh'� a�, r � y� '�' � 1'a.+w♦ ...... \ !- SEE DETAIL vTHIS SHEET �\ zlNIX T AXIS SURVEY & MAPPING, INC. 13003 NE 126TH PL KIRKLAND, WA 98028 425-823-5700 AS -BUILT DRAWINGS 10/31/2014 1-1/2" CRUSHED SURFACE -� TOP COURSE 2-1/2- CRUSHED SURFACE BASE COURSE POND ACCESS ROAD NOT TO SCALE WA 980D8 I L11 CLAY BACKFILL in n ui 29, TWP. 23 N., RGE. 5 E, KING COUNTY, WA n 'I r t- SCALE: V= 20' 1 1 2 20 10 to V20""440 41i T- 0 415 410 435 430 45 420 415 41':0 4+00 67 L Z �a� i i C 435 I $ �j TO CITY STANDARDS SEESHEETRD-03 m m 425 m n J z FENCE )UNR ---�POND 430 y 't 410 21 i , , C I 4' n , f 420 i TRACT 12' POND I W Ml 13 Nz 425 ACCESS ROAD MI_)_1.1D 1 FENCE I. -- j- - —l 4@t1 f DESIGN' � "W S I j UND-. 420 415 410 435 430 45 420 415 41':0 3+00 3•+•46 3+80 4+20 PONQ CROSS SECTION B -B SCALE. t =20' Harz. 4+00 67 L Z �a� i i C 415 I $ y TO CITY STANDARDS IE FISTING SSR m m 425 m n J z FENCE )UNR ---�POND 410 o i wo 0 C '1 `Mr 420 a_•_ 12' POND W 13 Nz ACCESS ROAD MI_)_1.1D 1 FENCE I. -- j- - —l 4@t1 f DESIGN' � "W S I j UND-. I ELEV-{ 6 0 {--------------- 1 0:5 ------------------------------ SEDWMT /=ELEV-:420.00 -� j 52 PO. FENCE BOTTOM 1 -t -F. AZO_$R-- --. �: _..... ----- __,___ ------•- - ACC€SS ® rJ+�'♦`�rS=0.33% PROPOSE GRADEJ I 1 S€ SHEET RD-OYINLET j 8 LFt-0 ® �J RAGK 24 0 azo.a7' ELEVa4$6.50 I---' � -- _127 E -... 0.2 022%/ 2% v 27 LF, 24,! SO ------- -- ----a4-LF, 44 LF,tS 0 „Ccq-- S=13.11%I 77 LF 1.8"0 SD 4 lY f 2-4800 •42- LF, 18"P SD I S=2.53 ----- - — W/souLDCK7NG ttD S=42.30% t �I t S=O. 52% TG=428289' IE -4;z -R-* 427.46' 12"0 424.96' STORAGE D IE-4*4.§7 18"'b 424.56' --------- --------------- __- - -___ • ---------� ---_---I IE 24"¢.424.01' 3+00 3•+•46 3+80 4+20 PONQ CROSS SECTION B -B SCALE. t =20' Harz. 1+00 1+40 1+80 2+20 2+80 POND DROSS SECTION A -A SCALE: 1"-2v tea' ANTI—SEEPAGE o SE�GOLLARUF I AIL R=372930 POND VOLUMES REQUIRED PROVIDED DETENTION 36;936 CF 38,906 CF iumtaAYi;w"A WPM sec o s AL N is is t .�D' CITY OF z rMIAa stle>►ITTAL ESL1 1'1'21'„ ' 7K RENTON MIMk AN II «� w1' I ➢ATUM'. I _�s Planning/Building/Public Works Dept. Snaor NO. REVISION BY DATE APPR m•. . 12- g -,q 30 �5z 4+00 67 Z �a� 8 C 415 $ y TO CITY STANDARDS =m� m m 425 m n J z o 410 o i wo 0 C '1 `Mr 420 a_•_ EH W 13 Nz ca m m m N n 415 EXISTING(;M UND-. 12' POND -� PO. FENCE ROAD i - POND FENCE - ACC€SS I 1 8 LFt-0 ® �J SD ELEVa4$6.50 0.2 022%/ 2% -------------- ------------- ------- -- ----a4-LF, 44 LF,tS 77 LF 1.8"0 SD O 5-4e,99,9F ' •42- LF, 18"P SD I S=2.53 G.5' SEDIMENT S=42.30% t �I t S=O. 52% STORAGE D _ --------- --------------- __- - -___ • ---------� ---_---I _-SEER 0 420.001 COLLAR COLLAR E T P N T DETAIL THI$ ' W TSH .F CK 40 SHEET 1. E. +2949 420.45' PR E IO MGATE MWHOLE I B !3 TYPE 2-60"0 1G ^^ aza.es' CONTROL STRUCTURE W/BiRDCAGtE- 1:-429:29 I.=428:29 12 0415.60' 12. NE TG 18 6 415.5818" w IE=4YB� 89 426.68 18"m 420.02' E r 415.90'18" E 420.50' 18" N 412A.11:TYPE 2-48'0 CB 28 TYPE 2-48.0 1 W SOLID LOCKING UD OVERFLOYI STRUCTURE W/DEBRIS CAGE TG= 2007 420.91' ITG=42 9- 1 426.99' IE -"415.5131 18"0 415.58' 18" W -•.42G.4 4 181'0420.52'18"S 415.60 12" NEI 420.37' 18" W 415.90 18" E 1+00 1+40 1+80 2+20 2+80 POND DROSS SECTION A -A SCALE: 1"-2v tea' ANTI—SEEPAGE o SE�GOLLARUF I AIL R=372930 POND VOLUMES REQUIRED PROVIDED DETENTION 36;936 CF 38,906 CF iumtaAYi;w"A WPM sec o s AL N is is t .�D' CITY OF z rMIAa stle>►ITTAL ESL1 1'1'21'„ ' 7K RENTON MIMk AN II «� w1' I ➢ATUM'. I _�s Planning/Building/Public Works Dept. Snaor NO. REVISION BY DATE APPR m•. . 12- g -,q 30 �5z 4+00 67 Z �a� 8 C 415 $ y TO CITY STANDARDS =m� m m 425 m n J z IKM 420 4+00 8 415 $ y TO CITY STANDARDS =m� 425 en' J z o 410 o i wo 0 C `Mr 420 a_•_ EH W 13 Nz ca m m m N n 440 430 4+00 y I �' CHECKED FOR COMPLIANCE TO CITY STANDARDS 425 J o o i wo 0 > 420 a_•_ I W N 415 3+00 4+00 I �' CHECKED FOR COMPLIANCE TO CITY STANDARDS o o CmC a_•_ Z - LaRosaIm A PLAN, GROSS SECTIONS & DETAILS wx