Loading...
HomeMy WebLinkAboutR-408905SCALE: 1"-20' N.E. 1 /4, SEC. 32 TWP. 24N., RGE. 5E., W.M. CONDITION OF � APPROVAL: 10+71.01, 14.14 LT 35LF-12� SD INSTALL NON SKID OUTFALL#2 TO 0 15.71 % 20 10 0 20 40 LOCKING LID TO PREVENT EX. DITCH: ELEV=132.0 AN ENERGY DISSIPATOR 34LF-12 SD 8.82% (PUBLIC) LEAVES/DEBRIS FROM (PUBLIC) STORMWATER VAULT. (PRIVATE) - CLOGGING CATCH BASIN. ROCK PAD WILL BE PROVIDED 6.5LF-12"SD (PUBLIC) SEE ST PLAN FOR ER VAULT PLAN F CONN TO � 10+13.29, 7.16'L\ 10+57.04, 15.22'LT ; 2° (�✓�T) EX CB DESIGN DATA CB#OFF-2, TYPE 1 \ CB#OFF-1, TYPE CU VER T �-� i / I-'� l __ 11 +58.58, 35.59 LT - RIM 124.80 2-54" TYPE I RIM=138.81 CB#3, TYPE h10(���LIC) / 40.20 IE 122.30 RIM 129.20 I E - R M=136. 80 RIM 7.50 180' _ _ (PUBLIC) IE 124.20 IF ( )=130 2 1 E 135.0 E=135.5 IE 137.50 / - (PRIVATE) REMOVE SD �� 57LF-12"SD 9 S TEE 0 2.63% / _ _ -- / EXST & 10+00.39, 0.37 RT / J I r / / // j / / / / / - - _ - - - - (PUBLIC) FINISHED GRADE PERMEABLE SITE / / � � � � �� SOILS / //) � I 1 �1 l �� O�% %�� --� - /- E 8T1� T - - - - OUTFALL# 1 TO /./�' IT H c / / / / / I , % I % 42LF-12 SEA - / 11 +57.25, 21.51 / / I6.33% - = o _ VAU T SDMH#2, TYPE II 48 (PRIVATE ELEV=121,�/ / /�/ / / / (PUBLIC} \ IE OUT SOLID LOCKING LID / �AA�US / / /12"S� W/ 4 X6 / t /bv�kkL / // / /1J 3 - --15+15.56 FILTER FABRIC PAD (1'/ pFTH�! // / / % /^� '�' i1r67% _ oQ\O OQO O RIM 144.9 Q ALONG TOP OF r TRENCH START/ 5MART�D�TgH' ,LI,N[N/G/ (PUBLIC) � - - - IE 136.0 _ // o �OO�H 8 MIL PLASTIC // / /// / / /// / ///// /// /� �� . o LINER ON / / //////// // / / / // �/ / /// �\ AUL'T - -- -- �_ --- - / 0 o R Z DOWNHILL SIDE OF / / / / / / / / /9/+ / / / / < \ 0 i� NiIAINT�NaCE JJJJJJJJJ l // / i JJJJJJJJJJJ���J��� TRENCH / / / / / / / / / / ACCESS ROAD JJJJJJJJJJJJJJJJJ T +OO / / / / �� _JJJ JJJ.JJJJJJJJJJ GRASSC 1/2"-1 3/4" " //// / / / / / //l l l l/ / / l l/l /� //// j'c - JJJJJJJJJJJJJJJdJJJ zt�s � 4 PERFORATED , / / / / / / / / / / / 25LF WOOD VA PRIV DRAIN ROCK / / / �' PIPE IN MIDDLE/�/ / / / / / / / / / / / / / / / / ' o / �/ // //� / FENCE. CENTER � ,IE IN TOP OF RESTRICTIVE / / / / / / / > / / �// �/ / / I OF TRENCH // / / / / / / / / / / / / / C� /� / ABOUT VAULT � - � r124.4 -- LAYER PER GEOTECHNICAL / / / / / / / � , � / // � ENGINEER12-9 �/// //h�j / ///// INTERCEPTOR TREN / // I L / , / , / / / / / / / / / / �� � / 5 72LF-12"SDI _ C// / T%� /// // '� / // I - - - - - 12 _ _ _®1.2_4% 12 / 0 19.17%(FRIVi4T NTS / / ® 42 / 0� / / / / / �// �/ / ///// /// / / ®� o (PRIVATE 71 PRIVATE. - ////(PRIVATE) I 0+78.38, 25.15' RT ' r / OL 83LF-12"S -CB#5, TYPE 1 (PRIVATE 0 1.20% -� 5+12.4 78.9'LT // / / ' / / / / / / / ��. I _ W/ STEEL SLEEVE RIM 142.00 / / oQ0 / Qi(PRIVATE - IE 138.13 -0T 4 ��/ � � � / �i/ / /// / 11 - Q CONDITION OF ///C/ / ///// j/ �� I It / / / / �/ //l / / / l / l �� 1 // // / L0/T 5 i ' " /� / / _ 11 +30.31 21.27 RT / . ,. / / / / DMH 1 TYPE II 48 / �..,. ;:..'; .':..'I ':..'; QT APPROVAL: / / / / / / / / / / / / / / / / / l l I I / / 0 ' .. �/ / / / / / / / / , I INSTALL LOCKING NON / / / / / / / / / ' �5+16, 26.9 RT (PRIVATE o / / / / / // C SKID LID TO PREVENT / / / / / / / / ��� / / / / / / / / / / I P OLID LOCKING LID LEAVES/DEBRIS FROM IM 135.8 // CLOGGING CATCH BASIN. - - - - - / , C #f7,/'TYPE Q PRIVATE) // - -4. - - - - PTlu ME/ RIVATE g ( %� +00 8#4, TYPE 1 (PRIVATE) k /,i4+43.95, C/L RIM 153.8 / I IE 149.8 W / /j / PUBLIC/ / / // ///�// / /' // I, I // / / / / / f. I �: .1 .: / r ul)�i / / / OfF- rTYP /1 00 CB TYPE I RIM=140.22 W I IE (S)=135. 7 IE (N)=135.6 ■ W CB TYPE I W _ /RIM=154.99 1 E (S) =151.6 - 00 1 E (E) =151. 5 IE (N)=151.4 12 CPEP SSMH -�-'/ RIM-160.36 U Et (E & N)=148.11 NEW IE (SW)=148.8 - a UNDER CONSTRUCTION AT TIME OF SURVEY 12 CPEf) \�z PR SDMH RIM=161. 12 - ! � � � - � (VERIFY) NEW IE=157.1 CB T YPE I d, I W/SOLID LID P ❑ RIM=166. 77 IE (S)=162.3 IE (N)=162.2 SDMH#LINCOLN-1 (PUBLIC) M PRIVATE �. -� - f 0 j _ w // / / / / / / /Lu / I SDMH 6, TYPE II 48 /, / // // ,1 /IFS $6.2 / / /� - --- SOLID LOCKING LID- / (PUBLIC) / / �/ �/ �/ / / I I 0 D 10+77.7, Lu iC / RIM 150.1) I / / --- - z TO CB#OFF-3, P L / �'� / r / / / / - - IE 139 1 /- / � � / / SEE OFFSITE T U i �/ // /DRAINAGE, / ////// / //� C I 2 I/ // / _ - I / I // �61T / I- / / / /")EET /C; 7, / / I/ l / / I I / I / / y� Q /// / // /// / / /� / ////' / / / a � /� / / I // /� / // I �'�/ / I // / / \- • X LqT �c� / / / / / I / I � I d U - N88 / / / _`-- - / / / / GARAGE / / �_ / I I 410.190 I I ❑ (PRIVATE) I I I l �EL P ONNET PR F ,PIPE 1 � f PI / 0_00 FRENCH DRAIN / _TO WALL DRA� I w W W W W wv WALL DRAIN 0 (SEE DETAILS) ❑ 0 Wes- / MB DISCHARGE TO _! CONNECT PERF PIPE + " / `dWH �3 0 - --- ED. REBAR 125LF-12 SD - _GB OFF 1 FRENCH DRAIN "' / x -- # � I W P.L.S. 9470 5% � / w (PRIVATE/ CUTOFF TO ONSITE 0.4' SOUTH OF LINE (PRIVATE) o 0 0 STORM SURFACE RUNOFF FROM CARPENTER CB TYPE 1 2 - / 1 z CID MPLCMAN 9S ! '' /SSHINSTON SODEN OF EDJ� N0, S VOL, 10) 0 "oRT/POI�,T w/so�ID LID , RIM=195.93 ,.,., IE (S)=191.3 0L 0C1'\ 5 IE (N)=191.2 N Lu Il i l i i I CL 'u, ..__ ,Y�h FffwEFrEywff 3E0 sur rEv srxr= Vourx: Nm '° Em3ynmElERfl�]C , LPL C C 1 "=20' MRZONrK NO IW3/190 • CITY OF STL RENTON � CIVIL ENGINEERING -PROJECT MGT - ADV. HYDRAULICS MAW DATUM . s5 w�' JJK its' 11627 SE 58TH STREET PH (206) 501-5708 ONE I"°" ELEV=185.20 ZONAL �� STL "T rO Planning/Building/Public Works Dept. BELLEVUE, WA 98006 � NOr a� INa� EMAIL: PELLCENGR®GMAIL.COM NO. REVISION BY DATE APPR SCAE "CCORDNJOLY 24LF-12"SD TYPE II 48" 0 13.75% 5+14.1, 3.2'RT (PUBLIC) SOLID LOCKING LID RIM 161.7 IE OUT 158.7 RIM- ; CB#LINCOLN-1, TYPE 1 (PUBLIC) 5+01.1, GUTTER RIM 164.5 IE OUT 162.0 TBM=60D SP/KL lby ruv°✓tP POLE ELEV=185.20 SD NOTES: * COVER > 1' < 2' USE DI * COVER > 2' USE PVC * ALL STORM TO BE CCTV I CB TYPE I W/SOLID LID RIM=183.91 IE (S)=179.4 1E (N)=179.2 ONSITE LID BMP 10% IMPERVIOUS LOT COVERAGE REDUCTION TYP. ZONING ALLOWABLE LOT IMPERV. ACTUAL LOT IMPERV. LOT LOT AREA (SQ-FT) 1 65% IMPERV. I W/10%REDUCTION I 1 5,000.0 3,250.0 2,925.0 2 5,005.0 3,253.3 2,927.9 3 5,000.0 3,250.0 2,925.0 4 5,073.0 3,297.5 2,967.7 5 5,609.0 3,645.9 3,281.3 6 6,153.0 3,999.5 3,599.5 7 5,089.0 3,307.9 2,977.1 8 6,522.0 4,239.3 3,815.4 2,335.0 2,362.0 2,336.0 2,387.0 2,388.0 2,340.0 2,233.0 2,342.0 Qe Qe O EX. UTILITIES ARE APPROXIMATE ONLY. Q CALL 811 BEFORE DIGGING & POTHOLE UNKNOWN EX. UTILITIES BEFORE a CONSTRUCTION BEGINS. IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 DEVELOPMENT ENGINEERING ., SURFACE WATER UTILITY jchavez 07/20/2020 W1 jfarah 07/20/2020 a KP DEVELOPMENT SHORT FLAT 7/2020 � 1625 25 HE � o h �� I,�`°B°°". BOOK � G�3ENTON, WA PAGE � 0 D3 NAGE PLAN SHWC 5 a 5 22 �2