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HomeMy WebLinkAboutTED4001445.2/ 1 SA IV, SEWefk 772-6 AeAA/ POA/ EX s PG ' N6vv3oC I / 30' /YOTE- PLUG EX/5T//Vn 4/1VF VU7 OA" EX/ST6 Ile/lip 1'C CS'�8 II T YP6 W1//VLET Cr/ZA7'E P / - - EX/ST'� � �l � `:C)'hES GATc/Y (REMov\ R//Ii1 EL- 80. 30 /5 F p F 8 \ BgS/N �. /NV EL 77,.3o I � /•4% � � 1 . Locations shown of existing utilities are R/M EL t3v.7 7 6 - 76 approximate only and it shall be the con- sTA SVv /, 60 �� WEST PROP L/N� 293.23FT. /V /o s s�o_ - o N.W /,(00+ tractors responsibility to verify the - _ � _ _ CONT/2oL ylfr W3 _ _ _ _ _ _ _ -_ _ _ _ _ - I correct locations so as to avoid damage TYPEJL ¢$" w/So�io L/O ���' I or disturbance. �I I 30tFOX'/2„ ; i R/MEL.. 78-pO s- (3>8°X16�COMg4CT jj 2 2. All work and materials shall be in accor- /NI. EL . 72.24 CAR STALLS Jb w s p �p dance with the City of Renton standards I CMP/� 30%� I O.E. 76. Z 5 - - � � T P61� 48 � ill GTR/flcE /8 „4 ----- -- - ----- RE✓ /0.2/ 82 78. S CONTROL H / and specifications. Ex !z'cuulFRr t p III FAC Oi /zETq/,,V/ l/1/ALL �c ''^ 8 os, _ _ /�4 - J - 'P/� EL i7�.0O M,y,/ 3. Concrete storm designated as CP, v I I - 7 os�0 7 - ( /ivvE,eT� �72. LO pipe, - IN Ft, ��.o + 79 _ 7� - , G�/ o vZ6Lov✓ 7�25 TYPE94e" shall be non -reinforced, rubber gasketed, iI 25LG 8� ( �/W✓rL - I o,e/r/cE 517E / 5 W//NLET Er2ATE �� o g 'Tcified. Cl. Corrupapedunless metal otherwise f / r QI/Y/EL 75,/4 ated as CMP shall be ASSHTO M-196, Heli- CN�Wi/1'hf/ c /viG @ I 0 0 \ des ign- TYPETl 48'' �� C C /NVEL �z, he g pipe, W✓//ANL6711RgATE_ I �� S/ L F OF S GMP I 6r� , cal, 14 Ga. All steel pipe shall be gal- R/M EL 76.43 4 i@ ° / vanized and coated with as halt treatment � STA S W /, 30 � 72-11 1 7� _ ' O.5 /o 7$ p \ I ��� or equivalent. Bedding to be class "C" I , I �` o / / NOTE' VEkkz..)w unless otherwise specified. x 76'- // ova eFLow @ 76.25 5 FOR PA KI/ & LOT 4 , All steel arts or surfaces shall be gal- 5 TYPE /CB. //NLET GRATE In p i F EL. 25 2 I ST DA/eD 4 R/MEL 75. 5o I Q I M F/,v C/- c,j 7C� 0 C,+3 / t I I vanized and coated with asphalt treatment 1 or better. DR/ W7-0 V 3 C/TY //VV. EL 72 50 I EL 79, 0' �� ` TYPEI W/�NLEr�e SDR/VOvVAY PER 73 '\� denoted DF R TO STA /V p!-j R05 i Q @ ,p/M 75.50 - ► o ✓FREE ow FOR I I �_ /wV- 2. 5 C /TY OF /2E/V TON 5'0' j I ' j ` 5. Intakes and outfalls with rip rap 1 ov£ as shall be of sound quarry rock to ST.�1/VG?X1R05 I depth of 1 Ft. Rip rap to extend 5' in PA2KIn/� �oT.@7�•zs �� a dep P P EX,/2"CULVERT �T,R o P from pipe. Rock e re ate II i all directions p p aggregate c ►� I I 5R I, 72 / to be as follows: EV/ / rnl X76= 77 I ' I 2" - 2" 10 % to 20% CB# S7A SW o. 93 i /2" 2" - 4" 20% to 40% --- T>PEIWoe4C --- I /` � I 6 � v 4" - 8" 40 % to 70 % R//Y/EL 72.05 EuvC6#7w 6Z I ( 77 - ' /NV EL �S,9O I TYI�E I NII �� �oy, r o�\' 7 shall not beVi 6. Inlet and tadjusted to finishedch basin frames and grade, @6 CLEA/vOur 77 +78 79 79I 1 79 77 NOTE: NV « C, a. until just prior to pouringof concrete /+2/ EL. 7/.65 3Tv/2" - - �_ _ _ curb and gutter. CONNECT E-X/S7-//V& AW4, 69A30 �r - _ - - � g -/VEw ,pocktlzy- oocfJ�- v �xaiY\oc/�E Qy -- - -- -- YA/?v D / , \ N 7. Wheelchair ramps shown by the symbol 1W II ,Q IA4 ELE v. 7 0O _ R/M EL 7 °O N W r 27 (.F -STD. TYPE / BEAM n CLGANOUT v. EL. . o °70 � j I I (' /NV ELe ✓. 70, ro 0 7� c M P cNEA �o�rr� ° _ �_ ,q 6 " c n�� p @ o, s /!VV F-� moo. shall be constructed in accordance with 0 I I - , 0- - -- _2 GUq eD2fl/L - -�_ - - - - - - - _ -- _- - �_ - - -_ -_- - -_ - - - -- 0- City standards. 0 OS, 0. b % l7 os. T _ t y I - os. 73 dos � • - v ' ' ty 81 �` I I I /2 LP �� 61' cMp e 2a.00°° �p os / jZ - 70- (8. Provide and maintain temporary sedimen- 2 �I / d �3 q I; //v✓ EL (04 z5 (�"GMO, al I of Ro E✓OGE I tation sediment ladenl�atercdoes1es nottenterure the �EDGGE OF I 'C}s F k � I � natural drainage system. These facili- ,� EY. ROAD< I" 2 ties must be in operation prior to clear- E isk wwkv/✓lai� Uae%r Nwu 1 �-Y I W I f� Q 0 R��a� z y � � I 1 r;, I N �0 I factorilying and bumaintained ing Suntil lsuch atime nd aass- o,' 1�' , , , .b i�c �� '� ` w�lii 3 I � � construction and landscaping are completed 2 7� 4I 7O ' \ / and the potential for ons ite erosion has � Zg ' f - � •V " � 1 1 7¢ 4 � / �'FL R. EL . 70 �0 �� I �� / � / passed. sukrAcec.o, . �CoiVC. SL.gB cW G/�.ADE� J ,, - 1 _ ,�,. Schedule 40 PVC EX• ROW , 4 , C-0 -rkOL MNW2 w� SOLID LID I \ conforming to ASTM D 3034 pr 72 %YPg T54 ' 72 " 68/ /►/OTE. J I I I qC EL. 6f3 , 00 60, gp (� I EX/STU CONC. RAVEME /V T /NFORiYl.4 T / ON D/V TN/S SN£ET _ 0\ � ' 7o /NV. EL r� ( SHALL 5UPERCEEp I-HA7' O/V �� ovE¢FLow E� �5,00 ORIFICE sl ae 2 5/e ' �5 68 ARCH/ TECTIJR.GL 5NfE7 .Q/. z V /Ve W 3 ROAD I //VVEL ;z3(6„CMP � \ , /8 L p- 6 "C MS - // p rq, N, W. O•/6 , / os. I 2 � UTTE/< EL ,5.87 /�. /1/.W 0./5 �C @ /,!//, SUQfAGFGo, F 04EANovr � a -_ ST - - -- - _ STA Sh/. 0./4• I - �I W, CLEANOC? //V✓, EL, C�-S•S PAS. OS. � P os. ------ �os. /Nv. Ft. G7,�� I -- (NEvV) 3' I ----- -L ----1--- 6- - - - -- -- - - -- - - -X-- - - `, Iy/i,/GEr A1E `. i MP c9 b.S �� /a6 TYPEZ i 24LFOF/2'Cl1�P©8, 75% INLET GR Tt I r ex �c.� 4/ LF B''C�✓J�t �3 /D. 37%a - - - - - -- -- - C' G-IOS,/N-, V. -` L _-1- 66 - / 6D¢STp `- // , II i Q lI� MH #2 6Z& _ STA N -V-E / =O _0 0 El- I//VV 81717 7, .c7A.S.W0.00 .-ST PROPER7 Y //VE o/ Bo FT IV/O SD'/5 ,EEX/_T_, r&4-Wk L HAIR RAMPWE EXIST(vY w2E ro2TELt/40>.Iel< /�J_ZEN Toly ST4/v4Po5 t Tro t3� /?E o ✓EEE /Vo7Z ,E -Sze Lk S7,-oqIVEW CO/✓C ClC/7/N � 80 - LL A SE0.07 _P F4S7A SE 0 - - _r - NT/NG / AN AZI S-M. SE-o.15 _27-48 " N o/vNP o,/ a,"C4 �TEL, 6500 C.B - VE li MP P /C �- ZLF /Z ,o� /.580 2EMovE /2"taG/1'IP 15 r �� EX/STG. SA/V. SE N/EA AI a<x EX/5T G, / EX / b (NEW) //VEw) G$'4 EDGE OF M164,/ -is -/ V R 60.4 sr ASEN, ROAD VvA Y lNV EL 5/. oo MH 3 T YP ZI-#S TYPE Z EE SHEE 7 / NEW CATC'f! GAS// C 3 !/V SoL/D L/O w/i!✓LET G„FATE NEw C8 ' 62, 0 EXIST ( -� 6 TYFE T W //VLET j SEE PROF/LE TyP� FOR PROF/L E �2.OEx/STG 64.o EX/STG / / A�� -- NE, - 0.29 I ON SHEET 2 R/� EL. �0.3 o R/.1�1 EL �0.82 S � / R/MEL• b4.38 /--------- STA.//V V EL S Cam6 //V V EL 774; /NGo. 3;?- 5.E.-0.30 TE RID/E A V 6 -S.VI/ (60 All) \ / , /lVY.><L. 62-.30 AIM ' 29 LF OF / "PVC 11,E p 1656,96 Exlsr'c EDGE I@ 6.9% I 24LF OF Q hQ, S T/IRY SEvvEFZ z I 7 1/ V EL 59 50 OF ASPfI. %loAD WAY I/2 "CMP DIZ -o Coo/ N� i NOTE \ �c`'rGiSTIL ��.'q 06 v THE 1EX/STING TLrLL�P�/orV -ELECT FOOL -ES WILL_ OE I REMOVED NEVI/ U/YDE,Q # / gar l� / I i I I �ROv/VU SE',�' ✓/C�- WILL I I FIRE HYDR A/V T N O w (A N � 4 LU 0. p F/N/Sf/E0 6RAl7E e 6- 4 ,5X Lf) N t441 ?4x _.-- --- --- I - -- by 75 70 65 c� RECOMMENDLLE Q G/t3/ �-o veal no �I QIQ) k SEE s/-I'T. 2 ,'-CUR CO/v7-11Vvfl7'.J/✓ OP/L S.W VIC TO/Q/A S 7 0) AL_O/VG /-/Ak-Z)/E A /E _ „ M P �1 �, q q 33LF of /Z c N @ c'></vrERL//VE .SCALE /16`I-IOR/ZUl n b60 h gJoW � RECOMMENDED N FOR APPROVAL rv� E , d% C"/i4l V 0 a' QI J W � I N I 0 0 � P/=1 (0o• 150 24' nF /2'G/PE 8 8. 75 A, ' FIRE HY_Q, AIVr (EX/STING O N f11 � � J SCAL E „- ' �, C / - /� . 00 Qo w W �41�� nl (k Q Q ,Q) 3 �n GSA i '2- i o f Pf20F/L E- S. W 2 ST, / = S' VEA-r, /V0. DATE RE V/S/O/V zL %-/O f3 LARK//VG LOTS RAISED /,Z- S G-/d- e5 CITY of R&vlz�oj R6urs,°w - 8.*B aczpgrRtyn 3 /0-/2-83 ,qpp C« ON UPOA76,,) T� A.5 A-ITZ,(L 6�RA06 F�6V/seo.�n ffA2�Y 4V�. WI I � w 0 J I - / 80 7 70 'w O U M w w i � � Q 3w 0 K SHEET TITLE PROJECT TITLE LU z W V Q i.��.� 11yy� W�sawra W LL Z 0 0 - LU V Cr Cr B NO 82c ->: DATE DRAWN CHECKED REVISED REVISED 5 SHEET NO OF/ 4--so-'I . If { A -1 V-144502 ;CANNED ®Gr 2 "r 2O