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HomeMy WebLinkAboutzS-3328SetSE 1/4, NW 1/4 SEC. 5 ,TWP.23N ,RGE. 5E W.M. r 308 LFt NEW 8" D.I. WATER MAIN TO BE INSTALLED BY CITY OF RENTON EX. 6" STEEL WATER MAIN TO BE ABANDONED �, r ;SOMH ------ . 9 RIM = 240.88 0 I.L 24" INV (E) 23606 RIMtI - :4" INV (N) - 235.60 .f4 INV ([t2 ) 236.60', I. 24" P.01 'N' = 235.15 -1 14 INV (S) 235.50 V4" INV (W) = 236.40 :' I 0 +00 I NE 24TH ST. ssMH M 240'5 yc, ti= 12 INV (E) 2,53.31 3 +22.74 NE 4TH ST,= ,z INV N) = z33.2s 0 +00 JONE� AVE. NE , ( o CONNECT TO EXISTING - - e r - ' wV (E) 234.97 ti �-Ex. s'- wATiRrnyn s WA TI MAIN �_- t aO A 2 - s3esa - e -:47 7717 I Z f ;, �._ Ex Row 1 +a9IIE H- �TRE�T z +oo -- - —\— - �" - - - -so -- -LX_ ROW / GRAPHIC SCALE I W 10 o 10 20 40 II I N_ L` %_ 1� ✓� \ a 24��:" / - 'o I- INCH =20 FT. 13 LE 8`.Pt<G ' J I Of I I, - . _ 1 4 ✓ _ - �-ss y' S5 I , Cn I I 24 IR _ PROPOSER STO M Z 238 T -— ��q DRAINAGEI( ) - -- Q ~ H I \ \' R`EMOyE 'EXIS N�K I \ \ \ \ \ y . y 0 +06.6, R I \, Wi4TER\ M3ER \\ \ \ \ y \ LLI o SSL +� ss i� es§ �� 6SeL y �� - l ��s'BSBL a, ` ~ - Vrwarl - -- -- o tF- 3o II,fs,. \ ---- - - - - -- m z \ \, \ S (STUB\ SS STUB LL 22 LF 8° \ 0 to I I I I +51.5, R. 0 +94 RT. y f JS STUB 0 I I ? - - - - -` I INI. 2% S PE MMIN. SLdP 2+38, RT. L. ?�' II J F ' O \I -r r INS.IE 238.\\89 . MIN, -IE �35.7� W ° ° MIN -. 2% SLOPE '� /. MFR /W /S CB SUMP MIN: IE 2�35.7g / OLID LOCKING LID m W w 258 COR STD. DTL 8082 (TRP.) W RIM 2431 r 3� \\ IE 241't I a m I I \ '�ml EX. ..HOUSE (1/1 a TO REMAIN �� ��. I\ ,, �J . V "�..:\ \ \�e�8 • .'ll : 1 LOT 4 i W 1,184 sf Fool pr,nt I • LL Y W LL I - -- y o W e W W W �^ r \ \ EiartR MIN FF = 242 `'Y \ of rREAM ,a a a EX. EDGE o �I EX FF - 257' \I r� \ o . \ w s 17,451 SF ' I Q � N OF PAVEMENT oo \ 0l._.\. I, m I \ \ iZy\ \ LL\ C \ . +,1\ Z ZN b ; I\ m LOT 2` rr''��, \ LL�� y W �1 IJ w m " ` I m I MIN, F'F = 244 `\ s \ \ eils,iNC vir rEArtD y ` \ y 90 LF INFILTRATION m �1 \W TRENCH, Iv Z W o mu o I I. , OrI 10.11SF \ \ \ W ? SEE NOTESI &DETAILS Im ,I r-a l I \ I`, r` wErwNO. \\ SHEET C5 +I W FyAGGING \ 0 ; NI a Z i I 5.9 0 5F me \ \ \ I of c I r Z LLI O '� I + / 20 BSBL 20 \BSBL"{ \,\% \ \ - ' N >. a � Q i I 3 I } Z --\ � � 50 LF. DISPER91bN< u \ W ° �� \ . ` TRENCH \ LL \ W \1\ bV�" 11 ycA } V) SEE NOTES 8c DETAILS jo U�rs' \ \� �` Y r', / W I w Q SHEET C5' \ Z � v . - - -- `.5LBS��, _i�3g,_ \ \ `W... 40 W y o �. \24 �_ Nom\ EX ERGO - - - \ - y) 1 \ X90 LF INFILTRATION \ \4 I• W \ \\ �. > I OF P4VEMEN r A r A ,.r.- '�'�'- I ,VE: _ '/ �I " I = I nl TRENCH. \ ^ _ I I I\ m SEE NC)T €S &' DETAILS \ N 7/ �� \ 1.. m J I S}EET C5, Q \ \ Sg 45 LFX DIS kTkAILN p Y `y \ iWr W \ N L . a \ W \ \ _ l n, 6a LET 3SEE NOIES\& 26� - - _ 16 L 6' WN FF = 260 \ST C5 � I 1 / I SS STl7g 11,155 SF SS 1 d¢9, RT \ \ y S MIN. 27 APE �- MIN. �E 251:28R $' BSBL _ �- ,\\ 0' \ 1 +84 NES A E. NE L SSL -1 0 +00 I 1 F I NOT :`NEW 8" SANITARY SEWER FROM SSMH 1 EO M BY DEVELOPER t'' TO BE INSTALLED AFTER THE COMPLETION OF TH FSG NEW 8" WATER MAIN (JUNE 4UGUST 2006) I N � C a m ' '3RBCOMMivn131) _. FOR APPROVAL 1� BY fff� B /lo %G N BY nn a paK X. pl BY nATF_ M' pF ASy/ MXP N w' �., ROBERSON SHORT PLAT 11 -2 -05 1 " =20'� CITY OF G@O�atdlm CALL 48 HOURS cG\MXP . ' SArIR`/ op;," cb & WATER PLAN i TURAL BEFORE. YOU DIG , , RE `AOec 1505RWMailStreet f At 1- 800 - 424 -5555 MXP Ar° E DATUM planning /Building /Public Works Dept. 2004• -2554' ° Issaquah, WA98027 EXPIRES 12/29/07 F NOi ONE Fldl a (425> 837 -8083 NO. : : REVISION BY DATE APPR MXP C7 "C0R01NGY e,eu C7 -8 C.D �b,1-'S'Stbo 1 -=' 4CANNED OCT 2 7 290IIAHN NJ N A A CD : 5 -S32bo 1 CSawew�� ROILL 21.0 FR �n s, k a " , F_ cis C.. 0- Q_ W L� z Q C) n a rr O z O U3 W m rr a a 0 0 s 3 a eoDatuml. VEY- CIVIL - STRUCTURAL SE 1/4, NW 1/4 SEC. 5 ,TWP.23N ,RGE.5E W.M. O LOT 1 MIN FF 255.5 mI W ' wlcl. v Z N Q O N UJ N o w + I W PAVEMENT : NI4- I Z Z M o EXISTING EDGE OF o U c_o_ V_ 250 o 04 UN _ 250 � _ _. _ _ N O n N MOIW 7 m N PROPOSE \ r- -- EXISTING GROUND FLOWLINE +_ EXISTING EDGE \ LOT 2 MIN FF 244 RIM 40.75 33.31 & CONSTRUCTION LI WAY I . 0 PAVEMENT -------- 12 IE N) X3125 LOT4 MINI FF 242 j �I CONNECT TO EXISTING 240 SSMH 1 _ _ 240 RIM 250.50 O 2 CR _ F CL - 0-75'- _ _.. _ E IN 242.55 SEE SSL 1 PR FILE �C ® -�!) - __ -_ __ -_ -_ CLEARANCE IE OUT 242.45 OM SSMH 2 8 ", , I I PROPOSED STORM DRAINAGE 2.59' 5 EARANCE 2 59' --------- 4 _24"_ a RCP r -- .�� I L :3 CLEARANCE 3� EX. S MH - _ I ZIM -iE ? 235 60 RIM 243.55 - 230 __. r t a._ zss a 12' IE 3437 _ _.. - - - - -- — —a - -- -- - - - - -. .. - --230 (IV) 2 v O m. O 0 rl Oj OI O O' O Cnl zI °; 6. 6I °! d°-i ° a' �' vl vI as E N. N N; N'. Nip N NI N NI NI NI NI N Ni NCI NI, NR I . 0 +00 0 +40 0 +80 1 +20 1 +60 2 +00 2 +40 2 +80 3 +20 4TH ST. PROFI CALL 48 HOURS BEFORE YOU DIG 1- 800 -424- 5555 0 +00 0 +40 0 +80 1 +20 1 +60 SSL -1 PROFILE REVISION I 7 Tm - 1 �. GRAPHIC SCALE 10 9 to; 20 40 1 INCH, =20 FT. :. HORIZONTAL 2.5 0 2.5 5 10 r�— 1 INCH '1 =5 FT:' VERTICAL