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HomeMy WebLinkAboutS-338601to NE 1/4 OF THE NW 1/4 OF SECTION 10, TOWNSHIP 23 N, RANGE 5 EAST, W.M. NOTE. o ;r $ N EXISTING UTILITY LOCATIOI1��S SHOWN HEREON ARE •�_ OJ P OPE APPROXIMATE ONLY, IT SHfTLL BE THE CONTRACTOR'S CUNDERGROUNDAND w w STA. 12+00.08 HORPLONTAL LOCATION OFR�LL EXISTING v 0 y�9�3 STA. 11+97, 5'LT UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO z ° 23p RIM = 437.45 �0 REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES v F I� IE= 430.45, 8" (S> N. L ENE, S. 200', E. 1/2, ARE SHOWN HEREON. THE ENGINEER ASSUMES NO r IE =430. , 6" N E' �- S.W. 1/4, N.E. 1/4, N,W. RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES SHOWN IN THEIR PROPER LOCATION. w w v O RIM =431 25 4E= 428.25, 12" S ` S88 °29,34„ 286.2 SEC. 10 -23 -5 NOT I ` N o _ U ` CALL BEFORE YOU DIGi 1-840- 424 -5555 N N 4' ARBED WIR 9 d <z.o5 Q z0 �0 Ilp F, / W Ill w 79, 6" $IDE SEWER UB E dl / .00 z 1 +75 6" SIDE SEWER STU` H z = Ilp p o. Ill € m ;4�� ��A E= 432.00 CL Q LOS ^ A � w Ill k al 1 +2 6" SIDE WER STUB gip' W o o° m IE 429.00 F lm { '',, 0 $ �Z m Z N Z 7-0 W Ill ' I M '' LOS 435 �� SHED W w 0-1 111 l i �� __j A� Q Ill gg i� o V +29 6" SIDE SEWE STUB + IE= 32.00 Q J z a.:.:. J T i 1 +25 6" SIDE' SEWER STUB \ W �� II ' G S� Z I Ill - " �pC 5 �3g ZI J E= 434.00 , > - O� 2 p l �� •d1s �� pry... ��l' Q .• J0�� iil 1 �F lm��l' �� l LL] I II�a 0 +40 6" SIDE r EWER ST B = I IIp�3 IE= 429.00 o U II N m ; r Q u CONNECT TO EXISTING pX x O O o SS MAIN (2 LOCATIONS) Ilpw o rW ° up Q N m Z z F� O w E-4 W a' II FF l- l 0 +60 6' IDE SEWER SUB H $ w 0 III .. EX. 0+ 4 6" SIDE SEWER STUB 11 RcM=4 .40 IE -432. � E= 434.00 � � � ` (2% MIN. PICAL) � Mw � 0 m E=427 7;, 12" 6 RI's= 432.0 1L- % O 9� EX. SS \ 1 L p3 4 RIM= 432.63. 01 1� oAA �C� x �I o _ E= 419. 8, FF l I if3 FF GRAPHIC SCALE w� w � � > "�li ti2�'tl 13" Ly ` 0 10 20 40 ` `10 z 0� J'll,n t l 1 Sa 1 h�rz Ft + d-1 -� ... 'BARBEL) p� l'dl. \ Pl• 94'4'J 2GG.05 i. \ ., _ \"^ ,� 1 Inch = 20 feet -° "'- Gf- __ h • FF 1 O T T R T ` -� o o l 2;,W - EX 10" WM 4+ 0 \ CITY OF RE TON _. -- +00 ss W ° W 250 „ ,. VUONG SHORT PLAT STATIONING STA.H91 5' RT STA. 2 +50.57 NE 10th ST _ 432'99 1 fi f ' m ' J j �0. f E. = 427.48 (S) £ RIM= 437.95 STA. 4 +29.50 CHALEN) RIM = 4..3.06 �i "`� _,-! INT'X NE 10th ST ALLEY RAM - 437.71 i.e. = 4,5,68 (E} I.E. = +18.09 (S) ; E= 429.95, 8" (N) E. = 41sss (w} STA. 10 +00 (ALLEY) I.E. = 426.46 {E} o i.e. - 415.93 (e) IE= 421.32 (EX.) STA. 4 +45.64 (NE 10th ST) e. = 426'28 (w) INSTALL INSIDE DROP Y LL i a z 0s ° O > M 440: „�. .....__.. __ .._. _........ ... _. -. -. _.... . m t^ vJ Q 3.3 8 00 W H ~ WD 90 CITY 0 RENTON ................ . _ ....._ ........_......... _........ _� M ____ ._ .._ ....................... .___ .__ ............ ...5... J Q W > 10 W M _ .. W CAP y o 5 0 5 SO �RELOCA�TED = 1.00% .......... _ _ -. ____ ____. 430 _ __ . _. GAS MAINS 199 I IN,..FEET, 8" SS (PVC) ©5 __. rtical ale feet _. __ F U) n 20 0 20 40 z NZ horizontal scale feet z 0 w EX, 18" sD CHELAN PLACE NE ti RECOMMENDED FOR APPROVAL a v w . -. -. -. .. _ .. _ ... .. -. ......... -. _. -.- . .. N- (t3 By�.�� Date ��Hr� Vo DATE 10/20/2008 SSMH 1. K STA 9+99 00, 5' LT N o o 5 JOB N0. ate RIM 437 95 . d" ` 420: Li �y, D DWG NO. IE= 421.32 (EX.) v� (+i E ate, SHEET °z 10+-00 INSTALL INSIDE DROP 11++00 12 +00 By Date 5 OF 9