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HomeMy WebLinkAboutzS-3386Setto 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 r u bN w t" o N O 7% y � y /W� d/ o m NE 1/4 OF THE NW 1/4 OF SECTION 10, TOWNSHIP 23 N, RANGE 5 EAST, W.M. NOTE, Ny 4 N EXISTING UTILITY LOCATIONS SHOWN HEREON ARE z z •� g PROP ERTY LI E APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND w w �3 SSMH 2 48" STA. 12 +00.08 HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND 0 0 �OJ STA. 11+97, 5'LT RIM = 433-45 43-7.53 UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES O z o IE= $z3e.45, 8" S A30.18 •, IE= 438c�2, 6" (N)4 . !JNE, S, 200', E. 1/2, ARE SHOWN HEREON: THE ENGINEER ASSUMES NO S.'W 1Ja, E. ` /eb, RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES 5 w O w •33 i �' €N. N,1ti. I- "f'J4, NOT SHOWN IN THEIR PROPER LOCATION, W r RIM -41.2 �� t 1 / 538 °29 gEC 1p_d3_y _„y,3:g -- �� N N O IE= 428.2.5, 12 w / 3? v 286.2 t \ I CALL BEFORE YOU DIG€ 1 -800- 424 -5555 o y o N k w I `,..�;' A-R D WIFE 1:'E Q Ilk t 6" $IDE SEWER UB 14-7-7 �z z Ilj % / f E 1.g Q / 6" SIDE SEWER STUB ) I E= 4322.96 o 0 �f Ilk ; 1 +2 6" SIDE SEWER STUB // ` �n W o 0 z � i iiI z I Ilj N �O yQ 5 3 a> z J/ F „.• z N; 0 = I vl W i iiI S:. D �E v w 00 C11, M F ��� III u N F - ✓/ IIIi I+L a.:.:. Q III v1 f Q �yW J �P o ur t 29 6" SIDE SEWER//STUB Q II 3 0_ 1` T 1 IE I J t +2 i x ^-o z 1 F25 6" SIDE SEWER STUB o k 32.10 it / rr z 1 / Z E-=.:.I 43 > ae tiro �5y mm cJ� II._... x' i O( Q L 0 ...0 °• Q 'j �fBfs �•.....• ° 4lG i - '��l'Q3 m .QQ W IIIo f 0 +40 6" SIDE ,EWER STUB III�3'' U Q F� CONNECT TO EXISTING o o SS MAIN (2 LOCATIONS) W �m�°l ` ( 1 cb (044,1 N 1 � ��j�N� Z� o g o W E-4 Qa' FF 0F�5 EX, B 6" SIDE SEWER STUB _ 1 8+68 6" SIDE SEWER SUB 1 IE= a 54.5 rHrE 6. H y s a j RIM = .4C t E= e . (2% MIN. 7PICAL) i) v E2, -'9 E- -427. f'I; 12" i 32, �: 3 z VUm Zlh9_t S2 40 II _EX. S LO Qnj9 =42 r 40, 12" I - 0) M= 432.63.' \ O� QQ10 irl' z x o c W a , l E_ 19.68, l Cn GRAPHIC SCALE z o a i `� �/ /„•� 6 °''i� , a 1 'pax 0 10 20 40 z —4' BA.BCD 'N: C hl 9,4 "'11266.05 TI .............. 1 Inch = 20 feel — T cl _ T 4 10T IT EX. 10" W 4+ 0 �l� ..._. " . " -- _.- --- - -. +00 �1 w `4 M1 A CITY 1 fr W 2 OF RENTON °� . , �~ 0 VUONG SHORT PLAT STATIONING J f' x`00 \ SSMH 1 `� '� .. it 1 j —�- , �._. ��w _ a =z.s>b , b i STA. q4- STA. 2 +50.57 NE 10th ST) f 9b.C�r 4,(o L + H m A3 q az7.as (53 a+„ _ ass.ac RIM =7{3`r 43-7.83 STA. 4+29.50 CHALEN) ?5,sg IN 'X NE 10th ST ALLEY a €,= as;.a1 _ {e} = d 609 (s} } IE= - 29-96, 8° (N) X 2.8, 415.68 (") 18 STA. 10+00 (ALLEY) r. - 426.46 {E} 9 Le. "' 415.93 (E} IE= 421.32' ✓(EX.) STA. 4 +45.64 (NE 10th ST) 7.E. .. 426.28 (W) LE. = ?9a'.SO (W} INSTALL INSIDE DROP ✓ W �4 oFRYa DEgS - - Simi _338602 Y Q LL 0^ a W z 06 DATE: rSrE� } m L LAND BENCHMARK 440 _ BENCHMARK SURVEYING LLC fn U) / � _ _ _ __... _._ y -_. _.. -... _ - W W WD 90 CITY OF RENTON J W 8: W M 10 "W M .. -- -- - -- W 6" C (n W o 430 n. GASOMAIES 193/ SS PVG) @ S =Tee% a 5 0 5 10 _. -.M ver sc et _ _.. ..... ...._. ...__49 . QN.- FEET,. 8 ....... vertical, ale feet 0 z w N _ 0 m 20 0 20 40 O U)Z horizontal scale feet o W W EX: 18" SD CHELAN PLACE NE RECOMMENDED FOR APPROVAL 0. a v - m _ of 00 B y+ 10/20/2008 D ATE SSMH 1 + STA 9+99.00, 5' LT N ate, s JOB NO. RIM #34 95 a5�.83 _ 420 N a IE= 421..32 8° . (N.).4F.28.1.a_... __ E..h w By, Date€ DWG N0. N E= 421.32 ✓(EX.) = - SHEET o Z 10 +00 INSTALL INSIDE DROPf 11 +00 12 +00 B Date, y 5 OF g r u bN w t" o N O 7% y � y /W� d/