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HomeMy WebLinkAboutS-32460Di n C'4 ° rn N 3 REVISIONS 1 1 TJi STA. 23 +14.32, 12.00' L W Z U- 1 0 L0 0 Nf cc 1 -- LL N Z 1 1 m I it ° F-Z E I m 0 �- iC 1F� 1 �I 1 gIII O Q 1 PAO I II 1= 402.01 ALLA77ON OF WATER LINE z -1 N w ° J v + r J F < z< v Z �3 LL 1 1 INVr39 L F w H 3 1 N ! w w< Z v� Q CID 1 �1 IQ-W 49 Z. = o W' 80T. VJ LL Z , y 00 _�t :u r 3 Q Zw J r 0 If — - mE 1 TO o d 1 395.0 1 I 1 I a 1 1 < pg ° 1 58 1 ' PAD = 401.0 420 b 04 g 2P " 415 J U Q 410 6 L� J J J J J w w w w Y V 05 1� w a W J J J J J a ¢ W O O N N '^ o) 00 010 O 'o 0 V, LLJ U U U U U r AAA W cri 395 U w w 00 �► Z Z U U oo ��ZZ 390 o a 0 W o o 5 W> ->- }r SEC. 15, TWP. 23 Nv, RNG. 5 E., W.M. ......... .......................................... . ....... STA. 21+00.28, 12.-0 62 L Z 2° STA. 23 +14.32, 12.00' L W� Z 1-8" TEE (FL) -- - -" 104LF 0.073 /A •B W/CONC BLKG. AND COMPACT ROADWAY M TO FINISHED GRADE.2 u Z 3-8" GATE VALVES {MJxFL)' IRE EXCAVATION FOR ©.:. ° . �, 397. N A-01 H2 E ALLA77ON OF WATER LINE z -1 N w ° J v + r n ��F- >MU FINISHED EXISTING Z ¢� ..- .iiiiii ®.�._. °-.¢ N 2 0 o Z M II ` GRADE GRADE EXISTING CENTERLINE ELEVATION IQ-W 49 Z. f¢-2 A•B 39y 13 E IE 8" (IN) E 394.56 A•$399 13 N IE 8 {IN) N 39456 A "39v.66WIF R . tOlIT) W a PROPOSED FINISHED �.CENTERLINE _ELEVA77C 1 - - -- - - - -_ ? ~� ........... nzc>_ na ° ` ... .... .... ... ..... ..... - ......... .. ..... ....... ... ... ... .. ...... .......... 187LF8 DI-P. - - - - - 6 CLEAR COVER MIN. (maul 1 - -247LF 8 " U.Lr_,_. -- - ` Z 2° STA. 23 +14.32, 12.00' L W� Z g„ PVC S -- - -" 104LF 0.073 /A •B W/CONC. BLKG ........ ............. ..... 234LF 8" PVC .. q IE 8 (OUT) W = 397--95 397,35 W A -e- to Z O C� sin^ m+ E^�-` ®al� 397. N A-01 H2 E Q:n wr �•h �NO^i n ��F- >MU IMF- N �Nm .........� Z ¢� ..- .iiiiii ®.�._. °-.¢ Q .�.� ^n°;0.......__. N Z.."'.o V z II IQ z li...... .___. .._....... �n Z M II ` 0" o? II � ti z M > o SSMH #7 ABRIM #Ozt.66 EXISTING CENTERLINE ELEVATION m y° v> _.__ .. .. ........... A•B 39y 13 E IE 8" (IN) E 394.56 A•$399 13 N IE 8 {IN) N 39456 A "39v.66WIF R . tOlIT) W a PROPOSED FINISHED �.CENTERLINE _ELEVA77C 1 MIN. V II ` Z 2° STA. 23 +14.32, 12.00' L W� Z N.E. 2ND CT (STA'. ,22 +'45:'76 1000 ..... I BREMERTON AVE N.E.) 1 -8" TEE (FL) ? h ¢ W/CONC. BLKG +? +� 3 -8" GATE VALVE (FLxMJ) N w N w MIN. J HORIZONTAL 1 °:, = 20 VER77CAL 1' = 5 � 1-8"x6' TEE (MJxF 19+60 20+00 20 +40 20 +80 21+20 21 +60 22 +00 1 -6 GATE VALVE 23+20 AB 2It9d91 57,09 R 14LF 6 D.I.P. 1 -5 1/4 ,MVD F.H. STA. 21191-665.66Lfi` SSMH - -No, i] ...- ._.... W/CONC RKG .._.. m RIM 485-95 '/06.12 A a Rl IE 8 (OUT) W = 397--95 397,35 W A -e- rn Q >MQ o ? II IE 6 IN N E - 398:85 ( ) (LOT 2) 397. N A-01 H2 E J HORIZONTAL 1 °:, = 20 VER77CAL 1' = 5 � ZI 19+60 20+00 20 +40 20 +80 21+20 21 +60 22 +00 22 +40 22+80 23+20 Rl FR - A.0 / I OFD@ 'p c 1 -- SAL - iL Ors�05 EXPIRES: MAY 6, 2007 30 1d W0 0 >Q r OD 0 <3 2 %WU 20 a o zo ao DOWN cVF0 Z F- Z .. ozookomo GRAPHIC SCALE ¢ 6- It IL 'S a- SCALE: F =20 btu I I cd 0 14 13 12 II 10 8 7 6' 5 4 3 2 :; 1 ,(,} ^CIS - C -- -ALE- h Q`v, • yW��/ • � y Ln - 17 56 57 a 9. 60t, . Ir 41, . 42 , ,j t ^ —i U to to 19 55 61 39 44 19 54 62 38 45 PO 53 63 37 46 1 �j ;- > 64 35 48 - '22 51 I S0 49 34 33 32 31 30 1 II macs 3 ICJ 23 24 25 26 2T 28 29 �A a»Ali KEY MAP S -e/L T SCALE : i" = 200' VJ CsX.D ; ' • sr ® N VERTICAL DATUM m N p CITY OF RENTON, NAVD 88 CONTOUR INTERVAL = 2' arcimE° J N b 420 BENCHMARK I �h< I�NAL (� v y 616 2� XX •e ,y BASE: a Q $ KING COUNTY POINT # RENT1852: Q 0" FOUND PUNCH IN 3" KING COUNTY SURFACE BRASS DISC AT THE STREET �n INTERSECTION OF NE 4TH STREET AND 148TH AVE, 'SE MARKING THE v+ P p 415 3 N 5. W.M. U o W NORTHWEST CORNER OF SECTION 14, TOWNSHIP 2 N., RANGE E, Z J o 1 ELEVATION- 454.78 FEET. J N Q7 N SITE: W N SET COTTON GIN SPIKE 19.1' SOUTHWEST OF THE WEST COLUMN OF GATE. pN3N Q, 410 ELEVATION = 40796 FEET. Ljs BASIS OF BEARING -� �J, j ¢ U) <O w O mccv¢O TRUE NORTH, BASED UPON GLOBAL POSITIONING SYSTEM (GPS) a L.L IL _3 rn m IL LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. A. 405 CONVERGENCE ANGLE OF 0058'30.28" COUNTERCLOCKWISE WAS APPLIED AT A PUNCH MARK IN 3" KING COUNTY SURFACE BRASS DISC, AT THE STREET INTERSECTION OF NE 4TH ST. AND 148TH AVE, SE, PROJECT NO.: 02054 MARKING THE NORTHEAST CORNER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN. THE NORTH AMERICAN DRAWN BY: JGC ® DATUM OF 198311991 (NAD 83191) GRID COORDINATES WERE FOUND TO BE 180903.998 / 1316622.321 AT THAT POINT. THE INVERSE OF BOTH ISSUE DATE: 03 -07 -05 THE SEA LEVEL CORRECTION FACTOR OF 0.999981824 AND THE GRID SCALE FACTOR OF 1.000002187 WAS APPLIED TO THE GRID COORDINATES FOR SHOWN GROUND DISTANCES. SHEET REV.: 09-08 -05 395 NOTE: ALL WATER METER'S TO BE I" STA. 19+50.00 TO N STA. 23 +24.55 a ° 390 WATER BUILT PER PLAN SANITARY SEWER _ AND WATER UNLESS OTHERWISE NOTED FLAN AND " o' 0%// / .a // PR6RiLc ..mop ,loop~ w — ®-w 020545W04 -C26 CHECKED FOR COMPLIANCE RECOMMENDED T CITY STANDARDS FOR APPROVAL Date BY: Date 1-9-06- BY: C26 Date SIUNER A3 .S 324bo� SCANNED OCT 2 8 200 ca : s• 3z:�looLJ C<v) $&'01 W.324t1OCWN)