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HomeMy WebLinkAboutWWP2703246.6REVISIONS 00 N wo U o z Y O U O z r w m w 3 w a w c� a Q a w _ o a o V) rnW Z + U- 0 �0 Im c) QCL OQ m oCL 0 L0 cc') Q C=JQ� GQ�O JFwQ W Z W Z m a- w �cl) � CC W v F- Q Z Q Z Qcl) L 0 Q-4- I Z 00 Z U — W -0w o a) C E La ME c: C a L c� O 0 r CV �zz II = azo U �waf w z w00 z O w0 � zw w aw< Q � J U 0 Q J 0 0 0 w 0 w 0 > > z 0 z Of cc N a w a Ln 0 CDU Q C' J J J d W W W O N N W ~ I I � Q 000 r z w 0 U z Qz O z D' w o_ zw ,L Un v)p w Ld J � F- c' U <of U Q W w Un Q- V) O O Lj(nV) o a�of � I I I I 1 " WATER METER I I I I (TYP. SEE NOTE) 1 62 1 1 61 1 PAD = 40Q.5 1 PAD = 401.5 1 INV. = I: INV, = I� 11111F39 395.5 F I ' � II 4I --- --� — � 1 W W — ax t�' A 131LFl 8" =ate Wlow33foo Cn 1 ox Q oar �o 111 1 ;9 J 1 TA INv. = I I I 1 1 I I 1 I 396.0 1 � 1 1" WA TER METER I I 1 I I (TYP. SEE NOTE) I I 1138 I 1 39 1 PA6 =1 I PAD = 402: 0 I I I 140�.0I I _. I ( i 415 410 N U W 405 rUr^ vJ 400 J V 395 Q 59 PAD = 402. 0- -" 40 PAD = 403.0 SEC. 15, TWP. 23 N., RNG. 5 E., W.M. 32+80 33+20 33+60 34+00 34+40 34+80 35+20 20 0 10 20 40 GRAPHIC SCALE SCALE: 1" = 20 Q A KEY MAP SCALE 1 " = 200' WATER BUILT PER PLAN UNLESS OTHE RW I SF- NOTED VERTICAL DATUM_ CITY OF RENTON, NAVD 88 CONTOUR INTERVAL = 2' BENCHMARK BASE KING COUNTY POINT # RENT1852, FOUND PUNCH IN 3" KING COUNTY SURFACE BRASS DISC AT THE STREET INTERSECTION OF NE 4TH STREET AND 148TH AVE. SE MARKING THE NORTHWEST CORNER OF SECTION 14, TOWNSHIP 23N., RANGE 5E., W.M. ELEVATION= 454.78 FEET. SITE: SET COTTON GIN SPIKE 19.1' SOUTHWEST OF THE WEST COLUMN OF GATE, ELEVATION= 407.96 FEET. 415 BASIS OF BEARING TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. A CONVERGENCE ANGLE OF 00 58'30.28" COUNTERCLOCKWISE WAS 410 APPLIED AT A PUNCH MARK IN 3" KING COUNTY SURFACE BRASS DISC, AT THE STREET INTERSECTION OF NE 4TH ST. AND 148TH AVE. SE, MARKING THE NORTHEAST CORNER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN. THE NORTH AMERICAN DATUM OF 198311991 (NAD 83/91) GRID COORDINATES WERE FOUND TO BE 180903,998 / 1316622,321 AT THAT POINT. THE INVERSE OF BOTH 405 THE SEA LEVEL CORRECTION FACTOR OF 0.999981824 AND THE GRID SCALE FACTOR OF L 000002187 WAS APPLIED TO THE GRID COORDINATES FOR SHOWN GROUND DISTANCES, NOTE 400 ALL WATER METER'S TO BE 1" ' 41 As a UIL T 395 i 390 w3U 6 1 F CHECKED FOR COMPLIANCE T CITY STANDARDS p Date �- 7-©v BY: Date -q-o5 BY: Date i RECOMMENDED FOR APPROVAL ! 00\05 EXPIRES: MAY 6, 2007 Lo �00 W0) > 0 Q� 0 00 a I i nz o J0WN ��� N�Z AOLO X O LmU �rrI�u— V • �--� C� • r--� cn rT� Q •bb U aA V Z 0 VJ LLJ �D VJ J fi Q � � Z W Q WW R �t N i 00 N N Lo N X LL 0 O J O1 J 0)N W N ®(n3N CrTWq W®�z oz U)Q0 '0 Tc\'wT LL —1 ' co PROJECT NO.: 02054 DRAWN BY: JGC ISSUE DATE: 03-07-05 SHEET REV.: 09-08-05 ANACORTES PL N.E. STA. 32+50.00 TO STA. 34+28.99 SANITARY SEWER AND WATER PLAN AND PROFILE 02054SW06-C28 wvJ 324 12C5cr�►) c,(-AI NED OCT 2, 8 49-005 �-zD: s-3z�<.-o(--, <e,.I..-)