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HomeMy WebLinkAboutTED4003246.10REVISIONS 9, � U o z r Y O O Z mw cw.� ¢ w o m � o V) z 0 VJ 0 0 i0 EL U)z Cl� m rn z T OL �aULO J Wzz+ �... 0 N W N N ® WQ �z� W 0 L- o Q� (L)o LL z 00 N �z U a — W w �a �E � L ok •- aD E .� 0) � O aD a� J = 04 J�Z az II z vo Ow0 00 c— z O a wOw ' z w U N W U` 00 0 �w > Y O of n a w a p p U Q J J 0- a J J Q to w N h- I I Q � o � 0 �lM>- 00 F- w w Z CZ CZ U LA-u- cn 00 > w r cy r- F- U U 1 I I 1 9 I I PAD =1 '. I P, 1 402.01 I 1 1 I ' 1 12 1 I � I bv. 399, W � a b o Cn 1 '8 co W 1 (TYP.) W 1 N 89!08'0 8" co� J 1 (TY-P.) N7 777�-,�,,� i 1 f I I 58 1 1 PAD = 401.0 1 � , !" 410 405 U 400 W Z Lu 395 i- 390 SEC. 15, TWP. 23 N., RNG. 5 E., W.M. NOTES 1, ALL MAINLINE STORM PIPE SHALL BE ADS N-12 SMOOTH INTERIOR WALL PIPE UNLESS OTHERWISE NOTED. THE MAIN WILL NEED TO BE AIR TESTABLE. 2. ALL 8" DIAMETER STORM PIPE SHALL BE PVC ASTM 3034 SDR 35. 3. DUCTILE IRON PIPE IS REQUIRED FOR ALL PIPE WITH LESS THAN 2' OF COVER. 1 �14 13 12 it 10 8 71615 4 3 2 1 -CT 16 56 57 17 18 1 55 19 54 i 20 53 21 r✓ 22, 51 f5 ............ lRACTA a KEY MAP SCALE : I " = 200' 20 0 10 20 40 GRAPHIC SCALE SCALE 1 " = 20 19+60 20+00 20+40 20+80 21+20 21+60 22+00 22+40 22+80 23+20 ra)- (to (*d 415 k9 160 I 41 42 i` uj 61 � 39 44 I I 62 1 38 45 Q 63 � 37 46- "� 36 47 64�,-- 35 48 ; �49 341331321 31 30 A. 23124 125 126 127 28129 1 n 1 410 VERTICAL DATUM CITY OF RENTON, NAVD 88 CONTOUR INTERVAL = 2' BENCHMARK 405 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. 400 ELEVATION= 454.78 FEET. SI TE SET COTTON GIN SPIKE 19.1' SOUTHWEST OF THE WEST COLUMN OF GATE, ELEVATION= 407.96 FEET. 395 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 390 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 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. CHECKED FOR COMPLIANCE TO CITY STANDARDS Date -- Date Date RECOMMENDED FOR , PPR '�pr NA L 70 13t05 EXPIRES: MAY 6, 2007 cd �LO O 00 W0 r 0 >< 00 Q� 0000 0c)•.0 z Z O LO F- J0WN N�Z Z w i' 0W�NQNWQ d fr 6- ,. LL ,.. IL u b,Q a �A 4 �bb 'crj C z o_ VJ rD V L u �z D W j � J ron v IWW T PROJECT N 0 06 ro "s P4 11 N 00 N N N X LL J OJ1 ODN W N C5 Q ^ ®(n�N Ir _w- r Z Cc WL0QO 0 °0NW= I Irntoa. �.: 02054 DRAWN BY: JGc ISSUE DATE: 03-07-05 SHEET REV.: 06--13-05 N.E. 2ND CT STA. 19+50.00 TO STA. 23+24.55 PLAN AND PROFILE 02054RD04 ",'I C13 9w1 �'-(-ANNED OCT 2 8 Z00