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HomeMy WebLinkAboutWWP2703246.4REVISIONS 91 N U o O o N Y O U O Z � mLil w 3: J C) E a_ n U) W J_ LL �O NCE IL VJ mZ N QQ �0c~nQ m —� 0� VJ ® W I J Lo � Q 0) JFaz< W Z (n W W Uw a ocf) S4 m Wwa �zz Q L a-W N O LL Z 00 N 3E v z v _ W _a nw U \c rn� c� LaL '- N m E 'E .� C c o 0' 0 L c� 0 a=J N <z Z azo II z Nw0 O U Z O Q O ' z J a V, io W Cad 0 w c 0> > Of Z U z 3 Q Y w O d V)) v) V Q J J J J J a w w w w w d J J J J J Q O O N M N 0)0)oocaL Q CC) O O O U U U U U (.9C9C9C9C.� m oF- z z w w 00 z z moo w w Z w z w Z o��CKa' o Q ww LL- oo LL- Z75 > J of of of F-- F- U U uj Z Z ry VY 3:: a ¢ w w w cn 0 d 0 o w w w w w VN Vn Vn Vn o>»> o w w w w arrOfcc(if 1 I 1 4 5' ' o � 1 _ e 1-------� r--------------� 1 1 1 I I I I I 1 I I I I I I I I i I 1 9 1 I 8 I I 7 i I 6 1 PAD I I PAD = 403.0 I 1 I PAD = 404.0 1 1 I PAD = 405.0 1= 402.01 I I 1 I 1 1 IINV. = IN = 1 1 L 13970 I 1 398.0 V. � 1 IN I I INV 1r-396-q 399.0 f LuLV IQ a G a °4 ° Lu i x�.` E N.E. .Nth► CT 234LF 8 PVC S- r ZI a -� �x� /xy y9 �X �w Z — a 4 � 6„ pVC n 1 S= 0.020( MIN. (TYF all — — — — -- ---�— --- �` 1 IN - I , I IN = I I INV = 1 395.0 i s I I 396.0 I I 1 397. 0 1 I °� u- 1 I I I I 1 I I I I I a b 1 I I I I I I I a Q 1 58 11 1 59 1 1 60 1 PAD = 401.0 i I PAD = 402.0 1 I 1 PAD = 403. D Q' Q 420 415 410 co U 405 W CIO 400 Z J 395 V i SEC. 15, TWP. 23 N., RNG. 5 E., W.M. 19+60 20+00 20+40 20+80 21+20 21+60 22+00 22+40 22+80 23+20 20 0 �10 20 40 GRAPHIC SCALE SCALE: 1" m 20 i I 14 13�12�1i�10 8 �7 6 5 4 3 2 '1 I ! N.C. 211VB_c_f - - 15 IT 16 56 57 g 60 =41 42 17 18 55T61 �39 _ 44 W 19 54 1 62 j ! M 45 3 37 46 I 21 C✓ 52 36 - 47 � � 64 j 22 51 35 48 I �� �� 49 134 33 321 31 30 7R4CTA `Y �-�� I, low KEY MAP VERTICAL DATUM 23 24 125 '' 26 !' 27 28 29 l�►S-eU/LT" CITY OF RENTON, NAVD 88 CONTOUR INTERVAL. = 2' 420 BENCHMARK BASE. _ - KING COUNTY POINT # RENT1852, FOUND PUNCH IN 3" KING COUNTY SURFACE BRASS DISC AT THE STREET 415 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, 410 ELEVATION= 407.96 FEET. BASIS OF BEARING TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) 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, MARKING THE NORTHEAST CORNER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN. THE NORTH AMERICAN 400 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, 395 NOTE ALL WATER METER'S TO BE 1 " 390 WATER BUILT PER PLAN UNLESS OTHERWISE NOTED �ff ;--?44w" CHECKED FOR COMPLIANCE RECOMMENDED TO CITY STANDARDS FOR APPROVAL } Date BY: _ Date `j- 9-05 Date J ��A L Env EXPIRES: MAY 6, 2007 U) c�00 W > T 00 O 00 00 00 U 0 I zz o I n�C� J0wN NmZ f- Z .. ozookomo ,. W u �J U • h-4 r-I 3 Z Z � 0 W _ ac Q N Im N VJ L0 N X ZJ 000 W J ON 0 Q O Q(J)N — 2w- �0 W T � mNQ0 0 -04w2 R coat LL :lrnCo PROJECT NO.: 02054 DRAWN BY: Jac ISSUE DATE: 03-07-05 SHEET REV.: 09-08-05 N.E. 2ND CT STA. 19+50.00 TO STA. 23+24.55 SANITARY SEWER AND WATER PLAN AND PROFILE I 02054SW04-C26 /46 5-3L4b00 -C-A NIED Off 28, '0105 cz� ; s 3c'.�/l,,ot,� CG✓ AM 4ar iri W �jZ�Vi 1t?CScpN�