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HomeMy WebLinkAboutTED4003246.9REVISIONS 00 U � O Z w Q o Y o 0 mCD J a EL � Z Q of o w i 0 0 Z0 W LOJ 0 c° I� _ 0 Q fr IZ �-m0Q �DQZ Q N� � C_C LQZO W JPWQ WZZ+ W 0 �T_ IZ Q �Q� �F0 LL Z " 00 o �- Z Q 2 �w -W D_ d _E � L = av m F .� .� 1I cN C0) a L 0 O=J N Ic)(ZD = azo II zU)wo JZOV Z O H Q O Z J w Q Li Q - U U J U 0 -5 Q J U' w w > > z 0 z 3 U � Q � J J J J Q M W �,�'T, F- � < ca z z ,J 'U zz 00 LLJLLI Of 0 �LL_ F 00 > w U U loo4lilin 00 w w V)V) crry e U 400 395 W co Lu J 390 = 385 SEC. 15, TWP. 23 My RNG. 5 E., W.M. MATCH LINE SEE SHEET C13 PAD = 402.0 - -- - - - - ------� PAD 40-1.0 I I I 1 21 21 ' f' a _ - I �I - { 1010_ PAD = 401.0 �, �� 1. �' o ° L 1 4. 1 1 s I `r �I 57 I , L PAD = 400.0 I 55 -------- - - - - -- -. CB TYPE 1 1 PAD = 398.0 1 1 1 1 - - _ STA. 18+65.04, 16.00'R I 1 �; TYPE 1 F ---- -- - - - - - - I I 1 STA.18+65.04, 16.00L I I 00 I_ - - - - - 1 - Iu ti ry -------------i N I I I 54 1 � I ZI 1 1 PAD = .1 PAD = 399.0 39701 11 "s 3 kF 1� �a=90 38 20 I I 77LF 8" PVClow I I 1 R=46. 00 S= a o 100 MIN. I 1 1 I A� L=72.77 I I ( ) 1 PAD = 400.0 ; i I \ 0 r (TYPE I i) L-- I I _ -------------- - �: STA`. 17+89.27,1 16,00'R I I i,1-1 1 r 1 u (T,YP) - (TYPE 1 -- 8- 1D u, 12 0 -� oo, C� + 1 16 0 R PAD = 399.0 - _- _ H9LF° 15 �� 5 116 AS ASr E f' DRIVEWAY CUT Z (ALTERNATE 2) PER p° ' C.O.R. STD: DWG. - ,1gfao , . S = 00'13'5" W 1212T No. FR01 N, SHEET C09B (TYP.) \ m 1 r - - r - - - - - - - - f ; 0 8" C° I WHlTMAN PL N.E. 8" Co 3�Aa cn -�- - T 1 - ° rn STA.18+20.75, 16.00'L cif ..o©� _ I IN �� 98LF 8" PVC 9�0 \ I INV. - 1 RIM=.398.5:2 399.29 AS /. -- - Y 3 1 - - - - -- - - - - - - - 3g3,5 _ LE. 12" SW= 3g3,S0 B _ _ _ - - - S =r0 (Mlhh)- - -- - - - - - - - Aj LE. 12"'NW=3g33 $93•�" - _ _ I - 1 . ���� CB#4A, (TYPE 1) a= 1 25'46" 1 I ABLE. 8" N= 393,93 Al z"r . - C /,,�'1`YPC,1). �9 S1jA. 16+71,00, 16.0 'L R-�150.00 1 - I I S A.17+89.27, 16.000 L w _-- = -, - - I L- VJ--- - 13 -- 4,,, _-i ._� I f 15 _ --a I 16 11 i 17 11 1 18 I I I 19 1 PAD 399.II - PAID - 396.0 j ( I PAD = 399.0 f..- I PAD 39&0 I PAD = 397.0 I I PAD = 397.0 I i I (__ ----------------� CB#5C, (TYPE - - - NOTES - -- I STA:18+ 19.81, 53.73'L -------------- --- 79rnfi AB I 1. ALL MAINLINE STORM PIPE SHALL BE ADS N-12 SMOOTH INTERIOR WALL 3. DUCTILE IRON PIPE IS REQUIRED FOR ALL PIPE 14 I I.E. 12" SE=3�-3F 39-V yI AB PIPE UNLESS OTHERWISE NOTED. THE MAIN WILL NEED TO BE AIR TESTABLE. WITH LESS THAN 2' OF COVER. PAD = 398.5 I I.E. 8" W=394-�z9- 39 03 N w R8 LE. 8" N=3�9 A-Vt -; AS - --- 2. ALL 8 DIAMETER STORM PIPE SHALL BE PVC ASTM 3034 SDR 35. 19+20 18+80 18+40 18+00 17+60 17+20 16+80 410 20 0 10 20 40 GRAPHIC SCALE SCALE: 1" = 20 1 n 1 KEY MAP SCALE ; 1 " = 200' "AS-e[(/L T " R-32461 F 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, SI TE: SET COTTON GIN SPIKE 19.1' SOUTHWEST OF THE WEST COLUMN OF GATE. ELEVATION== 407.96 FEET. BASIS OF BEARING TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (CPS) LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. A CONVERGENCE ANGLE OF 00 5830.28" 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 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 1.000002157 WAS APPLIED TO THE CRID COORDINATES FOR SHOWN GROUND DISTANCES. CHECKED FOR COMPLIANCE TO CITY STANDARDS -Date- --Date _ Date RECOMMENDED FOR APPROVAL BY: BY: N.A L EXPIRES: MAY 6, 2007 Oj00 j 0)0000 0000 00 0 Z LO Z1--0 U J0WN I- Z 1-11% . , NI jZ ,-, W a0o'Z°ONX�WU L gfrL'LL WJ U ' r' Z Z 0 W a N M� W N N ��^^ � W N X � JIL Q W O O Im Z -1 07 D W J 00N W N 0 a^ cr -1 - }�}- I W �OJZ WOC WLoQO 0 mNIII 2 LL .JOmQ_ PROJECT NO.: 02054 DRAWN BY: i0c ISSUE DATE: 03-07-05 SHEET REV.: 06-13-05 L WHITMAN PL N.E./ N.E. 2ND OT STA, 16+50.00 TO STA. 19+50.00 PLAN AND PROFILE 0/ _-41RD03-C12 C12 y b g o � � b O N r W N -re-o- Ora -J&*d Ali inn? A':►�-324b1�