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HomeMy WebLinkAboutTED4003246.12REVISIONS 00 � U o� Z Y O � Z w m 3 < Q w J Q Q w _ V) Z Q W 0 IL Lo r� VJ 11: + m >F r Q 04 ('0 z W 0 Q Q (j Z Q � (n W C=Jz1L of 0) WZW+ N W �0 0Q WZ0 Q I.- 0 a� o LL Z " W_ 00 V,. 3 c 0v za v W iw �E L _5 a) E �E cN 0 0' w n L ® } J N wU0 J aZZ U o II Z Ow0 w J0U e- O F- Q 0 H z J Q w Q Q V) U N J U O J U 00 0 W z Y O w a Q ¢ � C U Q � J n- w d Q N w ~ I Q O U c� m z w 2 0 U z 0 w z ctf 0 L, cl) O 5 w U x w d 0 w V) w ��nve mIft SEC. 15, TWP. 23 N., RNG. 5 E., W.M. 1 I I I 1 I I I 59 1 I I PAD = 402.0 - 1 _- --- 1 I I I I I 1 CB#7, (TYPE I) I I I STA. 20+17.90, 16.00'R 1 PAD = 4Uq.5 I PAD = 401.5- 1 I I I H/ C.DWG. C RAMP PER _ l- -- - - - -- O.R. STD. (� 1 1 1 DRIV�WAY CUT No. F038, SHEET 1 1 I I I I (ALTTEERNATE 2) PER C09C (TYP.) 1 I I I , C.OA. STD, DWG. 60 1 1 1103LF 8" PVC I ' No. R01 N, SHEET PAD = 403.0 1 I IS=0.01.D0 (MIN),-' C09q (TYP.) J I C 1Z (TYPE I , 1 I I I I I I STA. 33+ 13.38, 16.00L 1 I I ---� ----- -------------- 1 o 0 c= i (TYP) ti ANACOOTES .1 WF _ N _' -33+00 N - S 00'13'59" E 20007' W �o0 8» I a 8»R TJ 0 1 \ 64LF 8 PVC. Qr-- - - - - - - - - - 1 i ((; #12A, (TYPE 1) 1 I S A. 33+ 13, 38, 16.00'R I I 1 �Q TYPE 1 1 I 103LF 8" PVC I I TA��1 +31.80, 16.00RI 1 I I S=0.0100 (MIN.) I I I 1 3i8 11 39 I I 40 1 I 1 41- 1 1I 1 PAD = 402.0 1 I PAD = 403.0 1 I 1 PAD 4A0 I( I I i 415 410 d' U 405 �u cli 400 W U uj J 395 U 01 NOTES 1, ALL MAINLINE STORM PIPE SHALL BE ADS N-12 SMOOTH INTERIOR WALL 20 0 10 20 40 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. GRAPHIC SCALE 3. DUCTILE IRON PIPE IS REQUIRED FOR ALL PIPE WITH LESS THAN 2' OF COVER. SCALE: 1" : 20 32+80 33+20 33+60 34+00 34+40 1 n 1 KEY MAP J)UALt : 1 = LUU N.E. 2ND CT ELEVATIONS STA, 34+ 13.77, ° AD 402.87 0402.83 PC 40.52' L, o LOT 7 © 402.97 © 403.25 LOT 60 STA. 33+88.77, 16.00' L, PT STA. 33+87.20, 16.00' R, PC E © 403.06 0 403.67 DD 402.96 1D 404.09 D n EO 402.86 4Q51 LOT 6 � 0 C B A 34+00 Z 4 + K 99 '?q tE� 12� STA. 34+28.99 �., l�,, iVAL' G o ROAD B CENTERLINE INTERSECTION = .. H CN STA. 20+88.51 ° ROAD A _ 1 LOT 5 / I J R= 25' LOT 41 STA. 34+ 12.20, ° LOT 4 41.48' R, PT n lk4m3#1411ApF�7��-�; 415 VERTICAL DATUM CITY OF RENTON, NAVO 88 CONTOUR INTERVAL = 2' 410 BENCHMARK BASE, KING COUNTY POINT # RENT1852: FOUND PUNCH IN 3" KING COUNTY SURFACE BRASS DISC AT THE STREET 405 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. 400 ELEVATION= 407.96 FEET. BASIS OF BEARING TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. A 395 CONVERGENCE ANGLE OF 00'58'30.28" 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 390 DATUM OF 198311991 (NAD 83191) GRID COORDINATES WERE FOUND FO 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 -__- D a t e Date __ Date -� RECOMMENDED FOR APPROVA BY: BY: l(j �00 uj Q Q 00 0 00 co 00 0 0 I Zz Lo I � U I C� J0wN NmZ O204Xomo �����, 3:CL u V • � � °' 4 � � au CC3 • • � � an u W Cn J Q u �Z �W 2® JW r/ P I N 00 N N L N X LL 0 0 J 07 J 00 N w rnN 0 Q 9(n3:N mIW t �arWz GC wLo<0 0 mNIII = LL-iF)(nC. 001 PROJECT NO.: 02054 DRAWN BY: .JGC ISSUE DATE: 03-07-05 SHEET REV.: 06-13-05 ANACORTES PL N.E. STA. 32+50.00 TO STA. 34+28.99 PLAN AND PROFILE 02054RD06-Cl5 N b N r > ' W .p .AW,*j A6,. R-524b22 SCANNED OCT 2 8 2005,