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HomeMy WebLinkAboutTED4003246.11REVISIONS 00 U O o Z Y O U O Z w m CD Q w o "- o V) Z 0 '1 u- � W Cr + IL I_ Q N z LL � � Q V, W IL 2z CT LQJO J WZW+ F.CL o W � _ 0 Q Wz0 Q F- L �0 LL Z U 00 3E �zQ v -- W w v a �c co vE 'E C0) ca ow L 0 O OY J N = J Z x a-0 II U Z -WO .. JUU z Q O ` �W 'ZJ QLQ -(n Q U N J U J 0 00 00 W w> 3 x x n a w a Ln o o U � J J w w J J � Q r N w F- Q cp to 0 0 U r m F- F- z z ww 00 U U z z 00 � Of o LL- LL- 00 > LLJ al F- ram- U U o o wW V)V) Of W_ HITMAN PL N.E.50 .+ d-68 02 27 49 23 R=175. 40 o / / PAD = 395.5 L=207. 2__...___ ° / H/C RAMP PER / l PAD = 395.0 I C.O.R. STD. DWG. / / 00 � �,No. F03B, SHEET � / 64 CB#9A, '(TYPE I) 0 STA. 12+99.63, 16.06'L Io 1 49C (TYP.) CB110, (TYPE` 1) / t PAD = 3970 l / 6 I �2 I I � L STA. 30+56. y�, 16. 00 L / / 1 PAD 599.0 .1 _ P4D = l o CB#� �, (TYPE 1) PC 13+D7173 -,. STA. 31 +83.27 16.001 ------�---' _ 18,99' ` / / /� ` / / 103LF 8" PVC > �( ° ` 5 S LIc / 1Nv / / S=0.0 00 (MIN.) At 5 `0 0100 ofoa ` Q 8. CO o ` _ / /� LL I fss o 1Sim I 29 PAD = 395.5 24 %� �N`1 5 o " "�IV ' TYP -4 -�_ £ a-`-_ :. 5-00 i 3'59'- - - - . 4 M ^� f00 - - 200.07' - ry �1�8 3 A - '7�s C 2b AS Cif _ /©,� i (TNJ YP. N y N N f RM M Ki + 0 t- (95 _ 8" COW W rn �_ ao / �� AGO10t0� — o TYP, `rn b=12"38'S3" Z 25 ,_. R=2 000 J PAD - ;396. 0#}��TYPE 1) L=4 .15- CB#13A, (TY E I) 1 STA, 30+56.15, 1f. QQ'i"� STA. 11 +94.03, 16, 00' i I 34 DRIVEWAY CUT - -- -------L--{ W _ (ALTERNATES) PER PAD - 395.5 C.O.R. STD. WG.#1 114, (TYPE�1,� �` I �9'L`; ----------- No.-FR-QL SHEET - - - - - - - - - 30L 12"gam C09B TYP. ISTI. 13+83.27)16.0�' i 1031LF 8 PVC = 0100 (MIN. 1 ( I CB#1 3, (TYPE 1) 26 I 4' I I STA. 11 +94.03, 16, 00 R I I PAD = 397.0 1 i 33 1 1 35 1 1 36 1 1 37 38 ' I PAD = 396.5 I PAD = 398. 0 I 1 PAD = 399. 0 1 I �AD =. 400. IPAD = 401,01 I I NOTES: 20 0 10 20 40 1. ALL MAINLINE STORM PIPE SHALL BE ADS N-12 SMOOTH INTERIOR WALL 3. DUCTILE IRON PIPE IS REQUIRED FOR ALL PIPE l!!!5 11111111 PIPE UNLESS OTHERWISE NOTED, THE MAIN WILL NEED TO BE AIR TESTABLE. WITH LESS THAN 2' OF COVER, GRAPHIC SCALE 2. ALL 8" DIAMETER STORM PIPE SHALL BE PVC ASTM 3034 SDR 35. SCALE -- 1' = 20 CSCoI O • 395 410 0 i � I I 395 •# W385 W 380 Z J U BU/LT" I 141 13�121111�10� 9; 8 1 i l 2 1 1 16 56 157 158 �59 60 4r.._. 1 1 _ 42 j y. 1 40 43 18 1� I 55 61 39 44 544 38 45 j 20 53 63 37}_ 46 i 21 42 64 36� 1/ 35 T 4T KEY MAP SCALE : 1 " = 200' �H�TM qN pL ELEVATIONS N.� AA 393.86 FF 394,83 STA. 30+50.70, © 393.88 © 394.50 A 35.58' L, PT LOT 23 © 393.89 0 394,16 g LOT 49 Q 393,79 (D 393.86 EO 393.68 JQ 393.55 o Pc=13+01J3 STA, 30+30.58, C 16.00' L, PC D ° LOT 24 -30, 00 E v, STA. 29+9640 0 ROAD B CENTERLINE I INTERSECTION = I 1 J STA, 12+82,14 I ° H _ Q ROAD A Q LOT 25 16.00' R, PT LOT 34 STA. 30+22.24, 46.05' R, PC VERTICAL DATUM CITY OF RENTON, NAVD 88 CONTOUR INTERVAL = 2' BENCHMARK l 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. 6N 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 (GPS) 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 1,000002187 WAS APPLIED TO THE GRID COORDINATES FOR SHOWN GROUND DISTANCES. RECOMMENDED FOR APPROVAL BY: ar BY: L E\� � NA L EXPIRES: MAY 6, 2007 �LO LID O 00 uj 0) Q 0 00 1E 0 I U Q I Zzc� I Lo lea ® lj.lv Z1-, .. N~Z ,gy W �ZoNXNWU m Tl- WJ U • U� ^^CCU • Jr�.�(� . � • a�i 3 Z z 0 0 W VJ N 10 W D N N 0) 04 N d' X W o Z J 000 D W IW OD N 0)N N 0 _j r W mNQO 0 —TW2 LL Jrn(na- PROJECT NO.: 02054 DRAWN BY: JGC ISSUE DATE: 03-07-05 SHEET REV.: 06-13-05 ANACORTES PL N.E. STA. 29+96.40 TO STA. 32+50.00 PLAN AND PROFILE 02054RD05—C14 C�7iC! Two- ctomwto 0 6 30+00 30+40 30+80 31+20 31+60 32+00 32+40