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HomeMy WebLinkAboutTED4003246.13REVISIONS 00 U � o 00 Z �- Y V Z Ld m Q W Q Cl J Q ZO 0 W .� W c,4 LL 0)0 � r Q 0 cl)Q Wz =�zJ �Q>o J P Qo WZzo W0+ 0 �N WQ WWn m I- o Q •+'' N 0 I IL L 7 Z ++ N 00 W N of L V Q n :5 c0 vg _W E , .� 0' c d � �s } C� O= J CV Z = QZo II U 'w0 Z w J O V LLJ Z O DF a �O Z J a�a a � U J U 0 � a -j 0 6 o w Y O > V n a w a_ m U U Q � J W C' a _l Q N Lv F- Q U 0 U r � m 0 F- z w O U z O F- w Z (if O L,- N O 5 w F U w a 0 W 0 w x 415 1prll 385 375 I 28 PAD = 39715 I C8#1 4, (TYPE 1) i_ STA. 10+42,�5, 16�0Q'R NN II II I _ I I 29 PAA01 SEC. 15, TWP. 23 N., RNG. 5 E., W.M. Z,0ZNZ,.,�' ,°W ' -►N' 1l''_"`_�.__ 3w9_�_...N`_. o° `IIi1 {I IsI I1 'g�6'�'s��II — --�. %1 off-; �II-I I II I I - I I (►IIII i -- -�. -' o 1 I - --rI-I I II I -- -- -h_ ------21 21 31 PAD = 399,0 I 48I 47 46 I ,II II I I I II I III I I -rbII II I II I tI 4- 3— /-o- � 43 -�- -- 11 H/C RAMP PER PAD 401.0 I 1 I I 1 1 1 PAD 403.0 PAD 404.0 PAD 405.0 PAD 406 0 PA 407.0 C.O.R. STD. DWG � aNov F038, SHEET ) 03 -C09C (TYP.) 00 - ------ - - - - - RIVEWAY CUT ALTERNATE ) PER STA. 20+36 22.5' R II N G.O.R. STD. WG• IPAD 400.0 o. FR01N, SHEET INSTALL NO PARKING SION I 098 (TYP)30 CB 15, (TYPE I) I NEW BOUNDARY EXBOUNDARY STA18+50.57 16.00'L I I I rLF 2 0•%Vc�l 7—----------- 134LF 8" PVC128LF 8" P C -- '111111111111111 Q ,`►0! -- ------- - --- MINS=0.010 S=0.0100 MIN. 1 O p 0 963LF ° 12 W ° n p n p _ c ° o I N T y 10 _ 1 0 19+00 375,06 20+0 +00 } N 00 13 59 W 00 491:02 --7 -- -- - -- -- - 1 �CO N LINE, TYBREMERTON AVE. N.E. FOG ci Z 1 = r 1 5' R STA. 20+2 EX. BOUNDARY t U INSTALL NO PARKING SIGN STA. 18+,99.6, 16.0' R I EX. SECTION LINE_ Q BEGIN 4 : WHI TE FOG LINE STA. 20+ 19, 6 3.0 R END 4' WHI TE FOG LINE, 1 BEGIN 10; 1 TAPPER (ie16, (TYPE 11 480) " END 10: 1 TAPPER 1 STA. . 20+02, 83, 16.00'L 1 REPLACE EX, FRAME AN 14A, (TYPE 1 D CB # ) _ I NOTES ✓' / STA. 10+42.95, 16.00L 1 GRATE W SOLID LOCKING -� LID 1. ALL MAINLINE STORM PIPE SHALL BE ADS N-12 SMOOTH INTERIOR WALL I L I K �, �� i j O �j �! i PIPE UNLESS OTHERWISE NOTED. THE MAIN WILL NEED TO BE AIR TESTABLE. i I 2 ALL 8" DIAMETER STORM PIPE SHALL BE PVC ASTM 3034 SDR 35. 1 20 0 10 20 -- — 40 ir�lr--■�- i� GRAPHIC SCALE SCALE: 1' = 20 1 n 1 KEY MAP 3. DUCTILE IRON PIPE IS REQUIRED FOR ALL PIPE WITH LESS THAN 2' OF COVER, w Ali rr -% 415 VERTICAL DATUM_ CITY OF RENTON, NAVD 8,0. CONTOUR INTERVAL = 2' BENCHMARK 410 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. 405 ELEVATION = 454,78 FEET S1 TE: SET COTTON GIN SPIKE 19.1' SOUTHWEST OF THE WEST COLUMN OF GATE. ELEVATION= 407,96 FEET, 400 BASIS OF BEARING TRUE NORTH, BASED UPON GLOBAL POSITIONING SYSTEM (GPS) LAMBERT GRID WASHINGTON STATE NORTH ZONE 395 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 390 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 V V COORDINATES FOR SHOWN GROUND DISTANCES. 385 NOTE: i TO VERIFY DEPTH OF EXISTING WATER co MAIN AND COORDINATE WITH ENGINEER ANY STORM MAIN W380 CROSSINGS PRIOR TO INSTALLATION OF STORM. LLI Z. = CHECKED FOR COMPLIANCE RECOMMENDED F- TO CITY STANDARDS FOR APPROVAL _ '/ Date BY: `' . bw� 0or Date BY: -- L0 0000 W >Q 00 o 00 � °O °� W U ' � Z .. LO J0 N 3 N�Z 1-- � ozookomu N < I N Lu w < rr a LL a- u • �--� • r-j ct � j V� c� r 1 W •� PROJECT NO,: 02054 DRAWN BY: Jac ISSUE DATE: 03-07-05 S H E E T REV.: 06-13-05 /BREMERTON AVE. N.E. STA. 17+92. TO STA. 21+50.00 PLAN AND PROFILE 02054RD07—C16 17+60 18+00 18+40 18+80 19+20 19+60 20+00 20+40 20+80 21+20 Tfp -Ida -1:Od X#MM jj* # ,110�i R - 324b23 '� r. _, 4;r,ANf +:0 OCT 2 8 2005 04�>: / `?2406oJ