Loading...
HomeMy WebLinkAboutTED4003246.22REVISIONS 0 N 0 U 0 a N Y O U O Z ~ w m i,i w cD 3 ¢ w ¢ J ¢ d 2 Z O z Q V J IZ iz I 00 I— m Oo F (1) W� U =Q�0 Iz Z Q W Z IL F- �z � W � E ® � Q W W I- 0 0-4- (D LL Z 00 Z U r: W _a �w I C a C E Q) m .� c 4 Q' c O m c� O= J J p Z ¢Z II U cr -ZO Z - _00 Z D ¢ p �O �Zw aL_a J U O 0 0 0 w 0 Y O > 3 a D a w � O cc V Q w J w C- m Ld o z w 0 U z 0 w z cl� o LL_ F o > >- � F- U Of w d 0 w V) w SEC. 15, TWP. 23 N., RNG. 5 E., W.M. VERTICAL DATUM CITY OF REN TON, NA VD 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. SITE: 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 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 DATUM OF 195311991 (NAO 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. it BCC/LT" RdP24b�1.• CONSTRUCTION SEQUENCE SEE SHEET C04 NOTES 1. CONTRACTOR TO MAINTAIN ACCESS TO FUE VUE PARCEL AT ALL TIMES, ANY CLOSURES OR INTERRUPTION OF ACCESS TO BE COORDINATED WITH PROPERTY OWNER. 2, THE GEOTECHNICAL ENGINEER SHALL DETERMINE THE SUITABILITY OF THE ON -SITE STOCK PILES PRIOR TO BEING USED FOR ON -SITE FILL. 3. A DEMOLITION PERMIT IS REQUIRED FOR ALL STRUCTURES TO BE REMOVED, PERMITS MUST BE ISSUED, INSPECTED AND FINALIZED BEFORE THE PLAT CAN BE RECORDED. -AND INTERIM SEDIMENTATION PROTECTION PER DTL., SHT. CO3 TEMPORARY ROCKED CONSTRUCTION ENTRANCE PER DTL., SHT. CO3 INTERCEPTOR SWALE PER D TL., SHT. CO3 ROCK CHECK DAM PER DTL., SHT. CO3 X X X SIL T FENCE PER DTL., SHT. CO3 12" STORM =' LIMITS OF DISTURBANCE 396 PROPOSED CONTOURS EXISTING CONTOURS CHECKED FOR COMPLIAINCE TO CITY STANDARDS Date --- --- Date - _— Date RECOMMENDED FOR APPROVAL BY: LZOLOF BY:- J � V G\� NA I. �N (ot 0 EXPIRES: MAY 6, 2007 Lo (A 00 W 0) > Q T Q 00 CI 00 00 0 I ZZ Lo IWU LZf-0 Jowcv c\IU5Z ui ozooxomo �LL�� u �J �-1 uto , �-�I W • � Z Z O o� Q N m 010 W N N rn V ♦ Lr) q n X LL o � Z J OD D W J 0) N IW ® jjJ N 0 a^ Ir "r �®�I1J T it LLI►nQ0 0 1)NW2 I LL -15) rpROJECT NO.: 02054 DRAWN BY: JGC ISSUE DATE: 03-07-05 SHEET REV.: 06-13-05 TEMPORARY EROSION /SEDIMENTATION CONTROL PLAN 02054TEOI -0O2