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Home My WebLink AboutR-436712Q0 C'7 0 W FIELD BOOK: SIJ RVEYED: SURVEY BASE MAP: DESIGN ENTERED:_ DESIGNED CHECKED: CENTERLINE A J I RAW INSTRUMENT \- D B -J '�-- C R/W INSTRUMENT DETAIL GAMMELL 1 91-94 S.B. GROSS 5/94 KUNIHIRO 99-00 NGUYEN 99—OD MITCHELL 04/00 fiz,/zcc,� I DATE W BY I DATE FED. AID No. PROJECT No. SURVEY No., AGREEMENT TO RECONSTRUCT DRIVEWAY (ARD) A ROADWAY B STATION AND OFFSET C D PARCEL NUMBER* INSTRUMENT" DRIVEWAY f 143 AR❑ #1 DW-#4 STA. 3+063.8--9.14m LT 5TA. 3+083.8--13.7m LT STA. 3+069.8-13.7m LT STA. 3+069.8-9.14m LT 67 ARD #2 DW-#6 STA. 3+190.24-9.14m LT STA. 3+ 190.24-13.71 m L1' STA. 3+208.41--13.71 m LT STA. 3+208.41--9.14m LT 80 ARD #5A DW-#7 STA. 3+208.41-9.14m LT STA. 3+208.41-13.71 m LT STA. 3+218.86-13.71 m LT STA. 3+218.86-9.14m LT 80 ARD #5I3 DW-#8 STA. 3+242.79-9.14m LT STA. 3+242.79-13.71 m LT STA. 3+255.73-13.71 m LT STA- 3+255.73-9.14m LT 93 ARD #6 DW-#9 STA. 3+267.1 1---9.14m LT STA. STA. STA. STA. STA. 3+267.1 1-13. 71 m 3+357.09-1 3.71 m 3+399.83-13.71 m 3+404.49-13.71 m 3+51 1,02-13.71 m LT L I Ll RT ----� STA. STA, STA. I STA. I STA, 3+277.1 I---13.71 rn 3+370.27-13.71 m 3+404.49-13,71 m 3+431.87-13.71 m 3+521.96- 13,71 m LT L! LT LT STA. STA. STA. STA. STA. 3+277.11-9.14m 3+370.27-9.14m 3+404.49-9-14m 3+431.87-9.14m 3+521.96-9.14m LT LT LT LT RT 0055 ARD #8 DW--#10 STA. 3+357.09-9.14m LT 0052 ARD #9 DW-#1 1 STA. 3+399.83-9.14m LT 0051 ARD #10 DW--#12 STA. 3+404.49-9.14m LT 30 ARD #18 DW—#13 STA. 3+511.02-9.14m RT 0922 ARD #19 ❑YV--#14 STA. 3+54.94-9.14m RT STA. 3+541.94--13. a 1 mR ,T " STA. 3+553.30-13,71 m eRT --- RT STA. 3+553.30-9.14m RT PARCEL NUMBER* I INSTRUMENT** 143 MPE #1 0055 MPE #8 D052 MPE #9 PARCEL NUMBER* I INSTRUMENT** 143 TCE # 1 81 TCE #4 80 TCE #5 93 TCE #6 0052 TCE #9 0051 TCE #10 0361 TOE #12 0040 TCE #13 114 TCE #17 30 TCE #18 0922 TCE #19 MULTIPLE PURPOSE EASEMENT (MPE) ROADWAY STATION AND OFFSET A B C STA. 2+991.6-9.14m LT STA. 2+991.6-14.5m LT STA. 3+056.15-14.5m LT STA. 3+335.85-9.14m LT STA. 3+335.85--12.19m LT� STA, 3+357.09-W12.19rrn LT STA. 3+380.7-9.14m LT STA. 3+380.7-10.1 m' -- ry STA. 3+386 ,5-10.1 m LT i TEMPORARY CONSTRUCTIONEASEMENT (TCE) ROADWAY STATION AND OFFSET STA. 3+056.15-9.14m LT STA, 3+056.15-12.2m L7 STA. 3+063.82-12.2m LT STA. 3+147.45-9.14m LT STA. 3+147.45-12.19m L. STA. 3+190.24--12.19m LT STA. 3+218.86-9.144m LT STA. 3+218.86-10.97m LT STA. 3+242.79-10.97m LT STA. 3+255.73-9.14m LT STA. 3+3 7 4.05-9.14m LT STA. 3+404.68-9.14m LT STA. 3+498.29-9.14m LT STA. 3+551.50-9.14m LT STA. 3+391.39-9.14m RT STA. 3+499.41-9.14m RT STA. 3+538.79-9.14m RT --STA. STA. 3+255.73-10.66m -- STA, 3+259.20-10.66rr 3+387.4-10.4m Ll f r.__._-_. STA. 3+374.05-10.1 m L STA. 3+404.15-21.33m LT STA. STA. 3+453.13-21.33m 3+551.50-10.66rn LT LT STA. 3+491.64-10.66m Li STA. 3+551.50-10.66m Ll STA. 3+56&98-10.66r-p Lr STA. 3+391.39-14.47m FT STA, 3+462.57-,14.471r RT STA. 3+492.78--10.66rrr RT STA. 3+537.3-10.66m RT STA. 3+537.3-10.66m R? 5TA, 3+556.76-10.56m RT �........ ... . _ - ...... STA. D 3+056.15-9.14m LT STA. 3+357.09-9,14m LT STA. 3+386.5-9.14m LT D D 4_. 5TA. 3+063.82-9.14m LT STA. 3+190.24-9.14m LT STA. 3+242.79-9.14m LT STA. 3+269.20-9.14m LT STA. 3+387.4-9.14m LT STA. 3+451.87-56.1 m LT STA. 3+551.50-9.14m LT STA. 3+568.98-9.14m LT STA. 3+538.79--9.14m RT STA. 3+556.00-9.14m RT PARCEL NUMBERS ARE LOCATED ON THE PLAN & PROFILE SHEETS AS INDICATED "INSTRUMENT NUMBERS ARE LOCATED ON PLAN & PROFILE SHEETS AND CORRESPOND? PROJECT RIGH-`- OF WAY !UMBERS. CN PLAN o OF RE CORD C2_71QCZ71' 400593 28-23-5--27 MAINTENANCE DIVISION No. 4 3. KING COUNTY DEPT. OF TRANSPORTATION SHEET of WA PAUL TOLIVER, DIRECTOR 12 01, OF 315sx 116th AVENUE S.E. PHASE if 28 'CGISTE' INTERIM IMPROVEMENTS SHEETS EXPIRES 3/9%02 EASEMENT/ARD DESCRIPTIONS COUNW MNMR 310-3002)