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/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / EB 5025+00 N10° 15' 29"E 91.33 N82° 46' 11"W 11.67 N09° 47' 30"E 16.46 N03° 58' 08"E 0.21 S82° 45' 57"E 11.69 N03° 59' 25"E 0.02 N01° 22 73 S88° 08' 16"E 41.20 N01° 51' 44"E 8.62 N03° 48' 26"E 0.02 N09° 52' 42"E 18.89 S82° 46' 55"E 3.67 N10° 30' 29"E 27.68 N09° 52' 42"E 11.61 RIGHT-OF-WAY CURVE DATA NO. 1 2 3 4 Δ 000°37'47" 005°49'22" 006°04'16" 005°21'51" R 5000.00' 1805.00' 1710.00' 1945.00' T 27.48' 91.80' 90.68' 91.11' L 54.96' 183.44' 181.19' 182.10' NAGLE/CASSEDAY CRAWFORD/MCCABE THOMAS/STUMPF D. THIBODEAU 1" = 20' DOWNTOWN REDMOND LINK EXTENSION RTC TO DOWNTOWN REDMOND RIGHT-OF-WAY PLAN EB STA 5023+00 TO EB STA 5028+00 L90-RPP107 04/02/18 No. DATE DSN CHK APP REVISION SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: CONTRACT No.: FILENAME: SCALE: DRAWING No.: SHEET No.: REV: LINE IS 1" AT FULL SCALE DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 03/29/18 I 11:45 AM I CRAWFORDM C:\USERS\CRAWFORDM\DOCUMENTS\RLE\SHAREPOINT LINKS\DRAWING\RLE-L90-RPP100TO159.DWG RLE-L90-RPP100TO159 LOCATION ID: RFP SUBMITTAL INTERMEDIATE R E G I S T E R E D S T A T E O F W A S H I N G T O N D A N I E L A . T H I B O D E A U 20 40 SCALE IN FEET 0 10 20 SEE DWG L90-RPP106 PRELIMINARY ENGINEERING NOT FOR CONSTRUCTION SEE DWG L90-RPP108 N CL EB TRACK CL WB TRACK PRESCRIPTIVE ANJUMAN-E-BURHANI R/W NO. RL107 [PHONE REDACTED] FLICK THOMAS L+MOLLY T R/W NO. RL108 [PHONE REDACTED] SOUND TRANSIT R/W NO. PARCEL NO. (TAX ACCOUNT NO.) OWNERS PARCEL AREA SQ. FT. FEE TAKE SQ. FT. REMAINDER SQ. FT. GUIDEWAY/ PERMANENT ESMT SQ. FT. TEMPORARY CONSTRUCTION ESMT SQ. FT. KING CO. RECORDING NO. 1 RL106 [PHONE REDACTED] SEE DWG L90 - RPP 106 2 RL107 [PHONE REDACTED] ANJUMAN-E-BURHANI 30,808 %1,976 3 RL108 [PHONE REDACTED] SEE DWG L90 - RPP 108 SE 1/4 NW 1/4 SEC 14, T 25 N, R 5 E; W.M. WSDOT LIMITED ACCESS ROW (TYP) SEE DWG L90-RPP140 MICROSOFT CORPORATION R/W NO. RL106 [PHONE REDACTED] % = TEMPORARY CONSTRUCTION EASEMENT x = TEMPORARY ACCESS EASEMENT @ = TEMPORARY CONSTRUCTION AND ACCESS EASEMENT EXISTING WATER & SEWER ESMT AFN 20100517001868 CITY OF REDMOND ROW EXISTING WATER & SEWER ESMT AFN 20100517001868 EXISTING 10' PUBLIC UTILITY EASEMENT AFN [PHONE REDACTED] EXISTING ROAD ESMT AFN 5237603 48' 20' 30.00' 38.00' 44' 30' 30' 79' CURVE #2 CURVE #1 VARIES VARIES 19.03' CURVE #3 CURVE #4 75.81' 19.62' 8.48' 567.22' 74.67' 107.01' PROPOSED GRANT BACK SURFACE ESMT PROPOSED NOISE WALL, DRAINAGE AND VEGETATIVE CLEAR ZONE ESMT PROPOSED VEGETATIVE CLEAR ZONE ESMT 11.00' ---PAGE BREAK--- / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / EB 5030+00 N01° 22' 26"W 73.61 N01° 22' 26"W 256.48 N00° 16' 22"E 5.28 N05° 37' 31"W 567.07 RIGHT-OF-WAY CURVE DATA NO. 1 2 Δ 020°25'49" 017°58'31" R 1870.00' 1800.00' T 336.97' 284.69' L 666.79' 564.71' NAGLE/CASSEDAY CRAWFORD/MCCABE THOMAS/STUMPF D. THIBODEAU 1" = 20' DOWNTOWN REDMOND LINK EXTENSION RTC TO DOWNTOWN REDMOND RIGHT-OF-WAY PLAN EB STA 5028+00 TO EB STA 5033+00 L90-RPP108 04/02/18 No. DATE DSN CHK APP REVISION SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: CONTRACT No.: FILENAME: SCALE: DRAWING No.: SHEET No.: REV: LINE IS 1" AT FULL SCALE DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 03/28/18 I 6:37 PM I CRAWFORDM C:\USERS\CRAWFORDM\DOCUMENTS\RLE\SHAREPOINT LINKS\DRAWING\RLE-L90-RPP100TO159.DWG RLE-L90-RPP100TO159 LOCATION ID: RFP SUBMITTAL INTERMEDIATE R E G I S T E R E D S T A T E O F W A S H I N G T O N D A N I E L A . T H I B O D E A U 20 40 SCALE IN FEET 0 10 20 SEE DWG L90-RPP107 PRELIMINARY ENGINEERING NOT FOR CONSTRUCTION SEE DWG L90-RPP109 N CL EB TRACK CL WB TRACK WSDOT ROW PRESCRIPTIVE ANJUMAN-E-BURHANI R/W NO. RL107 [PHONE REDACTED] FLICK THOMAS L+MOLLY T R/W NO. RL108 [PHONE REDACTED] PELAYO RONALD + JANICE R R/W NO. RL109 [PHONE REDACTED] LIN CHIN-YING+ STEVEN MINCHI R/W NO. RL110 [PHONE REDACTED] ASSARY MARYAM R/W NO. RL111 [PHONE REDACTED] FEDERMAN MURRAY D+ LAURIE J R/W NO. RL112 [PHONE REDACTED] BALDWIN CAROL R/W NO. RL113 [PHONE REDACTED] ROMERO CASTANEDA JERJES R/W NO. RL114 [PHONE REDACTED] AQUINO ANDRES JR+ MARGIE V R/W NO. RL115 [PHONE REDACTED] SOUND TRANSIT R/W NO. PARCEL NO. (TAX ACCOUNT NO.) OWNERS PARCEL AREA SQ. FT.* FEE TAKE SQ. FT. REMAINDER SQ. FT. GUIDEWAY/ PERMANENT ESMT SQ. FT. TEMPORARY CONSTRUCTION ESMT SQ. FT. KING CO. RECORDING NO. 1 RL107 [PHONE REDACTED] SEE DWG L90 - RPP 107 2 RL108 [PHONE REDACTED] FLICK THOMAS L + MOLLY T 16,868 %3,583 3 RL109 [PHONE REDACTED] PELAYO RONALD + JANICE R 10,841 %1,408 4 RL110 [PHONE REDACTED] LIN CHIN-YING + STEVEN MINCHI 10,567 %1,408 5 RL111 [PHONE REDACTED] ASSARY MARYAM 10,564 57 %1,408 6 RL112 [PHONE REDACTED] FEDERMAN MURRAY D + LAURIE J 10,566 412 %1,408 7 RL113 [PHONE REDACTED] BALDWIN CAROL 10,567 217 10,350 697 %1,338 8 RL114 [PHONE REDACTED] ROMERO CASTANEDA JERJES 10,569 870 9,699 701 %1,332 9 RL115 [PHONE REDACTED] SEE DWG L90 - RPP 109 SE 1/4 NW 1/4 SEC 14, T 25 N, R 5 E; W.M. 20' % = TEMPORARY CONSTRUCTION EASEMENT x = TEMPORARY ACCESS EASEMENT @ = TEMPORARY CONSTRUCTION AND ACCESS EASEMENT 11.00' 38.00' 32.00' 28.00' 23.00' 20.00' VARIES VARIES CURVE #1 CURVE #2 567.22' 4.72' 561.26' PROPOSED NOISE WALL, DRAINAGE AND VEGETATIVE CLEAR ZONE ESMT 20' 11.00' 69.96' 26.89' 100.27'