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9620 19TH AVE SE 9620 AND 9702 2025-07-14
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9620 19TH AVE SE 9620 AND 9702 2025-07-14
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Last modified
7/7/2025 11:38:21 AM
Creation date
7/3/2025 7:22:01 AM
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Address Document
Street Name
19TH AVE SE
Street Number
9620
Unit
9620 AND 9702
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PTN. OF SE 1/4,SE 1/4 OF SEC 18,TWP 28 N, R5E W.M. o <br /> ROAD A ADE-CTABLE , <br /> - ROAD C m 2 <br /> t A (PRIVATE) - - <br /> (PRIVATE) - <br /> 0 <br /> ° a Cl <br /> TYPE 1 4 <br /> RIM=482.59 <br /> 3 IE(12 S)=479.59 ; <br /> m m 2 DETECTABLE WARNING e m <br /> p STRIP, SEE WSDOT _ <br /> Q 0 ¢ , Q4STD. PLAN F-45.10-03 p D. p-03 C7_7 CB40, T1PE i �'RIM=483.59a IE(12S)=478.92 AIE(I2'N)=478.92 ROAD A IE(12'E)=478.92 (PRIVATE) °°eves,_ <br /> a <br /> Sm <br /> a <br /> CURB RETURN TABLE CURB RETURN TABLE CURB RETURN TABLE CURB RETURN TABLE Z <br /> NO. RADIUS L d FOC LOCATION F ELEV NO. RADIUS L d FOC LOCATION ELEV NO. RADIUS L d FOC LOCATION IT ELEV NO. RADIUS L d FOC LOCATION ELEV. <br /> PC;- STA RT PC- STA RT PC= STA ',RT PC= STA 'RT <br /> 4/4= STA RT 4/4= STA "RT 4/4= STA RT 4/4= STA 'RT RLELY-C� <br /> C) 20.0' 31.3' 89'31'31" d/2= STA ,RT QQ 30.0' 47.4' 907827" d/2= STA RT QQ 27.0" 34.6' 73'2924" d/2= STA ,LT *882 Be 10.0' 15.9' 90'5 T04" d/2= STA 'RT p4 WAS'yf <br /> 34/4= STA ;RT 34/4= STA IT 3d/4= STA ;LT 34/4= STA "RT z <br /> PT= STA "RT PT= STA "RT PT= STA W RT <br /> TYPICAL CURB RETURN DET. TYPICAL CURB RETURN DET. TYPICAL CURB RETURN DET. TYPICAL CURB RETURN DET. <br /> 1 SCALE: 1"- 10' 2 SCALE: 1"- 10' 3 SCALE. r 10' 4 SCALE: 1"- 10' <br /> _ THE AS-BUILT INFORMATION <br /> _ } ROAD C I N / / / AH FIELD PLAN IS PER <br /> ROA ON THIS <br /> (PRIVA (PRIVATE) BY MEAD GILMAN ASSOCIATES <br /> AND/OR RECORD DATA <br /> DETECTABLE <br /> PROVIDED BY THE <br /> WARNING STRIP, CONTRACTOR. <br /> SEE WSDOT STD. p w <br /> PLAN F-45.10-03 p ¢ 6 AWARNIN( <br /> c Qo <br /> z <br /> ING 80-03CB20, TYPE 1-L <br /> RIz71 (12"E)=475.46 ROAD Ese IE(12'N)=475.46D IE(12"W)=475.46 (PRIVATE)- i; - - o <br /> z <br /> CURB RETURN TABLE CURB RETURN TABLE CURB RETURN TABLE CURB RETURN TABLE � I- <br /> NO. RADIUS L 4 FOC LOCATION ELEV. NO. RADIUS L 4 FOC LOCATION NO. RADIUS L d FOC ELEV. NO. RADIUS L 4 FOC T Q <br /> PC- STA ,RT PC- STA ;RT PC- STA 4,1 'LT PC- STA 'LT <br /> 4/4= STA 'RT 4/4= STA "RT 4/4= STA ,LT d/4= STA LT � <br /> 0 20.0' 23.1' 66'09'07"" d/2= STA ;LT 4Bi39 © 20.0' 24.0' 68-4243" d/2= STA 'RT Qi 27.0' 21.4" 4528'32"" 6/2= STA LT ® 20.0' 24.3' 69'41'39" 4/2= STA .ram RT 9T j <br /> 34/4= STA 'LT 34/4= STA 'RT 3d/4= STA .": '=';'LT 34/4= STA 40+21.93 11.49;RT 478.98 V/ <br /> PT_ STA •LT PT- STA 'RT 9- PT- STA 5fitP38 F-t&B�LT PT= STA 'RT 479.48 <br /> 7 Z� <br /> 5 TYPICAL CURB RETURN DET. 6 TYPICAL CURB RETURN DET. (-7)TYPICAL CURB RETURN DET. 8 TYPICAL CURB RETURN DET. LQ w <br /> SCALE: i 10' SCALE: 1"- 10' SCALE: 1'- 10' SCALE: 1"- 10' U LU <br /> Q J <br /> K a=e m w <br /> a1€gala o <br /> 0 O U <br /> mom" DETECTABLE 0 <br /> Q i'4 <br /> WARNING STRIP, a�� CLIENT <br /> O SEE WSDOT STD. X a y j <br /> PLAN F-45.10-03 <br /> DETECTABLE o W <br /> a WARNING STRIP, I Z PACIFIC RIDGE HOMES <br /> o SEE WSDOT STD. ems. 1�" "I, W ¢ 1792160SUITE EVERETT HWY <br /> PLAN F-45.10-03 '�� '� ° ,r9 Q rC SUITE 100 <br /> A9 <br /> i CIO <br /> 24 NryN� �tivro 098 7 f BOTHELL,WA 98012 <br /> (425)438-8444 <br /> O <br /> 9 TRACT 998 T ROAD C 6 <br /> w 7 <br /> _ ROAD R_OADA _ .s moo /� 7 74 Q 3 y <br /> 2 ROAD E (PRIVATE) (PRIVATE) o- a 1 I P I H <br /> 1. (PRIVATE) -1.03% / TRACT997 3t 83 7o A <br /> ° 5 4 <br /> CONSULTANTS <br /> 3 7 GZ 'y Site Planning•CIA Engineering <br /> w 6 Landscape Architecture•Land Use Consulting <br /> gp <br /> CURB RETURN TABLE CURB RETURN TABLE / <br /> D --- 11321-B NE Min Sheet <br /> �o N0. RADIUS L 4 FOC LOCATION NO. RADIUS L d FO VON. 1 ° a d 37 aNnca.WA 98(34-Hut P8 M) <br /> d �N N N 59 101 South Wowtchee Avenue,Suite C3 <br /> _ Werutchee,WA 988]I•15091193]]31 <br /> o a PC= STA , LT PC= STA •"LT ,'. L _ a> <br /> DETECTABLE -. 9, <br /> O �� c^i= 4/4= STA -�9- -i}34=,LT d/4= STA 'LT ,1$J-gg WARNING STRIP, �.NrN OP Of ww w' Pnconsmrants.com <br /> oQ 0 27.0' 34.2' 1236'O8" 4/2= STA LT �82 BS m 10.0' 15.5' 89'0256" 4/2= STA 20+12.66, 12.81 RT 483.16 SEE WSDOT STD. a0y 16 9' p9 PROJECT NO. <br /> �0 34/4= STA _-�*�*?--=± %LT 34/4= STA�Bti-ir✓.88--}Br7�r'IT <br /> PLAN F-45.10-03 �(A p �'0 0132-21-028 <br /> o PT= STA 'LT =tSPr'Y3- PT= STA 'RT B6, DRAWING <br /> TYPICAL CURB RETURN DET. TYPICAL CURB RETURN DET. DRIVEWAY ENTRANCE C2.101 <br /> KEYMAP°- g 1Q NOT TO SCALE <br /> SCALE: i'- 10' SCALE: 1'- 10' SCALE: 1"- 10' SHEET 11 OF 45 <br /> a Cail B:tore wa�e. <br />
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