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HomeMy WebLinkAboutS-273202z 0 U) Z 420 Ld > < :D FINISHED GRADE AT 307 PROPERTY LINE! z r . 400 ------- 13 Q 0.0477 - -- - -- 0 01 @ S=0.0319 D I CL. 5 212 LF 8" I oPOSED ROOF 6�t 'LoJ ice- MH I -- 8A RIM-394.32 INV!IN=388.57 (ICTR) 380 54 DIA SHALLOW TYPE B RIM=391.36 391.20 INV 114=387.86 387.95 (CTR) INV OUT=387.76 RlWi=391.2 IE 8"E=386.6 d Co OP IE 8"S=385.6 0+00 1+00 AT DRIVEWAY - - - - --- - - - - - - 2+00 420 z m, WATER LIINE_._ PROPOSED 400 54" DIA SHALLOW TYPE B cla 76.0.96' )D.vu ILL] < m m O) 0 TAV TAV 1 ".T '-- /LOT 1 LO T 2 Cn co < MfN. FF --,"400.0' MIN FF 401.0 C� CD 0 r) LIJ Lj I 0) CO 0 LJ I 00 00 n Le f LLJ > 00 < d) z 0 Q m --6- li!- 397-5 EXIST MH 67 :D z U) PROPOSED PROPOSED DRIVEWAY 94-65' 00 p RIM- 391.25 0 N 8 '26" VV 0 4 to IE 8"N=387.70 IE 8"W=387.70 C-4 LD Ln X X 40' EASEMENT FOR ROADS & ROADS S& IDE�ALKS_NDER REC_ NO. EASEMENT FOR INGRESS, ffi & U11LITIES UNDER 2: S;'88'G2'26" E 66-0 IE 8"S=387.70 NEW UJ: W 5130776E --REC. NO. 0000000000. 2f V) EASEMENT FOR INGRESS (RE-CHANNEL MH) 04 S W11919W, �> EGRESS i U IES UNDER / / _.REC_ NO- 0000000000. p ro EXIST MH 66 ­80-00, Cf), 3 i 0 I- t o RIM=111 IE 8" �286.15 E 00 LOT J_ 00 MIN FF 401.0 j p 4L 0, IE 8"S=385.6 6" IE 39�7_4 0 Pr s _E 11LF 8"PVC @S=0.005 Ld Fr� 1 I C) 81E MH 68 54" DIA SHALLOW TYPE B 0 Cl) E_ < STA 0+27.5, 0.5' RT. EASEMENT FOR �e z S > �ip E- I PROPOSED_,WATER LINE - - - - - - - - - PUBLIC UTILITIES T 3 E) C STA 0+00 R! 77 - - - - 1� UNDER REC. NO. 8707281848. z co E SSMH 68 -A Z,)r RIM 394.32 40, 4 0o Z 38&57 11' EASEMENT FOR _00TILI`�11___ ':nMH 69 UNDER REC. NO. 0000000000. RIM = 400-74 NN 13 LF-8"D.I. V = 395.34 11' SANITARY SEWER ESMT S = 0.048 9 J. STATIONING IS ALONG SOUTH PROPERTY 71 LINE FROM INTERSECTION OF UNION AVENUEi _0 C11 B. `-P 1_586.'D z 0 U) Z 420 Ld > < :D FINISHED GRADE AT 307 PROPERTY LINE! z r . 400 ------- 13 Q 0.0477 - -- - -- 0 01 @ S=0.0319 D I CL. 5 212 LF 8" I oPOSED ROOF 6�t 'LoJ ice- MH I -- 8A RIM-394.32 INV!IN=388.57 (ICTR) 380 54 DIA SHALLOW TYPE B RIM=391.36 391.20 INV 114=387.86 387.95 (CTR) INV OUT=387.76 RlWi=391.2 IE 8"E=386.6 d Co OP IE 8"S=385.6 0+00 1+00 AT DRIVEWAY - - - - --- - - - - - - 2+00 Z_ I GRAPHIC SCALE 0 1. 20 b 8D IN FEET I inch = 20 ft 1 EXPIRES 2/18/01J ASBUIL PLANS S- ?73?O? 420 400 GROUND AT RIM=400.50 400.74 1 MH 68 INV OUT=396.&3 �395-34 EXIST MH 67,-' 380 RIM=a91z3& 391 201 1" = 20' HORIZONTAL 1" = 10' VERTICAL I 3+00 wwww'U'uno 420 z m, WATER LIINE_._ PROPOSED 400 54" DIA SHALLOW TYPE B Z_ I GRAPHIC SCALE 0 1. 20 b 8D IN FEET I inch = 20 ft 1 EXPIRES 2/18/01J ASBUIL PLANS S- ?73?O? 420 400 GROUND AT RIM=400.50 400.74 1 MH 68 INV OUT=396.&3 �395-34 EXIST MH 67,-' 380 RIM=a91z3& 391 201 1" = 20' HORIZONTAL 1" = 10' VERTICAL I 3+00 wwww'U'uno m, INV IN=387.70 'INV ­=­=m 307.�5 3 80 INV OUT=387.60 INV OUT=387.76 1 L1LF 8"PVC @S=0.005 Horton Dennis & Associates, Inc. E- Ell Consulting Engineers, Planners, and Surveyors 320 SECOND AVENUE SOUTH WD" KIRKLAND, WASHINGTON 98033-6687 7 PHONE (425) 822-2525 FAX (425) 822-8758 -EXPIRES A I IN 11K [IN !11\ 11 A I P SCANNED Ll CT - 81999 .24 N