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HomeMy WebLinkAboutR-390044r K 133R.J ' 1 RIM ;3999-31A26 ' 6" IE� (W) IN JT1.96 12- I17� (N),1N J]L4B 12" 117 i (S) OUT371.41 NE 1/4 SECTION 23, TOWNSHIP 23 N. RANGE 5 E. W.M. ALPINE NURSERY 31 L1 h CB 115 TWE I I ^ \ JU92RM 5— 9+e549.95, 1217'R 3636612" IES , (N) OUT 1co ° e; w—v u` � w u 7 w I •. I ' IF IN CS TYPE 1 I D STA. +54.79, 12. RIM 766" (W) IA 2 (N) 0 r 1 E�6499 TS) C 12" LCPE5J I Rol -37 CN) L451-` j 6%Eme..18 (w)6" E 366.13 (w) 8' K 38&01 (E) ---- I5 TYPE STA. 59+06.92, 11,39'R (SDR) t RIM 36636 366.]2 IS 12" IE Mt5, 9 (N) ffil 3W OI 12" IEd6359(S) IN38366 18" IE d6d.B9-(W) OUT 36768_ _ SEE SHEET C27 /w) W+00 DD 56+60 57+20 0 BY: Date: BY. VER77CAL O Date: I cm COMMENTS. RENEW t O D.R. STRONG 2 Cm WMMENI9, RENEW 2 cv z workYg Days eetwe rauoy 811ENGINEERS 0 CONSULTING ENGINEERS mM�.. o�1uM Uli M UM/�6r.gr�/ountl Localon C ntw I U) PLANNERS SURVEYORS p�-os.za.ts 0DWr,ND,OR,WA) Q 8207THAVENUE KIRKLAND WAM& 04256273033 F4256272423 NO. REVISION cws W.12.17 Mu """' nr DRIVING NO C26 J AT� °" BY DATE APPR P"aE 26 "42 Ln DRS PROJECT NO. 14069 R-390044 N U ry Lu W-16 STs1V°ESE —w z Lu w Ld = 56+00 O � N o_ Z Lu /N VPF Lu LF 12" (P16) LLI Z . J 0- Q r K 133R.J ' 1 RIM ;3999-31A26 ' 6" IE� (W) IN JT1.96 12- I17� (N),1N J]L4B 12" 117 i (S) OUT371.41 NE 1/4 SECTION 23, TOWNSHIP 23 N. RANGE 5 E. W.M. ALPINE NURSERY 31 L1 h CB 115 TWE I I ^ \ JU92RM 5— 9+e549.95, 1217'R 3636612" IES , (N) OUT 1co ° e; w—v u` � w u 7 w I •. I ' IF IN CS TYPE 1 I D STA. +54.79, 12. RIM 766" (W) IA 2 (N) 0 r 1 E�6499 TS) C 12" LCPE5J I Rol -37 CN) L451-` j 6%Eme..18 (w)6" E 366.13 (w) 8' K 38&01 (E) ---- I5 TYPE STA. 59+06.92, 11,39'R (SDR) t RIM 36636 366.]2 IS 12" IE Mt5, 9 (N) ffil 3W OI 12" IEd6359(S) IN38366 18" IE d6d.B9-(W) OUT 36768_ _ SEE SHEET C27 /w) W+00 56+0 56+60 57+20 ASN BY: Date: BY. VER77CAL DATUM: NAW 88, PER CITY OF RENTON VERTICAL CONTROL. HORIZONTAL DATUM: HAD 1983/91 PER CITY OF RENTON MONUMENTS BENCHMARK: 57+60 56+00 56+0 L CITY OF RENTON CONTROL POINT NO 2127. FOUND PUNCHED 1-1/2" BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 IN MONUMENT CASE AT ME INTERSECTION OF TI/£ CENTERLINE OF 148TH PLACE SE AND S£ 142ND STREET, ELEVATION = 363.697 FEET. 2. CITY OF RENTON CONTROL POINT NO. 1852. FOUND PUNCHED 3" BRASS SURFACE DISK AT THE INTERSECTION OF THE CENTERLINE OF HE 4TH STREET AND 1411TH AWNUE SE, ELEVATION = 454.769 FEET 56+60 W+20 W+60 60+00 60+0 60+60 U77LITY CROSSING NOTE.• OUTILITY CROSSING, REFER TO C42 FOR DETAILS CATCH BASIN NOTE.• NORTH GRAPHIC SCALE 0 10 20 40 1 INCH= 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT VERTICAL IF DURING CONSTRUCTION, IT IS FOUND THAT PIPE ANGLES REWIRE ROTA LION OF THE TWE I CS AND MISALIGNMENT NTH THE CURB, TI/£ CITY MLL REQUIRE REMOVAL AND REPLACEMENT OF TWE I CB WIN LARGER STRUCTURE AND ADEWATE KNOCKOUT. A S BUILT ASN BY: Date: BY. Date. ApO! 9fi Date: I cm COMMENTS. RENEW t D.R. STRONG 2 Cm WMMENI9, RENEW 2 cv z workYg Days eetwe rauoy 811ENGINEERS CONSULTING ENGINEERS mM�.. o�1uM Uli M UM/�6r.gr�/ountl Localon C ntw ' I PLANNERS SURVEYORS p�-os.za.ts 0DWr,ND,OR,WA) ZONAL Imo% "`� i� 8207THAVENUE KIRKLAND WAM& 04256273033 F4256272423 NO. REVISION cws W.12.17 Mu 56+60 W+20 W+60 60+00 60+0 60+60 U77LITY CROSSING NOTE.• OUTILITY CROSSING, REFER TO C42 FOR DETAILS CATCH BASIN NOTE.• NORTH GRAPHIC SCALE 0 10 20 40 1 INCH= 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT VERTICAL IF DURING CONSTRUCTION, IT IS FOUND THAT PIPE ANGLES REWIRE ROTA LION OF THE TWE I CS AND MISALIGNMENT NTH THE CURB, TI/£ CITY MLL REQUIRE REMOVAL AND REPLACEMENT OF TWE I CB WIN LARGER STRUCTURE AND ADEWATE KNOCKOUT. A S BUILT BY: Date: BY. Date. BY: Date: BY: Date: Ma 03.03.16 MAI a SisINI)6;y,,,, SAS NOTED mM�.. o�1uM CITY OF �+ RENTON Planning/Building/Public Warks Dept. ALPINE NURSERY ROAD AND STORM DRAINAGE PLAN & PROFILE U15007366 -161ST AVE SE p�-os.za.ts 0 05.23.16 MAI „ `"°;,` MAI 07.2a36 rry " cws W.12.17 Mu """' nr DRIVING NO C26 ewe°µV AT� °" BY DATE APPR P"aE 26 "42 DRS PROJECT NO. 14069 R-390044