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HomeMy WebLinkAboutS-39001700 NE 1/4 SECTION 23, TOWNSHIP 23 N. RANGE 5 E. W. M. ALPINE NURSERY 0 O 0 SEE SHEETSS4 O 1. SSMH 6 ` ` STA. 41+59.00, 3.34 R SSMH 10 - -------- _ STA. 30+0334, 6100' L STA. 31+]6.03 6.00' L _ RIM aFe34%=71 21 22 RIM e,�.ar 3'1426 --- 23 e" IE IN 361.l6 -(SE) .M493 FG *10 FG 3750 3S8.S2 (F*)6" IE IN 666.0_ 24 ¢ ci)rTT 8" IS OUTd6tr39(IN W4,&T -T ,%8.428" IE OUT 3663P(N) FG 375.0 FG 375.0 J \\ iT—--_--_ _—�_—_ 11 Q — — Q al VER77CAL DATUM: NAV) 88, PER CITY OF RENTON VERTICAL CONTROL. HORIZONTAL DATUM: NAD 1983/91 PER CITY OF RENTON MONUMENTS BENCHMARK.• I. CITY OF RENTON CONTROL POINT NO 2122 FOUND PUNCHED I-1/2" BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 IN MONUMENT CASE AT THE INTERSECTION OF THE CENTERLINE OF 148TH PLACE SE AND SE. 142ND STREET ELEVATION = 363.697 FEET 2. CITY OF RENTON CONTROL POINT NO. 1852. FOUND PUNCHED 3" BRASS SURFACE DISK AT THE INTERSECTION OF TH£ CENTERLINE OF NE. 4TH STREET AND 148TH AVENUE SE, ELEVATION - 454.769 FEEL UTILITY CROSSING NOTE- DUDUTY CROSSING. REFER TO C42 FOR DETAILS Cal WOHhg Day* Before You pb 811 UNUM Untlergountl Location C6Mx ODMT,tD,OR,WA) 17LF 8 31+00 — -- — 32+00 ROAD 'A" FG 374.0 1 ' - _ 4- FO 3]4.0 / H. P. ELEV - J7A56 H. P. STA - 32+06.61 PN STA - 32+20 PN ELEV = 37&03 Aa - -JIB K -38.29 12500' VC LP. EL EV - J72.M LP. STA - 33+456] PN STA - 33+4&84 PN STA - 33+6590 PN EI EV - 372.60 PN EIEV - 3M.60 A.D. - 393 rE AD - 1.00 K-5.09 K-20.00 20.00' VC mm, w ,d a� p and d AS NOTED m s;,y�, Mµ. lRENTON CITY OF 12 MAJ 05.23.;8 MAI __ ___________________ __ _ _ MAI 07.2a.16 rry ' and DFAw"' dm8mdd FG 373.P FAS F2 y]d.0 WV -- NN DATUM 7 eweAE °41JNff SEE SHEET SS4 REVISION BY DATE APPR '—"""°"°"'"' LP. EL EV — 37261 P"aE� LP. STA = 30+22.J1 F1 N V N1 PN STA — 30+20 PN ELEV - 3]253 Q AQ - 325 (ABf 8" PVL ® off173 K — &15 mm, M: I S 4 o m FSSMH �N S R3.11. 6 a 32+00 ROAD 'A" FG 374.0 1 ' - _ 4- FO 3]4.0 / H. P. ELEV - J7A56 H. P. STA - 32+06.61 PN STA - 32+20 PN ELEV = 37&03 Aa - -JIB K -38.29 12500' VC LP. EL EV - J72.M LP. STA - 33+456] PN STA - 33+4&84 PN STA - 33+6590 PN EI EV - 372.60 PN EIEV - 3M.60 A.D. - 393 rE AD - 1.00 K-5.09 K-20.00 20.00' VC mm, w ,d a� p and d AS NOTED m s;,y�, Mµ. lRENTON CITY OF 12 MAJ 05.23.;8 MAI __ ___________________ __ _ _ MAI 07.2a.16 rry and DFAw"' dm8mdd FAS 09.12.1] WV yLp NN DATUM 7 eweAE °41JNff REVISION BY DATE APPR '—"""°"°"'"' P"aE� F1 N V N1 F Q (ABf 8" PVL ® off173 - S 4 FSSMH 727/ (SE) 364 S R3.11. 6 a MH 10 .%8.52 (� (N)36&42 -3P374 IE IN IE OUT RIM 8" IS 111 im DAD "A" 3110 A ^lry A ^lry A ^lry mm �M Mry �M ^lry AM ^lry pM ^hlry mm AM ^lry n nM M� AM ^lry pM ^hlry pM ^hlry pM ^hlry p.� Mh pM Mp�j AM ^l nM "�j ^)� bN ^bl "nj ^bl N bN "nj ^bin b ^t 30+00 30+40 30+80 JI+20 D.R. STRONG r CONSULTING ENGINEERSFN30 -I� ENGINEERS PLANNERS SURVEYORS ` 620]THAVENUE KIRKLAND,WAM& 042582]3333 1`42 ,%V2423 J1+60 32+00 32+40 32+80 33+20 33+60 LA Lu W W W W LA c Q rn M F Lu N Z J 3 NORTH GRAPHIC SCALE 0 10 20 40 1 INCH = 20 IFT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT VERTICAL � BY: BY: 34+00 BY: AS -BUILT BY: ALPINE NURSERY SEWER EXTENSION PLAN & PROFILE - ROAD "A" U15007366 DRS PROJECT NO. 14069 Date: Date: Date: Date— pl 1.28.15 SSB 36 ()F, 42 R-390053 S-390017 �S AS NOTED m s;,y�, Mµ. lRENTON CITY OF 12 MAJ 05.23.;8 MAI si nP MAI 07.2a.16 rry DFAw"' FAS 09.12.1] WV yLp DATUM Planning/Building/Public Warks Dept. eweAE °41JNff REVISION BY DATE APPR '—"""°"°"'"' P"aE� LA Lu W W W W LA c Q rn M F Lu N Z J 3 NORTH GRAPHIC SCALE 0 10 20 40 1 INCH = 20 IFT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT VERTICAL � BY: BY: 34+00 BY: AS -BUILT BY: ALPINE NURSERY SEWER EXTENSION PLAN & PROFILE - ROAD "A" U15007366 DRS PROJECT NO. 14069 Date: Date: Date: Date— pl 1.28.15 SSB 36 ()F, 42 R-390053 S-390017