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HomeMy WebLinkAboutR-390049a J Z ry U U7 LdLEI o of � PAV IN TRACT "4" , 2100 160TH AVE SE �� SSNH STA. 40+ . c STA. 21+ 55 RIM. J �-8"IE/N 8" IE CON ECT TO EX. 5 H STA. 10+58,69. 5 I5' R STA. " RIM gi%i 3MM 10" IF IN 36258 (N) 8- IF IN264r5P(S)AZO 12- e� 12- IE OUT 36245 (E) HORIZONTAL DATUM: P" ELEV = J7aJ9 d �9 HAD 1983/91 PER CITY OF RENTON MONUMENTS 0 1 INCH = 20 FT. A.O. - 4.00 BENCHMARK.' �s s ° K = 1875 BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 P" EIEV - JZa02 LEI Z&00' W M �� 2.5 5 10 OMMM=EW TRACT "4" , 2100 160TH AVE SE �� SSNH STA. 40+ . c STA. 21+ 55 RIM. J �-8"IE/N 8" IE CON ECT TO EX. 5 H STA. 10+58,69. 5 I5' R STA. 20+05.22, 8.85' L RIM gi%i 3MM 10" IF IN 36258 (N) 8- IF IN264r5P(S)AZO 12- IE IN 36248 (W) 12- IE OUT 36245 (E) NE 1/4 SECTION 23, TOWNSHIP 23 N. RANGE 5 E. W.M. SEE SHEET SS4 ALPINE NURSERY SEE SHEET SS3 a9p m 1 TO J74.0 FG 373.0 FG 33]40 FG 374.0 _ 3]2 0 Ur _ r6 LF 8" PVC �W h 8y6 R JBS Z/ N. P. IIEV - .771.02 N. P. STA = 21+5&52 PN STA = 21+81.75 P" ELEV - JZI.JS A0. _ -441 K - 19.27 8500' VC Y LP. ELEV = JZa66 " M y0( Y5 y OSI LP. STA - 21+0469 eq^ N d P" STA = 20+8594 0 N. P. STA - 25+JZ.99 HORIZONTAL DATUM: P" ELEV = J7aJ9 d �9 HAD 1983/91 PER CITY OF RENTON MONUMENTS 0 1 INCH = 20 FT. A.O. - 4.00 BENCHMARK.' �s s ° K = 1875 BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 P" EIEV - JZa02 LEI Z&00' W L.P. ETIV = JWZ.JW �� 2.5 5 10 OMMM=EW AA -242 1 x LP. STA - 2J+4x85 CROXN A. K = 2a70 WASH P" STA - 2J+1810 MAI 03.03.16 ,O! 1 3x00 VC 9A� P" ELEV = mam 2 CRY COMMENIS, REVIEW 2 As NOTED Z0 "..o"'�", d Ma 05.23.16 Ma Call 2 Worksg Days Before You DU 811 CONSULTING ENGINEERS a m Uplift UMergound LOoallon Center ' K = 2&00 d Y NE 1/4 SECTION 23, TOWNSHIP 23 N. RANGE 5 E. W.M. SEE SHEET SS4 ALPINE NURSERY SEE SHEET SS3 a9p m 1 TO J74.0 FG 373.0 FG 33]40 FG 374.0 _ 3]2 0 Ur _ r6 LF 8" PVC �W h 8y6 R JBS Z/ N. P. IIEV - .771.02 N. P. STA = 21+5&52 PN STA = 21+81.75 P" ELEV - JZI.JS A0. _ -441 K - 19.27 8500' VC Y d - - " M y0( Y5 y OSI ------------- eq^ N d 0 N. P. STA - 25+JZ.99 HORIZONTAL DATUM: d �9 HAD 1983/91 PER CITY OF RENTON MONUMENTS 0 STA. 25+4796, 4.17'L RIM *9. is.j49.77 S" IF IN 366#4{E)JI&37--.....- e' IE OUT a6Ea9-(N, 477 31� d - - 21+20 21+60 M y0( Y5 y OSI STA. 25+4796, 4.17'L RIM *9. is.j49.77 S" IF IN 366#4{E)JI&37--.....- e' IE OUT a6Ea9-(N, 477 31� N N d - - 21+20 21+60 22+00 22+40 `=`7 H. P. ELEV = 369.88 ------------- N d 0 N. P. STA - 25+JZ.99 HORIZONTAL DATUM: HAD 1983/91 PER CITY OF RENTON MONUMENTS 1 INCH = 20 FT. P" STA = 25+.7201 BENCHMARK.' �s s ° I. CITY OF RENTON CONTROL POINT NO 2127. FOUND PUNCHED 1-112ft BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 P" EIEV - JZa02 LEI L.P. ETIV = JWZ.JW �� 2.5 5 10 OMMM=EW AA -242 1 LP. STA - 2J+4x85 CROXN A. K = 2a70 WASH P" STA - 2J+1810 MAI 03.03.16 ,O! 1 3x00 VC 9A� P" ELEV = mam 2 CRY COMMENIS, REVIEW 2 As NOTED Z0 "..o"'�", A0. - 300 Ma 05.23.16 Ma Call 2 Worksg Days Before You DU 811 CONSULTING ENGINEERS a " Uplift UMergound LOoallon Center ' K = 2&00 m,MT.ND.OKWA) ZONAL I^'1� Y azo 7THAVENUE KIRKLMD, WA 95633 NO. REVISION FAS 11&00' LC YIV YlP iH Planning/Building/Public Warks Dept. ""`ojy,l BY DATE APPR '�"""°"°"'"' APPROVED: 08A 777 1�LF "PV N N d - - 21+20 21+60 22+00 22+40 `=`7 ------------- N d 0 and HORIZONTAL DATUM: HAD 1983/91 PER CITY OF RENTON MONUMENTS 1 INCH = 20 FT. BENCHMARK.' �s s ° I. CITY OF RENTON CONTROL POINT NO 2127. FOUND PUNCHED 1-112ft BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 LEI �� 2.5 5 10 OMMM=EW 2. CITY OF RENTON CONTROL POINT NO. 1852. FOUND PUNCHED 3" BRASS SURFACE DISK AT THE INTERSECTION OF THE 1 CENTERLINE OF HE 4TH STREET AND 148TH AVENUE SE, ELEVATION = CROXN A. WASH 15 VERTICAL MAI 03.03.16 ,O! 1 ��7PF/ 9A� --- 2 CRY COMMENIS, REVIEW 2 As NOTED Z0 "..o"'�", D.R. STRONG Ma 05.23.16 Ma Call 2 Worksg Days Before You DU 811 CONSULTING ENGINEERS a Am"Ami Uplift UMergound LOoallon Center ' ENGINEERS PLANNERS SURVEYORS m,MT.ND.OKWA) ZONAL I^'1� Y azo 7THAVENUE KIRKLMD, WA 95633 NO. REVISION FAS 0425F2]3033 F425,%72423 YIV YlP DATUM Planning/Building/Public Warks Dept. ""`ojy,l BY DATE APPR '�"""°"°"'"' APPROVED: 08A 777 1�LF "PV SSMH 1 RIM CONNECT O EX SSMH L WRH COF WH RE LESS THAN 3 -FEET COVER B' IE IN 8- IS OUT £).76&87 (N,=47 (STA. 22+ 0 TO STA. 24+ O) RIM 10 IE IN 10- IF IN 12" IE D 12' IE OU (S) JBE 62.58 (N) J62. (W) 36246 (E) 8" IE OU d63.W6-IN) 61 VE SE N^ M5 ^ n� Myj ^A MM MM M F M O� 03. M tlA M h "/O MW�j �m M Cp OY) ^� mm ^O'� M m✓1 M'T� ^ °'.b �31j 0r1W4 MTYj M'T� M'T� M'T� 1p� M'T� y�160TH o% Mrj9j nm Mn 0� M� >im M'T cI cIT, M'T 0zt M'T� 0Z M'T� ^a M'T� ^m M'T� III IIT M T0+00 20+40 20+60 21+20 21+60 22+00 22+40 VER77CAL DATUM: NAW 88, PER CITY OF RENTON VERTICAL CONTROL. 0 10 20 40 HORIZONTAL DATUM: HAD 1983/91 PER CITY OF RENTON MONUMENTS 1 INCH = 20 FT. BENCHMARK.' I. CITY OF RENTON CONTROL POINT NO 2127. FOUND PUNCHED 1-112ft BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 IN MONUMENT CASE AT ME INTERSECTION OF TH£ CENTERLINE OF 148TH PLACE SE AND S£ 142ND STREET, ELEVATION = 363.697 FEET. 2.5 5 10 OMMM=EW 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 148TH AVENUE SE, ELEVATION = 454.769 FEET A. WASH 15 VERTICAL MAI 03.03.16 ,O! 1 CRY COMMENTS. REVIEW 1 9A� 2 CRY COMMENIS, REVIEW 2 As NOTED Z0 "..o"'�", D.R. STRONG Ma 05.23.16 Ma Call 2 Worksg Days Before You DU 811 CONSULTING ENGINEERS a Am"Ami Uplift UMergound LOoallon Center ' ENGINEERS PLANNERS SURVEYORS m,MT.ND.OKWA) ZONAL I^'1� Y azo 7THAVENUE KIRKLMD, WA 95633 NO. REVISION FAS 0425F2]3033 F425,%72423 YIV 22+80 2.7+20 2.7+60 U77LITY CROSSING NOTE.• OUTILITY CROSSING REFER TO C42 FOR DETAILS 24+00 24+40 24+80 25+20 25+60 © IIF - RECOMMENDED FOR APPOVAL BY: Date: BY: Date: — P4 O F2T H BY; Date: BY: Date: A S BUILT ALPINE NURSERY MITE 09.28.15 SEWER EXTENSION PLAN & PROFILE -160TH AVE SE " W a 552 U15007366 '"m 32 'F42 DRS PROJECT NO. 14069 R-390049 S-390013 GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 WM= 2.5 5 10 OMMM=EW 1 INCH FT. 15 VERTICAL MAI 03.03.16 MN ""S As NOTED Z0 "..o"'�", CITY C F Ma 05.23.16 Ma Pi `""P MAI 6'.20'6 ""' 21 RENTON w"' FAS 09.12.17 YIV YlP DATUM Planning/Building/Public Warks Dept. ""`ojy,l BY DATE APPR '�"""°"°"'"' APPROVED: © IIF - RECOMMENDED FOR APPOVAL BY: Date: BY: Date: — P4 O F2T H BY; Date: BY: Date: A S BUILT ALPINE NURSERY MITE 09.28.15 SEWER EXTENSION PLAN & PROFILE -160TH AVE SE " W a 552 U15007366 '"m 32 'F42 DRS PROJECT NO. 14069 R-390049 S-390013