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HomeMy WebLinkAboutS-05090CN II a U N M O) I N T 0 3 0 N 0 n �o HOUSE 1 1 21st ST 09 HOUSE ; 4002 NE 21at ST I 1 �zs HOUSE h'�5,� J924 NE 21at ST 5, 1 CARPGRT I HOUSE + (SE 104TH ST )— JA NE 21 ST T \_ ' _e__ _ _ _ __ _ _ ASPH _ _ _ bY2AVEL — ____________ EDGE PVMT TYP)___ HOUSE 4014 NE 211t ST hPH N 189,000 \ — — R 5J: ~ MH 12 1 8 SEE DET A /5; (TYP) 1 1 1 I i 11 I 1 1 I 1 1 ► i it �i i l � �I I II ►� ix7 li HOUSE kS99 4020 NEE 21 at ST I II ' ► ' f I X z I 3969 \ I I 3 C8 TYPE I MH 13 ► I N 189 005.31 I ' E 1 671,203.77 / I ► 1 ' TYPE I i t X O a9 Y HOUSE 2015 NE 21s1 ST LIMITS OF ASPHALT I - -- OVERLAY °� .9 IC E i/4 CDR r 8" SD 1 SEC 4- 23- 3 -5�1 LI 1 it II \ \ ASPH ' D/W 1 II MH I j II UJI I— Z Q� Z Z 04 v z J I N 189,000 Y REVIEWED FOR COMPLIANCE PLAN REVIEW DATE 'M' A--A— us13�i3 WASTEWATER UTILITY DATE CITY OF RRNTOIV DEPARTMENT OF PIUBLIC WORKS SIERRA HEIGHTS PLAN AND PROFILE ftj NE 21ST ST Brown Caldwell 1 GEN. REV. PLAN & PROFILE RBG MVO 2/92 DESIGNED: L. MILLER DATE: JAN 1992 FILE NAME: 6137CO12 N: CADD TEAM AS —BUILT INFORMATION PROVIDED DRAW BY INCA ENGINEERS, INC. Consultants CHECKED: B. GATZ SCALE: AS NOTED FIELD BOOK: PAGE: ROBERT S. CUSTER 111CO&O Seattle, Washington NO. REVISION BY APPR. DATE APPROVED: SHEET: 12 OF: 19 DIIIECiO" OF "Ua:IC vcnr<a NOTE: ............... ............... ............... ............... ......... ............... ............... ............ .......... ............ ............... 1. CONTOUR INTERVALS ARE 1 FOOT THIS SHEET. 450 .................................................. :. .........................i...:. :.. 1 .......... .............. .............. ............... ..... 50 :.........:......... ..........:.........�. .........:....... ............... ....: :. .. ............... ............................... .... ... ... ... ....... � ........:....: R1M:EL:43:8.98::::::..... .....: .........:.........:.........:. ........:........ ....................... ... ............ . . _ : . :..................:................ 40 ...:........................................ ..................:............ .......O ....... .440............ EL433.51. ................ . . . : . _ --- . . . . . . . . . . .. . . . . . . . . .. . . . . . . . . . . . . . . —. . . . . . -- I :50 N :. :. .. Ni/. 427 ... ... 430: .. ............................... ................................................................................................................................................................................................................................. :. :. ............................... ......... .............. 30 8.77; LE — . :. S- 0 01060 .... .,.;.. :. :........ .. .. 1 V 7.36 W N .2 :.... .....:...... 420:...................:..............,,.,................................................... Z ........ 71NV42i"414: .. .:.........:........... .............................. . :. :. :. :. .......... ............... ............... .......... :. . :... .. .......:..................:.........................:.......:...................:........ ................:. 4 20 .1: 1k .....�.:......INV:424.51:E::::: ::::::: i::::::::::.....-...:.........:.........:_........:....... ...... ..:.........:.........:........ :. .. :.. :.. .. .... • .. :. .. 410 ..... .............. :...... ...... ..:....................................:...................:... ................: ............. ..... 410 400: :. .... :.........� .........:. .....J......... .. .. ..... ... .............. ............... ................... ...............:..........:.... .......... ............. ............... ............ ............... .......:...:... .... 40 ............... ............... ............. .... ....... .......... ....... ......:..... 0 :. ...... 390 ..................................... :.. ............................... :........ .... ........: .. ...:.. .. .. . .. . 3 90 .. . N1 : Q . .......... 1 ...................................................................................:...................................................................................................:...................:................. . : . : . :a...... ..:...................:........ :.............:............:..............:............................ ............................... 23 +00 24 +00 25 +00 26 +00 SCALE: HORIZ. 1 " =20' VERT. 1 " =10' REVIEWED FOR COMPLIANCE PLAN REVIEW DATE 'M' A--A— us13�i3 WASTEWATER UTILITY DATE CITY OF RRNTOIV DEPARTMENT OF PIUBLIC WORKS SIERRA HEIGHTS PLAN AND PROFILE ftj NE 21ST ST Brown Caldwell 1 GEN. REV. PLAN & PROFILE RBG MVO 2/92 DESIGNED: L. MILLER DATE: JAN 1992 FILE NAME: 6137CO12 N: CADD TEAM AS —BUILT INFORMATION PROVIDED DRAW BY INCA ENGINEERS, INC. Consultants CHECKED: B. GATZ SCALE: AS NOTED FIELD BOOK: PAGE: ROBERT S. CUSTER 111CO&O Seattle, Washington NO. REVISION BY APPR. DATE APPROVED: SHEET: 12 OF: 19 DIIIECiO" OF "Ua:IC vcnr<a