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Home My WebLink AboutWWP2702162.14ft X REMOVE AND RESET EXISTING FENCE AS NECESSARY REMOVE TREES SCALE 1 "=20' CITY BENCH MARK #266 ELEVATION: 247.87 FEET LOCATION: Intersection of NE 28TH ST & Jones Ave NE. DESCRIPTION: 1/8" copper pin on 5" dia. round conc. mon. 0.2 feet down in mon. case. J >Z W V Z Z O U Z N W X Z O J 00 z �o< Un a�6 Q w V) O / �.niJtLtU A X.. IN EAST FOOTING BOLT OF A LUMINAIRE, ON SOUTHWEST SIDE, KENNEWICK PL. N.E. AT MIDDLE OF CURVE ELEVATION = 233.62' SOMH RIM=233.91 226.41 I.E. 8"CONC.(NE)- 226.11 I.E. 1 5"CONC.(SE)-225.46 I.E. 15 CONC.(NW)=225.36 I.E. 1 5 : M 234.40 _230,90 I.E. 8"CONC.(SW) I.E. 8"CONC.(SW)-229.67 I.E. � 2"CONC.(NE) =229.52 HDA BENCHMARK "BM-13" ISELED A ❑ IN N.W. CORNER CONCRETE FOOTING FOR LUMINAIRE �E ON N.E. SIDE KENNEWICK PL. N.E. RIM-233.90 �\ 120't NORTHERLY OF N.E. 29TH ST. I.E. 12 CONC.(SW)=230.80� ELEVATION = 234.77' SDMH / RIM=234.37 I.E. 15"CONC.(SE)_228.2± I.E. 12"CONC.(NE)=227.87 I.E. 15"C0NC.(NW)=227 82 CERTIFICATION I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE TOPOGRAPHIC FEATURES SHOWN HEREON n CB 31 CB 30 ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER REMOVE EXISING CB AND REPLACE REMOVE EXISING CB AND REPLACE MY DIRECTION. LO WITH NEW 48" TYPE-2 CB WITH NEW 48" TYPE-2 CB Z N 191989.4193 N 191809.3337 o E 1303637.3854 0372.8 F.D. RINGEL L.S. 23613 DATE: E 1303726.3486 0 0 RIM „� 233.81 RIM = 2-3-4�7 234.33 � \ IE 24 S = 5 224.86 " = 26 �7 226.89 IE 24 S - rry v� 0 o= 0 o� 0 > o0 a W , IE 24" N = i � 224.82 \ lE 24" N 226.87 226.91 N 3 W W b m _ IE 12" W =� 226.10 ,R IE 12" E-� 228.26 LEI LLI lFj CB RIM E. I . E. o o Q--------------------------------------------- -- _ ----_-....1E-8 .E..=-226.15---_--------._.. ..----_------.-. .-----:--------- _..... �E-1-2„- W-�---------- 75------------_------:-----CB--36-------._---------:------------------------------- -- - ------------.---- �no nn T NEW CB TYPE-1 m N 191797.3756 Q_ TRENCH PLUG STA.: E 1303700.5223 : N 192675.3664 RIM = 234.00 250 :........ E 1303604.7839 IE 12-„ E= 230.00 Q _ (SEE- �DETA1L SHEET 18) ...... . - ... . ......... . ..... 71.6.2 .._ - - - - - ... _ . . 0 0 0 240- _ = J - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . . . . . . . . . . . . . . . . . . . . . .� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Li) 230: : : w ------------- ............ 0 - 220: Lj w - -.--Uj ft�V) 210 ----------------------------------- ................................... Li Q z z w CD L o EXISTING CENTERLINE Cl- CD =��eS 250 M 240 - REMOVE EXISTING 15" CONC.: SD : : � : 230 - - ---- w . REMOVE: EXISTING 15 " CONC. SD- - - - - - - - - - - - - - - - - _ - - _ - - - - - - - - - - , - - - -_LLj - - REMOVE EXISTING 15 CONC. SD -- - - -- - - - - ------ : ----- -- - --------------------- -- : - 5 PVC SD - - - - --- - - - OF 24 C . - �g LF 90 - 4-9-7 LF OF 24" C905 PVC SD CAD - 1 131 61 .5 1 .09% 42-7- LF OF 24" C905 PVC -SD @ 44591. 201 1.02 - 134------------------- -----1.67%................... : -------- ----------- ALL WORK ON THIS SHEET IS SCHEDULE- "C" = = ............... ....---------------------- ---- .................. PROFILE :SCALE HORIZ. 1-"=20' :VERT. 1''=10' .........--•---•........................................... ............. W 220 w . cn 210 t 7'f1 . i1,'!/ /'