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Lda HDA BENCHMARK "BM -13"
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CORNER D A
4"j, E ; N N l -' 5.3p CONCRETE FOOTING FOR LUMINAIRE
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Z¢ j - CB ON N.E. SIDE KENNEWICK PL. N.E.
W W RIM L3 .90 l ELEVATIONRTH 234.77E N.E. 29TH ST.
I2 "CONC 'SW)= 2'30.80
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KENNEWICK PL. N.E. -_ <34 ; so 0 8.0x/ 2 , w
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cN S.CALE 1 "=20' �'`` !€y '� `CB N 191985.9673
/ HDA BENCHMARK M -14" E 1303632.6731
RIM °32 ^7
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CHISELED A "X" IN EAST FOOTING I.E. 9 CON (SW)= 29 r. RIM
CITY BENCH MARK 0266 �% � � � / BOLT OF 'A LUMINAIRE, ON I.E. 12 (_-0NC (IVE) 229. ; I E
ELEVATION: 247.87 FEET SOUTHWEST SIDE, KENNEWICK SDMH LE.
LOCATION: Intersection of NE 28TH ST /- /�
s / �- /% PL. N.E. AT MIDDLE OF CURVE RIM= 234.37
as �.
et Jones op r ELEVATION I.E. 15 "CONC C-
�� � DESCRIPTION: 1/8" copper pin on 5" �1 � �-� � _ 233.62' ' � _
dim round conc. man. / i LE. I; "GONG (NE) -�; 8.2t
0.2 feet down In man. case. ! �:� % 1, E.' 15 "C'ONC.�NW)- 127.82
CERTIFICATION
n € I HEREI Y CERTIFY THAT THE HORIZONTAL AND VERTICAL
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LOCATIONS ,OF THE TOPOGRAPHIC FEATURES SHOWN HEREON
CB 31 CB 30 ME: THE RESULT OF A SURVEY MADE BY ME OR UNDER
REMOVE EXISING CB AND REPLACE MY DIRECTION.
D WITH NEW 48" TYPE -2 CB N H NEW , 48" : CB AND REPLACE F.D. RINGEL LS. 23E73' "
REMOVE EX
N 19198914193 WITH NEW 48" TYPE -2, CB
o E 1303637.3854 3337 DAM. 1�1A
z " RIM = 43,F91 233.81 E 1303726 3486
° IE 24" Si, _a 66 224.86', RIM =43+37 234.33 oe�o a ^+ /i•
_ IE 24 N ;L? +65 224.82 S 496 8� 226.89
N - 446 228.91
ao 0 00 �$ IE 12 EW 4sfF 228.650 IE 24- . E... z4'9e.901228.28 .............
a _ IE24
a IE _12
IE 12 : W = 0Be-90 227.75 CB', f36 CB .
NEW CB TYPE71
a N 191797.3756
a TRENCH PLUG'STA. E 1303700.5223
a N 192 75.3664 RIM = 234.00
250: E 1303604.7839 IE 12" £ = 230.UO 250
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230: � o --------------- - -------- - - -- -------------- - - - - -- - -- - - -- - - - -- - -REMOVE. EXISTING 15 "" CONC.: SD W„ 230
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REMOVE: EXISTING iSCONC SO: --------- - -- -- -- --- -- -
REMOVE EXISTING 15' CONC. SD ___ _ - --------
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--------------- =-------- ----- --- - - ---------------------------------
--- = - - -- ---- ---------- - - - ----------------------- - r59•LF OF 24" C905 PVC SD O
75 220: W +f- LF OF ' 24" C905 PVC SD 0 4+391 ® : 1.002x ' ' 220
...... .
+4t LF OF 24 C905 PVC SD 18 5 0971
.......... ............. ............................... ........,........ ..... 1. 67%.._......'.... .....:......'......:.......... 201...... ..........,.. ..................,.......... ...... .. ...W.,. ....
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ALL WORK ON THIS SHEET IS SCHEDULE C s
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PROFILE SCALE
HORIZ 1:"=20"
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SCANNED MAR 3 0 2000
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