HomeMy WebLinkAboutS-216215REGRADE SLOPE AND PLACE
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F' 15 UTILITY EASEMENY
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w 0 E I' NOTE.-' 8 ".PLUGI (MJ) WITH - - -- CONTRACTOR TO REMOVE
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1 I '� � IMBLY N 190888.3755 ;�;. EXISTING' 4" 'DIA. POSTS
� C A L E I � Z O DISTURBED I SHALL BE H ,k� I i ASSE
II wa ,I �I III ALL'DEVELOPED LAWNS SHALL BE �' �_ 1 / PER DETAILI ON SHT 18 (TYPICAL) E 1304366.1668 THIS WORK SHALL BE
RESTORED WITH SOD.' `''I'UI'' P I `-E CONSIDERED INCIDENTAL
CITY I BENCH, MARK #266 : ' 8" WATER:' 45 °' BEND (RJxRJ)
All
I � � rno ELEVATION; 247.87 FEET 'x WITH CONCRETE BLOCKING TO OTHER WORK
LOCAITfON: Intersection of NE 28TH ST
li o 5. & Jones Ave NE. N 190945.9552
cFa !II N / peer pin on 5" NOTE E 1304436.2868
yy m:E DESCRIPTION: 1 8° co
x mE dia. round cone. mon. : :. SIDE SEWERS SHALL HAVE A MIN; HDA BENCHMARK "BM -17" : 8" WATER: 45• BEND (RJxRJ) '
SLOPE OF 26 FROM THE SEWER MAIN a
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0.2 feet'I' down in'mon: case. SET RR SPIKE' IN NORTH
'.tea TO '::THE ADJACENT PROPERTY: LINES.
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SIDE
�� !- - -- - - -, DEEP AT THE POSSIBLE. ROOT OF A 36 MAPLE
PROPERTY LINE IF'POSSIBLE. ELEVATION = 264.00'
SAIIIIII12162,15t STUBS SHALL BE I6 //�� t
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SSMH 6
= TEMP. 24 , ,
N 190890.5555 NEW ',48" SSMH
E 130890. 6409 SDMH #4 N 790888.3755 N }989 .661 190954.55
E $90 11166,6989 1304431.97
BLOW-OFF ASSEMBLY NEW 48 'SDMH E 1304366.1 -668 RIM = $6+66 284.79
z N 49689 -46£16 1 95.23 8" WATER: 45• BEND (RJxRJ) _
3 Y CERTIFICATION ^S K D E h3Af36�fr74531 67.1 WITH CONCRETE BLOCK IE 16" SW $68x36 1.49
o �C'" s SSMH 5 RIM = 1699 -9 r 283.
x �b
I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL �` r NEW 48" SSMH IE 24 "' NE _ $5s0rl 50.8
u LOCATIONS OF THE TOPOGRAPHIC FEATURES SHOWN: HEREON /Yt SDMH 3 SSMH 4 N -7 1 .24 i' = N 190945:9552
E 1304436.2868
a ARE THEr RESULT OF A SURVEY MADE BY ME OR UNDER' W t' NEW 48" SDMH EW 48 �` E i�B,f3&3 3864 -1E 24 Wi
N SMH
MY DIRECTION. N:9B89G6@f2 RIM = ,rss26401 8" WATER: 45' BEND RJxRJ
<: -: 119 19 N #sere, -1989 190900.73 ( )
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1 E i61.rasat 13041 03 E z.Tr 11304149.82 IE 250.92 SDMH #5
z RIMe�284.82 RIM - z�6� -BB-'
4rrto� l = 284.73 IE 16" W = &281.02''', N£ 48 'SDMH
RINGEL L S. 23613 DATE ;, W
WL iJt1�: _
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R M 284.89':'...
8, WATER MAIN..: FROM i I
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19089015555 If 24" E - ,iaca- gr251.49
' N 190899.4896 TO N1
£ 1304306 .13042 8fi409 IE 24 SW. �?� 251.39
4
.1071. E 4
. ..:. . ..... ", . , :........ N JOINT PIPE
of
: SHALL BE PUSH 0,
a TEST BORING
8" WATER MAIN FROM
B -10 N `.'190944.7206 TO N 190899:4896
TEST BORING .. ...:......: .... � /.0....
!.w:........ ..• 0 ....:.........:..... .. .. ................. 1071 ...
.. TP -1
o EX /STING GROUND'. JOINT PIPE AND FITTINGS 6
E '1,304495:7206
- - - - TEST BORING
x - `_- OVER TP -2 ----- --- - --
m CV _- 3'' MIN. C - - - - --
i NEW 8" 'DI WATER MAIN WITH POLYWRAP
260 . .. .:..... ... __- -_ C J
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W 87 vc sD
: ¢ge.�6 LF OF 24'.` C905 PVC :SD 0 0.5% zzhdr9z'�• LF OF 24 C905 PVC SD 0 0.5% : F
W 96:-73 L OF 24" C905 P ®�9 -596
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W 194 0.87E OF TEST eorroM 218.
. .: OFTEST BORE OF TEST BORE (n
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zz N :GROUNDWATER LEVEL
2,4Q.... NOV.: ,is,_ 1996. 240
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ALL I CNORK ON THIS SHEET ' IS iSCH DOLE A
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I � � CIF TEST BORE
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