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110 IN, BY ENGINEER
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FILTER FABRIC FENCE SHALL
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UTILITY EAS �EI(T
ALONG DOWNHILL EDGE OF CONSTRUCTION
0 PROTECT WETLAND AND EASEMENTS, T
SEE -SHEET 2', --60 -WQ_ODED AREAS.
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10TEMPORARY _T7
CONSTRUCTION EASEMENT
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SDMH
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SDMH #3 TEST REIRING 24"C ERRY
"V TP-2 �NEW T'_D1 E7
12" M
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-4�0NLVRAJIGTiON BASEMENT
UTILITY EASEMENT N 190890.5555
E 1304248.6409 4x
- - - - - - - - - - - - -
TEST
CONTRACTOR TO REMOVE
ALL UNDEVELOPED AREAS WHICH ARE
NOTE: 8" PLUG (MJ) WITH
9 9 2" TAP AND 2" TEMP. NEW 6" SIDE SEWER AND DISPOSE OF ALL
SCALE 1 =209 DISTURBED SHALL BE HYDROSEEDED. BLOW -OFF ASSEMBLY N 190888.3755 EXISTING 4" DIA. POSTS
ALL DEVELOPED LAWNS SHALL BE PER DETAIL ON SHT 18 (TYPICAL) E 1304366.1668 THIS WORK SHALL BE
CITY BENCH MARK #266 RESTORED WITH SOD. 8" WATER: 45* BEND (RJxRJ) CONSIDERED INCIDENTAL
ELEVATION: 247.87 FEET WITH CONCRETE BLOCKING TO OTHER WORK
LOCATION: Intersection of NE 28TH ST
& Jones Ave NE.
DESCRIPTION: 118" copper pin on 5"
dia. round conc. mon.
0.2 feet down in mon. case.
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LOCATIONS OF THE TOPOGRAPHIC FEATURES SHOWN HEREON
ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER
MY DIRECTION.
WF.D.RINGEL L.S. 23613 DATE:
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SDMH #3
NEW 48" SDMH
�-19
N 1!90896.5G4-2-190 8 .19
E 1304146.8 13041 .03
RIM = 267.Ge 2L64.82
1E 24" E 25!.!6249.95
IE 24" W = 251.08 249.85
NOTE:
SIDE SEWERS SHALL HAVE A MIN.
SLOPE OF 2% FROM THE SEWER MAIN
TO THE ADJACENT PROPERTY LINES.
SIDE SEWER STUBS SHALL BE 6 FEET
DEEP AT THE PROPERTY LINE IF POSSIBLE.
- - - - - - - - - - - -
N 190890.5555
E 1304248.6409
TEMP. BLOW -OFF ASSEMBLY
SSMH #4
NEW 48" SSMH
N 19990+ '19 190900.73
E 1304149.1 1304149.82
RIM = 267.00 264.73
1E 16" E = 251.17 249.86
IE 16" NW = 251-19 249.76
_HDA BENCHMARK -BM-17-
SET RR SPIKE IN NORTH
ROOT OF A 36" MAPLE
ELEVATION = 264.00'
SDMH #4
NEW 48" SDMH
N 190892.46 1 9\08( ) 5. 2 3
E 1304364.7 1 491367.1
SSMH #5 RIM = "ems 263.
NEW 48" SSMH 1E 24" NE 252.;32- 50.8
N 199897.92 190 0.24 1 E 2 4 " W 2 5 2. 2L34- 2 0. 9
E 1304;363.3864 13043 56
RIM = 263.95 26�14.01 ' IE 16" NE = 252.32 251.02
IE 16" W = 252.22 250.92
8" WATER MAIN FROM
N 190899.4896 TO N 190890.5555
E 1304306.1071 E 1304248.6409
I -SHALL. BE. PUSH, ON. JOINT PIPE ...................
N 190888.3755
E 1304366.1668
8" WATER: 45* BEND (RJxRJ)
WITH CONCRETE BLOCK
N 190945.9552
E 1304436.2868
8" WATER: 45* BEND (RJxRJ)
SSMH 46
NEW 48" SSMH
N !9e954.6ee6
190954.55
E 13944;33.
980 1304431.97
RIM = 264.Oe
264.79
1E 16" E =
252.86 251.49
1E 16" SW =
252.76 251.39
N 190945.9552
E 1304436.2868
SDMH #5
NEW 48" SDMH
N l9e95e. e4 190 0.79
E 1364434.8 13044 46
RIM = 264.00 264-89
IE 24" E = 252=6 251.49
1E 24" SW = :25:2.75 251.39
1 8" WATER: 45* BEND (RJxRJ)
n
< TEST BORING
8" WATER MAIN FROM
B-10
TEST BORING N 190944.7206 TO N 190899.4896
Li..... 270 ...... ....... ....... ..... .. ......... ........ ... ..... .... 2 7.0..,
E 1,304495.7206 ..... E '13,04306:1-071 .......... ......
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n EX) riA, I SHALL BE RESTRAINED
I
... 2.60 ......
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..... 250 ....
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Li
196
1-9 0. A3 LF OF 24 C905 PVC 'SD @ 0.5%
U GROUND-
TEST BORING
3' MIN. COVER- TP-2
. .... ......... ....
'221
2 13.92 LF OF 24" C905 PVC SD 0 0. 5%
JOINT PIPE AND FITTINGS
- - --- - - - - - - - - - - - - - - - --
NEW 8" DI WATER- MAIN WITH POLYWRAP
LW
Li il 2 �5 0
Ldl
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87 -0.6%
66.73 LF OF 24" C905: PVC SD @ 4-5,%
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............ ............
5y .....
186,98. LF OF 16"' C905'PVC'SS'@'&- APPDX. BOTTOM
194. 0.6% OF TF_':�T BORE
8-&.� L F OF 16"- C905 pvc s s @ e. 5 5%1
214.3-1 LF OF 16'! C905- PVC- SS- @ 0.5%� 0:6% ... ...... .............
�Ppox�-Bb�.Ttom '84 ......................
OF TEST BORE
NOV. 18, 1996
............. ......•
ALL WORK ON THIS SHEET IS SCHEDULE "A"
APPDX. BOTTOM 216 7.37
'O'F' TEST 'BORE .................. ......... ......... ....... .......... ......
PRO -FILE SCALE
HORIZ. 1 =209
VERT. 1 99 =1109
240_ ...............
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