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c�I N I I EX.CB CB 134 q NOTE:
a (n N' 189959.2685 NEW C9 TYPE- I � , � , SIDE SEWERS SHALL HAVE A MIN.
280 E 1304886.0255 : N- 189899.3502 �` 1 \ \ SLOPE OF 2% FROM THE SEWER MAIN w ISTING 72" DIA.
RIM = 272.20: E- 1304879.2679 9 136 CO #2 - \ TO THE ADJACENT PROPERTY LINES. WER LIFT STATION HDA BENCHMARK "BM -20"
• - - - - - - - - - - - - • . RIM - =- 268.50:... Z J - Y SET RR SPIKE IN N.W.
IE '12 "' S' = 2159:92 ' ' ' ' ' : ' ' ' ' ' ' ' ' SIDE SEVIER STUBS SHALL BE 6 FEET y Z ISTING I£ 8" E = 263.06
IE 12" N = 2169.92 I£ 12" S = 265.35 / I - i 1 Q DEEP AT THE PROPERTY LINE IF POSSIBLE. Z N W IE 16" W = 262.76 (CORE DRILL MAN OLE) FACE POWER POLE,
(L o IE f2" N = 265.35 Z B O i ti 34 LF OF 16" C90� I FLL WETWELL WITH CONCRETE ON EAST SIDE OF ABERDEEN AVE.
W } ? 0 _ E I \\ P C SS ®O.S G _j r ? z L FT STATION REMAIN OPERATION OPPOSITE HOUSE 2304
Z W L - �T p CIRSN�i I N Ul � a N
Z B -1 I ) R U = 11 =w U TI STREAM SYSTEM IS TESTED ELEVATION = 273.14
" u% V - _ I O_ I a N, (TYP C Z d o U o L NEW DOWN L
DE SEWS A IN
W W W : P£P ® O� < �i ap 1 I\ Q M o w w A D AN ED. w
f.o% _ _ -� I \ LAWN U O a LAWN w z a
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!- _ _ w Gj \ w LAWN H
g Z�C 260: - Say Below ar U Z> ' �� III Z Q Q U Of >_
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W d. - - x ° :.........:... Profile Con;.nunti \ \ I p Z - Z
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a� x ' x �.
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W W Z LU G NVEL I 1 GRAY \ 1 FFt o _ .P_ F
y (9 Q y \ \ ! 1 \ \ \ \ \ 6.. ✓ CO WALK
'PROFILE: "A" seep fue
Q W D \ GRA EL ( WN \ _
J ;' :................... ..... .... MON. I CASE I i E I J E� \ \ W CB y20 CB X19
��lIJ' i , BE EEN �V . ; , . \ \ \ vs PLUG 12" /
[� Q Q CB. 17 N 190t35.028� I 1 \ \ \ \ \ q O 23 LF OF 12" r
G yIr Q : -J CB ' 18 E 1304002.425 1 I I NEVI 16" VC SEW -R \ \ /Y9 O STORM O T CPEP ® 1.5% /
Z } - N 189827.8212 NEW CB TYPE -1- _ _ - _ - _ _ S MN.I #1M _ _� - R \ \ \ \/ ) 1 �T /
�. E 1304882.1134 N 189772.4064: r - - - - - 4#5
1� Z : . . . . . . . . :.......RIM .= . 270.00.:.........:...... E. 1304879.1061:... SSMH CB 3 - - - - - \
d N ® Y : IE ;12" E = 265.00 RIM 270.00 / I =d
W IE :12" S = 266.00 IE 12" N = 266.55 / SDMH #12 / / / > _ - - - _ -
y Z CO CO IE -12" N = 265.00 / ' - - - - - _
y
270 \ �L / w / N W 249'PVC STORM Sea pr
Q i GRAVEL W
-- - - - -. _ „_ -___ (see .file "A ") - ee pv0file A )
INsrALL po 0 8� P�0 ss / K r'
tLl C ... :.... ... - --- ----- ----- -- - - -- 5.0% 0 .1 34.dj3 2.7 / / S- 3 S - / Co Ij /
��jj jj / / Q C �
N IIfSTALL SUR E AN UT TO 5 LT ! I / /.. - ' \ -
EDk(ISTINGIIGRA I I I \ ! /....J /. /...__. /..- ._... /_.
54• LF OF 12' .CPEP 0 1.0% 19 OF 8'1 AT .0/ - 7992 ( \' I i / / / / / / -
69_LF OF 12" CPEP I I w - - - w /
260. ! ! / I o / / / / ' / Q /
0 0.5% I I ! , /// / / i / / LAWN /
NN o N ..... ' .. ............................... ........................... ... o o RIM = lzao o c� - - 27o c� LAWN
- See Above for �' h O
z a O N.c Profile Continuation PROFILE "A" 1 00 \ IE 12' N = 269.92 CONTRACTOR SHALL MAINTAIN SEWE SERVICE \
!� E iv w cv IE 12" S = 269.92 w AT ALL TIMES DURING CONSTRUCTIO
3a 1 a 00 a
CIJ
= i C RM 119 C V ' � a REMOVE EXISTING -CB AND VV)) U) w w U =
PQ a .............:. ......... ...............REPLACE- WITH'NEW CB TYPE =1 I ¢ N
�� n HDA BENCHMARK "BM -8" 271 E (E = 268.62 CB
U {Yy rn o - N 189818.3058 ; z
I.E. 8 "STEEL
} P s I - SET RR SPIKE IN N.W. I.E. 12 "GONG. (SW)= 268.52 RIM = 271.17
z 3 a : REMOVE EXISING CB AND E 1304916.5278
RIM = 271.17 FACE POWER POLE, I.E. 12 "CONC.(N)= 269.02
v g ° REPLACE WITH NEW C8 TYPE -1 a U _
` E N 189862.5440 IE 12" E = 268.77 O -
a RfM3042712226 - - - ' - - - - - --- - - - - - ' ' 1E .12 ". N ._. 267.78. , . ABERDEEN AVE. &NN.ES 24TH INST. E. 12 "CMP�NW)? 268.67
o IE 12" w = 266.20 ELEVATION = 285.60'
`®i o IE 8" E = 268.62 I
IE 12" S-= 268.60 - RN- -
270 : g..
S - - ------ - - - - -- - -
NOTE:
o : ® i flX F 12" CPEP SCALE 1 " =2G' AND THEIR$RESP,EC �VE AND
PIPES
260 : CITY BENCH MARK ,1837
ELEVATION: 317.23 FEET ARE A PART OF SCHEDULE "A"
......... ' . ' ' . . .. .. "PROFILE' "B "" ... ...... LOCATION: Intersection of NE 25TH ST
& Edmonds Ave NE.
z DESCRIPTION: 2 -112" brass disc on
3 conc. man. 0.4 feet In
man. case.
cn r
SDMH j12 CB 13
NEW 48 SDMH
SSMH 14
N 190132.1620 NEW 54 SSMH WITH INSIDE DROP NEW 48" CB TYPE -2 SSMH z - E.1304894.8992 N 190128.6047 NEW 4815SSMH N 189827.7297
z RIM = 286.27 E 1304900.1577 E 1304892.1130
IE 24" S = 261.52 RIM = 285.92 N 189885.0638 RIM = 272.00
z IE 16" S = 261.54 E 1304897.3879
1£ 12 E = 265.80
o \ IE 24" E = 261.46 IE 16" E = 26f.44 RIM = 272.05 IE 12" W = 264.93
IE 8" N = 277.92 IE 16" E = 262.83 IE 18" S = 263.50
2 9 O IE 16" N = 262.73 IE 24" N = 263.02 -
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z -
K
m 270 <N v -- -- -- - _------ - -- ---------- ----- -- - - - -4� -----------------------------
<� j 270
LiJ .. ....... ............................:.. a .. ........ .........
v.. .v..... ..:.W
Uj
300.45 LF OF 24" C905 PVC SO 0 0.5% _
V)
260: - - =- - - - - -- -- -- - - - - -- - - -- -- :260
�. 2'38:49'CF.OF76 "'C905'PVC'SS ®0590 ..... .......:....
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V)
250:
............................... :. .......:...�.....:............. 250
GGZIMMF ........................ .... ........................... ......... .. ....... ........... .......................SCHEDULE "A SCHEDULE ,: �;;......_... ..........................:....
`'240: NOTE: 240
.......:: ............................... ................... .. ....... ....
S x7 ie o G\�4� - 2DV PES :... .
PROFILE SCALE CB IT7; 'T8;' -1J,' '34
HORIZ' 1 �20' AND THEIR RESPECTI E PI
c�30 S /oNnLEN V'ERT. 1 ' =10' ARE A PART OF SCHEDULE: „A„
EXPIRES :230 1
..................:......................... ............................... .
_' WWP=' -11 S -2 1 020
`<v; S.- 216207 SCANNFD DEC 101999
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