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CO EXISTING 72" DIA.
o cal #36
CB #26 _ CC HDA BENCHMARK "BM -20"
-I. - Sr"r S �T 6 SEWER LIFT STATION
N EX.CB - CB #34 EXISTING IE 8" E = 263.06 SET RR SPIKE IN N.W.
N t!?15Q:2685- 189969.83 NEW CB TYPE- I : � j / �S, j NEW IE 16" W = 262.76 (CORE DRILL MANHOLE) FACE POWER POLE,
280 E 1;30486..9255 1 30 4883.67 N: tB9899 3502 189888.65 /. 34 LF OF 16" C905 FILL WETWELL WITH CONCRETE ON EAST SIDE OF ABERDEEN AVE.
RIM = 2�-2 -2 .273.61 E X1304880.75 Pvc ss ®D.5% OPPOSITE HOUSE 2304
SLAB AND CHANNEL TO INVERTS.
N - - - RIM 2 3fiB- 52n65.3 80 : ST BORING I _ LIFT STATION SHALL REMAIN IN OPERATION IE 72» " S = 2b9.92 " " � _ NEw 6' sIOE sEwEe
IE 12" S = Yb5 ✓5 266.80 _ ' B -1 \ i (emu-) UNTIL NEW DOWNSTREAM SYSTEM IS TESTED ELEVATION = 273.14'
�>- IE 12 "W 269.96 IE 12" N = 26535 266.89 / ® \ I - AND APPROVED.
270 8-7
Ld
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W 3.7q - I. �.- . t- , rt f- -- -- - - - - -- - L -r - -- - - - - -- - - - - - -- - - -- - - -- - - -- - - - - -- - .
Z O Z 0 : See Below for - .. ,T_.- \E _ _ -- ' _- - -- _- _ _ - - - - -- - - - -- --
W IY - Profile Continuation MON. IN' CASE. _ _ - �` -'- ' '
W ....... .. . . .... ......:... ................ .......... N 19013,5.9281 I (see protle�;B'7
� _ _ - - E 1304902.4257 - I - -. ' _ _ - -
Cg #20 C8 #19
QOQ� :PROFILE: "A" I SMH #1� AVE. N.E.NEW 16 ° PVC SEWER, �'�PLUG 12"
Wow ERDEEN A
Q - _ : -- -' -- -- STORM
---- - --`-- _ 2" a-
W ... ......... - - - - - - - - - - - - - SSMH #15 LP 6
i,
23 OF 1
® 15
~ J NB989827.8272� NEW CB TYPE -1 : SDMH, #12 / - - - - - - - - - - - - - - - - �" - _ -
Q : NEW CB TYPE -1 CB #18
O
.� }- _. I - - - - -N� - µay C S76R
- E 1304882.113:7 N 189772.4064: --
z E. }3948 9- t8Fi-: 13Q 877.50 " �J 1 _ PEP- ® -2:0X �L. CB -#f-7-
N � W .... . ...:.. . .. . . EM72" g3f:5:BB -2 .13 : RIM : = 3�O:B� 270.8 INSTALL 40 LF OF, 8 Pl/ SS I. y -- // (see prgflle F1,= .CB... 34 »q 3.9% - -- - , � � se " w ,
L-I O IE 12" S = 266:0 &26 .06 IE 12" N = 26fr-55- 66.81 ®S.O.G TO Sj'A.f09 ±34. 2.75 LT;- /__ -c _ _ -_ -- �� (see profile '�- - _ ( e rofile q•)l
z� ~ 70 IE 12" N = 2656926 .10 ---- EXISTItG GRAQ�. AN I TO ' /, - - - - -- / - - - - -- - - -- -----------
.; --------- - - - - -- --- - - - - -/ - - -\\ 7 CB #18// Vi
- --_ - - -- - -- - - -- - - A_—
I�OF 8 SAT E o. C 279 2 7------ ---- - -- - --- ----- ----- - - --.- - --I - - -IW ... - - d / � RIM = 272.20 -00 34- LF OF 12" :CPEP ® -1-8 r� ^ IE 72" N = 265.42 CONTRACTOR SHALL MAINTAIN SEWER SERVICE
260 : 61 6g =LF OF 12" CPEP 55:5 3.2% I !E 12° S = 269.92 AT ALL TIMES DURING CONSTRUCTION
a° 0 9:5N 2.8%
See
Profile Continuation PROFILE �,A,�.
O O 3� HDA BENCHMARK "BM -8" u'
E-� c SET RR SPIKE IN N.W.
�w - i FACE POWER POLE, - -
REMOVE EXISTING ce AND AT S.E. CORNER INTERSECTION - it
W da ... REPLACE WITH' NEW 'CB TYPE -1 -
�O+' ce N 189818.3058 i i ABERDEEN AVE. & N.E. 24TH ST. NOTE: _: g
` E E 1364916.5278 - ELEVATION = 285.60' SIDE SEWERS SHALL HAVE A MIN.
=o L REMOVE EXISING CB AND I I
- RIM ; x:17 271.29 SLOPE OF 2% FROM THE SEWER MAIN
- REPLACE WITH NEW CB TYPE -1
qal N 189862 5448189863.18 : IE 12" E _ 268.?2 268.57
IE ,12 N.. =..?6 $.267.89.. DEEP AT THECPROPERTYLL NE IF POSSIBLE. TO THE ADJA E.:.�,�.9;26-1304917.11 SIDE SEWER E RIM = 271:22 271.21: IE 12" W' 266:.28 265.94
o IE 8" E = 268.62 269.53
IE 12" S:= 268:6 0268.4
NOTE:
270 ----------- - - - - -- ~
cn 19, 20 AND 34
I I AND THEIR RESPECTIVE PIPES
5-43- LF OF 12° CPEP _ ARE A PART OF SCHEDULE "A"
a ®- 1.3%
02 2 6 0 N i CITY BENCH MARK 11837
_ PROFILE .. . ELEVATION: 317.23 FEET
LOCATION: Intersection of NE 25TH ST CB #'13
W & Edmonds Ave NE. NEW 48" CB TYPE -2
Z i i DESCRIPTION. 2 -1/2" brass disc on SSMH #15 N "==^^ 'ter 189826.10
3 Z NEW 4S" SSMH E !3�3�F 1304896.26
O a - coot. man. 0.4 feet in
I
RIM = 2'�0 271.36
N o z man. case. E ' o°^ "°�^ 1304901.06
i N 1 -�-�e- 189883.98 IE 72" E = 26r8B 265.33
a ' IE 12" W = 264.94 264.58
I I I RIM = 22:85 271.66
- j IE 16" E = 262:3 262.59
IE 18" S = 26338 263.29
IE 16" N = 262.73 265.51 IE 24" N = 263:e2 262.82
i I
I I I
z I I
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0
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Z U N I I
6� fi k0
' SCALE 1"=20'
I I
" a
g 290
- - . .... ........ ..... - -. ........... ----- -- --------------------------------------------------------- ------ - - - - -- - - - - - -- - -..(.- ......... --- ..... -------------------- ....- - - - - --
:1
270
260
Z
0
250
CERTIFICATION
1 HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL
:LOCATIONS OF THE TOPOGRAPHIC FEATURES SHOWN HEREON
240 ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER
MY DIRECTION.
F.D. RINGEL L.S. 23613 DATE::
0 230
Z..............................
# 4
-- _ NEW SSM# WITH INSIDE -
R
N 1HBt28r684� 190132.85
E 136499& --K57r 1304904.22
VSDIH 12 RIM:= 285.9 -2 286.51
IE f6" S = 26}_-54- 26146 -
NEW 48" SDMH - IE T6" E = 26-1 =44 261 , 36
.. N : ==��2= .190137.07.......
..F 1E a" N = 2278.15 .1s
23673 E :3.'' -:=�= 1304900.65
RIM = 286..2 286.83 IE S" W = 278.15
IE 24" S = 261.52- 261.50: -
EIfPIRE$ 9/11/ IE 24" E = 261.46 261.40
ROLL
rm--
----------------- ----------
PROFILE SCALE
HORIZ. 1 " =20'
VERT.- 1"=10':
rTr_
:280
�� co
---- - - - = -- ---=--------=--------=- - - - - -- 270
o ..................... ..w......:............
..-
w
U)
w 260
w
to
..................... ..........
SCHEDULE "A" SCHEDULE "D"
NOTE:
CB - # -171 18, 19;- - 20,..34
AND THEIR RESPECTIVE PIPES
ARE A PART OF SCHEDULE "A'
250
:240
- - -- -------------- ............................. ..... 30
sCpTiI1ED -JUL 17 2001 -
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