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> - EXISTING 72" DIA. SEWER LIFT STATION HDA BENCHMARK "BM-20"
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EXISTING IE 8" E=263.06 SET RR SPIKE IN N.W.
34 LF OF 16" C905 ❑ NEW IE 16" W = 262.76 (CORE DRILL MANHOLE) FACE POWER POLE,
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FILL WETWELL WITH CONCRETE ON EAST SIDE OF ABERDEEN AVE.
`' PVC SS C� 0.5% U SLAB AND CHANNEL TO INVERTS. OPPOSITE HOUSE #2304
NEW 6" SIDE SEWER c Q z LIFT STATION SHALL REMAIN IN OPERATION
(TYPICAL) z 1 o (_0= UNTIL NEW DOWNSTREAM SYSTEM IS TESTED ELEVATION = 273.14
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CB #20BE DEEN N.E.NEW 16"PVC SEWER CB- #- 19
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SSMH #14 STORM 23 �FOF -12
LPEP` @ 1.5-
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C N 189827.8212 NEW CB TYPE-1�' ---- _ _ 7--LF- -- - - N� C STORM i - - 1 - RIM 30488 34 N 189772.4064 : \ - - CPEP® 2:0� CB -# 17--------- .RI = -. 2-69-.25----- ---..•...-:130 877,50 - -�- -IE 12" E - 9a 1 - .... RIM = ii 8 69 27..8 40 LF 0 8,, PIl SS - J f -- -- - - -- / see f /"W!� 3.9%; > W
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CD IE 12" S = 266.00 26 .06 - IE 12" N = �66 5 66.81 5.0/, S S --- `I• A i� / CB # 18 / L,L1
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IE 12" N - 265-8$ 26 10 �� T7---- ----- // ----------------------- --77-
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- -5-4-- LF OF 12" -CPEP @ EL op ^ IE 12" N = 269.92 ' J �,
CONTRACTOR SHALL MAINTAIN SEWER SERVICE
" i ~ r N IE 12" S = 269.92 AT ALL TIMES DURING CONSTRUCTION
0 260 - 61 -69= LF OF 12 CPEP 55:5 3.2% I I Q �_ >
� - ® 0.5* 2.8%
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-Y.� PROFILE A I Q I „
Profile Continuation - I I N i HDA BENCHMARK "BM-8" ( ) \
O �� �I� a E. 8 STEE/ E 268.62
SET RR SPIKE IN N.W. E. 12 C0NC.(SW�-268.52 KiIV 2 7
CB #19 I I FACE POWER POLE I.E. 12"CONC. N-269.02
L' REMOVE EXISTING -CB AND I I J '
E�w ----------------------------- ------ I I AT S.E. CORNER INTERSECTION I.E. 12"CMP(E)=268.77
n PEPLACE: - WITH- NEW -CB 'TYPE-1 I , -
a CB o N 189818.3058 = _ ABERDEEN AVE. & N.E. 24TH ST. NOTE: I.E. 12"CMP(NW)=268.67
- E E 1304916.5278 ELEVATION - 285.60 SIDE SEWERS SHALL HAVE A MIN.
REMOVE EXISING CB AND I I SLOPE OF 2% FROM THE SEWER MAIN
a� RIM z�� 271 .29 I
MD E REPLACE WITH NEW CB TYPE-1 - ��Q �� 268.57 : - I TO THE ADJACENT PROPERTY LINES.
°' N 189863.18 IE 1 Z_ E = �T
E „ I SIDE SEWER STUBS SHALL BE 6 FEET a213
E 130-491-7.1 1 IE _ 12 - N- = $-267.89- . .
„ I I DEEP AT THE PROPERTY LINE IF POSSIBLE.&1162 C 40.11I�
�, RIM = 2�2 271.21 - - o IE 12 W = 2�2-0 265.94 I I
0 1E 8" E_" 6 2 2 6 9.5 3
c� IE 12" S 26602 68.4 - CD!
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270
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Un CB # 17, 18, 19, 20 AND 34
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AND THEIR RESPECTIVE PIPES
/ 52 LF OF 12" CPEP
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�> » i I i ELEVATION: 317.23 FEET CB # 13
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LOCATION. Intersection of NE 251H ST
W i & Edmonds Ave NE.
DESCRIPTION: 2-112" brass disc on SSMH # 15
i Z I conc. mon. 0.4 feet in NEW 48" SSMH
- i mon. case. N 189883.98
E 1304897.3 1304901.06
• RIM = 272.05 271.66
1E 16" E = 262.83 262.59
1E 16" N = 262. 75 265.51
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SCALE 1 "-20'
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189826.10
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1304896.26
RIM = 272.00
271 .36
1E 12" E _
263 80 265.33
IE 12" W =
264.9-3 264.58
IE 18" S =
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IE 24" N =
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CERTIFICATION �CK
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190132.85 - -
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1304904.22
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-LOCATIONS OF THE TOPOGRAPHIC FEATURES SHOWN HEREON LY
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ARE THE RESULT OF A SURVEY MADE -BY ME OR UNDER �+
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NEW 48 SDMH
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2�� 261.36 : :
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NOTE:
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CB- 17; -18, -19, -20, 34
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y - RIM- = 266.27 286.83
IE 8 W =
278.15 :
PROFILE SCALE -
AND THEIR RESPECTIVE PIPES
- - -
-
_
230 :
F.D. RINGEL L.S. 23613 DATE. _ L
EXPIRE$ 9/11/
LOD IE 24" S = : 261.50:
IE 24" E = 261.46 261.40 :
- -
HORIZ-. 1 "=20'
VE RTC 1 "=10'=
ARE A PART OF SCHEDULE "A"
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