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RIM 285.48
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I �.l //7063 (OLD �HHII TYI�H)
SIGN 294.77
R "SPEED
ARL A, 4 Y CONC IN FROM S.W. 291.99 RIM 283.S6
8" CONC IN FROM N.E. 289.90 2" CONC IN FROM N. 280.40
w 12 CONC IN FROM N. 290.43 ov 12" CONC OUT TO S. 280.20
12" CON,� OUT TO S. 290.38
BOTIOM STRUCTURE 289.87
1209 ABERDEEN
NE
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1317 ABERDEEN I I
T'_
ABERDEEN
AVE NE [1233 ABERDEEN AVE NE AVE AW NE
ABERDEEN
296 . AVE NE 1301 ABERDEEN AVE NE F.F. 295.87
F.F. 96
i F.F. = 297.4-0
F.F. 79t
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21.5 LF Or 12' CPEP @ 1.09,' I 2022 NE 12TH ST
(BETWEEN CB #J AND C6 #35) la
T F
CB JJA STA. 1J+24, 26' LT
NEW 48' C6 TYPE -Y WITH /NEW 48- CB TYPE-1 WITH
VANED GRATE
RIM = 294. 1± VANED GRATE
0 eq
RIM = 294. 1± 2
x -=,% �l ®��87f&
U) REMOVE EX. CB 1E 12" W 286.28 1E 12" E 290.10 4 LF OF 12' CPEP ®1.09 CB 10+50, 15' LT
EXISTING CBj STA 13+42.62, 24 03 LT 1E 4" SW 291.99 (RECONNECT YARD DRAIN) BETWEEN CB #2 AND CB jf2A WEV" TYPE-11 W7741
RIIJ-294.77 7 LF OF 12" CPEP 0 1.0% SOLID ROUND LOCKING LID
IE �2" N - 290.43 (BETWEEN C8 P AND C8 1.3A) RIM = 288.4±
E 2" S - 290.38 CB f3 STA. 1,5+24, 15' LT C8 f2A STA. 10+50 22' LT 1E 12" N = 281.03 44 L /Z E;tlt_v a 7.U;G
IE 8" NE - 289.90 11,JEW '478CB 71-�PE-11 WITH NEW CB TYPE-I Kf774 1E 12" S = 281,03 BETWEEN C6 12 AND CB 12B
IE 4" SW = 291 99 SOLID ROUND LOCKING LID VANED GRATE 1E 12' E = 281.OJ
0 CB STA. 10+41, 2J'RT
U) RIM = 294.5± RIM = 288 2-+ IF 12" w � 284. 13 CB fI STA. 9 +83.07. 25.17 LT
Q L, REMOVE EX C8 1E 12' N = 28J. 7J 1E 12" E 284.20 NEW 48' C8 TYPE-11 WITH
0 EXISTING C8 STA 13+79.13. 14.64 RT VANED GRATE REMOVE EXISTING CB AND REPLACE
<_ RIM=294.09 1E 12" S = 283.73 WITH NEW 48' C6 TYDE-11 W774
IE 8" SW 29&64 1E 12" E = 286.06 RIM = 2876-+ SOLID ROUND LOCKING LID
'If / IE 12" W = 290.03 1E 12" W = 281.47 RIM = 28,186
14+00 PLUG ABANDON 13+00 12+00 11+00 10+00 1E 12' N= 280.40
.7m. 0 - r ............... ...........
............ $ TQ, e/t C. vw ...
ri WITH CONCRETE
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EXISTING CB TYPE II STA 9+83.07, 2517
RIM-28186
2�0.40
.2 o� �E 12" N
E 12" S 2130.20
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ABANDON EX. RM
3: �?90 L.F. OF 72- CPEP 6:1.0X NC S,,
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OF' 12" CPEP 0 1. 0Z Mum= F. OF' • 2- PPEP 1.09
......................... ........... ......... ......... ......... ......... .........
42I.39 L.F. OF 8" C900 PVC ®1.70%
PLUG ABANDON STORM:
U) t--. zc PIPE ENDS:WTH CONCRf-TE
cX SEWER
MH ifl STA. 14+20, 10' L T .270:
:270 ....... ...... ............ ......... . .......
+ ....:... ......:....................NEW' ........ ......... NEW' 48 - 'MIJ .........
-RIM = 295.57 v
0 1E 8' S = 281'50 As
•EXISTING SSMH STA .9+94 61, 10.41: LT
1E 8' N = .281.60 RIM=285.48
z IE 8"•S = 274.25
......... ......... ........ ......... ......... ......... .... •IE N = .2x4.35. . ......... ......... .............. .
23169
SCALD
w-P-27-1825- �oriz. l" ='20' -9-S'lONAL
1" 1-1 z k ISI-121812151
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