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1316 ABERDEEN I 2108 NE 12TH ST L4 i
AVE NE
1302 ABERDEEN AVE NE
r1232 ABERDEEN
AVE N E
INSTILL ASPHALT BERM TO 7 F.F. = 296.413 1224 ABERDEEN AVE NE
DIRECT DRAINAGE TO NEW CB
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B #JA a 2- k, �_ J7 -'
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1117 17AI11DIIII
V, ", ]
AVE NE
F.F. = 296.96
JI
F.F. = 29327
11 1 TBM -A"
ND MON IN CASE
/LEAD & TACK
AIR CB ,42B,"
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C\2 02 S I N.E.
ABERDEEh AVE
C B f2A. __55
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D- - -12- -1- =-1,- --SD-- _/7-�12 _SD
-SD 71 200
MH j#lA SD. - -12" -SD-
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--'�SIDE SEWER --
X_
(TYPICAL)
S �Fl
k
1209 ABERDEEN
AVE NE
F3
1309 A
BERD EN
AVE 233 ABERDEEN AVE NE
VE N NE 1301 ABERDEEN A VE NE F.F. = 295-87
F.F. = 297.40
F.F. = 296.00
21.5 LF OF 12" CPEP @ 1.0% 2022 NE 12TH ST
(BETWEEN CB #J AND CB #33)
0P_ 408 STA. 13 +24. 10.5' RT
NEW 48" CB TYPE-11 W T-1 CB fJA STA. 1J+24, 26'LT
-28 2. S02
VANED GRATE NEW 48" CB TYPE-1 WITH TH
S,
RIM = 294.1± VANED GRATE
94. = 1±
!E 12" W = 286.28 Po M2" I" K- 2 = 200 CB #2 STA. 10+50, 15' LT I 282 3)
REMOVE EX CB
1E 4" SW = 291.99 (RECONNECT YARD DRAIN) BETWEEN C8 #2 AND CB #2A NEW 48- CB TYPE-11 WITH
SOLID ROUND LOCKING LID
7
LF OF 12" CPEP 0 1.07. RIM = 288.4±
(BETWEEN CB #J AND CB AJA) 44 LF OF 12" CPEP ®1.0%
R STA. 1J+24, 15' LT CB jf2A STA. 10+50 22' LT 1E 12" N = 281.03
��3_ 1E 12" S = 281.OJ BETWEEN CB #2 AND CB #28
NEW 48" CS TYPE-9 WITH NEW C& TYPE-1 WITH
SOLID ROUND LOCKING LID VANED GRATE 1E 12" E = 281.OJ
0 CB STA. 10+41, 23' RT
RIM = 294.5± RIM = 2882-1- IE 12" W = 284.16 CB fl STA. 9+83.07, 25.17' LT
REMOVE EX. C& NEW 48" CB TYPE -II WITH <
1E 12" N = 28J. 7J IE 12' E 284-20
VANED GRATE /REMOVE EXIS77NG CB AND REPLACE
IE 12" S = 28J. 73 WITH NEW 48" CB TYPE-11 WTH
RIM = 2876±
1E 12" E = 286.06 SOLID ROUND LOCKING LID
R, i 9 g 1E 12" W = 281.47
1E 12" W = 290.OJ RIM = 283.86
PLUG ABANDON 13+00 12+00 11+00 10+00 1E 12" N = 280. 10
1 4+00 12- S = 280.20
................... ........... . ..... ......... ......... ......... ......... .............. .. .. ...... ........ ....... .............. .........
WITH CONCRETE
CF J,P�_
.........
C3
NEW 4
SOLID
RIM =
1E 12
1E 12
JE 12
N
VB
E
A
I
W
NE
2B
48
RIM 2
1E 1 14
. ........ .
.............. . ....... ............ ...... .........
..... ............ ......
.......... ......... ............
................... ........ ..... .. .... ..... . ....... ......... ... ..... ......... ...... .......... ........ ......... ...
o
o -I co
7-
0
.0
'o ....... ......... .............
.... LLI -- - - ABANDON - --------- - - ....... ................. -
..... ....
F ABANDON EX-! A
2".1-ONC STORM
cz tv) 290 L. F: OF 11 CPEP ®:1.0%
Z=
zz zz Z."r 7� 77 zz
LLJ L 270 L.F. :OF 12" CPEP @ 1.OZ 7.-Z.-Z e4 �Z'z 71-W
t
...... .................... ................................... .... ..... ....... ......... ...... ......... ......... '6J:LF.' OF* 12' rPEP 0
az 421-39 L.F. OF a- Cgoo PVC @ 7OZ PLUG ABANDON STORY
0 --------
Q
(I�- ..._ - _ - - - PIPE ENDS 'WITH CONCRETE
Ld
MH j�l STA. 14+20, 10' T ......... ......... ....
.......... NEW* 48"Mhf ...... ... ... ......... ......... ......... ......... ....... .
......... . .........
+ ........ ......... .........
RIM = 295.5--L- L wi is ,
'v
1E 8- S 281.50
:1E 8" N = 281.60
'Z 2.6.0.......
.... ........ ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ............
23169
SCALE
"S/ONAL ON
w vvp - -17 -282:1- �oriz. 1" = '20' "'S/ONAL
Vert. 1" = 10'
WWI*
MH ITA y4 l i I I j
26 0
......... ........ ......... ......... ......... ......... ...... IE. e -N .274.35 ................... ......... ......... .........