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1400 ABERDEEN AVE NE
1500 ABERDEEN AVE NE
F.F. - 311.23
F-
1111 ABERDEEN
AVE NE
GARAGE
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NOTE: THIS LOT IS TO HAVE
1324 ABERDEEN AVE NE
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F.F. = 309.02 ;SIDE SEWERS
F.F. 295.50
Lu >
> 0
SIDE SEWER INSTALL ASPHALT BERM TO
(TYPICAL) DIRECT DRAINAGE TO NEW CB
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BRICK COLUMN'S
2-5'X2.5' Yf
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RIM. 296 27
6- CONIC 01i S 1.11, 294.89
NOTE THIS LOT is To HAVE
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CYCLONE FENCE
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REMOVE EX. CB
2 SIDE SEWERS
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GATE
T�
PM 6' CYCLONE FENCE
BOARD FENCE
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TILT EDGE ASPH �,T
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7- -7- -- ------ - --------------
---------- ----- TT ------------- - - -----
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F-
FOG LINE
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X
71
/TPIPF
ABERDEEN AVE. E.
0
A�R! III I ROAD (-I
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7`777777
2"
)m CB 141 3� 1
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GRAVEL 2 -------------- 2" -
2" % MI m in'i GATE --- -- ------ ----- ----- ----------- - ----- 0
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--- - ----------
'f fit Ell MB
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El GRAVEL I u
�YD MB
om B CYCLONE FENCE
CYCLONE FENCE
El fin MB'S
0*C. FENCE FOOTING
LL ASPHALT BERMS TO
DIRECT DRAINAGE TO NEW CBS
80
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C 7
CB 7577
RIM 296.16
6:: CONC IN FROM N E. 291 46
0
Z Z Z
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> 1417 ABERDEEN AVE NE 6 CONC N FROM N�W.j 293.65
I < 12" CONC OUT TO S. 291.33
M M M
< < < 1425 ABERDEEN AVE NE
FDETENAVE
j 1501 ABERDEEN AVE NE
F.F. 300-29
X
]NE
�-2 lc�2, F.F. 307.77
7
< 1409 ABERDEEN AVE IN
ABERDEEN NE
ABERDEEN AVE NE
1333 ABERDEEN
AVE NE 1325 ABERDEEN
rA.ERDEEN
F.F. 298.87 AVE NE
F.F. = 299.42
F.F. = 299.55
2,9.5,
F
F.F. 299.0 2
C6 14A STA. 16+18, 25' LT
NEW CB TYPE-1 Wl PH 6 L. F. OF 12" CPEP ® 1.0%
VANED GRATE BETWEEN C& #4 & CB #4A
0
CS .45A STA. 19+24, 2J'L
TYPE-/ WITH
RIM = 29Zl± C8 94 STA. 16+18, 15' LT
1E 12' W = 293,10 -/1 W1 TH
NEW 48" CB TYPE
V)
IINCW C3
/ VANED GRATE
iRD DRAIN)
IE 6- NW = 293.65 (RECONNECT- YARD DRAIN) SOLID ROUND LOCKING LID
(A
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MA I = 3rj5.6± 5 L.F. OF 12" CPEP ®1.0%
CB #58 STA. 19+24, 12' RT 1E 12" E = 301.6 BETWEEN CB #5 & CB 5A
RIM = 2971±
C6 14B STA. 16+39, 11- RT 1E 12" 5 = 286.6J
------- NEW 48- C6 TYPE-11 W774 1E 12" N = 286.6J
D�28
24fO3
NEW 48" CB
VANED GRATE TYPE-11 WTH
CB f5 STA. 19+24
RIM = J06. 0± ., 15- LT
VANED GRATE 1E 12" NE = 289.60
RIM = 2974±
JE 12' SW = 290.00 IE 12" W = 293.04
0
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LO
IE 12" W = 298.2J NEW 48" 08 TYPE-11 WITH
SOLID ROUND LOCKING LID
EXISTING CB STA 16+17.64, 25.37
RIM=�96.16
EXISTING C8 STA 16+40-04. 20.38 RT
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RIM = J05 8±
1.0%
23 L. F. OF 12" CPEP ®1.0% 12" S = 298.00
RIM=29E,-" IE 12 S 291.33
IF 6" NE 291,46
8" SW 294.89
a
BETWEEN CB #5 & CB 5B 1E 12" E = 298.00
11 �
IF 6" NW - 293.65
REMOVE EX. CS REMOVE EX CB
IE 12" W = 301.55
20+00 19+00 18+00 17+00 16+00
..... ........... ......
15+00
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NEW 16 WA 7E MAIN 0
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o
286 L. F. OF C900. 1, AC 0 2.,94Z
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ioi
J86 L-F OF 8- C�700 PVC 0 A56X 7y
290 L. F. OF 12" CPEP ® Y, 07.
LD
Ln
18 +10, 10' LT
OF: 12 CPEP ®1.0%
BETWEEN CB #4 & CB #4B
N..
RIM J02.8±
.......... -1E*8-S'---291:50 - *: * - - -
.: ......... ......... ......... ..... .........
: ... --: .... : ..... *,*,:* ...... .......
.........
......... .......
Ln
1E 8" N 291.60
. OR
V WAS
......... ......... ......... ........ ......... ........ .........
......... ......... ................... 2 -70
.........
SCALf
S, 23169
6bls liNIZ9
2�82r :Horiz. 1* 20'
ON L
Z
� w,0 - :2,7 282s`, Vert. l" = 10'
R,OLL 1, 61�9 F�R 1�71