HomeMy WebLinkAboutD-282506Ln N
�y�M N CD b
00 W 4 I O
S Z i lj rF
I\ �
N
C.
"•
Z
Uj L.LJ
Z uj o
> 0
C6
Z Z
LLJ
' • • `
® � W
®q� W
Z
I C ^F i1 FROM, ` 8� i IM ?92_/7
CPP If E"7M S ac) _ \ � -F UUT TO N. �.+U SG
CG'P Oul TO I] vv 8 �:, BUT TOM ;- �RUI;TURE ;90.11
BOI TOt.1 STR U:; TURF 58.14
\ !u
Lu
S -- 2014 ABERDEEN AVE NE -
TRUCTURE I \ \
I I 1916 ABERDEEN AVE NE i
1924 ABERDEEN
AVE NE I F.F. = 303.18
F.F. = 301 -79 I
1900 ABERDEEN AVE NE I 1832 ABERDEEN AVE NI
F.F. = 305.69 I
I F.F. = 299.50
i
S 2013 ABERDEEN PL NE
TRUCTURE I I N =1
i
CB #7360 - { SIDE SEWV
86.83 RIM 291.03
83.93 I 12" CPP IN FROM S.E. 286.92 w i 'a Q .. (TYPICAL) I
233.78 12" CPP OUT TO N. 286.93 "STOP" 3� 1n ? STAIRWELL
BOTTOM STRUCTURE 285.72 SIGN / /n TBM "C° X o a U Q •-. U \ a
CABINET w ELEC. SIGN i� �r - -
�i U- J S \ / X / I\ FND MON IN CASE w /3° BRASS s _ _ °"' SIGN
CONTROL ON - w / - - 300 p - \ \
BOARD FENCE CONC. PEDESTAL _ / DISK w/LARGE °X° _ _ _ "SPEED 30"
EJB G GT CYCLONE FENCE
m o• �
-- -S -- -1�" GT- R{
WALK - ., - - \ U GA. G
- - P - - -rU T = -r = T - r = -'-7 P - \\ PT - P
W VERTICAL CONIC CURB N I, _ i`� CB 1. A -
' W W W W - W_ W {� \ .w - -°� W __- ___,VJ ________9 W EDGE ASP I. __-- _______ -_
y
LEI - - -- -- -- -- -- - - - - -- - - - - - - - -..- -T - - -
I w w
° ° . Ica/ 3 op� I 29 P'�� o p O I O \ II ® O h'� _� _. O ..FOG LINE _ - ____.._ ______ -_ __ W
yy .n -
V CB •C' C SSCO M E- m rn e� I_ el cc� _ - _ - eft ♦ �1
SS 6" SS SS STUB o' ASBUILT ROAD CL STRI ABERDEEN AVE. N.E. 4 v'
GV
W 2 ____ -_2.. O G ______- _______________ L _ _ _ _ _ _ _FOG LINEG_ Ld
5� EDGE ASPH -� _ I / RAVEL `` _ _____ �Lj
MH% G�1 .... . ......... .. .... ........... .. / ° Ex. SIDE SEWER r I / I MB'S .. ...... .... ... PPU MB �\ ` ® GATE . IGN Jf0 , 3 GATE T CB A" OE CYCLONE -FENCE i c� ,. m RE Y - ET ID' i = 4' CYCLONE FENCE IC` i�i I i , _ Y HOG WIRE FENCE I i er 0 A '' .z �" .�6'�CYCLONE � ¢ •-�,- FENCE N =cv a - YD ; A OP" _off C�v
\ / I V.
1
' 3
vl
I 3 I
i RIM
MH y 7267 292 -09 N '
.°`y_ is o 2009 ABERDEEN i 8" PIPE iN FROM E. S
C AVE NE I 8" PIPE OUT TO W. �3 0 0,
n' I CENTER OF CHANNEL 84.24
2005 ABERDEEN AVE NE 3 �
S I I I 2030 NE 20TH ST ! \
U 1
1 �0
�I
Q j X 1
w I
3 i
I 1
1
3 1
0
EXISTING SSCO STA 35 +21.61, 8.22 LT
RIM = 292.09 34 LF OF 12" CPEP ® 2.0 %
IF 6" S = 284.7± BETWEEN CB #9 & CB #9A
1933 ABERDEEN
AVE NE
F.F. = 294.96
VANED GRATE
RIM = 2931±
W - 286 00
! 1927 ABERDEEN AVE NE
F.F. = 297.65
w
I
iI 1833 ABERDEEIII
I
DIIm2*2506 ®Y
,vV /L:
SIDE SEWERS SHALL HAVE A MINIMUM
SLOPE OF 2% FROM THE SEWER MIN
TO THE ADJACENT PROPERTY LINES.
V) CB #10 STA. 35 +40, 9' LT 2 -
SIDE SEWER STUBS SHALL BE 6 TO 8
N NEW 48 CB TYPE -II WITH EXISTING SSMH STA 34 +24.6s 9.12 LT FEET DEEP AT 7HE PROPERTY LINE.
d CD M_ #7 3TA. 36 +40, 20" LT SOLID ROUND LOCKING LID RIM = 292.09
< NEW 48 MH RIM = 290.0± IE 8" W = 284 24 CB STA. 33 +99,2' LT
o RIM = 287.7-* IE 18" N = 281.13 E a" E = 28a.za NEW 48" CB TYPE -l/ WI7N
lE 8" N = 277.99 IE 18" S = 281.13 IE 6" N = 284.24 VANED GRATE
lE 8" S - 284.30 RIM = 2929-*
36 +00 35 +00 34 +00 ;E 18' S = 281.86 33 +00 32 +00
kkla :......... .........:.........:.. .......:.........:.........:... ...IE'12- E• 785'& 6........:.........:.........:.........:........ .:.........:................... .........:.........:.......
a a °
g $ : 6
o a :300 _`s o o o w 300
z�
O 1 s t o ° . ... ........ o..: .........:.......>< 3.............................. .............................'o .................. .o. ....... .........
... ......
o. .00 ....o .
oo- o
q cq m J O O -nl
Lli
2 : _ ^
290 _ - ........:.. :............ NE
:� ..... .:..a ?.....`�. ..a ....:........ = :.- - - ...........:...... .... -- - - -- W• 16-"- WAIER- MA% N.......................... ............:..................
.................. _ _ �' w 290
467 'LF. OF 18" CPEP
,
.e ti
L-= ---- -- - -- -- -- --
- - - - -- EX 6" PVC SEWER
-
I N ; ; ; 66 L.F. L C900 ® 0
:280 ..
337 OF B PVC
+ ... 146 L.F. OF. 18 ". CPEP. 0. 0.� .:.................... .
oti ............ ........... ".CPEP' ®•1.90 % ............ :: .................... ....,...................... ........ .................... ..... .........:. ...... ...... � ..... ;....
n . 164 L.E OF
N
:270
.270 .............:.........:.........:.........:.........:.........:.........:.........:................. ............................... ............................................................................................... ............. :......... ....... .........:...
F WASH/
o SCALE �y
:260...:.... .....11.' l ...........................:.........:.........:.........:....... ..:......... :.........:........ :.........:.........:.........:.........:.............. .................,............, ,..,,.... .........:.........:....26�....
rr 7 u 23169
IT
� A
tnl�y2 %'1 t
to SIONAI
i V PIF
Z
J S -
/D- 2 P2 r06
ROLL �g FR 1:'7