HomeMy WebLinkAboutD-282505L() I . I d N
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VE NE I j < 1816 ABERDEEN
j 1824 ABERDEEN z I AVE NE I 1808 ABERDEEN AVE NE I I 1732 ABERDEEN AVE NE
50 AVE NE 0 a I i
F.F.= 302.37 I
F.F. = 299.20 j m j j F.F. = 303.07
" I I
I
I j Ij
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II- II
LANDS TIMBER I I •COQ• I _ Q
WALL
�-
% O
LIP i PP r r C8 1 8A i---- --� F
I I ' ` P
—Pig— `--T— —P-
I.,
FOG LINE
ASBUILT ROAD CL STR!PE- *'
a 3 3
G 2 G
I
CONTRACTOR TO CONNECT NEW SEWER l�
TO EVS77NG SEWER MAIN FOR NEW SHORT PLAT. V
THE SHORT PLAT CONTRACTOR SHALL LOCATE Q A
THE EXISMIG SEWER MAIN FOR THE CITYS CONRACTOR. I 4J Oe I 1708 ABERDEEN AVE NE
'•PRIVATE ROAD" I I F.F. = 303.64
NE 17TH PL
Imo~ I
W , a
I'za� i
w
Z I; Z
tY I ? �NNM
300
_ :a
W' � NNNN I Q
I, o ;
m I 1 CY
I°
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I I' PPT r 52•�
ro aJ �w /UNCORND ? I CYCLONE FENCE i P
i
w � I I'I I wi•1DUIT �
1
T r
r
T— —p— ! -• -- _
T— —P —• r
j T '-- P r- -- —� P - —T
C� PI—
-- __ -- — — - - - -- w -- __— , w wv - - -N - - - - -� -- - - -- w
ABERDEEN AVE. N.E. - PAR
a
— "NO PARKING �
1 — c\z — 02 — —
i MH #5 5Q� W
s W
a i ! GV
G 2
1, r ?v..� r S CB #8 i � EDGE AS 777-t __ f � Q I 3 - .....
®s 4 r -- _ Q ... .. ......... PIP
C)
ME E.y 3 Ii SQZ I i � ! 6
CL
Q
SIDE EWER
DE
D
l ) 2 i BOARD FEND I - - - - •G - _ d - ci
rn lij I I I�- --,• cam-. -
1 I j I I a
AWL M
1
j
rn l i i i j 1733 ABERDEEN AVE NE
I I I I I
7.1r; o _E j 1717 ABERDEEN AVE NE I I
d I I I 1809 ABERDEEN AVE NE j 1801 ABERDEEN AVE NE i F.F- = 301.56 '
16- 1 I I F.F. = 301.62 j F.F. = 300.86 j 1709 ABERDEEN AVE NE I
1829 ABERDEEN AVE NE I I I F.F. = 302.39 I
g j I F.F. = 294.95
1831 ABERDEEN AVE NE I
I
o i i II r
NOTE Dm,282505 sakaoo ",/ /
SIDE SEWERS SHALL HAVE A MINIMUM
3 SLOPE OF 2% FROI4 THE SEWER MAIN
TO THE ADJACENT ;�!ROPERTY LINES.
T- z SIDE SEWER STUBS SHALL BE 6 TO 8
a FEET DEEP AT THE PROPERTY LINE, CB 7A STA. 26 +00 16' RT
`- CB 8A STA. 29 +19 16' RT
NEW CB TYPE -11 WTH CB 7 STA. 26 +00 21' LT NEW CB TYPE-11 WlTH GRA 7E
CB #8 STA. 29+18 21' LT VANED GRATE NEW 48" CB TYPE—fl WITH RIMED 301.2'
NEW 48' CB TYPE -11 WITH RIM = 299.0± VANED GRATE IE 12' W = 294.5
o VANED GRA7E
V11 E 12" W = 292.40 RIM B' 1.2293.25
,,, n7 RIM = 299. O±
2 fE 18' N = 291.35 34 LF OF 12" CPEP 0 1.0 % lE 12" S = 293.75 34 LF OF 12" CPEP 0 1.0 %
lE 12" E = 294.16 BETWEEN CB 7 & C$ 7A
lE 18' S = 291.35 rt BETWEEN CB #8 & CB 11/8A # #
I I I o W lE 12" E= 291.66
G
31+00 30 +00 28 +00 ...,.... 27 +00 ° o u- 26 00 ...... °
Og 0 Q ....1. _.1. ........o :.........:.. ....o o ° ....o .. o :oa`' �Irn q3 °� 2�
S
g . .. .. .... . :
° x 3
o
o I : : n
f n 0 ¢ J ¢ H o x 0 ¢
3.....
.....a ........ .... —
: . _ ..¢ .— .300 — 0U
.... ...— ........
m Q o NEW 16` WATER MAIN
va-
........:.........:........31.5 L.E.OF.W.CFF?.®•0.;60% ......:.........:..
:290 :.. :.. :....
467 L.F. OF 18" CPEP ® Lq.,09
- _
T
a
[� J •.
:
0.43%
o 336: L F, OF 8" 0900 PVC ®
+ 280 _
280
........ ........:.........:......... ......... ......... ......... ......... ......... ......... ......... ...... ... ......... ......... ..... .. :......... ......... ......... ......... ......... ......... ......... .. .......
3T4: 0 3 :....... :.........
MH 3 +8• f0' L T
z
....
o : RIM = 298.07
a ti > lE 8" S = 285.77
a
n 4S' :270 /F 8' N = 28.5.67 :.........:.........:....... ..:.........:.........:........ ........:. , ....NEW 48' STA.
MH 27 :.........:.........:.........:.........:.........:.........:.... .....:.........:.........:..... :... 2 7 0 :... .
-P43, 10 LT
RIM:± 300 4t 270
n h a : IE Q' S = 287,21
a °+ W v "oh, lE 8' N= 287.17
o : : : : �o " "Shro r� lE 8" E = TO BE DETERMINED IN THE FIELD
SCALE Q (THIS• MAY REQUIRE AN INTERNAL : :
N Lc ':260 : :.........:....... ..:.........:.........:........ :.........:...... DROP CONNECTION r7OR THIS ; vH).......:.........:.........:.........:.........:... ......:......... ................. O .... .
r2n#j-jf {ter. } 1.. . ............................... ..
/OI !�• : LO : : : : : 23169 O 4rQ
Vert.: 1'f 10, �C�c �O,
Y NA
ROILL 16,
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I j Ij
Ij i ai
II- II
LANDS TIMBER I I •COQ• I _ Q
WALL
�-
% O
LIP i PP r r C8 1 8A i---- --� F
I I ' ` P
—Pig— `--T— —P-
I.,
FOG LINE
ASBUILT ROAD CL STR!PE- *'
a 3 3
G 2 G
I
CONTRACTOR TO CONNECT NEW SEWER l�
TO EVS77NG SEWER MAIN FOR NEW SHORT PLAT. V
THE SHORT PLAT CONTRACTOR SHALL LOCATE Q A
THE EXISMIG SEWER MAIN FOR THE CITYS CONRACTOR. I 4J Oe I 1708 ABERDEEN AVE NE
'•PRIVATE ROAD" I I F.F. = 303.64
NE 17TH PL
Imo~ I
W , a
I'za� i
w
Z I; Z
tY I ? �NNM
300
_ :a
W' � NNNN I Q
I, o ;
m I 1 CY
I°
� m
I I' PPT r 52•�
ro aJ �w /UNCORND ? I CYCLONE FENCE i P
i
w � I I'I I wi•1DUIT �
1
T r
r
T— —p— ! -• -- _
T— —P —• r
j T '-- P r- -- —� P - —T
C� PI—
-- __ -- — — - - - -- w -- __— , w wv - - -N - - - - -� -- - - -- w
ABERDEEN AVE. N.E. - PAR
a
— "NO PARKING �
1 — c\z — 02 — —
i MH #5 5Q� W
s W
a i ! GV
G 2
1, r ?v..� r S CB #8 i � EDGE AS 777-t __ f � Q I 3 - .....
®s 4 r -- _ Q ... .. ......... PIP
C)
ME E.y 3 Ii SQZ I i � ! 6
CL
Q
SIDE EWER
DE
D
l ) 2 i BOARD FEND I - - - - •G - _ d - ci
rn lij I I I�- --,• cam-. -
1 I j I I a
AWL M
1
j
rn l i i i j 1733 ABERDEEN AVE NE
I I I I I
7.1r; o _E j 1717 ABERDEEN AVE NE I I
d I I I 1809 ABERDEEN AVE NE j 1801 ABERDEEN AVE NE i F.F- = 301.56 '
16- 1 I I F.F. = 301.62 j F.F. = 300.86 j 1709 ABERDEEN AVE NE I
1829 ABERDEEN AVE NE I I I F.F. = 302.39 I
g j I F.F. = 294.95
1831 ABERDEEN AVE NE I
I
o i i II r
NOTE Dm,282505 sakaoo ",/ /
SIDE SEWERS SHALL HAVE A MINIMUM
3 SLOPE OF 2% FROI4 THE SEWER MAIN
TO THE ADJACENT ;�!ROPERTY LINES.
T- z SIDE SEWER STUBS SHALL BE 6 TO 8
a FEET DEEP AT THE PROPERTY LINE, CB 7A STA. 26 +00 16' RT
`- CB 8A STA. 29 +19 16' RT
NEW CB TYPE -11 WTH CB 7 STA. 26 +00 21' LT NEW CB TYPE-11 WlTH GRA 7E
CB #8 STA. 29+18 21' LT VANED GRATE NEW 48" CB TYPE—fl WITH RIMED 301.2'
NEW 48' CB TYPE -11 WITH RIM = 299.0± VANED GRATE IE 12' W = 294.5
o VANED GRA7E
V11 E 12" W = 292.40 RIM B' 1.2293.25
,,, n7 RIM = 299. O±
2 fE 18' N = 291.35 34 LF OF 12" CPEP 0 1.0 % lE 12" S = 293.75 34 LF OF 12" CPEP 0 1.0 %
lE 12" E = 294.16 BETWEEN CB 7 & C$ 7A
lE 18' S = 291.35 rt BETWEEN CB #8 & CB 11/8A # #
I I I o W lE 12" E= 291.66
G
31+00 30 +00 28 +00 ...,.... 27 +00 ° o u- 26 00 ...... °
Og 0 Q ....1. _.1. ........o :.........:.. ....o o ° ....o .. o :oa`' �Irn q3 °� 2�
S
g . .. .. .... . :
° x 3
o
o I : : n
f n 0 ¢ J ¢ H o x 0 ¢
3.....
.....a ........ .... —
: . _ ..¢ .— .300 — 0U
.... ...— ........
m Q o NEW 16` WATER MAIN
va-
........:.........:........31.5 L.E.OF.W.CFF?.®•0.;60% ......:.........:..
:290 :.. :.. :....
467 L.F. OF 18" CPEP ® Lq.,09
- _
T
a
[� J •.
:
0.43%
o 336: L F, OF 8" 0900 PVC ®
+ 280 _
280
........ ........:.........:......... ......... ......... ......... ......... ......... ......... ......... ...... ... ......... ......... ..... .. :......... ......... ......... ......... ......... ......... ......... .. .......
3T4: 0 3 :....... :.........
MH 3 +8• f0' L T
z
....
o : RIM = 298.07
a ti > lE 8" S = 285.77
a
n 4S' :270 /F 8' N = 28.5.67 :.........:.........:....... ..:.........:.........:........ ........:. , ....NEW 48' STA.
MH 27 :.........:.........:.........:.........:.........:.........:.... .....:.........:.........:..... :... 2 7 0 :... .
-P43, 10 LT
RIM:± 300 4t 270
n h a : IE Q' S = 287,21
a °+ W v "oh, lE 8' N= 287.17
o : : : : �o " "Shro r� lE 8" E = TO BE DETERMINED IN THE FIELD
SCALE Q (THIS• MAY REQUIRE AN INTERNAL : :
N Lc ':260 : :.........:....... ..:.........:.........:........ :.........:...... DROP CONNECTION r7OR THIS ; vH).......:.........:.........:.........:.........:... ......:......... ................. O .... .
r2n#j-jf {ter. } 1.. . ............................... ..
/OI !�• : LO : : : : : 23169 O 4rQ
Vert.: 1'f 10, �C�c �O,
Y NA
ROILL 16,
.2o2f -c s^ ( LD -2cp.1 J`6