HomeMy WebLinkAboutD-282507Lo
°e ry
o
N O S
c() W s 1 r,
z I v-
I ° SDMH 744_ (RESTRICTCR MANHOLE)
2�i 26
S
SDMH #7442
2123 ABERGEEN PL NE RIVE 287 `O t2 N FROM S. 282.98
DETENTION PIP 12' CPR OUT TO IV.
48" CMP DETENTION 28D -97
I I / 0 SHEARGATE
INV. OF PIPE 280.79 \
' TOP 12" CMP STANDPIPE 224.76
25 25' NV. BOTTOM ' LTBAO NDPIRE 280.43
2009 ABERDEEN PL NE
Z
2117 ABERDEEN PL NE % I II i I I 2019 ABERDEEN A
SDMH #7441
�I I I dl I STORM DRAIN ACCE S
/ (n I I I I I'_ TO 48" DETENTION T
O 2200 ABERDEEN AVE NE / I
®® a �Z I III I 2208 ABERDEEN I I I i I
2111 ABERDEEN PL NE I -
I I I aol= ea
p I o z
AVE ^ - CB #8812 / SDMH #
281.60 N STORM DRAIN ACCE S
TO 48" DETENTION T M IN FROM E 278.46 CB #7447 3® ".. P OUTCP
cz 278.01 I
RIM 286.79 • I I >
I i 12" CPP IN FROM S. 280.57
N 12" CPP OUT TO N. 280.47 'STOP° aI
!� SDMH #8821 SIGN
LU o I I I / I I- CB #7444
ui m: I F--1 �' i I I STRUCTURE FULL 08 DIRT RIM is
® COULDN'T OBTAIN INVERT - <o
I 2 ADS IN FROM S. 8
INFORMATION. �' I I/
� Q 20"
� i w. I I x I I I I 12 "" ADS OUT TO N. f
Li. ' i ^
w
GA ROCKERY / P.00' L c: TR _ GT
P i B FENCE
i P- T-- 0 1 �, - Q -SD -- - -12 -SD- �B _t IGN I
TL -J i `' T '''__ P P - - _ - - - - -12 - BOARD
SD SL -SD - - - - SD-12 "- - - - - - - -12" S "
i _ .- - _ _ P -UGP UGP .^
�W W I_ ___ °___ - - _ W
W - W W W - W W VERT CONC CJRE t W -- -w- W W - 3 E -- W
W W - W
Pzeo zg' o N ABERD N AVE. N.E. I W
0
(� -- - - - - - -_ - - - - - _ - - __�- _ - °�' I 2 LLJ
o - �, - - - _ - _ _
o 0
W SD - C� �' �' ASBUILT ROAD CL STRIPE cb
- D - - -- -18 - - -� - SD 18 - - - - I 3 3 �j SIR „ I c-' z M ,�'. e•�
W _ I �s - _
®® o ........... ...... �` 7 - MB SIGN M i Z" _ - G 2^ - ; G -- --2 -----7-- FOG LINE
.. -. ... -._- .. J
-- r
D 1 T - \
0� PU 1 PL'e �.......... MB ...... -.. MH /' ®.s ....... .... ��P�� '�: e - GRAVE+_ "STREET CB 111A
M�"i i-- -- - - e, a { -. ..- - - - .._..... - .. -_. ..� �.... .. .. STSIGN I�j ' ..TRP P
(Yy ! I SDMH 8599 Q BOARD FENCE 4' CYCLONE FENCE
y
a
RIM 281.90 `r I: c� - _ / ROCKERY ROCKERY d
12" CPP IN FROM S. 275.92
I 12 CPP IN FROM E. 276.19 \ - _
18" CPP OUT TO N. 275.72 I I �DP�� -_ ' -- /
\CB �_ i -- _ I I, /
RIM 28246 ' - �- �M 'D" I
2213 ABERDEEN I II o i 12" CPP OUT TO N. 277.931 - I FIND MON IN CASE w /2" BRASS
AVE NE , �_"j N I I I DISK w /PUNCH MARK '
2201 ABERDEEN AVE NE 1 1 I - I I i 2025 ABERDEEN AVE NE
g I i N 2123 ABERDEEN AVE NE
2127 ABERDEEN AVE NE i i 2719 ABERDEEN AVE NE i 2101 ABERDEEN AVE NE
i Z I
-
��
RELOCATE EXISTING 1?_" CPEP BETWEEN EXISTING
CBS TO ALLOW CONNEC710N OF NEW 18" CPEP �
g EXISTING CB TYPE II STA 40 +40 -12, 8.9 LT
G I6r y� RIM = 281.90
IE 18" N = 275.72 NO 7E-- CB 11A STA. 37 +08 18' LT
E 12" E - 276.19 SIDE SEWERS SHALL HAVE A M/N/MUM 15 LF OF 12" CPEP ® 5.0%
IE 12° SW = 275.92 SLOPE OF 2% FROM THE SEWER MAIN BETWEEN CB 11 & CB 11A NEW CB TYPE-1 WITH
1E 18" S = 275.72 TO THE ADJACENT PROPERTY LINES # # VANED GRATE
C3 �n IE 12" SW = 277.86 SIDE SEWER STUBS SHALL BE 6 TO 8 R/M = 287.21 �
o 2 EXISTING CB STA 40 +43+42 17.0 RT FEET DEEP AT THE PROPERTY LINE. lE 12" E = 28221
1n RIM = 281.60 CB 1 STA. 37 +08, 9' LT
c� MH STA. 41+40 20' LT EXISTING CB STA 40 +23.65, 12.31 LT
a E 12" W = 278.01 RIM = 282.46 NEW 48 CB TYPE-11 MTN
NEW 48' MH
x x E 12" E = 278.46 E 12" NE = 277.93 SOLID ROUND LOCKING LID W
RIM = 287.71 RIM = 290.01 W
!E 8' N = 267.28 lE 18" S = 279.33
lE 18" N = 279.33 I �
g 1E 8' S = 267.38
42 +00 41+00 40 +00 39 +00 38 +00 1E 12" W= 261.46 37 +00
W. a ..._.._
Q O 0 •O v W
-0 G SY >
° 290 - : o : :� 290:
.......... W . .....:....... ............................... ........- .- ..- -... :- .. ..... .... ... .. ...... .. .••• ... ._ -..... .. ... .... >< ............_- .. .. .......... ........._.
jne a-O vc Q
Q
NEW 16. WATER MAIN -
280... ....................... :.........: °�.........._.._...: a .--- .= ......1., �.....a a:...... :... :..... 280 :....
f _-
- - _ - Ex 1 a" CPEP STORM 2., 2" CPEP BETWEEN EXISTING 328 L.F. OF f8- CPEP ® f.1Or-
2 0 - - - _ - _ Ex. t RELOCATE EXISTING 1
• CPEP CB TO ALLOW.CONNECTION OF NEW 18 � CPEP ",
--
..
.......... , r TOR..... 49B OF 8 PYC. ®.a..147 ...... ........................................................................... ............... .......... :..... O :...
" C9DD
Z -
0
:260 : 260:
........................................................................................................... ............................... ............................................................................................................... ...............................
H ()R�
yCZ) of WASNI4'0
SCALE
:250 : a .� : : 250:
:.........:........ Horiz. "1: _ -20 ......:.........:. ........:.........:.........:.. :.........:.........:.... 23169 o Q .........................................................................,.......:.. .......:.......................
9 �uFG /STEPS
Vert. 1: - 1 Q
z : w j} 3��5 EXPIRES -A -
ISO 12821
Rnilaw F�R 1�7�'