HomeMy WebLinkAboutS-21620DI AV
.............. ....
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3 :3 2
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240:
SSMH
RIM=238.76
8"± (SE). 1 2"±(W)
T.
lqt
I--
Ld
LLI
S
2
Al/
4,
I.E. 6"CONC.(NW)=231.96
I.E. 6"CONC.(NW)=231.81
UNIbLI-LI) A IN PC BACK OF ry
SIDEWALK ON SOUTH SIDE OF -z-
12"CONC.(ENE,SL,VV)
CTR. CHANNEL=229-25
ll� M IN CASE
N.E. 28TH ST., 50'± WEST OF ON.
NEW 8"PVC(NW)=229.33
N 19140 9.8213
CENTERLINE OF KENNEWICK PL. N.E.
E. CV E 1303914.6207
UNDER CONSTRUCTION
7S
ELEVATION = 242.96' V
�O,
C 0
0 cc
ZUj z Uj
LU 0
C9 #27 STA.
Lj 2 w
CB #29
IREMOVE EXISTING CB AND REPLACE
0 z
z ac
NEW 48- TYPE-2 CB
ul
m Uj
WITH NE. 54" TYPE-2 CS
QUj -
CC LIJ
N 191663.43 19
E 1303798.3050
LU z LLI
in Cc
I 4Z'.9235
E 1303FI3.5786
4 z - _j ul
RIM = 235.30
oc
RIM = 241.60
IE 15" SE 234.89
IE 15" NW = 234.89
W 24" S = 226.65
IE 2 N = 228.65
IE 6! W = 230.00
z
z
TYPE -2 2 DESCRIPTION., 118" copper pin on 5"
NEW T
N 191630.7459 dia. round conc. mon.
E 1303814.3005 0.2 feet down In mon. case.
IE 24" -; = 231.96
IE 24" ;1 = 231.96
IE 12" 'Y 232'88
C-A LU
LU
z Ca f.
RIM = 235.50
I E 24" S = 229.04
co
Qc
Uj
I E 24" N = 229.04
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CB #26
om
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NEW - 48 TYPE-2- C&
N 191353.3903
250
r......
............... ....
I AV
.............. ....
-------
3 :3 2
. ......50: ..............
240:
SSMH
RIM=238.76
8"± (SE). 1 2"±(W)
T.
lqt
I--
Ld
LLI
S
2
Al/
4,
I.E. 6"CONC.(NW)=231.96
I.E. 6"CONC.(NW)=231.81
UNIbLI-LI) A IN PC BACK OF ry
SIDEWALK ON SOUTH SIDE OF -z-
12"CONC.(ENE,SL,VV)
CTR. CHANNEL=229-25
ll� M IN CASE
N.E. 28TH ST., 50'± WEST OF ON.
NEW 8"PVC(NW)=229.33
N 19140 9.8213
CENTERLINE OF KENNEWICK PL. N.E.
E. CV E 1303914.6207
UNDER CONSTRUCTION
7S
ELEVATION = 242.96' V
�O,
C 0
SCALE 1 "=20'
C9 #27 STA.
CB #29
IREMOVE EXISTING CB AND REPLACE
ABANDON EX. CB
NEW 48- TYPE-2 CB
CITY BENCH MARK 8256
WITH NE. 54" TYPE-2 CS
N 191320.8596
E 1303967.1224
N 191663.43 19
E 1303798.3050
ELEVATION: 247.87 FEET
LOCATION. intersection of NE 28TH ST
I 4Z'.9235
E 1303FI3.5786
RIM = 243.09
RIM = 235.30
Co A & Jones Ave NE.
18-8 ��P
RIM = 241.60
IE 15" SE 234.89
IE 15" NW = 234.89
W 24" S = 226.65
IE 2 N = 228.65
IE 6! W = 230.00
TYPE -2 2 DESCRIPTION., 118" copper pin on 5"
NEW T
N 191630.7459 dia. round conc. mon.
E 1303814.3005 0.2 feet down In mon. case.
IE 24" -; = 231.96
IE 24" ;1 = 231.96
IE 12" 'Y 232'88
RIM = 235.50
I E 24" S = 229.04
IE 8" S,7 234.83
I E 24" N = 229.04
vs
r
..... ....
...... IE- 8:"- E- 230;50 ------- -0
10 9
Ly 0
F-
..
...........
0
.............
q
Y
a
0
oo
CB #26
w
0
0
-w
m �-
-
NEW - 48 TYPE-2- C&
N 191353.3903
250
r......
............... ....
......
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.
....... 0
.............. .. ......
.....
. .......
E '13.03942.-2363
..............
...............................
0
RIM 243.00
IE 24" SE 233.68
0
IE 24" NW = 233.68
a
o
EXISTING CENTERLINE
----------------------------
- - - - -----------
-------------
240
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:1 REMOVE EXISTING 15" CONC. SO:
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