HomeMy WebLinkAboutPD321,310Note:
Compaction of embankment shall be class iil,
type A, in accordance with section 23, of the
Si -ate of Nebraska 1955, Standard Specifications
for Highway Construction.
D. St.
E. St.
No+e:
All surplus excavated earth material
shall be hauled and deposited at
City lot at New York Ave. and E. 5t
No compaction will be required at
point of deposit.
Ent CD
;4 -
Walborn
12 bettor
Stift
wt,fel
I I ,01ryr
ROHR
Ch•ries O. if
"I "Ma brooks
r as'
a
-Exlst•y Asphalt
tea n e rr
/Idle)
Sarah
ERS
Walker
teas t Jessie M.
Pincus
74 was w., Jr.
wflhefa leve McCeles
EwereVt. t
Mahe( 6 N.
StcN.Nlnt
rxr
24
23
ho 22
I.,• -roti
-----i
''
lav
C.ar.t
12 nevi
OWNERFKONtII{GE
Front -.f
Octevw 1 st
. r•e Irwin
Merles we
6:n4011 M.
.Jenkins AD,'.
2
heo
weber10
1W1.. srvlc..
EVOCk
A0017.70119
iI--IF
a
1
$
2
itulost
/sib
4
W
e Skrs.er .
Jut et fat
6
5
'-'
r1
aeuwcey_ Rey
actualise
Geee 6 4.
sttrieN.w
l:
2
3
P.D. 310
c0
Sesta PD. 3(0
Place %. expansion joint of
ends of reforms 6
a
maximum of 100' between
Note:
Alt 111: 6" Portland Cement Paving
Alt "2. t 5" Asphalt Cement Paving
( ease and 1" Surfacing
-2e? 47 - Healer Type' 8..
aI--II- Enpansi.n jeln4
SCHEDULE OF ASSESSMENTS
PQOPEE rY
FRONT
FEET
OWNERFKONtII{GE
tlffEfTNENT
SPECIAL
B4NEF/T
TOTAL.
AMOUNT
LOT
EVOCk
A0017.70119
1
a
Eoher's
X
6
2
+►
r1
X
X
7
2
It
43.4
Chauncey Ray Henaey
133.46
/33,46 ✓
8
2
I'
44
Elizabeth Juggert (teary Juuer1 Est)
134.70
277.45
/34,70 v
9
2
n
44
August Engelke?'
134.70
277.45
134.70 11
10
2.
(►
44
Leo Weber
134.70
277.45
/34.70 ✓
/I
L
N
44
Char/es W. ft Carolyn N. Jen&'/ns
134.70
277.45
134.70 /
12
2
if
44
Conrad Thou?'
/34.70
277.45
/34.70 ✓
/
3
II
44
Henrietta tta /oiler
134.70
556.72
134.70 ✓
213
3
II
88
Sarah Walter
Z69.40
90.00
359.40 /
4
3
►1
44
Roy E Jessie M. Fiscus
134.70
52.43
134.70 ✓
5
3
ii
44
James W., Tr. , Wilbe//wine McCauley
134.70
580.03
134.70 /
6
3
0
43.6
Everett L. of Nab.' N. Sturdevanf
/33.46
133 46 ✓
7
3
N
6
If
.5'4
leoy le Jeanie N Fiscus
277.46
/
9,9 f/0
3
n
n
/
Maurice e tlt✓i/iwe Al leptwiy
277.45.
277.4$
1/112
3
n
s4
G. Kent if De/ores E. Bixby
277.4.
277.4$
x
6
I'
sf
Wig/QM of {/ivies, De Camp
277.46
277.4.5-
77457
7
6
if
.14-
Julie Moe Motley
277.46
27745
•
6
II
527.2
tete per. haat Ft. a 13.061 31
1703.92
SSI Lori /3114
6
N
Gip Sfioe
318.00 4
X
N* Lets 13/14
i
11
Tsar/ $2,021.92
Paving District No. 310
Bos+Fon Ave
D St. t. Est.
Note •
Compaction of embankment shall be class 111,
type A, in accordance with section 2.3, of the
State Qf Nebraska 1955, Standard Specifications
for Nighwcy Construction.
End PO 321
Boyce St
6 �k3
T�e
54
S
1.
vat
N.
Note •
All surplus earth material from this
Paving District shall be hauled and
deposited on Hewitt Ave. between 141 and
16113 St as directed by the Engineer. No
compaction will be required on Hewitt Ave.
ltetee
Schuman
Exist Curb I Suffer
E
E
WAS ANGLES
p
n
e
turc
Y
•
Fs
•
12.
P.D. 321
M 044
54 4,10
Lyle lee
Mery
Pori
rrwwis
when
st
L.
ier4. W. f
an J". McAna
13 /4
Cog Ideas
MMeer
0+00
W
began PD. 321
Place W.
expansion joint of
eels •F returns 0 a moxlmuni
of loo ' between
Note -
Alt #1:
ote•Altai: 6" FLrtiand Cement Paving
Alt stEa 5" Asphalt Cement Paving
( 4' Base and 1 n Surfacing
SCHEDULE OF ASSESSMENTS
PEOPEQTY
FRONT
FEET
OWNee
MON T466
CE!(MEET
SPEC/AL
5LWEE/T
TOTAL.
AMOUNT
t O T
B/OCtk
ADDITION
N. it' L.t /
/
8otewan s
X
S.Lo' Let /
/
r1
X
7
/
11
X
8
/
rr
54
Keith W. I Edna M. Ankeny
277.45
277 .45
9
/
Ir
54
C/ore/fee V I Mr'//ia M. 0/uses,
277.45
277 45
10
/
If
54
Christ W. I C/aro At Nei nehs
277.45
277.45
11
1
a
S4-
durdelte O. 0E Dar/eae A Tlomsew
277.45
27745
/2
/
is
54
Charles W. ft Lerea T. Geyer
277.45
277.45
/31 /4 ex M or[ '
/
,'
'4123.9
Skeet E. E Gbris E. Versa,
556.72
556.72
N. Si' Lob /31,4
/
u
""01/23.9
Virgil 6. 9' Glenn Lee Jurgens
79.85
79.85
5.42' Lots 1 !'2
6
n
tad 123 1
/)'one -/s F. 1 F/ore/Cs L. 'afters
52.43
.5'2.43
Al 42' Lots /0•2
6
if
'w"'/ 123.1
Lyle K. 1 Many E. RsFt
580.03
680.03
Lets //'t ex. S.44'1 er.N42'
6
If
/!/rt
Ly /r= ,tom, I hbr C.
3
6
If
.5'4
leoy le Jeanie N Fiscus
277.46
277.45
4
6
n
-64
Maurice e tlt✓i/iwe Al leptwiy
277.45.
277.4$
5
6
ri
s4
G. Kent if De/ores E. Bixby
277.4.
277.4$
6
6
I'
sf
Wig/QM of {/ivies, De Camp
277.46
277.4.5-
77457
7
6
if
.14-
Julie Moe Motley
277.46
27745
8
6
II
X
SSI Lori /3114
6
N
X
N* Lets 13/14
i
11
_
X
4,043.53
C710 Share
7f. so
787
Rote ler Erni fib; r $5./374
Tote/
$4,122.63
J+oo 4+00
31-•• Eton
I tee
0+00
v
V
v
V
V
Paving Disfric+ No.32I /3/0
Boyce 5+.
S.(f.ul.re Qua f. Washingt.a Qua.
Office of City Engineer
Drawn log • R W. Joann
Scala • l.1100*
Daft: Fe►22,1357