HomeMy WebLinkAboutPD1996-214
10 -
co
0
140
0
LO
o5
>-
0 z<
La/ 0 1.1J
)-
La>
__i
U) O < CC
NOTE BOOK
0
z
0
0
2
<
0
Z
1/1
0wo
0 r,
ls;
cco<2,?,
=_,fx
co a. 6 0
Lt./
0
0
NOTE BOOK
0
z
1-
0
--D
0_
12+00 2
0)
0
0)
.4
F-
&
(/)
- 4._ - 01- - - -
SO
H 1918.408 + tsi 14 1919.954
1918,011C
1911821'C
1911.52 Ft.
1
191/.52 FL
1911.82 IC
H 1920.265
ili+oo
Z I
(DC I
0
1917.94/2.
r
Assembly of God
BLOCK 3
1918.19 a MH 9,-51RD STREET
H 1917.969
N
H 1471
. •
0
191741 19.
111/.91 IC H 1918.502
3 '
W 1
•
I <1
ce ,
I lel I
I t- II
_1+ H 1922.138
I C.)
60' R.O.W.
H 19
H 1918.505
11911.42 a
H 194.037
1911.41 FLI
1911.91 fC
1911.9519.
1191895 Ct.
H 1918.938
1911.9519.
1918.45 fC
1918,111C
191821 FL
H 1923.447
10+00
$29,929.56
-25,385.34 - CREDIT
$ 4,544.22
11 1924.719
9+00
OWNER: FIRST ASSEMBLY OF GOD CHURCH
OF HASTINGS, NEBRASKA
8+00
463.5'
-..l. . . . - . . _± -
H 1921,139 11 1922.023
1919.111C 1919A5 CC 1919.19 It
61 FL 191895 FL 19192919.
0.68%
b
, 91889 a 1191925
EXISTING 8" PVC SAN. SEWEF MAIN
c.)
a
. . - .4_ - .
H 1919.042
145'
1918,2/ FL
1821 fC
_ *4F . .
H 1921.7121
0.68% 1918.6119.
1919,111C
H 1919.413
l 91991a.
0
1918.95 fl.
1920.15 IC
1191991 a. +
H 1920.357
191929 FL
4192025 Cl.
19196519.
H 1923.714
H 1923.417
H 1922,263
_ 4
_± - 4-
H 1922.430
1920.41Z 19208l It
1919.9119.
TB
.&J
11920.59 a
H 1920.336
19199119.
1920,95 a
1920.51
'1720-.591- • - •
-H 1920.825
NORTH
SCALE: 1" = 20'
z
+ H 1921.04314
- H 1921.032
>c
- H 1920.803
33RD
STREET
BUILD 8" P.C.C. HEADER
STATION
SIDE
PLAN
LIN. FT.
1 1 +90.29
LT & RT
LT 51'
62
11+34.29-11+70.29
LT
LT 51'
36
Dote
10/96
Contractor
Drawn fly
B.B.
RAISE MANHOLE
STATION
SIDE
1 1 +52.29
CL
OWNER: LOT 4, FIRST ASSEMBLY OF GOD
CHURCH OF HASTINGS, NEBRASKA
H 1920.422
$9,363.08
-7,941.47 - CREDIT'
$1 ,421 .61
Lot 4
H 1921.512
1919.45 Fl.
130'
0 RADIUS POINTS
NUMBER
STATION
SIDE
RADIUS
1
11+90.29
LT 51'
20'
2
1 1 +14.29
LT 51'
20'
REMOVE 8" P.C.C. HEADER
STATION
SIDE
PLAN
LIN. FT.
7+27
LT & RT
62
1919.191t
1920.15 fC
1920.4/ It
-+-..-
H 1921.480
$8,394.48
-7,204.36 - CREDIT
$1 , 1 90.12
Lot 3
OWNER: LOTS 2-3, Krishnakant K. Trivedi and Krishna
K. Trivedi, Husband and Wife, and Devang
Amin, A Single Person 11 1921.635
1
_ _
H 1921.386
BUILD 6" PCC INTEGRAL CURB (47B)
STATION TO STATION
SIDE
PLAN
UN. FT.
7+27 - 11+90.29
RT
463
7+27 - 1 1 +90.29
LT
450
BUILD 8" PCC PAVEMENT (47B)
STATION TO STATION
SIDE
PLAN
SQ. YDS.
7+27 - 1 1 +90.29
LT & RT
3,224
Description
463' TO OUTRIGGER AVE.
+
u loonor%
BLOCK 2 2nd Sub.
- • • - - H-1921.393
127.73'
$8,247.91
-7,078.56 - CREDIT
$1,169.35
Lot 2
NOTE: THIS PROJECT WILL GENERATE
APPROXIMATELY 1 ,7618 C.Y. OF
SOIL TO BE DISPOSED OF AT
ENGINEER'S DISCRETION.
0
A CITY OF HASTINGS,
ENGINEERING DEPT.
00
Project
33RD STREET
Pro). No.
1996-2
Description
463' TO OUTRIGGER AVE.
Design BY
D.W.M.
Dote
10/96
Contractor
Drawn fly
B.B.
PProved Lb'
Um. No.
1
of 1
GA
OR
1924
1922
RdPOSED -GRADE
0,
0,
tit
P,1
05.
0)
<-
0)
4 -
0)
to
04
0)
0)
11)
04
0)
01
0)
1920
!STING GRADE
1918
vals• • or ariajr
•
&moor vimimm am.. emM. amm. amme.T
PROOSED GRA
...Ma p.m.
*NMI. 010111147
*wk..
disiam.1•11= assweela 40110101.11•
11•11111•11 • •••••ipfr
1916
1914
o
Id
14
0_
•
0
XISTtNGORADE
Cri
• 1/41:-.
0
'0
:
1'
1')
21.0 rxig-r/NG
12+00
11+00 10+00
9+00 8+00
7+27
PLATE 1-EINGrEWItYLWRitilklADDI:VOTFILE-Futs 007
NATIONAL PRINTFAST
PRINTED IN U.S.A.
S(141U0 OW SO 3%3 #041.150a
0
co
0 0
ww
Y Y
ww
xw
0 V
0 Z<
UJ 0 w
• LU
LU z U.
0 OJ J
ND <C
J
0
NOTE BOOK
d
z
0
>-
m
0
0
N
Z
0 FQ-
Y 0
CI 0 Z
W
C U ~O CG
w 0Z
>1-0H.�
.
Na0 to co
W
J
0
LL -
CC
a
NOTE BOOK
0
z
1-
0
W
0
CL
12+00 0
11+90.29
N
+-
H 1918.408
191,524E -
1
1917,4
H 1917.969
•
t
H 1920.265
1�1 +00
0 I
-J
W
L
i
Z
0 I O
U �
Ii I
OI
e4•
- •
w
---- 6f9 .31 G - ¢ a-191795ff
8
0
0
w7 H 1919.954
FH 1918.45fr.
1918,19 CkH 9' 3RD STREET
H 1918630
/ ' 1
1919,59 TI.
11 1918.505
.1919.42 a
H 1918.502
H 1921.037
3 f'
U + H 1922.138
0' R.O.W.
Assembly of God
BLOCK 3
1918.99 a+
H 1918.938
1919.93 TL
wv
91$,991'C
9
27Tt_._._.-0.68%
10+00
11 1923.447
H 1921,139
1919.11 IC
.1918.89CLI919.25a,
EXISTING 8" PVC SAN. SEWER R MAIN H 1919A13
918.27 FL 0.68% 1918.61 FL
CJWAIM
faxmieltaik
+- - • -
H 1919.042
H 1924.719
9+00
8+00
H 1923.714
__±..
H 1922.430
H 1922.023 1920.15 z 1920.41
T'C
9,91C 1919,991G _._.
8:99TI. 19�JFti _.-._.- _._.Ty0:65-F1; . 1919:97TC
191899 FL
L'J�JGi.7�
10
11919.91 a +
H 1920.357
1919,29 TL
ceJVJI MAI
,1920.29x(,1
1919.65 FL
FrsOawyr
BUILD 8" P.C.C. HEADER
STATION
SIDE
PLAN
LIN. FT.
11 +90.29
LT & RT
LT 51 '
62
11+34.29-11+70.29
LT
LT 51'
36
Design By
D.W.M.
Dote
10/96
RAISE MANHOLE
STATION
SIDE
11 +52.29
CL
H 1920,422
Lot 4
H 1921,7121
•
+I
11 1921.512
Q RADIUS POINTS
NUMBER
STATION
SIDE
RADIUS
1
11 +90.29
LT 51 '
20'
2
11+14.29
LT 51'
20'
REMOVE 8" P.C.C. HEADER
STATION
SIDE
PLAN
LIN. FT.
7+27
LT & RT
62
- + -
H 1921.480
Lot 3
H 1921.635
FH
VIC
wv
1920.990'.
H 1920.336
191999 FL
•,
+ - - -
H 1921.386
BUILD 6" PCC INTEGRAL CURB (47B)
STATION TO STATION
SIDE
PLAN
UN. FT.
7+27 - 11+90.29
RT
463
7+27 - 1 1 +90.29
LT
Description 463' TO OUTRIGGER AVE.
450
BUILD 8" PCC PAVEMENT (47B)
STATION TO STATION
SIDE
PLAN
SQ. YDS.
7+27 - 11+90.29
LT & RT
3,224
Description 463' TO OUTRIGGER AVE.
u 10O Oq
BLOCK 2 2nd Sub.
9
H 1922.214
O
TB
NORTH
SCALE: 1" = 20'
f92039I-" - •
,1920.95 a
92. 5
•
+ H 1920.825
z
+ H 1921.043 w
►-H-1921.0074 - 1
+ H 1921.032
N
Lax
- H 1920.803
- - H-1921.393
Lot 2
NOTE: THIS PROJECT WILL GENERATE
APPROXIMATELY 1,78 C.Y. OF
SOIL TO BE DISPOS D OF AT
ENGINEER'S DISCRETION.
0
33RD STRec MH
1R CITY OF HASZINGS
1ENGINEERING DIET C
Project
33RD STREET
Pro;. Na. 1996-2
Description 463' TO OUTRIGGER AVE.
Design By
D.W.M.
Dote
10/96
Contractor
Drown By
8.6.
Approved By
Dm. No.
1
of
'
2.
SCALE:
HORIZ.:
7,
SIERT.: 1
=....2C'
1924
1922
0)
0
PROPOSED • GRADES
oo
0)
M
N
Oi
rn
sr) O)
O: O:
Of ON
N
N
O)
N
1920
EXcST1:NIG::::G:RAD
1918
. INTI.. r -
11•10•1s emasee .111•11141.
Wes+ me/In 1111141•11
alm44. Ogre
,..}-..w.!w.+w..... I..R.......R .wren ..wp .......M-�
1:1205:ED... GRADE
1916
1914
z
0
•
0
EXI$T1NG GRADES
•
P)
v
0
u
1-1
Coa
Lit
N
0
12+00 11+00 10+00 9+00 8+00 7+27
p•• •SSip y��
to-: DAVID.L : ct=
tci•t WACXER: ;?.
S E-5090 ; .rn`
,
,�rser(
• �i eeeneoe .�
41,01
HIGHWAY FEDERAL AID SHEET
PLATE 1 -SINGLE PLAN AND PROFILE -Full DOT
NATIONAL PRINTFAST
PRINTED IN U.S.A.
W 0
W
W 0
214J
0 I
0
>_
0 Z <
La c> >.
• W 2
LLIF z U.
CO 0. a
NOTE BOOK
0
z
0
c>
CO
0
Jc
W <
0 0
w Z
• W
CI 0 0 CC
Uj Z
>q) Id
(4-1S3
cco-tx
M -4
•1—
(00.000)
v LI u)
LsJ
0-
0
0
t-
0 0
zz
12+00 11+00 10+00 9+00
Assembly of God
BLOCK 3
0)
0
a
14 1923.417 0_
Fl 1923.714 z
8+00 7+7
. m
I 'RI
F—
H 1922.263 41,
1
TB
j
MH
L33
RD
STREET
1 0 '-1 0 '-7-1 —10'--
.1•
3h'
0
•0
1 60' R.O.W.
13'-4"
TYPICAL
nJ
cp
Lot 4
t.-.
Lot 3
Note: Int pattern is to be as
shown.Njo centerline joint on 33rd.
street. .
BLOCK 2 2nd Sub.
Lot 2
13' —4"
TYPICAL
z
Id
Id
NORTH
SCALE: 1" = 20'
0
33RD c> MH
Id
TRE-E.T.
...... ....... .
49' C.rive * •Wi
t .11
.0 G... •
DA:0901D' ;€.7,:ritil
WACKER
OITOffelf
R.N. MN DR
.Prolect
53 RD* "STREET
?t6). No.
.Descliption
463 TO. OUTRIGGER AVE
D'3191L6Y
.CON:tvl •
Dote
10/0 •
Contractor •
Drown. By
Approved .13y
Dm -No.
HIGHWAY FEDERAL. AID SHEET
PLATE 1 -SINGLE PLAN AND PROFILE-Fis DOT
liATIONRJ. PRINTFAST
PRINTED IN U.S.A.
3
5