HomeMy WebLinkAboutM-330(57)5000
Sta 40 45.75, /0' Rt to Sta 9# 00, /5' Rt
Sow Cut 454.25 L.F of Existing Asphalt
Sta. 4t 45.75, /0' Rt to Sto. 9'09, /5' Rt.
Remove /8/ S.Y. Existing Aspho/t. Hou/ Site
to be Des/gnoted by Owner
Sta 4 t 45.75, 14.5' Rt to Sic. 9 t 00, /9.5' Rt.
Build 252.4 S.Y. of 5" P.C.C. for Drainage
Flume w/ 6 % inverted Crown
RAISED EL EC. MA
L4'
600
ASPM.
7000
/MPER/AL MALL R4RK/NG LOT
BtCO
9 ►GYM
—
/944
1942
1940
/938
IOTIOM Of EMSAMKMEMT
i f
TBM *7= X on SW Nut of Parking Lot Light (Pole 4/5)
E of Sta 6 t O0 Ehi /940 7/
Gres
Project € Gr+�ds
-W// 798 %
FLOWL/NE PROF/LE
Scale
Vert/co/ / 2'
Horizontal / 20
JO'
arc-
6000
SW* /
25' Utility Eossment
imperial Mali Oroinopowoy
nom. No.
M330 (57)
'oesemIT
West of imperial Mol/
Hastkigs City Enpeheer/ng
R✓O 4/B
�1urc�
i1w w �""�° w
SKP 1
1wk 2 w,
M 6
/944
/942
/940
/938
/936 - /936
/934
t4575
Propos& Oro/nage Flume C Grade
IN `�' w
1.1
ill tO
in ki
til ;R ki
16)'
X
5t00 050 6000 050 7000 050
8000
050 9000
/934
25' Utility Easement mss'
1944
1942
/940
1938
1936
1934
Care
▪ R� .
!!I' —
h
h
WARM W
Q ' r \ ~ �% 1'11' ■ ■ ,� '
(os*s ' ' h� '� 4) 4) . r ; .
Alb AAr
MALIMMir
mamaEllialiMINIIMIr
ioT TOM of EMIR "� N7 c
Grass
ZS,'
VIA
Mlr
Gore
-0./1/798% 6 //44 %
z'
Cot1rKinQ
Vof
FLOWL/NE PROF/LE
Scale
Vortical / "= 2,
Horizontal /"= 20
Project 1C Grade
sz.s
CrKl
51/
Cpad
w
•
44
d In
FAOArs
lay o
7-84 9 = X on West Side aric Parking Lot Light Ped. (Po/e IP 11
West of Woo/worths West Entrance E/ear /940.04
w
8 0
co to 0 0
z
9+Q:)
Proposed Oroinoge Fume ( Grade
tk-J Lk., w to w to
co m ^ 0
M n M M iri M M
t5O /0#00 ;26 +50 / / tO0 0 50
/2+00
+50 13+00 +50 /4 +Gtr
25' Utility Easement
/4 t CO
'7'
z/4'
25' Utility Easement 13
1944
/942
1940
/938
/936
/934
/5'00
Sta /4. 010, /95' Rt to Sta /7t 69, 305' Rt.
Sow Cut 369 LF of Existing Asphalt
1
Sb. /4'010, /9.5' Rt. to Sto. 17'69, 30.5' In
Remove /92.5 S.Y. of Existing Asphalt. Hou/
S/te to be Designated by Owner.
Sta /41100, /9.5'Rt. to Sta /7t69, 30.5' Rt
8u//d 205 S.Y, of 5" PCC for Drainoge Flume
w/ 6% Inverted Own.
AO -
16 *CO
Imperial Moll Parking Lot
/7000
Sta 17' 69, 305' Rt.
Construct 9,,LF of 6" PC.C. Curtain WV/Approx. 24 Deep (See Detail)
Ste 17t69, 30.5' Rt
Construct 5 L F. of 6" PCC Header.
(See Detail)
Sta. /7' 69, 305' Rt. End Project
/8 W
w
otos
11
1 1
1 11
I 1
1 1
tA3'
E R/tlrt
rola Ahi
t3'
PIO
Fenced In A ea
tki
b
M
/4,09
IorTcw of
BOTTOM Of EAAtAN
Pad
Colic
.O'
Apartments
33.I.
Riser
Grass
coo.
parking
Grafi
'50
toi
1'
/5 t'i
IJ
st
'50
Project £ Grade
Como
FLOWL /NE PROF/LE
Sco%
Vertical /11..21
Horizontal /"= 20'
Proposed Dbmoge Flume E Grode
M
/6*00
-0.//44%
'50
&9ter Awl
A
/7,00
End Profec!
t50
0
/69
/900
core-
25'
ore.
25' Utility Easement
T8M # /0 = X on NW Cor Cong. Pod for Elec. Pedestal
Sto. /8 t 66, 20.3 R/ Elev. /93798
/8,00
M
t55
Arf
'758 '93.8
t763
/mperio/ Ab// Drainogeway
PROJ. NO.
A/330 (57)
OESCRIPTiOtK
West C of imperial Ab//
ht fs*rgs Ob' Enpnwring
Foam ,v
RJD
OAtt rTRACTOR
4/87
IDRN.OYCY
SKP (
• .
j4 �
�/
6
/944
/942
/940
/938
/936
/934
X3)0(51)
0
ao
A
1923.00
1922.00
1921-00
192000
1919.00
1918.0 0
1923.00
1922.00
1921.00
1920.00
1919.00
1918.00
0
DUTTON-
LAINSON
BUILDING
N
N
80' R.O.W.
•
brick Wk.
1
NASH FINCH
BUILDING
Conc.
•
•
•
•
GRAVELE D
•
Wk.
2
ABBOTTS
•
. WEST
•
•
•
•
go.
rung
•
asphalt
DAIRY
_curb.
.
•
• /St• •
Existing Asphalt • Street •
. • • (concrete bane) •
drop.pld.
PARKING
Proposed Widening
AREA
STREET'
•
3
Sta. 3+86-12 Rt.
Remove Catch
Basin.
t
6'
Grode on grate of
new curb in/ef:
/92/.90
BIG
Ole*
..t.►
Sta. 3+82-16 Rt.
G WARE-
HOUSE
*---
CONCRETE
1
Build 12"x 14' Reinforced •°„
Concrete Sewer Pipe
W/Inlet in Curb
Inlet and Outlet in
Existing Concrete Pipe.
X
X
Cu •
N
4
SYo. 3t84 Construct Neenah
type curb , n/et. (R -3246-A)
See specs.
80'
wank.,
° lI
•
TIM
22.20
e atws
M
TB'
• KS 11111111
n') TR�1111111111111111111111I1II11I111
RAILROAD 111111111111111111111111111111111
NORTHERN 11111111111111111111111111111
,a,, BURLINGTON IIIIIIIIIIIIIIIIIIIIIIIIIIIII
Bin111111111111111 1 11111 111111
11111111111111111.111111
111111111111111111111111111
I II 11111111111111111111111
IIII
datum elet 1918.00 U S G A GS
Ot00 1'25
datum eler. 1918.04 4 S$
156
It00
N
t50
2t00
NORTH FL OF /St STREET
—SCALE—
Horizontal Scale: 1"= 20'
Vertical Scale .l"= 2n
Proposed Grades
Existing Grades
t50
3100
150
T54
t97 4t05
121
t37
0/00
t25
156
t50
2100
SOUTH F OF is/ STREET
150
1'50
t84
197 4405
121
t37
5
PROJECT NO.
M-330 (18)
RECONSTRU TION OF
WEST 1ST STREET
KANSAS AVE to COLORADO AVE.
SCALE- I":20'
DRN. BY.= R.J. Douglas
DATE DRN.= 6-25-73
SURVEYED BY= R.DOUGLAS
R.HINRICHS
G. KROEGER
DATE SURVEYED =6-4-73
CITY ENGINEERING OFFICE
HASTINGS, NEBRASKA
W.D.HUNT,P.E.
City Engineer
LEGEND
7. Light pole
: Power pole
= Fire hydrant
1923.00
1922.00
1921.00
1920.00
1919.00
1918.00
1923.00
1922.00
1921.00
1920.00
1919.00
1918.00
F oma,,,/ i('¢dar
3 3 R i i.
v• /v/ /,) /' / - To e-2
C;/7/! 3 -9 c.; - 7.4
f�pc: X6.93
Ki
-0,1c
1)r c/.0
41 .o,) t c
�i r¢ /4, Gt
141a/A;
54/,/,./ b7/e/--r;
Gra/'e 396-3-f L
/ p e 3 6 -9c?
-C2OrI 6.
/-3r 1'(///.
04 0
/935
3q �8
3,9 31rL
B4'111k
••
U
t1
c/r/& maty',
//JL/.S area.- /oci%fr1n5
(1,?/') 0we.
40 / / a" /c76 /.
C/7f, L%
LQL L, / /5' /E)C P
C
L, ,,/J ////e/ - rp Graf 3 ().5(-) (,,S/a o7'vo) F, / �//Oe
l� </ / 3 G 6 o .3
4 ,C„, f f /8” �E L ' 1]
Z .9 /2 L? /✓f .5Fo/,,J// yr/vim
.��u//J /ri/<j/ 77:,47 „ 3_9.3o -- r/ /',/)� r)o,-/4 3G <,> / L F �r /% 3G. .'o
it `
/6'f / A' C'/os .11 /
.Sfc c2 /40 /)/ .�cii). 77/ u,�
lr 7 /9" pe e 7J / 3 C /z f—L �,4ok- _sac/ /4 3‘.,5".2-
/.---Z"
rL /',/0c wet/ 36. .._5"
0)
- r7L //Z Z,, F/ _'i /'
1
5 =� /)1_5- Lg ',/d JCin c // o n Lia x-
('' j/ 35,90 - ,t /}or/4 3$Ro
//2 Lj ?t21T
U
1.
j34' /run f-2,10 a �- �•
4413 5 490,/ // 0-1
/ L . /3
-
G ✓J =103/_ /n // 2� )' c' , (' mss. Il
45 ..z ,r) ,"/ , _ i ,e. c /) L'/Li J; /
k-/✓ /i )/
(''r-F'(/r),!
cJ. 1.o '7
/1
Lk
N
(Y)
V
r
•
SP/ //way
,9// ,o a vl: rr2 (//c fa E- r .5- ' cti' , v/c
/7 T s ' h ,., / A: r1 La rrl (,)
7'rz rr -) L) v t cid /' j' /424.4/ / e Sf `f Prive- J
/cc/ / . 7112/orb /5-4 , 6 /2 ' r -c-, /f7,47,7-1,?,) /
3s
45 / c�
�I-
35
//9 A. /os, Jl_
— (9. G' rl %
kri
M
3
1
0
0
r)
4940
935
/7'fi 5 77/t /1/f e /4) 5,e/9
Limit/ //Vr E/ j .DE WRY/lEN %
/wc0. J C T
,97
330 (3)
fZAM' ,8Y 8Z/l/_//I/I7/t 4? oC//1TE5 /NC.
Z/i --rte✓.�z-72 C� ,
UEs�GiU�I' V,.?,`;' Wit/ L7,77
r- Cis? NAVie
c'//Z /7,47 /Pr 1//14 o Dr)>t
SC I)L,E / ` 2n 21a r / .. f_'Urr /
/22/'/W' Tv�n
(!). / /e.,..1 l • �'�
r /- C//✓F/"iz nrvrF
WU-. He, /7e n ets' u-so-cyw I
/-00
NOTE' 4/1 trees 6 shrubs within the
construct/on limits shall be
removed by the owner.
/944
/942
Ash
25' i/t//ity
0°00
/000
Sto. 0,50, 26.5' Rt
Begin cbnsfuctfon
•
SM. 0/50, 26.5' Rt M Sto. 2.44, 33.5' Rt
Bu//d 107.8 S.Y. of 5" P. C. C for Drainage Flume
w/ 6% Inverted Crown (Si. Detail Sheet 5 )
Sto. 0 f 50, 26.5' R/
Curtain Nb//. Approx.
Construct 9 L.F. of 6" .PCC
24" Deep (See Detail)
Sto. Ot50, 265' Rt.
Heoder. (See Deto11)
construct 5' L. F of 6" rPC C
Imperial Moll
Aparkin4
2100
Sta 2' 46.5 to Ma 2 t 70, Approx. 55.5' Rt
Sow Cut 47 L.P.' of Existing Aspho/t for
Reconstruction of /2 CMP
Ste. 2t465 to Sta.. 2t70, Approx 335' Rt.
Remove // SY of Ex/sting Aspho/t. Haul Site
to be Designated by Owner
Stb 2°43, 33.5' Rt to SM 2t7.3.3, 34' Rt.
Remove 30 3' LF of Existing /2" CMP. R s /
of Designed Elevations Construct (2) 6" PCC
Headwalls w/ 45° Wings of each end (Ser
P/on 4/4- N4 E Detoi/ Sheet) ( Type - 8)
Sta 2°465 to SAA 2t 70, Approx 355' Rt
Place 3 Tar, of Type- C Asphaltic Concrete
Afatching Ex/sting Aspho/t Drive Elevations
3°00
Sta. 4 t /6, 25' Rt to SM. 4 t 5S 5, 9' Rt
Sow Cut 43 LE of Existing Asphalt
Shz 4t16, 25' Rt to SM. 4t555, 9' Rt.
Remove /9 S.Y. of Existing Asphalt. Mau/ Site
to be Designated by Owner.
Sta. 2t 723,34' Rt. to Sta. 4t5627, 9.98' Rt.
Build /29./ S.Y. of 5" PCC Px Drainage
Flume w/ 6 % Inverted Crown.
4 000
Curve Data
Scv/. /"..,to'
Rod. Pt. =
PC =
(€) R =
O =
LC
T
PT
(Inside) R
(outside) R
SM. 4 t /0.8/, 33.13' Lt
Stat 4 t /3.3/, 29.47' Rt
6265'
44013'4r
91°27'/4
46 36'
47. /7'
25.73'
SM. 4'56.27, 9.98' Rt.
60.15'
65/5'
1
1
51'
t. n
Ebo/w
/1.7'
Nd'
Aso prjve
/
RR nit
n4* J'
HOOP DRAIN
LI
LP •
/
3r "
ane
The location of all aerial and underground utility
facilities may not be indicated on these plans.
Underground utilities, whether indicated or not, will
be located and flagged by the Utilities at the request
of the Contractor.
No excavation will be permitted in the area of underground
utility facilities until all such facilities have been
located and identified to the satisfaction of all parties.
The excavation must be accomplished with extreme care in
order to avoid any possibility of damage to the utility
facility.
/940
/938
/936
1934
ASAh porKln4
fats'
Gross
TBM *6= Top of 6" IP Guard Post (Filled w/ Conc.) of E. End
of Bridge to /ngverio/ Theaters Vete /94/.5/
00 co
Pes
f
-43.3 -27.5 -125 Ot00 009
-515
-045
P\
133/
•
t50
Propossd aril/100 Flume a erode
ofe
1000
' 0 /977 %
/mperio/ Theatre
Project £ Grade
'50
FLOWL /NE PROF/LE
Scats
Vertical IN_ 2'
Horizontal / 20'
'0.1977%
Controctor sholl note thot opprox. 2/0 C.Y. of
excess dirt sho/I be derived from this protect.
The controctor shall haul to 'motion des4rnoted
by the Owner
Contractor shall note that approx. /25 tons of Type -C
asphaltic concrete shall be used for repair work os
designated by engineer
1'
/
f
DJ`
Imperial Moll Aroinogeway
No. 330 (57)
w�
1 � C of /ewer/o/ Moll
Abu/sive CO EIVItmerlse
6RJurD � 4/87
i
IIIrlimill
PA BY W
SKP
Eld Ma
/
of 6
q
2t00
'465
M
M
t70
3'A0
'50
M
4 0A0 t/3.3/
,4575 t5627
/944
/942
/940
/938
/936
/934
�� y- m 0(5)