HomeMy WebLinkAboutPD2002-2x
cp
\
Co
I
0
3
cc -90
0_ 0
LI
I 1
(7.5
w I (
CO
7:0
2,1 Q:fr
./3 1
-
I ke 2.55%
"904,
F' Pip= 1897.68
112
0
190- . 3 T C
3.357;
C1/47
a a N.1)
‚be
vc,
'3114
19 /Pe
9
JT
CP 1
N=1000.000
00.0
1899.61
1901.20 TO 1900.96 TO
'
-1895 ----4
1+00 1897
1.1)
•,5‘
499,
1
x 110.00'
1900.88 TC
1900.70 FL 1900.46 FL 0.4% 1900.38
N . 1109.89 I
E . 1000.03
•
1900.68 TC
1900. 8
2+00
1.9
85.00'
5C-3
1900.48 TC -
- 1194.851
E = 1000.03
•
sooAA°
1900.28 TC
PROPOSED PVC hA t hY SEWER MAIN
3
80.00'
-4(
1900.08 TO
-444.44-tr45..
1
CP 2
N=1274.960 1900.80
/199 95 TC 1899.88 T
IseicIAL-s0
4+00
9
N = 1349.96
mono
E = 996.75
-
1899.68 TC
Horizonfirve:
= 12°55' 54'
T = 100'
R = 88237'
L- 199.15'
C = 198.73'
C‘hi.\- 6°27'57"
5
85.780
1899.48 T
5+00
16) <1> 9
0,00
N = 1435.04
E = 984.88
e
Os 4,0
'so-
-
1899 281-C
N . 1465.7
9 8.35
o
•vo 898.8“
898,34 ft
69859 A
189 • c,
,1898 90 CI- \--A898.65 et- c4
f•I\
98 f
1,„ .18 •
4,1390c5 cc
6
mtt
0)
CD
In
N = 1530.88
E = 963.40
E01-11
1 8
9816......,...--•-
•11915:14°
-L5
4/34 FL BOX = 189
1)16- i101
'6
i89-
¶900:49 CL
2i
0>
1900.70 FL 1900.46 FL
rs,
ooc
9a-1900.38 FL
1900.88 TC
1900.29 CL
oo
1900.09
/Act)
7th Avenue
-189 .89 CL
0.4%
1899.76 CL 1891.69 CL
1899.46CL
1898
1900.18 FL
1900.68 TO
1899.98 F..
1900.48 T
In
1899.78FL
1900.28 TO
W 8" WATER MAIN
1899.58 FL
1900.28 TO
0.4%
1899.45 FL
1899.95 TC
1899.38 FL
: •
9.88 TC
1899.18 FL
1899.68 TO
NEw
pvc \NATE
Ui
0
cc cc
CO
400
0)0)
co a)
24" R.C.P. @ -1.0%
/
1 ot a ...: _ _ _ ,i. \ AA\ \ i 0 ;II_ - -, C-1•- • - - - - - - - - - -
\ ‘
‘ - ------- 6.
_ -
67 V...s3-r--tle --":.-
,
tQic,
eg5.5_7710/
26 fLeali--
hserece'°
95.81a
FL Rpe
•
W=l000.22
04 = 1060.02
= 1898.47
1 10.00'
•.> -- 0 61-
„71 Station to Station
0+11 to 5+63.94
tel.C. PAVEMENT 47B
Plan
331
Side
LT Sc RT
Sq. Yards
BUILD 6" P.C.C. INTEGRAL CURB 47B
Station to Station
0+11 to 5+63.94
Plan
301
Side
LT Sc RT
2,052.5
Lin. Ft.
1,197.0
BUILD CONCRETE HEAD,ER-47-136\ ---
Station -2vc1"r-
Side
Distance
5+63.94';
LT Sc RT
31.0
At 13thyStreet Return
RT
31.0
Vertical Cume-#1
P.[ 81a..0+5e
= Bridge Spike in Power Pole S.W. Cor.
of 12th Street & 6th Avenue
Elev. = 1902.55
219 9 N = 111a20
1
1060.02
<9 Kr>
0 80.00'
2
•
<-90,) e31 N =1190.19
E = 1060.11
IC
BUILD 24" R.C.P. STORM SEWER CLASS hi
Station to Station
Plan
Side
LipeFt.
0+36
443-R5
LT Sc ITS..-
•""- 67.5
BUILD 24" R.C.P. Flared End,Seetion I
Station to Station
Plah
Side
Quantity
0+36 ------
443-R5
LT & RT
2 Total
1.9cP
Iti;//xx
1r 1".X xxX
oarX2 ''':/"'"."/X (71 ).-rjorx
/../
rx,
•
- &ski
75.00'9 65 73.32 a
N = 1265.29„, .10 N = 1274.82
0,4 E = 1060.08 '-'0444----.42,Ea_10_80.02
'1904 9c0"g
1902 ,
3
os,
T,
:11. -
NORTH
Scale: 1"=20'
20'
1
20'
ALTERNATE #1 = 8" ASPHALTIC PAVEMENT
1. Asphaltic Pavement Type 14 : 855 Tons
2. PG 84-22: 50 Tons
3. Tack Coat SS1-14 : 430 Gallons
4. Build 30" P.C.C. Curb & Gutter 47B:1,273 L.F.
NOTE: Gutter line across 13th Street Intersection shall be a'•62,
5' Concrete Valley - 47B. This Quantity has been added!
into 30" Curb & Gutter - Item #4.
rx".),
//oe. 'of.' t
ogo,
40'
it
610'
4
1347.92
E=1057.10
NOTES:
1. Approximately 286 C.Y. of excess exc yation shall be derived
from the construction of this Project. 1/42,
All excess excavation shall be spread acr ss adjacent lots
and leveled out.
N = 1443.1
E = 1031.27
1
0
Ui
2. Contractor shall drop curb at intersection for fUture
installation of handicap ramps. Actual location"shall be
deterkiined in field by Engineer.
Nand Services st\rall be
3. Utility woh to be done by Hastings Utilities.
Proposed Iater and Sewer Mains
installed prior to Street Paving.
Please contact Hastings Utilities for coordination of these events.
N = 1443.86
E\ = 1156.01
CD
cc
0)
CO
ED4_
co
\
1\1,= 1503.11
E. 1060.02
14)-°_k \
\\,
FL BOX = 1893.03
ACITY OF HASTINGS,
ENGINEERING DEPT. '00
Project
SEVENTH AVENUE
12th Street North
Proj. No.
2002-2
Description
N 1503.86
E = 1144.12 04491 BY
Vertical -Curie #2:
Frown By
B.B.
Construction Plan
Date
R.G.D.
6/2002
Contractor
Approved By
Dm. No.
1 of 1
P.t. 'Elev. 1900.87
P I.- Sta. 5+30.52
= 501
=
P.!. Elev. 1.898:90
.-501
Elev.-1901.01
. . . . . . . . . . . . . . . . .
OE
to
-en
Proposed Grades
No Correction
Scale:
Horizoiitat
Vertical: 1"
i':* 20
= 2'
1906
1:900.77,V.PT
a)
cc
0'
Proposed Grad
C•1
0)0)
07
0)
03
CS)
cc1
•
a.
0)
0)
0)
cc
1:77
a
op
to
CO
1904
1902
1900
1898
1896
1894
0.
Basting Grades
cb
si • • r‘i
0 0
0) 0)
• • • • • ...
1892
.........
0)
0
458.75 LP- 8" PVCSanitary Sewer Main@ 0.30°7
Pr"oOsd Mahhcild -4. FL 189
Elevation =189.0.31 . . .
a;
cccc
0
to
1890
Existing Manhole=, t888.64
0+00
1+00
+50
2+00
+50
3+00 +50 4+00
+50
5+00
+50