HomeMy WebLinkAboutPD1995-9m
c70
CP
i
� 1
0+00 1+00 2+00 3
5/8" REBAR
PEA< SHAVER PLANT SITE
00
20'
42, 50
F`'
18' Chip 3�/ h0
J
4v
1
�
A7
18' CMP
(New 8" D.I.P. installed on GA -236)
4+00
BUILD DRAINAGE SYSTEM
SEE DETAIL
H
x
(New 8" D.I.P. installed on GA -236)
5+00
(73
4.
0,
4-
0 NEW 10" D.I.P. !ATER MAIN
41.58 TC 4 . 3 TC
08 40, 9. FL
(0
rn
4-
b 40.98 TC
40, 62 TC
8 F 40.93 / 40, 78 F 40.63 FL
1
,/ 1 1
1
.I
I
BUILD 8" P.C.C. HEADER (47B)
STATION SIDE PLAN UN. FT.
2 + 57
LT/ RT
301
36
SQ. YDS.
3+06
486
SEE DETAIL
41.43 TC
BUILD
6"
PCC DRIVEWAY
STATI❑N
LIN. ET.
SIDE
SQ. YDS.
3+06
486
SEE DETAIL
LT
55.2
41.28 TC
Ct
4-
BUILD 6" PCC INTEGRAL CURB (47B)
STATION TO STATI❑N
SIDE
PLAN
LIN. ET.
2+57 - 5+00
LT/RT
301
486
0+00
1+00
41.13 TC
20'
40.48 FL
co 40.98 TC
4-
0
it
0
NORTH
Scale: 1"=20'
0'
,
20'
40.83 TC
4p'
OPEN FIELD
60'
2+00
(0
4.
0
4-
11
40.41 TC
39.91 FL
39.97 CL
40.03 FL
40.53 TC
40.6P TC: 4O k1� rr
40.12 FL
4-
N
140, 33 CL
O
(0
40.18 FL
t" 40. re TC
40.33 FL
44.0. 69 CL
4.0.33 FL
40.83 TC
H
A
:.
C
x
40.48 FL
Z0 140.84 CL
M
43. O
40.48 FL
40.98 YC
(0
4-
CO
BUILD 8" PCC PAVEMENT (47B)
STATI❑N TO STAT[❑N
SIDE
PLAN
SQ. YDS.
2+57 - 5+00
LT/IST
331
972
BUILD I3'x 5";',,PCC FLUME
STATI❑N
SIDE
WIDTH
ELEVATION
3+50 j
LTI 1
sEE IEAIL
SEE DETAIL
3+00
10
0
9
8
BUILD 18" RCP
STATION
SIDE
LENGTH
INLET ELEV.
OUTLET ELEV,
3+50
LT
7.5'
SEE DETAIL
SEE DETAIL
BUILD 6'x 18' PCC ROUND FLARED END SECTION
STATI❑N
SIDE
ELEV.
QUAN,
NOTE
3+50
LT
SEE DETAIL
1
3+50
LT
SEE DETAIL
1
W/TRASH RACK
4+00
5+00
APPROXIII'IATELY 1154 CUBIC Y.ARDS:OF:EXC.AAVATION WILL:BE
1946
•
DERIVED' FROM' TRE COLISTRUCTIO.N OF TATS. PROJECT.. EXCESS
XCAVATIQN SRALL-BE PROPERTY:OF. i t(. CITY:OF:IIASTINGS. A
,RAWSXTE'SRAJG SEDETERMANEO=RY niF gNeRsig aR.. .
SCALE-
... 1.....944
......
VERT- 1"=2'
TBM : #2: =::T❑P : TURN :NOT,. : E: H,:,:LECATED..❑N . N. S.
OF S. DRIVE PNTD.PEAK SHAVER' •
ELEV.= • 1944,18
1946
1944
1942
1940
30% --
a- 0)
1938 -
PROPOSED GRADES -r
N
0'
W (0
+0.310%
0.
d-.
0)
0
c0-
6-
1'-
1942
1940
1938
4V-
•EXISTING GRADES a -
<r:
04
N3
(0 - (0
•
77at6 pro;. Na. 1995-9
CITYHASTINGS,_
D.
WEST AVENUE
CO
Description
2nd STREET SOUTH 630'
Design By Dote Contractor
R.J.D. 3 / 96
Drawn By Approved By Drn. No.
B.B. 1 of 3
0+00
+50
1+00
+50
2+00
+50
3+00
+50
4+00
+50
5+00
(New 8" D.I.P. installed on GA -236)
5+00
6+00
PEAK SHAVER PLANT SITE
4.
N 20'
X
X
7+00
8+00
N
0)
cri
. o
X
HNEW 10" D.I.P. WATEPEMAIN
0
0
W
4.
40.48 FL
IO
140.84 CL
-3-TC
40.63 FL
140. 9 ..L
7-
.7. E
co
0
.141.14 CL
(73
4.
O
N
co
40.48 FL
49.98 TC
V
cn
0
8
5+00
40.63 FL
N
4.
h
41.43 TC
40.9--F --"
441.29 CL
41.69 TC
f9 ri
e s L
41.55 CL
0
ct
4.
N
co
co
20'
N
EMPTY LOT
NEW 10" D.I.P. 41ATS.R M
41, 96 TC
41, 46 FL
vv „Th
�,
41.82 CL
S
1? 1h
42.22 TC 42.62 TC
41.72 FL
142.08 CL___ 142.16 C1
9+00
42.18 CL
40.7: F
40.93 FL
41.19 F
41.46 FL
41.72 FL 41.99 F
42.06 FL
41, 13 TC 41.
7
6+00
TC
/41445 TC
6
SAW CUT
STATI❑N TO STATI❑N
SIDE
LIN. FT.
6+25 - 8+68
RT
249
41 61 C 7887/ C / j 421.22 TC //// ' % 4 41 C /I
(75=---M----SAW Gt1T
5
SLAMMER PARKING LOT
7+00
T T
47
N
SAW CUT
REMOVE HEADER
STAT ION
REMIVE PAVEMENT
STATION TO STAT ION
SIDE
SQ. YDS.
6+25 - 8+68
RT
162
7+00
T T
47
N
SAW CUT
REMOVE HEADER
STAT ION
SIDE
LIN. FT.
8+63.3
LT & RT
36
8+00
M
:II
9+00
CD
n
O
20'
NORTH
Scale: 1"=20'
0' 20' 40'
REMOVAL 8& BUILD PLASS
60'
BUILD 5° PCC MODIFIED CURB (473) (SEE DETAIL)
STATION TO STATION
SIDE
PLAN
LIN. FT,
6+25 - 8+63.3
RT.
SEE SPEC BOOK
238.3
BUILD 6" PCC INTEGRAL CURB (47B)
STATION TO STATION
SIDE
PLAN
LIN. FT.
5+00 - 8+68.8
LT
301
368.8
5+00 - 6+25
RT
301
125.0
BUILD 8" PCC PAVEMENT (47B)
STATION TO STATI❑N
SIDE
PLAN
SQ. YDS.
5+00 - 8+63,3
LT & RT
331
1453.0
55.2
8+00
LT
BUILD ASPH, CONC. PAVE. TYPE B
STATION TO STATION
SIDE
TON
6+25 - 8+68
RT
62
LT
55.2
BUILD 6" PCC
DRIVEWAY (47B)
STATION
SIDE
SQ. YDS.
6+03
LT
55.2
8+00
LT
55.2
TBM :#.1. ! .TOP .TURN: NUT; . F: H.: :LOCATED: ON
N. S: OF N; DRIVE INTO PEAK SHAVER
ELEV. = 1944.03
1946
1944
1942
+030%
1940
rn
O
1938
0
•
•
SCALE:
+05298%
EXIST-
flURN
a00tO
PROPOSED 'GRADES
rn
m co
r� 1 r
N GRADES tt-rr <r EXISTING GRADES
10
HORIZ.; :-::1' :2Q...........
VERT:: 1 "=2' : 1946
1944
1942
1940
1938
oaff
a
:mot
: f--5090 :.
•
5+00 +50 6+00 +50 7+00 +50 8+00 +50 +63.3 9+00
CM' OF HASTINGS,_
ENGINEERING DEPT.
vv
Project
WEST AVENUE
Proj. No.
1995-9
Description
2nd STREET SOUTH 630'
Design By Dote Contractor
R.J.D. 3 / 96
Drown By Approved By Drn. No.
B.B. PIM/ 2 of 3
FENCE
x
Tip VIEW
ELEV. 39.71
ELEV. 39. 81
SLOPED TO CENTER
SLOPED TO CENTER
6' PCC CURD
z
z
w
n
0
6'x18' PCC ROUND FLARED END
7.5'x18' RCP
Scale: 1" = 2'
2' 0 2' 4' 6'
ELEV. 39.91
6'x18' PCC ROUND FLARED END
DRA
WITH TRASH RACK
SIDE VIEW
STA, 3+50 - LT
\AC� SSTFV DFTAI
13' x 5' PCC FLUME
(VARIABLE WIDTH)
1'-5 1/2'
5"
5" PCC vLDIEIED CURB DETAIL
NO SCALE
at®8Cw[ e(aa(a�gaa
et
z Leith: �.oJbo�e
S a; o a 0�2
a; DAVID Y. gam' w
=_8 WACKER %mow
°• E 5090
is ea sorrest,Jpatce• esese
�'•..�,DF'iEil SSS
=TAI_ S
TT
Com' 0? HASTINGS,
(ENGINEERING dDEEP7l
00
Project
WEST AVENUE
Proj. No.
1995-9
Description
2ND STREET SOUTH 630'
Design By
R.J.D.
Drawn By
B.B.
Dote
3/96
Approved By
Contractor
Drn. No.
3 of 3