HomeMy WebLinkAboutZ-6223 Map 4TBM- F I P (� TRACKS
ELEV. 247.14
END 4' F.B. DITCH
" u � 6 ELEV 240.4±
SHOWN. PRIOR TO BEGINNING ANY TYPE OF EXCAVATION, THE Pp
CONTRACTOR SHALL CONTACT THE UTILITIES INVOLVED AND FH4
MAKE ARRANGEMENTS FOR THE LOCATION OF THE UTILITIES ON "l ,
z
z
THE GROUND. THE CONTRACTOR SHALL MAINTAIN THE UTILITY
LOCATION MARKINGS UNTIL THEY ARE NO LONGER NECESSARY.
<
ARKANSAS STATE LAW, THE UNDERGROUND FACILITIES DAMAGE SET 1/2" REBAR 11 m CD
PREVENTION ACT, REQUIRES TWO WORKING DAYS ADVANCE 0 Li
S 01'12'33" W 885.91' ri Ln
NOTIFICATION THROUGH THE ARKANSAS ONE -CALL SYSTEM
SET 112- REBAR IN 6'
CENTER BEFORE EXCAVATING USING MECHANIZED EQUIPMENT ?MH
OR EXPLOSIVES (EXCEPT IN THE CASE OF AN EMERGENCY). THE 730 BUIDING SETBACK 11 1 d i I, T
ONE -CALL SYSTEM PHONE NUMBER IS 1-800-482-8998. THE - - - - - - - - - - - - - - - - - - - OP ELEV. 242.25
CONTRACTOR IS ADVISED THAT THERE IS A SEVERE PENALTY - - - - - --
FOR NOT MAKING THIS CALL. NOT ALL UTILITY COMPANIES ARE
MEMBERS OF THE ARKANSAS ONE -CALL SYSTEM; THEREFORE,
(N
THE CONTRACTOR IS ADVISED TO CONTACT ALL NON-MEMBER 0
rl)
UTILITIES AS WELL AS THE ONE -CALL SYSTEM. �243.50FG Ln
0
2. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY (p
I SEE PLAN ENTRANCE DRIVE
C',
PERMITS PRIOR TO COMMENCING WORK, INCLUDING AN EROSION I
CONTROL PLAN AND A BARRICADE PLAN. -- - - - -
3. CONTRACTOR SHALL SEED ALL AREAS DISTURBED BY CONSTRUCTION.
>
BEGIN V -BOTTOM 75' BUILDINq
4. ALL CONSTRUCTION WORK SHALL BE CAREFULLY CONTROLLED BY DITCH
SETBACK
SURVEY STAKES AT THE CONTRACTOR'S EXPENSE. 1L ELEV 242.5
'i = 79-32'52"
5. CONTACTOR SHALL NOTIFY L.R.W.U. 24 HOURS PROIR TO EXCAVATION R = 370.78' FUTURE BUILDIk I CONSTRUCT 2 - 36" RCP
IN THE VICINITY OF THE 42" F.M. I CULVERTS WITH FLARED
U'
L = 514.78*/ 50' RAILROAD TF 246-0
A, END SECTIONS
A�v EASEMENT. 890 L.F. OF 4' FLAT 30'
CONSTRUCT 65 L.F. ro BOTTOM DITCH 0 0.3%
ti� RELOCATED 30 1 OF 90' 30' 1651
OF FLATBOTTOM DITCH BY c:)7 DBL 24%36" A
EXTENDING EXISTING DITCH FL (IN) 241.8 . , 5 QCMPA DR , AINAGE 10' UTILITY-�
(OUT) 241/ EASEMENT _j
EASEMENT <
EXISITNG DBL. 24"x36" 316 L.F. OF V-BOTTOI1JIj I I T_
ACCMPA To BE RELOCATED- DITCH @ 0.3% ic: LL
Ft- (IN) 241.89 BEGIN 4' F.B. DITCH 245 WITH 3:1 SS CONSTRUCT 50 L.11'. OF I (f)
FL (IN) 242.07 _�END 2' F.B. DITCH L0 <
t ELEV 242.0 E ELEV 243.1 12% 0.25 STEEL rIPE CULVERT r
ITL (OUT) 241�56 BEGIN 2' F.B. DITCH E 12" STEEL PIPE "r i 1 (71
12"
-j (OUT) FL ELEV 243.5 CULVERT 241.6 4 IL STEEL 4E
241. 300 L F OF 2' FLAT CULVERT 241-54-
4 BOTTOM DITCH 0 0.5% z
242 1
J1. 4
GRADING LIMITS
SET 1/2" REBAR
TOP OF RAIL ELEV.
(TYP.) -11+0o
-BOTTO' _jg
145 L.F. OFIV M
14+00 15+00
if, I __ 1 .1 -, .- . I - 16+00 17+00 19+00- DITCH 0 0.1%
$ Z�'4 0' - 40 X 40' CONTAINMEN A A 1`9+4LI53
PT. OF 'PT. OF 11
SWITCH
FROG --- �:7�1 00 - - - - - -
..1 17
- - - - - -- - - - - - - -
N 00*13* 11 E 1201-21' -
SET 112" REBAR Li GRADING LIMITS LOADING TRACK 214.38 4
CONSTRUCT 65 E.F. OF PEAK OF DITCH
0) SET 1/2" MH
DBL, 24" CMP W/ FES
N� <
Z� = 07'09'10" Cn m TOP ELEV. 240.82
STA. 10+03.131 To - 1-_ MH
00 R = 383 06' Li
ii� V) TOP ELEV. 243.12 %1
PROPERTY LINE ELEV. 24.4 0 11 = 07*09'10" T = 23.94' n ITL ELEV. 229.75
R = 383.06' L = 47.82' OMIT (4) 2 FT. SECTIONS OF CONTAINMENT CURB
T 23.94' PC = 12+11.25 CONSTRUCT ASPHALT SURFACE AT 80' INTERVALS BEGINING AT END OF CURB
L 47.82' PT = 12+59.07 CONSTRUCT 12" AGGREGATE BASE SURFACE
PC 11+06.03
PT 11+53.86
BEGIN RAIL ROAD CONSTRUCTION
AT END 'OF EXISTING- TURNOUT—
STA. 10+00
HIIGH POINT LEV 247.73
HIGH POINT SfA_ =_ 1-0+99.59
PVI STA 1= 11+00 PVI STA 15+00 LOW POINT ELEV = 245.25
PV1 ELEV1w-2A7_78_ P-VI- -EILEV-�i 24-7-3 LOW- POINT STA = 17+50
I PVI STA = 17+00 4-
A.D. =1 -0.24 A. D. 0.91
K = 630.65 PVI ELEV = 245.25
150.00' VC 150.0 VC A.D. - 1.03
K = 97.56
_c,
a 10&00, VC 111�
C)
+
Lin to
C'4 U)
to
Lo
0
-x'i 3r
C14 Co-
Lh Ln C14
+ Ln to
LLI 5 +
L'i
_dj
cn U.) _j
Li -Cli
OFILE (FADE uj
> _j 5; 00 u
> V) u i I
+ 250
V) _j F- LLJ
F- F- LAJ
_150 > uj LJ
> > TOP OF W
> L
EXISTING TRACK >
CL V_
(L F- 01)
TO REMAIN A CL
-0.12%
U) W,
I I SEE SITE PLAN FOR GRADING BEYOND THE RAILROAD
01
0.00%
E GROUND
- - - - - - - - - - - - - - -
XISTING ___T_BY APPR7DATE
REVISIONS
+1 NOT
0
0 . . . . . . . TRUCK TRANSPORT, INC.
040
o
�z m
+ ui u L0 li- [D
0 r-- ST. LOUIS
T: E MISSOURI
u 0
C4 0
m- TRUCK TRANSPORT TRANSLOADING FACILITY
-0 6
04 14-
U) m < C'4 + m C14 TRACT E-4, AREA 101
li- T L)
V) Li Li
- - ----- 04 LITTLE ROCK PORT INDUSTRIAL PARK
< UJ
ify uj
SITE PLAN
_4�
fir) to 'ir 00 0jC`4 1 -1 AND RAILROAD PROFILE
C111 "00 F_ Ci! (D 0 0 co �T 01 C) 00 00 LO 0 Lr) Lo
�0 r- 04 C4 - (N (-� 'CO4 ol (3) 0
C14 FA '�6 Ll) DESIGNED BY:
-91) = 'N In ri -,t-- -- -- rv-
r- ri r- Ili Ir LO kn to LO
It 1* 't zt SCALE:
-4 It C14 CN 1-t cli N CNI N 04 04 1 04 CIA C`4 WEIR
(14 C11 C14 04 C14 04 C14 04 C4 C14 04 (14 04 04 04
DRAM BY. I"= 50'
WHS Garver+Garver JFB NO#
1"11K1 Y_ Engineers and Planners 96-1770
10+00 11+00 13+00 14+00 15+00 16+00 17+00 18 00 19�00 201111-00 21 �00 WEIR Little Rock, Arkansas
00 22+00 SHEETNO.
__+12
DATE:
AUGUST, 1996 oF 7
I - o
GENERAL NOTES7
1. CAUTION7
UNDERGROUND UTILITIES EXIST WITHIN
AND
ADJACENT TO
THE LIMITS
OF CONSTRUCTION. AN ATTEMPT HAS
BEEN
MADE
TO LOCATE
THESE UTILITIES ON THE PLANS. HOWEVER,
ALL
EXISTING UTILITIES
MAY NOT BE SHOWN AND THE
ACTUAL
TTnKIC
nU T U TY ITTUC "AV XIADV CDn" TUr
iiiiiiiiii'
A TTnKIC
TBM- F I P (� TRACKS
ELEV. 247.14
END 4' F.B. DITCH
" u � 6 ELEV 240.4±
SHOWN. PRIOR TO BEGINNING ANY TYPE OF EXCAVATION, THE Pp
CONTRACTOR SHALL CONTACT THE UTILITIES INVOLVED AND FH4
MAKE ARRANGEMENTS FOR THE LOCATION OF THE UTILITIES ON "l ,
z
z
THE GROUND. THE CONTRACTOR SHALL MAINTAIN THE UTILITY
LOCATION MARKINGS UNTIL THEY ARE NO LONGER NECESSARY.
<
ARKANSAS STATE LAW, THE UNDERGROUND FACILITIES DAMAGE SET 1/2" REBAR 11 m CD
PREVENTION ACT, REQUIRES TWO WORKING DAYS ADVANCE 0 Li
S 01'12'33" W 885.91' ri Ln
NOTIFICATION THROUGH THE ARKANSAS ONE -CALL SYSTEM
SET 112- REBAR IN 6'
CENTER BEFORE EXCAVATING USING MECHANIZED EQUIPMENT ?MH
OR EXPLOSIVES (EXCEPT IN THE CASE OF AN EMERGENCY). THE 730 BUIDING SETBACK 11 1 d i I, T
ONE -CALL SYSTEM PHONE NUMBER IS 1-800-482-8998. THE - - - - - - - - - - - - - - - - - - - OP ELEV. 242.25
CONTRACTOR IS ADVISED THAT THERE IS A SEVERE PENALTY - - - - - --
FOR NOT MAKING THIS CALL. NOT ALL UTILITY COMPANIES ARE
MEMBERS OF THE ARKANSAS ONE -CALL SYSTEM; THEREFORE,
(N
THE CONTRACTOR IS ADVISED TO CONTACT ALL NON-MEMBER 0
rl)
UTILITIES AS WELL AS THE ONE -CALL SYSTEM. �243.50FG Ln
0
2. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY (p
I SEE PLAN ENTRANCE DRIVE
C',
PERMITS PRIOR TO COMMENCING WORK, INCLUDING AN EROSION I
CONTROL PLAN AND A BARRICADE PLAN. -- - - - -
3. CONTRACTOR SHALL SEED ALL AREAS DISTURBED BY CONSTRUCTION.
>
BEGIN V -BOTTOM 75' BUILDINq
4. ALL CONSTRUCTION WORK SHALL BE CAREFULLY CONTROLLED BY DITCH
SETBACK
SURVEY STAKES AT THE CONTRACTOR'S EXPENSE. 1L ELEV 242.5
'i = 79-32'52"
5. CONTACTOR SHALL NOTIFY L.R.W.U. 24 HOURS PROIR TO EXCAVATION R = 370.78' FUTURE BUILDIk I CONSTRUCT 2 - 36" RCP
IN THE VICINITY OF THE 42" F.M. I CULVERTS WITH FLARED
U'
L = 514.78*/ 50' RAILROAD TF 246-0
A, END SECTIONS
A�v EASEMENT. 890 L.F. OF 4' FLAT 30'
CONSTRUCT 65 L.F. ro BOTTOM DITCH 0 0.3%
ti� RELOCATED 30 1 OF 90' 30' 1651
OF FLATBOTTOM DITCH BY c:)7 DBL 24%36" A
EXTENDING EXISTING DITCH FL (IN) 241.8 . , 5 QCMPA DR , AINAGE 10' UTILITY-�
(OUT) 241/ EASEMENT _j
EASEMENT <
EXISITNG DBL. 24"x36" 316 L.F. OF V-BOTTOI1JIj I I T_
ACCMPA To BE RELOCATED- DITCH @ 0.3% ic: LL
Ft- (IN) 241.89 BEGIN 4' F.B. DITCH 245 WITH 3:1 SS CONSTRUCT 50 L.11'. OF I (f)
FL (IN) 242.07 _�END 2' F.B. DITCH L0 <
t ELEV 242.0 E ELEV 243.1 12% 0.25 STEEL rIPE CULVERT r
ITL (OUT) 241�56 BEGIN 2' F.B. DITCH E 12" STEEL PIPE "r i 1 (71
12"
-j (OUT) FL ELEV 243.5 CULVERT 241.6 4 IL STEEL 4E
241. 300 L F OF 2' FLAT CULVERT 241-54-
4 BOTTOM DITCH 0 0.5% z
242 1
J1. 4
GRADING LIMITS
SET 1/2" REBAR
TOP OF RAIL ELEV.
(TYP.) -11+0o
-BOTTO' _jg
145 L.F. OFIV M
14+00 15+00
if, I __ 1 .1 -, .- . I - 16+00 17+00 19+00- DITCH 0 0.1%
$ Z�'4 0' - 40 X 40' CONTAINMEN A A 1`9+4LI53
PT. OF 'PT. OF 11
SWITCH
FROG --- �:7�1 00 - - - - - -
..1 17
- - - - - -- - - - - - - -
N 00*13* 11 E 1201-21' -
SET 112" REBAR Li GRADING LIMITS LOADING TRACK 214.38 4
CONSTRUCT 65 E.F. OF PEAK OF DITCH
0) SET 1/2" MH
DBL, 24" CMP W/ FES
N� <
Z� = 07'09'10" Cn m TOP ELEV. 240.82
STA. 10+03.131 To - 1-_ MH
00 R = 383 06' Li
ii� V) TOP ELEV. 243.12 %1
PROPERTY LINE ELEV. 24.4 0 11 = 07*09'10" T = 23.94' n ITL ELEV. 229.75
R = 383.06' L = 47.82' OMIT (4) 2 FT. SECTIONS OF CONTAINMENT CURB
T 23.94' PC = 12+11.25 CONSTRUCT ASPHALT SURFACE AT 80' INTERVALS BEGINING AT END OF CURB
L 47.82' PT = 12+59.07 CONSTRUCT 12" AGGREGATE BASE SURFACE
PC 11+06.03
PT 11+53.86
BEGIN RAIL ROAD CONSTRUCTION
AT END 'OF EXISTING- TURNOUT—
STA. 10+00
HIIGH POINT LEV 247.73
HIGH POINT SfA_ =_ 1-0+99.59
PVI STA 1= 11+00 PVI STA 15+00 LOW POINT ELEV = 245.25
PV1 ELEV1w-2A7_78_ P-VI- -EILEV-�i 24-7-3 LOW- POINT STA = 17+50
I PVI STA = 17+00 4-
A.D. =1 -0.24 A. D. 0.91
K = 630.65 PVI ELEV = 245.25
150.00' VC 150.0 VC A.D. - 1.03
K = 97.56
_c,
a 10&00, VC 111�
C)
+
Lin to
C'4 U)
to
Lo
0
-x'i 3r
C14 Co-
Lh Ln C14
+ Ln to
LLI 5 +
L'i
_dj
cn U.) _j
Li -Cli
OFILE (FADE uj
> _j 5; 00 u
> V) u i I
+ 250
V) _j F- LLJ
F- F- LAJ
_150 > uj LJ
> > TOP OF W
> L
EXISTING TRACK >
CL V_
(L F- 01)
TO REMAIN A CL
-0.12%
U) W,
I I SEE SITE PLAN FOR GRADING BEYOND THE RAILROAD
01
0.00%
E GROUND
- - - - - - - - - - - - - - -
XISTING ___T_BY APPR7DATE
REVISIONS
+1 NOT
0
0 . . . . . . . TRUCK TRANSPORT, INC.
040
o
�z m
+ ui u L0 li- [D
0 r-- ST. LOUIS
T: E MISSOURI
u 0
C4 0
m- TRUCK TRANSPORT TRANSLOADING FACILITY
-0 6
04 14-
U) m < C'4 + m C14 TRACT E-4, AREA 101
li- T L)
V) Li Li
- - ----- 04 LITTLE ROCK PORT INDUSTRIAL PARK
< UJ
ify uj
SITE PLAN
_4�
fir) to 'ir 00 0jC`4 1 -1 AND RAILROAD PROFILE
C111 "00 F_ Ci! (D 0 0 co �T 01 C) 00 00 LO 0 Lr) Lo
�0 r- 04 C4 - (N (-� 'CO4 ol (3) 0
C14 FA '�6 Ll) DESIGNED BY:
-91) = 'N In ri -,t-- -- -- rv-
r- ri r- Ili Ir LO kn to LO
It 1* 't zt SCALE:
-4 It C14 CN 1-t cli N CNI N 04 04 1 04 CIA C`4 WEIR
(14 C11 C14 04 C14 04 C14 04 C4 C14 04 (14 04 04 04
DRAM BY. I"= 50'
WHS Garver+Garver JFB NO#
1"11K1 Y_ Engineers and Planners 96-1770
10+00 11+00 13+00 14+00 15+00 16+00 17+00 18 00 19�00 201111-00 21 �00 WEIR Little Rock, Arkansas
00 22+00 SHEETNO.
__+12
DATE:
AUGUST, 1996 oF 7
I - o