EQUATIONS CONVENTIONAL SYMBOLS -...
Transcript of EQUATIONS CONVENTIONAL SYMBOLS -...
Date:
(ROADWAY ONLY)
DESOTO COUNTYI-269 AT ROSS ROAD CUL-DE-SAC
DATE
REVISIO
NS
BY
APPROVED:
MISSISSIPPI DEPARTMENT OF TRANSPORTATION
{
EQUATIONS EXCEPTIONS
LENGTH DATA
LENGTH OF ROADWAY
LENGTH OF BRIDGES
LENGTH OF PROJECT (NET)
LENGTH OF PROJECT (GROSS)
LENGTH OF EXCEPTIONS
FT.
FT.
FT.
MI.
MI.
MI.
MI.
MI.
1
1
STATESHEET
NO.
SCALES
PLAN
PROFILE
LAYOUT
HOR.VERT.
STATE OF MISSISSIPPI
PLAN AND PROFILE OF PROPOSED
STATE HIGHWAY
DESOTO COUNTY
MISSISSIPPI DEPARTMENT OF TRANSPORTATION
DESIGN CONTROL
ADT ( ) = : ADT ( ) =
DHV = : D = % T= %
MPH = V (SPEED DESIGN)
BRIDGE STRUCTURES REQ'D.NOTE
INDICATES APPROXIMATE
LOCATION OF PROJECT.
PASCAGOULA
GULFPORT
LUCEDALE
HATTIESBURG
LAUREL
MC COMB
BROOKHAVEN
PORT
GIBSON
NATCHEZ
VICKSBURGFOREST
MERIDIA
N
YAZOO
CITY
KOSCIU
SKO
WEST
POINT
COLUMBUS
GREEN
WO
OD
IN
DIA
NO
LA
GREEN
VIL
LE
GRENADA
HOUSTON
OXFORD
BA
TES
VILLE
HOLLY
SPRINGSNEW
ALBANY
TUP
EL
O
FU
LT
ON
CORINTH
ABERDEEN
JACKSON
RO
AD
WA
Y
DESIG
N
DIVISIO
NMIS
SIS
SIP
PI D
EP
AR
TM
EN
T
OF
TR
AN
SP
OR
TA
TIO
N
TIT
LE
BOX BRIDGES REQ'D.
PERMITS ACQUIRED BY MDOT
NATIONWIDE #14
NATIONWIDE (OTHER)*
GENERAL*
INDIVIDUAL (404)*
WETLANDS AND WATERS PERMITS
WATERS WETLANDS
* ACQUISITION OF PERMITS FOR TEMPORARY IMPACTS DURING
CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR
APPROVED BY:
STORMWATER PERMIT
NO STORMWATER PERMIT REQUIRED (<1 ACRE)
Y
S
N
REQUIRED, CNOI SUBMITTED BY MDOT
REQUIRED, SCNOI TO BE SUBMITTED BY
(NECESSARY FOR ULTIMATE IMPROVEMENTS ONLY):
(APPROX. MIDDLE OF PROJECT)
STATE MAP
LAT. 34°52'08.16" LONG. 89°50'53.14"
(DISTURBED AREA=5 ACRES)
CONTRACTOR (1 TO 4.99 ACRES)
MISSISSIPPI
PROJECT NUMBER
P S & E DATE:
DEPUTY EXECUTIVE DIRECTOR / CHIEF ENGINEER
EXECUTIVE DIRECTOR
CL
AR
KS
DALE
GENERAL INDEX
PROJECTTHISINCLUDED
SHEETWITHBEGIN
9001
8001
7501
7001
6001
5001
4001
3001
2001
1001
1
. . . . . . . . . .
. . . . . . . . . .
. . . . . . . . . .
. . . . . . . . . .
. . . . . . . . . .
. . . . . . . . . .
. . . . . . . . . .
. . . . . . . . . .
. . . .
. . . . . . .
ROADWAY . . . . . . . . . . . . . . . . . . . .
PERMANENT SIGNS . . . . . . . . . . .
TRAFFIC SIGNALS . . . . . . . . . . . . .
ITS COMPONENTS . . . . . . . . . . . . .
LIGHTING . . . . . . . . . . . . . . . . . . . .
(RESERVED) . . . . . . . . . . . . . . . . . . .
ROADWAY STANDARD DWGS . .
STRUCTURES . . . . . . . . . . . . . . . . . . . .
CROSS SECTIONS . . . . . . . . . . . . .
BOX CULVERT STD. DRAWINGS (LRFD)
BOX CULVERT STD. DRAWINGS (STD. SPEC.)
NONE
NONE
NONE NONE
1 IN.= 50 FT.
1 IN.= 50 FT.1 IN.= 5 FT.
STA. 16+74.74
B.O.P.
225.26
225.26
0.0427
0.0427
STA. 19+00.00
E.O.P.
3
SP-9999-02(013)
107620/201000FMS. CONST. NO.107620/301000FMS. R.O.W. NO.
P.E. SP-9999-02(013) 107620/101000
SP-9999-02(013)
STATE PROJECT NO. SP-9999-02(013)
COUNTY LINE
TOWN CORPORATION LINE
SECTION LINE
RAILROAD
SURVEY LINE
BRIDGES
CONVENTIONAL SYMBOLS
EXISTING ROAD OR TRAVELED WAY
PROPOSED ROAD OR TRAVELED WAY
SL SL SL
1 IN.= 200 FT.
08/10/2017
S
8/10/17
N
N
N
N
N
N
N
N
PO
T
St
a. 0
+0
0.0
00
0
PC
St
a. 1+
40.4
74
5
PT
St
a. 6
+14.2
25
PC
St
a. 8
+4
9.5
05
10
PT
St
a. 13
+6
0.17
3
1520
PC
St
a. 2
3+
28.5
00
25
PT
St
a. 2
8+
47.9
83
30
PC
St
a. 3
0+
08.12
5
35
PT
St
a. 3
5+
98.7
83
200-
DE
FA
UL
T202-
DE
FA
UL
T 203-
DE
FA
UL
T
PO
T
St
a. 15
+0
0.0
00
15
PO
T
St
a. 19
+0
0.0
00
PO
T
St
a. 11+
50.0
00
15
44
0
44
5
PC Sta. 445+21.149
EL. 3
19.1
0
POND
M
M
M
DESCRIPTION OF SHEET NO. NO.WKG. SH.
DESCRIPTION OF SHEET NO. NO.WKG. SH.
Date: 08/10/17
DETAILED INDEX
STATE PROJECT NO.
MISS.
DA
TE
RE
VISIO
NB
Y
WORKING NUMBER
SHEET NUMBERFILENAME:
DESIGN TEAM Michael BakerCHECKED KJC DATE 2017
DI-1
MISSISSIPPI DEPARTMENT OF TRANSPORTATION
RO
AD
WA
Y
DESIG
N
DIVISIO
NMIS
SIS
SIP
PI D
EP
AR
TM
EN
T
OF
TR
AN
SP
OR
TA
TIO
N
PL
AN
8/9/2017
2:01
DI-1.dgn
PM
SP-9999-02(013)
I-269 AT ROSS ROAD
CUL-DE-SAC
DI-1.DGN
2
COUNTY:
FMS CON: 107620/301000
SP-9999-02(013)
DESOTO
PROJ. NO.:
REVISIONS
DATE SHEET NO. BY
PS & E PLANS-DATE 8/10/17
FMS CON. # 107620/301000
STATE PROJECT NO.
MISS.
DA
TE
RE
VISIO
NB
Y
WORKING NUMBER
SHEET NUMBERFILENAME:
DESIGN TEAM Michael BakerCHECKED KJC DATE 2017
GN-1
MISSISSIPPI DEPARTMENT OF TRANSPORTATION
RO
AD
WA
Y
DESIG
N
DIVISIO
NMIS
SIS
SIP
PI D
EP
AR
TM
EN
T
OF
TR
AN
SP
OR
TA
TIO
N
PL
AN
8/9/2017
2:02
GN-1.dgn
PM
SP-9999-02(013)
I-269 AT ROSS ROAD
CUL-DE-SAC
GENERAL NOTES
GN-1.DGN
3
COUNTY:
FMS CON: 107620/301000
SP-9999-02(013)
DESOTO
PROJ. NO.:
1
2
3
4
5
6
7
10
11
12
13
14
15
AS NECESSARY TO FIT FIELD CONDITIONS.
THE LOCATION AND SPACING OF SIGNS, SHOWN ON THE TRAFFIC CONTROL PLANS, ARE APPROXIMATE AND MAY BE ADJUSTED
WITH PART VI OF THE MUTCD (LATEST EDITION).
ALL TRAFFIC CONTROL DEVICES ON THIS PROJECT SHALL COMPLY
ALL PLASTIC DRUMS SHALL HAVE A BALLASTING COLLAR MADE FROM RECYCLED TRUCK TIRES OR OTHER SUITABLE MATERIAL.
25 % SHRINKAGE FACTOR USED IN THE EARTHWORK CALCULATIONS IS FOR DESIGN ESTIMATING PURPOSES ONLY.
AND BRIDGE CONSTRUCTION, THE COST OF WHICH WILL BE ABSORBED IN OTHER ITEMS BID.
BACKFILLED AND TAMPED IN ACCORDANCE WITH SECTION 203 OF THE MISSISSIPPI STANDARD SPECIFICATIONS FOR ROAD
VOIDS CREATED BY THE REMOVAL OF, BUT NOT LIMITED TO, POSTS, CONCRETE ANCHORS, AND FOOTINGS SHALL BE
WIRE FENCE BACKING WILL BE REQUIRED FOR ALL SILT FENCE. (SEE WK. NO. ECD-3)
ALL POST LENGTHS FOR SIGNS SHALL BE VERIFIED IN THE FIELD PRIOR TO FABRICATION.
THOSE DESIGNATED ON THE PLANS TO BE BLACK LEGEND AND BORDER ON WHITE BACKGROUND.
FLUORESCENT ORANGE SHEETING SHALL BE USED ON ALL CONSTRUCTION AND TRAFFIC CONTROL SIGNS EXCEPT FOR
SHALL BE ABSORBED IN THE COST FOR NON-CONCRETE PIPE.
THE COST OF ANY COLLARS REQUIRED TO CONNECT CONCRETE FLARED END SECTIONS TO NON-CONCRETE PIPE SECTIONS
NOT APPLY TO THE CURRENT PHASE
THE CONTRACTOR SHALL COVER ANY TEMPORARY TRAFFIC CONTROL SIGNS SHOWN IN THE TRAFFIC CONTROL PLAN THAT DO
FOR LIST OF PUBLIC UTILITIES, SEE BELOW.
8
OF THE CONTRACT. NO PAYMENT WILL BE MADE FOR REPLACEMENT OR REPAIR OF DAMAGED ITEMS.
THE CONTRACTOR SHALL REPLACE OR REPAIR, AS DIRECTED BY THE ENGINEER, ANY STRUCTURES DAMAGED DURING THE LIFE
INLETS, APRONS, RAILROAD SIGNALS & SURFACES AND BRIDGES FROM DAMAGE WHICH MIGHT OCCUR DURING CONSTRUCTION.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING STRUCTURES SUCH AS, BUT NOT LIMITED TO, PIPES,
GENERAL NOTES GENERAL NOTES (CONT.)
1-800-227-6477
MISSISSIPPI ONE CALL
662-429-9509
HERNANDO, MS
1481 BYHALIA ROAD
NORTH MS UTILITY COMPANY
662-429-5590
HERNANDO, MS
365 LOSHER STREET, SUITE 310
DESOTO COUNTY REGIONAL UTILITY AUTHORITY
662-838-2151
OLIVE BRANCH, MS
6820 COCKRUM STREET
NORTH CENTRAL MS ELECTRIC POWER ASSOC.
1-800-368-3749
ENTERGY CORPORATION
1-888-286-6700
DALLAS, TX 75265-0205
P.O. BOX 650205
ATMOS ENERGY
1-800-366-8201
CENTURYTEL / CENTURYLINK
1-866-620-6900
AT&T
662-892-9350
OLIVE BRANCH, MS
9200 PIGEON ROOST RD
CITY OF OLIVE BRANCH
901-365-1770
MEMPHIS, TN 38125
3251 PLAYERS CLUB PARKWAY
COMCAST CABLE TV
PUBLIC UTILITIES
FIELD LOCATED IN ADVANCE OF CONSTRUCTION.
THE CONTRACTOR MUST COORDINATE DIRECTLY WITH THE INVOLVED UTILITY OWNERS TO HAVE UNDERGROUND UTILITY LINES
RIGHT-OF-WAY. THE ENGINEER CAN NOT AND DOES NOT WARRANT THAT THIS INFORMATION IS COMPLETE OR ACCURATE.
PERMITS ARE ON FILE WITH THE DEPARTMENT SHOWING THE APPROXIMATE LOCATION OF UTILITIES RELOCATED WITHIN THE
AVAILABLE TO THE ENGINEER. UTILITIES THAT WERE FOUND TO BE IN CONFLICT WITH CONSTRUCTION HAVE BEEN RELOCATED.
UTILITIES ON THE PLAN AND PROFILE SHEETS ARE SHOWN IN THEIR ORIGINAL LOCATION BASED UPON THE BEST INFORMATION
EXCEPT AS PROVIDED BY SPECIFIC PAY ITEMS INCLUDED IN THE PLANS.SOME WORK IS REQUIRED OUTSIDE THE PROJECT LIMITS. NO ADDITIONAL COMPENSATION WILL BE MADE FOR SUCH WORK9
THE PUBLIC THAT MAY BE ABOVE THE EXCAVATION OR ANY STRUCTURES ADJACENT TO THE EXCAVATION.
SYSTEM THAT IS DEEMED NECESSARY TO PREVENT A FAILURE AND PROTECT THE PERSONS WORKING NEAR THE EXCAVATION,
EXERCISED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PLACING WHAT BRACING, SHORING, OR GROUND SUPPORT
PROPERTIES. THEREFORE, THE RISK OF A FAILURE OCCURRING DURING EXCAVATION REQUIRES THAT EXTREME CAUTION BE
WORK ON STRUCTURES FOR THIS PROJECT REQUIRES EXCAVATION IN THE IMMEDIATE VICINITY OF TRAFFIC AND ADJACENT
STATE PROJECT NO.
MISS.
DA
TE
RE
VISIO
NB
Y
WORKING NUMBER
SHEET NUMBERFILENAME:
DESIGN TEAM Michael BakerCHECKED KJC DATE 2017
GN-2
MISSISSIPPI DEPARTMENT OF TRANSPORTATION
RO
AD
WA
Y
DESIG
N
DIVISIO
NMIS
SIS
SIP
PI D
EP
AR
TM
EN
T
OF
TR
AN
SP
OR
TA
TIO
N
PL
AN
8/9/2017
2:02
GN-2.dgn
PM
SP-9999-02(013)
I-269 AT ROSS ROAD
CUL-DE-SAC
GENERAL NOTES
GN-2.DGN
4
COUNTY:
FMS CON: 107620/301000
SP-9999-02(013)
DESOTO
PROJ. NO.:
16
18
12
22
23
24
THE CONTRACTOR AS DIRECTED BY THE ENGINEER, THE COST OF WHICH SHALL BE ABSORBED IN OTHER ITEMS BID.
ROADWAY SIGNS THAT ARE IN CONFLICT WITH CONSTRUCTION OF THIS PROJECT SHALL BE REMOVED AND RELOCATED BY
BE INCLUDED IN THE CONTRACTOR'S EROSION CONTROL PLAN PRIOR TO SUBMITTING FOR APPROVAL.
WORK AND MAINTAIN THE PLAN DURING CONSTRUCTION. ANY ADDITIONAL SILT BASINS NOT SHOWN IN THE PLANS SHALL
DURING CONSTRUCTION. THE CONTRACTOR SHALL SUBMIT AN EROSION CONTROL PLAN PRIOR TO COMMENCEMENT OF
OF THE CONTRACTOR TO ENSURE THAT SILT DOES NOT LEAVE THE RIGHT OF WAY OR CONTAMINATE WATERS OF THE U. S.
THE EROSION CONTROL DEVICES REFERENCED IN THESE PLANS ARE A MINIMUM REQUIREMENT. IT IS THE RESPONSIBILITY
NECESSARY WITH THE APPROVAL OF THE PROJECT ENGINEER.
THE CONTRACTOR IS RESPONSIBLE FOR FIELD-VERIFICATION OF EXISTING GRADES AND MAKING ADJUSTMENTS AS
OTHER ITEMS OF WORK.
ALL ITEMS OF WORK ASSOCIATED WITH THE INSTALLATION OF A CONSTRUCTION ENTRANCE SHALL BE ABSORBED IN
PERMANENT MARKING STICK THAT IS WATERPROOF, FADE RESISTANT, AND MARKS ON WET OR DRY SURFACES.
ERECTION DATES ARE TO BE LEGIBLY WRITTEN IN BOLD, BLACK MARKINGS ON THE BACK OF ALL PERMANENT SIGNS WITH A
IT IS THE BIDDER'S RESPONSIBILITY TO CHECK AND SEE IF ANY ADDENDA HAVE BEEN POSTED FOR THIS PROJECT.
BIDDERS ARE ADVISED THAT HARD COPIES OF ANY ADDENDA FOR THIS PROJECT WILL NOT BE MAILED.
ALL ADDENDA TO THESE PLANS WILL BE POSTED TO WWW.MDOT.MS.GOV UNDER THE PROPOSAL ADDENDA COLUMN.
CONTINUOUS MAIL SERVICE THROUGHOUT THE LIFE OF THE PROJECT. THE COST OF WHICH SHALL BE ABSORBED IN OTHER ITEMS BID.
THE CONTRACTOR SHALL BE RESPONSIBILE FOR MAINTAINING AND RELOCATING MAILBOXES AS NECESSARY TO MAINTAIN
PLACEMENT OF THE EXISTING TOPSOIL IS TO BE ABSORBED IN OTHER EARTHWORK ITEMS.
(SEE WK. SH. VS-1). EXISTING TOPSOIL AND ALL COSTS ASSOCIATED WITH STRIPPING, HAULING, STOCKPILING, AND
OR OTHERWISE PROTECTED, IN ACCORDANCE WITH SECTION 211 OF THE SPECIFICATIONS, OR THE VEGETATION SCHEDULE
GRADING OPERATIONS ARE COMPLETED, SAID TOPSOIL SHALL BE PLACED ON ALL AREAS THAT ARE NOT TO BE PAVED
PRIOR TO EARTHWORK OPERATIONS, THE EXISTING TOP 4" TOPSOIL IS TO BE STRIPPED AND STOCKPILED. AFTER THE
20
IT IS THE END USERS RESPONSIBILITY TO ENSURE ALL ELEMENTS ARE INTERPRETED CORRECTLY REGARDLESS OF COLOR.
USERS OF THESE DRAWINGS. ALTHOUGH THE INTENT IS TO CATEGORIZE EVERYTHING AS EITHER EXISTING OR PROPOSED,
IF COLORS ARE USED ON PLAN/PROFILE SHEETS, THEY ARE INTENDED TO VISUALLY EASE THE LOCATION OF ELEMENTS FOR
19
GENERAL NOTES (CONT.)
17