PLAN AND PROFILE OF PROPOSED STATE HIGHWAY FEDERAL … · 2019. 9. 24. · plan and profile sheets...
Transcript of PLAN AND PROFILE OF PROPOSED STATE HIGHWAY FEDERAL … · 2019. 9. 24. · plan and profile sheets...
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CAN
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NATIONAL
18131416
15
1617
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2123 24 19 202122
9 121110
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252827
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R 16 W R 15 W
T 8 N
T 8 N
R 16 W R 15 W
To Prentiss
To La
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107936 301000
107936
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NH-0015-02(124)
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NONE
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732+63.354 BK = 32+63.354 AH (70,000)691+08.606 BK = 690+51.097 AH (54.509)630+49.409 BK = 630+18.775 AH (30.634)589+04.063 BK = 589+59.234 AH (-55.171)
LT LN
732+63.354 BK = 32+63.354 AH (70,000)689+04.063 BK = 690+51.097 AH (-57.511)589+68.992 BK = 589+13.791 AH (55.201)
RT LN
B.O.P. STA. 530+00
COVINGTON
E.O.P. STA. 732+64
20,262
20,262
COVINGTON COUNTYCOLLINS BYPASS
U.S. 84
{
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.
3.529
0.308
3.838
3.838
1,628
18,634
1
SCALES
PLAN
PROFILE
LAYOUT
HOR.VERT.
STATE OF MISSISSIPPI
PLAN AND PROFILE OF PROPOSED
STATE HIGHWAY
1 IN.= 100 FT.
1 IN.= 100 FT.1 IN.= 10 FT.
MISSISSIPPI DEPARTMENT OF TRANSPORTATION
DESIGN CONTROL
ADT ( ) = : ADT ( ) =
DHV = : D = % T= %
MPH = V (SPEED DESIGN)
1 IN.= 3,551 FT.
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TIT
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PERMITS ACQUIRED BY MDOT
NATIONWIDE #14
NATIONWIDE (OTHER)*
GENERAL*
INDIVIDUAL (404)*
WETLANDS AND WATERS PERMITS
WATERS WETLANDS
APPROVED BY:
STORMWATER PERMIT
N
N
N
N
N N
N
N
NO STORMWATER PERMIT REQUIRED (
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WORKING NUMBER
SHEET NUMBER
MISSISSIPPI DEPARTMENT OF TRANSPORTATION
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DESCRIPTION OF SHEET NO. NO.WKG. SH.
DESCRIPTION OF SHEET NO. NO.WKG. SH.
DETAILED INDEX
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TITLE SHEET
DETAIL INDEXGENERAL NOTES
TYPICAL SECTIONS (2) TYPICAL SECTION (MAINLINE)
QUANTITY SHEETS (3)SUMMARY OF ESTIMATED QUANTITIESESTIMATED QUANTITIES FOR U.S. 84ESTIMATED QUANTITIES FOR TRAFFIC CONTROL SIGNS
PLAN AND PROFILE SHEETS (12)
SPECIAL DESIGN SHEETS (8)DETAIL CONSTRUCTION SIGNSCURB AND ISLAND STRIPINGDETAIL OF STRIPING CHENNELIZED INTERSECTIONTYPICAL PAVEMENT MARKING DETAIL FOR MEDIAN CROSSOVERSGUARDRAIL TYPICAL INSTALLATION AT BRIDGE APPROACHES FOR DIVIDED HIGHWAYS
STANDARD DRAWINGS (15)
2-WAY RAISED PAVEMENT MARKERS AT INTERSECTING ROADS (4-LANE)
TYPICAL CROSSOVER DELINEATIONTYPICAL GUARDRAIL DELINEATIONTRAFFIC CONTROL PLAN WITH FLAGGERTRAFFIC CONTROL PLAN FOR POSTED SPEED LIMIT LESS THAN 65 MPH
TRAFFIC CONTROL PLAN FOR POSTED SPEED LIMIT OF 65 OR 70 MPH (WORK DAY ONLY)HIGHWAY SIGNS AND BARRICADE DETAIL FOR CONSTRUCTION PROJECTSTRAFFIC CONTROL PLAN MOBILE OPERATIONS MULTILANE ROADS AND TWO-LANE ROADSTRAFFIC CONTROL PLANS UNEVEN PAVEMENT DETAILSTEMPORARY STRIPING FOR TRAFFIC CONTROL 2-LANE AND 4-LANE DIVIDED HIGHWAYS
TRAFFIC CONTROL DETAILS DRUM PLACEMENT AND SHOULDER CLOSURE
RURAL DRIVEWAYS
TRAFFIC CONTROL PLAN FOR POSTED SPEED LIMIT OF 65 OR 70 MPH (EXTENDED PERIOD)
PAVEMENT MARKING DETAILS FOR 2-LANE AND 4-LANE DIVIDED ROADWAYS
RUMBLE STRIPES 4-LANE HIGHWAYS
STOP SIGN RUMBLES
TOTAL SHEETS = 43
PM-1
PM-12
SN-8BSN-8CTCP-1TCP-2TCP-4TCP-5TCP-8TCP-9TCP-12TCP-13RD-1
DI-1GN-1
TS-1
SQ-1EQ-1TCPQ-1
WK3
WK4
WK5WK6
WK7WK8WK9
WK10
DCS-1DCIS-1PMD-4SDXO-1GR-4-MOD
RS-2
SDSSR-1
1
23
4
678
9101112
14151617
6051
6062
63166317635163526354635563586359636263636403
212223
2425
6065
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TYPICAL SECTION (RAMPS, LOCAL ROADS, CROSSOVERS)
STA. 520+00 - STA. 550+00
STA. 550+00 - STA. 580+00
STA. 580+00 - STA. 610+00STA. 610+00 - STA. 640+00
STA. 640+00 - STA. 670+00STA. 670+00 - STA. 700+00STA. 700+00 - STA. 730+00
STA. 730+00 - STA. 45+00
RAMP ALIGNMENTS WK6A
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TS-2 5
PM-9 6059TYPICAL PAVEMENT MARKING DETAIL FOR MEDIAN CROSSOVERS
27UNDERSEALING CONCRETE PAVING DETAIL UCPD-1
LOCAL ROAD PAVING LIMIT
LOCAL ROAD PAVING LIMIT
LOCAL ROAD PAVING LIMIT
WK3A
WK4A
WK9A181920
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REVISIONS
DATE SHEET NO. BY
PS & E PLANS-DATE 7-25-19
FMS CON. # 107936/301000
8-19-19 1, 4 SG
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ARE APPROXIMATE AND MAY BE ADJUSTED AS NECESSARY TO FIT FIELD CONDITIONS.THE LOCATION AND SPACING OF SIGNS AS SHOWN ON THE TRAFFIC CONTROL PLANS
MUTCD (LATEST EDITION).ALL TRAFFIC CONTROL DEVICES ON THIS PROJECT SHALL COMPLY WITH PART 6 OF THE
AND BORDER ON WHITE BACKGROUND.CONTROL SIGNS EXCEPT FOR THOSE DESIGNATED ON THE PLANS TO BE BLACK LEGENDFLUORESCENT ORANGE SHEETING SHALL BE USED ON ALL CONSTRUCTION AND TRAFFIC
TIRES OR SUITABLE MATERIAL.ALL PLASTIC DRUMS SHALL HAVE A BALLASTING COLLAR MADE FROM RECYCLED TRUCK
PAY ITEMS. SHALL BE REMOVED AND RESET BY THE CONTRACTOR; COST TO BE ABSORBED IN OTHERALL SIGNS AND DELINEATORS THAT CONFLICT WITH THE CONSTRUCTION OF THIS PROJECT
IN OTHER PAY ITEMS.SHOULDER MATERIAL BY LIGHTLY BLADING OR CLOSELY MOWING; COST TO BE ABSORBED THE GRASS ON EXISTING SHOULDERS SHALL BE REMOVED PRIOR TO THE PLACEMENT OF
WATER ON MILLED SURFACE; COST TO BE ABSORBED IN OTHER PAY ITEMS.IN THE EXISTING SHOULDER AT SUFFICIENT INTERVALS TO PREVENT POOLING OR STANDING WHERE MILLING OF THE ROADWAY IS REQUIRED, THE CONTRACTOR SHALL PROVIDE OUTLETS
REPLACEMENT OR REPAIR OF DAMAGED ITEMS.STRUCTURES DAMAGED DURING THE LIFE OF THE CONTRACT. NO PAYMENT WILL BE MADE FORCONSTRUCTION. THE CONTRACTOR SHALL REPLACE OR REPAIR, AS DIRECTED BY THE ENGINEER, ANYAS PIPES, INLETS, APRONS, BRIDGES, ETC., FROM DAMAGE WHICH MIGHT OCCUR DURINGIT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT EXISTING STRUCTURES SUCH
COST TO BE ABSORBED IN OTHER PAY ITEMS. THE CONTRACTOR SHALL REMOVE EXISTING PAVEMENT MARKERS PRIOR TO PLACING ASPHALT;
TO BE ABSORBED IN OTHER PAY ITEMS. SHALL BE PAINTED ( TWO APPLICATIONS ) WITH WHITE TRAFFIC PAINT AND TRAFFIC BEADS ; COSTALL ASPHALT AND CONCRETE CURBS ALONG RAMPS, LOCAL ROADS, ETC. FROM B.O.P. TO E.O.P.
CURB WILL BE REMOVED AS DIRECTED BY THE ENGINEER; COST TO BE ABSORBED IN OTHER PAY ITEMS.IF THE ASPHALT CURB ALONG THE LOCAL ROAD IS SEVERELY DAMAGED, THE ENTIRE ASPHALT
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ALL LOCAL ROADS SHALL BE PAVED TO THE R.O.W. LIMITS OR AS DIRECTED BY THE ENGINEER.
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IF ANY ADDENDA HAVE BEEN POSTED FOR THIS PROJECT. FOR THIS PROJECT WILL NOT BE MAILED. IT'S THE BIDDERS'S RESPONSIBILITY TO CHECK AND SEE PROPOSAL ADDENDA COLUMN. BIDDERS ARE ADVISED THAT HARD COPIES OF ANY ADDENDAALL ADDENDA FOR THIS PROJECT WILL BE POSTED ON WWW.MDOT.MS.GOV UNDER THE
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MARKS ON WET OR DRY SURFACES.HALF OF ALL SIGNS WITH A PERMANENT MARKING STICK THAT IS WATERPROOF, FADE RESISTANT AND INSTALLATION DATES SHALL BE CLEARLY WRITTEN IN BOLD BLACK MARKINGS ON THE BACK BOTTOM
SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO FABRICATION.ALL POST, PIPE, AND I-BEAM LENGTHS IN THESE PLANS ARE ESTIMATES. POST LENGTHS FOR ALL SIGNS
OF THE CONTRACTOR AND ARE NOT A SEPARATE PAY ITEM.ALL EXISTING SIGNS AND SUPPORTS REMOVED UNDER THIS PROJECT SHALL BECOME THE PROPERTY
WITH THE UNIQUE ID NUMBER. EACH SIGN SHALL BE SUBMITTED IN BITMAP FORMAT. THE PHOTO FILE NAME SHALL CORRESPOND APPLICABLE. EACH SIGN SHALL BE ASSIGNED A UNIQUE ID NUMBER AND A DIGITAL PHOTO OF DIRECTION, ROUTE NAME OR NUMBER, DIRECTION OF VEHICLE TRAVEL, AND LEGEND ON SIGN IF (POST, PIPE, SQUARE POST, OR I-BEAM), NUMBER OF SUPPORTS, DATE INSTALLED, SIGN FACE COORDINATES), MUTCD SIGN CODE, SIZE, BACKGROUND AND LEGEND COLORS, SUPPORT TYPE INVENTORY DATA CAPTURED FOR EACH SIGN: LOCATION OF SIGN (LATITUDE - LONGITUDE GPS PROJECT ENGINEER A DIGITAL COPY OF A MICROSOFT EXCEL SPREADSHEET WITH THE FOLLOWING AFTER THE PERMANENT SIGNS HAVE BEEN INSTALLED, THE CONTRACTOR SHALL SUBMIT TO THE
ENGINEER, THE COST OF WHICH SHALL BE ABSORBED IN OTHER ITEMS BID.WITH CONSTRUCTION SHALL BE REMOVED AND RELOCATED BY THE CONTRACTOR AS DIRECTED BY THE NOTED OR DIRECTED OTHERWISE BY THE PROJECT ENGINEER. ROADWAY SIGNS THAT ARE IN CONFLICT CONFLICT WITH CONSTRUCTION SHALL REMAIN IN PLACE UNTIL NEW SIGNS ARE INSTALLED UNLESS ALL EXISTING SIGNS WHICH ARE TO BE REMOVED AS A PART OF THIS PROJECT THAT ARE NOT IN
WRITTEN APPROVAL FROM MDOT'S PROJECT ENGINEER.PRODUCED SIGN COPY, SHIELDS, LEGEND, SYMBOLS, OR IMAGES WILL NOT BE ALLOWED WITHOUT DIRECT-APPLIED LEGEND, BORDER, AND/OR SHIELDS ARE TO BE USED ON ALL GUIDE SIGNS. DIGITALLY
AS DIRECTED BY THE ENGINEER WITHIN THE R.O.W. LIMITS. ALL RAMPS AND DRIVEWAY PADS SHALL BE PAVED TO THE SHOULDER LINE, MINIMUM OR FURTHER,
USED AND APPROVED BY THE PROJECT ENGINEER. ASPHALT, BUT MUST BE PLACED DIRECTLY ON THE GRAVEL SHOULDER OR A ROAD WIDENER MACHINE GRANULAR MATERIAL WILL NOT BE ALLOWED TO BE PLACED DIRECTLY ON THE SURFACE LIFT OF
STORAGE OF FLAMMABLE MATERIALS WILL NOT BE ALLOWED UNDER ANY BRIDGE STRUCTURES.
GENERAL NOTES GENERAL NOTES (CONT.)
S. GREER
(03) GENERAL NOTES.dgn
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GENERAL NOTES
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BE MADE FOR SUCH WORK EXCEPT AS PROVIDED BY SPECIFIC PAY ITEMS IN THE PLANS. SOME WORK IS REQUIRED OUTSIDE OF THE PROJECT LIMITS. NO ADDITIONAL COMPENSATION WILL
ROADS, AND RAMPS ARE TO BE PAVED WITH 9.5MM ST ASPHALT. MAINLINE TO BE PAVED WITH 9.5MM HT POLYMER MODIFIED ASPHALT. CROSSOVERS, LOCAL
MAY BE DELAYED FOR A PERIOD NOT TO EXCEED THREE (3) DAYS. (2) TEMPORARY EDGE LINES ON PROJECTS REQUIRING SHOULDERS CONSTRUCTED OF GRANULAR MATERIAL DAYS FOR A TWO OR THREE LANE ROAD(1) REPLACEMENT OF NO-PASSING STRIPES MAY BE DELAYED FOR A PERIOD NOT TO EXCEED THREE (3)
PERMIT, EXCEPT THAT: WORK IS DISCONTINUED FOR THE DAY OR AS SOON THEREAFTER AS WEATHER CONDITIONS WILL BEEN REMOVED DURING THE DAY'S OPERATIONS SHALL BE REPLACED WITH TEMPORARY STRIPE BEFORE EDGE LINES, AND NO-PASSING STRIPES THAT HAVE SHALL BE PLACED IN THE SAME LOCATIONS AND LAYOUT AS PERMANENT STRIPE. ALL CENTERLINE, LANE LINES, TEMPORARY STRIPING SHALL BE REQUIRED AFTER MILLING AND OVERLAYING OPERATIONS; TEMPORARY STRIPING
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SHALL BE COVERED OR REMOVED AS DIRECTED BY THE ENGINEER. IMPLEMENTING TRAFFIC CONTROL PLAN AS DIRECTED BY THE ENGINEER. ALL CONFLICTING SIGNS THE CONTRACTOR SHALL COORDINATE WITH THE CONTRACTOR FROM ADJACENT PROJECT(S) IN