PEARL RIVER COUNTY BOARD OF SUPERVISORS€¦ · derby whitesand road henleyfield mcneill road palestine road north hill drive clear ridge north hill drive west field brook drive shore

R 14 WR 13 WT

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STONE COUNTY

TITLE 1" = 20,000'SCALES :

FOR INDEX SEE SHEET NO. 5

INDEX

PEARL RIVER COUNTY BOARD OF SUPERVISORSCOUNTY WIDE OVERLAY - 2018

MISSISSIPPI STANDARD SPECIFICATIONS FOR STATE AID ROAD AND BRIDGE CONSTRUCTIONCURRENTLY APPROVED BY THE OFFICE OF STATE AID ROAD CONSTRUCTION OF THEMISSISSIPPI DEPARTMENT OF TRANSPORTATION AND THE FEDERAL HIGHWAY ADMINISTRATIONARE MADE A PART HEREOF FULLY AND COMPLETELY AS IF ATTACHED HERETO, EXCEPTWHERE SUPERSEDED BY THE SPECIAL PROVISIONS, OR AMENDED BY REVISIONS.

BATE

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LUCEDALE

NOTE

LOCATION OF PROJECT.INDICATES APPROXIMATE

GULFPORT

PASCAGOULA

BROOKHAVEN

VICKSBURG

NATCHEZ

GREENVILLE

MERID

IAN

PORT

FOREST

JACKSON

MC COMBHATTIESBURG

LAUREL

GIBSON

COLUMBUS

ABERDEEN

WESTPOINT

INDIANOLA

GREENW

OOD

KOSC

IUSK

O

YAZOOCITY

GRENADA

CORINTH

TUPE

LOFU

LTON

CLARKSDALE

ALBANYOXFORD

SPRINGSHOLLY

NEW

HOUSTON

BARTHROAD

OAK HILLROAD

1574 Highway 98 East, Columbia, MS 39429(T) 601-731-2600 (F) 601-736-6501

LAYOUT 1" = 4,000'

POPLARVILLE

PICAYUNE

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R 16 WR 15 W

R 17 WR 16 W

R 18 WR 17 WR 18 W

R 17 W

R 17 WR 16 W

R 16 WR 15 W

R 15 WR 14 W

R 14 WR 13 W

DERBYWHITESAND

ROAD

HENLEYFIELDMCNEILL ROAD

PALESTINEROAD

NORTHHILL DRIVE

CLEARRIDGE

NORTH HILLDRIVE WEST

FIELD BROOKDRIVE

SHORECRESTCIRCLE

15 14 13 18

22 23 24 19

27 26 25 30

HIG

HWAY

11

NM

AINR

OAD

SPRI NG

HILL

RO

AD

HOADLEY ROAD

POP

HILL

RO

AD

SAM SMITH ROAD

WHITE SAND ROAD

FLOYD MOODY

ROAD

BEACH ROAD

N NORTH ST

POPLARVILLE

OAK HILL ROAD

19 20 2221

30 29 2827

3132

33 34

BARTH ROAD

SHAWTOW

NROAD

HIGHWAY

53

CO

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IELR

OAD3025

36 31

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HENLEYFIELD

MCNEILL ROAD

WHITE

CHAPEL

ROAD

OAK HILL ROADSCALE 1" = 4,000'

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STATION 0+00 BEGINOAK HILL ROAD

STATION 152+50 ENDOAK HILL ROAD

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SCALE 1" = 4,000'

STATION 0+00 BEGINHENLEYFIELD

MCNEILL ROAD STATION 71+30 ENDHENLEYFIELDMCNEILL ROAD

BARTH ROADSCALE 1" = 4,000'

STATION 126+30 ENDBARTH ROAD

STATION 0+00 BEGINBARTH ROAD

OMITTED SECTION

860.00' ROADSTAT

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58+2

5

STATION66+85

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T 5 ST 4 S

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T 5 ST 4 S

T 5 ST 4 S

ROADS IN BASE BIDOMITTED SECTION130' BRIDGE

STAT

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43+6

0ST

ATIO

N44

+90

25 30

FRED MALLETT ROAD

MIMOSA DR

OZONA ROAD

HIG

HW

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OLDHIG

HWAY

11

NORTH HILL DRIVE

NORT

HHI

LLDR

IVE

NORTH HILL DRIVE WEST CLEAR RIDGE

WEDGEW

OOD

DRIVE

MONTCLAIRDRIVE

FIELD BROOK DRIVE

SHORE CREST CIRCLE

NORTH HILL DRIVE

BELL

MEADE

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VARIOUS ROADSCALE 1" = 1,000'

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STATION 30+05 ENDNORTH HILL

DRIVE WEST

STATION 0+33 BEGINNORTH HILL

DRIVE WEST

STATION 0+00 BEGINNORTH HILL DRIVE

STATION 0+15 BEGINCLEAR RIDGE

STATION 5+15 ENDCLEAR RIDGE

STATION 75+65 ENDNORTH HILL DRIVE

OMITTED SECTION60' RAILROAD

STATION 75+00

STATION 74+40

STATION 0+00 BEGINSHORE CREST CIRCLE

STATION 4+05 ENDSHORE CREST CIRCLE

STATION 15+25 ENDFIELD BROOK DRIVE

STATION 0+00 BEGINFIELD BROOK DRIVE

ROADS IN ADD ALTERNATE NO. 1

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18 17 16 15

19 20 21 22

2930 28 27

HIG

HW

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DERBY WHITE SAND ROAD

FRANK SMITH ROAD

OSBORN

MOODY

ROAD

28

8 9 10

31 7

18 17 16 15

19 20 21 22

BURNTBRIDGE

ROAD

HIG

HW

AY11

JACKSON LANDING

UNION SCHOOL ROAD

KOC

HR

OAD

PALESTINE ROAD

Hobolochitto

Creek

PICAYUNE

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DERBY WHITESAND ROAD

SCALE 1" = 4,000'

STATION 0+00 BEGINDERBY WHITE SAND ROAD

STATION 128+00 ENDDERBY WHITE SAND ROAD

R 1

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R 1

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T 3

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ROAD IN ADD ALTERNATE NO. 3

ROAD IN ADD ALTERNATE NO. 2

STATION 0+00 BEGINPALESTINE ROAD

STATION 66+70 ENDPALESTINE ROAD

R 1

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R 1

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T 6

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PALESTINE ROADSCALE 1" = 4,000'

R 1

7 W

R 1

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Summary of Quantities

Base BidPay Item No. Pay Item Total Unit

S-200-A Mobilization L.S. Lump Sum

S-403-A Hot Mix Asphalt, ST 9.5 mm (Edge and Base Repair) 498 Ton

S-406-A Cold Milling of Bituminous Pavement, All Depths (Tie-ins only) 730 Sq. Yd.

S-618-A Maintenance Of Traffic L.S. Lump Sum

907-411-A Ultra Thin Asphalt Pavement, UHMA 3,530 Ton

907-411-A Ultra Thin Asphalt Pavement, UHMA, Leveling 569 Ton

Add Alternate No. 1 (North Hill)Pay Item No. Pay Item Total Unit



S-406-A Cold Milling of Bituminous Pavement, All Depths (Tie-ins only) 1,145 Sq. Yd.




Add Alternate No. 2 (Derby Whitesand Road)Pay Item No. Pay Item Total Unit







Add Alternate No. 3 (Palestine Road)Pay Item No. Pay Item Total Unit





907-411-A Ultra Thin Asphalt Pavement, UHMA 697 Ton


Sheet IndexSheet No. Title

1 Title

2 Roads in Base Bid

3 Roads in Add Alternate No. 1

4 Roads in Add Alternate No. 2 & 3

5 Quantity and Index

6 Typical Section & Estimated Quantities

7 Base Bid - Base Repair Schedule

8 Add Alternates No. 1, No. 2 & No. 3 - Base Repair Schedule

9 Base Bid - Leveling Schedule

10 Add Alternates No. 1, No. 2 & No. 3 - Leveling Schedule

11 Traffic Control Plan

1 For Base Repair and Edge Repair. Excavated material from base failures to be hauled and disposed of off site. The cost for excavation and disposal isnot a separate pay item and the cost associated with this work is to be included in Pay Item No. S-403-A Hot Mix Asphalt, ST 9.5 mm (Edge and Base Repair).

* Excavation for base repair will be ±6" in depth and be accomplished by cold milling (not a separate pay item). It is anticipated that the contractor will utilizea 2' wide skid steer mounted milling head.

1

2 Per Mississippi Standard Specifications for Road and Bridge Construction, MDOT 2004 Edition. State Aid Specifications will be used for Smoothness.

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TYPICAL BASE REPAIR, LEVELING & OVERLAY SECTIONNOT TO SCALE

EXISTING SLOPE

VARIES

C

VARIES

EXISTING SLOPEEXISTING SLOPE

GENERAL NOTES1. EXCAVATED MATERIAL FROM BASE FAILURES TO BE HAULED AND DISPOSED OF OFF SITE. THE COST FOR

EXCAVATION AND DISPOSAL IS NOT A SEPARATE PAY ITEM AND THE COST ASSOCIATED WITH THIS WORK ISTO BE INCLUDED IN PAY ITEM NO. S-403-A HOT MIX ASPHALT, ST 9.5 MM (EDGE AND BASE REPAIR).EXCAVATION FOR BASE REPAIR WILL BE ±6" IN DEPTH AND BE ACCOMPLISHED BY COLD MILLING (NOT ASEPARATE PAY ITEM). IT IS ANTICIPATED THAT THE CONTRACTOR WILL UTILIZE A 2' WIDE SKID STEERMOUNTED MILLING HEAD.

2. TACK COAT REQUIRED BEFORE PLACING HOT MIX ASPHALT ON EDGE REPAIRS, BASE FAILURES, LEVELINGOR OVERLAY. NOT A PAY ITEM. COST TO BE INCLUDED IN OTHER BID ITEMS.

3. A MINIMUM OF 14 DAYS (OR AS DIRECTED BY THE ENGINEER) SHALL ELAPSE AFTER PLACING HOT MIXASPHALT FOR LEVELING OR BASE REPAIR BEFORE APPLICATION OF OVERLAY.

4. ITEMS OF WORK SHOWN IN THE PLANS AND SPECIFICATIONS BUT NOT INCLUDED IN THE BID SCHEDULESHALL BE CONSIDERED SUBSIDIARY TO OTHER BID ITEMS AND SHALL NOT BE AUTHORIZED FOR SEPARATEPAYMENT.

OVERLAY WIDTH(SEE SCHEDULE THIS SHEET)

SMALL EDGE FAILURES TO BECLEANED AND PATCHED WITH HOTMIX ASPHALT. FINISH FLUSH WITH

THE SURROUNDING SURFACE.

GRADE EXCESS SHOULDER MATERIALFROM EDGE OF PAVEMENT AND

SWEEP EXISTING PAVEMENT SURFACEBEFORE PLACEMENT OF TACK COAT.

EXISTING BASE COURSE

3/4" ULTRA THINASPHALT PAVEMENT,UHMA OVERLAY

ON BASE FAILURES, EXCAVATE TO A 6" MIN.DEPTH AND REPAIR WITH HOT MIX ASPHALT,ST, 9.5 MM FINISH FLUSH WITH THESURROUNDING SURFACE. (PAY ITEM NO.S-403-A) (SEE SHEETS 7-8 FOR LOCATIONS)

NATURAL GROUND

NATURAL GROUND

ROAD OVERLAY WIDTH (FT)OAK HILL ROAD 22'

HENLEYFIELD MCNEILL ROAD 21'BARTH ROAD 21'

NORTH HILL DRIVE 21'NORTH HILL DRIVE WEST 21'

CLEAR RIDGE 20'FIELD BROOK DRIVE 20.5'

SHORE CREST CIRCLE 20'DERBY WHITESAND ROAD 20'

PALESTINE ROAD 20'

LEVEL DEPRESSED AREAS WITHULTRA THIN ASPHALT PAVEMENT,

UHMA, LEVELING PRIOR TO OVERLAY(SEE SHEETS 9-10 FOR LOCATIONS)

* EXTRA AREAS INCLUDE EXTRA WIDTH IN CURVES, PAVED APRONS, BRIDGE ENDS, INTERSECTIONS AND TURNOUTS.** THESE QUANTITIES ARE ESTIMATED AND WILL BE PLACED AS DIRECTED BY THE ENGINEER.

QUANTITIES FOR OVERLAY

ROAD SURFACEWIDTH

ROADWAYLENGTH

ROADWAYAREA EXTRA AREA * TOTAL AREA

EDGEREPAIRHOT MIXASPHALT

ST, 9.5 MM

BASEREPAIRHOT MIXASPHALT

ST, 9.5 MM

3/4" ULTRATHIN ASPHALT

PAVEMENT,UHMA,

LEVELING

3/4" ULTRATHIN ASPHALT

PAVEMENT,UHMA

COLD MILLINGOF BITUMINOUSPAVEMENT, ALL

DEPTHS***

BASE BIDFEET FEET SQUARE YARDS SQUARE YARDS SQUARE YARDS TON TON TON TON SQUARE YARD

OAK HILL ROAD 22 15,120.00 36,960.00 2,632.00 39,592.00 28.64 338.18 212.25 1,633.17 320HENLEYFIELD MCNEILL ROAD 21 7,130.00 16,636.67 908.00 17,544.67 13.50 7.08 98.90 723.72 190

BARTH ROAD 21 11,770.00 27,463.33 984.00 28,447.33 22.29 88.66 257.57 1,173.45 220BASE BID TOTAL: 64.43 433.92 568.72 3,530.34 730

ADD ALTERNATE NO. 1NORTH HILL DRIVE 21 7,505.00 17,511.67 1,325.00 18,836.67 14.21 21.82 12.03 777.01 600

NORTH HILL DRIVE WEST 21 2,972.00 6,934.67 714.00 7,648.67 5.63 59.22 12.03 315.51 250CLEAR RIDGE 20 500.00 1,111.11 363.00 1,474.11 0.95 0.00 0.00 60.81 100

FIELD BROOK DRIVE 20.5 1,525.00 3,473.61 636.00 4,109.61 2.89 46.57 12.68 169.52 75SHORE CREST CIRCLE 20 405.00 900.00 0.00 900.00 0.77 67.83 0.00 37.13 120

ADD ALTERNATE NO. 1 TOTAL: 24.45 195.44 36.74 1,359.97 1,145

ADD ALTERNATE NO. 2DERBY WHITESAND ROAD 20 12,800.00 28,444.44 2,068.00 30,512.44 24.24 318.19 159.04 1,258.64 170

ADD ALTERNATE NO. 2 TOTAL: 24.24 318.19 159.04 1,258.64 170

ADD ALTERNATE NO. 3PALESTINE ROAD 20 6,670.00 14,822.22 2,064.00 16,886.22 12.63 66.48 9.08 696.56 225

ADD ALTERNATE NO. 3 TOTAL: 12.63 66.48 9.08 696.56 225

PROJECT TOTAL: 126 1,014 774 6,846 2,270

*** 50 SQ. YDS. OF COLD MILLING SET UP FOR FLUSH TIE-INS AT THE BOP, EOP, RAILROAD AND BRIDGE ENDS. COLD MILLING ALONG CONCRETE DRIVEWAYS ALSO INCLUDED.(ALL EXISTING RUMBLE STRIPS TO BE MILLED PRIOR TO PLACEMENT OF ULTRA THIN ASPHALT PAVEMENT)MILLED ASPHALT MATERIAL TO REMAIN THE PROPERTY OF THE COUNTY AND TO BE DELIVERED TO THECOUNTY MAINTENANCE FACILITY NEAR MILLARD. (8953 HIGHWAY 11 POPLARVILLE, MS)

RATES OF APPLICATION USED FOR ESTIMATING QUANTITIESITEM RATE

Hot Mix Asphalt 110 Pounds / Square Yard / InchHot Mix Asphalt for Edge Repairs 10 Tons / Mile

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BASE BID - BASE REPAIR SCHEDULESTART

STATIONEND

STATIONLOCATIONIN ROAD LENGTH WIDTH AREA BASE REPAIR

DEPTHASPHALT

THICKNESSHOT MIXASPHALT

FEET FEET LT / RT / CL FEET FEET SQ. YD. IN IN TON

OAK HILL ROAD0+22 0+25 RT 3 3 1.00 6 6 0.331+90 1+95 RT 5 3 1.67 6 6 0.554+20 4+23 RT 3 3 1.00 6 6 0.337+00 7+75 RT 75 6 50.00 6 6 16.50

10+25 11+00 LT & RT 75 22 183.33 6 6 60.5011+00 11+40 RT 40 4 17.78 6 6 5.8711+60 12+45 LT & RT 85 22 207.78 6 6 68.5713+10 13+25 RT 15 3 5.00 6 6 1.6515+65 16+05 RT 40 3 13.33 6 6 4.4015+90 16+20 LT 30 4 13.33 6 6 4.4017+10 17+20 RT 10 3 3.33 6 6 1.1017+40 18+65 LT 125 4 55.56 6 6 18.3324+10 24+70 RT 60 6 40.00 6 6 13.2024+70 25+05 RT 35 11 42.78 6 6 14.1227+45 27+55 RT 10 3 3.33 6 6 1.1028+45 28+70 RT 25 3 8.33 6 6 2.7528+60 28+65 RT 5 4 2.22 6 6 0.7329+50 29+70 CL 20 3 6.67 6 6 2.2030+40 30+50 RT 10 4 4.44 6 6 1.4730+70 30+90 RT 20 3 6.67 6 6 2.2038+75 39+05 RT 30 4 13.33 6 6 4.4049+00 49+10 LT & RT 10 22 24.44 6 6 8.0750+80 51+15 RT 35 4 15.56 6 6 5.1351+85 52+50 RT 65 6 43.33 6 6 14.3052+85 53+05 RT 20 4 8.89 6 6 2.9353+35 53+70 RT 35 4 15.56 6 6 5.1355+70 56+15 RT 45 4 20.00 6 6 6.6056+60 57+10 RT 50 11 61.11 6 6 20.1758+25 58+80 RT 55 3 18.33 6 6 6.0560+30 60+36 RT 6 3 2.00 6 6 0.6660+70 60+90 RT 20 3 6.67 6 6 2.2062+05 62+08 RT 3 4 1.33 6 6 0.4462+00 62+10 LT 10 3 3.33 6 6 1.1062+40 62+50 RT 10 3 3.33 6 6 1.1062+65 63+00 RT 35 11 42.78 6 6 14.1263+00 63+50 RT 50 4 22.22 6 6 7.3363+60 63+65 LT 5 4 2.22 6 6 0.7363+85 63+95 RT 10 4 4.44 6 6 1.4771+50 72+10 RT 60 4 26.67 6 6 8.8075+75 76+00 LT 25 5 13.89 6 6 4.58

103+90 104+00 LT 10 3 3.33 6 6 1.10128+75 128+85 LT 10 4 4.44 6 6 1.47

OAK HILL ROAD TOTAL: 338.18

BASE BID - BASE REPAIR SCHEDULESTART

STATIONEND


DEPTHASPHALT



HENLEYFIELD MCNEILL ROAD5+65 5+70 CL 5 2 1.11 6 6 0.377+50 7+65 CL 15 2 3.33 6 6 1.10

10+10 10+35 LT 25 3 8.33 6 6 2.7527+50 27+53 LT 3 3 1.00 6 6 0.3329+30 29+35 LT 5 2 1.11 6 6 0.3732+55 32+65 LT 10 5 5.56 6 6 1.8362+30 62+33 LT 3 3 1.00 6 6 0.33

HENLEYFIELD MCNEILL ROAD TOTAL: 7.08

BARTH ROAD10+30 10+32 LT 2 2 0.44 6 6 0.1516+05 16+15 LT 10 3 3.33 6 6 1.1021+00 21+40 CL 40 3 13.33 6 6 4.4026+25 26+75 CL 50 8 44.44 6 6 14.6728+45 28+75 LT 30 4 13.33 6 6 4.4034+75 35+15 RT 40 4 17.78 6 6 5.8735+55 35+65 RT 10 4 4.44 6 6 1.4735+85 35+88 LT 3 2 0.67 6 6 0.2235+95 40+05 RT 10 3 3.33 6 6 1.1036+25 36+60 CL 35 4 15.56 6 6 5.1337+65 38+10 CL 45 4 20.00 6 6 6.6044+70 45+50 RT 70 5 38.89 6 6 12.8345+70 45+90 RT 20 2 4.44 6 6 1.4753+30 53+70 LT 40 3 13.33 6 6 4.4070+90 70+95 CL 5 2 1.11 6 6 0.3775+75 75+85 CL 10 5 5.56 6 6 1.8378+60 78+75 RT 15 3 5.00 6 6 1.6579+10 79+30 RT 20 3 6.67 6 6 2.2083+20 83+30 LT 10 3 3.33 6 6 1.1083+85 84+15 RT 30 5 16.67 6 6 5.5093+00 93+25 RT 25 6 16.67 6 6 5.50

100+35 100+70 RT 35 5 19.44 6 6 6.42110+85 100+87 CL 2 2 0.44 6 6 0.15123+43 123+45 CL 2 2 0.44 6 6 0.15

BARTH ROAD: 88.66

BASE BID TOTAL: 433.92

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WID

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VER

LAY

- 201

8PE

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RIV

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NTY

, MIS

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IPPI

* * *

* *

ADD ALTERNATE NO. 1 - BASE REPAIR SCHEDULESTART

STATIONEND


DEPTHASPHALT



NORTH HILL DRIVE0+70 1+00 RT 30 2 6.67 6 6 2.201+50 1+60 CL 10 5 5.56 6 6 1.831+90 2+05 CL 15 5 8.33 6 6 2.7512+00 12+30 RT 30 10 33.33 6 6 11.0028+35 28+65 RT 30 3 10.00 6 6 3.3045+55 45+60 LT 5 4 2.22 6 6 0.73

NORTH HILL DRIVE TOTAL: 21.82

NORTH HILL DRIVE WEST8+85 9+55 RT 70 10.5 81.67 6 6 26.9520+40 20+60 RT 20 2 4.44 6 6 1.4721+90 22+30 LT & RT 40 21 93.33 6 6 30.80

NORTH HILL DRIVE WEST TOTAL: 59.22

CLEAR RIDGE

CLEAR RIDGE: 0.00

FIELD BROOK DRIVE0+05 0+15 LT 10 5 5.56 6 6 1.831+80 1+95 RT 15 8 13.33 6 6 4.402+50 4+05 RT 155 7 120.56 6 6 39.786+70 6+75 CL 5 3 1.67 6 6 0.55

FIELD BROOK DRIVE TOTAL: 46.57

SHORE CREST CIRCLE2+90 3+70 LT & RT 80 20 177.78 6 6 58.673+70 3+95 LT 25 10 27.78 6 6 9.17

SHORE CREST CIRCLE: 67.83

ADD ALTERNATE NO. 1 TOTAL: 195.44

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9429

(T) 6

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ADD ALTERNATES NO. 1, NO. 2 & NO. 3 - BASE REPAIR


STATIONEND


DEPTHASPHALT



DERBY WHITESAND ROAD1+75 1+85 LT 10 5 5.56 6 6 1.832+25 2+35 RT 10 4 4.44 6 6 1.47

10+65 10+80 LT 15 4 6.67 6 6 2.2011+00 11+50 LT 50 4 22.22 6 6 7.3316+90 17+10 RT 20 4 8.89 6 6 2.9320+00 20+15 RT 15 3 5.00 6 6 1.6520+70 21+00 RT 30 5 16.67 6 6 5.5022+05 23+05 CL 100 5 55.56 6 6 18.3323+74 23+80 CL 6 3 2.00 6 6 0.6626+80 27+05 CL 25 4 11.11 6 6 3.6728+60 29+15 CL 55 6 36.67 6 6 12.1029+35 29+60 LT 25 10 27.78 6 6 9.1731+35 32+95 CL 160 12 213.33 6 6 70.4041+90 42+10 CL 20 3 6.67 6 6 2.2042+35 42+60 CL 25 4 11.11 6 6 3.6745+00 45+20 CL 20 3 6.67 6 6 2.2045+80 46+65 RT 85 5 47.22 6 6 15.5855+00 56+00 LT 100 5 55.56 6 6 18.3356+75 56+85 CL 10 5 5.56 6 6 1.8358+00 59+00 RT 100 8 88.89 6 6 29.3359+40 60+00 CL 60 5 33.33 6 6 11.0066+75 66+90 CL 15 10 16.67 6 6 5.5067+35 67+45 CL 10 5 5.56 6 6 1.8373+60 75+00 LT 140 8 124.44 6 6 41.0784+85 85+50 RT 65 5 36.11 6 6 11.92

102+25 102+65 RT 40 5 22.22 6 6 7.33116+55 116+80 LT 25 6 16.67 6 6 5.50116+90 117+65 RT 75 4 33.33 6 6 11.00120+80 120+95 RT 15 6 10.00 6 6 3.30123+55 123+75 LT 20 4 8.89 6 6 2.93126+90 127+00 RT 10 5 5.56 6 6 1.83127+35 127+45 RT 10 5 5.56 6 6 1.83127+60 127+75 LT 15 5 8.33 6 6 2.75

DERBY WHITESAND ROAD TOTAL: 318.19



STATIONEND


DEPTHASPHALT



PALESTINE ROAD0+00 0+60 RT 60 3 20.00 6 6 6.605+45 6+00 LT 55 4 24.44 6 6 8.07

13+80 14+35 RT 55 4 24.44 6 6 8.0715+10 15+13 RT 3 3 1.00 6 6 0.3317+25 17+29 LT 4 3 1.33 6 6 0.4417+50 17+60 LT 10 4 4.44 6 6 1.4719+55 20+45 LT 90 4 40.00 6 6 13.2029+60 29+63 LT 3 2 0.67 6 6 0.2231+20 31+23 LT 3 3 1.00 6 6 0.3335+60 35+63 RT 3 3 1.00 6 6 0.3335+85 35+88 LT 3 2 0.67 6 6 0.2238+85 38+95 LT 10 2 2.22 6 6 0.7343+75 45+00 LT 125 4 55.56 6 6 18.3345+40 45+60 LT 20 4 8.89 6 6 2.9346+00 46+10 LT 10 4 4.44 6 6 1.4751+35 51+40 RT 5 3 1.67 6 6 0.5559+50 59+65 LT 15 5 8.33 6 6 2.7560+40 60+42 LT 2 2 0.44 6 6 0.1560+85 60+87 LT 2 2 0.44 6 6 0.1562+406 2+42 LT 2 2 0.44 6 6 0.15

PALESTINE ROAD TOTAL: 66.48


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BASE BID - LEVELING SCHEDULESTART

STATIONEND

STATIONSIDE OFROAD LENGTH WIDTH AREA DEPTH HOT MIX

ASPHALTFEET FEET LT / RT FEET FEET SQ. YD. IN TON

OAK HILL ROAD1+30 2+30 RT 100 11 122.22 0.75 5.04

SAM SMITH ROAD RT 117.00 0.75 4.8313+25 14+75 LT & RT 150 22 366.67 0.75 15.1315+80 16+45 LT 65 11 79.44 0.75 3.2817+25 18+75 LT 150 11 183.33 0.75 7.5619+15 22+05 RT 290 11 354.44 0.75 14.6225+05 25+85 RT 80 11 97.78 0.75 4.0327+55 37+00 RT 945 11 1,155.00 0.75 47.6432+70 34+00 LT 130 11 158.89 0.75 6.5537+65 38+15 LT 50 11 61.11 0.75 2.5238+65 39+25 RT 60 11 73.33 0.75 3.03

SMITH & PETERS ROAD LT 66.00 0.75 2.7249+00 54+00 RT 500 11 611.11 0.75 25.2155+10 59+00 RT 390 11 476.67 0.75 19.66

HAYWARD BROWN ROAD 49.00 0.75 2.0262+65 62+85 LT 20 11 24.44 0.75 1.0165+45 66+60 RT 115 11 140.56 0.75 5.8065+45 66+10 LT 65 11 79.44 0.75 3.2874+55 75+20 RT 65 11 79.44 0.75 3.2878+20 78+80 LT & RT 60 22 146.67 0.75 6.05

115+75 117+85 RT 210 11 256.67 0.75 10.59117+05 117+85 LT 80 11 97.78 0.75 4.03121+75 123+00 RT 125 11 152.78 0.75 6.30124+20 124+70 LT & RT 80 22 195.56 0.75 8.07

OAK HILL ROAD TOTAL: 212.25

HENLEYFIELD MCNEILL ROAD13+40 13+90 LT 50 10.5 58.33 0.75 2.4114+00 16+25 RT 225 10.5 262.50 0.75 10.8315+00 16+00 LT 100 10.5 116.67 0.75 4.8117+50 18+25 RT 75 10.5 87.50 0.75 3.6118+25 19+10 LT 85 10.5 99.17 0.75 4.0922+50 25+70 RT 320 10.5 373.33 0.75 15.4035+00 36+00 LT & RT 100 21 233.33 0.75 9.6238+00 38+50 LT & RT 50 21 116.67 0.75 4.8139+75 40+25 LT & RT 50 21 116.67 0.75 4.8145+50 46+50 LT & RT 100 21 233.33 0.75 9.6248+90 49+40 LT & RT 50 21 116.67 0.75 4.8166+00 68+50 LT & RT 250 21 583.33 0.75 24.06

HENLEYFIELD MCNEILL ROAD TOTAL: 98.90

BASE BID - LEVELING SCHEDULESTART

STATIONEND


ASPHALTBARTH ROAD

1+50 3+00 LT 150 10.5 175.00 0.75 7.223+50 4+00 LT 50 10.5 58.33 0.75 2.415+60 6+50 LT 90 10.5 105.00 0.75 4.33

12+70 15+50 LT 280 10.5 326.67 0.75 13.4813+75 15+50 RT 175 10.5 204.17 0.75 8.4216+10 16+40 LT 30 10.5 35.00 0.75 1.4417+80 19+75 LT 195 10.5 227.50 0.75 9.3818+20 19+40 RT 120 10.5 140.00 0.75 5.7824+70 27+00 RT 230 10.5 268.33 0.75 11.0725+70 27+00 LT 130 10.5 151.67 0.75 6.26WILSON SMITH ROAD RT 49 0.75 2.0239+90 41+10 LT 120 10.5 140.00 0.75 5.7842+15 42+65 LT & RT 50 21 116.67 0.75 4.8142+65 45+50 LT 85 10.5 99.17 0.75 4.0950+50 52+40 LT & RT 190 21 443.33 0.75 18.2954+30 56+30 LT & RT 200 21 466.67 0.75 19.2570+90 72+90 LT & RT 200 21 466.67 0.75 19.2574+00 75+00 LT 100 10.5 116.67 0.75 4.8175+50 76+05 RT 55 10.5 64.17 0.75 2.6577+25 78+00 LT & RT 75 21 175.00 0.75 7.2278+00 80+60 LT 260 10.5 303.33 0.75 12.5185+65 86+75 LT & RT 90 21 210.00 0.75 8.6686+75 87+50 RT 75 10.5 87.50 0.75 3.6189+00 89+80 LT & RT 80 21 186.67 0.75 7.7092+30 92+90 LT & RT 60 21 140.00 0.75 5.7893+70 95+65 LT 195 10.5 227.50 0.75 9.38

101+90 103+10 LT & RT 120 21 280.00 0.75 11.55108+50 109+00 LT 50 21 116.67 0.75 4.81112+50 112+90 LT 40 10.5 46.67 0.75 1.93113+90 117+60 LT 370 10.5 431.67 0.75 17.81114+40 115+00 RT 60 10.5 70.00 0.75 2.89122+10 123+45 LT & RT 135 21 315.00 0.75 12.99

BARTH ROAD TOTAL: 257.57

BASE BID TOTAL: 568.72

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1574

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9429

(T) 6

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31-2

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(F) 6

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36-6

501

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BID

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PEAR

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* * *

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ADD ALTERNATE NO. 1 - LEVELING SCHEDULESTART

STATIONEND



NORTH HILL DRIVE42+00 43+00 LT 100 10.5 116.67 0.75 4.8149+00 49+50 LT 50 10.5 58.33 0.75 2.4154+30 54+80 LT & RT 50 21 116.67 0.75 4.81

NORTH HILL DRIVE TOTAL: 12.03

NORTH HILL DRIVE WEST2+95 4+20 LT & RT 125 21 291.67 0.75 12.03

NORTH HILL DRIVE WEST TOTAL: 12.03

CLEAR RIDGE

CLEAR RIDGE TOTAL: 0.00

FIELD BROOK DRIVE13+65 15+00 LT & RT 135 20.5 307.50 0.75 12.68

FIELD BROOK DRIVE TOTAL: 12.68

SHORE CREST CIRCLE

SHORE CREST CIRCLE TOTAL: 0.00


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9429

(T) 6

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(F) 6

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36-6

501

10

AD

D A

LTE

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ADD ALTERNATES NO. 1, NO. 2 & NO. 3 - LEVELING


STATIONEND



DERBY WHITESAND ROAD4+00 5+35 LT & RT 235 20 522.22 0.75 21.54

10+65 11+65 LT 100 10 111.11 0.75 4.5813+15 13+65 LT & RT 50 20 111.11 0.75 4.5816+15 16+45 LT 30 10 33.33 0.75 1.381+60 18+70 RT 10 10 11.11 0.75 0.4623+00 24+10 RT 110 10 122.22 0.75 5.0423+50 23+90 LT 40 10 44.44 0.75 1.8328+50 29+15 LT 65 10 72.22 0.75 2.9830+20 30+70 LT & RT 50 20 111.11 0.75 4.5833+15 34+15 LT 100 10 111.11 0.75 4.5837+10 37+25 LT 15 10 16.67 0.75 0.6938+00 39+00 RT 100 10 111.11 0.75 4.5840+95 41+35 RT 40 10 44.44 0.75 1.8347+50 48+40 RT 90 10 100.00 0.75 4.1347+80 48+40 LT 60 10 66.67 0.75 2.7549+75 51+25 LT & RT 150 20 333.33 0.75 13.7553+50 56+10 LT 260 10 288.89 0.75 11.9257+25 59+40 LT & RT 215 20 477.78 0.75 19.7170+50 72+60 RT 210 10 233.33 0.75 9.6272+10 72+60 LT 50 10 55.56 0.75 2.2976+35 77+35 LT & RT 100 20 222.22 0.75 9.1780+00 80+50 RT 50 10 55.56 0.75 2.2990+50 91+00 LT 50 10 55.56 0.75 2.2999+10 99+50 RT 40 10 44.44 0.75 1.83

102+10 104+10 RT 200 10 222.22 0.75 9.17114+80 115+80 RT 100 10 111.11 0.75 4.58116+90 117+65 LT & RT 75 20 166.67 0.75 6.87

DERBY WHITESAND ROAD TOTAL: 159.04



STATIONEND



PALESTINE ROAD9+00 9+50 LT & RT 50 20 111.11 0.75 4.58

11+80 12+20 LT & RT 40 20 88.89 0.75 3.6712+50 13+00 LT 50 10 55.56 0.75 2.2915+70 16+40 RT 70 10 77.78 0.75 3.2121+20 23+00 LT 180 10 200.00 0.75 8.2521+00 21+40 RT 40 10 44.44 0.75 1.8331+40 31+90 LT 50 10 55.56 0.75 2.2943+25 46+25 LT 300 10 333.33 0.75 13.7544+70 49+30 RT 460 10 511.11 0.75 21.0847+50 47+90 LT 40 10 44.44 0.75 1.8349+40 51+85 LT 145 10 161.11 0.75 6.6551+75 52+50 RT 75 10 83.33 0.75 3.4458+10 59+10 LT 100 10 111.11 0.75 4.5859+95 61+45 RT 150 10 166.67 0.75 6.8764+20 66+70 LT 250 10 277.78 0.75 11.4666+20 66+70 RT 50 10 55.56 0.75 2.29

PALESTINE ROAD TOTAL: 98.08


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* *

ONE LANE CLOSURE DETAIL(ALL SIGNS SHALL BE MOUNTED ON PORTABLE STANDS)

*TO MOVE WITH WORK OPERATION

**CHANNELIZING DEVICES SHALL BE A MINIMUMHEIGHT OF 24"

***500' FOR STATIONARY WORK SITES

DURING CONSTRUCTION, WHEN A PAVEMENT EDGE THAT TRAFFIC IS EXPECTED TO CROSS IN CHANGINGLANES HAS AN ELEVATION DIFFERENCE IN EXCESS OF 1 1/2 INCHES, "UNEVEN PAVEMENT" SIGNS SHALL BEPLACED ON THE RIGHT HAD SIDE OF THE ROAD AT THE BEGINNING OF THE LANE DROP OFF AND AFTER EACHSIDE ROAD ENTRANCE. THESE SIGNS SHOULD BE MOUNTED ON A PORTABLE STAND AND REMAIN IN PLACEUNTIL THE UNEVEN CONDITION CEASES TO EXIST.

500'

W13-1 (30MPH)

W13-1

OF ROAD BEING STRIPEDPORTABLE STAND AT ENDPLAQUE TO BE PLACED ON35 MPH ADVISORY SPEEDROAD WORK AHEAD SIGN WITHW20-1 (48" x 48")

MPH*W20-4

WORKAHEAD

35

ROAD

*W20-7 OR W20-7aW13-1 (20MPH)

AHEADAHEADLANE ROAD

ONE FLAGGER

TRAFFIC

TRAFFIC

CL40' O.C. WHEN REQ'D.

** CHANNELIZING DEVICES

WORK AREA (VARIABLE)

200'300' MIN.

2640' MAX. 300'

ROAD

***

* FLAGGER

+/-

OF ROAD BEING RESEALEDPORTABLE STAND AT ENDPLAQUE TO BE PLACED ON35 MPH ADVISORY SPEEDROAD WORK AHEAD SIGN WITHW20-1 (48" x 48")

W13-1 (30MPH)

+/- ***

2640' MAX.300' MIN.

10' O.C. WHEN REQ'D.** CHANNELIZING DEVICES

* FLAGGER

300'200' 500'

*W20-7 OR W20-7aW13-1 (20MPH)

LANE ROADAHEAD

FLAGGER

AHEAD

ONE*W20-4

TRAFFIC

TRAFFIC

W13-1MPH35

AHEADWORKROAD

TRAFFIC SIGN NOTE:EXISTING TRAFFIC SIGNS SHALL REMAIN IN PLACE AND BE MAINTAINED BY THE CONTRACTOR UNTIL THEPROJECT IS COMPLETED AND PERMANENT SIGNS ARE INSTALLED UNLESS THE EXISTING SIGNS INTERFEREWITH AND/OR CONFLICT WITH CONSTRUCTION SIGNS. IF ANY EXISTING TRAFFIC SIGNS WITHIN THE PROJECTLIMITS ARE IN CONFLICT WITH PROJECT CONSTRUCTION, THEY SHALL BE RELOCATED SO AS TO SERVE THEIRORIGINAL PURPOSE.

CONSTRUCTION NOTES:1. "FLAGGER AHEAD" SIGNS AND FLAGGERS WILL BE REQUIRED AT EACH END OF THE AREA BEING

OVERLAYED. DEFINITE CARE SHOULD BE MADE TO CONTROL THE SPEED OF VEHICLES TRAVELINGOVER NEWLY PAVED WORK. THIS APPLIES TO CONTRACTOR VEHICLES AS WELL AS THE TRAVELINGPUBLIC.

2. A "ROAD WORK AHEAD" SIGN (W20-1) WITH A 35 MPH (W13-1) ADVISORY SPEED PLAQUE MOUNTEDON A PORTABLE STAND WILL BE PLACED AT EACH END OF A ROAD DURING OVERLAYINGOPERATIONS. SIMILAR PORTABLE SIGNS SHALL BE LOCATED ON THE RIGHT HAND SIDE OF THEPROJECT ROAD BEFORE AND AFTER EACH INTERSECTION DESIGNATED IN THE "SCHEDULE OFMAJOR ROAD INTERSECTIONS".

3. DURING BASE REPAIR AND LEVELING OPERATIONS, ONE LANE WILL BE CLOSED TO TRAFFIC ASSHOWN BY THE "ONE LANE CLOSURE" DETAIL.

4. PRIOR TO THE APPLICATION OF THE OVERLAY, "DO NOT PASS" (R4-1) OR "PASS WITH CARE" (R4-2)SIGNS SHALL BE INSTALLED ON THE RIGHT HAND SIDE OF THE ROAD AT THE B.O.P., E.O.P. AND THEBEGINNING AND THE END OF EACH NO PASSING ZONES IN ACCORDANCE WITH THE PERMANENTSTRIPING SCHEDULE IN THE PLANS. "NO PASSING ZONE" (W14-3) SIGNS SHALL BE INSTALLED ONTHE LEFT HAND SIDE OF THE ROADWAY AT EACH R4-1. THESE SIGNS SHALL REMAIN IN PLACEUNTIL THE PERMANENT CENTERLINE STRIPING IS IN PLACE.

5. TRAFFIC CONTROL DEVICES SHALL BE INSTALLED WHENEVER NECESSARY, REMAIN IN PLACE ONLYAS LONG AS THEY ARE NEEDED, AND BE REMOVED IMMEDIATELY THEREAFTER.

6. TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE APPLICABLE SPECIFICATIONS OF THE"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES", LATEST EDITION.

7. THESE ARE MINIMUM REQUIREMENTS AND IN NO WAY RELIEVE THE CONTRACTOR OF HISOBLIGATIONS TO MAINTAIN TRAFFIC IN A SAFE MANNER.

8. CONTRACTOR SHALL INSTALL TRAFFIC CONTROL DEVICES SUCH AS CONES, DRUMS, FLASHERSBARRICADES, SIGNS, ETC. TO SAFELY CHANNEL OR DIRECT TRAFFIC. WHEN NECESSARY,FLAGGERS SHALL BE USED IN CONJUNCTION WITH THE TRAFFIC CONTROL DEVICES, "FLAGGERAHEAD" SIGNS REQUIRED IN ADVANCE OF FLAGGERS, EXCEPT DURING BRIEF PERIODS ANDEMERGENCY SITUATIONS.

9. SEE STANDARD DRAWINGS SDTCP-10 AND SA-TSP-1 FOR CORRECT PLACEMENT AND INSTALLATIONOF BARRICADES AND SIGNS.

10. PAYMENT FOR INSTALLATION, MAINTENANCE AND REMOVAL OF TRAFFIC CONTROL DEVICES WILLBE MADE UNDER PAY ITEM S-618-A.

11. SEE SPECIAL PROVISION 901-S-618-1 FOR ADDITIONAL REQUIREMENTS.

EXTEND BUFFER SPACEFOR INTERSECTION OR

RAILROAD (SHOWN)

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1574

Hig

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S 3

9429

(T) 6

01-7

31-2

600

(F) 6

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36-6

501

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Documents

PEARL RIVER COUNTY BOARD OF SUPERVISORS€¦ · derby whitesand road henleyfield mcneill road palestine road north hill drive clear ridge north hill drive west field brook drive shore