3198 Drawings Part 1.pdf

PDF 23 MB Posted Jul 8, 2020

Attached to: Federal Aid Project No. STP-0021-00(015) LPA/107143/701000
Solicitation number: 3198
Issued by: Hinds County, Weir Town, Mississippi

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Other files

File	Type	Posted
3198 Drawings Part 3.pdf	PDF	Jul 8, 2020
3198 Project Manual.pdf	PDF	Jul 8, 2020
3198 Drawings Part 2.pdf	PDF	Jul 8, 2020
3198 Addendum No 01 .pdf	PDF	Jul 8, 2020

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EQUATIONS

EXCEPTIONS

LENGTH DATA

SCALES

PLAN

PROFILE

LAYOUT

HOR.VERT.

1 IN. = 100 FT.

1 IN. = 100 FT.1 IN. = 10 FT.

1 IN. = 1000 FT.

COUNTY

BRIDGE STRUCTURES REQ'D.

BOX BRIDGES REQ'D.

COUNTY LINE

TOWN CORPORATION LINE

SECTION LINE

RAILROAD

SURVEY LINE

BRIDGES

CONVENTIONAL SYMBOLS

EXISTING ROAD OR TRAVELED WAY

PROPOSED ROAD OR TRAVELED WAY

P.E.STP-0211-00(015)LPA

STP-0211-00-(015)LPA HINDS

GENERAL INDEX

INCLUDEDTHISPROJECT

BEGINWITHSHEET

ROADWAY

PERMANENT SIGNS

TRAFFIC SIGNALS

ITS COMPONENTS

LIGHTING

(RESERVED)

ROADWAY STANDARD DWGS

BRIDGE

CROSS SECTIONS

BOX CULVERT STD. DRAWINGS (LRFD)

BOX CULVERT STD. DRAWINGS (STD. SPEC.) . .

107143-701000

HINDS COMMUNITY COLLEGE

STATE PROJECT NO. STP-0211-00(015) LPA/107143-701000

Raymond CampusPedestrian & Sidewalk Improvements Hinds Community College

Hinds County

FMS CON 107143-701000

To Jackson

E.O.P. STA. 9+00To Cl in to n

To Utica

B.O.P. STA. 2+50

NONE

:5 8:

D W

Hinds Community College Bid No.: 3198 Dr. Clyde Muse, President Hinds CC

PREPARED BY:

RONALD C. McMASTER JR., P.E.

MS LICENSE NO. 19185

DATE

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LENGTH OF ROADWAY

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LENGTH OF BRIDGES

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LENGTH OF PROJECT (NET)

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LENGTH OF PROJECT (GROSS)

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LENGTH OF EXCEPTIONS

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FT.

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FT.

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FT.

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MI.

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MI.

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MI.

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MI.

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MI.

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ROADWAY DESIGN DIVISION

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MISSISSIPPI DEPARTMENT OF TRANSPORTATION

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TITLE

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PERMITS ACQUIRED BY LPA

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NATIONWIDE #14

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NATIONWIDE (OTHER)*

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GENERAL*

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INDIVIDUAL (404)*

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WETLANDS AND WATERS PERMITS

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WATERS

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WETLANDS

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APPROVED BY:

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STORMWATER PERMIT

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NO STORMWATER PERMIT REQUIRED (<1 ACRE)

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REQUIRED, CNOI SUBMITTED BY LPA

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REQUIRED, SCNOI TO BE SUBMITTED BY

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(DISTURBED AREA=5 ACRES)

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CONTRACTOR (1 TO 4.99 ACRES)

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STATE

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PROJECT NUMBER

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MISS.

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NOTE

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INDICATES APPROXIMATE

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LOCATION OF PROJECT.

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PASCAGOULA

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GULFPORT

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LUCEDALE

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HATTIESBURG

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LAUREL

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MC COMB

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BROOKHAVEN

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PORT

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GIBSON

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NATCHEZ

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VICKSBURG

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FOREST

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MERIDIAN

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YAZOO

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CITY

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KOSCIUSKO

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WEST

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POINT

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COLUMBUS

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GREENWOOD

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INDIANOLA

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GREENVILLE

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GRENADA

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HOUSTON

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OXFORD

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BATESVILLE

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CLARKDALE

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HOLLY

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SPRINGS

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NEW

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ALBANY

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TUPELO

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FULTON

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CORINTH

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ABERDEEN

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JACKSON

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(APPROX. MIDDLE OF PROJECT)

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STATE MAP

AutoCAD SHX Text LAT. 32°15'15.66" N LONG. 90°24'44.85" W °15'15.66" N LONG. 90°24'44.85" W 15'15.66" N LONG. 90°24'44.85" W °24'44.85" W 24'44.85" W

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STP-0211-00(015)LPA/107143-701000

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PLANS STAGE

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DATE PRINTED

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FIELD INSPECTION

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OFFICE REVIEW

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E. MAIN STREET

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BILL

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DR.

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OAKS

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MAIN

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STREET

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RAYMOND LAKE DR.

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MS HWY 18

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HINDS

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BLVD.

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HINDS

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BLVD.

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PALESTINE ST.

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COOPER'S WELL ST.

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JOHNSON DR.

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PAUL WILLIAMS DR.

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COUNTY FARM RD.

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SNAKE CREEK

AutoCAD SHX Text 1150.00

AutoCAD SHX Text 0.00

AutoCAD SHX Text 0.218

AutoCAD SHX Text 0.000

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AutoCAD SHX Text 1-16-2018

AutoCAD SHX Text E.

AutoCAD SHX Text 10-14-2016

AutoCAD SHX Text ACQUISITION OF PERMITS FOR TEMPORARY IMPACTS DURING CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR

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AutoCAD SHX Text S

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FINAL PS&E

AutoCAD SHX Text 05-15-2020

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STREET READY

MA Project No.:#

Revisions DescriptionDate By App'd.

M-

SEE ABOVE

C.B.F.2393-1

SHEET NUMBER:WORKING NUMBER:

STP-0211-00(015)LPA 107143-701000

Project No.: STP-0211-00(015)LPA County: Hinds HCC Bid No.: 3198PEDESTRIAN AND SIDEWALK IMPROVEMENTS

RAYMOND, MISSISSIPPI

HINDS COMMUNITY COLLEGE

Drawing Information

Filename: Drawn By:

Date: Checked By:

Scale: QC/QA

C.B.F.

R.C.M.

05-15-2020

DETAILED INDEX.DWG

W G

DETAILED INDEX

DI-1

DESCRIPTION OF SHEET

REVISION

DATE

WKG.

NO.

SH.

NO.

TITLE SHEET (1) - 1

DETAILED INDEX AND GENERAL NOTES (2)

DETAILED INDEX

GENERAL NOTES

TYPICAL SECTION SHEETS (3)

TYPICAL SECTION - HINDS BOULEVARD

TYPICAL SECTION - EAST MAIN STREET

TYPICAL SECTION - BILL OAKES DRIVE

TS-1

TS-2

TS-3

DI-1

GN-1

QUANTITY SHEETS (9)

SUMMARY OF QUANTITIES

SQS-1

SQS-2

SQS-3

ESTIMATED QUANTITIES - DRAINAGE STRUCTURES EQ-1 10

ESTIMATED QUANTITIES - REMOVAL ITEMS, JUNCTION BOXES, & SIDE DRAINS EQ-2 11

ESTIMATED QUANTITIES - CURB AND GUTTER, EROSION CONTROL, DRIVEWAYS, AND LIGHTING EQ-3 12 ESTIMATED QUANTITIES - EARTHWORK, STANDARD ROADSIDE SIGNS, AND ASSEMBLIES EQ-4 13 ESTIMATED QUANTITIES - TRAFFIC CONTROL ITEMS, AND PERMANENT PAVEMENT MARKINGS EQ-5 14

ESTIMATED QUANTITIES - CONSTRUCTION SIGNS EQ-6 15

PLAN SHEETS (9)

PROJECT LAYOUT

CONSTRUCTION LAYOUT - HINDS BOULEVARD (SOUTH & NORTH)

PL-1

DP-1

WK-3

CONSTRUCTION LAYOUT - BILL OAKES DRIVE & PROPOSED PLAZA WK-4 22

CONSTRUCTION LAYOUT - EAST MAIN STREET WK-5 23

CONSTRUCTION LAYOUT - EAST MAIN STREET WK-6 24

SPECIAL DESIGN SHEETS (18)

SPOT ELEVATIONS - HINDS BOULEVARD (SOUTH & NORTH)

SPOT ELEVATIONS - BILL OAKES DRIVE & PROPOSED PLAZA

SPOT ELEVATIONS - EAST MAIN STREET

SPE-1

SPE-2

SPE-3

SPOT ELEVATIONS - EAST MAIN STREET SPE-4 28

DETAIL OF CONSTRUCTION SIGNING DCS-1 29

DETAIL OF CONSTRUCTION SIGNING DCS-2 30

DETAIL OF CONSTRUCTION SIGNING DCS-3 31

DETAIL OF CONSTRUCTION SIGNING DCS-4 32

TRAFFIC CONTROL PLAN - GENERAL NOTES TC-1 33

TRAFFIC CONTROL PLAN - TEMPORARY STRIPING TC-2 34

PAVEMENT MARKING DETAILS PMD-1 35

EROSION CONTROL PLAN ECP-1 36

MISCELLANEOUS DETAILS - CAMPUS ENTRANCE SIGN, UNIT PAVERS, AND SIDEWALK DETAILS MD-1 37

MISCELLANEOUS DETAILS - CAMPUS ENTRANCE SIGN PLAN & ELEVATION VIEW MD-2 38

MISCELLANEOUS DETAILS - CAMPUS ENTRANCE SIGN SECTION VIEW & PLAZA ELEVATION VIEW MD-3 39

SIGNING SHEETS (1)

PERMANENT SIGNING PLAN PSP-1 1001

LIGHTING SHEETS (2)

AREA LIGHT AND BOLLARD DETAILS LD-1 4001

AREA LIGHT AND BOLLARD WIRING SCHEMATIC LD-2 4002

DESCRIPTION OF SHEET

REVISION

DATE

WKG.

NO.

SH.

NO.

STANDARD DRAWINGS - ROADWAY SHEETS (55)

PAVEMENT MARKING DETAILS FOR 2-LANE & 4-LANE DIVIDED ROADWAYS

PAVEMENT MARKING LEGEND DETAILS

PM-1

PM-5

CROSS SECTIONS (9)

EAST MAIN STREET (STA. 36 + 00 - STA. 40 + 50) XS-1 9001

EAST MAIN STREET (STA. 41 + 00 - STA. 45 + 50) XS-2 9002

EAST MAIN STREET (STA. 46 + 00 - STA. 50 + 00) XS-3 9003

EAST MAIN STREET (STA. 50 + 50 - STA. 54 + 50) XS-4 9004

EAST MAIN STREET (STA. 55 + 00 - STA. 59 + 50) XS-5 9005

HINDS BOULEVARD NORTH (STA. 0 + 50 - STA. 4 + 50) XS-6 9006

HINDS BOULEVARD NORTH (STA. 5 + 00 - STA. 9 + 50) XS-7 9007

HINDS BOULEVARD SOUTH (STA. 0 + 50 - STA. 3 + 00) XS-8 9008

BILL OAKES DRIVE (STA. 6 + 00 - STA. 9 + 50) XS-9 9009

PAVEMENT MARKING LEGEND DETAILS PM-6 6056

TYPICAL TEMPORARY EROSION CONTROL / SEDIMENT CONTROL APPLICATIONS ECD-1 6101

DETAILS OF SEDIMENT BARRIER APPLICATIONS ECD-2 6102

DETAILS OF SILT FENCE INSTALLATION ECD-3 6103

DITCH CHECK STRUCTURES, TYPICAL APPLICATIONS AND DETAILS ECD-4 6104

TEMPORARY EROSION, SEDIMENT, AND WATER POLLUTION CONTROL MEASURES (SILT FENCE AND HAY BALE DITCH CHECKS) ECD-5 6105

DETAILS OF EROSION CONTROL WATTLE DITCH CHECK ECD-6 6106

DETAIL OF EROSION CONTROL SILT DIKE DITCH CHECK ECD-7 6107

ROCK DITCH CHECK ECD-8 6108

ROCK FILTER DAM ECD-9 6109

ROCK DITCH CHECK WITH SUMP EXCAVATION AND ROCK FILTER DAM ECD-10 6110

TYPICAL APPLICATIONS AND DETAILS FOR INLET CONSTRUCTION ECD-11 6111

INLET PROTECTION DETAILS FOR SEDIMENT CONTROL STONE ON GRADES AND SAGS ECD-12 6112

INLET PROTECTION DETAILS OF WATTLES ECD-13 6113

INLET PROTECTION DETAILS OF MANUFACTURED INLET PROTECTION DEVICE ECD-14 6114

INLET PROTECTION DETAILS OF SANDBAGS ECD-15 6115

STABILIZED CONSTRUCTION ENTRANCE ECD-16 6116

DETAILS OF EROSION CONTROL SANDBAG DITCH CHECK ECD-21 6121

SEDIMENT RETENTION BARRIER ECD-22 6122

DETAILS OF TYPICAL DITCH TREATMENTS DT-1 6123

DITCH TREATMENT INSTALLATION DETAIL FOR SOIL REINFORCING MAT DT-1A 6124

STANDARD ROADSIDE SIGNS SN-3A 6304

STANDARD ROADSIDE SIGNS SN-3B 6305

STANDARD ROADSIDE SIGN ASSEMBLY AND INSTALLATION SN-4 6306

TRAFFIC CONTROL PLAN WITH FLAGGER (ONE-LANE CLOSURE OF TWO-WAY TRAFFIC) TCP-1 6351 TRAFFIC CONTROL PLAN FOR POSTED SPEED LIMIT LESS THAN 65 MPH (4-LANE:MEDIAN LANE OR OUTSIDE LANE CLOSURE)(WORK DAY ONLY)TCP-2 6352

TCP-3 6353

TRAFFIC CONTROL PLAN MOBILE OPERATIONS MULTILANE ROADS AND TWO LANE ROADS TCP-9 6359

TRAFFIC CONTROL PLAN: UNEVEN PAVEMENT DETAILS TCP-12 6362

TEMPORARY STRIPING FOR TRAFFIC CONTROL 2-LANE AND 4-LANE DIVIDED HIGHWAYS TCP-13 6363

LOCATION OF R16-3 SIGNS (SPEEDING FINES DOUBLED) TCP-15 6365

TRAFFIC CONTROL DETAILS DRUM PLACEMENT AND SHOULDER CLOSURE TCP-16 6366

RURAL DRIVEWAYS RD-1 6403

TYPICAL GRADING TRANSITIONS BETWEEN CUTS AND FILLS GT-1 6404

DRIVEWAYS, CURB & GUTTER, & SIDEWALK SD-1 6419

CURB RAMPS: RAMP DESIGN ELEMENTS CR-1 6421

CURB RAMPS: PLACEMENT DETAILS CR-2 6422

CURB RAMPS: PLACEMENT DETAILS CR-3 6423

CURB RAMPS: DETECTABLE WARNING PANELS CR-4 6424

STANDARD ROADSIDE SIGN ASSEMBLY AND INSTALLATION PF-1 6426

FLEXIBLE PIPE CULVERT INSTALLATION PI-2 6502

CONCRETE PIPE COLLAR PC-1 6503

JUNCTION BOX FOR PIPE CULVERTS JB-1 6504

BRANCH CONNECTIONS BC-1 6507

STORM SEWER INLET - TYPE SS-2 SS-2 6524

DROP INLET AND GRATE DETAILS FOR PIPE AND BOX CULVERTS B-9 6527

FLARED END SECTIONS FOR CONCRETE PIPE FE-1 6530

PRECAST UNITS (SS-2 INLET) (30" CONC. ROUND PIPE & UNDER) (36"x23" CONC. ARCH PIPE & UNDER)

PCU-1 6535

PCU-2 6536

PRECAST UNITS (JUNCTION BOX, SS-3 INLET, & DROP INLET) (30" CONC. ROUND PIPE & UNDER) (36"x23" CONC. ARCH PIPE & UNDER)

TRAFFIC CONTROL PLAN FOR POSTED SPEED LIMIT LESS THAN 65 MPH (4-LANE:MEDIAN LANE OR OUTSIDE LANE CLOSURE)(EXTENDED PERIOD)

TOTAL SHEETS 108

STANDARD ROADSIDE SIGN ASSEMBLY AND INSTALLATION SN-4A 6307

TCP-8 6358HIGHWAY SIGN AND BARRICADE DETAILS FOR CONSTRUCTION PROJECTS

STORM SEWER STRUCTURE, PRECAST MANHOLE MH-1 6528

DEMOLITION PLAN - HINDS BOULEVARD (SOUTH & NORTH)

DEMOLITION PLAN - BILL OAKES DRIVE & PROPOSED PLAZA

DEMOLITION PLAN - EAST MAIN STREET

DP-2 18

DP-3 19

DP-4 20

BOX CULVERT DRAWING SINGLE CELL - HEIGHTS 4FT SPANS 4-10FT BS-4

41CULVERT DRAWING - EXTENSION PLAN FOR LENGTHENING EXISTING BOX CULVERTS CX-1

MISCELLANEOUS DETAILS - PLAZA WALL AND COLUMN DETAILS MD-4 40

DescriptionDate By App'd.

M-

SEE ABOVE

C.B.F.2393-1

SHEET NUMBER:WORKING NUMBER:

STP-0211-00(015)LPA 107143-701000

Project No.: STP-0211-00(015)LPA County: Hinds HCC Bid No.: 3198PEDESTRIAN AND SIDEWALK IMPROVEMENTS

RAYMOND, MISSISSIPPI

HINDS COMMUNITY COLLEGE

Drawing Information

Filename: Drawn By:

Date: Checked By:

Scale: QC/QA

C.B.F.

R.C.M.

05-15-2020

GENERAL NOTES.DWG

W G

GENERAL NOTES

GN-1

GENERAL NOTES

TYPICAL SECTIONS

TS-1

MA Project No.:#

Revisions DescriptionDate By App'd.

M-

SEE ABOVE

C.B.F.2393-1

SHEET NUMBER:WORKING NUMBER:

STP-0211-00(015)LPA 107143-701000

Project No.: STP-0211-00(015)LPA County: Hinds HCC Bid No.: 3198PEDESTRIAN AND SIDEWALK IMPROVEMENTS

RAYMOND, MISSISSIPPI

HINDS COMMUNITY COLLEGE

Drawing Information

Filename: Drawn By:

Date: Checked By:

Scale: QC/QA

C.B.F.

R.C.M.

05-15-2020

TYPICAL SECTION.DWG

O N

.D W

HINDS BOULEVARD

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EXIST. CURB

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EXIST. CURB

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EXIST. ASPHALT PAVEMENT

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19' & VAR. EXIST. MEDIAN

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EXIST. GRAVEL SHOULDER

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32' & VAR.

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25' & VAR.

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14' & VAR.

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EXIST. CURB & GUTTER

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AutoCAD SHX Text 1.5" ASPHALT PAVEMENT, MT (9.5mm MIX)

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TYPE "1" MODIFIED CURB & GUTTER

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4" REINFORCED CONCRETE SIDEWALK

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1.5" COLD MILLING OF BITUMINOUS PAVEMENT

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3:1 & VAR.

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2.0%%% & VAR.

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BORROW MATERIAL (B9-6)

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14' LIGHT FIXTURE WITH FOUNDATION (SEE ELECTRICAL)

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STA 0+00 - STA 7+82

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12' & VAR. EXIST. MEDIAN

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24' & VAR.

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24' & VAR.

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1'-6" MIN.

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1'-6" MIN.

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6" CRUSHED STONE BASE

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5' & VAR.

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#4 BAR (TYP)

DescriptionDate By App'd.

M-

SEE ABOVE

C.B.F.2393-1

SHEET NUMBER:WORKING NUMBER:

STP-0211-00(015)LPA 107143-701000

Project No.: STP-0211-00(015)LPA County: Hinds HCC Bid No.: 3198PEDESTRIAN AND SIDEWALK IMPROVEMENTS

RAYMOND, MISSISSIPPI

HINDS COMMUNITY COLLEGE

Drawing Information

Filename: Drawn By:

Date: Checked By:

Scale: QC/QA

C.B.F.

R.C.M.

05-15-2020

TYPICAL SECTION.DWG

O N

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TYPICAL SECTIONS

TS-2

EAST MAIN STREET

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EAST MAIN STREET

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EAST MAIN STREET

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STA 36+47 - STA 40+63.90

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STA 40+63.90 - STA 41+98

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EXIST. CURB & GUTTER

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3:1 & VAR.

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2.0%%% & VAR.

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28' & VAR.

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21' & VAR.

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2.0%%% & VAR.

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3:1 & VAR.

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NOT TO SCALE

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3:1 & VAR.

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EXIST. ASPHALT PAVEMENT

AutoCAD SHX Text 1.5" ASPHALT PAVEMENT, MT (9.5mm MIX)

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TYPE "1" MODIFIED CURB & GUTTER

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4" REINFORCED CONCRETE SIDEWALK

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1.5" COLD MILLING OF BITUMINOUS PAVEMENT

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BORROW MATERIAL (B9-6)

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PAVEMENT LEGEND

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VARIES

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1.0' MIN

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3:1 & VAR.

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CUT

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FILL

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TYPICAL SECTION

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TYPICAL SECTION

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6" CRUSHED STONE BASE

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EAST MAIN STREET

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STA 41+98 - STA 59+38

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AutoCAD SHX Text 2'-0"

AutoCAD SHX Text

21' & VAR.

AutoCAD SHX Text 1'

AutoCAD SHX Text

3:1 & VAR.

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text

EXIST. ASPHALT PAVEMENT

AutoCAD SHX Text 3:1

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

1.0' MIN

AutoCAD SHX Text

3:1 & VAR.

AutoCAD SHX Text

CUT

AutoCAD SHX Text

FILL

AutoCAD SHX Text

TYPICAL SECTION

AutoCAD SHX Text

DETAIL OF TYPE 1 CURB

AutoCAD SHX Text

MODIFIED

AutoCAD SHX Text

3" (TYP.)

AutoCAD SHX Text 2"R

AutoCAD SHX Text

3" (TYP.)

#4 BAR (TYP)

DescriptionDate By App'd.

M-

SEE ABOVE

C.B.F.2393-1

SHEET NUMBER:WORKING NUMBER:

STP-0211-00(015)LPA 107143-701000

Project No.: STP-0211-00(015)LPA County: Hinds HCC Bid No.: 3198PEDESTRIAN AND SIDEWALK IMPROVEMENTS

RAYMOND, MISSISSIPPI

HINDS COMMUNITY COLLEGE

Drawing Information

Filename: Drawn By:

Date: Checked By:

Scale: QC/QA

C.B.F.

R.C.M.

05-15-2020

TYPICAL SECTION.DWG

O N

.D W

TYPICAL SECTIONS

TS-3

BILL OAKES DRIVE

AutoCAD SHX Text

BILL OAKES DRIVE

AutoCAD SHX Text

BILL OAKES DRIVE

AutoCAD SHX Text

STA 5+95 - STA 7+93

AutoCAD SHX Text

STA 7+93 - STA 9+55

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text 1.5%%%

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text 8'-0"

AutoCAD SHX Text 3:1

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

1.0' MIN

AutoCAD SHX Text

12'-0" & VAR.

AutoCAD SHX Text

VAR.

AutoCAD SHX Text

EXIST. CURB & GUTTER

AutoCAD SHX Text

EXIST. CURB & GUTTER

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text

24' & VAR.

AutoCAD SHX Text 1.5%%%

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text 8'-0"

AutoCAD SHX Text 3:1

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

1.0' MIN

AutoCAD SHX Text

12'-0" & VAR.

AutoCAD SHX Text

VAR.

AutoCAD SHX Text

EXIST. CURB & GUTTER

AutoCAD SHX Text

EXIST. CURB & GUTTER

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text

22' & VAR.

AutoCAD SHX Text

EXIST. CURB

AutoCAD SHX Text

22' & VAR.

AutoCAD SHX Text

EXIST. ASPHALT PAVEMENT

AutoCAD SHX Text

EXIST. ASPHALT PAVEMENT

AutoCAD SHX Text

11' & VAR. EXIST. MEDIAN

AutoCAD SHX Text

EXIST. ASPHALT PAVEMENT

AutoCAD SHX Text 1.5%%%

AutoCAD SHX Text

AutoCAD SHX Text 8'-0"

AutoCAD SHX Text

16.5' & VAR.

AutoCAD SHX Text

2.0%%% & VAR.

AutoCAD SHX Text

2.0%%% & VAR.

AutoCAD SHX Text

AutoCAD SHX Text 1.5" ASPHALT PAVEMENT, MT (9.5mm MIX)

AutoCAD SHX Text

4" REINFORCED CONCRETE SIDEWALK

AutoCAD SHX Text

1.5" COLD MILLING OF BITUMINOUS PAVEMENT

AutoCAD SHX Text

BORROW MATERIAL (B9-6)

AutoCAD SHX Text

PAVEMENT LEGEND

AutoCAD SHX Text

TYPICAL SECTION

DescriptionDate By App'd.

M-

SEE ABOVE

C.B.F.2393-1

SHEET NUMBER:WORKING NUMBER:

STP-0211-00(015)LPA 107143-701000

Project No.: STP-0211-00(015)LPA County: Hinds HCC Bid No.: 3198PEDESTRIAN AND SIDEWALK IMPROVEMENTS

RAYMOND, MISSISSIPPI

HINDS COMMUNITY COLLEGE

Drawing Information

Filename: Drawn By:

Date: Checked By:

Scale: QC/QA

C.B.F.

R.C.M.

05-15-2020

QUANTITY.DWG

.D W

SUMMARY OF QUANTITIES

SQS-1

SQS-2

MA Project No.:#

Revisions DescriptionDate By App'd.

M-

SEE ABOVE

C.B.F.2393-1

SHEET NUMBER:WORKING NUMBER:

STP-0211-00(015)LPA 107143-701000

Project No.: STP-0211-00(015)LPA County: Hinds HCC Bid No.: 3198PEDESTRIAN AND SIDEWALK IMPROVEMENTS

RAYMOND, MISSISSIPPI

HINDS COMMUNITY COLLEGE

Drawing Information

Filename: Drawn By:

Date: Checked By:

Scale: QC/QA

C.B.F.

R.C.M.

05-15-2020

QUANTITY.DWG

.D W

SQS-3

MA Project No.:#

Revisions DescriptionDate By App'd.

M-

SEE ABOVE

C.B.F.2393-1

SHEET NUMBER:WORKING NUMBER:

STP-0211-00(015)LPA 107143-701000

Project No.: STP-0211-00(015)LPA County: Hinds HCC Bid No.: 3198PEDESTRIAN AND SIDEWALK IMPROVEMENTS

RAYMOND, MISSISSIPPI

HINDS COMMUNITY COLLEGE

Drawing Information

Filename: Drawn By:

Date: Checked By:

Scale: QC/QA

C.B.F.

R.C.M.

05-15-2020

QUANTITY.DWG

.D W

DescriptionDate By App'd.

M-

SEE ABOVE

C.B.F.2393-1

SHEET NUMBER:WORKING NUMBER:

STP-0211-00(015)LPA 107143-701000

Project No.: STP-0211-00(015)LPA County: Hinds HCC Bid No.: 3198PEDESTRIAN AND SIDEWALK IMPROVEMENTS

RAYMOND, MISSISSIPPI

HINDS COMMUNITY COLLEGE

Drawing Information

Filename: Drawn By:

Date: Checked By:

Scale: QC/QA

C.B.F.

R.C.M.

05-15-2020

RECAP.DWG

.D W

ESTIMATED QUANTITIES

EQ-1

DRAINAGE STRUCTURES

AutoCAD SHX Text

REMARKS

AutoCAD SHX Text

PAVED

AutoCAD SHX Text

APRON

AutoCAD SHX Text

WK.

AutoCAD SHX Text

SH.

AutoCAD SHX Text

NO.

AutoCAD SHX Text

PIPE CULVERT DRAINAGE STRUCTURES

AutoCAD SHX Text

STRUCTURE

AutoCAD SHX Text

EXCAVATION

AutoCAD SHX Text

CU YDS

AutoCAD SHX Text

EXCAV

AutoCAD SHX Text

EST.

AutoCAD SHX Text

DEPTH

AutoCAD SHX Text

CASTING

AutoCAD SHX Text

GRATING

AutoCAD SHX Text

CONC.

AutoCAD SHX Text "B"

AutoCAD SHX Text

CLASS

AutoCAD SHX Text

REINF.

AutoCAD SHX Text

STEEL

AutoCAD SHX Text

DRAWINGS

AutoCAD SHX Text

REQ'D.

AutoCAD SHX Text

OPENINGS

AutoCAD SHX Text

SIZE

AutoCAD SHX Text L

AutoCAD SHX Text W

AutoCAD SHX Text H

AutoCAD SHX Text

NUMBER

AutoCAD SHX Text

PIPE CULVERTS

AutoCAD SHX Text

END SECTIONS

AutoCAD SHX Text 18"

AutoCAD SHX Text 24"

AutoCAD SHX Text 18"

AutoCAD SHX Text 24"

AutoCAD SHX Text

UNIT

AutoCAD SHX Text

ALTERNATE A SHEET TOTALS

AutoCAD SHX Text

CONCRETE CLASS III SHEET TOTALS

AutoCAD SHX Text 30"

AutoCAD SHX Text 36"

AutoCAD SHX Text 48"

AutoCAD SHX Text 30"

AutoCAD SHX Text 36"

AutoCAD SHX Text 48"

AutoCAD SHX Text

TYPE

AutoCAD SHX Text L.F.

AutoCAD SHX Text

EA.

AutoCAD SHX Text

EA.

AutoCAD SHX Text

EA.

AutoCAD SHX Text

EA.

AutoCAD SHX Text

EA.

AutoCAD SHX Text C.Y.

AutoCAD SHX Text

LB.

AutoCAD SHX Text

LB.

AutoCAD SHX Text

LB.

AutoCAD SHX Text ZINC COATED CORRUGATED METAL PIPE, 12 GAUGE (2 2/3" x 1/2") OR

AutoCAD SHX Text BITUMINOUS COATED CORRUGATED METAL PIPE, 14 GAUGE (2 2/3" x 1/2") OR

AutoCAD SHX Text ALUMINUM COATED CORRUGATED METAL PIPE, 16 GAUGE (2 2/3" x 1/2") OR

AutoCAD SHX Text

REINFORCED CONCRETE PIPE, CLASS "III" OR

AutoCAD SHX Text

CORRUGATED POLYETHYLENE PIPE OR

AutoCAD SHX Text

POLY VINYL CHLORIDE (PVC) PIPE.

AutoCAD SHX Text

ALTERNATE A

AutoCAD SHX Text

NOTE: INLET QUANTITIES ARE BASED ON CONCRETE

AutoCAD SHX Text

PIPE BEING USED. NO ADJUSTMENT WILL BE MADE

AutoCAD SHX Text

FOR ANY OTHER ALTERNATE PIPE USED.

AutoCAD SHX Text

WK-3

AutoCAD SHX Text 6+65

AutoCAD SHX Text

FE-1

AutoCAD SHX Text 0.063

AutoCAD SHX Text 9.35

AutoCAD SHX Text 3.00

AutoCAD SHX Text

DRAINS TO SS-2 RT

AutoCAD SHX Text

WK-3

AutoCAD SHX Text 6+65

AutoCAD SHX Text

SS-2

AutoCAD SHX Text 4.622

AutoCAD SHX Text 21.16

AutoCAD SHX Text 5.29

AutoCAD SHX Text

CURB INLET RT

AutoCAD SHX Text D8

AutoCAD SHX Text

STATION

AutoCAD SHX Text

STATION

AutoCAD SHX Text

WK-3

AutoCAD SHX Text 6+65

AutoCAD SHX Text 7+05

AutoCAD SHX Text 15'

AutoCAD SHX Text 3.0'

AutoCAD SHX Text 6.0'

AutoCAD SHX Text 1@18", 1@24"

AutoCAD SHX Text

AutoCAD SHX Text 24.78

AutoCAD SHX Text 4.92

AutoCAD SHX Text

STORM DRAIN PIPE RT

AutoCAD SHX Text

WK-3

AutoCAD SHX Text 7+05

AutoCAD SHX Text D9

AutoCAD SHX Text

WK-3

AutoCAD SHX Text 7+05

AutoCAD SHX Text 7+40

AutoCAD SHX Text

SS-2

AutoCAD SHX Text 2.800

AutoCAD SHX Text 9.87

AutoCAD SHX Text 5.55

AutoCAD SHX Text

CURB INLET RT

AutoCAD SHX Text 5'

AutoCAD SHX Text 3.0'

AutoCAD SHX Text 6.0'

AutoCAD SHX Text 2@24"

AutoCAD SHX Text

AutoCAD SHX Text 22.64

AutoCAD SHX Text 5.10

AutoCAD SHX Text

STORM DRAIN PIPE RT

AutoCAD SHX Text

WK-3

AutoCAD SHX Text 7+40

AutoCAD SHX Text D10

AutoCAD SHX Text

SS-2

AutoCAD SHX Text 2.830

AutoCAD SHX Text 10.03

AutoCAD SHX Text 5.64

AutoCAD SHX Text

CURB INLET RT

AutoCAD SHX Text 5'

AutoCAD SHX Text 3.0'

AutoCAD SHX Text 6.08'

AutoCAD SHX Text 2@24"

AutoCAD SHX Text

WK-3

AutoCAD SHX Text 7+40

AutoCAD SHX Text 7+74

AutoCAD SHX Text

AutoCAD SHX Text 27.84

AutoCAD SHX Text 4.94

AutoCAD SHX Text

STORM DRAIN PIPE RT

AutoCAD SHX Text

WK-3

AutoCAD SHX Text 7+74

AutoCAD SHX Text D11

AutoCAD SHX Text B-9

AutoCAD SHX Text 1.120

AutoCAD SHX Text 6.23

AutoCAD SHX Text 5.25

AutoCAD SHX Text

GRATE INLET RT

AutoCAD SHX Text 5.0'

AutoCAD SHX Text 2@24"

AutoCAD SHX Text

AutoCAD SHX Text 3.83'

AutoCAD SHX Text 3.5'

AutoCAD SHX Text

WK-3

AutoCAD SHX Text 7+74

AutoCAD SHX Text 8+03

AutoCAD SHX Text 24.49

AutoCAD SHX Text 5.17

AutoCAD SHX Text

STUB INTO WINGWALL

AutoCAD SHX Text

BC-1

AutoCAD SHX Text

WK-3

AutoCAD SHX Text 7+65

AutoCAD SHX Text 1.94

AutoCAD SHX Text 0.83

AutoCAD SHX Text

CROSS DRAIN EXT. LT

AutoCAD SHX Text

PC-1, FE-1

AutoCAD SHX Text 0.383

AutoCAD SHX Text

WK-3

AutoCAD SHX Text 8+55

AutoCAD SHX Text

PF-1

AutoCAD SHX Text

PAVED FLUME LT

AutoCAD SHX Text

WK-5

AutoCAD SHX Text 43+75

AutoCAD SHX Text

FE-1

AutoCAD SHX Text 0.063

AutoCAD SHX Text 5.08

AutoCAD SHX Text 1.96

AutoCAD SHX Text

SS-2 PIPE OUTLET LT

AutoCAD SHX Text

WK-5

AutoCAD SHX Text 44+75

AutoCAD SHX Text

FE-1

AutoCAD SHX Text 0.126

AutoCAD SHX Text 18.84

AutoCAD SHX Text 3.82

AutoCAD SHX Text

DRAINS TO JB-1 LT

AutoCAD SHX Text

WK-5

AutoCAD SHX Text 45+25

AutoCAD SHX Text

FE-1

AutoCAD SHX Text 0.063

AutoCAD SHX Text 6.48

AutoCAD SHX Text 2.50

AutoCAD SHX Text

SS-2 PIPE OUTLET LT

AutoCAD SHX Text

WK-5

AutoCAD SHX Text 46+25

AutoCAD SHX Text

FE-1

AutoCAD SHX Text 0.063

AutoCAD SHX Text 5.62

AutoCAD SHX Text 2.17

AutoCAD SHX Text

SS-2 PIPE OUTLET LT

AutoCAD SHX Text

WK-5

AutoCAD SHX Text 47+25

AutoCAD SHX Text

FE-1

AutoCAD SHX Text 0.063

AutoCAD SHX Text 4.23

AutoCAD SHX Text 2.04

AutoCAD SHX Text

SS-2 PIPE OUTLET LT

AutoCAD SHX Text

WK-5

AutoCAD SHX Text

SS-2

AutoCAD SHX Text 1.784

AutoCAD SHX Text 3.93

AutoCAD SHX Text 2.65

AutoCAD SHX Text

CURB INLET LT

AutoCAD SHX Text D1

AutoCAD SHX Text 5'

AutoCAD SHX Text 2.0'

AutoCAD SHX Text 3.5'

AutoCAD SHX Text 1@18"

AutoCAD SHX Text

AutoCAD SHX Text 43+75

AutoCAD SHX Text

WK-5

AutoCAD SHX Text

SS-2

AutoCAD SHX Text 2.229

AutoCAD SHX Text 6.06

AutoCAD SHX Text 4.09

AutoCAD SHX Text

CURB INLET LT

AutoCAD SHX Text D3

AutoCAD SHX Text 5'

AutoCAD SHX Text 2.0'

AutoCAD SHX Text 5.0'

AutoCAD SHX Text 1@18"

AutoCAD SHX Text

AutoCAD SHX Text 45+25

AutoCAD SHX Text

WK-5

AutoCAD SHX Text

SS-2

AutoCAD SHX Text 1.933

AutoCAD SHX Text 4.79

AutoCAD SHX Text 3.23

AutoCAD SHX Text

CURB INLET LT

AutoCAD SHX Text D4

AutoCAD SHX Text 5'

AutoCAD SHX Text 2.0'

AutoCAD SHX Text 4.0'

AutoCAD SHX Text 1@18"

AutoCAD SHX Text

AutoCAD SHX Text 46+25

AutoCAD SHX Text

WK-5

AutoCAD SHX Text

SS-2

AutoCAD SHX Text 1.784

AutoCAD SHX Text 4.39

AutoCAD SHX Text 2.96

AutoCAD SHX Text

CURB INLET LT

AutoCAD SHX Text D5

AutoCAD SHX Text 5'

AutoCAD SHX Text 2.0'

AutoCAD SHX Text 3.5'

AutoCAD SHX Text 1@18"

AutoCAD SHX Text

AutoCAD SHX Text 47+25

AutoCAD SHX Text

WK-5

AutoCAD SHX Text 52+00

AutoCAD SHX Text

FE-1

AutoCAD SHX Text 0.063

AutoCAD SHX Text 5.03

AutoCAD SHX Text 2.77

AutoCAD SHX Text

SS-2 PIPE OUTLET LT

AutoCAD SHX Text

WK-5

AutoCAD SHX Text

SS-2

AutoCAD SHX Text 2.886

AutoCAD SHX Text 8.98

AutoCAD SHX Text 5.51

AutoCAD SHX Text

CURB INLET LT

AutoCAD SHX Text D6

AutoCAD SHX Text 5'

AutoCAD SHX Text 2.5'

AutoCAD SHX Text 3.5'

AutoCAD SHX Text 1@18"

AutoCAD SHX Text

AutoCAD SHX Text 50+50

AutoCAD SHX Text

WK-5

AutoCAD SHX Text 50+50

AutoCAD SHX Text 52+00

AutoCAD SHX Text 66.45

AutoCAD SHX Text 3.61

AutoCAD SHX Text

STORM DRAIN PIPE LT

AutoCAD SHX Text

WK-5

AutoCAD SHX Text

SS-2

AutoCAD SHX Text 1.942

AutoCAD SHX Text 4.42

AutoCAD SHX Text 2.71

AutoCAD SHX Text

CURB INLET LT

AutoCAD SHX Text D7

AutoCAD SHX Text 5'

AutoCAD SHX Text 2.5'

AutoCAD SHX Text 3.5'

AutoCAD SHX Text 2@18"

AutoCAD SHX Text

AutoCAD SHX Text 52+00

AutoCAD SHX Text 24.817

AutoCAD SHX Text

AutoCAD SHX Text 0.444

AutoCAD SHX Text 0.148

AutoCAD SHX Text

WK-3

AutoCAD SHX Text 8+25

AutoCAD SHX Text

PF-1

AutoCAD SHX Text

PAVED FLUME RT

AutoCAD SHX Text 0.148

AutoCAD SHX Text

WK-3

AutoCAD SHX Text 8+75

AutoCAD SHX Text

PF-1

AutoCAD SHX Text

PAVED FLUME RT

0.148

ESTIMATED QUANTITIES

EQ-2

MA Project No.:#

Revisions DescriptionDate By App'd.

M-

SEE ABOVE

C.B.F.2393-1

SHEET NUMBER:WORKING NUMBER:

STP-0211-00(015)LPA 107143-701000

Project No.: STP-0211-00(015)LPA County: Hinds HCC Bid No.: 3198PEDESTRIAN AND SIDEWALK IMPROVEMENTS

RAYMOND, MISSISSIPPI

HINDS COMMUNITY COLLEGE

Drawing Information

Filename: Drawn By:

Date: Checked By:

Scale: QC/QA

C.B.F.

R.C.M.

05-15-2020

RECAP.DWG

.D W

REMOVAL ITEMS, JUNCTION BOXES, &

SIDE DRAINS

AutoCAD SHX Text

WORK

AutoCAD SHX Text

NUMBER

AutoCAD SHX Text

STATION

AutoCAD SHX Text

STATION

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

PAVEMENT

AutoCAD SHX Text

DR'WYS.

AutoCAD SHX Text

PAVED

AutoCAD SHX Text

DITCH

AutoCAD SHX Text

MEDIAN &

AutoCAD SHX Text

ISLAND

AutoCAD SHX Text

PAVEMENT

AutoCAD SHX Text

SLOPE

AutoCAD SHX Text

PAVING

AutoCAD SHX Text

SIDEWALK

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

MILLING

AutoCAD SHX Text

PAVEMENT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

CURB OR CURB AND GUTTER

AutoCAD SHX Text

PIPES

AutoCAD SHX Text

REMARKS

AutoCAD SHX Text

ALL

AutoCAD SHX Text

TYPES

AutoCAD SHX Text

DP-3

AutoCAD SHX Text 2+10

AutoCAD SHX Text 0+75

AutoCAD SHX Text

DP-3

AutoCAD SHX Text 0+75

AutoCAD SHX Text 1+31

AutoCAD SHX Text

DP-3

AutoCAD SHX Text 1+31

AutoCAD SHX Text 6+45

AutoCAD SHX Text

FENCE

AutoCAD SHX Text

DP-3

AutoCAD SHX Text 6+45

AutoCAD SHX Text 8+10

AutoCAD SHX Text

END

AutoCAD SHX Text

SECTIONS

AutoCAD SHX Text

DP-3

AutoCAD SHX Text 8+10

AutoCAD SHX Text 9+07

AutoCAD SHX Text

DP-4

AutoCAD SHX Text 5+75

AutoCAD SHX Text 9+04

AutoCAD SHX Text

DP-5

AutoCAD SHX Text 36+47

AutoCAD SHX Text 39+40

AutoCAD SHX Text

DP-5

AutoCAD SHX Text 39+40

AutoCAD SHX Text 41+98

AutoCAD SHX Text

DP-5

AutoCAD SHX Text 41+98

AutoCAD SHX Text 45+00

AutoCAD SHX Text

DP-5

AutoCAD SHX Text 45+00

AutoCAD SHX Text 54+00

AutoCAD SHX Text

DP-5

AutoCAD SHX Text 54+00

AutoCAD SHX Text 59+40

AutoCAD SHX Text

UNIT

AutoCAD SHX Text

TOTALS

AutoCAD SHX Text

SQ. YDS.

AutoCAD SHX Text

SQ. YDS.

AutoCAD SHX Text

SQ. YDS.

AutoCAD SHX Text

SQ. YDS.

AutoCAD SHX Text

SQ. YDS.

AutoCAD SHX Text

SQ. YDS.

AutoCAD SHX Text

LIN. FT.

AutoCAD SHX Text

SQ. YDS.

AutoCAD SHX Text

LIN. FT.

AutoCAD SHX Text

LIN. FT.

AutoCAD SHX Text

INLETS

AutoCAD SHX Text

EACH

AutoCAD SHX Text

EACH

AutoCAD SHX Text

SQ. YDS.

AutoCAD SHX Text

AutoCAD SHX Text 10890

AutoCAD SHX Text

REMOVAL ITEMS

AutoCAD SHX Text

SIDE DRAINS

AutoCAD SHX Text

WK.

AutoCAD SHX Text

SH.

AutoCAD SHX Text

NO.

AutoCAD SHX Text

STATION

AutoCAD SHX Text 18"

AutoCAD SHX Text 24"

AutoCAD SHX Text 18"

AutoCAD SHX Text 24"

AutoCAD SHX Text

REMARKS

AutoCAD SHX Text

SIZES

AutoCAD SHX Text 30"

AutoCAD SHX Text 36"

AutoCAD SHX Text 30"

AutoCAD SHX Text 36"

AutoCAD SHX Text

LESS THAN 4 % 1

AutoCAD SHX Text

4 % OR MORE 2

AutoCAD SHX Text

WK-3

AutoCAD SHX Text 4+21

AutoCAD SHX Text

DRIVEWAY DRAIN RT

AutoCAD SHX Text

WK-5

AutoCAD SHX Text 42+65

AutoCAD SHX Text

DRIVEWAY DRAIN LT

AutoCAD SHX Text

WK-5

AutoCAD SHX Text 43+25

AutoCAD SHX Text

DRIVEWAY DRAIN LT

AutoCAD SHX Text

WK-5

AutoCAD SHX Text 53+90

AutoCAD SHX Text

DRIVEWAY DRAIN LT

AutoCAD SHX Text

WK-5

AutoCAD SHX Text 59+34

AutoCAD SHX Text

DRIVEWAY DRAIN EXT. LT

AutoCAD SHX Text

UNITS

AutoCAD SHX Text

TOTAL

AutoCAD SHX Text

LIN. FT.

AutoCAD SHX Text

LIN. FT.

AutoCAD SHX Text

LIN. FT.

AutoCAD SHX Text

LIN. FT.

AutoCAD SHX Text

LIN. FT.

AutoCAD SHX Text

LIN. FT.

AutoCAD SHX Text

LIN. FT.

AutoCAD SHX Text

LIN. FT.

AutoCAD SHX Text

ALTERNATE A

AutoCAD SHX Text

BOX CULVERTS REQUIRED

AutoCAD SHX Text

WK.

AutoCAD SHX Text

SH.

AutoCAD SHX Text

NO.

AutoCAD SHX Text

STATION

AutoCAD SHX Text

STRUCTURE EXCAV.

AutoCAD SHX Text

WK-5

AutoCAD SHX Text 59+34

AutoCAD SHX Text

SIZE

AutoCAD SHX Text 4'x4'

AutoCAD SHX Text

LENGTH

AutoCAD SHX Text 2'

AutoCAD SHX Text

STANDARD DRAWINGS REQ'D

AutoCAD SHX Text

CLASS "B" CONC.

AutoCAD SHX Text

REINF. STEEL

AutoCAD SHX Text

EST. DEPTH

AutoCAD SHX Text

CUBIC YARDS

AutoCAD SHX Text

COVER

AutoCAD SHX Text

SELECT MAT'L

AutoCAD SHX Text

REMARKS

AutoCAD SHX Text

CX-1, BS-4

AutoCAD SHX Text 1.779

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text

AutoCAD SHX Text 2.5'

AutoCAD SHX Text

EXTEND EXIST. BOX CULVERT 2' WITH 3:1 WINGS AND APRON

AutoCAD SHX Text

UNITS

AutoCAD SHX Text

TOTAL

AutoCAD SHX Text

CU.YDS.

AutoCAD SHX Text

LBS

AutoCAD SHX Text

CU.YDS.

AutoCAD SHX Text

CU.YDS.

AutoCAD SHX Text 1.779

AutoCAD SHX Text

EQ-3

MA Project No.:#

Revisions DescriptionDate By App'd.

M-

SEE ABOVE

C.B.F.2393-1

SHEET NUMBER:WORKING NUMBER:

STP-0211-00(015)LPA 107143-701000

Project No.: STP-0211-00(015)LPA County: Hinds HCC Bid No.: 3198PEDESTRIAN AND SIDEWALK IMPROVEMENTS

RAYMOND, MISSISSIPPI

HINDS COMMUNITY COLLEGE

Drawing Information

Filename: Drawn By:

Date: Checked By:

Scale: QC/QA

C.B.F.

R.C.M.

05-15-2020

RECAP.DWG

.D W

CURB AND GUTTER, EROSION CONTROL,

DRIVEWAYS, AND LIGHTING

AutoCAD SHX Text

STATION

AutoCAD SHX Text

WIDTH

AutoCAD SHX Text

WK.

AutoCAD SHX Text

SH.

AutoCAD SHX Text

NO.

AutoCAD SHX Text

REMARKS

AutoCAD SHX Text

AREA

AutoCAD SHX Text

DRIVEWAYS REQUIRED

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

COMBINATION CONCRETE CURB AND GUTTER REQ'D.

AutoCAD SHX Text

WK.

AutoCAD SHX Text

STATION TO STATION

AutoCAD SHX Text

SH.NO.

AutoCAD SHX Text

TYPE

AutoCAD SHX Text "2"

AutoCAD SHX Text "3"

AutoCAD SHX Text

"1" MOD.

AutoCAD SHX Text

TYPE

AutoCAD SHX Text

TYPE

AutoCAD SHX Text

HEADER

AutoCAD SHX Text

CURB

AutoCAD SHX Text

REMARKS

AutoCAD SHX Text

CONC. MEDIAN

AutoCAD SHX Text

CONC. MEDIAN

AutoCAD SHX Text

AND ISLAND

AutoCAD SHX Text

AND ISLAND

AutoCAD SHX Text

PAV'T. (10")

AutoCAD SHX Text

PAV'T. (4")

AutoCAD SHX Text

WK-3

AutoCAD SHX Text 2+10

AutoCAD SHX Text 0+75

AutoCAD SHX Text

WK-3

AutoCAD SHX Text 0+75

AutoCAD SHX Text 1+31

AutoCAD SHX Text

WK-3

AutoCAD SHX Text 1+31

AutoCAD SHX Text 6+45

AutoCAD SHX Text

WK-3

AutoCAD SHX Text 6+45

AutoCAD SHX Text 8+10

AutoCAD SHX Text

WK-3

AutoCAD SHX Text 8+10

AutoCAD SHX Text 9+07

AutoCAD SHX Text

WK-4

AutoCAD SHX Text 5+75

AutoCAD SHX Text 9+04

AutoCAD SHX Text

WK-5

AutoCAD SHX Text 36+47

AutoCAD SHX Text 39+40

AutoCAD SHX Text

WK-5

AutoCAD SHX Text 39+40

AutoCAD SHX Text 41+98

AutoCAD SHX Text

WK-5

AutoCAD SHX Text 41+98

AutoCAD SHX Text 45+00

AutoCAD SHX Text

WK-5

AutoCAD SHX Text 45+00

AutoCAD SHX Text 54+00

AutoCAD SHX Text

WK-5

AutoCAD SHX Text 54+00

AutoCAD SHX Text 60+00

AutoCAD SHX Text

INCL. MILLED EAST MAIN INTERSECTION

AutoCAD SHX Text

INCL. MILLED BILL OAKS INTERSECTION

AutoCAD SHX Text

WK-3

AutoCAD SHX Text

WK-3

AutoCAD SHX Text

WK-5

AutoCAD SHX Text

WK-5

AutoCAD SHX Text 4+21

AutoCAD SHX Text 7+89

AutoCAD SHX Text 42+65

AutoCAD SHX Text 43+25

AutoCAD SHX Text 47+70

AutoCAD SHX Text 53+85

AutoCAD SHX Text

WK-5

AutoCAD SHX Text

WK-5

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

UNIT

AutoCAD SHX Text

TOTALS

AutoCAD SHX Text

SQ. YD.

AutoCAD SHX Text

SQ. YD.

AutoCAD SHX Text

REQ'D RT

AutoCAD SHX Text

REQ'D RT

AutoCAD SHX Text

REQ'D LT

AutoCAD SHX Text

REQ'D LT

AutoCAD SHX Text

REQ'D LT

AutoCAD SHX Text

REQ'D LT

AutoCAD SHX Text

ESTIMATED PERMANENT EROSION CONTROL ITEMS

AutoCAD SHX Text

DITCH LINER

AutoCAD SHX Text

WK.

AutoCAD SHX Text

SH.

AutoCAD SHX Text

NO.

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

PAVED

AutoCAD SHX Text

DITCH

AutoCAD SHX Text

SOLID SOD

AutoCAD SHX Text

RIP RAP

AutoCAD SHX Text

GEOTEXTILE

AutoCAD SHX Text

REMARKS

AutoCAD SHX Text

STATION TO STATION

AutoCAD SHX Text

STATION

AutoCAD SHX Text

WK.

AutoCAD SHX Text

SH.

AutoCAD SHX Text

NO.

AutoCAD SHX Text

REMARKS

AutoCAD SHX Text

LIGHTING ASSEMBLIES REQUIRED

AutoCAD SHX Text

LED

AutoCAD SHX Text

WK-3

AutoCAD SHX Text 0+33.86

AutoCAD SHX Text

AREA

AutoCAD SHX Text

UNIT

AutoCAD SHX Text

TOTALS

AutoCAD SHX Text

EACH

AutoCAD SHX Text

HINDS SOUTH REQ'D LT

AutoCAD SHX Text

LIGHT

AutoCAD SHX Text

BOLLARD

AutoCAD SHX Text

LED

AutoCAD SHX Text

FLOOD

AutoCAD SHX Text

LIGHT

AutoCAD SHX Text

LED

AutoCAD SHX Text

EACH

AutoCAD SHX Text

EACH

AutoCAD SHX Text

WK-3

AutoCAD SHX Text 0+38.79

AutoCAD SHX Text

HINDS SOUTH REQ'D RT

AutoCAD SHX Text

WK-3

AutoCAD SHX Text 0+49.27

AutoCAD SHX Text

HINDS SOUTH REQ'D RT

AutoCAD SHX Text

WK-3

AutoCAD SHX Text 0+50.38

AutoCAD SHX Text

HINDS SOUTH REQ'D LT

AutoCAD SHX Text

WK-3

AutoCAD SHX Text 0+23.86

AutoCAD SHX Text

HINDS NORTH REQ'D RT

AutoCAD SHX Text

WK-3

AutoCAD SHX Text 0+35.76

AutoCAD SHX Text

WK-3

AutoCAD SHX Text 0+39.72

AutoCAD SHX Text

WK-3

AutoCAD SHX Text 0+46.39

AutoCAD SHX Text

WK-3

AutoCAD SHX Text 0+57.25

AutoCAD SHX Text

WK-3

AutoCAD SHX Text 0+54.00

AutoCAD SHX Text

HINDS NORTH RT @ SIGN

AutoCAD SHX Text

WK-3

AutoCAD SHX Text 0+65.10

AutoCAD SHX Text

WK-3

AutoCAD SHX Text 1+13.00

AutoCAD SHX Text

WK-3

AutoCAD SHX Text 1+69.00

AutoCAD SHX Text

WK-3

AutoCAD SHX Text 2+25.00

AutoCAD SHX Text

WK-3

AutoCAD SHX Text 2+81.00

AutoCAD SHX Text

WK-3

AutoCAD SHX Text 3+37.00

AutoCAD SHX Text

WK-3

AutoCAD SHX Text 3+93.00

AutoCAD SHX Text

WK-3

AutoCAD SHX Text 4+49.00

AutoCAD SHX Text

WK-3

AutoCAD SHX Text 5+05.00

AutoCAD SHX Text

WK-3

AutoCAD SHX Text 5+61.00

AutoCAD SHX Text

WK-3

AutoCAD SHX Text 6+17.00

AutoCAD SHX Text

WK-3

AutoCAD SHX Text 6+62.33

AutoCAD SHX Text

WK-3

AutoCAD SHX Text 6+74.56

AutoCAD SHX Text

WK-3

AutoCAD SHX Text 7+66.28

AutoCAD SHX Text

WK-3

AutoCAD SHX Text 7+70.39

AutoCAD SHX Text

WK-4

AutoCAD SHX Text 9+35.62

AutoCAD SHX Text

WK-4

AutoCAD SHX Text 9+40.52

AutoCAD SHX Text

WK-3

AutoCAD SHX Text 6+72.34

AutoCAD SHX Text

WK-3

AutoCAD SHX Text 6+80.51

AutoCAD SHX Text

WK-3

AutoCAD SHX Text 6+85.14

AutoCAD SHX Text

WK-3

AutoCAD SHX Text 6+88.68

AutoCAD SHX Text

WK-3

AutoCAD SHX Text 6+93.31

AutoCAD SHX Text

WK-3

AutoCAD SHX Text 6+96.85

AutoCAD SHX Text

WK-3

AutoCAD SHX Text 6+93.87

AutoCAD SHX Text

WK-3

AutoCAD SHX Text 7+01.48

AutoCAD SHX Text

WK-3

AutoCAD SHX Text 7+04.79

AutoCAD SHX Text

WK-3

AutoCAD SHX Text 7+09.65

AutoCAD SHX Text

WK-3

AutoCAD SHX Text 7+17.59

AutoCAD SHX Text

WK-3

AutoCAD SHX Text 7+22.46

AutoCAD SHX Text

WK-3

AutoCAD SHX Text 7+34.39

AutoCAD SHX Text

WK-3

AutoCAD SHX Text 7+45.32

AutoCAD SHX Text

WK-3

AutoCAD SHX Text 7+46.66

AutoCAD SHX Text

WK-3

AutoCAD SHX Text 7+51.05

AutoCAD SHX Text

WK-3

AutoCAD SHX Text 7+57.50

AutoCAD SHX Text

WK-3

AutoCAD SHX Text 7+57.59

AutoCAD SHX Text

WK-3

AutoCAD SHX Text 7+68.34

AutoCAD SHX Text

WK-3

AutoCAD SHX Text 7+68.43

AutoCAD SHX Text

WK-3

AutoCAD SHX Text 7+79.17

AutoCAD SHX Text

WK-3

AutoCAD SHX Text 7+79.26

AutoCAD SHX Text

WK-3

AutoCAD SHX Text 7+90.01

AutoCAD SHX Text

WK-3

AutoCAD SHX Text 7+90.10

AutoCAD SHX Text

HINDS NORTH REQ'D LT

AutoCAD SHX Text

HINDS NORTH REQ'D RT

AutoCAD SHX Text

HINDS NORTH REQ'D LT

AutoCAD SHX Text

HINDS NORTH REQ'D RT

AutoCAD SHX Text

HINDS NORTH REQ'D LT

AutoCAD SHX Text

HINDS NORTH REQ'D LT & RT

AutoCAD SHX Text

HINDS NORTH REQ'D LT

AutoCAD SHX Text

HINDS NORTH REQ'D RT

AutoCAD SHX Text

HINDS NORTH REQ'D LT

AutoCAD SHX Text

HINDS NORTH REQ'D RT

AutoCAD SHX Text

BILL OAKS REQ'D RT

AutoCAD SHX Text

BILL OAKS REQ'D LT

AutoCAD SHX Text

HINDS NORTH RT @ PAVILLON

AutoCAD SHX Text

HINDS NORTH REQ'D LT & RT

AutoCAD SHX Text

HINDS NORTH REQ'D LT & RT

AutoCAD SHX Text

HINDS NORTH REQ'D LT & RT

AutoCAD SHX Text

HINDS NORTH REQ'D LT & RT

AutoCAD SHX Text

HINDS NORTH REQ'D LT & RT

AutoCAD SHX Text

HINDS NORTH REQ'D LT & RT

AutoCAD SHX Text

HINDS NORTH REQ'D LT & RT

AutoCAD SHX Text

HINDS NORTH REQ'D LT & RT

AutoCAD SHX Text

HINDS NORTH REQ'D LT & RT

AutoCAD SHX Text

HINDS NORTH RT @ PAVILLON

AutoCAD SHX Text

HINDS NORTH RT @ PAVILLON

AutoCAD SHX Text

HINDS NORTH RT @ PAVILLON

AutoCAD SHX Text

HINDS NORTH RT @ PAVILLON

AutoCAD SHX Text

HINDS NORTH RT @ PAVILLON

AutoCAD SHX Text

HINDS NORTH RT @ PAVILLON

AutoCAD SHX Text

HINDS NORTH RT @ PAVILLON

AutoCAD SHX Text

HINDS NORTH RT @ PAVILLON

AutoCAD SHX Text

HINDS NORTH RT @ PAVILLON

AutoCAD SHX Text

HINDS NORTH RT @ PAVILLON

AutoCAD SHX Text

HINDS NORTH RT @ PAVILLON

AutoCAD SHX Text

HINDS NORTH RT @ PAVILLON

AutoCAD SHX Text

HINDS NORTH RT @ PAVILLON

AutoCAD SHX Text

HINDS NORTH RT @ PAVILLON

AutoCAD SHX Text

HINDS NORTH RT @ PAVILLON

AutoCAD SHX Text

HINDS NORTH RT @ PAVILLON

AutoCAD SHX Text

HINDS NORTH RT @ PAVILLON

AutoCAD SHX Text

HINDS NORTH RT @ PAVILLON

AutoCAD SHX Text

HINDS NORTH RT @ PAVILLON

AutoCAD SHX Text

HINDS NORTH RT @ PAVILLON

AutoCAD SHX Text

HINDS NORTH RT @ PAVILLON

AutoCAD SHX Text

HINDS NORTH RT @ PAVILLON

AutoCAD SHX Text

HINDS NORTH RT @ PAVILLON

AutoCAD SHX Text

WK-3

AutoCAD SHX Text 8+00.85

AutoCAD SHX Text

WK-3

AutoCAD SHX Text 8+11.68

AutoCAD SHX Text

HINDS NORTH RT @ PAVILLON

AutoCAD SHX Text

HINDS NORTH RT @ PAVILLON

AutoCAD SHX Text

WK-5

AutoCAD SHX Text 37+22.53

AutoCAD SHX Text

EAST MAIN STREET REQ'D LT

AutoCAD SHX Text

WK-5

AutoCAD SHX Text

WK-5

AutoCAD SHX Text

WK-5

AutoCAD SHX Text

WK-5

AutoCAD SHX Text

WK-5

AutoCAD SHX Text

WK-5

AutoCAD SHX Text

WK-5

AutoCAD SHX Text

WK-5

AutoCAD SHX Text

WK-5

AutoCAD SHX Text

WK-5

AutoCAD SHX Text

WK-5

AutoCAD SHX Text

AutoCAD SHX Text 37+32.31

AutoCAD SHX Text

EAST MAIN STREET REQ'D LT

AutoCAD SHX Text

EAST MAIN STREET REQ'D LT

AutoCAD SHX Text

EAST MAIN STREET REQ'D LT

AutoCAD SHX Text

EAST MAIN STREET REQ'D LT

AutoCAD SHX Text

EAST MAIN STREET REQ'D LT

AutoCAD SHX Text

EAST MAIN STREET REQ'D LT

AutoCAD SHX Text

EAST MAIN STREET REQ'D LT

AutoCAD SHX Text

EAST MAIN STREET REQ'D LT

AutoCAD SHX Text

EAST MAIN STREET REQ'D LT & RT

AutoCAD SHX Text

EAST MAIN STREET REQ'D LT & RT

AutoCAD SHX Text

EAST MAIN STREET REQ'D LT

AutoCAD SHX Text 37+93.99

AutoCAD SHX Text 37+98.50

AutoCAD SHX Text 38+04.30

AutoCAD SHX Text 38+18.00

AutoCAD SHX Text 38+47.00

AutoCAD SHX Text 39+03.00

AutoCAD SHX Text 39+59.00

AutoCAD SHX Text 39+87.80

AutoCAD SHX Text 41+35.50

AutoCAD SHX Text 41+52.39

AutoCAD SHX Text

UNIT

AutoCAD SHX Text

TOTALS

AutoCAD SHX Text

LIN. FT.

AutoCAD SHX Text

LIN. FT.

AutoCAD SHX Text

LIN. FT.

AutoCAD SHX Text

LIN. FT.

AutoCAD SHX Text

SQ. YD.

AutoCAD SHX Text

SQ. YD.

AutoCAD SHX Text

WK-3

AutoCAD SHX Text 0+00

AutoCAD SHX Text 5+00

AutoCAD SHX Text

SOIL REINF.

AutoCAD SHX Text

WK-3

AutoCAD SHX Text 5+00

AutoCAD SHX Text 9+07

AutoCAD SHX Text

MATERIAL

AutoCAD SHX Text

WK-4

AutoCAD SHX Text 5+75

AutoCAD SHX Text 10+00

AutoCAD SHX Text

WK-5

AutoCAD SHX Text 36+47

AutoCAD SHX Text 45+00

AutoCAD SHX Text

WK-5

AutoCAD SHX Text 45+00

AutoCAD SHX Text 54+00

AutoCAD SHX Text

WK-6

AutoCAD SHX Text 54+00

AutoCAD SHX Text 59+40

AutoCAD SHX Text

UNIT

AutoCAD SHX Text

TOTALS

AutoCAD SHX Text

CU. YD.

AutoCAD SHX Text

TON

AutoCAD SHX Text

SQ. YD.

AutoCAD SHX Text

SQ. YD.

AutoCAD SHX Text

SQ. YD.

EQ-4

MA Project No.:#

Revisions DescriptionDate By App'd.

M-

SEE ABOVE

C.B.F.2393-1

SHEET NUMBER:WORKING NUMBER:

STP-0211-00(015)LPA 107143-701000

Project No.: STP-0211-00(015)LPA County: Hinds HCC Bid No.: 3198PEDESTRIAN AND SIDEWALK IMPROVEMENTS

RAYMOND, MISSISSIPPI

HINDS COMMUNITY COLLEGE

Drawing Information

Filename: Drawn By:

Date: Checked By:

Scale: QC/QA

C.B.F.

R.C.M.

05-15-2020

RECAP.DWG

.D W

EARTHWORK, STANDARD ROADSIDE SIGNS,

AND ASSEMBLIES

AutoCAD SHX Text

WK. SH.

AutoCAD SHX Text

NUMBER

AutoCAD SHX Text

CUT

AutoCAD SHX Text

FILL

AutoCAD SHX Text

BORROW

AutoCAD SHX Text

BORROW

AutoCAD SHX Text (B9-6)

AutoCAD SHX Text

UNCLASSIFIED

AutoCAD SHX Text

EXCAVATION

AutoCAD SHX Text

REMARKS

AutoCAD SHX Text

EXCAVATION

AutoCAD SHX Text

EXCESS

AutoCAD SHX Text

SURPLUS

AutoCAD SHX Text

ESTIMATED EARTHWORK QUANTITIES

AutoCAD SHX Text

STATION TO STATION

AutoCAD SHX Text 0+00

AutoCAD SHX Text 2+10

AutoCAD SHX Text

HINDS BLVD SOUTH

AutoCAD SHX Text

AutoCAD SHX Text 0+00

AutoCAD SHX Text 5+00

AutoCAD SHX Text

HINDS BLVD NORTH

AutoCAD SHX Text

AutoCAD SHX Text 5+00

AutoCAD SHX Text 9+07

AutoCAD SHX Text

HINDS BLVD NORTH

AutoCAD SHX Text

AutoCAD SHX Text 5+75

AutoCAD SHX Text 10+00

AutoCAD SHX Text

BILL OAKS DRIVE

AutoCAD SHX Text

AutoCAD SHX Text 36+47

AutoCAD SHX Text 45+00

AutoCAD SHX Text

EAST MAIN STREET

AutoCAD SHX Text

AutoCAD SHX Text 45+00

AutoCAD SHX Text 54+00

AutoCAD SHX Text

EAST MAIN STREET

AutoCAD SHX Text

UNIT

AutoCAD SHX Text

TOTALS

AutoCAD SHX Text

CU. YDS.

AutoCAD SHX Text

CU. YDS.

AutoCAD SHX Text

CU. YDS.

AutoCAD SHX Text

CU. YDS.

AutoCAD SHX Text

CU. YDS.

AutoCAD SHX Text

AutoCAD SHX Text 54+00

AutoCAD SHX Text 59+40

AutoCAD SHX Text

EAST MAIN STREET

AutoCAD SHX Text

STANDARD ROADSIDE SIGN ASSEMBLIES REQUIRED

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

CODE

AutoCAD SHX Text

NUMBER

AutoCAD SHX Text (630-K001)

AutoCAD SHX Text

LETTER

AutoCAD SHX Text

THIS

AutoCAD SHX Text (630-K002)

AutoCAD SHX Text (630-K003)

AutoCAD SHX Text (630-K004)

AutoCAD SHX Text

PSP-1

AutoCAD SHX Text A

AutoCAD SHX Text R1-1, R1-3, R4-7

AutoCAD SHX Text

UNIT

AutoCAD SHX Text

TOTALS

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

STANDARD

AutoCAD SHX Text

ROADSIDE

AutoCAD SHX Text

SIGN TO

AutoCAD SHX Text

BE MOUNTED

AutoCAD SHX Text

FOOTING

AutoCAD SHX Text

CLASS "B"

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

STRUCTURAL

AutoCAD SHX Text

U-SECTION POSTS

AutoCAD SHX Text

STANDARD PIPE

AutoCAD SHX Text

AutoCAD SHX Text 3.5

AutoCAD SHX Text

AutoCAD SHX Text (630-C001)

AutoCAD SHX Text 2-P

AutoCAD SHX Text (630-C003)

AutoCAD SHX Text 3-P

AutoCAD SHX Text

BARS

AutoCAD SHX Text (630-E004)

AutoCAD SHX Text 7/16" X 2-1/2"

AutoCAD SHX Text (907-601-B003)

AutoCAD SHX Text

PSP-1

AutoCAD SHX Text

PSP-1

AutoCAD SHX Text

PSP-1

AutoCAD SHX Text

PSP-1

AutoCAD SHX Text

PSP-1

AutoCAD SHX Text

PSP-1

AutoCAD SHX Text

PSP-1

AutoCAD SHX Text

PSP-1

AutoCAD SHX Text

PSP-1

AutoCAD SHX Text

PSP-1

AutoCAD SHX Text

PSP-1

AutoCAD SHX Text

PSP-1

AutoCAD SHX Text

PSP-1

AutoCAD SHX Text

PSP-1

AutoCAD SHX Text

PSP-1

AutoCAD SHX Text

PSP-1

AutoCAD SHX Text

PSP-1

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text J

AutoCAD SHX Text K

AutoCAD SHX Text L

AutoCAD SHX Text M

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text P

AutoCAD SHX Text Q

AutoCAD SHX Text R

AutoCAD SHX Text

LIN. FT.

AutoCAD SHX Text

LIN. FT.

AutoCAD SHX Text

LIN. FT.

AutoCAD SHX Text

LIN. FT.

AutoCAD SHX Text

LIN. FT.

AutoCAD SHX Text

LIN. FT.

AutoCAD SHX Text

LIN. FT.

AutoCAD SHX Text

CU. YD.

AutoCAD SHX Text R1-1, R1-3

AutoCAD SHX Text R1-1, R1-3, R4-7

AutoCAD SHX Text R2-1

AutoCAD SHX Text W3-1a

AutoCAD SHX Text R1-1, R1-3, R4-7

AutoCAD SHX Text R1-1, R1-3

AutoCAD SHX Text R4-7

AutoCAD SHX Text R1-1

AutoCAD SHX Text

AutoCAD SHX Text 12.5

AutoCAD SHX Text 14.5

AutoCAD SHX Text

AutoCAD SHX Text 12.5

AutoCAD SHX Text 14.5

AutoCAD SHX Text

AutoCAD SHX Text 14.5

AutoCAD SHX Text

AutoCAD SHX Text 14.5

AutoCAD SHX Text

LBS.

AutoCAD SHX Text

REMOVE RESET AND MOUNT EXIST. SIGNS (3)

AutoCAD SHX Text

REMARKS

AutoCAD…

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File details come from the government source that posted it. Updated Apr 10, 2025.