20008-24-EN-HC-0026-1.pdf

PDF 3 MB Posted Aug 13, 2026

Attached to: GLASGOW AVENUE SIDEWALKS (Hyacinth Ave – Perkins Rd) CPP 24-EN-HC-0026 - Composite Addendum No 2 - signed
Solicitation number: 20008-24-EN-HC-0026
Issued by: East Baton Rouge Parish, Baton Rouge City, Louisiana

About this file

Written by GovTribe AI · Aug 24, 2026

This is a project plan and specification document for the City of Baton Rouge and Parish of East Baton Rouge for the Glasgow Avenue Sidewalks project (CPP 24-EN-HC-0026), extending from Hyacinth Avenue to Perkins Road. The project encompasses grading, earthwork, concrete sidewalks, drainage structures, and subsurface drainage improvements across approximately 5,000 linear feet of right-of-way. Key work items include construction of 1,900 square yards of 4-inch concrete walks, 675 square yards of 6-inch concrete walks, 896 linear feet of 24-inch reinforced concrete pipe arch, multiple drainage structures including grate inlets and drain manholes, concrete curb and gutter installation (175 linear feet), tree trimming, and traffic control measures. The sealed bid deadline is August 18, 2026 at 2:00 p.m. local time, with public bid opening to follow immediately. No pre-bid conference is scheduled. Bids must remain firm for 60 days from the opening date.

Contractors must hold an active Louisiana State Licensing Board license in the Highway, Street and Bridge Construction classification and display the license number on the bid envelope. A 10% Socially and Economically Disadvantaged Business Enterprise (SEDBE) participation goal applies, with apparent low bidders required to submit EBE documentation within 10 days of bid opening. Bid security requirements mandate submission of either a Certified Check, Cashier's Check, or a satisfactory Bid Bond equal to 5% of the total bid amount. Bid documents are available through Central Bidding at www.centralbidding.com, with paper copies available for a non-refundable $10.00 fee from the Public Works and Planning Center. The City-Parish reserves the right to reject any and all bids for just cause.

View the file

Other files

File	Type	Posted
20008-24-EN-HC-0026-2.pdf	PDF	Aug 18, 2026
20008-24-EN-HC-0026.pdf	PDF	Jul 23, 2026

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

AutoCAD SHX Text

APPARENT R/W

AutoCAD SHX Text

APPARENT R/W

AutoCAD SHX Text

APPARENT R/W

AutoCAD SHX Text

APPARENT R/W

AutoCAD SHX Text

APPARENT R/W

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text

8" RCP

AutoCAD SHX Text

8" RCP

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text

CONC. DRIVE TO REMAIN

AutoCAD SHX Text

HEADWALL

AutoCAD SHX Text

CONC. DRIVE

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text

CONC. PARKING

AutoCAD SHX Text

CONC. DRIVE

AutoCAD SHX Text

4' CHAIN LINK FENCE

AutoCAD SHX Text

6' WOOD FENCE

AutoCAD SHX Text

8' WOOD PRIVACY FENCE

AutoCAD SHX Text

4' METAL FENCE

AutoCAD SHX Text

CONC. DRIVE

AutoCAD SHX Text

4" PVC

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

TBM G STA. 14+36.33 OFF = 31.90' R ELEV.: 38.52'

AutoCAD SHX Text

6' WOOD FENCE

AutoCAD SHX Text

4' METAL FENCE

AutoCAD SHX Text

REQ'D 5' SIDEWALK

AutoCAD SHX Text ADJUST AND CONVERT GRATE INLET TO ADA COMPLIANT GRATE T.C.=38.10 (DETAIL 3/11) PAID UNDER 7021000

AutoCAD SHX Text

RELOCATE GUY WIRE BY OTHERS

AutoCAD SHX Text

REQ'D 24" X 54' RCP

AutoCAD SHX Text

CREPE MYRTLES TO REMAIN

AutoCAD SHX Text

REQ'D 24" X 60' RCPA

AutoCAD SHX Text

REQ'D GRATE INLET INV.=34.24 T.C.=36.37 (702-20) STA. 18+83.56 OFF. 16.59' R

AutoCAD SHX Text

GRADE TO DRAIN

AutoCAD SHX Text

AVOID F.H.

AutoCAD SHX Text

REPLACE D/W, TYP. (907-04) 29' WIDE

AutoCAD SHX Text

AVOID POWER POLE

AutoCAD SHX Text

,TYPE 10

AutoCAD SHX Text

,TYPE 4

AutoCAD SHX Text

,TYPE 12

AutoCAD SHX Text

REMOVE TREE STUMP PAID UNDER 2010100

AutoCAD SHX Text

SAWCUT EX. SIDEWALK,

AutoCAD SHX Text

AVOID F.H.

AutoCAD SHX Text

,TYPE 10

AutoCAD SHX Text

REQ'D 24" X 66' RCPA

AutoCAD SHX Text

,TYPE 11

AutoCAD SHX Text

,TYPE 4

AutoCAD SHX Text

EXTEND EXISTING 4" PVC X 2' (N.D.P.)

AutoCAD SHX Text

REMOVE 3.5' HOGWIRE FENCE AT R/W (N.D.P.)

AutoCAD SHX Text

AutoCAD SHX Text 14+00

AutoCAD SHX Text 15+00

AutoCAD SHX Text 16+00

AutoCAD SHX Text 17+00

AutoCAD SHX Text 18+00

AutoCAD SHX Text 19+00

AutoCAD SHX Text

REPLACE D/W, TYP. (907-04) 10' WIDE

AutoCAD SHX Text

REMOVE EXISTING STRIPING

AutoCAD SHX Text

END SLOTTED CURB STA. 14+24.98

AutoCAD SHX Text

REQ'D GRATE INLET INV.=33.33 T.C.=35.91 (702-20) STA. 19+52.68 OFF. 16.15' L

AutoCAD SHX Text

REMOVE BRICK HEADWALL

AutoCAD SHX Text

REQ'D DRAIN MANHOLE INV.=MATCH EXISTING T.C.=37.56 STA. 15+29.96 OFF. 15.24' R

AutoCAD SHX Text

REQ'D 15" X 30' RCP

AutoCAD SHX Text

REQ'D 15" X 14' RCP INV.= 35.56

AutoCAD SHX Text

REMOVE EXISTING 24" RCP

AutoCAD SHX Text

REQ'D 24" X 26' RCPA

AutoCAD SHX Text

,TYPE 10

AutoCAD SHX Text

GRADE TO DRAIN

AutoCAD SHX Text

REQ'D DRAIN MANHOLE INV.=MATCH EXISTING T.C.=37.11 STA. 18+23.79 OFF. 17.96' R

AutoCAD SHX Text

REQ'D STOP SIGN

AutoCAD SHX Text

REMOVE STOP SIGN

AutoCAD SHX Text

,TYPE 12

AutoCAD SHX Text

REQ'D CONTINENTAL STRIPING AT CROSSWALKS, TYP.

AutoCAD SHX Text

RELOCATE EXISTING STOP SIGN AND SCHOOL ZONE SIGN(N.D.P.)

AutoCAD SHX Text

REMOVE EXISTING 15" RCP

AutoCAD SHX Text

REQ'D 18" X 154' RCPA

AutoCAD SHX Text

REQ'D 18" X 96' RCPA

AutoCAD SHX Text

REQ'D GRATE INLET INV.=34.16 T.C.=36.74 (702-20) STA. 16+70.56 OFF. 14.63' L

AutoCAD SHX Text

REQ'D 5' SIDEWALK

AutoCAD SHX Text

REQ'D STOP BAR

AutoCAD SHX Text

REQ'D GRATE INLET INV.=33.45 T.C.=36.02 (702-20) STA. 18+70.48 OFF. 15.35' L

AutoCAD SHX Text

REMOVE EXISTING 15" RCP

AutoCAD SHX Text

REQ'D 24" X 30' RCPA

AutoCAD SHX Text

REQ'D DRAIN MANHOLE INV.=33.54 T.C.=36.93 STA. 18+01.19 OFF. 14.15' L

AutoCAD SHX Text

REQ'D STOP BAR

AutoCAD SHX Text

REQ'D STOP BAR

AutoCAD SHX Text

REQ'D STOP BAR

AutoCAD SHX Text

REQ'D STOP BAR

AutoCAD SHX Text

AVOID EXISTING STOP SIGN

AutoCAD SHX Text

RELOCATE EXISTING STOP SIGN (N.D.P.)

AutoCAD SHX Text

REQ'D GRATE INLET INV.=34.84 T.C.=37.20 (702-20) STA. 15+13.03 OFF. 15.68' L

AutoCAD SHX Text

15" RCP LT.

AutoCAD SHX Text

15" RCP LT.

AutoCAD SHX Text

DITCH LT.

AutoCAD SHX Text

DITCH LT.

AutoCAD SHX Text

15" RCP LT.

AutoCAD SHX Text

15" RCP LT.

AutoCAD SHX Text

15" RCP LT.

AutoCAD SHX Text

EXISTING PROFILE AT GLASGOW AVE.

AutoCAD SHX Text

EXISTING PROFILE AT GLASGOW AVE.

AutoCAD SHX Text

EXISTING EDGE OF ROAD LT.

AutoCAD SHX Text

EXISTING R/W LT.

AutoCAD SHX Text

EXISTING EDGE OF ROAD LT.

AutoCAD SHX Text

EXISTING R/W LT.

AutoCAD SHX Text

SWEETBRIAR ST.

AutoCAD SHX Text

PALM ST.

AutoCAD SHX Text

REQ'D 24" X 66' RCPA @ 0.13%

AutoCAD SHX Text

ADJUST AND CONVERT GRATE INLET TO ADA COMPLIANT GRATE T.C.=38.53

AutoCAD SHX Text

ADJUST AND CONVERT GRATE INLET TO ADA COMPLIANT GRATE T.C.=38.10

AutoCAD SHX Text

REQ'D SIDEWALK

AutoCAD SHX Text

REMOVE EXISTING 15" RCP

AutoCAD SHX Text

REQ'D 18" X 96' RCPA @ 0.57%

AutoCAD SHX Text

REQ'D GRATE INLET T.C.= 36.74

AutoCAD SHX Text

INV.=34.16

AutoCAD SHX Text

REQ'D 18" X 154' RCP @ 0.51%

AutoCAD SHX Text

INV.=34.88

AutoCAD SHX Text

REQ'D 24" X 30' RCPA @ 0.23%

AutoCAD SHX Text

ADJUST GRATE INLET T.C.=36.69

AutoCAD SHX Text

REMOVE EXISTING 15" RCP

AutoCAD SHX Text

REMOVE EXISTING 15" RCP

AutoCAD SHX Text

INV.=33.45

AutoCAD SHX Text

REQ'D GRATE INLET T.C.= 36.02

AutoCAD SHX Text

ELEV.=38.66

AutoCAD SHX Text

ELEV.=37.65

AutoCAD SHX Text

ELEV.=37.43

AutoCAD SHX Text

ELEV.=37.54

AutoCAD SHX Text

ELEV.=36.93

AutoCAD SHX Text

ELEV.=37.11

AutoCAD SHX Text

REQ'D INV.=33.54

AutoCAD SHX Text

REQ'D 15" RCP

AutoCAD SHX Text

REQ'D DRAIN MANHOLE T.C.=36.93

AutoCAD SHX Text

INV.=35.71

AutoCAD SHX Text -0.84%

AutoCAD SHX Text

ELEV.=38.45

AutoCAD SHX Text

ELEV.=38.20

AutoCAD SHX Text -1.06%

AutoCAD SHX Text -0.22%

AutoCAD SHX Text +0.11%

AutoCAD SHX Text

ELEV.=37.22

AutoCAD SHX Text -0.43%

AutoCAD SHX Text

ELEV.=37.07

AutoCAD SHX Text -1.85%

AutoCAD SHX Text +0.18%

AutoCAD SHX Text

REQ'D GRATE INLET T.C.= 37.20

AutoCAD SHX Text

DITCH RT.

AutoCAD SHX Text

DITCH RT.

AutoCAD SHX Text

DITCH RT.

AutoCAD SHX Text

DITCH RT.

AutoCAD SHX Text

15" RCP RT.

AutoCAD SHX Text

15" RCP RT.

AutoCAD SHX Text

15" RCP RT.

AutoCAD SHX Text

24" RCP RT.

AutoCAD SHX Text

24" RCP RT.

AutoCAD SHX Text

24" RCP RT.

AutoCAD SHX Text

EXISTING PROFILE AT GLASGOW AVE.

AutoCAD SHX Text

EXISTING PROFILE AT GLASGOW AVE.

AutoCAD SHX Text

EXISTING R/W RT.

AutoCAD SHX Text

EXISTING EDGE OF ROAD RT.

AutoCAD SHX Text

EXISTING R/W RT.

AutoCAD SHX Text

EXISTING R/W RT.

AutoCAD SHX Text

INV. EL.= 34.24

AutoCAD SHX Text

REQ'D GRATE INLET T.C. EL.= 36.37 (6" TOP SLAB)

AutoCAD SHX Text

INV. = 34.54

AutoCAD SHX Text

REQ'D 24" X 58' RCPA @ 0.10%

AutoCAD SHX Text

INV. = 34.91

AutoCAD SHX Text

REQ'D DRAIN MANHOLE T.C.=37.56

AutoCAD SHX Text

REMOVE BRICK HEADWALL

AutoCAD SHX Text

REQ'D DRAIN MANHOLE T.C.=37.11

AutoCAD SHX Text

INV. EL.= 34.30

AutoCAD SHX Text

REQ'D SIDEWALK

AutoCAD SHX Text

REQ'D 24" X 26' RCPA @ 0.80%

AutoCAD SHX Text

ELEV.=38.38

AutoCAD SHX Text

ELEV.=37.12

AutoCAD SHX Text

ELEV.=37.15

AutoCAD SHX Text

REQ'D 24" X 54' RCP @ 0.1%

AutoCAD SHX Text

REGRADE DITCH

AutoCAD SHX Text

REGRADE DITCH

AutoCAD SHX Text

REQ'D 15" X 30' RCP @ 0.1%

AutoCAD SHX Text

INV. = 34.88

AutoCAD SHX Text

ELEV.=38.04

AutoCAD SHX Text

ELEV.=38.02

AutoCAD SHX Text -1.82%

AutoCAD SHX Text +1.33%

AutoCAD SHX Text -1.26%

AutoCAD SHX Text +0.03%

AutoCAD SHX Text

ELEV.=37.14

AutoCAD SHX Text -0.01%

AutoCAD SHX Text

ELEV.=37.23

AutoCAD SHX Text -0.15%

AutoCAD SHX Text 6-24-2026

AutoCAD SHX Text

DHD

AutoCAD SHX Text

JRG

AutoCAD SHX Text

DHD

AutoCAD SHX Text

DHD

AutoCAD SHX Text N/A

AutoCAD SHX Text

24-EN-HC-0026

AutoCAD SHX Text

EAST BATON ROUGE PARISH

AutoCAD SHX Text

GLASGOW AVE. SIDEWALKS (HYACINTH AVE. TO PERKINS RD.)

AutoCAD SHX Text

NUMBER

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PROJECT

AutoCAD SHX Text

STATE

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

DETAILED

AutoCAD SHX Text

PROJECT

AutoCAD SHX Text

CITY

AutoCAD SHX Text

PARISH

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISION DESCRIPTION

AutoCAD SHX Text

MEYER ENGINEERS, LTD.

AutoCAD SHX Text

LEFT PROFILE

AutoCAD SHX Text

RIGHT PROFILE

AutoCAD SHX Text

PLAN AND PROFILES

AutoCAD SHX Text

GLASGOW AVENUE

AutoCAD SHX Text

(ASPHALT)

AutoCAD SHX Text

PALM STREET

AutoCAD SHX Text

(ASPHALT) STA. 14+34.81

AutoCAD SHX Text

SWEETBRIAR STREET

AutoCAD SHX Text

(ASPHALT) STA. 17+84.75

AutoCAD SHX Text

AutoCAD SHX Text Scale: 1"=20'

AutoCAD SHX Text 14+00

AutoCAD SHX Text 15+00

AutoCAD SHX Text 16+00

AutoCAD SHX Text 17+00

AutoCAD SHX Text 18+00

AutoCAD SHX Text 19+00

AutoCAD SHX Text ADJUST AND CONVERT GRATE INLET TO ADA COMPLIANT GRATE T.C.=38.53 (DETAIL 3/11) PAID UNDER 7021000

AutoCAD SHX Text REQ'D GRATE INLET INV.=MATCH EXISTING T.C.=38.01 (702-20) STA. 14+17.06 14+17.06 OFF. 31.46' L 31.46' L CONSTRUCTED ON TOP OF EXISTING PIPE

AutoCAD SHX Text

REMOVE STOP SIGN

AutoCAD SHX Text

REQ'D STOP SIGN (V.I.F.)

AutoCAD SHX Text

REMOVE STOP BAR

AutoCAD SHX Text 6-24-2026

AutoCAD SHX Text 8/10/2026

AutoCAD SHX Text

CALLOUT REMOVED

AutoCAD SHX Text

JRG

AutoCAD SHX Text

APPARENT R/W

AutoCAD SHX Text

APPARENT R/W

AutoCAD SHX Text

APPARENT R/W

AutoCAD SHX Text

APPARENT R/W

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text

CONC. PARKING

AutoCAD SHX Text D

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

LIMESTONE

AutoCAD SHX Text

LIMESTONE PARKING

AutoCAD SHX Text

CONC. DRIVE

AutoCAD SHX Text

CONC. DRIVE

AutoCAD SHX Text

CONC. DRIVE

AutoCAD SHX Text

CONC. DRIVE

AutoCAD SHX Text

GRAVEL DRIVE

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

ORNAMENTAL STOP SIGN POST

AutoCAD SHX Text

ORNAMENTAL STREET SIGN POST

AutoCAD SHX Text

72" LIVE OAK

AutoCAD SHX Text

CONC. PARKING

AutoCAD SHX Text

CONC. DRIVE

AutoCAD SHX Text

6' CHAIN LINK SECURITY FENCE

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text

CONC. DRIVE

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text

TBM B STA. 35+61.55 OFF = 12.11' R ELEV.: 37.12'

AutoCAD SHX Text

TBM A STA. 38.86.01 OFF = 53.20' R ELEV.: 36.56'

AutoCAD SHX Text

APPARENT R/W

AutoCAD SHX Text

REQ'D 5' SIDEWALK

AutoCAD SHX Text

REQ'D 5' SIDEWALK

AutoCAD SHX Text

EXISTING SIDEWALK TO REMAIN NOTE: SIDEWALK IS ON LIBRARY PROPERTY

AutoCAD SHX Text

REQ'D 8" X 14' PVC

AutoCAD SHX Text

SOUTH BRANCH LIBRARY

AutoCAD SHX Text

REMOVE EXISTING SIDEWALK

AutoCAD SHX Text

REPAIR 9' CURB (INTEGRAL)

AutoCAD SHX Text

EXISTING CHAIN-LINK FENCE

AutoCAD SHX Text

END PROJ. & ADOPT, C/L GLASGOW AVE. STA. 39+40.00 N:696487.922 E:3341827.158

AutoCAD SHX Text

REQ'D 5' SIDEWALK

AutoCAD SHX Text

REMOVE POLE

AutoCAD SHX Text

REMOVE LIGHT BY ENTERGY

AutoCAD SHX Text

TIE 8" PVC INTO EXISTING WEIR C.B.

AutoCAD SHX Text

NARROW REQ'D SIDEWALK FROM 8' TO 5'

AutoCAD SHX Text

ADJUST WATER METER

AutoCAD SHX Text

AVOID POWER POLE

AutoCAD SHX Text

REQ'D CONCRETE D/W, TYP. (907-04) 16' WIDE

AutoCAD SHX Text

AutoCAD SHX Text 34+00

AutoCAD SHX Text 35+00

AutoCAD SHX Text 36+00

AutoCAD SHX Text 37+00

AutoCAD SHX Text 38+00

AutoCAD SHX Text 39+00

AutoCAD SHX Text 39+40

AutoCAD SHX Text

NARROW SIDEWALK TO 3' MINIMUM NEAR AT&T PEDESTAL

AutoCAD SHX Text

REPLACE D/W, TYP. (907-04) 11' WIDE

AutoCAD SHX Text

REQ'D CONTINENTAL STRIPING AT CROSSWALK

AutoCAD SHX Text

REPAIR AT&T BOX BY AT&T

AutoCAD SHX Text

REMOVE ABANDONED FENCE POST 1' BELOW GRADE

AutoCAD SHX Text

REQ'D 15" X 40' RCP

AutoCAD SHX Text

TIE INTO EXISTING D/W SLOPE TO DRAIN

AutoCAD SHX Text

REPLACE D/W, TYP. (907-04) 16' WIDE

AutoCAD SHX Text

REPLACE D/W, TYP. (907-04) 19' WIDE

AutoCAD SHX Text

,TYPE 12

AutoCAD SHX Text

REQ'D 8" THICK RAMP PAID UNDER 9070408

AutoCAD SHX Text

REQ'D 6" X 11' CURB (INTEGRAL, BARRIER)

AutoCAD SHX Text

REPLACE LIMESTONE D/W WITH CONCRETE D/W, TYP. (907-04) 45' WIDE

AutoCAD SHX Text

STA.36+55.33

AutoCAD SHX Text

STA.35+89.89

AutoCAD SHX Text

STA.35+98.86

AutoCAD SHX Text

STA.38+52.92

AutoCAD SHX Text

STA.38+89.84

AutoCAD SHX Text

STA.34+93.90

AutoCAD SHX Text

REQ'D CONTINENTAL STRIPING AT CROSSWALKS, TYP.

AutoCAD SHX Text

EXISTING STOP BAR TO REMAIN

AutoCAD SHX Text

REQ'D TRENCH DRAIN INV.=36.00

AutoCAD SHX Text

REQ'D GRATE INLET INV.=34.06 T.C.=36.13 (702-20) STA. 35+59.79 OFF. 14.19' L

AutoCAD SHX Text

REQ'D 8" X 16' PVC

AutoCAD SHX Text

REQ'D GRATE INLET INV.=34.21 T.C.=36.14 (702-20) STA. 36+72.84 OFF. 13.78' L

AutoCAD SHX Text

REQ'D 15" X 40' RCP

AutoCAD SHX Text

REQ'D SIDE WEIR INLET INV.=34.54 T.C.=36.47 (702-40) STA. 37+33.46 OFF. 13.66' L

AutoCAD SHX Text

REQ'D 15" X 30' RCP

AutoCAD SHX Text

EXISTING STOP BAR TO REMAIN

AutoCAD SHX Text

15" RCP LT.

AutoCAD SHX Text

15" RCP LT.

AutoCAD SHX Text

15" RCP LT.

AutoCAD SHX Text

15" RCP LT.

AutoCAD SHX Text

EXISTING PROFILE AT GLASGOW AVE.

AutoCAD SHX Text

EXISTING R/W LT.

AutoCAD SHX Text

EXISTING R/W LT.

AutoCAD SHX Text

EXISTING EDGE OF ROAD LT.

AutoCAD SHX Text

15" RCP LT.

AutoCAD SHX Text

PERKINS ROAD EDGE OF TRAVEL LANE

AutoCAD SHX Text

REQ'D SIDEWALK

AutoCAD SHX Text

REQ'D SIDE WEIR INLET (OPENING ON W SIDE) T.C.= 36.47

AutoCAD SHX Text

REQ'D GRATE INLET T.C.= 36.13 (6" TOP SLAB)

AutoCAD SHX Text

REQ'D 15" X 40' RCP @ 0.1%

AutoCAD SHX Text

INV. EL.= 34.17

AutoCAD SHX Text

REQ'D GRATE INLET T.C.= 36.14 (6" TOP SLAB)

AutoCAD SHX Text

INV. EL.= 34.21

AutoCAD SHX Text

REQ'D 8" PVC

AutoCAD SHX Text

ELEV.=36.40

AutoCAD SHX Text

ELEV.=36.27

AutoCAD SHX Text

ELEV.=36.37

AutoCAD SHX Text

ELEV.=36.77

AutoCAD SHX Text

REQ'D 15" X 30' RCP @ 0.2%

AutoCAD SHX Text

INV. EL.= 34.54

AutoCAD SHX Text

INV. EL.= 34.59

AutoCAD SHX Text +0.11%

AutoCAD SHX Text -0.13%

AutoCAD SHX Text +0.10%

AutoCAD SHX Text +0.40%

AutoCAD SHX Text

15" RCP RT.

AutoCAD SHX Text

15" RCP RT.

AutoCAD SHX Text

15" RCP RT.

AutoCAD SHX Text

15" RCP RT.

AutoCAD SHX Text

EXISTING PROFILE AT GLASGOW AVE.

AutoCAD SHX Text

EXISTING PROFILE AT GLASGOW AVE.

AutoCAD SHX Text

EXISTING R/W RT.

AutoCAD SHX Text

EXISTING EDGE OF ROAD RT.

AutoCAD SHX Text

EXISTING EDGE OF ROAD RT.

AutoCAD SHX Text

EXISTING R/W RT.

AutoCAD SHX Text

EXISTING R/W RT.

AutoCAD SHX Text

ROUZAN SQUARE AVE.

AutoCAD SHX Text

PERKINS ROAD EDGE OF TRAVEL LANE

AutoCAD SHX Text

REQ'D SIDEWALK

AutoCAD SHX Text

REQ'D SIDEWALK

AutoCAD SHX Text

ELEV.=36.11

AutoCAD SHX Text

ELEV.=36.55

AutoCAD SHX Text

ELEV.=36.73

AutoCAD SHX Text

ELEV.=35.99

AutoCAD SHX Text +1.91%

AutoCAD SHX Text

ELEV.=36.48

AutoCAD SHX Text +0.37%

AutoCAD SHX Text

ELEV.=36.62

AutoCAD SHX Text -0.15%

AutoCAD SHX Text +0.18%

AutoCAD SHX Text

ELEV.=36.00

AutoCAD SHX Text -1.37%

AutoCAD SHX Text

PLAN AND PROFILES

AutoCAD SHX Text

AutoCAD SHX Text 6-24-2026

AutoCAD SHX Text

DHD

AutoCAD SHX Text

JRG

AutoCAD SHX Text

DHD

AutoCAD SHX Text

DHD

AutoCAD SHX Text N/A

AutoCAD SHX Text

24-EN-HC-0026

AutoCAD SHX Text

EAST BATON ROUGE PARISH

AutoCAD SHX Text

GLASGOW AVE. SIDEWALKS (HYACINTH AVE. TO PERKINS RD.)

AutoCAD SHX Text

NUMBER

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PROJECT

AutoCAD SHX Text

STATE

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

DETAILED

AutoCAD SHX Text

PROJECT

AutoCAD SHX Text

CITY

AutoCAD SHX Text

PARISH

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISION DESCRIPTION

AutoCAD SHX Text

MEYER ENGINEERS, LTD.

AutoCAD SHX Text

LEFT PROFILE

AutoCAD SHX Text

RIGHT PROFILE

AutoCAD SHX Text

GLASGOW AVENUE

AutoCAD SHX Text

(ASPHALT)

AutoCAD SHX Text

ROUZAN SQUARE AVE.

AutoCAD SHX Text

(ASPHALT) STA. 36+21.48

AutoCAD SHX Text

AutoCAD SHX Text Scale: 1"=20'

AutoCAD SHX Text

PERKINS ROAD

AutoCAD SHX Text

(CONCRETE) STA. 39+32.74

AutoCAD SHX Text 34+00

AutoCAD SHX Text 35+00

AutoCAD SHX Text 36+00

AutoCAD SHX Text 37+00

AutoCAD SHX Text 38+00

AutoCAD SHX Text 39+00

AutoCAD SHX Text 6-24-2026

AutoCAD SHX Text 8/10/2026

AutoCAD SHX Text

STANDARD DETAIL REFERENCED REVISED

AutoCAD SHX Text

JRG

AutoCAD SHX Text

60' RIGHT-OF-WAY, TYP.

AutoCAD SHX Text

GLASGOW AVE.

AutoCAD SHX Text

APP. R/W

AutoCAD SHX Text

APP. R/W

AutoCAD SHX Text

EXIST. PAVEMENT

AutoCAD SHX Text

EXISTING TYPICAL SECTION - @ GLASGOW MIDDLE SCHOOL

AutoCAD SHX Text

SCALE: 1" = 6' 1" = 6' STA. 12+36.00 TO 14+24.98

AutoCAD SHX Text ±14'

AutoCAD SHX Text

EX. OR REQ'D DRAINAGE

AutoCAD SHX Text

EX. DRAIN LINE

AutoCAD SHX Text

4' SIDEWALK

AutoCAD SHX Text

EX. SIDEWALK TO REMAIN. GRIND JOINTS TO BE ADA COMPLIANT

AutoCAD SHX Text

20' ASPHALT ROADWAY

AutoCAD SHX Text

60' RIGHT-OF-WAY, TYP.

AutoCAD SHX Text

GLASGOW AVE.

AutoCAD SHX Text

APP. R/W

AutoCAD SHX Text

APP. R/W

AutoCAD SHX Text

EXIST. PAVEMENT

AutoCAD SHX Text

REQUIRED TYPICAL SECTION - @ GLASGOW MIDDLE SCHOOL

AutoCAD SHX Text

SCALE: 1" = 6' 1" = 6' STA. 12+36.00 TO 14+24.98

AutoCAD SHX Text

1% DESIRED 2% MAX. (TYP.)

AutoCAD SHX Text 2'

AutoCAD SHX Text 1%

AutoCAD SHX Text

6" CONCRETE SIDEWALK ADJACENT TO ROAD

AutoCAD SHX Text 2'

AutoCAD SHX Text

7' MIN. - 10' MAX.

AutoCAD SHX Text ±14'

AutoCAD SHX Text

EX. OR REQ'D DRAINAGE

AutoCAD SHX Text

EX. DRAIN LINE

AutoCAD SHX Text

GRADE SHOWN ON PROFILE

AutoCAD SHX Text

REQ'D 6" SIDEWALK

AutoCAD SHX Text 1'

AutoCAD SHX Text

1% DESIRED 2% MAX. (TYP.)

AutoCAD SHX Text LEGEND: SEED AND FERTILIZE SOD 4" THICK CONCRETE SIDEWALK - ALL RAMPS SHOULD BE 6" UNLESS OTHERWISE NOTED EMBANKMENT SLOTTED BARRIER CURB AND GUTTER (PAY ITEM 9070200) SAWCUT EXISTING PAVEMENT AGGREGATE SURFACE COURSE

AutoCAD SHX Text

5' CURB TYP.

AutoCAD SHX Text

1' GAP TYP.

AutoCAD SHX Text

CONTINUOUS GUTTER BOTTOM

AutoCAD SHX Text

BARRIER CURB

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text

ASPHALT ROADWAY

AutoCAD SHX Text

SLOTTED BARRIER CURB AND GUTTER DETAIL

AutoCAD SHX Text

SCALE: 1" = 5' 1" = 5' STA 12+36 TO STA. 14+24.98, LT.

AutoCAD SHX Text

TYPICAL SECTIONS

AutoCAD SHX Text 6-24-2026

AutoCAD SHX Text

DHD

AutoCAD SHX Text

JRG

AutoCAD SHX Text

DHD

AutoCAD SHX Text

DHD

AutoCAD SHX Text N/A

AutoCAD SHX Text

24-EN-HC-0026

AutoCAD SHX Text

EAST BATON ROUGE PARISH

AutoCAD SHX Text

GLASGOW AVE. SIDEWALKS (HYACINTH AVE. TO PERKINS RD.)

AutoCAD SHX Text

NUMBER

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PROJECT

AutoCAD SHX Text

STATE

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

DETAILED

AutoCAD SHX Text

PROJECT

AutoCAD SHX Text

CITY

AutoCAD SHX Text

PARISH

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISION DESCRIPTION

AutoCAD SHX Text

MEYER ENGINEERS, LTD.

AutoCAD SHX Text 6-24-2026

AutoCAD SHX Text

AutoCAD SHX Text 8/10/2026

AutoCAD SHX Text

CALLOUT REVISED

AutoCAD SHX Text

JRG

AutoCAD SHX Text

ITEM NO.

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

UNITS

AutoCAD SHX Text

SUMMARY OF ESTIMATED QUANTITIES

AutoCAD SHX Text

QUANTITY

AutoCAD SHX Text

AutoCAD SHX Text 1151300

AutoCAD SHX Text

RESTORE ASPHALT CONCRETE PAVEMENT AND BASE

AutoCAD SHX Text

MGAL

AutoCAD SHX Text

AutoCAD SHX Text 2020100

AutoCAD SHX Text

REMOVAL OF STRUCTURES AND OBSTRUCTIONS

AutoCAD SHX Text 2020600

AutoCAD SHX Text

REMOVAL OF CONCRETE WALKS & DRIVES

AutoCAD SHX Text 2020900

AutoCAD SHX Text

SAW CUTTING CONCRETE OR ASPHALT

AutoCAD SHX Text 2030800

AutoCAD SHX Text

EXCAVATION AND EMBANKMENT

AutoCAD SHX Text 4010100

AutoCAD SHX Text

TRAFFIC MAINTENANCE AGGREGATE

AutoCAD SHX Text 7010215

AutoCAD SHX Text 7010318

AutoCAD SHX Text 7010908

AutoCAD SHX Text

8" PLASTIC PIPE

AutoCAD SHX Text 7020301

AutoCAD SHX Text

GRATE INLET (CPS 702-20)

AutoCAD SHX Text 7021000

AutoCAD SHX Text

ADJUSTING DRAIN MANHOLES, INLETS AND JUNCTION BOXES

AutoCAD SHX Text

AutoCAD SHX Text 9030900

AutoCAD SHX Text 9031000

AutoCAD SHX Text 9031500

AutoCAD SHX Text 9031600

AutoCAD SHX Text 9050100

AutoCAD SHX Text 9070306

AutoCAD SHX Text 9070406

AutoCAD SHX Text 9090100

AutoCAD SHX Text

15" REINFORCED CONCRETE PIPE

AutoCAD SHX Text

18" EQUIV. REINFORCED CONCRETE PIPE ARCH

AutoCAD SHX Text

FERTILIZER

AutoCAD SHX Text

WATER

AutoCAD SHX Text

SLAB SOD

AutoCAD SHX Text

STORMWATER POLLUTION PREVENTION PLAN

AutoCAD SHX Text

TEMPORARY SIGNS AND BARRICADES

AutoCAD SHX Text

6" CONCRETE WALK

AutoCAD SHX Text

6" CONCRETE DRIVES

AutoCAD SHX Text

MOBILIZATION

AutoCAD SHX Text

TRUNCATED DOME INSET (SIDEWALK HANDICAP RAMPS)

AutoCAD SHX Text

AutoCAD SHX Text 400.0

AutoCAD SHX Text 675.0

AutoCAD SHX Text

CONCRETE CURB AND GUTTER (2 FT. WIDE)

AutoCAD SHX Text

AutoCAD SHX Text 9070200

AutoCAD SHX Text 7020701

AutoCAD SHX Text

DRAIN MANHOLE (CPS 702-31)

AutoCAD SHX Text

AutoCAD SHX Text 9030800

AutoCAD SHX Text

SEED

AutoCAD SHX Text 9900006

AutoCAD SHX Text 2010100

AutoCAD SHX Text

CLEARING AND GRUBBING

AutoCAD SHX Text

AutoCAD SHX Text 7010324

AutoCAD SHX Text

24" EQUIV. REINFORCED CONCRETE PIPE ARCH

AutoCAD SHX Text

INTEGRAL CONCRETE CURB (6" BARRIER)

AutoCAD SHX Text 9070106

AutoCAD SHX Text

CONCRETE COLLAR

AutoCAD SHX Text

AutoCAD SHX Text 9900009

AutoCAD SHX Text

PEDESTRIAN HAND RAILING

AutoCAD SHX Text

AutoCAD SHX Text 9900071

AutoCAD SHX Text

TREE TRIMMING AND PRUNING

AutoCAD SHX Text 2010504

AutoCAD SHX Text

COLD MIX ASPHALT PAVEMENT

AutoCAD SHX Text 9900072

AutoCAD SHX Text

AutoCAD SHX Text 2020700

AutoCAD SHX Text

REMOVAL OF CONCRETE CURBS

AutoCAD SHX Text

AutoCAD SHX Text 9070408

AutoCAD SHX Text

8" CONCRETE DRIVES

AutoCAD SHX Text

AutoCAD SHX Text 12.0

AutoCAD SHX Text 1112100

AutoCAD SHX Text

ADJUSTING VALVE BOXES

AutoCAD SHX Text

AutoCAD SHX Text 9070304

AutoCAD SHX Text

4" CONCRETE WALK

AutoCAD SHX Text

AutoCAD SHX Text 1900.0

AutoCAD SHX Text 8024000

AutoCAD SHX Text

ADJUSTED SANITARY SEWER LATERAL CONNECTIONS

AutoCAD SHX Text

AutoCAD SHX Text 9020104

AutoCAD SHX Text

4-FT. CHAIN LINK FENCE

AutoCAD SHX Text

AutoCAD SHX Text 9050200

AutoCAD SHX Text

TRAFFIC SIGNS

AutoCAD SHX Text

AutoCAD SHX Text 1112103

AutoCAD SHX Text

ADJUSTING UTILITY BOXES

AutoCAD SHX Text

AutoCAD SHX Text 2020500

AutoCAD SHX Text

REMOVAL OF ASPHALT SURFACING AND BASE

AutoCAD SHX Text

AutoCAD SHX Text 7010224

AutoCAD SHX Text

24" REINFORCED CONCRETE PIPE

AutoCAD SHX Text 7020502

AutoCAD SHX Text

WEIR INLET (CPS 702-41)

AutoCAD SHX Text

AutoCAD SHX Text 7020901

AutoCAD SHX Text

TRENCH DRAIN (12" WIDTH)

AutoCAD SHX Text

AutoCAD SHX Text 7010624

AutoCAD SHX Text

24" EQUIV. BITUMINOUS COATED CORRUGATED METAL PIPE ARCH

AutoCAD SHX Text

CLEANING EXISTING PIPES

AutoCAD SHX Text 9900042

AutoCAD SHX Text

LOCATIONS TO BE DETERMINED BY PROJECT ENGINEER

AutoCAD SHX Text

AutoCAD SHX Text 1195324

AutoCAD SHX Text

TWENTY-FOUR (24) INCH WIDE THERMOPLASTIC REFLECTIVE STRIPING (125 MIL)

AutoCAD SHX Text

AutoCAD SHX Text 1195601

AutoCAD SHX Text

REMOVAL OF EXISTING PAVEMENT MARKINGS

AutoCAD SHX Text

TREE ROOT PROTECTION

AutoCAD SHX Text

AutoCAD SHX Text 9900070

AutoCAD SHX Text 1195104

AutoCAD SHX Text

FOUR (4) INCH WIDE THERMOPLASTIC REFLECTIVE STRIPING (90 MIL)

AutoCAD SHX Text

AutoCAD SHX Text 6-24-2026

AutoCAD SHX Text

DHD

AutoCAD SHX Text

JRG

AutoCAD SHX Text

DHD

AutoCAD SHX Text

DHD

AutoCAD SHX Text N/A

AutoCAD SHX Text

24-EN-HC-0026

AutoCAD SHX Text

EAST BATON ROUGE PARISH

AutoCAD SHX Text

GLASGOW AVE. SIDEWALKS (HYACINTH AVE. TO PERKINS RD.)

AutoCAD SHX Text

NUMBER

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PROJECT

AutoCAD SHX Text

STATE

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

DETAILED

AutoCAD SHX Text

PROJECT

AutoCAD SHX Text

CITY

AutoCAD SHX Text

PARISH

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISION DESCRIPTION

AutoCAD SHX Text

MEYER ENGINEERS, LTD.

AutoCAD SHX Text

SUMMARY OF ESTIMATED QUANTITIES

AutoCAD SHX Text 6-24-2026

AutoCAD SHX Text 8/10/2026

AutoCAD SHX Text

QUANTITY REVISED

AutoCAD SHX Text

JRG

AutoCAD SHX Text jgroom Text Box

24-EN-HC-0026

jgroom Text Box

24-1130-0052 Glasgow Ave. Revised PP5.pdf

Sheets and Views

24-1130-0052 Glasgow Ave. Revised PP9.pdf

Sheets and Views

24-1130-0052 Glasgow Ave. Revised SOEQ.pdf

Sheets and Views

24-1130-0052 Glasgow Ave. Revised Typ. Sect. 2a.pdf

Sheets and Views

File details come from the government source that posted it. Updated Aug 24, 2026.