26Q0018 - Drawings Rev02.pdf

PDF 4 MB Posted Aug 25, 2026

Attached to: NEC - Warehouse Parking Lot
Solicitation number: 19PM0726Q0018
Issued by: Department of State

About this file

Written by GovTribe AI · Aug 25, 2026

This document is a set of architectural and engineering drawings for a parking lot construction project at the U.S. Embassy in Panama City. The project involves the construction of a new proposed parking lot within the embassy compound, designated as the WH Building/GOV Parking Lot project under the National Electrical Code (NEC) - WH Parking Lot designation.

The drawings provide comprehensive design specifications across four sheets, including site location plans, structural layouts, new proposed parking configurations, and existing infrastructure documentation. The parking lot design features multiple parking spaces with dimensions of 7.40m and 7.60m widths and 2.70m depth (typical), organized in rows with specific turning radii of R3.32m and R1.30m for circulation. Storm water drainage infrastructure is detailed with specifications for 18-inch drainage pipes (both over and under), grilles (Irving 14 x 2 type), concrete flared end sections, and curb and gutter systems. Existing infrastructure including sanitary and storm sewer systems, electrical and demark service manholes, and gravel leveling are identified for coordination. The specifications require contractor submission of shop drawings for approval by the Contracting Officer's Representative prior to construction, confirmation of geotechnical requirements, as-built documentation at project completion, and a pre-construction meeting to clarify demolition scope. All parking lot and sidewalk levels are designed to match existing infrastructure where applicable, with minimal demolition required.

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Other files

File	Type	Posted
26Q0018 - Amendment 002.pdf	PDF	Sep 9, 2026
26Q0018 - SCHEDULE TEMPLATE -60_Day.pdf	PDF	Aug 25, 2026
26Q0018 - Amendment 0001.pdf	PDF	Aug 25, 2026
26Q0018 - PreproposalMinutes Rev02.pdf	PDF	Aug 25, 2026
26Q0018 - Attachment 2 SOW Rev02.pdf	PDF	Aug 25, 2026
26Q0018 - Attachment 2 SOW Rev01.pdf	PDF	Aug 21, 2026
26Q0018 - SOW SUMMARY REVISIONS.pdf	PDF	Aug 21, 2026
26Q0018 - PreproposalMinutes.pdf	PDF	Aug 21, 2026
26Q0018 - Drawings Rev01.pdf	PDF	Aug 21, 2026
26Q0018 - SCHEDULE TEMPLATE.pdf	PDF	Aug 21, 2026
26Q0018 - SF18 Cover Page.pdf	PDF	Jul 28, 2026
26Q0018 - Invitation letter .pdf	PDF	Jul 28, 2026
26Q0018 - Attachment to SF18.pdf	PDF	Jul 28, 2026
26Q0018 - Attachment 3 DRAWINGS.pdf	PDF	Jul 28, 2026
26Q0018 - Attachment 2 SOW.pdf	PDF	Jul 28, 2026

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Grades_Proposal G rades P roposal (1 ).ti f

PARKIN

G LO

T B

7.40m

7.6 0m

2.70m

(TYP)

m (T

7.40m

4.80m

7.60m

6.70m

m 7.

3.70m

7.40m

7.54m

3.80m

7.60m

3.7 0m

1.60m

2.70m

(TYP)

7.40m

DROP OFF

14.80m

3.8 0m

2.70m

(TYP)

m (T

5.50m

5.5 0m

m (T

2.70m

(TYP)

6.00m

CLEAR

ZONE

6.00m

CLEAR

ZONE

6.0 0m

CLE

63.35m

SETBACK

30.16m

SETBACK

.93 m

SETBACK

11.16m

9.24m

8.0 0m

0.30m

1.71m

0.30m

2.34m

2.93m 0.30m

1.70m

0.30m

1.70 M

CONS

ECON

MGT

PAS

POL

RSO

DAO

DEA

HSI

ODC

TAT

TSA

LES

O.T.

YEAR

EXEC

LESENIOR

OFL

PARKING LOT C

2.00m

1.65m

m2.13m

OFF

VIS

OFF

VIS

OFF

VIS

36 37 38 39 40 41 42 43 44 45

MP MP MP MP MP MP MP MP MP MP

46 47 48 49 50 51 52 53 54 55

MP MP MP MP MP GOV GOV GOV GOV GOV

56 57 58 59 60 61 62 63

WH WH WH WH GOV GOV GOV GOV

EXEC

OFF

VIS

CDC

MED

RES

RAO

Sheet NumberDate

Classification

Project Number

Checked By

Drawn By

DOS/OBO Contract Number

CADD File Name

OBO Project Number Drawing Scale

Phase

SITE LOCATION

PROJECT NAME

United States Department of State

OVERSEAS BUILD OPERATIONS

1/4

PROJECT LOCATION WITHIN COMPOUND

WH BUILDING / GOV Parking Lot U.S Embassy Panama City

NTS

NEC - WH Parking Lot

AutoCAD SHX Text

2M WIDE CONCRETE SIDEWALK

AutoCAD SHX Text

1.5M LANDSCAPE BUFFER BETWEEN CURB AND SIDEWALK

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HOT-MIX ASPHALT PAVEMENT, ENTRY AND DROPOFF WITH 150 MM CONCRETE CURB/GUTTER

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2M WIDE CONCRETE SIDEWALK

AutoCAD SHX Text CONCRETE INTERIOR ROAD, 6.7M WIDE WITH 150 mm RAISED CONCRETE CURB/GUTTER ON BOTH SIDES.

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PROPERTY LINE

AutoCAD SHX Text CONCRETE INTERIOR ROAD, 7.6M WIDE WITH 150 mm RAISED CONCRETE CURB/GUTTER ON BOTH SIDES.

AutoCAD SHX Text

45 FT. MIN.

AutoCAD SHX Text 0+060

AutoCAD SHX Text 0+080

AutoCAD SHX Text 0+100

AutoCAD SHX Text 0+120

AutoCAD SHX Text 0+140

AutoCAD SHX Text 0+160

AutoCAD SHX Text 0+180

AutoCAD SHX Text 0+200

AutoCAD SHX Text 0+220

AutoCAD SHX Text 0+240

AutoCAD SHX Text 0+260

AutoCAD SHX Text 0+280

AutoCAD SHX Text 0+300

AutoCAD SHX Text 0+320

AutoCAD SHX Text 0+340

AutoCAD SHX Text 0+360

AutoCAD SHX Text 0+380

AutoCAD SHX Text 0+400

AutoCAD SHX Text

ANTI-CLIMB FENCE (2.1 M)

AutoCAD SHX Text

ANTI-CLIMB DOUBLE SWING GATE

AutoCAD SHX Text

ANTI-CLIMB RETAINING WALL STUCCO FACED AND CAPPED (2.75 M)

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ANTI-CLIMB FENCE (2.7 M) ON RETAINING WALL (900 MM) STONE FACED AND CAPPED

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ANTI-CLIMB FENCE (2.1 M)

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ANTI-CLIMB FENCE (2.1 M)

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GUARD BOOTH AND GATE

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PROPERTY LINE

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STAIRS (TYP.)

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CHANCERY NEW OFFICE BUILDING (NOB)

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CONSULAR CAC

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DELIVERY SERVICE AREA

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SERVICE CAC

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STAFF PARKING

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STAFF PARKING

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STAFF PARKING

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MAIN CAC

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OFFICE GOVERNMENT VEHICLE PARKING

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STAFF GARDEN

AutoCAD SHX Text REFER TO ARCHITECTURAL AND LANDSCAPING DRAWINGS FOR NOB ENTRANCE PLAZA PAVER AND PLANTING DETAILS

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2M WIDE CONCRETE SIDEWALK

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STORMWATER MANAGEMENT BASIN

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ASPHALT PAVEMENT (TYP)

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ASPHALT PAVEMENT (TYP)

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ASPHALT PAVEMENT (TYP)

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CONCRETE PAVEMENT (TYP)

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CONSULAR GARDEN

AutoCAD SHX Text R=4M

AutoCAD SHX Text R=17M

AutoCAD SHX Text R=4M

AutoCAD SHX Text R=5M

AutoCAD SHX Text R=6M

AutoCAD SHX Text R=10M

AutoCAD SHX Text R=20M

AutoCAD SHX Text R=4M

AutoCAD SHX Text R = 246.80M

AutoCAD SHX Text R = 273.40M

AutoCAD SHX Text R = 300.00M

AutoCAD SHX Text R=7M

AutoCAD SHX Text 0+000

AutoCAD SHX Text 0+020

AutoCAD SHX Text 0+040

AutoCAD SHX Text 0+060

AutoCAD SHX Text 0+080

AutoCAD SHX Text 0+100

AutoCAD SHX Text 0+120

AutoCAD SHX Text 0+140

AutoCAD SHX Text 0+157.691

AutoCAD SHX Text 0+000

AutoCAD SHX Text 0+020

AutoCAD SHX Text 0+040

AutoCAD SHX Text 0+060

AutoCAD SHX Text 0+080

AutoCAD SHX Text 0+100

AutoCAD SHX Text 0+120

AutoCAD SHX Text 0+060

AutoCAD SHX Text 0+080

AutoCAD SHX Text 0+100

AutoCAD SHX Text

SITE SIGNAGE (TYP)

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STAIRS (TYP.)

AutoCAD SHX Text R=102.75M

AutoCAD SHX Text R=22.25M

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DROP OFF AREA

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150 MM CONCRETE CURB AND GUTTER (TYP.)

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2M WIDE CONCRETE SIDEWALK

AutoCAD SHX Text R=14.3M

AutoCAD SHX Text R=20M

AutoCAD SHX Text R=18M

AutoCAD SHX Text R=14.3M

AutoCAD SHX Text R=8M

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WAREHOUSE

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SUPPORT ANNEX (GSO)

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BASEMENT FOOTPRINT

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BASEMENT FOOTPRINT

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6 METER CLEAR ZONE

AutoCAD SHX Text R=10M

AutoCAD SHX Text R=1.6M

AutoCAD SHX Text R=21.8M

AutoCAD SHX Text R=17M

AutoCAD SHX Text CENTERLINE STRIPING 2 x 100 MM STRIPES WITH 100 MM SPACE BETWEEN STRIPES (TYP)

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VEHICLE STOP BAR STRIPING 300 MM WIDE (TYP)

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EMERGENCY ACCESS DRIVE ASPHALT PAVEMENT (NO CURB)

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300 MM WIDE WHITE PAINTED STOP BAR (TYP)

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100 MM WIDE WHITE PARKING LOT STRIPING (TYP)

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100 MM WIDE DOUBLE YELLOW PAINTED CENTERLINE STRIPING (TYP)

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SITE SIGNAGE (TYP)

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FLAGPOLE

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SITE SIGNAGE (TYP)

AutoCAD SHX Text sht 320

AutoCAD SHX Text sht 321

AutoCAD SHX Text sht 322

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ADA RAMP

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ADA RAMP

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ADA HANDRAIL

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ADA RAMP PER PTY-CSK-806

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0.30 M WIDE STEP (HEIGHT VARIES)

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CANOPY LIMIT (TYP)

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1.22 M WIDE OPENING IN HANDRAIL

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STORM WATER DRAINAGE

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STORM WATER DRAINAGE

AutoCAD SHX Text

AutoCAD SHX Text 60%%%

AutoCAD SHX Text 90%%%

AutoCAD SHX Text 100%%%

AutoCAD SHX Text

XXXXX

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2026FAC003

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UNCLASSIFIED

AutoCAD SHX Text 50%%%

AutoCAD SHX Text 8-18-2026

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WH-DETAILS

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K.GATELY

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F.NICOSIA

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SCALE

R3.32

R1.3

6.74

R3.32

R1.3

ARCHITECTURE

SCALE 1:200

STRUCTURE

SCALE 1:200

STORM WATER DRAINAGE

SCALE 1:200

Sheet NumberDate

Classification

Project Number

Checked By

Drawn By

DOS/OBO Contract Number

CADD File Name

OBO Project Number Drawing Scale

Phase

NEW PROPOSED

PARKING

PROJECT NAME

United States Department of State

OVERSEAS BUILD OPERATIONS

2/4

NOTE:

1. CONTRACTORS SHALL PRESENT A SHOP DRAWING TO BE APPROVED BY

COR BEFORE CONSTRUCTION.

2. THIS PLANS ARE FOR SCHEMATIC REFERENCE AND SHOULD BE

WITH THE COR.

3. THE CONTRACTOR SHOULD SUBMIT AS-BUILT DRAWINGS AT THE END OF

CONSTRUCTION. INCLUDING ANY ADDENDA OR ANY CHANGES.

4. PARKING LEVELS AND SIDEWALK LEVEL WILL BE THE SAME.

5. ALL RIDGE LINES SHALL BE FROM THE SIDEWALK LEVEL TO THE NEW

DRAINAGES.

NEW PROPOSED PARKING LOT

WH BUILDING / GOV Parking Lot U.S Embassy Panama City

NEC - WH Parking Lot

AutoCAD SHX Text 0+040

AutoCAD SHX Text 0+060

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EXISTING SIDEWALK DO NOT DEMOLISH

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EXISTING SIDEWALK DO NOT DEMOLISH

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DOWN

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GOV PARKING LOT

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PARKING LOT AND SIDEWALK WILL HAVE THE SAME LEVEL ALONG THIS SIDEWALK

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EXISTING STORM CATCHING BOX

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NEW STORM CATCHING BOX 60X60 CM

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NEW STORM CATCHING BOX 60X60 CM

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PARKING LOT AND SIDEWALK WILL HAVE THE SAME LEVEL ALONG THIS SIDEWALK

AutoCAD SHX Text 0+040

AutoCAD SHX Text 0+060

AutoCAD SHX Text WELDED WIRE MESH 150mm X 150mm

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CONCRETE JOINTS NOT DOWELLED

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CONCRETE JOINTS NOT DOWELLED

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CONCRETE JOINTS NOT DOWELLED

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EXISTING SIDEWALK DO NOT DEMOLISH

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EXISTING SIDEWALK DO NOT DEMOLISH

AutoCAD SHX Text

AutoCAD SHX Text 0+040

AutoCAD SHX Text 0+060

AutoCAD SHX Text

WAREHOUSE

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SEE ISLE #1 DETAIL

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EXISTING PIPING (NIC)

AutoCAD SHX Text

10 IN PVC SDR-26

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10 IN PVC SDR-26

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10 IN PVC

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DOWN

AutoCAD SHX Text LINEAR GRILLE Top elev.:26.00mt INV elev.:25.2mt

AutoCAD SHX Text 1% slope

AutoCAD SHX Text SWCB#1 Top elev.:26.00MTS INV elev.:25.14MTS

AutoCAD SHX Text SWCB#2 Top elev.:26.00mt Bottom elev.:25.03

AutoCAD SHX Text SWCB#3 Top elev.:26.00 Bottom elev.:24.88mt

AutoCAD SHX Text

FLOOR SLOPE NOT LESS THAN 1%

AutoCAD SHX Text

AutoCAD SHX Text 60%%%

AutoCAD SHX Text 90%%%

AutoCAD SHX Text 100%%%

AutoCAD SHX Text

XXXXX

AutoCAD SHX Text xxxxxxxxx

AutoCAD SHX Text

UNCLASSIFIED

AutoCAD SHX Text 50%%%

AutoCAD SHX Text 8-18-2026

AutoCAD SHX Text

WH-DETAILS

AutoCAD SHX Text

K.GATELY

AutoCAD SHX Text

F.NICOSIA

m C

3.80m

m 6.

DEMOLITION PLAN

SCALE 1:200

EXISTING STORM AND SANITARY INFRASTRUCTURE

SCALE 1:200

EXISTING INFRASTRUCTURE Sheet NumberDate

Classification

Project Number

Checked By

Drawn By

DOS/OBO Contract Number

CADD File Name

OBO Project Number Drawing Scale

Phase

EXISTING

INFRASTRUCTURE

PROJECT NAME

United States Department of State

OVERSEAS BUILD OPERATIONS

3/4

WH BUILDING / GOV Parking Lot U.S Embassy Panama City

NOTE:

1. ALL LOCATION OF EXISTING INFRASTRUCTURE ARE

PROVIDED AS SCHEMATIC AND CONTRACTOR SHALL

CONDUCT A SURVEY WITH TOPOGRAPHY.

2. CONTRACTOR TO CONFIRM GEOTECH REPORT FOR

SOIL REQUIREMENTS. ACCORDIGN TO CONTRACT

3. CONTRACTOR TO HOLD A PRE-CONSTRUCTION

MEETING TO CLARIFY THE SCOPE OF DEMOLITION..

4. EXISTING CONCRETE SIDEWALK AT THE WAREHOUSE

BUILDING TO REMAIN.

5. EXISTING GRAVEL LEVELING TO REMAIN

6. EXISTING INFRASTRUCTURE LEVELING TO REMAIN. NO

DEMOLITION NEEDED TO MEET NEW LEVELS.

7. EXISTING SIDEWALK LEVELS WILL BE THE SAME AS

THE PARKING LOT.

NEC - WH Parking Lot

AutoCAD SHX Text

STAFF PARKING

AutoCAD SHX Text 0+020

AutoCAD SHX Text 0+040

AutoCAD SHX Text 0+060

AutoCAD SHX Text

EXISTING GRAVEL SERVICE ACCESS

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EXISTING SANITARY SEWER

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NEW STORM DRAINAGE SEE PAGE 2/7

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EXISTING ELECT. MANHOLES

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EXISTING ELECT. MANHOLES

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EXISTING STORM DRAINAGE SEE PAGE 2/7

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EXISTING CONCRETE RAMP TO BE DEMOLISHED SEE PAGE 2 ARCHITECTURE

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EXISTING GRASS AREA TO BE DEMOLISHED

AutoCAD SHX Text

EXISTING SIDEWALK TO REMAIN

AutoCAD SHX Text

INCLUDE DEMOLITION OF 5 TREES FOR THE ROAD EXPANSION OF THIS PROJECT.

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STAFF PARKING

AutoCAD SHX Text 0+040

AutoCAD SHX Text 0+060

AutoCAD SHX Text

10.00M OF 450 MM RCP @ 2.00%

AutoCAD SHX Text FRENCH DRAIN AT 0.50% MIN - PER DETAIL ON SHEET C7.842 (EXACT LOCATION TO BE FIELD DETERMINED)

AutoCAD SHX Text

45.91 M OF 100 MM PVC SANITARY SEWER @ 3.46% INV WHE = 24.65

AutoCAD SHX Text

SANITARY SEWER MANHOLE DROP MH 1-4 RIM = 25.70 INV IN = 23.04 INV OUT = 21.63

AutoCAD SHX Text

AutoCAD SHX Text 1%

AutoCAD SHX Text

AutoCAD SHX Text 24.257

AutoCAD SHX Text 23.81

AutoCAD SHX Text 1%

AutoCAD SHX Text

AutoCAD SHX Text 0+060

AutoCAD SHX Text

STAFF PARKING

AutoCAD SHX Text 0+040

AutoCAD SHX Text 0+060

AutoCAD SHX Text

EXISTING PIPING (NIC)

AutoCAD SHX Text

DOWN

AutoCAD SHX Text

ESC. 1:20

AutoCAD SHX Text

AutoCAD SHX Text 0.5

AutoCAD SHX Text

AutoCAD SHX Text 1.5

AutoCAD SHX Text

MTS.

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STORM WATER DRAINAGE OVER 18"

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STORM WATER DRAINAGE UNDER 18"

AutoCAD SHX Text

ELECTRICAL MANHOLE

AutoCAD SHX Text

DEMARKATION POWER MANHOLE

AutoCAD SHX Text

DEMARKATION SIGNAL MANHOLE

AutoCAD SHX Text

SEWER MANHOLE

AutoCAD SHX Text 60%%%

AutoCAD SHX Text 90%%%

AutoCAD SHX Text 100%%%

AutoCAD SHX Text

XXXXX

AutoCAD SHX Text xxxxxxxxx

AutoCAD SHX Text

UNCLASSIFIED

AutoCAD SHX Text 50%%%

AutoCAD SHX Text 8-18-2026

AutoCAD SHX Text

WH-DETAILS

AutoCAD SHX Text

K.GATELY

AutoCAD SHX Text

F.NICOSIA

0.95

7.58

0.10 2.50

0.75 0.55

7.38 7.18

GRILLE TYPE IRVING 14 X 2- 12"

0.20

TOP VIEW

SCALE 1:50

STORM DRAINAGE GRILLE

0.95

0.95 0.55

0.64 0.70

2.03

PEAD

ø = 10"

DETAIL

A ø # 3 @ 20 cm

TWO WAY

VIEW B-B'

SCALE 1:50

0.15

Ø10"

0.300.41

1.30

1.70

7.18

0.20 0.20

0.640.83

0.20

CONCRETE

f'c =5,000 PSI

So = 4% So = 4%

2.50

GRILLE TYPE IRVING 14 X 2"

ø # 3 @ 20 cm

TWO WAY

0.21

CRUSH GRAVEL

0.70 0.70

0.05

CORTE A-A'

ESCALA 1:50

1.75

R3.32

R1.3

ISLE#1 DETAIL

SCALE 1:50

2.75 M

NO SCALE

Sheet NumberDate

Classification

Project Number

Checked By

Drawn By

DOS/OBO Contract Number

CADD File Name

OBO Project Number Drawing Scale

Phase

DETAILS

PROJECT NAME

United States Department of State

OVERSEAS BUILD OPERATIONS

4/4

1.75 M

DETAILS

WH BUILDING / GOV Parking Lot U.S Embassy Panama City

NEC - WH Parking Lot

AutoCAD SHX Text

5 MM NOMINAL ANNULAR SPACE

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OPEN GRATE

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NEENAH R-4990-FX DUCTILE IRON TRENCH FRAME & GRATE OR APPROVED EQUAL

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SIDEWALK

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COMPACTED SUBGRADE

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SEE PLAN FOR REQUIRED SIDEWALK WIDTH

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CURB

AutoCAD SHX Text CONC. SIDEWALK 25 MPa

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13 MM PREFORMED JOINT FILLER

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ASTM D 448 FOR SIZE NO. 57 STONE SUBBASE

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100 MM

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150 MM

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CONCRETE INTERIOR ROAD AND METER WIDE VEHICLE ACCESS

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COMPACTED FIRM SUBGRADE

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100 MM

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50 MM

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AGGREGATE BASE COURSE

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AGGREGATE BASE COURSE

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PRIME COAT

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150 MM

AutoCAD SHX Text CONCRETE JOINTED SLABS WITH 150 MM x 150 MM W1.4xW1.4 (CROSS-SECTIONAL AREA OF WIRE = 9 MM ) WELDED WIRE FABRIC REINFORCING. JOINTS @ 3.65 M O.C. NOT DOWELLED.

AutoCAD SHX Text

75 MM

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WELDED WIRE FABRIC

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SEE ISLE #1 DETAIL

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DOWN

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FLOOR SLOPE NOT LESS THAN 1%

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CURB & GUTTER TYPE A

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50 RADIUS

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SUBGRADE

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COMPACTED

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FINISHED GRADE

AutoCAD SHX Text 2%

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AutoCAD SHX Text THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBSURFACE COURSES PROVIDED A MINIMUM THICKNESS OF 150 IS MAINTAINED.

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AASHTO NO. 57 STONE SUBBASE

AutoCAD SHX Text N.T.S.

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TRENCH DRAIN DETAIL

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NOTE: CONSTRUCT PER MANUFACTURER'S SPECIFICATIONS

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250 PVC@ 2%

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5 MM NOMINAL ANNULAR SPACE

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OPEN GRATE

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NEENAH R-4990-FX DUCTILE IRON TRENCH FRAME & GRATE OR APPROVED EQUAL

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SIGNAGE

AutoCAD SHX Text 7.

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SIGN

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FOR ERECTION.

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ALL POSTS SHALL BE OF ADEQUATE LENGTH TO MEET THE REQUIREMENTS

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ALL STEEL POSTS AND BRACKETS SHALL BE CUT, BENT, AND HOLES PUNCHED

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POSTS MAY BE STEEL, ALUMINUM, OR TWO-PIECE U-POST.

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BOLTS SHALL NOT PROTRUDE MORE THAN 19 MM BEYOND THE NUT WHEN TIGHT

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AND ALL CURRENT AMENDMENTS.

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AutoCAD SHX Text 6.

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1240 MM

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1270 MM

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NOTES

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ALL POSTS SHALL BE EMBEDDED 1270 MM MINIMUM BELOW GRADE.

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WITH CURRENT A.S.T.M. SPECIFICATION A123-78 (OR LATEST REVISED).

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ON THIS DETAIL AND DIRECTIONAL SIGN SHEET.

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ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES

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25 MM O.C.

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10 MM DIA HOLES

AutoCAD SHX Text 2.

AutoCAD SHX Text 5.

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STOP

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AND DRILLED BEFORE GALVANIZING. GALVANIZING SHALL BE IN CONFORMANCE

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SIGN PANEL SIZES SHALL DETERMINE POST TYPE AND NUMBERS AS SHOWN

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BUT SHALL ENGAGE ALL THREADS IN THE NUT.

AutoCAD SHX Text 1.

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ALL TRAFFIC AND PEDESTRIAN SIGNAGE AND LOCATION SHALL BE IN

AutoCAD SHX Text 4.

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ONE WAY

AutoCAD SHX Text 900 MM x 300 MM

AutoCAD SHX Text R3-11C

AutoCAD SHX Text 760 MM x 760 MM

AutoCAD SHX Text R3-15C

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ENTER

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DO NOT

AutoCAD SHX Text R1-1

AutoCAD SHX Text 760 MM x 760 MM SIGN

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STOP

AutoCAD SHX Text F

AutoCAD SHX Text E

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AutoCAD SHX Text L

AutoCAD SHX Text C

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DIAMETER

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OF PIPE

AutoCAD SHX Text D

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

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TOE WALL

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END SECTION

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CULVERT LENGTH

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1:3 SLOPE

AutoCAD SHX Text 1:1

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EMBANKMENT SLOPE,

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VARIABLE

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END VIEW

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PLAN

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SECTION A-A

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CONCRETE FLARED END SECTIONS

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GROOVE ON OUTLET END SECTIONS,

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TONGUE ON INLET END SECTIONS

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TABLE A-DIMENSIONS (MM) FOR END SECTION

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FOR CONCRETE PIPE

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DIA

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UNCLASSIFIED

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SCALE

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F.NICOSIA

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K.GATELY

WH-DETAILS

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SITE LOCATION

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PARKING LOT ARCH

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UTILITIES AND DEMOLITION

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4. DETAILS

File details come from the government source that posted it. Updated Aug 25, 2026.