26Q0018 - Attachment 3 DRAWINGS.pdf

PDF 4 MB Posted Jul 28, 2026

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

About this file

Written by GovTribe AI · Jul 28, 2026

This is a shop drawing document for a Facilities and Maintenance Office project focused on a WH Parking Lot location, prepared by Francisco Nicosia and dated July 2026 with 100% release status.

The three-page drawing set includes detailed architectural and infrastructure plans at various scales. Page 1 presents an overall site location plan with aerial imagery and dimensional specifications (7.40m, 7.60m, 8.50m, 2.44m, 1.50m measurements). Page 2 contains comprehensive architectural, structural, and storm water drainage details for the parking lot infrastructure, including Isle #1 detail drawings, concrete specifications (f'c = 200 kg/cm² and f'c = 100 kg/cm²), grille type Irving dimensions, and reinforcement details (ø #3 @ 20 cm two-way). It also depicts parking lot layout with 8 designated spaces and existing scheduled demolition notes. Page 3 shows the demolition plan for existing infrastructure and the existing storm and sanitary infrastructure layout, including notation of existing concrete ramps, storm drainage systems, sanitary sewer connections, electrical conduits, and gravel service access. The drawings utilize standard scales ranging from 1:50 to 1:200, with technical cross-sections and elevation views supporting construction planning and coordination of utilities, drainage systems, and site layout modifications.

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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 - Drawings Rev02.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 2 SOW.pdf	PDF	Jul 28, 2026

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PARKIN

G LO

T B

7.40m

7.6 0m

8.50m

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

6.70m

2.70m

(TYP)

7.40m

DROP OFF

14.80m

3.8 0m

2.70m

(TYP)

m (T

5.50m

m (T

5.5 0m

m (T

2.70m

(TYP)

36.20m

SETBACK

6.00m C

LEAR

N E

m C

6.00m

CLEAR

ZONE

6.00m

CLEAR

ZONE

6.00mCLEARZONE

6.0 0m

CLE

6.00m

CLEAR

ZONE

63.35m

SETBACK

39.64m

SETBACK

33.58m

SETBACK

30.16m

SETBACK

.93 m

SETBACK

50.79m

SETBACK

2.44m

1.50m

11.16m

9.24m

8.0 0m

11.21m

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

1 2 3 4 5 6 7 8 9 10 11

FAC FAC FAC FAC FAC FAC FAC MP

COASTER

FAC FAC FAC MSG

N.A.

ACCESS

WORKSHOPS

14 15 16 17 18 19 20 21 22 23 24 25

N.A.FAC FAC FAC FAC FAC AV NCIS AV MPFAC AV MP AV MP AV DAO

AV MSG

27 28 29 30 31 32 33 34 35

FAC MP MP MP MP MP MP MP MP

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

CAR WASH

EXEC

OFF

VIS

ITO

CDC

MED

RES

RAO

FACILITIES AND MAINTENANCE

OFFICE

PREPARED BY:

FRANCISCO NICOSIA

SHOP DRAWING OF:

PAGE: 1/3

WH Parking Lot

Release: 100%

Location

Date: July 2026

AutoCAD SHX Text

2M WIDE CONCRETE SIDEWALK

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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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PROPOSED BUS PULLOFF

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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.

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ANTI-CLIMB WALL CONCRETE FACED (2.75 M)

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ANTI-CLIMB DOUBLE SWING GATE

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ANTI-CLIMB FENCE (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-RAM GATE

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45 FT. MIN.

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+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

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ANTI-CLIMB FENCE (2.1 M)

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ANTI-CLIMB DOUBLE SWING GATE

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ANTI-CLIMB FENCE (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 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 WALL STUCCO FACED AND CAPPED (2.75 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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PROPERTY LINE

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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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GUIDERAIL (TYP.)

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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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PROPERTY LINE

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GUIDERAIL (TYP.)

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STORMWATER MANAGEMENT BASIN

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3M WIDE VEHICLE ACCESS

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2M WIDE CONCRETE SIDEWALK

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2M WIDE CONCRETE SIDEWALK

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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+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

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SITE SIGNAGE (TYP)

AutoCAD SHX Text SITE BENCHMARK - ELEVATION IS BASED ON ASSUMED DATUM, BM ELEVATION 14.00 (ACTUAL ELEV. 26.876)

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STAIRS (TYP.)

AutoCAD SHX Text R=4M

AutoCAD SHX Text R=102.75M

AutoCAD SHX Text R=27.75M

AutoCAD SHX Text R=22.25M

AutoCAD SHX Text R=27.75M

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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

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STAIRS

AutoCAD SHX Text 0+120

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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DEPRESSED CURB

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WAREHOUSE

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SUPPORT ANNEX (GSO)

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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

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DEPRESSEED CURB

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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45 FT. MIN.

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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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SWIMMING POOL AND BATH HOUSE

AutoCAD SHX Text

TENNIS COURT

AutoCAD SHX Text

SITE SIGNAGE (TYP)

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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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ROOF OVERHANG PROJECTION

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STORM WATER DRAINAGE

AutoCAD SHX Text

STORM WATER DRAINAGE

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R3.32

R1.3

6.74

R3.32

R1.3

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 ø # 3 @ 20 cm

TWO WAY

0.640.83

0.20

CONCRETE

f'c = 200 kg / cm2

So = 4% So = 4%

2.50

GRILLE TYPE IRVING 14 X 2"

ø # 3 @ 20 cm

TWO WAY

0.21

SIMPLE CONCRETE

SLAP f'c = 100 kg / cm2

0.70 0.70

0.05

CORTE A-A'

ESCALA 1:50

1.75

R3.32

R1.3

SHOP DRAWING OF:

FACILITIES AND MAINTENANCE

OFFICE

PREPARED BY:

FRANCISCO NICOSIA

PAGE: 2/3

WH Parking Lot

Release: 100%

ARCHITECTURE

SCALE 1:200

STRUCTURE

SCALE 1:200

STORM WATER DRAINAGE

SCALE 1:200

Architecture - Structure Infrastructure Date: July 2026

ISLE#1 DETAIL

SCALE 1:75

2.75 M

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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CONCRETE CURB TYPE B AROUND PARKING PERIMETER SEE CONSTRUCTION DET.

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CONCRETE CURB TYPE B AROUND PARKING PERIMETER SEE CONSTRUCTION DET.

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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

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 0+040

AutoCAD SHX Text 0+060

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WAREHOUSE

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SEE ISLE #1 DETAIL

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EXISTING PIPING (NIC)

AutoCAD SHX Text

10 IN PVC SDR-26

AutoCAD SHX Text

10 IN PVC SDR-26

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10 IN PVC

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DOWN

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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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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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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

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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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ASPHALT BINDER 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.

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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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CURB & GUTTER TYPE B

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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.

AutoCAD SHX Text 3.

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

AutoCAD SHX Text

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

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

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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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ESC. 1:20

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AutoCAD SHX Text 0.5

AutoCAD SHX Text

AutoCAD SHX Text 1.5

MTS.

m C

3.80m

m 6.

SHOP DRAWING OF:

FACILITIES AND MAINTENANCE

OFFICE

PREPARED BY:

FRANCISCO NICOSIA

PAGE: 3/3

WH Parking Lot

Release: 100%

DEMOLITION PLAN

SCALE 1:200

EXISTING STORM AND SANITARY INFRASTRUCTURE

SCALE 1:200

Demolition Plan Existing Infrastructure

Date: July 2026

AutoCAD SHX Text

STAFF PARKING

AutoCAD SHX Text 0+020

AutoCAD SHX Text 0+040

AutoCAD SHX Text 0+060

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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

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STAFF PARKING

AutoCAD SHX Text 0+040

AutoCAD SHX Text 0+060

AutoCAD SHX Text

AutoCAD SHX Text C-16

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10.00M OF 450 MM RCP @ 2.00%

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

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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

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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

MTS.

1. WH PARKING LOT SITE LOCATION V2

Sheets and Views

SITE LOCATION

2. WH PARKING LOT PARKING LOT ARCH-STRUC-INFRA V2

Sheets and Views

PARKING LOT ARCH

3. WH PARKING LOT -UTILITIES AND DEMOLITION V2

Sheets and Views

UTILITIES AND DEMOLITION

File details come from the government source that posted it. Updated Jul 28, 2026.