Attachment 3 - APPB_Drawings_2022_0331.pdf

PDF 4 MB Posted Aug 4, 2022

Attached to: Design-Build Car Wash Federal contract opportunity
Solicitation number: FA481922R0037
Issued by: Department of the Air Force Air Combat Command

About this file

Written by GovTribe AI · Dec 27, 2023

This solicitation synopsis announces a design-build project for a car wash facility at Tyndall Air Force Base, Florida. The single-award, firm-fixed price contract requires the contractor to provide all professional design services, permits, equipment, labor, materials and ancillary items to complete the project. The contractor must adhere to Unified Facilities Criteria, Army Corps of Engineers standards, IBC/UBC codes, Air Force standards, DOD directives, and other federal, state and local regulations. The North American Industry Classification System code is 236220 with a $39.5M size standard. This is a total small business set-aside. The period of performance is 365 calendar days for design and construction after notice to proceed. The selection method is lowest price technically acceptable. The solicitation will be issued on July 26, 2022 via SAM and require Microsoft Office, Adobe and WinZip viewers. A site visit will be scheduled. The contractor must be SAM registered and active to be eligible for award. Questions should be directed to the specified contracting office.

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Other files for this federal contract opportunity

Other files attached to Design-Build Car Wash, newest first.
File	Type	Posted
Solicitation Amendment FA481922R00370001 SF 30.pdf	PDF	Aug 31, 2022
RFI 4.pdf	PDF	Aug 31, 2022
RFI 8.pdf	PDF	Aug 31, 2022
RFI 5.pdf	PDF	Aug 31, 2022
RFI 7.pdf	PDF	Aug 31, 2022
RFI 9.pdf	PDF	Aug 31, 2022
RFI 2.pdf	PDF	Aug 31, 2022
RFI 3.pdf	PDF	Aug 31, 2022
RFI 6.pdf	PDF	Aug 31, 2022
FA481922R0037QA.pdf	PDF	Aug 31, 2022
Attachment 2 - RFP APPA Carwash_XLWU 22-4006_22Jun2022 0001.pdf	PDF	Aug 31, 2022
Attachment 4 - Section L and M 21 June 2022 Rev. 1.pdf	PDF	Aug 5, 2022
Attachment 2 - RFP APPA Carwash_XLWU 22-4006_22Jun2022.pdf	PDF	Aug 4, 2022
Attachment 1 - RFP SOW Carwash_XLWU 22-4006_22June2022.pdf	PDF	Aug 4, 2022
Attachment 6 Wage Determination Building - FL20220005.pdf	PDF	Aug 4, 2022
Attachment 7 AF Form 66.xlsx	XLSX spreadsheet	Aug 4, 2022
Attachment 8 AF Form 3000.pdf	PDF	Aug 4, 2022
Attachment 14 Completed AF Form 813 - Design-Build Car Wash.pdf	PDF	Aug 4, 2022
Attachment 4 - Section L and M 21 June 2022 Update.pdf	PDF	Aug 4, 2022
Attachment 5 Other Contract Requirements.docx.pdf	PDF	Aug 4, 2022
Attachment 10 Sample RFI.PDF	PDF	Aug 4, 2022
Attachment 12 Proof of Financial Responsibility.pdf	PDF	Aug 4, 2022
Attachment 13 Division Cost Estimate Worksheet.xlsx	XLSX spreadsheet	Aug 4, 2022
Attachment 9 - AF 3064 - 3065 XLWU XX-XXXX NAME_Progress Schedule.xlsx	XLSX spreadsheet	Aug 4, 2022
Solicitation - FA481922R0037.pdf	PDF	Aug 4, 2022
Attachment 11 - Base Access Request EAL.xlsx	XLSX spreadsheet	Aug 4, 2022

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DESIGN BUILD NEW CAR WASH

TYNDALL AIR FORCE BASE, FLORIDA

BAY COUNTY

RFP DRAWINGS- FOR INFORMATION ONLY

SHEET INDEX

SHEET NO. SHEET TITLE

GENERAL

G-001 COVER SHEET AND DRAWING INDEX

G-002 VICINITY AND LOCATION MAP

LIFE SAFETY

LS101 LIFE SAFETY PLAN

CIVIL

C-200 EXISTING CONDITONS AND REMOVALS

C-201 SITE PLAN

C-202 UTILITY PLAN

ARCHITECTURAL

AS101 ARCHITECTURAL SITE PLAN

A-101 FLOOR PLAN

A-102 REFLECTED CEILING PLAN

A-103 ROOF PLAN

A-201 BUILDING ELEVATIONS

ELECTRICAL

ES101 ELECTRICAL SITE PLAN

113 115

214a

1052 1053

11531154

1352 1333

PROJECT SITE

MAIN GATE

COMMERCIAL GATE (CLEVELAND)

Y. 98

N D

AIREY AVE.

SUWANNEE AVE.

MISSISSIPPI RD.

SHEET ID

3 5 7 9 11 13 15 17 19

2 4 6 8 10 12 14 16 18 20

G-002

RTA DB RFP

R F

O R

C E

, F

A C

O N

U C

T N

Y, B

D L

O C

N M

NOTES:

1. DISPOSAL AREAS FOR RUBBLE, UNSUITABLE EXCESS

SOIL MATERIALS, OR OTHER CONSTRUCTION DEBRIS

ARE NOT AVAILABLE ON THE BASE FOR THE

CONTRACTOR'S USE. DISPOSAL MUST BE PROVIDED BY

THE CONTRACTOR AT SITES OFF GOVERNMENT LANDS.

2. BORROW SITES ARE NOT AVAILABLE FOR USE BY THE

CONTRACTOR ON THE BASE. ALL BORROW MATERIALS,

TOPSOIL OR OTHER SOIL MATERIAL SHALL BE

PROVIDED FROM COMMERCIAL SOURCES BY THE

CONTRACTOR FROM OFF SITE LOCATIONS. THE

BORROW MATERIAL SELECTED BY THE CONTRACTOR

SHALL BE APPROVED BY THE CONTRACTING OFFICER'S

REPRESENTATIVE. SOILS BROUGHT ON SITE AND USED

FOR BACKFILL SHALL BE PROPERLY TESTED OR

CERTIFIED CLEAN.

3. CONTRACTOR STAGING AREAS SHALL BE RETURNED

TO ORIGINAL CONDITIONS (OR REFLECT NEW

CONSTRUCTION) AS MUCH AS PRACTICAL AT THE

COMPLETION OF CONSTRUCTION.

PLAN NORTH

NTS2 LOCATION MAP (TYNDALL AFB)

CONTRACTORS STAGING AREA

1572478560E Oval

VWolbrink Pencil

VWolbrink Line

VWolbrink Text Box

Z4 COMMERCIAL GATE

WASH BAY 1

WASH BAY 2 WASH BAY 3

EQUIPMENT

ROOM

COMM.

ELEC.

EGRESS WIDTH: 64"

EGRESS CAPACITY: 320 OCC.

TRAVEL

DISTANCE: 59 FT

LIFE SAFETY LEGEND

EXIT

TRAVEL DISTANCE

MECHANICAL/ELECTRICAL/EQUIPMENT SPACES

LIFE SAFETY CODE SUMMARY

DESIGN BUILD CONTRACTOR TO PROVIDE FULL LIFE SAFETY PLANS IN ACCORDANCE WITH UFC

3-600-01 AND THE RFP.

APPLICABLE CODES

THE FOLLOWING LIFE SAFETY CODE SUMMARY IS BASED ON THE REQUIREMENTS OF UFC 3-600-01 CHANGE 4, AND THE 2018 EDITION OF THE INTERNATIONAL BUILDING CODE, AND THE 2018 EDITION OF NFPA 101 AS REFERENCED BY THE UFC. NFPA 101 TAKES PRECEDENCE WITH REGARDS TO ALL LIFE

SAFETY REQUIREMENTS.

OCCUPANCY TYPE

THE NEW CAR WASH FACILITY IS CLASSIFIED AS A BUSINESS GROUP B PER SECTION 304 OF THE IBC, AND A NEW BUSINESS OCCUPANCY PER NFPA 101 6.1.11.1.

HEIGHT AND AREA

NON-SPRINKLERED BUSINESS OCCUPANCIES ARE PERMITTED TO BE 55 FT IN HEIGHT [IBC TABLE 504.3], 3 STORIES [IBC TABLE 504.4], AND 23,000 SQ. FT. IN AREA [IBC TABLE 506.2]. THE NEW CAR WASH FACILITY WILL BE 1-STORY, LESS THAN 23 FEET IN HEIGHT, AND APPROXIMATELY 3,000 SQ. FT. IN

AREA.

CONSTRUCTION TYPE

THE BUILDING WILL BE TYPE IIB CONSTRUCTION WHICH REQUIRES NO RATING FOR THE PRIMARY STRUCTURAL FRAME, BEARING WALLS AND PARTITIONS, AND FLOOR AND ROOF CONSTRUCTION [IBC

TABLE 601].

BUILDING SEPARATION

THE BUILDING WILL BE LOCATED GREATER THAN 30 FT FROM AN ASSUMED LOT LINE; THERE ARE NO BUILDINGS WITHIN 30 FT OF THE ASSUMED LOT LINE. THE EXTERIOR WALLS ARE NOT REQUIRED TO

BE RATED [IBC TABLE 602].

REQUIRED FIRE RESISTANCE RATINGS

NO SEPARATIONS ARE REQUIRED BETWEEN THE WASH BAYS, ELECTRICAL ROOM, COMM ROOM, AND

THE EQUIPMENT ROOM.

INTERIOR FINISH REQUIREMENTS

INTERIOR FINISHES ARE PERMITTED TO BE CLASS A, B, OR C FOR INTERIOR WALL AND CEILINGS [NFPA 101 38.3.3.2]. THERMAL AND ACOUSTIC INSULATION SHALL HAVE A FLAME SPREAD RATING NOT HIGHER THAN 75, AND A SMOKE-DEVELOPED RATING NOT HIGHER THAN 150, UNLESS OTHERWISE

PERMITTED BY UFC 3-600-01, SECTION 8-3.

FIRE PROTECTION SYSTEMS

THE BUILDING DOES NOT REQUIRE A SPRINKLER SYSTEM IN ACCORDANCE WITH UFC 3-600-01

9-7.2.1.1.

THE BUILDING DOES NOT REQUIRE A FIRE ALARM SYSTEM IN ACCORDANCE WITH NFPA 101 38.3.4.1 AND UFC 3-600-01 BASED ON ITS HEIGHT AND OCCUPANT LOAD OF LESS THAN 50 OCCUPANTS.

THE BUILDING DOES NOT REQUIRE A MASS NOTIFICATION SYSTEM BECAUSE THE FACILITY IS

ROUTINELY OCCUPIED BY LESS THAN 11 PERSONNEL AND HAS A POPULATION DENSITY OF LESS THAN ONE PERSON PER 430 SQ. FT. THEREFORE IT IS DESIGNATED AS LOW OCCUPANCY AND UFC

4-010-01 DOES NOT APPLY.

A STANDPIPE SYSTEM IS NOT REQUIRED PER UFC 3-600-01 9-10.2.2.

PER UFC 3-600-01, 9-17.1, GENERAL PURPOSE FIRE EXTINGUISHERS FOR PERSONNEL USE ARE

REQUIRED AND SHALL BE PROVIDED IN ACCORDANCE WITH NFPA 101 AND NFPA 10.

MEANS OF EGRESS

A SINGLE EXIT FROM THE EQUIPMENT ROOM IS PERMITTED PER NFPA 101 BECAUSE THE BUILDING HAS A COMMON PATH OF TRAVEL NOT EXCEEDING 100 FT [NFPA 101 38.2.4.2, 38.2.5.3.2]. TRAVEL DISTANCE SHALL NOT EXCEED 200 FT [NFPA 101 38.2.6.3]. COMMON PATH OF TRAVEL TO THE EXIT IS APPROXIMATELY 59 FT. THE WASH BAYS ARE OPEN ON EACH END, WHICH PROVIDES TWO MEANS OF

EGRESS FROM EACH BAY.

EXIT SIGNS ARE NOT REQUIRED FOR THIS FACILITY PER NFPA 101 SECTION 7.10.1.2. EXITS SHALL BE

PROVIDED WITH CONTINUOUS ILLUMINATION DURING OCCUPIED HOURS PER NFPA 101 SECTION

7.8.1.2. EMERGENCY LIGHTING IS NOT REQUIRED FOR THIS BUILDING IN ACCORDANCE WITH NFPA 101

SECTION 38.2.9.1.

SEE PLAN FOR EXIT LOCATION, TRAVEL DISTANCE, AND EGRESS CAPACITY.

FIRE DEPARTMENT ACCESS

FIRE DEPARTMENT AND EMERGENCY VEHICLE ACCESS IS NOT REQUIRED PER UFC 3-600-01 9-1.1

BECAUSE THE BUILDING IS LESS THAN 5,000 SQ. FT.

SHEET ID

3 5 7 9 11 13 15 17 19

2 4 6 8 10 12 14 16 18 20

LS101

RTA DB RFP

R F

O R

C E

, F

1/4" = 1'-0"1 LIFE SAFETY PLAN

PLAN NORTH

0 2' 4' 8'

1/4"=1'-0SCALE:

SHEET ID

3 5 7 9 11 13 15 17 19

2 4 6 8 10 12 14 16 18 20

R T

F P

Feet

0 30 60

C200

AutoCAD SHX Text C

AutoCAD SHX Text E 1624800

AutoCAD SHX Text E 1625000

AutoCAD SHX Text E 1625200

AutoCAD SHX Text E 1625400

AutoCAD SHX Text E 1624800

AutoCAD SHX Text E 1625000

AutoCAD SHX Text E 1625200

AutoCAD SHX Text N 388000

AutoCAD SHX Text N 387800

AutoCAD SHX Text N 387600

AutoCAD SHX Text N 387400

AutoCAD SHX Text N 387800

AutoCAD SHX Text N 387600

AutoCAD SHX Text C

AutoCAD SHX Text

SUWANNEE AVE.

AutoCAD SHX Text

BARNES DR.

AutoCAD SHX Text

FUTURE COMMERCIAL GATE ENTRY RD.

AutoCAD SHX Text

EXIST. SWALE (TYP.)

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

EXISTING STORM DRAIN

AutoCAD SHX Text

EXISTING HEADWALL

AutoCAD SHX Text

EXISTING PAVEMENT

AutoCAD SHX Text

AREA OF DEMOLITION/REMOVAL

AutoCAD SHX Text

REMOVE EXISTING CURB & GUTTER AS REQ'D.

AutoCAD SHX Text

REDIRECT DRAINAGE SWALE

AutoCAD SHX Text NOTE: 1. SITE AND UTILITY PLANS HAVE BEEN PREPARED SITE AND UTILITY PLANS HAVE BEEN PREPARED UTILIZING AERIAL AND SITE PHOTOGRAPHS AND TYNDALL GIS TO INDICATE THE GENERAL ARRANGEMENT OF NEW CONSTRUCTION. FIELD SURVEY BY CONTRACTOR MAY INDICATE SOME DIFFERENCES IN SITE FEATURES AND LOCATION.

AutoCAD SHX Text

LIMITS OF CONSTRUCTION

3 5 7 9 11 13 15 17 19

2 4 6 8 10 12 14 16 18 20

R T

Feet

0 30 60

C201

AutoCAD SHX Text C

AutoCAD SHX Text E 1624800

AutoCAD SHX Text E 1625000

AutoCAD SHX Text E 1625200

AutoCAD SHX Text E 1625400

AutoCAD SHX Text E 1624800

AutoCAD SHX Text E 1625000

AutoCAD SHX Text E 1625200

AutoCAD SHX Text N 388000

AutoCAD SHX Text N 387800

AutoCAD SHX Text N 387600

AutoCAD SHX Text N 387400

AutoCAD SHX Text N 387800

AutoCAD SHX Text N 387600

AutoCAD SHX Text C

AutoCAD SHX Text

SUWANNEE AVE.

AutoCAD SHX Text

BARNES DR.

AutoCAD SHX Text

FUTURE COMMERCIAL GATE ENTRY RD. (SEE NOTE 2)

AutoCAD SHX Text

POTENTIAL STORM WATER TREATMENT AREA

AutoCAD SHX Text

REQ'D. STORM DRAINAGE

AutoCAD SHX Text

REQ'D. VACUUM STATIONS

AutoCAD SHX Text

EXIST. SWALE (TYP.)

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

EXISTING STORM DRAIN

AutoCAD SHX Text

EXISTING HEADWALL

AutoCAD SHX Text

EXISTING PAVEMENT

AutoCAD SHX Text

AREA OF REQ'D. ASPHALT

AutoCAD SHX Text

REQ'D. STORM DRAIN

AutoCAD SHX Text

REQ'D. HEADWALL

AutoCAD SHX Text NOTES: 1. ELEVATIONS SHOWN ARE APPROXIMATE. FIELD ELEVATIONS SHOWN ARE APPROXIMATE. FIELD SURVEY WILL BE BASIS OF DESIGN. 2. COORDINATE DESIGN WITH FUTURE COMMERCIAL COORDINATE DESIGN WITH FUTURE COMMERCIAL GATE ENTRY DRIVE. 3. SITE AND UTILITY PLANS HAVE BEEN PREPARED SITE AND UTILITY PLANS HAVE BEEN PREPARED UTILIZING AERIAL AND SITE PHOTOGRAPHS AND TYNDALL GIS TO INDICATE THE GENERAL ARRANGEMENT OF NEW CONSTRUCTION. FIELD SURVEY BY CONTRACTOR MAY INDICATE SOME DIFFERENCES IN SITE FEATURES AND LOCATION.

AutoCAD SHX Text

BID OPTION NO. 1 AUTOMATIC TOUCH-LESS CAR WASHING SYSTEM (SEE ARCH/MECH. PLANS)

AutoCAD SHX Text

BID OPTION NO. 2 ADDITIONAL SELF SERVICE WASH BAY (SEE ARCH./MECH. PLANS)

AutoCAD SHX Text

BASE BID CAR WASH (B928)

LIMITS OF CONSTRUCTION

A W

S U

B M

I T

T E

S I Z

A N

S I

S O

L I C

I T

A T

I O

3 5 7 9 11 13 15 17 19

D A

T E

M A

R K

D E

S C

R I P

T I O

2 4 6 8 10 12 14 16 18 20

T B

O P

T I O

I T

L E

O P

T I O

I E

Feet

0 30 60

C202

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text O

AutoCAD SHX Text C

AutoCAD SHX Text E 1624800

AutoCAD SHX Text E 1625000

AutoCAD SHX Text E 1625200

AutoCAD SHX Text E 1625400

AutoCAD SHX Text E 1624800

AutoCAD SHX Text E 1625000

AutoCAD SHX Text E 1625200

AutoCAD SHX Text N 388000

AutoCAD SHX Text N 387800

AutoCAD SHX Text N 387600

AutoCAD SHX Text N 387400

AutoCAD SHX Text N 387800

AutoCAD SHX Text N 387600

AutoCAD SHX Text O

AutoCAD SHX Text C

AutoCAD SHX Text

SUWANNEE AVE.

AutoCAD SHX Text

BARNES DR.

AutoCAD SHX Text

FUTURE COMMERCIAL GATE ENTRY RD.

AutoCAD SHX Text

POTENTIAL STORM WATER TREATMENT AREA

AutoCAD SHX Text

REQ'D. STORM DRAINAGE

AutoCAD SHX Text

REQ'D. VACUUM STATIONS

AutoCAD SHX Text

REQ'D. WATER VALVE

AutoCAD SHX Text

REQ'D. WATER LINE

AutoCAD SHX Text

REQ'D. OIL/WATER SEPARATOR

AutoCAD SHX Text

REQ'D. SANITARY SEWER LINE

AutoCAD SHX Text

REQ'D. SANITARY SEWER CLEANOUT (TYP.)

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

EXISTING STORM DRAIN

AutoCAD SHX Text

EXISTING HEADWALL

AutoCAD SHX Text

EXISTING PAVEMENT

AutoCAD SHX Text

AREA OF REQ'D. ASPHALT

AutoCAD SHX Text

REQ'D. STORM DRAIN

AutoCAD SHX Text

REQ'D. HEADWALL

AutoCAD SHX Text

REQ'D. WATER VALVE

AutoCAD SHX Text

REQ'D. STORM SEWER LINE

AutoCAD SHX Text O

AutoCAD SHX Text

REQ'D. OIL/WATER SEPARATOR

AutoCAD SHX Text

REQ'D. WATERLINE

AutoCAD SHX Text W

AutoCAD SHX Text

REQ'D. SEWER LINE CLEANOUT

AutoCAD SHX Text

EXISTING SANITARY SEWER

AutoCAD SHX Text

EXISTING SANITARY SEWER FORCE MAIN

AutoCAD SHX Text

EXISTING WATER LINE

AutoCAD SHX Text

EXISTING FIRE HYDRANT

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text

EXISTING SANITARY SEWER MANHOLE

AutoCAD SHX Text S

AutoCAD SHX Text

REQ'D. CAR WASH (B928)

AutoCAD SHX Text 8"

AutoCAD SHX Text 6"

AutoCAD SHX Text 3"

AutoCAD SHX Text 6"

AutoCAD SHX Text 8"

AutoCAD SHX Text 3"

AutoCAD SHX Text 2"

AutoCAD SHX Text 6"

AutoCAD SHX Text

ABANDONED

AutoCAD SHX Text

ABANDONED

AutoCAD SHX Text

ABANDONED

AutoCAD SHX Text NOTES: 1. SITE AND UTILITY PLANS HAVE BEEN PREPARED SITE AND UTILITY PLANS HAVE BEEN PREPARED UTILIZING AERIAL AND SITE PHOTOGRAPHS AND TYNDALL GIS TO INDICATE THE GENERAL ARRANGEMENT OF NEW CONSTRUCTION. FIELD SURVEY BY CONTRACTOR MAY INDICATE SOME DIFFERENCES IN SITE FEATURES AND LOCATION. 2. ALL EXISTING AND ABANDONED UTILITIES WITHIN ALL EXISTING AND ABANDONED UTILITIES WITHIN THE AREA OF CONSTRUCTION SHALL BE REMOVED AND CAPPED AT THE LIMITS OF CONSTRUCTION AS REQUIRED.

AutoCAD SHX Text

REQ'D. COMM MANHOLE 404 (SEE ELEC. PLANS)

AutoCAD SHX Text B1120

AutoCAD SHX Text

CONNECT REQ'D. SANITARY SEWER LINE TO EXISTING 6" SANITARY SEWER LINE

CONNECT REQ'D. WATER LINE TO EXISTING 8" WATER LINE

WASH BAY 1 WASH BAY 2 WASH BAY 3

VACUUM

LANE 1

VACUUM

LANE 2

VACUUM

LANE 3

VACUUM

LANE 4

EQUIPMENT

ROOM

COMM.

ELEC.

4' - 0"

68' - 0"

TWO SIDED VACUUM

STATION

TWO SIDED VACUUM

STATION

15'-0" CLEAR SPACE 15'-0" CLEAR SPACE15'-0" CLEAR SPACE15'-0" CLEAR SPACE

'-0

" C

SLOPE

FLOOR TO

DRAIN

SLOPE

FLOOR TO

DRAIN

SLOPE

FLOOR TO

DRAIN

TRENCH

DRAIN

SHEET ID

3 5 7 9 11 13 15 17 19

2 4 6 8 10 12 14 16 18 20

AS101

RTA DB RFP

1/8" = 1'-0"1 ARCHITECTURAL SITE PLAN

PLAN NORTH

SELF-SERVE WASH BAY

IN-BAY AUTOMATIC

TOUCH-LESS CAR

WASHING SYSTEM @

WASH BAY 1

0 4' 8' 16'

1/8"=1'-0SCALE:

A-2013

A-201

WASH BAY 1

WASH BAY 2 WASH BAY 3

EQUIPMENT

ROOM

Comm.

ELEC.

2' - 0" 14' - 0" 13' - 4" 20' - 8" 2' - 0" 14' - 0" 2' - 0"

68' - 0"

3' - 4" 14' - 0" 3' - 4"

88 4 45 55 22

1 1

TYP.

CMU WALLS

MIN. CLEAR

WIDTH/LENGTH

14'X50'

MIN. CLEAR

WIDTH/LENGTH

14'X50'

MIN. CLEAR

WIDTH/LENGTH

14'X30'

SHEET ID

3 5 7 9 11 13 15 17 19

2 4 6 8 10 12 14 16 18 20

A-101

RTA DB RFP

1/4" = 1'-0"1 FLOOR PLAN

KEY NOTES

1. SEALED CONCRETE FLOORS. SLOPE TO

TRENCH DRAIN.

2. AUTOMATED CAR WASH INSERT.

3. CONCRETE FILLED PIPE BOLLARDS,

GALVANIZED, PAINTED.

4. GALVANIZED STEEL CATWALK PLATFORM.

5. TRENCH DRAIN.

6. CAR WASH AND MECHANICAL/PLUMBING

EQUIPMENT AREA.

7. ALUMINUM LOUVERS AS REQUIRED.

8. INTEGRALLY COLORED CMU WALLS.

9. CURVED ALUMINUM STANDING SEAM METAL

ROOF OVER RIGID INSULATIONON STEEL

DECK OVER STEEL STRUCTURE.

10. CONTINUOUS ALUMINUM GUTTER SYSTEM

WITH DOWNSPOUTS.

11. WASH BAY 3

12. IN-BAY AUTOMATIC TOUCH-LESS CAR

WASHING SYSTEM, SEE BID SCHEDULE.

PLAN NORTH

0 2' 4' 8'

GRAPHIC SCALE

A-2013

A-201

ALUMN. SOFFIT PANELS ALUMN. SOFFIT PANELS ALUMN. SOFFIT PANELS

GWB. @ 9'-0"

EXPOSED STRUCTURE

SHEET ID

3 5 7 9 11 13 15 17 19

2 4 6 8 10 12 14 16 18 20

A-102

RTA DB RFP

1/4" = 1'-0"1 REFLECTED CEILING PLAN

1. SEALED CONCRETE FLOORS. SLOPE TO

TRENCH DRAIN.

2. AUTOMATED CAR WASH INSERT.

3. CONCRETE FILLED PIPE BOLLARDS,

GALVANIZED, PAINTED.

4. GALVANIZED STEEL CATWALK PLATFORM.

5. TRENCH DRAIN.

6. CAR WASH AND MECHANICAL/PLUMBING

EQUIPMENT AREA.

7. ALUMINUM LOUVERS AS REQUIRED.

8. INTEGRALLY COLORED CMU WALLS.

9. CURVED ALUMINUM STANDING SEAM METAL

ROOF OVER RIGID INSULATIONON STEEL

DECK OVER STEEL STRUCTURE.

10. CONTINUOUS ALUMINUM GUTTER SYSTEM

WITH DOWNSPOUTS.

11. WASH BAY 3

12. IN-BAY AUTOMATIC TOUCH-LESS CAR

WASHING SYSTEM, SEE BID SCHEDULE.

KEY NOTES *

PLAN NORTH

A-2013

A-201

10 10

SHEET ID

3 5 7 9 11 13 15 17 19

2 4 6 8 10 12 14 16 18 20

A-103

RTA DB RFP

1/4" = 1'-0"1 ROOF PLAN

PLAN NORTH

1. SEALED CONCRETE FLOORS. SLOPE TO

TRENCH DRAIN.

2. AUTOMATED CAR WASH INSERT.

3. CONCRETE FILLED PIPE BOLLARDS,

GALVANIZED, PAINTED.

4. GALVANIZED STEEL CATWALK PLATFORM.

5. TRENCH DRAIN.

6. CAR WASH AND MECHANICAL/PLUMBING

EQUIPMENT AREA.

7. ALUMINUM LOUVERS AS REQUIRED.

8. INTEGRALLY COLORED CMU WALLS.

9. CURVED ALUMINUM STANDING SEAM METAL

ROOF OVER RIGID INSULATIONON STEEL

DECK OVER STEEL STRUCTURE.

10. CONTINUOUS ALUMINUM GUTTER SYSTEM

WITH DOWNSPOUTS.

11. WASH BAY 3,

12. IN-BAY AUTOMATIC TOUCH-LESS CAR

WASHING SYSTEM, SEE BID SCHEDULE.

KEY NOTES *

NOTE:

IN ACCORDANCE WITH UFC 3-110-03 ROOFING,

PROVIDE ENGINEERED PERMANENT FALL

PROTECTION SHOP DRAWINGS PRIOR TO

FABRICATION OF STRUCTURAL ROOF FRAMING AND

ARCHITECTURAL ROOFING SYSTEM. FALL

PROTECTION SYSTEM SHALL BE DESIGNED FOR

PERIODIC MAINTENANCE AND INSPECTION BY THE

GOVERNMENT OR THEIR DESIGNEE.

FALL PROTECTION PROVIDED SHALL COMPLY WITH

OSHA COMPLIANCE STANDARDS. ANCHOR POINTS

PROVIDED ON ROOF SHALL BE PLACED FOR

CONVENIENT ACCESS TO ROOF AND ANCHORS

SPACED FOR 20' TETHERS. ANCHORAGES SHALL BE

CAPABLE OF SUPPORTING A MINIMUM OF 5,000

POUNDS PER ANCHOR AND ASSUMING ONE PERSON

PER ANCHOR FOR INSPECTION PURPOSES.

PLAN NORTH

FLOOR LEVEL

0' - 0"2'

4" 2'

HIGH BAY CLEAR HEIGHT

16' - 0"

FLOOR LEVEL

0' - 0"

1 1 1

3 3

88 8

9 10

LOW BAY CLEAR HEIGHT

12' - 8"

HIGH BAY CLEAR HEIGHT

16' - 0"

FLOOR LEVEL

0' - 0"

0" 5'

LOW BAY CLEAR HEIGHT

12' - 8"

FLOOR LEVEL

0' - 0"

LOW BAY CLEAR HEIGHT

12' - 8"

HIGH BAY CLEAR HEIGHT

16' - 0"

SHEET ID

3 5 7 9 11 13 15 17 19

2 4 6 8 10 12 14 16 18 20

A-201

N S

R F

O R

C E

, F

RTA DB RFP

C O

R U

C T

H F

Y, B

0, P N

1/8" = 1'-0"3 EAST ELEVATION

1/8" = 1'-0"1 NORTH ELEVATION

1/8" = 1'-0"4 WEST ELEVATION

1/8" = 1'-0"2 SOUTH ELEVATION

BID OPTION

1. SEALED CONCRETE FLOORS. SLOPE TO

TRENCH DRAIN.

2. AUTOMATED CAR WASH INSERT.

3. CONCRETE FILLED PIPE BOLLARDS,

GALVANIZED, PAINTED.

4. GALVANIZED STEEL CATWALK PLATFORM.

5. TRENCH DRAIN.

6. CAR WASH AND MECHANICAL/PLUMBING

EQUIPMENT AREA.

7. ALUMINUM LOUVERS AS REQUIRED.

8. INTEGRALLY COLORED CMU WALLS.

9. CURVED ALUMINUM STANDING SEAM METAL

ROOF OVER RIGID INSULATIONON STEEL

DECK OVER STEEL STRUCTURE.

10. CONTINUOUS ALUMINUM GUTTER SYSTEM

WITH DOWNSPOUTS.

11. WASH BAY 3

12. IN-BAY AUTOMATIC TOUCH-LESS CAR

WASHING SYSTEM, SEE BID SCHEDULE.

KEY NOTES *

0 4' 8' 16'

1/8"=1'-0SCALE:

S U

W A

N N

E E

A V

BARNES DR.

NEW GCEC

BY OTHERS

ELECTRIC AND TELECOM UNDERGROUND SERVICE

MANHOLE 404

ITN 1120

ELECTRICAL ROOM COMM. ROOM

PANEL

PP-1

PANEL

PP-C

SPD SPD

SERVICE RATED PANEL

SERVICE ENTRANCE

MNEW GCEC

XFMR

GOV'T

OWNED

UTILITY

METER

COMM ROOM

TELEPHONE

BACKBOARD

TBB-1

2" C (1 ACTIVE, 1 SPARE)

SERVICE ENTRANCE

CONDUIT (SEE SITE PLAN)

MANHOLE

SHEET ID

3 5 7 9 11 13 15 17 19

2 4 6 8 10 12 14 16 18 20

ES101

E L E

C T

A L S

P L A

T Y

N D

A L L A

O R

C E

B A

S E

L O

R T

A D

B R

F P

C O

N S

T R

U C

T N

E W

C A

R W

A S

H F

A C

Y B

F Y

N X

L W

0 25' 50' 100'

PLAN NORTH

1" = 20'-0"A1

ELECTRICAL SITE PLAN

GENERAL NOTES

DESCRIPTION#

1 SIZE THE ELECTRIC SERVICE ENTRANCE EQUIPMENT PER RFP SECTION 15.4.1

DISTRIBUTION EQUIPMENT.

2 PROVIDE ELECTRICAL SERVICE ENTRANCE PER RFP SECTIONB 15.3, SITE

POWER DISTRIBUTION.

3 PROVIDE TELECOM SERVICE ENTRANCE PER RFP SECTION 14.1.3, BACKBONE

CABLING REQUIREMENTS.

4 REFER TO THE RFP SECTION 6,SITEWORK, GEOTECHNICAL AND

LANDSCAPING FOR UTILTY JACKING AND BORING REQUIREMENTS.

NTSF16

POWER RISER DIAGRAM

NTSB16

TELECOM RISER DIAGRAM

TRANSFORMER

PROJECT 2_CAR WASH_RTA DB RFP_ELEC.pdf

Sheets

ES101 - ELECTRICAL SITE PLAN

File details come from the government source that posted it. Updated Aug 4, 2022.