FAKZ182104 Type B3 Drawings.pdf

PDF 8 MB Posted Aug 6, 2021

Attached to: Repair Refueler Parking
Solicitation number: W50S6N-21-B-0005
Issued by: Department of the Army Alabama Army National Guard

About this file

Written by GovTribe AI · Dec 28, 2023

This solicitation is for a construction project to extend an existing open-air covered parking shelter and conduct associated site work at an Alabama Army National Guard facility. The project scope includes extending the shelter to accommodate two additional refueling vehicle parking spaces, constructing new concrete foundations and ground-supported floor slabs, modifying site paving, installing an underground fuel containment system, and extending electrical systems. The project magnitude is estimated between $500,000 and $1,000,000. It is a 100% small business set-aside awarded under North American Industry Classification System code 236210 with a small business size standard of $39.5 million. Responses are due under Solicitation Number W50S6N-21-B-0005 issued by the Department of the Army Alabama Army National Guard.

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Other files

File	Type	Posted
OF 1419 Repair Refueler Parking1.pdf	PDF	Sep 23, 2021
Roster PreBid Conf-Repair Refueler Parking 8-12-21.pdf	PDF	Aug 17, 2021
PreBid Repair Refueler Parking and Allied Support Sun Shelters.ppt	PPT presentation	Aug 17, 2021
Site Visit - Pre-Bid Conference (8-12-2021).pdf	PDF	Aug 17, 2021
W50S6N-21-B-0005.pdf	PDF	Aug 6, 2021
FAKZ182104 Type B3 Specifications.pdf	PDF	Aug 6, 2021
EAL.pdf	PDF	Aug 6, 2021

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Sheet Number

Sheet Title

Project Title

Job Number

Date

Drawn By

Checked By

S ou th C ou rt

St re et

M on tg om er y, A L

Te l.

. 5

W W

A R

C H

.C O

O R

D E

T1.0

TITLE SHEET &

DRAWING INDEX

F-

: R E

7T H

R W

, D A

N N

, M O

O M

, A L

18076.00/FAKZ182104

MAY 2021

DCD

DCD/WRO

DRAWING INDEX

SHEET NO. SHEET NAME

00 TITLE

T1.0 TITLE SHEET & DRAWING INDEX

01 CIVIL

C100 SITE DEMOLITION PLAN

C101 SITE LAYOUT PLAN

C200 SITE GRADING PLAN

C300 DETAILS

C301 DETAILS

02 ARCHITECTURAL

A0.1 SITE PLAN

A2.1 FIRST FLOOR PLAN

A2.2 ENLARGED FLOOR PLAN & WALL SECTION

A2.3 ENLARGED FLOOR PLAN AND GATE DETAILS (ADDITIVE BID ITEM)

A2.4 ROOF PLAN

A4.1 ELEVATIONS & BUILDING SECTION

A5.1 FENCE DETAILS (ADDITIVE BID ITEM)

03 STRUCTURAL

S0.1 GENERAL NOTES SCHEDULES TYPICAL DETAILS

S1.1 FOUNDATION PLAN

04 ELECTRICAL

E0.1 ELECTRICAL LEGEND & NOTES

E1.1 SITE PLAN LIGHTING & POWER

E1.2 SITE PLAN - GROUNDING

E1.3 GROUNDING DETAILS

F35: REPAIR REFUELER PARKING

187TH FIGHTER WING

DANNELLY FIELD, MONTGOMERY, AL

Approvals:

Title: Signature: Date:

Base Commander

Base Civil Engineer

Base Project Engineer

Bio Environmental Eng.

Safety

Security Police

Base Communications

Fire Chief

ABI #3

Schedule of Alternate Bid Items:

EXPAND PARKING ACCESS THROAT

ABI #2

EXPAND REFUELING STAND ACCESS THROAT

ABI #1

EXPAND PARKING EXIT THROAT

ABI #4

REPLACE PERIMETER FENCE

Architect:

Design Team:

Consulting Engineers:

Electrical:

Structural:

Civil:

FAKZ182104

Project Site:Vicinity Map:

PROJECT SITE PROJECT SITE

ABI #5

REPLACE LIGHTING

No. Revision Date

ABI #6

EXPAND POL ENTRANCE

TYPE B-3 (100%) SUBMITTAL

C100

SITE DEMOLITION

PLAN

F -3

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18076.00/FAKZ182104

No. Revision Date

BAK

GRAPHIC SCALE

15 30 60

1"=30'

2176 PARKWAY LAKE DRIVE

BIRMINGHAM, ALABAMA 35244

PHONE: (205) 942-2486

FAX: (205) 942-3033

GONZALEZ - STRENGTH & ASSOCIATES, INC.

ENGINEERING, LAND PLANNING, SURVEYING, TRAFFIC/TRANSPORTATION

GSA JOB #18-0611

Sheet Number

Sheet Title

Project Title

Job Number

Date

Drawn By

Checked By

S o u th

C o u rt

S tr ee t

M o n tg o m er y, A

T el

W W W .S S L A R C H .C O M

A R

C H

C T

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No. 31169

PROFESSIONAL

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I C E N S E D

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MAY 2021

No. Revision Date

BEFORE EXCAVATION

AS REQUIRED BY ALABAMA LAW

CALL 2 WORKING DAYS

ALABAMA LINE LOCATION CENTER, INC.

DEMOLITOIN CALLOUT LEGEND

LEGEND OF PROPOSED

IMPROVEMENTS

DEMOLITION LIMITS

SAWCUT LINE

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F.CAP

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COLUMN

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TRENCH

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GRATE

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4" METAL STACK

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EMERGENCY

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FOAM SYSTEM

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POLE

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PANEL

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EMERGENCY

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3" WATER STACK

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METAL

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TABLE

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BLDG.#1702

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FFE.=204.29

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BLDG.#1701

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FFE.=204.35

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MONITOR

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BOX

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METAL

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VAULT

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F.CAP

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F.CAP

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2" PVC STACK

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3" METAL STACK

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VAULT

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INSPECTION SIGN

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GRAVEL

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FUEL SHUT OFF

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SS/CO

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BLDG.#1700

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+FFE.=203.01

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BLDG.#1703

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FFE.=204.56+

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GROUND POST

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SDMH.#2

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TOP=199.69

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INV 24" CONC IN E=194.69

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INV 24" CONC OUT W=194.69

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GI.#3

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TOP=198.45

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INV 36" CONC IN S=194.45

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CI.#4

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INV 15" CONC IN W=196.48

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TOP=200.40

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PLASTIC STACK BOTTOM=197.40

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INV 36" CONC IN SW=196.83

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INV 15" CONC OUT E=197.05

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FUEL CATCH

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CATCH BASIN FOR FUEL

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INV 8" CONC IN SW=198.69

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INV 6" PVC IN SE=197.75

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INV 12" CONC OUT E=197.75

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6" PLASTIC STACK BOTTOM=200.91

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KEYPAD

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GI.#1 TOP=197.16 INV 18" CONC IN SE=194.56 INV 18" CONC OUT NW=194.56

AutoCAD SHX Text EXISTING FIRE ALARM POLE TO BE RELOCATED. COORDINATE WITH ARCHITECTURAL PLANS & SITE ELECTRICAL PLANS.

AutoCAD SHX Text EXISTING CLEANOUT TO REMAIN. ADJUST TOP TO FINISHED GRADE. CONTRACTOR TO PROTECT DURING CONSTRUCTION. (TYP).

http://www.gwsonline.com/ http://www.gwsonline.com/ http://www.gwsonline.com/ http://www.gwsonline.com/ AutoCAD SHX Text 6/10/21

AutoCAD SHX Text NOTE: AS A FIRST ORDER OF BUSINESS AND PRIOR TO ANY WORK BEGINNING, THE CONTRACTOR SHALL HAVE ALL EXISTING UTILITIES ON AND ADJACENT TO THE SITE LOCATED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE HIMSELF WITH THE LOCATIONS OF THE UTILITIES AND AVOID ALL CONFLICTS. ANY SERVICE INTERRUPTIONS AND/OR ASSOCIATED COSTS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE EXISTING UTILITIES SHOWN HEREIN ARE TO BE CONSIDERED APPROXIMATE. THE CONTRACTOR SHALL RELOCATE ANY EXISTING UTILITY WHICH CONFLICTS WITH THE IMPROVEMENTS SHOWN. THE CONTRACTOR SHALL COORDINATE ALL UTILITY ADJUSTMENTS WITH THE APPROPRIATE UTILITIES COMPANIES. ALL IMPROVEMENTS SHALL MEET THE REQUIREMENTS OF EACH COMPANY'S STANDARDS OR SPECIFICATIONS.

AutoCAD SHX Text GENERAL NOTES: 1. TOPOGRAPHIC SURVEY PROVIDED BY OWNER. IT SHALL BE THE OBLIGATION OF THE CONTRACTOR TO SATISFY THEMSELVES AS TO THE ACCURACY OF THE TOPOGRAPHIC SURVEY AND EXISTING UTILITIES FURNISHED ON THE GRADING PLAN AND/OR UTILITY PLAN BY PERSONAL EXAMINATION OF THE SITE AND THE EXISTING CONDITIONS. IF THE CONTRACTOR DISAGREES WITH THE TOPOGRAPHIC SURVEY OR THE EXISTING UTILITY LOCATIONS, THEY MUST NOTIFY IN WRITING THE CONTRACTING OFFICER IN ADVANCE OF BIDDING OR IT IS TAKEN THAT THE CONTRACTOR ACCEPTS THE EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN. 2. CONTRACTOR SHALL PROTECT ALL PROPERTY CORNERS AND BENCHMARK. IF DESTROYED DURING CONSTRUCTION, CONTRACTOR SHALL REPLACE AT HIS EXPENSE. 3. CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGE CAUSED TO EXISTING IMPROVEMENTS ON SITE OR OFF SITE DUE TO THE CONSTRUCTION OF THIS PROJECT. CONTRACT SHALL REPAIR OR REPLACE ANY DAMAGED EXISTING IMPROVEMENTS AT HIS EXPENSE. REPAIRS SHALL BE EQUAL TO OR BETTER THAN THE EXISTING CONDITIONS. 4. ADA SYMBOLS, SIGNS, AND RAMPS SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL, STATE, AND ADA REQUIREMENTS. MAXIMUM SLOPE IN ADA AREAS SHALL NOT EXCEED 1.9% IN ANY DIRECTION. 5. CONTRACTOR SHALL CONTACT ALL UTILITIES AND LOCATE ALL UTILITIES WITHIN THE WORK AREA PRIOR TO STARTING CONSTRUCTION. ANY CONFLICTS SHALL BE REPORTED TO THE ENGINEER PRIOR TO STARTING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR FIXING ANY UTILITIES DAMAGED DURING CONSTRUCTION. 6. CONTRACTOR SHALL OBTAIN ALL PERMITS AND APPROVALS PRIOR TO BEGINNING CONSTRUCTION. 7. GONZALEZ STRENGTH & ASSOCIATES, INC., SHALL NOT HAVE AUTHORITY OVER THE CONTRACTOR'S WORK AND/OR RESPONSIBILITIES. GONZALEZ STRENGTH & ASSOCIATES, INC. IS NOT RESPONSIBLE FOR METHODS OR PROCEDURES OF CONSTRUCTION SELECTED BY THE CONTRACTOR, OR FOR SAFETY PRECAUTIONS INCIDENT TO THE WORK OF THE CONTRACTOR, OR FOR ANY FAILURE OF THE CONTRACTOR TO COMPLY WITH LAWS, RULES, REGULATIONS, ORDINANCES, OR CODES APPLICABLE TO THE CONTRACTOR FURNISHING AND PERFORMING THE WORK.

AutoCAD SHX Text SAWCUT AND REMOVE EXISTING CURB IMPROVEMENTS. PROVIDE CLEAN JOINT TO ABUTT TO PROPOSED PAVING IMPROVEMENT. (TYP.)

AutoCAD SHX Text EXISTING STORM INLET TO REMAIN. CONTRACTOR TO PROTECT DURING CONSTRUCTION. (TYP.)

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EXISTING FENCE TO REMAIN. CONTRACTOR TO PROTECT DURING CONSTRUCTION. (TYP.)

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EXISTING FIRE HYDRANT TO BE RELOCATED. (TYP.)

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EXISTING GATE BOX TO REMAIN. CONTRACTOR TO PROTECT DURING CONSTRUCTION. (TYP.)

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EXISTING LIGHT POLE TO REMAIN. CONTRACTOR TO PROTECT DURING CONSTRUCTION. (TYP.)

AutoCAD SHX Text EXISTING WATER IMPROVEMENTS TO REMAIN. CONTRACTOR TO PROTECT DURING CONSTRUCTION. (TYP.).

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EXISTING LIGHT POLE TO BE RELOCATED. COORDINATE WITH ARCH PLANS. (TYP.).

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EXISTING WATER LINE TO BE CAPPED AND ABANDONDED. (TYP.).

AutoCAD SHX Text EXISTING GATE BOX ACCESS AND CONTROLS TO BE RELOCATED. COORDINATE WITH ARCHITECTURAL PLANS. SEE ARCHITECTURAL PLANS FOR PROPOSED GATE REQUIREMENTS AND SPECIFICATIONS.

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EXISTING WATER IMRPOVEMENTS TO BE REMOVED.

AutoCAD SHX Text DEMOLITION NOTES: 1. IN ADDITION TO THESE PLANS, SEE OFFSITE IMPROVEMENT PLANS FOR ADDITIONAL DEMOLITION REQUIREMENTS. 2. UNLESS OTHERWISE NOTED ALL IMPROVEMENTS, UTILITIES AND STRUCTURES INSIDE LIMITS OF CONSTRUCTION SHALL BE REMOVED AND DISPOSED OF IN A LEGAL MANOR. 3. DISCONNECTION OF EXISTING WATER SERVICES SHALL BE COORDINATED WITH AHJ. ALL AHJ. ALL EXISTING METERS, BOXES, AND FIRE HYDRANTS TO REMAIN PROPERTY OF THE AHJ. . 4. ALL UNUSED SANITARY SEWER LATERALS TO BE CAPPED PRIOR TO DEMOLITION OR GRADING, IN ACCORDANCE WITH THE AHJ AND AHJ STANDARD REQUIREMENTS AND SPECIFICATIONS. AHJ AND AHJ STANDARD REQUIREMENTS AND SPECIFICATIONS. STANDARD REQUIREMENTS AND SPECIFICATIONS. STANDARD REQUIREMENTS AND SPECIFICATIONS. 5. ALL UNUSED WATER SERVICE LINES TO BE DEMOLISHED, SHALL BE CAPPED AT MAIN. 6. ALL GAS SERVICE LINES TO EXISTING FACILITIES THAT ARE TO BE DEMOLISHED, SHALL BE CAPPED AT MAIN. 7. CONTRACTOR SHALL IDENTIFY ALL OVERHEAD AND UNDERGROUND UTILITY SERVICES TO BE REMOVED AND/OR RELOCATED. CONTACT EACH PROVIDER AND COORDINATE CONSTRUCTION WITH ALL UTILITY PROVIDERS AND PAY ALL COSTS ASSOCIATED WITH RELOCATION OR REMOVAL. 8. PRIOR TO BEGINNING ANY DEMOLITION CONTRACTOR SHALL REVIEW THE SITE UTILITY PLANS SO THAT HE THOROUGHLY UNDERSTANDS PROPOSED UTILITY ROUTES TO PROPERLY SEQUENCE CONSTRUCTION OF DEMOLITION OF UTILITIES. 9. ANY WORK REQUIRED TO BE PERFORMED BY LOCAL UTILITY COMPANIES TO BE BILLED TO CONTRACTOR. 10. CONTRACTOR SHALL SAWCUT EXISTING PAVING/CONCRETE ALONG CONSTRUCTION LIMITS. CONTRACTOR SHALL REPLACE PAVING/CONCRETE IN LIKE KIND ASSURING A SMOOTH TRANSITION AND POSITIVE DRAINAGE. 11. DEMOLISHED IMPROVEMENTS SHALL BE HAULED OFF AND DISPOSED OF IN A LEGAL MANNER IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS.

AutoCAD SHX Text EXISTING EMERGENCY FUEL SHUT OFF VALVE TO REMAIN. CONTRACTOR TO PROTECT DURING CONSTRUCTION. (TYP.)

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EXISTING SIGN TO BE RELATED ADJACENT TO PROPOSED CONCRETE PAVEMENT. (TYP.)

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SEE ARCHITECTURAL PLANS FOR ALTERNATE PLAN BREAKDOWN.

C101

SITE LAYOUT PLAN

F -3

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18076.00/FAKZ182104

No. Revision Date

BAK

GRAPHIC SCALE

15 30 60

1"=30'

2176 PARKWAY LAKE DRIVE

BIRMINGHAM, ALABAMA 35244

PHONE: (205) 942-2486

FAX: (205) 942-3033

GONZALEZ - STRENGTH & ASSOCIATES, INC.

ENGINEERING, LAND PLANNING, SURVEYING, TRAFFIC/TRANSPORTATION

GSA JOB #18-0611

Sheet Number

Sheet Title

Project Title

Job Number

Date

Drawn By

Checked By

S o u th

C o u rt

S tr ee t

M o n tg o m er y, A

T el

W W W .S S L A R C H .C O M

A R

C H

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No. 31169

PROFESSIONAL

N G I N E E R

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18076.00/FAKZ182104

MAY 2021

No. Revision Date

BEFORE EXCAVATION

AS REQUIRED BY ALABAMA LAW

CALL 2 WORKING DAYS

ALABAMA LINE LOCATION CENTER, INC.

SITE CALLOUT LEGEND

LEGEND OF PROPOSED

IMPROVEMENTS

HEAVY DUTY CONCRETE PAVEMENT

SAW JOINT

ISOLATION JOINT

DOWEL JOINT

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CONC.

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GI.

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TOP=199.69

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CI.

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TOP=200.04

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CI.

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UNDERGROUND SENSOR

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CONC.

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GATEBOX

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GATE

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GATE

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CONC.

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CONC.

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CONC.

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CONC. WALL

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F.CAP

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CONC.

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CONC.

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CONC.

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CONC.

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ASPHALT

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CONC.

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CONC.

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ASPHALT

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COMM VAULT

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WATER VAULT

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CUTOFF METAL POST

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TIE DOWN HOOK

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LIGHT

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ASPHALT

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ASPHALT

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COMMUNICATION VAULT

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(PERIMETER RD.)

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METAL

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ELECTRIC

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BOX

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CONTROL

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PANEL

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FUEL SHUT OFF

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BOX

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COLUMN

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COLUMN

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ELECTRIC

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CONC. MARKER

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FUEL SHUT OFF

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PANEL

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CONTROL

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EMERGENCY

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SHOWER

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TRENCH

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GRATE

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GRATE

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TRENCH

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4" METAL STACK

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EMERGENCY

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SHOWER

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FOAM SYSTEM

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POLE

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HOSE POLE

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HOSE POLE

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PANEL

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CONTROL

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CBP

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GROUND POST

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GROUND POST

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CBP

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HOSE POLE

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FUEL STATION

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FUEL STATION

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FUEL STATION

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GROUND POST

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ALARM

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POLE

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PANEL

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CONTROL

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ELEC. OUTLET

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CONC. FOOTING

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EMERGENCY

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SHOWER

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ALARM

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POLE

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ELEC. OUTLET

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CONC. FOOTING

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EMERGENCY

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SHOWER

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3" WATER STACK

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METAL

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TABLE

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BLDG.#1702

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FFE.=204.29

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BLDG.#1701

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FFE.=204.35

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MONITOR

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BOX

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METAL

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VAULT

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F.CAP

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F.CAP

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2" PVC STACK

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3" METAL STACK

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4" METAL STACK

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VAULT

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METAL

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HOSE

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POLE

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PUMP

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GATE

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BOX

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GATE

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GATE

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INSPECTION SIGN

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ELECTRIC BOX

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GRAVEL

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GRAVEL

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GRAVEL

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GRAVEL

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GRAVEL

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GRAVEL

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GRAVEL

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FUEL SHUT OFF

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EMERGENCY

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GRAVEL

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GRAVEL

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GRAVEL

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SS/CO

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FIRE ALARM POLE

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AutoCAD SHX Text O

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SHOWER

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EMERGENCY

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HOSE POLE

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GRAVEL

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GRAVEL

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GRAVEL

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CONC.

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GRAVEL

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GRAVEL

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CONC.

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GRAVEL

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GRAVEL

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GRAVEL

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GRAVEL

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SMALL

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CAP

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SMALL

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CAP

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SMALL

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METAL

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CAP

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GRAVEL

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GRAVEL

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GRAVEL

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GRAVEL

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BLDG.#1700

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BLDG.#1700

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+FFE.=203.01

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BLDG.#1703

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FFE.=204.56+

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"I" BEAM

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"I" BEAM

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"I" BEAM

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"I" BEAM

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"I" BEAM

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GROUND POST

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SDMH.#2

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TOP=199.69

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INV 24" CONC IN E=194.69

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INV 24" CONC OUT W=194.69

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GI.#3

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TOP=198.45

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INV 36" CONC IN S=194.45

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INV 36" CONC OUT N=194.45

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CI.#4

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TOP=201.48

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INV 15" CONC IN W=196.48

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INV 36" CONC IN S=195.48

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INV 36" CONC OUT N=195.48

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GI.#5

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TOP=200.40

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PLASTIC STACK BOTTOM=197.40

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SDMH.#6

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TOP=202.43

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INV 36" CONC IN SW=196.83

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INV 36" CONC IN SE=196.83

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INV 36" CONC OUT N=196.83

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INV 36" CONC OUT N=196.83

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INV 36" CONC IN S=195.48

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INV 36" CONC OUT N=195.48

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GI.#7

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TOP=202.85

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INV 15" CONC OUT E=197.05

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GI.#13

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TOP=203.14

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FUEL CATCH

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GI.#14

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TOP=203.19

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GOES TO FUEL SEPARATOR

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GOES TO FUEL SEPARATOR

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TOP=203.19

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GI.#15

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GI.#16

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TOP=203.19

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GOES TO FUEL SEPARATOR

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GOES TO FUEL SEPARATOR

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TOP=203.19

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GI.#17

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GOES TO FUEL SEPARATOR

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TOP=203.19

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GI.#18

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GI.#11

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TOP=205.64

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CATCH BASIN FOR FUEL

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SDMH.#10

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TOP=204 29

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INV 8" CONC IN SW=198.69

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GI.#9

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TOP=200.95

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INV 6" PVC IN SE=197.75

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INV 12" CONC OUT E=197.75

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INV 8" CONC OUT NE=198.69

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SDMH.#12

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TOP=205.23

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INV 8" CONC IN W=199.63

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INV 8" CONC IN SW=199.63

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INV 8" CONC OUT NE=199.63

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GI.#8

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TOP=203.41

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6" PLASTIC STACK BOTTOM=200.91

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KEYPAD

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SS/CO

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CBP

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1" PLASTIC CONDUIT

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1" PLASTIC CONDUIT

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CONC.

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(POWER TRENCH)

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TRANSFORMER

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POWER METER

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CONC.

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GI.#1 TOP=197.16 INV 18" CONC IN SE=194.56 INV 18" CONC OUT NW=194.56

http://www.gwsonline.com/ http://www.gwsonline.com/ http://www.gwsonline.com/ http://www.gwsonline.com/ AutoCAD SHX Text 6/10/21

AutoCAD SHX Text GENERAL NOTES: 1. TOPOGRAPHIC SURVEY PROVIDED BY OWNER. IT SHALL BE THE OBLIGATION OF THE CONTRACTOR TO SATISFY THEMSELVES AS TO THE ACCURACY OF THE TOPOGRAPHIC SURVEY AND EXISTING UTILITIES FURNISHED ON THE GRADING PLAN AND/OR UTILITY PLAN BY PERSONAL EXAMINATION OF THE SITE AND THE EXISTING CONDITIONS. IF THE CONTRACTOR DISAGREES WITH THE TOPOGRAPHIC SURVEY OR THE EXISTING UTILITY LOCATIONS, THEY MUST NOTIFY IN WRITING THE CONTRACTING OFFICER IN ADVANCE OF BIDDING OR IT IS TAKEN THAT THE CONTRACTOR ACCEPTS THE EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN. 2. CONTRACTOR SHALL PROTECT ALL PROPERTY CORNERS AND BENCHMARK. IF DESTROYED DURING CONSTRUCTION, CONTRACTOR SHALL REPLACE AT HIS EXPENSE. 3. CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGE CAUSED TO EXISTING IMPROVEMENTS ON SITE OR OFF SITE DUE TO THE CONSTRUCTION OF THIS PROJECT. CONTRACT SHALL REPAIR OR REPLACE ANY DAMAGED EXISTING IMPROVEMENTS AT HIS EXPENSE. REPAIRS SHALL BE EQUAL TO OR BETTER THAN THE EXISTING CONDITIONS. 4. ADA SYMBOLS, SIGNS, AND RAMPS SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL, STATE, AND ADA REQUIREMENTS. MAXIMUM SLOPE IN ADA AREAS SHALL NOT EXCEED 1.9% IN ANY DIRECTION. 5. CONTRACTOR SHALL ACQUIRE A DIG PERMIT FROM THE GOVERNMENT PRIOR TO STARTING CONSTRUCTION. THE GOVERNMENT WILL PROVIDE ALL UTILITY LOCATION REQUIRED BY THE DIG PERMIT. ANY CONFLICTS SHALL BE REPORTED TO THE ENGINEER PRIOR TO STARTING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR FIXING ANY UTILITIES DAMAGED DURING CONSTRUCTION. 6. CONTRACTOR SHALL OBTAIN ALL PERMITS AND APPROVALS PRIOR TO BEGINNING CONSTRUCTION. 7. GONZALEZ STRENGTH & ASSOCIATES, INC., SHALL NOT HAVE AUTHORITY OVER THE CONTRACTOR'S WORK AND/OR RESPONSIBILITIES. GONZALEZ STRENGTH & ASSOCIATES, INC. IS NOT RESPONSIBLE FOR METHODS OR PROCEDURES OF CONSTRUCTION SELECTED BY THE CONTRACTOR, OR FOR SAFETY PRECAUTIONS INCIDENT TO THE WORK OF THE CONTRACTOR, OR FOR ANY FAILURE OF THE CONTRACTOR TO COMPLY WITH LAWS, RULES, REGULATIONS, ORDINANCES, OR CODES APPLICABLE TO THE CONTRACTOR FURNISHING AND PERFORMING THE WORK.

AutoCAD SHX Text SITE LAYOUT NOTES 1. ALL DIMENSIONS ARE TO OUTSIDE FACE OF BUILDING, TO FACE OF CURB, CENTER OF WALL, OR EDGE OF SURFACING. 2. REFER TO ARCHITECTURAL PLANS FOR ACTUAL BUILDING DIMENSIONS, ALL UTILITY TIE-INS, BOLLARD LOCATIONS AND OTHER RELATED INFORMATION. 3. DIRECTIONAL ARROWS AND PARKING SPACES STRIPING SHALL BE WHITE. HANDICAP PARKING STRIPING AND SYMBOL SHALL BE BLUE UNLESS LOCAL CODES INDICATE OTHERWISE. 4. ALL RADII ARE 3' UNLESS OTHERWISE NOTED. 5. TIE PROPOSED DRIVE TO EXISTING PAVEMENT, MATCHING GRADE AND ASSURING SMOOTH TRANSITION. 6. ALL CONCRETE PAVING JOINTS SHALL BE SEALED IN ACCORDANCE WITH SECTION 32 1720 - PAVEMENT JOINT SEALANTS. THE DESIGN AND LOCATION OF CONSTRUCTION JOINTS SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE PORTLAND CEMENT ASSOCIATION. A MAXIMUM JOINT SPACING OF 12" SHALL BE ESTABLISHED. ALL JOINTS SHALL BE FILLED WITH A SUITABLE FLEXIBLE JOINT COMPOUND TO PREVENT WATER INTRUSION AT THE JOINTS.

AutoCAD SHX Text

HEAVY DUTY CONCRETE PAVING SECTION REQ'D. (TYP.)

AutoCAD SHX Text SAWCUT AND REMOVE EXISTING ASPHALT PAVING SECTION OR CONCRETE PAVING SECTION A MINIMUM OF 1' INSIDE EDGE OF PAVEMENT OR AS SHOWN. TIE PROPOSED CONCRETE PAVEMENT TO EXISTING ASPHALT PAVING SECTION. MATCH EXISTING GRADE. NO PONDING OF WATER. ASSURE A SMOOTH TRANSITION. (TYP.)

AutoCAD SHX Text

HEADER CURB REQ'D. (TYP.) SEE STRUCTURAL.

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BOLLARD REQ'D. (TYP.) SEE DETAIL.

AutoCAD SHX Text

DOWEL JOINT REQ'D. (TYP.). SEE DETAIL.

AutoCAD SHX Text

ISOLATION JOINT REQ'D. (TYP.). SEE DETAIL.

AutoCAD SHX Text FOR REFERENCE ONLY PROPOSED IMPROVEMENTS WERE TAKEN FROM PREVIOUSLY APPROVED DRAWINGS FROM GTP CONSULTING ENGINEERS. CONTRACT NO. FA8903-17-0183 (NOT A PART OF THESE CONTRACT DOCUMENTS)

AutoCAD SHX Text EXISTING STORM INLET TO REMAIN. CONTRACTOR TO PROTECT DURING CONSTRUCTION. (TYP.)

AutoCAD SHX Text EXISTING STORM DRAINAGE IMPROVEMENT TO REMAIN. IF ALTERNATE IS AWARDED.CONTRACTOR TO PROTECT DURING CONSTRUCTION. (TYP.)

AutoCAD SHX Text

EXISTING FENCE TO REMAIN. CONTRACTOR TO PROTECT DURING CONSTRUCTION. (TYP.)

AutoCAD SHX Text EXISTING STORM STRUCTURE TO REMAIN. IF ALTERNATE IS AWARDED CONTRACTOR TO CONFIRM THAT STRUCTURE MEETS MINIMUM REQUIREMENTS FOR H20 LOADING. (TYP.) CONTRACTOR TO PROTECT DURING CONSTRUCTION. (TYP.)

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EXISTING GATE BOX TO REMAIN. CONTRACTOR TO PROTECT DURING CONSTRUCTION. (TYP.)

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EXISTING LIGHT POLE TO REMAIN. CONTRACTOR TO PROTECT DURING CONSTRUCTION. (TYP.)

AutoCAD SHX Text EXISTING WATER VALVE TO REMAIN. IF ALTERNATE IS AWARDED, INSTALL TRAFFIC RATED VALVE BOX.(TYP.).

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EXISTING LIGHT POLE TO BE RELOCATED. COORDINATE WITH ELECTRICAL PLANS. (TYP.).

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EXISTING FIRE ALARM POLE TO BE RELOCATED. COORDINATE WITH ELECTRICAL PLANS.

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EXISTING WATER LINE TO BE CAPPED AND ABANDONDED. (TYP.).

AutoCAD SHX Text EXISTING CLEANOUT TO REMAIN. CONTRACTOR TO PROTECT DURING CONSTRUCTION. (TYP). CLEANOUT SHALL BE MODIFIED AS REQ'D. TO BE TRAFFIC RATED.

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PROPOSED 2" WATER SERVICE AND SPIGOT.

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METAL ROOF ADDITION REQ'D. SEE ARCHITECTURAL PLANS (TYP.).

AutoCAD SHX Text BASE BID = NO CHANGES FROM EXISTING. ALTERNATE = CONCRETE PAVING AS SHOWN ON THIS DRAWING. REFER TO ARCHITECTURAL PLANS FOR ALTERNATE SEQUENCING.

AutoCAD SHX Text IF ALTERNATE IS AWARDED, TIE PROPOSED CONCRETE PAVING IMPROVEMENT TO EXISTING STORM STRUCTURE. MATCH GRADE, PROVIDE SMOOTH TRANSITION AND ASSURE POSITIVE DRAINAGE. SEE SHEET C301.

AutoCAD SHX Text

NEW CONTAINMENT CURB - SEE DETAIL

AutoCAD SHX Text SAW CUT AND REMOVE PORTION OF EXISTING CURB AS REQUIRED TO EXTEND CONTAINMENT CURB. (TYP.).

AutoCAD SHX Text

PROVIDE 1' CURB BREAK. (TYP.)

AutoCAD SHX Text IF ALTERNATE IS AWARDED, RE-GRADE THIS AREA AS REQUIRED TO INSTALL NEW CANTILEVER SLIDING GATE ASSEMBLY

AutoCAD SHX Text IF ALTERNATE IS AWARDED, REMOVE AND REPLACE EXISTING CHAIN LINK FENCING - SEE ARCH.

AutoCAD SHX Text IF ALTERNATE IS AWARDED, EXISTING GATE BOX ACCESS AND CONTROLS TO BE RELOCATED. COORDINATE WITH ELECTRICAL PLANS. SEE ARCHITECTURAL PLANS FOR PROPOSED GATE REQUIREMENTS AND SPECIFICATIONS

AutoCAD SHX Text IF ALTERNATE IS AWARDED, FIRE HYDRANT ASSEMBLY REQ'D. RELOCATE EXISTING FIRE HYDRANT. (TYP.).

AutoCAD SHX Text

EXISTING WATER LINE TO BE REMOVED.

AutoCAD SHX Text EXISTING STORM DRAINAGE IMPROVEMENT TO REMAIN. ADJUST TOP TO FINISH GRADE (TYP.).

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DELETED

AutoCAD SHX Text IF ALTERNATE IS AWARDED, HEADER CURB REQUIRED. TIE TO EXITING CURB. MATCH GRADE, PROVIDE SMOOTH TRANSITION AND ASSURE POSITIVE DRAINAGE. (TYP.)

AutoCAD SHX Text

EXISTING SIGN TO BE RELOCATED OUTSIDE PROPOSED PAVING. (TYP.)

AutoCAD SHX Text EXISTING EMERGENCY FUEL SHUT OFF VALVE TO REMAIN. CONTRACTOR TO PROTECT DURING CONSTRUCTION. (TYP.)

SEE ARCHITECTURAL PLANS FOR ALTERNATE PLAN BREAKDOWN.

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C200

SITE GRADING PLAN

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18076.00/FAKZ182104

No. Revision Date

BAK

GRAPHIC SCALE

15 30 60

1"=30'

Sheet Number

Sheet Title

Project Title

Job Number

Date

Drawn By

Checked By

S o u th

C o u rt

S tr ee t

M o n tg o m er y, A

T el

W W W .S S L A R C H .C O M

A R

C H

C T

U R

I N

T E

R D

E S

No. 31169

PROFESSIONAL

N G I N E E R

I C E N S E D

F -3

E P

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P A

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18076.00/FAKZ182104

MAY 2021

No. Revision Date

BEFORE EXCAVATION

AS REQUIRED BY ALABAMA LAW

CALL 2 WORKING DAYS

ALABAMA LINE LOCATION CENTER, INC.

LEGEND OF PROPOSED

IMPROVEMENTS

2176 PARKWAY LAKE DRIVE

BIRMINGHAM, ALABAMA 35244

PHONE: (205) 942-2486

FAX: (205) 942-3033

GONZALEZ - STRENGTH & ASSOCIATES, INC.

ENGINEERING, LAND PLANNING, SURVEYING, TRAFFIC/TRANSPORTATION

GSA JOB #18-0611

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TOP=199.69

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CI.

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TOP=200.04

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CI.

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ASPHALT

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COMM VAULT

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WATER VAULT

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CUTOFF METAL POST

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TIE DOWN HOOK

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LIGHT

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ASPHALT

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MONITOR

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BLDG.#1700

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+FFE.=203.01

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BLDG.#1703

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FFE.=204.56+

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"I" BEAM

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SDMH.#2

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TOP=199.69

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INV 24" CONC IN E=194.69

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INV 24" CONC OUT W=194.69

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GI.#3

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TOP=198.45

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INV 36" CONC IN S=194.45

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INV 36" CONC OUT N=194.45

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CI.#4

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TOP=201.48

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INV 15" CONC IN W=196.48

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INV 36" CONC IN S=195.48

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INV 36" CONC OUT N=195.48

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GI.#5

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TOP=200.40

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PLASTIC STACK BOTTOM=197.40

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TOP=202.43

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INV 36" CONC IN SW=196.83

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INV 36" CONC IN SE=196.83

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INV 36" CONC OUT N=196.83

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INV 36" CONC OUT N=196.83

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INV 15" CONC OUT E=197.05

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FUEL CATCH

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GOES TO FUEL SEPARATOR

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INV 8" CONC IN SW=198.69

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GI.#9

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TOP=200.95

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INV 6" PVC IN SE=197.75

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INV 12" CONC OUT E=197.75

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INV 8" CONC OUT NE=198.69

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TOP=205.23

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INV 8" CONC IN W=199.63

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INV 8" CONC IN SW=199.63

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INV 8" CONC OUT NE=199.63

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GI.#8

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TOP=203.41

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6" PLASTIC STACK BOTTOM=200.91

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KEYPAD

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CBP

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1" PLASTIC CONDUIT

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1" PLASTIC CONDUIT

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(POWER TRENCH)

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TRANSFORMER

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POWER METER

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CONC.

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GI.#1 TOP=197.16 INV 18" CONC IN SE=194.56 INV 18" CONC OUT NW=194.56

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AutoCAD SHX Text 6/10/21

AutoCAD SHX Text CONSTRUCTION SEQUENCE FOR EROSION CONTROL 1. PRIOR TO CLEARING SITE, CONTRACTOR SHALL BEGIN BY INSTALLING PERIMETER SILT FENCES. 2. CONTRACTOR SHALL INSTALL INLET PROTECTION ON ALL DOWNSTREAM STORM STRUCTURES. 3. ALL EXISTING STREAMS SHALL BE PROTECTED FROM SILT AND EROSION BY INSTALLATION OF SILT FENCES, HAY BALES, AND TEMPORARY DIVERSION BERMS. TEMPORARY DIVERSION BERMS SHALL BE STABILIZED IMMEDIATELY. 4. CONTRACTOR MAY NOW BEGIN CLEARING & GRUBBING AND GRADING THE SITE. 5. WATER FROM THE SITE SHALL BE DIRECTED TO TEMPORARY SEDIMENT PONDS AT LOCATIONS SHOWN ON THE PLAN OR AS DETERMINED BY THE CONTRACTOR PRIOR TO BEING RELEASED FROM THE SITE. 6. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY IS PLANNED TO STOP FOR 21 DAYS, SHALL BE TEMPORARILY SEEDED. THESES AREAS SHALL BE SEEDED NO LATER THAN 14 DAYS FROM THE LAST CONSTRUCTION ACTIVITY OCCURRING IN THESES AREAS. 7.

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File details come from the government source that posted it. Updated Aug 6, 2021.