ZTL-CHILD signatures drawings Final.pdf

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12/04/2025

MGR: ENGINEERING - CENTER A

HAMPTON

ZTL-25014336-C001

DD

KS

CHILD

ZTL CCF REPLACE ASPHALT PARKING LOT

CONCRETE PLAN

z tl -2

-c

.d w g

MAINTENANCE SERVICE

PROGRAM ENGINEERING

SOUTHERN REGION ATLANTA, GA

C O

N S

T R

U

IO

ATLANTA CENTER

DRAWING PRODUCED ON ASO RO MICROSTATION SYSTEM

PROJECT ENGINEER

25014336

GA

SCALE: 1/16" = 1'-0"C001

STRUCTURE

DRAINAGE

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV DESCRIPTION JCN

DATE

REDLINE

APVD

SUBMITTED BY APPROVED BY

JCN

DRAWN

CHECKED

REV

ISSUED BY

H

G

F

E

D

B

A

8 1234567

DRAWING NO

DESIGNED

REVIEWED BY

/0

/2

:0

P

M lo tt e d b y

V

-C

-E

APPROVED

8 234567

PARKING

H/C

STOP

X X

IS

8' 0 10' 40'

SCALE: 1/16" = 1'-0"

20' 30'

MH

CENTER

CHILD CARE

NOTES

1. EROSION CONTROL PROTECTION DEVICES SHALL BE

INSTALLED AND MAINTAINED ON ALL DRAINAGE STRUCTURES

AND SURROUNDING SOIL AREAS.

2. REMOVE IDENTIFIED CONCRETE CURB AND GUTTER AND

REPLACE IN ACCORDANCE WITH SPECIFICATIONS.

3. MAINTAIN EXISTING GRADE OF THE SOIL AND RE-SOD UPON

COMPLETION OF CURB WORK TO MAINTAIN PROPER

DRAINAGE TO INSTALLED STRUCTURES.

ztl-25014336-c001

2026-04-07T17:05:11-0400

ANTONIO J JARENO

2026-04-07T16:37:41-0400

JAVIER ALEJANDRO COMAS RUIZ

ZTL-25014336-C002

NEW PARKING LOT

SCALE: 1/16" = 1'-0"C002

CONSTRUCTION

LIMIT OF

STORM DRAIN

ASPHALT PARKING LOT

REPLACED

REMOVED AND

AND GUTTER TO BE

CONCRETE CURB

ENCASEMENT

CONCRETE

INLET

PLAY-GROUND

C.O.

:1 lo tt e

X

XXX

PX X

ASPHALT

LEGEND

1. ONCE THE NEW ASPHALT IS PLACED IN THE PARKING LOT,

COMPACT THE ASPHALT SO THAT POSITIVE DRAINAGE CAN BE

ACHIEVED. VERIFY THE FINISH PAVEMENT SLOPES TO MATCH

THE CONCRETE ENCASEMENT AND NOT FLATTER THEN THE

MINIMUM SLOPE. INFORM COR IF THIS CANNOT BE ACHIEVED.

2. FINISH ASPHALT SURFACE MUST BE FLUSH WITHIN 1/8" WITH

EXISTING SURFACE FEATURES TO INCLUDE BUT NOT LIMITED TO

MANHOLES, STORM DRAINS, CONCRETE GUTTERS, PADS, VALVE

BOXES, UNLESS OTHERWISE NOTED.

ztl-25014336-c002

2026-04-07T17:05:24-0400

ANTONIO J JARENO

2026-04-07T16:37:46-0400

JAVIER ALEJANDRO COMAS RUIZ

ZTL-25014336-C003

STRIPPING PLAN

SCALE: 1/16" = 1'-0"C003

STRIPE (TYP.)

4" WIDE PAINTED

WALKWAY PAVEMENT MARKING

:3 lo tt e

XX

XXXXXX

9 PARKING SPACES

12 PARKING SPACES

1. THE PARKING LOT MUST BE STRIPED TO MATCH THE EXISTING

LAYOUT EXCEPT WHERE HANDICAP PARKING SPACE NEED TO

BE INSTALLED.IN ADDITION, ENSURE WALKWAY PAVEMENT

MARKING IS ADDED TO THE PARKING LOT.

2. ALL ARROWS AND STOP PAVEMENT MARKINGS MUST BE

REINSTALLED TO MATCH EXISTING AND PER SPECIFICATIONS.

3. CONTRACTOR SHALL ENSURE THAT ALL PARKING STALLS SHALL

NOT IMPEDE DRAINAGE STRUCTURES OR WALKWAY ACCESS.

ztl-25014336-c003

2026-04-07T17:05:35-0400

ANTONIO J JARENO

2026-04-07T16:37:51-0400

JAVIER ALEJANDRO COMAS RUIZ

ZTL-25014336-D004

DEMOLITION SITE PLAN

-d

STORM DRAIN

REPLACED

REMOVED AND

AND GUTTER TO BE

CONC CURB

CONC ENCASEMENT

C.O.

SCALE: 1/16" = 1'-0"D004

:3 lo tt e

-d

PX X

ASPHALT

LEGEND

MILL ASPHALT DOWN TO SUBGRADE.

REMOVE APPROXIMATELY 75 LF OF CONCRETE CURB AND GUTTER

TO BE FIELD VERIFIED AS SHOWN ON DRAWINGS OR AS MARKED BY

COR.

PROVIDE SEDIMENT CONTROL ON STORM DRAIN UNTIL

CONSTRUCTION IS COMPLETE.

MAINTAIN POSITIVE DRAINAGE OF WATER THROUGHOUT

CONSTRUCTION.

CONCRETE ENCASEMENT TO REMAIN AND UNDISTURBED BY

CONSTRUCTION ACTIVITIES. ANY DAMAGE TO ENCASEMENT SHALL

BE REPAIRED.

ztl-25014336-d004

2026-04-07T17:04:54-0400

ANTONIO J JARENO

2026-04-07T16:37:35-0400

JAVIER ALEJANDRO COMAS RUIZ

ZTL-25014336-G001

COVER SHEET AND VICINITY MAP

-g

VICINITY MAP

LOCATION

PROJECT

:4 lo tt e

T OF TRANSPO

T A

IC

OF

STATES

IT

P A

TM

EN

AVIA

LA

TRAT

SI

NI

NOT TO SCALE

LONGITUDE:

LATITUDE:

ZTL/CCF - HAMPTON, GEORGIA

CHILDCARE PARKING LOT REPAIR

ztl-25014336-g001

2026-04-07T16:53:39-0400

ANTONIO J JARENO

2026-04-07T16:36:40-0400

JAVIER ALEJANDRO COMAS RUIZ

ZTL-25014336-G002

GENERAL NOTES, DRAWING INDEX

AND CIVIL LEGEND

TITLE

SCALE: X" = 1'-0"SHT

X-NNN

ELEVATION REFERENCE LETTER

ELEVATION IS LOCATED

SHEET NUMBER WHERE

(PLAN, DETAIL / ELEVATION, SECTION)

REFERENCE NUMBER/LETTER

DETAIL, ELEVATION OR SECTION IS/ARE LOCATED

SHEET NUMBER(S) WHERE CALLOUT(S) TO PLAN,

SECTION REFERENCE LETTER

SECTION IS LOCATED

DETAIL REFERENCE NUMBER

DETAIL IS LOCATED

lo tt e

DRAWING NO.

SUBTITLE REFERENCE

ELEVATION CALLOUT REFERENCE

DETAIL CALLOUT REFERENCE

SECTION CALLOUT REFERENCE

ZTL-25014336-C003

ZTL-25014336-C002

ZTL-25014336-C001

ZTL-25014336-D004

ZTL-25014336-G003

ZTL-25014336-G002

ZTL-25014336-G001

EXISTING SITE PLAN AND GENERAL NOTES

GENERAL NOTES, DRAWING INDEX AND CIVIL LEGEND

COVER SHEET AND VICINITY MAP

WATER LINE

FIRE LINE

BUILDING

MANHOLE

GATE VALVE

CHECK VALVE

BLOW-OFF VALVE

AIR RELEASE VALVE

CULVERT

PROPERTY LINE

HAND HOLE

GAS LINE

FUEL OIL SUPPLY

FUEL OIL RETURN

CABLE TV LINE:

STEAM LINE

CONDENSATE RETURN

CLEANOUT

IRRIGATION MAIN

SPRINKLER HEADS

FIRE HYDRANT

POST INDICATOR VALVE

W W

F F

BO BO

AR AR

TV TV

TV TV

UG

G G

FOS FOS

FOR FOR

STM STM

CR CR

CO CO

1R 1R

X X X X X

CTS CTS

CTR CTRCOOLING TOWER WATER RETURN

COOLING TOWER WATER SUPPLY

OVERHEAD

UNDERGROUND

TELEPHONE LINE:

ELECTRIC POWER LINE:

CONDUIT

UTILITY POLE

STREET LIGHT

FLOOD LIGHTS

SWITCHING COMPARTMENT

TRANSFORMER

STORM DRAIN LINE

SD

SD

SEWER (SAN OR COMB)

EASEMENT LINE

CENTER LINE

FORCE MAIN FM FM

INDUSTRIAL WATER IW IW

SHRUBS

TREES:

CONTOUR LINE

PAVEMENT

GUTTER

27.5

27.51 G

27.52 C

27.54 P

TOP OF CURB

TOP OF WALL

DECIDUOUS (WITH DIAM)

27.51 G

27.52 C

27.54 P

27.5

CRUSHED ROCK

SS SS

FHFH

EXISTING NEW

X XX XX X X XX XX X

DIRECTION OF FLOW

UNDERGROUND ELECTRIC DUCT BANK

CBCB

CATCH BASIN

SPLICE BOX

24"

18"EVERGREEN (WITH DIAM)

SPOT ELEVATIONS - GRADE

SOIL BORING

FENCE:

CHAIN LINK

BARBED WIRE OR WELDED WIRE FABRIC

SECURITY

SILT FENCE

27.53 TW

27 27

27.53 TW

GRASSED AREA

ASPH PAVING

PCC CONCRETE

CHILLED WATER RETURN

CHILLED WATER SUPPLY

INDUSTRIAL COLD WATER

CWR

CWS

IW

EMBANKMENT

CWR

CWS

IW

ELECTRIC BUSS DUCT SUPPORT

XXXXXXXXXXXXXXXXXXXX

XXXXXXXXXXXXXXXXXXXX

ASPH PAVEMENT

FUEL OIL VENT FOV FOV

B-2

RECONSTRUCTED

TOP

CIVIL LEGEND

REV. DATE DESCRIPTION

DRAWING LIST

GENERAL NOTES

A. THE FACILITY WILL BE OCCUPIED BY CHILDREN DURING CONSTRUCTION.

COORDINATE THE WORK WITH COR TO AVOID DISRUPTING FACILITY

OPERATIONS. MAINTAIN MEANS OF EGRESS DURING DEMOLITION AND

CONSTRUCTION ACTIVITIES. IF AN EXIT IS TEMPORARILY PLACED OUT OF USE

DURING THE WORK, COORDINATE WITH COR RISK MITIGATION PLAN FOR

TEMPORARY EGRESS MEASURES. RISK MITIGATION MUST ADDRESS

ALTERNATIVE MEANS OF EGRESS FOR BUILDING OCCUPANTS, SIGNAGE,

TRAINING (IF REQUIRED BY COR), AND PHASING OF THE WORK SO ONLY ONE

EXIT IS OUT OF USE AT ANY ONE TIME. PROVIDE NECESSARY SIGNAGE

WARNING BUILDING OCCUPANTS OF THE CHANGE, AND THE DIRECTION TO

THE NEAREST EXIT.

B. DO NOT PERFORM UNSCHEDULED INTERRUPTIONS TO BUILDING UTILITIES

AND SERVICES. WORK REQUIRING PERMANENT, TEMPORARY OR PARTIAL

OUTAGES MUST BE SCHEDULED AND APPROVED IN WRITING BY COR AT

LEAST 10 WORKING DAYS IN ADVANCE OF PERFORMANCE OF WORK.

C. ONLY FAA PERSONNEL MAY OPERATE CIRCUIT BREAKERS. REQUEST

PERMISSION IN WRITING OF FAA IN ADVANCE FOR EACH CASE OF BREAKER

OPERATION. DO NOT OPEN (DE-ENERGIZE) OR CLOSE (ENERGIZE) ANY

CIRCUIT BREAKER OR PIPE VALVE. COORDINATE DE-ENERGIZING, AND

ENERGIZING, OF ANY PANEL BOARD FOR CIRCUIT BREAKER REPLACEMENT

WITH COR.

D. PERFORM WORK IN CONFINED SPACES OR AREAS IN ACCORDANCE WITH

OSHA REQUIREMENTS, 29 CFR 1910.146 AND 1926.21(B)(6).

E. DO NOT SCALE DRAWINGS.

F. A PHASING PLAN MUST BE SUBMITTED TO THE FAA COR/RE FOR APPROVAL

SHOWING HOW THE FACILITY WILL REMAIN FUNCTIONAL FOR VEHICLE

ACCESS, VEHICLE PARKING, PEDESTRIAN ACCESS, AND FIRE EGRESS PATHS

WHILE CONSTRUCTION OPERATIONS ARE ONGOING AND COMPLETED.

CONSTRUCTION DATES OF EACH PHASE MUST BE INCLUDED WITH PHASING

PLAN SUBMITTAL.

EXISTING NEW

ztl-25014336-g002

2026-04-07T17:00:50-0400

ANTONIO J JARENO

2026-04-07T16:37:19-0400

JAVIER ALEJANDRO COMAS RUIZ

ZTL-25014336-G003

EXISTING SITE PLAN

AND GENERAL NOTES

DRAINAGE

STORM

CURB

EXISTING

POLE

LIGHT

HYDRANT

EXISTING

:2 lo tt e

THE CONSTRUCTION.

CONTRACTOR MUST REPLACE ANYTHING DAMAGED DURING 6.

USE.

EROSION CONTROL MATERIALS CONTRACTOR PROPOSES TO

SUBMIT FOR APPROVAL OF TOPSOIL, SEED, SOD, AND 5.

IMMEDIATELY.

CONSTRUCTION, THE CONTRACTOR MUST NOTIFY FAA COR

IF EXCESS FUMES/DUST IS GENERATED DUE TO 4.

OR DISRUPT LOCAL FAA.

DUST CONTROL TO RESTRICT VISIBILITY OF PASSING TRAFFIC

MEANS TO REMOVE LOOSE DEBRIS OR DUST. DO NOT ALLOW

PROVIDE POWER BROOMS, VACUUM SWEEPERS, OR OTHER 3.

MUST BECOME THE PROPERTY OF THE CONTRACTOR.

ALL EXCESS MATERIAL FROM DEMOLITION AND EXCAVATION 2.

THE FACILITY GROUNDS.

COMPLETED BEFORE ANY DEMOLITION OR EXCAVATION ON

PRIOR TO THE START OF PROJECT, UTILITY MARKING MUST BE 1.

WORK AREAS

PROVIDE FIRE HYDRANT PROTECTION.

DAMAGE OR COORDINATE WITH THE LOCAL AUTHORITIES TO

CONTRACTOR MUST PROTECT FIRE HYDRANTS FROM 1.

EQUIPMENT PROTECTION

LOCATION WITH COR.

NOT BE USE TOILETS INSIDE FAA FACILITIES. COORDINATE

MUST BE PROVIDED BY CONTRACTOR. CONTRACTOR MUST

PORTABLE CHEMICAL TOILETS AND HAND WASH STATIONS 1.

CONSTRUCTION TOILET FACILITIES

CONTRACTOR MUST NOT USE FAA DUMPSTERS.3.

SITE.

MUST BE IMMEDIATELY CLEANED UP AND REMOVED FROM THE

OUT. LOOSE MATERIAL THAT IS DEPOSITED ON ANY SURFACE

REQUIREMENTS TO PREVENT LOOSE MATERIAL FROM FALLING

MUST BE COVERED PER ALL LOCAL AND STATE

TRUCKS HAULING MATERIALS TO AND FROM THE WORK SITE 2.

NO PAVEMENT DEBRIS SHALL BE STORED ON SITE.1.

CONSTRUCTION DEBRIS

APPROVED BY COR.

BE OFF-LIMITS FOR CONTRACTOR PARKING UNLESS

EXISTING PARKING SPACES IN CERTAIN AREAS AT ARTCC MAY

EQUIPMENT) MUST BE COORDINATED WITH LOCAL FAA.

CONTRACTORS PARKING (COMPANY TRUCKS AND 1.

CONTRACTOR PARKING

OF THE FAA CHILDCARE FACILITY AT ANY TIME.

CONTRACTOR MUST NOT BE ALLOWED ACCESS TO THE INSIDE 3.

CONSTRUCTION AREAS.

FENCING TO PROTECT, WARN AND DIRECT PERSONS NEAR

PROVIDE NECESSARY BARRICADES, LIGHTS, SIGNAGE, AND

CONSTRUCTION EMPLOYEES AND DELIVERIES ON SITE.

PROVIDE SIGNAGE TO INDICATE ACCESS ROUTE FOR 2.

PARTICULARLY IN CONJUNCTION WITH ONGOING PROJECTS.

COORDINATED WITH SITE PERSONNEL VIA COR;

AND EXTENT/SIZE OF CONSTRUCTION STAGING AREA MUST BE

CONSTRUCTION ACCESS, PARKING, CONSTRUCTION TRAILER 1.

CONSTRUCTION ACCESS

PAVEMENT MARKINGS

1. PRIOR TO ANY PAVEMENT DEMOLITION, MEASURE EXISTING

PARKING STALL, DRIVE AISLE AND PAINTED ISLAND DIMENSIONS IN

EACH PARKING AREA. THIS INFORMATION MUST BE USED TO

ESTABLISH NEW PAVEMENT MARKINGS.

PARKING LOT AND DRIVEWAY REPAIR

1. THE CONTRACTOR MUST FIELD VERIFY ALL ELEVATIONS AND

FLOW LINES BY A LICENSED SURVEYOR TO PROVIDE POSITIVE

FLOW TO INLETS. THIS PLAN MUST BE SUBMITTED FOR APPROVAL

BY FAA. PONDING OF WATER IS NOT ACCEPTABLE AND MUST BE

CORRECTED. COORDINATE CORRECTIVE MEASURES WITH THE

COR. THE CONTRACTOR MUST NOTIFY COR OF DIFFERING

CONDITIONS FOUND.

2. DISTURBED LAWNS AND LANDSCAPING MUST BE STABILIZED WITH

SOD. ALL OTHER ITEMS, INCLUDING BUT NOT LIMITED TO

SPRINKLER SYSTEM, SIDEWALKS AND CURBS, MUST BE RESTORED

TO EQUAL OR BETTER THEN ORIGINAL CONDITION BY

CONTRACTOR AT NO EXPENSE TO THE GOVERNMENT AND TO THE

SATISFACTION OF THE COR.

3. UNLESS OTHERWISE IDENTIFIED, REPLACEMENT PAVEMENT

GRADES MUST MATCH EXISTING GRADES.

4. AFTER MILLING OF THE PAVEMENT AND PRIOR TO ANY

RESURFACING THE EXISTING DRAINAGE STRUCTURES, VALVES,

ETC. MUST BE INSPECTED TO DETERMINE IF ANY ADJUSTMENT TO

THE STRUCTURES WILL BE REQUIRED TO MEET TOLERANCES

REQUIRED BY COR. ANY STRUCTURES THAT REQUIRE

ADJUSTMENTS MUST BE REPORTED TO THE COR IMMEDIATELY.

CONTRACTOR MUST ADJUST STRUCTURE PENDING COR EVAL.

5. FOR ALL INQUIRIES ON STRIPING FOR THE PARKING LOT

REFERENCE PLAN C103.

6. REMOVE ALL SIGNS AND POSTS AS DIRECTED BY THE COR.

CAUTION NOTES

1. UNDERGROUND UTILITIES EXIST WITHIN AND ADJACENT TO THE

LIMITS OF CONSTRUCTION. AN ATTEMPT WAS MADE TO LOCATE

THESE UTILITIES ON THE PLANS, HOWEVER, ALL EXISTING

UTILITIES MAY NOT BE SHOWN AND THE ACTUAL LOCATIONS OF

THE UTILITIES MAY VARY FROM THE LOCATIONS SHOWN. PRIOR TO

BEGINNING ANY TYPE OF EXCAVATION, THE CONTRACTOR MUST

PERFORM UTILITY LOCATE PER CONSTRUCTION SPECIFICATIONS.

2. DETAILED AS-BUILT DRAWINGS ARE TO BE MAINTAINED ON SITE

DURING CONSTRUCTION AND FINAL (DIGITAL) COPY MUST BE

SUBMITTED TO GOVERNMENT AT COMPLETION OF PROJECT.

3. NO EXCAVATION IS PERMITTED WITHOUT DIG PERMIT

ztl-25014336-g003

2026-04-07T17:04:42-0400

ANTONIO J JARENO

2026-04-07T16:37:25-0400

JAVIER ALEJANDRO COMAS RUIZ