ATCT Modernization Drawings.pdf

9/21/15

N

LEGEND

CLEANOUT

EXISTING

ABBREVIATION

WATER

SANITARY SEWER

POLYVINYL CHLORIDE

SS

P.I.V.

OS&Y

RCP

CONC.

MIN.

O.D.

PVC

CONCRETE

MINIMUM

OUTSIDE DIAMETER

OPEN/SHUT AND YOKE

POST INDICATOR VALVE

G

W

GAS

REINFORCED CONCRETE PIPE

GENERAL NOTES:

RECORD DRAWING NOTES:

ACCESS AND STAGING

EQUIPMENT AND STOCKPILE HEIGHT

COORDINATION AND COMMUNICATION

TRAFFIC CONTROL

RGM

JTS

SPD

ATCT ENTRANACE

BELLEVUE AVE

HAUL ROUTE

CONTRACTOR

H I G

H W

A Y

HAUL ROUTE

CONTRACTOR

ATCT

TOWER

AIRPORT TRAFFIC CONTROL

DAB-D-ATCT-C001

CO

PROPOSED

VALVE VAULT

PUMP STATION

BUILDING

IRRIGATION

ELECTRIC

SANITARY SEWER FORCE MAIN

COMMUNICATION (TELEPHONE)

CHAIN LINK FENCE

FIBER OPTIC

LIFT STATION

FORCE MAIN VAULT

CONTROL PANEL

UNKNOWN LINE/PIPE

TRANSFORMER

VAULT

ASPHALT

CONCRETE

1x2 PULL BOX

3x3 HAND HOLE

STORM STRUCTURE

SANITARY SEWER

NOT TO SCALE

CONSTRUCTION ACCESS AND SAFETY PLAN1

C001

COTR CONTRACTING OFFICER'S TECHNICAL REPRESENTATIVE

UE UNDERGROUND ELECTRIC

RESUBMISSION.

RETURNED TO THE CONTRACTOR FOR CORRECTION AND

DRAWINGS ARE CONSIDERED UNACCEPTABLE, THEY SHALL BE

FORMAT OF SUBMITTED RECORD DRAWINGS. IF THE RECORD

THE FAA SHALL REVIEW COMPLETENESS, ACCURACY, AND 4.

FEATURES THAT WERE REVEALED DURING CONSTRUCTION.

INCLUDES BURIED OR CONCEALED CONSTRUCTION AND UTILITY

APPROVED CONSTRUCTION DRAWINGS SHALL BE NOTED. THIS

FROM THE INFORMATION PRESENTED ON THE ORIGINAL,

CONFIGURATIONS, AND ANY OTHER CHANGES OR DEVIATIONS

ALL VARIATIONS IN PROJECT CONDITIONS, LOCATIONS, AND 3.

DRAWINGS OF COMPLETED CONSTRUCTION.

THESE REVISIONS SHALL BE USED TO PREPARE RECORD

DESIGN DEPICTED ON APPROVED CONSTRUCTION DRAWINGS.

FAA-APPROVED FIELD CONSTRUCTION REVISIONS TO THE

SHALL BE RESPONSIBLE FOR KEEPING TRACK OF ANY

DURING CONSTRUCTION OF THE PROJECT, CONTRACTOR 2.

SUBMITTED TO THE FAA.

PROJECT. CONSTRUCTION RECORD DRAWINGS SHALL BE

DRAWINGS AT ALL TIMES THROUGH THE DURATION OF THE

CONTRACTOR SHALL MAINTAIN UPDATED RECORD 1.

WORK WITHIN THE PERMANENT AND TEMPORARY EASEMENTS.

PERFORMED WITHIN EASEMENTS, CONTRACTOR SHALL CONFINE

WHEN CONSTRUCTION WORK RESTRICTED TO BEING 7.

WORKMANSHIP MANNER USING QUALITY MATERIALS.

ALL WORK SHALL BE CONDUCTED IN A PROFESSIONAL 6.

SHALL BE CONSIDERED FINAL.

ISSUE TO THE FAA IN WRITING. THE DECISION OF THE FAA

REQUIREMENT IS MOST STRINGENT, CONTRACTOR SHALL SUBMIT

STRINGENT. WHERE A QUESTION REMAINS ON WHICH

CONTRACTOR SHALL INCORPORATE WHICHEVER IS MOST

CONTRADICTION OR DISCREPANCY BETWEEN REQUIREMENTS,

CODES, ORDINANCES, AND REGULATIONS. IN CASE OF

THE PLANS AND SPECIFICATIONS AND LOCAL AND GOVERNMENT

ALL WORK SHALL BE CONDUCTED IN ACCORDANCE WITH 5.

AUTHORIZED PERSONNEL OF THE COTR.

ALL WORK SHALL BE SUBJECT TO INSPECTION BY 4.

UNLESS INDICATED OTHERWISE.

BACK OF CURB, OR OUTSIDE FACE OF FOUNDATION WALL,

TO OR MEASURED TO STRUCTURE CENTER, EDGE OF PAVEMENT,

CALLOUTS, COORDINATES AND DIMENSIONS ARE POINTED 3.

FEET, UNLESS INDICATED OTHERWISE.

ALL DIMENSIONS, ELEVATIONS, AND STATIONS ARE IN 2.

2015.

PERFORMED BY SLIGER AND ASSOCIATES IN SEPTEMBER

TOPOGRAPHIC AND UTILITY LOCATE SURVEY. THE SURVEY WAS

SHOWN IS TAKEN FROM AERIAL PHOTOGRAPHS AND A PARTIAL

BACKGROUND PLANIMETRIC AND UTILITY INFORMATION 1.

C103 C101 C100 C002

AREAS IS PROHIBITED.

STOCKPILING OF MATERIAL WITHIN THE AIRFIELD SAFETY

PLACED AT THE HIGHEST POINT OF THE STOCKPILE.

BE IDENTIFIED WITH A 360-DEGREE RED OBSTRUCTION LIGHT

STOCKPILES ADJACENT TO AIRCRAFT OPERATIONS AREA SHALL

STOCKPILES WOULD PENETRATE AVIATION SURFACES. ALL

MATERIALS, SPOILS, OR DEBRIS IN ANY AREA WHERE SUCH

CONTRACTOR SHALL NOT STOCKPILE CONSTRUCTION 3.

ELEVATION.

SHALL HAVE BOOMS OR ARMS LOWERED TO THEIR LOWEST

WHEN NOT IN OPERATION, ALL EQUIPMENT AND CRANES 2.

BE ISSUED BY AIRPORT OPERATIONS AND THE FAA.

FAA REGIONAL OFFICE. PERMISSION TO USE CRANES SHALL

COORDINATE THE SUBMITTAL OF FAA FORM 7460-1 TO THE

OPERATIONS PRIOR TO THE START OF CONSTRUCTION TO

A MINIMUM NOTICE OF 45 DAYS TO THE FAA AND AIRPORT

CRANES WILL BE USED ON-SITE, CONTRACTOR SHALL PROVIDE

PENETRATE THE AIRFIELD APPROACH SURFACES OR WHEN

(CURRENT EDITIONS). WHEN EQUIPMENT IS EXPECTED TO

ADVISORY CIRCULAR AC 150/5370-2F AND AC 150/5300-13

GOVERNED BY FEDERAL AVIATION ADMINISTRATION (FAA)

EQUIPMENT OPERATING IN AN AIRCRAFT OPERATIONS AREA IS

THE MAXIMUM ALLOWABLE HEIGHT OF CONSTRUCTION 1.

ORIGINAL CONDITION TO THE SATISFACTION OF THE FAA.

REPAIRED TO RESTORE THE ROADS AND PAVEMENTS TO THEIR

TO CONSTRUCTION EQUIPMENT OR TRAFFIC SHALL BE

ANY DAMAGE TO ROADS AND PAVEMENTS-TO-REMAIN DUE 8.

APPROVED THE RE-OPENING OF ACTIVE AREAS.

RE-OPENED UNTIL THE FAA HAS COMPLETED INSPECTION AND

TO SCHEDULE AN INSPECTION. NO ROADWAY SHALL BE

CONTROL DEVICES, THE CONTRACTOR SHALL REQUEST THE FAA

PRIOR TO THE REMOVAL OF BARRICADES AND TRAFFIC 7.

CLOSURE PRIOR TO THE ROAD REQUIRING CLOSURE.

WEEK TO AIRPORT AND THE FAA FOR ROAD OR PARKING LOT

CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 1 6.

CONSTRUCTION LIMITS.

NO PEDESTRIAN TRAFFIC SHALL BE ALLOWED INSIDE THE 5.

EXISTING PAVEMENT-TO-REMAIN.

ONLY RUBBER-TIRE VEHICLES WILL BE ALLOWED ON 4.

REVERSE.

SIGNALING DEVICES TO SOUND AN ALARM WHEN MOVING IN

CONSTRUCTION EQUIPMENT SHALL HAVE AUTOMATIC 3.

MARKINGS, WHICH ARE CLEARLY VISIBLE.

MARKED WITH COMPANY DESIGNS, INSIGNIAS, OR OTHER

ALL CONSTRUCTION EQUIPMENT AND VEHICLES SHALL BE 2.

FAA.

ROADWAY AREAS BY USING BARRICADES APPROVED BY THE

OFF THE CONSTRUCTION WORK AREA AND ASSOCIATED

PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CORDON 1.

MEETING

OTHER CONTACTS AS DIRECTED AT PRE-CONSTRUCTION b.

911EMERGENCYa.

FOR CONTRACTOR'S USE IN CASE OF AN EMERGENCY:

THE FOLLOWING CONTACT INFORMATION IS PROVIDED 3.

FAA.

CONTRACTOR SHALL BE REVIEWED AND APPROVED BY THE

THE FAA. ALL CONSTRUCTION ACTIVITIES PLANNED BY THE

CONSTANT COORDINATION BETWEEN ANY SUBCONTRACTORS AND

CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING 2.

PRIOR TO THE START OF CONSTRUCTION ACTIVITIES.

CONTACT INFORMATION OF REPRESENTATIVES TO THE FAA

SHALL BE PROVIDED. CONTRACTOR SHALL PROVIDE NAMES AND

ON THE CONSTRUCTION SITE, AN ALTERNATE REPRESENTATIVE

PRIMARY CONSTRUCTION REPRESENTATIVE IS NOT AVAILABLE

AVAILABLE ON A 24-HOUR BASIS. WHEN THE CONTRACTOR'S

RESPONSIBLE CONTRACTOR'S REPRESENTATIVE WHO SHALL BE

CONSTRUCTION SUPERINTENDENT SHALL BE DESIGNATED THE

TIMES WHILE WORK IS IN PROGRESS. THE PRIMARY

TIMES DURING WORKING HOURS AND ACCESSIBLE AT ALL

WHO SHALL BE PRESENT ON THE CONSTRUCTION SITE AT ALL

SUPERINTENDENT, SUBJECT TO THE APPROVAL OF THE FAA,

CONTRACTOR SHALL APPOINT A PRIMARY CONSTRUCTION 1.

LEGEND, ABBREVIATIONS & GENERAL NOTES

DESIGNED

DRAWN

CHECKED D

STORM SEWER

YI YARD INLET

DI DROP INLET

INV INVERT

SD STORM DRAIN

STA STATION

YI YARD INLET

(FOD) ON THE AIRFIELD OR PROJECT SITE.

MATERIALS AND DEBRIS TO PREVENT FOREIGN OBJECT DEBRIS

14. CONTRACTOR IS RESPONSIBLE FOR SECURING ALL

SATISFACTION OF THE FAA AND AIRPORT.

RESTORED TO THEIR ORIGINAL CONDITION OR BETTER TO THE

OTHER AREAS DISTURBED BY THE CONTRACTOR SHALL BE

13.ACCESS POINTS, HAUL ROUTES, STAGING AREA, AND ANY

CURRENT AND VALID REGISTRATION AND INSURANCE.

SECURITY REQUIREMENTS, AND ALL VEHICLES MUST HAVE

CURRENT AND VALID PHOTO IDENTIFICATION PER AIRPORT

MAY EXPERIENCE DELAYS. ALL PERSONNEL MUST HAVE A

TO SEARCH BY SECURITY WHEN ENTERING THE AIRPORT AND

12.ALL CONTRACTOR VEHICLES AND PERSONNEL ARE SUBJECT

ORIGINAL CONDITION.

SECURITY GATE AND RESTORE SECURITY FENCE TO ITS

AT PROJECT COMPLETION, CONTRACTOR SHALL REMOVE

HOURS AND SHALL BE LOCKED DURING NON-WORKING HOURS.

GATE SHALL BE STAFFED AT ALL TIMES DURING WORKING

EXISTING FENCE STRENGTH, SIZE, AND DIMENSIONS. SECURITY

CONTRACTOR'S WORK AREA SHALL MEET OR EXCEED THE

11.SECURITY FENCING AND GATES ASSOCIATED WITH

SCHEDULED MONDAY-FRIDAY, 8:00 AM TO 3:00 PM.

PRIOR TO THOSE DELIVERIES. DELIVERIES SHALL BE

HOURS TO THE FAA REGARDING CONSTRUCTION DELIVERIES

CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 48 10.

VENDORS ALLOWED."

THE SIGN SHALL READ "CONSTRUCTION VEHICLES ONLY, NO

EMPLOYEES, AND DELIVERIES TO THE CONSTRUCTION SITE.

MEETING FAA APPROVAL, TO DIRECT MATERIAL SUPPLIERS,

CONSTRUCTION ENTRANCE A PROFESSIONALLY PAINTED SIGN,

CONTRACTOR SHALL PROVIDE AND INSTALL AT THE 9.

IN THE STAGING AREA.

CONTRACTOR'S EQUIPMENT AND VEHICLES SHALL BE PARKED

WHEN NOT ENGAGED IN CONSTRUCTION ACTIVITIES, 8.

AIRPORT.

OPERATIONAL REQUIREMENTS OF THE PROJECT SITE AND

DIRECTION OF THE FAA AND MAY CHANGE BASED ON

CONTRACTOR'S STAGING AREA IS SUBJECT TO CHANGE AT THE

ALTERNATIVES TO THE STAGING AREA LOCATIONS AS SHOWN.

THE APPROVAL OF THE FAA. CONTRACTOR MAY SUBMIT

WITHIN THE LIMITS OF CONSTRUCTION AND IS SUBJECT TO

EQUIPMENT. LOCATION OF CONTRACTOR'S STAGING SHALL BE

STAGING AND STOCKPILE AREA FOR MATERIALS AND

CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING A 7.

FENCING AROUND THE ENTIRE SITE DURING CONSTRUCTION.

CONTRACTOR SHALL PROVIDE TEMPORARY CONSTRUCTION 6.

COORDINATED OTHERWISE WITH THE FAA.

AREAS WITHIN THE CONSTRUCTION LIMITS UNLESS

CONTRACTOR SHALL RESTRICT ALL OPERATIONS TO 5.

ACTIVITIES ON A DAILY BASIS.

TO BE FREE FROM DEBRIS CAUSED FROM CONSTRUCTION

CONTRACTOR SHALL MAINTAIN ACCESS AND HAUL ROUTES 4.

EMERGENCY SERVICES OF THE CLOSURE.

FAA, POLICE, LOCAL FIRE AUTHORITY, AND ALL OTHER

CONSTRUCTION ACTIVITIES, CONTRACTOR SHALL NOTIFY THE

IF ANY EMERGENCY ROUTES REQUIRE CLOSURE DUE TO 3.

RESPONSE TIME.

TIMES WITHOUT DELAY TO EMERGENCY AND SECURITY VEHICLE

AREAS, AIRPORT AREAS, AND EXISTING ROADWAYS AT ALL

ALLOWS UNOBSTRUCTED EMERGENCY ACCESS TO ALL PROJECT

MAINTAIN ALL ACCESS AND HAUL ROUTES IN A MANNER THAT

CONTRACTOR SHALL COORDINATE ACTIVITIES AND 2.

REQUIREMENTS OF THE PROJECT SITE AND AIRPORT.

THE AIRPORT AND MAY CHANGE BASED ON OPERATIONAL

SUBJECT TO CHANGE AT THE DIRECTION OF THE FAA AND

AFFECTED ROUTE. ACCESS ROUTES AND HAUL ROUTES ARE

THE APPROPRIATE OWNER WHO HAS JURISDICTION OVER THE

RESPONSIBILITY TO COORDINATE OFF-SITE HAUL ROUTES WITH

APPROVAL OF THE FAA. IT SHALL BE THE CONTRACTOR'S

ILLUSTRATED ON THIS DRAWING AND ARE SUBJECT TO THE

PERSONNEL, VEHICLES, EQUIPMENT, AND DELIVERIES ARE

ACCESS AND HAUL ROUTES FOR ALL CONTRACTOR 1.

APPROVER'S TITLE

DEPARTMENT OF TRANSPORTATION

REV DESCRIPTION JCN

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APPROVED

SOUTHERN REGION ATLANTA, GEORGIA 30320

DAYTONA FLDAYTONA BEACH INTERNATIONAL AIRPORT

FACILITIES

AIRWAY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

FOR OFFICIAL USE ONLY

FEDERAL AVIATION ADMINISTRATION

SUBMITTED BY

REVIEWED BY

SUBMITTER'S TITLE

DESIGNED

DRAWN

CHECKED

ISSUED BY DATE

DRAWING NO

JCN

REV

APPROVED BY

MAJOR MODERNIZATION OF THE

AIRPORT TRAFFIC CONTROL TOWER

DAYTONA BEACH

1600018

PH: 770-587-4776

ALPHARETTA, GA 30022

3650 MANSELL ROAD, SUITE 300

PAGE OF 94

0 12/08/2017 ISSUED FOR CONSTRUCTION

12/08/2017

S T

O P

STOP STOP

SPD

RGM

JTS

0 30 6030

1" = 30'-0"

C500

DAB-D-ATCT-C002

CONSTRUCTION PHASING PLAN

C500

D

CO

C O

YI

YI

GENERAL NOTES:

TO BELLEVUE AVE

ACCESS

CONTRACTOR SITE

PHASE 1

ELECTRICAL DRAWINGS

MECHANICAL AND

SEE ARCHITECTURAL,

INTERIOR RENOVATIONS

PAVEMENT PHASING LEGEND

PHASE 3

AND SITE LIGHTING

INCLUDING ASPHALT REHABILITATION

EXTERIOR PARKING LOT RENOVATIONS

SEE NOTE 3

TEMPORARY RESTROOM TRAILER

PHASE 1

BARRICADES

PHASE 3C

BARRICADES

PHASE 3A

BARRICADES

PHASE 3B

BARRICADES

PHASE 3A & 3B

PHASE 2A

PHASE 3A

PHASE 3B

PHASE 3C

TEMPORARY BARRICADE

SCALE: 1" = 30'

CONSTRUCTION PHASING PLAN1

C002

PHASE 3D

M A

T C

H L I

E

C

PHASE 2

5.

4.

3.

2.

1.

CONSTRUCTION SIGN

BARRICADES

PHASE 2A

OPEN DURING NORMAL FAA OPERATION HOURS.

CONTRACTOR SHALL ENSURE ALL POV PARKING AREAS ARE

DOCK, OVERFLOW PARKING AREA, AND DUMPSTER. THE

THE CONTRACTOR SHALL COORDINATE ACCESS TO LOADING

TIME.

NORMAL WORKING HOURS TO MINIMIZE PARKING LOT CLOSURE

PHASE 3C CONSTRUCTION SHALL BE PERFORMED DURING OFF

HOURS OF OPERATION.

RESTROOM IS OPERATIONAL FOR FAA STAFF DURING ALL

RECOMMENDATIONS. CONTRACTOR SHALL ENSURE TRAILER

TEMPORARY POWER IN ACCORDANCE WITH MANUFACTURER'S

TANK. CONTRACTOR SHALL COORDINATE AND PROVIDE

CONTAINED WITH FRESH WATER SUPPLY TANK AND WASTE

ACCORDANCE WITH SPECIFICATIONS. TRAILER SHALL BE SELF

FOR PHASE 1 INTERIOR BATHROOM RECONSTRUCTION IN

CONTRACTOR SHALL PROVIDE TEMPORARY RESTROOM TRAILER

AND FROM BUILDING.

ARRANGEMENTS FOR THE SAFE PASSING FOR PEDESTRIANS TO

DURING CONSTRUCTION. THE CONTRACTOR SHALL MAKE

FAA ATCT AND BASE BUILDING WILL REMAIN OPERATIONAL

SEE ACCESS AND STAGING NOTES ON C001.

REPLACEMENT

SANITARY SEWER FORCEMAIN

PHASE 2B

FINE GRADE EXTERIOR

SEWER INSTALLATION

STORM INLETS AND

AND PUMP STATION REPLACEMENT

SANITARY SEWER GRAVITY OUTFALL

PHASE 2A

APPROVER'S TITLE

DEPARTMENT OF TRANSPORTATION

REV DESCRIPTION JCN

DATE

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APPROVED

SOUTHERN REGION ATLANTA, GEORGIA 30320

DAYTONA FLDAYTONA BEACH INTERNATIONAL AIRPORT

FACILITIES

AIRWAY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

FOR OFFICIAL USE ONLY

FEDERAL AVIATION ADMINISTRATION

SUBMITTED BY

REVIEWED BY

SUBMITTER'S TITLE

DESIGNED

DRAWN

CHECKED

ISSUED BY DATE

DRAWING NO

JCN

REV

APPROVED BY

MAJOR MODERNIZATION OF THE

AIRPORT TRAFFIC CONTROL TOWER

DAYTONA BEACH

1600018

PH: 770-587-4776

ALPHARETTA, GA 30022

3650 MANSELL ROAD, SUITE 300

PAGE OF 94

DEMOLITION NOTES

LEGEND

EXISTING CONDITIONS NOTES

N

JTS

JTG

JTG

0 30 6030

1" = 30'-0"

SCALE: 1" = 30'

EXISTING CONDITIONS AND DEMOLITION PLAN1

C100

SCALE: 1" = 20'

ENLARGED VIEW2

UTILITY PAVEMENT PATCH

UTILITY STRUCTURE DEMOLITION

0 20 4020

1" = 20'-0"

UTILITY LINE DEMOLITION

EXIST. 4" SS

DEMOLISH AND REMOVE

VALVE VAULT

EXIST. PUMP STATION AND

DEMOLISH AND REMOVE

EXIST. 3" PVC FM

DEMOLISH AND REMOVE

DAB-D-ATCT-C100

(N.A.D. 83)

E 638366.4530

N 1761124.8400

ELEV.=28.14' (N.A.V.D. 88)

PK NAIL/DISC LB 3019

BENCHMARK 1

(N.A.D. 83)

E 638266.5630

N 1761417.3550

ELEV.=28.99' (N.A.V.D. 88)

PK NAIL/DISC LB 3019

BENCHMARK 2

M A

T C

H L I

M A

T C

H L I

& DEMOLITION PLAN

EXISTING CONDITIONS

D

VAULT

RE-USE

LP

CONCRETE PAD

COM.

VAULT

RE-USEFIBER OPTIC

TRANSFORMER

1x2 PULL BOX

3x3 HAND HOLE

IRRIGATION

IRRIGATION

FORCE MAIN

VAULT

LIFT STATION

ASPHALT ROAD

CONTROL PANEL

UNKNOWN LINE/PIPE

LP

BUILDING LINE

ASPHALT PAVEMENT

RAMP

P L

A N

T E

R

OVERHANG

DOOR

SIDEWALK

CONCRETE

SCALE: 1" = 10'

ENLARGED VIEW3

0 10 2010

1" = 10'-0"

LANDSCAPING PLANTERS

DEMOLISH AND REMOVE

AND REPLACE MAILBOX

TEMPORARILY RELOCATE

S

ID

E W

A L

K

C O

N C

R E

T E

S C

R E

E N

E D

R O

O M

BUILDING.

10. HAND DIGGING SHALL BE REQUIRED WITHIN 5' OF EXISTING UTILITIES AND

MANUFACTURER'S RECOMMENDATION.

DETECTION LOOP. COORDINATE AND INSTALL IN ACCORDDANCE WITH GATE

CONTRACTOR SHALL DEMOLISH AND REPLACE EXISTING GATE VEHICLE 9.

ACTIVITIES.

REMOVED SHALL BE PROTECTED FROM DEMOLITION OR OTHER CONSTRUCTION

EXISTING VEGETATION AND FACILITIES WHICH ARE NOT INDICATED TO BE 8.

EXCAVATION.

ROOT SYSTEMS OF SHRUBS, PLANTS AND TREES ALONG THE AREA OF

PRACTICABLE. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT

CONTRACTOR SHALL PRESERVE EXISTING TREES AND VEGETATION WHENEVER 7.

OR REMOVED AND REPLACED AT NO ADDITIONAL COST TO OWNER.

ANY DAMAGE TO PAVEMENT AREAS DESIGNATED TO REMAIN SHALL BE REPAIRED 6.

OVER APPROXIMATELY 8 INCHES AGGREGATE BASE.

MATERIAL PRESENT. EXISTING PAVEMENT IS APPROXIMATELY 4 INCHES ASPHALT

PAVEMENT REMOVAL SHALL INCLUDE REMOVAL OF PAVEMENT AND ANY SUBBASE 5.

PAVEMENT DESIGNATED FOR SAWCUT SHALL BE SAWCUT FULL DEPTH. 4.

WITH PROPOSED PAVEMENT LAYOUT AND JOINTING PLAN.

CONTRACTOR SHALL COORDINATE LIMITS OF SAWCUT AND PAVEMENT REMOVAL 3.

TO THE WASTE DISPOSAL SITE.

TO BE CRUSHED AND/OR BROKEN UP FURTHER IN ORDER TO BE HAULED AWAY

MATERIALS: AGGREGATE AND ASPHALT. LARGE PIECES OF MATERIAL MAY NEED

LOCATIONS NOTED FOR DEBRIS REMOVAL MAY CONTAIN ANY OF THE FOLLOWING 2.

DISPOSED OF OFF AIRPORT PROPERTY.

ALL DEMOLITION, WASTE, DEBRIS, AND UNSATISFACTORY MATERIALS SHALL BE 1.

CONCRETE SIDEWALK

DEMOLISH AND REPLACE

THE OWNER.

REPAIR OR REPLACE DAMAGED OR DISTURBED ITEMS TO THE SATISFACTION OF

DAMAGED DURING DEMOLITION AND CONSTRUCTION. THE CONTRACTOR SHALL

THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ITEMS NOT TO BE 6.

THE OWNER.

RESTORED IMMEDIATELY AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF

OR STRUCTURES DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE

CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER. ANY UTILITY SERVICES

INTERFERENCE OR CONFLICT IS ENCOUNTERED DURING CONSTRUCTION, THE

OPERATIONAL PLANS. IN THE EVENT AN UNEXPECTED UTILITY OR STRUCTURE

PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE OWNER OF 5.

ENCOUNTERED DURING CONSTRUCTION.

UNDERGROUND UTILITIES INDICATED ARE REPRESENTATIVE OF THOSE TO BE

IMPLIED, THAT THE LOCATIONS, SIZE AND TYPE OF MATERIAL OF EXISTING

LOCATION OF UTILITIES. THERE IS NO GUARANTEE, EITHER EXPRESSED OR

AND ALL ASSOCATED UTILITY COMPANIES AND AGENCIES TO IDENTIFY THE

UTILITIES, PRIOR TO BEGINNING WORK. CONTRACTOR SHALL CONTACT THE OWNER

QUALITY LEVEL A, INCLUDING SERVICE CONNECTIONS TO UNDERGROUND

VERIFY EXISTENCE AND MARK LOCATIONS OF ALL UTILITIES USING SUE

PRECAUTIONS DURING DEMOLITION AND CONSTRUCTION. CONTRACTOR SHALL

STRUCTURES, UTILITIES, AND SURVEY INFORMATION, AND TO TAKE NECESSARY

IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIELD-VERIFY EXISTING 4.

OWNER BEFORE ANY FURTHER WORK COMMENCES.

DISCREPANCIES IN THE DRAWINGS SHALL BE IMMEDIATELY REPORTED TO THE

THOROUGHLY FAMILIAR WITH THE SITE BEFORE ANY WORK COMMENCES. ANY

THE CONTRACTOR SHALL FIELD-CHECK ALL EXISTING CONDITIONS AND BE 3.

DOCUMENTED OR LOCATED.

UNDERGROUND STRUCTURES AND UTILITIES MAY BE PRESENT WHICH ARE NOT

HAVE BEEN OBTAINED FROM EXISTING RECORDS AND FIELD SURVEYS.

THE LOCATIONS OF STRUCTURES AND UNDERGROUND UTILITIES AS INDICATED 2.

SURVEY PROVIDED BY SLIGER AND ASSOCIATES.

AERIAL PHOTOGRAPHS AND A PARTIAL TOPOGRAPHIC AND UTILITY LOCATE

BACKGROUND PLANIMETRIC AND UTILITY INFORMATION SHOWN IS TAKEN FROM 1.

APPROVER'S TITLE

DEPARTMENT OF TRANSPORTATION

REV DESCRIPTION JCN

DATE

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APPROVED

SOUTHERN REGION ATLANTA, GEORGIA 30320

DAYTONA FLDAYTONA BEACH INTERNATIONAL AIRPORT

FACILITIES

AIRWAY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

FOR OFFICIAL USE ONLY

FEDERAL AVIATION ADMINISTRATION

SUBMITTED BY

REVIEWED BY

SUBMITTER'S TITLE

DESIGNED

DRAWN

CHECKED

ISSUED BY DATE

DRAWING NO

JCN

REV

APPROVED BY

MAJOR MODERNIZATION OF THE

AIRPORT TRAFFIC CONTROL TOWER

DAYTONA BEACH

1600018

PH: 770-587-4776

ALPHARETTA, GA 30022

3650 MANSELL ROAD, SUITE 300

PAGE OF 94

RGM

JTS

0 30 6030

1" = 30'-0"

C500

C500

C500

C500

C500

C500

DAB-D-ATCT-C101

SITE & PAVING PLAN

D

S T

O P

STOP STOP

CO

C O

YI

YI

GENERAL NOTES:

LEGEND

SCALE: 1" = 30'

SITE AND PAVING PLAN 1

C101

CRACK SEAL/FILL AND ASPHALT SEAL COAT

C102

(TYP)

(TYP)

(TYP)

(TYP)

(TYP) 6

(TYP)

(TYP)

ACCESSIBLE PARKING SPACES

ACCESSIBLE PARKING DETAIL

PAINTED CROSSWALK

KEY NOTES

PAINTED STOP BAR

7 4" SOLID YELLOW PAINT (45 DEGREE ANGLE @ 2' SPACING)

UTILITY OPEN CUT PAVEMENT REPAIR

8 EXISTING COVERED PARKING AREA

STANDARD PARKING SPACES

(TYP)

STANDARD PARKING SPACE - 4" SOLID WHITE PAINT (10'x18')

(TYP)

(TYP)

(TYP)

(TYP)

M A

T C

H L I

USING QUALITY MATERIALS.

ALL WORK SHALL BE CONDUCTED IN A PROFESSIONAL WORKMANSHIP MANNER6.

DECISION OF THE FAA SHALL BE CONSIDERED FINAL.

STRINGENT, CONTRACTOR SHALL SUBMIT ISSUE TO THE FAA IN WRITING. THE

STRINGENT. WHERE A QUESTION REMAINS ON WHICH REQUIREMENT IS MOST

REQUIREMENTS, CONTRACTOR SHALL INCORPORATE WHICHEVER IS MOST

REGULATIONS. IN CASE OF CONTRADICTION OR DISCREPANCY BETWEEN

SPECIFICATIONS AND LOCAL AND GOVERNMENT CODES, ORDINANCES, AND

ALL WORK SHALL BE CONDUCTED IN ACCORDANCE WITH THE PLANS AND5.

LOCAL AND GOVERNMENT REGULATORY AGENCIES AND THE FAA.

ALL WORK SHALL BE SUBJECT TO INSPECTION BY AUTHORIZED PERSONNEL OF4.

OR OUTSIDE FACE OF FOUNDATION WALL, UNLESS INDICATED OTHERWISE.

OR MEASURED TO STRUCTURE CENTER, EDGE OF PAVEMENT, BACK OF CURB,

CALLOUTS, COORDINATES, AND DIMENSIONS ARE POINTED TO3.

OTHERWISE.

ALL DIMENSIONS, ELEVATIONS, AND STATIONS ARE IN FEET, UNLESS INDICATED2.

INFORMATION.

SEE DRAWING C100 FOR HORIZONTAL AND VERTICAL CONTROL BENCHMARK1.

APPROVER'S TITLE

DEPARTMENT OF TRANSPORTATION

REV DESCRIPTION JCN

DATE

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APPROVED

SOUTHERN REGION ATLANTA, GEORGIA 30320

DAYTONA FLDAYTONA BEACH INTERNATIONAL AIRPORT

FACILITIES

AIRWAY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

FOR OFFICIAL USE ONLY

FEDERAL AVIATION ADMINISTRATION

SUBMITTED BY

REVIEWED BY

SUBMITTER'S TITLE

DESIGNED

DRAWN

CHECKED

ISSUED BY DATE

DRAWING NO

JCN

REV

APPROVED BY

MAJOR MODERNIZATION OF THE

AIRPORT TRAFFIC CONTROL TOWER

DAYTONA BEACH

1600018

PH: 770-587-4776

ALPHARETTA, GA 30022

3650 MANSELL ROAD, SUITE 300

PAGE OF 94

GENERAL NOTES:

SPD

RGM

JTS0 20 4020

1" = 20'-0"

SS-4SS-3 33

SCALE: 1" = 20'

SANITARY SEWER PROFILE2

C102

SCALE: 1" = 20'

SANITARY SEWER PLAN1

C102

LEGEND

KEY NOTES

SANITARY SEWER CLEAN-OUT

HEADER CURB

4 BEGIN

4 END

C502

C501

C500

C500

C500

DAB-D-ATCT-C102

MECHANICAL THRUST RESTRAINT

C502

5 SILT FENCE

C502

ELECTRICAL PANEL

LOCATION OF NEW

ES101 FOR

SEE SHEET

6 CONCRETE ENCASEMENT

M A

T C

H L I

UTILITY OPEN CUT PAVEMENT REPAIR

LIFT STATION

S

O

T E

C

S101

SEE PLUMBING FOR CONTINUATION, P100

UTILITY PLAN & PROFILE

DESIGNED

DRAWN

CHECKED D

COM.

VAULT

FIBER OPTIC

COM.

VAULT

RE-USE

FIBER OPTIC

1x2 PULL BOX

IRRIGATION

IRRIGATION

(N.A.D. 83) E 638266.5630 N 1761417.3550

ELEV.=28.99' (N.A.V.D. 88

PK NAIL/DISC LB 3019

RECOVERED

LP

BUILDING LINE

CO

C O

11+00

12+00

6" SS

4" SS

6" SS

9+75 10+00

.6

.6

.9

.9

.9

.9

.9

.9

11+00

.4

.4

.3

.3

.2

.2

.9

.9

12+00

.6

.6

12+25

2" SS @ 0.00%

S S

S T

A

.5

I N

V

I

.4

(2

I

V

U

.4

(2

W

R

M

.9

S

S

S T

A

.5

I N

V

.1

(6

I

.4

(2

R

.0

S S

S T

A

.6

I N

V

.6

(6

I

.6

(6

R

.8

6" SS @ 2.00%

S S

S T

A

.8

I N

V

.3

(4

I

.2

(6

R

.2

4" SS @ 2.00%

S S

S T

A

.3

I

.3

(4

R

.7

E X I S

T

U E

E X I S

T

U E

E X I S

T

C O

M M

E X I S

T

C O

M M E

X I S

T

S T

O R

M

E X I S

T I R

R I G

A T I O

N

E X I S

T

C O

M M

6" SS @ 2.00%

CONTINUATION

SEE C103 FOR

- 2" PVC FM

GRADE

EXISTING PAVEMENT REPAIR

OPEN CUT

FOR CONTINUATION

SEE PLUMBING

9/21/15

P R

O P

O S

D

O R

W E

R

YI

YI

3x3 HAND HOLES

ID

E W

A L

K

C O

N C

R E

T E

R O

O M

S C

R E

E N

E D

FILL.

ONLY. BACKFILL WITH FLOWABLE

SCREEN PORCH. HAND EXCAVATE

PROTECT EXISTING SLAB BENEATH

INSTALLATION.

CONTRACTOR SHALL MINIMIZE EXCAVATION AND DISTURBANCE FOR PIPE 21.

SEDIMENTATION.

BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND

RESULTING FROM THE DISPOSITION OF TEMPORARY CONTROL MEASURES SHALL

COMPLETION. TRAPPED SEDIMENT AND OTHER DISTURBED SOIL AREAS

EROSION AND SEDIMENT CONTROL DEVICES SHALL BE REMOVED UPON PROJECT

DISTURBED AREAS SHALL BE REVEGETATED WITH SOD GRASS. ALL TEMPORARY

AFTER COMPLETION OF CONSTRUCTION AND APPROVAL FROM COTR, THE 20.

SDR 35 UNLESS NOTED OTHERWISE.

THE PIPE MATERIAL FOR THE SANITARY SEWER FORCE MAIN SHALL BE PVC 19.

PIPE MAY EXTEND 2" MAXIMUM BEYOND INTERIOR MANHOLE WALL.18.

INSTALLATION.

ANY LIFT LOOPS FOR UTILITY STRUCTURES SHALL BE GROUTED FLUSH AFTER 17.

COVERS THAT MAY BE SUBMERGED SHALL BE WATERTIGHT.16.

RESTRICTIONS.

IN PEDESTRIAN AREAS, EASEMENT AREAS, AND AREAS WITH SPECIAL SECURITY

COVERS AND CASTINGS SHALL BE TAMPER-PROOF FOR STRUCTURES LOCATED 15.

SHALL BE STAMPED PER THE ORIGIN OF MANUFACTURE.

PER THE APPROPRIATE UTILITY TYPE OR PER THE LOCAL STANDARDS, AND

COVERS AND CASTINGS OF MANHOLES AND STRUCTURES SHALL BE STAMPED 14.

SPECIFICATIONS, AND MANUFACTURER'S RECOMMENDATIONS.

OR ELBOWS OF PRESSURIZED PIPING IN ACCORDANCE WITH THE DRAWINGS,

THRUST BLOCKS OR JOINT RESTRAINTS ARE REQUIRED AT ALL TEES, BENDS, 13.

VERTICAL SEPARATION OF 24 INCHES UNLESS INDICATED OTHERWISE.

SEWER LINES SHALL BE INSTALLED BELOW WATER LINES WITH A MINIMUM 12.

PIPING.

SPECIFICATIONS FOR ADDITIONAL CLEARANCE REQUIREMENTS FOR SANITARY

FROM ADJACENT WATER LINES UNLESS INDICATED OTHERWISE. SEE

SEWER LINES SHALL BE INSTALLED A MINIMUM OF 10 FEET HORIZONTALLY 11.

STRUCTURES.

BUILDING CONNECTIONS TO THE CONNECTING SEWER AND BETWEEN UTILITY

ALL SANITARY LINES ARE TO BE LAID AT A UNIFORM SLOPE FROM THE 10.

CONTINUATION.

LINES UNLESS INDICATED OTHERWISE. SEE PLUMBING DRAWINGS FOR

ALL SANITARY SEWER BUILDING CONNECTIONS ARE TO BE MADE USING 6 INCH 9.

ENGINEER AND THE FAA.

ANY CHANGES TO PROPOSED UTILITY DESIGN SHALL BE APPROVED BY 8.

INSPECTION METHODS DETAILED IN THE SPECIFICATIONS.

ALL UNDERGROUND UTILITIES ARE SUBJECT TO ACCEPTANCE TESTING AND 7.

WITH CONNECTION CHARGES AND METERS.

CONSTRUCTION AND CONNECTIONS. THIS INCLUDES ALL FEES ASSOCIATED

CONNECTION FEES AND OBTAINING ALL PERMITS REQUIRED FOR THE UTILITY

CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PAYING ALL UTILITY 6.

UTILITY COMPANIES AND AGENCIES.

CONSTRUCTED IN ACCORDANCE WITH ALL REQUIREMENTS OF ASSOCIATED

CONNECTION TO EXISTING WATER, SEWER, AND STORM MAINS SHALL BE 5.

UTILITY CONNECTIONS WITH THE FAA.

CONTRACTOR SHALL COORDINATE ALL REQUIRED UTILITY SHUTDOWNS FOR 4.

TO COMMENCEMENT OF WORK.

COMPANIES AND AGENCIES TO IDENTIFY THE LOCATION OF UTILITIES PRIOR

CONTRACTOR SHALL CONTACT THE FAA AND ALL ASSOCIATED UTILITY 3.

AND ELECTRICAL DRAWINGS FOR EACH FACILITY.

WITH BUILDING CONTRACTOR AND THE INFORMATION PROVIDED ON MECHANICAL

CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL BUILDING CONNECTIONS 2.

ALL PIPE SIZES ARE IN INCHES UNLESS INDICATED OTHERWISE.1.

BENEATH WALL AS REQUIRED.

WALL AND FOUNDATION. SLEEVE

REMAIN. PROTECT EXISTING

EXISTING SCREENED PORCH TO

D I

S T

U R

B A

N C

E

M I

N I

M I

Z E

A

X

SECTION 522, CURRENT REVISION)

WITH FDOT SPECIFICATIONS

DESIGN SHALL BE IN ACCORDANCE

CONCRETE PAD (CONCRETE MIX

SAWCUT AND RESTORE EXISTING

APPROVER'S TITLE

DEPARTMENT OF TRANSPORTATION

REV DESCRIPTION JCN

DATE

REDLINE

APVD

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APPROVED

SOUTHERN REGION ATLANTA, GEORGIA 30320

DAYTONA FLDAYTONA BEACH INTERNATIONAL AIRPORT

FACILITIES

AIRWAY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

FOR OFFICIAL USE ONLY

FEDERAL AVIATION ADMINISTRATION

SUBMITTED BY

REVIEWED BY

SUBMITTER'S TITLE

DESIGNED

DRAWN

CHECKED

ISSUED BY DATE

DRAWING NO

JCN

REV

APPROVED BY

MAJOR MODERNIZATION OF THE

AIRPORT TRAFFIC CONTROL TOWER

DAYTONA BEACH

1600018

PH: 770-587-4776

ALPHARETTA, GA 30022

3650 MANSELL ROAD, SUITE 300

PAGE OF 94

RGM

JTS

W S

V C

W-MAIN (APPROX.)

C103 SCALE: 1" = 40'

0 40 8040

1" = 40'-0"

EXISTING ACCESS ROAD

HANGAR

EXISTING

SEWER PIPING PLAN

FORCE MAIN SEWER SYSTEM

DAB-D-ATCT-C103

SEWER PIPING PLAN

FORCE MAIN SEWER SYSTEM

HANGAR

EXISTING

PAVEMENT REPAIR

UTILITY OPEN CUT

SILT FENCE

C500

C502

ABANDON IN PLACE UTILITY

2" PVC

45° BEND

2" PVC

2" PVC

2" PVC

2" PVC

2" PVC

45° BEND

45° BEND 45° BEND

45° BEND

45° BEND

45° BEND

2" PVC

45° BEND

2" PVC

2" PVC

45° BEND

45° BEND

2" PVC

2" PVC

2" PVC

45° BEND

45° BEND

TIE TO EXISTING

2" PVC

2" PVC

2" GATE VALVE

EXISTING 3" F-MAIN (APPROX.)

ABANDON IN PLACE UTILITY

EXISTING FENCE

SILT FENCE

SILT FENCE

SILT FENCE

SILT FENCE

SILT FENCE

SILT FENCE

SILT FENCE

EXISTING FENCE

DEMOLISH C.O. (TYP.)

SILT FENCE

SANITARY SEWER FORCE MAIN

GENERAL NOTES:

REQUIREMENTS ABOVE.

THE NEW PIPE SHALL BE ARRANGED TO MEET THE CROSSING

CLEARANCE, THE NEW PIPE SHALL BE CONSTRUCTED OF DIP AND

EXISTING PIPE WITH LESS THAN 18 INCHES OF VERTICAL

ON THE CROSSING). WHERE A NEW PIPE CONFLICTS WITH AN

ARE EQUIDISTANT FROM THE POINT OF CROSSING (PIPES CENTERED

CROSSINGS SHALL BE ARRANGED SO THAT THE SEWER PIPE JOINTS

OF 6 INCHES MUST BE MAINTAINED AT ALL CROSSINGS. ALL

FEET BETWEEN ANY TWO JOINTS. A MINIMUM VERTICAL CLEARANCE

OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 10

DUCTILE IRON PIPE (DIP) AT THE CROSSING. SUFFICIENT LENGTHS

VERTICAL DISTANCE, THE SEWER SHALL BE CONSTRUCTED OF

SEWERS MUST CROSS A WATER MAIN WITH LESS THAN 18 INCHES

CROWN OF THE LOWER PIPE WHENEVER POSSIBLE. WHERE SANITARY

OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE

MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE

MAINS WHENEVER POSSIBLE. SANITARY SEWERS CROSSING WATER

SANITARY SEWER FORCE MAIN SHOULD CROSS UNDER WATER 11.

SHALL BE 36 INCHES UNLESS INDICATED OTHERWISE.

THE MINIMUM DEPTH OF COVER FOR ALL UTILITY PIPING 10.

UTILITIES PRIOR TO COMMENCEMENT OF WORK.

UTILITY COMPANIES AND AGENCIES TO IDENTIFY THE LOCATION OF

CONTRACTOR SHALL CONTACT THE COTR AND ALL ASSOCIATED 9.

THE ENGINEER AND THE COTR

UTILITIES. ANY CHANGES TO THE LAYOUT SHALL BE APPROVED BY

PIPING LAYOUT TO AVOID CONFLICT WITH OTHER UNDERGROUND

THE CONTRACTOR SHALL MAKE REASONABLE CHANGES TO THE

ASSURE THE BEST LOCATION AND DESIGN POSSIBLE.

LOCATION OF PIPING SHALL BE FIELD ADJUSTED, AS REQUIRED TO

THE PIPING LAYOUT SHOWN IN SCHEMATIC ONLY. EXACT 8.

M A

T C

H L I

C

A

ALIGNMENT (TYP.)

PIPE MARKER TO NEW

RELOCATE EXISTING

3" CHECK VALVE

EXISTING

3" GATE VALVE

EXISTING

FORCE MAIN (APPROX.)

EXISTING 3" SANITARY SEWER

SEE NOTE 18

SEE NOTE 18

SEE NOTE 18

ON C502.

THE COTR FOR APPROVAL PRIOR TO CONSTRUCTION. SEE DETAIL 4

CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO 18.

DAYTONA BEACH INTERNATIONAL AIRPORT

D

ABANDONED IN PLACE SHALL BE DISCONNECTED AND CAPPED.

ALL UTILITY SYSTEM STRUCTURES INDICATED TO BE 7.

75-100 psi.

SHALL BE A CEMENT/SAND MIX WITH A COMPRESSIVE STRENGTH OF

SHALL BE PLUGGED TO CONTAIN FLOWABLE FILL. FLOWABLE FILL

FILLED WITH A LOW STRENGTH FLOWABLE FILL. END SECTIONS

DIAMETER AND INDICATED TO BE ABANDONED IN PLACE SHALL BE

ALL UTILITIES EQUAL TO OR GREATER THAN 6 INCHES IN 6.

BACKFILLED TO MEET PROPOSED GRADE.

HAVE FRAME AND COVER REMOVED, FILLED WITH SAND, AND

UTILITY STRUCTURES AND MANHOLES TO BE ABANDONED SHALL 5.

CAPPED OR PLUGGED AT REMOVAL INTERFACE.

PORTION OF EXISTING ABANDONED LINES TO REMAIN SHALL BE

IN AREAS OF UTILITY REMOVAL OF ABANDONED LINES, THE 4.

PROTECTED AND ADJUSTED TO FINISH GRADE.

ALL STRUCTURES, VALVES, ETC. TO REMAIN SHALL BE 3.

THE COR.

IN SERVICE. ALL CAPPING SHALL BE INSPECTED AND APPROVED BY

MANUFACTURER'S RECOMMENDATIONS FOR SPECIFIC PIPE MATERIAL

UTILITY CAPPING METHODS SHALL BE IN ACCORDANCE WITH 2.

COORDINATED WITH THE COTR.

SERVED BY THE UTILITY. ALL RELOCATIONS SHALL BE

UTILITIES TO ENSURE UNINTERRUPTED SERVICE TO THE FACILITIES

UTILITIES SHALL BE CONSTRUCTED BEFORE REMOVAL OF EXISTING

REMOVAL OF EXISTING UTILITIES IN SERVICE. RELOCATED

CONTRACTOR SHALL COORDINATE WITH THE COTR PRIOR TO 1.

SEDIMENTATION.

PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND

THE DISPOSITION OF TEMPORARY CONTROL MEASURES SHALL BE

SEDIMENT AND OTHER DISTURBED SOIL AREAS RESULTING FROM

SHALL BE REMOVED UPON PROJECT COMPLETION. TRAPPED

GRASS. ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES

COTR, THE DISTURBED AREAS SHALL BE REVEGETATED WITH SOD

AFTER COMPLETION OF CONSTRUCTION AND APPROVAL FROM 17.

WITH THE DRAWINGS AND SPECIFICATIONS.

TEES, BENDS, OR ELBOWS OF PRESSURIZED PIPING IN ACCORDANCE

THRUST BLOCKS OR JOINT RESTRAINTS ARE REQUIRED AT ALL 16.

METERS.

INCLUDES ALL FEES ASSOCIATED WITH CONNECTION CHARGES AND

REQUIRED FOR THE UTILITY CONSTRUCTION AND CONNECTIONS. THIS

ALL UTILITY CONNECTION FEES AND OBTAINING ALL PERMITS

CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PAYING 15.

SPECIFICATIONS.

TESTING AND INSPECTION METHODS DETAILED IN THE

ALL UNDERGROUND UTILITIES ARE SUBJECT TO ACCEPTANCE 14.

SEE DETAIL 5 ON C-500 FOR TYPICAL PIPE TRENCH. 13.

CROSSINGS.

8" HDPE DR 11 CASING PIPE SHALL BE UTILIZED AT ALL ROADWAY

SHALL BE PVC SDR 26 CLASS 200 UNLESS NOTED OTHERWISE. AN

THE PIPE MATERIAL FOR THE SANITARY SEWER FORCE MAIN 12.

CLOSE EXISTING VALVE

APPROVER'S TITLE

DEPARTMENT OF TRANSPORTATION

REV DESCRIPTION JCN

DATE

REDLINE

APVD

H

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8 1234567

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APPROVED

SOUTHERN REGION ATLANTA, GEORGIA 30320

DAYTONA FLDAYTONA BEACH INTERNATIONAL AIRPORT

FACILITIES

AIRWAY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

FOR OFFICIAL USE ONLY

FEDERAL AVIATION ADMINISTRATION

SUBMITTED BY

REVIEWED BY

SUBMITTER'S TITLE

DESIGNED

DRAWN

CHECKED

ISSUED BY DATE

DRAWING NO

JCN

REV

APPROVED BY

MAJOR MODERNIZATION OF THE

AIRPORT TRAFFIC CONTROL TOWER

DAYTONA BEACH

1600018

PH: 770-587-4776

ALPHARETTA, GA 30022

3650 MANSELL ROAD, SUITE 300

PAGE OF 94

SPD

RGM

JTS0 20 4020

1" = 20'-0"

KEY NOTES

4 END

DAB-D-ATCT-C104

S

T E

1106702

B

COM.

VAULT

FIBER OPTIC

COM.

VAULT

RE-USE

FIBER OPTIC

1x2 PULL BOX

IRRIGATION

IRRIGATION

(N.A.D. 83) E 638266.5630 N 1761417.3550

ELEV.=28.99' (N.A.V.D. 88

PK NAIL/DISC LB 3019

RECOVERED

LP

BUILDING LINE

CONCRETE PAD

CO

C O

SCALE: 1" = 20'

STORM SEWER PLAN1

C104

YI

YI

20+00

21+00

6" TEE

6" 90° ELBOW

YARD INLET

SILT FENCE

C

S101

C502

C503

TRENCH DRAIN

C503

6" PVC

6" PVC

6" PVC

4 BEGIN

4 END

4 BEGIN

6/30/17

#57 STONE

WITH FILTER FABRIC SOCK AND 6"

6" PERFORATED PVC PIPE WRAPPED

8 MAINTAIN AND PROTECT PULL BOX

BEGIN

3x3 HAND HOLE

BEGIN

2 7 END

YI INV = 26.32

YI INV = 26.36

YI RIM = 30.53

YI RIM = 30.60

RIM = 27.80

INV = 25.62

CONNECT TO EXISTING INLET

S C

R E

E N

E D

R O

O M

S

ID

E W

A L

K

C O

N C

R E

INV = 26.10

INV = 25.83

7 BEGIN

15'

7 END

S C

R E

E N

E D

R O

O M

SCALE: 1" = 10'

ENLARGED VIEW2

C104

ENALRGED VIEW

SEE BELOW FOR

2%

2%

5%

LIMITS

APPROXIMATE GRADING

STORM DRAINAGE PLAN

NOTIFY COR IMMEDIATELY IF CHANGE IS REQUIRED.

ELEVATIONS OF THE TRENCH DRAIN MAY NEED TO BE ADJUSTED TO INSTALL.

CONTRACTOR SHALL FIELD VERIFY DEPTH OF CONCRETE SLAB. INVERT 17.

INSTALLATION.

CONTRACTOR SHALL MINIMIZE EXCAVATION AND DISTURBANCE FOR PIPE 16.

SEDIMENTATION.

BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND

RESULTING FROM THE DISPOSITION OF TEMPORARY CONTROL MEASURES SHALL

COMPLETION. TRAPPED SEDIMENT AND OTHER DISTURBED SOIL AREAS

EROSION AND SEDIMENT CONTROL DEVICES SHALL BE REMOVED UPON PROJECT

DISTURBED AREAS SHALL BE REVEGETATED WITH SOD GRASS. ALL TEMPORARY

AFTER COMPLETION OF CONSTRUCTION AND APPROVAL FROM COTR, THE 15.

OTHERWISE. FITTINGS SHALL BE PVC SDR 35.

SCHEDULE 40 WITH A MINIMUM STIFFNESS OF PS 50 UNLESS NOTED

THE PIPE MATERIAL FOR THE STORM SEWER SHALL BE CELLULAR-CORE PVC 14.

PIPE MAY EXTEND 2" MAXIMUM BEYOND INTERIOR MANHOLE WALL.13.

INSTALLATION.

ANY LIFT LOOPS FOR UTILITY STRUCTURES SHALL BE GROUTED FLUSH AFTER 12.

COVERS THAT MAY BE SUBMERGED SHALL BE WATERTIGHT.11.

AREAS WITH SPECIAL SECURITY RESTRICTIONS.

FOR STRUCTURES LOCATED IN PEDESTRIAN AREAS, EASEMENT AREAS, AND

COVERS AND CASTINGS SHALL BE TAMPER-PROOF AND ABLE TO BE LOCKED 10.

SHALL BE STAMPED PER THE ORIGIN OF MANUFACTURE.

PER THE APPROPRIATE UTILITY TYPE OR PER THE LOCAL STANDARDS, AND

COVERS AND CASTINGS OF MANHOLES AND STRUCTURES SHALL BE STAMPED 9.

ENGINEER AND THE FAA.

ANY CHANGES TO PROPOSED UTILITY DESIGN SHALL BE APPROVED BY 8.

INSPECTION METHODS DETAILED IN THE SPECIFICATIONS.

ALL UNDERGROUND UTILITIES ARE SUBJECT TO ACCEPTANCE TESTING AND 7.

WITH CONNECTION CHARGES AND METERS.

CONSTRUCTION AND CONNECTIONS. THIS INCLUDES ALL FEES ASSOCIATED

CONNECTION FEES AND OBTAINING ALL PERMITS REQUIRED FOR THE UTILITY

CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PAYING ALL UTILITY 6.

UTILITY COMPANIES AND AGENCIES.

CONSTRUCTED IN ACCORDANCE WITH ALL REQUIREMENTS OF ASSOCIATED

CONNECTION TO EXISTING WATER, SEWER, AND STORM MAINS SHALL BE 5.

UTILITY CONNECTIONS WITH THE FAA.

CONTRACTOR SHALL COORDINATE ALL REQUIRED UTILITY SHUTDOWNS FOR 4.

TO COMMENCEMENT OF WORK.

COMPANIES AND AGENCIES TO IDENTIFY THE LOCATION OF UTILITIES PRIOR

CONTRACTOR SHALL CONTACT THE FAA AND ALL ASSOCIATED UTILITY 3.

AND ELECTRICAL DRAWINGS FOR EACH FACILITY.

WITH BUILDING CONTRACTOR AND THE INFORMATION PROVIDED ON MECHANICAL

CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL BUILDING CONNECTIONS 2.

ALL PIPE SIZES ARE IN INCHES UNLESS INDICATED OTHERWISE.1.

SEE DETAIL 2, DWG C-105

TOWARDS YARD INLETS, STABILIZE AND SED

FINE GRADE AREA TO PROVIDE DRAINAGE

SECTION 522, CURRENT REVISION)

WITH FDOT SPECIFICATIONS

DESIGN SHALL BE IN ACCORDANCE

CONCRETE PAD (CONCRETE MIX

SAWCUT AND RESTORE EXISTING

APPROVER'S TITLE

DEPARTMENT OF TRANSPORTATION

REV DESCRIPTION JCN

DATE

REDLINE

APVD

H

G

F

E

D

C

B

A

H

G

F

E

D

C

B

A

8 1234567

8 1234567

F

IL

E

D

A T

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IM

E

N

A M

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DATE

APPROVED

SOUTHERN REGION ATLANTA, GEORGIA 30320

DAYTONA FLDAYTONA BEACH INTERNATIONAL AIRPORT

FACILITIES

AIRWAY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

FOR OFFICIAL USE ONLY

FEDERAL AVIATION ADMINISTRATION

SUBMITTED BY

REVIEWED BY

SUBMITTER'S TITLE

DESIGNED

DRAWN

CHECKED

ISSUED BY DATE

DRAWING NO

JCN

REV

APPROVED BY

MAJOR MODERNIZATION OF THE

AIRPORT TRAFFIC CONTROL TOWER

DAYTONA BEACH

1600018

PH: 770-587-4776

ALPHARETTA, GA 30022

3650 MANSELL ROAD, SUITE 300

PAGE OF 94

JTS

JTG

JTG0 10 2010

1" = 10'-0" DAB-D-ATCT-C105 B

GRADING PLAN

-24"

T

P

F

B

N K

LANDSCAPE AREA

CONCRETE SIDEWALK

C O

N C

R E

ID

E W

A L

K

CONCRETE SIDEWALK

ASPHALT PAVEMENT

RAMP

H E

D G

E

P L

A N

T

LANDSCAPE AREA

2' WINDOWS

GROUND ROD

2' WINDOWS

HOSE BIB

GROUND ROD

OVERHANG

DOOR

BUILDING LINE

.9

30.0

29.0

29.

529.5

30.

30.5

SCALE: 1" = 10'

GRADING PLAN1

C105

AREA

LANDSCAPE

LEGEND

.35

.30

XX.X

EXISTING SPOT ELEVATION

PROPOSED SPOT ELEVATION

EXISTING CONTOUR

6/30/17

.02

.17

.0

MATCH MATCH

.39

.0

.0

.35

SIDEWALK

CONCRETE

PROPOSED

DRAINAGE AWAY FROM BUILDINGS AND PAVEMENTS.

SURFACES AROUND FACILITY SHALL BE GRADED TO PROVIDE POSITIVE 4.

SUBJECT TO THE APPROVAL OF THE COR.

CONSTRUCTION SHALL BE RESTORED TO EXISTING CONDITIONS OR BETTER

CONSTRUCTION. ANY DRAINAGE FEATURE OR STRUCTURE DISTURBED DURING

ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING 3.

PRIOR TO BEGINNING CONSTRUCTION.

CONTRACTOR SHALL VERIFY ELEVATIONS AT TIE-INS AND MATCH POINTS 2.

STRUCTURE UNLESS INDICATED OTHERWISE.

ELEVATIONS INDICATED ARE FOR TOP OF FINAL GRADE, PAVEMENT, OR 1.

PAVESTONE OR APPROVED EQUAL.

WHITE ALL PURPOSE STONE BY

SURFACE TREATMENT WITH

DRAINAGE AWAY FROM BUILDING.

GRADE AREA TO PROVIDE POSITIVE

1x2 PULL BOX

YI

YI

3x3 HAND HOLE

S C

R E

E N

E D

R O

O M

S

ID

E W

A L

K

C O

N C

R E

T E

SCALE: 1" = 10'

GRADING PLAN2

C104

.5

.7

YI RIM = 30.53

YI RIM = 30.60

-2%

.8

.8

.7

APPROVER'S TITLE

DEPARTMENT OF TRANSPORTATION

REV DESCRIPTION JCN

DATE

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SOUTHERN REGION ATLANTA, GEORGIA 30320

DAYTONA FLDAYTONA BEACH INTERNATIONAL AIRPORT

FACILITIES

AIRWAY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

FOR OFFICIAL USE ONLY

FEDERAL AVIATION ADMINISTRATION

SUBMITTED BY

REVIEWED BY

SUBMITTER'S TITLE

DESIGNED

DRAWN

CHECKED

ISSUED BY DATE

DRAWING NO

JCN

REV

APPROVED BY

MAJOR MODERNIZATION OF THE

AIRPORT TRAFFIC CONTROL TOWER

DAYTONA BEACH

1600018

PH: 770-587-4776

ALPHARETTA, GA 30022

3650 MANSELL ROAD, SUITE 300

PAGE OF 94

3'-0"

(T

Y P

14"

3 1/2"

"R

5"

14-1/4"

2"

SCALE: NOT TO SCALE

ACCESSIBLE PARKING SPACES7

C101 SCALE: NOT TO SCALE

ACCESSIBLE PARKING DETAIL8

C101

8"D

7"

C PARKING STALLL

2"

POTS

SCALE: NOT TO SCALE

PAINTED STOP BAR10

C101SCALE: NOT TO SCALE

PAINTED CROSSWALK9

C101

CENTER

ON

(TYP)

3'

24" GAP (TYP)

(T

Y P

WHITE (TYP)

12" SOLID

SOLID WHITE

SOLID WHITE

6" WIDE

9" (TYP)

9" (TYP) (TYP)

18"

3"

SOLID WHITE (TYP.)

10/1/15

SITE DETAILS

10'

(T

Y P

NOTES:

3.

2.

1.

SPD

RGM

JTS

COMMON BRICKS

3-25 LB. BAGS FILLED WITH

POWERED HAZARD LIGHTS

2-FLASHING RED SOLAR

36"

NOTES:

PIPE RISER

PROVIDE WYE BRANCH FOR

TYPICAL IN-LINE CLEANOUTS

AND 45 DEGREE BEND AT

END OF LINE

PIPE

ELEVATION

FINISHED

GRADE

FLOWFLOW

45 DEGREE BEND

CONCRETE CRADLE

8'-0"

4'-0" 4'-0"

2'-11" 1'-1"2'-11"1'-1"

Federal Aviation Administration Project

PLANNED COMPLETION DATE:

MONTH OF YEAR

GENERAL

CONTRACTOR

INFORMATION

F E

E

RAL

D

AVA

T

IO

N

I

A D

M

INISTRA

T

IO

N

U N

IT

E

D

STATESOF A

M

ER

IC

A

D E

PA

R

TM

E

NT

OFTRANSPO

R

TA

T

N

OI

3650 MANSELL RD SUITE 300

ALPHARETTA, GA 30022

ARCHITECT ENGINEER4

5" 1'-4"

1'-6"

CL

CL

CL

CL

CL

1'-6"

1-7/8" FONT SIZE

COLOR BLACK

1-7/8" FONT SIZE

COLOR BLACK

COLOR BLACK

COLOR BLACK

3" FONT SIZE

3" FONT SIZE

5"1'-4"

COLOR WHITECOLOR BLACK

"PROJECT NAME 1

PROJECT NAME 2

(TYP)

(T Y

P

10 BAR ALL AROUND (6" LAP)#

4" MIN. BEDDINGTRENCH WALL

SLOPING

Z O

N E

H A

U N

C H

SPRINGLINE

CLEARANCE

SIDE

TRENCH WIDTH

FINAL BACKFILL

CLEARANCE

SIDE B

M I N

B A

C K

F I L

L

I N I T I A

L

P I

B E

D M

E N

T

ASPHALT PAVEMENT REMOVAL AND REPLACEMENT

FOR UTILITY TRENCH

EXISTING

ASPHALTIC

CONCRETE

ASPHALTIC

CONCRETE (2" MIN)

TACK COAT

6" COMPACTED

SUBGRADE

SAW CUT (TYP)

SCALE: NOT TO SCALE

TEMPORARY BARRICADE1

C002

SCALE: NOT TO SCALE

PIPE TRENCH5

C102 SCALE: NOT TO SCALE

SANITARY SEWER CLEAN-OUT6

C102

GRADE

PAVEMENT

FINISH

DOWELS (SEE NOTES)

#5 x 24" SMOOTH

(MIN)

12"

(TYP)

12"

7" 1"

1/

R

1/ " R

AGGREGATE BASE

COURSE (6" MIN)

VARIES

EXCAVATION LIMITS

Z O

N E

P I P

E

DAB-D-ATCT-C500

C500

"4

8 1

HAUNCHING

WALL

TRENCH

VERTICAL

C

MINIMIZE EXCAVATION WIDTH

SEE NOTE 2

NOTES:

1. TRENCH PARAMETERS PER OSHA REQUIREMENTS SEE PROJECT

SPECIFICATIONS FOR ADDITIONAL INFORATION.

2. CONTRACTOR SHALL RESTORE ALL AREAS

DISTURBED TO PREDEVELOPMENT CONDITIONS.

10'

WHITE (TYP)

4" WIDE SOLID

FORM NOT REQUIRED BELOW GRADE.

THROUGH THE ENTIRE CURB SECTION.

APPROXIMATELY 15' INTERVALS. THESE JOINTS SHALL PASS

INSTALL 1-1/2" DEEP CONTRACTION JOINTS AT

WITH EXPANSION TUBES.

DOWELS SHALL BE GREASED AND WRAPPED ON ONE END

POINTS OR A MAXIMUM OF 60' ON STRAIGHT SECTIONS. THESE

PLACE 3/4" EXPANSION JOINTS WITH 24" DOWELS AT RADIUS

SCALE: NOT TO SCALE

HEADER CURB4

C102

SCALE: NOT TO SCALE

STANDARD PARKING SPACES11

C101

TACK COAT (TYP.)

BY THE ENGINEER.

REPLACEMENT SHALL BE FILLED WITH AN EPOXY-BASED GROUT APPROVED

SAWCUTS THAT EXTEND OUTSIDE THE AREA OF REMOVAL AND 2.

EXISTING BUT SHALL NOT BE LESS THAN INDICATED.

THICKNESS OF ALL REPLACEMENT COURSES SHALL BE EQUAL TO 1.

SCALE: NOT TO SCALE

UTILITY OPEN CUT PAVEMENT REPAIR3

C103 C102 C101

4" BLUE STRIPE

CENTERS

MARKS ON 2'

4" BLUE HASH

10'

STRIPE

4" BLUE

12' MIN.

SCALE: NOT TO SCALE

CONSTRUCTION SIGN2

C102

HEAVY DUTY CLEAN-OUT COVER

DEETER 1815 OR APPROVED

EQUAL. COVER SHALL BE

STAMPED "SEWER" OR PER

LOCAL STANDARD

CONCRETE COLLAR

D

APPROVER'S TITLE

DEPARTMENT OF TRANSPORTATION

REV DESCRIPTION JCN

DATE

REDLINE

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APPROVED

SOUTHERN REGION ATLANTA, GEORGIA 30320

DAYTONA FLDAYTONA BEACH INTERNATIONAL AIRPORT

FACILITIES

AIRWAY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

FOR OFFICIAL USE ONLY

FEDERAL AVIATION ADMINISTRATION

SUBMITTED BY

REVIEWED BY

SUBMITTER'S TITLE

DESIGNED

DRAWN

CHECKED

ISSUED BY DATE

DRAWING NO

JCN

REV

APPROVED BY

MAJOR MODERNIZATION OF THE

AIRPORT TRAFFIC CONTROL TOWER

DAYTONA BEACH

1600018

PH: 770-587-4776

ALPHARETTA, GA 30022

3650 MANSELL ROAD, SUITE 300

PAGE OF 94

10/1/15

RGM

JTS

TOC EL

300 LB/SF MIN LOADING

ACCESS FRAME AND COVER,

LOCKABLE, ALUMINUM

24"x37" CLR. OPENING, RAIL HOLDER

UPPER GUIDE

L I

A T I O

N

C E

N T

L

N

E

V A

L

U L

T

C E

N T

N

E

1.

LIFT STATION NOTES:

2.

3.

START LEAD PUMP.

LOW:

HIGH:

DRAWINGS):

4.

5.

6.

7.

8.

SELF CLEANING OF LIFT STATION WET WELL.

EQUIPPED WITH A MIX-FLUSH VALVE TO PROVIDE

SHUT-OFF THROUGH RUN-OUT. EACH PUMP SHALL BE

THE ENTIRE PUMP PERFORMANCE CURVE FROM

BE ADEQUATE SO THAT THE PUMP IS ON THROUGHOUT

CAST-IRON CASING. THE MOTOR HORSEPOWER SHALL

SEAL. STAINLESS STEEL SHAFT, HEAVY DUTY

AT 65 FEET TDH. PUMPS SHALL HAVE MECHANICAL

CONNECTION AND BE CAPABLE OF DELIVERING 45 GPM

PUMP SHALL BE SUPPLIED WITH A 2" INCH DISCHARGE

MOUNTING HEIGHTS ARE INDICATED ON THE

WHEN IN THE "AUTO" MODE (FLOAT SWITCH

FOLLOWING MANNER AT THE FOLLOWING LEVELS

SWITCHES THAT CONTROL THE PUMPS IN THE

HERMETICALLY SEALED, MERCURY TYPE FLOAT

PROVIDE AND INSTALL INTRINSICALLY SAFE,

LEAD PUMP.

BOTH PUMPS. ALTERNATE

POSITIVELY SHUT OFF

CONTROL PANEL.

AND ALARM LIGHT MOUNTED ON

ACTIVATE AN EXTERNAL HORN

HOLDER AND BE ATTACHED THERETO.

LIFTING CHAIN SHALL EXTEND TO UPPER GUIDE RAIL

FRAME CORNER.

ALL "RE-ENTRANT" LOCATIONS AT EACH ACCESS

EACH WAY. PROVIDE MIN 18" LENGTH #4 BARS AT

REINFORCED WITH #4 REBAR @ 8" ON CENTER,

CONCRETE PAD SHALL BE 12" THICK AND

9.

2" SDR21 CLASS

200 PVC

2" GALVANIZED STEEL PIPE

TWO COUPLING JOINTS PER

PIPE BETWEEN LIFT STATION

AND VALVE VAULT

2" SCH 80 PVC

DISCHARGE PIPE

GALVANIZED CAST IRON VANDAL PROOF HOODED

VENT, OR APPROVED EQUAL

GROUT

TOP EL

24"x37" CLR. OPENING, LOCKABLE, ALUMINUM

ACCESS FRAME AND COVER, 300 LB/SF MIN LOADING

2" CHECK VALVE (TYP 2)

2" BRONZE GATE VALVE (TYP 2)

PRECAST CONCRETE VALVE

VAULT AND COVER

2" GALVANIZED STEEL PIPE

2" SDR21 CLASS 200 PVC

2" SCH 80 PVC DISCHARGE PIPE AND FITTINGS

STAINLESS STEEL PIPE GUIDE RAILS

STAINLESS STEEL LIFTING CHAIN

PRECAST CONCRETE

WET WELL AND COVER

REINFORCED PER ASTM C-478

BREAKAWAY FITTING

FILL CONCRETE ALL AROUND

ENSURE THAT CONCRETE DOES NOT

INTERFERE WITH FLOAT SWITCH OPERATION

#4 @ 8" ON

CENTER EACH WAY

SUBMERSIBLE DUPLEX

WASTEWATER PUMP

NO. 57 STONE BEDDING, 6"

DEEP AND EXTENDING 12"

BEYOND CONCRETE BASE

WATERPROOF EXTERIOR COATING

6" SS

SEE PROFILE

LIQUID

LEVEL

SENSOR

(TYP)

3" FLOOR DRAIN W/ TRAP

3" FLAP VALVE

PLAN VIEW

SECTION A-A

A

7'-0"

12"

4'-0" SQR

M I N

6'-0" DIA

DAB-D-ATCT-C501

SCALE: NOT TO SCALE

LIFT STATION DETAIL1

C102

UTILITY DETAILS - 1

ALARM/HIGH-HIGH:

CONTROL PANEL.

AND ALARM LIGHT MOUNTED ON

ACTIVATE AN EXTERNAL HORN EMERGENCY OFF:

BASE EL 15.5

TOP OF CONCRETE

EMERGENCY OFF EL 17.0

LOW EL 17.5

HIGH EL 19.5

ALARM/HIGH-HIGH EL 20.5

24.5

LEVEL.

ALARM SYSTEM AT "HIGH-HIGH"

AUXILIARY RELAY TO SIGNAL

"LOW" LEVEL. PROVIDE

PUMPS AND PUMP DOWN TO

START BOTH LEAD AND LAG

CABLE WEIGHTS MOUNTED 6"-8" ABOVE FLOATS.

SEE SPECIFICATIONS FOR CABLE TYPE. PROVIDE

FLOAT SWITCH CABLE SHALL BE 2#16 (TYP. OF 4),

SEE DETAIL 1/E501

TO CONTROLPANEL,

STEEL CONDUITS

PVC COATED RIGID

POWER AND FLOAT CONTROL CABLE (TYPICAL OF 4)

208V GENERATOR.

POWER TO EMERGENCY BACK-UP WITH TEMPORARY

TRANSFER SWITCHES TO SWITCH FROM EXISTING

INSTALL AUXILIARY 208V POWER RECEPTACLE AND

PANEL AND LABEL APPROPRIATELY. PROVIDE AND

"MINI-CAS" ALARMS TO INDICATOR LIGHTS ON INNER

OVERLOAD AND PUMP SEAL PROTECTION. WIRE

PROTECTIVE RELAY (OR EQUAL) FOR THERMAL

DESIGNATIONS. PROVIDE FLYGT "MINI CAS"

CORRESPONDING TO ELECTRICAL SCHEMATIC

STRIPS SHALL BE PROMINENTLY MARKED

600 VOLT RATED TERMINAL STRIPS. TERMINAL

EXTERNAL WIRING CONNECTIONS SHALL BE MADE TO

(BARRIERS) IN PANEL FOR LEVEL SWITCHES. ALL

PROVIDE INTRINSICALLY SAFE INTERFACE CONTROLS

HAND-OFF-AUTOMATIC SWITCHES FOR EACH PUMP

PUMP RUNNING INDICATOR LIGHTS AND

A 208:24 VAC TRANSFORMER. PROVIDE INDIVIDUAL

208:120 VAC TRANSFORMER, THE OTHER CONTAINING

COMBINATION MOTOR STARTERS, ONE CONTAINING A

MAGNETIC CIRCUIT BREAKER TYPE NEMA SIZE O

PREVENT TAMPERING. PROVIDE TWO THERMAL

SWITCHES SHALL BE MOUNTED ON INNER DOOR TO

AUDIBLE ALARM. ALL INDICATING LIGHTS AND

DESIGN, WITH AN EXTERIOR MOUNTED VISUAL AND

STEEL RATED ENCLOSURE, UL LISTED, DOOR-IN-DOOR

CONTROL PANEL SHALL BE A NEMA 4X STAINLESS

AREAS.

SEALS ON ALL CONDUITS ENTERING HAZARDOUS

AREA AS DEFINED BY THE NEC. INSTALL CONDUIT

CLASS 1, DIVISION 1, GROUPS C AND D HAZARDOUS

INTERIOR OF LIFT STATION SHALL BE CONSIDERED A

SHALL BE PVC COATED RIGID STEEL CONDUIT.

ALL CONDUITS ASSOCIATED WITH THE LIFT STATION

10.

NUMBER ARE INDICATED ON SHEET ES101.

ADDITIONAL INFORMATION. PANEL AND CIRCUIT

SEE ELECTRICAL SHEETS ES101 AND E501 FOR

COMPLETE BASIN PACKAGE.

APPROVED EQUIVALENT JOB SITE WIRED

WET WELL TO BE PRECAST CONCRETE OR

NECESSARY.

ADJUST LIFT STATION ELEVATIONS AS

FIELD VERIFY EXISTING ELEVATIONS AND

DRAWING INFORMATION. CONTRACTOR SHALL

BASED ON THE BEST AVAILABLE DESIGN

SANITARY SEWER INVERT ELEVATIONS ARE

LIFT STATION TOP ELEVATION AND EXISTING

HORSEPOWER : 3.75 HP.

CONTROL CONDUIT AND WIRING. MAXIMUM PUMP

CONTROL PANEL SPACE AND ALL POWER AND

SUBCONTRACTOR SHALL FURNISH AND INSTALL PUMP

SUBMERSIBLE PUMP POWER & CONTROL CABLE.

VOLTS, SINGLE PHASE, 60 Hz, 2-WIRE SERVICE WITH

PUMP SHALL BE DESIGNED FOR OPERATION ON 208

WITH PUMP CONTROL PANEL AND LEVEL CONTROLS.

SUBMERSIBLE GRINDER WASTEWATER PUMPS COMPLETE

FURNISH AND INSTALL TWO

SEE NOTE 7 FOR ADDITIONAL INFORMATION

CAST-IN-PLACE CONCRETE SLAB

ADDITIONAL INFORMATION

SEE NOTE 7 FOR

CONCRETE SLAB

CAST-IN-PLACE

D

APPROVER'S TITLE

DEPARTMENT OF TRANSPORTATION

REV DESCRIPTION JCN

DATE

REDLINE

APVD

H

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APPROVED

SOUTHERN REGION ATLANTA, GEORGIA 30320

DAYTONA FLDAYTONA BEACH INTERNATIONAL AIRPORT

FACILITIES

AIRWAY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

FOR OFFICIAL USE ONLY

FEDERAL AVIATION ADMINISTRATION

SUBMITTED BY

REVIEWED BY

SUBMITTER'S TITLE

DESIGNED

DRAWN

CHECKED

ISSUED BY DATE

DRAWING NO

JCN

REV

APPROVED BY

MAJOR MODERNIZATION OF THE

AIRPORT TRAFFIC CONTROL TOWER

DAYTONA BEACH

1600018

PH: 770-587-4776

ALPHARETTA, GA 30022

3650 MANSELL ROAD, SUITE 300

PAGE OF 94

10/1/15

RGM

JTS

DAB-D-ATCT-C502

<4 18 8 4 2 39

(IN.)

SIZE

PIPE

NOMINAL

L (FT.)

BENDS

L (FT.)

BENDS

L (FT.)

BENDS

L (FT.)

BENDS

HORIZONTAL BENDS VERTICAL BENDS

L (FT.)

ENDS

OR DEAD

VALVES

17 8 4

L (FT.)

BENDS

L (FT.)

BENDS

L (FT.)

BENDS

P.V.C. PIPE FITTING, PLUGS & VALVES - L (FT.)

<4 6 8 10 12 14 16 18 20 24 30 36 42

BRANCH SIZE (IN.)

P.V.C. PIPE TEE - L (FT.) SEE NOTE 5. FOR

<4

(IN.)

SIZE

RUN

RESTRAINED BELL JOINT

BELL JOINT TO PLAIN END

W/MECHANICAL RESTRAINERS

TEE BOLT

RESTRAINED MECHANICAL JOINT

W/MECHANICAL RESTRAINERS

MECHANICAL JOINT TO PLAIN END

TEE BOLT

BELL Jt. P.V.C. M.J. D.I. FITTINGS

PLAIN END P.V.C.

PLAIN END P.V.C.

RING

BELL

RING

CLAMPING

RUN

RUN

BRANCH

LENGT

H'

REST

RAIN

T

OT

AL

TEE

DIRECTION CHANGE

DIRECTION CHANGE

CHANGE

ANGLE OF DIRECTION

VALVE

HORIZONTAL BEND

DEAD END

BEND

LOWER

UPPER BEND

VERTICAL OFFSET PROFILE

TYPICAL PROFILE TYPICAL PROFILE

MECHANICAL JOINT SLEEVES

SECTION

SCALE: NOT TO SCALE

MECHANICAL THRUST RESTRAINT1

C102

UTILITY DETAILS - 2

L

Lu

Li

A S

S U

M

P R

O X

E T

A S

S U

M

P R

O X

E T

S

T E

E T

(M

I N

R E

S T

R A I N

N G

T H

L L L

P R

O F I L

E

S

(M

I N

(M

I N

SEWER LINE

ENCASEMENT

CONCRETE

LINE

STORM

6" (TYP)

LINE

SEWER

PLAN

SECTION

ENCASEMENT

CONCRETE

COINCIDENT WITH PIPE JOINTS

BEGIN AND END ENCASEMENT

SCALE: NOT TO SCALE

CONCRETE ENCASEMENT DETAIL2

C102

1. PORTION OF PIPING BEING ENCASED SHALL BE CONTINUOUS.

NOTES

LINE

STORM

SCALE: NOT TO SCALE

SILT FENCE DETAIL3

C102

OF BEFORE THE BARRIER IS REMOVED.

SEDIMENT ACCUMULATED AT THE BARRIER SHALL BE REMOVED AND PROPERLY DISPOSED

IN PLACE UNTIL DISTURBED AREAS HAVE BEEN PERMANENTLY STABILIZED. ALL

REDUCED (APPROXIMATELY SIX MONTHS). TEMPORARY SEDIMENT BARRIERS SHALL REMAIN

DETERIORATED TO SUCH AN EXTENT THAT THE EFFECTIVENESS OF THE FABRIC IS

HEIGHT OF THE BARRIER. FILTER FABRIC SHALL BE REPLACED WHENEVER IT HAS

SEDIMENT SHALL BE REMOVED ONCE IT HAS ACCUMULATED TO ONE-HALF THE ORIGINAL

MAINTENANCE

M I N

FLOW

2"

M I N

(TYP.)

POST

END OF FABRIC FENCE

FLOW 18" BEGINNING OF FABRIC FENCE

FLOW

6' O.C. MAX

OVERLAP AT FABRIC ENDS

4' MAX O.C.

FENCE BACKING

WOVEN WIRE

FABRIC

TRENCH

6"

USE 36" D.O.T. APPROVED FABRIC.

NOTE:

M I N

M I N

USE STEEL POSTS. - ONLY

VIEW

TOP

VIEW

SIDE

VIEW

FRONT

FLAGGER

FLAGGER

APPROACH SIGNAGE

STANDARDS (TYP.)

APPROACH SIGNAGE

STANDARDS (TYP.)

CONSTRUCTION FENCING

SEE NOTE 1

STEEL PLATE OVER OPEN EXCAVATIONS

AFTER WORK DAY.

1.

WORK IN TRAVEL LANE ON MINOR URBAN STREET

(MAINTAIN TWO-WAY TRAFFIC)

SCALE: NOT TO SCALE

TYPICAL ROADWAY TRAFFIC CONTROL PLANS4

C002

WORK AREA

PER FDOT AND MUTCD

PER FDOT AND MUTCD

FLAGGER

FLAGGER

APPROACH SIGNAGE

STANDARDS (TYP.)

APPROACH SIGNAGE

STANDARDS (TYP.)

CONSTRUCTION FENCING

SEE NOTE 1

STEEL PLATE OVER OPEN EXCAVATIONS

AFTER WORK DAY.

WORK AREA

PER FDOT AND MUTCD

PER FDOT AND MUTCD

WORK IN TRAVEL LANE ON MINOR URBAN STREET

(MAINTAIN ONE-WAY TRAFFIC WITH FLAGGER OPERATION

SEE NOTE 4SEE NOTE 4

NOTES (DETAIL 4)

2.

3.

4.

ADJACENT SOILS SHALL BE SUFFICIENTLY STABILIZED PRIOR TO THE USE OF STEEL PLATES USED FOR BRIDGING.

PROPERTY BACKFILLED AND PATCHED PRIOR TO THE END OF THE WORKDAY SHALL BE BRIDGED. TRENCH WALLS AND TRENCHES OR EXCAVATIONS WITHIN ROADWAYS THAT REQUIRE REOPENING TO UNOBSTRUCTED TRAFFIC AND THAT CANNOT BE

CONTRACTOR SHALL ENSURE ACCESS TO ADJACENT AIRPORT FACILITIES IS MAINTAINED AT ALL TIMES.

ALL CONSTRUCTION BARRICADES, SIGNAGE AND SPACING SHALL MEET FDOT AND MUTCD REQUIREMENTS.

CONTRACTOR SHALL SUBMIT CONSTRUCTION TRAFFIC CONTROL PLANS FOR APPROVAL TO COTR PRIOR TO ROADWAY CLOSURES.

CAUSE A FAILURE AT THE BELL RESULTING IN A SERVICE OUTAGE.

SHOULD ALWAYS BE VISIBLE AFTER THE RESTRAINT IS INSTALLED. OVERHOMING THE JOINT MAY

PARALLEL RODS/NUTS. THESE NUTS SHOULD ONLY BE SNUG TIGHT. THE HOME MARKS ON THE PIPE

COMPLETED PER THE MANUFACTURERS RECOMMENDATION, WHICH INCLUDES NOT OVER TIGHTENING THE

THE INSTALLATION OF BELL HARNESS RESTRAINTS AT PVC JOINTS (DR-18 & 25 PIPE) SHALL BE 7.

HDPE TO PVC TRANSITIONS: THE PVC PIPE SIDE SHALL BE RESTRAINED 35 FT (MIN).6.

RESTRAINS REQUIRED ON THE BRANCH SIDE. ANY CHANGES MUST BE APPROVED BY COTR.

ON TEE "BRANCH" LINE. THE PROJECT ENGINEER CAN INCREASE THIS DISTANCE TO REDUCE THE

(RUN) SHALL BE A TOTAL DISTANCE OF 3 FEET (MIN). SEE SCHEDULE ABOVE FOR RESTRAINT LENGTH

TEES: TOTAL LENGTH BETWEEN FIRST JOINTS OR RESTRAINED LENGTH ON EITHER SIDE OF TEE 5.

RESTRAINED LENGTH FOR THE LOWER (DEEPER) LEVEL.