ZDC-1602638 -Drawings.pdf

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REVDRAWING NO

DATE JCN

APPROVED BY

ISSUED BY

CHECKED

DRAWN

DESIGNED

SUBMITTED BY

REVIEWED BY

FEDERAL AVIATION ADMINISTRATION

DEPARTMENT OF TRANSPORTATION

REV

DATE

APPROVED

DESCRIPTION JCN

REDLINE

APVD

SCALE: 1/2" = 1'-0"

5'1' 2'01'

SCALE: 3/8" = 1'-0"

4' 6'2'02'

SCALE: 1" = 1"

1" 2"01"

ARTCC

E501

GROUNDING PLAN SMOKING GAZEBO

SCALE: 3/8" = 1'-0"

E501 SCALE: 3/8" = 1'-0"

E501 SCALE: 1/2" = 1'-0"

GROUNDING PLAN ESU SHELTER

E501 SCALE: 1" = 1'-0"

GROUNDING ELEVATION 5

E501 SCALE: 1" = 1'-0"

GROUNDING ELEVATION

IS

U

VA

LW

GM 10/20/2018 1602638

ZDC-1602638-E501 A

ENGINEERING SERVICES

ENROUTE/FSS

GROUNDING

ELECTRICAL NEW WORK

REPLACE GAZEBOS AND STAIRS

WASHINGTON CENTER

PROJECT ARCHITECT MGR: ENROUTE/FSS ENGR CTR

-e

DRAWING PRODUCED ON AEA RO MICROSTATION SYSTEM

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA

LEESBURG

8 NUMBER

COLUMN

1 2

5 6

IE

L

IO

N

02/24/2020160263802/27/2020

FLAGPOLE

GARAGE

GROUNDING PLAN FLAGPOLE GAZEBO

GROUND ROD

ROD

GROUND

INSTALL 4/0 AWG BARE COPPER COUNTERPOISE.1

ESU SHELTER HAS 1 GROUNDING CONNECTION.

4/0 AWG BARE COPPER 10 FEET LONG.

ON 2 COLUMNS BY SHELTER MANUFACTURER.

EXOTHERMIC WELD TO COLUMN STEEL1

TO BUILDING EES OR TO GROUND ROD.

4/0 BARE COPPER EXOTHERMICALLY WELDED

CLAMP TO STAIRWAY.

BUTLER BUILDING STAIR. 1-BIMETALLIC 1

INSTALL 4/0 AWG BARE COPPER COUNTERPOISE.

AROUND ROD.

CONNECT TO BLDG COUNTERPOISE OR11

FIELD REVISION (G. MOON) LW

zdc-1602638-e501

2020-07-22T09:08:21-0400

ROBERT L BELTON

2020-07-21T09:17:11-0400

GREGORY D MOON

-g

:2

:0 lo tt e

DRAWING INDEX

DRAWING NO. REV. DATE DESCRIPTION

ZDC-1602638-G001 A

COVER AND INDEX SHEET

WASHINGTON CENTERLEESBURG

ZDC-1602638-G001

ZDC-1602638-G002

ZDC-1602638-G003

ZDC-1602638-C101

ZDC-1602638-C102

ZDC-1602638-C103

ZDC-1602638-C104

ZDC-1602638-C105

ZDC-1602638-C201

ZDC-1602638-C202

ZDC-1602638-C501

ZDC-1602638-C502

ZDC-1602638-C503

ZDC-1602638-E501

02/24/2020

10/20/2018

COVER AND INDEX SHEET

SITE AND CONTRACTOR'S STAGING PLAN

SITE UNDERGROUND UTILITY PLAN

SITE PLAN

DEMOLITION PLAN - SHEET 1 OF 2

DEMOLITION PLAN - SHEET 2 OF 2

NEW WORK PLAN - SHEET 1 OF 2

NEW WORK PLAN - SHEET 2 OF 2

NEW WORK - ELEVATIONS

NEW METAL STAIRS

NEW WORK - DETAILS

FLOOR PLANS AND SECTIONS - SHEET 2 OF 2

ELECTRICAL NEW WORK - GROUNDING

T OF TRANSPO

T A T

IC

OF

STATES

IT

TM

EN

AVIA

I

LAR

TRAT

SI

NI

ARTCC - LEESBURG, VIRGINIA

(NOT USED) FLOOR PLANS AND SECTIONS - SHEET 1 OF 2

zdc-1602638-g001

2020-07-22T09:07:19-0400

ROBERT L BELTON

2020-07-21T09:17:49-0400

GREGORY D MOON

CONTRACTOR'S EMPLOYEE PARKING MUST BE LIMITED TO VISITOR'S PARKING LOT.B.1

A.1

A.2

A.3

A.4

A.5

C.1

C.2

C.3

C.4

C.5

C.6

E.1

F.1

H.3

H.2

H.1

I.2

I.1

I.3

I.4

I.5

USE OF CAFETERIA IS NOT PERMITTED.K.1

UPON COMPLETION OF WORK, CONTRACTOR MUST REPAIR PAVED SURFACES TO ORIGINAL

CONDITION, AND RE-BUILD ROAD GUTTERS, CURBS AND SIDEWALKS TO MATCH THE

EXISTING.

L.1

L.2 DISTURBED LAWNS AND LANDSCAPING MUST BE RESTORED TO ORIGINAL CONDITION BY

CONTRACTOR TO THE SATISFACTION OF COR. THIS INCLUDES SPRINKLER PIPING AND

DRAINAGE/SEWER PIPING.

L.3

CONTRACT AND WATERED ON DAILY BASIS FOR 30 CONSECUTIVE DAYS.

M.1 OPERATIONAL QUESTIONS WILL BE ADDRESSED BY THE COR.

NOT USED

M.4

M.3

M.2

M.5 NO WELDING EQUIPMENT WILL BE POWERED BY THE FACILITY ELECTRICAL SYSTEM. WELDING

WILL NOT BE PERMITTED IN FAA OCCUPIED AREAS UNLESS APPROVED IN WRITING BY COR.

REVIEW WITH COR THE TYPE OF ARC WELDING USED AT FACILITY 10 DAYS PRIOR TO USE.

REFER TO THE CONTRACT DOCUMENTS.

CONTRACTOR WILL COMPLY. FOR A COMPLETE LIST OF SECURITY REQUIREMENTS,

THE FOLLOWING IS A PARTIAL LIST OF SECURITY REQUIREMENTS WITH WHICH THE

IN CONJUNCTION WITH ONGOING PROJECTS.

STAGING AREA MUST BE COORDINATED WITH SITE PERSONNEL VIA COR; PARTICULARLY

CONSTRUCTION ACCESS, PARKING, OFFICES AND EXTENT/SIZE OF CONSTRUCTION

MAIN ENTRANCE SECURITY GATE.

CONTRACTOR'S VEHICLES, PEDESTRIAN AND DELIVERIES TO SITE MUST BE THROUGH

FENCING TO PROTECT, WARN AND DIRECT PERSONS NEAR CONSTRUCTION AREAS.

DELIVERIES ON SITE. PROVIDE NECESSARY BARRICADES, LIGHTS, SIGNAGE AND

PROVIDE SIGNAGE TO INDICATE ACCESS ROUTE FOR CONSTRUCTION EMPLOYEES AND

CONTRACTOR DELIVERIES WITH THE COR.

FAA SHIFT CHANGES OCCUR AT 6:30 TO 8:00 AM AND 2:00 TO 4:00 PM. COORDINATE

AND AT TIMES OTHER THAN FAA EMPLOYEES SHIFT CHANGES TO AVOID CONGESTION.

DELIVERIES MUST BE SCHEDULED AND APPROVED 24 HOURS IN ADVANCE WITH COR

CONSTRUCTION STAGING AREA.

CONTRACTOR TO PROVIDE WASH STATIONS IN ADDITION TO PORTABLE TOILETS FOR

THE COR FOR SCHEDULING OF SERVICE.

CONTRACTOR AS REQUIRED IN THE CONSTRUCTION STAGING AREA. COORDINATE WITH

PORTABLE CHEMICAL TOILETS MUST BE PROVIDED, PAID FOR AND MAINTAINED BY THE

WILL NOT BE PERMITTED.

THIS FACILITY. WORK WILL BE COORDINATED WITH COR. DISRUPTION OF THIS FACILITY

CONTRACTOR MUST USE GREAT CARE AND CAUTION WHILE WORKING IN ALL AREAS OF

CONSTRUCTION AREAS.

SITE IS A SECURE AREA AND CONSTRUCTION PERSONNEL MUST REMAIN IN

WILL ISSUE PARKING PERMITS FOR CONTRACTOR WORK VEHICLE.

RESPONSIBLE FOR THE CONDUCT OF THEIR PERSONNEL WHILE ON SITE. THE FAA

CONSTRUCTION PERSONNEL. CONTRACTOR'S SUPERVISORY PERSONNEL WILL BE

PROPER IDENTIFICATION. TEMPORARY SECURITY BADGES WILL BE ISSUED TO

PROVIDED TO COR. FAA RESERVES THE RIGHT NOT TO ACCEPT WORKERS WITHOUT

AN ADVANCE LIST AND WEEKLY LOG OF CONTRACTOR'S PERSONNEL MUST BE

11:00 PM TO 6:00 AM OR AS APPROVED BY COR.

WORK ON OR NEAR CRITICAL EQUIPMENT WILL BE ACCOMPLISHED DURING OFF-HOURS OF

BY THE WORK AND PROCEDURES TO PROTECT THIS AND OTHER FAA/GOVERNMENT EQUIPMENT.

FACILITY COORDINATE WITH COR LOCATION OF CRITICAL EQUIPMENT THAT MAY BE AFFECTED

FAA HAS AND MAINTAINS EQUIPMENT THAT IS CRITICAL TO ITS OPERATION THROUGHOUT THIS

PERFORMANCE OF THE WORK.

HAVE APPROVED BY COR IN WRITING, A MINIMUM OF 10 WORKING DAYS BEFORE THE

ALLOWED ONLY AT PREARRANGED TIMES APPROVED BY COR. SCHEDULE, COORDINATE AND

CONCRETE SAWING, CORE DRILLING, CONCRETE DEMOLITION AND ANCHOR DRILLING WILL BE

BY COR.

GENERAL CONTRACTOR MUST ATTEND COORDINATION AND SAFETY MEETINGS AS REQUIRED

WATER, ASBESTOS, DEBRIS AND DUST, INCLUDING CORE DRILLING.

BUILDING FROM DAMAGE, INCLUDING BUT NOT LIMITED TO, DAMAGE CAUSED BY IMPACT,

CONTRACTOR MUST PROTECT NEW AND EXISTING FAA EQUIPMENT, BOTH INSIDE AND OUTSIDE

AREA FROM THE BUILDING EXTERIOR.

THE WORK AREA. THE CONTRACTOR WILL PROVIDE MEANS TO ACCESS THE WORK

THE CONTRACTOR MUST NOT BE ALLOWED TO USE THE BUILDING INTERIOR TO ACCESS

CONSTRUCTION STAGING NOTES

C. FAA SECURITY REQUIREMENTS

A. CONSTRUCTION ACCESS

B. CONTRACTOR PARKING

E. CONSTRUCTION MATERIAL STORAGE

F. CONSTRUCTION DEBRIS

G. CONSTRUCTION OFFICE - NOT USED

H. CONSTRUCTION TOILET FACILITIES

M. EQUIPMENT PROTECTION

L. PARKING LOT, SOD AND DRIVEWAY REPAIR

K. CAFETERIA USE

I. DEMOLITION AND CONSTRUCTION HOURS

STAGING AREA

CONSTRUCTION

1 SITE AND CONTRACTOR'S STAGING PLAN

G002

SCALE: 1" = 60'

60' 60'0 120'

BUILDING

STORAGE

UNIT (ESU)

SERVICES

ENVIRONMENT

(ES)

ENGINEER

CONTRACTOR'S ACCESS TO BUILDING MUST BE IN LIMITED TO THE WORK AREAS ONLY.

SUBCONTRACTORS AND DELIVERIES.

WITHIN THE BUILDING IN ADVANCE WITH COR. CONTRACTOR MUST ESCORT

PERSONNEL WORKING WITHIN THE BUILDING AND WITHIN FENCE. COORDINATE WORK

FAA ESCORTS AND DESIGNATED ESCORTS ARE REQUIRED FOR CONSTRUCTION

OF DAMAGE OR DISRUPTION OF ELECTRICAL SERVICES.

DISRUPTION OF POWER TO EQUIPMENT. CONTRACTOR MUST NOTIFY COR IMMEDIATELY

RESULT OF ACCIDENTAL EVENTS OR NEGLIGENCE SUCH AS, BUT NOT LIMITED TO,

PROTECTION OF THIS EQUIPMENT FROM PHYSICAL OR ELECTRICAL DAMAGE AS A

DURATION OF THIS CONTRACT. CONTRACTOR IS RESPONSIBLE FOR CONTINUOUS

EXISTING FAA AIR TRAFFIC EQUIPMENT MUST REMAIN OPERATIONAL THROUGHOUT

WORK AREA MUST BE APPROVED BY THE COR.

FROM THE WORKING AREA BY CONTRACTOR DAILY ANY DUMPSTERS REQUIRED NEAR THE

AND FREE OF EXCESS DEBRIS AND DUST DURING CONSTRUCTION. DEBRIS MUST BE REMOVED

CONSTRUCTION STAGING AREA. AREAS AROUND DUMPSTERS MUST BE KEPT CLEAN

THE CONTRACTOR MUST PROVIDE FOR DUMPSTERS FOR CONSTRUCTION DEBRIS AT THE

MUST SECURE CONSTRUCTION STAGING AREA AND PROVIDE MEANS OF ACCESS TO THE COR.

(UNDERGROUND UTILITIES) MAY RUN THROUGH STAGING AREA AND ELSEWHERE. CONTRACTOR

CONTRACTOR MUST NOT DIG WITHOUT PRIOR PERMISSION FROM COR. BURIED CABLES

BARRICADES AND CLEARLY MARKED. MATERIALS WILL BE NEATLY STORED AND PROTECTED.

CONSTRUCTION STAGING AREA. THE CONSTRUCTION STAGING AREA MUST BE SURROUNDED BY

STORAGE OF CONSTRUCTION MATERIALS AND TRAILERS ON SITE IS LIMITED TO THE

CONTRACTOR IS NOT ALLOWED TO USE TOILETS INSIDE MAIN FACILITY BUILDING.

WORKING DAYS NOTICE IN ADVANCE OF PERFORMANCE OF THE WORK.

BE SCHEDULED, COORDINATED AND APPROVED IN WRITING BY COR WITH A MINIMUM OF 10

NOISY DEMOLITION (INSIDE OR OUTSIDE) AND OFF-HOURS CONSTRUCTION ACTIVITIES MUST

NEW SOD MUST INSTALLED WHERE DISTURBED BY THE CONTRACTOR UNDER THIS

THE ARTCC.

COORDINATE CONSTRUCTION ACTIVITY SO AS NOT TO INTERFERE WITH FUNCTIONS OF

ARTCC IS A 24 HOUR 7 DAY PER WEEK OPERATING FACILITY. IT IS BE NECESSARY TO

ZDC-1602638-G002 A

SITE AND CONTRACTOR'S STAGING PLAN

D. EXCAVATION LIMITATIONS

WILL BE DEMOLITION/CONSTRUCTION NOISE AND INTERFERENCE WITH FAA SHIFT CHANGE.

COORDINATED WITH THE COR PRIOR TO START OF CONSTRUCTION. OTHER CONSIDERATIONS

REQUIREMENTS ACTUAL TIMES MAY VARY. NORMAL WORK DAY SCHEDULE MUST BE

WORK CAN BE PLANNED FOR NORMAL BUSINESS HOURS. DUE TO COR MONITORING

02/24/20201602638FIELD REVISION (G. MOON) LW02/27/2020

BASE OR FILL IS ALLOWED.

SPOIL, REMOVING BROKEN UP CONCRETE OR PAVEMENTS AND FOR PLACING NEW

VACUUM OR COMPRESSED AIR WITH VACUUM. USE OF EQUIPMENT FOR HANDLING

GRADE MUST BE DONE BY HAND OR BY VACUUM TECHNIQUES SUCH AS HYDRO

NO EXCAVATION BY DIGGING EQUIPMENT IS ALLOWED. ALL WORK BELOW

T E

W

K

CONCRETE SIDEWALK

T E

X X X X X X X X X

X

ROAD "C"

ROAD "F"

LP

CONCRE

TE

DE

WAL

e d a r

RIGHT OF WAY LINE

s i

MH

CB

CBCB

MHMH

X X X X X X

E

VIRGINIA STATE ROUTE 7

X X X X

AAS BUILDING

X X X X X X X X X X X X

CONTROL

WING

TELCOM

EXPANSION

IOSF

CONCRETE

PAD

ANTENNA

RCL

ISLAND

GRASS

MAIN

GUARD HOUSE

PP

HW

ABANDONED PUMP

STATION

FH

EMH

AUTOMATION

POWER SERVICE

UPS/GENERATOR BUILDING

EL 321.6

STOOP

LOT "D"

X X X X X

OIL TANKS

X X X XXX

X X

HEADWALL

CB MH

CO EMH

3 BAY GARRAGE

X X X X X X X X X X X X X

ROAD "B"

ADMINISTRATION

WATER

TREATMENT

Y

SMOKING

SHELTER

x x x xxx

TOWERS

COOLING

LP LP

C0

EXISTING SIDEWALK

MAINTENANCE BUILDING

LOT "E"

LOT "C" LOT "B"

:1 lo tt e zdc-1602638-g002

2020-07-22T09:07:56-0400

ROBERT L BELTON

2020-07-21T09:18:27-0400

GREGORY D MOON

:2 lo tt e

T E

T E

X X X X X X X X X

CONCRE

TE

DE

WAL

e d a r

RIGHT OF WAY LINE

s i

CBCB

MHMH

E

VIRGINIA STATE ROUTE 7

X X X X X X X X X X X X

TELCOM

HW

ABANDONED PUMP

STATION

POWER SERVICE

EL 321.6

STOOP

LOT "D"

OIL TANKS

HEADWALL

CB MH

CO EMH

3 BAY GARRAGE

LOT "B" LOT "A SOUTH"

SMOKING

xxx

COOLING

C0

MAINTENANCE BUILDING

FFFF

FF

F F

W W W

P P

(ES)

UNIT (ESU)

G G G

G003 050' 50' 100'

SCALE: 1" = 50'

OVERHEAD POWER & TELEPHONE LINES

6" W

ATE

RLINE

APPROXIMATE LOCATION

RECORDS.

AS SHOWN ON EXISTING

SANITARY LINE TO BUILDING

NOTE: WATERLINE FOLLOWS

VEPCO X003

GUY ANCHORS

GUY WIRES

GUY ANCHORS

15" R

CP SD

LP LP LP

LP LP LP

" R

" R

15" RCP SD

8" S

DS DS DS DS

DSDS DSDS

DS DS

DSDS

CONDUIT

ELECTRICAL

ELECTRICAL BOX

CONDUIT

ELECTRICAL

21" RCP

TOP ELE 302.22

STORM INLET "C"

8" SAN SEW XHCI

" S

EDGE OF PAVEMENT

END OF CURB

D.S

TOP ELEV 316.44

ELECTRICAL MH 2

D.S

TOP ELE 310.59

STORM INLET "V"

W W W

" S

TOP ELE 321.43'

MANHOLE "G"

TELEPHONE

FIRE HYDRANT

15" RCP SD

OUTLET

CONCRETE GROUND

FIRE HYDRANT

21" RCP SD

CONCRETE PAD

VALVE

SPRINKLER

R C

4" SAN SEW XHCI

ELECTRICAL SERVICE

UNDERGROUND

LINE

FUEL OIL

INV ELE 311.07'

6' IN FROM BUILDING

IN ELE 306.76'

8' IN FROM BUILDING

TOP ELE 322.68'

STORM MANHOLE "E"

INV ELE 300.75'

INV IN FROM MH "K"

TOP ELE 304.40

STORM MANHOLE "L"

BONDING SYSTEM

SITE GROUNDING AND

BONDING SYSTEM

SITE GROUNDING AND

ALWAYS VERIFY UTILITY LOCATIONS.

COLLECTED FROM OTHER DRAWINGS

THIS SHEET IS BASED ON INFORMATION

HEL374E

VEPCO POLE

DUCT BANKS.

ABANDONED TRANSFORMER PADS AND 1

INV OUT = 308.00'

RIM = 313.20'

STORM INLET

INV OUT = 308.00'

RIM = 313.20'

STORM INLET

MANHOLE "E"

STORM

PIPEVISION

MANHOLE "D"

SANITARY

ELE 316.35

TOP

MANHOLE "Q"

MANHOLE "P"

"K-1"

MANHOLE "A"

333.18

328.15

311.75

MANHOLE "I"

MANHOLE "H"

MANHOLE "L"

MANHOLE "K"

ELEV 308.38'

TOP

INLET "X"

"W"

MANHOLE "F"

MANHOLE "E"

MANHOLE "B"

NOTE

SHEET NOTE

ZDC-1602638-G003 A

02/24/20201602638FIELD REVISION (G. MOON) LW02/27/2020A

-B

IL

TOP ELE 312.43'

SANITARY MANHOLE "J"

POWER LINE

OVER LINE

zdc-1602638-g003

2020-07-22T09:09:19-0400

ROBERT L BELTON

2020-07-21T09:18:53-0400

GREGORY D MOON

X X X X X X X X X X X X X X X X X

XX

X XX

X X X

X X X

COOLING x xx

E

GARAGEBUILDING

GENERATOR/

-c

:3 lo tt e

C101 050' 50' 100'

C102

C103

NOTES:

ZDC-1602638-C101 A

SITE PLAN

LEGEND:

WORK LOCATIONS

SITE PLAN WITH WORK LOCATIONS

3 4

5 6

NEW ESU SHELTER LOCATION

METAL BUILDING BACK STAIRS

METAL BUILDING BACK STAIRS

ESU GAZEBO

WOODEN STAIRS

POWER SERVICE BUILDING

FLAGPOLE GAZEBO

SMOKERS GAZEBO

zdc-1602638-c101

2020-07-22T07:44:56-0400

ROBERT L BELTON

2020-07-21T09:08:21-0400

GREGORY D MOON

lo tt e

ASCALE: 1" = 10'

10' 20'010'

SHEET LEGEND:

RAMP

CONTROL WING

PAVERS

PLANTINGS

SIDEWALK

ROAD "A"

SCALE: 1" = 10'-0"

SCALE: 1" = 5'-0"

ZDC-1602638-C102 A

SHEET 1 OF 2

DEMOLITION PLAN

LANDING

PLANTING

EXISTING

ELEVATED SIDEWALK

PSB

SCALE: 1" = 5'

5' 10'05'

SMOKERS GAZEBO DEMOLITION

FLAGPOLE GAZEBO DEMOLITION

ID

HANDICAP ACCESS RAMP

STOP CONCRETE REMOVAL AT LAST JOINT BEFORE METAL RAMP.

FROM 12" TO 4" THICK.

RAMP IS APPROXIMATE 14' LONG AND TAPERS

GAZEBO CONCRETE IS APPROXIMATE 12' x 12 x 6".

GRADE

BELOW

FUEL LINE

WOODEN STAIR REMOVAL

POWER SERVICE BUILDING (PSB)

ROAD 'A'

5'-0"

THE DEMOLITION AREA SHOWN INCLUDES WORK ON PLANTING BEDS.

REMOVE AND STORE PAVERS TO ALLOW FOR EXPANSION FOR LARGER FLOOR.

AND MAINTAIN FOR REPLANTING.

REMOVE AZALEA PLANTS FOR NEW WORK. TEMPORARILY TRANSPLANT PROTECT

REMOVE 15' WOOD GAZEBO WITH SCREW ANCHORS.

PLANTS

DEMOLITION HATCHING

4 3

STAIR

WOODEN

WOODEN LANDING

2 ALL WOODEN SUPPORT POSTS ARE TO BE REMOVED.

REMOVE OR CUT CONCRETE ANCHORS FLUSH FOR WOODEN STAIRWAY AND RAILING.

zdc-1602638-c102

2020-07-22T07:49:16-0400

ROBERT L BELTON

2020-07-21T09:08:45-0400

GREGORY D MOON

lo tt e

SCALE: 1" = 10'

SHEET LEGEND:

DEMOLITION HATCHING

METAL STAIRS

LIGHT DUTY

SERVICES (ES)

SERVICES UNIT (ESU)

SCALE: 1" = 50'-0"

50' 100'050'

ZDC-1602638-C103 A

02/24/2020160263802/27/2020A

SHEET 2 OF 2

DEMOLITION PLAN

STORAGE BUILDING STAIR REMOVAL

ESU

GENERATOR

DETAIL 4 - ESU GAZEBO DEMOLITION PLAN

8'-0"

IN

IM

ASPHALT

DETAIL 5 - NEW ESU SHELTER LOCATION

1 12' WOOD GAZEBO ON TOP OF PAVEMENT.

IS APPROXIMATELY 4" THICK.

CUT PAVEMENT NEATLY FOR FOUNDATION AND FLOOR PAVEMENT

CONFIRM LOCATION WITH COR.

EXISTING STAIRS RESTING ON GROUND.

SECURE STAIRS TO BUILDING.

REMOVE OR CUT CONCRETE ANCHORS THAT

REMOVE EXISTING METAL STAIR.

zdc-1602638-c103

2020-07-22T08:31:55-0400

ROBERT L BELTON

2020-07-21T09:09:40-0400

GREGORY D MOON

lo tt e

PAVERS

PLANTINGS

C201

C104 SCALE: 1" = 10'-0"

C104

20 FOOT FLAG POLE GAZEBO PLAN

ZDC-1602638-C104 A

SHEET 1 OF 2

NEW WORK PLAN

16 FOOT SMOKERS GAZEBO

17'-0"

C201

ID

3 4

SIDEWALK.

INSTALL EXPANSION JOINT BETWEEN NEW CONCRETE AND

PLANTING BED.

ADD LANDSCAPING EDGING BETWEEN NEW SOD AND

FROM BOTH THE SIDEWALKS.

ENSURE THE GAZEBO ROOF OVERHANG IS A MINIMUM OF 6 INCHES

TALL FESCUE SOD.

FILL IN ANY OPEN SOIL OR DAMAGED GRASS WITH NEW

NEW CONCRETE FLOOR MUST MATCH GRADE OF EXISTING SIDEWALKS.

METAL HANDICAP ACCESS RAMP

TO FLAGPOLE AT IT'S EXISTING SLOPE.

FINISHED FLOOR MUST BE SET AT LEVEL TO MEET PAVER PATH

ON BOTH SIDES OF THE GAZEBO.

TRANSITION FROM THE WALKWAY TO THE GAZEBO FLOOR

RESET WALKWAY PAVERS AS NEEDED TO CREATE A SMOOTH

SAVED PLANTS OR PLANT NEW.

THEY WILL BE A MINIMUM OF 4' FROM EDGE OF FLOOR. REPLANT

REESTABLISH PLANTING BEDS ON EACH SIDE OF THE GAZEBO,

AREA UNDER SHELTER WILL BE CONCRETE SURFACE.

zdc-1602638-c104

2020-07-22T08:48:10-0400

ROBERT L BELTON

2020-07-21T09:10:08-0400

GREGORY D MOON

:5 lo tt e

C202

C105 SCALE: 1/2" = 1'-0"

C105

EXISTING STAIRS

STAIRS

NEW METAL

SERVICES (ES)

SERVICES UNIT (ESU)

ZDC-1602638-C105 A

NEW WORK PLAN

STAIRS MOUNTED ON FOUNDATIONS.

NEW METAL STAIRS AT STORAGE BUILDINGS

7'-0"

7'-0"

5'-0"

WALL

RETAINING

STAIRS

METAL

NEW

NEW METAL

RAILING

DN

EXISTING RAILING

SCALE: 1" = 5'-0"

C105

GENERATOR

SCALE: 1" = 5'

5' 10'05'

ESU SHELTER

8'-0"

NEW METAL STAIRS AT POWER SERVICE BUILDING

ASPHALT

AT LANDING

EXISTING STEP UP

ROOF OF THE SHELTER.

THE FLOOR WILL MATCH THE OUTSIDE DIMENSIONS OF THE

PERIMETER OF THE NEW FLOOR.

PROVIDE EXPANSION JOINT WITH SEALANT AROUND THE

AT 1/8" PER FOOT.

1/2 INCH ABOVE SURROUNDING PAVEMENT. SLOPE FLOOR

FLOOR WILL BE AT EXISTING GRADE AND NO MORE THAN A

SLOPE

FLOOR

C501 zdc-1602638-c105

2020-07-22T08:48:54-0400

ROBERT L BELTON

2020-07-21T09:10:37-0400

GREGORY D MOON

lo tt e

C201 SCALE: 1/2" = 1'-0"

C201 SCALE: 3/4" = 1'-0"

OVERHANG

SCALE: 3/4" = 1'-0"

3'2'1'01'

SIDE ELEVATION (TYPICAL)

ESU SHELTER

ZDC-1602638-C201 A

ELEVATIONS

NEW WORK

BASE

4" AGGREGATE

4" CONCRETE

C201 SCALE: 3/4" = 1'-0"

BASE

4" AGGREGATE

/8

IG

COMPACTED BASE

JOINT

FLAGPOLE GAZEBO

SMOKERS 16' GAZEBO ELEVATION

1'-6"

2'-0"

1'-4"

1'-6"

/8

IG

NEW EXPANSION

1 C501

FLAGPOLE GAZEBO 20' OCTAGONAL1

SMOKERS GAZEBO 16' OCTAGONAL1

zdc-1602638-c201

2020-07-22T08:50:08-0400

ROBERT L BELTON

2020-07-21T09:11:01-0400

GREGORY D MOON

lo tt e c

GM 02/24/2020 1602638

EASTERN SERVICE AREA

ZDC-1602638-C202

C202 SCALE: 1" = 1'-0"

4" MAX

1' 2'01'

SCALE: 1" = 1'-0"

PLATFORM

STAIR

NEW METAL STAIRS

13'-0" 6'-0"

4'-0"

INFILL DETAIL FOR PSB METAL STAIRPOWER SERVICE BUILDING METAL STAIRS

10"

(TYP)

STAIR FOUNDATION - ELEVATION DETAIL3

C202 (TYPICAL)

SPACING AND LOCATION TO MATCH STAIRS

VARIES3'-0"

C202 SCALE: 1/2" = 1'-0" (TYPICAL)

STAIR FOUNDATION - PLAN VIEW

PLATFORM AT THRESHOLD ELEVATION.

STAIRS BOLTED TO EXPANSION ANCHORS.

zdc-1602638-c202

2020-07-22T08:50:47-0400

ROBERT L BELTON

2020-07-21T09:11:46-0400

GREGORY D MOON

lo tt e

SECTION

PLAN

BASE PLATE DETAIL

1/2" BASE PLATE

SCALE: 3/4" = 1'-0"

3'2'1'01'

1' 2'01'

ANCHOR BOLT

TEMPLATE ASSEMBLY

FINAL GRADE

AGGREGATE BASE

4" GRADED

3000 PSI

4" THICK

SUB BASE

COMPACTED

(TYP X4 PCS)

A563 HEX NUT

(2) 1/2" - 13

GR36 ANCHOR

1/2" ASTM F1554

TOP OF FOOTING

800 PSI (NIC)

NON - METALLIC GROUT

HIGH STRENGTH NON-SHRINK

F436 (TYP X4 PCS)

(2) WASHER 1/2" FLAT

TEMPLATE

HEX NUT

1/2" -13 A563

ANCHOR

F1554 GR36

1/2" ASTM

2'-0"

1'-4"

DESIGN, FOR PREENGINEERED STRUCTURE.

TYPICAL FOUNDATIONS CONTRACTOR WILL PROVIDE FOUNDATION

NOTE:

C501 SCALE: 3/4" = 1'-0"

C501 SCALE: 3/4" = 1'-0"

CONCRETE FLOOR DETAIL

IN

SHELTER COLUMN FOUNDATION (TYPICAL) SHELTER COLUMN FOUNDATION CONNECTION (TYPICAL)

NOTE:

FINAL ANCHORAGE DESIGN WILL BE PROVIDED BY MANUFACTURER.

DETAILS

ZDC-1602638-C501 A

NEW WORK

6" x 6" - W1.4 x W1.4 WWF 3/4"

C501 SCALE: 1" = 1'-0"

ASPHALT PAVEMENT

EXPANSION JOINT AT

PAVEMENT

1/4" RADIUS

JOINT SEALER

JOINT FILLER

/4 zdc-1602638-c501

2020-07-22T08:51:25-0400

ROBERT L BELTON

2020-07-21T09:13:40-0400

GREGORY D MOON

lo tt e

SLOPE TO CURB

SLOPE

C503

SMOKERS GAZEBOS - FLOOR PLAN

NOT TO SCALE

FLAGPOLE GAZEBO - FLOOR PLAN

C503 NOT TO SCALE

7 8

WALKWAY

PAVER

ZDC-1602638-C503 A

FLOOR PLANS AND SECTIONS

17'-0"

EXISTING SLOPE

MAINTAIN

FINAL FLOOR ELEVATION

SEE DETAIL 2 FOR

CURB

3 INTEGRATED SEATING S-70.

NEW FLOOR MEET.

CREATE EXPANSION JOINT WHERE SIDEWALK AND

MATCH FLOOR TO SIDEWALKS.

2'-0" TYP

4'-0"

(T

INTEGRATED SEATING S-70.

NEW FLOOR ELEVATION WILL MEET THE EXISTING SLOPE OF THE PAVER PATH.

SLOPE FLOOR AWAY FROM WALKWAYS 1/8" PER FOOT.

zdc-1602638-c503

2020-07-22T09:08:49-0400

ROBERT L BELTON

2020-07-21T09:16:47-0400

GREGORY D MOON