Y23-784_Design_Drawings.pdf

PDF 9 MB Posted Jun 9, 2023

Attached to: Orange County Landfill Roadway Improvements at Old Scale House
Solicitation number: Y23-784
Issued by: Orange County, Orlando City, Florida

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Written by GovTribe AI · Jun 27, 2025

The document is a comprehensive set of construction plans and technical drawings for the Orange County Landfill Roadway Improvements project in Orange County, Florida. The project involves reconstructing the exit road and surrounding infrastructure at the existing solid waste facility, including roadway widening, drainage structures, electrical upgrades, and structural modifications. The project length is approximately 1.231 miles, with construction spanning from Station 115+70.86 to Station 127+92.14. The design includes multiple roadway alignments (Mainline, Alignment A, Loop Road, and Alignment C), featuring full-depth shoulders, superpave asphalt concrete, limerock base, and type B stabilization.

The project is estimated to cost $1,513,000.00 and will be competitively bid electronically through the ProcureNow OpenGov e-Procurement Platform. Sealed bids are due by 4:00 pm EST on Thursday, July 27, 2023, with a question submission deadline of Thursday, July 6, 2023. The technical drawings cover multiple disciplines including roadway design, drainage, electrical, structural, and signing plans. The project includes provisions for maintaining existing site operations during construction, with a phased approach that includes constructing a new outbound scale, roadway improvements, and preserving access to the citizen drop-off area. Bidders are required to create a free account on the ProcureNow platform to submit electronic responses.

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Other files

File	Type	Posted
Orange_County_Landfill_Roadway_Improvements_at_Old_Scale_House_(Addendum_#4_Revision).pdf	PDF	Jul 18, 2023
Y23-784_PreBid_Sign_In_Sheet.PDF	PDF	Jun 27, 2023
Y23-784_Technical_Specifications.pdf	PDF	Jun 1, 2023

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5/2/2023 6:13:54 PM

T:\2021\2021.0109.06 - OC Landfill Exit Traffic\CAD\Roadway\KEYSRD01.dwg

JOHNSON, NICK

0.0000.00

ORANGE COUNTY, FLORIDA

CONSTRUCTION PLANS FOR

ORANGE COUNTY SOLID WASTE FACILITY

EXIT ROAD IMPROVEMENTS

0.231

1,221

END PROJECT

END CONST.

STA 127+92.14

£ CONST

BEGIN PROJECT

BEGIN CONST.

STA 115+70.86

£ CONST

B.M. #1

TRAVERSE POINT #312

EL: 83.96'

CIP #: 4410-038-1106-0004-6310

SEQ #: 96972

INDEX OF SHEETS

SHEET DESCRIPTION

8-10

11-15

17-29 ROADWAY CROSS SECTIONS

ROADWAY PLAN & PROFILE

ROADWAY PLAN

OVERALL SITE LAYOUT

KEY SHEET

SIGNING & MARKING PLAN

4-7 TYPICAL SECTIONS

16 DRAINAGE STRUCTURE CROSS SECTIONS

S0.1

STRUCTURAL GENERAL NOTES

S1.0 FOUNDATION PLAN

S2.0 STRUCTURAL DETAILS

S2.1

BUILDING SECTION

E0.0

ELECTRICAL GENERAL NOTES & SYMBOL LEGEND

E1.0

POWER AND LIGHTING PLAN

E2.0 PANEL SCHEDULE AND RISER DIAGRAM

30-31 TEMPORARY TRAFFIC CONTROL PLAN

2 TOPOGRAPHIC SURVEY

3A SUMMARY OF PAY ITEMS

AutoCAD SHX Text S

AutoCAD SHX Text

CLINT PLETZER, P.E. NO. 69221

AutoCAD SHX Text N

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AutoCAD SHX Text 0.4

AutoCAD SHX Text Miles

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AutoCAD SHX Text 02/03/23

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PREPARED BY:

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PROJECT NO:

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SHEET

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DATE:

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DATE:

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DATE:

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DATE:

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DATE

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REVISIONS

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COMMISSIONERS

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DISTRICT 1

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DISTRICT 2

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DISTRICT 3

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DISTRICT 4

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DISTRICT 5

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DISTRICT 6

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CHRISTINE MOORE

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MAYRA URIBE

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MARIBEL GOMEZ CORDERO

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EMILY BONILLA

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MICHAEL SCOTT

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JERRY L. DEMINGS, COUNTY MAYOR

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CERTIFICATION TO PLANS

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ENGINEER:

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DATE:

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DRAWN BY :

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CHECKED BY:

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APPROVED BY:

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NOTE

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PROJECT LENGTH:

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ROADWAY:

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TOTAL LENGTH:

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FEET

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MILES

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EXIST. BRIDGES:

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BOARD OF COUNTY

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SOURCE OF BENCHMARK DATUM

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SEE PROJECT LAYOUT SHEETS FOR

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ADDTIONAL B.M. INFORMATION

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CJP

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NJJ

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CJP

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RVB

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NICOLE H. WILSON

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CHRISTMAS

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SEMINOLE COUNTY

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OSCEOLA COUNTY

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ORLANDO

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INTERNATIONAL

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AIRPORT

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LAKE COUNTY

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WINTER

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GARDEN

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ORLANDO

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LAKE COUNTY

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BREVARD COUNTY

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OSCEOLA COUNTY

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LAKE APOPKA

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GALLOWAY DR.

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FLORIDA

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TPK

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LOCATION MAP

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VICINITY MAP

AutoCAD SHX Text FLORIDA DEPARTMENT OF TRANSPORTATION DESIGN STANDARDS FOR DESIGN, CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS ON THE STATE HIGHWAY SYSTEM, DATED 2023 - 2024 AND STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, DATED 2023-2024 AS AMENDED BY CONTRACT DOCUMENTS.

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GOVERNING STANDARDS AND SPECIFICATIONS :

AutoCAD SHX Text I HEREBY CERTIFY THAT THE DESIGN FOR THIS PROJECT AND THE ATTACHED CONSTRUCTION PLANS COMPLY WITH THE REQUIREMENTS OF SECTION 336.045 OF THE FLORIDA STATUTES AND ARE IN SUBSTANTIAL CONFORMANCE WITH THE STANDARDS CONTAINED IN THE EDITION OF THE "MANUAL OF UNIFORM MINIMUM STANDARDS FOR DESIGN, CONSTRUCTION AND MAINTENANCE FOR STREETS AND HIGHWAYS" IN EFFECT ON THIS DATE AS ADOPTED BY THE FLORIDA DEPARTMENT OF TRANSPORTATION PURSUANT TO SUBSECTION 336.045(1) OF THE FLORIDA STATUTES.

AutoCAD SHX Text PLANS WERE PREPARED ACCORDING TO AVAILABLE INFORMATION TO ADEQUATELY ADDRESS CONDITIONS AS THEY EXISTED AT THE TIME OF PLANS PREPARATION. NEEDS, CONDITIONS AND OWNERSHIP OF PROPERTIES MAY HAVE CHANGED SINCE PROJECT DESIGN. THE COUNTY'S REPRESENTATIVE WILL ADDRESS CHANGES AND NEEDS WITH THE PROPERTY OWNER OR THEIR REPRESENTATIVES. CONTRACTOR SHALL WORK WITH THE COUNTY'S REPRESENTATIVE IN ADDRESSING AND MEETING NEEDS AND CONDITIONS THAT MAY HAVE CHANGED SINCE PLANS PREPARATION.

AutoCAD SHX Text AVCON, INC. 5555 MICHIGAN STREET, SUITE 200 ORLANDO, FLORIDA 32822-2779 PHONE:(407) 599-1122 FAX:(407) 599-1133 www.avconinc.com

AutoCAD SHX Text T 23 S

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AutoCAD SHX Text R 32 E

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AutoCAD SHX Text T 23 S

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AutoCAD SHX Text 02/03/23

SIGNATURE SHEET

SHEET

NO.

T:\2021\2021.0109.06 - OC Landfill Exit Traffic\CAD\Roadway\SIGNRD01.dwg

Johnson, Nick

5/4/2023 9:54:19 AM

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

AVCON, INC.

5555 MICHIGAN STREET, SUITE 200

ORLANDO, FLORIDA 32822-2779

PHONE:(407) 599-1122

FAX:(407) 599-1133

www.avconinc.com

ENGINEER OF RECORD: CLINTON J. PLETZER, P.E. NO. 69221

T H E

O F F I C I A L

R E C O R D

O F

T H I S

S H E E T

I S

T H E

E L E C T R O N I C

F I L E

S I G N E D

A N D

S E A L E D

U N D E R

R U L E

F A C

STATE OF

No.

J. P

69221

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FOLLOWING SHEETS IN

ACCORDANCE WITH RULE 61G15-23.004‚ F.A.C.

AVCON, INC.

-5555 MICHIGAN STREET, SUITE 200

-ORLANDO, FL

-32822-2779

PLAN INDEX

1 KEY SHEET

1A SIGNATURE SHEET

3 OVERALL SITE PLAN

3A SUMMARY OF PAY ITEMS

4-7 TYPICAL SECTIONS

8-10 ROADWAY PLAN

11-15 ROADWAY PLAN & PROFILE

16 DRAINAGE STRUCTURE CROSS SECTIONS

17-29 ROADWAY CROSS SECTIONS

30-31 TEMPORARY TRAFFIC CONTROL PLAN

32 SIGNING & MARKING PLAN

PLAN INDEX

1A SIGNATURE SHEET

S0.1 STRUCTURAL GENERAL NOTES

S1.0 FOUNDATION PLAN

S2.0 STRUCTURAL DETAILS

S2.1 BUILDING SECTION

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FOLLOWING SHEETS IN

ACCORDANCE WITH RULE 5J-17.060,17.062‚ F.A.C

STATE OF

No.

63055

AVCON, INC.

-5555 MICHIGAN STREET, SUITE 200

-ORLANDO, FL

-32822-2779

STATE OF

No.

80296

AVCON, INC.

-5555 E. MICHIGAN ST., SUITE 200

-ORLANDO, FL

-32822

PLAN INDEX

1A SIGNATURE SHEET

E0.0 ELECTRICAL GENERAL NOTES AND SYMBOL LEGEND

E1.0 POWER AND LIGHTING PLAN

E2.0 PANEL SCHEDULE AND RISER DIAGRAM

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FOLLOWING SHEETS IN

ACCORDANCE WITH RULE 5J-17.060,17.062‚ F.A.C

STATE OF

No.

R e g i s t e r e d

L an d

S u r v e y o r

R I D

NIETO-WHITTAKER SURVEYING LLC

-1728 N. RONALD REAGAN BLVD.,

-LONGWOOD, FLORIDA

-32750

PLAN INDEX

1A SIGNATURE SHEET

2 TOPOGRAPHIC SURVEY

THE ABOVE NAMED PROFESSIONAL SURVEYOR & MAPPER SHALL BE RESPONSIBLE FOR THE FOLLOWING

SHEETS IN ACCORDANCE WITH RULE 5J-17.060,17.062‚ F.A.C

YOUNG PINE ROAD

POPE STREET

Y O

U N

E SU

R PIN

E RO

P C

S T A

B e g

S T A

E n d

P C

S T A

FUTURE OUTBOUND SCALE

N 88 ° 59

' 43" E

CURVE DATA MAINLINE_PROP (1)

PI STA. = 123+44.55

DELTA = 69° 24' 04"

D = 7° 20' 44"

T = 540.11

L = 944.80

R = 780.00

PC STA. = 118+04.44

N: 1507625.709

E: 588847.176

PT STA. = 127+49.24

N: 1508144.013

E: 589568.332

N 8 8°

45'

" E

CURVE DATA ALIGNMENT_A (1)

PI STA. = 304+95.32

DELTA = 66° 29' 49"

D = 28° 38' 52"

T = 131.12

L = 232.12

R = 200.00

PC STA. = 303+64.20

N: 1507607.510

E: 589217.720

PT STA. = 305+96.32

N: 1507731.718

E: 589398.464

STA. 126+52.19 £ Mainline_Prop =

STA. 309+45.22 £ Alignment_A

B e g

STA. 303+46.89 £ Alignment_A =

STA. 201+50.14 £ Young Pine Sugar Pine Road

CURVE DATA YOUNG PINE SUGAR

PINE ROAD (1)

PI STA. = 205+41.63

DELTA = 11° 33' 03"

D = 2° 51' 53"

T = 202.29

L = 403.20

R = 2000.00

PC STA. = 203+39.34

N: 1507534.707

E: 589375.201

PT STA. = 207+42.54

N: 1507343.986

E: 589729.668

PC STA. 23+75.64

PC STA. 27+20.30

P T

S T A

P T

S T A

PT STA. 27+76.88

STA. 124+07.23 £ Mainline_Prop =

STA. 20+00.69 £ Alignment_Loop

STA. 38+75.18 £ Alignment_C

STA. 120+29.42 £ Mainline_Prop =

STA. 200+07.29 £ Young Pine Sugar Pine Road

STA. 123+29.10 £ Mainline_Prop =

STA. 28+09.94 £ Alignment_Loop

N 89° 25' 42" W

S 89° 25' 42" E

CURVE DATA ALIGNMENT_LOOP (1)

PI STA. = 21+08.64

DELTA = 44° 07' 02"

D = 88° 08' 50"

T = 26.34

L = 50.05

R = 65.00

PC STA. = 20+82.30

N: 1507914.163

E: 589329.745

PT STA. = 21+32.35

N: 1507932.949

E: 589284.682

CURVE DATA ALIGNMENT_LOOP (2)

DELTA = 180° 00' 00"

D = 143° 14' 22"

L = 125.66

R = 40.00

PC STA. = 23+75.64

N: 1507935.376

E: 589041.398

PT STA. = 25+01.31

N: 1507855.380

E: 589040.599

CURVE DATA ALIGNMENT_LOOP (3)

PI STA. = 27+50.52

DELTA = 49° 52' 22"

D = 88° 08' 50"

T = 30.22

L = 56.58

R = 65.00

PC STA. = 27+20.30

N: 1507853.195

E: 589259.585

PT STA. = 27+76.88

N: 1507829.592

E: 589309.052

LOOP ROAD CURVE (1)

LOOP ROAD CURVE (2)

LOOP ROAD CURVE (3)

MAINLINE_PROP (1)

CURVE

ALIGNMENT_A (1)

CURVE YOUNG PINE

SUGAR PINE ROAD (1)

ALIGNMENT C

35 36

Beg. STA. 30+00.00

PC STA. 33+01.81

P C

S T A

P T

S T A

CURVE DATA ALIGNMENT_C (1)

PI STA. = 33+81.61

DELTA = 89° 51' 24"

D = 71° 37' 11"

T = 79.80

L = 125.46

R = 80.00

PC STA. = 33+01.81

N: 1507936.816

E: 588955.887

PT STA. = 34+27.27

N: 1508016.418

E: 589036.083

CURVE DATA ALIGNMENT_C (2)

PI STA. = 37+19.77

DELTA = 69° 03' 38"

D = 71° 37' 11"

T = 55.04

L = 96.43

R = 80.00

PC STA. = 36+64.72

N: 1508015.832

E: 589273.533

PT STA. = 37+61.15

N: 1507964.238

E: 589348.123

ALIGNMENT_C CURVE (1)

ALIGNMENT_C CURVE (2)

STA. 119+12.14 £ Mainline_Prop =

STA. 30+00.00 £ Alignment_C

S 89° 51' 31" E

BEGIN PROJECT

STA. 115+70.86

END PROJECT

STA. 127+92.14

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

ORLANDO, FLORIDA 32822-2779

PHONE:(407) 599-1122

FAX:(407) 599-1133

www.avconinc.com

ENGINEER OF RECORD: CLINT PLETZER, P.E. NO. 69221

T H E

O F F I C I A L

R E C O R D

O F

T H I S

S H E E T

I S

T H E

E L E C T R O N I C

F I L E

S I G N E D

A N D

S E A L E D

U N D E R

R U L E

F A C

T:\2021\2021.0109.06 - OC Landfill Exit Traffic\CAD\Roadway\PLANRD01.dwg

OVERALL SITE LAYOUT

Feet

100200

ROADWAY WIDENING

CONCRETE TRAFFIC SEPARATOR

LEGEND:

BID ALT #1

BID ALT #2

T:\2021\2021.0109.06 - OC Landfill Exit Traffic\CAD\Roadway\SUMQRD01.dwg

SUMMARY OF PAY ITEMS

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

ORLANDO, FLORIDA 32822-2779

PHONE:(407) 599-1122

FAX:(407) 599-1133

www.avconinc.com

ENGINEER OF RECORD: CLINT PLETZER, P.E. NO. 69221

T H E

O F F I C I A L

R E C O R D

O F

T H I S

S H E E T

I S

T H E

E L E C T R O N I C

F I L E

S I G N E D

A N D

S E A L E D

U N D E R

R U L E

F A C

BASE BID

Item

Description

Unit

Quantity

101-1

MOBILIZATION

102-1

MAINTENANCE OF TRAFFIC

104-10-3

SEDIMENT BARRIER

LF 3,626

110-1-1

CLEARING & GRUBBING

120-1

REGULAR EXCAVATION

CY 1,000

120-6

EMBANKMENT

CY 1,250

160-4

TYPE B STABILIZATION (MIN. LBR 40) (12")

SY 6,451

285-7-11

LIMEROCK (10") (MIN. LBR 100)

SY 5,250

334-1-52 SUPERPAVE ASPH CONC, TRAFFIC B, PG 76-22 TN 1,165

425-1-521 INLETS, DITCH BOTTOM, TYPE C, <10' EA

430-175-118 PIPE CULVERT, SRCP, ROUND 18" CD LF

430-982-125 MITERED END SECTION, OPTIONAL ROUND, 18" EA

520-1-10 CONCRETE CURB AND GUTTER, TYPE F LF

520-70 CONCRETE TRAFFIC SEPARATOR, SPECIAL - VARIABLE WIDTH SY

570-1-1

PERFORMANCE TURF

SY 3,450

630-2-11 CONDUIT, FURNISH & INSTALL, OPEN TRENCH LF

635-2-11 PULL & SPLICE BOX, F&I, 13" x 24" COVER SIZE EA

646-1-11 ALUMINUM SIGNALS POLE, PEDESTAL EA

650-1-13 VEHICULAR TRAFFIC SIGNAL, FURNISH & INSTALL ALUMINUM, 2 SECTION, 1-2 WAYS AS

700-1-11 SINGLE POST SIGN, F&I GROUND MOUNT, UP TO 12 SF AS

700-1-12 SINGLE POST SIGN, F&I GROUND MOUNT, 12 SF - 20 SF AS

711-11-111 THERMOPLASTIC, STANDARD, WHITE, SOLID, 6" LF 5,880

711-11-124 THERMOPLASTIC, STANDARD, WHITE, SOLID, 18" LF

711-11-125 THERMOPLASTIC, STANDARD, WHITE, SOLID, 24" LF

711-11-141 THERMOPLASTIC, STANDARD, WHITE, 6-10/2-4 SKIP, 6" LF

711-11-160 THERMOPLASTIC, STANDARD, WHITE, MESSAGE EA

711-11-170 THERMOPLASTIC, STANDARD, WHITE, ARROW EA

711-11-211 THERMOPLASTIC, STANDARD, YELLOW, SOLID, 6" LF 2,416

711-11-224 THERMOPLASTIC, STANDARD, YELLOW, SOLID, 18" LF

900-1

AS-BUILT PLANS

900-2

INDEMNIFICATION

900-3

GROUNDWATER TREATMENT AND DISPOSAL

DAY

BASE BID (CONTINUED)

1000-1

OPERATOR BOOTH SLAB FOUNDATION

1000-2

OPERATOR BOOTH & DELEGATED ENGINEERING

1000-3

SCALE FOUNDATIONS

1000-4

RAMPS

1000-5

CANOPY SUPPORTS

1000-6

EXISTING CANOPY DEMOLITION

1000-7

TEMPORARY OVERHEAD UTILITY SUPPORTS

1000-8

NEW CANOPY FRAMING & DELEGATED ENGINEERING

1000-9

WASH SLAB

1000-10

BOLLARD

1000-11

MISCELLANEOUS CONCRETE RENOVATIONS

2000-1

LIGHTING

2000-2

ELECTRICAL

BID ALT #1 (AREA BEHIND CDA)

Item

Description

Unit

Quantity

160-4

TYPE B STABILIZATION (MIN. LBR 40) (12")

1,478

285-7-11

LIMEROCK (12") (MIN. LBR 100)

1,255

334-1-52 SUPERPAVE ASPH CONC, TRAFFIC B, PG 76-22

BID ALT #2 (FULL-DEPTH SHOULDERS)

Item

Description

Unit

Quantity

160-4

TYPE B STABILIZATION (MIN. LBR 40) (12")

SY 1,274

285-7-11

LIMEROCK (10") (MIN. LBR 100)

SY 1,145

334-1-52 SUPERPAVE ASPH CONC, TRAFFIC B, PG 76-22 TN

NOTE:

ALL QUANTITIES ARE PROVIDED FOR INFORMATION ONLY. PROJECT IS LUMP SUM AND IS TO BE BID PER BID DOCUMENT INSTRUCTIONS.

15' 15' 15'

TYPICAL SECTION

CONST. MAINLINE

STA. 115+70.86 TO STA 127+92.14

N.T.S.

SOD

CLEARING & GRUBBING

PAVEMENT DESIGN

SUPERPAVE ASPHALTIC CONC. (SP 12.5) (TRAFFIC LEVEL B) (5")

LIMEROCK (LBR 100) (12")

TYPE B STABILIZATION (MIN LBR 40) (12")

SUPERPAVE ASPHALTIC CONC. (SP 12.5) (TRAFFIC LEVEL B) (5")

LIMEROCK (LBR 100) (12")

TYPE B STABILIAZTION (MIN LBR 40) (12")

FULL

DEPTH

SHOULDER

*6'

FULL

DEPTH

SHOULDER

SUPERPAVE ASPHALTIC CONC. (SP 12.5) (TRAFFIC LEVEL B) (5")

LIMEROCK (LBR 100) (12")

TYPE B STABILIAZTION (MIN LBR 40) (12")

SEE PLANS FOR SB 6' FULL DEPTH SHOULDER

UNPAVED SHOULDER (BASE BID)

TYPE B STABILIZATION (MIN LBR 40) (12")

*FULL DEPTH SHOULDER (BID ALT #2)

SUPERPAVE ASPHALTIC CONC. (SP 12.5) (TRAFFIC LEVEL B) (5")

LIMEROCK (LBR 100) (12")

TYPE B STABILIZATION (MIN LBR 40) (12")

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

ORLANDO, FLORIDA 32822-2779

PHONE:(407) 599-1122

FAX:(407) 599-1133

www.avconinc.com

ENGINEER OF RECORD: CLINT PLETZER, P.E. NO. 69221

T H E

O F F I C I A L

R E C O R D

O F

T H I S

S H E E T

I S

T H E

E L E C T R O N I C

F I L E

S I G N E D

A N D

S E A L E D

U N D E R

R U L E

F A C

T:\2021\2021.0109.06 - OC Landfill Exit Traffic\CAD\Roadway\TYPSRD01.dwg

TYPICAL SECTION

CONST.

0.0

7.5' 7.5'

SOD

CLEARING & GRUBBING

TYPICAL SECTION

CONST. ALIGNMENT A

STA. 302+21.63 TO STA 308+80.00

N.T.S.

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

ORLANDO, FLORIDA 32822-2779

PHONE:(407) 599-1122

FAX:(407) 599-1133

www.avconinc.com

ENGINEER OF RECORD: CLINT PLETZER, P.E. NO. 69221

T H E

O F F I C I A L

R E C O R D

O F

T H I S

S H E E T

I S

T H E

E L E C T R O N I C

F I L E

S I G N E D

A N D

S E A L E D

U N D E R

R U L E

F A C

T:\2021\2021.0109.06 - OC Landfill Exit Traffic\CAD\Roadway\TYPSRD01.dwg

TYPICAL SECTION

PAVEMENT DESIGN

SUPERPAVE ASPHALTIC CONC. (SP 12.5) (TRAFFIC LEVEL B) (5")

LIMEROCK (LBR 100) (12")

TYPE B STABILIZATION (MIN LBR 40) (12")

SUPERPAVE ASPHALTIC CONC. (SP 12.5) (TRAFFIC LEVEL B) (5")

LIMEROCK (LBR 100) (12")

TYPE B STABILIAZTION (MIN LBR 40) (12")

CONST.

0.02

0.021

10' 10'

SOD SOD

CLEARING & GRUBBING

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

ORLANDO, FLORIDA 32822-2779

PHONE:(407) 599-1122

FAX:(407) 599-1133

www.avconinc.com

ENGINEER OF RECORD: CLINT PLETZER, P.E. NO. 69221

T H E

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TYPICAL SECTION

SUPERPAVE ASPHALTIC CONC. (SP 12.5) (TRAFFIC LEVEL B) (5")

LIMEROCK (LBR 100) (12")

TYPE B STABILIAZTION (MIN LBR 40) (12")

TYPICAL SECTION

CONST. LOOP ROAD

STA. 23+75.64 TO STA 27+87.97

N.T.S.

PAVEMENT DESIGN

SUPERPAVE ASPHALTIC CONC. (SP 12.5) (TRAFFIC LEVEL B) (5")

LIMEROCK (LBR 100) (12")

TYPE B STABILIZATION (MIN LBR 40) (12")

10' 10'

SOD SOD

CLEARING & GRUBBING

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

ORLANDO, FLORIDA 32822-2779

PHONE:(407) 599-1122

FAX:(407) 599-1133

www.avconinc.com

ENGINEER OF RECORD: CLINT PLETZER, P.E. NO. 69221

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T:\2021\2021.0109.06 - OC Landfill Exit Traffic\CAD\Roadway\TYPSRD01.dwg

TYPICAL SECTION

*BID ALT #1 (AREA BEHIND CDA)

TYPICAL SECTION

CONST. ALIGNMENT C

STA. 32+89.97 TO STA 37+92.61

N.T.S.

SUPERPAVE ASPHALTIC CONC. (SP 12.5) (TRAFFIC LEVEL B) (5")

LIMEROCK (LBR 100) (12")

TYPE B STABILIAZTION (MIN LBR 40) (12")

PAVEMENT DESIGN (BID ALT #1)

SUPERPAVE ASPHALTIC CONC. (SP 12.5) (TRAFFIC LEVEL B) (5")

LIMEROCK (LBR 100) (12")

TYPE B STABILIZATION (MIN LBR 40) (12")

B e g

S T A

P C

S T A

+70.86

41.43 LT.

+37.48

46.90 LT.

+31.34

45.97 LT.EL 83.05'

EL 83.27'

EL 83.01'

EL 82.98'

EL 83.04'

EL 83.13'

EL 83.28'

EL 83.68'

EL 83.22'

EL 83.33'

EL 83.22'

EL 83.26'

EL 83.04'

EL 83.68'

EL 83.42'

EL 83.40'

NOTE: ELEVAT

IONS SHOWN ON THIS SHEET ARE OF T

HE EXISTING

PAVEMENT. SEE ST

RUCTURAL SH

EETS FOR P

ROPOSED ELEVATIONS

+29.59

11.33 RT.

+26.55

24.34 RT.

+72.46

13.69 RT.

+39.86

25.70 RT.

+44.67

27.58 RT.

+77.74

28.32 RT.

£CONST. MAINLINE_PROP

£CONST. ALIGNMENT_A

EXIST DRAW HYDRANT TO BE R

EMOVED

£CONST. ALIGNMENT_LOOP

PROP. PEDESTAL SIGNA

2 HEAD, 1 WAY SIGNAL

8 LF 630-2-11

1 EA

635-2-11

1 EA 646-1-11

1 AS

650-1-13

SEE ELECTR

ICAL PLANS

FOR CONTINU

ATION

SAW CUT

CONST. 6' FUL

L-DEPTH SHOULDER

BEGIN PROJECT

STA. 115+70.86

P O P E

S T R E E T

CONST. 2' UN

PAVED SHOULDER

ROADWAY PLAN

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

ORLANDO, FLORIDA 32822-2779

PHONE:(407) 599-1122

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ENGINEER OF RECORD: CLINT PLETZER, P.E. NO. 69221

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A N D

S E A L E D

U N D E R

R U L E

F A

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Feet

0 10 40

KEY MAP

ROADWAY WIDENING

LEGEND:

BID ALT #2

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text

+74.88

26.55 RT.

+86.73

23.47 RT.

+92.83

33.44 RT.

+08.96

36.71 RT.

+18.14

29.50 RT.

+63.41

29.76 RT.

EL 83.13'

+29.59

11.33 RT.

+26.55

24.34 RT.

+72.46

13.69 RT.

+39.86

25.70 RT.

+44.67

27.58 RT.

+77.74

28.32 RT.

£CONST. MAINLINE_PROP

£CONST. ALIGNMENT_A

£CONST. MAINLINE_PROP

P C

S T A .3

PT STA. 27+76.88

£CONST. ALIGNMENT_LOOP

SAW CUT (TYP.)

P O P E

S T R E E T

CONST. 6' FULL-DEPTH SHOULDER

CONST. 2' UNPAVED SHOULDER

+67.52

27.36 LT.

CONST. 6' FULL-DEPTH SHOULDER

CONST. 2' UNPAVED SHOULDER

ROADWAY PLAN

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

ORLANDO, FLORIDA 32822-2779

PHONE:(407) 599-1122

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www.avconinc.com

ENGINEER OF RECORD: CLINT PLETZER, P.E. NO. 69221

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0 10 40

ROADWAY WIDENING

LEGEND:

KEY MAP

SEE SHEETS 12 AND 16

SEE SHEETS 13 AND 16

BID ALT #1

E n d

S T A

° 1 5'

" E

STA. 126+52.19 £ Mainline_Prop =

STA. 309+45.22 £ Alignment_A

P T

S T A

+08.96

36.71 RT.

+18.14

29.50 RT.

+63.41

29.76 RT.

+31.39

9.91 RT.

+90.40

19.30 RT.

EXIST. POWER POLE AND

OVERHEAD LINES TO BE

RELOCATED BY CONTRACTOR

(CONTRACTOR TO COORDINATE

WITH DUKE ENERGY)

+92.14

15.12 RT.

END PROJECT

STA. 127+92.14

+67.52

27.36 LT.

6' FULL-DEPTH SHOULDER

2' UNPAVED SHOULDER

6' FULL-DEPTH SHOULDER

2' UNPAVED SHOULDER

ROADWAY PLAN

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

ORLANDO, FLORIDA 32822-2779

PHONE:(407) 599-1122

FAX:(407) 599-1133

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ENGINEER OF RECORD: CLINT PLETZER, P.E. NO. 69221

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0 10 40

KEY MAP

ROADWAY WIDENING

LEGEND:

Beg. STA. 300+00.00

+25.04

7.50' LT.

+25.04

7.50' RT.

+29.83

7.50' RT.

+89.69

7.50' LT.

+91.39

17.20' LT.

+13.17

25.50' RT.

+18.59

7.50' RT.

+51.66

10.86' LT.

+05.14

7.50' RT.

+11.78

24.29' RT.

+84.53

101.54' RT.

+72.47

106.28' RT.

+08.07

50.56' RT.

R5'

+01.79

195.38' RT.

+71.58

40.19' LT.

+71.69

45.88' LT.

+19.46

46.82' LT.

+20.13

33.35' LT.

+33.69

35.97' LT.

+38.99

35.64' LT.

+61.63

57.93' LT.

+67.51

9.67' RT.

BEGIN CONST.

STA. 302+25.04

CONST. 2' UNPAVED SHOULDER

SAW CUT

CONST. ALIGNMENT A

CONST. MAINLINE

Y O U

G A R

P I N E

R O A D

P I

E L

-0.16%

301+00 302+00 303+00 304+00 305+00

BEGIN PROFILE

STA. 302+25.04

ELEV. 84.15

MATCH EXIST.

-0.16%

1" = 40' Horizontal

1" = 4' Vertical

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

T:\2021\2021.0109.06 - OC Landfill Exit Traffic\CAD\Roadway\PLPRRD02.dwg

Johnson, Nick

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ROADWAY PLAN & PROFILE

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

ORLANDO, FLORIDA 32822-2779

PHONE:(407) 599-1122

FAX:(407) 599-1133

www.avconinc.com

ENGINEER OF RECORD: CLINT PLETZER, P.E. NO. 69221

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S I G N E D

A N D

S E A L E D

U N D E R

R U L E

F A C

ROADWAY WIDENING

LEGEND:

KEY MAP

BID ALT #2

AREA UNDER CONSTRUCTION

E n d

S T A

P T

S T A

+05.14

7.50' RT.

P T

S T A

N 22° 15' 1 6" E

+50.23

3.60' LT.

+51.29

9.44' LT.

+89.46

5.55' LT.

+86.59

14.52' LT.

+95.65

22.66' LT.

+07.23

25.76' LT.

+15.56

7.50' LT.

+81.40

32.23' LT.

+79.63

43.90' LT.

+67.51

9.67' RT.

+96.32

7.50' LT.

R5'

CONST. 109 LF 18" RCP @ 0.38%

S-(2)

STA 306+39.16 (85.00 Rt.)

CONST. Index No. 430-021 - Cross

Drain MES with 1:4 Slope - Single

Round Conc. Pipe

FL 78.39 NW

S-(1)

STA 306+40.00 (-23.60 Lt.)

CONST. Index No. 425-052 - Ditch

Bottom Inlet - Type C

FL 78.80 SE

127+92.14

15.12' RT.

126+90.40

19.30' RT.

P I

E L

P I

E L

P I

E L

-0.45%

306+00 307+00 308+00 309+00

END PROFILE

STA. 308+80.00

ELEV. 84.02

MATCH EXIST.

CONST. 109 LF 18" RCP @ 0.38%

- 0.16%

1" = 40' Horizontal

1" = 4' Vertical

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

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N 1

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

ORLANDO, FLORIDA 32822-2779

PHONE:(407) 599-1122

FAX:(407) 599-1133

www.avconinc.com

ENGINEER OF RECORD: CLINT PLETZER, P.E. NO. 69221

T H E

O F F I C I A L

R E C O R D

O F

T H I S

S H E E T

I S

T H E

E L E C T R O N I C

F I L E

S I G N E D

A N D

S E A L E D

U N D E R

R U L E

F A C

ROADWAY WIDENING

LEGEND:

SAW CUT

GRADE TO INLET

CONST. ALIGNMENT A

CONST. MAINLINE

PGL ALIGNMENT A

EXIST. GRADE AT ALIGNMENT A

KEY MAP

CONST. 6' FULL-DEPTH SHOULDER

CONST. 2' UNPAVED SHOULDER

BID ALT #2

AREA UNDER CONSTRUCTION

B e

PC STA. 23+75.64

P C

S T A

P T

S T A

P T

S T A

N 89° 25' 42" W

S 89° 25' 42" E

+93.38

10.00 LT.

+96.60

10.35 RT.

+67.78

10.00 RT.

+75.78

10.68 RT.

+75.66

10.00 LT.

+23.11

32.54 RT.

+23.60

39.29 RT.

+65.48

55.72 RT.

+64.79

41.78 RT.

+87.41

49.71 RT.

+19.62

10.00 RT.

+20.30

10.00 LT.

+55.54

10.14 LT.

+78.20

10.00 LT.

+87.97

19.26 LT.

+61.28

20.96 LT.

+54.05

17.24 LT.

S-(3)

STA 22+51.65 (-27.72 Lt.)

CONST. Index No. 425-052 - Ditch

Bottom Inlet - Type C

FL 85.85 S

S-(4)

STA 26+06.44 (23.37 Rt.)

CONST. Index No. 430-021 - Cross

Drain MES with 1:4 Slope - Single

Round Conc. Pipe

FL 84.21 N

CONST. 78 LF 18" RCP @ 2.10%

S-(1)

+68.84

10.23 LT.

+35.37

10.40 LT.

BEGIN CONST.

STA. 23+75.73

END CONST.

STA. 27+88.47

Y O U

G A R

P I

A D

2' UNPAVED SHOULDER

P I

E L

P I

E L

24+00 25+00 26+00 27+00 28+00

100' V.C.

K = 23

E L

100' V.C.

K = 33

E L

BEGIN PROFILE

STA. 23+75.73

ELEV. 89.77

MATCH EXIST.

END PROFILE

STA. 27+88.47

ELEV. 83.71

MATCH EXIST.

CONST. 78 LF 18" RCP @ 2.10%

1" = 40' Horizontal

1" = 4' Vertical

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

T:\2021\2021.0109.06 - OC Landfill Exit Traffic\CAD\Roadway\PLPRRD03.dwg

Johnson, Nick

5/2/2023 6:15:52 PM

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

ORLANDO, FLORIDA 32822-2779

PHONE:(407) 599-1122

FAX:(407) 599-1133

www.avconinc.com

ENGINEER OF RECORD: CLINT PLETZER, P.E. NO. 69221

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O F F I C I A L

R E C O R D

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T H I S

S H E E T

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F I L E

S I G N E D

A N D

S E A L E D

U N D E R

R U L E

F A C

10 40

Feet

FUTURE CITIZEN

DROP-OFF AREA

RECONSTRUCT TYPE F CURB & GUTTER

ROADWAY WIDENING

LEGEND:

SAW CUT

PGL LOOP ROAD

EXIST. GRADE AT CL

CONST. LOOP ROAD

KEY MAP

B e

WATER EDGE

EXIST. HEADWALL TO REMAIN

+89.97

9.94 LT.

+89.77

11.65 RT.

WATER EDGE

BEGIN CONST.

STA. 32+89.97

+00.11

9.93 LT.

+27.32

8.27 LT.

+23.75

21.85 RT.

2' UNPAVED SHOULDER (TYP.)

30+00 31+00 32+00 33+00 34+00

BEGIN CONST.

STA. 32+89.97

ELEV. 86.68

P I

E L

P T

P I

E L

P T

120' V.C.

K = 71

E L

-0.461%

1" = 40' Horizontal

1" = 4' Vertical

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

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N 1

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

ORLANDO, FLORIDA 32822-2779

PHONE:(407) 599-1122

FAX:(407) 599-1133

www.avconinc.com

ENGINEER OF RECORD: CLINT PLETZER, P.E. NO. 69221

T H E

O F F I C I A L

R E C O R D

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T H I S

S H E E T

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F I L E

S I G N E D

A N D

S E A L E D

U N D E R

R U L E

F A C

10 40

Feet

BID ALT #1

LEGEND:

CONST. ALIGNMENT C

CONST. MAINLINE

PGL

EXIST. GRADE

WATER EDGE

+92.61

11.96 LT.

END CONST.

STA. 37+92.61

+92.61

11.96 RT.

+71.14

7.34 RT.

+72.65

21.39 RT.

+66.60

11.82 LT.

+66.57

8.27 LT.

+27.32

8.27 LT.

+23.75

L D

Y P

36+00 37+00 38+00

END CONST.

STA. 37+92.61

ELEV. 86.49

P I

E L

P I

E L

P C

-0.46% 0.3 0%

P I

E L

P I

E L

P C

-0.46% 0.3 0%

120' V.C.

K = 48

E L

+0 .30

1" = 40' Horizontal

1" = 4' Vertical

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

T:\2021\2021.0109.06 - OC Landfill Exit Traffic\CAD\Roadway\PLPRRD04.dwg

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5/2/2023 6:16:10 PM

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

ORLANDO, FLORIDA 32822-2779

PHONE:(407) 599-1122

FAX:(407) 599-1133

www.avconinc.com

ENGINEER OF RECORD: CLINT PLETZER, P.E. NO. 69221

T H E

O F F I C I A L

R E C O R D

O F

T H I S

S H E E T

I S

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F I L E

S I G N E D

A N D

S E A L E D

U N D E R

R U L E

F A C

10 40

Feet

BID ALT #1

LEGEND:

CONST. ALIGNMENT C

PGL

EXIST. GRADE

CONST. MAINLINE

26+12.27

℄ CONST. Alignment_Loop

0 200204060

306+39.82

℄ CONST. Alignment_A

0 20 40 60 80 100020406080100

S-(1)

CONST. 109' LF 18" RCP @ 0.38%

S-(2)

S-(1)

STA 306+40.00 (-23.60 Lt.)

CONST. Index No. 425-052 -

Ditch Bottom Inlet - Type C

FL 78.80 SE

S-(2)

STA 306+39.16 (85.00 Rt.)

CONST. Index No. 430-021 -

Cross Drain MES with 1:4 Slope

- Single Round Conc. Pipe

FL 78.39 NW

S-(3)

STA 22+51.65 (-27.72 Lt.)

CONST. Index No. 425-052 -

Ditch Bottom Inlet - Type C

FL 85.85 S

S-(4)

STA 26+06.44 (23.37 Rt.)

CONST. Index No. 430-021 -

Cross Drain MES with 1:4 Slope

- Single Round Conc. Pipe

FL 84.21 N

CONST. 78' LF 18" RCP @ 2.10%

S-(3)

S-(4)

1" = 20' HORIZONTAL

1" = 10' VERTICAL

DRAINAGE STRUCTURE

CROSS SECTIONS

T:\2021\2021.0109.06 - OC Landfill Exit Traffic\CAD\Drainage\DRXSRD01.dwg

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DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

ORLANDO, FLORIDA 32822-2779

PHONE:(407) 599-1122

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ENGINEER OF RECORD: CLINT PLETZER, P.E. NO. 69221

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A N D

S E A L E D

U N D E R

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F A

120+50.00

℄ CONST. MAINLINE_PROP

0 20 40 60 80 100 120 140 160020

O F F

E L

O F F

E L

O F F

E L

O F F

E L

O F F

E L

121+00.00

℄ CONST. MAINLINE_PROP

0 20 40 60 80 100 120 140 160020

O F F

E L

O F F

E L

O F F

E L

O F F

E L

O F F

E L

122+00.00

℄ CONST. MAINLINE_PROP

0 20 40 60 80 100 120 140 160020

O F F

E L

O F F

E L

O F F

E L

O F F

E L

O F F

E L

MATCH EXIST.

1" = 20' HORIZONTAL

1" = 10' VERTICAL

ROADWAY CROSS SECTIONS

- MAINLINE

T:\2021\2021.0109.06 - OC Landfill Exit Traffic\CAD\Roadway\RDXSRD02.dwg

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DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

ORLANDO, FLORIDA 32822-2779

PHONE:(407) 599-1122

FAX:(407) 599-1133

www.avconinc.com

ENGINEER OF RECORD: CLINT PLETZER, P.E. NO. 69221

T H E

O F F I C I A L

R E C O R D

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T H I S

S H E E T

I S

T H E

E L E C T R O N I C

F I L E

S I G N E D

A N D

S E A L E D

U N D E R

R U L E

F A

123+00.00

0 20 40 60 80 100 120 140 160020

O F F

E L

O F F

E L

O F F

E L

O F F

E L

O F F

E L

124+00.00

℄ CONST. MAINLINE_PROP

0 20 40 60 80 100 120 140 160020

O F F

E L

O F F

E L

O F F

E L

O F F

E L

0.0

0.02

125+00.00

℄ CONST. MAINLINE_PROP

0 20 40 60 80 100 120 140 160020

O F F

E L

O F F

E L

O F F

E L

O F F

E L

0.02

MATCH EXIST.

O F F

E L

OFF 37.90

EL. 83.91

O F F

E L

O F F

E L

OFF 75.57

EL. 83.38

O F F

E L

1" = 20' HORIZONTAL

1" = 10' VERTICAL

ROADWAY CROSS SECTIONS -

MAINLINE

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JOHNSON, NICK 5/2/2023 6:16:46 PM

DESCRIPTIONDATE DESCRIPTION DATE

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SHEET

ORLANDO, FLORIDA 32822-2779

PHONE:(407) 599-1122

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ENGINEER OF RECORD: CLINT PLETZER, P.E. NO. 69221

T H E

O F F I C I A L

R E C O R D

O F

T H I S

S H E E T

I S

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F I L E

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A N D

S E A L E D

U N D E R

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F A

126+00.00

0 20 40 60 80 100 120 140 160020

O F F

E L

O F F

E L

O F F

E L

O F F

E L

O F F

E L

02 0

127+00.00

℄ CONST. MAINLINE_PROP

0 20 40 60 80 100 120 140 160020

O F F

E L

O F F

E L

O F F

E L

O F F

E L

O F F

E L

02 0

MATCH EXIST.

EXIST. BOX CULVERT TO REMAIN

O F F

E L

O F F

E L

0.0

126+60.00

℄ CONST. MAINLINE_PROP

0 20 40 60 80 100 120 140 160020

O F F

E L

1" = 20' HORIZONTAL

1" = 10' VERTICAL

ROADWAY CROSS SECTIONS

- MAINLINE

T:\2021\2021.0109.06 - OC Landfill Exit Traffic\CAD\Roadway\RDXSRD02.dwg

JOHNSON, NICK 5/2/2023 6:16:51 PM

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

ORLANDO, FLORIDA 32822-2779

PHONE:(407) 599-1122

FAX:(407) 599-1133

www.avconinc.com

ENGINEER OF RECORD: CLINT PLETZER, P.E. NO. 69221

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302+50.00

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0 20 40 60 80 100020406080100

O F F

E L

O F F

E L

O F F

E L

O F F

E L

0.02

303+00.00

℄ CONST. ALIGNMENT_A

0 20 40 60 80 100020406080100

O F F

E L

O F F

E L

0.02

O F F

E L

O F F

E L

0.00 0.00

304+00.00

℄ CONST. ALIGNMENT_A

0 20 40 60 80 100020406080100

O F F

E L

O F F

E L

O F F

E L

0.0

0.01

O F F

E L

O F F

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0.020.0

1" = 20' HORIZONTAL

1" = 10' VERTICAL

ROADWAY CROSS SECTIONS

- ALIGNMENT A

T:\2021\2021.0109.06 - OC Landfill Exit Traffic\CAD\Roadway\RDXSRD02.dwg

JOHNSON, NICK 5/2/2023 6:16:56 PM

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

ORLANDO, FLORIDA 32822-2779

PHONE:(407) 599-1122

FAX:(407) 599-1133

www.avconinc.com

ENGINEER OF RECORD: CLINT PLETZER, P.E. NO. 69221

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0 20 40 60 80 100020406080100

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306+00.00

℄ CONST. ALIGNMENT_A

0 20 40 60 80 100020406080100

O F F

E L

O F F

E L

O F F

E L

O F F

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0.0

307+00.00

℄ CONST. ALIGNMENT_A

0 20 40 60 80 100020406080100

O F F

E L

O F F

E L

0.02 .0

MATCH EXIST.

O F F

E L

O F F

E L

1" = 20' HORIZONTAL

1" = 10' VERTICAL

ROADWAY CROSS SECTIONS

- ALIGNMENT A

T:\2021\2021.0109.06 - OC Landfill Exit Traffic\CAD\Roadway\RDXSRD02.dwg

JOHNSON, NICK 5/2/2023 6:17:03 PM

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

ORLANDO, FLORIDA 32822-2779

PHONE:(407) 599-1122

FAX:(407) 599-1133

www.avconinc.com

ENGINEER OF RECORD: CLINT PLETZER, P.E. NO. 69221

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308+00.00

0 20 40 60 80 100020406080100

O F F

E L

O F F

E L

0.02 .0

309+00.00

℄ CONST. ALIGNMENT_A

0 20 40 60 80 100020406080100

MATCH EXIST.

O F F

E L

O F F

E L

O F F

E L

O F F

E L

OFF 18.37

EL. 83.13

1" = 20' HORIZONTAL

1" = 10' VERTICAL

ROADWAY CROSS SECTIONS

- ALIGNMENT A

T:\2021\2021.0109.06 - OC Landfill Exit Traffic\CAD\Roadway\RDXSRD02.dwg

JOHNSON, NICK 5/2/2023 6:17:07 PM

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

ORLANDO, FLORIDA 32822-2779

PHONE:(407) 599-1122

FAX:(407) 599-1133

www.avconinc.com

ENGINEER OF RECORD: CLINT PLETZER, P.E. NO. 69221

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0 20 40 60 80 100020

O F F

E L

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0.02

24+00.00

℄ CONST. ALIGNMENT_LOOP

0 20 40 60 80 100020

O F F

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0.02

25+00.00

℄ CONST. ALIGNMENT_LOOP

0 20 40 60 80 100020406080100

O F F

E L

O F F

E L

O F F

E L

0.02

1" = 20' HORIZONTAL

1" = 10' VERTICAL

ROADWAY CROSS SECTIONS

- LOOP ROAD

T:\2021\2021.0109.06 - OC Landfill Exit Traffic\CAD\Roadway\RDXSRD02.dwg

JOHNSON, NICK 5/2/2023 6:17:12 PM

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

ORLANDO, FLORIDA 32822-2779

PHONE:(407) 599-1122

FAX:(407) 599-1133

www.avconinc.com

ENGINEER OF RECORD: CLINT PLETZER, P.E. NO. 69221

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0 20 40 60 80 100020406080100

O F F

E L

O F F

E L

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0.02

27+00.00

℄ CONST. ALIGNMENT_LOOP

0 20 40 60 80 100020406080100

O F F

E L

O F F

E L

O F F

E L

0.02

27+75.00

℄ CONST. ALIGNMENT_LOOP

0 20 40 60 80 100020406080100

O F F

E L

O F F

E L

O F F

E L

0.02

0.00 0

O F F

E L

1" = 20' HORIZONTAL

1" = 10' VERTICAL

ROADWAY CROSS

SECTIONS - LOOP

ROAD 24

T:\2021\2021.0109.06 - OC Landfill Exit Traffic\CAD\Roadway\RDXSRD02.dwg

JOHNSON, NICK 5/2/2023 6:17:17 PM

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

ORLANDO, FLORIDA 32822-2779

PHONE:(407) 599-1122

FAX:(407) 599-1133

www.avconinc.com

ENGINEER OF RECORD: CLINT PLETZER, P.E. NO. 69221

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33+00.00

℄ CONST. ALIGNMENT_C

0 20 40 60 80 100020406080100

O F F

E L

O F F

E L

0.02

33+50.00

℄ CONST. ALIGNMENT_C

0 20 40 60 80 100020406080100

O F F

E L

O F F

E L

0.0

0.02

1" = 20' Horizontal

1" = 10' Vertical

SHEET

NO.

T:\2021\2021.0109.06 - OC Landfill Exit Traffic\CAD\Roadway\RDXSRD02.dwg

Johnson, Nick

5/2/2023 6:17:22 PM

ROADWAY CROSS SECTIONS -

ALIGNMENT C

80 100

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

ORLANDO, FLORIDA 32822-2779

PHONE:(407) 599-1122

FAX:(407) 599-1133

www.avconinc.com

ENGINEER OF RECORD: CLINT PLETZER, P.E. NO. 69221

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34+00.00

0 20 40 60 80 100020406080100

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E L

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E L

0.0

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34+50.00

℄ CONST. ALIGNMENT_C

0 20 40 60 80 100020406080100

O F F

E L

O F F

E L

0.0

0.02

1" = 20' Horizontal

1" = 10' Vertical

SHEET

NO.

T:\2021\2021.0109.06 - OC Landfill Exit Traffic\CAD\Roadway\RDXSRD02.dwg

Johnson, Nick

5/2/2023 6:17:27 PM

ROADWAY CROSS SECTIONS -

ALIGNMENT C

80 100

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

ORLANDO, FLORIDA 32822-2779

PHONE:(407) 599-1122

FAX:(407) 599-1133

www.avconinc.com

ENGINEER OF RECORD: CLINT PLETZER, P.E. NO. 69221

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35+00.00

0 20 40 60 80 100020406080100

O F F

E L

O F F

E L

0.0

0.02

35+50.00

℄ CONST. ALIGNMENT_C

0 20 40 60 80 100020406080100

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E L

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1" = 20' Horizontal

1" = 10' Vertical

SHEET

NO.

T:\2021\2021.0109.06 - OC Landfill Exit Traffic\CAD\Roadway\RDXSRD02.dwg

Johnson, Nick

5/2/2023 6:17:32 PM

ROADWAY CROSS SECTIONS -

ALIGNMENT C

80 100

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

ORLANDO, FLORIDA 32822-2779

PHONE:(407) 599-1122

FAX:(407) 599-1133

www.avconinc.com

ENGINEER OF RECORD: CLINT PLETZER, P.E. NO. 69221

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0 20 40 60 80 100020406080100

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36+50.00

℄ CONST. ALIGNMENT_C

0 20 40 60 80 100020406080100

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E L

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E L

0.0

0.02

1" = 20' Horizontal

1" = 10' Vertical

SHEET

NO.

T:\2021\2021.0109.06 - OC Landfill Exit Traffic\CAD\Roadway\RDXSRD02.dwg

Johnson, Nick

5/2/2023 6:17:37 PM

ROADWAY CROSS SECTIONS -

ALIGNMENT C

80 100

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

ORLANDO, FLORIDA 32822-2779

PHONE:(407) 599-1122

FAX:(407) 599-1133

www.avconinc.com

ENGINEER OF RECORD: CLINT PLETZER, P.E. NO. 69221

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0 20 40 60 80 100020406080100

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37+50.00

℄ CONST. ALIGNMENT_C

0 20 40 60 80 100020406080100

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1" = 20' Horizontal

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SHEET

NO.

T:\2021\2021.0109.06 - OC Landfill Exit Traffic\CAD\Roadway\RDXSRD02.dwg

Johnson, Nick

5/2/2023 6:17:42 PM

ROADWAY CROSS SECTIONS -

ALIGNMENT C

80 100

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

ORLANDO, FLORIDA 32822-2779

PHONE:(407) 599-1122

FAX:(407) 599-1133

www.avconinc.com

ENGINEER OF RECORD: CLINT PLETZER, P.E. NO. 69221

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Y O

U N

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R PIN

E RO

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

ORLANDO, FLORIDA 32822-2779

PHONE:(407) 599-1122

FAX:(407) 599-1133

www.avconinc.com

ENGINEER OF RECORD: CLINT PLETZER, P.E. NO. 69221

T H E

O F F I C I A L

R E C O R D

O F

T H I S

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T:\2021\2021.0109.06 - OC Landfill Exit Traffic\CAD\Roadway\TCPLRD01.dwg

TEMPORARY TRAFFIC

CONTROL PLAN

Feet

100200

LEGEND:

WORK ZONE

TRAVEL DIRECTION

CHANNELIZING DEVICE

TTCP NOTES:

1. CONTRACTOR TO MAINTAIN EXISTING SITE OPERATIONS DURING CONSTRUCTION.

2. CONTRACTOR TO PROVIDE A MINIMUM OF TWO EXIT LANES AND ONE ENTRANCE LANE ON POPE STREET AT ALL TIMES.

3. TRAFFIC SHALL BE MAINTAINED IN ACCORDANCE WITH FDOT STANDARD PLANS, 102-600 SERIES.

4. A SITE SPECIFIC TTC PLAN WITH PHASING OF CONSTRUCTION OPERATIONS SHALL BE SUBMITTED TO ORANGE COUNTY.

5. CONTRACTOR IS TO PROVIDE MOT AND FLAGGING PERSONNEL DURING CONSTRUCTION ACTIVITIES.

PHASE 2

PHASE 1

PHASING NOTES:

PHASE 1: CONSTRUCT NEW OUTBOUND SCALE.

CONSTRUCT NEW OPERATOR BOOTH.

PHASE 2: ROADWAY WIDENING ON POPE STREET.

CONSTRUCT FULL DEPTH SHOULDERS.

CONSTRUCT PORTION OF PROP. NB ROADWAY.

COORDINATE WITH DUKE ENERGY ON RELOCATION OF POWER POLE AND OVERHEAD LINES.

PHASE 3: SHIFT NB TRAFFIC TO NEWLY CONSTRUCTED SEGMENT IN PHASE 2.

ROADWAY WIDENING ON POPE STREET.

SPLIT PHASES INTO 3A AND 3B TO MAINTAIN ACCESS TO CITIZEN DROP-OFF AREA.

PHASE 3A

PHASE 3B

EXIST. NB

TEMP.

ROADWAY

COUNTY TRAFFIC ONLY

Y O

U N

E SU

R PIN

E RO

DROP-OFF AREA

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

ORLANDO, FLORIDA 32822-2779

PHONE:(407) 599-1122

FAX:(407) 599-1133

www.avconinc.com

ENGINEER OF RECORD: CLINT PLETZER, P.E. NO. 69221

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R E C O R D

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T H I S

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T:\2021\2021.0109.06 - OC Landfill Exit Traffic\CAD\Roadway\TCPLRD02.dwg

TEMPORARY TRAFFIC

CONTROL PLAN

Feet

100200

LEGEND:

WORK ZONE

TRAVEL DIRECTION

CHANNELIZING DEVICE

PHASE 5

PHASING NOTES:

PHASE 4: -CONSTRUCT PROP. NB ROADWAY

-INSTALL DRAINAGE STRUCTURES

PHASE 5: -CONSTRUCT LOOP ROAD

-INSTALL DRAINAGE STRUCTURES

-ROADWAY RECONSTRUCTION BEHIND DROP-OFF AREA

-NORTH SEGMENT TO BE CONSTRUCTED IN PHASES TO AVOID CONFLICTS

WITH ROLL-OFF CONTAINERS, CONTRACTOR TO COORDINATE WITH OC LANDFILL STAFF.

PHASE 4

STOP

ONLY

STOP

DO NOT

ENTER

R1-1

30"x30"

R1-1

30"x30"

R1-1

30"x30"

R1-1

30"x30"

R1-1

30"x30"

R1-1

30"x30"

R5-1

30"x30"

R3-5R

30"x36"

R3-1

24"x24"

R5-1

30"x30"

R5-1

30"x30"

R5-1

30"x30"

DO NOT

ENTER

R5-1

30"x30"

R3-5R

30"x36"

R5-1

30"x30"

R3-2

24"x24"

W4-4ALP

24"x12"

R5-1

30"x30"

R3-2

24"x24"

P C

S T A

+97

73' LT.

+81

32' RT.

+43

31' RT.

+81

145' RT.

+82

163' RT.

+90

30' RT.

+16

32' RT.

+24

29' RT.

+45

34' LT.

+97

41' LT.

R5-1

30"x30"

6" DOUBLE YELLOW WITH Y/Y RPMS @ 40' C/C

6" WHITE (TYP.)

6" YELLOW

6" DOUBLE YELLOW

18' YELLOW 45° (10' C/C)

WHITE DIRECTIONAL ARROW

24" WHITE

WHITE DIRECTIONAL ARROW

6" WHITE

+65

43' RT.

+73

33' RT.

+69

156' RT.

+81

368' RT.

+68

152' RT.

+78

160' RT.

+94

30' RT.

+10

31' RT.

+18

22' RT.

+40

35' LT.

+06

38' LT.

6" WHITE (TYP.)

+92

1' LT.

+90

18' RT.

6" WHITE

R1-1

30"x30"

R3-1

24"x24"

R5-1

30"x30"

+11

281' LT.

24" WHITE

18' WHITE 45° (10' C/C)

6" WHITE

R3-1

24"x24"

+06

32' LT.

18' WHITE 45° (10' C/C) (TYP.)

6" WHITE

24" WHITE

12.5'

12'

6" YELLOW

18" YELLOW

(TYP.)

I N

I O

R10-7

24"x30"

I N

I O

R10-7

24"x30"

+78

32' LT.

B L O

I N

T E

R S

E C

T I O

R10-7

24"x30"

+93

31' RT.

R3-2

24"x24"

L O

I N

T E

R S

E C

T I O

R10-7

24"x30"

WHITE PAVEMENT

MESSAGE (TYP.)

T:\2021\2021.0109.06 - OC Landfill Exit Traffic\CAD\Signing\PLANSP01.dwg

SIGNING AND PAVEMENT

MARKING PLAN

Feet

100200

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

ORLANDO, FLORIDA 32822-2779

PHONE:(407) 599-1122

FAX:(407) 599-1133

www.avconinc.com

ENGINEER OF RECORD: CLINT PLETZER, P.E. NO. 69221

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O F F I C I A L

R E C O R D

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T H I S

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T:\2021\2021.0109.06 - OC Landfill Exit Traffic\CAD\Electrical\E0.0.dwg Johnson, Nick 5/2/2023 6:18:32 PM

ELECTRICAL GENERAL NOTES &

SYMBOL LEGEND

E0.0

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

ORLANDO, FLORIDA 32822-2779

PHONE:(407) 599-1122

FAX:(407) 599-1133

www.avconinc.com

ENGINEER OF RECORD: LUCA DELVERME,P.E. NO.63055

T H E

O F F I C I A L

R E C O R D

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T H I S

S H E E T

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A N D

S E A L E D

U N D E R

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AutoCAD SHX Text EXISTING CONDITIONS GENERAL NOTES 1. VISIT AND CAREFULLY EXAMINE THOSE PORTIONS OF THE BUILDING AND SITE AFFECTED BY VISIT AND CAREFULLY EXAMINE THOSE PORTIONS OF THE BUILDING AND SITE AFFECTED BY THIS WORK BEFORE SUBMITTING PROPOSALS, SO AS TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND DIFFICULTIES THAT WILL AFFECT EXECUTION OF THE WORK. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT SUCH EXAMINATION HAS BEEN MADE AND LATER CLAIMS FOR LABOR, EQUIPMENT OR MATERIALS REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED WILL NOT BE RECOGNIZED. 2. ELECTRICAL CONTRACTOR SHALL TRACE BRANCH CIRCUITS TO IDENTIFY CIRCUITS SERVING ELECTRICAL CONTRACTOR SHALL TRACE BRANCH CIRCUITS TO IDENTIFY CIRCUITS SERVING AREA WITHIN SCOPE OF WORK. PROVIDE UPDATED TYPEWRITTEN PANEL SCHEDULES AT COMPLETION OF WORK. 3. REMOVE EXISTING POWER, LIGHTING, SYSTEMS, MATERIAL AND EQUIPMENT WHICH ARE MADE REMOVE EXISTING POWER, LIGHTING, SYSTEMS, MATERIAL AND EQUIPMENT WHICH ARE MADE OBSOLETE OR WHICH INTERFERE WITH THE CONSTRUCTION OF THE PROJECT. a. REINSTALL ANY SUCH POWER, LIGHTING, SYSTEMS, MATERIALS AND EQUIPMENT WHICH REINSTALL ANY SUCH POWER, LIGHTING, SYSTEMS, MATERIALS AND EQUIPMENT WHICH ARE REQUIRED TO REMAIN ACTIVE FOR THE FACILITY TO BE FULLY FUNCTIONAL. 4. EXISTING OUTLET BOXES AND CONDUIT WHICH ARE LOCATED PROPERLY FOR NEW WORK MAY EXISTING OUTLET BOXES AND CONDUIT WHICH ARE LOCATED PROPERLY FOR NEW WORK MAY BE REUSED FOR NEW DEVICES AND WIRE. 5. INSTALL A BLANK COVER PLATE WHERE REQUIRED. INSTALL A BLANK COVER PLATE WHERE REQUIRED. 6. WHERE NEW OPENINGS ARE CUT AND CONCEALED CONDUITS, ETC., ARE ENCOUNTERED, THEY WHERE NEW OPENINGS ARE CUT AND CONCEALED CONDUITS, ETC., ARE ENCOUNTERED, THEY SHALL BE REMOVED OR RELOCATED AS REQUIRED. WHERE CONDUIT TO BE REMOVED STUBS THROUGH FLOORS, WALLS, AND CEILINGS, SUCH CONDUIT SHALL BE REMOVED TO THE POINT WHERE THE FINISH SURFACES CAN BE PATCHED ADEQUATELY SO THAT NO EVIDENCE OF THE FORMER INSTALLATION REMAINS. 7. ALL REUSABLE DEVICES, FIXTURES AND EQUIPMENT SHALL BECOME THE PROPERTY OF THE ALL REUSABLE DEVICES, FIXTURES AND EQUIPMENT SHALL BECOME THE PROPERTY OF THE OWNER. ALL OTHER SALVAGE AND DEBRIS SHALL BE REMOVED FROM THE PREMISES DAILY. 8. THIS CONTRACTOR SHALL FURNISH AND PROVIDE ALL DEMOLITION REQUIRED TO ACCOMMODATE THIS CONTRACTOR SHALL FURNISH AND PROVIDE ALL DEMOLITION REQUIRED TO ACCOMMODATE THIS PROJECT WHETHER INDICATED ON DRAWINGS, OR DIRECTED IN THE FIELD. 9. LADDERS SHALL NOT BE PLACED DIRECTLY ON ROOF, ALL LADDERS SHALL BE PLACED ON LADDERS SHALL NOT BE PLACED DIRECTLY ON ROOF, ALL LADDERS SHALL BE PLACED ON 1/2" PLYWOOD AT ALL TIMES TO MAINTAIN THE INTEGRITY OF THE ROOFING SYSTEM. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL ROOF AND INTERIOR DAMAGES DUE TO ROOF LEAKS CAUSED BY DAMAGE TO ROOF DURING CONSTRUCTION.

AutoCAD SHX Text ELECTRICAL SPECIFICATIONS - DIVISION 26 SECTION 26000 - GENERAL PROVISIONS A. PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT FOR A COMPLETE AND PROPERLY OPERATING ELECTRICAL SYSTEM. PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT FOR A COMPLETE AND PROPERLY OPERATING ELECTRICAL SYSTEM. INCLUDE NECESSARY FEES AND PERMITS WITHIN BASE BID. B. CODES AND STANDARDS: ALL ELECTRICAL WORK SHALL BE IN STRICT COMPLIANCE WITH THE PROVISIONS OF THE 2017 CODES AND STANDARDS: ALL ELECTRICAL WORK SHALL BE IN STRICT COMPLIANCE WITH THE PROVISIONS OF THE 2017 NEC, LOCAL GOVERNMENT AUTHORITY. ALL MATERIALS SHALL BE NEW AND FREE FROM DEFECTS, AND SHALL BEAR THE UNDERWRITER'S LABEL. D. CONTRACTOR SHALL THOROUGHLY INVESTIGATE SITE BEFORE BIDDING. NO CHANGES WILL BE ALLOWED IN CONTRACT CONTRACTOR SHALL THOROUGHLY INVESTIGATE SITE BEFORE BIDDING. NO CHANGES WILL BE ALLOWED IN CONTRACT PRICE FOR WORK REQUIRED TO COMPLY WITH EXISTING CONDITIONS. E. ALL ELECTRICAL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER. ALL ELECTRICAL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER. F. PROVIDE PHENOLIC NAMEPLATES ON DISCONNECTS WITHIN SCOPE OF WORK, INDICATING DESIGNATION, VOLTAGE AND PROVIDE PHENOLIC NAMEPLATES ON DISCONNECTS WITHIN SCOPE OF WORK, INDICATING DESIGNATION, VOLTAGE AND WHERE UNIT IS FED FROM. SECURE NAMEPLATES WITH AT LEAST TWO SCREWS OR RIVETS. CEMENTING AND ADHESIVE INSTALLATION NOT ACCEPTABLE. G. CONTRACTOR SHALL SCHEDULE ALL DOWN-TIME WITH THE OWNER 1 WEEK PRIOR TO BEGINNING THE WORK. CONTRACTOR SHALL SCHEDULE ALL DOWN-TIME WITH THE OWNER 1 WEEK PRIOR TO BEGINNING THE WORK. PREMIUM/OVERTIME RATES MAY BE REQUIRED AND MUST BE INCLUDED IN BASE BID. H. CONTRACTOR SHALL THOROUGHLY REVIEW CONSTRUCTION DOCUMENTS. WHEN CONFLICTS ARISE WITHIN CONSTRUCTION CONTRACTOR SHALL THOROUGHLY REVIEW CONSTRUCTION DOCUMENTS. WHEN CONFLICTS ARISE WITHIN CONSTRUCTION DOCUMENTS, CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO SUBMITTING A BID. SUBMISSION OF A BID SHALL INDICATE THAT CONTRACTOR THOROUGHLY REVIEWED CONSTRUCTION DOCUMENTS. WHEN ENGINEER IS NOT AVAILABLE, OR TIME DOES NOT PERMIT, CONTRACTOR SHALL INCLUDE THE MOST STRINGENT (COSTLY) REQUIREMENTS WITHIN BASE BID. J. GUARANTEE ALL ELECTRICAL SYSTEM MATERIALS AND WORKMANSHIP TO BE FREE FROM DEFECTS FOR A PERIOD OF GUARANTEE ALL ELECTRICAL SYSTEM MATERIALS AND WORKMANSHIP TO BE FREE FROM DEFECTS FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE AND PROPERLY CORRECT LATENT DEFECTS ARISING WITHIN THIS PERIOD UPON NOTIFICATION BY THE OWNER'S REPRESENTATIVE WITHOUT ADDITIONAL COMPENSATION. I. EQUIPMENT AND DESIGN OF SYSTEMS INDICATED ON THE DESIGN DRAWINGS AND WITHIN THESE SPECIFICATIONS SHALL EQUIPMENT AND DESIGN OF SYSTEMS INDICATED ON THE DESIGN DRAWINGS AND WITHIN THESE SPECIFICATIONS SHALL BE CONSIDERED AS "SPECIFIED STANDARD" OF QUALITY. NO SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN APPROVAL OF THE ENGINEER AT LEAST 10 DAYS PRIOR TO BID DATE. J. ANY DEVIATION FROM SPECIFIED EQUIPMENT THAT AFFECT THE INSTALLATION, OPERATION, PERFORMANCE, QUALITY OR ANY DEVIATION FROM SPECIFIED EQUIPMENT THAT AFFECT THE INSTALLATION, OPERATION, PERFORMANCE, QUALITY OR LONGEVITY OF THE ELECTRICAL SYSTEMS AS DEFINED HEREIN, SHALL BE REPLACED BY THE ELECTRICAL CONTRACTOR WITH NO ADDITIONAL COST TO THE CLIENT.

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ELECTRICAL SYMBOLS

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NEW UNDER CANOPY LIGHT

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CONDUIT OVERHEAD IN CANOPY

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CONDUIT CONCEALED UNDERGROUND OR IN SLAB

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SURFACE RACEWAY, PROVIDE WIREMOLD 3000 SERIES UNLESS OTHERWISE NOTED.

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VERTICLE RACEWAY, PROVIDE WIREMOLD 3000 SERIES UNLESS OTHERWISE NOTED.

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CONDUIT TURNED UP IN WALL

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CONDUIT TURNED DOWN IN WALL

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AutoCAD SHX Text ELECTRICAL CONDUCTOR HOMERUN, CONDUCTORS ARE #12AWG CU WIRE UNLESS OTHERWISE NOTED. SEE PANEL SCHEDULES AND RISER DIAGRAM DETAILS. (CONDUCTOR SIZE, NUMBER OF CONDUCTORS, VOLTAGE DROP AND CONDUIT SIZE)

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CONDUIT AND WIRE

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ELECTRICAL CONDUCTOR ON EMERGENCY CIRCUIT

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AMPERE FUSE OR AMPERE FRAME

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CURRENT TRANSFORMERS

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AMPERE TRIP

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GROUND CONDUCTOR

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FUSIBLE DISCONNECT SWITCH

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ELECTRICAL METALLIC TUBING

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MOTOR CONTROL CENTER

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MAIN CIRCUIT BREAKER

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INTERMEDIATE METAL CONDUIT

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MCB

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MCC

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EMT

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FDS

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IMC

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GND

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AMPERE

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ABOVE FINISH FLOOR

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AFF

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ABBREVIATIONS

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VOLT

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MAIN LUGS ONLY

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POLE

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POLYVINYL CHLORIDE (CONDUIT)

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NATIONAL ELECTRICAL CODE

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NON-FUSIBLE DISCONNECT SWITCH

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RIGID GALVANIZED STEEL CONDUIT

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MLO

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NEC

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NFDS

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PVC

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RGS

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VARIABLE FREQUENCY DRIVE

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VFD

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AUTOMATIC TRANSFER SWITCH

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ATS

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WEATHER PROOF

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CIRCUIT BREAKER

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LIQUID TIGHT FLEXIBLE METAL CONDUIT

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LFMC

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KITCHEN VENTILATION

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CONTROL PANEL

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CTL. PNL

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PANEL

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PNL

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GROUND FAULT

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PURGE CONTROL TIME DELAY RELAY

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PCR

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TRANSIT VOLTAGE SUPPRESSION SYSTEM

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TVSS

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FIRE ALARM

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TIME DELAY RELAY

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TDR

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DEPARTMENT

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T:\2021\2021.0109.06 - OC Landfill Exit Traffic\CAD\Electrical\E1.0.dwg Johnson, Nick 5/2/2023 6:18:37 PM

POWER AND LIGHTING PLAN

E1.0

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

ORLANDO, FLORIDA 32822-2779

PHONE:(407) 599-1122

FAX:(407) 599-1133

www.avconinc.com

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ENGINEER OF RECORD: SEAN DAY,P.E. NO.80296

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