Y22-743_Drawings.pdf

PDF 17 MB Posted Feb 7, 2022

Attached to: University Boulevard at Rouse Road Intersection Improvement
Solicitation number: Y22-743
Issued by: Orange County, Orlando City, Florida

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Written by GovTribe AI · Jun 27, 2025

This document is a comprehensive set of construction plans prepared by Avcon, Inc. for Orange County, Florida, detailing the University Boulevard at Rouse Road Intersection Improvement project (CIP #2722). The project involves roadway improvements spanning approximately 0.5 miles, including bridge work, intersection modifications, and infrastructure upgrades. The plans cover multiple aspects of the project, including roadway design, typical sections, cross-sections, signalization, erosion control, maintenance of traffic, and structural details for a bridge crossing the Little Econlockhatchee River.

The project includes roadway widening, milling and resurfacing, installation of new left turn lanes, traffic separators, signalization, and bridge modifications. The design accommodates future traffic volumes with a design year of 2038 and includes provisions for utility relocations, drainage improvements, and pedestrian/traffic safety enhancements. The estimated construction cost is $2,370,891.00, with funding likely coming from Orange County's infrastructure budget. The plans show detailed specifications for pavement construction, including superpave asphaltic concrete, base course, and various lane configurations, with careful consideration given to existing infrastructure, traffic flow, and environmental considerations.

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5/26/2021 1:06:09 PM

T:\2017\2017.080.07 - University Blvd at Rouse Rd\CAD\Roadway\KEYSRD01.dwg

JOHNSON, NICK

CLINT PLETZER, P.E. NO. 69221

0 0.5

MILES

5/26/21

ENGINEER:DATE:

ROADWAY:

TOTAL LENGTH:

EXIST. BRIDGES:

AVCON, INC.

5555 MICHIGAN STREET, SUITE 200

ORLANDO, FLORIDA 32822-2779

PHONE:(407) 599-1122

FAX:(407) 599-1133

www.avconinc.com

ORANGE COUNTY, FLORIDA

CONSTRUCTION PLANS FOR

UNIVERSITY BLVD AT ROUSE ROAD

INTERSECTION IMPROVEMENTS

B.M. #1

FND. 2.5" BRASS DISC

STAMPED "C1035038"

N: 1550098 E: 583750

EL: 55.15

B.M. #2

FND. 2.5" BRASS DISC

STAMPED "C1035033"

N: 1550132 E: 584214

EL: 51.58

0.156

232 0.044

1054 0.200

PROJECT

LOCATION

SEE SURVEY CONTROL SHEET FOR

ADDITIONAL B.M. INFORMATION

INDEX OF SHEETS

SHEET SHEET TITLE

1 COVER SHEET

1A SIGNATURE SHEET

2 GENERAL NOTES

3 ROADWAY DETAILS

4 SUMMARY OF PAY ITEMS

5-8 TYPICAL SECTIONS

9 SUMMARY OF QUANTITIES

10 SURVEY CONTROL SHEET

11-12 ROADWAY PLAN AND PROFILE SHEETS

13 GEOTECHNICAL SURVEY

14-22 ROADWAY CROSS SECTIONS

23 EROSION CONTROL PLANS

24-25 MAINTENANCE OF TRAFFIC

TABULATION OF QUANTITIES

27-28 SIGNING & PAVEMENT MARKING PLANS

29-31 SIGNALIZATION PLANS

B1-B6 STRUCTURAL PLANS

BX1-BX10 EXISTING BRIDGE PLANS

BEGIN PROJECT

BEGIN CONST.

STA 10+82.88

£ CONST

END PROJECT

END CONST.

STA 21+36.44

£ CONST

CIP #2722

DISTRICT NO: 5

UTILITY OWNER TELEPHONE NUMBER

CENTURYLINK (407) 830-3421

CHARTER COMMUNICATIONS (407) 215-5864

COMCAST CABLE COMMUNICATIONS (352) 315-6614

CROWN CASTLE (724) 416-2180

DUKE ENERGY (407) 269-7943

ORANGE COUNTY UTILITIES (407) 254-9706

ORLANDO TELEPHONE COMPANY INC (407) 595-7329

TECO PEOPLES GAS (407) 420-6663

END BRIDGE

STA 16+68.48

£ CONST

BEGIN BRIDGE

STA 14+36.85

£ CONST

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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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CERTIFICATION TO PLANS

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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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FEET

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MILES

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SOURCE OF BENCHMARK DATUM

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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 STANDARD PLANS FOR ROAD AND BRIDGE CONSTRUCTION, DATED 2020-2021 AND STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, DATED JANUARY 2021, 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.

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UTILITY CONTACTS:

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AutoCAD SHX Text 5/26/21

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CJP

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NJJ

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CJP

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RVB

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COMMISSIONERS

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JOSEPH KUNKEL, P.E.

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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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VICTORIA SIPLIN

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JERRY L. DEMINGS, COUNTY MAYOR

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BOARD OF COUNTY

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NICOLE WILSON

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PUBLIC WORKS DIRECTOR

SIGNATURE SHEET

T:\2017\2017.080.07 - University Blvd at Rouse Rd\CAD\Roadway\SIGNRD01.dwg

STATE OF

No.

J. P

69221

STATE OF

No.

R e g i s t e r e d

L an d

S u r v e y o r

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

ACCORDANCE WITH RULE 61G15-23.003‚ F.A.C.

AVCON, INC.

-5555 E. MICHIGAN ST.

-SUITE 200

-ORLANDO, FLORIDA

-32822

PLAN INDEX

1 COVER SHEET

1A SIGNATURE SHEET

2 GENERAL NOTES

3 ROADWAY DETAILS

4 SUMMARY OF PAY ITEMS

5-8 TYPICAL SECTIONS

9 SUMMARY OF QUANTITIES

11-12 ROADWAY PLAN AND PROFILE SHEETS

13 GEOTECHNICAL SURVEY

14-22 ROADWAY CROSS SECTIONS

23 EROSION CONTROL PLANS

24-25 MAINTENANCE OF TRAFFIC

26 TABULATION OF QUANTITIES

27-28 SIGNING & PAVEMENT MARKING PLANS

29-31 SIGNALIZATION PLANS

WBQ DESIGN & ENGINEERING, INC.

-201 NORTH MAGNOLIA AVENUE

-SUITE 200

-ORLANDO, FLORIDA

-32801

PLAN INDEX

10 SURVEY CONTROL SHEET

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

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

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: CLINT PLETZER, P.E. NO. 69221

STATE OF

No.

63055

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

ACCORDANCE WITH RULE 61G15-23.003‚ F.A.C.

AVCON, INC.

-5555 E. MICHIGAN ST.

-SUITE 200

-ORLANDO, FLORIDA

-32822

PLAN INDEX

B1-B6 STRUCTURAL PLANS

UTILITY OWNER TELEPHONE NUMBER

STATE GEODETIC ADVISOR

3900 COMMONWEALTH BOULEVARD, SUITE 309,

TALLAHASSEE, FL

850-245-2606

COUNTY SURVEYOR

4200 S. JOHN YOUNG PARKWAY

ORLANDO, FL

407-836-7940

CENTURYLINK (407) 830-3421

CHARTER COMMUNICATIONS (407) 215-5864

COMCAST CABLE COMMUNICATIONS (352) 315-6614

CROWN CASTLE (724) 416-2180

DUKE ENERGY (407) 269-7943

ORANGE COUNTY UTILITIES (407) 254-9706

ORLANDO TELEPHONE COMPANY INC (407) 595-7329

TECO PEOPLES GAS (407) 420-6663

12. THE CONTRACTOR SHALL NOTIFY ALL GAS UTILITY COMPANIES A MINIMUM OF TWO WORKING DAYS PRIOR TO

EXCAVATION AS REQUIRED BY CHAPTER 77-153 OF THE FLORIDA STATUTES.

13. ALL (P.R.M.'s) IRONS AND MONUMENTS SHOWN ON PLANS, OR FOUND, SHALL BE PRESERVED. THOSE SHOWN IN

PROPOSED PAVEMENT SHALL BE PROTECTED WITH A CAST IRON VALVE BOX.

14. ALL EXCAVATIONS SHALL BE REQUIRED TO CONFORM TO THE PROVISION OF PART IV OF CHAPTER 553.60, F.S., ALSO KNOWN AS THE "TRENCH SAFETY ACT", TO PROTECT EXISTING PAVEMENT, STRUCTURES, FOUNDATIONS, AND CONSTRUCTION PERSONNEL DURING CONSTRUCTION OF THE PROJECT.

15. CONTRACTOR SHALL MAINTAIN UNINTERRUPTED ACCESS TO ALL DRIVEWAYS AND SIDE STREETS AT ALL

TIMES AND IS TO NOTIFY PROPERTY OWNERS IN WRITTEN NOTIFICATION FIVE DAYS PRIOR TO STARTING

CONSTRUCTION. COST INCLUDED UNDER PAY ITEM NO. 101-1, MOBILIZATION.

16. ANY U.S.C. AND G.S. MONUMENTS WITHIN THE LIMITS OF CONSTRUCTION SHALL BE PROTECTED. IF IN

DANGER OF DAMAGE, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER, ORANGE COUNTY SURVEY

SECTION 407-836-7940 AND BOTH SHALL NOTIFY:

17. PUBLIC LAND CORNERS WITHIN THE LIMITS OF CONSTRUCTION SHALL BE PROTECTED. IF A CORNER

MONUMENT IS IN DANGER OF BEING DESTROYED OR DISTURBED, THE CONTRACTOR SHALL NOTIFY THE

PROJECT ENGINEER AND THE COUNTY SURVEYOR, WITHOUT DELAY, BY TELEPHONE 407-836-7940. THE

CONTRACTOR SHALL PROVIDE WRITTEN FOLLOW UP CONFIRMATION WITHIN 48 HOURS OF TELEPHONE

NOTIFICATION.

18. PRIOR TO BEGINNING ANY CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT TO ORANGE COUNTY HIGHWAY

CONSTRUCTION DEPARTMENT A SET OF FIELD NOTES VERIFYING THE BENCHMARK ELEVATIONS AND THE

REFERENCE POINT TIES SHOWN ON THE TITLE SHEET AND PLAN AND PROFILE SHEETS, AND/OR A SET

OF FIELD NOTES FOR ALL ADDITIONAL BENCHMARK AND REFERENCE POINT TIES PROPOSED TO BE USED

IN CONSTRUCTING THE PROJECT WITH THEIR LOCATION, DESCRIPTION AND ELEVATION, BASED ON

ORANGE COUNTY DATUM. ALL SUBMITTALS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL LAND

SURVEYOR REGISTERED IN THE STATE OF FLORIDA.

19. THE CONTRACTOR SHALL RELOCATE EXISTING TRAFFIC SIGNS AS REQUIRED DURING CONSTRUCTION. THE

CONTRACTOR IS TO MAINTAIN AND KEEP STREET NAME IDENTIFICATION VISIBLE DURING CONSTRUCTION

OPERATIONS TO FACILITATE WAY FINDING FOR EMERGENCY VEHICLES. SIGNS WHICH ARE DAMAGED

DURING CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE COUNTY. THE

CONTRACTOR SHALL REMOVE AND STORE EXISTING TRAFFIC SIGNS THAT ARE NOT USED DURING

CONSTRUCTION. THE CONTRACTOR SHALL RE-INSTALL THE STORED SIGNS AS SHOWN ON THE SIGNING

PLANS OR AS DIRECTED BY THE ENGINEER. SIGNS NOT RE-INSTALLED SHALL BECOME THE PROPERTY OF

THE CONTRACTOR AND DISPOSED OF PROPERLY. COST OF REMOVAL AND STORAGE, RE-INSTALLATION, RELOCATION AND/OR DISPOSAL SHALL BE INCLUDED IN PAY ITEM 102-I, MAINTENANCE OF TRAFFIC.

20. ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION

EQUAL TO OR BETTER THAN THE EXISTING CONDITION. COST TO BE INCIDENTAL TO OTHER

CONSTRUCTION AND NO EXTRA COMPENSATION WILL BE ALLOWED

21. INLET PROTECTION WILL BE UTILIZED.

1. BEARINGS AND COORDINATES SHOWN HEREON ARE RELATIVE TO THE FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE

(0901), NORTH AMERICAN DATUM OF 1983/2011 ADJUSTMENT, BASED ON TIES TO EXISTING ORANGE COUNTY CONTROL MONUMENTS.

ELEVATIONS ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH AND CONFORM TO THE MOST STRINGENT REQUIREMENT OF THE PROJECT

SPECIFICATION, THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD PLANS FOR ROAD AND BRIDGE CONSTRUCTION, DATED

2020-2021 AND SUPPLEMENTS THERETO, AND STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, DATED JANUARY

2021, AS AMENDED BY CONTRACT DOCUMENTS.

3. SUBSURFACE INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FOR USE IN ESTABLISHING DESIGN CRITERIA FOR THE

PROJECT. THE ACCURACY OF THIS INFORMATION IS NOT GUARANTEED AND IS NOT TO BE CONSTRUED AS PART OF THE PLANS

GOVERNING CONSTRUCTION OF THE PROJECT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INQUIRE OF THE ENGINEER IF

ADDITIONAL INFORMATION IS AVAILABLE, TO MAKE ARRANGEMENTS TO REVIEW SAME PRIOR TO BIDDING, AND TO MAKE HIS OWN

DETERMINATION AS TO ALL SUBSURFACE CONDITIONS.

4. THE DISPOSAL OF EXCESS EARTHWORK MATERIALS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. APPROVALS OF DISPOSAL

SITES SHALL BE OBTAINED FROM ORANGE COUNTY PRIOR TO DISPOSAL. ALL EXCESS MATERIAL IS THE PROPERTY OF THE

CONTRACTOR.

5. ALL EXISTING TREES WITHIN THE LIMITS OF CONSTRUCTION TO BE REMOVED UNDER CLEARING AND GRUBBING UNLESS OTHERWISE

DIRECTED BY THE ENGINEER.

6. ALL DISTURBED AREAS TO BE SODDED AND SHALL MATCH EXISTING TYPE OF SOD, UNLESS OTHERWISE DIRECTED BY THE

ENGINEER. SOD SHALL BE PEGGED IF THE SLOPE IS 3:1 OR STEEPER.

7. INSTALL A 4" MUCK BLANKET OR TOPSOIL TREATMENT ON ALL PERMANENT GRASS AREAS. COST TO BE INCLUDED IN CONTRACT UNIT

PRICE FOR SOD.

8. ALL OFFSETS SHOWN ARE TO PROPOSED BASELINE OF CONSTRUCTION

9. THE CONTRACTOR SHALL PERFORM HIS WORK IN ACCORDANCE WITH REQUIREMENTS OF THE VARIOUS PERMITS INCLUDED IN THE BID

SPECIFICATIONS. PAYMENT IS INCLUDED IN THE BID PRICE FOR SECTION 104; "PREVENTION, CONTROL, AND ABATEMENT OF EROSION

AND WATER POLLUTION". ENVIRONMENTAL CONTROLS SHALL BE USED AS DESIGNATED IN THE STORMWATER POLLUTION & PREVENTION

PLAN AND/OR DESIGNATED BY THE ENGINEER.

10. THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF UNDERGROUND AND OTHER UTILITIES IS BASED

ON AVAILABLE RECORDS AND SURVEYS BUT IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR SHALL MAKE

HIS OWN DETERMINATION AS TO THE TYPE AND LOCATION OF UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE THERETO AND IS

RESPONSIBLE FOR COORDINATING UTILITY RELOCATION WITH PROJECT CONSTRUCTION. PRIOR TO ORDERING DRAINAGE STRUCTURES, THE CONTRACTOR SHALL DETERMINE IF DRAINAGE/UTILITY CONFLICTS EXIST. INFORMATION ON CONFLICTS IS TO BE SUBMITTED TO

THE ENGINEER AS SOON AS POSSIBLE AFTER DISCOVERY FOR RESOLUTION.

11. PRIOR TO COMMENCEMENT OF WORK CONTRACTOR SHALL CALL SUNSHINE ONE CALL 48 HOURS IN ADVANCE OF PERFORMING ANY

UTILITY ADJUSTMENTS OR RELOCATIONS. SUNSHINE ONE CALL PHONE NUMBER IS 811.

GENERAL NOTES

SHEET

NO.

T:\2017\2017.080.07 - University Blvd at Rouse Rd\CAD\Roadway\GNNTRD01.dwg

JOHNSON, NICK 5/10/2021 10:01:37 AM

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

0.1'

SECTION A-A

10' 5"

2.5" 2.5"

TRAFFIC SEPARATOR

ROADWAY IMPROVEMENTS

STA. 12+19.43 TO STA. 19+63.44

N.T.S.

10"

REINFORCING BARS NOT SHOWN FOR CLARITY, REFER TO FDOT

STANDARD PLANS 520-020 FOR ADDITIONAL NOTES AND DETAILS

ROADWAY DETAILS

SHEET

NO.

T:\2017\2017.080.07 - University Blvd at Rouse Rd\CAD\Roadway\SPDTRD01.dwg

JOHNSON, NICK 4/30/2021 4:54:01 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

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

PAY ITEM NOTES:

ITEM 102-1, MAINTENANCE OF TRAFFIC, INCLUDES THE COST OF ALL DEVICES, PERSONNEL, EQUIPMENT, LABOR, MATERIALS, TEMPORARY

PAVEMENT MARKINGS AND OTHER INCIDENTALS REQUIRED TO COMPLY WITH THE TRAFFIC CONTROL PLANS PROVIDED AND APPROPRIATE

FDOT STANDARD PLANS. INCLUDES THE COST OF TRAFFIC CONTROL OFFICERS.

ITEM 110-1-1, CLEARING & GRUBBING, INCLUDES REMOVAL AND DISPOSAL OF EXISTING BRIDGE STRUCTURE INCLUDING TRAFFIC

SEPARATOR, CONCRETE PIER CAP CURB AND TREATMENT OF EXPOSED REINFORCING BARS AS NOTED IN STRUCTURE PLANS. INCLUDES

THE REMOVAL OF TREES, REMOVAL OF CONFLICTING IRRIGATION/SPRINKLER SYSTEM, AND THE REMOVAL AND REPLACEMENT OF

BENCHMARKS.

ITEM 460-2, BRIDGE SYSTEM, INCLUDES ALL WORK AS SHOWN ON STRUCTURAL PLANS, SHEETS B-1 TO B-6.

ITEM 570-1-2, PERFORMANCE TURF (SOD), INCLUDES THE COST OF 4" MUCK BLANKET OR TOPSOIL TREATMENT ON ALL PERMANENT GRASS

AREAS.

ITEM 603-1, SIGNALIZATION PAY ITEM INCLUDES ALL WORK SHOWN IN SIGNALIZATION PLANS.

(ITEMS BEGINNING IN 711) THERMOPLASTIC PAVEMENT MARKINGS SHALL NOT BE INSTALLED UNTIL THE FINAL ASPHALT SURFACE HAS

CURED FOR 30 DAYS. PAINTED PAVEMENT MARKINGS SHALL BE INSTALLED DURING THE CURE PERIOD. COST OF PAINTED PAVEMENT

MARKINGS INCLUDED IN LUMP SUM PAY ITEM 710-90.

Pay Item

101-1

102-1

104-14

110-1-1

120-9

285-715

327-70-12

334-1-13

334-2-25

337-7

460-2

520-1-7

520-5-11

520-5-11-A

570-1-2

603-1

700-20

705-10-1

706-3

710-11-290

710-90

711-11-111

711-11-124

711-11-125

711-11-141

711-11-211

711-11-224

711-14-123

711-14-125

711-14-170

711-16-131

900-1

900-2

Description

MOBILIZATION

MAINTENANCE OF TRAFFIC

PREVENTION, CONTROL & ABATEMENT OF EROSION & WATER POLLUTION

CLEARING & GRUBBING

EMBANKMENT, EXCAVATION & GRADING

ASPHALT BASE COURSE (TYPE B-12.5) (9")

MILLING EXISTING ASPHALT PAVEMENT (1 1/2" AVG. DEPTH)

SUPERPAVE ASPH CONC, TRAFFIC C OVERBUILD

SUPERPAVE ASPH CONC, TRAFFIC C, (SP-12.5) (3")

ASPHALTIC CONC. FRICTION COURSE TRAFFIC C, (FC-12.5) (INCL. TACK COAT) (1 1/2")

BRIDGE SYSTEM

CONCRETE CURB & GUTTER, TYPE E

TRAFFIC SEPARATOR CONCRETE-TYPE I, 4' WIDE

TRAFFIC SEPARATOR CONCRETE-TYPE I, OPTION II, 4' WIDE

PERFORMANCE TURF (MATCH EXIST.)

SIGNALIZATION AT UNIVERSITY BLVD.

SINGLE POST SIGN

OBJECT MARKER, TYPE 1

RETRO-REFLECTIVE/RAISED PAVEMENT MARKERS

PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, ISLAND NOSE

PAINTED PAVEMENT MARKINGS, FINAL SURFACE

THERMOPLASTIC, STANDARD, WHITE, SOLID, 6"

THERMOPLASTIC, STANDARD, WHITE, SOLID, 18"

THERMOPLASTIC, STANDARD, WHITE, SOLID, 24"

THERMOPLASTIC, STANDARD, WHITE, 6-10/2-4 SKIP, 6"

THERMOPLASTIC, STANDARD, YELLOW, SOLID, 6"

THERMOPLASTIC, STANDARD, YELLOW, SOLID, 18"

THERMOPLASTIC, PREFORMED, WHITE, SOLID, 12"

THERMOPLASTIC, PREFORMED, WHITE, SOLID, 24"

THERMOPLASTIC, PREFORMED, WHITE, ARROW

THERMOPLASTIC, OTHER SURFACES, WHITE, SKIP, 6",10-30 SKIP

AS-BUILT PLANS

INDEMNIFICATION

Unit

Quantity

11,310

12,267

4,281

1,604

1,014

4,502

SUMMARY OF PAY ITEMS

SHEET

NO.

T:\2017\2017.080.07 - University Blvd at Rouse Rd\CAD\Roadway\SUMQRD01.dwg

JOHNSON, NICK 5/26/2021 1:06:43 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

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

0.02

TYPICAL SECTION

ROADWAY IMPROVEMENTS

STA. 11+65.00 TO STA. 12+65.00

N.T.S.

MILLING AND RESURFACING

SHOULDER,

VARIES

11' 11' 11'

NEW LEFT

TURN LANE 11'

11' 11' 11'

STANDARD CLEARING

& GRUBBING

VARIES

2'-20'

3' SHOULDER

R/W VARIES

ASPHALTIC

CONCRETE

FRICTION

COURSE

(TRAFFIC C)

(FC-12.5) (1.5")

SUPERPAVE

ASPHALTIC

CONCRETE (SP 12.5)

(TRAFFIC LEVEL C)

(INCLUDING TACK

COAT) (3")

OF CONSTRUCTION

EXIST. TRAVEL LANES

PAVEMENT MARKINGS TO BE ADJUSTED

EXIST. TYPE F CURB & GUTTER

TO REMAIN

EXIST. TYPE F CURB & GUTTER

TO REMAIN

EXIST. TYPE E CURB & GUTTER

TO REMAIN

REMOVE EXIST. TYPE E CURB & GUTTER

CONST. TYPE E CURB & GUTTER

LEGEND

SAW CUT

ROADWAY WIDENING

ASPHALTIC CONCRETE FRICTION COURSE (TRAFFIC C) (FC-12.5) (1.5")

SUPERPAVE ASPHALTIC CONCRETE (SP 12.5) (TRAFFIC LEVEL C) (INCLUDING TACK COAT) (3")

ASPHALT BASE COURSE (TYPE B-12.5) (9")

MILLING & RESURFACING

MILL 1.5" AND RESURFACE WITH ASPHALTIC CONCRETE

FRICTION COURSE (TRAFFIC C) (FC-12.5) (1.5")

TRAFFIC DATA

CURRENT YEAR - 2018 35,538

ESTIMATED OPENING YEAR - 2019 36,604

ESTIMATED DESIGN YEAR - 2038 64,186

DESIGN SPEED 45 MPH

MILLING AND RESURFACING

0'-8.6'

36'-44.6'

SHOULDER,

VARIES

0'-6'

36'-44.7'

WIDENING

VARIES

0'-16'

0.02

0.03

MILLING

CONTROL

POINT

MILLING

CONTROL

POINT

SOD

VARIES

3'-11'

ASPHALT BASE COURSE

(TYPE B-12.5) (9")

PGL1

TYPICAL SECTION

SHEET

NO.

T:\2017\2017.080.07 - University Blvd at Rouse Rd\CAD\Roadway\TYPSRD01.dwg

JOHNSON, NICK 4/30/2021 4:56:36 PM

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

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

0.02

TYPICAL SECTION

ROADWAY IMPROVEMENTS

STA. 12+65.00 TO STA. 14+16.85

N.T.S.

MILLING AND RESURFACING

SHOULDER

VARIES

3.5'-7'

11' 11' 11'

NEW LEFT

TURN LANE

11'

11' 11' 11'

STANDARD CLEANING

& GRUBBING

NEW LEFT

TURN LANE

10'

SHOULDER

R/W VARIES

MILLING AND RESURFACING

OF CONSTRUCTION

EXIST. CONC. BARRIER

TO REMAIN

CONST. 4' TYPE I, OPTION I

TRAFFIC SEPARATOR

REMOVE EXIST. TRAFFIC SEPARATOR

EXIST. CONC. BARRIER

TO REMAIN

SAW CUT

20'

36.5'-40'

45'

16'

WIDENING

MILLING

CONTROL

POINT

MILLING

CONTROL

POINT

0.03

.0 2 0.02

TRAFFIC DATA

CURRENT YEAR - 2018 35,538

ESTIMATED OPENING YEAR - 2019 36,604

ESTIMATED DESIGN YEAR - 2038 64,186

DESIGN SPEED 45 MPH

MILLING & RESURFACING

MILL 1.5" AND RESURFACE WITH ASPHALTIC CONCRETE FRICTION COURSE (TRAFFIC C) (FC-12.5) (1.5")

ROADWAY WIDENING

ASPHALTIC CONCRETE FRICTION COURSE (TRAFFIC C) (FC-12.5) (1.5")

SUPERPAVE ASPHALTIC CONCRETE (SP 12.5) (TRAFFIC LEVEL C) (INCLUDING TACK COAT) (3")

ASPHALT BASE COURSE (TYPE B-12.5) (9")

OVERBUILD

TYPE SP OVERBUILD (TRAFFIC LEVEL C)

THICKNESS VARIES (0"-3") (SEE CROSS SECTIONS)

ASPHALTIC

CONCRETE

FRICTION

COURSE

(TRAFFIC C)

(FC-12.5) (1.5")

SUPERPAVE

ASPHALTIC

CONCRETE (SP 12.5)

(TRAFFIC LEVEL C)

(INCLUDING TACK

COAT) (3")

ASPHALT BASE COURSE

(TYPE B-12.5) (9")

LEGEND

1.5"

ASPHALTIC CONCRETE

FRICTION COURSE (TRAFFIC C)

(FC-12.5) (1.5")

EXIST. GROUND

TYPE SP OVERBUILD

THICKNESS VARIES (0"-3")*

0.02

OVERBUILD DETAIL

PGL2

*TYPICAL TO ALL LANES.

SEE CROSS SECTIONS.

SHEET

NO.

T:\2017\2017.080.07 - University Blvd at Rouse Rd\CAD\Roadway\TYPSRD01.dwg

JOHNSON, NICK 4/30/2021 4:56:39 PM

TYPICAL SECTION

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

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

0.02

TYPICAL SECTION

ROADWAY IMPROVEMENTS

STA. 14+16.85 TO STA. 16+88.35

N.T.S.

MILLING AND RESURFACING

SHOULDER

7.7'

11' 11' 11' 11' 11' 11' 11'

STANDARD CLEANING

& GRUBBING

NEW LEFT

TURN LANE

10'

SHOULDER

ASPHALTIC

CONCRETE

FRICTION

COURSE

(TRAFFIC C)

(FC-12.5) (1.5")

STRUCTURAL INFILL

(SEE STRUCTURE PLANS)

TRAFFIC DATA

CURRENT YEAR - 2018 35,538

ESTIMATED OPENING YEAR - 2019 36,604

ESTIMATED DESIGN YEAR - 2038 64,186

DESIGN SPEED 45 MPH

R/W VARIES

MILLING & RESURFACING

MILL 1.5" AND RESURFACE WITH ASPHALTIC CONCRETE

FRICTION COURSE (TRAFFIC C) (FC-12.5) (1.5")

ROADWAY WIDENING

ASPHALTIC CONCRETE FRICTION COURSE (TRAFFIC C) (FC-12.5) (1.5")

STRUCTURAL INFILL (SEE STRUCTURE PLANS)

MILLING AND RESURFACING

OF CONSTRUCTION

EXIST. CONC. BARRIER

TO REMAIN

CONST. 4' TYPE I (OPTION II)

TRAFFIC SEPARATOR

REMOVE EXIST. TRAFFIC SEPARATOR

EXIST. CONC. BARRIER

TO REMAIN

LEGEND

SAW CUT

18'

40.7'

46'

WIDENING

MILLING

CONTROL

POINT

MILLING

CONTROL

POINT

0.03

.0 2 0.02

OVERBUILD

TYPE SP OVERBUILD (TRAFFIC LEVEL C)

THICKNESS VARIES (0"-3") (SEE CROSS SECTIONS)

1.5"

ASPHALTIC CONCRETE

FRICTION COURSE (TRAFFIC C)

(FC-12.5) (1.5")

EXIST. GROUND

TYPE SP OVERBUILD

THICKNESS VARIES (0"-3")*

OVERBUILD DETAIL

PGL2

*TYPICAL TO ALL LANES.

SEE CROSS SECTIONS.

EXIST. APPROACH SLAB TO REMAIN

EXIST. 1/2" EXPANSION

JOINT TO REMAIN

DEMO EXIST.

TRAFFIC SEPARATOR

CONST. 4' TYPE I

(OPTION II)

TRAFFIC SEPARATOR

APPROACH SLAB DETAIL

STA. 14+16.85 TO 14+36.85

STA. 16+68.48 TO 16+88.35

N.T.S.

SHEET

NO.

T:\2017\2017.080.07 - University Blvd at Rouse Rd\CAD\Roadway\TYPSRD01.dwg

JOHNSON, NICK 4/30/2021 4:56:46 PM

TYPICAL SECTION

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

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

MILLING AND RESURFACING

SHOULDER

VARIES

11' 11' 11' 11' 11' 11' 11'

STANDARD

CLEARING &

GRUBBING

NEW LEFT

TURN LANE

10'

MILLING AND RESURFACING

TYPICAL SECTION

ROADWAY IMPROVEMENTS

STA. 16+88.35 TO STA. 19+63.44

N.T.S.

ROADWAY WIDENING

ASPHALTIC CONCRETE FRICTION COURSE (TRAFFIC C) (FC-12.5) (1.5")

SUPERPAVE ASPHALTIC CONCRETE (SP 12.5) (TRAFFIC LEVEL C) (INCLUDING TACK COAT) (3")

ASPHALT BASE COURSE (TYPE B-12.5) (9")

MILLING & RESURFACING

MILL 1.5" AND RESURFACE WITH ASPHALTIC CONCRETE

FRICTION COURSE (TRAFFIC C) (FC-12.5) (1.5")

TRAFFIC DATA

CURRENT YEAR - 2018 35,538

ESTIMATED OPENING YEAR - 2019 36,604

ESTIMATED DESIGN YEAR - 2038 64,186

DESIGN SPEED 45 MPH

ASPHALTIC

CONCRETE

FRICTION

COURSE

(TRAFFIC C)

(FC-12.5) (1.5")

SUPERPAVE

ASPHALTIC

CONCRETE (SP 12.5)

(TRAFFIC LEVEL C)

(INCLUDING TACK

COAT) (3")

OF CONSTRUCTION

EXIST. TYPE F CURB & GUTTER

TO REMAIN

CONST. 4' TYPE I OPTION I

TRAFFIC SEPARATOR

REMOVE EXIST. TRAFFIC SEPARATOR

EXIST. TYPE F CURB & GUTTER

TO REMAIN

LEGEND

9' - 19'

45' - 60'

7' - 10.6'

40' - 45'

WIDENING

R/W VARIES

MILLING

CONTROL

POINT

MILLING

CONTROL

POINT

0.03

0.035

02 0.03

0.02

OVERBUILD

TYPE SP OVERBUILD (TRAFFIC LEVEL C)

THICKNESS VARIES (0"-3") (SEE CROSS SECTIONS)

ASPHALT BASE COURSE

(TYPE B-12.5) (9")

1.5"

ASPHALTIC CONCRETE

FRICTION COURSE (TRAFFIC C)

(FC-12.5) (1.5")

EXIST. GROUND

TYPE SP OVERBUILD

THICKNESS VARIES (0"-3")*

OVERBUILD DETAIL

PGL2

*TYPICAL TO ALL LANES.

SEE CROSS SECTIONS.

TYPICAL SECTION

SHEET

NO.

T:\2017\2017.080.07 - University Blvd at Rouse Rd\CAD\Roadway\TYPSRD01.dwg

JOHNSON, NICK 4/30/2021 4:56:53 PM

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

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

SUMMARY OF PERFORMANCE TURF

LOCATION

SIDE

PERFORMANCE

TURF (SOD)

DESIGN

NOTES

CONSTRUCTION

REMARKS

0570 1 2

STA. TO STA.

P F

11+65.00 to 12+19.43 RT 382.0

SUMMARY OF CURB & GUTTER AND/OR TRAFFIC SEPARATORS

PAY ITEM

NO.

PAY ITEM DESCRIPTION

LOCATION

SIDE UNIT

QUANTITY

TOTAL

DESIGN

NOTES

CONSTRUCTION

REMARKS

STA. TO STA.

NET LENGTH

P F P F

0520 1 7

CONCRETE CURB & GUTTER, TYPE E

11+65.00 to 12+20.05 RT LF 56.8 57

0520 5 11

TRAFFIC SEPARATOR CONCRETE - TYPE I, 4' WIDE

12+19.43 to 14+16.85

LT/RT

LF 197.7 473

16+88.35 to 19+63.45 LT 275.1

0520 5 11 A

TRAFFIC SEPARATOR CONCRETE - TYPE I, OPTION II, 4' WIDE

14+16.85 to 16+88.35 LT LF 271.4 271

SUMMARY OF EROSION AND SEDIMENT CONTROL DEVICES

LOCATION

SIDE

INLET

PROTECTION

SYSTEM

DESIGN

NOTES

CONSTRUCTION

REMARKS

STA. TO STA.

P F

10+82.88 to 19+49.93

LT/RT

8.0

SUMMARY OF EARTHWORK

PAY ITEM

NO.

PAY ITEM DESCRIPTION

QUANTITY

DESIGN

NOTES

CONSTRUCTION

REMARKS

C.Y.

P F

120-9 REGULAR EXCAVATION 246.0

120-9 EMBANKMENT 2.0

SUMMARY OF PAVEMENT

PAY ITEM

NO.

PAY ITEM DESCRIPTION

LOCATION

SIDE UNIT

QUANTITY

TOTAL

DESIGN

NOTES

CONSTRUCTION

REMARKS

STA. TO STA. DESCRIPTION P F P F

285-715 ASPHALT BASE COURSE (TYPE B-12.5) (9") 11+64.42 to 14+16.85 LT SY 366.91 551

16+88.35 to 19+63.44 LT 184.41

327-70-12 MILLING EXISTING ASPHALT PAVEMENT (1 1/2" AVG. DEPTH) 11+65.00 to 21+36.44

LT/RT

SY 11309.80

11,310

334-1-13 SUPERPAVE ASPH CONC, TRAFFIC C OVERBUILD 11+65.00 to 19+63.44

LT/RT TN 177.00 177

334-2-25 SUPERPAVE ASPH CONC, TRAFFIC C, (SP-12.5) (3") 11+65.01 to 14+16.85 LT SY 353.05 535

16+88.35 to 19+63.44 LT 182.07

337-7 ASPHALTIC CONC. FRICTION COURSE TRAFFIC C, (FC-12.5) (INCL. TACK COAT) (1 1/2") 11+65.00 to 21+36.44

LT/RT

SY 11309.80

12,267

11+65.00 to 19+63.38 LT 957.43

SUMMARY OF QUANTITIES

SHEET

NO.

T:\2017\2017.080.07 - University Blvd at Rouse Rd\CAD\Roadway\SUMQRD02.dwg

JOHNSON, NICK 5/26/2021 1:13:23 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

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

STATION NORTHING EASTINGOFFSET ELEV. DESCRIPTIONPOINT NO.

HORIZONTAL AND VERTICAL CONTROL

Feet

100200

GENERAL NOTES

LEGEND

END PROJECT

STA. 21+36.44

N: 1550056.3374 E: 584199.3523

BEGIN PROJECT

STA. 10+82.88

N: 1550049.2204 E: 583145.8323

4. ALL HORIZONTAL AND VERTICAL INFORMATION IS U.S.

SURVEY FEET.

5. THE ALIGNMENT WAS PROVIDED BY THE ENGINEER OF

RECORD AND OFFSET VALUES ARE REFERENCED TO IT.

6. THE £ CONSTRUCTION WAS NOT PHYSICALLY STAKED

IN THE FIELD.

7. ALL DISTANCES, ANGLES, BEARINGS, STATIONS, AND

OFFSETS ARE CALCULATED, UNLESS OTHERWISE

INDICATED.

8. ATTENTION IS DIRECTED TO THE FACT THIS MAP MAY

HAVE BEEN ALTERED IN SIZE BY REPRODUCTION. THIS

MUST BE CONSIDERED WHEN OBTAINING SCALED DATA.

PSM = PROFESSIONAL SURVEYOR AND MAPPER

PNC = PROJECT NETWORK CONTROL

R/W = RIGHT OF WAY

RT. = RIGHT

TRAV = TRAVERSE

STA. = STATION

WBQ = WBQ DESIGN & ENGINEERING, INC.

FND. = FOUND

1. THIS PROJECT NETWORK CONTROL IS ESTABLISHED TO

FACILITATE THE HORIZONTAL AND VERTICAL CONTROL

FOR A DTM (3D) SURVEY, DESIGN AND CONSTRUCTION

FOR UNIVERSITY BLVD. AT ROUSE RD. EASTBOUND

LEFT TURN LANE IMPROVEMENT.

2. BEARINGS, DISTANCES AND COORDINATES SHOWN

HEREON ARE REFERENCED TO THE FLORIDA STATE

PLANE COORDINATE SYSTEM, EAST ZONE (0901),

NORTH AMERICAN DATUM OF 1983, 2011 ADJUSTMENT,

BASED ON REDUNDANT REAL TIME KINEMATIC (RTK)

GPS OBSERVATIONS UTILIZING THE "FLORIDA

PERMANENT REFERENCE NETWORK" (FPRN).

3. VERTICAL VALUES FOR PNC1 THROUGH PNC5 CONTROL

POINTS WERE ESTABLISHED FROM CLOSED LEVEL

LOOPS TIED TO ORANGE COUNTY PUBLIC WORKS

DEPARTMENT BENCHMARK. ALL ELEVATIONS ARE

RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM

OF 1988 (NAVD88). CONTROL POINTS USED:

"C1035038" AND "C1035033" AS DESIGNATED BY

ORANGE COUNTY PUBLIC WORKS DEPARTMENT.

PNC1

PNC2

PNC3

PNC4

PNC5

C1035038

C1035033

C1035038

C1035033

51.708

51.716

53.909

51.676

51.961

55.154

51.577

55.154

51.577

SET 5/8" IRC "WBQ TRAV"

FND. 2.5" BRASS DISC STAMPED "C1035038"

FND. 2.5" BRASS DISC STAMPED "C1035033"

FND. 2.5" BRASS DISC STAMPED "C1035038"

FND. 2.5" BRASS DISC STAMPED "C1035033"

10+20.80

10+22.49

14+12.34

19+55.68

19+46.38

17+05.02

OFF-CHAIN

16+87.48

21+51.75

44.14' LT.

61.29' RT.

7.70' LT.

68.86' RT.

51.80' LT.

108.43' LT.

OFF-CHAIN

45.58' LT.

75.53' LT.

1550092.6942

1549987.2863

1550042.2295

1549985.8979

1550106.4765

1550161 (P)

1550167 (P)

1550098

1550132

583083.2806

583086.1082

583475.3516

584019.1985

584008.8464

583767 (P)

584281 (P)

583750

584214

= SET 5/8" IRON ROD & CAP

= FND. BRASS DISC

£ = BASELINE

CTL = CONTROL

ELEV. = ELEVATION

IRC = IRON ROD & CAP

LT. = LEFT

NAD = NORTH AMERICAN DATUM

N/D = NAIL & DISC

PNC2

C1035038

PNC1

PNC3

PNC5

PNC4

C1035033

CONSTRUCTION

N 89°30'00" E

N 89°28'50" ES 89°38'29" EN 89°22'59" E

UNIVERSITY BOULEVARD

R O U

R O A D

10 11 12 13 14 15 16 17 18 19 20 21 21 B eg

P I S

E nd

(P) = PUBLISHED COORDINATES

SURVEY CONTROL SHEET

SHEET

NO.

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

WBQ DESIGN & ENGINEERING, INC.

LICENSE NUMBER: LB 7963

201 NORTH MAGNOLIA AVENUE

SUITE 200

ORLANDO, FLORIDA 32801

407-839-4300

HERMAN DANIEL WILLIAMS, III, P.S.M. 6227

Q:\17AVC.OC-TWO#\2017-06-30 University at Rouse Left Turn Lane\DWG\CTLSRD01.dwgRichard Rebello

7/23/18 REVISED SHEET NAME

4/05/19 REVISED PER UPDATED ALIGNMENT

5/20/19 REVISED PRECISION ON COORDINATES

E O

F F

R E C

D O

F T

S H E E T

H E E

E S

N E D A

N D S

E D U

N D E R R

J-

F .A .C

SAN

WATER

SAN

WATER

SAN

S T S

STS

S T S

CURB INLET

TOP ELEV.=51.92

N. 6" RCP INV. ELEV.=47.17

S.15" RCP INV. ELEV.=47.26

CURB INLET

TOP ELEV.=51.76

N.15" RCP INV. ELEV.=46.77

E.42" UNKNOWN INV. ELEV.=40.96

W.42" UNKNOWN INV. ELEV.=41.01

SANITARY MANHOLE

TOP ELEV.=52.16

UNABLE TO ACCESS;

LIES IN TRAVEL LANE

SANITARY MANHOLE

TOP ELEV.=52.90

UNABLE TO ACCESS;

LIES IN TRAVEL LANE

CURB INLET

TOP ELEV.=52.74

S.15" RCP INV. ELEV.=47.87

CURB INLET

TOP ELEV.=52.63

N.15" RCP INV. ELEV.=47.14

S.(SIZE UNKNOWN) RCP INV. ELEV.=39.68

W.42" UNKNOWN INV. ELEV.=39.66

BOTTOM ELEV.=39.98

WATER ELEV.=43.28

SANITARY MANHOLE

TOP ELEV.=53.32

UNABLE TO ACCESS;

LIES IN TRAVEL LANE

SET 5/8" IRON ROD AND CAP STAMPED "WBQ TRAVERSE"

51.71

SET 5/8" IRON ROD AND CAP STAMPED "WBQ TRAVERSE"

51.72

SET 5/8" IRON ROD AND CAP STAMPED "WBQ TRAVERSE"

53.91

50.94

51.00

51.03

51.56

51.83

51.34

51.27

51.20

51.72 51.73

51.78

51.79

51.78

51.80

51.79

51.76

51.74

51.7451.70

51.17 50.83

51.01

51.31

51.76

51.82

51.34

51.42

51.97

52.28

51.44

51.39

51.57

51.69

51.73

51.77

51.73

51.69

51.65

51.49

51.51

51.77

51.72

52.15

51.76

51.68

51.80

51.95

52.06

51.88

51.79

51.83

51.80

51.90

51.93

51.89

52.30

52.35

51.89

51.99

52.09

52.57

52.82

52.49

52.02

52.12

52.51

52.97

53.13

52.18

51.98

52.57

52.60

52.61

52.63

52.64

52.56

52.52

52.58

52.61

52.63

51.66

51.99

52.33 52.42

52.42

52.01

52.05

52.01

52.19

51.76

52.05

52.00

52.02

52.00

52.19

8" OAK

52.62

8" OAK

52.56

8" OAK

52.98

8" OAK

52.77

52.49

52.53

52.51

52.90

52.52

52.50

52.89

52.52

52.54

52.50

10" OAK

53.27

10" OAK

53.55

8" OAK

53.66

8" OAK

53.52

6" OAK

53.58

52.95

53.02

52.99

53.37

53.17

53.13

53.38

52.98

53.47

53.48

53.40

53.80

54.23

53.46

52.24

51.82

51.54

51.73

51.05

51.08

50.94

51.16

51.92

51.32

51.07

51.77

51.41

50.95

51.12

51.89

51.93

51.98

51.95

51.91

51.87

51.8351.77

51.50

51.87

51.51

51.87

52.18

52.16

51.99

51.42

51.71

51.81

51.88

51.96

51.80

51.69

51.63

52.16

52.00

51.93

51.99

51.98

51.85

51.92

51.88

51.91

51.95

52.04

52.52

52.74

52.06

52.32

52.30

51.97

52.01

51.90

51.88

52.04

52.52

52.21

52.64

52.74

52.26

52.21

52.22

52.27

52.23

51.84

51.81 51.87

52.63

52.83

52.82

52.85

52.86

52.81

52.72

52.59

52.6052.67

52.65

52.79

52.84

52.90

52.85

52.80

53.06

53.29

53.50

53.75

53.56

53.30

53.00

52.96

SHRUB

53.31

SHRUB

53.99

54.02

54.34

53.56

53.52

53.97

53.53

53.35

53.17

53.57

53.55

53.93

54.02

53.60

53.74

53.78

54.32

CONCRETE SPOT SHOT

54.38

54.29

53.72

53.64

53.86

54.00

54.35

CONCRETE SPOT SHOT

54.54

54.39

53.95

53.91

52.55

52.64

52.89

52.71

52.86

52.81

52.99

53.22

53.03

53.04

53.47

53.66

53.51

53.33

52.65

52.15

51.96

51.41

51.74

51.56

52.02

52.42

52.39

51.39

51.82

52.35

53.86

53.48

6" RCP

42" UNKNOWN

S T S

R C P

RCP SIZE UNKNOWN

UNDER WATER

UNIVERSITY BLVD

TREE TO BE

REMOVED

ROADWAY

WIDENING

STRUCTURAL

INFILL

CONST. UNIVERSITY

+65.00

17.78' RT.

+65.00

0.00' RT.

BEGIN CONST.

£CONST. UNIVERSITY

STA. 11+65.00

+65.00

2.27' RT.

+65.00

34.04' LT.

+65.56

54.18' RT.

BEGIN BRIDGE

STA. 14+36.85

BEGIN APPROACH SLAB

STA. 14+16.85

+17.01

15.35' RT.

+17.01

14.07' RT.

PNC3

STA. 14+12.34

OFF. 7.70' RT.

EL. 51.909'

PNC2

STA. 10+22.49

OFF. 61.29' RT.

EL. 51.716'

PNC1

STA. 10+20.80

OFF. 44.14' LT.

EL. 51.708'

BEGIN TYPE I TRAFFIC SEPARATOR

+19.43

2.88 RT.

+65.00

4.00' LT.

END TYPE I, BEGIN TYPE II

TRAFFIC SEPARATOR

+16.85

0.00 RT.

+20.05

6.83' RT.

+20.29

8.31' RT.

+30.16

1.26' RT.

BEGIN PGL1

CONST. UNIVERSITY

REMOVAL OF EX

IST.

TRAFFIC SEP

ARATOR

B e g

S T A

P I

S T A

P I

S T A

11+00 12+00

13+00 14+00 15+00

16+00

END PGL 1

BEGIN PGL 2

N 89° 22' 5 9" E

164.64'

S 89° 38' 29" E

158.04'

N 89° 28' 50" E

366.66'

CONST. TYPE E

CURB AND GUTTER

PROP. EOP

EXIST. 15" RCP

TO REMAIN

MILL 1.5" AND

RESURFACE WITH

ASPHALTIC

CONCRETE FRI

CTION COURSE

(TRAFFIC C)(

FC-12.5)(1.5

P I

E L

P I

E L

P I

E L

11+00 12+00 13+00 14+00 15+00

300' V.C.

K = 430

E L

V P

E L

+0 .3

-0.302%

EXIST. GRADE

CONST. UNIVERSITY

EXIST. 15" RCP TO REMAIN

PGL2 CONST. UNIVERSITY

BEGIN CONST.

£CONST. UNIVERSITY

BEGIN PGL 1

STA. 11+65.00

ELEV. 52.81

END PGL 1 BEGIN PGL 2

£CONST. UNIVERSITY

STA. 12+65.00

ELEV. 53.23

EXIST. GRADE

AT PROP. EOP

PROP EOP PGL1

1" = 40' Horizontal

1" = 4' Vertical

ROADWAY PLAN AND

PROFILE

SHEET

NO.

T:\2017\2017.080.07 - University Blvd at Rouse Rd\CAD\Roadway\PLPRRD01.dwg

5/26/2021 1:08:39 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

JOHNSON, NICK

10 40

Feet

M A T C H L I N E

S T A

EXIST. 16" D.I.W.M. TO REMAIN

EXIST. 8" F.M.

TO REMAIN

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

WATER

SAN

WATER

S T S

SANITARY MANHOLE

TOP ELEV.=53.32

UNABLE TO ACCESS;

LIES IN TRAVEL LANE

SANITARY MANHOLE

TOP ELEV.=53.09

UNABLE TO ACCESS;

LIES IN TRAVEL LANE

CURB INLET

TOP ELEV.=52.85

S.15" RCP INV. ELEV.=48.43

CURB INLET

TOP ELEV.=52.86

NE.18" RCP INV. ELEV.=47.66

CURB INLET

TOP ELEV.=52.14

SW.18" RCP INV. ELEV.=47.34

CURB INLET

TOP ELEV.=52.10

N.18" RCP INV. ELEV.=45.89

MANHOLE DRAINAGE

TOP ELEV.=52.02

UNABLE TO ACCESS;

LIES IN TRAVEL LANE

MANHOLE DRAINAGE

TOP ELEV.=51.79

UNABLE TO ACCESS;

LIES IN TRAVEL LANE

MANHOLE DRAINAGE

TOP ELEV.=51.28

UNABLE TO ACCESS;

LIES IN TRAVEL LANE

MANHOLE DRAINAGE

TOP ELEV.=51.79

UNABLE TO ACCESS;

LIES IN TRAVEL LANE

SANITARY MANHOLE

TOP ELEV.=51.21

UNABLE TO ACCESS;

LIES IN TRAVEL LANE

SET 5/8" IRON ROD AND CAP STAMPED "WBQ TRAVERSE"

51.68

SET 5/8" IRON ROD AND CAP STAMPED "WBQ TRAVERSE"

51.96

52.86

52.89

53.20

53.48

53.71

52.57

REC 2-1/4" BRASS DISK STAMPED "ORANGE COUNTY ENG. DEPT. CONTROL C-803-008

55.15

52.75

52.95

53.32

53.09

52.54

52.69

52.47

52.54

52.76

52.74

52.14

52.21

52.36

52.44

52.57

52.89

52.53

52.38

52.29

53.18

53.40

53.85

53.88

54.31

CONCRETE SPOT SHOT

54.43

54.29

53.93

53.78

52.94

52.87

53.11

53.39

53.56

52.68

52.86

53.08

52.96

52.73

52.58

52.69

52.94

53.11

53.03

52.53

52.61

52.70

52.87

CONCRETE SPOT SHOT

54.42

54.25

53.83

53.70

53.67

53.65

53.73

53.66

54.12

54.04

53.9753.55

53.60

54.10

54.23

53.85

53.81

53.82

53.99

54.34

54.29

53.78

53.64

53.70

53.68

54.12

53.59

53.56

53.61

53.90

CONCRETE SPOT SHOT

54.14

54.02

53.99

LEFT TURN ARROW

53.61

53.57

53.34

53.57

53.59

53.78

53.64

53.27

53.31

53.24

53.14

53.05

53.06

53.35

53.26

53.05

52.84

53.35

53.05

LEFT TURN ARROW

52.96

LEFT TURN ARROW

53.29

52.83

52.77

53.19

52.93

52.92

52.84

52.90

52.84

52.81

52.80

52.95 52.94

51.89

SIGNAL MAST ARM

52.00

51.45

51.50

51.34

51.15

51.62

51.53

51.77

51.79

51.77

51.78

51.80

52.1351.94

52.33

52.29

52.24

52.21

51.86

51.82

51.63

51.56

51.29

51.77

51.79

51.48

51.70

51.78

51.88

51.21

50.62

50.61

50.78

50.64

50.79

50.73

50.55

50.59

50.71 50.89

50.74

50.90

51.06

51.22

50.97

50.35

50.41

50.47

50.38

50.83

50.88

50.37

50.44

50.46

50.40

50.89

50.82

50.40

50.46

50.41

50.49

50.43

50.48

50.47

50.41

50.85

50.87

50.41

50.50

50.51

50.44

50.50

50.5250.50

50.54

51.01

50.99

50.50

50.56

50.55

51.03

51.06

50.5650.62

51.01

51.09

51.10

51.06

51.13

51.05

51.34

51.23

51.01

51.02

50.95

50.85

51.03

TRAFFIC SIGNAL LIMIT

71.18

CONCRETE SPOT SHOT

50.90

CONCRETE SPOT SHOT

50.92 CONCRETE SPOT SHOT

51.01

50.5350.73

50.94

51.55

REC 2-1/4" BRASS DISK STAMPED "ORANGE COUNTY ENG. DEPT. CONTROL C-1035-03

51.58

50.66

50.48

53.00

52.92

52.24

52.05

52.73

52.62

51.90

52.04

52.19

52.58

52.71

52.74

52.79

52.81

52.85

52.90

52.88

52.68

52.85

52.49

52.03

52.07

52.35

52.27

52.23

52.17

52.05

52.40

51.91

52.01

52.00

51.91

51.99

52.75

52.98

52.50

52.15

52.48

52.46

52.30

52.38

51.83

51.77

52.23

51.77

51.86

51.91

51.92

51.94

51.75

51.60

52.14

51.34 51.57

51.73

51.82

51.64

52.13

51.63

51.70

52.08

52.12

52.09

52.10

52.11

52.12

52.10

52.08

52.07

52.05

52.10

52.05

51.55

51.59

51.55

51.49

51.96

51.87

51.39

51.43

51.38

51.33

51.39

51.34

51.30

51.35

51.28

51.20

51.69

51.19

51.14

51.19

51.14

51.10

51.15

51.01

51.55

51.07

51.0550.92

51.64

51.6051.51

51.85

52.01

52.23

52.33

51.40

51.17

51.18

51.17

52.03

52.01

52.02

51.78

51.87

51.90

51.89

52.13

52.31

51.88 51.84

51.78

51.86

52.27

52.34

51.94

51.90

51.99

52.03

52.45

52.4852.0852.03

52.04

52.05

52.4652.23

51.94

52.01

51.82

51.76

51.65

51.80

51.94

51.77

51.97

52.02

51.11

51.00

51.57

51.07

51.15

51.01

50.94

51.43

51.33

50.83

50.90

50.87

50.76

50.67

50.62

50.66

50.58

50.51

51.00

50.43

50.40

50.47

50.43

50.36

50.42

50.62

50.28

50.38

50.31

50.22

50.73

50.93

50.82

50.59

51.02

51.22

51.35

50.88

50.41

50.40

51.23

51.28

51.97

51.99

52.0051.98

51.98

51.93

51.88

51.85

51.92

51.95

51.98

52.01

52.3352.31

52.24

52.17

52.22

51.79

51.97

52.35

52.06

51.64

51.02

51.64

51.86

52.45

52.32

52.29

51.67

51.78

52.48

52.41

52.40

52.17

51.82

51.53

51.26

52.55

52.46

52.27

52.93

52.92

52.94

52.95

52.94

52.92

52.91

52.87

51.88 52.25

52.40

52.49

RIGHT TURN ARROW

52.54

52.47

52.83

53.05

52.93

52.70

52.15

52.07

51.99

52.49

52.86

RIGHT TURN ARROW

52.09

RIGHT TURN ARROW

51.76

51.70

51.64

51.54

52.06

52.01

52.08

52.09

52.11

52.12

52.14

52.18

52.12

52.10

51.93

51.40

51.58

51.52

51.13

51.32

52.14

51.91

51.56

51.53

51.91

52.24

52.47

51.46

51.37

51.87

51.40

51.32

51.37

51.36

51.31

51.70

51.24

51.31

51.21

51.15

51.65

51.14

51.09

51.13

51.10

51.05

51.44

51.01

51.09

51.02

50.94

51.47

51.41 50.90

51.00

50.9050.80

51.29

51.17

51.25

51.39

51.47

51.61

51.51

51.41

51.8851.89

51.91 51.94

51.86

51.88

51.86

51.87

51.83

51.60

51.52

51.55

51.52

CONCRETE SPOT SHOT

51.58

CONCRETE SPOT SHOT

51.73

CONCRETE SPOT SHOT

51.82

CONCRETE SPOT SHOT

51.91

51.82

TRAFFIC SIGNAL LIMIT

71.96

52.87

53.04

53.24

53.44

53.46

53.22

52.86

52.88

50.90

53.06

53.08

52.86

51.93

51.38

51.11

50.90

50.53

50.78

54.21

52.69

51.87

52.08

52.35

51.61

50.82

52.34

18" RCP

S T S

15" RCP (CONNECTION UNKNOWN)

18" RCP

(CONNECTION UNKNOWN)

2' R

UNIVERSITY BLVD

R O U S E

R D

R O U S E

R D

ROADWAY

WIDENING

STRUCTURAL INFILL

END TYPE I, OPTION II

BEGIN TYPE I

TRAFFIC SEPARATOR

+88.35

0.00 LT.

+88.22

14.74' RT.

+37.35

6.30' RT.

+37.48

4.80' RT.

+61.45

0.00'

+61.45

4.00' LT. +63.45

2.00' LT.

+89.75

89.71' LT.

+00.55

101.92' RT.

END PROJECT

END CONST.

£CONST. UNIVERSITY

STA. 21+36.44

+88.22

13.96' RT.

END BRIDGE

STA. 16+68.48

END APPROACH SLAB

STA. 16+88.35

+61.15

5.16' RT.

PNC5

STA. 19+46.38

OFF. 51.80' LT.

EL. 51.961'

PNC4

STA. 19+55.68

OFF. 68.86' RT.

EL. 51.676'

C1035038

STA. 16+87.47

OFF. 45.65' LT.

EL. 51.154'

C1035033

STA. 21+51.57

OFF. 75.03' LT.

EL. 51.577'

+01.64

102.94' RT.

+35.31

67.30' RT.

+36.44

61.39' LT.

+93.35

88.68' LT.

+31.96

102.11' RT.

+36.05

102.36' RT.

+31.96

98.67' RT.

+36.04

98.45' RT.

+36.16

15.05' RT.

+34.27

11.11' RT.

+30.64

11.18' RT.

+30.48

14.83' RT.

+42.43

89.13' LT.

+59.65

88.97' LT.

END PGL2

£CONST. UNIVERSITY

STA. 19+63.44

REMOVAL OF EXIST.

TRAFFIC SEPARATOR

E n d

S T A

P I

S T A

21+9016+00 17+00 18+00 19+00 20+00 21+00

N 89° 30' 00" E

501.15'

N 89° 28' 50" E

366.66'

MILL 1.5" AND

RESURFACE WITH

ASPHALTIC CONCRETE

FRICTION COURSE

(TRAFFIC C)

(FC-12.5) (1.5")

P I

E L

P I

E L

P I

E L

-0.30%

-0.50%

17+00 18+00 19+00 20+00 21+00

300' V.C.

K = 430

E L

C103503

STA. 16

+87.47

OFF. 45

.65' LT

EL. 51.1

54'

EXIST. GRADE CONST. UNIVERSITY

C10350

STA. 21

+51.57

OFF. 75

.03' LT.

EL. 51.5

77'

END PROJECT

£CONST. UNIVERSITY

STA. 21+36.44

ELEV. 51.89

END PGL 2

£CONST. UNIVERSITY

STA. 19+63.44

ELEV. 52.84

PGL2 CONST. UNIVERSITY

1" = 40' Horizontal

1" = 4' Vertical

ROADWAY PLAN AND

PROFILE

SHEET

NO.

T:\2017\2017.080.07 - University Blvd at Rouse Rd\CAD\Roadway\PLPRRD01.dwg

5/26/2021 1:08:59 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

JOHNSON, NICK

M A T C H L I N E

S T A

10 40

Feet

EXIST. 16" D.I.W.M.

TO REMAIN

EXIST. 18" VCP GRAVITY MAIN TO

BE GROUT FILLED AND ABANDONED

(BY OTHERS)

EXIST. 8" FM

TO REMAIN

EXIST. 24" RCP

TO REMAIN

CONST. UNIVERSITY

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

GEOTECHNICAL SURVEY

NO.

T:\2017\2017.080.07 - University Blvd at Rouse Rd\CAD\Geotech\GEORD01.dwg

JOHNSON, NICK 4/30/2021 4:59:30 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

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

11+65.00

£ CONST. UNIVERSITY

0 10 20 30 40 50 60 700102030405060

12+00.00

£ CONST. UNIVERSITY

0 10 20 30 40 50 60 700102030405060

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

0.020

0.0

Total Volume at Station 11+65.00

Cut Area (SF)

6.12

Cut Vol (CY)

0.00

Fill Area (SF)

0.00

Fill Vol (CY)

0.00

OVERBUILD

Area (SF)

0.00

Fill Vol (CY)

0.00

Total Volume at Station 12+00.00

Cut Area (SF)

12.15

Cut Vol (CY)

11.84

Fill Area (SF)

0.00

Fill Vol (CY)

0.00

OVERBUILD

Area (SF)

0.00

Fill Vol (CY)

0.00

OVERBUILD

EXIST. 8" DIFM

TO REMAIN

EXIST. 8" DIFM

TO REMAIN

O F F

E L

O F F

E L

CONST. TYPE E

CURB & GUTTER

ROADWAY CROSS SECTIONS

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

SHEET

NO.

T:\2017\2017.080.07 - University Blvd at Rouse Rd\CAD\Roadway\RDXSRD02.dwg

4/30/2021 5:00:40 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

JOHNSON, NICK

1" = 10' Horizontal

1" = 5' Vertical

12+50.00

0 10 20 30 40 50 60 700102030405060

13+00.00

£ CONST. UNIVERSITY

0 10 20 30 40 50 60 700102030405060

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

0.020

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

0.020

0.0

0.020

Total Volume at Station 12+50.00

Cut Area (SF)

21.30

Cut Vol (CY)

30.97

Fill Area (SF)

0.00

Fill Vol (CY)

0.00

OVERBUILD

Area (SF)

0.00

Fill Vol (CY)

0.00

Total Volume at Station 13+00.00

Cut Area (SF)

26.41

Cut Vol (CY)

44.18

Fill Area (SF)

0.00

Fill Vol (CY)

0.00

OVERBUILD

Area (SF)

0.00

Fill Vol (CY)

0.00

OVERBUILD

EXIST. 8" DIFM

TO REMAIN

EXIST. 8" DIFM

TO REMAIN

EXIST. 16" DIWM

TO REMAIN

EXIST. 16" DIWM

TO REMAIN

O F F

E L

O F F

E L

O F F

E L

O F F

E L

CONST. 4' TRAFFIC

SEPARATOR

CONST. 4' TRAFFIC

SEPARATOR

ROADWAY CROSS SECTIONS

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

SHEET

NO.

T:\2017\2017.080.07 - University Blvd at Rouse Rd\CAD\Roadway\RDXSRD02.dwg

4/30/2021 5:00:50 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

JOHNSON, NICK

13+50.00

0 10 20 30 40 50 60 700102030405060

14+00.00

£ CONST. UNIVERSITY

0 10 20 30 40 50 60 700102030405060

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

0.020

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

0.020

Total Volume at Station 13+50.00

Cut Area (SF)

22.57

Cut Vol (CY)

45.35

Fill Area (SF)

0.00

Fill Vol (CY)

0.00

OVERBUILD

Area (SF)

2.16

Fill Vol (CY)

2.00

Total Volume at Station 14+00.00

Cut Area (SF)

20.08

Cut Vol (CY)

39.49

Fill Area (SF)

0.02

Fill Vol (CY)

0.02

OVERBUILD

Area (SF)

5.77

Fill Vol (CY)

7.34

OVERBUILD

EXIST. 8" DIFM

TO REMAIN

EXIST. 8" DIFM

TO REMAIN

EXIST. 16" DIWM

TO REMAIN

EXIST. 16" DIWM

TO REMAIN

O F F

E L

O F F

E L

O F F

E L

O F F

E L

CONST. 4' TRAFFIC

SEPARATOR

CONST. 4' TRAFFIC

SEPARATOR

ROADWAY CROSS SECTIONS

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

SHEET

NO.

T:\2017\2017.080.07 - University Blvd at Rouse Rd\CAD\Roadway\RDXSRD02.dwg

4/30/2021 5:00:59 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

JOHNSON, NICK

14+50.00

0 10 20 30 40 50 60 700102030405060

15+00.00

£ CONST. UNIVERSITY

0 10 20 30 40 50 60 700102030405060

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

0.020

0.020 .0

0.020

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

0.020

0.020 .0

0.020

Total Volume at Station 14+50.00

Cut Area (SF)

0.00

Cut Vol (CY)

0.00

Fill Area (SF)

0.00

Fill Vol (CY)

0.00

OVERBUILD

Area (SF)

4.53

Fill Vol (CY)

9.53

Total Volume at Station 15+00.00

Cut Area (SF)

0.00

Cut Vol (CY)

0.00

Fill Area (SF)

0.00

Fill Vol (CY)

0.00

OVERBUILD

Area (SF)

7.13

Fill Vol (CY)

10.79

OVERBUILD

EXIST. 16" DIWM

TO REMAIN

EXIST. 16" DIWM

TO REMAIN

O F F

E L

O F F

E L

CONST. 4' TRAFFIC

SEPARATOR

CONST. 4' TRAFFIC

SEPARATOR

ROADWAY CROSS SECTIONS

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

SHEET

NO.

T:\2017\2017.080.07 - University Blvd at Rouse Rd\CAD\Roadway\RDXSRD02.dwg

4/30/2021 5:01:09 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

JOHNSON, NICK

15+50.00

0 10 20 30 40 50 60 700102030405060

16+00.00

£ CONST. UNIVERSITY

0 10 20 30 40 50 60 700102030405060

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

0.020

0.020 .0

0.020

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

0.020

0.0

0.020

Total Volume at Station 15+50.00

Cut Area (SF)

0.00

Cut Vol (CY)

0.00

Fill Area (SF)

0.00

Fill Vol (CY)

0.00

OVERBUILD

Area (SF)

5.18

Fill Vol (CY)

11.40

Total Volume at Station 16+00.00

Cut Area (SF)

0.00

Cut Vol (CY)

0.00

Fill Area (SF)

0.00

Fill Vol (CY)

0.00

OVERBUILD

Area (SF)

5.11

Fill Vol (CY)

9.53

OVERBUILD

EXIST. 16" DIWM

TO REMAIN

EXIST. 16" DIWM

TO REMAIN

CONST. 4' TRAFFIC

SEPARATOR

CONST. 4' TRAFFIC

SEPARATOR

ROADWAY CROSS SECTIONS

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

SHEET

NO.

T:\2017\2017.080.07 - University Blvd at Rouse Rd\CAD\Roadway\RDXSRD02.dwg

4/30/2021 5:01:20 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

JOHNSON, NICK

16+50.00

0 10 20 30 40 50 60 700102030405060

17+00.00

£ CONST. UNIVERSITY

0 10 20 30 40 50 60 700102030405060

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

0.020

0.0

0.020

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O F F

E L E V

O…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jun 27, 2025.