Y22-718_Drawings1.pdf

PDF 40 MB Posted Feb 7, 2022

Attached to: Texas Avenue Roadway Improvements (from North of Duskin Avenue to South of Holden Avenue)
Solicitation number: Y22-718
Issued by: Orange County, Orlando City, Florida

About this file

Written by GovTribe AI · Jun 27, 2025

The document is a detailed set of construction drawings and technical specifications for the Texas Avenue Roadway Improvements project in Orange County, Florida, prepared by Dewberry Engineers, Inc. The project involves roadway improvements from north of Duskin Avenue to south of Holden Avenue, spanning approximately 0.901 miles. The contract opportunity, issued by Orange County, seeks sealed responses for the project with a submission deadline of May 31, 2022, and an estimated project cost of $22,061,344.38. The drawings include comprehensive details such as project survey control, typical sections, drainage structures, utility adjustments, maintenance of traffic plans, and landscaping plans.

The project involves multiple utility adjustments and coordination with various utility providers including Bright House Networks, OUC, AT&T, TECO Peoples Gas, and Orange County Utilities. The technical specifications outline precise construction requirements, including concrete sidewalks, asphaltic concrete surfacing, drainage pipe installations, and specific provisions for erosion control and environmental management. Key pay items include mobilization, clearing and grubbing, superpave asphaltic concrete, concrete pipe culverts of various sizes, and associated roadway infrastructure elements. The project will be funded through Orange County and follows Florida Department of Transportation design standards and specifications.

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Other files

File	Type	Posted
Y22-718_Drawings2.pdf	PDF	Feb 7, 2022
Y22-718_Drawings3.pdf	PDF	Feb 7, 2022
Y22-718_Part_G&H.pdf	PDF	Feb 7, 2022
Y22-718_Drawings4.pdf	PDF	Feb 7, 2022
Y22-718.pdf	PDF	Feb 7, 2022

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D A

Y T

O N

T O

L A

N D

STA. 181+40.00

END PROJECT

5/12/2021 3:07:46 PM F:\Projects\ORC-010-01\North\roadway\KEYSRD01.DGNjballock

DESCRIPTIONSHEET

DATE: 01/23/20

DISTRICT 1

DISTRICT 2

DISTRICT 3

DISTRICT 4

DISTRICT 5

DISTRICT 6

CERTIFICATION TO PLANS

ENGINEER:DATE: REG. NO.

CHRISTMAS

SEMINOLE COUNTY

OSCEOLA COUNTY

ORLANDO

INTERNATIONAL

AIRPORT

L A

K E C

O U

N T

WINTER

GARDEN

ORLANDO

LAKE COUNTY

B R

E V

A R

D C

O U

N T

OSCEOLA COUNTY

LAKE APOPKA

FLORIDA

E-W

GALLOWAY DR.

1-4

I-4

0 1 2

Mile

BRIDGES

NET LENGTH OF PROJ.

EXCEPTIONS

GROSS LENGTH OF PROJ.

LENGTH OF PROJECT

LINEAR FT. MILES

COMMISSIONERS

BOARD OF COUNTY

APPROVED BY: ADD

ROADWAY

KEY SHEET

ORANGE COUNTY, FLORIDA

TEXAS AVENUE

CONSTRUCTION PLANS FOR

40952ANDREW D. DeWITT, P.E.

GENERAL NOTES

DRAINAGE MAPS

TYPICAL SECTIONS

PLAN AND PROFILE SHEETS

STANDARD DRAWINGS & DETAILS

ELEV. = 100.30'

STA. 109+18.15, 9.46' LT.

RAILROAD SPIKE ON POWER POLE (#419E3)

ORANGE COUNTY BM R-368-010

ELEV. = 99.77'

STA. 159+15.39, 71.78' LT.

3" DISK AT SANITARY LIFT STATION

ORANGE COUNTY BM L-1225-015

M I

M P

COCOA

D W

O O D

INTERSECTION DETAILS

FOR TEXAS AVENUE

SOURCE OF BENCH MARK DATUM

NOTE: THE SCALE OF THESE PLANS MAY

HAVE CHANGED DUE TO REPRODUCTION.

DESIGN STANDARDS

PLANS WERE PREPARED TO AVAILABLE INFORMATION TO ADEQUATELY ADDRESS CONDITIONS AS

THEY EXISTED AT THE TIME OF PLANS PREPARATION. DEEDS, 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 COUNTYER'S REPRESENTATIVE IN ADDRESSING AND MEETING

NEEDS AND CONDITIONS THAT MAY HAVE CHANGED SINCE PLANS PREPERATION.

NOTE

tel. 407.971.8850

Certificate No. 7074

Oviedo, FL 32765

3000 Dovera Drive, Suite 200

SUMMARY OF PAY ITEMS

SUMMARY OF QUANTITIES

SUMMARY OF DRAINAGE STRUCTURES

DRIVEWAY PROFILES

UTILITY ADJUSTMENT PLANS

MAINTENANCE OF TRAFFIC PLANS

EROSION CONTROL DETAILS

CROSS SECTIONS

GEOTECHNICAL SOIL SURVEY SHEET

POND DETAILS

DRAINAGE STRUCTURE CROSS SECTION SHEETS

DRAINAGE DETAILS

EXISTING DRAINAGE DATA

FLOOD DATA

CURB RETURN DATA

STORMWATER POLLUTION PREVENTION PLANS

SIGNALIZATION PLANS

SIGNING AND PAVEMENT MARKING PLANS

OF TRANSPORTATION PURSUANT TO SUBSECTION 336.045 ( 1 ) OF THE FLORIDA STATUTES.

HIGHWAYS" IN EFFECT ON THIS DATE AS ADOPTED BY THE FLORIDA DEPARTMENT

STANDARDS FOR DESIGN, CONSTRUCTION AND MAINTENANCE FOR STREETS AND

STANDARDS CONTAINED IN THE EDITION OF THE "MANUAL FOR UNIFORM MINIMUM

OF THE FLORIDA STATUTES AND ARE IN SUBSTANTIAL COMFORMANCE WITH THE

CONSTRUCTION PLANS COMPLY WITH THE REQUIREMENTS OF SECTION 336.045

I HEREBY CERTIFY THAT THE DESIGN FOR THIS PROJECT AND THE ATTACHED

SECS. 15,16,21,22 TWP. 23 SOUTH RGE. 29 EAST

LOCATION MAP

INDEX OF SHEETS

SHEET 1

BYDATEREVISIONS

VICINITY MAP

LOCATION

PROJECT

SURVEY CONTROL SHEETS & REFERENCE TIES

RETAINING WALL PLANS

MAYRA URIBE

EMILY BONILLA

VICTORIA P. SIPLIN

STA. 133+84.45

BEGIN PROJECT

http://www.fdot.gov/roadway

(DSRs) AT THE FOLLOWING WEBSITE:

APPLICABLE DESIGN STANDARDS REVISIONS

FY2017-18, DESIGN STANDARDS AND

1. FLORIDA DEPARTMENT OF TRANSPORTATION

STREETS, AND HIGHWAYS, DATED 2016.

DESIGN, CONSTRUCTION, AND MAINTENANCE FOR

MANUAL OF UNIFORM MINIMUM STANDARDS FOR

2. FLORIDA DEPARTMENT OF TRANSPORTATION

AMENDED BY CONTRACT DOCUMENTS.

BRIDGE CONSTRUCTION, DATED JULY, 2017 AS

STANDARD SPECIFICATIONS FOR ROAD AND

3. FLORIDA DEPARTMENT OF TRANSPORTATION

DATE: 01/23/20

DRAWN BY : JB

DISTRICT NO. 6

CIP NO. 5027B

TO SOUTH OF HOLDEN AVENUE

FROM NORTH OF DUSKIN AVENUE

PROJECT NO: 5027B

407-532-8509

UTILITIES ENCOUNTERED

CABLE: BRIGHT HOUSE NETWORKS

WATER & ELECTRIC: OUC

PHONE: AT&T

407-254-9718

407-236-9651

407-351-8180

GAS: TECO PEOPLES GAS 407-420-2678

480-596-4595

888-623-0931

TRAFFIC: AMERICAN TRAFFIC SOLUTIONS

COMMUNICATIONS: CROWN CASTLE

COMMUNICATIONS: LEVEL 3 COMM.

WATER & SEWER: ORANGE COUNTY UTIL.

407-754-0106

44-45

47-70

145-156

157-198

6-8

20-22

23-25

26-29

30-42

72-75

77-130

Nicole H. Wilson

4755.55

47755.55

0.901

11-19

131-135

142-144

ORANGE

F L O R I D A

G O V E R N M E N T

OUNTC Y

POND B-5 CROSS SECTIONS

POND B-5 OUTFALL CROSS SECTIONS136-141

199-213

CHRISTINE MOORE

MARIBEL GOMEZ CORDERO

CHECKED BY: CW

joseph kunkel, p.e. PUBLIC WORKS DIRECTOR jerry l. demings, COUNTY MAYOR

2 SIGNATURE SHEET

LD-1-LD-13 LANDSCAPING PLANS

N O

T H

C O

E E

C T

R O

A L

L E

F .A .C

OUC LIGHTING PLANL-1 - L-5

W-1 - W-15

S-1 - S-14

T-1 - T-12

GENERAL NOTES

Certificate of Authorization No. 7074

PE No. 40952

Andrew D. DeWitt, PE p 407.971.8850

Oviedo, Florida 32765

3000 Dovera Drive, Suite 200

21.

20.

19.

18.

17.

16.

15.

14.

13.

12.

11.

10.

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NO.

SHEET

TEXAS AVENUE

GENERAL NOTES

jballock

BY DESCRIPTIONDATE BY DESCRIPTIONDATE

REVISIONS

OUNTYCRANGEO

F L O R I D A

G O V E R N M E N T

MEASUREMENT OF DRAINAGE PIPE FOR PAYMENT SHALL BE DETERMINED FROM ACTUAL LENGTHS INSTALLED.

DURING CONSTRUCTION OF THE PROJECT.

AS THE "TRENCH SAFETY ACT", TO PROTECT EXISTING PAVEMENT, STRUCTURES, FOUNDATIONS, AND CONSTRUCTION PERSONNEL

ALL EXCAVATIONS SHALL BE REQUIRED TO CONFORM TO THE PROVISIONS OF PART IV OF CHAPTER 553.60, F.S., ALSO KNOWN

TOP OF THE GRATE FOR DITCH BOTTOM INLETS.

INLET ELEVATIONS SHOWN IN THE PLANS REFER TO THE EDGE OF PAVEMENT AT THE CENTER OF CURB INLETS AND THE

ALL DRAINAGE PIPES SHALL BE STEEL REINFORCED CONCRETE PIPES, CLASS III, UNLESS OTHERWISE NOTED.

REQUIRED BY CHAPTER 77-153 OF THE FLORIDA STATUTES.

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

UTILITIES ARE TO BE ADJUSTED BY OTHERS OR AS DIRECTED BY THE ENGINEER.

STATE ONE CALL MUST BE NOTIFIED FOR LOCATES AT 1-800-432-4770.

ON CONFLICTS IS TO BE SUBMITTED TO THE ENGINEER AS SOON AS POSSIBLE AFTER DISCOVERY FOR RESOLUTION. SUNSHINE

ORDERING DRAINAGE STRUCTURES, THE CONTRACTOR SHALL DETERMINE IF DRAINAGE/UTILITY CONFLICTS EXIST. INFORMATION

DAMAGE THERETO AND IS RESPONSIBLE FOR COORDINATING UTILITY RELOCATION WITH PROJECT CONSTRUCTION. PRIOR TO

SHALL MAKE HIS OWN DETERMINATION AS TO THE TYPE AND LOCATION OF THE UTILITIES AS MAY BE NECESSARY TO AVOID

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

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

SHALL BE USED AT LOCATIONS DESIGNATED IN THE PLANS AND/OR DESIGNATED BY THE ENGINEER.

ABATEMENT OF EROSION AND WATER POLLUTION", EXCLUDING ITEMS SPECIFIED ELSEWHERE. ENVIRONMENTAL CONTROLS

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

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

THE ENGINEER.

DRIVEWAY LOCATIONS AND WIDTHS SHOWN ARE APPROXIMATE AND MAY BE ADJUSTED AS NECESSARY AS DIRECTED BY

FOR DEPTH AND LBR.

FOR STABILIZATION AT TURNOUTS AND DRIVEWAYS CONNECTIONS SEE STANDARD INDEX No. 515 AND TYPICAL SECTIONS

PROPOSED EDGE OF PAVEMENT.

ALL PAVEMENT OFFSETS SHOWN ARE TO PROPOSED CENTERLINE OF CONSTRUCTION; ALL RADII AND DIMENSIONS ARE TO

SAWCUT CONCRETE DRIVEWAYS AS REQUIRED FOR CONSTRUCTION.

PEGGED SOD TO BE PLACED ON ALL SLOPES 1:3 OR STEEPER.

IN THE CONTRACT UNIT PRICE OF SOD.

INSTALL A MINIMUM 4" MUCK BLANKET OR TOPSOIL TREATMENT ON ALL PERMANENT GRASS AREAS, COST TO BE INCLUDED

OTHERWISE DIRECTED BY THE ENGINEER.

SOD ALL DISTURBED AREAS UNLESS OTHERWISE SHOWN ON THE PLANS. SOD SHALL MATCH EXISTING TYPE SOD UNLESS

DIRECTED.

ALL EXISTING TREES WITHIN THE RIGHT-OF-WAY ARE TO BE REMOVED AS CLEARING AND GRUBBING UNLESS OTHERWISE

THE PROPERTY AND RESPONSIBILITY OF THE CONTRACTOR.

OF THE DISPOSAL SITES SHALL BE OBTAINED FROM ORANGE COUNTY PRIOR TO DISPOSAL. ALL EXCESS MATERIALS ARE

THE DISPOSAL OF EXCESS EARTHWORK MATERIALS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. APPROVAL(S)

STANDARD 532. PAYMENT WILL BE INCLUDED IN THE PRICE BID FOR ITEM NO. 110-1-1, CLEARING AND GRUBBING.

THE PLANS. MAIL BOXES SHALL BE RELOCATED BY THE CONTRACTOR IN ACCORDANCE WITH F.D.O.T. DESIGN

OWNER SHALL BE REMOVED BY THE CONTRACTOR AS NECESSARY TO CONSTRUCT THE PROJECT IN ACCORDANCE WITH

ALL PERSONAL PROPERTY, EXCEPT MAIL BOXES, WITHIN THE RIGHT-OF-WAY NOT RELOCATED BY THE PROPERTY

PRIOR TO BIDDING, AND TO MAKE HIS OWN DETERMINATION AS TO ALL SUBSURFACE CONDITIONS.

TO INQUIRE OF THE ENGINEER IF ADDITIONAL INFORMATION IS AVAILABLE, TO MAKE ARRANGEMENTS TO REVIEW SAME

AS PART OF THE PLAN GOVERNING CONSTRUCTION OF THE PROJECT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR

FOR THE PROJECT. THE ACCURACY OF THIS INFORMATION IS NOT GUARANTEED AND IS NOT TO BE CONSTRUED

SUBSURFACE INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FOR USE IN ESTABLISHING TOPOGRAPHIC FEATURES

SPECIFICATIONS.

AND BRIDGE CONSTRUCTION (JANUARY 2019), AND SUPPLEMENTS THERETO, AND ORANGE COUNTY ROAD CONSTRUCTION

PROJECT SPECIFICATIONS, THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD

ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH AND CONFORM TO THE MOST STRINGENT REQUIREMENTS OF THE

ALL ELEVATIONS SHOWN IN THESE PLANS ARE BASED ON NAVD 1988.

40.

39.

38.

37.

36.

35.

34.

33.

32.

31.

30.

29.

28.

27.

26.

25.

24.

23.

22.

C O

E E

C T

R O

A L L

A L

L E

F .A .C

CERTIFICATE OF AUTHORIZATION: LB 8011

800 N. MAGNOLIA AVENUE, SUITE 1000, ORLANDO, FL 32803

DEWBERRY ENGINEERS, INC.

P.S.M. NO.: LS 5442

WILLIAM E. BYRD, P.S.M.

THE PROFESSIONAL SURVEYOR AND MAPPER OF RECORD IS:

AS SUPPORTING DATA IN THE PRODUCTION OF DESIGN PLANS AND FOR CONSTRUCTION ON SUBJECT PROJECT.

ALL SURVEY INFORMATION WAS OBTAINED FROM A LICENSED FLORIDA PROFESSIONAL SURVEYOR AND MAPPER AND UTILIZED

ANY OTHER LOCATIONS AS APPLICABLE.

SANITARY SEWER PIPES NEED TO BE PROTECTED DURING THE INSTALLATION OF THE 42" PIPE INTO POND B-5 AND

ALL CURB RAMPS ARE TO BE CONSTRUCTED BASED ON FDOT DESIGN STANDARDS 2010.

THE COUNTY. COST TO BE INCLUDED IN THE PRICE BID FOR ITEM NO. 101-1, MOBILIZATION.

CONTRACTOR TO VIDEOTAPE AND PHOTOGRAPH THE LIMITS OF CONSTRUCTION PRIOR CONSTRUCTION AND GIVE A COPY TO

PERFORMING ANY UTILITY ADJUSTMENTS OR RELOCATIONS. SUNSHINE ONE PHONE NUMBER 1-(800)-423-4700.

PRIOR TO COMMENCEMENT OF WORK, THE CONTRACTOR SHALL CALL SUNSHINE ONE TWO BUSINESS DAYS IN ADVANCE OF

NOTIFY PROPERTY OWNERS FIVE DAYS PRIOR TO STARTING CONSTRUCTION.

CONTRACTOR IS TO MAINTAIN UNINTERRUPTED ACCESS TO ALL DRIVEWAYS AND SIDE STREETS AT ALL TIMES AND IS TO

SHALL BE INCLUDED IN THE PRICE BID FOR ITEM 102-1, MAINTENANCE OF TRAFFIC.

COUNTY SIGN SHOP AT 4200 SOUTH JOHN YOUNG PARKWAY. COST OF RELOCATION, MAINTENANCE, REMOVAL, AND LEFTOVER

SIGNS ARE INSTALLED. THE EXISTING SIGNS SHALL BE REMOVED BY THE CONTRACTOR AND DELIVERED TO THE ORANGE

EXISTING TRAFFIC SIGNS SHALL REMAIN IN PLACE OR BE RELOCATED AS NEEDED BY THE CONTRACTOR UNTIL THE NEW

APPLY ONLY AT THE POINTS SHOWN. INTERPOLATIONS BETWEEN THESE POINTS HAVE NOT BEEN VERIFIED.

LIMITED INVESTIGATION TECHNIQUES AND SHOULD BE CONSIDERED APPROXIMATE ONLY. THE VERIFIED LOCATIONS/ELEVATIONS

THE LOCATIONS OF THE UTILITIES SHOWN IN THE PLANS (INCLUDING THOSE DESIGNATED Vv, Vh AND Vvh) ARE BASED ON

BUILDING CONSTRUCTION, STATE FDOT INDEX 304, INDEX 310, AND INDEX 600.

TO MEET ADA REQUIREMENTS, ALL SIDEWALK CONSTRUCTION SHALL COMPLY WITH THE FLORIDA ACCESSIBILITY CODE FOR

IN THE PRICE BID FOR ITEM NO. 101-1 "MOBILIZATION".

PROCESSED UNTIL THE RIGHT-OF-WAY HAS BEEN STAKED TO THE SATISFACTION OF THE ENGINEER. PAYMENT IS INCLUDED

INTERVALS AND AT RIGHT-OF-WAY BREAKS WITH STATIONING SHOWN ON THE STAKES. NO INVOICE FOR PAYMENT WILL BE

WITHIN 21 CALENDAR DAYS AFTER NOTICE TO PROCEED, THE CONTRACTOR SHALL STAKE THE RIGHT-OF-WAY AT 100'

PROFESSIONAL LAND SURVEYOR REGISTERED IN THE STATE OF FLORIDA.

DESCRIPTION AND ELEVATION, BASED ON ORANGE COUNTY DATUM. ALL SUBMITTALS SHALL BE SIGNED AND SEALED BY A

AND REFERENCE POINT TIES PROPOSED TO BE USED IN CONSTRUCTING THE PROJECT WITH THEIR LOCATION, ON THE TITLE SHEET AND PLAN AND PROFILE SHEETS, AND/OR A SET OF FIELD NOTES FOR ALL ADDITIONAL BENCHMARK

DEPARTMENT A SET OF FIELD NOTES VERIFYING THE BENCHMARK ELEVATIONS AND THE REFERENCE POINT TIES SHOWN

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

CONFIRMATION WITHIN 48 HOURS OF TELEPHONE NOTIFICATION.

SURVEYOR, WITHOUT DELAY, BY TELEPHONE 407-836-7940. THE CONTRACTOR SHALL PROVIDE WRITTEN FOLLOW UP

DANGER OF BEING DESTROYED OR DISTURBED, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER AND THE COUNTY

PUBLIC LAND CORNERS WITHIN THE LIMITS OF CONSTRUCTION SHALL BE PROTECTED. IF A CORNER MONUMENT IS IN

850-245-2606

TALLAHASSEE, FL

3900 COMMONWEALTH BOULEVARD

STATE GEODETIC ADVISOR, SUITE 309

AND BOTH SHALL NOTIFY:

DAMAGE, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER, ORANGE COUNTY SURVEY SECTION 407-836-7940

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

PAVEMENT SHALL BE PROTECTED WITH CAST IRON VALVE BOX.

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

STRUCTURES.

FOR ADDITIONAL COMPENSATION FOR THE PERTINENT PIPE BID ITEM OR FOR MODIFICATION OF PRECAST

DESIGN CHANGES OF PIPE INVERTS NOT EXCEEDING PLUS OR MINUS ONE FOOT WILL NOT BE CONSIDERED AS A BASIS

UNLESS OTHERWISE SHOWN IN THE PLANS OR DIRECTED BY THE ENGINEER.

ALL EXISTING DRAINAGE STRUCTURES AND PIPES WITHIN THE LIMITS OF CONSTRUCTION SHALL BE REMOVED, GRATES MEETING HS-20 LOADING REQUIREMENTS.

ALL CURB INLETS, DITCH BOTTOM INLETS, AND MANHOLES SHALL HAVE TRAFFIC BEARING FRAMES AND COVERS OR

CONSTRUCTION SPECIFICATIONS.

COATING, AND WRAPPED WITH A FILTER FABRIC MATERIAL PER SECTION 13.07 OF THE ORANGE COUNTY ROAD

ALL INLET/MANHOLE - PIPE JOINTS SHALL BE FILLED WITH NON-SHRINK GROUT, COVERED WITH AN ASPHALTIC MASTIC

"ORANGE COUNTY STORM", OR "ORANGE COUNTY WATER", AS APPROPRIATE. (SEE DETAILS ON SHEET 4)

ALL MANHOLE COVERS SHALL INCLUDE THE ORANGE COUNTY LOGO AND BE IDENTIFIED AS "ORANGE COUNTY SANITARY", B

A R

D O F

COUNTY COMM

S O

O R

A N

G E

COUNTY

FLO

S.W.

UO NT

R O

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R A

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OMC

O S I

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Certificate of Authorization No. 7074

PE No. 40952

Andrew D. DeWitt, PE p 407.971.8850

Oviedo, Florida 32765

3000 Dovera Drive, Suite 200

5' SIDEWALK

DRIVEWAY WIDTH

S T

N.T.S.

6" CONCRETE

LIMIT OF

DRIVEWAY DETAIL TYPE 'A'

6'4'

* MAXIMUM CROSS SLOPE = 2% PER ADA REQUIREMENTS

5' SIDEWALK

4'*

1'-3"

TRANSITION

(NO ABRUPT BREAK IN GRADE)

SECTION A

1/2" EXP. JOINT

1/2" EXPANSION JOINT

4" 1'-0" 2

SECTION E

1'-4"

1'-7"

DRIVEWAY WIDTH

S T

N.T.S.

6" CONCRETE

LIMIT OF

* MAXIMUM CROSS SLOPE = 2% PER ADA REQUIREMENTS

DRIVEWAY DETAIL TYPE 'B'

6' SIDEWALK

4'* E

R/W LINE

EDGE OF PAVEMENT

R/W LINE

EDGE OF PAVEMENT

N.T.S. DRIVEWAY APRONS

TYPICAL SIDEWALK

N.T.S.

ASPHALT DRIVEWAY DETAIL

VARI

ES R VARIES

SPACED MAXIMUM 20'-0" SPACING

1•" DEEP SAW CUT JOINTS EQUALLY

SPACED MAXIMUM 20'-0" SPACING

1•" DEEP SAW CUT JOINTS EQUALLY

OUNTYCRANGEO

F L O R I D A

G O V E R N M E N T

5/12/2021 3:07:49 PM F:\Projects\ORC-010-01\North\roadway\GNNTRD01.DGN

TEXAS AVENUE

AND DETAILS

STANDARD DRAWINGS

jballock

BY DESCRIPTIONDATE BY DESCRIPTIONDATE

REVISIONS

STANDARD PAVEMENT DESIGN

MATCH EXISTING PAVEMENT

TYPE F C & GTYPE F C & G

TEXAS AVE EDGE OF PAVEMENT

CURB RAMP TYPE

SEE PLANS FOR

CURB RAMP TYPE

SEE PLANS FOR

MANHOLE AND INLET COVER DETAIL

C O

E E

C T

R O

A L L

A L

L E

F .A .C

UNIT

QUANTITY TOTAL

DESCRIPTION

FINALPLANS

MAINTENANCE OF TRAFFIC LS

160-4 SY

LF550-10-222

Certificate of Authorization No. 7074

PE No. 40952

Andrew D. DeWitt, PE p 407.971.8850

Oviedo, Florida 32765

3000 Dovera Drive, Suite 200

520-3 LF

327-70-6 SY

5/12/2021 3:07:50 PM F:\Projects\ORC-010-01\North\roadway\CESSRD01.DGN

NO.

SUMMARY OF PAY ITEMS

jballock

BY DESCRIPTIONDATE BY DESCRIPTIONDATE

REVISIONS

SUMMARY OF PAY ITEMS

SOIL CEMENT BASE (PRIMED) (12") (300 PSI)

MOBILIZATION

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

550-10-324 LF

PREVENTION, CONTROL AND ABATEMENT OF EROSION AND WATER POLLUTION

CLEARING AND GRUBBING

SUPERPAVE ASPHALTIC CONCRETE (TRAFFIC C) OVERBUILD

MITERED END SECTION (RCP) (42" CD)

CONCRETE SIDEWALK, 4" THICK

CONCRETE SIDEWALK, 6" THICK

430-175-118 CONCRETE PIPE CULVERT (CLASS III) (STEEL REINF.) (18" SS)

LF430-175-124 CONCRETE PIPE CULVERT (CLASS III) (STEEL REINF.) (24" SS)

LF430-175-130 CONCRETE PIPE CULVERT (CLASS III) (STEEL REINF.) (30" SS)

LF430-175-136 CONCRETE PIPE CULVERT (CLASS III) (STEEL REINF.) (36" SS)

LF430-175-142 CONCRETE PIPE CULVERT (CLASS III) (STEEL REINF.) (42" SS)

LF430-175-172 CONCRETE PIPE CULVERT (CLASS III) (STEEL REINF.) (72" SS)

NUMBER

ITEM UNIT

QUANTITY TOTAL

DESCRIPTION

FINALPLANS

SUMMARY OF PAY ITEMS

NUMBER

ITEM

41,770

35,188

7,791

35,643

41,997

3,550

6,720

CY 315.3

2,114

253.5

2,415

LF430-175-272 CONCRETE PIPE CULVERT, ELLIPTICAL (29"X45")

EA 2

CY 35

430-982-140

SY 5,319

520-5-11 LF 160

SUPERPAVE ASPHALTIC CONCRETE (TRAFFIC C) (2.5" THICK)

EA 2

EA 3

CONCRETE PIPE CULVERT (CLASS III) (STEEL REINF.) (12" SS) LF 34

1,591

MILLING EXISTING ASPHALT PAVEMENT (1.5" AVG. DEPTH)

PAY ITEM NOTES

OUNTYCRANGEO

F L O R I D A

G O V E R N M E N T

120-9

101-1

102-1

104-14

110-1-1 1

285-712

SY334-1-13

334-1-13 829.6

337-7-83

400-0-11 CONCRETE CLASS NS, GRAVITY WALL

400-2-2

400-2-11

CONCRETE CLASS II, ENDWALLS

CONCRETE CLASS II, RETAINING WALLS

440-1-20

515-1-1

520-1-7 CONCRETE CURB & GUTTER, TYPE E

CONCRETE CURB & GUTTER, TYPE F520-1-10

CONCRETE CURB, TYPE B520-2-2

VALLEY GUTTER - CONCRETE

TRAFFIC SEPARATOR CONCRETE - TYPE I, 4' WIDE

520-70 CONCRETE TRAFFIC SEPARATOR, SPECIAL, 3' WIDE

521-8-1

522-1

522-2

530-4-4

INLETS, CURB, TYPE P-1, <10'

INLETS, CURB, TYPE P-2, <10'

INLETS, CURB, TYPE J-1, <10'

INLETS, CURB, TYPE J-2, <10'

INLETS, DT BOT, TYPE C MODIFIED-BACK OF SIDEWALK, <10'

425-2-61 MANHOLES, P-8, <10'

425-2-63 MANHOLES, P-8, PARTIAL

425-2-71 MANHOLES, J-7, <10'

425-2-72 MANHOLES, J-7, >10'

425-2-91 MANHOLES, J-8, <10'

425-2-92 MANHOLES, J-8, >10'

430-175-112

425-3-61 EA 1JUNCTION BOXES, J-7, <10'

SY 17,671

EA 4550-60-224

570-1-2 PERFORMANCE TURF, SOD

700-1-11

700-1-12

700-1-50

700-1-60

700-2-12

700-2-13

700-2-60

700-3-101

705-11-1

706-3

710-90

711-11-125

711-11-141

711-11-160

711-11-170

711-11-241

711-14-123

711-14-125

711-16-101

711-16-131

711-16-201

SINGLE POST SIGN, F&I GROUND MOUNT, UP TO 12 SF

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

SINGLE POST SIGN, RELOCATE

SINGLE POST SIGN, REMOVE

MULTI- POST SIGN, F&I GROUND MOUNT, 12-20 SF

MULTI- POST SIGN, F&I GROUND MOUNT, 21-30 SF

MULTI- POST SIGN, REMOVE

SIGN PANEL, FURNISH & INSTALL GROUND MOUNT, UP TO 12 SF

DELINEATOR, TUBULAR FLEXIBLE

RETRO-REFLECTIVE PAVEMENT MARKERS

PAINTED PAVEMENT MARKINGS (FINAL SURFACE)

THERMOPLASTIC, STANDARD, WHITE, SOLID, 24"

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

THERMOPLASTIC, STANDARD, WHITE, MESSAGE

THERMOPLASTIC, STANDARD, WHITE, ARROWS

THERMOPLASTIC, STANDARD, YELLOW, 2-4/ 6-10 GUIDE LINE, 6"

THERMOPLASTIC, PREFORMED, 12" WHITE, CROSSWALK

THERMOPLASTIC, PREFORMED, 24" WHITE, CROSSWALK

THERMO., STANDARD-OTHER SURFACES, WHITE, SOLID, 6"

THERMO., OTHER SURFACES, WHITE, SKIP, 6",10-30 SKIP

THERMO., STANDARD-OTHER SURFACES, YELLOW, SOLID, 6"

LS 1EXCAVATION, EMBANKMENT, AND GRADING

425-1-311

425-1-321

425-1-411

425-1-421

425-1-524

425-1-531

425-1-549

120-4 CYSUBSOIL EXCAVATION 2,262

ASPHALTIC CONC. FRICTION COURSE (FC-12.5) (1.5" THICK)

INLETS, DT BOT, TYPE C, >10' (J BOTTOM)

UNDERDRAIN TYPE II (COARSE AGGREGATE ONLY)

9,986

900-1

900-2

900-3

INDEMNIFICATION

CONCRETE TRAFFIC RAILING BARRIER WITH JUNCTION SLAB, 32" F-SHAPE**

** SEE SHEET W-6, MODIFIED INDEX 6110 FOR ADDITIONAL INFORMATION

INLETS, DT BOT, TYPE D, MODIFIED, <10'

PIPE HANDRAIL - GUIDERAIL (GALVANIZE STEEL) FDOT INDEX # 880

AS-BUILT PLANS

GROUNDWATER TREATMENT & DISPOSAL 300

SIGNALIZATION (AMERICANA BLVD.) LS 1

654-2-40 RECTANGULAR RAPID FLASHING BEACON, RELOCATE COMPLETE SIGN ASSEMBLY 2AS

700-11-232 ELECT DISP SIGN, F&I SOLAR, ELECT, SPEED FBCK SIGN, 12-20 SF 1

700-12-21

0.591

2.513

1.785

2.259

SIGN BEACON, F&I GROUND MOUNT SOLAR, ONE BEACON

0.222

FENCING, TYPE R, 7'-9", PARTIAL ENCLOSED, W/ BLACK VINYL COATING

FENCING, TYPE B, 6.0', W/ BLACK VINYL COATING

ARTICULATING BLOCK; PAY ITEM TO INCLUDE ITEMS PER DETAIL SHEET 73

580-1-2 LANDSCAPE COMPLETE - LARGE PLANTS

LANDSCAPE MAINTENANCE (12 MONTHS)

C O

E E

C T

R O

A L L

A L

L E

F .A .C

SF 15,269534-73 PRIVACY WALL

SF 12,526563-4 ANTI-GRAFFITI COATING (NON-SACRIFICIAL)

FENCE GATE (TYPE B) (DOUBLE 20.0' OPENING) W/ BLACK VINYL COATING

580-11

29635-2-11 EA

630-2-11 LF 2,949

603-3

CONDUIT, F&I, OPEN TRENCH (OUC LIGHTING DESIGN)

PULL & SPLICE BOX, F&I (OUC LIGHTING DESIGN)

710-90

603-3

570-1-2

534-73

530-4-4

522-2

440-1-20

430-

430-175

425-

400-

327-70-6

110-1-1

104-14

102-1

INCLUDES ALL PAY ITEMS WITH ASTERISKS AS SHOWN ON SHEET S-3.

FOR SIGNAL QUANTITIES, SEE SIGNALIZATION PLAN SHEET T-3.

INCLUDES THE COST OF WATER AND FERTILIZER.

COST OF WROUGHT IRON FENCE TO BE INCLUDED IN COST OF PRIVACY WALL #2.

INCLUDES EVERYTHING SHOWN ON DETAIL.

AT THE TIME OF CONSTRUCTION AS DIRECTED BY THE ENGINEER IN ACCORDANCE WITH INDEX No. 515.

LOCATION OF DRIVEWAYS ARE APPROXIMATE, AND SHALL BE FIELD ADJUSTED TO SUIT THE ACTUAL REQUIREMENTS

INLETS.

INCLUDES THE COST OF UNDERDRAIN INSPECTION BOX, 6" OUTLET PIPE, CLEANOUTS AND CONNECTIONS TO PROPOSED

ASSOCIATED PIPE. ALSO INCLUDES THE COST OF CONNECTING PROPOSED PIPES TO EXISTING DRAINAGE STRUCTURES.

COST OF CONCRETE JACKET AND/OR COLLARS AND CONCRETE PLUG TO BE INCLUDED IN THE COST OF THE

THE COST OF SHORING, MOT AND FLOW BYPASS SHOULD BE INCLUDED IN THE COST OF ALL CROSS DRAINS.

PROPOSED DRAINAGE STRUCTURES.

SECTION 4.08 STORM DRAIN INLET PROTECTION. INCLUDES COST OF CONNECTING EXISTING PIPES TO THE ACCORDING TO THE DEP FLORIDA STORMWATER, EROSION, AND SEDIMENTATION CONTROL INSPECTOR'S MANUAL ALL EXISTING DRAINAGE STRUCTURES WILL BE PROTECTED FROM EXCESSIVE SEDIMENTATION DURING CONSTRUCTION

COST OF REINFORCING STEEL TO BE INCLUDED IN THE COST OF THE CONCRETE.

INCLUDES THE REMOVAL OF PAVEMENT MOUNTED PLASTIC DELINEATORS.

TEMPORARY FENCE TO BE INSTALLED WHERE WALLS HAVE BEEN REMOVED.

PLANTER BOXES, BRICK WALLS, AND OTHER WORKS DESCRIBED IN GENERAL NOTES. INCLUDES THE COST OF INCLUDES REMOVAL AND DISPOSAL OF CONCRETE PAVEMENT, CONCRETE CURBS, DRIVEWAYS, STRUCTURES, WALLS, CONCRETE, TRIMMING OF TREES AND SHRUBS, PLUS ALL OTHER ITEMS IN ORDER TO CONSTRUCT THE PROJECT.

DRAIN FIELDS, UNDERGROUND STORAGE TANKS, ASPHALT PAVEMENT, BASE, SAW CUTTING OF PAVEMENT AND INCLUDES VARIOUS TYPES OF FENCES, CAPPING WELLS, REMOVAL AND DISPOSAL OF SEPTIC TANKS AND

OF QUANTITY SHEETS 21 & 22 FOR ESTIMATED QUANTITIES.

TO BE USED AT LOCATIONS DESIGNATED BY THE PLANS OR AS DIRECTED BY THE COUNTY. SEE SUMMARY ARE ESTIMATED FOR PREVENTION, CONTROL AND ABATEMENT OF EROSION AND WATER POLLUTION AND ARE

AND OVERBUILDING EXISTING PAVEMENT. INCLUDES ADDITIONAL METHODS NECESSARY TO CONSTRUCT THE PROJECT.

MAINTENANCE OF TRAFFIC INCLUDES TEMPORARY PAVEMENT CONSISTING OF BOTH FULL DEPTH TEMPORARY PAVEMENT

130+00 135+00 140+00 145+00 150+00

100 100

Certificate of Authorization No. 7074

PE No. 56050

Renato E. Chuw, PE p 407.971.8850

Oviedo, Florida 32765

3000 Dovera Drive, Suite 200

5/12/2021 3:07:56 PM F:\Projects\ORC-010-01\North\drainage\DRMPRD11.dgn

DRAINAGE MAP

REVISIONS

OUNTYCRANGEO

F L O R I D A

G O V E R N M E N T

C O

E E

C T

R O

A L L

A L

L E

F .A .C

WATER

SAN

WATER

W A

T E

W A

T E

WATER

SAN

W A

T E

S S

SAN

WATER

W A

T E

TOP = 98.17'

SANITARY MANHOLE

TOP = 97.61'

SANITARY MANHOLE

S A

N H

O L E

TEXAS AVENUE

R O

U L E

V A

R D

B L

O S

D U S

E N

U E

R O

U L E

V A

R D

ELEV. = 95.39'

CENTERLINE OF MYAKKA DRIVE

SANITARY MANHOLE IN

SET "X" CUT ON EAST RIM OF

TBM 8

ELEV. = 98.78'

(WINDOVER APARTMENTS)

WEST SIDE OF BUILDING #2275

SET BOX CUT AT BACK OF SIDEWALK

TBM 9

ELEC

SSSS

SAN

S A

SAN

WATER

W A

T E

WATER

W A

T E

TOP = 94.87'

SANITARY MANHOLE

TOP = 94.54'

SANITARY MANHOLE

TOP = 94.41'

SANITARY MANHOLE

TOP = 95.10'

SANITARY MANHOLE

S A

N H

O L E

TOP = 96.12'

SANITARY MANHOLE

W A

T E

W A

T E

R W

A T

E R

W A

T E

R W

A T

T E

R W

A T

E R

W A

T E

W A

T E

R W

A T

E R

S S

W A

T E

R W

A T

E R

ELEV. = 97.87'

CONCRETE SIDEWALK

SET BOX CUT IN CENTERLINE OF

TBM 19

ELEV. = 97.51'

AT PALMETTO ELEMENTARY SCHOOL

CORNER OF A CONCRETE SIDEWALK

SET BOX CUT AT NORTHWEST

TBM 20

ELEV. = 94.84'

HIDDEN CREEK VILLAS ENTRANCE

OF A CONCRETE SIDEWALK IN

SET BOX CUT IN CENTERLINE

TBM 21

ELEV. = 98.57'

IN EDGE OF ASPHALT ROAD

SET NAIL & DISK "TRAV PT LB 6556"

TBM 22

G R

O U

B O

G R

O U

B O

W A

T E

WATER

W A

T E

W A

T E

W A

T E

WATER

W A

T E

W A

T E

WATER

W A

T E

W A

T E

WATER

W A

T E

W A

T E

WATER

W A

T E

130 135 140 145 150

C P P

INV. = 83.91'

R O

U L E

V A

R D

D U S

E N

U E

AMERICANA CANAL

S E

C T . 16

S E

C T . 2

L P

B L

O S

R R

A C

CITRUS GLEN APARTMENTS

BASIN A

AMERICANA

CROSSINGS

MILLENIA WEST

R O

U L E

V A

R D

AMERICANA CANAL

CITRUS GLEN APARTMENTS

MYAKKA DRIVE

HIDDEN CREEK VILLAS

SCHOOL

PALMETTO ELEMENTARY

PRE-SCHOOL

ROYAL ACADEMY

55 58

0 50

Feet

N drainage concerns.

and to assist construction personnel with

This sheet is in the plans for documentation

SHEET FOR CONSTRUCTION PURPOSES.

DO NOT USE INFORMATION ON THIS

NWL, 84.29 NAVD

{ CONST.

LEGEND

DRAINAGE DIVIDES

DRAINAGE FLOW ARROW

S-137 = 0.35 ac.

S-138 = 0.28 ac.

S-139 = 0.18 ac.

S-140 = 0.22 ac.

S-141 = 0.15 ac.

S-142 = 0.17 ac.

S-143 = 0.14 ac.

S-144 = 0.16 ac.

S-145 = 0.33 ac.

S-146 = 0.37 ac.

S-147 = 0.31 ac.

S-148 = 0.27 ac

CONTRIBUTING AREAS

S-135

S-136

S-137

S-138

S-139

S-142

S-143

S-144

S-145

S-146

S-147

S-148

92.81

DHW-50YR

O-111

CD-272" RCP

DOUBLE

SW 1

S-140B

S-148A

100 YEAR FLOODPLAIN LIMITS

S-140A

CD-2A

L P

S-141

S-140

S-133

BY OTHERS

IMPROVEMENTS

S-140D

S-140C

S-135 = 0.68 ac.

S-136 = 0.53 ac.

{ CONST. TEXAS AVENUE

STA. 133+84.45

BEGIN PROJECT

S-135

S-136

S-135A

S-136A

N00°07'40"W

21 16

22 15 N00°15'05"W

N00°15'05"W N00°15'05"W

N00°15'05"W

1"=10' VERT.

SCALE: 1"=200' HORIZ.

E L

S-140

S-138 S-136

S-144 S-146

S-148

SHW SHW

SHW

SHW SHW SHW SHW

SHW SHW

SHW

SHW SHW

FL 89.30

24" RCP

FL 89.00

24" RCP

CD-2

FL 81.21

DOUBLE 72" RCP

S-148A

FL 89.50

24" RCP

18" RCP

FL 88.00

FL 88.60

FL 88.30

FL 86.00

24" RCP

S-141

S-143

FL 88.10

FL 88.30

FL 88.50

S-140C

S-140D

S-140B

24" RCP

FL 87.60

FL 87.00

FL 86.70

PROFILE GRADE LINE

{ CONST. TEXAS AVENUE

STA. 133+84.45

BEGIN PROJECT

STA. 134+75.01

BEGIN PGL

@ { CONST.

EXISTING GROUND LINE

E L

S-133

FL 91.40

RCP

18"

FL 91.00

FL 86.70

S-135A

S-136A

FL 91.30

CONC. SIDEWALK

C O

N C . S

W A

L K

C O

N C . S

W A

L K

C O

N C . S

W A

L K

C O

N C . S

W A

L K

CONC. SIDEWALK CONC. SIDEWALK

E/P

E/P E/P

E/P

E/P E/P

E/P

C O

N C

ELEC

SAN

ELEC

SAN

TEL

SAN

WATER

A/C UNITS

CONC. WITH

BOC

E/P

ASPHALT PARKING AREA

A S

P H

R K

E A

ELEC

BREAKER BOX

SIGN FOR CITRUS GLEN

TEL.

TSB

BREAKER BOX

ELECTRIC METER

STATION

CONC. LIFT

A/C UNIT

CONC. WITH

LID

ARV

TEL. SERVICE CABINET

B O

G R

N B

O C

B O

BOC

TOP

TOE

TOP

TOE

' B

L L

BOC BOC

E/P

E P

B O C

CONC. WALK

BUILDING NOT LOCTED

E/P

BOC

E/C

BOC

8' CHAIN LINK FENCE

CONC. WALK

WITH 7' CONC. WALL

CONC. DUMPSTER PAD

WALL

BRICK

WALL

BRICK

DRIVE

ASPHALT

S P

E E

B U

M P

B U

M P

S P

E E

BOC

CONC. SIDEWALK

E N

C E

X E

C O

N C

R G

TEL. CABINET

5' CONC. WALL

B O

TOP = 98.31'

SANITARY MANHOLE

TOP = 97.87'

SANITARY MANHOLE

TOP = 98.02'

SANITARY MANHOLEC

L K

CROSS WALK

C R

L K

ASPHALT PARKING AREA

CONCRETE PARKING AREA

ASPHALT PARKING AREA

FIBER OPTIC MARKERS

BURIED TELEPHONE MARKER

S P A N

G U Y

FIBER OPTIC MARKER

CONC.

ELEC

SANTOP

TOE

TOP

TOE

TOP

TOE

TOP

TOE

E/P

BOC BOC

E/P

BOC

E/P

BOC

E/P

TOP

TOE

TOP

FIBER OPTIC MARKER

CONC. CONC.

CONC.

TOP

TOE

T O

T O P

RETENTION AREA

S P

E E

D B

U M

S P

E E

B U

M P

S P

E E

B U

M P

WITH 6' CONC. WALL

CONC. DUMPSTER PAD

WITH 6' CONC. WALL

CONC. DUMPSTER PAD

ASPHALT PARKING AREA

ASPHALT PARKING AREA ASPHALT PARKING AREA

GATE

DRIVE

ASPHALT

FACE OF BUILDING

CONC. SIDEWALK

E/P

BOC

CONC.

C O

N C

E W

A L

C O

N C

E W

A L

B O

CONC. SIDEWALK

BOC

E/P

CONC. SIDEWALK

E/P

BOC

O U

G H

O N

E N

C E

PLAYGROUND AREA

A S

P H

A S

P H

B O

E/P

6' WROUGHT IRON FENCE6

' C

E N

C E

A/C UNITS

CONC. WITH

CONC.

E L E

WITH METER

ELECTRIC BOX

B O

T O P

T O

T O P

TOP

TOE

TOP

FIBER OPTIC MARKER

PULL BOX

FIBER OPTIC

R K

E R

TEXAS AVENUE

A M

E R

U L E

V A

R D

A M

E R

U L E

V A

R D

TEXAS AVENUE

TEXAS AVENUE TEXAS AVENUE

TEXAS AVENUE

WATER

W A

T E

E L E

S S

WATER

CONC.

E N

C E

METAL LIDS

CONC. WITH

CONC. WALL

WITH 7'

DUMPSTER PAD

CONC.

CONC. SIDEWALK

STRUCTURE

STUCCO

2 STORY

BOC

E/ P

B O

A S

P H

A S

P H

BOC

E/P

BOC

E/P

BOC

B O

ASPHALT PARKING AREA

CONC. SIDEWALK

BOC

E/P

CONC. SIDEWALK

E/P

BOC

6' WROUGHT IRON FENCE

F E

N C

O D

CONC. DUMPSTER PAD

CONC. SIDEWALK CONC. SIDEWALK

C O

N C . S

W A

L K

6' WROUGHT IRON FENCE

TOP = 98.27'

(NO ACCESS)

DRAINAGE MANHOLE

INV. N = 95.41'

TOP = 97.81'

GRATE

12" PLASTIC

INV. S = 95.49'

INV. N = 95.64'

TOP = 97.89'

GRATE

LOCATED

END NOT

INV. S = 95.35'

INV. N = 95.12'

TOP = 98.07'

GRATE

INV. E = 93.27'

TOP = 95.10'

CATCH BASIN

M P

INV. W = 92.70'

INV. E = 92.70'

TOP = 97.88'

CATCH BASIN

15" CMP

INV. W = 92.60'

INV. S = 91.98'

INV. N = 91.93'

TOP = 98.60'

DRAINAGE MANHOLE

30" RCP 30" RCP

30" RCP

C P

LOCATED

END NOT

18" RCP

INV. W = 91.46'

INV. E = 91.32'

INV. N = 91.46'

TOP = 95.74'

CATCH BASIN

INV. S = 92.03'

TOP = 94.53'

CATCH BASIN

C P

INV. W = 90.89'

INV. S = 90.89'

INV. E = 90.79'

TOP = 96.64'

CATCH BASIN

INV. W = 90.61'

INV. E = 90.85'

TOP = 98.07'

DRAINAGE MANHOLE

INV. W = 90.76'

INV. E = 90.77'

TOP = 97.57'

CATCH BASIN

C P

30" RCP

C P

(6" PVC)

INV. S = 93.91'

INV. S = 91.09'

TOP = 95.83'

(OUTFALL STRUCTURE)

CATCH BASIN

INV. N = 94.00'

TOP = 97.87'

CURB INLET

18" RCP 18" RCP

INV. S = 93.63'

INV. N = 93.79'

TOP = 97.46'

DRAINAGE MANHOLE

INV. S = 93.48'

(18" RCP)

INV. N = 93.45'

TOP = 97.74'

CURB INLET

INV. W = 90.72'

INV. E = 90.80'

INV. N = 90.98'

TOP = 98.02'

DRAINAGE MANHOLE

P U

T E

L E

P H

O N

TEXAS AVENUE

5' CONC. WALL

SIGN

(PLAYGROUND EQUIPMENT)

BUS STOP

BFPV

SAN

H O

N O

A D

PUBLISHED ELEV. = 99.77'

A SANITARY LIFT STATION #3169

"L-1225-015" IN THE NE CORNER OF

FOUND 3" ALUMINUM DISK STAMPED

ORANGE COUNTY BM L-1225-015

ELEV. = 96.62'

(HUNTINGTON APARTMENTS)

OF PARKING AREA AT APARTMENT #5068

SET BOX CUT AT BACK OF CURB AT CORNER

TBM 11

ELEV. = 98.03'

OF CONC. PAD FOR TRANSFORMER

SET BOX CUT IN SE CORNER

TBM 12

ELEV. = 97.84'

IN SE CORNER OF ASPHALT PARKING AREA

SET BOX CUT IN FACE OF CONC. SIDEWALK

TBM 14

ELEV. = 96.67'

CORNER OF ASPHALT PARKING AREA

CONCRETE SIDEWALK AT NW

SET BOX CUT ON FACE OF

TBM 10

SPACES

2 PARKING

10 PARKING SPACES

A R

P A

C E

22 PARKING SPACES

15 PARKING SPACES 13 PARKING SPACES

7 PARKING SPACES

(DOUBLE YELLOW LANE LINES)

6 PARKING SPACES

17 PARKING SPACES 18 PARKING SPACES 8 PARKING SPACES

9 PARKING SPACES 9 PARKING SPACES

9 PARKING SPACES11 PARKING SPACESSPACE

1 PARKING

SAN

WATERWATER

WATERWATERWATERWATER

A S

P H

(APARTMENTS)

STRUCTURE

2 STORY

(APARTMENTS)

STRUCTURE

2 STORY

(APARTMENTS)

STRUCTURE

2 STORY

2' METAL BARS

6' CONC. WALL WITH

2' METAL BARS

6' CONC. WALL WITH

TOP

(APARTMENTS)

STRUCTURE

2 STORY

E N

C E

O U

G H

B O

A/C UNITS

CONC. WITH

A/C UNITS

CONC. WITH

TOP = 96.59'

SANITARY MANHOLE

FIBER OPTIC MARKER

TOP = 97.35'

SANITARY MANHOLE

E/P

BOC

CONC. SIDEWALK

S S

E L E

S A

W A

T E

W A

T E

(A P

A R

T M

E N

T S

S T

R U

C T

U R

T O

R Y

(A P

A R

T M

E N

T S

S T

R U

C T

U R

T O

R Y

(A P

A R

T M

E N

T S

S T

R U

C T

U R

T O

R Y

(A P

A R

T M

E N

T S

S T

R U

C T

U R

T O

R Y

C O

N C . W

C O

N C . W

C O

N C . W

C O

N C . W

C O

N C . S

W A

L K

B O

C O

N C . S

W A

L K

B O

C G

R A

B O

A M

E R

U L E

V A

R D

C O

N C . S

W A

L K

WALL

6' CONC.

T O P

E/P

BOC

ARPANA DRIVE

R K

E R

T O P

W A

L L

O N

W A

L L

O N

ASPHALT DRIVE

A S

P H

R K

E A

A S

P H

R K

E A

B O

O P

C O

V E

R E

O P

C O

V E

R E

O P

T O P

E P

B O

C O

N C . D

A S P

H A

B O

E P

E/P

BOC

B O

C A

S P

H A

D R

C O

N C

C O

N C . P

A R

E A

B O

A R

E A

A S

P H

R K

. W

C U

R B

L E

. E

C U

R B

L E

C P

M A

R K

E R

S E

W E

S S

A R

P A

C E

A R

P A

C E

S 1 P

A R

P A

C E

FIBER OPTIC MARKER

6' CONC. WALL WITH WROUGHT IRON

6' CONC. WALL WITH WROUGHT IRON 6' CONC. WALL WITH WROUGHT IRON

FIBER OPTIC MARKERELECTRIC RISER

OVERHANG OVERHANG OVERHANG

CROSSWALK

6 BFPVs

A R

P A

C E

(D O

U B

L L

E S

A R

S P

A C E S

O V E

R H

A N

G O

V E

R H

A N

O V E

R H

A N

G O

V E

R H

A N

E L E

N T

G T

A R

T M

E N

T S

E W

A L

T B

S S

S A

N C

C E

T O P

TOP

TOE

T O

T O E

C O

N C . S

L W

A Y

C O

N C . S

L W

A Y

C O

N C . S

L W

A Y

T O P

T O

B O

P A

D U

M P

S T

E R

C O

N C

A S

P H

R K

ASPHALT PARKING

E/P

7' CONC. WALL

E N

C E

A M

A G

E D

A R

E A

P L

A Y

G R

O U

N D

E Q

M E

N T

P L

A Y

G R

O U

N D

E Q

M E

N T

P L

A Y

G R

O U

N D

E N

C E

E N

C E

N C

O N

C . W

A L L

B E

L L

V C

L O

C A

T E

L O

C A

T E

. E

S A

N H

O L E

ELEV. = 96.36'

IN ASPHALT PARKING LOT

SET NAIL & DISK "TRAV PT LB 6556"

TBM 23

S A

.16

S A

N H

O L E

E INV. = 85.01'

W INV. = 84.97'

S INV. = 84.92'

TOP = 97.79'

SANITARY MANHOLE

SAN

155+00 160+00 165+00 170+00 175+00 180+0070

100 100

90 90

Certificate of Authorization No. 7074

PE No. 56050

Renato E. Chuw, PE p 407.971.8850

Oviedo, Florida 32765

3000 Dovera Drive, Suite 200

5/12/2021 3:08:07 PM F:\Projects\ORC-010-01\North\drainage\DRMPRD12.dgn

REVISIONS

OUNTYCRANGEO

F L O R I D A

G O V E R N M E N T

C O

E E

C T

R O

A L L

A L

L E

F .A .C

WATER

W A

T E

W A

T E

W A

T E

W A

T E

W A

T E

WATER

155 160 165 170 175 180

P L

H O

N O

A D

{ CONST.

TEXAS AVENUE

A M

E R

U L E

V A

R D

AMERICANA PLAZA

PARK CENTRAL

BASIN A BASIN B

} SURVEY AMERICANA BOULEVARD

SAVANNAH

BELMONT AT PARK CENTRAL CONDOMINIUM

ON THE

HUNNINGTON

GREEN

ALAHAMBRA COURTS

CHEVRON

{ CONST. POND B-5

73 75

0 50

Feet

{ CONST. TEXAS AVENUE

STA. 181+40.00

END PROJECT

CROSSINGS

AMERICANA

drainage concerns.

and to assist construction personnel with This sheet is in the plans for documentation

SHEET FOR CONSTRUCTION PURPOSES.

DO NOT USE INFORMATION ON THIS LEGEND

DRAINAGE DIVIDES

DRAINAGE FLOW ARROW

CONTRIBUTING AREAS

S-149

S-150

S-151

S-152

S-153

S-154

S-157

S-200

S-201

S-202

S-203

S-204

S-205

S-206

S-212

S-216

S-213

S-217

S-218

S-219

S-220

S-222

S-221

S-155

S-200A

S-158

O-202

O-200 O-200A

O-201

S-219A

{ CONST. TEXAS AVENUE

STA. 159+82.20

} SURVEY AMERICANA BLVD. =

STA. 1013+26.04

TEXAS AVENUE

STA. 165+59.10 CL. CONST.

STA. 400+00.00 { CONST. POND B5

S-214

S-215

S-158 = 0.29 ac.

S-157 = 0.42 ac.

S-156 = OMITTED

S-154 = 0.15 ac.

S-153 = 0.10 ac.

S-152 = 0.07 ac.

S-151 = 0.26 ac.

S-150 = 0.11 ac.

S-149 = 0.31 ac.

S-148A = 0.06 ac.

S-213 = 0.31 ac.

S-212 = 0.33 ac.

S-206 = 0.19 ac.

S-205 = 0.19 ac.

S-204 = 0.18 ac.

S-203 = 0.17 ac.

S-202 = 0.15 ac.

S-201 = 0.20 ac.

S-200A = 0.08 ac.

S-200 = 0.07 ac.

S-222 = 0.09 ac.

S-221 = 0.32 ac.

S-220 = 0.15 ac.

S-219A = 0.35 ac.

S-219 = 0.19 ac.

S-218 = 0.09 ac.

S-217 = 0.24 ac.

S-216 = 0.33 ac.

S-215 = 0.16 ac.

S-214 = 0.15 ac.

S-207

S-208

S-207A

1"=10' VERT.

SCALE: 1"=200' HORIZ.

{ CONST. TEXAS AVENUE

STA. 181+40.00

END PROJECT

E L

S-207 S-206

S-204 S-203

S-202S-200 S-150 S-151

S-152 S-154 S-221

S-219S-218 S-217S-215S-213

SHW

SHW SHW

SHW

SHW SHW

SHW SHW SHW SHW

24" RCP

FL 90.00

FL 90.40

FL 90.90

FL 93.50

FL 90.10

36" RCP

FL 90.40

FL 90.60

24" RCP

36" RCP

24" RCP

18" RCP

29" x 45" RCP

36" RCP 36" RCP

24" RCP

FL 90.70

FL 88.00

FL 93.30

18" RCP

FL 90.60

FL 90.50

18" RCP

FL 90.30 18" RCP

FL 90.10

@ { CONST.

EXISTING GROUND LINE

PROFILE GRADE LINE

30" RCP

FL 91.80

FL 91.00 FL 91.50

FL 89.90

24" RCP

FL 89.80

FL 87.80

N C

E W

A L

C O

N C

E W

A L

CONC. SIDEWALK

CONC. SIDEWALKCONC. SIDEWALK

C O

N C

E W

A L

K C

O N

E W

A L

P E

CONC.

E L E

S A

E L E

S A

T E

S A

W A

T E

W A

T E

C O

N C

B O

ASPHALT PARKING AREA

E L E

B R

E A

N T

E L

T S

B R

E A

E L E

C T

T E

S T

A T

C O

N C

T A

C O

N C

A R

T E

S E

R V

E T

E/P

BOC

GRASS MEDIAN

GRASS MEDIAN BOC

E/P

BOC

B O

T O P

T O

T O P

T O

4' B

B O

C B

O C

C O

N C

W A

L K

B U

C T

E D

B O

C E

B O

E N

C E

C O

N C

W A

L K

O N

W A

L L

C O

N C

D U

M P

S T

W A

L L

B R

W A

L L

B R

D R

A S

P H

A L T

SPEED

BUMP

SPEED

B O

C O

N C

E W

A L

7' CHAIN LINK FENCE

FIBER OPTIC BOXES

CONC. WITH LARGE

T E

C A

E T

O N

W A

L L

BOC

E/P

S A

N H

O L E

SIGN

S A

N H

O L E

S A

N H

O L E

CROSS WALK

C R

L K

C R

L K

CROSS WALK

A S

P H

R K

E A

C O

N C

R E

R K

E A

A S

P H

R K

E A

R K

E R

B U

L E

P H

R K

E R

S P A N

G U Y

R K

E R

C O

N C

C O

N C

C O

N C

C O

N C

E L E

T O P

T O

T O P

T O

T O P

T O

T O P

T O

E E

B O

C B

O C

R K

E R

C O

N C

C O

N C

C O

N C . T

O P

T O P

T O

TOE

TOP

R E

T E

N T

E A

EED

BUMP

SPEED

BUMP

O N

W A

L L

C O

N C

D U

M P

S T

A S

P H

R K

E A

A S

P H

R K

E A

FIBER OPTIC MARKER

AMERICANA BOULEVARD

T E

E N

U E

T E

E N

U E

T E

E N

U E

S S

PULL BOX

TELEPHONE

O P

S A

S P

A C

E S

A R

10 PARKING SPACES

A R

P A

C E

A R

P A

C E

R K

P A

C E

A R

P A

C E

(D O

U B

L L

E S

A R

P A

C E

A R

P A

C E

R K

E R

ELEC

SAN

WATER

SAN

WATER

GASGASGAS

(APARTMENTS)

STRUCTURE

2 STORY

(APARTMENTS)

STRUCTURE

2 STORY

(APARTMENTS)

STRUCTURE

2 STORY

(APARTMENTS)

STRUCTURE

2 STORY

A/C UNITS

CONC. WITH

A/C UNITS

CONC. WITH

A/C UNITS

CONC. WITH

A/C UNITS

CONC. WITH

CONC. SIDEWALK

BOC

E/P

BOC

CONC. SIDEWALK

BOCGRASS MEDIAN

BOC

E/P

BOC

E/P

BOC

E/P

AMERICANA BOULEVARD

BOC

CONC. SIDEWALK

5' CONC. WALL

TOE

TOP

TOE

W A

L L

O N

TOP

TOPTOP

TOP

B O

A R

P A

GAS MARKER

TOP

WALL

6' CONC.

WALL

6' CONC.

A S

P H

ASPHALT PARKING AREA

BOC

E/P

BUS STOP

COVERED

BUS STOP

COVERED

TOP TOP

T O P

E/P

BOC

CONC. SIDEWLK

BOC

E/P

BOC

GRASS MEDIAN

AMERICANA BOULEVARD

CONC. DRIVE

ASPHALT DRIVE

BOC

E/P

E P

B O

CONC.

ASPHALT

CONC. (GAS PUMPS)

OVERHANG CONC. DRIVE

E/PE/C

CONC. DRIVE

ASPHALT DRIVE

E/CBOC

BOC

E/C

ASPHALT DRIVE

DRIVE

CONC.

CONC. PARKING AREA

CONC. PRKING AREA

CON

C. P

A R K

G A R E

E/P

BOC

AREA

ASPHALT PARKING

MARKER

FIBER OPTIC

MARKER

GAS

MARKER

SEWER

MARKER

SEWER

MARKER

FIBER OPTIC

E/P

E/C

7 PARKING SPACES

20 PARKING SPACES

21 PARKING SPACES

O V

E R

H A

N G

10 PARKING SPACES

(DOUBLE YELLOW LANE LINES)

15 PARKING SPACES

(DOUBLE YELLOW LANE LINES)

14 PARKING SPACES

BFPV AMERICAN PLAZA

SIGN FOR

OUB

LLOW

N E

LIN

E S

P A R K

G S P A

OVERHANG OVERHANG

SAN

ELEC

SAN

WATER

SAN

SSSS

SSSSSS

WATER

SAN

7' WOOD FENCE

7' CHAIN LINK FENCE

TOP

T O P

T O

TOE

TOP

TOE

TOP

TOE

TOP

TOE

T O

E T O P

T O P

T O

T O P

T O

E/P

BOC BOC

E/P

PAD

DUMPSTER

CONC.

ASPHALT PARKING

A S

P H

R K

E/P

O N

W A

L L

FENCE (DAMAGED)

5' CHAIN LINK

AREA

PLAYGROUND

EQUIPMENT

PLAYGROUND

EQUIPMENT

PLAYGROUND

7' CHAIN LINK FENCE

7' WOOD FENCE

8' CONC. WALL

BEGIN WALL

8' CONC. WALL

8' CHAIN LINK FENCE

E N

C E

T O P

TOP TOP

TOP

ASPHALT PARKING

E/PE/P

MAILBOXES

CONC. PADS FOR

' C

H A

LIN

F E

N C E

E P

B O C

E N

C E

B O

C O

N C

E W

A L

B O

E/P

C O

N C

E W

L K

B O

C O

N C

E W

A L

B O

E/P E/P

E/P

ASPHALT PARKING

ASPHALT PARKINGASPHALT

RAMP

CONC.

STRUCTURE

1 STORY

STRUCTURE

1 STORY

6' WOOD FENCE

C O

N C

AROUND DUMPSTER

6' WOOD FENCE

8' CONC. WALL

6' CHAIN LINK FENCE

6' IRON FENCE

BEGIN IRON FENCE

END CHAIN LINK FENCE

W O

O D

E A

W O

O D

E A

W O

O D

E A

POSTS

4"X4" WOOD

MARKED W1-1

WETLAND FLAG

MARKED W1-2

WETLAND FLAG

MARKED W1-3

WETLAND FLAG

MARKED W1-4

WETLAND FLAG B

E A

E L E

C T

T R

A N S

F O

R M

ELECTRIC LINES

MARKING BURIED

FOUND OLD PAINT

V C

6" PVC

LOCATED

END NOT

LOCATED

END NOT

LOCATED

END NOT

INV. S = 89.62'

INV. E = 89.96'

INV. N = 89.11'

TOP = 97.18'

MANHOLE

SANITARY 10

V C

TOP = 97.42'

SANITARY MANHOLE

TOP = 97.08'

SANITARY MANHOLE

10" PVC10" PVC

LOCATED

END NOT

LOCATED

END NOT

INV. W = 88.95'

INV. E = 88.66'

TOP = 97.23'

SANITARY MANHOLE

PULL BOX

TELEPHONE

CYPRESS TREE (TYPICAL)

GROUND ELEV. = 96.5'

NO IDENTIFICATION

BORING

GROUND ELEV. = 97.8'

BORING AB-5/B2

B O

C O

N C

E W

A L

TOE

TOP

TOE

T R

A N S

F O

R M

E R

ASPHALT PARKING AREA

ASPHALT DRIVE

3' BLOCK WALL

O U

G H

O N

E N

C E

6' WOOD FENCE

5' CHAIN LINK FENCE

4' CHAIN LINK FENCE

L A

D O

U B

L L

O W

(NO PARKING, DUMPSTER AREA)

SINGLE YELLOW LANE LINES

SAN SAN SAN

N INV. = 87.29 (FIELD MEASURED)

TOP = 97.25'

SANITARY MANHOLE

W INV. = 87.16'

E INV. = 87.16'

TOP = 97.00'

SANITARY MANHOLE

W INV. = 88.00'

S INV. = 88.27'

E INV. = 88.40'

TOP = 96.50'

SANITARY MANHOLE

W INV. = 88.95'

N INV. = 88.95'

TOP = 97.10'

SANITARY MANHOLE

S A

N H

O L E

INV. W = 89.94'

INV. E = 90.00'

TOP = 96.85'

DRAINAGE MANHOLE

42" RCP36" RCP

C P

U N

A B

LOCATED

END NOT

INV. N, S, & W = 87.26'

TOP = 85.23'

DRAINAGE MANHOLE

RHSLC196.662

SEWER LINE

W A

T E

WATER

W A

T E

W A

T E

W A

T E

SAN

ELEC

SAN

WATER

SAN

SSSS

SSSSSS

WATER

SAN

CONC. SPILLWAY

CONC. SPILLWAY CONC. SPILLWAY CONC. SPILLWAY

C O

N C

S P

L W

A Y

RCP

30"LOCATED

END NOT

C P

BOTTOM = 91.72'

INV. NE = 91.70'

INV. W = 91.75'

TOP = 95.99'

CATCH BASIN

INV. = 91.47'

U-TYPE ENDWALL

INV. = 86.35'

WINGED ENDWALL

30" RCP

INV. W = 88.15'

INV. E = 86.37'

INV. N = 87.11'

TOP = 95.15'

CURB INLET

INV. E = 88.37'

INV. NW = 88.60'

TOP = 95.11'

CURB INLET

" R

C P

30" RCP

INV. W = 88.58'

INV. SE = 88.57'

TOP = 95.67'

DRAINAGE MANHOLE

V C

6" PVC

LOCATED

END NOT

LOCATED

END NOT

LOCATED

END NOT

INV. S = 89.62'

INV. E = 89.96'

INV. N = 89.11'

TOP = 97.18'

MANHOLE

SANITARY 10

V C

TOP = 97.42'

SANITARY MANHOLE

TOP = 97.08'

SANITARY MANHOLE

TOP = 97.25'

SANITARY MANHOLE

10" PVC10" PVC

LOCATED

END NOT

LOCATED

END NOT

INV. W = 88.95'

INV. E = 88.66'

TOP = 97.23'

SANITARY MANHOLE

42" RCP

LOCATED

END NOT

42" RCP

C P

42" RCP

INV. E = 89.26'

TOP (GRATE) = 96.30'

OUTFALL STRUCTURE

S L

V A

L V

INV. W = 88.33'

INV. E = 88.84'

INV. N = 90.30'

TOP = 98.40'

DRAINAGE MANHOLE

BOTTOM = 87.57'

INV. W = 87.61'

INV. E = 87.78'

TOP = 96.73'

(4) DRAINAGE MANHOLES

CONC. STRUCTURE WITH

E L E

P H

R K

R A

T B

ELEV. = 97.57'

IN ASPHALT PARKING LOT

SET NAIL & DISK "TRAV PT LB 6556"

TBM 24

ELEV. = 96.93'

"TRAV PT LB 6556" IN DRIVE

SET NAIL & DISK

TBM 25

ELEV. = 96.35'

IN ASPHALT PARKING LOT

SET NAIL & DISK "TRAV PT LB 6556"

TBM 26

ELEV. = 97.61'

"TRAV PT LB 6556" IN DRIVE

SET NAIL & DISK

TBM 27

ELEV. = 96.84'

"TRAV PT LB 6556" IN DRIVE

SET NAIL & DISK

TBM 28

GROUND ELEV. = 96.5'

NO IDENTIFICATION

BORING

GROUND ELEV. = 97.8'

BORING AB-5/B2

48" RCP

T E

E N

U E

AMERICANA BOULEVARD

PARK CENTRAL

P { CONST. POND B-5

} SURVEY AMERICANA BOULEVARD

AMERICANA PLAZA

ON THE

HUNNINGTON

GREEN

B-5

S-212

S-203 S-206

S-202

S-200

S-201

S-153S-158 S-157 S-154

0 50

Feet

20071

S-213

S-205

Certificate of Authorization No. 7074

PE No. 56050

Renato E. Chuw, PE p 407.971.8850

Oviedo, Florida 32765

3000 Dovera Drive, Suite 200

DRAINAGE CONCERNS.

TO ASSIST CONSTRUCTION PERSONNEL WITH

IS IN THE PLANS FOR DOCUMENTATION AND

FOR CONSTRUCTION PURPOSES. THIS SHEET

DO NOT USE INFORMATION ON THIS SHEET

0.80 AC. NWL

405+00 410+00400+00

SCALE: 1"=200' HORIZ.

1"=10' VERT.

100 100

{ CONST. TEXAS AVE.

S-208

S-209

S-210S-207

O-202

S-155

POND

T O

V D

20' DRAINAGE EASEMENT

70 70

O-200

O-201

S-200A

S-207A

S-210

S-211

OCS-B5

S-211A

@ { CONST. POND B-5

EXISTING GROUND LINE

TEXAS AVENUE

STA. 165+59.10 CL. CONST.

STA. 400+00.00 { CONST. POND B5

{ CONST. TEXAS AVENUE

STA. 159+82.20

} SURVEY AMERICANA BLVD. =

STA. 1013+26.04

5/12/2021 3:08:17 PM F:\Projects\ORC-010-01\North\drainage\DRMPRD13.dgn

REVISIONS

OUNTYCRANGEO

F L O R I D A

G O V E R N M E N T

S-210A

S-208 S-209

S-210A

S-207

S-204

C O

E E

C T

R O

A L L

A L

L E

F .A .C

G I

S E

F N

R T

S T

FL 87.80

42" PIPE

FL 82.80

FL 82.65

42" PIPE 42" PIPE

FL 87.10FL 87.80 FL 86.80

FL 82.46

PIPE

42"

S-211

FL 87.10

1005 1010 1015

400 405 410

95.21

15" CMP

E INV. 95.21

12"X18" OVAL RCP

TOP EL. 97.59

MANHOLE

W INV. 95.27

E INV. 95.18

12"X18" OVAL RCP

TOP EL. 96.83

CATCH BASIN

W INV. 95.41

15" RCP

CONC. HEADWALL

E INV. 95.63

15" RCP

CONC. HEADWALL

E INV. 95.42

18" RCP

CONC. HEADWALL

S INV. 95.11

N INV. 96.09

18"X29" OVAL CMP

TOP EL. 97.10

CATCH BASIN

INV. 95.98

TOP EL. 97.10

MES

N INV. 94.39

18" PLASTIC

TOP EL. 96.60

CATCH BASIN

INV. 96.17

MES

S INV. 93.57

N INV. 93.51

18" PLASTIC

TOP EL. 96.36

CATCH BASIN

CONCRETE SPILLWAY

NW INV. 91.33

15" RCP

N INV. 92.80

15" CMP

TOP EL. 97.27

MANHOLE

W INV. 91.86

15" CMP

TOP EL. 96.71

CURB INLET

TOP EL. 96.80

MANHOLE

NW INV. 85.04

S INV. 91.64

18" PLASTIC

SE INV. 91.28

15" RCP

TOP EL. 95.63

CATCH BASIN

N INV. 80.47

84" RCP

CONC. HEADWALL

W INV. 81.29

84" RCP

CONC. HEADWALL

NW INV. 82.45

48" CMP

TOP EL. 92.54

CURB INLET

TOP EL. 92.62

CURB INLET

SE INV. 84.17

48"CMP

TOP EL. 93.32

MANHOLE

W INV. 87.68

36"CMP

TOP EL. 93.33

MANHOLE

CONC. HEADWALL

TOP EL. 92.96

CURB INLET

TOP EL. 93.09

CURB INLET

TOP EL. 94.57

CATCH BASIN

TOP EL. 98.27

(NO ACCESS)

MANHOLE

N INV. 95.41

TOP EL. 97.81

INLET

S INV. 95.49

N INV. 95.64

12" PLASTIC

TOP EL. 97.89

INLET

E INV. 93.27

12" CMP

TOP EL. 95.10

CATCH BASIN

E INV. 92.70

15"CMP

W INV. 92.70

12" CMP

TOP EL. 97.88

CATCH BASIN

S INV. 95.35

N INV. 95.12

12" PLASTIC

TOP EL. 98.07

INLET

W INV. 90.89

S INV. 90.89

30" RCP

E INV. 90.79

36" RCP

TOP EL. 96.64

CATCH BASIN

W INV. 91.32

30" RCP

N INV. 91.46

18" RCP

W INV. 91.46

24" RCP

TOP EL. 95.74

CATCH BASIN

W INV. 90.61

E INV. 90.85

36" RCP

TOP EL. 98.07

MANHOLE

W INV. 90.76

E INV. 90.77

36" RCP

TOP EL. 97.57

CATCH BASIN

W INV. 90.72

E INV. 90.80

36" RCP

N INV. 90.98

30" RCP

TOP EL. 98.02

MANHOLE

S INV. 93.91

6" PVC

S INV. 91.09

30"RCP

TOP EL. 95.83

(OUTFALL STRUCTURE)

CATCH BASIN

S INV. 92.03

18" RCP

TOP EL. 94.53

CATCH BASIN

N INV. 94.00

18" RCP

TOP EL. 97.87

CURB INLET

W INV. 95.36

18" RCP

N INV. 95.57

18"X29" OVAL CMP

TOP EL. 97.49

CATCH BASIN

W INV. 94.48

E INV. 94.53

15" CMP

TOP EL. 94.56

(OUTFALL STRUCTURE)

CATCH BASIN

S INV. 91.98

N INV. 91.93

30" RCP

W INV. 92.60

15" CMP

TOP EL. 98.60

MANHOLE

S INV. 93.63

N INV. 93.79

18" RCP

TOP EL. 97.46

MANHOLE

S INV. 93.48

N INV. 93.45

18" RCP

TOP EL. 97.74

CURB INLET

W INV. 89.94

42" RCP

E INV. 90.00

36" RCP

TOP EL. 96.85

MANHOLE

W INV. 88.33

E INV. 88.84

42" RCP

N INV. 90.30

24" RCP

TOP EL. 98.40

MANHOLE

BOTTOM EL. 87.57

W INV. 87.61

E INV. 87.78

42" RCP

TOP EL. 96.73

CONC. STRUCTURE WITH 4 MANHOLES

W INV. 87.26

42" RCP

S INV. 87.26

48" RCP

N INV. 87.26

UNKNOWN SIZE

TOP EL. 85.23

MANHOLE

E INV. 89.26

30" RCP

TOP GRATE EL. 96.30

OUTFALL STRUCTURE

INV. 91.47

30" RCP

U-TYPE ENDWALL

NE INV. 91.70

W INV. 91.75

30"RCP

TOP EL. 95.99

CATCH BASIN87

SE INV. 88.57

W INV. 88.58

30" RCP

TOP EL. 95.6

MANHOLE

E INV. 88.37

NW INV. 88.60

30" RCP

TOP EL. 95.11

CURB INLET

S INV. 93.63

W INV. 88.15

48" RCP

E INV. 86.37

30" RCP

N INV. 87.11

48" RCP

TOP EL. 95.51

CURB INLET

INV. 86.35

48" RCP

WINGED ENDWALL

E INV. 95.29

14"X23" OVAL RCP

W INV. 95.18

15" CMP

S INV. 95.54

N INV. 95.18

18"X29" OVAL CMP

TOP EL. 97.39

CATCH BASIN

OUNTYCRANGEO

F L O R I D A

G O V E R N M E N T

5/12/2021 3:08:23 PM F:\Projects\ORC-010-01\North\drainage\DRMPRD01.DGN

NO.

EXISTING DRAINAGE DATA

REVISIONS

Certificate of Authorization No. 7074

PE No. 56050

Renato E. Chuw, PE p 407.971.8850

Oviedo, Florida 32765

3000 Dovera Drive, Suite 200

C O

E E

C T

R O

A L L

A L

L E

F .A .C

STATION

2% PROB.

DISCHARGE STAGE DISCHARGE DISCHARGE DISCHARGESTAGE STAGE STAGE

50 YR.FREQ. 1% PROB. 100 YR.FREQ.

DESIGN FLOOD BASE FLOOD

SHEET 1 OF 1DATE: 03/06/09

NOTE: THE HYDRAULIC DATA IS SHOWN FOR INFORMATIONAL PURPOSES ONLY, TO INDICATE THE FLOOD DISCHARGES AND

WATER SURFACE ELEVATIONS WHICH MAY BE ANTICIPATED IN ANY GIVEN YEAR. THIS DATA WAS GENERATED USING

HIGHLY VARIABLE FACTORS DETERMINED BY A STUDY OF THE WATERSHED. MANY JUDGEMENTS AND ASSUMPTIONS

ARE REQUIRED TO ESTABLISH THESE FACTORS. THE RESULTANT HYDRAULIC DATA IS SENSITIVE TO CHANGES, PARTICULARLY OF ANTECEDENT CONDITIONS, URBANIZATION, CHANNELIZATION, AND LAND USE. USERS OF THIS

DATA ARE CAUTIONED AGAINST THE ASSUMPTION OF PRECISION WHICH CAN NOT BE ATTAINED. DISCHARGES ARE

IN CUBIC FEET PER SECOND AND STAGES ARE IN FEET, NAVD, 1988.

DEFINITIONS:

DESIGN FLOOD:

BASE FLOOD:

OVERTOPPING FLOOD:

GREATEST FLOOD:

PROB.

YR.

FREQ.

YR.

FREQ.

PROB.

NO.

STRUCTURE

FLOOD

OVERTOPPING

FLOOD

GREATEST

0.2 429

238.37 93.12

THE FLOOD SELECTED BY F.D.O.T. TO BE

UTILIZED TO ASSURE A STANDARD LEVEL

OF HYDRAULIC PERFORMANCE.

THE FLOOD HAVING A 1% CHANCE OF BEING

EXCEEDED IN ANY YEAR. (100 YR. FREQUENCY)

THE FLOOD WHERE FLOW OCCURS (A) OVER THE

HIGHWAY (B) OVER A WATERSHED DIVIDE OR

THE MOST SEVERE FLOOD WHICH CAN BE

PREDICTED WHERE OVERTOPPING IS NOT PRACTICABLE,

NORMALLY ONE WITH A 0.2% CHANCE OF BEING

EXCEEDED IN ANY YEAR. (500 YR. FREQUENCY)

PREPARED BY:

CD-2

143+92.12 336.7202.21

CIP NO. 5027

93.76 94.26

RENATO E. CHUW, P.E.

OUNTYCRANGEO

F L O R I D A

G O V E R N M E N T

5/12/2021 3:08:24 PM F:\Projects\ORC-010-01\North\drainage\DRFLRD01.DGN

NO.

FLOOD DATA

REVISIONS

Certificate of Authorization No. 7074

PE No. 56050

Renato E. Chuw, PE p 407.971.8850

Oviedo, Florida 32765

3000 Dovera Drive, Suite 200

C O

E E

C T

R O

A L L

A L

F .A .C

TRAFFIC DATA

{ CONST.

TYPE F

CURB AND GUTTER

0.02

R/W LINE

12"

R/W LINE

MILLING

WIDENING

MILLING & RESURFACING WIDENING

VARIES VARIES

4" CONCRETE SIDEWALK

12"

0.02

WIDENING

VARIES

TYPE F

CURB AND GUTTER

SAW CUTSAW CUT

GROUND

NATURAL

GROUND

NATURALVARIES

EXISTING BASE (TO REMAIN)

EXISTING STABILIZATION (TO REMAIN)

STA. 133+84.45 TO STA. 135+25.00

TEXAS AVENUE

TYPICAL SECTION NO. 1

MAX

0.02

OUNTYCRANGEO

F L O R I D A

G O V E R N M E N T

Certificate of Authorization No. 7074

PE No. 40952

Andrew D. DeWitt, PE p 407.971.8850

Oviedo, Florida 32765

3000 Dovera Drive, Suite 200

5/12/2021 3:08:26 PM F:\Projects\ORC-010-01\North\roadway\TYPSRD01.DGN

NO.

TYPICAL SECTION

REVISIONS

(0'-10') (17'-24') (5'-12') (0'-3.5')

RESURFACING

MILLING &

AND GRUBBING

STANDARD CLEARING

AND GRUBBING

STANDARD CLEARING

45.75' R/W

SOD

VARIES

(9'-12.5')

VARIES

SOD

(9'-13')

VARIES (5'-15.5')

R/W VARIES 47.75' STD.

VARIES (20'-29.5')

VARIES (17'-27'')

VARIES (45'-47')

RESURFACING & OVERBUILD

MATCH EXISTING MATCH EXISTING

MILL EXISTING ASPHALT PAVEMENT (1.5")

4 12" STABILIZED SUBGRADE (TYPE B, MIN. LBR-40)

3 12" SOIL CEMENT BASE (300 PSI) (PRIMED)

2 2.5" TYPE SP-12.5 STRUCTURAL COURSE (TRAFFIC C)

1 FRICTION COURSE FC-12.5 (1.5")

FRICTION COURSE FC-12.5 (1.5")

POSTED SPEED = 35 MPH

DESIGN SPEED = 45 MPH

DESIGN HOUR T = 4.9%

K = 9.20% D = 57.75% T = 4% (24 HOUR)

DESIGN YEAR = 2035 AADT = 40,300

C O

E E

C T

R O

A L L

A L

L E

F .A .C

TO REMAIN

EXIST. SIDEWALK

NEW CONSTRUCTION

BIKE LANE

0.02 0.02

11' 11'

12'

BIKE LANE

11'11'

12'

26'26'

STANDARD CLEARING AND GRUBBING

{ CONST.

22' 22'

TYPE F

CURB AND GUTTER

5'-6" 5'-6"

0.040.04

0.02

R/W LINE

TYPE F

CURB AND GUTTER

0.02

SOD

R/W LINE

4' 4'

45.75' R/W

TYPE E

GUTTER

CURB &

4" CONCRETE SIDEWALK

12" 12"

LINE

PROFILE GRADE

LINE

PROFILE GRADE

GROUND

NATURAL

GROUND

NATURAL

TRAFFIC DATA

R/W VARIES 45.75' STD.

(SEE DRAINAGE DETAIL SHEET)

TYPE II UNDERDRAIN

(SEE DRAINAGE DETAIL SHEET)

TYPE II UNDERDRAIN

STA. 135+25.00 TO STA. 181+40.00

TEXAS AVENUE

TYPICAL SECTION NO. 2

MAX

0.02

MAX

0.02

OUNTYCRANGEO

F L O R I D A

G O V E R N M E N T

Certificate of Authorization No. 7074

PE No. 40952

Andrew D. DeWitt, PE p 407.971.8850

Oviedo, Florida 32765

3000 Dovera Drive, Suite 200

5/12/2021 3:08:27 PM F:\Projects\ORC-010-01\North\roadway\TYPSRD01.DGN

NO.

REVISIONS

6' 6'

(0' - 15.5')

VARIES

LEVEL

2' SOD

LEVEL

2' SOD

1:2 MAX 1:2 MAX

4 12" STABILIZED SUBGRADE (TYPE B, MIN. LBR-40)

3 12" SOIL CEMENT BASE (300 PSI) (PRIMED)

2 2.5" TYPE SP-12.5 STRUCTURAL COURSE (TRAFFIC C)

1 FRICTION COURSE FC-12.5 (1.5")

POSTED SPEED = 35 MPH

DESIGN SPEED = 45 MPH

DESIGN HOUR T = 4.9%

K = 9.20% D = 57.75% T = 4% (24 HOUR)

DESIGN YEAR = 2035 AADT = 40,300

137+04.00 IS A TRANSITION AREA

NOTE: STA. 135+25.00 TO STA.

C O

E E

C T

R O

A L L

A L

L E

F .A .C

EXISTING STABILIZATION (TO REMAIN)

EXISTING BASE (TO…

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