3._Seidel_Construction_Plans.pdf

12/18/2025 4:20:39 PM C:\AMS\ACCDocs\VHB\63989.21 OCBCC_Seidel Rd at Summerlake Park-\Project Files\5_Work\Cad\63989.21\Roadway\KEYSRD01.dwgChristopher Lonzisero

N

CONSTRUCTION PLANS FOR

ORANGE COUNTY, FLORIDA

ROADWAY:

TOTAL LENGTH:

BRIDGES:

SEIDEL RD AT

ROUNDABOUT IMPROVEMENTS

DISTRICT NO: 1

Vanasse Hangen Brustlin, Inc.

Transportation, Land Development, Environmental Services 225 E. Robinson Street, Suite 300 Orlando, FL 32801 (407)839-4006 Certificate of Authorization # 3932

SUMMERLAKE PARK BLVD

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

ENGINEER:DATE:

PLANS WERE PREPARED ACCORDING TO AVAILABLE INFORMATION TO ADEQUATELY

PROJECT DESIGN. THE COUNTY'S REPRESENTATIVE WILL ADDRESS CHANGES AND

NEEDS AND CONDITIONS THAT MAY HAVE CHANGED SINCE PLANS PREPARATION.

B.M.

STA. EL.

ADDRESS CONDITIONS AS THEY EXISTED AT

THE TIME OF PLANS PREPARATION. NEEDS, CONDITIONS AND OWNERSHIP OF PROPERTIES MAY HAVE CHANGED SINCE

NEEDS WITH THE PROPERTY OWNER OR THEIR

REPRESENTATIVES. CONTRACTOR SHALL WORK WITH THE COUNTY'S REPRESENTATIVE IN ADDRESSING AND MEETING

PLANS COMPLY WITH THE

REQUIREMENTS OF SECTION 336.045 OF THE FLORIDA STATUTES AND ARE IN SUBSTANTIAL CONFORMANCE WITH THE STANDARDS

FOR STREETS AND HIGHWAYS" IN EFFECT ON THIS DATE AS ADOPTED BY

CONTAINED IN THE EDITION OF THE "MANUAL OF UNIFORM MINIMUM STANDARDS FOR DESIGN, CONSTRUCTION AND MAINTENANCE

THE FLORIDA DEPARTMENT OF TRANSPORTATION

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

WATER: ORANGE COUNTY PUBLIC UTILITIES

SEWER: ORANGE COUNTY PUBLIC UTILITIES

TELE. COM/CATV : CHARTER

800-778-9140

561-683-2729 407-836-2777

800-624-9675 800-778-9140

407-836-2777

800-778-9140CATV : COMCAST COMMUNICATIONS

800-961-6500

POWER: DUKE ENERGY

FIBER: ZAYO

877-366-8344x3TELE. COM: CENTURYLINK

PHONE: AT&T DISTRIBUTION

COMM. : MCI

SEWER : CITY OF OCOEE UTILITIES407-905-3100

407-836-7814FIBER : ORANGE COUNTY PUBLIC WORKS

*OVER1I1* STA1DARDS A1D SPECIFICATIO1S:

Florida Department of Transportation, FY 2024-25 Standard Plans for Road and Bridge Construction, and FY 2024-25 Standard Specifications for Road and Bridge Construction, as amended by Contract Documents

For Design Standards click on the "Design Standards" link at the following web site:

For the Standard Specifications for Road and Bridge Construction click on the "Specifications" link at the following web site:

https://www.fdot.gov/design/standardplans https://www.fdot.gov/programmanagement/Implemented/SpecBooks

JUAN P. CAMACHO, P.E. NO. 6003112/18/25

http://www.dot.state.fl.us/rddesign/ http://www.dot.state.fl.us/specificationsoffice/

SIGNATURE SHEET

C:\AMS\ACCDocs\VHB\63989.21 OCBCC_Seidel Rd at Summerlake Park-\Project Files\5_Work\Cad\63989.21\Roadway\SIGNRD01.dwgChristopher Lonzisero 12/17/2025 2:23:55 PM

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

Engineers | Scientists Planners | Designers 225 E. Robinson Street, Suite 300 Orlando, FL 32801 (407)839-4006 Certificate of Authorization # 3932

ROUNDABOUT

IMPROVEMENTS FOR

SEIDEL RD. AT

SUMMERLAKE PARK BLVD.

STATE OF

No.

PR

O

FESSIONAL ENGIN

EE

R

JU

AN P.

CAMACHO

FLORIDA

60031

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

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

VANASSE HANGEN BRUSTLIN, INC.

TRANSPORTATION, LAND DEVELOPMENT,

ENVIRONMENTAL SERVICES

225 E. ROBINSON ST., SUITE 300

LANDMARK CENTER TWO

ORLANDO, FL 32801

CERTIFICATE OF AUTHORIZATION: 3932

JUAN P. CAMACHO, P.E. NO. 60031

THIS ITEM HAS BEEN DIGITALLY SIGNED

AND SEALED BY:

PRINTED COPIES OF THIS DOCUMENT ARE

CONSIDERED SIGNED AND SEALED. THE

SIGNATURE MUST BE VERIFIED IN THE

ELECTRONICS DOCUMENTS.

PLAN INDEX

SHEET NO.

1 KEY SHEET

2 SIGNATURE SHEET

3 - 7 SUMMARY OF PAY ITEMS SHEETS 1-4

8 SEIDEL RD. TYPICAL SECTIONS SHEET

9 - 11 SUMMERLAKE PARK BLVD. TYPICAL SECTIONS SHEETS 1-3

12 - 13 PROJECT LAYOUT SHEETS 1-2

14 GENERAL NOTES

15 - 17 SUMMERLAKE PARK BLVD. PLAN SHEETS 1-3

18 SEIDEL RD. PLAN SHEET

19 MEDIAN DETAIL SHEET

20 - 23 ROUNDABOUT PROFILES SHEETS 1-4

24 - 27 ROUNDABOUT GRADING PLAN SHEETS 1-4

36 - 38 SEIDEL RD. CROSS SECTIONS SHEETS 1-3

39 - 44 SUMMERLAKE PARK BLVD. CROSS SECTIONS SHEETS 1-6

45 TRAFFIC CONTROL GENERAL NOTES

46 - 71 TEMPORARY TRAFFIC CONTROL PLANS

73 - 76 UTILITY ADJUSTMENTS SHEETS 1-4

77 TABULATION OF SIGNING AND PAVEMENT MARKING QUANTITIES

78 - 82 PAVEMENT MARKING PLAN SHEETS 1-5

83 - 87 SIGNING PLAN SHEETS 1-5

88 GUIDE SIGN WORKSHEET

PLAN INDEX

SHEET NO.

2 SIGNATURE SHEET

28 - 35 DRAINAGE STRUCTURES SHEETS 1-8

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

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

PLAN INDEX

SHEET NO.

2 SIGNATURE SHEET

89 LIGHTING PLAN SHEET

VANASSE HANGEN BRUSTLIN, INC.

TRANSPORTATION, LAND DEVELOPMENT,

ENVIRONMENTAL SERVICES

225 E. ROBINSON ST., SUITE 300

LANDMARK CENTER TWO

ORLANDO, FL 32801

CERTIFICATE OF AUTHORIZATION: 3932

ABID A. VIRANI, P.E. NO. 85450

THIS ITEM HAS BEEN DIGITALLY SIGNED

AND SEALED BY:

PRINTED COPIES OF THIS DOCUMENT ARE

CONSIDERED SIGNED AND SEALED. THE

SIGNATURE MUST BE VERIFIED IN THE

ELECTRONICS DOCUMENTS.

STATE OF

No.

PR

O

FESSIONAL ENGIN

EE

R

AB

ID A . V IRANI

FLORIDA

85450

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

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

VANASSE HANGEN BRUSTLIN, INC.

TRANSPORTATION, LAND DEVELOPMENT,

ENVIRONMENTAL SERVICES

225 E. ROBINSON ST., SUITE 300

LANDMARK CENTER TWO

ORLANDO, FL 32801

AURISTELA MUESES, P.E. NO. 72636

THIS ITEM HAS BEEN DIGITALLY SIGNED

AND SEALED BY:

PRINTED COPIES OF THIS DOCUMENT ARE

CONSIDERED SIGNED AND SEALED. THE

SIGNATURE MUST BE VERIFIED IN THE

ELECTRONICS DOCUMENTS.

STATE OF

No.

PR

O

FESSIONAL ENGIN

EE

R

A

UR

IST

ELA MUESES

FLORIDA

72636

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

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

PLAN INDEX

SHEET NO.

2 SIGNATURE SHEET

90 ROADWAY SOIL SURVEY

91 REPORT OF AUGER BORINGS

NADIC ENGINEERING SERVICES, INC.

CIVIL, GEOTECHNICAL, ENVIRONMENTAL,

CONSULTING ENGINEERING

601 N. HART BOULEVARD

ORLANDO, FL 32818

GODWIN N. NNADI, P.E. NO. 50637

THIS ITEM HAS BEEN DIGITALLY SIGNED

AND SEALED BY:

PRINTED COPIES OF THIS DOCUMENT ARE

CONSIDERED SIGNED AND SEALED. THE

SIGNATURE MUST BE VERIFIED IN THE

ELECTRONICS DOCUMENTS.

STATE OF

No.

PR

O

FESSIONAL ENGIN

EE

R

GO

DWIN N. NNADI

FLORIDA

50637

PAY ITEM NOTE:

CONTRACTOR ALSO RESPONSIBLE FOR THE FOLLOWING UTILITY ITEMS:

0425 5 1 MANHOLE, ADJUST, UTILITIES

0425 6 VALVE BOXES, ADJUST

BID ITEM

NO.

FDOT PAY ITEM

NO. ITEM DESCRIPTION UNIT

APPROX.

QUANTIT

Y

1 0101 1 MOBILIZATION LS 1

2 0102 1 MAINTENANCE OF TRAFFIC LS 1

3 0104 14 PREVENTION, CONTROL AND ABATEMENT OF EROSION AND WATER POLLUTION LS 1

4 0110 1 1 CLEARING & GRUBBING AC 1.85

5 0120 9 EXCAVATION, EMBANKMENT, AND GRADING LS 1

6 0160 4 TYPE B STABILIZATION SY 4,392.77

7 0285709 OPTIONAL BASE, BASE GROUP 09 SY 4,582.13

8 0327 70 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 854.56

9 0334 1 12 SUPERPAVE ASPHALTIC CONC, TRAFFIC B SY 4,968.56

10 0337 7 80 ASPHALT CONCRETE FRICTION COURSE,TRAFFIC B, FC-9.5, PG 76-22 SY 4,582.13

11 0350 3 13 PLAIN CEMENT CONCRETE PAVEMENT, 12" SY 178.74

12 0425 1315 INLETS, CURB TYPE P-1, PARTIAL EA 1

13 0425 1331 INLETS, CURB, TYPE P-3, <10' EA 5

14 0425 1341 INLETS, CURB, TYPE P-4, <10' EA 1

15 0425 1351 INLETS, CURB, TYPE P-5, <10' EA 1

16 0425 1361 INLETS, CURB, TYPE P-6, <10' EA 1

17 0425 2 61 MANHOLES, P-8, <10' EA 2

18 0425 2 62 MANHOLES, P-8, >10' EA 3

19 0425 2 63 MANHOLES, P-8, PARTIAL EA 1

20 0425 2 91 MANHOLES, J-8, <10' EA 1

21 0425 3 42 JUNCTION BOXES, P-7, >10' EA 2

22 0425 5 MANHOLE, ADJUST EA 1

23 0425 5 1 MANHOLE, ADJUST, UTILITIES EA 2

24 0425 6 VALVE BOXES, ADJUST EA 3

25 0430174118 PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 18"SD LF 321

26 0430174130 PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 30"SD LF 58

27 0520 1 7 CONCRETE CURB & GUTTER, TYPE E LF 988

28 0520 1 10 CONCRETE CURB & GUTTER, TYPE F LF 1,655

29 0520 2 4 CONCRETE CURB, TYPE D LF 176

30 0520 2 8 CONCRETE CURB, TYPE RA LF 240

31 0522 1 CONCRETE SIDEWALK AND DRIVEWAYS, 4" THICK SY 275.42

32 0522 2 CONCRETE SIDEWALK AND DRIVEWAYS, 6" THICK SY 184.14

BID ITEM

NO.

FDOT PAY ITEM

NO. ITEM DESCRIPTION UNIT

APPROX.

QUANTIT

Y

33 0527 2 DETECTABLE WARNINGS SF 260

34 0550 10418 FENCING, WOOD FENCE, 0.0-5.0', RESET EXISTING LF 328

35 0570 1 2 PERFORMANCE TURF, SOD SY 4,547.41

36 0700 1111 SINGLE COLUMN GROUND SIGN ASSEMBLY, F&I GROUND MOUNT, LESS THAN 12 SF EA 30

37 0700 1112 SINGLE COLUMN GROUND SIGN ASSEMBLY, F&I GROUND MOUNT, 12.0-20.0 SF EA 1

38 0700 1500 SINGLE COLUMN GROUND SIGN ASSEMBLY, RELOCATE EA 1

39 0700 1600 SINGLE COLUMN GROUND SIGN ASSEMBLY, REMOVE EA 4

40 0704 1 3 TUBULAR MARKER, 36" WHITE POST EA 31

41 0704 1 4 TUBULAR MARKER, 36" YELLOW POST EA 2

42 0705 10 1 OBJECT MARKER, TYPE 1 EA 5

43 0706 1 3 RAISED PAVEMENT MARKER, TYPE B EA 47

44 0710 11290 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, ISLAND NOSE SF 38

45 0710 90 PAINTED PAVEMENT MARKINGS, FINAL SURFACE LS 1

46 0711 11102 THERMOPLASTIC, STANDARD, WHITE, SOLID, 8" FOR INTERCHANGE AND URBAN

ISLAND GM 0.023

47 0711 11123 THERMOPLASTIC, STANDARD, WHITE, SOLID, 12" FOR CROSSWALK AND ROUNDABOUT LF 259

48 0711 11124 THERMOPLASTIC, STANDARD, WHITE, SOLID, 18" FOR DIAGONALS AND CHEVRONS LF 893

49 0711 11141

THERMOPLASTIC, STANDARD, WHITE, 2-4 DOTTED GUIDELINE/ 6-10 GAP

EXTENSION, 6" GM 0.026

50 0711 11144 THERMOPLASTIC, STANDARD, WHITE, 2-2 DOTTED EXTENSION LINE, 12" FOR

ROUNDABOUT GM 0.018

51 0711 11160 THERMOPLASTIC, STANDARD, WHITE, MESSAGE OR SYMBOL EA 6

52 0711 11170 THERMOPLASTIC, STANDARD, WHITE, ARROW EA 13

53 0711 11224 THERMOPLASTIC, STANDARD, YELLOW, SOLID, 18" FOR DIAGONAL OR CHEVRON LF 342

54 0711 14125 THERMOPLASTIC, PREFORMED, WHITE, SOLID, 24" FOR CROSSWALK LF 388

55 0711 16101 THERMOPLASTIC, STANDARD-OTHER SURFACES, WHITE, SOLID, 6" GM 0.438

56 0711 16201 THERMOPLASTIC, STANDARD-OTHER SURFACES, YELLOW, SOLID, 6" GM 0.481

57 0711 17 1 THERMOPLASTIC, REMOVE EXISTING THERMOPLASTIC PAVEMENT MARKINGS-

SURFACE TO REMAIN SF 35

SUMMARY OF PAY ITEMS SHEET

C:\AMS\ACCDocs\VHB\63989.21 OCBCC_Seidel Rd at Summerlake Park-\Project Files\5_Work\Cad\63989.21\Roadway\CESSRD01.dwgChristopher Lonzisero 12/18/2025 4:19:05 PM

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

Engineers | Scientists Planners | Designers 225 E. Robinson Street, Suite 300 Orlando, FL 32801 (407)839-4006 Certificate of Authorization # 3932

ROUNDABOUT

IMPROVEMENTS FOR

SEIDEL RD. AT

SUMMERLAKE PARK BLVD.

TH

E O

F F

IC

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OR

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F T

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S H E E T

IS

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-2

3.

4‚ F

.A .C

JUAN P. CAMACHO, P.E.

PE # 60031

SUMMARY OF CURB & GUTTER AND/OR TRAFFIC SEPARATORS

PAY ITEM NO. PAY ITEM DESCRIPTION

LOCATION

SIDE AREA

ID UNIT

QUANTITY

TOTAL

DESIGN NOTES CONSTRUCTION

REMARKS

STA. TO STA. GROSS

LENGTH

DEDUCTIONS NET LENGTH

TYPE LENGTH P F P F

0520 1 10 Concrete Curb & Gutter, Type F 30+48.460 -33+03.030 (Summer Lake Blvd) RT LF 569.071 0 569.071 569.071

0520 1 10 Concrete Curb & Gutter, Type F 33+77.440 -37+87.049 (Summer Lake Blvd) RT LF 554.353 0 554.353 554.353

0520 1 10 Concrete Curb & Gutter, Type F 31+78.706 -37+05.182 (Summer Lake Blvd) LT LF 531.916 0 531.916 531.916

SUB-TOTAL

TOTAL 1655

SUMMARY OF CURB & GUTTER AND/OR TRAFFIC SEPARATORS

PAY ITEM NO. PAY ITEM DESCRIPTION

LOCATION

SIDE AREA

ID UNIT

QUANTITY

TOTAL

DESIGN NOTES CONSTRUCTION

REMARKS

STA. TO STA. GROSS

LENGTH

DEDUCTIONS NET LENGTH

TYPE LENGTH P F P F

0520 1 7 Concrete Curb & Gutter, Type E 32+71.418 (Summer Lake Blvd) LT LF 260.893 0 260.893 260.893

0520 1 7 Concrete Curb & Gutter, Type E 33+25.449 (Summer Lake Blvd) RT LF 488.567 0 488.567 488.567

0520 1 7 Concrete Curb & Gutter, Type E 35+72.738 (Summer Lake Blvd) RT LF 238.997 0 238.997 238.997

SUB-TOTAL

TOTAL 988

SUMMARY OF CURB & GUTTER AND/OR TRAFFIC SEPARATORS

PAY ITEM NO. PAY ITEM DESCRIPTION

LOCATION

SIDE AREA

ID UNIT

QUANTITY

TOTAL

DESIGN NOTES CONSTRUCTION

REMARKS

STA. TO STA. GROSS

LENGTH

DEDUCTIONS NET LENGTH

TYPE LENGTH P F P F

0520 2 4 Concrete Curb & Gutter, Type D 34+28.542 -34+28.542 (Summer Lake Blvd) RT LF 175.946 0 175.946 175.946

SUB-TOTAL

TOTAL 176

SUMMARY OF CURB & GUTTER AND/OR TRAFFIC SEPARATORS

PAY ITEM NO. PAY ITEM DESCRIPTION

LOCATION

SIDE AREA

ID UNIT

QUANTITY

TOTAL

DESIGN NOTES CONSTRUCTION

REMARKS

STA. TO STA. GROSS

LENGTH

DEDUCTIONS NET LENGTH

TYPE LENGTH P F P F

0520 2 8 Concrete Curb & Gutter, Type Ra 34+31.68 (Summer Lake Blvd) LT LF 240.349 0 240.349 240.349

SUB-TOTAL

TOTAL 240

SUMMARY OF PAY ITEMS SHEET

C:\AMS\ACCDocs\VHB\63989.21 OCBCC_Seidel Rd at Summerlake Park-\Project Files\5_Work\Cad\63989.21\Roadway\CESSRD01.dwgChristopher Lonzisero 12/17/2025 9:32:50 AM

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

Engineers | Scientists Planners | Designers 225 E. Robinson Street, Suite 300 Orlando, FL 32801 (407)839-4006 Certificate of Authorization # 3932

ROUNDABOUT

IMPROVEMENTS FOR

SEIDEL RD. AT

SUMMERLAKE PARK BLVD.

TH

E O

F F

IC

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L

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OR

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.A .C

SUMMARY OF EARTHWORK

CY

DESIGN NOTES CONSTRUCTION

REMARKSP F

0120 1 REGULAR EXCAVATION 9.49 11+50

0120 1 REGULAR EXCAVATION 35.65 12+00

0120 1 REGULAR EXCAVATION 59.82 12+50

0120 1 REGULAR EXCAVATION 59.25 13+00

0120 1 REGULAR EXCAVATION 34.27 13+50

0120 1 REGULAR EXCAVATION 14.10 14+00

0120 1 REGULAR EXCAVATION 45.51 31+00

0120 1 REGULAR EXCAVATION 59.26 31+50

0120 1 REGULAR EXCAVATION 75.67 32+00

0120 1 REGULAR EXCAVATION 83.67 32+50

0120 1 REGULAR EXCAVATION 113.44 33+00

0120 1 REGULAR EXCAVATION 98.68 33+50

0120 1 REGULAR EXCAVATION 42.03 34+00

0120 1 REGULAR EXCAVATION 11.93 34+50

0120 1 REGULAR EXCAVATION 30.67 35+00

0120 1 REGULAR EXCAVATION 66.45 35+50

0120 1 REGULAR EXCAVATION 66.81 36+00

0120 1 REGULAR EXCAVATION 58.48 36+50

0120 1 REGULAR EXCAVATION 58.05 37+00

0120 1 REGULAR EXCAVATION 43.69 37+50

TOTAL 1066.9

SUMMARY OF EROSION AND SEDIMENT CONTROL DEVICES

LOCATION

SI

D

E AREA

ID

SEDIMENT

BARRIER

SOIL TRACKING

PREVENTION

DEVICE

INLET

PROTECTION

SYSTEM

DESIGN

NOTES

CONSTRUCTION

REMARKS

STA. TO STA.

0104 10 3 0104 15 0104 18

LF EA EA

P F P F P F

32+98.085 33+32.143 RT 135.71

30+47.696 32+45.522 RT 210.76

32+65.425 33+27.333 RT 193.84

34+11.707 37+87.031 RT 543.67

33+26.589 35+26.560 LT 197.22

35+31.964 37+05.006 LT 173.83

33+81.401 34+01.153 RT 66.80

30+41.785 33+23.857 LT 280.44

PROJECT WIDE 1

30+46.89 LT 1

31+55.88 LT 1

32+26.51 LT 1

33+00.08 LT 1

33+59.73 LT 1

34+10.78 LT 1

35+29.58 RT 1

36+46.49 LT 1

36+80.13 RT 1

37+84.55 LT 1

34+41.15 RT 1

32+98.20 RT 1

33+64.98 RT 1

33+37.91 RT 1

33+74.58 RT 1

32+81.96 RT 1

33+32.35 RT 1

SUB-TOTAL

TOTAL 1802 1 17

SUMMARY OF EARTHWORK

PAY ITEM NO. PAY ITEM DESCRIPTION

CY

DESIGN NOTES CONSTRUCTION

REMARKSP F

0120 6 EMBANKMENT 9.49 11+50

0120 6 EMBANKMENT 15.49 12+00

0120 6 EMBANKMENT 22.88 12+50

0120 6 EMBANKMENT 43.50 13+00

0120 6 EMBANKMENT 57.58 13+50

0120 6 EMBANKMENT 178.49 14+00

0120 6 EMBANKMENT 4.37 33+00

0120 6 EMBANKMENT 30.77 33+50

0120 6 EMBANKMENT 147.39 34+00

0120 6 EMBANKMENT 116.37 34+50

0120 6 EMBANKMENT 86.00 35+00

0120 6 EMBANKMENT 73.94 35+50

0120 6 EMBANKMENT 13.09 36+00

0120 6 EMBANKMENT 4.21 36+50

0120 6 EMBANKMENT 0.77 37+00

TOTAL 804.3

SUMMARY OF PAY ITEMS SHEET

C:\AMS\ACCDocs\VHB\63989.21 OCBCC_Seidel Rd at Summerlake Park-\Project Files\5_Work\Cad\63989.21\Roadway\CESSRD01.dwgChristopher Lonzisero 12/17/2025 9:32:51 AM

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

Engineers | Scientists Planners | Designers 225 E. Robinson Street, Suite 300 Orlando, FL 32801 (407)839-4006 Certificate of Authorization # 3932

ROUNDABOUT

IMPROVEMENTS FOR

SEIDEL RD. AT

SUMMERLAKE PARK BLVD.

TH

E O

F F

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.A .C

SUMMARY OF PAVEMENT

LOCATION

SIDE AREA

ID LENGTH WIDTH UNIT

QUANTITY TOTAL

DESIGN NOTES CONSTRUCTION

REMARKSSTA. TO STA. DESCRIPTION P F P F

0334 1 12 SUPERPAVE ASPHALTIC CONC, TRAFFIC B PROJECT WIDE SY 4,968.56

0337 7 80 ASPHALT CONCRETE FRICTION

COURSE,TRAFFIC B, FC-9.5, PG 76-22 PROJECT WIDE SY 4,582.13

SUMMARY OF SIDEWALK & DETECTABLE WARNINGS

LOCATION

SI

D E

AREA ID LENGTH WIDTH

CONC SIDEWALK

4"

DETECTABLE

WARNINGS

DESIGN NOTES CONSTRUCTION REMARKS0522 1 0527 2

STA. TO STA.

SY SF

P F P F

33+46.209 RT 23.572

34+94.338 RT 8.421

33+92.257 RT 23.464

33+35.656 RT 145.126

34+48.075 RT 174.8

35+04.101 LT 38.245

33+42.868 LT 12.239

35+02.517 RT 21.86

33+83.387 RT 22.517

33+98.803 RT 21.561

34+88.980 RT 21.721

33+33.800 RT 20.629

33+40.364 RT 21.526

33+36.956 LT 20.551

33+62.184 RT 22.245

34+28.456 RT 20.267

35+01.973 RT 22.364

35+11.295 RT 22.128

33+51.646 LT 22.52

SUB-TOTAL 426 260

TOTAL 426 260

SUMMARY OF PAY ITEMS SHEET

C:\AMS\ACCDocs\VHB\63989.21 OCBCC_Seidel Rd at Summerlake Park-\Project Files\5_Work\Cad\63989.21\Roadway\CESSRD01.dwgChristopher Lonzisero 12/18/2025 1:13:19 PM

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

Engineers | Scientists Planners | Designers 225 E. Robinson Street, Suite 300 Orlando, FL 32801 (407)839-4006 Certificate of Authorization # 3932

ROUNDABOUT

IMPROVEMENTS FOR

SEIDEL RD. AT

SUMMERLAKE PARK BLVD.

TH

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.A .C

Summary of Temporary Traffic Control Plan Items

Pay Item No. Pay Item Description Unit

Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7

Design Notes Construction RemarksDuration Quantity Total Duration Quantity Total Duration Quantity Total Duration Quantity Total Duration Quantity Total Duration Quantity Total Duration Quantity Total

Days P P Days P P Days P P Days P P Days P P Days P P Days P P

102 1 MAINTANCE OF TRAFFIC

LS 1 1 1 1 1 1 1

Total Duration is 248 Days

0102 5 PEDESTRIAN ESCORT/FLAGGER HR 10 9

0102 60 WORK ZONE SIGN ED 97 33 68 37 39 38 19 30 5 10 27 10 137

0102 71 13 TEMPORARY BARRIER, F&I, LOW PROFILE, CONCRETE LF 1275 147 250

0102 74 1 CHANNELIZING DEVICE- TYPES I, II, DI, VP, DRUM, OR LCD ED 97 81 68 235 39 129 19 75 5 72 10 71 10 592

0102 74 8

CHANNELIZING DEVICE- PEDESTRIAN LCD (LONGITUDINAL

CHANNELIZING DEVICE) FD 97

0102 78 1

TEMPORARY RAISED/RETROREFLECTIVE PAVEMENT MARKER, TYPE

D EA 138 27 144 145 80 18

102 76 ARROW BOARD / ADVANCE WARNING ARROW PANEL ED 97 1 68 1 39 1 19 5 1 10 10 7

0102 99 PORTABLE CHANGEABLE MESSAGE SIGN, TEMPORARY ED 97 3 68 3 39 3 19 3 5 3 10 3 10 3

0102115 TYPE III BARRICADE ED 97 68 39 2 19 5 5 10 10 6

0102913 21 REMOVABLE TAPE, WHITE, SOLID 6" GM 0.072 0.070

0102913 22 REMOVABLE TAPE, WHITE, 10'-30', 3'-9', 6'-10', or 2'-4' SKIP, 6"

WIDE GM 0.014

0102913 24 REMOVABLE TAPE, WHITE, 12" CROSSWALK LF 82

0102913 31 REMOVABLE TAPE, YELLOW, SOLID, 6" GM 0.017 0.092 0.059

SUMMARY OF PAY ITEMS SHEET

C:\AMS\ACCDocs\VHB\63989.21 OCBCC_Seidel Rd at Summerlake Park-\Project Files\5_Work\Cad\63989.21\Roadway\CESSRD01.dwgChristopher Lonzisero 12/17/2025 9:32:53 AM

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

Engineers | Scientists Planners | Designers 225 E. Robinson Street, Suite 300 Orlando, FL 32801 (407)839-4006 Certificate of Authorization # 3932

ROUNDABOUT

IMPROVEMENTS FOR

SEIDEL RD. AT

SUMMERLAKE PARK BLVD.

TH

E O

F F

IC

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.A .C

0.02 0.02 0.02

TYPICAL SECTION 02

SEIDEL RD.

STA. 11+63.67 TO STA. 13+44.15

N.T.S.

NEW CONSTRUCTION

OPTIONAL BASE GROUP 9 (TYPE B-12.5 ONLY)

TYPE SP STRUCTURAL COURSE (TRAFFIC B) (1 12")

FRICTION COURSE FC-9.5 (TRAFFIC B) (1 12") (PG 76-22)

MILL & RESURFACE

MILL EXISTING ASPHALT PAVEMENT (1 12" DEPTH)

FRICTION COURSE FC-9.5 (TRAFFIC B) (1 12") (PG 76-22)

E X

IS

T.

R

/W

E X

IS

T.

R

/W

4"4" 4" 4"

CLEARING & GRUBBING

VARIES (78'± TO 121'±)

£ SEIDEL RD. £ ROUNDABOUT SOUTH LEG-RIGHT£ ROUNDABOUT SOUTH LEG-LEFT

VARIES

SOD

2'

VARIES

SOD VARIES

SOD

2'

CONST. TYPE F C&G

CONST. TYPE F C&G

12" TYPE B

STABILIZATION (LBR 40)

CONST. TYPE E C&G

12" TYPE B

STABILIZATION (LBR 40)

22'11'

PGLPGL

0.02 0.02

TYPICAL SECTION 01

SEIDEL RD.

STA. 10+63.29 TO STA. 11+63.67

N.T.S.

E X

IS

T.

R

/W

E X

IS

T.

R

/W

CLEARING & GRUBBING

VARIES (34.5'± TO 78'±)

£ SEIDEL RD. £ ROUNDABOUT SOUTH LEG-RIGHT£ ROUNDABOUT SOUTH LEG-LEFT

4" 4"

VARIES

(11'-22')

MILL & RESURFACE

22'

MILL & RESURFACE

VARIES

SOD

CONST. TYPE F C&G

12" TYPE B

STABILIZATION (LBR 40)

CONST. TYPE E C&G

12" TYPE B

STABILIZATION (LBR 40)

VARIES

SEIDEL RD.

TYPICAL SECTIONS

SHEET 1

C:\AMS\ACCDocs\VHB\63989.21 OCBCC_Seidel Rd at Summerlake Park-\Project Files\5_Work\Cad\63989.21\Roadway\TYPSRD01.dwgChristopher Lonzisero 12/17/2025 9:33:15 AM

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

Engineers | Scientists Planners | Designers 225 E. Robinson Street, Suite 300 Orlando, FL 32801 (407)839-4006 Certificate of Authorization # 3932

ROUNDABOUT

IMPROVEMENTS FOR

SEIDEL RD. AT

SUMMERLAKE PARK BLVD.

TH

E O

F F

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0.02

1:4 0.02 0.02

1:4

TYPICAL SECTION 02

SUMMERLAKE PARK BLVD.

STA. 32+65.70 TO STA. 33+78.42

N.T.S.

NEW CONSTRUCTION

OPTIONAL BASE GROUP 9 (TYPE B-12.5 ONLY)

TYPE SP STRUCTURAL COURSE (TRAFFIC B) (1 12")

FRICTION COURSE FC-9.5 (TRAFFIC B) (1 12") (PG 76-22)

MILL & RESURFACE

MILL EXISTING ASPHALT PAVEMENT (1 12" DEPTH)

FRICTION COURSE FC-9.5 (TRAFFIC B) (1 12") (PG 76-22)

E X

IS

T.

R

/W

E X

IS

T.

R

/W

CLEARING & GRUBBING

VARIES (57'± TO 121'±)

£ SUMMERLAKE PARK BLVD.

£ ROUNDABOUT

WEST LEG-LEFT

£ ROUNDABOUT WEST LEG-RIGHT

CONST. TYPE E C&G CONST. TYPE F C&G

12" TYPE B

STABILIZATION (LBR 40)

4"

VARIES

(11'-12')

11' VARIES

CONCRETE

VARIES

SOD

VARIES

SOD

CONST. TYPE F C&G

12" TYPE B

STABILIZATION (LBR 40)

2'2'

4"4" 4"

EXIST. GROUND

PGL PGL

VARIES

(11'-12')

GORE PAVEMENT MARKINGS

VARIES (0'-6')

0.02 0.02 1:4

0.02

TYPICAL SECTION 01

SUMMERLAKE PARK BLVD.

STA. 30+48.47 TO STA. 32+65.70

N.T.S.

NOTE:

FROM STA. 30+48.47 TO STA. 31+78.72:

LEFT SIDE, MILL & RESURFACE AND NO

CURB. SEE PLANS FOR LIMITS.

E X

IS

T.

R

/W

E X

IS

T.

R

/W

CLEARING & GRUBBING

VARIES (37.5'± TO 57'±)

£ SUMMERLAKE PARK BLVD.

£ ROUNDABOUT

WEST LEG-LEFT £ ROUNDABOUT WEST LEG-RIGHT

EXIST. GROUND

VARIES

SOD

2'

17.3' 23.8' VARIES

SOD

2'

CONST. TYPE F C&GCONST. TYPE F C&G

12" TYPE B

STABILIZATION (LBR 40)

4"

4"

PGLPGL

SUMMERLAKE PARK BLVD.

TYPICAL SECTIONS

SHEET 1

C:\AMS\ACCDocs\VHB\63989.21 OCBCC_Seidel Rd at Summerlake Park-\Project Files\5_Work\Cad\63989.21\Roadway\TYPSRD01.dwgChristopher Lonzisero 12/17/2025 9:33:19 AM

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

Engineers | Scientists Planners | Designers 225 E. Robinson Street, Suite 300 Orlando, FL 32801 (407)839-4006 Certificate of Authorization # 3932

ROUNDABOUT

IMPROVEMENTS FOR

SEIDEL RD. AT

SUMMERLAKE PARK BLVD.

TH

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0.02 1:4

TYPICAL SECTION 04

SUMMERLAKE PARK BLVD.

STA. 34+72.73 TO STA. 35+75.61

N.T.S.

NEW CONSTRUCTION

OPTIONAL BASE GROUP 9 (TYPE B-12.5 ONLY)

TYPE SP STRUCTURAL COURSE (TRAFFIC B) (1 12")

FRICTION COURSE FC-9.5 (TRAFFIC B) (1 12") (PG 76-22)

MILL & RESURFACE

MILL EXISTING ASPHALT PAVEMENT (1 12" DEPTH)

FRICTION COURSE FC-9.5 (TRAFFIC B) (1 12") (PG 76-22)

E X

IS

T.

R

/W

E X

IS

T.

R

/W

CLEARING & GRUBBING

VARIES (134'± TO 63.5'±)

£ SUMMERLAKE PARK BLVD.

£ ROUNDABOUT EAST LEG-LEFT

£ ROUNDABOUT

EAST LEG-RIGHT

CONST. TYPE E C&G

CONST. TYPE F C&G

CONST. TYPE F C&G

12" TYPE B

STABILIZATION (LBR 40)

12" TYPE B

STABILIZATION (LBR 40)

VARIES

CONCRETE

11'VARIE

SOD

VARIES

SOD

2'

4"

4" 4" 4"

VARIES

(11'-12')

VARIES

(11'-12')

GORE PAVEMENT MARKINGS

VARIES (0'-6')

PGL PGL

SHARED USE PATH

OPTIONAL BASE GROUP 1

TYPE SP STRUCTURAL COURSE (TRAFFIC B) (1 12")

NOTE:

SEE PLAN FOR LIMITS OF SHARED USE PATH.

0.02 0.02

0.02

0.02 0.02

0.020.02

0.02 0.01

1:4

TYPICAL SECTION 03

SUMMERLAKE PARK BLVD.

STA. 33+78.42 TO STA. 34+72.73

N.T.S.

E X

IS

T.

R

/W

TE

M P E

AS

E M E N T

£ SUMMERLAKE PARK BLVD.£ ROUNDABOUT

£ ROUNDABOUT

CLEARING & GRUBBING

VARIES (121'± TO 134'±)

VARIES

CENTER ISLAND

8'

CONC. APRON

4"

SLOPE VARIES

12" TYPE B

STABILIZATION (LBR 40)

CONST.

TYPE F C&G

4"

CONST. TYPE RA C&G

12" CONC. PAVEMENT

15'

4"

8'

CONC. APRON

EXIST. GROUND

14'

SHARED USE PATH

4.3' SOD 2' SOD

CONST. TYPE F C&G

CONST. TYPE D CURB

12" CONC. PAVEMENT

MEDIAN

ISLAND

CONST. TYPE D CURB

12" TYPE B

STABILIZATION (LBR 40)

CONST. TYPE RA C&G

4"

2'

15' 15'

PGL

PGL

4" 4"

NOTE:

SEE PLAN FOR LIMITS OF SHARED USE PATH.

VARIES

SOD

SUMMERLAKE PARK BLVD.

TYPICAL SECTIONS

SHEET 2

C:\AMS\ACCDocs\VHB\63989.21 OCBCC_Seidel Rd at Summerlake Park-\Project Files\5_Work\Cad\63989.21\Roadway\TYPSRD01.dwgChristopher Lonzisero 12/17/2025 9:33:23 AM

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

Engineers | Scientists Planners | Designers 225 E. Robinson Street, Suite 300 Orlando, FL 32801 (407)839-4006 Certificate of Authorization # 3932

ROUNDABOUT

IMPROVEMENTS FOR

SEIDEL RD. AT

SUMMERLAKE PARK BLVD.

TH

E O

F F

IC

IA

L

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OR

D O

F T

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S H E E T

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.A .C

1:4

0.04 0.00

TYPICAL SECTION 05

SUMMERLAKE PARK BLVD.

STA. 35+75.61 TO STA. 37+55.99

N.T.S.

NOTE:

FROM STA. 37+05.18 TO STA. 37+55.99:

LEFT SIDE, MILL & RESURFACE AND NO

CURB. SEE PLANS FOR LIMITS.

NEW CONSTRUCTION

OPTIONAL BASE GROUP 9 (TYPE B-12.5 ONLY)

TYPE SP STRUCTURAL COURSE (TRAFFIC B) (1 12")

FRICTION COURSE FC-9.5 (TRAFFIC B) (1 12") (PG 76-22)

MILL & RESURFACE

MILL EXISTING ASPHALT PAVEMENT (1 12" DEPTH)

FRICTION COURSE FC-9.5 (TRAFFIC B) (1 12") (PG 76-22)

E X

IS

T.

R

/W

E X

IS

T.

R

/W

CLEARING & GRUBBING

VARIES (63.5'± TO 38'±)

£ SUMMERLAKE PARK BLVD.

£ ROUNDABOUT EAST LEG-LEFT

£ ROUNDABOUT

EAST LEG-RIGHT

VARIES

SOD

VARIES

SOD

2' 2'

12" TYPE B

STABILIZATION (LBR 40)

CONST. TYPE F C&G

CONST. TYPE F C&G

4" 4"

PGL

PGL

VARIES

(11'-12')

11'

GORE

PAVEMENT

MARKINGS

VARIES (0'-11')

SUMMERLAKE PARK BLVD.

TYPICAL SECTIONS

SHEET 3

C:\AMS\ACCDocs\VHB\63989.21 OCBCC_Seidel Rd at Summerlake Park-\Project Files\5_Work\Cad\63989.21\Roadway\TYPSRD01.dwgChristopher Lonzisero 12/17/2025 9:33:25 AM

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

Engineers | Scientists Planners | Designers 225 E. Robinson Street, Suite 300 Orlando, FL 32801 (407)839-4006 Certificate of Authorization # 3932

ROUNDABOUT

IMPROVEMENTS FOR

SEIDEL RD. AT

SUMMERLAKE PARK BLVD.

TH

E O

F F

IC

IA

L

R E C

OR

D O

F T

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IS

S H E E T

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1G

-2

3.

4‚ F

.A .C

PC STA. 11+47.41

£ CONST. SEIDEL RD.

30 31

35 36

38 39

PT STA. 38+27.99

£ SUMMERLAKE PARK BLVD.

BEGIN CONSTRUCTION

£ CONST. SUMMERLAKE PARK BLVD.

STA. 30+47.34

END CONSTRUCTION

£ CONST. SUMMERLAKE PARK BLVD.

STA. 37+87.05

BEGIN CONSTRUCTION

£ CONST. SEIDEL RD. STA. 10+63.25

PC STA. 100+10.50

£ CONST. ROUNDABOUT INSCRIBE

PC STA. 102+31.95

£ CONST. ROUNDABOUT INSCRIBE

PT STA. 102+03.04

£ CONST. ROUNDABOUT INSCRIBE

PCC STA. 102+60.58

£ CONST. ROUNDABOUT INSCRIBE

PC STA. 400+24.31

£ CONST. ROUNDABOUT EAST LEG-LEFT

PC STA. 401+26.64

£ CONST. ROUNDABOUT EAST LEG-LEFT

PT STA. 400+77.98

£ CONST. ROUNDABOUT EAST LEG-LEFT

PRC STA. 402+38.54

£ CONST. ROUNDABOUT EAST LEG-LEFT

PC STA. 501+74.34

£ CONST. ROUNDABOUT EAST LEG-RIGHT

PRC STA. 502+95.91

£ CONST. ROUNDABOUT EAST LEG-RIGHT

PC STA. 600+14.64

£ CONST. ROUNDABOUT SOUTH LEG-LEFT

PC STA. 601+18.66

£ CONST. ROUNDABOUT SOUTH LEG-LEFT

PT STA. 600+58.58

£ CONST. ROUNDABOUT SOUTH LEG-LEFT

PC STA. 700+72.46

£ CONST. ROUNDABOUT SOUTH LEG-RIGHT

PT STA. 702+69.95

£ CONST. ROUNDABOUT SOUTH LEG-RIGHT

PRC STA. 702+29.37

£ CONST. ROUNDABOUT SOUTH LEG-RIGHT

301 302

PCC STA. 302+51.15

£ CONST. ROUNDABOUT WEST LEG-LEFT

201 202

PC STA. 203+13.79

£ CONST. ROUNDABOUT WEST LEG-RIGHT

PT STA. 202+03.20

£ CONST. ROUNDABOUT WEST LEG-RIGHT

PT STA. 203+70.06

£ CONST. ROUNDABOUT WEST LEG-RIGHT

PRC STA. 201+15.82

£ CONST. ROUNDABOUT WEST LEG-RIGHT

£ CONST.

SEIDEL RD.

£ CONST. SUMMERLAKE

PARK BLVD.

£ CONST. SUMMERLAKE

PARK BLVD.

£ CONST. ROUNDABOUT

WEST LEG-LEFT

£ CONST. ROUNDABOUT

WEST LEG-RIGHT

£ CONST. ROUNDABOUT

EAST LEG-LEFT

£ CONST. ROUNDABOUT

SOUTH LEG-LEFT £ CONST. ROUNDABOUT

SOUTH LEG-RIGHT

STA. 31+00.00 £ CONST. SUMMERLAKE PARK BLVD.

START STA. 300+00.00

£ CONST. ROUNDABOUT WEST LEG-LEFT

STA. 30+00.00 £ CONST. SEIDEL RD.

START STA. 200+00.00

£ CONST. ROUNDABOUT WEST LEG-LEFT

STA. 34+05.40 £ CONST. SUMMERLAKE PARK BLVD.

END STA. 303+04.55 £ CONST. ROUNDABOUT WEST LEG-LEFT

STA. 33+85.26 £ CONST. SEIDEL RD.

END STA. 204+06.97 £ CONST. ROUNDABOUT WEST LEG-LEFT

STA. 34+50.56 £ CONST. SUMMERLAKE PARK BLVD.

START STA. 400+00.00 £ CONST. ROUNDABOUT WEST LEG-LEFT

STA. 38+00.02

£ CONST. SUMMERLAKE PARK BLVD.

END STA. 403+57.80

£ CONST. ROUNDABOUT EAST LEG-LEFT

STA. 34+38.47 £ CONST. SUMMERLAKE PARK BLVD.

END STA. 400+07.15 £ CONST. ROUNDABOUT EAST LEG-RIGHT

STA. 10+60.37 £ CONST. SEIDEL RD.

START STA. 700+00.00

£ CONST. ROUNDABOUT SOUTH LEG-RIGHT

STA. 13+76.60 £ CONST. SEIDEL RD.

END STA. 703+31.19 £ CONST. ROUNDABOUT SOUTH LEG-RIGHTSTA. 13+83.12 £ CONST. SEIDEL RD.

END STA. 602+80.84 £ CONST. ROUNDABOUT WEST LEG-LEFT

STA. 11+00.00 £ CONST. SEIDEL RD.

START STA. 600+00.00 £ CONST. ROUNDABOUT SOUTH LEG-LEFT

TBM #1

TBM #2

TBM #3

C1

C2 C3

L2

L3

C4 C5

C6 L4 L5

C7

C8 C9

L6

C10 C11

L7

C1

L8

L9 C1

C1

L1

L1

C1

C1

PROJECT LAYOUT SHEET 1

12JUAN P. CAMACHO, P.E.

PE # 60031

C:\AMS\ACCDocs\VHB\63989.21 OCBCC_Seidel Rd at Summerlake Park-\Project Files\5_Work\Cad\63989.21\Roadway\PLAYRD01.dwgChristopher Lonzisero 12/17/2025 9:33:48 AM

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

Engineers | Scientists Planners | Designers 225 E. Robinson Street, Suite 300 Orlando, FL 32801 (407)839-4006 Certificate of Authorization # 3932

ROUNDABOUT

IMPROVEMENTS FOR

SEIDEL RD. AT

SUMMERLAKE PARK BLVD.

TH

E O

F F

IC

IA

L

R E C

OR

D O

F T

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IS

S H E E T

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T

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3.

4‚ F

.A .C

N

Feet

100200

BENCH MARK TBM #1

SUMMERLAKE PARK BLVD. STA: 26+60.18 (16.00 RT.)

FOUND NAIL & DISK

PCP LB 6723

BENCH MARK TBM #3

SEIDEL RD. STA: 11+47.41 (56.68 LT.)

SUMMERLAKE PARK BLVD. STA: 32+97.34 (252.07 RT.)

FOUND 4"x4"

CONCRETE MONUMENT

LB 6723

BENCH MARK TBM #4

SEIDEL RD. STA: 11+48.13 (53.21 RT.)

SUMMERLAKE PARK BLVD. STA: 33+87.02 (294.14 RT.)

FOUND 4"x4"

CONCRETE MONUMENT

LB 6723

BENCH MARK TBM #2

SUMMERLAKE PARK BLVD. STA: 32+41.94 (420.85 RT.)

FOUND NAIL & DISK

PCP LB 6723

CURVE DATA C1

PI STA. = 29+78.62

DELTA = 50.6706

D = 2°46'19" T = 978.62 L = 1827.99 R = 2067.00

PC STA. = 20+00.00

PT STA. = 38+27.99

CURVE DATA C2

PI STA. = 301+25.75

DELTA = 7.4432

D = 2°57'49" T = 125.75 L = 251.15 R = 1933.31

PC STA. = 300+00.00

PT STA. = 302+51.15

CURVE DATA C3

PI STA. = 302+77.89

DELTA = 7.6489

D = 14°19'26" T = 26.74 L = 53.40 R = 400.00

PC STA. = 302+51.15

PT STA. = 303+04.55

CURVE DATA C4

PI STA. = 200+57.98

DELTA = 6.6361

D = 5°43'46" T = 57.98 L = 115.82 R = 1000.00

PC STA. = 200+00.00

PT STA. = 201+15.82

CURVE DATA C5

PI STA. = 201+59.54

DELTA = 4.9517

D = 5°40'02" T = 43.71 L = 87.37 R = 1011.00

PC STA. = 201+15.82

PT STA. = 202+03.20

CURVE DATA C6

PI STA. = 203+43.15

DELTA = 40.3062

D = 71°37'11" T = 29.36 L = 56.28 R = 80.00

PC STA. = 203+13.79

PT STA. = 203+70.06

CURVE DATA C7

PI STA. = 400+52.35

DELTA = 40.9977

D = 76°23'40" T = 28.04 L = 53.67 R = 75.00

PC STA. = 400+24.31

PT STA. = 400+77.98

CURVE DATA C8

PI STA. = 401+82.77

DELTA = 11.1504

D = 9°57'52" T = 56.13 L = 111.90 R = 575.00

PC STA. = 401+26.64

PT STA. = 402+38.54

CURVE DATA C9

PI STA. = 402+98.19

DELTA = 3.3235

D = 2°47'12" T = 59.65 L = 119.26 R = 2056.00

PC STA. = 402+38.54

PT STA. = 403+57.80

CURVE DATA C10

PI STA. = 502+35.28

DELTA = 9.9791

D = 8°12'31" T = 60.94 L = 121.57 R = 698.00

PC STA. = 501+74.34

PT STA. = 502+95.91

CURVE DATA C11

PI STA. = 503+34.53

DELTA = 2.1522

D = 2°47'12" T = 38.62 L = 77.23 R = 2056.00

PC STA. = 502+95.91

PT STA. = 503+73.14

CURVE DATA C12

PI STA. = 12+90.35

DELTA = 20.9867

D = 7°25'27" T = 142.94 L = 282.68 R = 771.75

PC STA. = 11+47.41

PT STA. = 14+30.09

CURVE DATA C13

PI STA. = 600+36.61

DELTA = 0.8996

D = 2°02'51" T = 21.97 L = 43.94 R = 2798.34

PC STA. = 600+14.64

PT STA. = 600+58.58

CURVE DATA C14

PI STA. = 602+01.79

DELTA = 30.9737

D = 19°05'55" T = 83.12 L = 162.18 R = 300.00

PC STA. = 601+18.66

PT STA. = 602+80.84

CURVE DATA C15

PI STA. = 701+51.29

DELTA = 13.7680

D = 8°46'27" T = 78.84 L = 156.91 R = 653.00

PC STA. = 700+72.46

PT STA. = 702+29.37

CURVE DATA C16

PI STA. = 702+50.11

DELTA = 29.0593

D = 71°37'11" T = 20.73 L = 40.57 R = 80.00

PC STA. = 702+29.37

PT STA. = 702+69.95

LINE TABLE

LINE #

L1

LENGTH (ft)

1072.01

BEARING

N 53° 38' 12" E

START POINT

N 1495685.179 E 463356.353

END POINT

N 1496320.776 E 464219.615

LINE TABLE

LINE #

L2

L3

LENGTH (ft)

110.59

36.90

BEARING

N 74° 21' 54" E

S 65° 19' 44" E

START POINT

N 1495395.897 E 462804.942

N 1495421.360 E 462966.394

END POINT

N 1495425.702 E 462911.441

N 1495405.956 E 462999.929

LINE TABLE

LINE #

L4

L5

LENGTH (ft)

24.31

48.67

BEARING

N 86° 54' 05" E

N 46° 34' 53" E

START POINT

N 1495474.273 E 463041.515

N 1495496.044 E 463114.171

END POINT

N 1495475.587 E 463065.789

N 1495529.492 E 463149.519

LINE TABLE

LINE #

L6

LENGTH (ft)

174.34

BEARING

N 46° 34' 53" E

START POINT

N 1495425.546 E 463051.309

END POINT

N 1495545.371 E 463177.938

LINE TABLE

LINE #

L7

LENGTH (ft)

147.41

BEARING

N 00° 00' 18" W

START POINT

N 1495046.868 E 463043.255

END POINT

N 1495194.276 E 463043.242

LINE TABLE

LINE #

L8

L9

LENGTH (ft)

14.64

60.09

BEARING

N 00° 02' 21" W

N 00° 56' 20" W

START POINT

N 1495146.867 E 463031.543

N 1495205.441 E 463031.158

END POINT

N 1495161.507 E 463031.533

N 1495265.521 E 463030.174

LINE TABLE

LINE #

L10

L11

LENGTH (ft)

72.46

61.24

BEARING

N 00° 28' 36" E

N 15° 46' 05" E

START POINT

N 1495107.244 E 463055.397

N 1495375.390 E 463039.399

END POINT

N 1495179.699 E 463056.000

N 1495434.330 E 463056.042

SUMMERLAKE PARK BLVD.

ROUNDABOUT WEST LEG-RIGHT

ROUNDABOUT EAST LEG-LEFT

ROUNDABOUT EAST LEG-RIGHT

SEIDEL RD.

ROUNDABOUT SOUTH LEG-LEFT

ROUNDABOUT SOUTH LEG-RIGHT

JUAN P. CAMACHO, P.E.

PE # 60031

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

Engineers | Scientists Planners | Designers 225 E. Robinson Street, Suite 300 Orlando, FL 32801 (407)839-4006 Certificate of Authorization # 3932

ROUNDABOUT

IMPROVEMENTS FOR

SEIDEL RD. AT

SUMMERLAKE PARK BLVD.

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PROJECT LAYOUT SHEET 2

C:\AMS\ACCDocs\VHB\63989.21 OCBCC_Seidel Rd at Summerlake Park-\Project Files\5_Work\Cad\63989.21\Roadway\PLAYRD01.dwgChristopher Lonzisero 12/17/2025 9:33:49 AM

GENERAL NOTES

1. ALL SURVEY INFORMATION WAS OBTAINED FROM A LICENSED FLORIDA PROFESSIONAL

SURVEYOR AND MAPPER AND UTILIZED AS SUPPORTING DATA IN THE PRODUCTION OF

DESIGN PLANS AND FOR CONSTRUCTION ON SUBJECT PROJECT. THE PROFESSIONAL

SURVEYOR AND MAPPER OF RECORD IS: ERIC E. CAIN, P.S.M., P.S.M. NO: 7131, ECHO

UES, INC. 400 STATE ROAD 343, SUITE 1024, OVIEDO, FLORIDA 32765, CERTIFICATE

OF AUTHORIZATION: 8184.

2. THE HORIZONTAL POSITIONS FOR ALL FEATURES SHOWN ON THE MAP ARE RELATIVE

TO THE FLORIDA STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM OF

1983/2011 ADJUSTMENT (NAD 83/11), ZONE 901, FLORIDA EAST. HORIZONTAL CONTROL

WAS ESTABLISHED USING THE FLORIDA DEPARTMENT OF TRANSPORTATION'S (FDOT)

FLORIDA PERMANENT REFERENCE NETWORK (FRPN), A REAL TIME KINEMATIC (RTK)

GLOBAL POSITIONING SYSTEM (GPS).

3. VERTICAL INFORMATION SHOWN HEREON REFERS TO ORANGE COUNTY CONTROL

MONUMENT "J1634009" HAVING A PUBLISHED ELEVATION OF 104.822 FEET AND ORANGE

COUNTY CONTROL MONUMENT "J1634005" HAVING A PUBLISHED ELEVATION OF 101.202

FEET. ALL SET CONTROL WAS EVALUATED BY COMPLETING A CLOSED LOOP BENCH RUN

FROM THE ABOVE MENTIONED PRIMARY VERTICAL CONTROL POINTS. SAID BENCH RUN

CLOSURE IS ACCURATE TO A STANDARD OF 0.05' TIMES THE SQUARE ROOT OF THE

BENCH RUN DISTANCE IN MILES.

4. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH AND CONFORM TO THE MOST

STRINGENT REQUIREMENT OF THE PROJECT SPECIFICATIONS, THE 2024-25 EDITION

OF THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR

ROAD AND BRIDGE CONSTRUCTION (FDOT), AND SUPPLEMENTS THERETO, AND ORANGE

COUNTY ROAD CONSTRUCTION SPECIFICATIONS.

5. 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.

6. ALL PERSONAL PROPERTY, EXCEPT MAILBOXES, WITHIN THE RIGHT-OF-WAY NOT

RELOCATED BY THE PROPERTY OWNER SHALL BE REMOVED BY THE CONTRACTOR AS

NECESSARY TO CONSTRUCT THE PROJECT IN ACCORDANCE WITH THE PLANS. MAIL

BOXES SHALL BE RELOCATED BY THE CONTRACTOR IN ACCORDANCE WITH FDOT

STANDARD INDEX NO. 532. PAYMENT WILL BE INCLUDED IN ITEM NO. 110-1-1,

"CLEARING & GRUBBING (LS)".

7. 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.

8. SOD ALL DISTURBED AREAS UNLESS OTHERWISE DIRECTED. SOD SHALL MATCH

EXISTING TYPE SOD UNLESS OTHERWISE DIRECTED BY THE CONSTRUCTION ENGINEER.

9. FOR LIMITS OF STABILIZATION AT TURNOUTS AND DRIVEWAY CONNECTIONS SEE FDOT

STANDARD PLANS 522-003 AND TYPICAL SECTIONS FOR DEPTH AND LBR.

10. 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 ITEM 104-14. "PREVENTION, CONTROL, AND

ABATEMENT OF EROSION AND WATER POLLUTION (LS)", EXCLUDING ITEMS SPECIFIED

ELSEWHERE. ENVIRONMENTAL CONTROLS SHALL BE USED AT LOCATIONS DESIGNATED

IN THE PLANS AND/OR DESIGNATED BY THE CONSTRUCTION ENGINEER.

11. 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 CONSTRUCTION ENGINEER AS SOON AS POSSIBLE AFTER

DISCOVERY FOR RESOLUTION.

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

ENGINEER.

13. THE CONTRACTOR SHALL NOTIFY ALL GAS UTILITY COMPANIES A MINIMUM OF TWO (2)

WORKING DAYS PRIOR TO EXCAVATION AS REQUIRED BY CHAPTER 77-153 OF THE

FLORIDA STATUTES.

14. ALL DRAINAGE PIPES SHALL BE STEEL REINFORCED CONCRETE PIPE, CLASS III,

UNLESS OTHERWISE NOTED.

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

LENGTHS INSTALLED.

16. ALL EXISTING DRAINAGE STRUCTURES AND PIPES TO REMAIN WITHIN THE

RIGHT-OF-WAY, UNLESS OTHERWISE DIRECTED. ALL EXISTING SIDEWALKS WITHIN THE

R.O.W. SHALL BE REMOVED, UNLESS OTHERWISE DIRECTED.

17. ALL MANHOLE COVERS SHALL INCLUDE THE ORANGE COUNTY LOGO AND BE IDENTIFIED

AS "SANITARY", "STORM", OR "WATER", AS APPROPRIATE.

18. ALL INLET/MANHOLE - PIPE JOINTS SHALL BE FILLED WITH NON-SHRINK GROUT,

COVERED WITH AN ASPHALTIC MASTIC COATING, AND WRAPPED WITH A FILTER FABRIC

MATERIAL PER SECTION 13.03.03 OF THE ORANGE COUNTY ROAD CONSTRUCTION

SPECIFICATIONS. ALL PIPE JOINTS IN THIS PROJECT SHALL BE WRAPPED PER FDOT

STANDARD PLANS 430-001 OR AS DIRECTED BY THE CONSTRUCTION ENGINEER. COST

TO BE INCLUDED IN THE COST OF THE PIPE CULVERT.

19. ALL CURB INLETS, DITCH BOTTOM INLETS, AND MANHOLES SHALL HAVE TRAFFIC

BEARING FRAMES AND COVERS OR GRATES MEETING HS-20 LOADING REQUIREMENTS.

20. CHANGES OF PIPE INVERTS NOT EXCEEDING PLUS OR MINUS 1 FOOT WILL NOT BE

CONSIDERED AS A BASIS FOR ADDITIONAL COMPENSATION FOR THE PERTINENT PIPE

BID ITEM OR FOR MODIFICATION OF PRECAST STRUCTURES.

21. 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.

22. 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

CONSTRUCTION ENGINEER, OR:

STATE GEODETIC ADVISOR, RONNIE TAYLOR

SUITE 309

3900 COMMONWEALTH BOULEVARD

TALLAHASSEE, FL

(240) 678-2107

23. 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 CONSTRUCTION ENGINEER AND THE COUNTY

SURVEYOR, WITHOUT DELAY, BY TELEPHONE: (407) 836-8672. THE CONTRACTOR SHALL

PROVIDE WRITTEN FOLLOW UP CONFIRMATION WITHIN 48 HOURS OF TELEPHONE

NOTIFICATION.

24. PRIOR TO BEGINNING ANY CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT TO ORANGE

COUNTY PUBLIC WORKS ENGINEERING 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

CONSTRUCTION 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.

25. WITHIN 21 CALENDAR DAYS AFTER NOTICE TO PROCEED, THE CONTRACTOR SHALL

STAKE THE RIGHT-OF-WAY AT 100 FOOT INTERVALS AND AT RIGHT-OF-WAY BREAKS

WITH STATIONING SHOWN ON THE STAKE. NO INVOICE FOR PAVEMENT WILL BE

PROCESSED UNTIL THE RIGHT-OF-WAY HAS BEEN STAKED TO THE SATISFACTION OF

THE CONSTRUCTION ENGINEER. PAYMENT IS INCLUDED IN THE PRICE BID FOR ITEM

NO. 101-1 "MOBILIZATION (LS)".

26. DRAINAGE STRUCTURE INLET ELEVATIONS REFER TO THE ELEVATION AT THE EDGE OF

PAVEMENT FOR CURB INLETS AND THE RIM OR GRATE ELEVATION FOR MANHOLES AND

DITCH BOTTOM INLETS.

27. STATION AND OFFSET FOR CURB INLETS REFERS TO THE LOCATION IDENTIFIED AS

"C/L INLET" IN FDOT STANDARD PLANS (CENTER OF MANHOLE). STATION AND OFFSET

FOR MITERED END SECTIONS REFERS TO THE LOCATION IDENTIFIED AS "LOCATION

REFERENCE" IN FDOT STANDARD PLANS. STATION AND OFFSET FOR MANHOLES AND

DITCH BOTTOM INLETS REFERS TO THE CENTER OF THE STRUCTURE.

28. THE CONTRACTOR SHALL RELOCATE EXISTING TRAFFIC SIGNS AS REQUIRED DURING

CONSTRUCTION. 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 AS SHOWN ON THE CONSTRUCTION

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

SIGNING AND PAVEMENT MARKING PLANS OR AS DIRECTED BY THE CONSTRUCTION

ENGINEER. SIGNS NOT TO BE RE-INSTALLED SHALL BE DELIVERED TO ORANGE

COUNTY'S TRAFFIC SIGN SHOP. DAMAGED SIGNS SHALL BE REPLACED BY THE

CONTRACTOR AT NO COST TO ORANGE COUNTY. COST OF RELOCATION, MAINTENANCE,

REMOVAL AND LEFTOVER SIGNS NOT RE-INSTALLED SHALL BE INCLUDED IN PAY ITEM

102-1A, MAINTENANCE OF TRAFFIC.

29. ALL EXCAVATIONS SHALL BE REQUIRED TO CONFORM TO THE PROVISIONS 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.

30. CONTRACTOR IS TO MAINTAIN UNINTERRUPTED ACCESS TO ALL DRIVEWAYS AND SIDE

STREETS AT ALL TIMES AND IS TO NOTIFY PROPERTY OWNERS 5 DAYS PRIOR TO

CONSTRUCTION.

31. PRIOR TO COMMENCEMENT OF WORK CONTRACTOR SHALL CALL SUNSHINE ONE 48

HOURS IN ADVANCE OF PERFORMING ANY UTILITY ADJUSTMENTS OR RELOCATIONS.

SUNSHINE ONE PHONE NUMBER IS 1-800-432-4770.

32. CONTRACTOR TO VIDEOTAPE AND PHOTOGRAPH PROJECT SITE PRIOR TO CONSTRUCTION

AND GIVE A COPY TO THE COUNTY.

33. ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED

TO A CONDITION EQUAL TO OR BETTER THAN THE CONDITION EXISTING. COST TO BE

INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION WILL BE

ALLOWED.

34. ALL EXISTING FENCE WITHIN THE LIMITS OF CONSTRUCTION IS TO REMAIN UNLESS

OTHERWISE NOTED.

35. IT SHALL BE NOTED THAT NO TEST BORINGS WERE MADE WHERE CONDUIT RUNS ARE

TO BE INSTALLED BY JACKING OR TRENCHING. IT SHALL BE THE CONTRACTOR'S

RESPONSIBILITY TO EXAMINE JOB SITE CONDITIONS BEFORE SUBMITTING BID

PROPOSALS IN ACCORDANCE WITH SECTION 2-4 OF THE FDOT SPECIFICATIONS.

36. THE LOCATION(S) OF THE UTILITIES SHOWN IN THE PLANS (INCLUDING THOSE

DESIGNATED VV, VH, AND VVH) ARE BASED ON LIMITED INVESTIGATION TECHNIQUES

AND SHOULD BE CONSIDERED APPROXIMATE ONLY. THE VERIFIED

LOCATIONS/ELEVATIONS APPLY ONLY AT THE POINTS SHOWN. INTERPOLATIONS

BETWEEN THESE POINTS HAVE NOT BEEN VERIFIED.

37. UTILITY/AGENCY OWNERS FOR THIS PROJECT INCLUDE:

SERVICE AREA UTILITY TYPE(S) CONTACT

AT&T DISTRIBUTION TELEPHONE DINO FARRUGGIO

G27896@ATT.COM

AT&T COMMUNICATION KEVIN TALECKI/

LINES, FIBER MIKE GAMBOA

(800) 200-3365

CENTURYLINK FIBER, TELEPHONE BILL MCCLOUD

(800) 815-3144

CHARTER COMMUNICATIONS CATV, FIBER, GARY BLEVINS

TELEPHONE (813) 302-0800

DUKE ENERGY ELECTRIC DUKE'S CUSTOMER

SERVICE CENTER

(407) 629-1010

LAKE APOPKA NATURAL GAS NATURAL GAS MINGO COLON

DISTRICT

MCI COMMUNICATION INVESTIGATIONS TEAM

LINES, FIBER (800) 624-9675 X2

ORANGE COUNTY UTILITIES WATER, RECLAIMED/ MIKE BYRD

WATER, WASTEWATER (407) 592-3936

SUMMIT BROADBAND FIBER, TELEPHONE MICHELLE DANIEL

(407) 996-1183

VERIZON WIRELESS FIBER NICK WIEKLINSKI

GENERAL NOTES

C:\AMS\ACCDocs\VHB\63989.21 OCBCC_Seidel Rd at Summerlake Park-\Project Files\5_Work\Cad\63989.21\Roadway\GNNTRD01.dwgChristopher Lonzisero 12/17/2025 9:34:02 AM

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

Engineers | Scientists Planners | Designers 225 E. Robinson Street, Suite 300 Orlando, FL 32801 (407)839-4006 Certificate of Authorization # 3932

ROUNDABOUT

IMPROVEMENTS FOR

SEIDEL RD. AT

SUMMERLAKE PARK BLVD.

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S B

S B

S B

S B

S B

S B

S B

BFOC(B)BFOC(B)

BFOC(B)

BFOC(B)

BFOC(B)

BFOC(B)

BFOC(B)

BFOC(B)

BFOC(B)

BFOC(B)

BFOC(B)BFOC(B)BFOC(B)

BFOC(B)

BFOC(B)

BFOC(B)

BFOC(B)

BFOC(B)BFOC(B)BFOC(B)BFOC(B)BFOC(B)BFOC(B)BFOC(B)BFOC(B)

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BFOC(B)

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BFOC(B)

BFOC(B)

BFOC(B)

BFOC(B)

BFOC(B)BFOC(B)

S(B)S(B)

S B

S B

S(B)S(B)S(B)

W(B)W(B)W(B)W(B)W(B)W(B)

W B

W(B)W(B)W(B)W(B)W(B)W(B)W(B)W(B)W(B)W(B)W(B)W(B)W(B)W(B) W(B)

W(B)

BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)

BE(B)

BE(B)

G(B)G(B)G(B)G(B)G(B)G(B)G(B)G(B)G(B)G(B) G(B)

G(B) G(B)

G(B) G(B)

G(B) G(B)G(B)G(B)G(B)G(B)G(B) S(C)S(C)

S C

S C

S(C) S(C)

S(C)

S(B) S(B)

SAN

SAN

SAN

SAN

SAN

SAN

SD

SD

SD

SD

SD

SD

SAN

WATER

SAN

ELEC

U

U

BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D)

TH2-3

TH2-1

TH2-2

BE(B) BE(B) BE(B) BE(B) BE(B) BE(B) BE(B) BE(B) BE(B) BE(B) BE(B) BE(B) BE(B) BE(B) BE(B) BE(B)

BE(B)

BE(B)

BE(B)

BE(B)

BE(B) BE(B)

EOI TH2-6

TH2-5

BE(B)

BFOC(B)BFOC(B)BFOC(B)BFOC(B)BFOC(B)BFOC(B)BFOC(B)BFOC(B)

BFOC(B)

BFOC(B)

BFOC(B)

BFOC(B)

BFOC(B)

BFOC(B)

BFOC(B)

BFOC(B)

BFOC(B)

BFOC(B)

BFOC(B)

BFOC(B)

BFOC(B)BFOC(B)BFOC(B)BFOC(B)BFOC(B)BFOC(B)BFOC(B)BFOC(B)BFOC(B)BFOC(B)BFOC(B)BFOC(B)BFOC(B)

BFOC(B)

BFOC(B)

BFOC(B)

BFOC(B)

BFOC(B)BE(D) BE(D) BE(D) BE(D) BE(D) BE(D) BE(D) BE(D)

BE(D)

BE(D)

BE(D)

BE(D) BE(D) BE(D) BE(D) BE(D) BE(D) BE(D) BE(D) BE(D) BE(D) BE(D)

BEGIN CONSTRUCTION

£ CONST. SUMMERLAKE

PARK BLVD.

STA. 30+47.34

300 301

PT STA. 202+03.20

PRC STA. 201+15.82

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

SUMMERLAKE PARK BLVD.

£ CONST. SUMMERLAKE

PARK BLVD.

£ CONST. ROUNDABOUT

WEST LEG-LEFT

£ CONST. ROUNDABOUT

WEST LEG-RIGHT

MATCH TO EXIST. SHARED USE PATH

MATCH TO EXIST. C&G

STA. 31+78.71, 17.08 LT.

MATCH TO EXIST. C&G

STA. 30+48.46, 15.95 RT.

EXIST. R/W

32+90.38

29.00 RT.

CONST. TYPE F C&G

CONST. TYPE F C&G

32+69.96

6.51 LT.

32+70.92

4.98 RT.

R5.8'

CONST. TYPE E C&G

S-100

S-102S-102

S-103

SEE DETAIL A

LEGEND:

MILL & RESURFACE

CONC. SIDEWALK (6" THICK)

INLET PROTECTION

SEDIMENT BARRIER

LIMIT OF CONSTRUCTION

CONST. 24 LF

OF 18" RCP

S-104

32+54.47

45.68 RT. 13.7'

MATCH TO

EXIST. S/W

STA. 32+99.67

69.58

M

AT

C H

LI

N E S

TA

.0

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

Engineers | Scientists Planners | Designers 225 E. Robinson Street, Suite 300 Orlando, FL 32801 (407)839-4006 Certificate of Authorization # 3932

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SEIDEL RD. AT

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SHEET 1

15JUAN P. CAMACHO, P.E.

PE # 60031

C:\AMS\ACCDocs\VHB\63989.21 OCBCC_Seidel Rd at Summerlake Park-\Project Files\5_Work\Cad\63989.21\Roadway\PLANRD01.dwgChristopher Lonzisero 12/17/2025 9:34:54 AM

5 20

Feet

B

S B

S B

S B

S B

S B

S B

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BFOC(B

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BFOC(B)

BFOC(B

BFOC(B

BFOC(B

BFOC(B)BFOC(B)BFOC(B)BFOC(B)BFOC(B)BFOC(B)

BFOC(B)

BFOC(B)

BFOC(B) B

F O C B

B F O C B

B F O C B

B F O C B

B F O C B

BFOC(B)

BFOC(B)BFOC(B)

BFOC(B)

BFOC(B)

BFOC(B

BFOC(B

BFOC(B

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B)

BFOC(

B)BFOC(B)BFOC(B)BFOC(B)

S B

S B

S(B) S(B)

S(B) S(B)

S(B) S(B)

S(B) S(B)

S(B)S(B)S(B)S(B)S(B)S(B)S(B)S(B)S(B)S(B)S(B) S(B)

S(B)S B

S B

S(B)

W(B) W(B)

W(B) W(B)

W(B)W(B)W(B)W(B)W(B)W(B)W(B)W(B)W(B)W(B) W(B)

W(B) W(B)

W(B) W(B)

W(B) W(B)

W(B)

W B

W B

W B

W B

W B

W B

W B

W B

W B

W B

W B

W B

NPW(B)

NPW(B)NPW(B)NPW(B)

NPW(B)

NPW(B)

NPW(B)NPW(B)NPW(B)NPW(B)NPW(B)

NPW(B)

NPW(B)

NPW(B)

N P W B

N P W B

N P W B

N P W B

N P W B

N P W B

N P W B

BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)

BE(B)

BE(B)

BE(B)

BE(B)

BE(B)

BE(B)

BE(B)

BE(B)

BE(B)

BE(B)

BE(B)

BE(B)

BE(

B)

B E B

B E B

B E B

B E B

B E B

B E B

B E B

B E B

B E B

B E B

B E B

B E B

B E B

G(B) G(B)

G(B) G(B)

G(B) G(B)

G(B) G(B)

G(B)G(B)G(B)G(B)G(B) G(B)

G(B)G(B)G(B)G(B)G(B) G(B)

G(B) G(B)

G(B)

BFOC(B)

BFOC(B)

BFOC(B)

BFOC(B)BFOC(B)BFOC(B)BFOC(B)

BFOC(B)

BFOC(B)

S C

S C

S(C) S(C) S(C) S(C) S(C) S(C) S(C) S(C)

S C

S C

S C

S C

S C

S C

S C

S(B) S(B)

S(B) S(B)

S(B)

S(B)

S B

S B

S B

S B

SAN

SAN

SAN

SAN

WATER

NPW

NPW

SAN

SD

SD

SAN

SAN

SAN

SAN

ELEC

ELEC

U

U

BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D) BT(D)

TH

THTH

THT

H

TH

TH

TH

TH

TH

TH

THTH

TH

TH

TH1-15

TH1-14

TH1-13

TH1-12

TH1-11

TH1-11A

TH1-10

TH1-6

TH1-9

TH1-7

TH1-8

TH1-4

TH1-2

TH1-1

TH1-5

TH

TH2-3

TH

TH2-1

TH

TH2-2

B E B

B E B

B E D

B E D

B E D

B E D

B E D

B E D

BE(B) BE(B)

BE(B)

BE(B) BE(B) BE(B)

BE(B)

BE(B) BE(B) BE(B)

BE(B)

BE(B)

BE(B)

BE(B

BE(

B)

BE(

B)

BE(

B)

BE(

B)

BE(

B)

BE(B)

BE(B)

TH

EOI

TH

TH2-6

TH

TH2-4

TH2-5

BE(B)

BF

OC

(B

BFO

C(B

BFO

C(B

BFO

C(B

BFO

C(B

BFOC(B)

BFOC

(B)

BFOC(B

BFOC(B

B F O C B

B F O C B

B F O C B

B F O C B

BFOC(B)

BFOC(B)

BFOC(B)

BFOC(B)

BFOC(B)BFOC(B)BFOC(B)BFOC(B)

BFOC(B)

BFOC(B)

BFOC(B)

BFOC(B)

BFOC(B)

BFOC(B)

BF

OC

(B

BFOC(B)BFOC(B)BFOC(B)

BFOC(B)

BFOC(B)

BFOC(B)

BFOC(B)BFOC(B)BFOC(B)

BFOC(B)

BFOC(B)

BFOC(B)

BFOC(B)

B E D

B E D

B E D

B E D

B E D

B E D

B E D

B E D

B E D

B E D

BE

(D

BE

(D

BE

(D

BE

(D

BE

(D

B E D

) BE

(D

BE

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BE

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BE

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BE

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BE

(D

BE

(D

BE(D)

BE(D)

BE(D) BE(D) BE(D) BE(D) BE(D) BE(D) BE(D) BE(D) BE(D) BE(D) BE(D) BE(D) BE(D)

BE(D)

BE(D) BE(D) BE(D) BE(D) BE(D) BE(D) BE(D) BE(D) BE(D) BE(D) BE(D) BE(D) BE(D)

BE(D)

BE(D)

BE(D)

BE(D)

BE(D)

BE(D)

BE(D)

BE(D)

BE(D)

BE(D)

B E D

BE(D)

EXIST. WETLANDS

PC STA. 100+10.50

PC STA. 102+31.95

PT STA. 102+03.04

PCC STA. 102+60.58

PC STA. 400+24.31

PT STA. 400+77.98

302 303

PCC STA. 302+51.15

PC STA. 203+13.79

PT STA. 202+03.20

PT STA. 203+70.06

EXIST. R/W EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/WEXIST. R/W

E X

IS

T.

R

/W

EX

IS

T.

R

/W

SUMMERLAKE PARK…