ORLOVISTA Mann

Clear L.

L.

TOLL

CONSTRUCTION PLANS FOR

ORANGE COUNTY, FLORIDA

N

DISTRICT NO: 6

ORANGE COUNTY CONTRACT NO. : Y22-900-C

R

E

R

E

VICINITY MAP

T 23 S

T 22 S

NOTE

PLANS WERE PREPARED ACCORDING TO AVAILABLE INFORMATION TO ADEQUATELY

ADDRESS CONDITIONS AS THEY EXISTED AT THE TIME OF PLANS PREPARATION.

NEEDS, CONDITIONS AND OWNERSHIP OF PROPERTIES MAY HAVE CHANGED SINCE

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

NEEDS WITH THE PROPERTY OWNER OR THEIR REPRESENTATIVES. CONTRACTOR

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

NEEDS AND CONDITIONS THAT MAY HAVE CHANGED SINCE PLANS PREPARATION.

CERTIFICATION TO PLANS

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

PLANS COMPLY WITH THE REQUIREMENTS OF SECTION 336.045 OF THE FLORIDA STATUTES

AND ARE IN SUBSTANTIAL CONFORMANCE WITH THE STANDARDS CONTAINED IN THE EDITION

OF THE "MANUAL OF UNIFORM MINIMUM STANDARDS FOR DESIGN, CONSTRUCTION AND

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

THE FLORIDA DEPARTMENT OF TRANSPORTATION PURSUANT TO SUBSECTION 336.045(1)

OF THE FLORIDA STATUTES.

DATE: ENGINEER: FURSAN S. MUNJED, P.E.

LICENSE NO. 51446

PROJECT

LOCATION

LOCATION MAP

OSCEOLA COUNTY OSCEOLA COUNTY

B R

E V

A R

D

C

O U

N T

Y

L A

K E

C

O U

N T

Y

LAKE APOPKA

WINTER

GARDEN

ORLANDO

ORLANDO

INTERNATIONAL

AIRPORT

CHRISTMAS

LAKE COUNTY

FLORIDA

E-W

E

W

DESCRIPTION

INDEX OF SHEETS

SHEET

UTILITIES ENCOUNTERED

610-200-3365

407-434-2568

407-246-3924

FIBER: AT&T FLORIDA

813-302-0800

407-849-3610

REVISIONS DATE BY

PROJECT NO:

APPROVED BY:

CHECKED BY:

DRAWN BY :

DESIGNED BY: FM

TAA

FM

FM

OCC-23055

DATE:

DATE:

DATE:

DATE:

SEMINOLE COUNTY

GALLOWAY DR.

1-4

I-4

TPK

SHEET

OF

PROJECT LENGTH:

BRIDGES:

TOTAL LENGTH:

FEET MILES

5/18/2026 3:01:45 PM N:\Projects\OCC23055_W Jackson St_N Ortman Dr_W Robinson St_Sidewalks\11111111354\roadway\KEYSRD01.dgn

COVER SHEET

TYPICAL SECTIONS

SUMMARY OF PAY ITEMS

UTILITY ADJUSTMENT SHEETS

22-37

58-72

12-15

SIDEWALK 0.796

76-104

JERRY L. DEMINGS, COUNTY MAYOR

NICOLE H. WILSON

CHRISTINE MOORE

MAYRA URIBE

MARIBEL GOMEZ CORDERO

MICHAEL SCOTT DISTRICT 6

BOARD OF COUNTY

COMMISSIONERS

PUBLIC WORKS DIRECTOR

DISTRICT 5

DISTRICT 4

DISTRICT 3

DISTRICT 2

DISTRICT 1

AMENDED BY CONTRACT DOCUMENTS.

CONSTRUCTION, DATED FY 2025-26 AS

SPECIFICATIONS FOR ROAD AND BRIDGE

FY 2025-26 STANDARD PLANS, AND STANDARD

FLORIDA DEPARTMENT OF TRANSPORTATION

GOVERNING STANDARDS AND SPECIFICATIONS:

AND SPECIFICATIONS :

GOVERNING STANDARDS

CATV : CHARTER COMMUNICATIONS

407-838-7171GAS : FLORIDA GAS TRANSMISSION-ORLANDO

813-743-7164GAS : TECO PEOPLES GAS-ORLANDO

TELEPHONE : AT&T DISTRIBUTION 800-247-2020

WATER: ORLANDO UTILITIES WATER COMMISSION

ELECTRIC: ORLANDO UTILITIES ELECTRIC COMMISSION

800-624-9675FIBER : MCI

RECLAIMED WATER/WASTEWATER: CITY OF ORLANDO

407-836-7814FIBER/TRAFFIC : ORANGE COUNTY PUBLIC WORKS

407-246-2636FIBER/TRAFFIC : CITY OF ORLANDO

407-885-7354FIBER/TRAFFIC : CENTRAL FLORIDA EXPRESSWAY

TEL. 407-992-9160

WINTER SPRINGS, FLORIDA 32708

301 WEST STATE ROAD 434, SUITE 309

PEGASUS ENGINEERING, LLC

SIDEWALK PROJECT

SOURCE OF BENCHMARK DATUM

SIGNATURE SHEET

PLAN SHEETS

PROFILE SHEETS

SQ-1-SQ-14 SUMMARY OF QUANTITIES

4-6

DRAINAGE DETAILS

SUMMARY OF DRAINAGE STRUCTURES

CROSS SECTIONS

DRIVEWAY CROSS SECTIONS

DRIVEWAY DETAILS

4205.39 0.796

4205.39

10-11

38-57

105-119

132-147

GENERAL NOTES

STANDARD DETAILS

EXISTING DRAINAGE STRUCTURES

DRAINAGE MAPS

127-128 STORMWATER POLLUTION PREVENTION PLAN

PROJECT LAYOUT

B/L SURVEY CONTROL

B/L CONSTRUCTION CONTROL

DRAINAGE STRUCTURES

KELLY MARTINEZ SEMRAD

122-125

120 POND 100 LAYOUT

POND 100 CROSS SECTIONS

129 TRAFFIC CONTROL PLAN

130-131 DETOUR PLAN

148-154 SUBSURFACE UTILITY INFORMATION

121 POND 100 TYPICAL SECTION

73-75 SOIL SURVEY

ACCELERATED TRANSPORTATION SAFETY PROJECT 51 & 57

126-126A EROSION CONTROL PLAN

T H

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JOSEPH C. KUNKEL, P.E.

W. JACKSON ST.

OLD WINTER GARDEN RD.

ORTMAN DR. - W. JACKSON ST.

ORTMAN DR.

B/L CONST. ORTMAN DR.

STA. 200+00.00

BEGIN PROJECT

B/L CONST. ORTMAN DR.

STA. 230+82.09

END PROJECT

8-9A

121A POND 100 CONTROL STRUCTURE

3-18-2026

OF 1988, (NAVD 88).

ELEVATION OF 100.004, NORTH AMERICAN VERTICAL DATUM

BENCHMARK DESIGNATION L1197002 HAVING A PUBLISHED

A PUBLISHED ELEVATION OF 98.43 AND ORANGE COUNTY

DESIGNATION J1615013 (STAMPED 10-055 BUS STOP), HAVING

MATCHED TO ORANGE COUNTY GIS INFOMAP BENCHMARK

NOTE: ELEVATIONS SHOWN HEREON ARE BASED UPON AND

5-20-2026

5-20-2026

5-20-2026

5-20-2026

COUNTY

FLORIDA

ORANGE

MAY 20, 2026

FINAL PLANS

5/18/2026 3:01:46 PM N:\Projects\OCC23055_W Jackson St_N Ortman Dr_W Robinson St_Sidewalks\11111111354\roadway\SIGNRD01.dgn

PROJECT NO.

BY DESCRIPTIONDATE

REVISIONS

BY DESCRIPTIONDATE

ROAD

NO.

SHEET

LICENSE # 51446

FURSAN MUNJED, P.E.

ENGINEER OF RECORD:

301 WEST STATE ROAD 434, SUITE 309

PEGASUS ENGINEERING, LLC

OCC-23055

ORTMAN DR.

W. JACKSON ST.

COUNTY

FLORIDA

ORANGE

STATE OF

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No 51446

FURSAN S. MUNJED P.E. NO. 51446

(407) 992-9160

WINTER SPRINGS, FL 32708

SUITE 309

301 WEST STATE ROAD 434

PEGASUS ENGINEERING, LLC

SIGNATURE SHEET

SHEET DESCRIPTION

SHEET NO.

STATE OF

R E

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F O

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No 66649

BETH K. WHIKEHART P.E. NO. 66649

(407) 992-9160

WINTER SPRINGS, FL 32708

SUITE 309

301 WEST STATE ROAD 434

ON ANY ELECTRONIC COPIES.

SIGNATURE MUST BE VERFIED

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY

THIS ITEM HAS BEEN DIGITALLY

ON ANY ELECTRONIC COPIES.

SIGNATURE MUST BE VERFIED

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY

THIS ITEM HAS BEEN DIGITALLY

STATE OF

R E

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No 38652

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

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

ON ANY ELECTRONIC COPIES.

SIGNATURE MUST BE VERIFIED

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY

THIS ITEM HAS BEEN DIGITALLY

DAVID W. HAMSTRA, P.E. NO. 38652

(407) 992-9160

WINTER SPRINGS, FL 32708

SUITE 309

301 WEST STATE ROAD 434

PEGASUS ENGINEERING, LLC

SUMMARY OF QUANTITIES

UTILITY ADJUSTMENT SHEETS

DETOUR PLAN

TRAFFIC CONTROL PLAN

DRIVEWAY CROSS SECTIONS

CROSS SECTIONS

PROFILE SHEETS

PLAN SHEETS

B/L CONSTRUCTION CONTROL

B/L SURVEY CONTROL

PROJECT LAYOUT

DRIVEWAY DETAILS

TYPICAL SECTIONS

STANDARD DETAILS

GENERAL NOTES

SUMMARY OF PAY ITEMS

SIGNATURE SHEET

COVER SHEET

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

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

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

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

STATE OF

No 50637

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

ORLANDO, FL 32818

601 N. HART BOULEVARD

NADIC ENGINEERING SERVICES, INC.

ON ANY ELECTRONIC COPIES.

SIGNATURE MUST BE VERIFIED

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY

THIS ITEM HAS BEEN DIGITALLY

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

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

73-75

SOILS SURVEY

127-128

126-126A

58-72

4-6

STORMWATER POLLUTION PREVENTION PLAN

EROSION CONTROL PLAN

DRAINAGE STRUCTURES

DRAINAGE DETAILS

EXISTING DRAINAGE STRUCTURES

SUMMARY OF DRAINAGE STRUCTURES

DRAINAGE MAPS

SIGNATURE SHEET

122-125

121A

POND 100 CROSS SECTIONS

POND 100 CONTROL STRUCTURE

POND 100 TYPICAL SECTION

POND 100 LAYOUT

SIGNATURE SHEET

SHEET DESCRIPTION

SQ-1-SQ-14

132-147

130-131

105-119

76-104

38-57

22-37

12-15

10-11

8-9A

STATE OF

R E

E

NI

G

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F O

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ESNECI

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DIROL

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NUM .S NAS

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No 51446

FURSAN S. MUNJED P.E. NO. 51446

(407) 992-9160

WINTER SPRINGS, FL 32708

SUITE 309

301 WEST STATE ROAD 434

PEGASUS ENGINEERING, LLC

STATE OF

R E

E

NI

G

NE LANOI

S S

E

F O

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ESNECI

L

A

DIROL

F

T R

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HEKIHW .K HT

E

B

No 66649

BETH K. WHIKEHART P.E. NO. 66649

(407) 992-9160

WINTER SPRINGS, FL 32708

SUITE 309

301 WEST STATE ROAD 434

ON ANY ELECTRONIC COPIES.

SIGNATURE MUST BE VERFIED

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY

THIS ITEM HAS BEEN DIGITALLY

ON ANY ELECTRONIC COPIES.

SIGNATURE MUST BE VERFIED

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY

THIS ITEM HAS BEEN DIGITALLY

STATE OF

R E

E

NI

G

NE LANOI

S S

E

F O

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ESNECI

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DIROL

F

No 38652

A

RTS

MAH .W DI

V

A D

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

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

ON ANY ELECTRONIC COPIES.

SIGNATURE MUST BE VERIFIED

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY

THIS ITEM HAS BEEN DIGITALLY

DAVID W. HAMSTRA, P.E. NO. 38652

(407) 992-9160

WINTER SPRINGS, FL 32708

SUITE 309

301 WEST STATE ROAD 434

PEGASUS ENGINEERING, LLC

SUMMARY OF QUANTITIES

UTILITY ADJUSTMENT SHEETS

DETOUR PLAN

TRAFFIC CONTROL PLAN

DRIVEWAY CROSS SECTIONS

CROSS SECTIONS

PROFILE SHEETS

PLAN SHEETS

B/L CONSTRUCTION CONTROL

B/L SURVEY CONTROL

PROJECT LAYOUT

DRIVEWAY DETAILS

TYPICAL SECTIONS

STANDARD DETAILS

GENERAL NOTES

SUMMARY OF PAY ITEMS

SIGNATURE SHEET

COVER SHEET

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

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

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

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

STATE OF

No 50637

R E

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ANN .N NIW

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

ORLANDO, FL 32818

601 N. HART BOULEVARD

NADIC ENGINEERING SERVICES, INC.

ON ANY ELECTRONIC COPIES.

SIGNATURE MUST BE VERIFIED

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY

THIS ITEM HAS BEEN DIGITALLY

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

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

73-75

SOILS SURVEY

127-128

126-126A

58-72

4-6

STORMWATER POLLUTION PREVENTION PLAN

EROSION CONTROL PLAN

DRAINAGE STRUCTURES

DRAINAGE DETAILS

EXISTING DRAINAGE STRUCTURES

SUMMARY OF DRAINAGE STRUCTURES

DRAINAGE MAPS

SIGNATURE SHEET

122-125

121A

POND 100 CROSS SECTIONS

POND 100 CONTROL STRUCTURE

POND 100 TYPICAL SECTION

POND 100 LAYOUT

SIGNATURE SHEET

SHEET DESCRIPTION

SQ-1-SQ-14

132-147

130-131

105-119

76-104

38-57

22-37

12-15

10-11

8-9A

5/18/2026 3:01:47 PM N:\Projects\OCC23055_W Jackson St_N Ortman Dr_W Robinson St_Sidewalks\11111111354\roadway\CESSRD01.dgn

BY DESCRIPTIONDATE

REVISIONS

BY DESCRIPTIONDATE

ROAD

NO.

SHEET

LICENSE # 51446

301 WEST STATE ROAD 434, SUITE 309

PEGASUS ENGINEERING, LLC

OCC-23055

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SIDEWALK IMPROVEMENTS

W. JACKSON ST. - ORTMAN DR.

ORTMAN DR.

W. JACKSON ST.

COUNTY

FLORIDA

ORANGE

SUMMARY OF PAY ITEMS

SUMMARY OF PAY ITEMS

ITEM NO. DESCRIPTION UNIT

QUANTITY

PLAN FINAL

110-1-1 LS

104-14 PREVENTION, CONTROL AND ABATEMENT OF EROSION AND WATER POLLUTION LS

120-9 LSEARTHWORK (EXCAVATION, EMBANKMENT, AND GRADING)

SY522-2

SY570-1-2 PERFORMANCE TURF (SODDING)

CLEARING AND GRUBBING

SY522-1

LF430-175-118 PIPE CULVERT (STEEL REINFORCED CONC. PIPE) (ROUND) (18")

PAY ITEM NOTES

110-1-1

570-1-2

110-7-1

LF711-11-123 THERMOPLASTIC PAVEMENT MARKINGS (STANDARD) (WHITE) (SOLID) (12" CROSSWALKS)

LF711-11-125 THERMOPLASTIC PAVEMENT MARKINGS (STANDARD) (WHITE) (SOLID) (24" STOP BARS)

LF711-14-125 THERMOPLASTIC PAVEMENT MARKINGS (PREFORMED) (WHITE) (SOLID) (24" CROSSWALKS)

700-1-111

700-1-500

700-1-600

SINGLE COLUMN GROUND SIGN ASSEMBLY, F&I GROUND MOUNT, LESS THAN 12 S.F.

SINGLE COLUMN GROUND SIGN ASSEMBLY, RELOCATE

SINGLE COLUMN GROUND SIGN ASSEMBLY, REMOVE

EA

EA

EA

MODIFY EXISTING DRAINAGE STRUCTURE425-11 EA

EA

EA110-7-1 MAILBOX, F&I, SINGLE

527-2 DETECTABLE WARNINGS SF

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

524-1-1 CONCRETE DITCH PAVEMENT, NON-REINFORCED, 3" SY

550-10-228 LF

430-94-1 DESILT EXISTING PIPE (0"-24") LF

LF430-94-2 DESILT EXISTING PIPE (25"-36")

110-1-1

TO FACILITATE POSITIVE DRAINAGE DURING CONSTRUCTION AND AFTER COMPLETION.

INCLUDES THE COST OF CLEARING THE EXISTING GUTTERS FROM SEDIMINTATION

INLET, DITCH BOTTOM, TYPE D (<10')

430-175-124 LF

425-1-541

PIPE CULVERT (STEEL ELLIPTICAL REINFORCED CONCRETE PIPE) (14"x23")430-175-218

PIPE CULVERT (STEEL ELLIPTICAL REINFORCED CONCRETE PIPE) (19"x30")430-175-224

EA 1425-2-41

LF

LF

FENCING TYPE B, 5.1-6.0', RESET EXISTING

MANHOLES - TYPE P-7 (<10')

PIPE CULVERT (STEEL REINFORCED CONCRETE PIPE) (24" ROUND)

CONCRETE SIDEWALK (6" THICK)

LS

LS

101-1

102-1

MOBILIZATION

MAINTENANCE OF TRAFFIC

425-1-525 INLET, DITCH BOTTOM, TYPE C. PARTIAL EA 1

425-999 1LS

327-70-1

334-1-13

MILLING EXISTING ASPHALT PAVEMENT (1" AVG. DEPTH) SY

SY

425-999

430-175-118

EXISTING 18" PIPE AS SHOWN ON SHEETS 23 AND 72.

INCLUDES THE COST OF 2 CONCRETE JACKETS FOR THE EXTENSION OF THE

711-17-1 SF 283

LS900-1 AS-BUILT PLANS

GROUNDWATER TREATMENT AND DISPOSAL ED900-3

900-2 INDEMNIFICATION LS 1

PIPE CULVERT (STEEL REINFORCED CONCRETE PIPE) (30" ROUND) LF 8430-175-130

430-982-133 EA 1MITERED END SECTION, ROUND, 30" CD (1:4)

430-175-130

EXISTING 30" PIPE INTO POND 100, AS SHOWN ON SHEETS 24 AND 120.

INCLUDES THE COST OF 1 CONCRETE JACKET FOR THE EXTENSION OF THE

INCLUDES THE COST OF MOWING AND LITTER REMOVAL (30-DAY CYCLE).

BE MAINTAINED BY THE CONTRACTOR UNTIL END OF CONSTRUCTION.

ALL SOD SLOPES 1:3 OR GREATER SHALL BE PEGGED. ALL SODDED AREAS SHALL

RELOCATION WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RESOLVE.

REQUESTS A RELOCATION OF THEIR MAILBOX INSTEAD OF REPLACEMENT, ANY DAMAGES DURING

THE MAILBOX RELACEMENTS, INCLUDING LOCATION, ACCESS, ETC. IF THE PROPERTY OWNER

COORDINATE WITH THE PROPERTY OWNERS, AND THE POST OFFICE REGARDING

900-4 42TREE ROOT BARRIER LF

POND 100 CONTROL STRUCTURE (S-421)

THERMOPLASTIC, REMOVE EXISTING THERMOPLASTIC PAVEMENT MARKINGS-SURFACE TO REMAIN

530-3-4 106SY

104-14

102-1

INCLUDING PCMS BOARDS.

AND DEVICES NECESSARY FOR MAINTENANCE OF TRAFFIC DURING THE DURATION OF THE PROJECT, INCLUDES THE COST (F&I) OF ALL TRAFFIC CONTROL COORDINATION, PERSONNEL, EQUIPMENT, CONCRETE SIDEWALK (4" THICK)

OF THE POND CONTROL STRUCTURE, AS SHOWN ON SHEET 121A.

SKIMMER POSTS, AND ALL OTHER INCIDENTAL ITEMS REQUIRED FOR THE CONSTRUCTION

INCLUDES THE COST OF 6" CONC. DITCH PAVEMENT, TWO 8" PVC PIPES, SKIMMER BLADE,

SUPERPAVE ASPHALTIC CONCRETE (TRAFFIC C) (1")

RIPRAP, RUBBLE, F&I, DITCH LINING (1.5' THICK)

FLAG ALL TREES TO BE REMOVED FOR REVIEW BY THE COUNTY PRIOR TO REMOVAL.

INCLUDES THE COST OF TREE AND SHRUB REMOVAL AND TRIMMING.

INCLUDES THE COST OF REMOVING EXISTING CONCRETE.

NECESSARY FOR THE PREVENTION, CONTROL, AND ABATEMENT OF EROSION AND WATER POLLUTION.

INLET PROTECTION SYSTEM, SOIL TRACKING PREVENTION DEVICE AND ALL OTHER ITEMS

INCLUDES THE COST (F&I) FOR SILT FENCE, FLOATING TURBIDITY BARRIERS, SYNTHETIC BALES, 5/18/2026 3:01:49 PM N:\Projects\OCC23055_W Jackson St_N Ortman Dr_W Robinson St_Sidewalks\11111111354\drainage\DRMPRD01.dgn

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PEGASUS ENGINEERING, LLC

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DRAINAGE MAP

LICENSE # 66649

BETH K. WHIKEHART, P.E.

SIDEWALK IMPROVEMENTS

ORTMAN DR.

ORTMAN DR.

W. JACKSON ST.

COUNTY

FLORIDA

ORANGE

200 205

P C

S

T A

.3

PT STA. 206+43.54

PC STA. 207+18.53

P T

S

T A

.7

210 215 P

A

.0

D

D D

D D

D

D D

D

D

D

D

D

D

P

P

P

P

18" RCP

18" RCP

P

18" RCP

30" RCP

R C P

P

P

24" RCP

P

34"x53" ERCP x

C P

34"x53" ERCP

34"x53" ERCP

29"x45" ERCP

P

P

29"x45" ERCP

29"x45" ERCP

P x

C P

P

P

P

P

P

V

C

C Y

N T

H I A

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ORANGE COUNTY BCC

13 14

18 19

N

Feet

0 25

M A

T C

H L I N

E

200+00 205+00 210+00 215+00

MATCHLINE

R/W LINE

R/W LINE

R/W LINE

R/W LINE

T 22 S

R 29 E

1" = 5' VERT.

1" = 100' HORIZ.

S-416

S-417

S-416

S-415

S-418

85 85

S-417

S-418

INV. 90.67

INV. 90.57

24" RCP

24" RCP

INV. 90.59

INV. 91.92

INV. 91.80

POND 100

LAKE MANN

AT B/L CONST. ORTMAN DR.

EXISTING PAVEMENT PROFILE

STA. 200+00.00

£ CONST. ORTMAN DR.

BEGIN PROJECT

STA. 200+00.00

£ CONST. ORTMAN DR.

BEGIN PROJECT

ORTMAN DR.

ORTMAN DR.

S-420

S-421

T O

P O

F W

A T

E R E

L E

V : 9

.0

L A

K E M

A N

N

G

W

T

5/18/2026 3:02:24 PM N:\Projects\OCC23055_W Jackson St_N Ortman Dr_W Robinson St_Sidewalks\11111111354\drainage\DRMPRD02.dgn

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301 WEST STATE ROAD 434, SUITE 309

PEGASUS ENGINEERING, LLC

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LICENSE # 66649

BETH K. WHIKEHART, P.E.

SIDEWALK IMPROVEMENTS

ORTMAN DR.

ORTMAN DR.

W. JACKSON ST.

COUNTY

FLORIDA

ORANGE

A

.1

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.0

225 230

D

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P

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15" RCP

24" RCP

12" RCP

P

42" RCP

42" RCP

42" RCP

42" RCP

42" RCP42" RCP

42" RCP

30" RCP

30" RCP

42" RCP

30" RCP

30" RCP

P

18" RCP

P

R C P

P

P

P

29"x45" ERCP 42" RCP

P

P

42" RCP

ORANGE COUNTY BCC

N

Feet

0 25

W

R O

B I N

S O

N

S

T

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F F

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S O

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37 38

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220+00 225+00 230+0090

R/W LINE

R/W LINE R/W LINE

R/W LINE

R/W LINE

LA R/W LINE

LA R/W LINE

R/W LINE

S-419

18" PIPE

EXISTING

T 22 S

R 29 E

1" = 5' VERT.

1" = 100' HORIZ.

S-419

AT B/L CONST. ORTMAN DR.

EXISTING PAVEMENT PROFILE

STA. 230+82.09

£ CONST. ORTMAN DR.

END PROJECT

STA. 230+82.09

£ CONST. ORTMAN DR.

END PROJECT

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DRAINAGE MAP

SIDEWALK IMPROVEMENTS

W. JACKSON ST.

LICENSE # 66649

BETH K. WHIKEHART, P.E.

COUNTY

FLORIDA

ORANGE

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18" CPP 15" RCP 15" RCP

15" RCP

18" RCP

18" RCP

18" RCP

18" RCP

18" RCP

18" RCP

18" RCP 18" RCP

P

P

RCP

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15" CPP

15" CPP

6" PVC9

.9

.9

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S-401 S-403

S-405

S-404

S-406 S-408

S-411

S-414

S-415

S-417

S-416

S-413

S-412

S-410

S-409

S-407

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53 54 61 62 69

44 45

47 48

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59 60 70

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LEFT SIDE

RIGHT SIDE

S-404 S-407 S-409

S-411 S-412

S-413

S-415

S-401 S-403

S-405

S-406 S-408

S-410

S-414

S-416

18" RCP

18" RCP 18" RCP

18" RCP

18" RCP

AT B/L CONST. W. JACKSON ST.

EXISTING PAVEMENT PROFILE

AT B/L CONST. W. JACKSON ST.

EXISTING PAVEMENT PROFILE

INV. 92.65

INV. 94.90

INV. 94.60

INV. 92.25 INV. 91.50

95 95

95 95

100100

90 90

INV. 95.30

INV. 91.03

INV. 91.18

INV. 90.88 INV. 90.80 INV. 90.70

INV. 93.20

INV. 94.00

INV. 93.28

40+00

45+00 50+00

45+00 50+00

1" = 5' VERT.

1" = 100' HORIZ.

1" = 5' VERT.

1" = 100' HORIZ.

R/W LINE

R/W LINE

T 22 S

R 29 E

EXIST. 18" RCP

EXIST. 18" RCP

INV. 91.28

24" RCP

S-408FROM

INV. 91.33INV. 92.45

S-407TO

S-417

INV. 90.67

24" RCP

24" RCP

24" RCP 24" RCP

ERCP

19"x30

INV. 94.84

14"x23" ERCP

18" RCPERCP

19"x30"

19"x30" ERCP

EXISTING 8" SANITARY

EXISTING 8" SANITARY

STA. 38+76.70

£ CONST. W. JACKSON ST.

BEGIN CONSTRUCTION

STA. 38+76.70

£ CONST. W. JACKSON ST.

BEGIN CONSTRUCTION

STA. 38+76.70

£ CONST. W. JACKSON ST.

BEGIN CONSTRUCTION

24" RCP

5/18/2026 3:03:13 PM N:\Projects\OCC23055_W Jackson St_N Ortman Dr_W Robinson St_Sidewalks\11111111354\roadway\GNNTRD01.DGN

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301 WEST STATE ROAD 434, SUITE 309

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ORANGE

GENERAL NOTES

CAUTION:

BEFORE DIGGING IN A CONSTRUCTION AREA.

ARE INSTRUCTED TO TELEPHONE US AT 407-425-4661 TWO WORKING DAYS

BY AN ON-SITE INSPECTION BY T.E.C.O. GAS SYSTEMS THEREFORE, EXCAVATORS

SERVICE LINES. THE ONLY SAFE AND PROPER WAY TO LOCATE GAS FACILITIES IS

EXCAVATING. MAPS SHOW ONLY THE APPROXIMATE LOCATION OF GAS MAINS OR

NOTIFY ALL GAS UTILITIES A MINIMUM OF TWO WORKING DAYS PRIOR TO

CHAPTER 77-153 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR

NOTE: 1- ALL MEASUREMENTS ARE IN ENGLISH UNLESS OTHERWISE SPECIFIED.

GENERAL NOTES

35. ALL CONCRETE SHALL BE MIN. OF 3,000 PSI.

THE CONDITION EXISTING. COST TO BE INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION WILL BE ALLOWED.

34. ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAT

THE PROPOSED PAVEMENT TO THE EXISTING.

33. THE CONTRACTOR SHALL FIELD VERIFY THE EXISTING PAVEMENT ELEVATIONS OF ALL DRIVEWAYS AND SIDEWALKS TO MATCH

PROPERTY OWNERS FIVE DAYS PRIOR TO STARTED CONSTRUCTION.

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

DURING CONSTRUCTION OF THE PROJECT.

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

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

AND LEFTOVER SHALL BE INCLUDED IN THE UNIT PRICES STATED ON THE SUMMARY OF PAY ITEMS.

RE-INSTALLED SHALL BE DELIVERED TO ORANGE COUNTY'S TRAFFIC SIGN SHOP. COST OF RELOCATION, MAINTENANCE, REMOVAL

RE-INSTALL THE STORED SIGNS AS SHOWN ON THE SIGNING PLANS OR AS DIRECTED BY THE ENGINEER. SIGNS NO TO BE

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

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

30. THE CONTRACTOR SHALL RELOCATE EXISTING TRAFFIC SIGNS AS REQUIRED DURING CONSTRUCTION. SIGNS, WHICH ARE

PLANS REFERS TO THE RAMP TYPES IDENTIFIED IN INDEX 522-002.

29. FOR PEDESTRIAN CURB CUT RAMPS DETAILS, REFER TO FDOT STANDARD PLANS INDEX 522-002 NOMENCLATURE SHOW IN THE

BUILDING CONSTRUCTION.

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

THE STATE OF FLORIDA.

ON ORANGE COUNTY DATUM. ALL SUBMITTALS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR REGISTERED IN

POINT TIES PROPOSED TO BE USED IN CONSTRUCTING THE PROJECT WITH THEIR LOCATION, DESCRIPTION AND ELEVATION, BASED

TITLE SHEET AND PLAN AND PROFILE SHEETS, AND/OR A SET OF FIELD NOTES FOR ALL ADDITIONAL BENCHMARK AND REFERENCE

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

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

HOURS OF TELEPHONE NOTIFICATION.

WITHOUT DELAY, BY TELEPHONE 407-836-8672). THE CONTRACTOR SHALL PROVIDE WRITTEN FOLLOW UP CONFIRMATION WITHIN 48

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

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

240-678-2107

TALLAHASSEE, FL

3900 COMMONWEALTH BOULEVARD, SUITE 309,

STATE GEODETIC ADVISOR

CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER, ORANGE COUNTY SURVEY SECTION 407-836-8672 AND BOTH SHALL NOTIFY:

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

PAVEMENT SHALL BE PROTECTED WITH A CAST IRON VALVE BOX.

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

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

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

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

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

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

THE ENGINEER COST TO BE INCLUDED IN THE COST OF THE PIPE CULVERT.

SPECIFICATIONS. ALL PIPE JOINTS IN THIS PROJECT SHALL BE WRAPPED PER FDOT STANDARD INDEX No. 280 OR AS DIRECTED BY

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

20. ALL INLET/MANHOLE - PIPE JOINTS SHALL BE FILLED WITH NON-SHRINK GROUT, COVERED WITH AN ASPHALT MASTIC COATING, "ORANGE COUNTY STORM", OR "ORANGE COUNTY WATER", AS APPROPRIATE. (SEE DETAIL)

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

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

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

REQUIRED BY CHAPTER 77-153 OF THE FLORIDA STATUTES.

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

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

UTILITY ADJUSTMENTS OR RELOCATIONS. SUNSHINE ONE PHONE NUMBER IS 1-800-432-4770.

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

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

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

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

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

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

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

DESIGNATED BY THE ENGINEER.

SPECIFIED ELSEWHERE. ENVIRONMENTAL CONTROLS SHALL BE USED AT LOCATIONS DESIGNATED IN THE PLANS AND/OR

THE BID SPECIFICATIONS. PAYMENT IS INCLUDED IN THE UNIT PRICES STATED ON THE SUMMARY OF PAY ITEMS; EXCLUDING ITEMS

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

ENGINEER.

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

SECTIONS FOR DEPTH AND LBR.

10. FOR STABILIZATION AT TURNOUTS AND DRIVEWAY CONNECTIONS SEE FDOT STANDARD PLANS INDEX 522-002 AND TYPICAL

PROPOSED EDGE OF PAVEMENT.

9. ALL PAVEMENT OFFSETS SHOWN ARE TO PROPOSED BASELINE OF CONSTRUCTION; ALL RADII AND DIMENSIONS ARE TO

8. SAW CUT CONCRETE DRIVEWAYS AS REQUIRED FOR CONSTRUCTION.

7. SOD ALL SLOPES 3:1 OR STEEPER.

UNIT PRICE FOR SOD.

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

5. SOD IN DISTURBED AREAS SHALL MATCH EXISTING TYPE SOD, UNLESS OTHERWISE DIRECTED BY THE ENGINEER.

CONTRACTOR.

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

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

SHALL BE RELOCATED BY THE CONTRACTOR IN ACCORDANCE WITH F.D.O.T. STANDARD PLANS INDEX 110-200.

BE REMOVED BY THE CONTRACTOR AS NECESSARY TO CONSTRUCT THE PROJECT IN ACCORDANCE WITH THE PLANS. MAIL BOXES

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

DETERMINATION AS TO ALL SUBSURFACE CONDITIONS.

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

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

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

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

AND BRIDGE CONSTRUCTION (FDOT), AND SUPPLEMENTS THERETO, AND ORANGE COUNTY ROAD CONSTRUCTION SPECIFICATIONS.

SPECIFICATION, THE LATEST EDITION OF THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD

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

DEWATERING:

PERMITS BY RULE REQUIREMENTS IN 40E-2.061(2), F.A.C.

SET FORTH BY THE SFWMD, IN ADDITION TO THE CONDITIONS FOR THE PERMIT IN CHAPTER 373.223, F.S., AND THE GENERAL

36. FOR ALL DEWATERING OF SURFACE AND GROUNDWATER ACTIVITIES, THE CONTRACTOR SHALL MEET THE FOLLOWING CRITERIA, DETERMINE THE TYPE OF WATER USE PERMIT REQUIRED.

38. THE CONTRACTOR SHALL CONTACT SFWMD (BRIAN COLLINS) AT (407) 858-6100 X3809 OR BY EMAIL AT BCOLLINS@SFWMD.GOV TO

DEWATERING ACTIVITIES.

37. IF THE CONTRACTOR IS NOT CAPABLE OF MEETING THE ABOVE CRITERIA, THEY SHALL APPLY FOR AN INDIVIDUAL WATER USE PERMIT FOR

F. WILL NOT OCCUR WITHIN 1,000 FEET OF A FRESHWATER WETLAND UNLESS DEWATERING ACTIVITIES ARE COMPLETED WITHIN 60 DAYS.

E. WILL NOT OCCUR WITHIN 1,000 FEET OF A KNOWN LANDFILL OR CONTAMINATION; AND

UNDER PART IV OF CHAPTER 62-610, F.A.C.;

D. WILL NOT OCCUR WITHIN 100 FEET OF A WASTEWATER TREATMENT PLANT RAPID-RATE LAND APPLICATION SYSTEM PERMITTED

WATER WITH CHLORIDE CONCENTRATION OF GREATER THAN 1,000 MILLIGRAMS PER LITER;

C. WILL NOT DEWATER TO A DEPTH BELOW 0.0 FEET NGVD WITHIN 1,000 FEET OF SALINE WATER, EXCEPT WHEN DEWATERING

B. WILL RETAIN ALL DISCHARGE ON THE PROJECT SITE UNLESS ASSOCIATED WITH AN AQUIFER PERFORMANCE TEST;

A ONE YEAR PERIOD;

A. HAS A MAXIMUM DAILY PUMPAGE OF LESS THAN 5 MILLION GALLONS (MG) AND A MAXIMUM TOTAL PROJECT PUMPAGE OF LESS THAN 100 MG OVER

SIDEWALK IMPROVEMENTS

W. JACKSON ST., ORTMAN DR.

5/18/2026 3:03:13 PM N:\Projects\OCC23055_W Jackson St_N Ortman Dr_W Robinson St_Sidewalks\11111111354\roadway\GNNTRD02.DGN

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301 WEST STATE ROAD 434, SUITE 309

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NOTE:

1- ALL MEASUREMENTS ARE IN ENGLISH UNLESS OTHERWISE SPECIFIED.

N.T.S.

DRIVEWAY APRONS

TYPICAL SIDEWALK

SECTION E

N.T.S.

SECTION A

6"

2"

1'-3"

TRANSITION

4"

(NO ABRUPT BREAK IN GRADE)

1'-7"

1/2" EXP. JOINT

1/2" EXPANSION JOINT

4" 1'-0"

1'-4"

2"

4"

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STANDARD DETAILS

1 1/2" DEEP SAW CUT JOINTS EQUALLY

SPACED MAXIMUM 5'-0" SPACING

A

DRIVEWAY

E

1" DEEP SAW CUT JOINTS EQUALLY

SPACED MAXIMUM 5'-0" SPACING

SAW CUT JOINT

1 1/2" DEEP

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SIDEWALK

4" CONC.

SIDEWALK

6" CONC.

SIDEWALK

4" CONC.

THICKNESS DETAIL

TYPICAL CONCRETE SIDEWALK

S I D

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FROM PC TO PT OF ALL SIDE STREET RETURNS

6" CONC. THICKNESS REQUIRED

NTS

TYPICAL SWALE DETAIL

APPLIES TO ALL DRIVEWAYS ALONG W. JACKSON STREET

DRIVEWAY RECONSTRUCTION

5' CONCRETE SIDEWALK 5' CONCRETE SIDEWALK

5' 5'

PROPOSED SWALE PROPOSED SWALE

STANDARD DETAILS

EXISTING BASE

EXISTING BASE

EXISTING SUBGRADE

REPLACEMENT

CONCRETE

NOTE:

TO AN AREA FIVE (5') FEET, BEYOND THE BASE CUT.

CUT AREA TO BE PLATED OR PROTECTED ON DAY OF POUR. EXISTING SURFACE TO BE SAW CUT

CUT TO BE REPLACED WITH AN EIGHT (8") INCH 3000 PSI HIGH EARLY CONCRETE TO TOP OF EXISTING BASE.

SUB-GRADE CUT TO BE COMPACTED TO 95% MAX. DENSITY AS DETERMINED BY AASHTO T - 180.

CONCRETE SURFACE

EXISTING ASPHALTIC

GENERAL NOTES:

PAVEMENT RESTORATION:

OR AS DIRECTED BY INSPECTION.

STATED ON THE APPROVED PERMIT

3. ACTUAL REQUIREMENTS WILL BE AS

CUT, WHICHEVER IS GREATER.

POINT TEN (10') FEET BEYOND THE

ALL RETURN RADII, AND ALSO TO A

OVERLAY/RESURFACING TO THE END OF

GENERALLY MAY REQUIRE A COMPLETE

2. CUTS AT INTERSECTIONS OF STREETS

WIDTH OF THE TRAVELED WAY.

OVERLAY/RESURFACING OF THE COMPLETE

1. LONGITUDINAL CUTS MAY REQUIRE

EIGHT (8") INCH HIGH EARLY CONCRETE

SAW CUT

HOT PATCH

SUBGRADE

(COMPACTED

TO 95% MAX.

DENSITY)

1' TYPICAL

PIPE

DRAINAGE

SAW CUT

SHALL BE INCLUDED IN THE PAY ITEM FOR DRAINAGE PIPE.

NOTE: THE COST OF THIS WORK (WITHIN THE SAW CUT LIMITS)

50' M&R50' M&R

5' TYPICAL5' TYPICAL

CONSTRCUTION PLANS CD 91-07 FOR ADDITIONAL DETAILS.

6. SEE ORIGINAL JACKSON STREET ROADWAY IMPROVEMENTS

AND BASE REPLACEMENT WHEN APPROVED BY THE COUNTY ENGINEER.

5. FLOWABLE FILL MAY BE USED FOR COMPACTED SUBGRADE

4. ALL JOINT CUTS SHALL BE MECHANICALLY SAW CUT.

APPROVED BY THE COUNTY ENGINEER.

THICKNESS SHALL BE ONE (1") INCH OR AS

3. MINIMUM ASPHALTIC CONCRETE SURFACE OVERLAY

OR AS APPROVED BY THE COUNTY ENGINEER.

OF MATERIAL THAT EXISTED AT TIME OF REMOVAL

SHALL BE REPLACED WITH THE SAME TYPE

2. ASPHALTIC CONCRETE SURFACE MATERIAL

HIGH EARLY STRENGTH CONCRETE.

1. BASE REPLACEMENT SHALL BE 3000 PSI

EXISTING ASPHALTIC COURSE AND BASE COURSE

MATCH THICKNESS AND ELEVATIONS OF

PERMANENT HOT ASPHALT REPLACEMENT

F

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H

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OPEN CUT DETAIL

9A

STANDARD ROADWAY OPEN CUT CROSS SECTION DETAIL

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BY DESCRIPTIONDATE

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LICENSE # 51446

301 WEST STATE ROAD 434, SUITE 309

PEGASUS ENGINEERING, LLC

SIDEWALK IMPROVEMENTS

W. JACKSON ST.

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999382

99962

999352999172

999502

R/W LINE

EXISTING

R/W LINE

EXISTING

GROUND

NATURAL

GROUND

NATURAL

10'± 10'±

0.015 0.015

2' 4' 5'5' 4' 2'

CURB (TO REMAIN)

EXISTING 2' MIAMI

CURB (TO REMAIN)

EXISTING 2' MIAMI

1:4 MAX.

SLOPE VARIES

1:4 MAX.

SLOPE VARIES

SOD SOD

S I D

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A L

K

C O

N C

R E

T E

S I D

E W

A L

K

C O

N C

R E

T E

TO MATCH EXISTING GROUND

BACK OF SIDEWALK ELEVATION

TO MATCH EXISTING GROUND

BACK OF SIDEWALK ELEVATION

4'

SOD

AND GRUBBING

STANDARD CLEARING

AND GRUBBING

STANDARD CLEARING

4'

SOD

DESIGN SPEED = 25 MPH

POSTED SPEED = 25 MPH

VARIES (25.00' TO 46.36') VARIES (25.00' TO 44.11')

TYPICAL SECTION

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81151

GROUND

NATURAL

6' 2'SOD

R/W LINE

EXISTING R/W LINE

EXISTING

0.015

TO MATCH EXISTING GROUND

BACK OF SIDEWALK ELEVATION

GROUND

NATURAL

CURB (TO REMAIN)

EXISTING 2' MIAMI

SIDEWALK

CONCRETE

AND GUTTER (TO REMAIN)

EXISTING TYPE F CURB

5'

S I D

E W

A L

K

C O

N C

R E

T E

AND GRUBBING

STANDARD CLEARING

& GRUBBING

CLEARING

STANDARD

0.015

RIGHT SIDE STA. 216+19.94 TO STA. 221+01.47

1:4 MAX

SLOPE VARIES

1:4 M

AX

VARIES

SLOPE

(TO REMAIN)

EXISTING FENCE

THE SAME LOCATION

CONSTRUCT NEW CONC. SIDEWALK AT

REMOVE EXISTING CONC. SIDEWALK AND

RIGHT SIDE STA. 200+00.00 TO STA. 211+85.06

LEFT SIDE STA. 227+59.74 TO STA. 230+82.09

LEFT SIDE STA. 200+00.00 TO STA. 226+24.34

LEFT SIDE STA. 227+59.76 TO STA. 230+71.48

LEFT SIDE STA. 224+79.85 TO STA. 226+24.37

SOD

18.6'

3.9'-

SOD

8.8'-9.0'

* NOTE:

THE COUNTY REGARDING THOSE AREAS.

OR OTHER FEATURES. COORDINATE WITH

LOCATIONS DUE TO EXISTING LANDSCAPING

MAY BE DELETED OR REDUCED AT SOME

* NOTE:

THE COUNTY REGARDING THOSE AREAS.

OR OTHER FEATURES. COORDINATE WITH

LOCATIONS DUE TO EXISTING LANDSCAPING

MAY BE DELETED OR REDUCED AT SOME

ORTMAN DRIVE

B/L CONST.

ORTMAN DR.

TYPICAL SECTION NO. 1

5/18/2026 3:03:15 PM N:\Projects\OCC23055_W Jackson St_N Ortman Dr_W Robinson St_Sidewalks\11111111354\roadway\TYPSRD02.dgn

BY DESCRIPTIONDATE

REVISIONS

BY DESCRIPTIONDATE

ROAD

NO.

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301 WEST STATE ROAD 434, SUITE 309

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OCC-23055

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COUNTY

FLORIDA

ORANGE

TYPICAL SECTION

SIDEWALK IMPROVEMENTS

W. JACKSON ST.

99962

999352999172

999502

30' 30'

10'± 10'±5' 2' 3'

1:4 1:

0.015 0.06

1'

AND GRUBBING

STANDARD CLEARING

R/W LINE

EXISTING

R/W LINE

EXISTING

2'

S O

D

S O

D SOD SOD SOD

S I D

E W

A L

K

C O

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R E

T E

D I T

C H

S P

E C I A

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GROUND

NATURAL

GROUND

NATURAL

AND GRUBBING

STANDARD CLEARING

2'5'

S I D

E W

A L

K

C O

N C

R E

T E

S O

D

D I T

C H

S P

E C I A

L

SOD

S O

DSODSOD

3' 2'

1:4 1:

0.015 0.06

1'

CURB (TO REMAIN)

EXISTING 12" RIBBON

CURB (TO REMAIN)

EXISTING 12" RIBBON

TO MATCH EXISTING GROUND

BACK OF SIDEWALK ELEVATION

TO MATCH EXISTING GROUND

BACK OF SIDEWALK ELEVATION

W. JACKSON STREET

B/L CONST.

6" MIN.

6" MIN.

DESIGN SPEED = 25 MPH

POSTED SPEED = 25 MPH

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W. JACKSON ST.

TYPICAL SECTION NO. 2

RIGHT SIDE STA. 38+82.86 TO STA. 49+70.36

LEFT SIDE STA. 38+82.12 TO STA. 49+69.63

2.6'-5.7'4.6'

1.3'- 2.1'-5'3.4'

1'-

THE EXISTING DITCH

PIPE AND FILL IN

THE EXISTING DITCH

PIPE AND FILL IN

1.

2.ALL SOD SHALL BE SAND-GROWN SOD, NOT MUCK-GROWN SOD.

RATE OF NO LESS THAN 20 FEET PER DAY IN PLACE.

OF MATERIAL PASSING THE U.S. STANDARD NO. 200 SIEVE WITH A PERMEABILITY

SHALL BE SELECT CLEAN SAND WITH LESS THAN 5 PERCENT BY DRY WEIGHT

FILL MATERIAL USED WITHIN THE RIGHT-OF-WAY ALONG W. JACKSON STREET

NOTES:

5/18/2026 3:03:16 PM N:\Projects\OCC23055_W Jackson St_N Ortman Dr_W Robinson St_Sidewalks\11111111354\roadway\DWDTRD01.dgn

BY DESCRIPTIONDATE

REVISIONS

BY DESCRIPTIONDATE

ROAD

NO.

SHEET

LICENSE # 51446

301 WEST STATE ROAD 434, SUITE 309

PEGASUS ENGINEERING, LLC

OCC-23055

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COUNTY

FLORIDA

ORANGE

DRIVEWAY DETAILS

NOT TO SCALE

15 209+64.37

219+72.60

220+38.16

22A

22B

5'

5' CONCRETE S/W

.0

5'

5' CONCRETE S/W

.0

EXISTING EOP

D/W STA.

BEGIN BACK OF SIDEWALK PROFILEEND BACK OF SIDEWALK PROFILE

R/W LINER/W LINE

R

W

L I N

E

NOT TO SCALE

DRIVEWAY PLAN DETAIL

GRADE

EXIST.

5'

DRIVEWAY SECTION EXIST. CONDITION

(TO REMAIN)

EXISTING 2' MIAMI CURB

G R

A D

E

E X I S

T

(TO REMAIN)

EXISTING 2' MIAMI CURB

DRIVEWAY NO. SIDE REMARKSD/W STA.

RT

RT

RT

EXISTING GRADE

LOCATION

CROSSING

SIDEWALK

L O

C A

T I O

N

C R

O S

S I N

G

S I D

E W

A L

K

± 0.030

± 0.028

± 0.030

(TO REMAIN AS-IS)

EXISTING DRIVEWAY

(TO REMAIN AS-IS)

EXISTING DRIVEWAY

NO WORK REQUIRED (EXISTING DRIVEWAY TO REMAIN AS-IS)

NO WORK REQUIRED (EXISTING DRIVEWAY TO REMAIN AS-IS)

NO WORK REQUIRED (EXISTING DRIVEWAY TO REMAIN AS-IS)

TYPE

PAVERS / CONC.

PAVERS / CONC.

PAVERS

ORTMAN DRIVE

ORTMAN DR.

B/L CONST.

ORTMAN DRIVE

SIDEWALK IMPROVEMENTS

ORTMAN DR.

THE EXISTING DRIVEWAY

5' TRANSITION TO MATCH THE EXISTING DRIVEWAY

5' TRANSITION TO MATCH

5/18/2026 3:03:16 PM N:\Projects\OCC23055_W Jackson St_N Ortman Dr_W Robinson St_Sidewalks\11111111354\roadway\DWDTRD01B.dgn

BY DESCRIPTIONDATE

REVISIONS

BY DESCRIPTIONDATE

ROAD

NO.

SHEET

LICENSE # 51446

301 WEST STATE ROAD 434, SUITE 309

PEGASUS ENGINEERING, LLC

OCC-23055

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COUNTY

FLORIDA

ORANGE

DRIVEWAY DETAILS

NOT TO SCALE

NOT TO SCALE

DRIVEWAY SECTION DETAIL

F1 F2

D/W STA.

W1

5' CONCRETE S/W

.0

BEGIN BACK OF SIDEWALK PROFILE

.0

EXISTING EOP

MIAMI CURB

2' (TYP.)

5' CONCRETE S/W

R

W

L I N

E

DRIVEWAY NO. SIDE L1 L2 W1 F1 F2 REMARKSGRADE 1 GRADE 2D/W STA.

201+58.62

205+56.87

207+28.20

207+63.84

209+27.22

210+93.23

216+59.89

216+95.19

218+85.54

217+47.93

221+86.42

RT

LT

RT

RT

LT

RT

RT

RT

RT

RT

LT

6.00'

6.00'

8.00'

6.00'

6.00'

6.00'

6.00'

6.00'

6.00'

14.00'

10.39'

10.20'

6.68'

2.38'

8.10'

9.77'

9.77'

9.84'

22.46'

10.17'

12.00'

9.35'

15.67'

20.78'

15.18'

12.00'

12.00'

12.00'

12.00'

16.73'

5.00'

5.05'

4.36'

5.00'

5.19'

3.87'

4.40'

4.76'

5.63'

4.80'

3.87'

5.00'

5.38'

6.05'

2.70'

5.00'

6.33'

3.21'

3.45'

2.80'

3.19'

4.17'

GRADE 3

DRIVEWAY PLAN DETAIL

W2

12.00'

9.48'

14.21'

20.78'

15.18'

12.00'

12.00'

12.00'

12.00'

12.52'

G R

A D

E

G R

A D

E

GRADE 3

EXIST.

MATCH

DRIVEWAY

6" THICK CONCRETE

R/W LINE

BEYOND EDGE OF DRIVE (TYP.)

EXTEND SUBGRADE 12"

G R

A D

E

G R

A D

E

G R

A D

E

W2

5' 5'

L

L

L3L4 5'

L3 L4

L

L

4.00'

4.00'

4.00'

4.00'

4.00'

4.00'

4.00'

8.81'

8.88'

8.82'

9.00'

5.68'

9.38'

9.10'

3.96'

3.89'

4.02'

16.46'

9.17'

0.063 0.037

0.070

0.036 0.014

0.004

0.096

0.067

0.013

0.081

0.043

0.004

0.050

0.015

0.013

0.015

0.015

0.015

0.015

0.015

0.004

0.045

0.047

0.019

0.035

0.032

0.027

(-) 0.048 (-) 0.048 (-) 0.048

R/W LINE

END BACK OF SIDEWALK PROFILE

9.39'

9.20'

MIAMI CURB

BACK EDGE OF EXIST.

EXIST. EOP

ORTMAN DR.

B/L CONST.

ORTMAN DRIVE

ORTMAN DRIVE

SIDEWALK IMPROVEMENTS

ORTMAN DR.

200+51.54

202+44.10

203+12.70

206+83.46

208+35.67

RT

RT

RT

RT

RT

6.00' 10.35' 4.00' 9.35' 18.85' 11.93' 3.56' 4.52' 0.087 0.015 0.016

6.00'

6.00'

6.00'

6.00'

6.00'

10.27'

10.16'

4.00'

4.00'

9.30'

9.18'

20.06'

16.37'

17.65'

14.51'

1.08'

0.80'

3.35'

0.002

0.038

0.015

0.015

0.025

0.030

5.37' 4.00' 4.37' 15.85' 15.20' 4.59' 3.13' 0.015 0.015 (-) 0.046

16.82'

9.97' 4.00'

15.82'

8.97' 13.60'

18.76' 12.70' (-) 0.056

9.74' 2.59' 2.62' 0.034 0.015 0.024

(-) 0.055 (-) 0.050

DRIVEWAYS NO. 11 AND 12)

(10' TRANSITIONS FOR

THE PROPOSED DRIVEWAY

5' TRANSITION TO MATCH

DRIVEWAYS NO. 11 AND 12)

(10' TRANSITIONS FOR

THE PROPOSED DRIVEWAY

RECONSTRUCT DRIVEWAY TO EXISTING CONC. JOINT

203+66.02

LT 6' 4.57' 12' 12' 5' 5' 0.078 0.015 0.037

LT

LT

LT

LT

LT

LT

LT

5/18/2026 3:03:17 PM N:\Projects\OCC23055_W Jackson St_N Ortman Dr_W Robinson St_Sidewalks\11111111354\roadway\DWDTRD01C.dgn

PROJECT NO.

BY DESCRIPTIONDATE

REVISIONS

BY DESCRIPTIONDATE

ROAD

NO.

SHEET

LICENSE # 51446

301 WEST STATE ROAD 434, SUITE 309

PEGASUS ENGINEERING, LLC

OCC-23055

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COUNTY

FLORIDA

ORANGE

DRIVEWAY DETAILS

DRIVEWAY NO. SIDE

2' (TYP.)

NOT TO SCALE

4' (TYP.)

5' CONCRETE S/W 5' CONCRETE S/W

DRIVEWAY PLAN DETAIL

F1

W2

W1

NOT TO SCALE

DRIVEWAY SECTION DETAIL

R/W LINE

EXISTING

.0

L1 L2 W1 W2 F1 F2

.0

G R

A D

E

G R

A D

EXIST.

MATCH

REMARKSGRADE 1 GRADE 2

END BACK OF SIDEWALK PROFILE BEGIN BACK OF SIDEWALK PROFILE

D/W STA.

D/W STA.

(TO REMAIN)

EXIST. 2' MIAMI CURB

R/W LINE R/W LINE

F2

BEYOND EDGE OF DRIVE (TYP.)

EXTEND SUBGRADE 12"

DRIVEWAY

6" THICK CONC.

G R

A D

E

L

L

10'

4' (TYP.)

5'

(TO REMAIN)

EXIST. 2' MIAMI CURB

GRADE 1

GRADE 2

GRADE 3

2' + L1L2

GRADE 3

204+76.18

205+24.95

210+44.68

217+48.24

220+78.45

201+73.95

223+41.55

224+45.77

RT 6'

6'

6'

6'

6'

6'

5.04'

5.07'

5.10'

5.18'

5.21'

5.14'

17.32'

31.09'

10.66'

12'

18'

16.02'

37.54'

17.32'

31.39'

10.27'

12'

18'

12.24'

37.51'

14.38'

5'

2'

2.76'

2.61'

5'

3'

5.70'

9.77'

5'

2'

3.39'

2.61'

5'

3.04'

5.28'

12.68'

0.090

0.120

0.078

0.120

0.120

0.074

0.015

0.015

0.015

0.015

0.012

0.029

0.050

0.050

0.050

0.074

0.060

0.059

0.086

0.034

SEE PLAN SHEET AND DRIVEWAY CROSS SECTION FOR ADDITIONAL DETAILS.

SEE PLAN SHEET AND DRIVEWAY CROSS SECTION FOR ADDITIONAL DETAILS.

10'

5' 5'

.0

.0

SEE PLAN SHEET AND DRIVEWAY CROSS SECTION FOR ADDITIONAL DETAILS.

EXIST. EOP

MIAMI CURB

BACK EDGE OF EXIST.

VARIES (-) 0.036

25.79' - - - SEE PLAN SHEET AND DRIVEWAY CROSS SECTION FOR ADDITIONAL DETAILS.

SHEET 31

SEE PLAN

6 (POND 100)

ORTMAN DR.

B/L CONST.

ORTMAN DRIVE

ORTMAN DRIVE

(-) 0.006

THE PROPOSED DRIVEWAY

5' TRANSITION TO MATCH

THE PROPOSED DRIVEWAY

5' TRANSITION TO MATCH

5/18/2026 3:03:17 PM N:\Projects\OCC23055_W Jackson St_N Ortman Dr_W Robinson St_Sidewalks\11111111354\roadway\DWDTRD02.dgn

BY DESCRIPTIONDATE

REVISIONS

BY DESCRIPTIONDATE

ROAD

NO.

SHEET

LICENSE # 51446

301 WEST STATE ROAD 434, SUITE 309

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OCC-23055

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COUNTY

FLORIDA

ORANGE

DRIVEWAY DETAILS

SIDEWALK IMPROVEMENTS

W. JACKSON ST.

DRIVEWAY NO. SIDE

2' (TYP.)

DRIVEWAY

6" THICK CONCRETE

NOT TO SCALE

2' (TYP.)

5' CONCRETE S/W 5' CONCRETE S/W

38+99.62 RT

39+13.02 LT

39+90.42 RT

40+97.27 RT

42+46.06 RT

42+95.07 RT

43+87.73 LT

44+49.35 RT

44+81.65

LT

RT

45+09.73 LT

46+58.49 RT

46+62.61 LT

46+80.10 RT

47+96.43 LT

48+58.17 LT

49+04.69 RT

W. JACKSON ST.

B/L CONST.

DRIVEWAY PLAN DETAIL

F1 F2

L

L

W2

W1

NOT TO SCALE

DRIVEWAY SECTION DETAIL

R/W LINE

EXISTING

.0

(TO REMAIN)

EXIST. 12" RIBBON CURB

(TO REMAIN)

EXIST. 12" RIBBON CURB

L1 L2 W1 W2 F1 F2

.0

G R

A D

E

G R

A D

L

L3 L2 + L1 + 2'

GRADE 1

GRADE 2

L3 REMARKSGRADE 1 GRADE 2

2' (TYP.)

END BACK OF SIDEWALK PROFILE BEGIN BACK OF SIDEWALK PROFILE

5'2'

W. JACKSON STREET

D/W STA.

D/W STA.

44+80.57

6.00'

7.00'

6.00'

6.00'

6.00'

6.00'

6.00'

6.00'

6.00'

6.00'

6.00'

6.00'

6.00'

6.50'

6.50'

5.00'

5.00'

9.91'

2.86'

4.09'

3.99'

3.25'

3.65'

4.34'

2.93'

4.54'

3.42'

4.52'

4.34'

4.63'

4.31'

4.83'

4.81'

3.03'

7.00'

7.00'

7.00'

7.00'

7.00'

7.00'

7.00'

6.40'

7.33'

7.00'

6.17'

7.00'

6.37'

6.23'

6.23'

8.00'

17.20'

12.44'

19.98'

19.87'

15.84'

16.01'

11.96'

12.24'

11.96'

11.42'

16.60'

16.40'

11.90'

13.34'

11.90'

11.99'

11.38'

15.97'

11.72'

19.98'

19.87'

15.84'

16.01'

11.96'

11.62'

11.59'

11.42'

16.06'

12.34'

11.76'

9.54'

11.90'

11.75'

11.50'

2.29'

2.91'

2.29'

2.88'

2.89'

3.53'

4.25'

3.95'

5.30'

4.90'

4.78'

3.00'

5.34'

3.21'

5.21'

3.97'

5.28'

2.53' 0.015 0.026

0.015

0.015

0.015

0.015

0.015

0.015

0.015

0.015

0.015

0.015

0.015

0.015

0.015

0.011

0.012

(-) 0.008(-) 0.008

0.012

0.011

0.015

0.021

0.027

0.020

0.026

0.037

0.030

0.077

0.038

0.080

0.023

0.030

0.083

2.87'

3.51'

3.29'

3.03'

2.26'

5.70'

5.78'

4.27'

5.26'

5.51'

3.53'

4.78'

5.86'

4.76'

5.58'

5.00'

W. JACKSON ST.

EXIST. EOP

RIBBON CURB

BACK EDGE OF EXIST.

R/W LINE R/W LINE

BEYOND EDGE OF DRIVE (TYP.)

EXTEND SUBGRADE 12"

5' 5'

- NON STANDARD. SEE PLAN AND SECTION FOR ADDITIONAL DETAILS.

THE PROPOSED DRIVEWAY

5' TRANSITION TO MATCH

THE PROPOSED DRIVEWAY

5/18/2026 3:03:18 PM N:\Projects\OCC23055_W Jackson St_N Ortman Dr_W Robinson St_Sidewalks\11111111354\drainage\SUMDRD01.dgn

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OCC-23055

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SIDEWALK IMPROVEMENTS

W. JACKSON ST. - ORTMAN DR.

ORTMAN DR.

W. JACKSON ST.

COUNTY

FLORIDA

ORANGE

SUMMARY OF DRAINAGE STRUCTURES

SUMMARY OF DRAINAGE STRUCTURES

PLAN QUANTITY

FINAL QUANTITY

Q U

A N

T I T

Y

STATION OFFSET

S I D

E

DESCRIPTIONNO.

STR.

B A

R R

E L S

S-401

S-402

S-403

S-404

S-405

S-406

S-407

S-408

S-409

S-410

S-411

S-412

S-413

S-414

S-415

S-416

S-417

S-418

39+50.00 18.30' RT DBI, PIPE 1

DBI, PIPE 1

DBI, PIPE 1

DBI, PIPE 1

DBI, PIPE 1

DBI, PIPE 1

DBI, PIPE 1

DBI, PIPE 1

DBI, PIPE 1

DBI, PIPE 1

DBI, PIPE 1

DBI, PIPE 1

DBI, PIPE 1

DBI, PIPE 1

40+50.00 18.30' RT

41+50.00

41+50.00

19.50'

18.46'

LT

RT

42+72.00

43+50.00

18.80'

19.50'

RT

LT

43+50.00

44+50.00

RT

LT

18.95'

19.70'

45+65.00

46+00.00

18.60'

19.10'

RT

LT

47+50.00 18.60' LT

48+30.00 18.60' LT

48+65.00 18.75' RT

49+62.00 18.12' LT

LT

LT

49+62.00 19.00'

18.73'

RT

16.28'

SRCP

REMARKS

18"

P

F

P

F

P

F

P

F

P

F

P

F

P

F

P

F

P

F

P

F

P

F

P

F

P

F

P

F

P

F

P

F

P

F

P

F

P

F

P

F

P

F

S-419 23.82' LT 1 1223+16.10 EXIST. DBI, PIPE

STREET

W. JACKSON ST.

W. JACKSON ST.

W. JACKSON ST.

W. JACKSON ST.

W. JACKSON ST.

W. JACKSON ST.

W. JACKSON ST.

W. JACKSON ST.

W. JACKSON ST.

W. JACKSON ST.

W. JACKSON ST.

W. JACKSON ST.

W. JACKSON ST.

W. JACKSON ST.

W. JACKSON ST.

PLAN QUANTITY

FINAL QUANTITY

SUBTOTAL

GRAND TOTAL

D

(<10')

INLET

BOTTOM

DITCH

EA

STRUCTURE

DRAINAGE

EXISTING

MODIFY

15 1

24"

MANHOLE

P-7

(<10')

DELETED

203+07.90

205+01.81

MANHOLE, PIPE

EXIST. CURB INLET

DBI

747 300 1

1300747

ERCP

14"x23" 19"x30"

CONCRETE JACKET

CONCRETE JACKET4

LF LF LF LF

CONNECT NEW 24" PIPE (SOUTH SIDE)

LICENSE # 66649

BETH K. WHIKEHART, P.E.

EA

INLET

PARTIAL

ORTMAN DR.

ORTMAN DR.

ORTMAN DR.

STRUCTURE

CONTROL

POND 100

EA

S-421 POND 100 - 1

62+87.47 62.41' RT POND CONTROL STRUCTURE

S-420 POND 100 60+55.22 27.42' RT MES, PIPE 1

30"

LF

MES

CD

1:4

SEE SHEET 121A

OUTFALL CONTROL STRUCTURE FOR POND 100,

GRATE (RAISED GRATE ELEV.)

REMOVE EXIST. GRATE, REPLACE WITH NEW

CONCRETE JACKET

5/18/2026 3:03:18 PM N:\Projects\OCC23055_W Jackson St_N Ortman Dr_W Robinson St_Sidewalks\11111111354\drainage\DRDTRD01.dgn

BY DESCRIPTIONDATE

REVISIONS

BY DESCRIPTIONDATE

ROAD

NO.

301 WEST STATE ROAD 434, SUITE 309

PEGASUS ENGINEERING, LLC

OCC-23055

T

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

COUNTY

FLORIDA

ORANGE

EXISTING DRAINAGE STRUCTURES

E 18" RCP INV ELEV: 91.58

N 24" RCP INV ELEV: 91.47

RIM ELEV: 95.96

CURB INLET

W 18" RCP INV ELEV: 92.17

RIM ELEV: 95.85

CURB INLET

S 24" RCP INV ELEV: 91.16

E 34" X 53" RCP INV ELEV: 87.95

N 34" X 53" RCP INV ELEV: 88.15

RIM ELEV: 95.08

DRAINAGE MANHOLE

W 34" X 53" RCP INV ELEV: 91.15

RIM ELEV: 95.30

CURB INLET

UNKNOWN

SIZE OF PIPE AND ELEVATION

UNABLE TO REACH EAST INVERT,

S 34" X 53" RCP INV ELEV: 87.80

N 34" X 53" RCP INV ELEV: 87.89

RIM ELEV: 95.13

CURB INLET

W 36" RCP INV ELEV: 89.15

S 29" X 45" RCP INV ELEV: 87.08

E 48" RCP INV ELEV: 88.26

N 29" X 45" RCP INV ELEV: 87.98

RIM ELEV: 94.55

DRAINAGE MANHOLE

W 48" RCP INV ELEV: 87.85

E 48" RCP INV ELEV: 87.85

N 29" X 45" RCP INV ELEV: 87.85

RIM ELEV: 94.85

DRAINAGE MANHOLE

W 48" RCP INV ELEV: 88.32

E 48" RCP INV ELEV: 88.32

RIM ELEV: 95.07

DRAINAGE MANHOLE

PIPES UNACCESSIBLE

FULL OF WATER

RIM ELEV: 94.92

DRAINAGE MANHOLE

S 29" X 45" RCP INV ELEV: 87.89

E 15" RCP INV ELEV: 89.20

N 29" X 45" RCP INV ELEV: 87.89

RIM ELEV: 94.59

CURB INLET

W 15" RCP INV ELEV: 89.35

RIM ELEV: 94.33

CURB INLET

W 24" RCP INV ELEV: 88.25

S 42" RCP INV ELEV: 88.25

E 24" RCP INV ELEV: 88.68

N 24" RCP INV ELEV: 88.90

RIM ELEV: 94.29

DRAINAGE MANHOLE

W 24" RCP INV ELEV: 88.94

(SOUTH INVERT HAS CONC BLOCK WEIR)

S 29" X 45" RCP INV ELEV: 88.94

N 29" X 45" RCP INV ELEV: 88.94

RIM ELEV: 94.10

DRAINAGE MANHOLE

N 15" RCP INV ELEV: 90.46

GRATE ELEV: 93.64

CATCH BASIN WITH GRATE INLET

W 15" CMP INV ELEV: 89.92

S 15" RCP INV ELEV: 88.89

GRATE ELEV: 93.73

CATCH BASIN WITH GRATE INLET

SW 42" RCP INV ELEV: 88.41

E 42" RCP INV ELEV: 88.41

N 24" RCP INV ELEV: 91.01

RIM ELEV: 95.77

DRAINAGE MANHOLE26

S 24" RCP INV ELEV: 92.08

N 18" RCP INV ELEV: 92.38

RIM ELEV: 96.46

CURB INLET

S 24" RCP INV ELEV: 93.12

W 12" X 17" RCP INV ELEV: 93.80

RIM ELEV: 96.36

CURB INLET

S 42" RCP INV ELEV: 89.58

E 18" RCP INV ELEV: 96.01

N 42" RCP INV ELEV: 89.58

RIM ELEV: 98.80

DRAINAGE MANHOLE

W 24" CMP

DIRECT TIE IN

PIPE END

S 24" RCP INV ELEV: 94.48

NW 24" RCP INV ELEV: 94.48

RIM ELEV: 98.53

CURB INLET

S 42" RCP INV ELEV: 90.27

E 18" RCP INV ELEV: 93.11

N 42" RCP INV ELEV: 90.27

RIM ELEV: 100.07

CURB INLET

E 18" RCP INV ELEV: 94.48

RIM ELEV: 99.56

CURB INLET

N. ORTMAN DR.

E 18" CPP INV ELEV: 96.74

END OF PIPE

W 18" CPP INV ELEV: 97.39

END OF PIPE

E 15" RCP INV ELEV: 97.31

MITERED END SECTION

W 15" CPP INV ELEV: 97.66

END OF PIPE

E 15" RCP INV ELEV: 97.17

MITERED END SECTION

W 15" RCP INV ELEV: 97.09

MITERED END SECTION

E 15" RCP INV ELEV: 97.48

MITERED END SECTION

W 15" RCP INV ELEV: 97.44

MITERED END SECTION

E 18" RCP INV ELEV: 96.86

MITERED END SECTION

W 15" RCP INV ELEV: 96.56

MITERED END SECTION

E 18" RCP INV ELEV: 97.12

MITERED END SECTION

W 18" RCP INV ELEV: 96.46

MITERED END SECTION

E 18" RCP INV ELEV: 96.22

MITERED END SECTION

W 18" RCP INV ELEV: 96.02

MITERED END SECTION

E 18" RCP INV ELEV: 96.05

MITERED END SECTION

W 18" RCP INV ELEV: 96.17

MITERED END SECTION

E 18" RCP INV ELEV: 95.27

MITERED END SECTION

W 18" RCP INV ELEV: 95.11

MITERED END SECTION

E 18" RCP INV ELEV: 95.00

MITERED END SECTION

W 18" RCP INV ELEV: 94.91

MITERED END SECTION

E 18" RCP INV ELEV: 95.00

MITERED END SECTION

W 18" RCP INV ELEV: 94.90

MITERED END SECTION

W. JACKSON ST.

E 15" CPP INV ELEV: 94.73

MITERED END SECTION

LICENSE # 66649

BETH K. WHIKEHART, P.E.

W 15" CPP INV ELEV: 94.64

E 6" PVC INV ELEV: 93.65

N 18" RCP INV ELEV: 93.28

GRATE ELEV: 96.40

FLAT GRATE INLET

W 15" CPP INV ELEV: 94.78

S 18" RCP INV ELEV: 93.22

NE 18" RCP INV ELEV: 93.14

GRATE ELEV: 96.64

FLAT GRATE INLET

SW 18" RCP INV ELEV: 93.22

N 18" RCP INV ELEV: 93.14

GRATE ELEV: 97.08

DRAINAGE MANHOLE

SW 18" RCP INV ELEV: 93.72

S 6" CPP INV ELEV: 92.68

S 18" RCP INV ELEV: 91.21

E 30" RCP INV ELEV: 90.57

N 30" RCP INV ELEV: 90.59

RIM ELEV: 96.53

CURB INLET

W 30" RCP INV ELEV: 90.83

S 8" PVC TO DIP (SANITARY)

E 30" RCP INV ELEV: 90.92

N 8" DIP TO PVC (SANITARY)

RIM ELEV: 96.08

DRAINAGE MANHOLE (CONFLICT)

W 30" RCP INV ELEV: 90.33

S 6" CPP INV ELEV: 92.72

SE 30" RCP INV ELEV: 90.34

RIM ELEV: 96.47

CURB INLET

NW 30" RCP INV ELEV: 89.89

MITERED END SECTION

E 30" RCP INV ELEV: 93.14

GRATE ELEV: 96.64

FLAT GRATE INLET

W 30" RCP INV ELEV: 91.92

S 30" CPP INV ELEV: 91.80

RIM ELEV: 96.73

DRAINAGE MANHOLE

BOTTOM ELEV: 92.88

W 6" CPP INV ELEV: 92.96

SW 6" CPP INV ELEV: 92.99

GRATE ELEV: 95.56

CATCH BASIN WITH GRATE INLET:

E 15" CPP INV ELEV: 94.67

MITERED END SECTION

S 30" RCP INV ELEV: 93.93

N 30" RCP INV ELEV: 93.94

RIM ELEV: 98.14

DRAINAGE MANHOLE

S 18" RCP INV ELEV: 94.24

GRATE ELEV: 96.25

FLAT GRATE INLET

W 18" RCP INV ELEV: 91.26

NE 6" CPP INV ELEV: 93.20

RIM ELEV: 97.27

CURB INLET

S 30" RCP INV ELEV: 89.48

E 12" RCP INV ELEV: 93.41

N 30" RCP INV ELEV: 89.91

RIM ELEV: 96.36

DRAINAGE MANHOLE

N 12" RCP INV ELEV: 93.48

RIM ELEV: 96.66

DRAINAGE MANHOLE

W 42" RCP INV ELEV: 88.62

N 42" RCP INV ELEV: 88.78

RIM ELEV: 95.92

DRAINAGE MANHOLE

W 42" RCP INV ELEV: 88.48

E 42" RCP INV ELEV: 88.60

N 30" RCP INV ELEV: 88.75

RIM ELEV: 95.83

DRAINAGE MANHOLE

5/18/2026 3:03:19 PM N:\Projects\OCC23055_W Jackson St_N Ortman Dr_W Robinson St_Sidewalks\11111111354\drainage\DRDTRD02.dgn

BY DESCRIPTIONDATE

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