CC-4509-22_Roadway_Plans.pdf

PDF 16 MB Posted Nov 29, 2023

Attached to: US 17-92 Overpass Pedestrian Improvements
Solicitation number: CC-4509-22/MAG
Issued by: Seminole County, Florida

About this file

Written by GovTribe AI · Jun 27, 2025

The document is a comprehensive set of roadway engineering plans prepared by Greenman-Pedersen, Inc. for Seminole County, Florida, specifically for the Cross Seminole Trail Overpass/Pedestrian Connection project at US 17/92. The project involves constructing 0.217 miles of recreational path, with a Financial Project ID of 441484-1-58-01 and Federal-Aid Project Number D522 078 B. The contract plans include detailed specifications for roadway construction, drainage structures, utility adjustments, temporary traffic control, and stormwater pollution prevention. The project will construct an 8' wide recreational path with pedestrian/bicycle railing, retaining walls, drainage improvements, and associated infrastructure connecting the existing US 17-92 sidewalks to the Cross Seminole Trail.

The project has an estimated construction duration of 120 days, with substantial completion required within 90 calendar days from the Notice to Proceed and final completion 30 calendar days after substantial completion. The Engineer's Estimate is $1,047,707.20. Key technical requirements include FDOT prequalification for prime contractors in drainage and grading work classes, with additional prequalification needed for sidewalk, handrail, and retaining wall work. The project will involve approximately 256 cubic yards of regular excavation, 18 cubic yards of subsoil excavation, 69 cubic yards of embankment, 984 square yards of Type B stabilization, and 942 linear feet of pedestrian/bicycle railing. Funding appears to be from a combination of county and federal sources, with careful environmental and stormwater management provisions integrated into the project design.

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CC-4509-22_Structure_Plans.pdf	PDF	Nov 29, 2023
CC-4509-22_Legal_Advertisement.pdf	PDF	Nov 28, 2023
CC-4509-22_pk.pdf	PDF	Nov 28, 2023

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TO SANFORD

TO ORLANDO

NO.

SHEET

SHEET NO. SHEET DESCRIPTION

INDEX OF ROADWAY PLANS

SEMINOLE COUNTY PROJECT MANAGER:

ROADWAY

BRIDGES

EXCEPTIONS

LENGTH OF PROJECT

KEY SHEET OF EACH COMPONENT

A DETAILED INDEX APPEARS ON THE

MILES

YEAR

FISCAL

COMPONENTS OF CONTRACT PLANS SET

6/30/2023 10:34:42 AM P:\2050616_03_US1792_Ped_Bridge\US1792_Cadd\Roadway\KEYSRD01.dgn

LINEAR FEET

NET LENGTH OF PROJECT

GROSS LENGTH OF PROJECT

mobrien

PROJECT LENGTH IS BASED ON { OF CONSTRUCTION

INTERSTATE

17/92

SEMINOLE

COUNTY

46A

SEMINOLE

COUNTY

SEMINOLE

COUNTY

SEMINOLE

COUNTY

Lake Jessup

Lake Monroe

PROJECT LOCATION

W e k iv a

R iv e r

S t.Jo h n s

R iv er

1146 0.217

STA 143+81.52

BEGIN PROJECT

STA 155+85.45

END PROJECT

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GENERAL HUTCHISON PARKWAY

U S

CONSULTANT VENDOR ID NO. 11-2537074

NOTE: THE SCALE OF THESE PLANS MAY

HAVE CHANGED DUE TO REPRODUCTION.

ROADWAY SHOP DRAWINGS

TO BE SUBMITTED TO:

MICHAEL O'BRIEN, PE

ROADWAY PLANS

ENGINEER OF RECORD:

P.E. NO.: 89441

DESCRIPTIONDATE

KEY SHEET REVISIONS

STRUCTURE PLANS

RECREATIONAL PATH PLANS

DISTRICT 4

DISTRICT 2

DISTRICT BOUNDARY LINE

CONTRACT PLANS

EMINOLE OUNTYS C

LORIDA'S ATURAL HOICEF N C

SEMINOLE COUNTY

ENGINEERING DIVISION

STATE ROAD NO. 15/600

FINANCIAL PROJECT ID 441484-1-58-01

FAX: 407-644-7855

PHONE: 407-644-7755

MAITLAND, FL 32751

1051 WINDERLEY PLACE, SUITE 400

GREENMAN-PEDERSEN, INC.

MICHAEL O'BRIEN, PE

FAX: 407-644-7855

PHONE: 407-644-7755

MAITLAND, FL 32751

1051 WINDERLEY PLACE, SUITE 400

GREENMAN-PEDERSEN, INC.

PLANS PREPARED BY:

GOVERNING STANDARD PLANS:

GOVERNING STANDARD SPECIFICATIONS:

SQ-1 - SQ-7 SUMMARY OF QUANTITIES

34 - 35 UTILITY ADJUSTMENTS

31 - 33 TEMPORARY TRAFFIC CONTROL PLANS

29 - 30 STORMWATER POLLUTION PREVENTION PLAN

22 - 28 CROSS SECTIONS

21 ROADWAY SOIL SURVEY

19 - 20 SPECIAL DETAILS

18 DRAINAGE DETAILS

15 - 17 DRAINAGE STRUCTURES

14 SPECIAL PROFILES

12 - 13 ROADWAY PLANS

11 GENERAL NOTES

9 - 10 PROJECT NETWORK CONTROL

8 PROJECT LAYOUT

7 OPTIONAL MATERIALS TABULATION

6 SUMMARY OF DRAINAGE STRUCTURES

5 TYPICAL SECTIONS

4 DRAINAGE MAP

3 SUMMARY OF PAY ITEMS

2 SIGNATURE SHEET

1 KEY SHEET

Standard Specifications for Road and Bridge Construction, FY 2023-24.)

incorporated by reference to Florida Department of Transportation, (Note: Division II "Construction Details" and Division III "Materials" are

DIVISION I OF THE STANDARD SPECIFICATIONS

Seminole County's

FY 2023-24, AS AMENDED BY CONTRACT DOCUMENTS.

"MATERIALS", DATED FY 2023-24, AND STANDARD PLANS, DATED

CONSTRUCTION, DIVISIONS II "CONSTRUCTION DETAILS" & DIVISION III

TRANSPORTATION, SPECIFICATIONS FOR ROAD AND BRIDGE

CONDITIONS, DATED 2013. FLORIDA DEPARTMENT OF

SEMINOLE COUNTY'S DIVISION I STANDARD SPECIFICATION, GENERAL

http://www.fdot.gov/programmanagement/Implemented/SpecBooks for Road and Bridge Construction at the following website:

Florida Department of Transportation, FY 2023-24 Standard Specifications following website: http://www.fdot.gov/design/standardplans

Standard Plans for Road Construction and associated IRs are available at the

Bridge Construction and applicable Interim Revisions (IRs).

Florida Department of Transportation, FY 2023-24 Standard Plans for Road and

FEDERAL-AID PROJECT NUMBER D522 078 B

CROSS SEMINOLE TRAIL OVERPASS/PEDESTRIAN CONNECTION @ US 17/92

SEMINOLE COUNTY CIP NO. 00205750 (DISTRICT 2/DISTRICT 4)

CARLIN GONZALEZ, P.E.

PUBLIC WORKS DIRECTORJEAN JREJI, P.E.

COUNTY MANAGER NICOLE GUILLET,

* CHAIRMAN

DISTRICT 5ANDRIA HERR

DISTRICT 4AMY LOCKHART

DISTRICT 3LEE CONSTANTINE*

DISTRICT 2JAY ZEMBOWER

DISTRICT 1BOB DALLARI

BOARD OF COUNTY COMMISSIONERS

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ROAD NO.

BY DESCRIPTIONDATE BY DESCRIPTIONDATE

REVISIONS

NO.

SHEET

mobrien

CIP # FINANCIAL PROJ. IDCOUNTY

SEMINOLE 15/600 00205750

1051 WINDERLEY PLACE, SUITE 400

MAITLAND, FL 32751

MICHAEL O'BRIEN, P.E.

P.E. LICENSE NUMBER 89441

GREENMAN-PEDERSEN, INC.

441484-1-58-01 3

SUMMARY OF PAY ITEMS

PAY ITEM NUMBER DESCRIPTION UNIT

QUANTITY TOTALS

PLANS FINAL

0101 - 1 MOBILIZATION (MATERIAL AND WORKMANSHIP BOND) LS 1

0101 - 1 MOBILIZATION (EXCLUDING MATERIAL AND WORKMANSHIP BOND) LS 1

0102 - 1 MAINTENANCE OF TRAFFIC LS/DA 1

0102 - 60 WORK ZONE SIGN ED 1200

0102 - 74 - 8 CHANNELIZING DEVICE - PEDESTRIAN LCD (LONGITUDINAL CHANNELIZING DEVICE) FD 13560

0102 - 99 PORTABLE CHANGEABLE MESSAGE SIGN - TEMPORARY ED 254

0104 - 10 - 3 SEDIMENT BARRIER LF 2083

0104 - 12 STAKED TURBIDITY BARRIER - NYLON REINFORCED PVC LF 63

0104 - 15 SOIL TRACKING PREVENTION DEVICE EA 2

0104 - 18 INLET PROTECTION SYSTEM EA 2

0107-1 LITTER REMOVAL AND DISPOSAL AC 3.24

0107-2 MOWING AC 3.24

0108 - 1 MONITOR EXISTING STRUCTURES - INSPECTION AND SETTLEMENT MONITORING LS 1

0108 - 3 MONITOR EXISTING STRUCTURES - GROUNDWATER MONITORING LS 1

0110 - 1 - 1 CLEARING AND GRUBBING LS/AC 1

0110 - 4 - 10 REMOVAL OF EXISTING CONCRETE SY 1

0120-1 REGULAR EXCAVATION CY 256

0120-4 SUBSOIL EXCAVATION CY 18

0120-6 EMBANKMENT CY 69

0160-4 TYPE B STABILIZATION SY 984

0400 - 4 - 8 CONC. CLASS IV, BULKHEAD CY 121

0415 - 1 - 8 REINFORCING STEEL - BULKHEAD LB 15720

0425 - 2 - 71 MANHOLES, J-7, <10' EA 1

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

0430 - 175 - 136 PIPE CULVERT, OPT MATERIAL, ROUND, 36"S/CD LF 70

0430 - 175 - 148 PIPE CULVERT, OPT MATERIAL, ROUND, 48"S/CD LF 26

0430 - 982-141 MITERED END SECTION, OPTIONAL ROUND, 48" CD EA 1

0515 - 2311 PEDESTRIAN/BICYCLE RAILING, ALUMINUM ONLY, 42" TYPE 1 LF 942

0520 - 5 - 11 TRAFFIC SEPARATOR CONCRETE - TYPE I, 4' WIDE LF 8

0522 - 2 CONCRETE SIDEWALK AND DRIVEWAYS, 6" THICK SY 721

0530-3-4 RIPRAP, RUBBLE, F&I, DITCH LINING TN 18.4

0530-74 BEDDING STONE TN 13.2

0548 - 12 RETAINING WALL SYSTEM, PERMANENT, EXCLUDING BARRIER SF 6534

0550 - 10222 FENCING, TYPE B, 5.1-6.0', W/ VINYL COATING LF 222

0550 - 60212 FENCE GATE, TYPE B, SINGLE, 6.1-12.0' OPENING EA 2

0570 - 1 - 2 PERFORMANCE TURF, SOD SY 1245

0700 - 1 - 11 SINGLE POST SIGN, F&I GROUND MOUNT, UP TO 12 SF AS 6

0700 - 1 - 21 SINGLE POST SIGN, F&I BARRIER MOUNT INDEX 11871/700-013 UP TO 12 SF AS 2

0711 - 16201 THERMOPLASTIC, STANDARD-OTHER SURFACES, YELLOW, SOLID, 6" GM 0.004

GENERAL HUTCHISON PKWY

CROSS SEMINOLE TRAIL

U S

-9

SOLDIERS CREEK

THE ENTIRE PROJECT AREA RESIDES IN THE SOLDIER CREEK REACH BASIN

SHEPARD RD

RAVEN AVE

B L

V D

S E

M O

C K I N

G B I R

S H

E O

A H

L V

0 100 400

Feet

PERSONNEL WITH DRAINAGE CONCERNS.

FOR DOCUMENTATION AND TO ASSIST CONSTRUCTION

CONSTRUCTION PURPOSES. THIS SHEET IS IN THE PLANS

DO NOT USE THE INFORMATION ON THIS SHEET FOR

AND ULTIMATELY TO SOLDIERS CREEK

6.39 AC. TO 48" SIDE DRAIN

S-1

48" PIPE

WETLAND

CD-1

DHW EL 19.05'

CD-1 - 10YR 24 HR

STA. 679+98.12 ¡ SURVEY SR 15/600

STA. 147+57.01 ¡ CONST. CROSS SEMINOLE TRAIL

STA. 5+48.71 £ CONST. BOS_WEST

STA. 143+81.52 ¡ CONST. CROSS SEMINOLE TRAIL

DUAL 36" PIPE

STA. 200+00.00 £ CONST. BOS_EAST

¡ SURVEY SR 15/600

155+85.45

END CONSTRUCTION

END PROJECT

£ CONST. BOS_EAST

£ CONST. BOS_WEST

¡ CONST. CROSS SEMINOLE TRAIL

STA. 0+07.35 £ CONST. BOS_WEST

STA. 143+81.52 ¡ CONST. CROSS SEMINOLE TRAIL

BEGIN RECREATIONAL PATH

BEGIN CONSTRUCTION

BEGIN PROJECT

205+94.46

END RECREATIONAL PATHS-2

ULTIMATELY TO SOLDIERS CREEK

13.13 AC. TO DUAL 36" PIPE AND 26.42 AC. TO DUAL 30" CROSS DRAIN

CD-1

1.99 AC. TO 48" CROSS DRAIN

S-3

P T S

T A . 6

TA.

1051 WINDERLEY PLACE, SUITE 400

MAITLAND, FL 32751

JASON WADE MCCRAY, P.E.

P.E. LICENSE NUMBER 68067

GREENMAN-PEDERSEN, INC.

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ROAD NO.

CIP #COUNTY

SEMINOLE 15/600 00205750

FINANCIAL PROJ. ID

441484-1-58-01

DRAINAGE MAP

FL. = 14.50'

HEADWALL

FL. = 14.25'

*ENDWALL

FL. = 15.79'

TOP ELEV. 21.03

48" HDPE PIPE

HEADWALL

NW FL. = 15.47'

TOP ELEV. 20.69'

48" HDPE PIPE

HEADWALL

FL. = 13.89' W

FL. = 13.82' E

TOP ELEV. 18.53'

DUAL 36" HDPE PIPES

HEADWALL

FL. = 13.54' W

FL. = 13.62' E

TOP ELEV. 18.36'

DUAL 36" HDPE PIPES

HEADWALL

¡ CONST. CROSS SEMINOLE TRAIL

*INVERTS TAKEN FROM EXISTING PLANS

FL. = 16.71' SW

FL. = 16.91' NE

DUAL 30" HDPE PIPES

*HEADWALL

FL. = 16.60' SW

FL. = 16.93' NE

DUAL 30" HDPE PIPES

*HEADWALL

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ROAD NO.

SEMINOLE 15/600 00205750

1051 WINDERLEY PLACE, SUITE 400

MAITLAND, FL 32751

MICHAEL O'BRIEN, P.E.

P.E. LICENSE NUMBER 89441

GREENMAN-PEDERSEN, INC.

441484-1-58-01

NATURAL GROUND

0.015 1:6

1:6

8'2' 2' 4' 6.67'

0.015

CONC. S/W

SODSOD

6" CONCRETE PAVEMENT 6" CONCRETE PAVEMENT

TYPICAL SECTIONS

¡ CONST. CROSS SEMINOLE TRAIL

STANDARD C&G

STD. PLANS INDEX 515-062

HANDRAIL (TYP.)

BICYCLE RAILING WITH

ALUMINUM PEDESTRIAN/

STANDARD C&G

£ CONST. BOS_WEST

LIMITS OF CONSTRUCTION

CONC. S/W

SOD SOD

5' MIN.

5'5'

10 "2

6" 6"

STA. 3+37.28 TO STA. 5+49.42

STA. 0+00.00 TO STA. 3+37.28

0.015

STA. 0+72.15

STA. 0+24.36

12"

TYPE B STABILIZATION LBR 40

SOD

STANDARD C&G

FOR LOCATIONS

SEE PROFILES AND SPECIAL DETAILS

CROSS SLOPE TRANSITION OCCURS.

STD. PLANS INDEX 550-002

TYPE B FENCE W/ VINYL COATING

PROPOSED EASEMENT

BACK OF RECREATIONAL PATH PGL POINT

NEW RECREATIONAL PATH CONSTRUCTION NEW RECREATIONAL PATH CONSTRUCTION

1:2 (MAX.)

1:2 (M

AX.)

1:5

STD. PLANS INDEX 515-062

HANDRAIL (TYP.)

BICYCLE RAILING WITH

ALUMINUM PEDESTRIAN/

0.015

10'5' 5'

STANDARD C&G

STA. 200+00.00 TO STA. 202+43.37

SOD SOD

CONC. S/W

6"6"

10"2

BACK OF RECREATIONAL PATH PGL POINT

1:2 (MAX.)

1:2 (M

AX.)

0.015 1:6 1:6

NATURAL GROUND

10'2'4'6.67'

CONC. S/W

SODSOD

¡ CONST. CROSS SEMINOLE TRAIL

STANDARD C&G

£ CONST. BOS_EAST

LIMITS OF CONSTRUCTION

5' MIN.

STA. 202+43.37 TO STA. 205+94.46

12"

TYPE B STABILIZATION LBR 40

STD. PLANS INDEX 550-002

TYPE B FENCE W/ VINYL COATING

PROPOSED EASEMENT

BACK OF RECREATIONAL PATH PGL POINT

STD. PLANS INDEX 515-062

HANDRAIL (TYP.)

BICYCLE RAILING WITH

ALUMINUM PEDESTRIAN/

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ROAD NO.

SEMINOLE 15/600

1051 WINDERLEY PLACE, SUITE 400

MAITLAND, FL 32751

JASON WADE MCCRAY, P.E.

P.E. LICENSE NUMBER 68067

GREENMAN-PEDERSEN, INC.

00205750

FINANCIAL PROJ. ID

441484-1-58-01

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SUMMARY OF

DRAINAGE STRUCTURES

A N

T I T

NO.

STR.

STATION SIDE DESCRIPTION

B A

R R

E L S

STORM DRAIN OPTIONAL MATERIAL

MANHOLES

SECTION

MITERED END

CROSS DRAIN

REMARKS

ROUND

J-7 J-8 CONC

36" 48" <10' <10' 48"

P S-1 4+93.56 RT. MES 1 1 1:2 Slope

P S-2 5+11.45 RT. Pipe, MH, Pipe 1 14 1 Eccentric Top, Conc. Collar, J-Bottom 7'x7', 4 LF of HDPE Wall Zone Pipe, Resilient Connectors

P S-3 200+27.77 LT. Pipe, MH, Pipe 2 70 1 J-Bottom 4'x10'; Conc. Collar; 16 LF of HDPE pipe; All pipe is Wall Zone Pipe; Resilient Connectors

P CD-1 4+82.11 RT. Pipe 1 12 Wall Zone Pipe

Sheet Summary:

P Total 70 26 1 1 1

F Total

Final Summary:

P Total 70 26 1 1 1

F Total

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SEMINOLE 15/600

1051 WINDERLEY PLACE, SUITE 400

MAITLAND, FL 32751

JASON WADE MCCRAY, P.E.

P.E. LICENSE NUMBER 68067

GREENMAN-PEDERSEN, INC.

00205750

FINANCIAL PROJ. ID

441484-1-58-01

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TABULATION

OPTIONAL MATERIALS

OPTIONAL MATERIALS SYSTEMS

EXCEPTIONS

OPTIONAL PIPE

(IN)

SIZE

MATERIAL PLOTTED

BUILT

REMARKS

36 PP- CLASS II x WALL ZONE

PVC F-949

48 SRASP - 14 GA

EXCEPT HDPE - CLASS II

CD-1 (WALL ZONE) PP - CLASS II x

PP - CLASS II SRPE - RIBBED

material available. All pipe extensions shall be considered wall zone pipes.

pipe material. In the event that the existing pipe material is no longer produced, contractor shall use the most similar

Pipe material options shown do not apply to pipe extensions. Extensions of existing culverts shall be made with the existing

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ROAD NO.

SEMINOLE 15/600 00205750

1051 WINDERLEY PLACE, SUITE 400

MAITLAND, FL 32751

MICHAEL O'BRIEN, P.E.

P.E. LICENSE NUMBER 89441

GREENMAN-PEDERSEN, INC.

441484-1-58-01

P C

P T

TPRC

P C

P T

P C

P T

P C

P T

P C

P O

P T

P C

P T

P R

P C

P T

P C

P T

P C

R C

P T

5POT

POT

P C

P T

P C

P R

P T

P C P

P C

P O T

P T

N 89° 59' 57" E S 84° 21

' 30" W

N 84° 21 ' 30" E

S 73° 40' 54" E

S 86° 29' 14" E

CL BOS_WEST_7

CL BOS_WEST_8

N 76° 23' 40" E

CL BOS_WEST_11

CL BOS_WEST_12

N 76° 23' 40" E

CL BOS_WEST_15

CL BOS_WEST_18

N 77° 58' 6" W

N 76° 23' 40" E

CL3 S 77° 58' 6" E

STA. STA. 679+98.12 ¡ SURVEY SR 15/600

STA. 149+57.01 ¡ CONST. CROSS SEMINOLE TRAIL =

S 39° 59' 51" W

CL BOS_EAST_4

S 39° 59' 51.38" W

CL BOS_EAST_7

S 89° 59' 56.54" W

CL BOS_EAST_10

CL BOS_EAST_11

S 80° 41' 49.31" W

S 3° 30' 45.83" W

PROJECT LAYOUT

Feet

100200

CL2

CL5 CL7

¡ CONST. CROSS SEMINOLE TRAIL

CL BOS_WEST_6

STA. 143+81.52

BEGIN CONSTRUCTION

BEGIN PROJECT

CL BOS_WEST_21

CL BOS_EAST_3

CL BOS_EAST_2

CL6

CL BOS_EAST_14

CL BOS_EAST_17

STA. 155+85.45

END CONSTRUCTION

END PROJECT

¡ SURVEY SR 15/600

P C

CL BOS_WEST_5

POT

CL1

CL4 CL BOS_EAST_1

STA. STA. 0+00.00 £ CONST. BOS_WEST

STA. 143+86.57 ¡ CONST. CROSS SEMINOLE TRAIL =

PI STA. = 1+54.86

T = 19.97

L = 39.32

R = 92.00

PC STA. = 1+34.90

PT STA. = 1+74.22

PI STA. = 2+14.86

T = 40.64

L = 75.94

R = 86.00

PC STA. = 1+74.22

PT STA. = 2+50.16

PI STA. = 2+88.26

T = 29.73

L = 58.47

R = 130.67

PC STA. = 2+58.53

PT STA. = 3+16.99

PI STA. = 3+43.62

T = 13.89

L = 27.56

R = 89.33

PC STA. = 3+29.73

PT STA. = 3+57.29

PI STA. = 4+87.46

T = 38.08

L = 74.63

R = 152.67

PC STA. = 4+49.38

PT STA. = 5+24.01

PI STA. = 0+19.41

T = 5.24

L = 10.20

R = 18.00

PC STA. = 0+14.17

PT STA. = 0+24.36

PI STA. = 0+34.25

T = 9.88

L = 18.08

R = 18.00

PC STA. = 0+24.36

PT STA. = 0+42.44

PI STA. = 0+57.30

T = 14.86

L = 29.71

R = 408.00

PC STA. = 0+42.44

PT STA. = 0+72.15

PI STA. = 0+89.29

T = 17.14

L = 34.26

R = 408.00

PC STA. = 0+72.15

PT STA. = 1+06.41

CURVE DATA CL_BOS_WEST_5

CURVE DATA CL_BOS_WEST_6

CURVE DATA CL_BOS_WEST_7

CURVE DATA CL_BOS_WEST_8

CURVE DATA CL_BOS_WEST_11

CURVE DATA CL_BOS_WEST_12

CURVE DATA CL_BOS_WEST_15

CURVE DATA CL_BOS_WEST_18

CURVE DATA CL_BOS_WEST_21

PI STA. = 144+31.50

T = 26.93

L = 53.64

R = 240.00

PC STA. = 144+04.57

PT STA. = 144+58.21

PI STA. = 145+78.98

T = 29.40

L = 57.45

R = 110.00

PC STA. = 145+49.58

PT STA. = 146+07.03

PI STA. = 146+48.80

T = 25.03

L = 49.22

R = 110.00

PC STA. = 146+23.77

PT STA. = 146+72.99

PI STA. = 147+02.83

T = 17.10

L = 33.93

R = 110.00

PC STA. = 146+85.73

PT STA. = 147+19.66

PI STA. = 148+98.28

T = 86.53

L = 153.18

R = 132.00

PC STA. = 148+11.75

PT STA. = 149+64.93

CURVE DATA CL1 CURVE DATA CL2 CURVE DATA CL3 CURVE DATA CL4 CURVE DATA CL5

PI STA. = 200+04.61

T = 4.61

L = 7.45

R = 5.00

PC STA. = 200+00.00

PT STA. = 200+07.45

PI STA. = 204+54.12

T = 17.00

L = 33.54

R = 84.00

PC STA. = 204+37.12

PT STA. = 204+70.66

PI STA. = 204+97.77

T = 27.11

L = 52.79

R = 94.00

PC STA. = 204+70.66

PT STA. = 205+23.45

PI STA. = 205+76.83

T = 12.74

L = 21.13

R = 15.00

PC STA. = 205+64.09

PT STA. = 205+85.22

PI STA. = 205+91.61

T = 5.00

L = 7.85

R = 5.00

PC STA. = 205+86.61

PT STA. = 205+94.46

PI STA. = 200+13.23

T = 5.78

L = 11.56

R = 158.67

PC STA. = 200+07.45

PT STA. = 200+19.01

PI STA. = 200+39.31

T = 20.30

L = 40.38

R = 158.67

PC STA. = 200+19.01

PT STA. = 200+59.39

PI STA. = 201+62.36

T = 102.97

L = 181.69

R = 154.67

PC STA. = 200+59.39

PT STA. = 202+41.08

PI STA. = 203+29.41

T = 57.05

L = 106.76

R = 122.33

PC STA. = 202+72.36

PT STA. = 203+79.12

CURVE DATA BOS_EAST_1

CURVE DATA BOS_EAST_2

CURVE DATA BOS_EAST_3

CURVE DATA BOS_EAST_4

CURVE DATA BOS_EAST_7

CURVE DATA BOS_EAST_10

CURVE DATA BOS_EAST_11

CURVE DATA BOS_EAST_14

CURVE DATA BOS_EAST_17

PI STA. = 151+56.45

T = 191.52

L = 255.38

R = 132.00

PC STA. = 149+64.93

PT STA. = 152+20.31

PI STA. = 153+19.21

T = 67.62

L = 126.54

R = 145.00

PC STA. = 152+51.59

PT STA. = 153+78.13

CURVE DATA CL6 CURVE DATA CL7

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ROAD NO.

SEMINOLE 15/600 00205750

1051 WINDERLEY PLACE, SUITE 400

MAITLAND, FL 32751

MICHAEL O'BRIEN, P.E.

P.E. LICENSE NUMBER 89441

GREENMAN-PEDERSEN, INC.

441484-1-58-01

0 50 100 200 300

Scale: 1" = 100'

508509510

GENERAL NOTES

= SET 5/8" IRON ROD AND CAP STAMPED "SSMC TRAV. PT."

= SET NAIL AND DISK STAMPED "SSMC TRAV. PT."

MONUMENTS LEGEND

N '3

S .R /6

F S

U R

V E

LEGEND

STA.

S.R.

R/W

RT.

N/A

LT.

IRC

ID.

GPS

F.P.

FND

FDOT

STATION

STATE ROAD

RIGHT OF WAY

RIGHT

NOT APPLICABLE

LEFT

IRON ROD AND CAP

IDENTIFICATION

GLOBAL POSITIONING SYSTEM

FINANCIAL PROJECT

FOUND

TRANSPORTATION

FLORIDA DEPARTMENT OF

CENTERLINE

PROJECT NETWORK CONTROL

PROJECT UNITS: U.S. SURVEY FEET.3.

VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88), FDOT VERTICAL CONTROL.2.

FINANCIAL PROJECT 240196-1, DATED 11-04-10.R/W MAP,

FLORIDA EAST ZONE 0901, NORTH AMERICAN DATUM (NAD) OF 1983 (ADJUSTMENT OF 1990), PER FDOT SR 15/600

BEARINGS AND COORDINATES SHOWN HEREON ARE RELATIVE TO THE FLORIDA STATE PLANE COORDINATE SYSTEM, 2.

MAPPER, WITHOUT DELAY, BY TELEPHONE AT (386) 943-5115, OR BY EMAIL AT NICHOLAS.CAMPANILE@DOT.STATE.FL.US.

IS IN DANGER OF BEING DESTROYED, THE PROJECT ADMINISTRATOR SHOULD NOTIFY THE DISTRICT SURVEYOR AND

ANY PROJECT CONTROL MONUMENT WITHIN THE LIMITS OF CONSTRUCTION SHOULD BE PROTECTED. IF A MONUMENT1.

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ROAD NO.

SEMINOLE 15/600 00205750

1051 WINDERLEY PLACE, SUITE 400

MAITLAND, FL 32751

MICHAEL O'BRIEN, P.E.

P.E. LICENSE NUMBER 89441

GREENMAN-PEDERSEN, INC.

441484-1-58-01

STAMPING ID � STATION DESCRIPTIONOFFSET ELEVATION (Z) NORTHING (Y) EASTING (X) LATITUDE LONGITUDE SCALE FACTOR

N/A

681+77.61

684+16.21

682+47.42

680+23.57

679+46.20

678+63.45

678+03.31

677+05.02

676+67.94

677+69.60

679+02.48

680+22.25

677+04.98

678+82.47

680+28.92

681+18.06

227.04' RT.

464.75' RT.

305.82' RT.

193.11' RT.

85.56' LT.

202.53' LT.

329.36 LT.

457.02' LT.

580.44' LT.

461.34' LT.

305.63' LT.

128.60' LT.

27.63' LT.

27.85' LT.

92.03' RT.

88.38' RT.

16.62

15.75

16.31

16.57

18.42

18.19

18.13

20.90

19.80

19.85

19.11

22.58

27.19

27.04

26.42

26.76

SET 5/8" IRC "SSMC TRAV PT"

SET NAIL & DISK "SSMC TRAV PT"

SET 5/8" IRC "SSMC TRAV PT"

SET NAIL & DISK "SSMC TRAV PT"

554156.704

554492.505

554261.951

554030.567

553768.799

553626.155

553490.765

553329.888

553212.112

553368.701

553573.398

553785.729

553655.510

553771.030

553957.400

554012.730

28°43'16.35201"

28°43'16.61850"

28°43'16.37064"

28°43'15.41106"

28°43'16.62144"

28°43'16.75122"

28°43'17.11445"

28°43'17.19591"

28°43'17.71078"

28°43'17.70981"

28°43'17.70813"

28°43'17.47070"

28°43'14.43340"

28°43'15.77062"

28°43'16.10160"

28°43'16.79593"

81°19'05.76143"

81°19'01.99060"

81°19'04.57934"

81°19'07.17535"

81°19'10.11917"

81°19'11.72167"

81°19'13.24345"

81°19'15.05068"

81°19'16.37502"

81°19'14.61623"

81°19'12.31718"

81°19'09.93160"

81°19'11.38485"

81°19'10.09143"

81°19'07.99917"

81°19'07.37982"

1595055.787

1595081.808

1595057.384

1594961.081

1595084.037

1595097.523

1595134.572

1595143.233

1595195.557

1595195.032

1595194.315

1595169.762

1594863.340

1594998.090

1595031.020

1595101.000

PROJECT NETWORK CONTROL

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ROAD NO.

SEMINOLE 15/600 00205750

1051 WINDERLEY PLACE, SUITE 400

MAITLAND, FL 32751

MICHAEL O'BRIEN, P.E.

P.E. LICENSE NUMBER 89441

GREENMAN-PEDERSEN, INC.

GENERAL NOTES

ACCORDANCE WITH SECTION 872.05, FLORIDA STATUTES.

DURING PERMITTED ACTIVITIES, ALL WORK SHALL STOP IMMEDIATEDLY AND THE PROPER AUTHORITIES NOTIFIED IN

WITHOUT VERBAL AND/OR WRITTEN AUTHORIZATION. IN THE EVENT THAT UNMARKED HUMAN REMAINS ARE ENCOUNTERED

OF HISTORICAL RESOURCES, COMPLIANCE REVIEW SECTION AT (850)-245-6333. PROJECT ACTIVITIES SHALL NOT RESUME

IN THE VICINITY OF THE DISCOVERY. THE APPLICANT SHALL CONTACT THE FLORIDA DEPARTMENT OF STATE, DIVISION

PROJECT SITE AREA, THE PERMITTED PROJECT SHALL CEASE ALL ACTIVITIES INVOLVING SUBSURFACE DISTURBANCE

WITH NATIVE AMERICAN, EARLY EUROPEAN, OR AMERICAN SETTLEMENT ARE ENCOUNTERED AT ANY TIME WITHIN THE

METAL IMPLEMENTS, HISTORIC BUILDING MATERIALS, OR ANY OTHER PHYSICAL REMAINS THAT COULD BE ASSOCIATED

IF PREHISTORIC OR HISTORIC ARTIFACTS, SUCH AS POTTERY OR CERAMICS, PROJECTILE POINTS, DUGOUT CANOES,4.

MATERIALS. SEE NOTE 2 FOR REQUIREMENTS.

UNSUITABLE MATERIALS SHALL BE REMOVED FROM CONSTRUCTION AREAS AND BACKFILLED WITH SUITABLE3.

AUTHORIZED REPRESENTATIVE PRIOR TO USE.

SOIL MATERIALS USED FOR FILL OR GRADING ACTIVITIES SHALL BE APPROVED FOR USE BY THE COUNTY'S2.

BENCHMARK ELEVATIONS SHOWN ON THE PLANS ARE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88)1.

Feet

0 10

M A T C H

N E S

T A .0

ROADWAY PLANS (1)

SEE STRUCTURES PLANS.

NOTE: FOR RETAINING WALL GEOMETRY

P C

P T

P C

P T

P C

P T

P C

P T

2 3 4 5

POT

P C

C P C

C P T

P C

P R

P T

P C

P T

P C

P T

S 86° 29' 14" E

S 73° 40' 54" E

N 7 6° 2

3' 4 0" E

S 77° 58' 6" E S 84° 21 ' 30" W

N 84° 21 ' 30" E

N 77° 58' 6" W

N 7 6° 2

3' 4 0" E

N 76° 23' 40" E

S 3° 30' 45.83" W

S T O P

STOP

S T O P

STOP

H D P E

TRAFFIC

T R

A F F

AFFIC

R/W LINE

¡ CONST. CROSS SEMINOLE TRAIL

5'R

£ CONST. BOS WEST

R/W LINE

CL1

CL2

¡ SURVEY SR 15/600

BARRIER WALL

REMOVE 12.42' OF EXISTING

WETLAND 2 LIMITS

0+72.15, 2.25' LT

STD. PLANS INDEX 515-062.

END PEDESTRIAN/BICYCLE RAILING

CL_BOS_WEST_8

CL_BOS_WEST_11

CL4

PROP. EASEMENT

EXIST. EASEMENT

PROP. EASEMENT

SWING GATE

CONST. 12' SINGLE

CL_BOS_WEST_12

0.00' RT

3+37.28

8.00' RT

3+37.28

CL_BOS_WEST_18

200+07.45, 0.37' RT

TIE TO EXIST. RAILING

BEGIN PEDESTRIAN/BICYCLE RAILING

200+00.00, 0.00' LT

MATCH EXIST. ELEV. 26.26

BEGIN 10' CONC. RECREATIONAL PATH

BOS_EAST_1

SPECIAL DETAILS SHEET

FOR GRADING DETAILS SEE

CL5

20" FLORIDA MAPLE TREE TO REMAIN

CL_BOS_WEST_21

CL_BOS_WEST_5

PROP. EASEMENT

CL_BOS_WEST_7

CL_BOS_WEST_6

0+24.36, 2.25' LT

STD. PLANS INDEX 515-062.

BEGIN PEDESTRIAN/BICYCLE RAILING

7.25' LT

0+24.36

7.25' LT

0+72.15

LIMITS OF CONSTRUCTION

£ CONST. BOS WEST

0+07.35, 0.00' LT

¡ CONST. CROSS SEMINOLE TRAIL =

143+81.52, 7.35' LT

MATCH EXIST. ELEV. 20.55

RECREATIONAL PATH

BEGIN 8' CONC.

BEGIN CONSTRUCTION

BEGIN PROJECT

0+10.93, 3.59' LT

STOP SIGN R1-1

MATCH EXIST. ELEV. 20.27

0+06.49, 24.23' RT

0.00' LT

1+32.76 39.50' LT

1+60.41

3+37.28, 0.38' LT

STD. PLANS INDEX 515-062.

BEGIN PEDESTRIAN/BICYCLE RAILING

END RETAINING WALL RW-1

51.32' LT

4+24.04

46.18' LT

4+39.40

4+40.33, 0.00' RT

END 10' FLAT LANDING

4+30.33, 0.00' RT

BEGIN 10' FLAT LANDING BOS ELEV. 25.86

5+13.33, 0.00' RT

8.00' RT

5+13.33

29.16' LT

5+24.01

8.00' RT

5+34.33

11.73' RT

5+43.98

5+48.67, 0.38' LT

RETAINING WALL BEND

5+51.21, 3.00' LT

BARRIER MOUNT

STOP SIGN R1-1

13.83' LT

5+43.98

0+10.73, 11.58' RT

STOP SIGN R1-1

200+07.45, 3.88' RT

STOP SIGN R1-1

14.00' RT

3+66.13

3+66.13, 12.17' LT

INDEX 550-002

STD. PLANS

END TYPE B FENCE

2+57.46, 14.00' RT

BEGIN 12' GATE.

END TYPE B FENCE

2+71.05, 14.00' RT

STD. PLANS INDEX 550-002

BEGIN TYPE B FENCE

END 12' GATE

FOOTING AND COLUMN (TYP.)

PEDESTRIAN BRIDGE PIER

APPROXIMATE LOCATION OF EXISTING

TREE TO REMAIN

12" FLORIDA MAPLE

5+49.42, 0.87' LT

MATCH EXIST. ELEV. 25.94

PATH

END CONC. RECREATIONAL

+51.21, 14.39' RT

STOP SIGN R1-1 BARRIER MOUNT

5+51.33, 0.37' LT

(SEE STRUCTURES DETAILS)

TIE TO EXIST. RAILING

END PEDESTRIAN/BICYCLE RAILING

5+51.09, 11.37' RT

(SEE STRUCTURES DETAILS)

TIE TO EXIST. RAILING

END PEDESTRIAN/BICYCLE RAILING

+37.28, 8.38' RT

STD. PLANS INDEX 515-062

BEGIN PEDESTRIAN/BICYCLE RAILING

BEGIN RETAINING WALL RW-1

5+48.71, 11.87' RT

MATCH EXIST. ELEV. 26.01

RETAINING WALL BEND

END CONC. RECREATIONAL PATH

2+53.08, 16.36' RT

STD. PLANS INDEX 550-002

BEGIN TYPE B FENCE

PEDESTRIAN BRIDGE APPROACH RAMP

TIE TO EXIST. MSE WALL FOR

CL_BOS_WEST_15

CL3 S-2

S-1

CD-1

10 LF OF 48" PIPE

FPC 1

41:3

N.T.S

SECTION A-A

STA. 1+50.00 TO STA. 3+50.00

FPC-1 TYPICAL SECTION

EL. 17.55'

STA. 1+50.00, 10.50' (LT)

BEGIN FPC DITCH 1

EL. 17.45'

STA. 3+50.00, 10.50' (LT)

END FPC DITCH 1

PATH

RECREATIONAL

(TYP.)

FPC 1 12' BTM. WIDTH

EASEMENT

PROP.

E X I S

E A

S E

M E

N T

DRAINAGE DETAIL

CONC. COLLAR SEE

NOTE: SOD TO BE ADDED TO SLOPE GRADING AT

AND BETWEEN THE CROSSDRAIN AND

FES STRUCTURE.

AT THE DOWNSTREAM OF THE CROSSDRAIN

ZONE PIPE

48" WALL

12 LF OF

ZONE PIPE

4 LF OF 48" WALL

ELEV 14.86

DPI STA 4+82.11 (13.25' LT)

ELEV 15.43

(26.40' RT)

DPI STA 4+85.44

41:3

N.T.S

SECTION B-B

PATH

RECREATIONAL

EASEMENT

PROP.

E X I S

E A

S E

M E

N T

FPC 1 8.8' BTM. WIDTH

STA. 2+73.27

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6/30/2023 10:36:28 AM P:\2050616_03_US1792_Ped_Bridge\US1792_Cadd\Roadway\PLANRD01.dgn

ROAD NO.

SEMINOLE 15/600 00205750

1051 WINDERLEY PLACE, SUITE 400

MAITLAND, FL 32751

MICHAEL O'BRIEN, P.E.

P.E. LICENSE NUMBER 89441

GREENMAN-PEDERSEN, INC.

441484-1-58-01 12

Feet

0 10

M A T C H

N E S

T A

SEE STRUCTURES PLANS.

NOTE: FOR RETAINING WALL GEOMETRY

ROADWAY PLANS (2)

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6/30/2023 10:36:29 AM P:\2050616_03_US1792_Ped_Bridge\US1792_Cadd\Roadway\PLANRD02.dgn

ROAD NO.

SEMINOLE 15/600 00205750

1051 WINDERLEY PLACE, SUITE 400

MAITLAND, FL 32751

MICHAEL O'BRIEN, P.E.

P.E. LICENSE NUMBER 89441

GREENMAN-PEDERSEN, INC.

441484-1-58-01

154 155 156 157

P R

P T

P C

P T

P C

P T

P C

P T

P R

PRC

P T

P C

N 89° 59' 57" E

S 80 ° 41'

49.31

" WS 89° 59' 56.54" W

STOP

H D P E

GAS

R/W LINE

¡ SURVEY SR 15/600

¡ CONST. CROSS SEMINOLE TRAIL

2'R

EXIST. SIDEWALK

REMOVE 16' OF EXIST. RAILING

BOS_EAST_7

BOS_EAST_11

BOS_EAST_14

£ CONST. BOS EAST

CL6

CL7

5' R

BOS_EAST_3

TIE TO EXIST. RAILING AND CURB

MATCH EXIST. ELEV. 16.79

155+50.95, 7.42' RT

CONST. 12' SINGLE SWING GATE

203+17.23, 16.00' LT

END 12' GATE

WETLAND 1 LIMITS

203+06.39, 16.00' LT

BEGIN 12' GATE

END TYPE B FENCE

EXIST. EASEMENT

PROP. EASEMENT

200+09.68, 14.38' LT

TIE TO EXIST. RAILING

BEGIN PEDESTRIAN/BICYCLE RAILING

APPROACH RAMP

PEDESTRIAN BRIDGE

EXIST. MSE WALL FOR

FLORIDA MAPLE TREE TO REMAIN

FOOTING AND COLUMN (TYP.)

PEDESTRIAN BRIDGE PIER

APPROXIMATE LOCATION OF EXISTING

202+43.37, 0.38' RT

STD. PLANS INDEX 515-062.

END PEDESTRIAN/BICYCLE RAILING

END RETAINING WALL RW-2

202+43.37, 10.38' RT

STD. PLANS INDEX 515-062

END PEDESTRIAN/BICYCLE RAILING

BEGIN RETAINING WALL RW-2

BOS_EAST_10

200+07.45, 0.37' RT

TIE TO EXIST. RAILING

BEGIN PEDESTRIAN/BICYCLE RAILING

6" YELLOW PAINT

0711 16201

0.004 GM

CL5

200+00.00, 0.00' LT

MATCH EXIST. ELEV. 26.26

BEGIN 10' CONC. RECREATIONAL PATH

BOS_EAST_1

SPECIAL DETAILS SHEET

FOR GRADING DETAILS SEE

5' R

SPECIAL DETAILS SHEET

FOR GRADING DETAILS SEE

BOS_EAST_17

+90.54, 3.00' RT

STOP SIGN R1-1

TO REMAIN

20" FLORIDA MAPLE TREES

0.87' RT

+07.45

SEPARATOR

TRAFFIC

REMOVE 35' OF EXIST. RAILING AND CONCRETE CURB

200+06.83, 19.61' LT

MATCH EXIST. ELEV. 26.32

BEGIN 10' CONC. RECREATIONAL PATH

ELEV. 26.30

200+10.13, 9.00' LT

14.87' LT

200+09.67

200+07.45, 3.88' LT

STOP SIGN R1-1

200+16.32, 14.38' LT

RETAINING WALL BEND

ELEV. 26.30

200+12.23, 9.00' LT

200+14.23, 0.38' RT

RETAINING WALL BEND

200+07.45, 3.88' RT

STOP SIGN R1-1

ELEV. 26.28

200+10.13, 5.00' LT

ELEV. 26.28

200+12.23, 5.00' LT

201+23.52, 0.00' RT

BEGIN 10' FLAT LANDING

201+33.52, 0.00' RT

END 10' FLAT LANDING

BOS_EAST_2

PROP. EASEMENT

TREES TO REMAIN

FLORIDA MAPLE

BOS_EAST_4

MATCH EXIST. ELEV. 16.72

155+58.20, 7.67' RT

205+87.00, 13.63' LT

STOP SIGN R1-1

CONSTRUCT APPROX. 7' OF RAILING

¡ CONST. CROSS SEMINOLE TRAIL

155+85.45, 7.67' RT

TIE TO EXIST. RAILING AND CURB

MATCH EXIST. ELEV. 16.35

END CONSTRUCTION

END PROJECT

£ CONST. BOS EAST

205+94.46, 0.00' LT

¡ CONST. CROSS SEMINOLE TRAIL =

155+78.20, 7.67' RT

MATCH EXIST. ELEV. 16.28

END 10' CONC. RECREATIONAL PATH

201+95.35, 10.50' LT

STD. PLANS INDEX 550-002

BEGIN TYPE B FENCE

16.00' LT

201+95.35

FPC 3

FPC 2

1:4

SECTION D-D

N.T.S

STA. 202+95.46 TO STA. 204+60.00

18' BTM. WIDTH (TYP.)

FPC 3

SECTION C-C

STA. 201+52.64 TO STA. 204+95.46

F E

N C

BTM WIDTH VARIES

FPC 2

FROM ELEVATED PATH

TIE-IN DIST. IS 5'

FPC-3 TYPICAL SECTION

FPC-2 TYPICAL SECTION

EL. 15.70'

STA. 203+00.00, 15.18' (RT)

BEGIN FPC DITCH 3

EL. 15.70'

STA. 201+58.94, 31.89' (LT)

BEGIN FPC DITCH 2

EL. 15.65'

STA. 204+50 14.49' (RT)

END FPC DITCH 3

EL. 15.62'

STA. 202+90.39 35.70' (LT)

END FPC DITCH 2

W E

T L

A N

W E

T L

A N

W E

T L

A N

*NOTE: UNDER EXISTING TRAIL, FPC-2 GRADING SHOULD TIE IN

RECREATIONAL PATH

PATH

RECREATIONAL

1' FROM EXISTING BRIDGE PILE CAPS.

P R

O P

E A

S E

M E

N T

P R

O P

E A

S E

M E

N T

P R

O P

E A

S E

M E

N T

E X I S

E A

S E

M E

N T

E X I S

E A

S E

M E

N T

WALL ZONE PIPES

27 LF OF DUAL 36"

S-3

(DITCH LINING)

RUBBLE RIPRAP

CONST 23'X10'

WALL ZONE PIPES W/ JACKET

8 LF OF DUAL 36" HDPE

N.T.S

(ELEVATED TYPICAL SHOWN. STABILIZED TYPICAL SIMILAR)

EXISTING GROUND PROFILE

P I

(-) 2.121%

P I

E L

P I

E L

(-) 1.588%

(-) 0.866%

P I

E L

(+) 0.900

P I

E L

(-) 0.655%

P I

E L

(+) 0.197%

P I

E L

20' V.C.

P I

E L

) 4 .9

P I

E L

) 4 .9

P I

E L

P I

E L

P I

E L

(+) 0.000%

P I

E L

STA. 0+22.60 TO STA. 5+13.33

MAINTAIN 1.5% CROSS SLOPE

(+) 0.000%

STA. 5+43.98 TO STA. 5+49.42

0.7% TO 0.44%

TRANSITION CROSS SLOPE FROM

STA. 5+13.33 TO STA. 5+34.33

TRANSITION CROSS SLOPE FROM 1.5% TO 1.0%

STA. 5+34.33 TO STA. 5+43.98

TRANSITION CROSS SLOPE FROM 1.0% TO 0.44%

STA. 0+07.35 TO STA. 0+22.60

TRANSITION CROSS SLOPE FROM -1.55% TO +1.50%

(+) 0.000%

(+) 0.500%

EL. 17.45

STA. 1+50.00

BEGIN SP. DITCH PROFILE (LT)

EL. 17.37

STA. 3+00.00

END SP. DITCH PROFILE (LT)

(-) 0.053%

STA. 0+07.35

BEGIN 8' RECREATIONAL PATH

SHW (TYP.)

48" PIPE

FL. 15.00

STA. 5+49.42

END 8' RECREATIONAL PATH

SHEET PILE WALL

EXISTING US 17-92

(-) 4.900%

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20' V.C.

P I

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P I

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(+) 0.606%

P I

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(+) 0.343% P I

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(-) 0.858%

P I

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(-) 1.818% (+) 0.455%

P I

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(+) 0.000%

P I

E L

P I

E L

(+) 0.305%

FL. 14.05

(+) 0.000%

P I

E L

(+) 0.000%

FROM STA. 200+00.00 TO STA. 200+13.52

TRANSITION CROSS SLOPE FROM 0.23% TO 0.39%

FROM STA. 200+13.52 TO STA. 200+23.52

TRANSITION CROSS SLOPE FROM 0.39% TO 0.40%

(-) 0.113%

EL. 15.92

STA. 203+00.00

BEGIN SP. DITCH PROFILE (RT)

EL. 15.75

STA. 204+50.00

END SP. DITCH PROFILE (RT)

PROFILE

EXISTING GROUND

EL. 15.64

STA. 201+58.52

BEGIN SP. DITCH PROFILE (LT)

EL. 15.55

STA. 203+00.00

END SP. DITCH PROFILE (LT)

STA. 200+00.00

BEGIN 10' RECREATIONAL PATH

STA. 205+94.46

END 10' RECREATIONAL PATH

FROM STA. 200+23.52 TO STA. 200+59.39

TRANSITION CROSS SLOPE FROM 0.40% TO 1.5%

SHEET PILE WALL

EXISTING US 17-92

ADDITIONAL INFORMATION

STRUCTURE PLANS FOR

36" PIPE; REFER TO THE

*PROFILE ALONG BOS PGL

6/30/2023 10:36:30 AM P:\2050616_03_US1792_Ped_Bridge\US1792_Cadd\Roadway\PROFRD01.dgn mobrien

CIP #

SEMINOLE

COUNTY ROAD NO.

15/600

SPECIAL PROFILES

0+00 0+50 1+00 1+50 2+00 2+50 3+00 4+00 4+50 5+00 5+50

203+50200+00 200+50 201+00 201+50 202+00 202+50 203+00 204+00 204+50 205+00 205+50

3+50

SCALE: 1" = 50' HORIZONTAL

1" = 10' VERTICAL

SCALE: 1" = 50' HORIZONTAL

1" = 10' VERTICAL

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WEST RECREATIONAL PATH

EAST RECREATIONAL PATH

00205750

1051 WINDERLEY PLACE, SUITE 400

MAITLAND, FL 32751

MICHAEL O'BRIEN, P.E.

P.E. LICENSE NUMBER 89441

GREENMAN-PEDERSEN, INC. FINANCIAL PROJ. ID

441484-1-58-01 14

6/30/2023 10:36:31 AM P:\2050616_03_US1792_Ped_Bridge\US1792_Cadd\Drainage\DRXSRD02.dgn

CIP #

SEMINOLE

COUNTY ROAD NO.

15/600 00205750

FINANCIAL PROJ. ID

441484-1-58-01

1051 WINDERLEY PLACE, SUITE 400

MAITLAND, FL 32751

JASON WADE MCCRAY, P.E.

P.E. LICENSE NUMBER 68067

GREENMAN-PEDERSEN, INC.

CD-1

FL 15.05 (LT)

FL 15.16 (RT)

CONST. CROSS DRAIN

STA. 4+82.11 (8.49' RT.)

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48" WALL ZONE PIPE

:2 .3

DRIVEWAY

EXISTING ASPHALT

SLOPE AND A 5' BOTTOM WIDTH

GRADE DITCH WITH A 1:2 SIDE

00 20 40 60 80 100 12020406080100120140

STA. 4+82.11

CD-1

£ CONST. BOS WEST

00 20 40 60 80 100 12020406080100120140 140

1" = 10' Vertical

1" = 20' Horizontal

DRAINAGE STRUCTURES (1)

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SEMINOLE

COUNTY ROAD NO.

15/600 00205750

FINANCIAL PROJ. ID

441484-1-58-01

1051 WINDERLEY PLACE, SUITE 400

MAITLAND, FL 32751

JASON WADE MCCRAY, P.E.

P.E. LICENSE NUMBER 68067

GREENMAN-PEDERSEN, INC.

S-2

S-1

FROM EXIST. DITCH

EXIST. 48" PIPE

48" PIPE

EDGE OF EXISTING PIER FOOTING

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EXISTING BRIDGE PIER COLUMN

(SEE DRAINAGE DETAILS)

CONCRETE COLLAR FL 15.38

OVER PIPE IS 7"

MINIMUM PIPE COVER ALLOWED

OF THE EXISTING PILE CAP

BE WITHIN THE LIMITS

1:2 TIE IN SLOPE SHALL NOT

PER FDOT SPEC 942-3

USED F0R ALL PIPE CONNECTIONS

RESILIENT CONNECTORS TO BE

FL 15.45 (BK)

FL 15.45 (RT)

ELEV. 22.60 (RIM)

INDEX 425-001, 425-010

MH J-8 (7'X7') ECCENTRIC

STA. 5+11.45 (38.35' RT)

DOWN BEHIND MES CONC. SLAB

FLAT WITH NO STEEPER THAN 1:2 TIE

EXISTING BRIDGE PILE CAP. GRADE 1'

MINIMAL GRADING PERMITTED OVER

FL 15.43

430-021

CD MES 1:2

STA. 4+93.56 (27.82' RT)

48" WALL ZONE PIPE

00 20 40 60 80 100 12020406080100120140

S-2

00 20 40 60 80 100 12020406080100120140 140

£ CONST. BOS WEST

STA. 5+11.45

STA. 4+93.56

S-1

DRAINAGE STRUCTURES (2)

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SEMINOLE

COUNTY ROAD NO.

15/600 00205750

FINANCIAL PROJ. ID

441484-1-58-01

1051 WINDERLEY PLACE, SUITE 400

MAITLAND, FL 32751

JASON WADE MCCRAY, P.E.

P.E. LICENSE NUMBER 68067

GREENMAN-PEDERSEN, INC.

S-3

DITCH

EXISTING

DITCH

EXISTING

FROM

EL 14.05

RAMP

EXIST. ASPHALT

DUAL 36" WALL ZONE PIPES

CONCRETE JACKET

36" HDPE PIPE

DUAL EXIST. WALL ZONE

FOR ALL PIPE CONNECTIONS

USED PER FDOT SPEC 942-3

RESILIENT CONNECTORS TO BE

FL 13.90

TOP ELEV 19.20

MH TYPE 7; J-BOTTOM (4'X10')

STA. 200+27.77 (52.78 LT.)

PROPOSED WALLS

AWAY FROM ALL EXISTING AND

MAINTAIN POSITIVE DRAINAGE

EXIST. RIP-RAP

FILTER FABRIC UNDER RIPRAP

BETWEEN EXISTING AND PROPOSED

ENSURE A MINIMUM 5' OVERLAP

PER INDEX 524-001

(DITCH LINING)

23'X10' RIP-RAP

DUAL 36" HDPE WALL ZONE PIPES

140 120 100 80 60 40 20 0 20 40 60 10080 120 140

S-3

STA. 200+27.77

00 20 40 60 80 100 12020406080100120140

1" = 10' Vertical

1" = 20' Horizontal

£ CONST. BOS EAST

DRAINAGE STRUCTURES (3)

1051 WINDERLEY PLACE, SUITE 400

MAITLAND, FL 32751

JASON WADE MCCRAY, P.E.

P.E. LICENSE NUMBER 68067

GREENMAN-PEDERSEN, INC.

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ROAD NO.

SEMINOLE 15/600 00205750

FINANCIAL PROJ. ID

441484-1-58-01

* INSTALL 1/2"X18" DOWELS IN ADHESIVE BOND MATERIAL

(SEE NOTE)

* 6 ~ DOWEL (TYP.)

FRAME OR HOOP

2 ~ #4 REBAR

NTS

DETAILS

SIDE ELEVATION OF CONCRETE COLLAR

DRAINAGE DETAILS

EXIST. SHEET PILE WALL

NOTES:

1'-2"

TO CONTOUR OF NEW PIPE

CUT TOE OF EXIST. CONCRETE COLLAR

EXIST. CONCRETE COLLAR

MEASUREMENTS BEFORE CONTRUCTION OF CONCRETE COLLAR

* CONTRACTOR TO FIELD VERIFY EXISTING CONCRETE COLLAR

ADDITIONAL NOTES AND DETAILS

* REFER TO INDEX 430-001 SHEET 4 OF 7 FOR

PROPOSED PIPE

* FIELD CUT EXISTING 48" PIPE AS NEEDED TO INSTALL

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ROAD NO.

SEMINOLE 15/600 00205750

1051 WINDERLEY PLACE, SUITE 400

MAITLAND, FL 32751

MICHAEL O'BRIEN, P.E.

P.E. LICENSE NUMBER 89441

EXISTING 14' TRAIL

EL. 20.55

0+07.35, 5.05 LT

TIE TO EXISTING

EL. 20.27

0+07.13, 12.94 RT

TIE TO EXISTING

18'

10.00 LT

205+86.61

20'

10'

EXISTING 14' TRAIL

205+86.61 0.00 LT

+1.50% TO EXISTING +2.20%

BEGIN CROSS SLOPE TRANSITION

1.50%

1.55%

1.50%

2.20%

8.00 RT

0+22.60

0+22.60, 0.00 RT

+1.50% TO EXISTING -1.55%

BEGIN CROSS SLOPE TRANSITION

SPECIAL DETAILS

BACK OF RECREATIONAL PATH

FRONT OF RECREATIONAL PATH

BACK OF RECREATIONAL PATH

FRONT OF RECREATIONAL PATH

5'R 5'R

5'R

STOP

R1-1

18"x18"

0700 1 11

0700 1 21

BOS WEST RECREATIONAL PATH CONNECTION TO TRAIL DETAIL

TIE TO EXIST. RAILING

EL. 16.28

205+94.46, 0.00 LT

TIE TO EXISTING

EL. 16.72

205+87.83, 15.62 LT

TIE TO EXISTING

TIE TO EXIST. RAILING

BOS EAST RECREATIONAL PATH CONNECTION TO TRAIL DETAIL

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ROAD NO.

SEMINOLE 15/600 00205750

1051 WINDERLEY PLACE, SUITE 400

MAITLAND, FL 32751

MICHAEL O'BRIEN, P.E.

P.E. LICENSE NUMBER 89441

SECTION A-A

2.5'

9" 9"

%0 .3

ELEV. 26.32

STA. 200+23.52, 13.63' LT

ELEV. 24.65

STA. 200+59.39, 10.00' LT

4.90%

200+59.39, 0.00 LT, ELEV. 24.50

MAINTAIN +1.50% CROSS SLOPE

END CROSS SLOPE TRANSITION

BACK OF RECREATIONAL PATH

FRONT OF RECREATIONAL PATH

TO EXISTING US 17-92 SIDEWALK DETAIL

BOS EAST RECREATIONAL PATH CONNECTION

ELEV. 26.29

STA. 200+14.33, 6.95' LT

ELEV. 26.26

200+13.52, 0.00' LT

TIE TO COPING

ELEV. 26.32

200+15.43, 14.13' LT

TIE TO COPING5

200+23.52, 0.00 LT, ELEV. 26.26

+0.40% TO +1.50%

BEGIN CROSS SLOPE TRANSITION

6" 6"

NTS

ELEV. 26.30

FACE OF CURB

ELEV. 26.28

FACE OF CURB

HANDRAIL

PEDESTRIAN/BICYCLE

HANDRAIL

PEDESTRIAN/BICYCLE

FILL AREA (SEE PLANS)

(DEPTH VARIES - SEE NOTE)

CONC. RECREATIONAL PATH

BACK OF RECREATIONAL PATH

FRONT OF RECREATIONAL PATH

0.39%

0.39% 1:6 (T

1:6 (TYP.)

SEE INDEX 520-020

TYPE I - OPTION I

4' TRAFFIC SEPARATOR,

6" YELLOW PAINT

EXISTING 5' SIDEWALK

EL. 26.32

200+00.00, 24.00 LT

TIE TO EXISTING

ELEV. 26.28

STA. 200+08.04, 6.99' LT

9.00' LT

STA. 200+10.13

ELEV. 26.30

STA. 200+12.23, 9.00' LT

ELEV. 26.28

STA. 200+12.23, 5.00' LT

EXIST. US 17-92 SHEET PILE WALL

SPECIAL DETAILS

TO EXISTING US 17-92 SIDEWALK DETAIL

BOS WEST RECREATIONAL PATH CONNECTION

0.44%

1.00%

EXIST. US 17-92 SHEET PILE WALL

ELEV. 25.86

STA. 5+13.33, 0.00' RT

EXISTING 5' SIDEWALK

EXIST. US 17-92 SHEET PILE WALL

BACK OF RECREATIONAL PATH

5+13.33, 0.00 LT, ELEV. 25.86

+1.50% TO 1.00%

BEGIN CROSS SLOPE TRANSITION

ELEV. 25.94

5+48.67, 0.00 RT

TIE TO COPING

5+34.33, 0.00 RT, ELEV. 25.89

+1.00% TO +0.44%

BEGIN CROSS SLOPE TRANSITION

5+43.98, 0.00 RT, ELEV. 25.92

+0.44% TO +0.70%

BEGIN CROSS SLOPE TRANSITION

EXIST. +0.23% TO +0.39%

BEGIN CROSS SLOPE TRANSITION

200+00.00, 0.00 RT, EL. 26.26

TIE TO EXISTING

5.00' LT

STA. 200+10.13

14'"2

10 "2

5' 5'

PLANS FOR ADDITIONAL DETAILS.

HANDRAILS TO ELIMINATE DROPOFFS. REFER TO STRUCTURES

BETWEEN EXISTING US 17-92 SIDEWALK AND ENDS OF

ALONG US 17/92. EXISTING GROUND SHALL BE REGRADED

RECREATIONAL PATH AT CONNECTIONS TO EXISTING SIDEWALK

EXISTING GROUND ELEVATIONS ON EACH SIDE OF THE

BETWEEN THE PROPOSED RECREATIONAL PATH AND THE

AS NECESSARY TO ACCOMODATE THE GRADE SEPARATION

* INCREASED VERTICAL DEPTH OF RECREATIONAL PATH

FOR SECTION A-A SEE THIS SHEET

MATERIALS AND RESEARCH

DEPARTMENT OF TRANSPORTATION

STATE OF FLORIDA

EMBANKMENT AND SUBGRADE MATERIAL

STRATA BOUNDARIES ARE APPROXIMATE, MAKE FINAL CHECK AFTER GRADING

-- --4 -- -- -- -- --

ROAD NO.:

NO.

STRATUM

TESTS

NO. OF

CONTENT

ORGANIC

TESTS

NO. OF

CONTENT

MOISTURE

TESTS

NO. OF

PERCENTAGE PASSING

SIEVE ANALYSIS RESULTS

MESH

LIMITS (%)

ATTERBERG

TESTS

NO. OF

LIMIT

LIQUID

INDEX

PLASTICITY

CLASSIFICATION

SOIL

GROUP

AASHTO DESCRIPTION

ohms cm

RESISTIVITY

TESTS

NO. OF

CORROSION TEST RESULTS

ppm

CHLORIDE

ppm

SULFATES pH

SURVEY MADE BY:

SUBMITTED BY:

CROSS SECTION OF SOIL SURVEY

DATE OF SURVEY:

SEMINOLE COUNTY PROJECT ID: PS-0426-15

DISTRICT:

COUNTY:

TINDALL

COLIN T. JEWSBURY, P.E.

12/20

15/600

FIVE

SEMINOLE

A-3-- ----

A-2-4

--A-2-4

1. SOIL BOUNDARIES ARE APPROXIMATE AND REPRESENT SOIL STRATA AT EACH BORING LOCATION ONLY. ANY SUBSOIL CONNECTING LINES SHOWN ARE FOR ESTIMATING EARTHWORK ONLY AND DO NOT INDICATE ACTUAL STRATUM LIMITS.

SHALL BE IN ACCORDANCE WITH FDOT STANDARD PLANS INDEX NO. 120-001 FOR FDOT DESIGN STANDARDS.

3. REMOVAL OF MUCK AND PLASTIC MATERIAL OCCURING WITHIN THE ROADWAY SHALL BE ACCOMPLISHED IN ACCORDANCE WITH STANDARD PLANS INDEX NO. 120-002, UNLESS OTHERWISE SHOWN ON THE PLANS. THE MATERIAL USED IN EMBANKMENT CONSTRUCTION

9. "NP" DENOTES NON-PLASTIC. () DENOTES PERCENT FINES TESTS ONLY.

5. STRATA NOS. 1, 2 AND 3 SHALL BE TREATED AS SELECT (S) MATERIAL IN ACCORDANCE WITH FDOT STANDARD PLANS INDICES 120-002 AND 120-001.

6. STRATA NOS. 2, 3, AND 4 MAY RETAIN EXCESS MOISTURE AND MAY BE DIFFICULT TO DRY AND COMPACT.

SUBSURFACE VARIATIONS BETWEEN BORINGS SHOULD BE ANTICIPATED AS INDICATED IN SECTION 2-4 OF THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. FOR FURTHER DETAILS SEE SECTION 120-3.

4. SOIL PARAMETER NOT TESTED DENOTED AS "--" ABOVE.

2. WATER TABLE SHOWN AS WHERE ENCOUNTERED AT TIME OF SURVEY. GNE DENOTES GROUNDWATER NOT ENCOUNTERED. ESTIMATED SEASONAL HIGH GROUNDWATER LEVELS SHOWN AS .

11-20

8. STRATUM NO. 5 SHALL BE TREATED AS MUCK (M) IN ACCORDANCE WITH FDOT STANDARD PLANS INDICES 120-002 AND 120-001.

GRAY CLAYEY FINE SAND

-- A-2-6-- -- -- 0 -- -- -- -- -- -- -- --

(2)

(3)

7. STRATUM NO. 4 SHALL BE TREATED AS PLASTIC (P) AND/OR HIGH PLASTIC (H) IN ACCORDANCE WITH FDOT STANDARD PLANS INDICES 120-002 AND 120-001.

DARK BROWN MUCKY FINE SAND

A-8 6 1 27 0 -- -- -- -- -- -- -- --

FIGURE 4

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PROJECT NAME: CROSS SEMINOLE TRAIL OVERPASS/PEDESTRIAN CONNECTION @ 17/92

SURVEY BEGINS STA. : 143+81

SURVEY ENDS STA. : 155+85

LIMEROCK

SAND WITH SILT, WITH OCCASIONAL TRACE ORGANIC MATERIAL AND/OR

LIGHT BROWN TO DARK BROWN OR GRAYISH BROWN FINE SAND TO FINE

MATERIAL AND/OR LIMEROCK

WITH SILT TO SILTY FINE SAND, WITH OCCASIONAL TRACE ORGANIC

BROWN TO VERY DARK BROWN OR GRAY TO DARK GRAY FINE SAND

OCCASIONAL CEMENTED SAND NODULES

GRAY FINE SAND WITH CLAY TO CLAYEY FINE SAND, WITH

LIGHT BROWN TO BROWN, GRAYISH BROWN, OR LIGHT GRAY TO

FLORIDA REGISTRY: 5950

ORLANDO, FL. 32809

8008 S. ORANGE AVENUE

ARDAMAN AND ASSOCIATES, INC.

P.E. NO.: 58074

COLIN T. JEWSBURY, P.E. REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

REVISIONS

DATE BY DESCRIPTION DATE BY DESCRIPTION

15/600 SEMINOLE

mobrien 6/30/2023 10:36:36 AM P:\2050616_03_US1792_Ped_Bridge\US1792_Cadd\Geotech\StrBorder01.dgn

ROADWAY SOIL SURVEY

441484-1-58-0100205750

CONNECTION @ 17/92

CROSS SEMINOLE TRAIL OVERPASS/PEDESTRIAN

19.59

AB-1

STA. 0+43.34

16.61' RT

4.00

1.50

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18.86

P R

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18.10

AB-2

STA. 1+38.05

3 11.52' RT

5 0.50

3.25

W E

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A N

1:3

12.00'

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18.21

STA. 2+23.75

3 6.09' RT

AB-3

2 1.00

2.50

W E

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1:3 1:

12.00'

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DATE DESCRIPTION

EmbankmentRegular Exc.Subsoil Exc.

A V A V A V

1051 WINDERLEY PLACE, SUITE 400

MAITLAND, FL 32751

MICHAEL O'BRIEN, P.E.

P.E. LICENSE NUMBER 89441

GREENMAN-PEDERSEN, INC. FINANCIAL PROJ. ID

441484-1-58-01

00 2020 4040 6060 8080100

18 18

20 20

22 22

24 24

26 26

28 28

0+50.00

18 18

20 20

22 22

24 24

26 26

1+00.00

16 16

18 18

20 20

22 22

24 24

26 26

1+50.00

16 16

18 18

20 20

22 22

24 24

26 26

2+00.00

1" = 10' Vertical

1" = 20' Horizontal

£ CONST. BOS_WEST

CROSS SECTIONS (1)

STA. 1+25.00

EXCAVATION

BEGIN SUBSOIL

STA. 1+75.00

EXCAVATION

END SUBSOIL

100 120

STA. 0+00.00

BEGIN EARTHWORK

18.25

W E

T L

A N

1:3 1:

12.00'

P R

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18.03

AB-4

STA. 3+11.78

3 6.44' RT

0.50

2.00

F E

N C

W E

T L

A N

1:3 1:

12.00'

C O

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P R

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E X I S

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17.95

F E

N C

W E

T L

A N

12.00'

1:3 1:

C O

N S

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P R

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17.71

4.31' RT3

STA. 3+99.21

AB-5

2.50

0.50

W E

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DATE DESCRIPTION

1051 WINDERLEY PLACE, SUITE 400

MAITLAND, FL 32751

MICHAEL O'BRIEN, P.E.

P.E. LICENSE NUMBER 89441

GREENMAN-PEDERSEN, INC. FINANCIAL PROJ. ID

441484-1-58-01

00 2020 4040 6060 8080100

16 16

18 18

20 20

22 22

24 24

26 26

2+50.00

16 16

18 18

20 20

22 22

24 24

26 26

3+00.00

14 14

16 16

18 18

20 20

22 22

24 24

26 26

28 28

3+50.00

14 14

16 16

18 18

20 20

22 22

24 24

26 26

28 28

30 30

4+00.00

1" = 10' Vertical

1" = 20' Horizontal

CROSS SECTIONS (2)

100 120

17.43

W E

T L

A N

C O

N S

L I

M I T

C O

N S

L I

M I T

E X I S

E A

S E

M E

N T

E X I S

E A

S E

M E

N T

15.55

5.06' RT

STA. 4+83.35

TH-1

3.50

1.00

C O

N S

L I

M I T

C O

N S

L I

M I T

E X I S

E A

S E

M E

N T

E X I S

E A

S E

M E

N T

25.96

C O

N S

L I

M I T

C O

N S

L I

M I T

E X I S

E A

S E

M E

N T

E X I S

E A

S E

M E

CIP #

SEMINOLE

COUNTY

F I

C I

C O

E E

E C

T R

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G I

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DATE DESCRIPTION

1051 WINDERLEY PLACE, SUITE 400

MAITLAND, FL 32751

MICHAEL O'BRIEN, P.E.

P.E. LICENSE NUMBER 89441

GREENMAN-PEDERSEN, INC. FINANCIAL PROJ. ID

441484-1-58-01

00 2020 4040 6060 8080100

14 14

16 16

18 18

20 20

22 22

24 24

26 26

28 28

30 30

32 32

4+50.00

12 12

14 14

16 16

18 18

20 20

22 22

24 24

26 26

28 28

30 30

32 32

34 34

36 36

5+00.00

22 22

24 24

26 26

28 28

30 30

32 32

34 34

36 36

5+49.42

1" = 10' Vertical

1" = 20' Horizontal

CROSS SECTIONS (3)

STA. 5+49.07

END EARTHWORK

100 120

26.26

C O

N S

L I

M I T

C O

N S

L I

M I T

TH-2

STA. 200+74.98

3.01' LT

1.00

2.75

16.97

W E

T L

A N

C O

N S

L I

M I T

S P

R O

E A

S E

M E

N T

C O

N S

L I

M I T

E X I S

E A

S E

M E

N T

16.64

W E

T L

A N

C O

N S

L I

M I T

C O

N S

L I

M I T

P R

O P

E A

S E

M E

N T

E X I S

E A

S E

M E

CIP #

SEMINOLE

COUNTY

F I

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C O

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E C

T R

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G I

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A L

L E

15/600 00205750

P:\2050616_03_US1792_Ped_Bridge\US1792_Cadd\Roadway\RDXSRD01.dgnmobrien 6/30/2023 10:36:38 AM Rdxsrd_shg

DATE DESCRIPTION

1051 WINDERLEY PLACE, SUITE 400

MAITLAND, FL 32751

MICHAEL O'BRIEN, P.E.

P.E. LICENSE NUMBER 89441

GREENMAN-PEDERSEN, INC. FINANCIAL PROJ. ID

441484-1-58-01

00 2020 4040 6060 8080100

14 14

16 16

18 18

20 20

22 22

24 24

26 26

28 28

30 30

32 32

34 34

36 36

200+00.00

12 12

14 14

16 16

18 18

20 20

22 22

24 24

26 26

28 28

30 30

32 32

34 34

200+50.00

12 12

14 14

16 16

18 18

20 20

22 22

24 24

26 26

28 28

30 30

32 32

201+00.00

1" = 10' Vertical

1" = 20' Horizontal

£ CONST. BOS_EAST

CROSS SECTIONS (4)

STA. 200+00.00

BEGIN EARTHWORK

100 120

T L

A N

16.30

W E

T L

A N

C O

N S

L I

M I T

C O

N S

L I

M I T

P R

O P

E A

S E

M E

N T

E X I S

E A

S E

M E

N T

W E

T L

A N

AB-6

STA. 201+89.78

9.17' LT

0.50

2.50

15.90

F E

N C

W E

T L

A N

1:3

22.32'

C O

N S

L I

M I T

C O

N S

L I

M I T

P R

O P

E A

S E

M E

N T

1:35E X I S

E A

S E

M E

N T

W E

T L

A N

16.21

F E

N C

W E

T L

A N

C O

N S

L I

M I T

25.74'

41:3 C

O N

S T

L I

M I T

P R

O P

E A

S E

M E

N T

C O

N S

L I

M I T

S C

O N

S T

L I

M I T

E X I S

E A

S E

M E

CIP #

SEMINOLE

COUNTY

F I

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C O

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E C

T R

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G I

T A

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15/600 00205750

P:\2050616_03_US1792_Ped_Bridge\US1792_Cadd\Roadway\RDXSRD01.dgnmobrien 6/30/2023 10:36:39 AM Rdxsrd_shg

DATE DESCRIPTION

1051 WINDERLEY PLACE, SUITE 400

MAITLAND, FL 32751

MICHAEL O'BRIEN, P.E.

P.E. LICENSE NUMBER 89441

GREENMAN-PEDERSEN, INC. FINANCIAL PROJ. ID

441484-1-58-01

00 2020 4040 6060 8080100

10 10

12 12

14 14

16 16

18 18

20 20

22 22

24 24

26 26

28 28

30 30

201+50.00

6 6

8 8

10 10

12 12

14 14

16 16

18 18

20 20

22 22

24 24

26 26

202+00.00

12 12

14 14

16 16

18 18

20 20

22 22

24 24

202+50.00

1" = 10' Vertical

1" = 20' Horizontal

CROSS SECTIONS (5)

AB-7

STA. 202+92.09

3 1.79' RT

1.00

2.50 16.63

F E

N C

W E

T L

A N

W E

T L

A N

18.00' 1:

1:4

C O

N S

L I

M I T

C O

N S

L I

M I T

P R

O P

E A

S E

M E

N T

E X I S

E A

S E

M E

N T

16.98

W E

T L

A N

T L

A N

18.00'

1:4

C O

N S

L I

M I T

P R

O P

E A

S E

M E

N T

C O

N S

L I

M I T

E X I S

E A

S E

M E

N T

16.92

AB-8

STA. 203+99.38

1.00

2.75

2.93' RT

W E

T L

A N

T L

A N

18.00'

1:4

C O

N S

L I

M I T

P R

O P

E A

S E

M E

N T

C O

N S

L I

M I T

E X I S

E A

S E

M E

N T

16.66

W E

T L

A N

W E

T L

A N

18.00'

1:4 C O

N S

L I

M I T

P R

O P

E A

S E

M E

N T

C O

N S

L I

M I T

E X I S

E A

S E

M E

CIP #

SEMINOLE

COUNTY

F I

C I

C O

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E C

T R

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G I

T A

G N

A L

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15/600 00205750

P:\2050616_03_US1792_Ped_Bridge\US1792_Cadd\Roadway\RDXSRD01.dgnmobrien 6/30/2023 10:36:39 AM Rdxsrd_shg

DATE DESCRIPTION

1051 WINDERLEY PLACE, SUITE 400

MAITLAND, FL 32751

MICHAEL O'BRIEN, P.E.

P.E. LICENSE NUMBER 89441

GREENMAN-PEDERSEN, INC. FINANCIAL PROJ. ID

441484-1-58-01

00 2020 4040 6060 8080100

14 14

16 16

18 18

20 20

22 22

24 24

203+00.00

14 14

16 16

18 18

20 20

22 22

24 24

203+50.00

14 14

16 16

18 18

20 20

22 22

24 24

204+00.00

14 14

16 16

18 18

20 20

22 22

24 24

204+50.00

1" = 10' Vertical

1" = 20' Horizontal

CROSS SECTIONS (6)

15.65

AB-9

STA. 205+02.94

7.61' LT

0.50

2.75

W E

T L

A N

W E

T L

A N

C O

N S

L I

M I T

P R

O P

E A

S E

M E

N T

C O

N S

L I

M I T

E X I S

E A

S E

M E

N T

15.88

STA. 205+94.46

7.91' LT4

AB-10

2.00

0.00

W E

T L

A N

C O

N S

L I

M I T

C O

N S

L I

M I T

P R

O P

E A

S E

M E

N T

E X I S

E A

S E

M E

CIP #

SEMINOLE

COUNTY

F I

C I

C O

E E

E C

T R

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G I

T A

G N

A L

L E

15/600 00205750

P:\2050616_03_US1792_Ped_Bridge\US1792_Cadd\Roadway\RDXSRD01.dgnmobrien 6/30/2023 10:36:39 AM Rdxsrd_shg

DATE DESCRIPTION

1051 WINDERLEY PLACE, SUITE 400

MAITLAND, FL 32751

MICHAEL O'BRIEN, P.E.

P.E. LICENSE NUMBER 89441

GREENMAN-PEDERSEN, INC. FINANCIAL PROJ. ID

441484-1-58-01

00 2020 4040 6060 8080100

12 12

14 14

16 16

18 18

20 20

22 22

24 24

205+00.00

12 12

14 14

16 16

18 18

20 20

22 22

24 24

205+50.00

1" = 10' Vertical

CROSS SECTIONS (7)

100 120

STA. 205+94.46

END EARTHWORK 0

STORMWATER POLLUTION

PREVENTION PLAN (1)

F I

C I

C O

E E

E C

T R

O N

G I

T A

G N

A L

L E

SPECIFICATION SECTION 104, AND REPORTS OF INSPECTIONS MADE DURING CONSTRUCTION.

NARRATIVE, THE CONTRACTOR'S APPROVED EROSION CONTROL PLAN REQUIRED BY

SEVERAL ITEMS: THIS NARRATIVE DESCRIPTION, THE DOCUMENTS REFERENCED IN THIS

OTHER SHEETS. THE COMPLETE STORM WATER POLLUTION PREVENTION PLAN INCLUDES

FIRST SHEET OF THE CONSTRUCTION PLANS (KEY SHEET) CONTAINS AN INDEX TO THE

THE DESIGN STANDARDS, AND OTHER SHEETS OF THESE CONSTRUCTION PLANS. THE

REFERENCES TO THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION,

THE FOLLOWING NARRATIVE OF THE STORM WATER POLLUTION PREVENTION PLAN CONTAINS

WATER AND TO UPDATE THE SWPPP TO REFLECT THESE CHANGES.

PREVENT THE POSSIBILITY OF SILTING ANY ADJACENT LOWLAND PARCEL OR RECEIVING

* THE CONTRACTOR IS REQUIRED TO PROVIDE ANY ADDITIONAL CONTROLS NECESSARY TO

THE CONTRACT DOCUMENTS, OR AS REQUIRED BY THE ENGINEER.

TURBIDITY BARRIERS AND ANY OTHER MISCELLANEOUS ITEMS AS INDICATED WITHIN

NECESSARY EROSION CONTROL, INCLUDING BUT NOT LIMITED TO SEDIMENT BARRIER,

* THE CONTRACTOR SHALL FURNISH, INSTALL, MAINTAIN AND SUBSEQUENTLY REMOVE, ALL

PERMANENT MEASURES ARE IN PLACE AND ESTABLISHED.

SHALL BE INSTALLED. ALL TEMPORARY PROTECTION SHALL BE MAINTAINED UNTIL

IMMEDIATELY AFTER GRADING OPERATION, TEMPORARY EROSION CONTROL MEASURES

GRADING. WHEN IT IS NOT POSSIBLE TO PERMANENTLY PROTECT A DISTURBED AREA

OR ANY DISTURBED LAND AREAS SHALL BE COMPLETED IMMEDIATELY AFTER FINAL

* PERMANENT SOIL EROSION CONTROL MEASURES FOR ALL SLOPES, CHANNELS, DITCHES

SITE HAS TEMPORARILY OR PERMANENTLY CEASED.

CASE MORE THAN 7 DAYS AFTER CONSTRUCTION ACTIVITY IN THAT PORTION OF THE

CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO

ON DISTURBED AREAS AS SOON AS PRACTICABLE IN PORTIONS…

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

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