N

DESCRIPTION

INDEX OF SHEETS

SHEET

UTILITIES ENCOUNTERED

CONSTRUCTION PLANS FOR

ORANGE COUNTY, FLORIDA

SHEET

DATE BYREVISIONS

LOCATION MAP

1 COVER SHEET

CHRISTMAS

SEMINOLE COUNTY

OSCEOLA COUNTY

ORLANDO

INTERNATIONAL

AIRPORT

L A

K E

C O

U N

T Y

WINTER

GARDEN

ORLANDO

LAKE COUNTY

B R

E V

A R

D C

O U

N T

Y

PROJECT

LOCATION

OSCEOLA COUNTY

LAKE APOPKA

PROJECT LENGTH:

TOTAL LENGTH:

GALLOWAY DR.

1-4

I-4

FLORIDA

TPK

E-W

E

W

SOURCE OF BENCHMARK DATUM

FEETPROJECT SITE

DESIGNED BY: RBG

DRAWN BY: BJG

CHECKED BY: DMM

APPROVED BY: RBG

PROJECT NO: 2024-009.10

COUNTY CONTROL MARK "L1546010" HAVING AN ELEVATION OF 75.698.

CONTROL MARK "L1546039" HAVING AN ELEVATION OF 75.045 AND ORANGE

VERTICAL INFORMATION SHOWN HERON REFERS TO ORANGE COUNTY

ELECTRIC: ORLANDO UTILITIES COMMISSION

PHONE: AT&T DISTRIBUTATION

WATER: ORLANDO UTILITIES COMMISSION

CATV: AT&T

GAS: TECO PEOPLES GAS

407-434-4143

800-247-2020

407-417-7640

800-247-2020

813-275-3783

18 22S 30ESEC. TWP. RGE.

DISTRICT NO: 5

2 GENERAL & PAY ITEM NOTES (SHEET 1 OF 4)

COMMISSIONERS

PUBLIC WORKS DIRECTOR

DISTRICT 1

DISTRICT 2

DISTRICT 3

DISTRICT 4

DISTRICT 5

DISTRICT 6

MAYRA URIBE

BOARD OF COUNTY

JERRY L. DEMINGS, COUNTY MAYOR

NICOLE H. WILSON

CHRISTINE MOORE

MARIBEL GOMEZ CORDERO

KELLY MARTINEZ SEMRAD

MICHAEL SCOTT

LAKESIDE DRIVE OVER LAKE ROWENA/

LAKE SUE PIPE CULVERT REPAIR

JOE KUNKEL, P.E.

Lake Sue

Lake Rowena

L a k e s id e D r

M id d le s e x R dI

E

I

W

E Princeton St

U S

Chichester St

M id dl es ex R d

La ke

Sh ore Dr

E Rollins St

Nebraska StA sh e r

L n

S R

A ld e n R d

Lake Formosa

Lake Winyah

Lake Estelle

F o rm o s a A v e

Nottingham St

Corrine Dr

N F o re s t A v e

P a lm L n

Lakeside Dr

Sue Ave

D a d e A v e

E King St

Winter Park St E

Groveland St

S R

I

W

I

E

N E

I v a n h o e B lv d

A ld e n

R d

N e w Y o rk A v e

D a u p h in L n

H a v e n D r

Minnesota St

Dolive Dr

G a y D r

R e p p a rd R d

Ayrshire St

Dorchester St

SITE ACCESS PLAN6

S-1 STRUCTURAL REPAIR DETAIL

7 PLAN & PROFILE

V-1 SURVEY

SEWER: CITY OF ORLANDO WATER RECLAMATION 407-246-3525

GENERAL & PAY ITEM NOTES (SHEET 2 OF 4)

GENERAL & PAY ITEM NOTES (SHEET 3 OF 4)

GENERAL & PAY ITEM NOTES (SHEET 4 OF 4)

PREPARED BY:

SINGHOFEN HALFF

DBRP NO. 33380

PH: (407) 679-3001

ORLANDO, FLORIDA 32817

3504 LAKE LYNDA DRIVE, SUITE 400

CERTIFICATION TO PLANS

ENGINEER:DATE:

NOTE

STANDARDS AND SPECIFICATIONS

ROBERT B. GAYLORD, P.E. 51373

CONTRACT DOCUMENTS.

SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, DATED FY 2023-24 AS AMENDED BY

FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD PLANS DATED FY 2023-24. STANDARD

PREPARATION.

ADDRESSING AND MEETING NEEDS AND CONDITIONS THAT MAY HAVE CHANGED SINCE PLANS

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

REPRESENTATIVE WILL ADDRESS CHANGES AND NEEDS WITH THE PROPERTY OWNER OR THEIR

OWNERSHIP OF PROPERTIES MAY HAVE CHANGED SINCE PROJECT DESIGN. THE COUNTY'S

CONDITIONS AS THEY EXISTED AT THE TIME OF PLANS PREPARATION. NEEDS, CONDITIONS AND

PLANS WERE PREPARED ACCORDING TO AVAILABLE INFORMATION TO ADEQUATELY ADDRESS

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

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

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

IN SUBSTANTIAL CONFORMANCE WITH THE STANDARDS CONTAINED IN THE EDITION OF THE

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

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

SHEET V-1 IS NOT INCLUDED AS PART OF THIS SIGNATURE.

ELECTRONIC COPIES.

SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY

THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND

THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED ON

(SHEET 1 OF 4)

GENERAL & PAY ITEM NOTES

REFER TO SHEET 5

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

FLORIDA

GOVERNMENT

ORANGE COUNTY

SHEET NO.

REF. DWG. NO.SHEET TITLE:

PROJECT NAME:

ORLANDO, FL. 32817

3504 LAKE LYNDA DRIVE, SUITE 400

SINGHOFEN HALFF

P.E. LICENSE NUMBER 51373

ROBERT GAYLORD, P.E.

PIPE CULVERT REPAIR

LAKESIDE DRIVE OVER LAKE ROWENA/LAKE SUE

(SHEET 2 OF 4)

GENERAL & PAY ITEM NOTES

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

FLORIDA

GOVERNMENT

ORANGE COUNTY

SHEET NO.

REF. DWG. NO.SHEET TITLE:

PROJECT NAME:

ORLANDO, FL. 32817

3504 LAKE LYNDA DRIVE, SUITE 400

SINGHOFEN HALFF

P.E. LICENSE NUMBER 51373

ROBERT GAYLORD, P.E.

(SHEET 3 OF 4)

GENERAL & PAY ITEM NOTES

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

FLORIDA

GOVERNMENT

ORANGE COUNTY

SHEET NO.

REF. DWG. NO.SHEET TITLE:

PROJECT NAME:

ORLANDO, FL. 32817

3504 LAKE LYNDA DRIVE, SUITE 400

SINGHOFEN HALFF

P.E. LICENSE NUMBER 51373

ROBERT GAYLORD, P.E.

(SHEET 4 OF 4)

GENERAL & PAY ITEM NOTES

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

FLORIDA

GOVERNMENT

ORANGE COUNTY

SHEET NO.

REF. DWG. NO.SHEET TITLE:

PROJECT NAME:

ORLANDO, FL. 32817

3504 LAKE LYNDA DRIVE, SUITE 400

SINGHOFEN HALFF

P.E. LICENSE NUMBER 51373

ROBERT GAYLORD, P.E.

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

FLORIDA

GOVERNMENT

ORANGE COUNTY

SHEET NO.

REF. DWG. NO.SHEET TITLE:

PROJECT NAME:

ORLANDO, FL. 32817

3504 LAKE LYNDA DRIVE, SUITE 400

SINGHOFEN HALFF

P.E. LICENSE NUMBER 51373

ROBERT GAYLORD, P.E.

PIPE CULVERT REPAIR

LAKESIDE DRIVE OVER LAKE ROWENA/LAKE SUE

LAKESIDE DR

L A

K E S

H O

R E D

R

LAKESIDE DR

SUE AVE

ROWENA AVE

B U

M B

Y S

T

LEU RD

W O

O D

L A

W N D

R

100YR-24HR = 73.7

25YR-24HR = 72.8

10YR-24HR = 72.3

2YR-24HR = 71.5

NWL = 70.8

LAKE SUE

100YR-24HR = 75.0

25YR-24HR = 74.3

10YR-24HR = 73.5

2YR-24HR = 72.1

NWL = 70.8

LAKE ROWENA

(PERMISSION AND PERMITTING REQUIRED)

CITY OF ORLANDO, PARCEL 13-22-29-5132-00-003

SITE ACCESS 2

N

(PERMISSION AND PERMITTING REQUIRED)

BEEMAN PARK, ORANGE COUNTY

SITE ACCESS 1

SITE ACCESS PLAN

L A

K E S

H O

R E D

R

L A

K E S

H O

R E D

R

N O

R F

O L

K R

D

LLEWELYN AVE

M

ID

D L E S

E X R

D

LAKE SHORE DR

M E

R R

IT

T

P A

R K

D R

COORDINATION AND PERMITTING FROM THE CITY OF ORLANDO.

PARKS & RECREATION DEPARTMENT. SITE ACCESS 2 WILL REQUIRE

WATER. SITE ACCESS 1 WILL REQUIRE COORDINATION WITH ORANGE COUNTY

DETAILED INFORMATION ON SITE LAYDOWN YARD(S) AND ACCESS TO THE

CONTRACTOR’S EROSION AND SEDIMENT CONTROL PLAN SHALL INCLUDE

NOTE:

(NWL 70.8)

LAKE ESTELLE

REQUIRED DOCUMENTATION PRIOR TO USE.)

CONTRACTOR IS REQUIRED TO NOTIFY THE COUNTY AND PROVIDE

CONTRACTOR PROPOSES ANOTHER POINT OF ENTRY THEN THE

COORDINATE ACCORDINGLY WITH THE PARKS DEPARTMENT. IF THE

NECESSARY PERMITS AND RIGHTS OF ACCESS AND MUST

THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL

ENTRY FROM LAKESIDE DRIVE IS STRICTLY PROHIBITED.

(ACCESS IS EXCLUSIVELY PERMITTED VIA WATERWAYS (BARGE).

PROJECT SITE

.5

.3

.4

.6

.1

.8

.9

.3

.7

.2

.4

.2

.0

.4

.7

.1

.7 7

.9

.5

.7

.3

.0

.6

.0

.2

.0

74.07

74.17 .9

.9

.9

.2

.1

.3

.3 573.24

.3

.1

.9

74.99

.8

.0

.8

.1

72.38

.7

.3

.9

.4

72.57

70.49

.9

.3

70.09

.5

74.96

.8

70.33

69.47

.2

74.11

.4

73.51

.4

.3

.3 3 74.09

.5

.6

77.91

.9

.6

.5

.0

75.94

75.73

75.76

75.83

75.88

.6

.4

76.00

76.05

76.18

76.28

.3

.3

74.67 .6

74.24

.1

.2

.4

.9

.4

.9

.5

.6

.5

.4

.2

73.15

73.73

73.68

.6

73.68

73.68

.6

73.68 73.69

73.71

74.1

.4

.9

.7

74.43

74.40

.1

.7

.2

.2

73.22

73.20

73.08

73.23

73.33

.2

73.15

.9

73.20

73.33

73.21

73.20

.2

.2

.9

.3

.4

74.53

74.43

78.57

.5

78.60

.6

.5

.3

.5

.4

.1

.7

74.70

74.71

.2

.0

.8

.3

.8

.8

.9

.1 0 7

.3

.5

.9

.4

.5

.8

.0

.4

.4

.9

.9

.57

.5

.9

.9

.7

.5

.0

.8

.7

.1

.6

.5

.1

.5

.86

.3

.0

.1

.9

.0

.0

.2

.8

W

W A T E R

W A T E R

S A

N

.1

.3

.0

.2

.7

.5

.0

.6

.9

.7

.9

.3

.0

.7

.5

.7

.2

.9

.7

.5

.0

.9

.7

.9

.5

.7

INVERT= 67.96'

OBVERT= 78.25'

120" CMP

H E

D G

E

H E

D G

E

H E

D G

E

H E

D G

E

G R

A S

S

G R

A S

S

G R

A S

S

I N

V E

R T

(1

R C

P

W I T

H

L I N

E R

.2

I N

V E

R T

(1

V C

P

.8

I R

O N

F

E N

C E

V I N

Y L

F

E N

C E

R I P

R

A P

R I P

R

A P

1' WIDE MASONRY WALL

1' WIDE MASONRY WALL

R I P

R

A P

R I P

R

A P

C A

N A

L

C A

N A

L

C A

N A

L

C A

N A

L

W

W

W

T O

F

A T

E R

.8

E L E

V A T I O

N

.2

S E

A S

O N

L

H

G

T

E R

M

R K

W I D

S O

N

Y

L

L RIP RAP

T

T

E R

.9

E L E

V A T I O

N

.2

S E

A S

O N

L

G

T

R K

W

W I D

S O

N

Y

L L

E D

G E

O F

P

A V

E M

E N

T

PG 78

DB 923,

W ROSE

WALTER

PG 78

DB 923,

W ROSE

WALTER

PG 78

DB 923,

W ROSE

WALTER

A S

P H

A L T

P A

V E

M E

N T

E D

G E

O F

P A

V E

M E

N T

A S

P H

A L T

P A

V E

M E

N T

A P

P A

R E

N T

R I G

H T

Y

L I N

E

F A I L E

D

P I P

E

R

O O F

A

R

INVERT= 67.78'

OBVERT= 78.00'

120" CMP

E D

G E

O F

P

A V

E M

E N

T

H E

D G

E

H E

D G

E

H E

D G

E

H E

D G

E

I N

V E

R T

(1

R C

T

H

L I N

E R

.8

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

FLORIDA

GOVERNMENT

ORANGE COUNTY

SHEET NO.

REF. DWG. NO.SHEET TITLE:

PROJECT NAME:

ORLANDO, FL. 32817

3504 LAKE LYNDA DRIVE, SUITE 400

SINGHOFEN HALFF

P.E. LICENSE NUMBER 51373

ROBERT GAYLORD, P.E.

PIPE CULVERT REPAIR

LAKESIDE DRIVE OVER LAKE ROWENA/LAKE SUE

Orlando, FL 32803-1512 1908 Lakeside Dr

LORENZ WHALEY & TRENA

13-22-29-7674-00-220

Orlando, FL 32803-1511 1907 Lakeside Dr

DEAN MARY ANN LIFE ESTATE

13-22-29-7676-00-010

Orlando, FL 32803-1511 1911 Lakeside Dr

THORNTON & STACY

18-22-30-5596-00-011

L A

K E S

ID

E D

R

IV

E

PROPERTY LINE

PROPERTY LINE

R /W

R /W

R /W

(REFER TO SHEET S-1 FOR NOTES)

71'~EXISTING PIPE TO BE CLEANED & LINED

FROM THE WATERBODY AND DISPOSED OF OUTSIDE ALL SURFACE WATERS AND WETLANDS.

ALL SEDIMENT, DEBRIS, AND OTHER MATERIALS FROM THE PIPE CLEANING WILL BE REMOVED 2.

NO EARTHEN OR SHEET PILE COFFERDAMS PERMITTED. 1.

NOTES:

PROTECT EXISTING WALL

PROTECT EXISTING WALL

P R

O T E

C T E

X

IS

T

IN

G P

IP

E

PLACE 35'~DOUBLE FLOATING TURBIDITY BARRIER

PLACE 38'~DOUBLE FLOATING TURBIDITY BARRIER

TEMP. COFFERDAM (TOP EL. 72.5)

(REFER TO SHEET S-1 FOR NOTES)

71'~EXISTING PIPE TO BE CLEANED & LINED

EXISTING GRADE

SWHE 71.25 SWHE 71.27

N

LAKE SUE

LAKE ROWENA

PLAN & PROFILE

& LIMITS OF RIPRAP (FDOT DITCH LINING)

AC)0.02TEMPORARY WETLAND IMPACT (

AC)0.03TEMPORARY WETLAND IMPACT (

NWL 70.8

TEMP. COFFERDAM (TOP EL. 72.5)

NWL 70.8

PROTECT EXISTING WALL

PROTECT EXISTING WM

PROTECT EXISTING STORM PIPE

PROTECT EXISTING PIPE

REFER TO NOTE 18 ON SHEET S-1

EXISTING CMP. DO NOT COAT WM.

EXISTING 18" WM PROTUDES INTO

COMPENSATION FOR REMOVAL AND REPLACEMENT.)

DEBRIS MATERIALS FROM THE WORK AREA. NO ADDITIONAL

AS DIRECTED BY THE ENGINEER. PRIOR TO THE REMOVAL, CLEAN ALL

LAKE STAGES SURPASSING THE TOP ELEVATION OF THE COFFERDAM, OR

(REMOVE COFFERDAM BEFORE RAINFALL EVENTS THAT WILL RESULT IN

TOP ELEV. 72.50 (MAX.)

CONST. 35'~TEMP. COFFERDAM

COMPENSATION FOR REMOVAL AND REPLACEMENT.)

DEBRIS MATERIALS FROM THE WORK AREA. NO ADDITIONAL

AS DIRECTED BY THE ENGINEER. PRIOR TO THE REMOVAL, CLEAN ALL

LAKE STAGES SURPASSING THE TOP ELEVATION OF THE COFFERDAM, OR

(REMOVE COFFERDAM BEFORE RAINFALL EVENTS THAT WILL RESULT IN

TOP ELEV. 72.50 (MAX.)

CONST. 35'~TEMP. COFFERDAM

(ACCESS TO SITE IS VIA WATERWAYS BY BARGE)

NO CONTRACTOR ACTIVITY AND/OR PERSONNEL ALLOWED ON LAKESIDE DRIVE

(ACCESS TO SITE IS VIA WATERWAYS BY BARGE)

NO CONTRACTOR ACTIVITY AND/OR PERSONNEL ALLOWED ON LAKESIDE DRIVE

(REFER TO NOTE 17 ON SHEET S-1)

EXTEND PIPES AS NEEDED PRIOR TO COATING CMP

PROTECT EXISTING 3" FM

BEFORE BEGINNING CONSTRUCTION AND NOTIFY THECOUNTY’S REPRESENTATIVES OF ANY DISCREPANCIES.

MAY NOT REPRESENT AS-BUILT FIELD CONDITIONS. IT IS THE CONTRACTOR’ RESPONSIBILITY TO VERIFY THIS DATA DIMENSION VERIFICATION: THE DIMENSIONS SHOWN ARE BASED ON THE INFORMATION AS DETAILED IN THE SURVEY AND

NOTE:

PROTECT EXISTING WM

CONC. LINER (REFER TO STRUCTURAL DETAILS)

EXISTING CULVERT TO REMAIN

NEW INV. 67.95

EXISTING INV. 67.78

NEW INV. 68.13

EXISTING INV. 67.96

4.6+/- CY

REMOVE EXISTING SEDIMENT

8.0+/- CY

REMOVE EXISTING SEDIMENT

INCLUDES 12" OF BEDDING STONE

PLACE 74sy~RUBBLE RIPRAP (FDOT DITCH LINING)

120"

EXISTING PIPE INSIDE DIAMETER

116"

2" LINER THICKNESS

METAL PIPE (CMP)

EXISTING CORRUGATED

STRUCTURAL PIPE LINER SYSTEM

CENTRIFUGALLY CAST CONCRETE

EXISTING ROAD SURFACE

9" TO 12" EXISTING PIPE COVER (+/-)

STRUCTURAL REPAIR DETAIL

S-1

PIPE REPAIR DETAIL

SCALE: 1" = 2'

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

FLORIDA

GOVERNMENT

ORANGE COUNTY

SHEET NO.

REF. DWG. NO.SHEET TITLE:

PROJECT NAME:

ORLANDO, FL. 32817

3504 LAKE LYNDA DRIVE, SUITE 400

SINGHOFEN HALFF

P.E. LICENSE NUMBER 51373

ROBERT GAYLORD, P.E.