Utilities_-_Horizon_West_Trail_Phase_I_Plans.pdf

JANUARY 2026

HORIZON WEST TRAIL PHASE 1

UTILITY IMPROVEMENTS

BID SET

BOARD OF COUNTY COMMISSIONERS

JERRY L. DEMINGS

ORANGE COUNTY MAYOR

NICOLE H. WILSON

DISTRICT 1

CHRISTINE MOORE

DISTRICT 2

MAYRA URIBE

DISTRICT 3

MARIBEL GOMEZ CORDERO

DISTRICT 4

KELLY MARTINEZ SEMRAD

DISTRICT 5

MICHAEL SCOTT

DISTRICT 6

BYRON W. BROOKS, A.I.C.P.

COUNTY ADMINISTRATOR

ED TORRES, MS, P.E., LEED AP

DIRECTOR ORANGE COUNTY UTILITIES DEPARTMENT

OCU FILE NO.: 10211

CIP FUNDING CODE:

· 4420-038-1482-0083-6345

· 4420-038-1504-0094-6345

HAZEN AND SAWYER

2420 S LAKEMONT AVE, SUITE 325

ORLANDO, FLORIDA 32814

LICENSE No.: 2771

HAZEN PROJECT

NUMBER: 44020-004

APRIL 2026

KSaikkonen Snapshot

TI

N

Y R

D

SR

TILDEN RD

FOUNDATION

ACADEMY

SITE

LOCATION MAP, DRAWING INDEX, &

GENERAL NOTES

G-102

M. FORTIN

J. BARNAK

M. PECKHAM

SCALE: 1" = 400'

PROJECT AREA

SCALE: NTS

LOCATION MAP

ORANGE COUNTY, FLORIDA

HORIZON WEST TRAIL PHASE 1

UTILITY IMPROVEMENTS

ORANGE COUNTY UTILITIES

ORLANDO, FLORIDA

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44020-004

JANUARY 2026

IF THIS BAR DOES NOT

MEASURE 1" THEN DRAWING

IS NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT ENGINEER:

REV ISSUED FOR DATE BY

0 1/2"

CONTRACT NO.:

HAZEN NO.:

DATE:

DRAWING NUMBER:HAZEN AND SAWYER

2420 S LAKEMONT AVENUE, SUITE 325

ORLANDO, FLORIDA 32814

K. SAIKKONEN

01 PRELIMINARY ALIGNMENT 07/2025 KS

1"02 90% DESIGN 10/2025 KS

03 100% DESIGN 01/2026 KS

LICENSE No.: 2771

04 BID SET 01/2026 KS

DRAWING INDEX

DWG NO. DWG DESCRIPTION

G-101 COVER SHEET

G-102 LOCATION MAP, DRAWING INDEX, & GENERAL NOTES

G-103 PROJECT NOTES, LEGEND, & ABBREVIATIONS

C-101 WATER MAIN STA 1005+20 TO STA 1010+60

C-102 FORCE MAIN STA 1010+60 TO STA 1014+40

D-101 MAINTENANCE OF TRAFFIC DETAIL - SHEET 1

D-102 MAINTENANCE OF TRAFFIC DETAIL - SHEET 2

D-103 OPEN CUT DETAIL

X-100 ASSET TABLES

HORIZON WEST TRAIL PHASE 1

UTILITY IMPROVEMENTS

ORANGE COUNTY UTILITIES

ORLANDO, FLORIDA

PL

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44020-004

JANUARY 2026

IF THIS BAR DOES NOT

MEASURE 1" THEN DRAWING

IS NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT ENGINEER:

REV ISSUED FOR DATE BY

0 1/2"

CONTRACT NO.:

HAZEN NO.:

DATE:

DRAWING NUMBER:HAZEN AND SAWYER

2420 S LAKEMONT AVENUE, SUITE 325

ORLANDO, FLORIDA 32814

K. SAIKKONEN

01 PRELIMINARY ALIGNMENT 07/2025 KS

1"02 90% DESIGN 10/2025 KS

03 100% DESIGN 01/2026 KS

LICENSE No.: 2771

04 BID SET 01/2026 KS

EXISTING SPOT ELEVATION

BENCHMARK

LEGEND

EXISTING WATER VALVE

EXISTING TEST HOLE

EXISTING STORMWATER

STRUCTURE (BY OTHERS)

X

PROPERTY LINE

EASEMENT LINE (PERMANENT)

EXISTING FORCE MAIN

EXISTING WATER MAIN

PROPOSED WATER MAIN

BURIED TELEPHONE

EXISTING FENCE

EXISTING WALL

EXISTING STORMWATER

PROPOSED STORMWATER

(BY OTHERS)

EXISTING PAVEMENT

NEW PAVEMENT REPLACEMENT

EXISTING WATER MAIN

(TO BE REMOVED)

PROJECT NOTES, LEGEND, & ABBREVIATIONS

G-103

M. FORTIN

J. BARNAK

M. PECKHAM

NONPOTABLE WATER

INV INVERT

L LEFT

LF LINEAR FEET

MIN MINIMUM

ABBREVIATIONS

N NORTH

NW NORTHWEST

R RIGHT

RCP REINFORCED CONCRETE PIPE

RMJ RESTRAINED MECHANICAL JOINT

R/W RIGHT OF WAY

S SOUTH/STORMWATER

SEP SEPERATION

STA STATION

SW SOUTHWEST

W WEST

WM WATER MAIN

ARV AIR RELEASE

VALVE

CL CENTER LINE

DI DUCTILE IRON

E EAST

ELEV ELEVATION

EX EXISTING

RIGHT OF WAY LINER/W

PROPOSED STORMWATER

STRUCTURE (BY OTHERS)

PROJECT NOTES:

1. PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE ORANGE COUNTY

STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL. THE MANUAL IS LOCATED

AT: https://www.orangecountyfl.net/PlanningDevelopment/UtilitiesPlanningandConstruction.aspx

2. SUGGESTED SEQUENCE OF CONSTRUCTION. THE NEW WATER MAIN SHALL BE INSTALLED

PRIOR TO THE DEMOLITION OF THE EXISTING MAIN. A WET TAP, INCLUDING TAPPING

SLEEVE AND VALVE, SHALL BE INSTALLED ON THE EXISTING WATER MAIN, WITH THE

VALVE CLOSED. THE EXISTING WM SHALL REMAIN IN SERVICE UNTIL THE NEW MAIN IS

CONSTRUCTED, PRESSURE TESTED, AND CLEARED FOR SERVICE BY FDEP. UPON

CLEARANCE, LINE STOPS SHALL BE INSTALLED, CUT, CAP AND REMOVE EXISTING MAIN.

3. THE PIPELINE AND VALVES SHALL BE FULLY RESTRAINED ALONG ITS ENTIRE LENGTH

USING APPROVED RESTRAINT METHODS PER OCU STANDARDS. CONTRACTOR SHALL

ASSUME THE EXISTING MAIN IS NOT RESTRAINED. FOR TIE-INS, EXCAVATE EXISTING PIPE

JOINTS, FITTINGS, AND VALVES AND RESTRAIN IN ACCORDANCE WITH OCU STANDARDS

AND CONSTRUCTION SPECIFICATIONS MANUAL.

4. DIMENSIONS AND ELEVATIONS ARE BASED ON AS-BUILT INFORMATION AND

TOPOGRAPHIC SURVEY. LOCATION AND ELEVATION OF ALL EXISTING UTILITIES ARE TO

BE CONSIDERED APPROXIMATE AND SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR

TO THE START OF CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR

PROTECTING EXISTING UTILITIES AND COORDINATING WITH UTILITY OWNERS DURING

CONSTRUCTION.

5. SURVEY, BACKGROUND DRAWING, AND STATIONING ARE PER MULTI USE TRAIL

IMPROVEMENTS DRAWING SET BY WBQ DESIGN AND ENGINEERING INC.

6. WORK AREA AND CONTRACTOR STAGING AREA IS LIMITED TO RIGHT OF WAY AND

SINGLE LANE CLOSURE.

7. ALL ASPHALT/CONCRETE SHALL BE SAW CUT WITH STRAIGHT LINES PRIOR TO

EXCAVATION. PAVEMENT RESTORATION SHALL BE A MINIMUM OF 2" OF MILLING AND

REPAVED WITH 2" COMPACTED SP-12.5 ASPHALT. REFER TO THE STANDARD ROADWAY

OPEN CUT DETAIL ON SHEET D-101.

8. CONTRACTOR SHALL PROTECT AND/OR REMOVE, STORE, AND REINSTALL SIGNAGE,

FENCING, ETC. AS REQUIRED FOR THE WORK. ANY DAMAGED ITEMS, INCLUDING SOD

AND LANDSCAPING, AS A RESULT OF THE WORK SHALL BE REPLACED AT NO COST TO

THE OWNER.

9. MOT PLANS SHALL BE PROVIDED BY THE CONTRACTOR IN ACCORDANCE WITH FDOT

INDEX 102-603.

MULTI-USE TRAIL

EXISTING SEWER VALVE

AIR RELEASE VALVE

BRIDGE SPAN

X X X X

FGI:

LOWEST TOP OF GRATE=124.32

BOTTOM ELV: 117.72

SW 36" RCP INV ELV: 117.75

INLET COVERED IN SILT BARRIER FABRIC

DITCH BOTTOM INLET

GRATE FLOWLINE ELEV. = 124.32'

E INV. ELEV. = 116.85'

SW INV. ELEV. = 117.75'

EX-100

LOWEST TOP OF GRATE=124.46

BOTTOM ELV: 117.46

INLET COVERED IN SILT BARRIER FABRIC

DITCH BOTTOM INLET

GRATE FLOWLINE ELEV. = 124.46'

NW INV. ELEV. = 116.79'

W INV. ELEV. = 116.79'

1008 1009 1010

1005+20 1006+00 1007+00 1008+00 1009+00 1010+00 1010+60

48" RCP

12" DI CLASS 350 WM

" 4

5° B

EN

D

(W M

F-

R

M J

C L

1.

ST

A

+0

" 4

5° B

EN

D

(W M

F-

R

M J

C L

1.

ST

A

+1

" 4

5° B

EN

D

(W M

F-

R

M J

C L

2.

ST

A

+6

" 4

5° B

EN

D

(W M

F-

R

M J

C L

2.

ST

A

+5

12" DI CLASS 350 WM

" 4

5° B

EN

D

(W M

F-

R

M J

C L

1.

ST

A

+6

" 4

5° B

EN

D

(W M

F-

R

M J

C L

4.

ST

A

+7

" 4

5° B

EN

D

(W M

F-

R

M J

C L

4.

ST

A

+9

" 4

5° B

EN

D

(W M

F-

R

M J

C L

1.

ST

A

+0

2" A

IR

R

EL

EA

SE

V

AL

VE

(A R

V-

R

M J

C L

2.

ST

A

+3

WATER MAIN STA 1005+20 TO STA 1010+60

C-101

M. FORTIN

J. BARNAK

M. PECKHAM HORIZON WEST TRAIL PHASE 1

UTILITY IMPROVEMENTS

ORANGE COUNTY UTILITIES

ORLANDO, FLORIDA

PL

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44020-004

JANUARY 2026

IF THIS BAR DOES NOT

MEASURE 1" THEN DRAWING

IS NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT ENGINEER:

REV ISSUED FOR DATE BY

0 1/2"

CONTRACT NO.:

HAZEN NO.:

DATE:

DRAWING NUMBER:HAZEN AND SAWYER

2420 S LAKEMONT AVENUE, SUITE 325

ORLANDO, FLORIDA 32814

K. SAIKKONEN

01 PRELIMINARY ALIGNMENT 07/2025 KS

1"02 90% DESIGN 10/2025 KS

03 100% DESIGN 01/2026 KS

LICENSE No.: 2771

04 BID SET 01/2026 KS

TINY ROAD

373 LF 12" DI

CLASS 350 WM

(INSTALLED VIA

OPEN CUT)

MILLING AND

RESURFACING

ASPHALT PAVEMENT

FULL LANE WIDTH

STA 1006+56, 21'L

12"x12" TAPPING SLEEVE

& VALVE (TSV-01), RMJ

CONNECT TO EX WM

STA 1006+56, 26'L

12" DI 45° BEND (WMF-01), RMJ

R/W R/W

R/W R/W

STA 1010+12, 13'L

12"x12" TAPPING SLEEVE

& VALVE (TSV-02), RMJ

CONNECT TO EX WM

50'

S-101

TOP: 125.40

S INV: 122.30

N INV: 122.30

(BY OTHERS)

S-102

TOP: 124.88

S INV: 121.33

N INV: 121.33

(BY OTHERS)

S-100

TOP: 126.20

N INV: 123.72

(BY OTHERS)

" M

IN

S

EP

3' MIN COVER, TYP

EX GRADE

STA 1006+62, 31'L

12" DI 45° BEND (WMF-02), RMJ

EX 12" PVC WM

TO BE DEMOLISHED

CUT & CAP EX WM

12" LINE STOP, RMJ

CONNECT TO EX

12" PVC WM,

APPROX EL 122.50.

(CONTRACTOR TO

FIELD VERIFY DEPTH)

CONNECT TO EX

12" PVC WM,

APPROX EL 121.45.

(CONTRACTOR TO

FIELD VERIFY DEPTH)

STA 1008+65, 23'L

12" DI 45° BEND

(WMF-03), RMJ

STA 1008+73, 23'L

12" DI 45° BEND

(WMF-04), RMJ

STA 1009+03, 23'L

12" DI 45° BEND (WMF-06), RMJ

STA 1008+94, 23'L

12" DI 45° BEND (WMF-05), RMJ

12" LINE STOP, RMJ

CUT & CAP EX WM

5' M

IN

SEP

VERTICAL SCALE: 1"=4'

04 42

HORIZONTAL SCALE: 1" = 40'

40 20 40'

STA 1006+30, 22'L

2" ARV PER OCU STANDARDS &

SPECIFICATIONS MANUAL

FIGURE A115-1(ARV-01), RMJ

5' M

IN

SEP

5' M

IN

SEP

ST

A

+2

M

AT

C H

LI

N

E

- S

TA

0+

SE

E

SH

EE

T

C -1

STA 1010+12, 19'L

12" DI 45° BEND (WMF-08), RMJ

STA 1010+06, 25'L

12" DI 45° BEND (WMF-07), RMJ

27'

EX 12" PVC WM TO BE

RESTRAINED FOR 52'.

SEE NOTE 3 ON G-103

EX 12" PVC WM TO BE

RESTRAINED FOR 52'.

SEE NOTE 3 ON G-103

X X X

X

X X X

8' CHAIN LINK FENCE

GATE

8' CHAIN LINK FENCE

GATE

UTILITY VAULT

FGI:

LOWEST TOP OF GRATE=124.23

BOTTOM ELV:

INLET COVERED IN SILT BARRIER FABRIC

TELEPHONE VAULT

BRIDGE SPAN

BRIDGE SPAN

SR 429

X

923+00

924+00

925+00

1011 1012 1013 1014

FORCE MAIN STA 1010+60 TO STA 1014+40

C-102

M. FORTIN

J. BARNAK

M. PECKHAM HORIZON WEST TRAIL PHASE 1

UTILITY IMPROVEMENTS

ORANGE COUNTY UTILITIES

ORLANDO, FLORIDA

PL

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44020-004

JANUARY 2026

IF THIS BAR DOES NOT

MEASURE 1" THEN DRAWING

IS NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT ENGINEER:

REV ISSUED FOR DATE BY

0 1/2"

CONTRACT NO.:

HAZEN NO.:

DATE:

DRAWING NUMBER:HAZEN AND SAWYER

2420 S LAKEMONT AVENUE, SUITE 325

ORLANDO, FLORIDA 32814

K. SAIKKONEN

01 PRELIMINARY ALIGNMENT 07/2025 KS

1"02 90% DESIGN 10/2025 KS

03 100% DESIGN 01/2026 KS

LICENSE No.: 2771

04 BID SET 01/2026 KS

STA 1011+31, 7'L

REMOVE & REPLACE SEWER

VALVE BOX TO FINISHED GRADE

(SV-01)

0 40'20

SCALE: 1" = 40'

TINY ROAD

M

AT

C H

LI

N

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- S

TA

0+

SE

E

SH

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T

C -1

23'

MAINTENANCE OF TRAFFIC DETAIL - SHEET 1

D-101

M. FORTIN

J. BARNAK

M. PECKHAM HORIZON WEST TRAIL PHASE 1

UTILITY IMPROVEMENTS

ORANGE COUNTY UTILITIES

ORLANDO, FLORIDA

PL

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44020-004

JANUARY 2026

IF THIS BAR DOES NOT

MEASURE 1" THEN DRAWING

IS NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT ENGINEER:

REV ISSUED FOR DATE BY

0 1/2"

CONTRACT NO.:

HAZEN NO.:

DATE:

DRAWING NUMBER:HAZEN AND SAWYER

2420 S LAKEMONT AVENUE, SUITE 325

ORLANDO, FLORIDA 32814

K. SAIKKONEN

01 PRELIMINARY ALIGNMENT 07/2025 KS

1"02 90% DESIGN 10/2025 KS

03 100% DESIGN 01/2026 KS

LICENSE No.: 2771

04 BID SET 01/2026 KS

MAINTENANCE OF TRAFFIC DETAIL - SHEET 2

D-102

M. FORTIN

J. BARNAK

M. PECKHAM HORIZON WEST TRAIL PHASE 1

UTILITY IMPROVEMENTS

ORANGE COUNTY UTILITIES

ORLANDO, FLORIDA

PL

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.d w g

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: 1 /2

2/

:0

PM

44020-004

JANUARY 2026

IF THIS BAR DOES NOT

MEASURE 1" THEN DRAWING

IS NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT ENGINEER:

REV ISSUED FOR DATE BY

0 1/2"

CONTRACT NO.:

HAZEN NO.:

DATE:

DRAWING NUMBER:HAZEN AND SAWYER

2420 S LAKEMONT AVENUE, SUITE 325

ORLANDO, FLORIDA 32814

K. SAIKKONEN

01 PRELIMINARY ALIGNMENT 07/2025 KS

1"02 90% DESIGN 10/2025 KS

03 100% DESIGN 01/2026 KS

OPEN CUT DETAIL

D-103

M. FORTIN

J. BARNAK

M. PECKHAM HORIZON WEST TRAIL PHASE 1

UTILITY IMPROVEMENTS

ORANGE COUNTY UTILITIES

ORLANDO, FLORIDA

PL

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\D et ai ls

\D -1

.d w g

Sa ve d by

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: 1 /2

2/

:5

PM

44020-004

JANUARY 2026

IF THIS BAR DOES NOT

MEASURE 1" THEN DRAWING

IS NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT ENGINEER:

REV ISSUED FOR DATE BY

0 1/2"

CONTRACT NO.:

HAZEN NO.:

DATE:

DRAWING NUMBER:HAZEN AND SAWYER

2420 S LAKEMONT AVENUE, SUITE 325

ORLANDO, FLORIDA 32814

K. SAIKKONEN

01 PRELIMINARY ALIGNMENT 07/2025 KS

1"02 90% DESIGN 10/2025 KS

03 100% DESIGN 01/2026 KS

ASSET TABLES

X-100

M. FORTIN

J. BARNAK

M. PECKHAM HORIZON WEST TRAIL PHASE 1

UTILITY IMPROVEMENTS

ORANGE COUNTY UTILITIES

ORLANDO, FLORIDA

PL

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Fi le : C

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S um m ar y of Q ua nt iti es

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44020-004

JANUARY 2026

IF THIS BAR DOES NOT

MEASURE 1" THEN DRAWING

IS NOT TO FULL SCALE

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT ENGINEER:

REV ISSUED FOR DATE BY

0 1/2"

CONTRACT NO.:

HAZEN NO.:

DATE:

DRAWING NUMBER:HAZEN AND SAWYER

2420 S LAKEMONT AVENUE, SUITE 325

ORLANDO, FLORIDA 32814

K. SAIKKONEN

01 PRELIMINARY ALIGNMENT 07/2025 KS

1"02 90% DESIGN 10/2025 KS

03 100% DESIGN 01/2026 KS