ITB_25-20_-_Drawings.pdf

CONSTRUCTION DRAWINGS

FOR THE

PREPARED FOR

OVIEDO BOULEVARD

RECLAIMED EXTENSION

ISSUED FOR BID

CHA Project No. 075112

CITY OF OVIEDO

PUBLIC WORKS

400 Alexandria Boulevard Oviedo, FL 32765

(407) 971-5692

CITY COUNCIL:

MAYOR: MEGAN SLADEK

DEPUTY MAYOR: NATALIE TEUCHERT

COUNCILMEMBER: KEITH BRITTON

COUNCILMEMBER: JEFF BODDIFORD

COUNCILMEMBER: ALAN OTT

BRYAN COBB

CITY MANAGER:

ASSISTANT CITY MANAGER:

PATRICK KELLY

PROJECT TEAM

DATE OF BIDDING: FEBRUARY 2, 2025

PUBLIC WORKS DIRECTOR:

BOBBY W. WYATT, P.E.

CHA CONSULTING, INC.

1016 SPRING VILLAS POINT

WINTER SPRINGS, FL 32708

TEL: (407) 679-5358

FAX: (407) 679-5003

CERTIFICATE OF AUTHORIZATION #28386

DRAWING INDEX

SHEET # DWG NO. DESCRIPTION

GENERAL

01 G01 COVER SHEET

02 G02 LOCATION MAP, GENERAL NOTES, AND DRAWING INDEX

03 G03 STANDARD LEGEND AND ABBREVIATIONS

CIVIL

04 C01 PLAN & PROFILE: STA 1+00 TO STA 7+00

05 C02 PLAN & PROFILE: STA 7+00 TO STA 13+00

06 C03 PLAN & PROFILE: STA 13+00 TO STA 17+50

07 C04 PLAN & PROFILE: OPEN CUT CROSSING AT AQUATIC CENTER

CIVIL DETAILS

08 D01 CITY OF OVIEDO DETAILS

09 D02 CITY OF OVIEDO DETAILS

10 D03 UTILITY DETAILS

11 D04 EROSION CONTROL DETAILS

12 D05 FDOT TRAFFIC CONTROL DETAILS

13 D06 FDOT TRAFFIC CONTROL DETAILS

C01

C02

C03

C04

TEST HOLES

Test Hole Utility Type

Utility Material

Utility Size (O.D. in)

Utility Manual

Depth (ft)

Apparent Utility Owner

Ground Elevation

Utility Elevation

1-1 BE PVC 6” 2.10' Duke 43.03' 40.93'

1-2 SL DBC 1” 1.00'

OUC

Lighting 43.17' 42.17'

1-3 SL DBC 1” 2.30'

OUC

Lighting 42.78' 40.48'

1-4 GM HDPE 4” 5.70' Teco 43.67' 37.97'

1-5 RCW PVC 16” 3.00' City of Oviedo 43.63' 40.63'

1-6 UNK PVC 2(6”) 3.65' Unk 44.19' 40.54'

1-7 BT DBC 1” 2.05' Unk 44.09' 42.04'

1-8 BE PVC 6” 3.55' Duke 42.04' 38.49'

1-9 PVC 2" N-S IRC

OUC

Lighting 44.00’ 41.94

1-10 BT PVC 1" 2.00' Unk 43.17' 41.17'

1-12 FM PVC 8” 5.90’ City of Oviedo 44.09’ 38.19’

OPEN CUT

(~87 LF)

DIRECTIONAL DRILL

(~350 LF)

OPEN CUT

(~28 LF)

DIRECTIONAL DRILL

(~66 LF, THIS SHEET)

11° EXIT

ANGLE

11° ENTRY

ANGLE

M

AT

CH

LI

NE

S

EE

D

RA

W

IN

G

C

SE

M

IN

O

LE

C

O U

N

TY

TR

AI

L

LEGEND QUANTITIES

MILL AND RESURFACE* = 87 SY

CURB REPLACEMENT = 46 LF

ROADWAY REPAIR = 26 SY

SIDEWALK REPAIR = 172 SY

* FULL PAVEMENT WIDTH (26' IN BOTH DIRECTIONS)

11° EXIT

ANGLE

SCALE: 1"=

40' NOTE: SCALEx2 FOR 11x17 SHEET

FOR 11x17 SHEET

NOTES:

1. CONTRACTOR TO FIELD VERIFY LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO

THE COMMENCEMENT OF CONSTRUCTION.

2. CONTRACTOR TO COORDINATE WITH CR419 WIDENING PROJECT CONSTRUCTION.

3. CONTRACTOR TO PROVIDE SILT FENCE ALONG THE ROW FOR THE ENTIRE

LENGTH OF THE PROJECT.

4. PROVIDE DOUBLE SILT FENCE WHERE SHOWN ON THE DRAWINGS.

5. CONTRACTOR TO PERFORM ALL RWM TESTING PRIOR TO TIE-IN.

6. REPLACE ALL SOD AND LANDSCAPE THAT IS DISTURBED DURING CONSTRUCTION.

C O

U N

TY

R

O

AD

DIRECTIONAL DRILL

(~518 LF, THIS SHEET)

OPEN CUT

(~29 LF)

DIRECTIONAL DRILL

(~61 LF, THIS SHEET)

M

ATC

H

LIN

E SEE D

R

AW

IN

G C

01 M

AT

C H

LI

N

E S

EE

D

R

AW

IN

G

C

LEGEND QUANTITIES

MILL AND RESURFACE* = 0 SY

CURB REPLACEMENT = 36 LF

ROADWAY REPAIR = 0 SY

SIDEWALK REPAIR = 33 SY

* FULL LANE (25' BOTH DIRECTIONS)

11° EXIT

ANGLE11° ENTRY

ANGLE

SCALE: 1"=

40' NOTE: SCALEx2 FOR 11x17 SHEET

FOR 11x17 SHEET

OVIEDO AQUATIC CENTERNOTES:

1. CONTRACTOR TO FIELD VERIFY LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO

THE COMMENCEMENT OF CONSTRUCTION.

2. CONTRACTOR TO COORDINATE WITH CR419 WIDENING PROJECT CONSTRUCTION.

3. CONTRACTOR TO PROVIDE SILT FENCE ALONG THE ROW FOR THE ENTIRE

LENGTH OF THE PROJECT.

4. PROVIDE DOUBLE SILT FENCE WHERE SHOWN ON THE DRAWINGS.

5. CONTRACTOR TO PERFORM ALL RWM TESTING PRIOR TO TIE-IN.

6. REPLACE ALL SOD AND LANDSCAPE THAT IS DISTURBED DURING CONSTRUCTION.

DIRECTIONAL DRILL

(~388 LF, THIS SHEET)

OPEN CUT

(~32 LF)

M

ATC

H

LIN

E SEE D

R

AW

IN

G C

LEGEND QUANTITIES

11° EXIT

ANGLE SHEET SPECIFIC NOTES:

1. CONTRACTOR TO COORDINATE WITH

LYNX PER SECTION 15500 TO ENSURE

BUS SERVICE IS NOT DISRUPTED BY

CONSTRUCTION ACTIVITIES.

SCALE: 1"=

40' NOTE: SCALEx2 FOR 11x17 SHEET

FOR 11x17 SHEET

MILL AND RESURFACE* = 41 SY

CURB REPLACEMENT = 40 LF

ROADWAY REPAIR = 3 SY

SIDEWALK REPAIR = 30 SY

* FULL LANE (25' BOTH DIRECTIONS)

NOTES:

1. CONTRACTOR TO FIELD VERIFY LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO

THE COMMENCEMENT OF CONSTRUCTION.

2. CONTRACTOR TO COORDINATE WITH CR419 WIDENING PROJECT CONSTRUCTION.

3. CONTRACTOR TO PROVIDE SILT FENCE ALONG THE ROW FOR THE ENTIRE

LENGTH OF THE PROJECT.

4. PROVIDE DOUBLE SILT FENCE WHERE SHOWN ON THE DRAWINGS.

OPEN CUT

(~150 LF)

LEGEND QUANTITIES

MILL AND RESURFACE* = 408 SY

CURB REPLACEMENT = 110 LF

ROADWAY REPAIR = 71 SY

SIDEWALK REPAIR = 20 SY

* FULL LANE (25' BOTH DIRECTIONS)

SCALE: 1"=

40' NOTE: SCALEx2 FOR 11x17 SHEET

FOR 11x17 SHEET

OVIEDO AQUATIC

CENTER

NOTES:

1. CONTRACTOR TO FIELD VERIFY LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO

THE COMMENCEMENT OF CONSTRUCTION.

2. CONTRACTOR TO COORDINATE WITH CR419 WIDENING PROJECT CONSTRUCTION.

3. CONTRACTOR TO PROVIDE SILT FENCE ALONG THE ROW FOR THE ENTIRE

LENGTH OF THE PROJECT.

4. PROVIDE DOUBLE SILT FENCE WHERE SHOWN ON THE DRAWINGS.

NOTES:

1. OFFSET DISTANCE TO BE FIELD DETERMINED AND AS CLOSE TO THE RIGHT OF WAY AS

POSSIBLE AND CLEAR OF PEDESTRIAN WALKWAYS. IF PIPE AT RIGHT OF WAY LINE, NO

OFFSET REQUIRED.

2. ABOVE DETAIL APPLIES TO A 2" ARV. FOR LARGER ARVS, PIPE DIAMETER SHALL BE

EQUAL TO THE SIZE OF THE ARV .

3. ALL PIPING, VALVES, AND APPURTENANCES TO BE 316 S.S. EXCEPT WHERE SPECIFIED

OTHERWISE.

4. THE ENCLOSURE VENTS MUST BE CAPABLE OF ALLOWING AT LEAST THE SAME AMOUNT

OF AIRFLOW AS THE VALVE.

2" GATE VALVE

(IRON BODY) W/ 2"

SQUARE NUT

36" X 36" X 6" DEEP

CONCRETE PAD

2" BALL CORP STOP

WITH ELBOW

VENTED ARV ENCLOSURE PANTONE PURPLE 522C

FOR RECLAIMED) (SEE NOTE 4)

ADJUSTABLE CAST

IRON VALVE BOX

2" ELBOW AND TUBING

(THREADED)

UNION

2" PIPE

SADDLE

TAP

2' M

IN

RIGHT OF WAY

PRIVATE

PROPERTY

VARIES - SEE NOTE 1

2" TEE

2" X 1" REDUCER

1" SHORT NIPPLE

1" CURB STOP

2" NIPPLE

2" X 4"

NIPPLE

2" AIR RELEASE VALVE

18"

MIN

MIN 2%

SLOPE

6" M

IN

FDOT #57 STONE

4" DIA HOLE

6" M

IN

1' MIN

1' M

IN

DOWNWARD FACING

PVC ELBOW

COVER END

W/SCREEN MESH