Y22-718_Drawings3.pdf

PDF 6 MB Posted Feb 7, 2022

Attached to: Texas Avenue Roadway Improvements (from North of Duskin Avenue to South of Holden Avenue)
Solicitation number: Y22-718
Issued by: Orange County, Orlando City, Florida

About this file

Written by GovTribe AI · Jun 27, 2025

This file is a set of engineering design and utility drawings for the Texas Avenue Water Main Relocation project in Orange County, Florida, prepared by Inwood Consulting Engineers for the Orlando Utilities Commission (OUC). The project involves relocating water mains along Texas Avenue from north of Duskin Avenue to south of Holden Avenue, spanning approximately 0.901 miles. The drawings detail the proposed water main infrastructure, including pipe sizes ranging from 4" to 12" in diameter, primarily using ductile iron pipe (DIP) and PVC materials. The project includes installing new water services, fire hydrant assemblies, gate valves, and removing existing water infrastructure.

The total estimated project length is 4,755.55 linear feet, with work concentrated in Orange County's District 6. The design includes detailed utility adjustments, profile and plan views, and standard technical specifications for water main installation. The project involves coordination with multiple utility providers, including OUC, AT&T, Bright House Networks, TECO Peoples Gas, and others. The drawings provide comprehensive technical specifications for pipe materials, installation methods, restraint requirements, and testing protocols, ensuring compliance with Orlando Utilities Commission and American Water Works Association (AWWA) standards.

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Other files

File	Type	Posted
Y22-718_Drawings2.pdf	PDF	Feb 7, 2022
Y22-718_Part_G&H.pdf	PDF	Feb 7, 2022
Y22-718_Drawings4.pdf	PDF	Feb 7, 2022
Y22-718.pdf	PDF	Feb 7, 2022
Y22-718_Drawings1.pdf	PDF	Feb 7, 2022

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D A

Y T

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1/30/2020 10:23:16 AM F:\Projects\ORC-010-01\North\utils\Utility Design\KEYSUW01.DGNdledgerwood

DESCRIPTIONSHEET

CERTIFICATION TO PLANS

ENGINEER:DATE: REG. NO.

CHRISTMAS

SEMINOLE COUNTY

OSCEOLA COUNTY

ORLANDO

INTERNATIONAL

AIRPORT

L A

K E C

O U

N T

WINTER

GARDEN

ORLANDO

LAKE COUNTY

B R

E V

A R

D C

O U

N T

OSCEOLA COUNTY

LAKE APOPKA

FLORIDA

E-W

GALLOWAY DR.

1-4

I-4

0 1 2

Mile

BRIDGES

NET LENGTH OF PROJ.

EXCEPTIONS

GROSS LENGTH OF PROJ.

LENGTH OF PROJECT

LINEAR FT. MILES

KEY SHEET

GENERAL NOTES

PLAN & PROFILE SHEETS

ELEV. = 100.30'

STA. 109+18.15, 9.46' LT.

RAILROAD SPIKE ON POWER POLE (#419E3)

ORANGE COUNTY BM R-368-010

ELEV. = 99.77'

STA. 159+15.39, 71.78' LT.

3" DISK AT SANITARY LIFT STATION

ORANGE COUNTY BM L-1225-015

M I

M P

COCOA

D W

O O D

FOR TEXAS AVENUE

SOURCE OF BENCH MARK DATUM

NOTE: THE SCALE OF THESE PLANS MAY

HAVE CHANGED DUE TO REPRODUCTION.

PLANS WERE PREPARED TO AVAILABLE INFORMATION TO ADEQUATELY ADDRESS CONDITIONS AS

THEY EXISTED AT THE TIME OF PLANS PREPARATION. DEEDS, 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 COUNTYER'S REPRESENTATIVE IN ADDRESSING AND MEETING

NEEDS AND CONDITIONS THAT MAY HAVE CHANGED SINCE PLANS PREPERATION.

NOTE

tel. 407.971.8850

Certificate No. 7074

Oviedo, FL 32765

3000 Dovera Drive, Suite 200

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

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

STANDARDS FOR DESIGN, CONSTRUCTION AND MAINTENANCE FOR STREETS AND

STANDARDS CONTAINED IN THE EDITION OF THE "MANUAL FOR UNIFORM MINIMUM

OF THE FLORIDA STATUTES AND ARE IN SUBSTANTIAL COMFORMANCE WITH THE

CONSTRUCTION PLANS COMPLY WITH THE REQUIREMENTS OF SECTION 336.045

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

SECS. 15,16,21,22 TWP. 23 SOUTH RGE. 29 EAST

LOCATION MAP

INDEX OF SHEETS

PROJECT NO:

SHEET 1

BYDATEREVISIONS

VICINITY MAP

LOCATION

PROJECT

OUC

The OneReliable

ORANGE COUNTY, FLORIDA

WATER MAIN RELOCATION

TEXAS AVENUE

U-1

U-2

U-3

U-5 - U-15

PROJECT LAYOUT

SUMMARY OF QUANTITIES

STANDARD DETAILS

DRAWN BY : DKL

CHECKED BY: DGC

APPROVED BY: DGC

UTILITY 4755.55

4755.55

0.901

OUC-002-01

STA. 181+40.00

END UTILITY PROJECT

U-16

DAVID K. LEDGERWOOD, P.E. 70585

407-532-8509

UTILITIES ENCOUNTERED

CABLE: BRIGHT HOUSE NETWORKS

WATER & ELECTRIC: OUC

PHONE: AT&T

407-254-9718

407-236-9651

407-351-8180

GAS: TECO PEOPLES GAS 407-420-2678

480-596-4595

888-623-0931

TRAFFIC: AMERICAN TRAFFIC SOLUTIONS

COMMUNICATIONS: CROWN CASTLE

COMMUNICATIONS: LEVEL 3 COMM.

WATER & SEWER: ORANGE COUNTY UTIL.

407-754-0106

DISTRICT NO. 6

CIP NO. 5027B

TO SOUTH OF HOLDEN AVENUE

FROM NORTH OF DUSKIN AVENUE

U-4

STA. 133+84.45

BEGIN UTILITY PROJECT

DISTRICT 1

DISTRICT 2

DISTRICT 3

DISTRICT 4

DISTRICT 5

DISTRICT 6

COMMISSIONERS

BOARD OF COUNTY

MARK MASSARO, P.E., PUBLIC WORKS DIRECTOR

PETE CLARKE

TERESA JACOBS, COUNTY MAYOR

JENNIFER THOMPSON

BRYAN NELSON

EMILY BONILLA

VICTORIA P. SIPLIN

betsy vanderley

T H

C O

E E

C T

R O

A L

L E

F .A .C

UTILITY PLAN SHEET SYMBOL LEGENDUTILITY PLAN SHEET ABBREVIATIONS

REDUCER

45° BEND

90° BEND

TAPPING SLEEVE AND VALVE

TEE

45° BEND (ROLLED DOWN)

45° BEND (ROLLED UP)

GATE VALVE

WYE

CAP

FIRE HYDRANT ASSEMBLY

BLOW-OFF VALVE ASSEMBLY

AIR RELEASE VACUUM VALVE ASSEMBLY

SINGLE WATER SERVICE

22.5° BEND

EXISTING

GAS MAIN

MINIMUM

STATION

TYPICAL

BCATV

BFO

EXIST.

MIN.

CONST.

STA.

TYP.

BURIED TELEVISION CABLE

BURIED ELECTRIC

BURIED FIBER OPTIC CABLE

BURIED TELEPHONE

FORCE MAIN

LEFT

CONSTRUCT

RIGHT

WATER MAIN

OVERHEAD ELECTRIC

LINE STOP

PLUG

PLUG VALVE

PCCP PRESTRESSED CONCRETE CYLINDER PIPE

DIP

PVC

DUCTILE IRON PIPE

POLYVINYL CHLORIDE

STATION OFFSET LT/RT

ELEVATION

GROUND

EXISTING

ELEVATION

TOP

Vvh # SIZE MATERIALS

(Owner, type)

UTILITY DESCRIPTION

95.04

95.07

95.50

94.28

98.79

99.12

95.50

95.98

93.46 90.69

93.72 90.45

111 94.16 90.78

112 94.10 91.54

113 94.25 91.53

114 96.57 94.82

115 96.10 93.22

116 98.01 95.03

118 96.98 93.98

119 97.19 94.09

120 97.20 94.71

121 97.05 94.75

122 98.53 95.33

123 97.11 93.13

124 97.89 93.89

127 94.36 89.16

129 95.00 93.50

130 97.95 94.45

131 96.96 94.81

LT.

RT.

LT.

RT.

LT.

RT.

LT.

27.36'

42.65'

45.77'

17.62'

16.03'

17.80'

19.67'

19.02'

19.40'

29.46'

18.31

27.33'

26.52'

25.86'

22.46'

18.75'

33.71'

52.23'

17.97'

40.31'

40.09'

D.I.

95.98

95.46

98.41

98.55

LT.

8.83'

23.44'

D.I.

SUMMARY OF VERIFIED UTILITIES

C/L

OUC

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1/30/2020 10:23:17 AM F:\Projects\ORC-010-01\North\utils\Utility Design\GNNTUW01.DGN

U-2

NO.

SHEET

GENERAL NOTES

dledgerwood

BY DESCRIPTIONDATE BY DESCRIPTIONDATE

REVISIONS

OUC WATER MAIN 8" 114+48

8" 117+18

D.I.

117+99

119+03

120+17

133+55 29.46'

143+50

142+42

140+40

12"

D.I.

148+50

147+61

154+98

152+02

158+52

177+29

170+20

168+71

12"

D.I.

165+73

163+14

173+02

161+02

12"

146+22D.I.

D.I.

36.25'

151+98

127+47

131+22

134 95.94 91.94

135 98.78 95.26

139 99.32 98.36

144 98.76 98.01

145 98.73 98.03

146 98.77 97.97

147 98.63 97.87

149 99.35 98.75

150 98.25 95.03

151 98.36 94.21

LT.

RT.

LT.

RT.

LT.

RT.

24.13'

30.61'

61.69'

53.34

53.34'

56.86'

65.84'

60.53'

24.33'

47.16'

PVC

D.I.

8" D.I. 136+00

0.5"

16"

D.I.

PVC

123+45

106+26

160+47

160+43

160+44

159+16

160+26

16" 160+24

2-1.25"

1.5"

2-1.5"

OUC WATER MAIN

16.

10.

11.

12.

13.

15.

14.

GENERAL SPECIFICATIONS GENERAL MATERIAL SPECIFICATIONS

(407) 244-8786 OR VISIT OUR WEB SITE AT http//www.ouc.com/vendor

CONTACT: OUC WATER DISTRIBUTION STANDARDS AND SPECIFICATIONS

SPECIAL NOTICE: OUC SPECIFICATIONS OFTEN ADD TO THE MANUFACTURER'S SPECIFICATIONS. IF YOU HAVE ANY QUESTIONS, PLEASE

ALL VALVE BOXES SHALL BE CAST IRON SLIDING TYPE. SCREW TYPE ARE NOT APPROVED.

CONFORM TO ANSI/AWWA C504 OR LATEST REVISION.

TO ANSI/AWWA STANDARD C509 OR LATEST REVISION. ALL VALVES 16" AND LARGER SHALL BE BUTTERFLY, HAVE EPOXY COATING AND

ALL VALVES 4" THROUGH 12" SHALL BE RESILIENT SEAT/WEDGE GATE VALVES WITH EPOXY COATING INTERNALLY/EXTERNALLY AND CONFORM

FIRE HYDRANTS SHALL BE TRAFFIC DRY BARREL TYPE AND MEET OUC SPECIFICATIONS.

SLOTTED HOLES ON THE FLANGE FACE ARE REQUIRED. PADLOCK WINGS MUST BE INCLUDED ON EACH CURB STOP OR BALL METER VALVE.

2" SERVICES REQUIRE SERVICE CLAMPS AND TO ACCOMMODATE 1-1/2" OR 2" METERS, 2" BALL ANGLE METER VALVES (CTS X FLANGE) WITH

CORPORATION STOPS USED WITH DIRECT PIPE TAPPING ON DUCTILE IRON PIPE OR WITH SERVICE CLAMPS ON PVC PIPE INSTALLATION OF

W/AWWA C800. FLARED FITTINGS ARE ACCEPTABLE UNDER CONTROLLED CONDITIONS. AN AWWA (CC) THREADING IS REQUIRED ON ALL 1"

SERVICE MATERIAL (CORP. STOPS, CURB STOPS, ETC.) FOR 1", AND 2" SERVICES SHALL BE BRASS COMPRESSION FITTINGS IN ACCORDANCE

C. SERVICE MATERIAL FOR 2" LONG SIDE SERVICES SHALL INCLUDE 2" RESTRAINED JOINT (SDR 17/CLASS 250) PVC PIPE (IPS-O.D.).

B. SERVICE MATERIAL FOR 2" SHORT SIDE SERVICES SHALL INCLUDE 2" CTS TYPE-K HARD COPPER PIPE.

A. SERVICE MATERIAL FOR 1" SHALL INCLUDE SOFT ANNEALED TYPE-K COPPER TUBING.

JOINT ENDS. ALL PIPE FITTINGS 30" OR LARGER SHALL BE CEMENT LINED (CLASS 250) DUCTILE IRON, WITH MECHANICAL JOINT ENDS.

ALL PIPE FITTINGS 4" UP TO 30" SHALL BE CEMENT OR EPOXY LINED (CLASS 350) AWWA C153 "COMPACT" DUCTILE IRON, WITH MECHANICAL

SHALL NOT BE PLACED FOR AT LEAST 30 MINUTES FOLLOWING PAINT APPLICATION.

FOR PIPE 4-12 INCH IN DIAMETER AND FOUR (4) INCHES IN WIDTH FOR LARGER PIPE, AND SHALL BE BLUE IN COLOR. BACKFILL

CONTINUOUS STRIPES SPACED AT NO MORE THAN 90° AROUND THE PIPE. THE STRIPE SHALL BE MINIMUM TWO INCHES IN WIDTH

3. DUCTILE IRON POTABLE WATER MAINS REQUIRE SPECIAL IDENTIFICATION, SUCH IDENTIFICATION SHALL INCLUDE A MINIMUM OF 4

POTABLE WATER USE.

2. PVC PIPE MUST BE BLUE IN COLOR OR HAVING CONTINUOUS BLUE MARKINGS TO CONFORM TO AWWA COLORS WITH NSF LOGO FOR

1. THE USE OF 2" AND/OR 4" PVC PIPE MUST APPROVED BY O.U.C. WATER ENGINEERING.

NOTE:

C150/A21.50 AND ANSI/AWWA C151/A21.51.

- THIRTY INCH (30") AND LARGER WATER MAINS SHALL BE PRESSURE CLASS 250 D.I. PIPE IN ACCORDANCE WITH ANSI/AWWA

ANSI/AWWA C150/A21.50 AND ANSI/AWWA C151/A21.51.

- SIX INCH (6") THROUGH TWENTY FOUR INCH (24") WATER MAINS SHALL BE PRESSURE CLASS 350 D.I. PIPE IN ACCORDANCE WITH

C150/A21.50-96 AND ANSI/AWWA C151/A21.51 OR, AS CONDITIONS WARRANT, C900 SDR18 CLASS 150 PVC PIPE.

- FOUR INCH (4") WATER MAINS SHALL BE EITHER PRESSURE CLASS 350 DUCTILE IRON (D.I.) IN ACCORDANCE WITH ANSI/AWWA

- TWO INCH (2") WATER MAIN UNDER ROADWAY REQUIRES 2" RESTRAINT JOINT SDR 17/CLASS 250 PIPE.

- TWO INCH (2") WATER MAINS SHALL BE ASTM 2241 CLASS 200 SDR21 POLYVINYL CHLORIDE (PVC) PIPE.

THE TYPICAL O.U.C. DISTRIBUTION SYSTEM PIPE SIZES AND MATERIAL USED ARE:

MANUAL.

SPECIFICATIONS OF INSTALLATIONS. MOST CENTRAL FLORIDA UTILITY SUPPLY COMPANIES HAVE A COPY OF OUC'S SPECIFICATION STANDARDS

PREPARATION OF CONSTRUCTION PLANS AND SPECIFICATIONS, AND IN NO WAY LIMITS OUC'S RIGHT TO APPROVE OR DISAPPROVE PLANS, OUC WATER DISTRIBUTION'S SPECIFICATION STANDARDS MANUAL. THE FOLLOWING INFORMATION IS TO PROVIDE GENERAL GUIDANCE IN THE

MATERIAL USED IN THE CONTRUCTION OF THE WATER DISTRIBUTION SYSTEM SHALL ADHERE TO THE REQUIREMENTS OUTLINED IN THE

BACTERIOLOGICAL SAMPLE POINT

ALL OUC OWNED SERVICE ASSEMBLIES SHALL HAVE A MINIMUM OF 10' SEPARATION FROM STRUCTURES AND TREES.

ALL TAPS ON ACTIVE WATER MAINS SHALL BE PERFORMED BY AN OUC APPROVED TAPPING CONTRACTOR.

SPECIFICATIONS FOR CONSTRUCTION.

TO BE RELOCATED OR REPLACED SHALL BE INSTALLED IN ACCORDANCE WITH OUC'S CURRENT

THE CONTRACTOR SHALL VERIFY THE SIZE OF ALL SERVICES IDENTIFIED ON THE PLANS. ALL SERVICES

407-649-4436.

A PRE-CONSTRUCTION MEETING FOR THE INSTALLATION OF WATER FACILITIES IS REQUIRED. CONTACT: OUC WATER CONSTRUCTION

BY THE OUC PROJECT ENGINEER OR THEIR REPRESENTATIVE.

ALL OUC WATER DISTRIBUTION SYSTEM PIPE SHALL HAVE A MINIMUM OF THIRTY-SIX (36) INCHES OF COVER, UNLESS OTHERWISE DIRECTED

RECEIVED FROM OUC CROSS CONNECTION CONTROL DEPT.

BACKFLOW PREVENTERS SHALL BE LOCATED NO MORE THAN 10 FEET FROM POINT OF SERVICE UNLESS PRIOR APPROVAL HAS BEEN

PROTECTION - CHAPTER 62-555 "PERMITTING AND CONSTRUCTION OF PUBLIC WATER SYSTEMS."

CROSS CONNECTION CONTROL SHALL BE IN ACCORDANCE WITH RULES AND REQUIREMENTS OF THE DEPARTMENT OF ENVIRONMENTAL

BY O.U.C.

REQUIREMENTS SET FORTH IN ANSI/AWWA STANDARDS C651. CHLORINATION IS A 5 DAY PROCESS, STARTING ON MONDAYS UNLESS APPROVED

CHAPTER 62-555 "PERMITTING AND CONSTRUCTION OF PUBLIC WATER SYSTEMS." THE PROCEDURE WILL MEET AND EXCEED THE

THE DISINFECTION OF WATER MAINS SHALL BE IN COMPLIANCE WITH RULES OF THE DEPARTMENT OF ENVIRONMENTAL REGULATION -

TESTING, AND MAINTAINING A PRESSURE IN THE NEW PIPING UNTIL A FDEP LETTER OF CLEARANCE IS OBTAINED.

PROVISIONS ARE REQUIRED TO PROTECT EXISTING ACTIVE WATER MAINS FROM BACKFLOW CONTAMINATION DURING FILLING, FLUSHING, ALL HYDROSTATIC TESTING SHALL BE IN ACCORDANCE WITH ANSI/AWWA C600 FOR D.I. PIPE AND ANSI/AWWA C605 FOR PVC PIPE.

SEPARATION OF 12".

EDGE) FROM THE POTABLE WATER MAIN. RECLAIMED WATER MAINS SHALL BE BELOW POTABLE WATER MAINS WITH A MINIMUM VERTICAL

IF IT IS NOT PRACTICAL, THE RECLAIMED WATER MAIN SHALL BE INSTALLED AT A MINIMUM HORIZONTAL DISTANCE OF 3 FEET (EDGE TO

THE RECLAIMED WATER MAIN SHALL BE ON THE OPPOSITE SIDE OF THE STREET FROM THE POTABLE WATER MAIN WHERE PRACTICAL.

ALL CONDUIT TO BE A MINIMUM 2' FROM ALL WATER MAINS, AND APPURTENANCES.

BE OBSERVED WITH NO STANDARD MITIGATION ALLOWED. A MINIMUM OF 18' SEPARATION FROM BUILDINGS AND STRUCTURES IS REQUIRED.

SEPARATION REQUIREMENTS FROM SANITARY FORCE MAINS, AT LEAST A 6' HORIZONTAL AND 12" VERTICAL SEPARATION AT CROSSINGS, MUST

WATER MAIN SEPARATION FROM SEWER, STORM, AND RECLAIM LINES WILL BE IN COMPLIANCE WITH FDEP GUIDELINES. THE MINIMUM

THE PROJECT.

THE MANUFACTURERS RECOMMENDATIONS. ALL WATER FACILITIES WILL BE IN COMPLIANCE WITH THE CONDITIONS OF FDEP PERMIT FOR

MATERIAL, INSTALLATION, AND DISINFECTION. ALL MATERIAL AND EQUIPMENT SHALL BE STORED, INSTALLED, AND USED IN ACCORDANCE WITH

ALL CONSTRUCTION OF THE WATER DISTRIBUTION SYSTEM SHALL MEET CURRENT ORLANDO UTILITIES COMMISSION SPECIFICATIONS FOR

THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED.

ADJUSTMENTS AND COOPERATE WITH THE OWNER. ANY DELAY OR INCONVENIENCE OF THE VARIOUS UTILITIES SHALL BE INCIDENTAL TO

EXISTING STRUCTURES OR UTILITIES FROM CONSTRUCTION OF WATER FACILITIES. CONTRACTOR SHALL COORDINATE ANY NECESSARY

UNDERGROUND UTILITY, WHETHER SHOWN ON THESE PLANS OR FIELD LOCATED. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL

SERVICE, OR CLARIFICATION OF ACTIVITY REGARDING SAID UTILITY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING AN

NOTIFYING THE VARIOUS UTILITY COMPANIES TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATION, TEMPORARY DISRUPTION OF

THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND VERIFYING ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION, AND FOR

BEGINNING ANY CONSTRUCTION.

IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR TO ENSURE THAT ALL REQUIRED PERMITS ARE IN-HAND BEFORE

Certificate of Authorization No. 7074

PE No. 70585

David K. Ledgerwood, PE p 407.971.8850

Oviedo, Florida 32765

3000 Dovera Drive, Suite 200

WATER

W A

T E

WATER

W A

T E

W A

T E

WATER

W A

T E

W A

T E

W A

T E

W A

T E

W A

T E

W A

T E

W A

T E

W A

T E

WATER

W A

T E

W A

T E

W A

T E

WATER

W A

T E

W A

T E

WATER

W A

T E

WATER

W A

T E

WATER

W A

T E

W A

T E

W A

T E

WATER

W A

T E

W A

T E

WATERWATER

W A

T E

WATER

W A

T E

W A

T E

W A

T E

W A

T E

WATER

W A

T E

W A

T E

WATER

W A

T E

W A

T E

W A

T E

WATER

W A

T E

W A

T E

WATER

145 150 155 160 165 170 175 180

100 105 110

120 125 130 135 140 145

OUC

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U-3

PROJECT LAYOUT

BY DESCRIPTIONDATE BY DESCRIPTIONDATE

REVISIONS

U-5 U-6

U-7 U-8 U-9 U-10 U-11 U-12 U-13

U-14

U-15

TEXAS AVENUE

A M

E R

V D

0 75 300

Feet

A D

W A

K U

E W

R O

V D

B L

O S

D U S

E R

T R

M Y

A K

V D

T R

A Z

V D

H O

N O

A D

0 75 300

Feet

Certificate of Authorization No. 7074

PE No. 70585

David K. Ledgerwood, PE p 407.971.8850

Oviedo, Florida 32765

3000 Dovera Drive, Suite 200

STA. 133+84.45

BEGIN UTILITY PROJECT

STA. 181+40.00

END UTILITY PROJECT

OUC

The OneReliable

1/30/2020 10:23:27 AM F:\Projects\ORC-010-01\North\utils\Utility Design\SUMQUW01.DGN

U-4

SUMMARY OF QUANTITIES

BY DESCRIPTIONDATE BY DESCRIPTIONDATE

REVISIONS

Certificate of Authorization No. 7074

PE No. 70585

David K. Ledgerwood, PE p 407.971.8850

Oviedo, Florida 32765

3000 Dovera Drive, Suite 200

TABULATION OF QUANTITIES

DESCRIPTION UNIT

SHEET NUMBERS

TOTAL GRAND REF.

PAY ITEM THIS TOTAL SHEET

NO. U-5 U-6 U-7 U-8 U-9 U-10 U-11 U-12 U-13 U-14 U-15 SHEET

PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL

425-6 ADJUST EXISTING VALVE BOX EA 1 1 4 3 3 1 3 3 3 22 22

1050-11-222 4-INCH PVC WATER MAIN LF 73 40 113 113

1050-11-423 6-INCH DIP WATER MAIN LF 67 81 65 64 73 350 350

1050-11-424 8-INCH DIP WATER MAIN LF 210 413 40 80 743 743

1050-11-425 12-INCH DIP WATER MAIN LF 40 40 40 120 120

1050-16-002 REMOVAL OF 2-INCH OR LESS WATER MAIN LF 27 27 27

1050-16-003 REMOVAL OF 4-INCH WATER MAIN LF 500 134 35 669 669

1050-16-004 REMOVAL OF 6-INCH WATER MAIN LF 5 10 5 5 10 10 5 5 55 55

1050-16-005 REMOVAL OF 8-INCH WATER MAIN LF 212 420 35 70 737 737

1050-16-006 REMOVAL OF 12-INCH WATER MAIN LF 35 35 35 105 105

1055-11-412 4-INCH 45 DEGREE BEND EA 4 4 4

1055-11-414 8-INCH 45 DEGREE BEND EA 2 6 4 8 20 20

1055-11-415 8-INCH 90 DEGREE BEND EA 1 1 1

1055-11-416 12-INCH 45 DEGREE BEND EA 4 4 4 12 12

1055-11-424 8-INCH X 6-INCH TEE EA 1 1 1

1055-11-442 4-INCH SOLID SLEEVE EA 2 2 2

1055-11-444 8-INCH SOLID SLEEVE EA 2 2 2 4 10 10

1055-11-445 12-INCH SOLID SLEEVE EA 2 2 2 6 6

1055-11-452 4-INCH MJ PLUG EA 1 1 1

1055-11-453 8-INCH MJ PLUG EA 1 1 1

1055-11-454 6-INCH CAP EA 2 2 2

1080-11-201 SHORT SINGLE WATER SERVICE EA 6 6 6

1080-11-203 LONG SINGLE WATER SERVICE EA 2 2 2

1080-11-303 8-INCH X 4-INCH TAPPING SLEEVE EA 1 1 1

1080-11-304 8-INCH X 6-INCH TAPPING SLEEVE EA 2 2 2

1080-11-305 6-INCH GATE VALVE EA 1 1 1

1080-11-306 4-INCH TAPPING VALVE EA 1 1 1

1080-11-307 6-INCH TAPPING VALVE EA 2 1 3 3

1080-11-403 12-INCH X 6-INCH TAPPING SLEEVE EA 1 1 1

1080-11-404 8-INCH GATE VALVE EA 2 1 3 3

1080-16-201 REMOVAL OF EXISTING WATER METER EA 2 6 8 8

1644-113-08 FIRE HYDRANT ASSEMBLY EA 1 2 1 1 2 2 1 1 11 11

1644-900 REMOVAL OF EXISTING FIRE HYDRANT EA 1 2 1 1 2 2 1 1 11 11

134+00 135+00 136+00 137+00 138+00 139+00

98 98

1" = 4' VERTICAL

1" = 40' HORIZONTAL

SCALE:

OUC

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U-5

PLAN & PROFILE

BY DESCRIPTIONDATE BY DESCRIPTIONDATE

REVISIONS

Certificate of Authorization No. 7074

PE No. 70585

David K. Ledgerwood, PE p 407.971.8850

Oviedo, Florida 32765

3000 Dovera Drive, Suite 200

SAN

WATER

ELEC

SAN

TOP = 94.87'

SANITARY MANHOLE

TOP = 94.54'

SANITARY MANHOLE

TOP = 96.12'

SANITARY MANHOLE

S A

WATER

SHW

134 P R

T A

135 136 137 138

PT STA. 138+76.66

0 10 40

Feet

EXISTING R/W LINE

EXISTING EASEMENT

TEXAS AVENUE

PROPOSED SIGNAL POLE

PROPOSED R/W LINE

EXISTING R/W LINE

S-134

S-133

0-111

TO REMAIN

EXISTING 8" DIP WM

BOX TO FINISHED GRADE

ADJUST EXISTING 8" VALVE

PER RESTRAINT JOINT TABLE

RESTRAIN EXISTING 8" WM

TO BE REMOVED

EXISTING 8" DIP WM PROPOSED R/W LINE

EXISTING R/W LINE 6" DIP WM

67 LF OF PROPOSED

1-6" GATE VALVE

1-8"x6" TEE

STA. 134+47, 26' LT

PROPOSED R/W LINE

1-FIRE HYDRANT ASSEM.

STA. 134+44, 42' RT

EXISTING R/W LINE

POLE

PROPOSED SIGNAL

TO BE REMOVED

EXISTING FIRE HYDRANT

210 LF OF PROPOSED 8" DIP WM

1 BACTERIOLOGICAL SAMPLE POINT

1-8" SOLID SLEEVE

STA. 134+06, 29' LT

1 BACTERIOLOGICAL SAMPLE POINT

1-8" SOLID SLEEVE

2-8" 45° VERT. BENDS

8" DIP WATER MAIN:

CONNECT TO EXISTING

STA. 136+18, 23' LT

1-8" MJ PLUG

2-8" GATE VALVES

1-8" TEE

STA. 134+06, 28' LT

SHWSHW

EXISTING GROUND

PROFILE GRADE LINE

PROPOSED FIRE HYDRANT

PROPOSED 8" DIP WM

18" MIN.

TO BE REMOVED

EXISTING 8" DIP WM

TO REMAIN

EXISTING 8" DIP WM

PROPOSED 8" DIP WM

TO BE REMOVED

EXISTING 8" DIP WM

PROPOSED 6" DIP WM

140+00 141+00 142+00 143+00 144+00

1" = 4' VERTICAL

1" = 40' HORIZONTAL

SCALE:82 82

80 80

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U-6

BY DESCRIPTIONDATE BY DESCRIPTIONDATE

REVISIONS

Certificate of Authorization No. 7074

PE No. 70585

David K. Ledgerwood, PE p 407.971.8850

Oviedo, Florida 32765

3000 Dovera Drive, Suite 200

9 9 .2

18" RCP

FL 89.30

FL 88.30

FL 88.60

S-136

S-138

S-140

18" PIPE

18" RCP

FL 81.21

(-) 0.600%

(+) 0.300%

18" RCP

FL 86.00

FL 88.10

FL 88.30

24" RCP

DOUBLE 72" RCP

S-140C

S-140D

30" RCP

FL 87.60

FL 87.00

FL 86.70

30" RCP

S-140B

FL 89.30

18" PIPE

@ { OF CONST.

EXISTING GROUND LINE

PROFILE GRADE LINE

ELEC

SSSS

SAN

WATERWATER

WATER

TOP = 94.41'

SANITARY MANHOLE

S S

S A

W A

T E

W A

T E

P I

E L

(-) 0.600% (+) 0.300%

135' V.C.

SHW

140 141 142 143 144

0 10 40

Feet

EXISTING EASEMENT

E R

T R

TEXAS AVENUE

PROPOSED R/W LINE

EXISTING R/W LINE

S-135

S-136

S-138

S-137

S-140

S-139

CD-2

S-140A

CD-2A

S-140B

TO REMAIN

EXISTING 2" WM

EXISTING R/W LINE

TO BE REMOVED

EXISTING 8" DIP WM

TO REMAIN

EXISTING 8" DIP WM

PER RESTRAINT JOINT TABLE

RESTRAIN EXISTING 8" WM

TO REMAIN

EXISTING WATER SERVICE

TO REMAIN

EXISTING 2" VALVE

2-8" 45° BENDS

STA. 143+63, 22' LT

PROPOSED R/W LINE6" GATE VALVE:

CONNECT TO EXISTING

STA. 139+21, 20' LT

EXISTING R/W LINE

1-FIRE HYDRANT ASSEM.

STA. 139+21, 44' RT

TO BE REMOVED

EXISTING FIRE HYDRANT

BOX TO FINISHED GRADE

ADJUST EXISTING 6" VALVE

62 LF OF PROPOSED 6" DIP WM

TO REMAIN

EXISTING 8" DIP WM

JOINT TABLE

8" WM PER RESTRAINT

RESTRAINT EXISTING

TO BE REMOVED

EXISTING FIRE HYDRANT

OF DRAINAGE PIPES

DURING INSTALLATION

TO BE SUPPORTED

NEW WATER MAIN

19 LF OF PROPOSED 6" DIP WM

1 BACTERIOLOGICAL SAMPLE POINT

VERT. BENDS2-8" 45°

1-8" SOLID SLEEVE

8" DIP WATER MAIN:

CONNECT TO EXISTING

STA. 140+30, 18' LT

1-8" BACTERIOLOGICAL SAMPLE POINT

1-8" SOLID SLEEVE

1-8" GATE VALVE

8" WATER MAIN:

CONNECT TO EXISTING

STA. 144+46, 19' LT

406 LF OF PROPOSED 8" DIP WM

1- 6" GATE VALVE

1-FIRE HYDRANT ASSEMBLY

STA. 144+29, 21' LT

SHWSHW

EXISTING GROUND

PROFILE GRADE LINE

PROPOSED FIRE HYDRANT

TO REMAIN

EXISTING 8" DIP WM

PROPOSED 8" DIP WM

PROPOSED FIRE HYDRANT

18" MIN.

TO BE REMOVED

EXISTING 8" DIP WM

TO REMAIN

149+00 150+00148+00147+00146+00145+00

1" = 4' VERTICAL

1" = 40' HORIZONTAL

SCALE:

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U-7

BY DESCRIPTIONDATE BY DESCRIPTIONDATE

REVISIONS

Certificate of Authorization No. 7074

PE No. 70585

David K. Ledgerwood, PE p 407.971.8850

Oviedo, Florida 32765

3000 Dovera Drive, Suite 200

@ { OF CONST.

EXISTING GROUND LINE

24" RCP

24" RCP 24" RCP

FL 88.50

S-144 S-146

(+) 0.800%S-143

24" RCP

FL 88.30

FL 88.10

S-141

FL 88.00

24" RCP

WATER

W A

T E

S A

N H

O L E

W A

T E

WATER

W A

T E

W A

T E

W A

T E

P I

E L

(+) 0.300% (-) 0.300%

P I

E L

(-) 0.300% (+) 0.800%

198' V.C.

145 146 147 148 149 150

0 10 40

Feet

EXISTING R/W LINE

M Y

A K

TEXAS AVENUE

EXISTING EASEMENT

TO REMAIN

EXISTING 8" DIP WM

TO BE RELOCATED

EXISTING 8"x2" DRM

PROPOSED R/W LINE

EXISTING EASEMENT

EXISTING R/W LINE

PROPOSED R/W LINE

TO BE REMOVED

EXISTING FIRE HYDRANT

S-141

S-142

S-144

S-143

S-145

S-146

TO REMAIN

EXISTING 8" DIP WM

TO BE REMOVED

EXISTING 8" DIP WM

TO REMAIN

EXISTING 8" DIP WM

TO REMAIN

EXISTING WATER SERVICE

BOXES TO FINISHED GRADE

ADJUST EXISTING 8" VALVE

TO REMAIN

EXISTING 8" DIP WM

TO REMAIN

EXISTING 16" CASING

TO REMAIN

EXISTING 8" DIP WM

1-8"x2" DRM

STA. 147+85, 50' LT

BOX TO FINISHED GRADE

ADJUST EXISTING 6" VALVE

PER RESTRAINT JOINT TABLE

RESTRAIN EXISTING 8" WM

PER RESTRAINT JOINT TABLE

RESTRAIN EXISTING 8" WM

TO REMAIN

EXISTING 8" VALVE

TO REMAIN

EXISTING FIRE HYDRANT

PROPOSED R/W LINE

TEMPORARY EASEMENT

8" DIP WM

35 LF OF PROPOSED

TO BE REMOVED

EXISTING 1" COPPER SERVICE

1-1" WATER SERVICE

STA. 145+38, 47' LT

1-FIRE HYDRANT ASSEMBLY

STA. 149+19, 44' RT

6" GATE VALVE:

CONNECT TO EXISTING

STA. 149+19, 22' LT

6" DIP WM

65 LF OF PROPOSED

1 BACTERIOLOGICAL SAMPLE POINT

2-8" 45° VERT. BENDS

1-8" SOLID SLEEVE

8" DIP WATER MAIN:

CONNECT TO EXISTING

STA. 147+43, 19' LT

2-8" 45° VERT. BENDS

1-8" SOLID SLEEVE

8" DIP WATER MAIN:

CONNECT TO EXISTING

STA. 147+78, 19' LT

SHW

GWT

P I

E L

SHW

GWT

SHW

GWT

EXISTING GROUNDPROFILE GRADE LINE

PROPOSED WATER SERVICE

PROPOSED FIRE HYDRANT

PROPOSED 8" DIP WM

18" MIN.TO REMAIN

EXISTING 8" DIP WM

TO BE REMOVED

EXISTING 8" DIP WM TO REMAIN

151+00 152+00 153+00 154+00 155+00 156+00

98 98

1" = 4' VERTICAL

1" = 40' HORIZONTAL

SCALE:

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1/30/2020 10:23:39 AM F:\Projects\ORC-010-01\North\utils\Utility Design\PLPRUW10.dgn

U-8

BY DESCRIPTIONDATE BY DESCRIPTIONDATE

REVISIONS

Certificate of Authorization No. 7074

PE No. 70585

David K. Ledgerwood, PE p 407.971.8850

Oviedo, Florida 32765

3000 Dovera Drive, Suite 200

@ { OF CONST.

EXISTING GROUND LINE

24" RCP

FL 90.00

FL 92.70

FL 91.60

S-148

S-150

18" RCP

FL 89.00

24" RCP

S-148A

FL 89.50

24" RCP

(+) 0.800%

(+) 0.300%

SAN SAN

WATER

W A

T E

TOP = 95.10'

SANITARY MANHOLE

TOP = 96.59'

SANITARY MANHOLES

S A

W A

T E

WATER

W A

T E

P I

E L

(+) 0.800% (+) 0.300%

151 152 153 154 155 156

0 10 40

Feet

EXISTING EASEMENT

EXISTING R/W LINE

EXISTING EASEMENT

PROPOSED R/W LINE

T R

A Z

V D

TEXAS AVENUE

EXISTING EASEMENT

EXISTING R/W LINE

S-148

S-147

S-148A

S-150

S-149

TO REMAIN

EXISTING 8" DIP WM

TO BE REMOVED

EXISTING 8" DIP WM

TO REMAIN

EXISTING 8" DIP WM

TO BE REMOVED

EXISTING 8" DIP WM

TO BE REMOVED

EXISTING 4" PVC WM

TO REMAIN

EXISTING 8" DIP WM

TO REMAIN

EXISTING 16" CASING

FINISHED GRADE

VALVE BOX TO

ADJUST EXISTING 8"

1-4" MJ PLUG

TO BE CLOSED:

EXISTING 4" VALVE

STA. 151+01, 28' RT

BOX TO FINISHED GRADE

ADJUST EXISTING 6" VALVE

PER RESTRAINT JOINT TABLE

RESTRAIN EXISTING 8" WM

PER RESTRAINT JOINT TABLE

RESTRAIN EXISTING 8" WM

PER RESTRAINT JOINT TABLE

RESTRAIN EXISTING 8" WM

TO BE REMOVED

EXISTING FIRE HYDRANT

PER RESTRAINT JOINT TABLE

RESTRAIN EXISTING 8" WM

PROPOSED R/W LINE

BOX TO FINISHED GRADE

ADJUST EXISTING 4" VALVE

TEMPORARY EASEMENT

35 LF OF PROPOSED 8" DIP WM

6" GATE VALVE:

CONNECT TO EXISTING

STA. 154+19, 21' LT

1-FIRE HYDRANT ASSEMBLY

STA. 154+19, 44' RT

6" DIP WM

64 LF OF PROPOSED

2-8" 45° VERT. BENDS

1-8" SOLID SLEEVE

8" DIP WATER MAIN:

CONNECT TO EXISTING

STA. 151+83, 18' LT

1 BACTERIOLOGICAL SAMPLE POINT

2-8" 45° VERT. BENDS

1-8" SOLID SLEEVE

8" DIP WATER MAIN:

CONNECT TO EXISTING

STA. 152+18, 18' LT

1 BACT. SAMPLE POINT

2-8" 45° VERT. BENDS

1-8" SOLID SLEEVE

8" DIP WATER MAIN:

CONNECT TO EXISTING

STA. 154+83, 20' LT

2-8" 45° VERT. BENDS

1-8" SOLID SLEEVE

8" DIP WATER MAIN:

CONNECT TO EXISTING

STA. 155+18, 19' LT

SHW

GWT

SHW

GWT

SHW

GWT

PROFILE GRADE LINE

PROPOSED 8" DIP WM

18" MIN.

TO REMAIN

EXISTING 8" DIP WM TO BE REMOVED

EXISTING 8" DIP WM TO REMAIN

EXISTING 8" DIP WM

TO REMAIN

EXISTING 8" DIP WM

TO BE REMOVED

EXISTING 8" DIP WM

EXISTING GROUND

PROPOSED FIRE HYDRANT

156+00 157+00 158+00 159+00 160+00 161+00

1" = 4' VERTICAL

1" = 40' HORIZONTAL

SCALE:

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1/30/2020 10:23:40 AM F:\Projects\ORC-010-01\North\utils\Utility Design\PLPRUW11.dgn

U-9

BY DESCRIPTIONDATE BY DESCRIPTIONDATE

REVISIONS

Certificate of Authorization No. 7074

PE No. 70585

David K. Ledgerwood, PE p 407.971.8850

Oviedo, Florida 32765

3000 Dovera Drive, Suite 200

PROFILE GRADE LINE

@ { OF CONST.

EXISTING GROUND LINE

24" RCP

FL 90.40

FL 90.70

FL 90.90

FL 93.50

S-151 S-152 S-154

S-200

24" RCP

{ CONST. TEXAS AVENUE

STA. 159+82.20

} SURVEY AMERICANA BLVD. =

STA. 1013+26.04

(+) 0.300%

(-) 0.300%

18" RCP

ELEC

SAN

ELEC

SAN

TEL

WATER

ELEC

TOP = 98.31'

SANITARY MANHOLE

TOP = 97.87'

SANITARY MANHOLE

WATERWATER

WATERWATERWATERWATER

S A

WATER

W A

T E

W A

T E

WATER

P I

E L

(+) 0.300% (-) 0.300%

SHW

GWT

156 157 158 159 160 161

SHW

GWT

0 10 40

Feet

EXISTING R/W LINE

A M

E R

V D

{ CONST. TEXAS AVENUE

STA. 159+82.20

} SURVEY AMERICANA BLVD.=

STA. 1013+26.04

PROPOSED SIGNAL POLE

TEXAS AVENUE

TO REMAIN

EXISTING 16" DIP WM

PROPOSED R/W LINE

TO BE REMOVED

EXISTING FIRE HYDRANT

EXISTING R/W LINE

PROPOSED R/W LINE

PROPOSED SIGNAL POLE

S-151

S-152

S-154

S-153

S-155

0-200

S-200

S-200A

PROPOSED R/W LINE

TO BE REMOVED

EXISTING 4" PVC WM

TO REMAIN

EXISTING 8" DIP WM TO REMAIN

EXISTING 12" DIP WM

BOX TO FINISHED GRADE

ADJUST EXISTING 8" VALVE

FINISHED GRADE

8" VALVE BOX TO

ADJUST EXISTING

FINISHED GRADE

12" VALVE BOX TO

ADJUST EXISTING

TO BE REMOVED

EXISTING 6" VALVE

1 BACTERIOLOGICAL SAMPLE POINT

1-4" TAPPING VALVE

1-8"x4" TAPPING SLEEVE

STA. 157+01, 19' LT

1 BACTERIOLOGICAL SAMPLE POINT

1-2" WATER SERVICE METER BANK

5-1" WATER SERVICE AND

STA. 157+02, 57' RT

TO BE CLOSED AND PLUGGED

EXISTING 6" GATE VALVE

1-FIRE HYDRANT ASSEMBLY

STA. 157+93, 56' RT

6" DIP WM

73 LF OF PROPOSED

TEMPORARY EASEMENT

TO BE REMOVED

EXISTING FIRE HYDRANT 1-6" TAPPING VALVE

1-8"x6" TAPPING SLEEVE

STA. 157+93, 20' LT

4" DIP WM

73 LF OF PROPOSED

TO REMAIN

EXISTING 8" DIP WM

TO REMAIN

EXISTING 8" DIP WM

TO BE REMOVED

AND 1-2" COPPER SERVICE

EXISTING 5-1" COPPER SERVICE

EXISTING R/W LINE

PROPOSED R/W LINE

OF DRAINAGE PIPES

DURING INSTALLATION

TO BE SUPPORTED

EXISTING WATER MAIN

1-FIRE HYDRANT ASSEMBLY

1-6" TAPPING VALVE

1-8"x6" TAPPING SLEEVE

STA. 159+07, 20' LT

SHW

GWT

PROPOSED FIRE HYDRANT

EXISTING GROUND

PROPOSED 4" PVC WM

12" MIN.

TO REMAIN

EXISTING 8" DIP WM

TO REMAIN

EXISTING 12" DIP WM

PROFILE GRADE LINE

PROPOSED FIRE HYDRANT

162+00 163+00 164+00 165+00 166+00 167+00

1" = 4' VERTICAL

1" = 40' HORIZONTAL

SCALE:

86 86

OUC

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1/30/2020 10:23:42 AM F:\Projects\ORC-010-01\North\utils\Utility Design\PLPRUW12.DGN

U-10

BY DESCRIPTIONDATE BY DESCRIPTIONDATE

REVISIONS

Certificate of Authorization No. 7074

PE No. 70585

David K. Ledgerwood, PE p 407.971.8850

Oviedo, Florida 32765

3000 Dovera Drive, Suite 200

@ { OF CONST.

EXISTING GROUND LINE

18" RCP

18" RCP 24" RCP

FL 93.30

S-202 S-203

S-204

S-206

S-207

29" x 45" ERCP

TEXAS AVENUE

STA. 165+59.10 CL. CONST.

STA. 400+00.00 { CONST. POND B5

FL 87.80

FL 90.60

FL 90.50

FL 90.30

FL 90.10

FL 89.80

(-) 0.300% (-) 0.300%

29"X45" ERCP

42" RCP

18" RCP

FL 91.60

SAN

WATER

TOP = 98.02'

SANITARY MANHOLE

ELEC

SAN

S S

E INV. = 85.01'

W INV. = 84.97'

S INV. = 84.92'

TOP = 97.79'

SANITARY MANHOLE

S A

W A

T E

WATER

P I

E L

(-) 0.300% (+) 0.300%

P I

E L

(+) 0.300% (-) 0.300%

SHW

GWT

P C

T A . 16

163 164 165 166 P

R C

T A . 16

SHW

GWT

SHW

GWT

PROPOSED FIRE HYDRANT

EXISTING GROUND

PROFILE GRADE LINE

PROPOSED 12" DIP WM

18" MIN.

TO REMAIN

EXISTING 12" DIP WM

TO BE REMOVED

EXISTING 12" DIP WM

TO REMAIN

EXISTING 12" DIP WM

0 10 40

Feet

TO BE REMOVED

EXISTING FIRE HYDRANT

{ CONST. TEXAS AVENUE

STA. 165+59.10

STA. 400+00.00 POND D5TEXAS AVENUE

PROPOSED R/W LINE

EXISTING R/W LINE

PROPOSED R/W LINE

EXISTING R/W LINE

S-201

S-202

O-200A

0-201

S-203

S-204

S-206

S-205

0-202

S-207

S-207A

TO BE REMOVED

EXISTING FIRE HYDRANT

PROPOSED R/W LINE

TO BE REMOVED

EXISTING 12" DIP WM

TO REMAIN

EXISTING 12" DIP WM

1-FIRE HYDRANT ASSEMBLY

6" GATE VALVE:

CONNECT TO EXISTING

STA. 162+35, 54' RT

BOX TO FINISHED GRADE

ADJUST EXISTING 6" VALVE

TO REMAIN

EXISTING 6" DIP WM

PER RESTRAINT JOINT TABLE

RESTRAIN EXISTING 12" WM

JOINT TABLE

WM PER RESTRAINT

RESTRAIN EXISTING 12"

12" DIP WM

35 LF OF PROPOSED

1 BACTERIOLOGICAL SAMPLE POINT

2-12" 45° VERT. BENDS

1-12" SOLID SLEEVE

12" DIP WATER MAIN:

CONNECT TO EXISTING

STA. 165+56, 22' LT

2-12" 45° VERT. BENDS

1-12" SOLID SLEEVE

12" DIP WATER MAIN:

STA. 165+91, 23' LT

1-FIRE HYDRANT ASSEMBLY

1-6" TAPPING VALVE

1-12"x6" TAPPING SLEEVE

STA. 166+69, 24' LT

OF DRAINAGE PIPES

DURING INSTALLATION

TO BE SUPPORTED

EXISTING WATER MAIN

OF DRAINAGE PIPES

DURING INSTALLATION

TO BE SUPPORTED

EXISTING WATER MAIN

TO REMAIN

EXISTING 12" DIP WM

168+00 169+00 170+00 171+00 172+00

1" = 4' VERTICAL

1" = 40' HORIZONTAL

SCALE:

86 86

OUC

The OneReliable

1/30/2020 10:23:44 AM F:\Projects\ORC-010-01\North\utils\Utility Design\PLPRUW13.dgn

U-11

BY DESCRIPTIONDATE BY DESCRIPTIONDATE

REVISIONS

Certificate of Authorization No. 7074

PE No. 70585

David K. Ledgerwood, PE p 407.971.8850

Oviedo, Florida 32765

3000 Dovera Drive, Suite 200

36" RCP

FL 90.10

FL 90.40FL 92.60 FL 90.60

S-213

S-215 S-217

S-218

FL 88.00

(-) 0.300% (+) 0.300%

FL 89.90

36" RCP

29" x 45" ERCP

36" RCP

18" RCP

W A

T E

W A

T E

W A

T E

P I

E L

(-) 0.300% (+) 0.300%

SHW

GWT

168 169 170 P

171 172

SHW

GWT

SHW

GWT

EXISTING GROUND

PROFILE GRADE LINE

PROPOSED 12" DIP WM

18" MIN.TO REMAIN

EXISTING 12" DIP WM

TO BE REMOVED

EXISTING 12" DIP WM

TO REMAIN

EXISTING 12" DIP WM

0 10 40

Feet

PROPOSED R/W LINE

EXISTING R/W LINE

PROPOSED R/W LINE

EXISTING R/W LINE

TEXAS AVENUE

EXISTING R/W LINE

PROPOSED R/W LINE

S-213

S-215

S-212 S-214

S-217

S-218

S-216TO REMAIN

EXISTING 12" DIP WM

TO REMAIN

EXISTING 12" DIP WM

TO BE REMOVED

EXISTING 12" DIP WM

TO REMAIN

EXISTING 12" DIP WM

TO BE REMOVED

EXISTING FIRE HYDRANT

BOX TO FINISHED GRADE

ADJUST EXISTING 6" VALVE

TO REMAIN

EXISTING FIRE HYDRANT

BOX TO FINISHED GRADE

ADJUST EXISTING 4" VALVE

TO REMAIN

EXISTING 4" DIP WM

BOX TO FINISHED GRADE

ADJUST EXISTING 6" VALVE

PER RESTRAINT JOINT TABLE

RESTRAIN EXISTING 12" WM

PER RESTRAINT JOINT TABLE

RESTRAIN EXISTING 12" WM

12" DIP WM

35 LF OF PROPOSED

1 BACTERIOLOGICAL SAMPLE POINT

2-12" 45° VERT. BENDS

1-12" SOLID SLEEVE

12" DIP WATER MAIN:

CONNECT TO EXISTING

STA. 169+33, 27' LT

2-12" 45° VERT. BENDS

1-12" SOLID SLEEVE

12" DIP WATER MAIN:

CONNECT TO EXISTING

STA. 169+68, 27' LT

1-FIRE HYDRANT ASSEMBLY

6" GATE VALVE:

STA. 172+79, 26' LT

173+00 174+00 175+00 176+00 177+00 178+00

1" = 4' VERTICAL

1" = 40' HORIZONTAL

SCALE:

OUC

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U-12

BY DESCRIPTIONDATE BY DESCRIPTIONDATE

REVISIONS

Certificate of Authorization No. 7074

PE No. 70585

David K. Ledgerwood, PE p 407.971.8850

Oviedo, Florida 32765

3000 Dovera Drive, Suite 200

@ { OF CONST.

EXISTING GROUND LINE

36" RCP

FL 91.80

S-219

S-221

30" RCP

FL 92.30

FL 91.50

FL 91.00

24" RCP

ELEC

SAN

E L E

TOP = 97.35'

SANITARY MANHOLE

SAN

W A

T E

W A

T E

WATER

W A

T E

S A

N S

A N

P I

E L

(+) 0.300% (-) 0.300%

P I

E L

(-) 0.300% (+) 0.300%

SHW

GWT

173 174 175 176 177 178

SHW

GWT

SHW

GWT

EXISTING GROUND

PROPOSED FIRE HYDRANT

PROPOSED 12" DIP WM

18" MIN.

PROPOSED 4" PVC WM

PROFILE GRADE LINE

TO REMAIN

EXISTING 12" DIP WM

TO REMAIN

EXISTING 12" DIP WM

TO BE REMOVED

EXISTING 12" DIP WM

0 10 40

Feet

EXISTING R/W LINE

EXISTING EASEMENT

H O

N O

U R

R O

A D

TEXAS AVENUE

EXISTING EASEMENT

PROPOSED R/W LINE

EXISTING R/W LINE

S-220

S-221S-219 S-223

S-222

TO BE REMOVED

EXISTING 4" WM

TO REMAIN

EXISTING 12" DIP WM

TO BE REMOVED

EXISTING 12" DIP WM

TO REMAIN

EXISTING 12" DIP WM

BOX TO FINISHED GRADE

ADJUST EXISTING 12" VALVE

BOX TO FINISHED GRADE

ADJUST EXISTING 4" VALVE

BOX TO FINISHED GRADE

ADJUST EXISTING 12" VALVE

TO REMAIN

EXISTING 12" WATER MAIN

TO REMAIN

EXISTING 2" WATER MAIN

EXISTING R/W LINE

PER RESTRAINT JOINT TABLE

RESTRAIN EXISTING 4" WM

PER RESTRAINT JOINT TABLE

RESTRAIN EXISTING 4" WM

S-219A

PER RESTRAINT JOINT TABLE

RESTRAIN EXISTING 12" WM

PER RESTRAINT JOINT TABLE

RESTRAIN EXISTING 12" WM

4" DIP WM

35 LF OF PROPOSED

35 LF OF PROPOSED 12" DIP WM

2-4" 45° VERT. BENDS

1-4" SOLID SLEEVE

4" WATER MAIN:

CONNECT TO EXISTING

STA. 173+02, 59' RT

1 BACTERIOLOGICAL SAMPLE POINT

2-4" 45° VERT. BENDS

1-4" SOLID SLEEVE

4" WATER MAIN:

CONNECT TO EXISTING

STA. 173+02, 23' RT

1 BACTERIOLOGICAL SAMPLE POINT

2-12" 45° VERT. BENDS

1-12" SOLID SLEEVE

12" DIP WATER MAIN:

CONNECT TO EXISTING

STA. 177+13, 27' LT

2-12" 45° VERT. BENDS

1-12" SOLID SLEEVE

12" DIP WATER MAIN:

STA. 177+48, 27' LT

179+00 180+00 181+00 182+00 183+00 184+00

1" = 4' VERTICAL

1" = 40' HORIZONTAL

SCALE:

86 86

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BY DESCRIPTIONDATE BY DESCRIPTIONDATE

REVISIONS

Certificate of Authorization No. 7074

PE No. 70585

David K. Ledgerwood, PE p 407.971.8850

Oviedo, Florida 32765

3000 Dovera Drive, Suite 200

(+) 0.300%

CONSTRUCTION PROJECT NUMBER 20-096.01

THE EXISTING PROFILE IS BASED ON

EL. 99.08

{ CONST. TEXAS AVENUE

STA. 181+40.00

RESURFACING

BEGIN MILLING AND

END PROJECT

{ CONST. TEXAS AVENUE

STA. 183+71.69

END CONSTRUCTION

RESURFACING

END MILLING AND

WATER

W A

T E

S S

WATER

W A

T E

W A

T E

179 180 181 182 183 184

EXISTING GROUND

PROPOSED FIRE HYDRANT

PROFILE GRADE LINE

TO REMAIN

EXISTING 12" DIP WM TO REMAIN

EXISTING 12" DIP WM

WATER

0 10 40

Feet

{ CONST.

STA.181+40.00

END WIDENING

END MILLING AND RESURFACING

END PROJECT

TEXAS AVENUE

EXISTING R/W LINE

S-224

S-225

TO BE REMOVED

EXISTING FH

TO REMAIN

EXISTING 12" DIP WM

TO REMAIN

EXISTING 6" DIP WM

BOX TO FINISHED GRADE

ADJUST EXISTING 10" VALVE

EXISTING R/W LINE

TO REMAIN

EXISTING 10" WM

BOXES TO FINISHED GRADE

ADJUST EXISTING 6" VALVE

EXISTING R/W LINE

1-FIRE HYDRANT ASSEMBLY

6" GATE VALVE:

CONNECT TO EXISTING

STA. 179+93, 27' LT

SIDEWALK

METER AT THE BACK OF PROPOSED

EXTEND WATER SERVICE AND INSTALL

SIDEWALK

METER AT THE BACK OF PROPOSED

EXTEND WATER SERVICE AND INSTALL

1012+001011+001009+00 1010+001007+00 1008+0088

1" = 4' VERTICAL

1" = 40' HORIZONTAL

SCALE:

L I

U S

T M

E E

M A

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BY DESCRIPTIONDATE BY DESCRIPTIONDATE

REVISIONS

Certificate of Authorization No. 7074

PE No. 70585

David K. Ledgerwood, PE p 407.971.8850

Oviedo, Florida 32765

3000 Dovera Drive, Suite 200

SAN

WATER

(+) 0.300%

PGL RT

EL 97.80

STA. 1012+40.00

END PGL RT

EL 96.18

STA. 1007+00.00

BEGIN PGL RT

GWT

SHW

GWT

SHW

GWT

SHW

GWT

@ EDGE OF PAVT. RT.

EXIST. GROUND

WATER

1007 1008 1009 1010 1011 1012

N 0 10 40

Feet

AMERICANA BLVD.

S-157

EXISTING R/W LINE

} SURVEY AMERICANA BOULEVARD

STA. 1007+00.00

BEGIN CONSTRUCTION

S-158

18" RCP

117 LF OF

18" RCP

232 LF OF

} SURVEY AMERICANA BOULEVARD

TO REMAIN

EXISTING FIRE HYDRANT

TO REMAIN

EXISTING 8" DIP WM

TO REMAIN

EXISTING 16" DIP WM

TO REMAIN

EXISTING 16" DIP WM

TO REMAIN

EXISTING 8" VALVE

VALVE TO REMAIN

EXISTING 16" BUTTERFLY

PROPOSED R/W LINE

EXISTING EASEMENT

S-157S-158

18" PIPE

FL 92.20

18" PIPE

FL 92.00 TO REMAIN

EXISTING 16" DIP WMTO REMAIN

EXISTING 16" DIP WM

1015+00 1016+00 1017+00 1018+00 1019+0088

1" = 4' VERTICAL

1" = 40' HORIZONTAL

SCALE:

L I

U S

T M

E E

M A

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NO.

SHEET

PLAN & PROFILE

dledgerwood

BY DESCRIPTIONDATE BY DESCRIPTIONDATE

REVISIONS

Certificate of Authorization No. 7074

PE No. 70585

David K. Ledgerwood, PE p 407.971.8850

Oviedo, Florida 32765

3000 Dovera Drive, Suite 200

ELEC

WATER

GASGASGAS

10" PALM

S O

U T

S O

U T

GRASS MEDIAN

10 PARKING SPACES

1" METAL

2FT CONCRETE

BOLLARD

S T

H T

STOP

DO NOT DIG

L E

F T

24" PALM

10" PALM

8"8"

18"

18" 18"

18"

6" OAK

GRASS MEDIAN

BOC

CURB INLET

10 PARKING SPACES

(DOUBLE YELLOW LANE LINES)

15 PARKING SPACES

(DOUBLE YELLOW LANE LINES)

14 PARKING SPACES

1'X2' METAL COLUMN 20' PLAZA SIGN

H T

W A

T E

P C

T A . 10

1.7

P I

E L

(-) 0.600% (-) 0.409%

(MATCH EXISTING)

EL 96.53

STA. 1016+39.29

END PGL RTEL 97.58

STA. 1014+20

BEGIN PGL RT

SHW

GWT

@ EDGE OF PAVT. RT.

EXIST. GROUND

} SURVEY AMERICANA BOULEVARD

0 10 40

Feet

AMERICANA BLVD. } AMERICANA BOULEVARD

STA. 1016+66.07

END CONSTRUCTION

EXISTING R/W LINE

TO REMAIN

EXISTING 16" DIP WM

TO REMAIN

EXISTING 8" DIP WM

TO REMAIN

EXISTING 8" VALVE

TO REMAIN

EXISTING FIRE HYDRANT

TO REMAIN

EXISTING 16" DIP WM

(-) 0.600% (-) 0.409%

(MATCH EXISTING)

EL 96.53

STA. 1016+39.29

END PGL RTEL 97.58

STA. 1014+20

BEGIN PGL RT

@ EDGE OF PAVT. RT.

EXIST. GROUND

C O

E E

C T

R O

A L

L E

F .A .C

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STANDARD DETAILS

BY DESCRIPTIONDATE BY DESCRIPTIONDATE

REVISIONS

REQUIRED. CONTACT: OUC WATER CONSTRUCTION 407-649-4436.

FOR D.I. PIPE AND ANSI/AWWA C605 FOR PVC PIPE.

OF INSTALLATIONS. MOST CENTRAL FLORIDA UTILITY SUPPLY COMPANIES HAVE A COPY

AND IN NO WAY LIMITS OUC'S RIGHTS TO APPROVE OR DISAPPROVE PLANS, SPECIFICATIONS

GENERAL GUIDANCE IN THE PREPARATION OF CONSTRUCTION PLANS AND SPECIFICATIONS,

SPECIFICATION STANDARDS MANUAL. THE FOLLOWING INFORMATION IS TO PROVIDE

ADHERE TO THE REQUIREMENTS OUTLINED IN THE OUC WATER DISTRIBUTION'S

MATERIAL USED IN THE CONSTRUCTION OF THE WATER DISTRIBUTION SYSTEM SHALL

OF OUC'S SPECIFICATION STANDARDS MANUAL.

A PRE-CONSTRUCTION MEETING FOR THE INSTALLATION OF WATER FACILITIES IS

62-555 "PERMITTING AND CONSTRUCTION OF PUBLIC WATER SYSTEMS."

REQUIREMENTS OF THE DEPARTMENT OF ENVIRONMENTAL PROTECTION - CHAPTER

CROSS CONNECTION CONTROL SHALL BE IN ACCORDANCE WITH RULES AND

EXCEED THE REQUIREMENTS SET FORTH IN ANSI/AWWA STANDARDS C651.

CONSTRUCTION OF PUBLIC WATER SYSTEMS." THE PROCEDURE WILL MEET AND

DEPARTMENT OF ENVIRONMENTAL REGULATION - CHAPTER 62-555 "PERMITTING AND

THE DISINFECTION OF WATER MAINS SHALL BE IN COMPLIANCE WITH "RULES OF THE

ALL HYDROSTATIC TESTING SHALL BE IN ACCORDANCE WITH ANSI/AWWA C600

UTILITIES COMMISSION SPECIFICATIONS FOR MATERIAL, INSTALLATION, AND DISINFECTION.

ALL CONSTRUCTION OF THE WATER DISTRIBUTION SYSTEM SHALL MEET CURRENT ORLANDO

CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED.

ANY DELAY OR INCONVENIENCE OF THE VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE

UNDERGROUND UTILITY, WHETHER SHOWN ON THESE PLANS OR FIELD LOCATED.

SAID UTILITY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING AN

TEMPORARY DISRUPTION OF SERVICE, OR CLARIFICATION OF ACTIVITY REGARDING

UTILITY COMPANIES TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATION,

EXISTING UTILITIES PRIOR TO CONSTRUCTION, AND FOR NOTIFYING THE VARIOUS

THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND VERIFYING ALL

ALL REQUIRED PERMITS ARE IN-HAND BEFORE BEGINNING ANY CONSTRUCTION.

IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR TO ENSURE THAT

A SERVICE MATERIAL FOR AND 1" SHALL INCLUDE SOFT ANNEALED TYPE-K

SPECIAL NOTICE: OUC SPECIFICATIONS OFTEN ADD TO THE MANUFACTURER'S

ANSI/AWWA STANDARD C509 OR LATEST REVISION. ALL VALVES 16" AND LARGER

WITH EPOXY COATING INTERNALLY/EXTERNALLY AND CONFORM TO

6. ALL VALVES 4" THROUGH 12" SHALL BE RESILIENT SEAT/WEDGE GATE VALVES

5. FIRE HYDRANTS SHALL BE TRAFFIC DRY BARREL TYPE AND MEET OUC SPECIFICATIONS.

PADLOCK WINGS MUST BE INCLUDED ON EACH CURB STOP OR BALL

FLANGE) WITH SLOTTED HOLES ON THE FLANGE FACE ARE REQUIRED.

ACCOMMODATE 1 1/2" OR 2" METERS, 2" BALL ANGLE METER VALVES (CTS X

INSTALLATION OF 2" SERVICES REQUIRE SERVICE CLAMPS AND TO

PIPE TAPPING ON DUCTILE IRON PIPE OR WITH SERVICE CLAMPS ON PVC PIPE.

THREADING IS REQUIRED ON ALL 1" CORPORATION STOPS USED WITH DIRECT

FLARED FITTINGS ARE ACCEPTABLE UNDER CONTROLLED CONDITIONS. AN AWWA (CC)

SHALL BE BRASS COMPRESSION FITTINGS IN ACCORDANCE W/AWWA C800.

SERVICE MATERIAL (CORP. STOPS, CURB STOPS, ETC.) FOR 1", AND 2" SERVICES

METER VALVE.

COPPER TUBING.

OUC WATER DISTRIBUTION STANDARDS AND SPECIFICATIONS

SPECIFICATIONS. IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT:

(407) 244-8786 OR VISIT OUR WEB SITE AT: http//www.ouc.com/vendor

GENERAL SPECIFICATIONS

GENERAL MATERIAL SPECIFICATIONS

SERVICE LINE DETAILS

WATER MAIN

CORPORATION STOP

COMPRESSION

TYPE "K" 1" COPPER TUBING

5/8" OR 1"

WATER METER

METER BOX

CURB STOP

COMPRESSION

TYPICAL 1" LONG SERVICE

TYPICAL 2" NEW LONG SERVICE

REDUCER

F L

O W

TEE

"A"

FITTING

SIZE-" TEE "A" REDUCER "B"

4 x 4

6 x 4

6 x 6

8 x 4

10 x 4

10 x 8

10 x 10

12 x 4

12 x 6

12 x 8

12 x 10

12 x 12

16 x 6

16 x 8

16 x 10

16 x 12

16 x 16

20 x 6

20 x 8

20 x 10

20 x 12

20 x 16

20 x 20

24 x 6

24 x 8

24 x 10

24 x 12

24 x 16

24 x 20

24 x 24

8 x 6

8 x 8

10 x 6

RESTRAINT FOR BEND

MINIMUM TOTAL LENGTH OF

FOR PLUG OR CAP

MINIMUM TOTAL LENGTH OF RESTRAINT

"C"

CAP

"C"

MINIMUM FOOTAGE OF PIPE TO BE RESTRAINED.

RESTRAINT "C" (LF)

FITTING

11-1/4"

22-1/2"

VALVE/PLUG/CAP

4" 6" 10" 12" 16" 20" 24" 30" 36"

3 4 4 5 5 6 7 9

6 8 9 11 11 13 15 18

12 16 19 22 22 26 31 36

29 38 46 53 53 64 74 88

61 80 96 113 112 136 159 191

221'

101'

42'

20'

10'

NOTES:

1. ALL FITTINGS SHALL HAVE APPROPRIATE MECHANICAL THRUST RESTRAINT (WEDGE-

ACTION OR FULL CIRCUMFERENCE ARTICULTING WEDGE, EQUAL TO 1100

SERIES MEGALUG OR STAR-GRIP)

2. ALL COMPONENTS OF RESTRAINING MECHANISMS FOR PUSH-ON OR MECHANICAL

JOINTS SHALL BE OF CORROSION RESISTANT MATERIAL OR SUITABLY PROTECTED

AGAINST CORROSION.

3. THE PIPE LENGTHS IMMEDIATELY ON EITHER SIDE OF A FITTING SHALL BE ADEQUATELY

TIED TOGETHER USING PROPRIETARY LOCKING GASKETS SUCH AS FIELD LOC OR

FAST GRIP GASKETS.

4. INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL TO OR GREATER THAN

SHOWN IN THE TABLE.

5. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING WHICH YIELDS GREATEST

LENGTH RESTRAINED PIPE. ALL ROAD CROSSINGS SHALL BE RESTRAINED AT EACH JOINT.

6. THROUGH RUN OF TEES OUTSIDE LIMITS OF RESTRAINED JOINTS FROM

OTHER FITTINGS NEED NOT BE RESTRAINED UNLESS OTHERWISE INDICATED.

7. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE

WITH THE PROCEDURE OUTLINED IN "THRUST RESTRAINT DESIGN FOR

DUCTILE IRON PIPE" FOURTH EDITION 1997 AS PUBLISHED BY DIP,

THE MAXIMUM TEST PRESSURE IS 150 PI

THE LAYING CONDITION IS TYPE 2 (BACKFILL COMPACTED TO TOP OF PIPE)

DIP SILT #1

ALL BENDS ARE INSTALLED HORIZONTALLY

THE PIPE IS DUCTILE IRON PIPE

DEPTH OF COVER IS ASSUMED TO BE 3 FEET FOR 12" AND SMALLER WATER MAINS

DEPTH OF COVER IS ASSUMED TO BE 4 FEET FOR 16" AND LARGER WATER MAINS

NONE OF THE PIPE IS POLYWRAPPED.

2. ALL PIPE FITTINGS 4" UP TO 30" SHALL BE CEMENT OR EPOXY LINED (CLASS 350)

AWWA CI53 "COMPACT" DUCTILE IRON, WITH MECHANICAL JOINT ENDS. ALL PIPE FITTINGS

30" OR LARGER SHALL BE CEMENT LINED (CLASS 250) DUCTILE IRON, WITH MECHANICAL

RESTRAINED JOINT STANDARDS

CONTACT O.U.C. FOR SPECIAL RESTRAINT DETAILS FOR WORK ON EXISTING PIPING.

ADJUSTABLE VALVE BOX

(SEE VALVE SETTING DETAIL)

2" BALL ANGLE METER VALVE UNION (CTS x FLANGED)

TYPICAL 2" NEW SHORT SERVICE

1-1\2 OR 2" METER

COPPER SERVICE LINE

2" TYPE-K HARD

(CTS x CTS)

METER BOX

W/SLOTTED HOLES, PADLOCK WING

WATER MAIN

SERVICE

CLAMP

VALVE (FIPT x FIPT)

2" GATE SCREW

MAXIMUM ALLOWABLE LEAKAGE

PIPE SIZE

NOTE: 150 PSI TESTING, 2 HOUR LEAKAGE TESTS;

GALLONS

10"

12"

16"

20"

24"

30"

36"

42"

48"

0.42

0.72

1.10

1.48

1.84

2.20

2.94

3.68

4.42

5.52

6.62

7.73

8.83

MAXIMUM LEAKAGE ALLOWED PER 1000 LF OF PIPE.

FINISH GRADE

WATER MAIN

2" GATE VALVE W/BOX

2" BRASS NIPPLE 2" (SCH 80) PVC

(FIPT x SLIP JOINT)

RESTRAINED JOINT

COUPLING

2" RESTRAINED JOINT (SDR 17/CLASS 250

2" (SCH 80) PVC

SLIP JOINT ELL-GLUED

2" (SCH 80) PVC

2" (SCH 80)

2" BALL METER VALVE

W/SLOTTED HOLES,

2" (SCH 80) PVC

METER BOX

SERVICE CLAMP

ADJUSTABLE VALVE BOX

(SEE VALVE SETTING DETAIL)

DIRECT TAP

SERVICE CLAMP

PIPE

* ABSTESTOS CEMENT, STEEL,

GALVANIZED IRON PIPE, PVC, ETC.

DT DIRECT TAP MAY BE ALLOWED

SC SERVICE CLAMP IS REQUIRED

NA NOT ALLOWED

LEGEND

ALL REQUIRE A SERVICE SADDLE.

TAPPING FOR 1" CORP. STOP, & 2" GATE VALVE

WATER MAIN

1" TYPE "K"

COPPER TUBING

DUCTILE IRON WATER MAIN

SERVICE CLAMP

PVC WATER MAIN

SIZE CORPORATION TAP SIZE

D.I.

PVC

12"

10"

4" C-900

2"-SDR21

1" 2"

PVC PIPE (IPS O.D.)

B SERVICE MATERIAL FOR 2" SHORT SIDE SERVICES SHALL INCLUDE 2" CTS TYPE-K

C SERVICE MATERIAL FOR 2" LONG SIDE SERVICES SHALL INCLUDE 2" RESTRAINED

JOINT (SDR 17/CLASS 250) PVC PIPE (IPS-O.D.).

PER TWO (2) HOUR

HARD COPPER PIPE.

COUPLING-GLUED

PVC PIPE STUB

PADLOCK WINGS

3. METER SHOULD BE ON THE CUSTOMER SIDE OF THE RIGHT-OF-WAY

NO FURTHER THAN 2' BEYOND RIGHT-OF-WAY LINE AND ALWAYS

ALONG THE BACK SIDE OF CONC. SIDEWALK.

FINISH GRADE

CONC. S/W

MEGALUGS

MEGALUG

MEGALUGS

PIPE

D.I.

1. O.U.C. SHALL FURNISH/INSTALL ALL WATER METERS.

2. O.U.C. SHALL FURNISH METER BOXES, DEVELOPER'S CONTRACTOR TO INSTALL.

2' (MAX)

CUT "W"

ON CURB

2' (MAX)

ON CURB

CUT "W"

CUT "W" ON CURB

2' (MAX)

D.I. PIPE RESTRAINT - (LF)

MEGALUGS

U M

L E N

R E S

T F O R

B E N

16 x 4 14 104

20 x 4 8 129

1-1\2 OR 2" METER

MINIMUM FOOTAGE OF PIPE TO BE RESTRAINED.

THE TYPICAL O.U.C. DISTRIBUTION SYSTEM PIPE SIZES AND MATERIAL USED ARE:

TWO INCH (2") WATER MAINS SHALL BE ASTM 2241 CLASS 200 SDR21 POLYVINYL

CHLORIDE (PVC) PIPE.

FOUR INCH (4") WATER MAINS SHALL BE EITHER PRESSURE CLASS 350 DUCTILE

IRON (D.I.) IN ACCORDANCE WITH ANSI/AWWA CI50/A21.50-96 AND

SIX INCH (6") THROUGH TWENTY FOUR INCH (24") WATER MAINS SHALL BE

PRESSURE CLASS 350 D.I. PIPE IN ACCORDANCE WITH ANSI/AWWA

THIRTY INCH (30") AND LARGER WATER MAINS SHALL BE PRESSURE CLASS

250 D.I. PIPE IN ACCORDANCE WITH ANSI/AWWA C150/A21.50 AND

NOTE:

1. THE USE OF 2" AND/OR 4" PVC PIPE MUST BE APPROVED BY O.U.C.

WATER ENGINEERING.

2. PVC PIPE MUST BE BLUE IN COLOR OR HAVING CONTINUOUS BLUE MARKINGS

TO CONFORM TO AWWA COLORS WITH NSF LOGO FOR POTABLE WATER USE.

WITH THE FOLLOWING ASSUMPTIONS:

BLOW OFF DETAILS

ANSI/AWWA C151/A21.51 OR, AS CONDITIONS WARRANT, C900 SDR18

CLASS 150 PVC PIPE.

C150/A21.50 AND ANSI/AWWA C151/A21.51.

ANSI/AWWA C151/A21.51.

D.I.

PIPE VALVE

INLINE VALVE RESTRAINT

MINIMUM TOTAL LENGTH OF RESTRAINT

FOR PLUG OR CAP

"C"

(TREAT AS PLUG OR CAP IN BOTH DIRECTIONS)

M.J. x M.J.

TOP ACCESS (FOR TESTING AND MAINTENANCE), INSTALLED, OWNED

CERTAIN THAT THE APPROPRIATE BACKFLOW DEVICE HAS BEEN INSTALLED ON THE

BE CONDUCTED BY A REPRESENTATIVE OF THE RECLAIM WATER PROVIDER TO MAKE

PRIOR TO ANY RECLAIM WATER SERVICE INSTALLATION, INSPECTION AND TESTING WILL

DOMESTIC WATER SERVICE.

DOUBLE CHECK VALVE ASSEMBLY BACKFLOW PREVENTER WITH

POTABLE WATER SYSTEM MUST BE PROTECTED BY AN APPROVED

WHERE RECLAIM WATER IS PROVIDED TO A PROPERTY, O.U.C.'S

HAVING RECLAIM WATER SERVICE.

SPECIAL NOTICE:

PROCEDURES FOR AN O.U.C. SINGLE FAMILY HOME

2 x 4 PAINTED BLUE ON TOP

SERVICE LINE/CURB STOP

TO SHOW LOCATION OF BURIED

36" (TYP.)

12" (TYP.)

BURIED WATER LINE

WARNING TAPE

CONTINUOUS BLUE INSULATED

10 GAUGE OR LARGER COPPER WIRE

(REFER TO GENERAL MATERIAL SPECIFICATIONS FOR LIMITATIONS ON USE)

PVC PIPE DETAIL

PVC PIPE

AND MAINTAINED BY OUC.

BACKFLOW PREVENTER.

NO CONNECTIONS ARE ALLOWED BETWEEN THE METER AND THE

2" BRASS

NIPPLE

2" STRAIGHT COUPLING

(COMP. x MIPT)

THE RECLAIMED WATER MAIN SHALL BE ON THE OPPOSITE SIDE OF THE STREET

FROM THE POTABLE WATER MAIN WHERE PRACTICAL. IF IT IS NOT PRACTICAL,

THE RECLAIMED WATER MAIN SHALL BE INSTALLED AT A MINIMUM HORIZONTAL

DISTANCE OF 3 FEET (EDGE TO EDGE) FROM THE POTABLE WATER MAIN.

RECLAIMED WATER MAINS SHALL BE BELOW POTABLE WATER MAINS WITH A

MINIMUM VERTICAL SEPARATION OF 12".

(SEE RESTRAINED JOINT STANDARDS)

RESTRAINT REQUIRED FOR INLINE VALVES

MEGALUGS

VALVE SETTING

SET WITHIN CURB

NO VALVE SHALL BE

NOTE:

FINISH GRADE

SET VALVE BOX PLUMB

CENTERED ON VALVE

(SLIDING TYPE ONLY)

ADJUSTABLE VALVE BOX

(CAST IRON TOP AND BOTTOM)

(5 1/4" SHAFT)

8. FOR PVC PIPE (4") MULTIPLY THE DUCTILE IRON FOOTAGE BY 1.1.

DUCTILE IRON PIPE

GALLONS

PER TWO (2) HOUR

PVC PIPE

N/A

0.65

0.38

DUCTILE IRON PIPE PVC PIPE

REDUCER "B"

10 x 2

4 x 2

8 x 2

6 x 2

FITTING

SIZE-"

TEE "A"

2" PVC - PIPE RESTRAINT (LF)

2 x 2

USE LARGE

PIPE DEAD-

END/PLUG/

THE MINIMUM SEPARATION REQUIREMENTS FROM SANITARY FORCE MAINS,

AT LEAST A 6' HORIZONTAL AND AN 12" VERTICAL SEPARATION AT CROSSINGS,

MUST BE OBSERVED WITH NO STANDARD MITIGATION ALLOWED.

PROVISIONS ARE REQUIRED TO PROTECT EXISTING ACTIVE WATER MAINS FROM

BACKFLOW CONTAMINATION DURING FILLING, FLUSHING, TESTING, AND MAINTAINING

A PRESSURE IN THE NEW PIPING UNTIL A FDEP LETTER OF CLEARANCE IS

OBTAINED.

CAP FOOTAGE

BLOW-OFF SHALL BE

DIRECTED TO PROVIDE

(SEE VALVE SETTING DETAIL)

SIZE FOR SIZE OF THE NEWLY INSTALLED MAIN UP TO 12".

1. TEMPORARY BLOW-OFFS WILL BE INSTALLED

2. M.J. PLUG/CAP SHALL BE INSTALLED WHERE APPLICABLE.

M.J. GATE

MEGALUGS

TEMPORARY BLOW OFF (4" THROUGH 12") FOR CONSTRUCTION PURPOSE

MECHANICAL THRUST RESTRAINT

DUCTILE IRON WATER MAIN W/

NOTE:

ADJUSTABLE VALVE BOX

FINISH GRADE

VALVE

BEND

MEGALUGS

FLOW

D.I. PIPE STUB

MEGALUGS

PROPER DRAINAGE

NOTE:

BEND

D.I. PIPE

2" PVC DEAD END WITH PERMANENT BLOW OFF

4" PVC CAP

2" PVC MAIN

NOTE: ALL FITTINGS ARE SCHEDULE 80 PVC.

CONTINUOUS BLUE

CLASS 200 DR21

INSULATED 10 GAUGE

COPPER WIRE

GLUE LAST 3 JOINTS OR ALL IF SHORTER.

4" PVC STUB

2" GATE VALVE

NO GLUE

FINISH GRADE

WIRE FOR DIRECT

CONNECT LOCATING

2" FIPT x GLUE COUPLING

WITH 2" BRASS PLUG

2" PVC ELL-GLUED

2" SCH 80 PVC PIPE

METER BOX

PERMANENT BLOW OFF (4" AND LARGER)

DUCTILE IRON WATER MAIN W/

MECHANICAL THRUST RESTRAINT

THIS IS A DEAD END BLOW-OFF,

NOT A "DISINFECTION/CHLORINATION" BLOW-OFF.

NOTE:

BRASS

MEGALUG

FINISH GRADE

4" PVC CAP

NO GLUE

4" PVC

2" GATE VALVE

2" PVC ELL-GLUED

M.J. CAP

METER BOX

2" SCH 80 PVC PIPE

ALL OUC WATER DISTRIBUTION SYSTEM PIPE SHALL HAVE A MINIMUM OF THIRTY-SIX

(36) INCHES OF COVER, UNLESS OTHERWISE DIRECTED BY THE OUC PROJECT ENGINEER

OR THEIR REPRESENTATIVE.

INSTALL ON ALL DEAD ENDS UNLESS OTHERWISE NOTED.

INSTALL ON ALL…

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