Gravity_RR_Pkg_3_-_Bid_Drawings_S&S.pdf

PDF 23 MB Posted Mar 17, 2022

Attached to: Utilities Gravity Replacement Package 3
Solicitation number: Y22-783-TA
Issued by: Orange County, Orlando City, Florida

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TOLL

FLORIDAS

TURNPIKE

FLORIDAS

TURNPIKE

FLORIDAS

TURNPIKE

TOLL

FLORIDAS

TURNPIKE

LOCATION 4

LOCATION 3

LOCATION 2

LOCATION 1

Wednesday, December 29, 2021 3:27:34 PM F:\CIVIL\PROJECTS\2017\2017-29 OCU Continuing Engineering\17-29.6 RR Gravity Pkg 3\5.0 Drawings\2017-29-06 RR Gravity Pkg 3 G-100.dwg

PREPARED BY:

LOCATION 1 : BALBOA DRIVE & SANTA ANITA STREET

LOCATION 2 : SILVER STAR ROAD

LOCATION 3 : SUMMIT CENTRE WAY

LOCATION 4 : LAKE UNDERHILL ROAD

JANUARY 2022 - BID SET

JANUARY 2022

ENGINEER OF RECORD

FLORIDA REGISTRATION No.

77581

JEREMY PAUL JARDELL, P.E.

ATTENTION IS DIRECTED TO THE FACT THAT THESE

PLANS MAY HAVE BEEN REDUCED IN SIZE BY

REPRODUCTION. THIS MUST BE CONSIDERED WHEN

OBTAINING SCALED DATA. DIMENSION INFORMATION

SHOULD NOT BE OBTAINED BY SCALING THE PLANS.

CALL 48 HOURS

BEFORE YOU DIG

IT'S THE LAW!

DIAL 811

SUNSHINE STATE ONE CALL OF FLORIDA, INC.

Know what's below.

Call before you dig.

ORANGE COUNTY UTILITIES

9150 CURRY FORD ROAD

ORLANDO, FLORIDA 32825

UTILITIES DIRECTOR: ED TORRES, M.S., P.E., LEED AP

COUNTY ADMINISTRATOR: BYRON W. BROOKS, A.I.C.P.

DISTRICT 6: COMMISSIONER VICTORIA P. SIPLIN

DISTRICT 5: COMMISSIONER EMILY BONILLA

DISTRICT 4: COMMISSIONER MARIBEL GOMEZ CORDERO

DISTRICT 3: COMMISSIONER MAYRA URIBE

DISTRICT 2: COMMISSIONER CHRISTINE MOORE

DISTRICT 1: COMMISSIONER NICOLE H. WILSON

BOARD OF COUNTY COMMISSIONERS

JERRY L. DEMINGS

ORANGE COUNTY MAYOR

VICINITY MAP

N.T.S

OSCEOLA COUNTY

SEMINOLE COUNTY

LAKE COUNTY

L A

K E

N T

GRAVITY R/R

REPLACEMENT PACKAGE 3

PROJECT LOCATION TABLE

T H

F F

I C

I A

E C

O R

H I S

H E

L E

C T

R O

I G

I T

A L

N E

L E

N D

U L

ORANGE COUNTY UTILITIES

9150 CURRY FORD ROAD

ORLANDO, FLORIDA 32825

LINE IS 1 INCH

AT FULL SIZE = 34 x 22

(IF NOT SCALE ACCORDINGLY)

No. REVISIONS BY DATE

PROJECT DATE:

DRAWN BY:

CHECKED BY:

DRAWING FILE:

PROJECT No.:

SCALE:

DRAWING No.

SHEET

___ OF ___

AS NOTED SEE MARGIN

Wednesday, December 29, 2021 3:26:27 PM F:\CIVIL\PROJECTS\2017\2017-29 OCU Continuing Engineering\17-29.6 RR Gravity Pkg 3\5.0 Drawings\2017-29-06 RR Gravity Pkg 3 G-100A.dwg

BID SET 1-7-2022JPJ

DESIGN ENGINEER

FLORIDA REGISTRATION No.

77581

JEREMY PAUL JARDELL, P.E.

SIGNATURE SHEET

G-100A

2017-29-06

JAN 2022

JPJ

JED

GJH

JANUARY 2022 - BID SET

GRAVITY R/R REPLACEMENT PACKAGE 3

P R

F E S S I O NA L E NG

I N E

E R

F L O R I D A

L I C E NS E

No 77581

STATE OF

MY PAUL JARDELL

THIS DOCUMENT HAS BEEN DIGITALLY

SIGNED AND SEALED BY:

PRINTED COPIES OF THIS DOCUMENT ARE NOT

CONSIDERED SIGNED AND SEALED.

THE SIGNATURE MUST BE VERIFIED ON THE

ELECTRONIC DOCUMENTS.

JEREMY PAUL JARDELL, PE No 77581

BARNES, FERLAND AND ASSOCIATES, INC.

1230 HILLCREST STREET, SUITE. 100

ORLANDO, FL 32803

ENGINEERING REGISTRY No 6899

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

SHEET NO. SHEET DESCRIPTION

P R

F E S S I O NA L E NG

I N E

E R

F L O R I D A

L I C E NS E

No 69221

STATE OF

TON J . PLETZER

THIS DOCUMENT HAS BEEN DIGITALLY

SIGNED AND SEALED BY:

PRINTED COPIES OF THIS DOCUMENT ARE NOT

CONSIDERED SIGNED AND SEALED.

THE SIGNATURE MUST BE VERIFIED ON THE

ELECTRONIC DOCUMENTS.

CLINTON J. PLETZER, P.E.

AVCON, INC.

5555 E. MICHIGAN STREET, SUITE 200

ORLANDO, FL 32822

ENGINEERING REGISTRY No 5057

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

SHEET NO. SHEET DESCRIPTION

1 COVER SHEET

2 SIGNATURE SHEET

3 LOCATION MAP AND INDEX OF DRAWINGS

LEGEND, ABBREVIATIONS AND UTILITY OWNER CONTACTS

5 GENERAL NOTES

6 SUMMARY OF QUANTITIES

7 TOPOGRAPHICAL SURVEY

8 TOPOGRAPHICAL SURVEY

9 TOPOGRAPHICAL SURVEY

10 TOPOGRAPHICAL SURVEY

11 TOPOGRAPHICAL SURVEY

12 TOPOGRAPHICAL SURVEY

13 LOCATION 1 BALBOA DR & SANTA ANITA ST PLAN AND PROFILE

14 LOCATION 1 BALBOA DR & SANTA ANITA ST PLAN AND PROFILE

15 LOCATION 2 SILVER STAR RD PLAN AND PROFILE

16 LOCATION 3 SUMMIT CENTRE WAY PLAN AND PROFILE

17 LOCATION 3 SUMMIT CENTRE WAY PLAN

LOCATION 3 SUMMIT CENTRE WAY PHASE 1A,1B GENERAL WORK ZONE

19 LOCATION 3 SUMMIT CENTRE WAY PHASE 2 GENERAL WORK ZONE

20 LOCATION 4 LAKE UNDERHILL RD PLAN AND PROFILE

21 LOCATION 4 LAKE UNDERHILL RD PLAN AND PROFILE

22 LOCATION 4 LAKE UNDERHILL RD PLAN AND PROFILE

23 LOCATION 4 LAKE UNDERHILL RD PLAN AND PROFILE

24 LOCATION 4 LAKE UNDERHILL RD PLAN AND PROFILE

25 CONSTRUCTION DETAILS

26 CONSTRUCTION DETAILS

27 CONSTRUCTION DETAILS

28 CONSTRUCTION DETAILS

29 CONSTRUCTION DETAILS

30 CONSTRUCTION DETAILS

31 LOCATION 1 BALBOA DR COORDINATE ASSET TABLES

32 LOCATION 2 SILVER STAR RD COORDINATE ASSET TABLES

33 LOCATION 3 SUMMIT CENTRE WAY COORDINATE ASSET TABLES

34 LOCATION 4 LAKE UNDERHILL RD COORDINATE ASSET TABLES

MAINTENANCE OF TRAFFIC (MOT) NOTES

36 LOCATION 2 SILVER STAR ROAD FULL EASTBOUND LANE CLOSURE AND DETOUR

37 LOCATION 2 SILVER STAR ROAD FULL EASTBOUND LANE CLOSURE

38 LOCATION 2 SILVER STAR ROAD FULL EASTBOUND LANE CLOSURE

39 LOCATION 2 SILVER STAR ROAD FULL EASTBOUND LANE CLOSURE

40 LOCATION 2 SILVER STAR ROAD PORTABLE CHANGEABLE MESSAGE SIGN WORK SHEETS

41 LOCATION 4 LAKE UNDERHILL ROAD CONCEPTUAL MOT PHASING OVERVIEW

42 LOCATION 4 LAKE UNDERHILL ROAD CONCEPTUAL MOT TYPICAL SECTION

2 SIGNATURE SHEET

TOLL

FLORIDAS

TURNPIKE

FLORIDAS

TURNPIKE

FLORIDAS

TURNPIKE

TOLL

FLORIDAS

TURNPIKE

LOCATION 4

LOCATION 3

LOCATION 2

LOCATION 1

ORANGE COUNTY UTILITIES

9150 CURRY FORD ROAD

ORLANDO, FLORIDA 32825

LINE IS 1 INCH

AT FULL SIZE = 34 x 22

(IF NOT SCALE ACCORDINGLY)

No. REVISIONS BY DATE

PROJECT DATE:

DRAWN BY:

CHECKED BY:

DRAWING FILE:

PROJECT No.:

SCALE:

DRAWING No.

SHEET

___ OF ___

AS NOTED SEE MARGIN

Wednesday, December 29, 2021 3:26:27 PM F:\CIVIL\PROJECTS\2017\2017-29 OCU Continuing Engineering\17-29.6 RR Gravity Pkg 3\5.0 Drawings\2017-29-06 RR Gravity Pkg 3 G-101.dwg

BID SET 1-7-2022JPJ

DESIGN ENGINEER

FLORIDA REGISTRATION No.

77581

JEREMY PAUL JARDELL, P.E.

T H

F F

I C

I A

E C

O R

C T

R O

I G

I T

A L

N E

L E

N D

LOCATION MAP AND INDEX OF DRAWINGS

G-101

2017-29-06

JAN 2022

JPJ

JED

GJH

JANUARY 2022 - BID SET

GRAVITY R/R REPLACEMENT PACKAGE 3

INDEX OF DRAWINGS

SHT No DWG No Sheet Title

1 G-100 COVER SHEET

2 G-100A SIGNATURE SHEET

3 G-101 LOCATION MAP AND INDEX OF DRAWINGS

4 G-102

LEGEND, ABBREVIATIONS AND UTILITY OWNER CONTACTS

5 G-103 GENERAL NOTES

6 G-104 SUMMARY OF QUANTITIES

7 V-100 TOPOGRAPHICAL SURVEY

8 V-200 TOPOGRAPHICAL SURVEY

9 V-300 TOPOGRAPHICAL SURVEY

10 V-400 TOPOGRAPHICAL SURVEY

11 V-401 TOPOGRAPHICAL SURVEY

12 V-402 TOPOGRAPHICAL SURVEY

13 C-100 LOCATION 1 BALBOA DR & SANTA ANITA ST PLAN AND PROFILE

14 C-101 LOCATION 1 BALBOA DR & SANTA ANITA ST PLAN AND PROFILE

15 C-200 LOCATION 2 SILVER STAR RD PLAN AND PROFILE

16 C-300 LOCATION 3 SUMMIT CENTRE WAY PLAN AND PROFILE

17 C-300 A LOCATION 3 SUMMIT CENTRE WAY PLAN

18 C-301

LOCATION 3 SUMMIT CENTRE WAY PHASE 1A,1B GENERAL WORK ZONE

19 C-302 LOCATION 3 SUMMIT CENTRE WAY PHASE 2 GENERAL WORK ZONE

20 C-400 LOCATION 4 LAKE UNDERHILL RD PLAN AND PROFILE

21 C-401 LOCATION 4 LAKE UNDERHILL RD PLAN AND PROFILE

22 C-402 LOCATION 4 LAKE UNDERHILL RD PLAN AND PROFILE

23 C-403 LOCATION 4 LAKE UNDERHILL RD PLAN AND PROFILE

24 C-404 LOCATION 4 LAKE UNDERHILL RD PLAN AND PROFILE

25 D-100 CONSTRUCTION DETAILS

26 D-101 CONSTRUCTION DETAILS

27 D-102 CONSTRUCTION DETAILS

28 D-103 CONSTRUCTION DETAILS

29 D-104 CONSTRUCTION DETAILS

30 D-105 CONSTRUCTION DETAILS

31 X-100 LOCATION 1 BALBOA DR COORDINATE ASSET TABLES

32 X-200 LOCATION 2 SILVER STAR RD COORDINATE ASSET TABLES

33 X-300 LOCATION 3 SUMMIT CENTRE WAY COORDINATE ASSET TABLES

34 X-400 LOCATION 4 LAKE UNDERHILL RD COORDINATE ASSET TABLES

35 MOT-1

MAINTENANCE OF TRAFFIC (MOT) NOTES

36 MOT-2 LOCATION 2 SILVER STAR ROAD FULL EASTBOUND LANE CLOSURE AND DETOUR

37 MOT-3 LOCATION 2 SILVER STAR ROAD FULL EASTBOUND LANE CLOSURE

38 MOT-4 LOCATION 2 SILVER STAR ROAD FULL EASTBOUND LANE CLOSURE

39 MOT-5 LOCATION 2 SILVER STAR ROAD FULL EASTBOUND LANE CLOSURE

40 MOT-6 LOCATION 2 SILVER STAR ROAD PORTABLE CHANGEABLE MESSAGE SIGN WORK SHEETS

41 MOT-7 LOCATION 4 LAKE UNDERHILL ROAD CONCEPTUAL MOT PHASING OVERVIEW

42 MOT-8 LOCATION 4 LAKE UNDERHILL ROAD CONCEPTUAL MOT TYPICAL SECTION

PROJECT

AREA

LOCATION 1 - BALBOA DR & SANTA ANITA ST - SA 3000

ADDRESS:

5008 BALBOA DR

ORLANDO, FL 32808

LOCATION 4 - LAKE UNDERHILL RD - SA 3675

ADDRESS:

LAKE UNDERHILL RD

& LEXINGDALE DR

ORLANDO, FL 32828

LOCATION 3 - SUMMIT CENTRE WAY - SA 3412

ADDRESS:

8601 SUMMIT CENTRE WAY

ORLANDO, FL 32810

LOCATION 2 - SILVER STAR RD - SA 3006

ADDRESS:

5120 SILVER STAR RD

ORLANDO, FL 32808

PROJECT

AREA

PROJECT

AREA

PROJECT

AREA

OSCEOLA COUNTY

SEMINOLE COUNTY

LAKE COUNTY

L A

N T

NOTE: CITY OF MAITLAND RIGHT-OF-WAYNOTE: FDOT RIGHT-OF-WAY

REF:NNNNN REFERENCE MADE TO AN APPLICABLE

SECTION(S) OF THE TECHNICAL

SPECIFICATIONS FOR THIS PROJECT.

UTILITY PIPE DESIGNATION

CI/ASCE 3802 SUBSURFACE UTILITY QUALITY LEVEL INDEX

1. QUALITY LEVEL A (QLA): UTILITY INFORMATION WHICH HAS BEEN VISUALLY VERIFIED, SURVEY LOCATED

(BOTH HORIZONTALLY AND VERTICALLY) AND ACCURATELY REDUCED ONTO THE DRAWINGS. THIS IS

TYPICALLY SHOWN AS A HV VERIFICATION EXCAVATION HOLE.

2. QUALITY LEVEL B (QLB): UTILITY INFORMATION DERIVED BY MARKING THE APPROXIMATE SURFACE

HORIZONTAL LOCATION OF UTILITY USING ELECTRONIC METHODS BY THE UTILITY OWNER. MARKINGS BY

UTILITY OWNERS ARE ASSUMED TO BE LOCATED BY ELECTRONIC METHODS AND SEPARATE LOCATES

WILL NOT BE PERFORMED BY THE ENGINEER. MARKING IS SUBSEQUENTLY FIELD SURVEY LOCATED AND

ACCURATELY REDUCED ONTO THE DRAWINGS.

3. QUALITY LEVEL C (QLC): UTILITY INFORMATION OBTAINED AS BELOW FOR QUALITY LEVEL D, PLOTTED TO

CORRELATE WITH SURFACE UTILITY FEATURES WHICH HAVE BEEN FIELD VERIFIED, SURVEY LOCATED

AND ACCURATELY REDUCED ONTO THE DRAWINGS. INCLUDED IN THIS CATEGORY ARE AERIAL UTILITY

INFORMATION AND UTILITY DEPICTIONS, WHICH IN THE PROFESSIONAL OPINION OF THE SUBSURFACE

UTILITY ENGINEER, REPRESENT THE MOST PROBABLE APPROXIMATE HORIZONTAL LOCATION, TYPE AND /

OR EXISTENCE OF A UTILITY.

4. QUALITY LEVEL D (QLD): UTILITY INFORMATION PLOTTED ON THE DRAWING BASED SOLELY ON RECORD

INFORMATION, INDIVIDUAL RECOLLECTIONS OR THE EXISTENCE OF UTILITY SERVICE. IT SHALL BE NOTED

THAT ALL INFORMATION SHOWN (OTHER THAN AT TEST HOLE LOCATIONS, SEE QLA ABOVE) WITH

REFERENCE TO A UTILITIES SIZE, CAPACITY, MATERIAL COMPOSITION, CONDITION OR SERVICE STATUS

SHALL BE CONSIDERED QLD EVEN THOUGH THE UTILITY MAY BE PLOTTED AND LABELED QLC OR QLB.

NOTE: THIS DRAWING WAS PREPARED IN CONFORMANCE WITH ASCE STANDARD CE/ASCE 38-02 "AMERICAN

SOCIETY OF CIVIL ENGINEERS STANDARD GUIDELINE FOR THE COLLECTION AND DEPICTION OF

EXISTING SUBSURFACE UTILITY DATA"

EXISTING PIPE TO BE REMOVED

EXISTING PIPE TO BE ABANDONED

TAPPING SLEEVE AND VALVE

TEE

LINE STOP ASSEMBLY

VALVE (TYP)

SLEEVE

CAP

AIR RELEASE VALVE ASSEMBLY

LEGEND

FIRE HYDRANT ASSEMBLY

HDPE / DI ADAPTER

EASEMENT LINE

LOT LINE

EXISTING FENCE

EXISTING BURIED ELECTRIC

EXISTING GAS

EXISTING OVER HEAD UTILITY

EXISTING RECLAIMED WATER MAIN

EXISTING BURRIED TELEPHONE

EXISTING SANITARY SEWER

EXISTING WATER MAIN

EXISTING CABLE TV

EXISTING FIBER OPTIC CABLE

RIGHT OF WAY LINE

EXISTING FORCE MAIN

EXISTING IRRIGATION

REDUCER

ABBREVIATIONS

IN PLACE (GROUT FILLED)

TREE - MAGNOLIA

TREE - MAPLE

TREE - CRAPE MYRTLE

TREE - OAK

LIGHT POLE

MAIL BOX (TYP)

POWER POLE

TEST HOLE (TH-1)

UNKNOWN ELEVATION OF

EXISTING UTILITY AS INDICATED

ON PROFILE SHEETS.

GEOTECHNICAL BORING LOCATION

AEA-B#

PAVEMENT CORE LOCATION

AEA-C#

EXISTING TREE TO BE

REMOVED AND REPLACED

CONCRETE SURFACE

REMOVAL AND REPLACEMENT

MILLING AND RESURFACING

ASPHALT ROADWAY REMOVAL

AND REPLACEMENT

ROAD CROSSING PAVEMENT

RESTORATION

ORANGE COUNTY UTILITIES

9150 CURRY FORD ROAD

ORLANDO, FLORIDA 32825

LINE IS 1 INCH

AT FULL SIZE = 34 x 22

(IF NOT SCALE ACCORDINGLY)

No. REVISIONS BY DATE

PROJECT DATE:

DRAWN BY:

CHECKED BY:

DRAWING FILE:

PROJECT No.:

SCALE:

DRAWING No.

SHEET

___ OF ___

AS NOTED SEE MARGIN

Wednesday, December 29, 2021 3:26:27 PM F:\CIVIL\PROJECTS\2017\2017-29 OCU Continuing Engineering\17-29.6 RR Gravity Pkg 3\5.0 Drawings\2017-29-06 RR Gravity Pkg 3 G-102.dwg

BID SET 1-7-2022JPJ

DESIGN ENGINEER

FLORIDA REGISTRATION No.

77581

JEREMY PAUL JARDELL, P.E.

T H

F F

I C

I A

E C

O R

C T

R O

I G

I T

A L

N E

L E

N D

LEGEND, ABBREVIATIONS AND

UTILITY OWNER CONTACTS

G-102

2017-29-06

JAN 2022

JPJ

JED

GJH

JANUARY 2022 - BID SET

GRAVITY R/R REPLACEMENT PACKAGE 3

UTILITY OWNER CONTACTS

SERVICE NAME PHONE # 24 HOUR

EMERGENCY

UTILITY LOCATION SUNSHINE ONE CALL OF FLORIDA 811

WATER/WASTEWATER ORANGE COUNTY UTILITIES DISPATCH 407-836-2777

WATER/WASTEWATER ORANGE COUNTY UTILITIES FIELD SEVICES 407-836-6869

TRAFFIC/FIBER ORANGE COUNTY PUBLIC WORKS 407-836-7814

WATER/POWER ORLANDO UTILITIES COMMISSION 800-778-9140 407-423-9018

POWER DUKE ENERGY 800-778-9140 800-288-8485

PHONE/COMMUNICATIONS AT&T DISTRIBUTION 954-249-0558 800-288-2020

PHONE/COMMUNICATIONS MCI 972-729-6016

PHONE/COMMUNICATIONS CENTURYLINK 407-920-8987 800-788-3600

PHONE/COMMUNICATIONS ORLANDO PHONE COMPANY 407-996-1183

CABLE TV/COMMUNICATIONS BRIGHTHOUSE NETWORKS 407-532-8092

CABLE TV/COMMUNICATIONS COMCAST 352-315-8528

COMMUNICATIONS LEVEL 3 720-888-2061 877-366-8344

COMMUNICATIONS FPL FIBERNET 305-552-2931 866-553-4237

COMMUNICATIONS CROWN CASTLE 724-416-2193

GAS TRANSMISSION TECO/ PEOPLES GAS COMPANY 407-420-6650 877-832-6747

GAS DISTRIBUTION LAKE APOPKA NATURAL GAS COMPANY 407-656-2734

OCU STANDARD GENERAL NOTES

1. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN EXCAVATING IN PROXIMITY OF

INCLUDING, BUT NOT LIMITED TO: WATER MAINS, WASTEWATER FORCE MAINS, GRAVITY MAINS, RECLAIMED WATER MAINS, ELECTRIC, GAS, CABLE TV, TELECOMMUNICATIONS, STORM WATER, FIBER

OPTIC AND OTHER UNDERGROUND FACILITIES. MAIN LOCATIONS SHOWN ON PLANS MAY NOT BE EXACT.

THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING EXISTING UTILITY LOCATIONS.

2. SHOULD A PIPE EMERGENCY OCCUR, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OCU

DISPATCH OPERATOR (407-836-2777) AND THE OCU INSPECTOR. EMERGENCY NOTIFICATION SHALL ALSO

BE PROVIDED TO THE CITY OF MAITLAND'S APOPKA DISPATCH (407) 539-6262 FOR LOCATIONS.

3. THE CONTRACTOR SHALL NOTIFY THE OCU CONSTRUCTION INSPECTION SECTION, FIELD SERVICES

DIVISION AT LEAST TEN (10) CALENDAR DAYS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION

PROJECT BY CALLING (407) 254-9798, AND CITY OF MAITLANS PUBLIC WORKS (407) 539-6252 FOR

LOCATIONS.

4. THE CONTRACTOR SHALL NOTIFY THE OCU CONSTRUCTION INSPECTOR IN ACCORDANCE WITH TABLE

4110-1 UTILITIES' SCHEDULE OF NOTIFICATIONS UTILITIES STANDARDS AND CONSTRUCTION

SPECIFICATIONS MANUAL, 2021. THIS SAME NOTIFICATION SHALL ALSO BE PROVIDED TO THE CITY OF

MAITLAND PUBLIC WORKS (407) 539-6252 FOR LOCATION 3.

5. THE MATERIALS, PRODUCTS, AND CONSTRUCTION OF ALL UTILITIES CONNECTING TO THE OCU SYSTEM

SHALL BE IN CONFORMANCE WITH THE STANDARDS, CONSTRUCTION SPECIFICATIONS, AND APPENDIX D .

6. ALL EXISTING UTILITIES INCLUDING BUT NOT LIMITED TO: WATER MAINS, FORCE MAINS, RECLAIMED

WATER MAIN, SANITARY GRAVITY PIPES, STORM WATER PIPES, ELECTRIC, TELEPHONE, GAS, POLES AND

STAYS, CABLE TV AND OTHER UTILITY FACILITIES WITHIN THE LIMITS OF THE PROJECT WILL BE

SUPPORTED AND PROTECTED AGAINST DAMAGE DURING CONSTRUCTION.

7. THE CONTRACTOR SHALL ADJUST ALL EXISTING OCU MAINS AND FACILITIES IN CONFLICT WITH NEW

GRADE, NEW OR ALTERED ROADWAYS, SIDEWALKS, DRIVEWAYS, CURBS, OR STORM WATER

IMPROVEMENTS. OCU FACILITIES TO BE ADJUSTED INCLUDE, BUT ARE NOT LIMITED TO: PIPELINES, PUMP

STATIONS, VALVE BOXES, AIR RELEASE VALVES, FIRE HYDRANTS, MANHOLE COVERS, AND METERS. ALL

ADJUSTMENTS SHALL BE MADE TO CURRENT STANDARDS.

8. ONLY OCU PERSONNEL SHALL OPERATE EXISTING OCU WATER, WASTEWATER, AND RECLAIMED WATER

VALVES. THE CONTRACTOR IS RESPONSIBLE FOR OPERATING ANY NEWLY INSTALLED VALVE THAT HAS

NOT BEEN CLEARED FOR USAGE BY FDEP AND OCU. THE CONTRACTOR SHALL COORDINATE VALVE

OPERATION WITH THE OCU INSPECTOR. FOR OPERATION OF MAINS NOT OWNED BY OCU, IT IS THE

CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE APPROPRIATE UTILITY REPRESENTATIVE.

9. CONSTRUCTION ACTIVITIES SHALL NOT CAUSE INTERRUPTIONS IN WATER, WASTEWATER, OR

RECLAIMED WATER SERVICE. THE CONTRACTOR SHALL COORDINATE PRE-APPROVED INTERRUPTIONS

OF SERVICE WITH THE OCU INSPECTOR SEVEN (7) WORKING DAYS IN ADVANCE AND WRITTEN NOTICE

SHALL BE GIVEN TO AFFECTED CUSTOMERS AT LEASE FOUR (4) WORKING DAYS IN ADVANCE.

10.THE CONTRACTOR SHALL PROVIDE FOR BYPASSING AND/OR HAULING OF WASTEWATER DURING

APPROVED INTERRUPTIONS OF WASTEWATER FLOWS AND CONNECTIONS. THE CONTRACTOR SHALL

SUBMIT A BYPASS OR HAUL PLAN, REVIEWED AND APPROVED BY A PROFESSIONAL ENGINEER TO

UTILITIES AND TO THE INSPECTOR FOR APPROVAL PRIOR TO IMPLEMENTATION BY CONTRACTOR.

11. ALL VALVES INSTALLED AS PART OF THIS CONSTRUCTION PROJECT SHALL REMAIN CLOSED DURING

CONSTRUCTION. KEEP VALVES ON ALL WET TAPS CLOSED UNTIL CLEARED BY FDEP. DO NOT CONNECT

NEWLY CONSTRUCTED WATER MAINS TO ANY EXISTING WATER MAINS UNLESS CLEARED BY FDEP AND

OCU.

12.THE CONTRACTOR SHALL PROVIDE A JUMPER ASSEMBLY WITH AN APPROVED BACKFLOW PREVENTER

FOR MAKING TEMPORARY CONNECTIONS TO AN EXISTING POTABLE WATER SOURCE IN ORDER TO

CHLORINATE AND FLUSH NEW WATER MAINS WITH POTABLE WATER. ANY TEMPORARY POTABLE WATER

CONNECTIONS TO RECLAIMED WATER OR FORCE MAIN SHALL ALSO BE EQUIPPED WITH AN APPROVED

BACKFLOW PREVENTER.

13.FOR PVC PIPE, NO JOINT DEFLECTION OR PIPE BENDING IS ALLOWED. ALIGHMENT CHANGE SHALL BE

MADE ONLY WITH FITTINGS.

14.FOR DIP PIPE, LONG RADIUS CURVES, EITHER HORIZONTAL OR VERTICLE, MAY BE INSTALLED WITH

STANDARD PIPE BY DEFLECTIONS AT THE JOINTS. MAXIMUM DEFLECTIONS AT PIPE JOINTS, FITTINGS

AND LAYING RADIUS FOR THE VARIOUS PIPE LENGTHS SHALL NOT EXCEED 75 PERCENT OF THE PIPE

MANUFACTURES'S RECOMMENDATION.

15.FOR APPROVED PVC OR HDPE PIPE USED IN A HORIZONTAL DIRECTIONAL DRILL INSTALLATION, THE

CURVATURE AND/OR DEFLECTION SHALL NOT EXCEED THE PARAMETERS ESTABLISHED IN UTILITIES

STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL, 2021.

16. ALL DAMAGE TO ORANGE COUNTY INFRASTRUCTURE, PIPELINES, AND ASSETS SHALL BE REPAIRED

IMMEDIATELY BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE WITH AN APPROVED METHOD BY

THE COUNTY. IF THE REPAIR IS NOT PERFORMED IN A TIMELY MANNER, AS DETERMINED BY THE ORANGE

COUNTY UTILITY INSPECTOR, ORANGE COUNTY MAY PERFORM REPAIRS AND THE CONTRACTOR WILL BE

CHARGED FOR ALL EXPENSES ASSOCIATED WITH THE REPAIR.

17.THE CONTRACTOR SHALL BE LIABLE FOR ANY AND ALL SANITARY SEWER OVERFLOWS (SSO)

ASSOCIATED WITH THE WORK, REGARDLESS OF FAULT. THE CONTRACTOR WILL BE ASSESSED

PENALTIES FOR ANY AND EACH SSO AS SPECIFIED IN SECTION 01025, 1.04. E.

PROJECT GENERAL NOTES

18. ALL UTILITIES FACILITIES CONSTRUCTION CONNECTING TO THE ORANGE COUNTY PUBLIC UTILITIES

SYSTEM SHALL CONFORM TO THE ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION

SPECIFICATIONS MANUAL, AND BE ONE OF THE APPROVED PRODUCTS LISTED IN APPENDIX 'D' OF THE

MANUAL.

19.BENCHMARK LOCATIONS AND ELEVATIONS ARE SHOWN IN THE PLANS AS REPRESENTED BY THE

SURVEYOR AT THE TIME OF SURVEY. CONTRACTOR SHALL VERIFY ITS CORRECTNESS AT THE TIME OF

CONSTRUCTION AND INSTALL HIS OWN TEMPORARY BENCHMARKS. ANY DISCREPANCIES SHALL BE

IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OCU UTILITIES RESIDENT PROJECT

REPRESENTATIVE (RPR).

20.ALL NORTHING AND EASTING COORDINATES ARE BASED ON THE STATE PLANE COORDINATE SYSTEM.

STATIONING IS FOR REFERENCE ONLY.

21.COORDINATION AND COMMUNICATIONS WITH ORANGE COUNTY STAFF SHALL BE MADE THROUGH THE

ORANGE COUNTY UTILITIES CONSTRUCTION DIVISION INSPECTOR.

22.ORANGE COUNTY UTILITIES DEPARTMENT TELEPHONE NUMBERS:

407-836-2777 ORANGE COUNTY UTILITIES DISPATCH

407-254-9798 ORANGE COUNTY UTILITIES CONSTRUCTION DIVISION

407-254-9680 ORANGE COUNTY UTILITIES WATER RECLAMATION DIVISION

407-254-9850 ORANGE COUNTY UTILITIES WATER DIVISION

407-254-9900 ORANGE COUNTY UTILITIES ENGINEERING DIVISION

23.THE CONTRACTOR SHALL NOTIFY THE ORANGE COUNTY PUBLIC SCHOOLS TRANSPORTATION SERVICES

(407) 317-3800, TWO(2) WEEKS IN ADVANCE OF ANY PHASE OF CONSTRUCTION TO COORDINATE SCHOOL

BUS STOP RELOCATION OR BUS RE-ROUTING IF NECESSARY.

24.THE CONTRACTOR SHALL NOTIFY LYNX TRANSPORTATION SYSTEM (407) 841-2279, TWO(2) WEEKS IN

ADVANCE OF ANY PHASE OF CONSTRUCTION TO COORDINATE BUS STOP RELOCATION OR BUS

RE-ROUTING IF NECESSARY.

25.PRIOR TO THE START OF ANY WORK, THE CONTRACTOR SHALL PLAN AND SCHEDULE THE SEQUENCE OF

WORK IN ORDER TO PREVENT UNNECESSARY DELAYS OR COSTS ASSOCIATED WITH CRITICAL PATH

ITEMS OF THE WORK.

26.THE CONTRACTOR SHALL BRING ANY DESIGN DISCREPANCIES TO THE IMMEDIATE ATTENTION OF THE

ENGINEER, IN WRITING, PRIOR TO CONSTRUCTION OR AS SOON AS DISCOVERED.

27.THE OWNER SHALL FURNISH THE FDEP WASTEWATER PERMIT(S) AND THE FDOT UTILITY PERMIT(S). THE

CONTRACTOR SHALL OBTAIN ALL OTHER PERMITS REQUIRED FOR THE PROJECT. THE CONTRACTOR

SHALL BECOME FAMILIAR WITH AND ABIDE BY ALL PERMIT CONDITIONS, INSPECTION SCHEDULES, AND

OTHER RELEVANT REGULATORY AGENCY RULES AND SPECIAL CONDITIONS.

28.LOCATIONS, ELEVATIONS AND DIMENSIONS OF EXISTING UTILITIES AND STRUCTURES ARE

APPROXIMATE. WHILE CONSIDERABLE EFFORT HAS BEEN MADE BY THE OWNER, THE SURVEYOR, THE

VARIOUS UTILITY COMPANIES AND THE ENGINEER TO ACCURATELY LOCATE EXISTING LINES AND

APPURTENANCES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL UTILITY AND STRUCTURE

LOCATIONS, ELEVATIONS AND DIMENSIONS BY UTILIZING EXPLORATORY EXCAVATION, WHICH SHALL BE

MADE 7 DAYS OR 1000 FEET IN ADVANCE OF THE WORK, WHICHEVER IS GREATER. IF THERE IS A

POTENTIAL CONFLICT, THE CONTRACTOR IS TO NOTIFY THE ENGINEER IMMEDIATELY. NO CLAIMS FOR

DELAYS WILL BE PAID UNLESS THIS PROCEDURE HAS BEEN FULLY FOLLOWED. ANY DAMAGE TO

UTILITIES, STRUCTURES AND/OR SERVICES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE, IN A

MANNER APPROVED BY AND COORDINATED WITH THE UTILITY OWNER. CONTRACTOR SHALL BE

RESPONSIBLE FOR CONTACTING THE UTILITY OWNER OF ANY UNINTENDED INTERRUPTION TO SERVICE

OR DAMAGE TO EXISTING STRUCTURES OR UTILITIES.

29.IMMEDIATELY AT ONSET OF CONSTRUCTION, CONTRACTOR SHALL FIELD VERIFY HORIZONTAL AND

VERTICAL LOCATIONS OF ALL EXISTING UTILITIES CRITICAL TO COMPLETING THE PROJECT (INCLUDING

WATER, SEWER, RECLAIMED WATER, POWER, TELEPHONE, GAS, FIBER OPTIC AND CABLE TV) AND SHALL

EVALUATE POTENTIAL CONFLICTS IN A WRITTEN REPORT. ANY CONFLICTS SHALL BE REPORTED TO

ENGINEER/OWNER IMMEDIATELY UPON DISCOVERY AND DETAILED IN THE REPORT.

30.CONTRACTOR SHALL COORDINATE WITH ALL OTHER UTILITY OWNERS FOR RESOLUTION OF CONFLICTS.

CONTRACTOR SHALL HAVE 48 HOURS TO DETERMINE THE RESOLUTION OF ANY UNKNOWN OR

UNFORESEEN CONFLICTS. COSTS INCURRED SHALL BE BORNE BY THE UTILITY OWNER AND/OR

CONTRACTOR AND NO CLAIMS MAY BE MADE AGAINST ORANGE COUNTY OR THE ENGINEER FOR THESE

CONFLICTS. NO ADDITIONAL COMPENSATION SHALL BE MADE FOR THE PERIOD OF TIME TO RESOLVE

ANY CONFLICTS.

31.SUPPORT AND PROTECT ALL EXISTING UTILITIES. CONTRACTOR SHALL CONTACT UTILITY OWNERS FOR

LOCATION OF ALL EXISTING FACILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH

UTILITY OWNERS AND FOR PROVIDING TEMPORARY SUPPORT FOR THE UTILITY POLES, ANCHOR GUYS, AND ALL OTHER UTILITIES DURING CONSTRUCTION.

32.THE CONTRACTOR SHALL FIND AND MAINTAIN HIS OWN EQUIPMENT AND MATERIAL STORAGE YARDS AT

NO COST TO THE COUNTY.

33.ALL CONCRETE TO BE REMOVED SHALL BE SAW CUT AT THE NEAREST GOOD JOINT. CURB/GUTTER

SHALL BE SAW CUT BETWEEN ASPHALT AND CONCRETE PRIOR TO REMOVAL. ALL SAW CUTTING SHALL

BE WET CUT TO CONTROL DUST.

34.PROTECT EXISTING IMPROVEMENTS TO THE MAXIMUM EXTENT POSSIBLE. RESTORE ALL EXISTING

IMPROVEMENTS AND DISTURBED AREAS TO ORIGINAL CONDITION. PAVEMENT TO BE RESTORED IN

ACCORDANCE WITH THE PAVEMENT RESTORATION DETAILS SHOWN ON THE CONSTRUCTION DETAIL

SHEETS. ALL DAMAGED MAILBOXES, IRRIGATION SYSTEMS, SOD, LANDSCAPING, FENCING, SIDEWALK, ROADWAY PAVEMENT AND OTHER IMPROVEMENTS SHALL BE RESTORED TO ORIGINAL OR BETTER

CONDITION.

35.NO VALVE BOXES, METERS, PORTIONS OF MANHOLES, OR OTHER APPURTENANCES OF ANY KIND

RELATING TO ANY UNDERGROUND UTILITIES SHALL BE LOCATED IN ANY PORTION OF A

CURB-AND-GUTTER SECTION. CONTRACTOR SHALL ADVISE ENGINEER IMMEDIATELY UPON DISCOVERY

OF A POTENTIAL CONFLICT.

36.THE DISPOSAL OF ANY EXCESS EARTH WORK MATERIAL SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR.

37.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER SALVAGE AND/OR DISPOSAL OF ALL

MATERIALS AND EQUIPMENT IN ACCORDANCE WITH THE SPECIFICATIONS AND AS DIRECTED BY THE

ORANGE COUNTY UTILITIES INSPECTOR.

38.EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO, OR AS THE FIRST STEP IN

CONSTRUCTION AND ARE THE MINIMUM REQUIRED. CONTRACTOR SHALL FURNISH ADDITIONAL

CONTROLS AS NEEDED AT NO ADDITIONAL COST. MATERIALS FROM WORK ON THIS PROJECT SHALL BE

CONTAINED AND NOT ALLOWED TO COLLECT ON ANY OFF PERIMETER AREAS OR IN WATERWAYS. SILK

SCREENS, HAY BALES, AND TURBIDITY BARRIERS MUST REMAIN IN PLACE AND IN GOOD CONDITION AT

ALL LOCATIONS IN PLANS OR AS REQUIRED UNTIL THE CONTRACT IS COMPLETED AND SOILS ARE

STABILIZED AND VEGETATION IS ESTABLISHED. MEASURES SHOWN ON THE PLANS ARE MINIMUM

REQUIRED, AND THE CONTRACTOR SHALL ENSURE THAT THERE IS NO DIRECT OR INDIRECT DISCHARGE

OF CONSTRUCTION MATERIALS IN TURBID WATERS TO OFF SITE AREAS OR WATERWAYS.

39.ALL EXISTING PAVEMENT MARKINGS AND MESSAGES, WHICH ARE TO BE OBLITERATED, SHALL BE

INVENTORIED AND RESTORED TO ORIGINAL CONDITION AND DAMAGED ONES REPLACED (UPON

COMPLETION OF CONSTRUCTION AND PRIOR TO REINSTATING VEHICULAR TRAFFIC) BY THE

CONTRACTOR, UNLESS OTHERWISE SPECIFIED IN THE PLANS OR LATEST DESIGN STANDARD. ALL

PERMANENT PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC WITH GLASS BEADS. TEMPORARY

PAVEMENT MARKINGS MAY BE PAINT PRODUCTS AND RETRO-REFLECTIVE PAVEMENT MARKERS (ON

SURFACES TO BE MILLED AND RESURFACED) OR TEMPORARY TAPE (ON ALL AREAS NOT BEING

RESURFACED). TEMPORARY TAPE SHALL BE 3M BRAND STAMARK REMOVABLE TAPE, SERIES 780, WET

REFLECTIVE TEMPORARY TAPE OR APPROVED EQUAL. THE USE OF "FOIL BLACK" TYPES OF TEMPORARY

TAPE IS NOT PERMITTED. 3M BRAND REMOVABLE BLACK MASK TAPE, SERIES 145, IS THE ONLY

APPROVED MATERIAL FOR "BLACKING OUT" EXISTING PAVEMENT MARKINGS ON FINAL ROADWAY

SURFACES OR SURFACES NOT BEING PAVED. UNDER NO CIRCUMSTANCES WILL BLACK PAINT OR

GRINDING BE PERMITTED. ALL CONFLICTING EXISTING MARKINGS SHALL BE REMOVED.

40.CONTRACTOR'S USE OF THE PREMISES SHALL BE CONFINED TO THE LIMITS OF THE EXISTING RIGHT OF

WAY AND/OR EASEMENTS. ALL PUBLIC AND PRIVATE PROPERTY AFFECTED BY THE CONSTRUCTION

SHALL BE PROTECTED WHERE POSSIBLE. ALL AREAS DISTURBED AS PART OF THIS WORK SHALL BE

RESTORED TO ORIGINAL OR BETTER CONDITION AT NO ADDITIONAL COST TO THE OWNER. ALL EXISTING

SODDED AREAS DISTURBED DURING THE CONSTRUCTION SHALL BE REPLACED WITH THE SAME TYPE OF

SOD IN CONFORMANCE WITH THE STANDARD SPECIFICATIONS. FIELD ENGINEER SHALL APPROVE THE

REMOVAL AND REPLACEMENT OF EXISTING IRRIGATION SYSTEMS, AS REQUIRED, AT NO ADDITIONAL

COST TO THE COUNTY OR PROPERTY OWNER. PROPER TEMPORARY ADJUSTMENTS SHALL BE DONE AT

SUCH TIME TO MAINTAIN IRRIGATION SYSTEMS FROM BEING INTERRUPTED FOR EXTENDED PERIODS

DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF ALL NEWLY

PLANTED GRASS OR VEGETATION UNTIL WELL ESTABLISHED AND ACCEPTED BY THE COUNTY.

41."GEOTECHNICAL REPORT FOR 100% DESIGN, OCU GRAVITY SEWER R/R REPLACEMENT PACKAGE THREE, ORANGE COUNTY, FLORIDA, AEA PROJECT NO. 2014707-4” BY ANTILLIAN ENGINEERING ASSOCIATES, INC.

DATED AUGUST 7, 2019 WAS USED IN THE DESIGN OF THE PLANNED FACILITIES. THE CONTRACTOR SHALL

USE THIS INFORMATION TOGETHER WITH ANY OTHER INFORMATION AVAILABLE TO DETERMINE THE

NEED FOR AND COST OF DEWATERING. THE CONTRACTOR SHALL INCLUDE DEWATERING COSTS WITH

THE UNIT PRICE FOR ASSOCIATED BID ITEMS. NO SEPARATE DEWATERING COSTS OR EXPENSES WILL BE

APPROVED.

EXCAVATION AND SHORING

42.ALL EXCAVATIONS SHALL CONFORM TO THE REQUIREMENTS OF THE OSHA TRENCH SAFETY ACT. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER STORAGE AND/OR DISPOSAL OF ALL EXCESS OR

UNSUITABLE EXCAVATED MATERIAL.

43.CONTRACTOR SHALL PROVIDE ENGINEERED SHORING SYSTEM PER SPECIFICATION SECTIONS 02220, 02360. SUBMIT AS SHOP DRAWING SIGNED AND SEALED BY A LICENSED FLORIDA P.E. SIGNED AND

SEALED PLANS SHALL BE SUBMITTED TO THE OWNER FOR REVIEW AND APPROVAL PRIOR TO START OF

CONSTRUCTION. SUBMITTAL FOR LOCATION 3 SHALL ALSO BE APPROVED BY THE CITY OF MAITLAND

PRIOR TO IMPLEMENTING. THE COST OF ALL MATERIALS FOR SHORING OF EXCAVATIONS SHALL BE

INCLUDED IN THE UNIT PRICE FOR RELATED CONSTRUCTION PAY ITEMS.

44.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY TEMPORARY CONTROLS AND/OR STRUCTURES

REQUIRED TO MAINTAIN SUITABLE AND SAFE WORKING CONDITIONS AT ALL TIMES. SUCH ITEMS SHALL

BE REMOVED ONCE THAT PORTION OF WORK HAS BEEN COMPLETED.

45.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF EMBANKMENTS AND SHALL REPLACE

ANY PORTION WHICH, IN THE OPINION OF THE ENGINEER OR RPR, HAS BECOME DISPLACED DUE TO

EROSION OR DUE TO CARELESSNESS OR NEGLIGENCE ON THE PART OF THE CONTRACTOR.

BYPASS AND DEWATERING

46.COLLECTION SYSTEM BYPASS SHALL BE PROVIDED PER SPECIFICATION SECTION 01516. TEMPORARY

BYPASS PIPING SHALL BE LAID ABOVE GROUND WHERE PRACTICAL, AND LAID WITHIN EXISTING RIGHT OF

WAY AND EASEMENTS. TEMPORARY BYPASS PIPING SHALL BE LAID BELOW GRADE AT ALL ROADWAY, DRIVEWAY AND SIDEWALK CROSSINGS.

47.ALL PAVED SURFACES DISTURBED FOR INSTALLATION OF BYPASS PIPING SHALL BE TEMPORARILY

RESTORED PER FIGURE A613. WHERE SHOWN, LOCATION OF BYPASS PUMP SKIDS AND RESTORATION IS

APPROXIMATE IN NATURE AND DEPICTED FOR INFORMATION ONLY. CONTRACTOR SHALL BE

RESPONSIBLE FOR FINAL LOCATION OF BYPASS PUMPS AND RESTORATION AT NO ADDITIONAL COST TO

THE COUNTY.

48.IMMEDIATELY UPON REMOVAL OF BYPASS, GROUT ALL CORED STRUCTURE PENETRATIONS.

49.ALL DRAINAGE FACILITIES THAT ARE CROSSED AND/OR DISTURBED DURING CONSTRUCTION SHALL

REMAIN FUNCTIONAL AT ALL TIMES OR THE CONTRACTOR SHALL INSTALL FACILITIES TO MAINTAIN THE

FLOW, AT NO ADDITIONAL COST TO THE OWNER.

50.CONTRACTOR SHALL PROVIDE ENGINEERED DEWATERING SYSTEM PER SPECIFICATION SECTION 02140.

SHOP DRAWING SUBMITTAL SHALL BE SIGNED AND SEALED BY A LICENSED FLORIDA GEOTECHNICAL

ENGINEER. DEWATERING PLAN SHALL PROVIDE MEANS FOR OVERCOMING EXISTING PIPE TRENCH AND

BEDDING WHICH MAY INCLUDE STONE.

51.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DE-WATERING REQUIRED DURING CONSTRUCTION AND

TO OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR THE TEMPORARY DE-WATERING.

52.MAINTAIN UTILITY SERVICES AT ALL TIMES. IF BY-PASS OR WELL POINT PUMPING IS NECESSARY, USE

DIESEL ENGINES WITH QUIET PACK SYSTEM OR ELECTRIC MOTORS, TO KEEP NOISE TO AN ABSOLUTE

MINIMUM (SPECIFICATION SECTION 01516). BY-PASS PUMPS SHALL HAVE AT LEAST ONE (1) BACKUP UNIT

IN PLACE, AND SHALL BE ATTENDED BY A COMPETENT OPERATOR AT ALL TIMES WHEN IN USE. ALL

DISCHARGE ACCESSORIES SHALL BE PVC, HARD RUBBER OR OTHER SUITABLE MATERIAL WITH NO

LEAKING JOINTS. SOFT/LAYFLAT STYLE HOSE IS NOT ACCEPTABLE. SUBMITTALS FOR WELL POINT

LAYOUT AND EQUIPMENT ARE REQUIRED PRIOR TO START OF WORK. DEWATERING SYSTEM SHALL BE

UTILIZED IN ACCORDANCE WITH GOOD STANDARD PRACTICES AND MUST BE EFFICIENT ENOUGH TO

LOWER THE WATER LEVEL IN ADVANCE OF EXCAVATION TO KEEP THE TRENCH BOTTOM AND SIDES FIRM

AND DRY. NO POLLUTED WATERS SHALL BE DISCHARGED INTO STORM SYSTEM OR BODIES OF WATER.

BEFORE DISCHARGE OF PRODUCED GROUND WATER TO ANY SURFACE WATER OF THE STATE FROM A

NON-CONTAMINATED SITE, ANALYTICAL TESTS ON SAMPLES OF DISCHARGE WATER SHALL BE

PERFORMED TO DETERMINE CONTAMINATION. TEST RESULTS MUST MEET MINIMUM REQUIREMENTS SET

BY FDEP [DOCUMENT 62-621.300(2) GENERIC PERMIT FOR THE DISCHARGE OF PRODUCED

GROUNDWATER FROM NON-CONTAMINATED SITE ACTIVITY]. ANY DEWATERING DRAINAGE DISCHARGED

INTO SANITARY SEWERS MUST BE APPROVED BY ORANGE COUNTY UTILITIES BEFORE DISCHARGING.

UTILITY CONSTRUCTION

53.PIPE SIZES ON PLANS ARE NOMINAL IN DIAMETER.

54.PIPE LENGTHS SHOWN ON PLANS ARE APPROXIMATE. ACTUAL LENGTHS ARE TO BE DETERMINED BY

THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.

55.ALL EXISTING AND NEW OCU WATER AND SEWER VALVES, VALVE BOXES, AND MANHOLES SHALL BE

PROTECTED AND ADJUSTED TO FINISHED GRADE AS SHOWN ON THE DRAWINGS. VALVE AND VALVE

BOXES SHALL REMAIN ACCESSIBLE AT ALL TIMES. ANY VALVES THAT MIGHT BE COVERED DURING

CONSTRUCTION SHALL BE MARKED WITH A MARKER (GREEN FOR SEWER, BLUE FOR WATER, AND

PURPLE FOR RECLAIMED WATER MAIN), A MINIMUM OF FOUR (4) FEET ABOVE GRADE. ALL VALVES

UNDER CONSTRUCTION ARE TO REMAIN CLOSED DURING CONSTRUCTION.

56.ALL PIPE AND STRUCTURES SHALL BE LAID IN THE DRY TRENCH TO THE ELEVATIONS AND SLOPE SHOWN

ON THE CONSTRUCTION DRAWINGS. LASER EQUIPMENT SHALL BE USED TO PROVIDE LINE AND GRADE.

THE LASER EQUIPMENT SHALL HAVE A SLOPE INDICATOR TO FACILITATE CHECKING BY BOTH THE PIPE

LAYING FOREMAN AND THE CITY ENGINEER. A ZERO TOLERANCE FOR ERRORS IN LINE AND GRADE WILL

BE ALLOWED. TOLERANCE FOR DEFLECTION SHALL BE BASED BY INDUSTRY STANDARDS UNLESS OTHER

WISED SPECIFIED.

57.ALL BACKFILL SHALL BE COMPACTED TO NOT LESS THAN 95% OF MAXIMUM DRY DENSITY AS MEASURED

BY AASHTO T-180 METHOD 'D' TEST (MODIFIED PROCTOR) IN OPEN AREAS AND TO NOT LESS THAN 98%

MAXIMUM DRY DENSITY AS MEASURED BY AASHTO T-180 METHOD 'D' TEST (MODIFIED PROCTOR) UNDER

ASPHALT OR CONCRETE PAVEMENT AND WITHIN 3-FT OF PAVEMENT. ALL SOIL TESTING TO BE

CONDUCTED BY THE COUNTY, AND/OR THE CITY OF MAITLAND FOR LOCATION 3. THE CONTRACTOR

SHALL PROVIDE ALL REASONABLE ASSISTANCE DURING SOIL TESTING.

58.THE CONTRACTOR SHALL BACKFILL UTILITY TRENCHES EACH EVENING AND SHALL LAY NO MORE THAN

ONE SECTION OF SEWER, STRUCTURE TO STRUCTURE (INCLUDING LATERAL CONNECTIONS), BEFORE

RETURNING TO BACKFILL, COMPACT THE SUBGRADE AND INSTALL THE BASE WHERE APPLICABLE. UPON

COMPLETION OF THE WORK, THE LINES SHALL BE CLEANED, WITH ALL DEBRIS REMOVED AT

DOWNSTREAM MANHOLE. EACH SECTION OF SANITARY PIPE WILL BE TV INSPECTED BY THE CITY TO

INDICATE ANY PIPE DEFECTS. BELLIES OR OTHER DEFORMITIES WILL BE RE-LAID TO PROVIDE THE

CORRECT LINE AND GRADE. OCU WILL BILL THE CONTRACTOR DIRECTLY FOR TV RE-INSPECTION

PROVIDED BY THE COUNTY (PER LINEAR FOOT), IF THE LINE FAILS THE INITIAL INSPECTION. ALL

MANHOLES SHALL BE EXAMINED FOR PROPER GRADE AND WATER TIGHTNESS. THE CONTRACTOR SHALL

ASSIST THE ENGINEER BY PROVIDING ALL INSPECTION ASSISTANCE AS REQUIRED. THE CONTRACTOR

SHALL MAKE NOTE OF ANY CORRECTIONS REQUIRED AND SHALL PERFORM ALL REMEDIAL ACTIONS

PRIOR TO THE FINAL ACCEPTANCE BY THE RPR. THE ASPHALT SHALL BE PLACED AFTER THE PIPE WORK

AND TESTING ARE COMPLETED AND ACCEPTED BY THE COUNTY.

59.THE OWNER SHALL PROVIDE THE SERVICES OF A TESTING LABORATORY TO DETERMINE WHETHER THE

REQUIREMENTS FOR MATERIALS SPECIFICATIONS ARE MET. THE CONTRACTOR SHALL GIVE THE RPR A

MINIMUM OF 48 HOURS NOTICE WHEN REQUESTING FIELD TESTS. THE CONTRACTOR SHALL NOTIFY THE

ENGINEER 48 HOURS BEFORE STARTING ANY ACTIVITY THAT REQUIRES TESTING. 48 HR NOTIFICATION

SHALL ALSO BE PROVIDED TO THE CITY OF MAITLAND FOR LOCATION 3.

60.THE CONTRACTOR MAY BE ALLOWED TO FURNISH AND PLACE EXCAVATABLE FLOWABLE FILL AS A NO

ADDITIONAL COST ALTERNATIVE TO BACKFILLING AND COMPACTING SOILS AS APPROVED BY THE

ENGINEER AND THE JURISDICTIONAL AUTHORITY RESPONSIBLE FOR THE RIGHT-OF-WAY.

61.BEFORE A CONNECTION IS TO BE MADE TO AN EXISTING PIPE OR MANHOLE, THE CONTRACTOR SHALL

EXCAVATE THE AREA TO VERIFY THE TYPE, SIZE, ELEVATION, AND CONDITION OF THE PIPE AND/OR

MANHOLE, AND OBTAIN THE ENGINEER'S APPROVAL FOR THE PROPOSED CONNECTION METHOD, UNLESS

OTHERWISE DETAILED IN THE SPECIFICATIONS OR DRAWINGS.

62.LATERALS SHALL BE BURIED BETWEEN THREE (3) AND FIVE (5) FEET BELOW THE FINISH GRADE AT THE

RIGHT OF WAY LINES. CLEANOUTS SHALL BE LOCATED AS CLOSE AS PRACTICAL TO THE R/W LINE, AS

APPROVED BY THE ENGINEER. THE LOCATION OF LATERALS SHOWN ON PLANS IS APPROXIMATE. IF

THERE IS NO EXISTING LATERAL, THE CONTRACTOR SHALL COORDINATE FINAL LOCATION WITH

PROPERTY OWNER PRIOR TO CONSTRUCTION. THE LOCATION OF LATERALS SHALL BE MARKED WITH AN

"X" ON THE TOP OF THE CURB, SIDEWALK OR EDGE OF PAVEMENT IF NO CURB OR SIDEWALK EXISTS.

63.AVOID PLACEMENT OF CLEANOUTS IN DRIVEWAYS AND OTHER PAVED AREAS UNLESS OTHERWISE

INDICATED IN THE DRAWINGS, OR IF DIRECTED BY THE RPR TO DO SO. IN THESE LOCATIONS ALL

CLEANOUTS SHALL BE H20 TRAFFIC LOAD RATED WITH METAL LOCKABLE COVERS STAMPED WITH THE

WORD "SEWER".

64.USE EXTREME CAUTION WHEN EXCAVATING OR CONNECTING TO ASBESTOS CEMENT PIPE. THE

CONTRACTOR WILL BE REQUIRED TO SUPPLY TRUCKS CAPABLE OF PUMPING OUT THE PUMP STATION

UPSTREAM FROM BREAKS OR CONNECTION POINT. WHEN CONNECTING TO ASBESTOS CEMENT WATER

MAIN OR FORCE MAIN THE CONTRACTOR IS REQUIRED TO REPLACE ANY DAMAGED LENGTHS OF PIPE.

THE AMOUNT OF REPLACED PIPE WILL BE DETERMINED BY THE ORANGE COUNTY UTILITIES INSPECTOR.

65.UNDER NO CIRCUMSTANCE SHALL THE ACTIVITIES OF THE CONTRACTOR OR HIS SUBCONTRACTORS

CAUSE ANY INTERRUPTIONS TO THE SERVICE OR OPERATION OF EXISTING UTILITIES WITHOUT WRITTEN

AUTHORIZATION FROM AN AUTHORIZED REPRESENTATIVE OF THE UTILITY COMPANY OR OWNER. ANY

PIPING OR OTHER UTILITIES WHICH CAN BE REMOVED DURING CONSTRUCTION WITHOUT UNDUE

INTERRUPTION OF SERVICE MAY BE REMOVED AND REPLACED BY THE CONTRACTOR WITH THE

PERMISSION OF THE ENGINEER AND THE UTILITY OWNER. CONTRACTOR SHALL COPY ENGINEER OF ALL

CORRESPONDENCE WITH UTILITY OWNER.

PUBLIC SIDEWALK CURB RAMPS

66.CONTRACTOR SHALL CONSTRUCT SIDEWALK CURB RAMPS CONFORMING TO FDOT INDEX 522-002 AND

ADA STANDARDS AT ALL INTERSECTIONS IMPACTED BY THE UTILITY CONSTRUCTION AND WHERE

TECHNICALLY FEASIBLE. THE PAY ITEM SUMMARY INCLUDES A QUANTITY OF ADA RAMPS EQUAL TO THE

MAXIMUM NUMBER ANTICIPATED WITHOUT A DETAILED TRAFFIC ANALYSIS.

ACCESS AND MAINTENANCE OF TRAFFIC

67.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ADEQUATE

TRAFFIC CONTROL DEVICES AND BARRIERS, FOR THE PROTECTION OF VEHICLES, PEDESTRIANS AND

THE WORKERS. THE COST OF TRENCH BOXES IF REQUIRED BY TO IMPLEMENT THE APPROVED M.O.T.

PLAN, SHALL BE INCLUDED IN THE UNIT PRICE FOR UTILITY CONSTRUCTION. ALL WORK SHALL BE IN

ACCORDANCE WITH THE F.H.W.A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND F.D.O.T.

SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION AND REVISION, AND MEET

WITH THE APPROVAL OF ORANGE COUNTY PUBLIC WORKS DEPARTMENT, THE CITY OF MAITLAND

(LOCATION 3), AND FDOT TRAFFIC ENGINEERING IF WORKING IN THE FDOT RIGHT OF WAY.

68.THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSURING EACH EMPLOYEE SUPERVISING THE

SELECTION AND PLACEMENT OF M.O.T. CONTROL DEVICES SHALL BE PROPERLY TRAINED AND CERTIFIED

BY ATTENDING AND SUCCESSFULLY COMPLETING A FDOT APPROVED MOT COURSE. THE TRAINING

SHALL BE AT A LEVEL APPLICABLE TO THE EMPLOYEE'S LEVEL OF INVOLVEMENT. ALL M.O.T.

CERTIFICATIONS SHALL BE PROVIDED BY THE CONTRACTOR.

69.PEDESTRIAN CONTROL SHALL BE MAINTAINED IN ACCORDANCE WITH FDOT INDEX 102-660. PEDESTRIAN

CONTROL SHALL BE MAINTAINED ON ONE SIDE OF THE ROAD AT ALL TIMES. IF UNABLE TO DO SO, THE

CONTRACTOR SHALL PROVIDE TEMPORARY WALKWAYS, BOARDWALKS, AND/OR TEMPORARY CONCRETE

SIDEWALK.

70.ALL SIGNS AND TRAFFIC CONTROL DEVICES SHALL BE NEW OR LIKE NEW CONDITION. ALL SIGNS SHALL

BE POST MOUNTED UNLESS OTHERWISE INDICATED. EXISTING REGULATORY AND WARNING SIGNS ARE

TO BE MAINTAINED AT ALL TIMES UNLESS OTHERWISE NOTED. CHANNELING DRUMS SHALL BE USED ON

NEWLY PAVED ROADWAYS. WATER FILLED BARRIER SHALL BE INSTALLED PER MANUFACTURERS

SPECIFICATIONS. DURING NON-WORKING HOURS, NO EQUIPMENT, VEHICLES OR MATERIAL SHALL BE

PARKED OR STORED WITHIN THE CLEAR ZONE OF A ROADWAY OPEN TO VEHICULAR TRAFFIC. ON

STREET PARKING IS FOR THE GENERAL PUBLIC AND SHALL NOT BE USED FOR ANY OF THE FOLLOWING:

CONTRACTOR OR SUBCONTRACTOR PARKING, CONSTRUCTION STAGING, TRUCK STAGING, STORING OF

MATERIALS, ET. DELIVERY TRUCKS SHALL NOT BLOCK TRAFFIC.

71.CONTRACTOR TO COMPLETE HIS WORK AT THE END OF EACH DAY AND REOPEN SIDEWALKS FOR PUBLIC

USE. SIDEWALKS SHALL CONSIST OF A STABILIZED ASPHALTIC SURFACE, OR EQUAL, SUITABLE FOR

PUBLIC FOOT TRAFFIC. MATERIAL TO BE USED SHALL BE APPROVED BY THE COUNTY PRIOR TO

INSTALLATION.

EMERGENCY AND SPILLS

72.IN THE EVENT OF A MAIN BREAK, SPILL OR OTHER EMERGENCY ASSOCIATED WITH ORANGE COUNTY

UTILITY LINES, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY ORANGE COUNTY UTILITY DISPATCH

(407) 836-2777 ANYTIME 24/7. THE CONTRACTOR SHALL PROVIDE TANKERS TO IMMEDIATELY CLEAN UP

ANY WASTEWATER SPILLS. THE CITY OF MAITLAND'S APOPKA DISPATCH (407-539-6262) SHALL ALSO BE

IMMEDIATELY NOTIFIED OF ANY SPILLS AT LOCATION 3.

73.THE CONTRACTOR SHALL PROVIDE A WEATHERPROOF ENCLOSURE CONTAINING A LEGIBLY AND

ACCESSIBLE LIST OF EMERGENCY CONTACTS AND PHONE NUMBERS. THIS LIST SHALL BE MAINTAINED

AND ACCESSIBLE AT ALL TIMES THROUGH THE DURATION OF THE PROJECT.

74.ALL DAMAGE TO ORANGE COUNTY MAINS SHALL BE REPAIRED IMMEDIATELY BY THE CONTRACTOR AT

THE CONTRACTOR'S EXPENSE. IF THE REPAIR IS NOT DONE IN A TIMELY MANNER, AS DETERMINED BY

THE ORANGE COUNTY UTILITY INSPECTOR, ORANGE COUNTY MAY PERFORM REPAIRS AND THE

CONTRACTOR WILL BE CHARGED FOR SAID REPAIRS.

ORANGE COUNTY UTILITIES

9150 CURRY FORD ROAD

ORLANDO, FLORIDA 32825

LINE IS 1 INCH

AT FULL SIZE = 34 x 22

(IF NOT SCALE ACCORDINGLY)

No. REVISIONS BY DATE

PROJECT DATE:

DRAWN BY:

CHECKED BY:

DRAWING FILE:

PROJECT No.:

SCALE:

DRAWING No.

SHEET

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AS NOTED SEE MARGIN

Wednesday, December 29, 2021 3:26:27 PM F:\CIVIL\PROJECTS\2017\2017-29 OCU Continuing Engineering\17-29.6 RR Gravity Pkg 3\5.0 Drawings\2017-29-06 RR Gravity Pkg 3 G-103.dwg

BID SET 1-7-2022JPJ

DESIGN ENGINEER

FLORIDA REGISTRATION No.

77581

JEREMY PAUL JARDELL, P.E.

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GENERAL NOTES

G-103

2017-29-06

JAN 2022

JPJ

JED

GJH

JANUARY 2022 - BID SET

GRAVITY R/R REPLACEMENT PACKAGE 3

9150 CURRY FORD ROAD

ORLANDO, FLORIDA 32825

LINE IS 1 INCH

AT FULL SIZE = 34 x 22

(IF NOT SCALE ACCORDINGLY)

No. REVISIONS BY DATE

PROJECT DATE:

DRAWN BY:

CHECKED BY:

DRAWING FILE:

PROJECT No.:

SCALE:

DRAWING No.

SHEET

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AS NOTED SEE MARGIN

Wednesday, December 29, 2021 3:26:27 PM F:\CIVIL\PROJECTS\2017\2017-29 OCU Continuing Engineering\17-29.6 RR Gravity Pkg 3\5.0 Drawings\2017-29-06 RR Gravity Pkg 3 G-104.dwg

BID SET 1-7-2022JPJ

DESIGN ENGINEER

FLORIDA REGISTRATION No.

77581

JEREMY PAUL JARDELL, P.E.

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BARNES, FERLAND AND ASSOCIATES, INC.

1230 HILLCREST ST., STE 100

ORLANDO, FL 32803

PH: (407) 896-8608

ENGINEERING REGISTRY NO. 6899

SUMMARY OF QUANTITIES

G-104

2017-29-06

JAN 2022

JPJ

JED

GJH

JANUARY 2022 - BID SET

GRAVITY R/R REPLACEMENT PACKAGE 3

1" = 20'

THH

ARV

RCW

COM

E te

TOPOGRAPHICAL SURVEY

V-100

2017-29-06

JAN 2022

64/8-23 60/38

JANUARY 2022 - BID SET

GRAVITY R/R REPLACEMENT PACKAGE 3

ORANGE COUNTY UTILITIES

9150 CURRY FORD ROAD

ORLANDO, FLORIDA 32825

LINE IS 1 INCH

AT FULL SIZE = 34 x 22

(IF NOT SCALE ACCORDINGLY)

No. REVISIONS BY DATE

PROJECT DATE:

DRAWN BY:

CHECKED BY:

FIELD BOOK:

DRAWING FILE:

PROJECT No.:

SCALE:

DRAWING No.

SHEET

___ OF ___

AS NOTED SEE MARGIN

Wednesday, December 29, 2021 3:26:27 PM F:\CIVIL\PROJECTS\2017\2017-29 OCU Continuing Engineering\17-29.6 RR Gravity Pkg 3\5.0 Drawings\2017-29-06 RR Gravity Pkg 3 V-100.dwg

BID SET 1-7-2022JPJ

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1" = 20'

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TOPOGRAPHICAL SURVEY

V-200

2017-29-06

JAN 2022

60/37

JANUARY 2022 - BID SET

GRAVITY R/R REPLACEMENT PACKAGE 3

ORANGE COUNTY UTILITIES

9150 CURRY FORD ROAD

ORLANDO, FLORIDA 32825

LINE IS 1 INCH

AT FULL SIZE = 34 x 22

(IF NOT SCALE ACCORDINGLY)

No. REVISIONS BY DATE

PROJECT DATE:

DRAWN BY:

CHECKED BY:

FIELD BOOK:

DRAWING FILE:

PROJECT No.:

SCALE:

DRAWING No.

SHEET

___ OF ___

AS NOTED SEE MARGIN

Wednesday, December 29, 2021 3:26:27 PM F:\CIVIL\PROJECTS\2017\2017-29 OCU Continuing Engineering\17-29.6 RR Gravity Pkg 3\5.0 Drawings\2017-29-06 RR Gravity Pkg 3 V-200.dwg

BID SET 1-7-2022JPJ

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1" = 20'

THH

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RCW

COM

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TOPOGRAPHICAL SURVEY

V-300

2017-29-06

JAN 2022

17-15/79-81

JANUARY 2022 - BID SET

GRAVITY R/R REPLACEMENT PACKAGE 3

ORANGE COUNTY UTILITIES

9150 CURRY FORD ROAD

ORLANDO, FLORIDA 32825

LINE IS 1 INCH

AT FULL SIZE = 34 x 22

(IF NOT SCALE ACCORDINGLY)

No. REVISIONS BY DATE

PROJECT DATE:

DRAWN BY:

CHECKED BY:

FIELD BOOK:

DRAWING FILE:

PROJECT No.:

SCALE:

DRAWING No.

SHEET

___ OF ___

AS NOTED SEE MARGIN

Wednesday, December 29, 2021 3:26:27 PM F:\CIVIL\PROJECTS\2017\2017-29 OCU Continuing Engineering\17-29.6 RR Gravity Pkg 3\5.0 Drawings\2017-29-06 RR Gravity Pkg 3 V-300.dwg

BID SET 1-7-2022JPJ

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FOH

1" = 20'

VICINITY MAP

NTS

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TOPOGRAPHICAL SURVEY

V-400

2017-29-06

JAN 2022

64/40-53

JANUARY 2022 - BID SET

GRAVITY R/R REPLACEMENT PACKAGE 3

ORANGE COUNTY UTILITIES

9150 CURRY FORD ROAD

ORLANDO, FLORIDA 32825

LINE IS 1 INCH

AT FULL SIZE = 34 x 22

(IF NOT SCALE ACCORDINGLY)

No. REVISIONS BY DATE

PROJECT DATE:

DRAWN BY:

CHECKED BY:

FIELD BOOK:

DRAWING FILE:

PROJECT No.:

SCALE:

DRAWING No.

SHEET

___ OF ___

AS NOTED SEE MARGIN

Wednesday, December 29, 2021 3:26:27 PM F:\CIVIL\PROJECTS\2017\2017-29 OCU Continuing Engineering\17-29.6 RR Gravity Pkg 3\5.0 Drawings\2017-29-06 RR Gravity Pkg 3 V-400 - 402.dwg

BID SET 1-7-2022JPJ

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IRR

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FOH

1" = 20'

M A

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TOPOGRAPHICAL SURVEY

V-401

2017-29-06

JAN 2022

64/40-53

JANUARY 2022 - BID SET

GRAVITY R/R REPLACEMENT PACKAGE 3

ORANGE COUNTY UTILITIES

9150 CURRY FORD ROAD

ORLANDO, FLORIDA 32825

LINE IS 1 INCH

AT FULL SIZE = 34 x 22

(IF NOT SCALE ACCORDINGLY)

No. REVISIONS BY DATE

PROJECT DATE:

DRAWN BY:

CHECKED BY:

FIELD BOOK:

DRAWING FILE:

PROJECT No.:

SCALE:

DRAWING No.

SHEET

___ OF ___

AS NOTED SEE MARGIN

Wednesday, December 29, 2021 3:26:27 PM F:\CIVIL\PROJECTS\2017\2017-29 OCU Continuing Engineering\17-29.6 RR Gravity Pkg 3\5.0 Drawings\2017-29-06 RR Gravity Pkg 3 V-400 - 402.dwg

BID SET 1-7-2022JPJ

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1" = 20'

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TOPOGRAPHICAL SURVEY

V-402

2017-29-06

JAN 2022

64/40-53

JANUARY 2022 - BID SET

GRAVITY R/R REPLACEMENT PACKAGE 3

ORANGE COUNTY UTILITIES

9150 CURRY FORD ROAD

ORLANDO, FLORIDA 32825

LINE IS 1 INCH

AT FULL SIZE = 34 x 22

(IF NOT SCALE ACCORDINGLY)

No. REVISIONS BY DATE

PROJECT DATE:

DRAWN BY:

CHECKED BY:

FIELD BOOK:

DRAWING FILE:

PROJECT No.:

SCALE:

DRAWING No.

SHEET

___ OF ___

AS NOTED SEE MARGIN

Wednesday, December 29, 2021 3:26:27 PM F:\CIVIL\PROJECTS\2017\2017-29 OCU Continuing Engineering\17-29.6 RR Gravity Pkg 3\5.0 Drawings\2017-29-06 RR Gravity Pkg 3 V-400 - 402.dwg

BID SET 1-7-2022JPJ

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STA 12+17.0, 0.33' R

CONST SANITARY SEWER

MANHOLE 30000301

NOTES:

1. CONNECTIONS OF EXISTING SANITARY SEWERS TO PROPOSED MANHOLES SHALL BE MADE TO AT LEAST

THE NEAREST EXISTING JOINT.

2. CONTRACTOR SHALL COMPLETELY REMOVE ALL EXISTING MANHOLE RUNGS/STEPS PRIOR TO REPAIRING

AND SEALING, AND COATING MANHOLE STRUCTURE.

3. CONTRACTOR AND COORDINATE WITH AT&T PRIOR TO EXCAVATION TO LOCATE NUMEROUS AT&T LINES

THAT ARE IN PROXIMITY TO THE PROPOSED WORK. EXTREME CARE SHALL BE TAKEN TO PROTECT THESE

FACILITIES DURING CONSTRUCTION.

REMOVE EXIST

MH 30000028

REMOVE EXIST 6" LATERAL AND INSTALL

6" PVC LATERAL w/ CLEANOUT TO R/W

(TYP OF 2)

INSTALL ± 207 LF OF

8" PVC (SDR 26) SAN

SEWER

STA 14+27.33, 0.08' L

INSTALL SAN SEWER

MH 30000302

LIMITS OF ASPHALT MILLING

AND RESURFACING (TYP)

LIMITS OF TEMP SUBGRADE, BASE, AND

ASPHALT PAVEMENT RESTORATION

(TYP)

INSTALL SAN SEWER

MH 30000303

(SEE C-101)

REMOVE AND REPLACE EXIST ± 8 LF OF

8" PVC SAN SEWER w/ 8" PVC (SDR 26)

(SEE NOTE 1)

REMOVE AND REPLACE

CONC DRIVEWAY

EXIST SAN SEWER MH 30000051

REMOVE AND REPLACE FRAME

AND COVER, BENCHING, CORE

AND CONNECT SE INVERT,

REFORM BOTTOM BENCHING AND

SEAL AND COAT MANHOLE

CO-1

CO-2

F R

X I S

FROM EXIST MH 30000063

EXISTING PIPE TO BE REMOVED

EXISTING PIPE TO BE ABANDONED

IN PLACE (GROUT FILLED)

LEGEND

ASPHALT ROADWAY REMOVAL

AND REPLACEMENT

MILLING AND RESURFACING

CONCRETE SURFACE REMOVAL

AND REPLACEMENT

ROAD CROSSING PAVEMENT

RESTORATION

CURB AND GUTTER REMOVAL AND REPLACEMENT

(APPROX 340 LF)

P P

R O

L F

INSTALL SANITARY SEWER

MANHOLE 30000301

TOP EL. 104.60

NE INV. 101.06

SE INV. 100.93

EXIST SANITARYSEWER

MANHOLE 30000051

CORE AND CONNECT SE INV

CONST ± 8 LF OF 8" PVC (SDR 26)

SAN SEWER, MATCH EXIST SLOPE

REMOVE SANITARY SEWER

MANHOLE 30000028

12" MIN

INSTALL SANITARY

SEWER MANHOLE 30000302

TOP EL 108.73

NE INV 101.80

SW INV 101.70

CONST ± 8 LF OF 8" PVC (SDR 26)

SAN SEWER TO MANHOLE 30000303

(SEE DWG C-101)

INSTALL ± 207 LF OF 8" PVC (SDR 26)

SAN SEWER @ 0.31% SLOPE

LATERAL

CONNECTION

(TYP)

SCALE: 1" = 20' HORIZ

1" = 2' VERT

ORANGE COUNTY UTILITIES

9150 CURRY FORD ROAD

ORLANDO, FLORIDA 32825

LINE IS 1 INCH

AT FULL SIZE = 34 x 22

(IF NOT SCALE ACCORDINGLY)

No. REVISIONS BY DATE

PROJECT DATE:

DRAWN BY:

CHECKED BY:

DRAWING FILE:

PROJECT No.:

SCALE:

DRAWING No.

SHEET

___ OF ___

AS NOTED SEE MARGIN

Wednesday, December 29, 2021 3:26:27 PM F:\CIVIL\PROJECTS\2017\2017-29 OCU Continuing Engineering\17-29.6 RR Gravity Pkg 3\5.0 Drawings\2017-29-06 RR Gravity Pkg 3 C-100.dwg

BID SET 1-7-2022JPJ

DESIGN ENGINEER

FLORIDA REGISTRATION No.

77581

JEREMY PAUL JARDELL, P.E.

T H

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2017-29-06

JAN 2022

JPJ

JED

GJH

JANUARY 2022 - BID SET

GRAVITY R/R REPLACEMENT PACKAGE 3

SCALE: 1" = 20'

15+00

14+0013+0012+0011+0010+00

LOCATION 1 BALBOA DR & SANTA ANITA ST

PLAN AND PROFILE

C-100

FOR CONTINUATION

SEE DWG C-101

INSTALL SANITARY SEWER

MANHOLE 30000300

TOP EL. 108.40

SE INV. 103.13 (6" PVC LAT)

W INV. 102.80 (8" PVC)

EXIST 8" SAN AND 8" OUTSIDE

DROP TO BE GROUT FILLED

EXIST 8" SAN

TO BE REMOVED

INSTALL SANITARY SEWER

MANHOLE 30000303

TOP EL. 108.57

NW INV 103.08

NE INV 101.95

SW INV 101.85

INSTALL ± 273 LF OF 8" PVC (SDR 26)

SAN SEWER @ 0.31% SLOPE

INSTALL SANITARY SEWER

MANHOLE 30000302

TOP EL. 108.73

NE INV 101.80

SE INV 101.70

INSTALL ± 18 LF OF 8" PVC (SDR 26)

SAN SEWER @ 0.31% SLOPE

SCALE: 1" = 20' HORIZ

1" = 2' VERT

8" CAP

REMOVE AND REPLACE

EXIST 12" RCP STORM

(MATCH EXIST SLOPE)

REMOVE AND REPLACE

TYPE 'C' DBI

THROAT EL 107.45

E INV 12" RCP EL 106.34

S INV 15" RCP EL 106.18

REMOVE AND REPLACE

EXIST 15" RCP STORM

(MATCH EXIST SLOPE)

LATERAL

CONNECTION

(TYP)

EXIST 8" SAN TO

BE GROUT FILLED

NOTES:

1. CONNECTIONS OF EXISTING SANITARY SEWERS TO

PROPOSED MANHOLES SHALL BE MADE TO AT LEAST

THE NEAREST EXISTING JOINT.

2. CONTRACTOR SHALL COMPLETELY REMOVE ALL

EXISTING MANHOLE STEPS PRIOR TO REPAIRING &

SEALING AND COATING MANHOLE STRUCTURE.

EXISTING PIPE TO BE REMOVED

EXISTING PIPE TO BE ABANDONED

IN PLACE (GROUT FILLED)

LEGEND

ASPHALT ROADWAY REMOVAL

AND REPLACEMENT

MILLING AND RESURFACING

CONCRETE SURFACE REMOVAL

AND REPLACEMENT

ROAD CROSSING PAVEMENT

RESTORATION

CURB AND GUTTER…

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File details come from the government source that posted it. Updated May 11, 2025.