6#Exhibit_-_18-0040-UT_Task_1_CIP_20_100%_Design_Drawings_Jan_2024_SS_(1).pdf

City Project No. 18-0040-UT City Plan Set No. 2020027

CIP 20 WATER MAIN REPLACEMENTS

SHEET # SHEET DESCRIPTION

01 COVER SHEET, SHEET INDEX, AND PROJECT LOCATION

04-08 OSCEOLA AVE PLAN & PROFILE

SHEET INDEX

N

S

EW

Project Location

100% DRAWINGS

02 GENERAL NOTES AND ABBREVIATIONS

03 LEGEND, UTILITY OWNERS, QUANTITIES, AND TEST HOLE DATA

17-19 CITY OF CLEARWATER DETAILS

20-23 FDOT DETAILS

09-12 SUNSET DR PLAN & PROFILE

13-14 FAIRMONT ST PLAN & PROFILE

15 MARSHALL ST PLAN & PROFILE

CITY OFFICIALS

Brian Aungst Sr. Mayor Mark Bunker Councilmember Kathleen Beckman Councilmember David Allbritton Councilmember Lina Teixeira Councilmember Jennifer Poirrier City Manager

Tara L. Kivett, P.E.

City EnJineer

Approved For Construction

Date Approved

CITY ENGINEER Tara L. Kivett, P.E. #86611

16 ENGMAN ST PLAN & PROFILE

W

ESTON HA GGEN

PROFESSIONA L ENGINEE

R

LICENSE

F L O R I D A

No. 77777

STATE OF

RECORD DRAWINGS

SURVEYED BY:

APPROVED BY:

REVIEWED BY:

PROJECT ENGINEER

DRAWN BY:

DATE

DATE

REVISION BY DATE

CALL 811

SHEET NO.:

CONTRACT NO.: DATE DRAWN:

DESIGNED BY:

SURVEYED BY:

HORIZ.

DRAWN BY:

VERT.

SCALE:DWG NAME: FIELD BOOK:

CHECKED BY:JOB NO.:

INVESTIGATE BEFORE YOU EXCAVATE

SUNSHINE STATE

ONE CALL

OF FLORIDA

www.callsunshine.com

(800) 432-4770

MIN. 48 HOURS

BEFORE YOU EXCAVATE

OF

3507 EAST FRONTAGE ROAD SUITE 180

TAMPA, FL 33607

TEL: (813) 549-0919

CHA CONSULTING, INC.

CERTIFICATE OF AUTHORIZATION #28386

CITY OF CLEARWATER, FLORIDA

PUBLIC WORKS DEPARTMENT -

ENGINEERING

100 S. MYRTLE AVE.

CLEARWATER, FL 33756

GENERAL NOTES

1. All work performed shall comply with the regulations and ordinances of the various governmental agencies having jurisdiction over the work.

2. All workmanship and materials used in the construction of this project shall conform to the latest City of Clearwater standards, contract documents and specifications unless otherwise noted.

3. Specific requirements of the Florida Department of Transportation (FDOT) “Design Standards” and “Standard Specifications for Road and Bridge Construction”, most current editions, are incorporated into the contract documents by reference.

4. The Contractor shall obtain all required permits prior to construction.

5. The Contractor shall notify all utility companies at least forty eight (48) hours prior to start of construction, demolition and/or excavation in accordance with Florida Statutes.

6. The Contractor shall call Sunshine 811, previously known as Sunshine State One Call of Florida, at 1-800-432-4770 or 811, a minimum of two (2) days and a maximum of five (5) days prior to start of construction.

7. Locations, elevations and dimensions of existing utilities, structures and other features are shown according to the best information available at the time of the preparation of these plans, but do not purport to be absolutely correct. The Contractor shall verify the location, elevations and dimensions of all existing utilities, structures and other features affecting the work prior to construction.

8. The Contractor shall be responsible to review the site to determine existing conditions. Anything not shown on these plans shall be brought to the attention of the City's Engineering Representative and shall not constitute additional scope of work approved by the Engineer.

9. The Contractor shall contact the City's Engineering Representative immediately concerning any conflicts arising during construction.

10. All construction activities must conform to the local noise ordinance.

11. Hours of work shall be between 7AM and 6PM Monday - Saturday in accordance with contract documents. Any work outside these hours shall be requested and coordinated with the City. The Contractor shall additionally coordinate with the City any restricted working hours associated with specific areas or neighborhoods.

12. These drawings do not include necessary components for construction safety. The Contractor is solely responsible for construction safety. Special precautions may be required in the vicinity of power lines and other utilities.

13. The Contractor shall furnish, erect and maintain all necessary traffic control and safety devices in accordance with the U.S.

Department of Transportation, “Manual on Uniform Traffic Control Devices” and the latest Florida Department of Transportation “Design Standards”.

14. The Contractor shall provide, erect and maintain effective barricades, danger signals, signs and pedestrian detours in all areas where required for the protection of the work and the safety of the public.

15. Maintenance of Traffic (MOT): if it becomes necessary for the Contractor to close any street to through traffic within the limits of construction, access for local traffic with destination within the project limits of construction shall be maintained. If during construction, access for local traffic is changed, the property owners affected shall be given at least three (3) days advance notice. The Contractor shall submit to the City's Engineering Representative the Traffic Control Plan for approval prior to implementation.

16. A registered Land Surveyor, at the Contractor's expense, shall reset all section corners or property corners dislocated or disturbed by any construction related activities.

17. Any National Geodetic Survey (NGS) Monument within the limits of construction is to be protected. If in danger of damage, contractor shall notify the city's field representative immediately and contact the National Geodetic Survey information center.

18. Unless noted on the plans, final grade is to generally be the same as existing grade. Restore uniformly and for proper yard drainage grade toward roadway.

19. All new utilities shall be installed with the minimum thirty six (36) inches of cover.

20. Where utilities cross the lowest pipe shall be installed first, separation shall be in accordance with 62-555.314 FAC and as detailed in City Standard Detail 402 on drawing CD01.

21. The Contractor shall be responsible for testing of all newly constructed utilities in accordance with current standards of local jurisdiction. The Contractor shall notify the local jurisdiction and the Owner or an authorized representative at least forty eight

(48) hours in advance of performing tests.

22. The Contractor shall provide all sheeting, shoring and bracing required to protect adjacent structures or to minimize trench width.

Where a separate pay item is not provided, the cost of all sheeting and bracing required shall be included in the contract price for the item of work for which sheeting, shoring and bracing is anticipated to be required in accordance with local, state, or federal regulations for construction.

23. All concrete shall have a minimum compressive strength of 3,000 psi (28-day strength), unless otherwise noted on drawings.

24. No surfacing material is to be applied to any manhole covers, frames, valve boxes, gas drops, etc. All existing and proposed utility and storm sewer structures whose tops will be exposed within any paved area shall be adjusted so that the top surface of covers or frames shall be flush with the pavement surface.

25. Materials interfering with construction shall be disposed of as directed by the City's Engineering Representative, unless otherwise noted on plans.

26. All excess soil resulting from construction activities that is not claimed by the Owner shall become the property of the Contractor and disposed of by the Contractor.

27. All disturbed landscaped and/or grassed areas shall be restored uniformly and be generally at the same elevation as existing grades.

28. All disturbed areas shall be replaced within fifteen (15) days to a condition equal to or better than existing conditions.

29. All voids after placement of sod shall be filled with prepared soil mix. The sod shall be rolled to meet the proposed grades. Sod placed on slopes 3:1 or steeper shall be pegged.

30. Areas of exposed earth resulting from construction shall be sodded in kind as directed by the City's Engineering Representative unless otherwise noted on plans.

31. The Contractor shall maintain an accurate set of marked-up drawings (As-Builts) at the construction site. Said drawings shall be made available to City staff (or City's designated representative) upon request. Maintaining As-Built drawings shall be considered a condition precedent to payment.

32. The bottom trench width in an unsupported trench shall be limited to the minimum practicable width allowing working space to place and compact the haunching material. The use of trench boxes and movable sheeting shall be performed in such a manner that removal, backfill and compaction will not disturb compacted haunching material or pipe alignment. Dewatering of the trench bottom shall be accomplished using adequate means to allow preparation of bedding, placement of the haunching material and pipe in the trench without standing water. Dewatering shall continue until sufficient backfill is placed above the pipe to prevent flotation or misalignment.

34. The Contractor shall dispose of all unsuitable materials, construction debris, and other waste materials offsite in accordance with applicable regulatory agency requirements at the Contractor's expense. All backfill shall be free of unsuitable materials.

35. The Contractor shall be responsible for providing a Hurricane Preparation Plan to the City's Engineering Representative for review and approval prior to commencing construction activities.

36. Any damage to city, county, or state roads caused by the Contractor shall be repaired by the Contractor in a timely manner and to the satisfaction of the City's Engineering Representative. Payment shall not be made for this work.

37. The Contractor shall protect private property.

38. Placement of service meter boxes shall be in accordance with City Standard Detail 405 on drawing 17.

39. The Contractor shall provide the City 60 days notice prior to starting any service line connections.

40. Contractor to confirm location and placement of service meter boxes with City Inspector and/or City's Representative.

41. All lane closures and work affecting traffic shall be scheduled, coordinated, and approved by the City.

42. Contractor shall be responsible for ensuring all existing infrastructure is properly restrained prior to valve closures, installation of line stops, or tie ins.

43. Contractor shall coordinate with the City any activities associated with bringing new mains into service. New mains shall not be incorporated into the distribution system until the main has been pressure tested, bacteriological testing, and cleared for service in accordance with FDEP requirements.

SURVEY NOTES

1. The City of Clearwater Control Network's Horizontal Datum is: North American Datum (N.A.D.), Florida State Plane Coordinates, Florida West Zone 83(1999).

2. The City of Clearwater Control Network's Vertical Datum is: North American Vertical Datum (N.A.V.D.) 1988.

3. The survey was provided by ECHO UES, INC.

4. The survey Horizontal Datum is in the Florida State Plane Coordinate System, West Zone (902), North American Datum Of 1983, 2011 Adjustment (NAD 83/11) relative to the Florida Department of Transportation’s (FDOT) Florida Permanent Reference Network (FPRN), a Real Time Kinematic (RTK) Global Positioning System (GPS).

5. The survey Vertical Datum is Based on North American Vertical Datum of 1988 (NAVD 88).

TREE PROTECTION

1. The Contractor will be responsible for adhering to all Tree Protection measures required by the City of Clearwater codes, ordinances and Standard Specifications. This will include all tree barricades, root pruning and tree trimming/pruning activities.

These requirements will apply within the specified “limits of work” and will also be applicable in all areas where the Contractor and/or his subcontractors stage, store or park vehicles, equipment, materials and debris.

2. All tree pruning and/or root pruning on existing trees to be preserved will only be performed by or under the direct supervision of an International Society of Arboriculture (ISA) Certified Arborist. Furthermore, all tree work shall conform to the American National Standards Institute (ANSI) 2001, American National Standard for Tree Care Operations - Tree, Shrub and Other Woody Plant Maintenance - Standard Practices (Pruning) ANSI A-300.

3. Where called for on the plans, install tree barricades, erosion control/silt fencing or other approved protective barriers around all trees to be preserved, per City Standard Detail. Where applicable, and specifically approved by the City's Engineering Representative protective barriers may be placed in root prune trenches.

4. Prior to any field changes taking place, it will be the Contractor's responsibility to review the potential impacts to existing trees with his Certified Arborist, and include any and all recommended tree protection measures in his proposal to modify the approved design. The City's Engineering Representative must approve, in writing, any changes to the approved design prior to implementation of said change.

5. The Contractor will avoid any open excavations, fill or other construction activities whenever possible within the “critical root zone” of any existing tree (i.e., under the drip line/canopy).

6. No vehicles, equipment or materials shall be parked or stored under/within the drip line/protective barrier area of any tree.

7. Where construction activities are anticipated to last for an extended period of time near existing trees, the Contractor shall install and maintain City approved tree barricades as shown in the Standard Details and as approved by the City's Engineering Representative.

8. Woodchips, mulch or another cushioning surface material approved by the City's Engineering Representative shall be placed to a minimum depth of ten (10) inches over areas where roots are present and construction traffic occurs.

9. All tree protection measures shall remain in place at all times during construction until the City's Engineering Representative authorizes removal.

10. The Contractor will coordinate with the City's Engineering Representative, Catherine Corcoran, at (727) 532-4749, to obtain approval in advance of any and all work within the critical root zone of any existing tree.

SEDIMENT & EROSION CONTROL

1. It is the responsibility of the Contractor to control and prevent erosion and the transportation of sediment to surface drains and outfalls.

2. The Contractor shall prepare and submit a Stormwater Pollution Prevention Plan (SWPPP) in accordance with Florida Department of Environmental Protection (FDEP) Criteria for a National Pollution Discharge Elimination System (NPDES) Activities Permit.

3. The Contractor must obtain a FDEP Generic Permit for The Discharge of Produced Ground Water, if dewatering with offsite discharge will be required. The Contractor is responsible for all required preliminary water samples to satisfy the FDEP Generic Permit for the Discharge of Produced Ground Water. Sampling shall occur thirty (30) days prior to the start of dewatering.

4. Construction operations shall be carried out in such a manner that erosion and pollution shall be minimized. The submitted SWPPP shall be complied with. All applicable federal, state, and local laws shall be complied with at all times. Please note that no hay bales are allowed on City of Clearwater projects.

ROOT PRUNING

1. Root pruning shall only be performed by or under the direct supervision of an International Society of Arboriculture (ISA) Certified Arborist.

2. Any proposed root pruning trenches shall be identified (i.e., staked or painted) on site, inspected and approved by the City's Engineering Representative prior to actual root pruning.

3. Root pruning shall be performed as far in advance of other construction activities as is feasible, but at a minimum shall be performed prior to any impacts to the soil. Associated tree protection measures should be implemented upon completion of said root pruning.

4. If there is a likelihood of excessive wind and/or rain, an exceptional care shall be taken on any root pruning activities.

5. Root pruning shall be limited to a minimum of twelve inches per one inch trunk diameter from the tree base. Any exception must be approved by the City's Engineering Representative prior to said root pruning.

6. Roots shall be cut cleanly, as far from the trunk of the tree as possible. Root pruning shall be done to a minimum depth of eighteen (18) inches from existing grade, or to the depth of the disturbance if less than eighteen (18) inches.

7. Root pruning shall be performed using a root cutting machine designed specifically for this purpose. Alternate equipment or techniques must be approved by the City's Engineering Representative, prior to any work adjacent to trees to be preserved.

8. Root pruning shall be completed, inspected and accepted prior to the commencement of any excavation or other impacts to the critical root zones of trees to be protected.

9. Excavations in an area where root are present shall not cause the tearing or ripping of tree roots. Roots must first be cleanly severed prior to continuing with the excavation, or tunneled around to prevent damage to the root.

10. Tree roots shall not be exposed to drying out. Root ends shall be covered with native soil or burlap and kept moist until final backfill or final grades have been established.

11. When deemed appropriate (e.g. during periods of drought) the city representative may require a temporary irrigation system be utilized in the remaining critical root zones of root pruned trees.

RECORD DRAWINGS

SURVEYED BY:

APPROVED BY:

REVIEWED BY:

PROJECT ENGINEER

DRAWN BY:

DATE

DATE

REVISION BY DATE

CALL 811

SHEET NO.:

CONTRACT NO.: DATE DRAWN:

DESIGNED BY:

SURVEYED BY:

HORIZ.

DRAWN BY:

VERT.

SCALE:DWG NAME: FIELD BOOK:

CHECKED BY:JOB NO.:

INVESTIGATE BEFORE YOU EXCAVATE

SUNSHINE STATE

ONE CALL

OF FLORIDA

www.callsunshine.com

(800) 432-4770

MIN. 48 HOURS

BEFORE YOU EXCAVATE

OF

3507 EAST FRONTAGE ROAD SUITE 180

TAMPA, FL 33607

TEL: (813) 549-0919

CHA CONSULTING, INC.

CERTIFICATE OF AUTHORIZATION #28386

CITY OF CLEARWATER, FLORIDA

PUBLIC WORKS DEPARTMENT -

ENGINEERING

100 S. MYRTLE AVE.

CLEARWATER, FL 33756

UTILITY OWNERS

Spectrum Attention: Mr. Ted Bingham 700 Carillon Parkway, Suite 6 St. Petersburg, Florida 3716-1123 Phone: (727) 329-2847

Frontier Communications, Inc.

Attention: Mr. Chris Blauvelt

MC: FLCW5033

1280 Cleveland Street Clearwater, Florida 33782 Phone: (727) 562-1130

Wide Open West (WOW!)

FLSP2144

Attention: Mr. James Sandman Construction Project Coordinator 3001 Gandy Boulevard North Pinellas Park, Florida 33782 Phone: (727) 239-0224 Office

Duke Energy Attention: Mr. Rico Ashley 2166 Palmetto Street, Bldg. F Clearwater, Florida 33765 Phone: (727) 562-5767

Clearwater Gas System Attention: Mr. Robert Jaeger 401 North Myrtle Avenue Clearwater, Florida 33755 Phone: (727) 562-4900 Ext. 7438

City of Clearwater Engineering Department Traffic Division Attention:

100 South Myrtle Avenue, Room 220 Clearwater, Florida 33756-4748 Phone: (727) 562-4794

City of Clearwater Engineering Department Survey Division Attention: Mr. Tom Mahony 100 South Myrtle Avenue, Room 220 Clearwater, Florida 33756-4748 Phone: (727) 562-4762

City of Clearwater Engineering Department Construction Management Attention: Mr. Tim Kurtz 100 South Myrtle Avenue, Room 220 Clearwater, Florida 33756 Phone: (727) 562-4737

City of Clearwater Engineering Department - Public Utilities - Potable, Wastewater, and Reclaimed Attention: Fred Hemerick 1650 North Arcturas Avenue Clearwater, Florida 33755 Phone: (727) 562-4960 Ext. 7249

GAS CONTRACTOR SHALL EXERCISE CAUTION

IN VICINITY OF EXISTING GAS MAIN

TEST HOLE DATA

QUANTITY TAKEOFF TABLE

ITEM UNIT AMOUNT

GROUT AND ABANDON PIPE LF 0

REMOVE AND REPLACE CONCRETE SIDEWALK SY 96

REMOVE AND REPLACE CONCRETE DRIVEWAY SY 2

REMOVE AND REPLACE ASPHALT PAVEMENT SY 127

MILL AND RESURFACE ASPHALT SY 606

REMOVE AND REPLACE CONC CURB & GUTTER LF 145

Test Hole Utility Type Utility Material Utility Size Outside Diameter (Inches)

Utility Manual Depth feet Identified By Surface Type

Surface Thickness

Inches Utility Owner Northing Easting Ground

Elevation Utility

Elevation

1-1 WM CI 6” 1.75' IRC NG N/A City of Clearwater 1324931.21' 398144.38' 25.31' 23.56'

1-2 GM PE 2.5" 1.50' IRC NG N/A Clearwater Gas 1324931.37' 398144.02' 25.25' 23.75'

1-3 WM CI 6” 1.25' IRC NG N/A City of Clearwater 1325316.17' 398253.44' 23.48' 22.23'

1-4 GM PE 1.5" 3.70' IRC NG N/A Clearwater Gas 1325314.82' 398251.91' 23.33' 19.63'

1-5 WM CI 6” 2.14' NL ASPH 4” City of Clearwater 1325425.68' 398283.43' 21.69' 19.55'

1-6 WM CI 6” 2.70' IRC NG N/A City of Clearwater 1325514.06' 398308.43' 21.29' 18.59'

1-7 GM PE 1.5" 2.05' IRC NG N/A Clearwater Gas 1325513.62' 398308.01' 21.30' 19.25'

1-8 WM CI 6” 2.40' IRC NG N/A City of Clearwater 1325932.59' 398429.12' 24.15' 21.75'

1-9 GM PE 2.5" 3.32' NL ASPH 4” Clearwater Gas 1326710.89' 398709.60' 19.59' 16.27'

1-10 WM CI 6” 1.92' NL ASPH 4” City of Clearwater 1326705.58' 398710.53' 19.56' 17.64'

1-11 FM CI 6” 1.55' NL ASPH 4” City of Clearwater 1326681.91' 398703.50' 19.57' 18.02'

1-12 BT PVC 4" 1.74' NL ASPH 4” Frontier 1325925.20' 398426.24' 24.03' 22.29'

1-13 FOC CI CASING 3" 2.00' IRC NG N/A Frontier 1325921.12' 398432.84' 24.28' 22.28'

1-14 WM PVC 6" 4.25' NL ASPH 4” City of Clearwater 1325693.71' 398196.22' 13.37' 9.12'

1-15 GM PE 2.5" 4.05' NL ASPH 4” Clearwater Gas 1325693.67' 398196.50' 13.37' 9.32'

1-16 WM CI 6” 2.22' IRC NG N/A City of Clearwater 1327117.90' 399049.50' 28.50' 26.28'

1-17 WM CI 6” 2.00' NL ASPH 4” City of Clearwater 1327157.05' 398842.88' 25.48' 23.48'

1-18 WM CI 6" 1.98' NL ASPH 4” City of Clearwater 1327129.37' 398834.53' 25.53' 23.55'

1-19 GM GALV 2” 2.00' IRC NG N/A Clearwater Gas 1327130.15' 398808.01' 24.94' 22.94'

1-20 GM PE 2.5" 1.56' IRC NG N/A Clearwater Gas 1327181.87' 398560.93' 12.63' 11.07'

1-21 WS CI 2” 1.30' IRC NG N/A City of Clearwater 1327180.10' 398561.40' 12.63' 11.33'

1-22 WM CI 12” 1.76' IRC NG N/A City of Clearwater 1327174.20' 398591.11' 13.15' 11.39'

1-23 WS CI 2” 1.30' IRC NG N/A City of Clearwater 1327173.59' 398590.29' 13.10' 11.80'

1-24 WS CI 3” 1.25' NL ASPH 4” City of Clearwater 1325958.85' 398273.79' 21.01' 19.76'

1-25 WM PVC 6” 2.76' NL ASPH 4” City of Clearwater 1325957.93' 398273.95' 21.02' 18.26'

1-26 GM CI 2.5" 2.36' NL ASPH 4” Clearwater Gas 1325955.63' 398273.88' 21.06' 18.70'

1-27 WM DIP 6” 1.46' NL ASPH 4” City of Clearwater 1326485.40' 398380.61' 13.35' 11.89'

1-28 GM STL 2.5" 2.78' NL ASPH 4” Clearwater Gas 1326709.48' 398688.97' 19.37' 16.59'

1-29 WM CI 2.5" 1.54' IRC NG N/A City of Clearwater 1325930.17' 398401.47' 24.30' 22.76'

1-30 WM CI 2” 2.20' IRC NG N/A City of Clearwater 1325932.17' 398405.05' 24.12' 21.92'

1-31 GM PE 2” 4.31' IRC NG N/A Clearwater Gas 1325932.09' 398405.34' 24.10' 19.79'

1-32 FM CI 6” 0.92' NL ASPH 4” City of Clearwater 1326736.69' 398437.05' 17.54' 16.62'

1-33 WM PVC 6” 2.40' NL ASPH 4” City of Clearwater 1326759.19' 398446.23' 17.82' 15.42'

1-34 GM PE 2.5" 5.52' IRC NG N/A Clearwater Gas 1325584.91' 398175.94' 11.38' 5.86'

1-35 WS GALV 1.5" 1.90' NL ASPH 4” City of Clearwater 1326760.11' 398445.91' 17.76' 15.86'

1-36 WM CI 6” 3.42' IRC NG N/A City of Clearwater 1325588.57' 398167.80' 11.34' 7.92'

1-37 BE DBC 2.5" 3.84' X CONC 4” Duke 1325608.24' 398172.93' 10.86' 7.02'

1-38 WM CI 6” 4.06' X CONC 4” City of Clearwater 1325608.19' 398173.68' 10.87' 6.81' mailto:Theodore.bingham@mybrighthouse.com

OPEN CUT

(~18 LF)

PIPE BURSTING

(~401 LF, THIS SHEET)

RECORD DRAWINGS

SURVEYED BY:

APPROVED BY:

REVIEWED BY:

PROJECT ENGINEER

DRAWN BY:

DATE

DATE

REVISION BY DATE

CALL 811

SHEET NO.:

CONTRACT NO.: DATE DRAWN:

DESIGNED BY:

SURVEYED BY:

HORIZ.

DRAWN BY:

VERT.

SCALE:DWG NAME: FIELD BOOK:

CHECKED BY:JOB NO.:

INVESTIGATE BEFORE YOU EXCAVATE

SUNSHINE STATE

ONE CALL

OF FLORIDA

www.callsunshine.com

(800) 432-4770

MIN. 48 HOURS

BEFORE YOU EXCAVATE

OF

3507 EAST FRONTAGE ROAD SUITE 180

TAMPA, FL 33607

TEL: (813) 549-0919

CHA CONSULTING, INC.

CERTIFICATE OF AUTHORIZATION #28386

CITY OF CLEARWATER, FLORIDA

PUBLIC WORKS DEPARTMENT -

ENGINEERING

100 S. MYRTLE AVE.

CLEARWATER, FL 33756

GENERAL NOTES

1. MINIMUM SEPARATION BETWEEN PROPOSED WATER MAIN AND EXISTING

GAS MAIN SHALL BE 3-FEET. CONTRACTOR TO COORDINATE WITH GAS

UTILITY OWNER FOR ANY NECESSARY REQUIREMENTS DURING

CONSTRUCTION.

2. DEFLECT PIPE AT JOINTS MAXIMUM 75% OF MANUFACTURERS ALLOWABLE

DEFLECTION.

3. CONTRACTOR SHALL TEMPORARILY INSTALL AND MAINTAIN A TEMPORARY

DRIVING SURFACE (ASPHALT MILLINGS, ETC.) WHEN REMOVING ANY

DRIVEWAYS UNTIL THE DRIVEWAYS ARE PERMANENTLY RESTORED.

4. CONTRACTOR SHALL MAINTAIN ROADWAY ACCESS AT ALL TIMES.

5. INSTALL 1-INCH RESIDENTIAL OR 2-INCH COMMERCIAL SERVICE LINE AND

POTABLE WATER METER BOX ADJACENT TO EACH EXISTING WATER

METER/PARCEL (5-FEET MIN SEPARATION), ON BOTH SIDES OF ROW WITH

SHORT SERVICES AND LONG SERVICES WITH CASINGS, IN ACCORDANCE

WITH CITY INDEX DETAILS. FOR NEW SERVICES, CONTRACTOR SHALL

CONFIRM LOCATION AND PLACEMENT OF SERVICE METER BOXES WITH CITY

INSPECTOR AND/OR CITY'S REPRESENTATIVE.

6. CONTRACTOR SHALL VERIFY LOCATION, MATERIAL, AND DEPTH OF EXISTING

INFRASTRUCTURE PRIOR TO CONSTRUCTION.

7. CONTRACTOR SHALL MAINTAIN WATER SERVICE AT ALL TIMES TO

CUSTOMERS. ANY INTERRUPTIONS SHALL BE COORDINATED WITH THE CITY

WITH MINIMUM 10 DAY NOTICE.

8. ONLY THE CITY MAY TURN EXISTING VALVES. IF POTABLE WATER MAIN

ISOLATION IS REQUIRED, THE CONTRACTOR SHALL NOTIFY THE CITY AND

RPR INSPECTOR.

9. CONTRACTOR TO INSTALL TREE PROTECTION AS NECESSARY IN

ACCORDANCE WITH CITY STANDARD DETAIL INDEX 909, SEE CITY WEBSITE:

"https://www.myclearwater.com/government/city-departments/engineering/ documents-publications/construction-standards". CONTRACTOR SHALL

COORDINATE WITH ARBORIST FOR PROPER COMPLETION OF TREE

PROTECTION AND ROOT PRUNING IN ACCORDANCE WITH CITY

SPECIFICATIONS.

10. CONTRACTOR TO FIELD VERIFY ALL UTILITIES PRIOR TO EXCAVATION.

11. CONTRACTOR SHALL COORDINATE WITH CITY TO SHUT DOWN WATER MAINS

REQUIRED TO COMPLETE THE INSTALLATION OF NEW FIRE HYDRANT AND

ASSOCIATED CONNECTIONS. CONTRACTOR SHALL VERIFY ALL

CUSTOMERS/BUILDINGS HAVE WATER SERVICE PRIOR TO CUTTING AND

CAPPING EXISTING WATER MAINS.

12. CONTRACTOR SHALL ADJUST ALL WATER METERS TO MATCH EXISTING

GRADE.

13. CONTRACTOR SHALL RESTRAIN EXISTING MAINS AS NECESSARY IN

ACCORDANCE WITH CITY STANDARD DETAIL 407. WHERE INSTALLATION OF

RESTRAINTS MAY REQUIRE EXCAVATION OF THE ROADWAY, CONTRACTOR

SHALL COORDINATE WITH CITY AND CITY'S REPRESENTATIVE TO CONFIRM

RESTRAINING PRIOR TO INSTALLATION.

14. CONTRACTOR SHALL COORDINATE WITH CITY AND/OR RPR INSPECTOR

PRIOR TO INSTALLATION OF ANY TEAM'S INSERTVALVE OR LINESTOPS TO

CONFIRM IF EXISTING VALVES MAY ISOLATE THE MAIN IN LIEU OF

PROPOSED VALVES/LINESTOPS.

15. FOR ALL WATER SERVICE REPLACEMENTS/CONNECTIONS, ANY SIDEWALK

OR PAVEMENT IMPACTED SHALL BE REMOVED AND REPLACED.

16. CONTRACTOR SHALL COMPLETE ALL FINAL SERVICE TIE INS TO CUSTOMER

WATER METERS AND FIRE SERVICE LINES AFTER FDEP CLEARANCE IS

RECEIVED.

VE

R

TI

C

AL

S

C

AL

E:

2'

M

AT

C H

LI

N

E S

EE

D

R

AW

IN

G

LEGEND

REMOVE EXISTING PIPING

GROUT AND ABANDON EXISTING PIPING

REMOVE AND REPLACE CONCRETE CURB AND GUTTER

REMOVE AND REPLACE ASPHALT PAVEMENT,

INCLUDING PAVEMENT MARKINGS

MILL AND OVERLAY ASPHALT PAVEMENT

REMOVE AND REPLACE CONCRETE DRIVEWAY

REMOVE AND REPLACE CONCRETE SIDEWALK

NOTE: PATTERN ROTATIONS MAY DIFFER FROM LEGEND IN PLAN VIEW.

PLEASE SEE QUANTITY TAKEOFF TABLE IN GENERAL DRAWINGS.

PIPE BURSTING NOTES

1. THE PIPELINE SHALL BE INSTALLED AS A CONTINUOUS OPERATION

WHERE THE EXISTING WATER MAIN IS REMOVED AND REPLACED IN THE

SAME LOCATION. WATER SERVICE SHALL BE MAINTAINED AT ALL TIMES

TO CUSTOMERS VIA TEMPORARY BYPASSING.

2. THE CONTRACTOR SHALL SUBMIT A TEMPORARY BYPASSING PLAN

IDENTIFYING THE PROPOSED LOCATIONS OF TEMPORARY TAPS FOR

BYPASSING, VALVING, PLACEMENT OF BYPASSING DRIVEWAY SURFACES,

AND CUSTOMER CONNECTIONS. TEMPORARY BYPASSING SHALL CONSIST

OF A MINIMUM OF A 2-INCH DIAMETER WATER MAIN CONNECTED TO THE

CITY'S EXISTING WATER MAIN VIA A 2-INCH CONNECTION THAT MEETS

THE REQUIREMENTS OF THE CITY'S STANDARD DETAIL FOR WATER

SERVICE CONNECTION INCLUDING BUT NOT LIMITED TO CORP STOP AND

TAPPING SADDLE.

3. CONNECTIONS TO EXISTING WATER MAINS SHALL BE DONE IN A TIMELY

MANNER. AT NO TIME SHALL THE FLOW OF WATER RUNNING THE LENGTH

OF THE PROJECT BE STOPPED EXCEPT TO RECONNECT TO WATER MAINS

THAT HAVE BEEN TESTED AND CLEARED FOR POTABLE WATER USE. THE

CONTRACTOR SHALL FACILITATE THE CONNECTION OF THE NEW SERVICE

LINES TO THE EXISTING METERS UNDER SUPERVISION OF THE CITY

CONSTRUCTION INSPECTOR.

4. THE CONTRACTOR SHALL MAINTAIN WATER QUALITY THROUGHOUT

BYPASSING. TO MAINTAIN WATER QUALITY, THE CONTRACTOR MAY BE

REQUIRED TO PROVIDE FLUSHING HYDRANTS AT EACH DEAD-END AND

FLUSH THE MAIN AT THREE-DAY INTERVALS AS REQUIRED TO SATISFY

FDEP REQUIREMENTS. THE WATER MAIN SHALL BE FLUSHED FOR THE

DURATION REQUIRED TO REMOVE TWO VOLUMES OF WATER FROM THE

DEAD END SECTION. THE CONTRACTOR SHALL OBTAIN WATER SAMPLES

AS REQUIRED TO COMPLETE FDEP SHUTDOWN REQUIREMENTS. ALL

COSTS FOR TEMPORARY CUTTING, REQUIRED TESTING, AND PLUGGING

WATER MAINS, AND MAINTAINING WATER QUALITY SHALL BE AT THE

EXPENSE OF THE CONTRACTOR WITH NO ADDITIONAL COST TO THE CITY.

5. FOR TIE INS WHERE SERVICE MAY BE TEMPORARILY INTERRUPTED, THE

CONTRACTOR MUST HAVE PRE-ASSEMBLED ALL NEW PIPING EXCEPT AT

THE POINT OF THE TIE-IN INCLUDING SERVICE LINES BEING

TRANSFERRED TO THE NEW MAIN. THE ENTIRE PRE-ASSEMBLY SHALL BE

SUCCESSFULLY PRESSURE TESTED AND BACTERIOLOGICAL TESTED

PRIOR TO THE SHUTDOWN. THE CONTRACTOR SHALL HAVE SUFFICIENT

CREWS ON SITE TO ACCOMPLISH THE SHUTDOWN IN LESS THAN FOUR (4)

HOURS.

6. THE CONTRACTOR SHALL PROVIDE REQUIRED SAMPLING IMMEDIATELY

FOLLOWING PLACING THE WATER MAIN BACK IN SERVICE. ALL SAMPLES

MUST PASS TWO (2) CONSECUTIVE DAYS OF SAMPLING TO BE APPROVED.

IN ORDER TO ISSUE RESCIND BOIL WATER NOTICES, THE CITY MUST BE

NOTIFIED IMMEDIATELY OF PASSED SAMPLE RESULTS. FINAL TESTING

RESULTS SHALL BE KEPT IN THE JOB FILE AND MADE AVAILABLE UPON

REQUEST TO FDEP.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE CITY

FIRE DEPARTMENT OF BYPASSING OPERATIONS WHERE FIRE FLOW MAY

BE LIMITED.

8. THE INFORMATION SHOWN IS BASED ON CITY GIS INFORMATION. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL

UTILITIES.

9. THROUGHOUT DURATION OF CONSTRUCTION, THE CONTRACTOR SHALL

BE RESPONSIBLE FOR MONITORING AND PROTECTING THE INTEGRITY OF

THE SEA WALL AND ALL EXISTING STRUCTURES.

10. CONTRACTOR MAY FIELD LOCATE ADDITIONAL PITS AS NECESSARY FOR

PIPE BURSTING SECTIONS. CONTRACTOR SHALL SUBMIT FOR APPROVAL

PLACEMENT OF PITS WITH CITY AND/OR CITY REPRESENTATIVE.

11. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING AND RESTORING

ANY HEAVING RESULTING FROM PIPE BURSTING OPERATIONS.

GAS

(~22 LF)

PIPE BURSTING

(~293 LF, THIS SHEET)

OPEN CUT

(~10 LF)PIPE BURSTING

(~84 LF, THIS SHEET)

PIPE BURSTING

(~92 LF, THIS SHEET)

VE

R

TI

C

AL

S

C

AL

E:

2'

RECORD DRAWINGS

SURVEYED BY:

APPROVED BY:

REVIEWED BY:

PROJECT ENGINEER

DRAWN BY:

DATE

DATE

REVISION BY DATE

CALL 811

SHEET NO.:

CONTRACT NO.: DATE DRAWN:

DESIGNED BY:

SURVEYED BY:

HORIZ.

DRAWN BY:

VERT.

SCALE:DWG NAME: FIELD BOOK:

CHECKED BY:JOB NO.:

INVESTIGATE BEFORE YOU EXCAVATE

SUNSHINE STATE

ONE CALL

OF FLORIDA

www.callsunshine.com

(800) 432-4770

MIN. 48 HOURS

BEFORE YOU EXCAVATE

OF

3507 EAST FRONTAGE ROAD SUITE 180

TAMPA, FL 33607

TEL: (813) 549-0919

CHA CONSULTING, INC.

CERTIFICATE OF AUTHORIZATION #28386

CITY OF CLEARWATER, FLORIDA

PUBLIC WORKS DEPARTMENT -

ENGINEERING

100 S. MYRTLE AVE.

CLEARWATER, FL 33756

GENERAL NOTES

1. MINIMUM SEPARATION BETWEEN PROPOSED WATER MAIN AND EXISTING

GAS MAIN SHALL BE 3-FEET. CONTRACTOR TO COORDINATE WITH GAS

UTILITY OWNER FOR ANY NECESSARY REQUIREMENTS DURING

CONSTRUCTION.

2. DEFLECT PIPE AT JOINTS MAXIMUM 75% OF MANUFACTURERS ALLOWABLE

DEFLECTION.

3. CONTRACTOR SHALL TEMPORARILY INSTALL AND MAINTAIN A TEMPORARY

DRIVING SURFACE (ASPHALT MILLINGS, ETC.) WHEN REMOVING ANY

DRIVEWAYS UNTIL THE DRIVEWAYS ARE PERMANENTLY RESTORED.

4. CONTRACTOR SHALL MAINTAIN ROADWAY ACCESS AT ALL TIMES.

5. INSTALL 1-INCH RESIDENTIAL OR 2-INCH COMMERCIAL SERVICE LINE AND

POTABLE WATER METER BOX ADJACENT TO EACH EXISTING WATER

METER/PARCEL (5-FEET MIN SEPARATION), ON BOTH SIDES OF ROW WITH

SHORT SERVICES AND LONG SERVICES WITH CASINGS, IN ACCORDANCE

WITH CITY INDEX DETAILS. FOR NEW SERVICES, CONTRACTOR SHALL

CONFIRM LOCATION AND PLACEMENT OF SERVICE METER BOXES WITH CITY

INSPECTOR AND/OR CITY'S REPRESENTATIVE.

6. CONTRACTOR SHALL VERIFY LOCATION, MATERIAL, AND DEPTH OF EXISTING

INFRASTRUCTURE PRIOR TO CONSTRUCTION.

7. CONTRACTOR SHALL MAINTAIN WATER SERVICE AT ALL TIMES TO

CUSTOMERS. ANY INTERRUPTIONS SHALL BE COORDINATED WITH THE CITY

WITH MINIMUM 10 DAY NOTICE.

8. ONLY THE CITY MAY TURN EXISTING VALVES. IF POTABLE WATER MAIN

ISOLATION IS REQUIRED, THE CONTRACTOR SHALL NOTIFY THE CITY AND

RPR INSPECTOR.

9. CONTRACTOR TO INSTALL TREE PROTECTION AS NECESSARY IN

ACCORDANCE WITH CITY STANDARD DETAIL INDEX 909, SEE CITY WEBSITE:

"https://www.myclearwater.com/government/city-departments/engineering/ documents-publications/construction-standards". CONTRACTOR SHALL

COORDINATE WITH ARBORIST FOR PROPER COMPLETION OF TREE

PROTECTION AND ROOT PRUNING IN ACCORDANCE WITH CITY

SPECIFICATIONS.

10. CONTRACTOR TO FIELD VERIFY ALL UTILITIES PRIOR TO EXCAVATION.

11. CONTRACTOR SHALL COORDINATE WITH CITY TO SHUT DOWN WATER MAINS

REQUIRED TO COMPLETE THE INSTALLATION OF NEW FIRE HYDRANT AND

ASSOCIATED CONNECTIONS. CONTRACTOR SHALL VERIFY ALL

CUSTOMERS/BUILDINGS HAVE WATER SERVICE PRIOR TO CUTTING AND

CAPPING EXISTING WATER MAINS.

12. CONTRACTOR SHALL ADJUST ALL WATER METERS TO MATCH EXISTING

GRADE.

13. CONTRACTOR SHALL RESTRAIN EXISTING MAINS AS NECESSARY IN

ACCORDANCE WITH CITY STANDARD DETAIL 407. WHERE INSTALLATION OF

RESTRAINTS MAY REQUIRE EXCAVATION OF THE ROADWAY, CONTRACTOR

SHALL COORDINATE WITH CITY AND CITY'S REPRESENTATIVE TO CONFIRM

RESTRAINING PRIOR TO INSTALLATION.

14. CONTRACTOR SHALL COORDINATE WITH CITY AND/OR RPR INSPECTOR

PRIOR TO INSTALLATION OF ANY TEAM'S INSERTVALVE OR LINESTOPS TO

CONFIRM IF EXISTING VALVES MAY ISOLATE THE MAIN IN LIEU OF

PROPOSED VALVES/LINESTOPS.

15. FOR ALL WATER SERVICE REPLACEMENTS/CONNECTIONS, ANY SIDEWALK

OR PAVEMENT IMPACTED SHALL BE REMOVED AND REPLACED.

16. CONTRACTOR SHALL COMPLETE ALL FINAL SERVICE TIE INS TO CUSTOMER

WATER METERS AND FIRE SERVICE LINES AFTER FDEP CLEARANCE IS

RECEIVED.

M

AT

C H

LI

N

E S

EE

D

R

AW

IN

G

LEGEND

REMOVE EXISTING PIPING

GROUT AND ABANDON EXISTING PIPING

REMOVE AND REPLACE CONCRETE CURB AND GUTTER

REMOVE AND REPLACE ASPHALT PAVEMENT,

INCLUDING PAVEMENT MARKINGS

MILL AND OVERLAY ASPHALT PAVEMENT

REMOVE AND REPLACE CONCRETE DRIVEWAY

REMOVE AND REPLACE CONCRETE SIDEWALK

NOTE: PATTERN ROTATIONS MAY DIFFER FROM LEGEND IN PLAN VIEW.

PLEASE SEE QUANTITY TAKEOFF TABLE IN GENERAL DRAWINGS.

M

ATC

H

LIN

E SEE D

R

AW

IN

G

PIPE BURSTING NOTES

1. THE PIPELINE SHALL BE INSTALLED AS A CONTINUOUS OPERATION

WHERE THE EXISTING WATER MAIN IS REMOVED AND REPLACED IN THE

SAME LOCATION. WATER SERVICE SHALL BE MAINTAINED AT ALL TIMES

TO CUSTOMERS VIA TEMPORARY BYPASSING.

2. THE CONTRACTOR SHALL SUBMIT A TEMPORARY BYPASSING PLAN

IDENTIFYING THE PROPOSED LOCATIONS OF TEMPORARY TAPS FOR

BYPASSING, VALVING, PLACEMENT OF BYPASSING DRIVEWAY SURFACES,

AND CUSTOMER CONNECTIONS. TEMPORARY BYPASSING SHALL CONSIST

OF A MINIMUM OF A 2-INCH DIAMETER WATER MAIN CONNECTED TO THE

CITY'S EXISTING WATER MAIN VIA A 2-INCH CONNECTION THAT MEETS

THE REQUIREMENTS OF THE CITY'S STANDARD DETAIL FOR WATER

SERVICE CONNECTION INCLUDING BUT NOT LIMITED TO CORP STOP AND

TAPPING SADDLE.

3. CONNECTIONS TO EXISTING WATER MAINS SHALL BE DONE IN A TIMELY

MANNER. AT NO TIME SHALL THE FLOW OF WATER RUNNING THE LENGTH

OF THE PROJECT BE STOPPED EXCEPT TO RECONNECT TO WATER MAINS

THAT HAVE BEEN TESTED AND CLEARED FOR POTABLE WATER USE. THE

CONTRACTOR SHALL FACILITATE THE CONNECTION OF THE NEW SERVICE

LINES TO THE EXISTING METERS UNDER SUPERVISION OF THE CITY

CONSTRUCTION INSPECTOR.

4. THE CONTRACTOR SHALL MAINTAIN WATER QUALITY THROUGHOUT

BYPASSING. TO MAINTAIN WATER QUALITY, THE CONTRACTOR MAY BE

REQUIRED TO PROVIDE FLUSHING HYDRANTS AT EACH DEAD-END AND

FLUSH THE MAIN AT THREE-DAY INTERVALS AS REQUIRED TO SATISFY

FDEP REQUIREMENTS. THE WATER MAIN SHALL BE FLUSHED FOR THE

DURATION REQUIRED TO REMOVE TWO VOLUMES OF WATER FROM THE

DEAD END SECTION. THE CONTRACTOR SHALL OBTAIN WATER SAMPLES

AS REQUIRED TO COMPLETE FDEP SHUTDOWN REQUIREMENTS. ALL

COSTS FOR TEMPORARY CUTTING, REQUIRED TESTING, AND PLUGGING

WATER MAINS, AND MAINTAINING WATER QUALITY SHALL BE AT THE

EXPENSE OF THE CONTRACTOR WITH NO ADDITIONAL COST TO THE CITY.

5. FOR TIE INS WHERE SERVICE MAY BE TEMPORARILY INTERRUPTED, THE

CONTRACTOR MUST HAVE PRE-ASSEMBLED ALL NEW PIPING EXCEPT AT

THE POINT OF THE TIE-IN INCLUDING SERVICE LINES BEING

TRANSFERRED TO THE NEW MAIN. THE ENTIRE PRE-ASSEMBLY SHALL BE

SUCCESSFULLY PRESSURE TESTED AND BACTERIOLOGICAL TESTED

PRIOR TO THE SHUTDOWN. THE CONTRACTOR SHALL HAVE SUFFICIENT

CREWS ON SITE TO ACCOMPLISH THE SHUTDOWN IN LESS THAN FOUR (4)

HOURS.

6. THE CONTRACTOR SHALL PROVIDE REQUIRED SAMPLING IMMEDIATELY

FOLLOWING PLACING THE WATER MAIN BACK IN SERVICE. ALL SAMPLES

MUST PASS TWO (2) CONSECUTIVE DAYS OF SAMPLING TO BE APPROVED.

IN ORDER TO ISSUE RESCIND BOIL WATER NOTICES, THE CITY MUST BE

NOTIFIED IMMEDIATELY OF PASSED SAMPLE RESULTS. FINAL TESTING

RESULTS SHALL BE KEPT IN THE JOB FILE AND MADE AVAILABLE UPON

REQUEST TO FDEP.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE CITY

FIRE DEPARTMENT OF BYPASSING OPERATIONS WHERE FIRE FLOW MAY

BE LIMITED.

8. THE INFORMATION SHOWN IS BASED ON CITY GIS INFORMATION. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL

UTILITIES.

9. THROUGHOUT DURATION OF CONSTRUCTION, THE CONTRACTOR SHALL

BE RESPONSIBLE FOR MONITORING AND PROTECTING THE INTEGRITY OF

THE SEA WALL AND ALL EXISTING STRUCTURES.

10. CONTRACTOR MAY FIELD LOCATE ADDITIONAL PITS AS NECESSARY FOR

PIPE BURSTING SECTIONS. CONTRACTOR SHALL SUBMIT FOR APPROVAL

PLACEMENT OF PITS WITH CITY AND/OR CITY REPRESENTATIVE.

11. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING AND RESTORING

ANY HEAVING RESULTING FROM PIPE BURSTING OPERATIONS.

GAS GAS GAS GAS

(~16 LF)

PIPE BURSTING

(~367 LF, THIS SHEET)

PIPE BURSTING

(~116 LF, THIS SHEET)

VE

R

TI

C

AL

S

C

AL

E:

2'

RECORD DRAWINGS

SURVEYED BY:

APPROVED BY:

REVIEWED BY:

PROJECT ENGINEER

DRAWN BY:

DATE

DATE

REVISION BY DATE

CALL 811

SHEET NO.:

CONTRACT NO.: DATE DRAWN:

DESIGNED BY:

SURVEYED BY:

HORIZ.

DRAWN BY:

VERT.

SCALE:DWG NAME: FIELD BOOK:

CHECKED BY:JOB NO.:

INVESTIGATE BEFORE YOU EXCAVATE

SUNSHINE STATE

ONE CALL

OF FLORIDA

www.callsunshine.com

(800) 432-4770

MIN. 48 HOURS

BEFORE YOU EXCAVATE

OF

3507 EAST FRONTAGE ROAD SUITE 180

TAMPA, FL 33607

TEL: (813) 549-0919

CHA CONSULTING, INC.

CERTIFICATE OF AUTHORIZATION #28386

CITY OF CLEARWATER, FLORIDA

PUBLIC WORKS DEPARTMENT -

ENGINEERING

100 S. MYRTLE AVE.

CLEARWATER, FL 33756

GENERAL NOTES

1. MINIMUM SEPARATION BETWEEN PROPOSED WATER MAIN AND EXISTING

GAS MAIN SHALL BE 3-FEET. CONTRACTOR TO COORDINATE WITH GAS

UTILITY OWNER FOR ANY NECESSARY REQUIREMENTS DURING

CONSTRUCTION.

2. DEFLECT PIPE AT JOINTS MAXIMUM 75% OF MANUFACTURERS ALLOWABLE

DEFLECTION.

3. CONTRACTOR SHALL TEMPORARILY INSTALL AND MAINTAIN A TEMPORARY

DRIVING SURFACE (ASPHALT MILLINGS, ETC.) WHEN REMOVING ANY

DRIVEWAYS UNTIL THE DRIVEWAYS ARE PERMANENTLY RESTORED.

4. CONTRACTOR SHALL MAINTAIN ROADWAY ACCESS AT ALL TIMES.

5. INSTALL 1-INCH RESIDENTIAL OR 2-INCH COMMERCIAL SERVICE LINE AND

POTABLE WATER METER BOX ADJACENT TO EACH EXISTING WATER

METER/PARCEL (5-FEET MIN SEPARATION), ON BOTH SIDES OF ROW WITH

SHORT SERVICES AND LONG SERVICES WITH CASINGS, IN ACCORDANCE

WITH CITY INDEX DETAILS. FOR NEW SERVICES, CONTRACTOR SHALL

CONFIRM LOCATION AND PLACEMENT OF SERVICE METER BOXES WITH CITY

INSPECTOR AND/OR CITY'S REPRESENTATIVE.

6. CONTRACTOR SHALL VERIFY LOCATION, MATERIAL, AND DEPTH OF EXISTING

INFRASTRUCTURE PRIOR TO CONSTRUCTION.

7. CONTRACTOR SHALL MAINTAIN WATER SERVICE AT ALL TIMES TO

CUSTOMERS. ANY INTERRUPTIONS SHALL BE COORDINATED WITH THE CITY

WITH MINIMUM 10 DAY NOTICE.

8. ONLY THE CITY MAY TURN EXISTING VALVES. IF POTABLE WATER MAIN

ISOLATION IS REQUIRED, THE CONTRACTOR SHALL NOTIFY THE CITY AND

RPR INSPECTOR.

9. CONTRACTOR TO INSTALL TREE PROTECTION AS NECESSARY IN

ACCORDANCE WITH CITY STANDARD DETAIL INDEX 909, SEE CITY WEBSITE:

"https://www.myclearwater.com/government/city-departments/engineering/ documents-publications/construction-standards". CONTRACTOR SHALL

COORDINATE WITH ARBORIST FOR PROPER COMPLETION OF TREE

PROTECTION AND ROOT PRUNING IN ACCORDANCE WITH CITY

SPECIFICATIONS.

10. CONTRACTOR TO FIELD VERIFY ALL UTILITIES PRIOR TO EXCAVATION.

11. CONTRACTOR SHALL COORDINATE WITH CITY TO SHUT DOWN WATER MAINS

REQUIRED TO COMPLETE THE INSTALLATION OF NEW FIRE HYDRANT AND

ASSOCIATED CONNECTIONS. CONTRACTOR SHALL VERIFY ALL

CUSTOMERS/BUILDINGS HAVE WATER SERVICE PRIOR TO CUTTING AND

CAPPING EXISTING WATER MAINS.

12. CONTRACTOR SHALL ADJUST ALL WATER METERS TO MATCH EXISTING

GRADE.

13. CONTRACTOR SHALL RESTRAIN EXISTING MAINS AS NECESSARY IN

ACCORDANCE WITH CITY STANDARD DETAIL 407. WHERE INSTALLATION OF

RESTRAINTS MAY REQUIRE EXCAVATION OF THE ROADWAY, CONTRACTOR

SHALL COORDINATE WITH CITY AND CITY'S REPRESENTATIVE TO CONFIRM

RESTRAINING PRIOR TO INSTALLATION.

14. CONTRACTOR SHALL COORDINATE WITH CITY AND/OR RPR INSPECTOR

PRIOR TO INSTALLATION OF ANY TEAM'S INSERTVALVE OR LINESTOPS TO

CONFIRM IF EXISTING VALVES MAY ISOLATE THE MAIN IN LIEU OF

PROPOSED VALVES/LINESTOPS.

15. FOR ALL WATER SERVICE REPLACEMENTS/CONNECTIONS, ANY SIDEWALK

OR PAVEMENT IMPACTED SHALL BE REMOVED AND REPLACED.

16. CONTRACTOR SHALL COMPLETE ALL FINAL SERVICE TIE INS TO CUSTOMER

WATER METERS AND FIRE SERVICE LINES AFTER FDEP CLEARANCE IS

RECEIVED.

M

AT

C H

LI

N

E S

EE

D

R

AW

IN

G

LEGEND

REMOVE EXISTING PIPING

GROUT AND ABANDON EXISTING PIPING

REMOVE AND REPLACE CONCRETE CURB AND GUTTER

REMOVE AND REPLACE ASPHALT PAVEMENT,

INCLUDING PAVEMENT MARKINGS

MILL AND OVERLAY ASPHALT PAVEMENT

REMOVE AND REPLACE CONCRETE DRIVEWAY

REMOVE AND REPLACE CONCRETE SIDEWALK

NOTE: PATTERN ROTATIONS MAY DIFFER FROM LEGEND IN PLAN VIEW.

PLEASE SEE QUANTITY TAKEOFF TABLE IN GENERAL DRAWINGS.

M

ATC

H

LIN

E SEE D

R

AW

IN

G

GAS

PIPE BURSTING NOTES

1. THE PIPELINE SHALL BE INSTALLED AS A CONTINUOUS OPERATION

WHERE THE EXISTING WATER MAIN IS REMOVED AND REPLACED IN THE

SAME LOCATION. WATER SERVICE SHALL BE MAINTAINED AT ALL TIMES

TO CUSTOMERS VIA TEMPORARY BYPASSING.

2. THE CONTRACTOR SHALL SUBMIT A TEMPORARY BYPASSING PLAN

IDENTIFYING THE PROPOSED LOCATIONS OF TEMPORARY TAPS FOR

BYPASSING, VALVING, PLACEMENT OF BYPASSING DRIVEWAY SURFACES,

AND CUSTOMER CONNECTIONS. TEMPORARY BYPASSING SHALL CONSIST

OF A MINIMUM OF A 2-INCH DIAMETER WATER MAIN CONNECTED TO THE

CITY'S EXISTING WATER MAIN VIA A 2-INCH CONNECTION THAT MEETS

THE REQUIREMENTS OF THE CITY'S STANDARD DETAIL FOR WATER

SERVICE CONNECTION INCLUDING BUT NOT LIMITED TO CORP STOP AND

TAPPING SADDLE.

3. CONNECTIONS TO EXISTING WATER MAINS SHALL BE DONE IN A TIMELY

MANNER. AT NO TIME SHALL THE FLOW OF WATER RUNNING THE LENGTH

OF THE PROJECT BE STOPPED EXCEPT TO RECONNECT TO WATER MAINS

THAT HAVE BEEN TESTED AND CLEARED FOR POTABLE WATER USE. THE

CONTRACTOR SHALL FACILITATE THE CONNECTION OF THE NEW SERVICE

LINES TO THE EXISTING METERS UNDER SUPERVISION OF THE CITY

CONSTRUCTION INSPECTOR.

4. THE CONTRACTOR SHALL MAINTAIN WATER QUALITY THROUGHOUT

BYPASSING. TO MAINTAIN WATER QUALITY, THE CONTRACTOR MAY BE

REQUIRED TO PROVIDE FLUSHING HYDRANTS AT EACH DEAD-END AND

FLUSH THE MAIN AT THREE-DAY INTERVALS AS REQUIRED TO SATISFY

FDEP REQUIREMENTS. THE WATER MAIN SHALL BE FLUSHED FOR THE

DURATION REQUIRED TO REMOVE TWO VOLUMES OF WATER FROM THE

DEAD END SECTION. THE CONTRACTOR SHALL OBTAIN WATER SAMPLES

AS REQUIRED TO COMPLETE FDEP SHUTDOWN REQUIREMENTS. ALL

COSTS FOR TEMPORARY CUTTING, REQUIRED TESTING, AND PLUGGING

WATER MAINS, AND MAINTAINING WATER QUALITY SHALL BE AT THE

EXPENSE OF THE CONTRACTOR WITH NO ADDITIONAL COST TO THE CITY.

5. FOR TIE INS WHERE SERVICE MAY BE TEMPORARILY INTERRUPTED, THE

CONTRACTOR MUST HAVE PRE-ASSEMBLED ALL NEW PIPING EXCEPT AT

THE POINT OF THE TIE-IN INCLUDING SERVICE LINES BEING

TRANSFERRED TO THE NEW MAIN. THE ENTIRE PRE-ASSEMBLY SHALL BE

SUCCESSFULLY PRESSURE TESTED AND BACTERIOLOGICAL TESTED

PRIOR TO THE SHUTDOWN. THE CONTRACTOR SHALL HAVE SUFFICIENT

CREWS ON SITE TO ACCOMPLISH THE SHUTDOWN IN LESS THAN FOUR (4)

HOURS.

6. THE CONTRACTOR SHALL PROVIDE REQUIRED SAMPLING IMMEDIATELY

FOLLOWING PLACING THE WATER MAIN BACK IN SERVICE. ALL SAMPLES

MUST PASS TWO (2) CONSECUTIVE DAYS OF SAMPLING TO BE APPROVED.

IN ORDER TO ISSUE RESCIND BOIL WATER NOTICES, THE CITY MUST BE

NOTIFIED IMMEDIATELY OF PASSED SAMPLE RESULTS. FINAL TESTING

RESULTS SHALL BE KEPT IN THE JOB FILE AND MADE AVAILABLE UPON

REQUEST TO FDEP.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE CITY

FIRE DEPARTMENT OF BYPASSING OPERATIONS WHERE FIRE FLOW MAY

BE LIMITED.

8. THE INFORMATION SHOWN IS BASED ON CITY GIS INFORMATION. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL

UTILITIES.

9. THROUGHOUT DURATION OF CONSTRUCTION, THE CONTRACTOR SHALL

BE RESPONSIBLE FOR MONITORING AND PROTECTING THE INTEGRITY OF

THE SEA WALL AND ALL EXISTING STRUCTURES.

10. CONTRACTOR MAY FIELD LOCATE ADDITIONAL PITS AS NECESSARY FOR

PIPE BURSTING SECTIONS. CONTRACTOR SHALL SUBMIT FOR APPROVAL

PLACEMENT OF PITS WITH CITY AND/OR CITY REPRESENTATIVE.

11. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING AND RESTORING

ANY HEAVING RESULTING FROM PIPE BURSTING OPERATIONS.

(~21 LF)

PIPE BURSTING

(~31 LF, THIS SHEET)

PIPE BURSTING

(~313 LF, THIS SHEET)

OPEN CUT

(~10 LF)

PIPE BURSTING

(~126 LF, THIS SHEET)

VE

R

TI

C

AL

S

C

AL

E:

2'

RECORD DRAWINGS

SURVEYED BY:

APPROVED BY:

REVIEWED BY:

PROJECT ENGINEER

DRAWN BY:

DATE

DATE

REVISION BY DATE

CALL 811

SHEET NO.:

CONTRACT NO.: DATE DRAWN:

DESIGNED BY:

SURVEYED BY:

HORIZ.

DRAWN BY:

VERT.

SCALE:DWG NAME: FIELD BOOK:

CHECKED BY:JOB NO.:

INVESTIGATE BEFORE YOU EXCAVATE

SUNSHINE STATE

ONE CALL

OF FLORIDA

www.callsunshine.com

(800) 432-4770

MIN. 48 HOURS

BEFORE YOU EXCAVATE

OF

3507 EAST FRONTAGE ROAD SUITE 180

TAMPA, FL 33607

TEL: (813) 549-0919

CHA CONSULTING, INC.

CERTIFICATE OF AUTHORIZATION #28386

CITY OF CLEARWATER, FLORIDA

PUBLIC WORKS DEPARTMENT -

ENGINEERING

100 S. MYRTLE AVE.

CLEARWATER, FL 33756

GENERAL NOTES

1. MINIMUM SEPARATION BETWEEN PROPOSED WATER MAIN AND EXISTING

GAS MAIN SHALL BE 3-FEET. CONTRACTOR TO COORDINATE WITH GAS

UTILITY OWNER FOR ANY NECESSARY REQUIREMENTS DURING

CONSTRUCTION.

2. DEFLECT PIPE AT JOINTS MAXIMUM 75% OF MANUFACTURERS ALLOWABLE

DEFLECTION.

3. CONTRACTOR SHALL TEMPORARILY INSTALL AND MAINTAIN A TEMPORARY

DRIVING SURFACE (ASPHALT MILLINGS, ETC.) WHEN REMOVING ANY

DRIVEWAYS UNTIL THE DRIVEWAYS ARE PERMANENTLY RESTORED.

4. CONTRACTOR SHALL MAINTAIN ROADWAY ACCESS AT ALL TIMES.

5. INSTALL 1-INCH RESIDENTIAL OR 2-INCH COMMERCIAL SERVICE LINE AND

POTABLE WATER METER BOX ADJACENT TO EACH EXISTING WATER

METER/PARCEL (5-FEET MIN SEPARATION), ON BOTH SIDES OF ROW WITH

SHORT SERVICES AND LONG SERVICES WITH CASINGS, IN ACCORDANCE

WITH CITY INDEX DETAILS. FOR NEW SERVICES, CONTRACTOR SHALL

CONFIRM LOCATION AND PLACEMENT OF SERVICE METER BOXES WITH CITY

INSPECTOR AND/OR CITY'S REPRESENTATIVE.

6. CONTRACTOR SHALL VERIFY LOCATION, MATERIAL, AND DEPTH OF EXISTING

INFRASTRUCTURE PRIOR TO CONSTRUCTION.

7. CONTRACTOR SHALL MAINTAIN WATER SERVICE AT ALL TIMES TO

CUSTOMERS. ANY INTERRUPTIONS SHALL BE COORDINATED WITH THE CITY

WITH MINIMUM 10 DAY NOTICE.

8. ONLY THE CITY MAY TURN EXISTING VALVES. IF POTABLE WATER MAIN

ISOLATION IS REQUIRED, THE CONTRACTOR SHALL NOTIFY THE CITY AND

RPR INSPECTOR.

9. CONTRACTOR TO INSTALL TREE PROTECTION AS NECESSARY IN

ACCORDANCE WITH CITY STANDARD DETAIL INDEX 909, SEE CITY WEBSITE:

"https://www.myclearwater.com/government/city-departments/engineering/ documents-publications/construction-standards". CONTRACTOR SHALL

COORDINATE WITH ARBORIST FOR PROPER COMPLETION OF TREE

PROTECTION AND ROOT PRUNING IN ACCORDANCE WITH CITY

SPECIFICATIONS.

10. CONTRACTOR TO FIELD VERIFY ALL UTILITIES PRIOR TO EXCAVATION.

11. CONTRACTOR SHALL COORDINATE WITH CITY TO SHUT DOWN WATER MAINS

REQUIRED TO COMPLETE THE INSTALLATION OF NEW FIRE HYDRANT AND

ASSOCIATED CONNECTIONS. CONTRACTOR SHALL VERIFY ALL

CUSTOMERS/BUILDINGS HAVE WATER SERVICE PRIOR TO CUTTING AND

CAPPING EXISTING WATER MAINS.

12. CONTRACTOR SHALL ADJUST ALL WATER METERS TO MATCH EXISTING

GRADE.

13. CONTRACTOR SHALL RESTRAIN EXISTING MAINS AS NECESSARY IN

ACCORDANCE WITH CITY STANDARD DETAIL 407. WHERE INSTALLATION OF

RESTRAINTS MAY REQUIRE EXCAVATION OF THE ROADWAY, CONTRACTOR

SHALL COORDINATE WITH CITY AND CITY'S REPRESENTATIVE TO CONFIRM

RESTRAINING PRIOR TO INSTALLATION.

14. CONTRACTOR SHALL COORDINATE WITH CITY AND/OR RPR INSPECTOR

PRIOR TO INSTALLATION OF ANY TEAM'S INSERTVALVE OR LINESTOPS TO

CONFIRM IF EXISTING VALVES MAY ISOLATE THE MAIN IN LIEU OF

PROPOSED VALVES/LINESTOPS.

15. FOR ALL WATER SERVICE REPLACEMENTS/CONNECTIONS, ANY SIDEWALK

OR PAVEMENT IMPACTED SHALL BE REMOVED AND REPLACED.

16. CONTRACTOR SHALL COMPLETE ALL FINAL SERVICE TIE INS TO CUSTOMER

WATER METERS AND FIRE SERVICE LINES AFTER FDEP CLEARANCE IS

RECEIVED.

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LEGEND

REMOVE EXISTING PIPING

GROUT AND ABANDON EXISTING PIPING

REMOVE AND REPLACE CONCRETE CURB AND GUTTER

REMOVE AND REPLACE ASPHALT PAVEMENT,

INCLUDING PAVEMENT MARKINGS

MILL AND OVERLAY ASPHALT PAVEMENT

REMOVE AND REPLACE CONCRETE DRIVEWAY

REMOVE AND REPLACE CONCRETE SIDEWALK

NOTE: PATTERN ROTATIONS MAY DIFFER FROM LEGEND IN PLAN VIEW.

PLEASE SEE QUANTITY TAKEOFF TABLE IN GENERAL DRAWINGS.

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PIPE BURSTING NOTES

1. THE PIPELINE SHALL BE INSTALLED AS A CONTINUOUS OPERATION

WHERE THE EXISTING WATER MAIN IS REMOVED AND REPLACED IN THE

SAME LOCATION. WATER SERVICE SHALL BE MAINTAINED AT ALL TIMES

TO CUSTOMERS VIA TEMPORARY BYPASSING.

2. THE CONTRACTOR SHALL SUBMIT A TEMPORARY BYPASSING PLAN

IDENTIFYING THE PROPOSED LOCATIONS OF TEMPORARY TAPS FOR

BYPASSING, VALVING, PLACEMENT OF BYPASSING DRIVEWAY SURFACES,

AND CUSTOMER CONNECTIONS. TEMPORARY BYPASSING SHALL CONSIST

OF A MINIMUM OF A 2-INCH DIAMETER WATER MAIN CONNECTED TO THE

CITY'S EXISTING WATER MAIN VIA A 2-INCH CONNECTION THAT MEETS

THE REQUIREMENTS OF THE CITY'S STANDARD DETAIL FOR WATER

SERVICE CONNECTION INCLUDING BUT NOT LIMITED TO CORP STOP AND

TAPPING SADDLE.

3. CONNECTIONS TO EXISTING WATER MAINS SHALL BE DONE IN A TIMELY

MANNER. AT NO TIME SHALL THE FLOW OF WATER RUNNING THE LENGTH

OF THE PROJECT BE STOPPED EXCEPT TO RECONNECT TO WATER MAINS

THAT HAVE BEEN TESTED AND CLEARED FOR POTABLE WATER USE. THE

CONTRACTOR SHALL FACILITATE THE CONNECTION OF THE NEW SERVICE

LINES TO THE EXISTING METERS UNDER SUPERVISION OF THE CITY

CONSTRUCTION INSPECTOR.

4. THE CONTRACTOR SHALL MAINTAIN WATER QUALITY THROUGHOUT

BYP…