3#Exhibit_-_23-0056-UT_-_18-0040-UT_1.112_Island_Estates_CIP_17&19_Phase_II_IFC_Jul_2024_SS_(1).pdf

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City Project No. 23-0056-UT City Plan Set No. 2020027

ISLAND ESTATES CIP 17&19 WATER MAIN REPLACEMENTS

PHASE II

SHEET # SHEET DESCRIPTION

01 COVER SHEET, SHEET INDEX, AND PROJECT LOCATION

05-19 ISLAND WAY - PLAN & PROFILE

20-22 CITY OF CLEARWATER DETAILS

SHEET INDEX

Project Location

ISSUED FOR CONSTRUCTION

02 GENERAL NOTES AND ABBREVIATIONS

03 LEGEND, UTILITY OWNERS, AND QUANTITIES

24-27 FDOT DETAILS

23 AERIAL CROSSING PLAN AND PROFILE

CITY OFFICIALS

Bruce Rector Mayor Ryan Cotton Councilmember Mike Mannino 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

04 TEST HOLE INFORMATION TABLES

W

ESTON HA GGEN

PROFESSIONA L ENGINEE

R

LICENSE

F L O R I D A

No. 77777

STATE OF

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 20.

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

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

QUANTITY TAKEOFF TABLE

ITEM UNIT AMOUNT

REMOVE EXISTING PIPE LF 8917

GROUT AND ABANDON PIPE LF 754

REMOVE AND REPLACE CONCRETE SIDEWALK SY 685

REMOVE AND REPLACE CONCRETE DRIVEWAY SY 591

REMOVE AND REPLACE ASPHALT PAVEMENT SY 4910

REMOVE AND REPLACE CONC CURB & GUTTER LF 339

mailto:Theodore.bingham@mybrighthouse.com

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

TEST HOLE DATA

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

1-1A WM CI 16" 4.46' IRC NG N/A CITY OF CLEARWATER 1324444.18' 392132.01' 7.23' 2.77'

1-2A FOC CONC 24” 4.44' IRC NG N/A FRONTIER 1324446.68' 392134.09' 7.29' 2.85'

1-4A BE PVC 2" 1.52' IRC NG N/A DUKE ENERGY 1324537.81' 392213.32' 6.40' 4.88'

1-5A GM STL 2" 1.72' IRC NG N/A CLEARWATER GAS 1324771.01' 392411.98' 5.27' 3.55'

1-6A FOC PE 3-2" 3.44' IRC NG N/A MCI 1324856.01' 392486.46' 5.11' 1.67'

1-7A FOC PE 2-1.5" 4.42' IRC NG N/A ZAYO 1326201.22' 392652.25' 3.98' -0.44'

1-9A RCW PVC 1" 2.22' IRC NG N/A CITY OF CLEARWATER 1326844.87' 392517.92' 4.49' 2.27'

1-10A GM PE 1.5" 3.54' IRC NG N/A CLEARWATER GAS 1326979.99' 392478.74' 4.18' 0.64'

1-11 FM PVC 10” 4.86' IRC NG N/A CITY OF CLEARWATER 1326739.94' 392511.83' 4.17' -0.69'

1-12 GM STL 2.5" 1.48' IRC NG N/A CLEARWATER GAS 1326536.29' 392593.59' 3.58' 2.10'

1-13 RCW PVC 1” 1.38' IRC NG N/A CITY OF CLEARWATER 1327057.09' 392454.43' 4.07' 2.69'

1-14 FOC PE 3-1.5" 2.48' IRC NG N/A FRONTIER 1327097.74' 392439.15' 3.63' 1.15'

1-15 FOC PE 1.5" 1.58' IRC NG N/A FRONTIER 1327689.65' 392283.48' 5.95' 4.37'

1-16 FOC DBC 1.5" 3.46' IRC NG N/A FRONTIER 1327945.10' 392205.71' 6.49' 3.03'

1-17 BE PVC 2” 2.76' IRC NG N/A DUKE ENERGY 1327954.74' 392201.37' 6.35' 3.59'

1-17A GM PE 2” 2.08' IRC NG N/A CLEARWATER GAS 1327954.88' 392202.34' 6.48' 4.40'

1-19 FOC DBC 1.5" 2.52' IRC NG N/A FRONTIER 1328184.81' 392131.21' 6.02' 3.50'

1-20 FOC PE 1.5" 3.18' IRC NG N/A FRONTIER 1328419.15' 392030.02' 6.64' 3.46'

1-21 CATV DBC 1” 1.19' X CONC 6” SPECTRUM 1328534.56' 391945.34' 8.06' 6.87'

1-22 FOC PE 3-2" 1.81' X CONC 6” MCI 1328534.98' 391944.91' 8.08' 6.27'

1-23 BE PVC 2” 2.54' IRC NG N/A DUKE ENERGY 1328580.02' 391903.94' 8.61' 6.07'

1-23A GM PE 2" 2.26' NL ASPH 4" CLEARWATER GAS 1328681.97' 391834.25' 7.53' 5.27'

1-24 GM PE 1.5" 5.50' IRC NG N/A CITY OF CLEARWATER 1328771.83' 391801.74' 7.67' 2.17'

1-25 BE PVC 2” 1.28' IRC NG N/A DUKE ENERGY 1328690.11' 391834.78' 7.79' 6.51'

1-26 BE PVC MULTIPLE 4" 2.12' IRC NG N/A DUKE ENERGY 1328694.44' 391832.74' 7.68' 5.56'

1-27 GM PE 1.5" 2.42' IRC NG N/A CLEARWATER GAS 1329107.13' 391695.98' 5.57' 3.15'

1-28 RCW PVC 1" 1.60' IRC NG N/A CITY OF CLEARWATER 1329123.37' 391691.58' 5.64' 4.04'

1-29 FOC PE 1.5" 2.80' IRC NG N/A FRONTIER 1329128.88' 391690.08' 5.63' 2.83'

1-30 RCW PE 1.5" 5.46' NL ASPH 4" CITY OF CLEARWATER 1329193.43' 391671.04' 4.89' -0.57'

1-31 GM PE 1.5" 1.10' IRC NG N/A CLEARWATER GAS 1329208.51' 391668.61' 5.02' 3.92'

1-32 RCW CI 2.5" 1.54' IRC NG N/A CITY OF CLEARWATER 1329209.89' 391668.96' 4.91' 3.37'

1-33 GM PE 1.5" 2.92' IRC NG N/A CLEARWATER GAS 1329285.69' 391649.57' 4.87' 1.95'

1-34 RCW PE 1" 0.80' IRC NG N/A CITY OF CLEARWATER 1329287.29' 391648.82' 4.65' 3.85'

1-35 FOC PE 1.5" 2.55' IRC NG N/A FRONTIER 1329362.08' 391632.63' 4.93' 2.38'

1-36 GM PE 1.5" 2.30' IRC NG N/A CLEARWATER GAS 1329667.68' 391565.90' 5.19' 2.89'

1-37 FOC DBC 0.5" 1.24' IRC NG N/A FRONTIER 1329670.05' 391563.22' 5.00' 3.76'

1-38 RCW PE 1” 6.20' IRC NG N/A CITY OF CLEARWATER 1329674.54' 391562.95' 5.14' -1.06'

1-39 RCW PE 1” 3.36' X CONC 6" CITY OF CLEARWATER 1329748.23' 391545.03' 4.91' 1.55'

1-40 GM PE 1.5" 4.46' IRC NG N/A CLEARWATER GAS 1329753.62' 391546.98' 5.67' 1.21'

1-41 GM PE 1.5" 2.20' IRC NG N/A CLEARWATER GAS 1329723.77' 391477.90' 5.23' 3.03'

1-42 GM PE 1.5" 1.74' IRC NG N/A CLEARWATER GAS 1329633.48' 391497.81' 4.82' 3.08'

1-43 GM PE 1” 7.00' IRC NG N/A CLEARWATER GAS 1329911.99' 391515.33' 6.57' -0.43'

1-44 FOC PE 1.5" 3.65' IRC NG N/A FRONTIER 1329998.93' 391496.96' 6.83' 3.18'

1-45 GM PE 1.5" 6.45' IRC NG N/A CLEARWATER GAS 1329999.72' 391496.81' 6.81' 0.36'

1-46 RCW PVC 2-1” 1.18' IRC NG N/A CITY OF CLEARWATER 1330000.94' 391496.97' 6.90' 5.72'

1-48 BE PVC 4” 3.20' IRC NG N/A DUKE ENERGY 1330080.79' 391481.84' 6.88' 3.68'

1-49 RCW PVC 1” 1.30' NL ASPH 4" CITY OF CLEARWATER 1330148.63' 391464.58' 6.12' 4.82'

1-50 GM PE 0.5" 2.75' IRC NG N/A CLEARWATER GAS 1330154.82' 391468.74' 6.89' 4.14'

1-51 GM PE 1” 3.44' NL ASPH 4" CLEARWATER GAS 1330233.49' 391449.37' 5.75' 2.31'

1-52 GM PE 1” 1.94' NL ASPH 4" CLEARWATER GAS 1330236.28' 391448.55' 5.75' 3.81'

1-54 GM PE 1.5" 2.06' IRC NG N/A CLEARWATER GAS 1329898.56' 391444.99' 6.00' 3.94'

1-55 FOC PE 1.5" 1.85' IRC NG N/A FRONTIER 1329985.57' 391427.85' 6.42' 4.57'

1-56 GM PE 1.5" 1.86' IRC NG N/A CLEARWATER GAS 1329985.99' 391427.74' 6.44' 4.58'

1-57 GM PE 0.5" 1.88' IRC NG N/A CLEARWATER GAS 1329996.72' 391425.75' 6.44' 4.56'

1-58 BE PVC 4” 1.78' IRC NG N/A DUKE ENERGY 1330067.40' 391412.26' 6.42' 4.64'

1-59 GM PE 0.5" 1.86' IRC NG N/A CLEARWATER GAS 1330140.10' 391398.56' 6.39' 4.53'

1-60 RCW PVC 2” 0.70' IRC NG N/A CITY OF CLEARWATER 1330195.77' 391388.28' 6.13' 5.43'

1-61 GM PE 1” 1.78' IRC NG N/A CLEARWATER GAS 1330202.51' 391387.45' 5.84' 4.06'

1-62 WM CI 6” 2.26' IRC NG N/A CITY OF CLEARWATER 1330317.36' 391367.54' 5.83' 3.57'

1-63 RCW PVC 2” 0.64' IRC NG N/A CITY OF CLEARWATER 1330374.48' 391357.92' 5.55' 4.91'

1-64 GM PE 1” 1.94' IRC NG N/A CLEARWATER GAS 1330390.66' 391355.22' 5.65' 3.71'

1-65 FOC PE 1.5" 2.70' IRC NG N/A FRONTIER 1330658.86' 391390.50' 4.73' 2.03'

1-66 GM PE 1.5" 6.46' IRC NG N/A CLEARWATER GAS 1330735.86' 391385.77' 4.73' -1.73'

1-66A RCW PVC 2” 1.36' IRC NG N/A CITY OF CLEARWATER 1330735.35' 391385.85' 4.67' 3.31'

1-67 FOC PE 1.5" 2.35' IRC NG N/A FRONTIER 1330750.36' 391356.70' 4.87' 2.52'

1-71 WM CI 6” 2.60' IRC NG N/A CITY OF CLEARWATER 1330328.30' 391436.86' 5.99' 3.39'

1-72 GM PE 1.5" 1.20' IRC NG N/A CLEARWATER GAS 1330397.03' 391425.69' 5.83' 4.63'

1-77 GM PE 1.5" 1.88' IRC NG N/A CLEARWATER GAS 1329272.55' 391579.44' 5.02' 3.14'

1-78 GM PE 1.5” TIES INTO 2” 1.56' X NG N/A CLEARWATER GAS 1329189.81' 391602.01' 4.89' 3.33'

1-79 RCW PVC 1” 2.84' IRC NG N/A CITY OF CLEARWATER 1329179.54' 391603.44' 5.31' 2.47'

1-80 GM PE 1.5" 2.70' IRC NG N/A CLEARWATER GAS 1329086.71' 391627.72' 5.88' 3.18'

1-81 FOC/BT PE 1.5" 3.22' IRC NG N/A FRONTIER 1328958.95' 391741.18' 6.42' 3.20'

1-82 FOC/BT PE 4" 1.89' IRC NG N/A FRONTIER 1328956.44' 391741.60' 6.34' 4.45'

1-83 FOC PE 3-2" 1.98' IRC NG N/A MCI 1328954.26' 391742.49' 6.29' 4.31'

TEST HOLE DATA

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

1-84 FOC PVC 4” 6.26' IRC NG N/A FRONTIER 1328952.69' 391743.28' 6.45' 0.19'

1-85 BE PE 2-2.5" 2.40' IRC NG N/A DUKE ENERGY 1328949.42' 391744.17' 6.42' 4.02'

1-86 GM PE 2-2" 2.90' IRC NG N/A CLEARWATER GAS 1328942.08' 391746.69' 6.43' 3.53'

1-87 CATV PE 2-2" 2.56' IRC NG N/A SPECTRUM 1328934.84' 391746.96' 5.84' 3.28'

1-88 WM CI 6” 2.60' NL ASPH 4” CITY OF CLEARWATER 1328926.82' 391750.25' 5.90' 3.30'

1-89 CATV PE 4” 6.10' NL ASPH 4” SPECTRUM 1328926.22' 391750.35' 5.90' -0.20'

1-90 FM HDPE 6” 2.30' IRC ASPH 4” CITY OF CLEARWATER 1328877.66' 391765.66' 6.19' 3.89'

1-91 RCW HDPE 6” 5.76' NL ASPH 4” CITY OF CLEARWATER 1328875.34' 391766.62' 6.19' 0.43'

1-92 FOC PE MULTIPLE 1” 3.10' IRC NG N/A ZAYO 1328940.82' 391670.63' 6.30' 3.20'

1-93 BTD PVC 6” 2.10' IRC NG N/A FRONTIER 1328939.07' 391671.22' 6.32' 4.22'

1-94 FOC PE 3-2" 2.14' IRC NG N/A MCI 1328934.14' 391672.77' 6.23' 4.09'

1-95 BTD PVC 4” 2.10' IRC NG N/A FRONTIER 1328933.72' 391673.01' 6.20' 4.10'

1-96 GM PE 2-2” 1.90' IRC NG N/A CLEARWATER GAS 1328920.63' 391676.66' 6.22' 4.32'

1-97 RCW PE 2.5" 1.00' IRC NG N/A CITY OF CLEARWATER 1328913.38' 391679.45' 6.20' 5.20'

1-98 CATV PE 2-2" 1.50' IRC NG N/A SPECTRUM 1328908.89' 391680.20' 6.33' 4.83'

1-99 WM CI 6” 2.36' IRC NG N/A CITY OF CLEARWATER 1328903.30' 391681.24' 6.09' 3.73'

1-102 RCW DIP 12” 3.18' IRC NG N/A CITY OF CLEARWATER 1327679.03' 392240.57' 5.99' 2.81'

1-103 UNK CI 16” 4.48' IRC NG N/A UNKNOWN 1324447.73' 392180.92' 5.85' 1.37'

1-104 RCW DIP 12” 3.22' IRC NG N/A CITY OF CLEARWATER 1326202.22' 392616.99' 4.24' 1.02'

1-105 RCW PVC 1” 1.19' IRC NG N/A CITY OF CLEARWATER 1326202.52' 392619.70' 4.23' 3.04'

1-106 BED CONC 30” 4.00' IRC NG N/A DUKE ENERGY 1326201.82' 392612.70' 4.24' 0.24'

1-107 FM CI 10” 2.30' NL ASPH 6" CITY OF CLEARWATER 1326191.65' 392579.91' 3.76' 1.46'

1-108 EXPLORATORY - NO UTILITIES FOUND - CLEARED TO 10' NL ASPH 6" N/A 1326187.02' 392572.93' 3.87' N/A

1-109 RCW PVC 8” 4.74' NL ASPH 6” FRONTIER 1325297.63' 392739.79' 3.41' -1.33'

1-110 GM PE 2" 1.60' NL ASPH 6” CLEARWATER GAS 1325336.90' 392708.17' 3.07' 1.47'

1-111 FOC PE 3-1.5" 8.06' NL ASPH 6” ZAYO 1325341.70' 392707.97' 3.09' -4.97'

1-112 FOC/BT PVC MULTIPLE 4” 2.84' NL ASPH 6” FRONTIER 1325252.55' 392710.90' 3.44' 0.60'

1-113 FM CI 8” 2.00' NL ASPH 6" CITY OF CLEARWATER 1327113.31' 392360.94' 3.34' 1.34'

1-114 GM STL 2.5" 2.45' NL ASPH 6" CLEARWATER GAS 1327110.76' 392359.02' 3.35' 0.90'

1-115 RCW DIP 12” 4.62' IRC NG N/A CITY OF CLEARWATER 1327136.35' 392393.70' 3.95' -0.67'

2-1 RCW PVC 6” 1.50' IRC NG N/A CITY OF CLEARWATER 1330750.04' 391340.57' 5.19' 3.69'

2-2 GM PE 1.5" 1.92' NL ASPH 4” CLEARWATER GAS 1330740.27' 391319.70' 4.42' 2.50'

2-3 RCW NL ASPH 4” CITY OF CLEARWATER 1328905.29' 391711.29' 6.41' 4.61'

2-4 FOC PE 2-1.5" 5.10' NL ASPH 4” PINELLAS COUNTY 1328907.95' 391722.40' 6.41' 1.31'

2-5 BE PVC 2-6" 7.18' NL ASPH 4” DUKE ENERGY 1328908.82' 391725.38' 6.37' -0.81'

2-6 BE DBC 1.5" 1.35' IRC NG N/A DUKE ENERGY 1328740.06' 391786.13' 7.73' 6.38'

2-7 IRR PVC 1.5" 0.82' IRC NG N/A CITY OF CLEARWATER 1328739.65' 391784.35' 7.66' 6.84'

2-8 FOC PE 1.5” 1.93' IRC NG N/A FRONTIER 1328738.35' 391782.07' 7.52' 5.59'

2-9 RCW DIP 12” 3.00' IRC NG N/A CITY OF CLEARWATER 1328732.55' 391767.96' 7.34' 4.34'

2-10 FOC PE 2” 8.10' NL ASPH 4” MCI 1328728.65' 391743.68' 6.96' -1.14'

2-11 GM PE 2” 1.72' IRC NG N/A CLEARWATER GAS 1328725.71' 391741.29' 7.26' 5.54'

2-12 CATV DBC 4-1" 0.72' IRC NG N/A CHARTER 1328726.07' 391738.59' 7.49' 6.77'

2-13 BE DBC 1” 1.35' IRC NG N/A DUKE 1328588.77' 391866.91' 8.59' 7.24'

2-14 BE PVC 2-6" 3.55' IRC NG N/A DUKE 1328587.38' 391865.43' 8.63' 5.08'

2-15 FOC PE 2-1.5" 2.35' IRC NG N/A FRONTIER 1328584.81' 391861.89' 8.51' 6.16'

2-16 RCW DIP 12” 4.60' IRC NG N/A CITY OF CLEARWATER 1328576.62' 391851.00' 8.59' 3.99'

2-17 GM PE 2” 2.80' IRC NG N/A CLEARWATER GAS 1328561.06' 391828.07' 8.43' 5.63'

2-18 FOC PE 2” 3.06' IRC NG N/A MCI 1328560.31' 391827.06' 8.50' 5.44'

2-19 FOC PE 2” 1.80' IRC NG N/A FRONTIER 1328559.28' 391825.35' 8.71' 6.91'

2-20 CATV PVC 3-2" 2.90' IRC NG N/A CHARTER 1328557.71' 391823.19' 8.94' 6.04'

2-21 BE PVC 2” 1.50' IRC NG N/A DUKE 1328557.60' 391822.16' 9.04' 7.54'

2-22 FOC PE 1.5" 5.42' NL ASPH 8” FRONTIER 1328150.98' 392107.34' 6.22' 0.80'

2-23 RCW DIP 12" 4.60' NL ASPH 8” CITY OF CLEARWATER 1328146.90' 392094.80' 6.23' 1.63'

2-24 FM CI 6" 3.00' NL ASPH 8” CITY OF CLEARWATER 1328138.77' 392067.11' 5.18' 2.18'

2-25 GM PE 2” 2.00' IRC NG N/A CLEARWATER GAS 1328139.97' 392063.47' 5.33' 3.33'

2-26 FOC PE 2-2” 7.76' IRC NG N/A MCI 1328137.29' 392057.30' 5.36' -2.40'

2-27 GM STL 2.5" 1.74' IRC NG N/A CLEARWATER GAS 1327110.21' 392350.73' 3.96' 2.22'

2-28 RCW PVC 12" 3.20' IRC NG N/A CITY OF CLEARWATER 1326646.02' 392533.59' 3.74' 0.54'

2-29A BED CONC CAP 24” 2.46' IRC NG N/A DUKE 1324876.53' 392486.92' 4.88' 2.42'

2-29B BED CONC CAP 24” 2.46' IRC NG N/A DUKE 1324875.34' 392488.97' 5.25' 2.79'

2-30 GM PE 2” 5.56' IRC NG N/A CLEARWATER GAS 1326636.74' 392498.31' 3.53' -2.03'

2-31 FM CI 8” 2.10' IRC NG N/A CITY OF CLEARWATER 1326636.52' 392497.58' 3.63' 1.53'

2-32 FOC PE 2-2” 4.22' IRC NG N/A MCI 1326635.99' 392492.08' 3.80' -0.42'

2-33 BE PVC 2-4" 7.98' IRC NG N/A DUKE 1324868.75' 392495.55' 5.08' -2.90'

2-34A BED CONC CAP 24” 4.30' IRC NG N/A DUKE 1326642.40' 392526.05' 3.70' -0.60'

2-34B BED CONC CAP 24” 4.30' IRC NG N/A DUKE 1326642.88' 392528.04' 3.74' -0.56'

2-35 RCW DIP 12” 3.20' NL ASPH 4” CITY OF CLEARWATER 1324896.43' 392475.92' 3.98' 0.78'

2-36 FOC PE 2-2” 7.16' IRC NG N/A MCI 1324899.52' 392470.77' 4.55' -2.61'

2-37 FOC PE 2-1.5" 10.18' IRC NG N/A UNITI 1324911.62' 392458.28' 5.04' -5.14'

OPEN CUT

(~400 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 (SERVICE AND

CASING TO BE ONE CONTINUOUS PIPE), IN ACCORDANCE WITH CITY INDEX

DETAILS. CONNECT NEW SERVICE LINE TO EXISTING POTABLE WATER

METER FOLLOWING FDEP CLEARANCE.

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

EXISTING INFRASTRUCTURE PRIOR TO CONSTRUCTION. CONTRACTOR

SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING UTILITY

INFRASTRUCTURE.

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"

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.

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'

SR-6

ISLAND WAY

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.

ST-101

ST-102

ST-103

ST-104

ST-105

ST-106

ST-10

OPEN CUT

(~500 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 (SERVICE AND

CASING TO BE ONE CONTINUOUS PIPE), IN ACCORDANCE WITH CITY INDEX

DETAILS. CONNECT NEW SERVICE LINE TO EXISTING POTABLE WATER

METER FOLLOWING FDEP CLEARANCE.

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

EXISTING INFRASTRUCTURE PRIOR TO CONSTRUCTION. CONTRACTOR

SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING UTILITY

INFRASTRUCTURE.

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"

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.

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.

SR-6

ISLAND WAY

M

AT

C H

LI

N

E S

EE

D

R

AW

IN

G

M

ATC

H

LIN

E SEE D

R

AW

IN

G

05 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.

GAS

ST-109

ST-108

ST-110

ST-04

ST-03

ST-02

ST-01

OPEN CUT

(~500 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 (SERVICE AND

CASING TO BE ONE CONTINUOUS PIPE), IN ACCORDANCE WITH CITY INDEX

DETAILS. CONNECT NEW SERVICE LINE TO EXISTING POTABLE WATER

METER FOLLOWING FDEP CLEARANCE.

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

EXISTING INFRASTRUCTURE PRIOR TO CONSTRUCTION. CONTRACTOR

SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING UTILITY

INFRASTRUCTURE.

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"

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.

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.

SR-6

ISLAND WAY

M

AT

C H

LI

N

E S

EE

D

R

AW

IN

G

M

ATC

H

LIN

E SEE 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.

ST-113 ST-06

ST-07

ST-05

OPEN CUT

(~500 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 (SERVICE AND

CASING TO BE ONE CONTINUOUS PIPE), IN ACCORDANCE WITH CITY INDEX

DETAILS. CONNECT NEW SERVICE LINE TO EXISTING POTABLE WATER

METER FOLLOWING FDEP CLEARANCE.

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

EXISTING INFRASTRUCTURE PRIOR TO CONSTRUCTION. CONTRACTOR

SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING UTILITY

INFRASTRUCTURE.

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"

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.

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.

SR-6

ISLAND WAY

M

AT

C H

LI

N

E S

EE

D

R

AW

IN

G

M

ATC

H

LIN

E SEE 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

ST-114 ST-115

ST-08

ST-09

ST-10ST-116

OPEN CUT

(~500 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 (SERVICE AND

CASING TO BE ONE CONTINUOUS PIPE), IN ACCORDANCE WITH CITY INDEX

DETAILS. CONNECT NEW SERVICE LINE TO EXISTING POTABLE WATER

METER FOLLOWING FDEP CLEARANCE.

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

EXISTING INFRASTRUCTURE PRIOR TO CONSTRUCTION. CONTRACTOR

SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING UTILITY

INFRASTRUCTURE.

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"

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.

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…