5#Exhibit_-_23-0011-UT_Potable_Water_Improvements_Phase_2,_4,_and_5_Drawings_June_2023_Signed_Copy_(3)_(1).pdf

City Project No. 23-0011-UT City Plan Set No. 2020027

POTA%LE :ATER

PIPING I0PRO9E0ENTS

P+ASES 2� � �

SHEET # SHEET DESCRIPTION

PLAN SET INDEX

N

S

E:

ISSUED FOR BID

W

ESTON HAGGEN

PROFESSIONA L ENGINEE

R

LICENSE

F L O R I D A

No. 77777

STATE OF

PROFESSIONA L ENGINEE

R

LICENSE

F L O R I D A

STATE OF

PROFESSIONA L ENGINEE

R

LICENSE

F L O R I D A

STATE OF

WILL

ARD C. HOANSHELT

No. 42593

JOHN SOBCZAK

No. 71407

711 N ORANGE AVE, SUITE A

WINTER PARK, FL 32789

P: 321.972.4989 COA Lic. No: 31920

WEKIVA PROJECT #22-184

EMI CONSULTING SPECIALTIES, INC.

3507 EAST FRONTAGE ROAD SUITE 180

TAMPA, FL 33607

TEL: (813) 549-0919

CHA CONSULTING, INC.

CERTIFICATE OF AUTHORIZATION #28386

01 COVER SHEET, SHEET INDEX, AND PROJECT LOCATION

02 GENERAL NOTES AND ABBREVIATIONS

03 LEGENDS AND QUANTITIES

04 TEST HOLE INFORMATION

05 PROJECT CONTROL POINTS

PHASE 2 AREAS

06 AREA 252A - SUNSET POINT RD - PLANS AND PROFILES

07 AREA 268B - MARSHALL ST - PLANS AND PROFILES

08-13 AREA 287A - S MARTIN LUTHER KING JR AVE - PLANS AND PROFILES

14-16 AREA 288A - COURT ST - PLANS AND PROFILES

17 AREA 295B - OAK AVE - PLANS AND PROFILES

18 AREA 308 - S MADISON AVE - PLANS AND PROFILES

PHASE 4 AREAS

19-22 AREA 261B - ALGONQUIN DR & CLEARVIEW LAKE DR - PLANS & PROFILES

23-25 AREA 295A - JEFFORDS ST - PLANS AND PROFILES

26-28 AREA 100A - NE CLEVELAND ST - PLANS AND PROFILES

29 AREA 274A - SR 590 - PLANS AND PROFILES

30-32 AREA 291B - DREW ST_HAMPTON RD_DAVID AVE - PLANS AND PROFILES

33 AREA 269A - FULTON AVE - PLANS AND PROFILES

34 AREA 289B - STARCREST DR SOUTH OF DREW ST - PLANS AND PROFILES

35 AREA 306B - JEFFORDS ST AND S LINCOLN AVE - PLANS AND PROFILES

36 AREA 279B - PALMETTO ST - PLANS AND PROFILES

37 AREA 279B - PALMETTO ST - FLOW METER PAD STRUCTURAL PLANS, SECTIONS AND DETAILS

38 AREA 279B - PALMETTO ST - FLOW METER MECHANICAL PLANS, SECTIONS AND DETAILS

39 AREA 279B - PALMETTO ST - FLOW METER ELECTRICAL PLANS, SECTIONS AND DETAILS

40 AREA 251B - BETTY LN - AERIAL CROSSING - STRUCTURAL PLANS, SECTIONS AND DETAILS 41 AREA 251B - BETTY LN - AERIAL CROSSING - MECHANICAL PLANS, SECTIONS AND DETAILS

PHASE 5 AREAS

42-44 AREA 287B & 287B-1 - FRANKLIN CIR, LINCOLN AVE, PIERCE ST - PLANS AND PROFILES

45-53 AREA 296B - JASMINE WAY, MAGNOLIA DR, LOTUS PATH - PLANS AND PROFILES

54-57 AREA 307A - PINEVIEW AVE, S SAN REMO AVE - PLANS AND PROFILES

DETAILS

58-60 CITY OF CLEARWATER STANDARD DETAILS

61-64 FDOT FY 2022-23 STANDARD PLANS DETAILS

CITY OFFICIALS

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

Tara L. .iYett� P.E.

City EnJineer

ASSroYeG For ConVtrXction

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CITY ENGINEER Tara L. .iYett� P.E. ����11

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3507 EAST FRONTAGE ROAD SUITE 180

TAMPA, FL 33607

TEL: (813) 549-0919

CHA CONSULTING, INC.

CERTIFICATE OF AUTHORIZATION #28386

CITY OF CLEAR:ATER� FLORI'A

PU%LIC :OR.S 'EPART0ENT -

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 CD01.

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. THIS SURVEY WAS PROVIDED BY ECHO UES, INC.

2. DATUMS

2.a. HORIZONTAL - 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).

2.b. VERTICAL CONTROL IS BASED ON THE 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.

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3507 EAST FRONTAGE ROAD SUITE 180

TAMPA, FL 33607

TEL: (813) 549-0919

CHA CONSULTING, INC.

CERTIFICATE OF AUTHORIZATION #28386

CITY OF CLEAR:ATER� FLORI'A

PU%LIC :OR.S 'EPART0ENT -

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

PHASE 4 QUANTITY TAKEOFF TABLE

AREA ITEM UNIT AMOUNT

261B

REMOVE AND REPLACE ASPHALT PAVEMENT SY 585

GROUT AND ABANDON 20” PIPE LF 870

REMOVE AND REPLACE CONCRETE DRIVEWAY SY 30

REMOVE AND REPLACE CONC CURB & GUTTER LF 122

295A

REMOVE EXISTING 6” PIPE LF 1273

REMOVE AND REPLACE CONC CURB & GUTTER LF 1123

REMOVE AND REPLACE CONCRETE SIDEWALK SY 6

REMOVE AND REPLACE ASPHALT PAVEMENT SY 260

REMOVE AND REPLACE CONCRETE DRIVEWAY SY 32

100A

REMOVE EXISTING 8” PIPE LF 1170

REMOVE EXISTING 4” PIPE LF 40

REMOVE AND REPLACE CONC CURB & GUTTER LF 67

REMOVE AND REPLACE ASPHALT PAVEMENT SY 522

MILL AND OVERLAY ASPHALT PAVEMENT SY 2217

REMOVE AND REPLACE CONCRETE SIDEWALK SY 411

REMOVE AND REPLACE CONCRETE DRIVEWAY SY 79

274A

REMOVE AND REPLACE CONC CURB & GUTTER LF 8

REMOVE AND REPLACE ASPHALT PAVEMENT SY 44

291B

GROUT AND ABANDON XX” PIPE LF 391

REMOVE AND REPLACE CONCRETE SIDEWALK SY 25

REMOVE AND REPLACE ASPHALT PAVEMENT SY 31

REMOVE AND REPLACE CONCRETE DRIVEWAY SY 104

REMOVE AND REPLACE CONC CURB & GUTTER LF 107

269A REMOVE EXISTING PIPE LF 294

289B

REMOVE 2” EXISTING PIPE LF 204

REMOVE AND REPLACE ASPHALT PAVEMENT SY 239

REMOVE AND REPLACE CONCRETE DRIVEWAY SY 307

PHASE 2 QUANTITY TAKEOFF TABLE

AREA ITEM UNIT AMOUNT

252A

REMOVE EXISTING 8” PIPE LF 20

REMOVE AND REPLACE CONCRETE SIDEWALK SY 8

268B

REMOVE EXISTING 2” PIPE LF 228

GROUT AND ABANDON 2” PIPE LF 43

REMOVE AND REPLACE ASPHALT PAVEMENT SY 186

MILL AND OVERLAY ASPHALT PAVEMENT SY 104

REMOVE AND REPLACE CONCRETE SIDEWALK SY 30

287A

REMOVE AND REPLACE ASPHALT PAVEMENT SY 498

MILL AND OVERLAY ASPHALT PAVEMENT SY 988

REMOVE AND REPLACE CONCRETE DRIVEWAY SY 168

REMOVE AND REPLACE CONC CURB & GUTTER LF 1002

REMOVE AND REPLACE CONCRETE SIDEWALK SY 549

288A

REMOVE EXISTING 2” PIPE LF 1267

GROUT AND ABANDON 2” PIPE LF 128

REMOVE AND REPLACE CONC CURB & GUTTER LF 230

REMOVE AND REPLACE ASPHALT PAVEMENT SY 132

REMOVE AND REPLACE CONCRETE SIDEWALK SY 68

295B

REMOVE EXISTING 2” PIPE LF 287

GROUT AND ABANDON 2” PIPE LF 96

REMOVE AND REPLACE CONC CURB & GUTTER LF 20

REMOVE AND REPLACE ASPHALT PAVEMENT SY 276

REMOVE AND REPLACE CONCRETE SIDEWALK SY 4

REMOVE AND REPLACE CONCRETE DRIVEWAY SY 6

MILL AND OVERLAY ASPHALT PAVEMENT SY 598

308 REMOVE AND REPLACE ASPHALT PAVEMENT SY 155

PHASE 5 QUANTITY TAKEOFF TABLE

AREA ITEM UNIT AMOUNT

287B

GROUT FILL EXISTING 2” PIPE LF 1096

REMOVE AND REPLACE CONC CURB & GUTTER LF 22

REMOVE AND REPLACE ASPHALT PAVEMENT SY 46

MILL AND OVERLAY ASPHALT PAVEMENT SY 323

REMOVE AND REPLACE CONCRETE SIDEWALK SY 46

REMOVE AND REPLACE CONCRETE DRIVEWAY SY 56

296B

GROUT FILL EXISTING 2” PIPE LF 4008

REMOVE AND REPLACE CONC CURB & GUTTER LF 167

REMOVE AND REPLACE ASPHALT PAVEMENT SY 233

MILL AND OVERLAY ASPHALT PAVEMENT SY 141

REMOVE AND REPLACE CONCRETE SIDEWALK SY 148

REMOVE AND REPLACE CONCRETE DRIVEWAY SY 612

307A

GROUT FILL EXISTING 2” PIPE LF 1533

REMOVE AND REPLACE CONC CURB & GUTTER LF 304

REMOVE AND REPLACE ASPHALT PAVEMENT SY 129

REMOVE AND REPLACE CONCRETE DRIVEWAY SY 223

MILL AND OVERLAY ASPHALT PAVEMENT SY 263

mailto:Theodore.bingham@mybrighthouse.com

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3507 EAST FRONTAGE ROAD SUITE 180

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TEL: (813) 549-0919

CHA CONSULTING, INC.

CERTIFICATE OF AUTHORIZATION #28386

CITY OF CLEAR:ATER� FLORI'A

PU%LIC :OR.S 'EPART0ENT -

ENGINEERING

100 S. MYRTLE AVE.

CLEARWATER, FL 33756

PHASE 4 TEST HOLES

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

100A-1 WM CI 8" 2.64' X CONC 4" CITY OF CLEARWATER 1321299.75' 400881.20' 35.43' 32.79'

100A-2 GM PE 4" 2.92' X CONC 4" CLEARWATER GAS 1321300.73' 400880.92' 35.42' 32.50'

100A-3 FOC/BT CONC 8" 1.46' NL ASPH 4" FRONTIER 1321310.10' 400890.60' 35.61' 34.15'

100A-4 GM PE 2" 3.30' NL ASPH 12" CLEARWATER GAS 1321334.33' 400920.10' 36.20' 32.90'

100A-5 GM PE 2" 3.16' X CONC 4" CLEARWATER GAS 1321498.15' 401225.00' 37.57' 34.41'

100A-5A CATV PVC 2" 2.24' X CONC 4" SPECTRUM 1321497.94' 401223.50' 37.59' 35.35'

100A-6 GM STL 2" 1.16' NL ASPH 4" CLEARWATER GAS 1321506.92' 401219.98' 37.51' 36.35'

100A-7 WM PVC 4” 3.24' NL ASPH 6” CITY OF CLEARWATER 1321523.32' 401247.08' 37.58' 34.34'

100A-8 FOC DBC 0.5” 2.10' NL ASPH 6” FRONTIER 1321529.29' 401252.21' 37.67' 35.57'

100A-9 WM PVC 4" 3.28' NL ASPH 4" CITY OF CLEARWATER 1321850.94' 401758.98' 40.80' 37.52'

100A-10 FOC/BT CONC 10" 1.88' NL ASPH 4" FRONTIER 1321896.43' 401843.31' 41.00' 39.12'

100A-11 WM CI 2" 2.40' X CONC 4" CITY OF CLEARWATER 1321895.16' 401861.37' 41.23' 38.83'

100A-11A BT DBC 1" 2.66' X CONC 4" FRONTIER 1321895.68' 401861.29' 41.24' 38.58'

100A-12 GM PE 2” 3.70' NL ASPH 6” CLEARWATER GAS 1321523.75' 401247.73' 37.57' 33.87'

100A-13 WS CI 2" 1.40' NL ASPH 6” CITY OF CLEARWATER 1321524.05' 401248.32' 37.58' 36.18'

261B-1 WM CI 3” 3.00' IRC NG 4” CITY OF CLEARWATER 1329804.46' 409149.09' 60.76' 57.76'

261B-2 GM STL 6” 3.38' NL ASPH 6” CLEARWATER GAS 1329861.39' 409146.19' 60.40' 57.02'

261B-3 FOC PE 2-2” 3.26' NL ASPH 6” FRONTIER 1329879.70' 409150.68' 60.21' 56.95'

261B-4 WM CI 8” 3.40' NL ASPH 6” CITY OF CLEARWATER 1329884.85' 409150.17' 60.13' 56.73'

261B-5 BT DBC 1" 2.72' IRC NG N/A FRONTIER 1330080.36' 409190.57' 58.37' 55.65'

261B-6 BT DBC 1” 4.20' IRC NG 4” FRONTIER 1330622.65' 409179.94' 60.26' 56.06'

261B-7 WM CI 6” 1.58' NL ASPH 4” CITY OF CLEARWATER 1330751.60' 409219.90' 59.85' 58.27'

261B-8 CATV PVC 2” 4.48' NL ASPH 4” SPECTRUM 1330745.01' 409749.18' 58.71' 54.23'

261B-9 WM CI 8” 2.12' NL ASPH 4” CITY OF CLEARWATER 1330744.80' 409751.69' 58.66' 56.54'

261B-10 WM CI UNK 5.64' IRC NG 3” CITY OF CLEARWATER 1330738.12' 409845.93' 59.13' 53.49'

261B-11 BT PVC 2-4” 3.00' NL ASPH 6” FRONTIER 1329888.35' 409150.32' 60.05' 57.05'

261B-12 BT PVC 2” 2.90' IRC NG 4” FRONTIER 1330624.27' 409179.84' 60.27' 57.37'

261B-13 WM CI 20" 3.42' IRC NG N/A CITY OF CLEARWATER 1329820.07' 409144.90' 60.82' 57.40'

261B-14 CATV PVC 2" 1.84' IRC NG N/A SPECTRUM 1330096.07' 409192.67' 58.47' 56.63'

269A-1 BE PVC 3” 1.32' NL ASPH 6" DUKE ENERGY 1326832.19' 399941.50' 25.93' 24.61'

269A-1A BE PVC 3” 1.32' NL ASPH 6" DUKE ENERGY 1326832.65' 399941.75' 25.94' 24.62'

269A-2 CATV PVC 2” 1.36' NL ASPH 6" SPECTRUM 1326832.40' 399941.61' 25.95' 24.59'

269A-3 WM GALV 2” 1.68' NL ASPH 6" CITY OF CLEARWATER 1326835.64' 399942.20' 26.01' 24.33'

269A-4 WM CI 6” 2.25' IRC NG 3” CITY OF CLEARWATER 1326960.02' 400083.41' 23.69' 21.44'

279B-1 WM CI 20” 3.36' IRC NG 3” CITY OF CLEARWATER 1324179.88' 408596.14' 68.42' 65.06'

279B-2 FOC PVC 2” 0.20' IRC NG 3” FRONTIER 1324210.23' 408608.04' 67.66' 67.46'

279B-3 WM CI 20"x16" 1.60' IRC NG 3” CITY OF CLEARWATER 1324197.52' 408644.12' 69.03' 67.43'

279B-4 BE PVC 2-4" 1.16' IRC NG 3” DUKE ENERGY 1324335.64' 408609.87' 65.99' 64.83'

279B-5 FM PVC 12" 3.70' IRC NG N/A PINELLAS COUNTY 1324507.14' 408587.46' 66.79' 63.09'

279B-6 WM CI 16" 2.70' IRC NG N/A CITY OF CLEARWATER 1324518.03' 408593.30' 66.52' 63.82'

279B-7 WM CI 12" 3.24' IRC NG N/A CITY OF CLEARWATER 1324520.02' 408593.19' 66.43' 63.19'

289B-1 WM CI 6” 5.65' X CONC 4” CITY OF CLEARWATER 1321457.49' 414228.50' 73.14' 67.49'

289B-2 BE PVC 4” 2.48' NL ASPH 6” DUKE ENERGY 1321451.90' 414365.35' 74.58' 72.10'

289B-3 GM PE 2” 4.10' NL ASPH 6” CLEARWATER GAS 1321451.26' 414373.33' 74.65' 70.55'

289B-4 BE PVC 4” 2.44' NL ASPH 6” DUKE ENERGY 1321451.35' 414377.44' 74.65' 72.21'

289B-5 BE PVC 4” 2.50' NL ASPH 6” DUKE ENERGY 1321451.97' 414388.31' 74.72' 72.22'

289B-6 WM CI 6” 2.72' IRC NG 3” CITY OF CLEARWATER 1321459.56' 414579.78' 73.41' 70.69'

291B-1 FM HDPE 10" 7.86' IRC NG N/A PINELLAS COUNTY 1320583.86' 423289.82' 35.31' 27.45'

291B-2-1 FOC/BT PVC 3-4” 4.38' NL ASPH 6" FRONTIER 1321776.73' 424275.53' 39.63' 35.25'

291B-2-2 WM CI 12" 2.57' NL ASPH 6" CITY OF CLEARWATER 1321772.15' 424275.56' 39.39' 36.82'

291B-2-3 OMITTED INTENTIONALLY

291B-2-4 CATV PVC 2” 1.08' IRC NG 3” SPECTRUM 1321676.97' 424202.91' 38.69' 37.61'

291B-2-5 BE DBC 6-1” 2.04' IRC NG 3” DUKE ENERGY 1321670.87' 424202.74' 38.65' 36.61'

291B-2-6 WM DIP 12" 2.54' X CONC 6" CITY OF CLEARWATER 1321211.75' 423235.00' 44.61' 42.07'

291B-2-7 BE PVC 4" 0.70' X CONC 6" DUKE ENERGY 1321211.71' 423234.31' 44.62' 43.92'

291B-2-8 BT DBC 2" 2.56' NL ASPH 4" FRONTIER 1321212.18' 423289.39' 44.52' 41.96'

291B-2-8A FOC/BT PVC 4" 2.56' NL ASPH 4" FRONTIER 1321212.25' 423289.79' 44.53' 41.97'

291B-2-9 CATV PVC 2" 1.32' NL ASPH 4" SPECTRUM 1321212.35' 423299.73' 44.44' 43.12'

291B-2-10 BE PVC 4-2" 2.40' NL ASPH 4" DUKE ENERGY 1321213.87' 423392.90' 43.13' 40.73'

291B-2-11 BE DBC 1" 2.52' IRC NG N/A DUKE ENERGY 1321223.92' 423430.60' 43.04' 40.52'

291B-2-12 WM PVC 6" 2.56' IRC NG N/A CITY OF CLEARWATER 1321224.06' 423435.57' 42.89' 40.33'

291B-2-12A BT DBC 0.5" 1.56' IRC NG N/A FRONTIER 1321224.81' 423435.45' 42.95' 41.39'

291B-2-13 WM PVC 6" 1.96' IRC NG N/A CITY OF CLEARWATER 1321557.47' 424177.33' 38.69' 36.73'

295A-1 WM CI 6” 2.88' IRC NG 4” CITY OF CLEARWATER 1316687.84' 398805.22' 37.23' 34.35'

295A-2 WM RCP 16” 1.86' IRC ASPH 4” CITY OF CLEARWATER 1316689.76' 398769.94' 37.04' 35.18'

295A-3 WM CI & RCP 6” & 16” 1.96' IRC NG N/A CITY OF CLEARWATER 1316689.14' 398766.62' 37.16' 35.20'

295A-2-1 GM PE 2” 3.78' X NG 3” CLEARWATER GAS 1316701.14' 397970.98' 36.16' 32.38'

295A-2-1A TS PVC 2-2” 1.00' X NG 3” CITY OF CLEARWATER 1316701.15' 397970.42' 36.18' 35.18'

295A-2-2 GM STL 4.5" 0.72' NL ASPH 4" CLEARWATER GAS 1316706.08' 397951.79' 35.89' 35.17'

295A-2-2A UNK STL 1" 1.06' NL ASPH 4" UNKNOWN 1316705.99' 397952.49' 35.88' 34.82'

295A-2-3 WM CI 8" 2.32' NL ASPH 4" CITY OF CLEARWATER 1316705.74' 397947.49' 35.94' 33.62'

295A-2-4 BE GALV 2” 2.52' IRC NG 4” DUKE ENERGY 1316688.59' 398765.96' 37.08' 34.56'

295A-2-5 GM PE 2” 3.10' NL ASPH 6” CLEARWATER GAS 1316690.89' 399221.69' 40.54' 37.44'

295A-2-6 WM CI 8" 3.58' NL ASPH 6” CITY OF CLEARWATER 1316691.16' 399224.55' 40.59' 37.01'

295A-2-7 TS PVC 4” 3.96' NL ASPH 6” CITY OF CLEARWATER 1316691.23' 399225.18' 40.59' 36.63'

306B-1 GS STL 2” 1.74' NL ASPH 4” CLEARWATER GAS 1316598.35' 402365.09' 53.22' 51.48'

306B-2 WS CI 2” 2.11' NL ASPH 4” CITY OF CLEARWATER 1316596.97' 402365.77' 53.37' 51.26'

306B-3 GM STL 2” 2.42' NL ASPH 6” CLEARWATER GAS 1316054.59' 402565.86' 57.68' 55.26'

306B-4 BT DBC 1.5” 2.68' NL ASPH 4” FRONTIER 1316593.14' 402360.78' 53.73' 51.05'

PHASE 2 TEST HOLES

Test Hole Utility Type

Utility Material

Utility Size Outside

Diameter (inches)

Utility Manual Depth (Feet)

Identified By

Surface Type

Surface Thickness (inches) Apparent Utility Owner Northing Easting Ground

Elevation Utilty

Elevation

308-1 WM CI 12” 2.28' X CONC 2” CITY OF CLEARWATER 1319459.99' 401240.29' 44.71' 42.43'

308-2A SAN VCP 4” 1.62' NL ASPH 2” CITY OF CLEARWATER 1319454.53' 401244.99' 45.03' 43.41'

308-2B WM CI 4” 3.00' NL ASPH 2” CITY OF CLEARWATER 1319452.79' 401245.12' 45.04' 42.04' 308-3 TS PVC 2-2” 2.30' NL CONC 6” CITY OF CLEARWATER 1319341.06' 401262.22' 44.35' 42.05'

308-5 FOC PVC 4” 5.10' NL ASPH 6” MCI 1319333.12' 401265.29' 44.19' 39.09'

308-6 WM CI 16” 2.70' IRC NG 4” CITY OF CLEARWATER 1319326.08' 401293.11' 44.39' 41.69' 252A-1 WM CI 16” 2.78' IRC NG N/A CITY OF CLEARWATER 1329847.09' 405605.70' 29.94' 27.16'

252A-2 WM CI 16” 2.74' IRC NG N/A CITY OF CLEARWATER 1329846.21' 405756.85' 31.86' 29.12'

252A-3 UNK VCP 6” 3.20' IRC NG N/A UNKNOWN 1329907.20' 405759.33' 31.12' 27.92'

252A-4 BT DBC 1” 2.56' IRC NG N/A FRONTIER 1329907.25' 405759.64' 31.09' 28.53'

252A-5 WM CI 2” 2.82' IRC NG N/A CITY OF CLEARWATER 1329906.64' 405605.58' 28.07' 25.25' 252A-6 WM CI 2” 1.36' NL ASPH 3” CITY OF CLEARWATER 1329885.78' 405608.23' 28.91' 27.55'

268B-1 WM CI 6” 2.04' NL ASPH 6" CITY OF CLEARWATER 1326702.46' 398709.75' 19.68' 17.64'

268B-2 SL CI 4” 3.26' NL ASPH 6" CITY OF CLEARWATER 1326654.81' 398923.83' 27.22' 23.96' 268B-3 BT CI 4” 3.12' NL ASPH 6” CITY OF CLEARWATER 1326654.65' 398924.43' 27.23' 24.11'

268B-4 GM PE 2” 4.90' NL ASPH 6” CITY OF CLEARWATER 1326658.00' 398922.28' 27.04' 22.14'

268B-5 WM CI 6" 1.50' NL ASPH 6” CITY OF CLEARWATER 1326656.30' 398971.10' 27.30' 25.80'

287A-1 WM DIP 8" 1.80' IRC NG N/A CITY OF CLEARWATER 1321899.78' 400602.08' 32.06' 30.26'

287A-2 WM DIP 12" 2.06' NL ASPH 4" CITY OF CLEARWATER 1321305.58' 400604.98' 34.69' 32.63'

287A-2B FOC PE 2" 2.04' NL ASPH 4" MCI 1321305.07' 400604.75' 34.69' 32.65'

287A-3 WM PVC 8" 4.24' NL ASPH 4" CITY OF CLEARWATER 1321017.01' 400599.92' 33.17' 28.93'

287A-5 WM CI 16” 2.20' IRC NG 4” CITY OF CLEARWATER 1319339.29' 400645.94' 39.91' 37.71' 288A-1 WM CI 10” 3.12' NL ASPH 4” CITY OF CLEARWATER 1319209.39' 404592.51' 45.08' 41.96'

288A-2 FOC PVC 4" 2.90' IRC NG N/A MCI 1319206.22' 404640.98' 48.31' 45.41'

288A-3 WM PVC 2" 2.20' IRC NG N/A CITY OF CLEARWATER 1319207.89' 404640.97' 48.25' 46.05'

288A-4 FOC PE 1" 2.40' X NG N/A FRONTIER 1319187.77' 405212.12' 66.20' 63.80'

288A-5 FOC PE 2-2" 2.60' IRC NG N/A FRONTIER 1319187.50' 405219.27' 65.91' 63.31'

288A-6 FOC PE 2" 6.58' NL ASPH 4" FRONTIER 1319189.80' 405226.16' 66.00' 59.42'

288A-7 GS PE 1" 2.02' X CONC 6" CLEARWATER GAS 1319188.42' 405381.66' 70.18' 68.16'

288A-8 FOC PVC 3-4" 2.02' X CONC 6" FRONTIER 1319182.14' 405745.58' 73.96' 71.94' 288A-9 TS PVC 2” 1.80' IRC NG 4” CITY OF CLEARWATER 1319182.63' 405848.65' 74.65' 72.85'

288A-10A TS PVC MULTIPLE 2” 1.58' X CONC 6” CITY OF CLEARWATER 1319180.51' 405858.29' 74.26' 72.68'

288A-10B TS/FOC PVC 2” 1.54' X CONC 6” CITY OF CLEARWATER 1319181.19' 405858.97' 74.22' 72.68' 288A-10C GM STL 4” 1.90' X CONC 6” CLEARWATER GAS 1319180.59' 405860.07' 74.17' 72.27'

288A-10D WM PVC 2” 2.04' X CONC 6” CITY OF CLEARWATER 1319180.31' 405860.22' 74.16' 72.12'

288A-10E FOC/BT PVC MULTIPLE 4" 1.84' X CONC 6” FRONTIER 1319179.82' 405858.11' 74.29' 72.45'

288A-11 FOC PE 2” 9.96' NL ASPH 6” FPL 1319182.12' 405875.43' 74.20' 64.24'

288A-13A FOC/BT PE MULTIPLE 4" 3.34' NL ASPH 4" FRONTIER 1319178.85' 405892.84' 74.44' 71.10' 288A-13B GM STL 4" 2.44' NL ASPH 4" CLEARWATER GAS 1319177.66' 405893.70' 74.45' 72.01'

288A-14 FOC/BT AC 3-4" 3.14' NL ASPH 4" FRONTIER 1319176.66' 405898.05' 74.54' 71.40'

288A-15 WM CI 8" 2.50' NL ASPH 4" CITY OF CLEARWATER 1319174.39' 405928.83' 74.47' 71.97' 288A-16 SAN VCP 8" 3.32' X CONC 6" CITY OF CLEARWATER 1319177.44' 405973.41' 74.67' 71.35'

288A-17 WM CI 6" 2.92' X CONC 6" CITY OF CLEARWATER 1319174.50' 405973.40' 74.67' 71.75' 295B-1 WM CI 6” 2.32' NL ASPH 3” CITY OF CLEARWATER 1318411.72' 397365.75' 37.52' 35.20'

295B-2 RCW PVC 4” 2.38' NL ASPH 2” CITY OF CLEARWATER 1318383.72' 397365.83' 37.55' 35.17'

295B-3 BE PVC 1” 1.80' NL ASPH 3” CITY OF CLEARWATER 1318039.00' 397362.96' 35.75' 33.95'

295B-4 BT PVC 4” 3.52' NL ASPH 4” FRONTIER 1318038.77' 397362.98' 35.75' 32.23'

295B-5 WM CI 6” 1.80' NL ASPH 3” CITY OF CLEARWATER 1318029.61' 397362.81' 35.74' 33.94'

PHASE 5 TEST HOLES

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

287B‐1 FOC PE 1.5" 3.42' IRC NG N/A FRONTIER 1320038.53' 402428.78' 38.13' 34.71'

287B‐2 GM PE 2" 3.02' IRC NG N/A CLEARWATER GAS 1320037.75' 402428.43' 38.18' 35.16'

287B‐3 WM PVC 6" 2.56' IRC NG N/A CITY OF

CLEARWATER 1320033.22' 402478.49' 36.66' 34.10'

287B‐4 GM PE 1.5" 2.40' IRC NG N/A CLEARWATER GAS 1320221.06' 402131.00' 47.39' 44.99'

287B‐5 WM CI 6" 4.10' IRC NG N/A CITY OF

CLEARWATER 1320431.60' 402226.99' 47.52' 43.42'

296B-1 FOC PVC 4" 8.44' NL ASPH 4" MCI 1317645.84' 401953.45' 39.31' 30.87'

296B-2 WM DIP 10" 3.94' NL ASPH 4" CITY OF

CLEARWATER 1317645.53' 401955.49' 39.33' 35.39'

296B-3 FOC PE 3-1.5" 4.24' NL ASPH 4" AT&T 1317645.43' 401958.36' 39.35' 35.11'

296B-4 FOC PVC 4" 4.17' NL ASPH 4" PINELLAS COUNTY 1317645.17' 401960.41' 39.37' 35.20'

296B-5 EXPLORATORY - NO UTILITIES FOUND - CLEARED TO 10' NL ASPH 4" N/A 1317645.27' 401962.11' 39.38' N/A

296B-6 GM PE 2" 1.90' IRC NG 4" CLEARWATER GAS 1316914.10' 403212.24' 28.48' 26.58'

296B-7 FOC PE 1.5" 1.94' IRC NG 4" FRONTIER 1316912.92' 403213.23' 28.38' 26.44'

296B-8 FM DIP 12" 2.90' X NG 4" CITY OF

CLEARWATER 1316913.50' 403217.47' 28.25' 25.35'

296B-9 WM CI 8" 3.35' NL ASPH 4” CITY OF

CLEARWATER 1317308.67' 401953.05' 42.69' 39.34'

296B-10 FOC PE 2-1.5" 7.20' NL ASPH 4” AT&T 1317308.66' 401955.69' 42.71' 35.51'

296B-11 FOC PVC 4" 3.20' NL ASPH 4” PINELLAS COUNTY 1317308.45' 401960.90' 42.69' 39.49'

296B-12 FOC PE 3-1.5" 3.80' NL ASPH 4” ZAYO 1317308.23' 401962.41' 42.71' 38.91'

296B-13 GM PE 2" 5.26' NL ASPH 4” CLEARWATER GAS 1317308.32' 401957.58' 42.70' 37.44'

296B-14 WM CI 6" 3.58' IRC NG N/A CITY OF

CLEARWATER 1316916.72' 403263.18' 28.47' 24.89'

296B-15 WM CI 6" 2.60' IRC NG N/A CITY OF

CLEARWATER 1317288.57' 403262.24' 25.31' 22.71'

296B-16 WM CI 8" 2.20' IRC NG N/A CITY OF

CLEARWATER 1316968.82' 402554.34' 43.72' 41.52'

296B-17 WM CI 6" 2.28' IRC NG N/A CITY OF

CLEARWATER 1317640.92' 402559.05' 35.00' 32.72'

296B-18 GM PE 2" 2.76' IRC NG N/A CLEARWATER GAS 1317634.42' 402455.81' 36.69' 33.93'

296B-19 FOC PE 4" 5.36' NL ASPH 4" PINELLAS COUNTY 1316931.17' 401957.65' 46.83' 41.47'

296B-20 WM CI 6" 3.86' NL ASPH 4" CITY OF

CLEARWATER 1316931.37' 401952.04' 46.82' 42.96'

296B-21 WS CI 2.5" 1.84' NL ASPH 4" CITY OF

CLEARWATER 1316932.04' 401953.12' 46.80' 44.96'

296B-22 EXPLORATORY - NO UTILITIES FOUND - CLEARED TO 10' NL ASPH 4" N/A 1316931.15' 401960.71' 46.83' N/A

296B-23 GM PE 2.5" 2.20' NL ASPH 4" CLEARWATER GAS 1316932.23' 401949.64' 46.83' 44.63'

296B-24 WM PVC 2.5" 1.88' NL ASPH 4" CITY OF

CLEARWATER 1316931.67' 401956.55' 46.82' 44.94'

296B-25 FOC PE 2-1.5" 2.36' IRC NG 4" FRONTIER 1317295.46' 403220.17' 25.55' 23.19'

296B-26 FM DIP 12" 3.26' IRC NG 4" CITY OF

CLEARWATER 1317295.41' 403220.50' 25.56' 22.30'

296B-27 BT DBC 1.5" 3.04' IRC NG 4" FRONTIER 1317295.35' 403220.79' 25.58' 22.54'

296B-28 RCW PVC 6" 5.26' X CONC 4" CITY OF

CLEARWATER 1317294.86' 403217.11' 25.61' 20.35'

296B-29 BT DBC 1" 2.62' X CONC 4" FRONTIER 1317295.54' 403217.84' 25.59' 22.97'

296B-30 GM PE 2" 2.56' IRC NG 4” CLEARWATER GAS 1317627.08' 403214.44' 23.88' 21.32'

296B-31 RCW PVC 6" 3.10' IRC NG 4” CITY OF

CLEARWATER 1317628.50' 403216.43' 23.65' 20.55'

296B-32 GM PE 2" 2.50' X CONC 6” CLEARWATER GAS 1317627.81' 402822.67' 30.19' 27.69'

296B-33 BT DBC 1" 2.85' X CONC 6” FRONTIER 1317628.61' 403218.67' 23.59' 20.74'

296B-34 FM DIP 12" 3.60' IRC NG 4” CITY OF

CLEARWATER 1317627.91' 403221.51' 23.82' 20.22'

296B-35 FOC PE 2-1.5" 2.40' IRC NG 4” FRONTIER 1317628.01' 403223.54' 23.65' 21.25'

296B-36 WM CI 6" 2.60' IRC NG 4” CITY OF

CLEARWATER 1317627.17' 403263.52' 23.69' 21.09'

296B-37 WM CI 6" 2.42' IRC NG N/A CITY OF

CLEARWATER 1317302.61' 402556.90' 41.61' 39.19'

307A-1 FOC PE 2-1.5" 1.94' IRC NG 4” FRONTIER 1315511.66' 405322.89' 39.67' 37.73'

307A-2 WM CI 6" 2.44' HUB NG 4” CITY OF

CLEARWATER 1315545.01' 405306.77' 38.54' 36.10'

307A-3 WM CI 6" 2.10' IRC NG 4” CITY OF

CLEARWATER 1315553.60' 405131.16' 35.89' 33.79'

307A-4 FOC PE 1.5" 2.72' IRC NG 4” FRONTIER 1315870.93' 405130.37' 30.60' 27.88'

307A-5 FOC PE 1.5" 2.38' IRC NG 4” FRONTIER 1316031.50' 405131.38' 28.65' 26.27'

307A-6 FOC PE 1.5" 2.80' IRC NG 4” FRONTIER 1316166.55' 405124.39' 26.60' 23.80'

307A-7 FOC PE 1.5" 1.64' IRC NG 4” FRONTIER 1316313.44' 405133.74' 24.67' 23.03'

307A-8 WM CI 6" 1.48' IRC NG 4” CITY OF

CLEARWATER 1316316.51' 405133.75' 24.86' 23.38'

307A-9 WM CI 6" 2.18' IRC NG 4” CITY OF

CLEARWATER 1316307.65' 405330.18' 25.11' 22.93'

307A-10 FOC DBC 0.25" 0.30' IRC NG 1” FRONTIER 1316267.53' 405327.97' 25.31' 25.01'

307A-11 WM PVC 2" 2.68' IRC NG 4” CITY OF

CLEARWATER 1316220.34' 405334.49' 26.90' 24.22'

307A-12 GS PE 1" 2.26' IRC NG 4” CLEARWATER GAS 1315844.28' 405330.74' 33.06' 30.80'

307A-13 WM PVC 2" 1.56' IRC NG 4” CITY OF

CLEARWATER 1315625.08' 405338.37' 38.07' 36.51'

307A-14 WM CI 2" 1.62' IRC NG 4” CITY OF

CLEARWATER 1315619.95' 405334.73' 38.23' 36.61'

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OPEN CUT

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JACK AND BORE

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OPEN CUT

(~25 LF)

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SUNS+INE STATE

ONE CALL

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OF

3507 EAST FRONTAGE ROAD SUITE 180

TAMPA, FL 33607

TEL: (813) 549-0919

CHA CONSULTING, INC.

CERTIFICATE OF AUTHORIZATION #28386

CITY OF CLEAR:ATER� FLORI'A

PU%LIC :OR.S 'EPART0ENT -

ENGINEERING

100 S. MYRTLE AVE.

CLEARWATER, FL 33756

GENERAL NOTES

1. MINIMUM SEPARATION BETWEEN PROPOSED WATER MAIN AND EXISTING

GAS MAIN SHALL BE 3'.

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" RESIDENTIAL OR 2" COMMERCIAL SERVICE LINE AND PW METER

BOX ADJACENT TO EACH EXISTING WATER METER/PARCEL (5' 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 TO 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 909. CONTRACTOR SHALL

COORDINATE WITH ARBORIST FOR PROPER COMPLETION OF TREE

PROTECTION AND ROOT PRUNING IN ACCORDANCE WITH CITY

SPECIFICATIONS.

10. CONTRACTOR TO COORDINATE WITH GAS UTILITY OWNER FOR ANY

NECESSARY REQUIREMENTS DURING CONSTRUCTION.

11. CONTRACTOR SHALL VERIFY ALL CUSTOMERS/BUILDINGS HAVE WATER

SERVICE PRIOR TO CUTTING AND CAPPING EXISTING WATER MAINS.

12. CONTRACTOR SHALL RECONNECT NEW WATER SERVICE LINES TO THE

EXISTING METER LOCATION UNDER SUPERVISION OF THE CITY'S

REPRESENTATIVE CONSTRUCTION INSPECTOR.

13. CONTRACTOR SHALL ADJUST ALL WATER METER(S) TO CURRENT GRADE.

14. CONTRACTOR SHALL RESTRAIN EXISTING MAINS AS NECESSARY IN

ACCORDANCE WITH CITY STANDARD DETAIL 407. WHERE INSTALLATION OF

RESTRAINTS MAY REQUIRE EXCAVATION OF ROADWAY, CONTRACTOR

SHALL COORDINATE WITH CITY AND CITY'S REPRESENTATIVE TO CONFIRM

RESTRAINING PRIOR TO INSTALLATION.

15. CONTRACTOR SHALL HAVE FIELD MEETING WITH THE CITY AND/OR RPR

INSPECTOR PRIOR TO INSTALLATION OF ANY TEAM'S INSERTVALVE, TO

CONFIRM IF EXISTING VALVES MAY ISOLATE THE MAIN IN LIEU OF A TEAM'S

INSERTVALVE.

16. CONTRACTOR SHALL HAVE OR USE A CERTIFIED PLUMBING CONTRACTOR

TO INSTALL THE CUSTOMER SIDE SERVICES AND SHALL OBTAIN CITY

PLUMBING PERMITS.

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

(~280 LF)

RECOR' 'RA:INGS

SUR9EYE' %Y�

APPRO9E' %Y�

RE9IE:E' %Y�

PRO-ECT ENGINEER

'RA:N %Y�

'ATE

'ATE

RE9ISION %Y 'ATE

CALL �11

S+EET NO.�

CONTRACT NO.� 'ATE 'RA:N�

'ESIGNE' %Y�

SUR9EYE' %Y�

+ORI=.

'RA:N %Y�

9ERT.

SCALE�':G NA0E� FIEL' %OO.�

C+EC.E' %Y�-O% NO.�

IN9ESTIGATE %EFORE YOU E;CA9ATE

SUNS+INE STATE

ONE CALL

OF FLORI'A

ZZZ.callVXnVKine.coP ��00� �32-�770

0IN. �� +OURS

%EFORE YOU E;CA9ATE

OF

3507 EAST FRONTAGE ROAD SUITE 180

TAMPA, FL 33607

TEL: (813) 549-0919

CHA CONSULTING, INC.

CERTIFICATE OF AUTHORIZATION #28386

CITY OF CLEAR:ATER� FLORI'A

PU%LIC :OR.S 'EPART0ENT -

ENGINEERING

100 S. MYRTLE AVE.

CLEARWATER, FL 33756

GENERAL NOTES

1. MINIMUM SEPARATION BETWEEN PROPOSED WATER MAIN AND EXISTING

GAS MAIN SHALL BE 3'.

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" RESIDENTIAL OR 2" COMMERCIAL SERVICE LINE AND PW METER

BOX ADJACENT TO EACH EXISTING WATER METER/PARCEL (5' 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 TO 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 909. CONTRACTOR SHALL

COORDINATE WITH ARBORIST FOR PROPER COMPLETION OF TREE

PROTECTION AND ROOT PRUNING IN ACCORDANCE WITH CITY

SPECIFICATIONS.

10. CONTRACTOR TO COORDINATE WITH GAS UTILITY OWNER FOR ANY

NECESSARY REQUIREMENTS DURING CONSTRUCTION.

11. CONTRACTOR SHALL VERIFY ALL CUSTOMERS/BUILDINGS HAVE WATER

SERVICE PRIOR TO CUTTING AND CAPPING EXISTING WATER MAINS.

12. CONTRACTOR SHALL RECONNECT NEW WATER SERVICE LINES TO THE

EXISTING METER LOCATION UNDER SUPERVISION OF THE CITY'S

REPRESENTATIVE CONSTRUCTION INSPECTOR.

13. CONTRACTOR SHALL ADJUST ALL WATER METER(S) TO CURRENT GRADE.

14. CONTRACTOR SHALL RESTRAIN EXISTING MAINS AS NECESSARY IN

ACCORDANCE WITH CITY STANDARD DETAIL 407. WHERE INSTALLATION OF

RESTRAINTS MAY REQUIRE EXCAVATION OF ROADWAY, CONTRACTOR

SHALL COORDINATE WITH CITY AND CITY'S REPRESENTATIVE TO CONFIRM

RESTRAINING PRIOR TO INSTALLATION.

15. CONTRACTOR SHALL HAVE FIELD MEETING WITH THE CITY AND/OR RPR

INSPECTOR PRIOR TO INSTALLATION OF ANY TEAM'S INSERTVALVE, TO

CONFIRM IF EXISTING VALVES MAY ISOLATE THE MAIN IN LIEU OF A TEAM'S

INSERTVALVE.

16. CONTRACTOR SHALL HAVE OR USE A CERTIFIED PLUMBING CONTRACTOR

TO INSTALL THE CUSTOMER SIDE SERVICES AND SHALL OBTAIN CITY

PLUMBING PERMITS.

GAS

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.

(~380 LF, THIS SHEET)

GENERAL NOTES

1. MINIMUM SEPARATION BETWEEN PROPOSED WATER MAIN AND EXISTING

GAS MAIN SHALL BE 3'.

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" RESIDENTIAL OR 2" COMMERCIAL SERVICE LINE AND PW METER

BOX ADJACENT TO EACH EXISTING WATER METER/PARCEL (5' 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 TO 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 909. CONTRACTOR SHALL

COORDINATE WITH ARBORIST FOR PROPER COMPLETION OF TREE

PROTECTION AND ROOT PRUNING IN ACCORDANCE WITH CITY

SPECIFICATIONS.

10. CONTRACTOR TO COORDINATE WITH GAS UTILITY OWNER FOR ANY

NECESSARY REQUIREMENTS DURING CONSTRUCTION.

11. CONTRACTOR SHALL VERIFY ALL CUSTOMERS/BUILDINGS HAVE WATER

SERVICE PRIOR TO CUTTING AND CAPPING…