38-IFB-26-00287 Plans - Waters-FL Mining SS UTV1.pdf

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FLORIDA

STATE OF

ON ANY ELECTRONIC COPIES.

AND THE SIGNATURE MUST BE VERIFIED

NOT CONSIDERED SIGNED AND SEALED

PRINTED COPIES OF THIS DOCUMENT ARE

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY

THIS ITEM HAS BEEN DIGITALLY

UTV-1

VERIFIED UTILITY LOCATE

2/9/2022jwright P:\HCE1701\31-Waters at Florida Mining\CADD\69679026\roadway\sbvhrd01.dgn10:41:51 AM

CIP NO. SHT. NO.

DESCRIPTION

REVISIONS

DATE DESCRIPTION

Florida Professional Surveyor and Mapper LS 6361 Michael J. Curley PSM

Phone: (727) 822-4317 St. Petersburg, FL 33701 299 Dr. Martin Luther King Jr. Street North

Certificate of Authorization Number: LB21 George F. Young Inc.

Rule 5J-17.062 of the Florida Administrative Code.

16. This report has been digitally signed and sealed under electronic copies.

and sealed and the signature must be verified on any

15. Printed copies of this document are not considered signed seal of a Florida licensed Surveyor and Mapper.

thereof are not valid without the original signature and

This survey map and report (if applicable) or the copies 14.

proposed structures.

considered prior to the design and/or placement of file representing the map of survey, must be carefully and other VVH holes shown in this report and electronic

The surrounding utilities shown as electronic designation, feet and diameter of four inches, unless otherwise noted.

These exploratory holes were performed to a depth of ten represent exploratory holes where no utilities were found.

taken at the center of the proposed structure and

VVH test holes described as "Bottom of Excavation" were 13.

ownership.

meetings, and utility research and may not reflect actual information obtained from field observations, field

Utility owner’s names used in this report reflect 12.

unless otherwise specified.

Utility size reflects the approximate outside diameter 11.

considered approximate.

field observation under adverse conditions and should be

Utility size and material composition were collected by 10.

water table, excessive depth, and/or feature makeup.

detected due to environmental conditions, soil conditions, there is the possibility that all utilities may not be underground utilities. Although effective and reliable, industry recognized procedure for finding and locating

Utilization of the above equipment and methods is the 9.

(GPR).

of electronic designation and Ground Penetrating Radar

Vacmaster System for vacuum excavation with the benefit

Subsurface Utilities were located by utilizing the 8.

conditions may change over time.

are valid at the date of this survey only as surface grade

Surface elevations and measure downs (depth of cover) 7.

considered approximate.

deviate from the actual utility location and should be designated lines as shown in the map of survey may exposed by vacuum excavation (VVH). Electronically

6. This report contains subsurface utilities physically

Element in Microstation file algnrd01.dgn.

to the baseline of survey of Waters Ave as provided by

Utility Excavation Report table contained herein is relative

Station and offset information used for the Subsurface 5.

(elevation=26.05 feet).

on Hillsborough County benchmark VA-393

North American Vertical Datum of 1988 (NAVD 88) based

2011 (NAD 83/11). The Vertical datum is relative to the

West Zone, North American Datum of 1983 – Adjustment of relative to the Florida State Plane Coordinate System, Microstation file algnrd01.dgn. The Horizontal datum is tie to baseline monumentation provide by Element in

Permanent Reference Network (FPRN) for corrections and

Kinematic (RTK) GPS Methodology utilizing the Florida

Coordinates and elevations were established by Real-Time 4.

Engineering Group and Hillsborough County

Prepared for the exclusive benefit of: Element 3.

Test Holes 122 – 123 Aug 27 – Sep 3, 2019

Survey date: Test Holes 101 – 121 Jul 30 – Aug 5, 20192.

County, Florida.

and Florida Mining Boulevard, City of Tampa, Hillsborough subsurface utilities at the intersection of Waters Avenue

Record Survey to record the location of specific 1.

SUBSURFACE UTILITY SURVEY REPORT

Verified Vertical and HorizontalVVH

Polyvinyl ChloridePVC

Outside DiameterO.D.

Not Field VerifiedNFV

Northeast - SouthwestNE-SW

North - SouthN-S

Not ApplicableN/A

East - WestE-W

LEGEND:

8/27/19 VVH123 4" Cast-Iron Force Main (on 90° Down) 189+58.10 93.72' LT 27.06' 2.15' 24.91' Hillsborough Co. N-S Soil

8/27/19 VVH122 4" PVC Force Main (Green) 189+35.21 93.80' LT 28.72' 3.95' 24.77' Hillsborough Co. NE-SW Soil

7/30/19 VVH121 1.5" Polyethylene Fiber Optic (x3) (Black) 190+05.09 46.03' RT 26.88' 4.71' 22.17' XO Communications E-W Soil

7/30/19 VVH120 Fiber Optic (Size/Material NFV) 190+05.25 46.97' RT 26.97' 5.82' 21.15' XO Communications E-W Soil

7/30/19 VVH119 Fiber Optic (Size/Material NFV) 190+05.47 49.22' RT 26.75' 3.65' 23.10' Crown Castle E-W Soil

7/30/19 VVH118 1.25" Subduct Fiber Optic (x2) (Black) 190+05.51 50.70' RT 26.76' 3.27' 23.49' MCI E-W Concrete

7/30/19 VVH117 3" PVC Traffic Signal (x2) (Grey) 190+05.48 51.23' RT 26.77' 1.72' 25.05' Hillsborough Co. E-W Concrete

7/30/19 VVH116 4" Steel Unknown 190+05.46 52.01' RT 26.79' 3.44' 23.35' Unknown E-W Concrete

7/30/19 VVH115 6" Coated Steel Gas (Green) 190+02.46 53.58' RT 27.10' 3.44' 23.66' TECO Peoples Gas E-W Concrete

7/30/19 VVH114 2" PVC Unknown (White) 190+02.50 56.29' RT 27.53' 2.27' 25.26' Unknown NE-SW Soil

7/30/19 VVH113 4" PVC Unknown (White) 190+02.59 56.85' RT 27.62' 2.57' 25.05' Unknown NE-SW Soil

7/30/19 VVH112 Fiber Optic (Size/Material NFV) 190+04.59 60.06' RT 28.25' 7.32' 20.93' MCI E-W Soil

7/30/19 VVH111 Bottom of Excavation 189+40.21 88.01' LT 27.71' 8.0' 19.7' N/A N/A Soil

7/30/19 VVH110 Bottom of Excavation 189+39.46 78.22' LT 27.17' 8.0' 19.2' N/A N/A Soil

7/30/19 VVH109 Bottom of Excavation 189+43.78 82.82' LT 26.77' 8.0' 18.8' N/A N/A Soil

7/30/19 VVH108 4" PVC Telephone (Grey) 189+55.04 82.66' LT 26.93' 2.35' 24.58' Frontier N-S Soil

7/30/19 VVH107 4" PVC Telephone (x3) (Pink) 189+51.34 82.99' LT 26.56' 2.36' 24.20' Frontier N-S Soil

7/30/19 VVH106 4" Coated Steel Gas (Green) 189+50.24 83.07' LT 26.50' 2.57' 23.93' TECO Peoples Gas N-S Soil

7/30/19 VVH105 2" Polyethylene Cable TV (x2) (Orange) 189+49.32 83.26' LT 26.65' 2.78' 23.87' Charter N-S Soil

7/30/19 VVH104 4" PVC + 1" Diect Buried Telephone 189+48.54 83.44' LT 26.48' 1.95' 24.53' Frontier N-S Soil

7/30/19 VVH103 4" PVC Telephone (x2) 189+47.44 83.51' LT 26.55' 1.41' 25.14' Frontier N-S Soil

7/30/19 VVH102 2" PVC Cable TV (White) 189+46.28 83.68' LT 26.60' 1.95' 24.65' Charter N-S Soil

7/30/19 VVH101 1" Direct Buried Telephone 189+44.40 83.54' LT 26.67' 2.31' 24.36' Frontier N-S Soil

Date Number (Size measured in inches and is O.D.) Elev Depth (Top) Elev (Top) Owner Direction Type

Test Hole Test Hole Utility Size, Material & Type Station Offset Ground Manual Utility Utility Utility Surface

CR 584 (WATERS AVE)

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69600318

CAPITAL PROGRAMS DEPARTMENT

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602