PIE_Cargo_-_Survey_-_Echo.pdf

PDF 1 MB Posted Nov 17, 2022

Attached to: Cargo Apron Reconstruction and Replacement of Runway 9-27 with a Taxiway
Solicitation number: 23-0075-ITB-CONSTRUCTION
Issued by: Pinellas County, Florida

About this file

Written by GovTribe AI · Jun 28, 2025

This document is a comprehensive topographic and utility survey prepared by ECHO UES, Inc. for Michael Baker, focusing on the PIE Cargo site, likely related to the Tampa International Airport (Peter O. Knight Airport). The survey was conducted on April 26, 2022, and consists of 12 detailed sheets documenting the existing infrastructure, utility lines, drainage systems, and topographical features of the project area. The survey meticulously maps buried electrical lines, water lines, fiber optic cables, storm drainage systems, sanitary sewer lines, and various surface features using precise GPS and geospatial mapping techniques.

The survey was performed using Florida State Plane Coordinate System (NAD 83/11) and North American Vertical Datum 1988 (NAVD88), with horizontal control established using the Florida Department of Transportation's Permanent Reference Network. The document includes detailed elevation measurements, utility line locations, pipe dimensions, manhole and grate inlet specifications, and notes on subsurface utility engineering methods. The survey follows the American Society of Civil Engineers' standard guideline for subsurface utility data collection (ASCE/CI 38-02) and includes multiple quality level assessments of the underground infrastructure. A professional surveyor, Thomas P. Young, Jr. (License LS 7044), certified the accuracy and completeness of the survey documentation.

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Other files

File	Type	Posted
ITB-signed-23-0075.pdf	PDF	Nov 18, 2022
PIE_Cargo_-_Final_Plans.pdf	PDF	Nov 17, 2022
Title_VI.pdf	PDF	Nov 17, 2022
Section_E_-_PIE_Cargo_-_Final_Specs_Volume_2.pdf	PDF	Nov 17, 2022
Section_I_Agreement.pdf	PDF	Nov 17, 2022
Appendix_6_-_Part_2_GEO_Rpt_-_FullReport_FinalVersion_04.18.22.pdf	PDF	Nov 17, 2022
Appendix_6_-_PIE_Cargo_-_Final_CSPP.pdf	PDF	Nov 17, 2022
Section_E_-_PIE_Cargo_-_Final_Specs_Volume_1.pdf	PDF	Nov 17, 2022
PIE_Cargo_-_Survey_-_MBI.pdf	PDF	Nov 17, 2022
Appendix_6_-_Stormwater_Study_-_Final.pdf	PDF	Nov 17, 2022
Section_F_-_Bid_Submittal_Sheets.xlsx	XLSX spreadsheet	Nov 17, 2022
Appendix_6_-_Part_1_GEO_Rpt_-_FullReport_FinalVersion_05.02.22.pdf	PDF	Nov 17, 2022
Appendix_4_-_FDOT_Contract_Provisions.pdf	PDF	Nov 16, 2022
Appendix_1_-_Permits.pdf	PDF	Nov 16, 2022

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SURVEYOR'S REPORT:

1. THIS SURVEY DOES NOT DETERMINE OWNERSHIP OF THE LANDS SHOWN

HEREON.

2. MEASUREMENT METHODS USED FOR THIS SURVEY MEET STANDARDS OF

PRACTICE FOR LAND SURVEYING CHAPTER 5J-17 REQUIREMENTS. DIMENSIONS

ARE SHOWN IN UNITED STATES STANDARD SURVEY FEET AND DECIMALS

THEREOF UNLESS OTHERWISE NOTED.

3. THIS SURVEY WAS PERFORMED WITHOUT BENEFIT OF AN ABSTRACT, TITLE

SEARCH, TITLE OPINION OR TITLE COMMITMENT. A TITLE SEARCH MAY

REVEAL ADDITIONAL INFORMATION AFFECTING THE PARCEL AS SHOWN.

4. FEATURES SHOWN BY SYMBOL AS INDICATED IN THE LEGEND ARE NOT TO

SCALE.

5. THE HORIZONTAL POSITIONS FOR ALL FEATURES SHOWN ON THE MAP ARE

RELATIVE TO THE FLORIDA STATE PLANE COORDINATE SYSTEM, NORTH

AMERICAN DATUM OF 1983/2011 ADJUSTMENT (NAD 83/11), ZONE 902,

FLORIDA WEST. HORIZONTAL CONTROL WAS ESTABLISHED USING THE

FLORIDA DEPARTMENT OF TRANSPORTATION'S (FDOT) FLORIDA PERMANENT

REFERENCE NETWORK (FRPN), A REAL TIME KINEMATIC (RTK) GLOBAL

POSITIONING SYSTEM (GPS).

6. VERTICAL INFORMATION SHOWN HEREON REFERS TO NORTH AMERICAN

VERTICAL DATUM 1988 (NAVD88). ALL SET CONTROL WAS ELEVATED BY

COMPLETING A CLOSED LOOP BENCH RUN. SAID BENCH RUN CLOSURE IS

ACCURATE TO A STANDARD OF 0.05' TIMES THE SQUARE ROOT OF THE

BENCHRUN DISTANCE IN MILES.

7. IMPROVEMENTS & TOPOGRAPHIC FEATURES SHOWN HEREON ARE LIMITED TO

AREAS PER SPECIFIC INSTRUCTIONS OF THE CLIENT.

8. SUBSURFACE UTILITIES DEPICTED HEREON ARE THE HORIZONTAL LOCATIONS

OF PAINT MARKS AND FLAGS PLACED BY SUBSURFACE UTILITY ENGINEERING

FIELD TECHNICIANS. THE MARKS WERE DETERMINED USING SURFACE

GEOPHYSICAL EQUIPMENT INCLUDING BUT NOT LIMITED TO GROUND

PENETRATING RADAR (GPR) AND/OR ELECTROMAGNETIC LOCATORS. UTILITY

CHARACTERISTICS, METHODS OF INSTALLATION, SOIL CONDITIONS AND THE

SURROUNDING ENVIRONMENT ALL MAY ADVERSELY IMPACT THE RESULTS OF

ANY UTILITY INVESTIGATION. FOR THESE REASONS THE LOCATIONS OF THE

SUBSURFACE UTILITIES SHOULD BE CONSIDERED APPROXIMATE UNLESS

CLEARLY EXPOSED AND VISUALLY VERIFIED AT SPECIFIC LOCATIONS. NO

GUARANTEE IS MADE THAT ALL UTILITIES WILL BE FOUND AND IDENTIFIED.

9. ALL SUBSURFACE UTILITY ENGINEERING WORK PERFORMED WAS DONE IN

ACCORDANCE WITH THE AMERICAN SOCIETY OF CIVIL ENGINEERS' (ASCE)

STANDARD GUIDELINE FOR THE COLLECTION AND DEPICTION OF EXISTING

SUBSURFACE UTILITY DATA (ASCE/CI 38-02). QUALITY LEVELS SHOWN IN

THE SURVEY ARE REFERENCED TO ASCE/CI 38-02.

10. THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES

SHOWN REPRESENT ALL UTILITIES IN THE AREA, WHETHER IN SERVICE OR

ABANDONED, OR THAT THE UNDERGROUND UTILITIES ARE IN THE EXACT

LOCATION SHOWN, BUT DOES CERTIFY THAT THEY HAVE BEEN LOCATED AS

ACCURATELY AS POSSIBLE FROM AVAILABLE INFORMATION.

11. THE SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID

WITHOUT THE SIGNATURE AND SEAL OF A FLORIDA LICENSED SURVEYOR AND

MAPPER.

12. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN

THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT

OF THE SIGNING PARTY OR PARTIES.

13. THE LAST DATE OF FIELD EFFORT WAS 04/26/2022.

PREPARED FOR:

MICHAEL BAKER

SURVEYOR'S CERTIFICATION

I HEREBY CERTIFY THAT A SURVEY OF THE PROPERTY SHOWN HEREON WAS

MADE UNDER MY SUPERVISION AND THAT THE SURVEY MEETS THE STANDARDS

OF PRACTICE AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL

SURVEYORS AND MAPPERS IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE,

PURSUANT TO CHAPTER 472.027 OF THE FLORIDA STATUTES AND THAT THE

SKETCH HEREON IS A TRUE AND ACCURATE REPRESENTATION THEREOF TO THE

BEST OF MY KNOWLEDGE AND BELIEF, SUBJECT TO NOTES AND NOTATIONS

SHOWN.

THIS DOCUMENT HAS BEEN DIGITALLY

SIGNED AND SEALED BY:

THOMAS P. YOUNG, JR

FLORIDA PROFESSIONAL SURVEYOR &

MAPPER LS 7044

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND

SEALED. THE SIGNATURE MUST BE VERIFIED ON THE ELECTRONIC DOCUMENT.

REVISION BY DATEREVISION BY DATE

ECHO UES, INC.

CERTIFICATION OF AUTHORIZATION 8184

4803 GEORGE ROAD, SUITE 350

TAMPA, FLORIDA 33634

888.778.ECHO | www.echoues.com

DATE:

PROJECT NUMBER:

OFFICE:

CHECKED:

SHEET OFSCALE:

MICHAEL BAKER

PIE CARGO

TOPOGRAPHIC AND UTILITY SURVEY

22-004

08/18/2022

01 12NTS

P ro fessional Surveyor an d

M ap p e r

Lic ense Number

STATE OF

FLORIDA

MAS P. YOUNG, JR

SHEET LAYOUT

NOT TO SCALE

SHEET 2 SHEET 3 SHEET 4

SHEET 8SHEET 7SHEET 6SHEET 5

SHEET 9 SHEET 10 SHEET 11 SHEET 12

BE(B)

BTV(C)

S(B)

=LOST SIGNAL

=LIGHT POLE

CMP CORRUGATED METAL PIPE

DIR DIRECTION

E EASTING

ELEV ELEVATION

ERCP ELLIPTICAL REINFORCED CONCRETE PIPE

FF FINISHED FLOOR

HDPE HIGH DENSITY POLYETHYLENE

INV INVERT

IRC IRON ROD AND CAP

N NORTHING

PVC POLYVINYL CHLORIDE

RCP REINFORCED CONCRETE PIPE

TYP TYPICAL

UNK UNKNOWN

ABBREVIATIONS

=BURIED ELECTRIC-EXISTING TYPE B

=BURIED CATV-EXISTING TYPE B

=CULVERT/DRAINAGE

=SANITARY SEWER

=TOPO FEATURE

UNK(B) =UNKNOWN-EXISTING TYPE B

W(B) =BURIED WATER-EXISTING TYPE B

EOI

WATER

BFOC(B) =BURIED FIBER OPTIC-EXISTING TYPE B

=SERVICE BOX

=SOIL BORING

=WATER VALVE

=WIRE PULL BOX

LEGEND

=FIRE HYDRANT

=BACKFLOW PREVENTER

=MANHOLE

=MANHOLE-DRAINAGE

=MANHOLE-SANITARY SEWER

SAN

BACK FLOW

=RUNWAY LIGHT

U N K B

UNK(B)UNK(B)UNK(B)UNK(B)UNK(B) W

W B

W(B) W(B)W(B)W(B)W(B)W(B)

W B

BE(B) BE(B) BE(B)

BE(B) BE(B) BE(B) BE(B)

BE(B) BE(B) BE(B) BE(B) BE(B)

BE(B)

BE(B

BE(B)BE(B)BE(B)BE(B)

BE(B) BE(B) BE(B) BE(B) BE(B)

BE(B)

BE(B

BE(B)BE(B)BE(B)BE(B)

BE(B) BE(B) BE(B) BE(B) BE(B)

BE(B)

BE(B

BE(B)BE(B)BE(B)BE(B)

BTV(B) BTV(B) BTV(B) BTV(B) BTV(B)

BTV(B)BTV(B)BTV(B)BTV(B)

BE(B)

BE(B) BE(B) BE(B) BE(B)

B E B

W(B) W(B) W(B)

S B

S(B) S(B) S(B) S(B) S(B)

BFOC(B)BFOC(B)BFOC(B)BFOC(B)BFOC(B) BFOC(B) BFOC(B)

W(B)

SD SD SD

WATER

EOI

WATER

SAN

WATER

BACK FLOWBACK FLOW

WATER

BACK FLOWBACK FLOW

BACK FLOWBACK FLOWWATER

EOI

MITER END SECTION

TOP ELEV=9.15'

BOTTOM ELEV=7.38'

E (15" RCP) INV ELEV=6.79'

GRATE INLET

RIM ELEV=9.21

W (15" RCP) INV ELEV=6.51'

STORM MANHOLE

RIM ELEV=10.66'

E (24" RCP) INV ELEV=4.94'

MITER END SECTION

TOP ELEV=8.94'

BOTTOM ELEV=7.49'

SE (8" PVC) INV ELEV=7.11'

STORM MANHOLE

RIM ELEV=10.33'

SE (18" RCP) INV ELEV=4.98'

W (24" RCP) INV ELEV=5.00'

STORM MANHOLE

RIM ELEV=10.24'

NE (24" RCP) INV ELEV=4.70'

NW (18" RCP) INV ELEV=4.87'

STORM MANHOLE

RIM ELEV=10.54'

N (DRAIN PIPE) INV ELEV=7.89'

E (DRAIN PIPE) INV ELEV=7.95'

STORM MANHOLE

RIM ELEV=10.75'

E (24" PVC) INV ELEV=8.17'

W (DRAIN PIPE) INV ELEV=8.15'

STORM MANHOLE

RIM ELEV=10.54'

E (24" RCP) INV ELEV=7.94'

W (24" RCP) INV ELEV=7.94'

STORM MANHOLE

RIM ELEV=10.35'

N (24" PVC) INV ELEV=7.78'

S (24" RCP) INV ELEV=7.74'

GRATE INLET

RIM ELEV=9.16'

N (18" RCP) INV ELEV=5.06'

E (18" RCP) INV ELEV=5.05'

SW (24" RCP) INV ELEV=5.08'

GRATE INLET

RIM ELEV=9.71'

N (18" RCP) INV ELEV=5.93'

W (18" RCP) INV ELEV=5.50'

FOR

DIR

ONLY

FOR

DIR

ONLY

GRATE INLET

RIM ELEV=12.16'

E (UNKNOWN) INV ELEV=UNKNOWN / NO ACCESS

SW (UNKNOWN) INV ELEV=UNKNOWN / NO ACCESS

NW1 (6" PVC) INV ELEV=UNKNOWN / NO ACCESS

NW2 (6" PVC) INV ELEV=UNKNOWN / NO ACCESS

GRATE INLET

RIM ELEV=10.44'

E (24" PVC) INV ELEV=4.03'

S1 (DRAIN PIPE) INV ELEV=UNKNOWN

S2 (24" RCP) INV ELEV=3.93'

FOR

DIR

ONLY

FOR

DIR

ONLY

FOR

DIR

ONLY

ST-1

ST-2

SA-1

MITER END SECTION

TOP ELEV=9.31'

BOTTOM ELEV=8.40'

N (24" RCP) INV ELEV=8.34'

ST-1

GRATE INLET

RIM ELEV=10.47'

SE1 (6" PVC) INV ELEV=6.95'

SE2 (6" PVC) INV ELEV=6.92'

ST-2

SANITARY MANHOLE

RIM ELEV=10.52'

E (6" PVC) INV ELEV=1.69'

S (6" PVC) INV ELEV=1.61'

SA-1

FOR

DIR

ONLY

W(B)W(B)

INTO BUILDING

POST INDICATOR VALVES

W(B)

POSSIBLE BELOW GROUND OBSTRUCTION

B E B

U N K B

PC-1 PB-1

PC-2 PB-2

PB-3

PC-3 PB-4

PC-5 PB-6

DCP-1 PC-4 PB-5

DCP-2 PB-11 PC-8

PB-7

DCP-3 PC-6 PB-8

PC-7 PB-9

PB-10

PC-9 LB-1

PB-12

REVISION BY DATEREVISION BY DATE

ECHO UES, INC.

CERTIFICATION OF AUTHORIZATION 8184

4803 GEORGE ROAD, SUITE 350

TAMPA, FLORIDA 33634

888.778.ECHO | www.echoues.com

DATE:

PROJECT NUMBER:

OFFICE:

CHECKED:

SHEET OFSCALE:

MICHAEL BAKER

PIE CARGO

TOTPOGRAPHIC AND UTILITY SURVEY

22-004

08/18/2022

02 111"=30'

Feet 0 15 30

K B

U N K B

B E B

STORM MANHOLE

RIM ELEV=9.00'

NE (18" RCP) INV ELEV=3.6'

S (18" RCP) INV ELEV=3.6'

GRATE INLET

RIM ELEV=8.33'

NE (18" RCP) INV ELEV=2.93'

STORM MANHOLE

RIM ELEV=8.42'

N (18" RCP) INV ELEV=2.52'

SW (18" RCP) INV ELEV=2.62'

FOR

DIR

ONLY

REVISION BY DATEREVISION BY DATE

ECHO UES, INC.

CERTIFICATION OF AUTHORIZATION 8184

4803 GEORGE ROAD, SUITE 350

TAMPA, FLORIDA 33634

888.778.ECHO | www.echoues.com

DATE:

PROJECT NUMBER:

OFFICE:

CHECKED:

SHEET OFSCALE:

MICHAEL BAKER

PIE CARGO

TOTPOGRAPHIC AND UTILITY SURVEY

22-004

08/18/2022

03 121"=30'

Feet

B E B

B F O C B

BE(B)

B E B

BE(B)

B E B

BE(B)

B E B

BE(B)

BE(

BE(B)

B E B

BE(B)

B E B

BE(B)

B E B

BE(B)

B E B

BE(B)

B E B

UNK(B)

K( B)

U N K B

UNK(B

K( B)

B F O C B

BFOC(B)

B F O C B

BFOC(B) BFOC(B) BFOC(B) BFOC(B)

BFO

C(B

BFO

C(B

BFO

C(B

BFOC(B)

B F O C B

K( B)

UNK(B

UNK(B)

U N K B

B E B

BE(B)

B E B

U N K B

UNK(B)

BE(B)

B E B

BE(B)

B E B

BE(B)

B E B

BE(B)

B E B

BE(B)

B E B

FOR

DIR

ONLY

FOR

DIR

ONLY

STORM MANHOLE

RIM ELEV=8.26'

NE (18" RCP) INV ELEV=1.79'

SW (15" RCP) INV ELEV=1.86'

S (8" RCP) INV ELEV=2.06'

STORM MANHOLE

RIM ELEV=6.99'

SW (22" RCP) INV ELEV=1.64'

GRATE INLET

RIM ELEV=5.90'

NE (22" RCP) INV ELEV=1.90'

SW (15" RCP) INV ELEV=2.01'

GRATE INLET

RIM ELEV=6.83'

NE (15" RCP) INV ELEV=1.87'

SW (18" PVC) INV ELEV=1.87'

ST-3

EOI

LOS

SIG

LOST

SIGNAL

ILLUMINATED SIGN

"A"

EOI

7.0

GRATE INLET

RIM ELEV=8.33'

NE (18" RCP) INV ELEV=2.93'

STORM MANHOLE

RIM ELEV=8.42'

N (18" RCP) INV ELEV=2.52'

SW (18" RCP) INV ELEV=2.62'

REVISION BY DATEREVISION BY DATE

ECHO UES, INC.

CERTIFICATION OF AUTHORIZATION 8184

4803 GEORGE ROAD, SUITE 350

TAMPA, FLORIDA 33634

888.778.ECHO | www.echoues.com

DATE:

PROJECT NUMBER:

OFFICE:

CHECKED:

SHEET OFSCALE:

MICHAEL BAKER

PIE CARGO

TOTPOGRAPHIC AND UTILITY SURVEY

22-004

08/18/2022

04 121"=30'

Feet

BE(B)BE(B)

E B

B E B

U N K B

UNK(B)

U N K B

BE(B)BE(B)BE(B)

BE(B)

BE(

BE(B)

AIR RELEASE VALVE MANHOLE

RIM ELEV=9.24'

GRATE INLET

RIM ELEV=7.34'

N (24" RCP) INV ELEV=2.24'

E (24" RCP) INV ELEV=2.80'

GRATE INLET

RIM ELEV=7.33'

E (24" RCP) INV ELEV=3.25'

W (24" RCP) INV ELEV=3.20'

EOI

DRIP-3 TB-14

DRIP-1 TB-12

STORM MANHOLE

RIM ELEV=9.55'

W (36" RCP) INV ELEV=2.85'

E (29"x45" ERCP) INV ELEV=3.05'

STORM MANHOLE

RIM ELEV=8.97'

W (36" RCP) INV ELEV=2.77'

E (36" RCP) INV ELEV=2.77'STORM MANHOLE

RIM ELEV=9.62'

E (36" RCP) INV ELEV=2.52'

REVISION BY DATEREVISION BY DATE

ECHO UES, INC.

CERTIFICATION OF AUTHORIZATION 8184

4803 GEORGE ROAD, SUITE 350

TAMPA, FLORIDA 33634

888.778.ECHO | www.echoues.com

DATE:

PROJECT NUMBER:

OFFICE:

CHECKED:

SHEET OFSCALE:

MICHAEL BAKER

PIE CARGO

TOTPOGRAPHIC AND UTILITY SURVEY

22-004

08/18/2022

05 121"=30'

Feet

BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)

BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)

BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)

BE(B)

B E B

BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)

BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)

BE(B)BE(B)

BE(B)

B E B

BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)

BE(B)

B E B

BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)

BE(B)

B E B

BE(B)BE(B)

BE(B)

B E B

BE(B)BE(B)BE(B)

B E B

U N K B

BE(B)

BE(B) BE(B) BE(B) BE(B) BE(B) BE(B) BE(

BE(B)

B E B

BE(B)

BE(B) BE(B) BE(B) BE(B) BE(B) BE(B) BE(B) B

E B

BE(B) BE(B) BE(B) BE(B) BE(B) BE(B)

BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)

BE(B)

B E B

BE(B)

B E B

BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)

STORM MANHOLE

RIM ELEV=8.85'

E (29"x45" ERCP) INV ELEV=2.91' W (29"x45" ERCP) INV ELEV=2.92'

GRATE INLET

RIM ELEV=7.01'

E (29"x45" ERCP) INV ELEV=3.16' W (29"x45" ERCP) INV ELEV=3.14'

GRATE INLET

RIM ELEV=7.27'

W (29"x45" ERCP) INV ELEV=3.72'

CONFLICT STORM MANHOLE

RIM ELEV=7.45'

N/S 18" RCP TOP ELEV=5.75'

E (29"x45" ERCP) INV ELEV=3.62' *W (29"x45" ERCP) INV ELEV=UNK

*INVERT BLOCKED BY N/S PIPE

GRATE INLET

RIM ELEV=7.22'

N (18" RCP) INV ELEV=4.08'

S (18" RCP) INV ELEV=4.12'

GRATE INLET

RIM ELEV=7.80'

S (18" RCP) INV ELEV=4.05'

E (18" RCP) INV ELEV=3.78'

W (18" RCP) INV ELEV=3.81'

GRATE INLET

RIM ELEV=7.26'

S (15" RCP) INV ELEV=4.41'

W (18" RCP) INV ELEV=4.41'

GRATE INLET

RIM ELEV=7.24'

N (15" RCP) INV ELEV=4.68'

EOI

ILLUMINATED SIGN

"T/B"

RC-1

RC-2

TB-1

EOI

DCP-4

TB-2

TB-3

DRIP-2 TB-13

RC-3

DCP-5 TB-4

DCP-6

TB-5

RC-4

REVISION BY DATEREVISION BY DATE

ECHO UES, INC.

CERTIFICATION OF AUTHORIZATION 8184

4803 GEORGE ROAD, SUITE 350

TAMPA, FLORIDA 33634

888.778.ECHO | www.echoues.com

DATE:

PROJECT NUMBER:

OFFICE:

CHECKED:

SHEET OFSCALE:

MICHAEL BAKER

PIE CARGO

TOTPOGRAPHIC AND UTILITY SURVEY

22-004

08/18/2022

06 121"=30'

Feet

BE(B)

B E B

BE(B)

BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)

BE(B)

BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)

BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)

BE(B)

BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)

B E B

BE(B)

BE(B

BE(B)

BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)

BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)

BE(B)

BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)

BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)

BE(B)

BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)

BE(B)BE(B)BE(B)BE(B)

BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)

BE(B)

B E B

BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)

UNK(B) UNK(B) UNK(B)

BE(B)

UNK(B)

K( B)

U N K B

UNK(B)

K( B)

GRATE INLET

RIM ELEV=7.26'

S (15" RCP) INV ELEV=4.41'

W (18" RCP) INV ELEV=4.41'

GRATE INLET

RIM ELEV=7.24'

N (15" RCP) INV ELEV=4.68'

GRATE INLET

RIM ELEV=7.25'

E (18" RCP) INV ELEV=3.01'

GRATE INLET

RIM ELEV=7.09'

S (18" RCP) INV ELEV=2.45'

E (18" RCP) INV ELEV=2.60'

W (18" RCP) INV ELEV=2.57'

GRATE INLET

RIM ELEV=7.23'

N (18" RCP) INV ELEV=2.76'

S (18" RCP) INV ELEV=2.85'

BELOW GROUND VAULT

RIM ELEV=5.75'

*UNABLE TO OPEN

GRATE INLET

RIM ELEV=6.90'

NE (18" RCP) INV ELEV=2.41'

E (18" RCP) INV ELEV=2.42'

W (18" RCP) INV ELEV=2.33'

GRATE INLET

RIM ELEV=6.33'

N (18" RCP) INV ELEV=2.80'

SW (18" RCP) INV ELEV=2.91'

LOST

SIGNAL

LOST

SIGNALLOST

SIGNAL

ILLUMINATED SIGN

BROKEN

RC-6

RC-7

TB-4

DCP-6

TB-5

RC-4

TB-6

DCP-7

TB-7

RC-5

TB-8

DCP-8

DOUBLE GRATE INLET

N RIM ELEV=6.02'

S RIM ELEV=6.02'

BOTTOM ELEV=~1.52'

*FILLED WITH WATER

*NO PIPES FOUND

REVISION BY DATEREVISION BY DATE

ECHO UES, INC.

CERTIFICATION OF AUTHORIZATION 8184

4803 GEORGE ROAD, SUITE 350

TAMPA, FLORIDA 33634

888.778.ECHO | www.echoues.com

DATE:

PROJECT NUMBER:

OFFICE:

CHECKED:

SHEET OFSCALE:

MICHAEL BAKER

PIE CARGO

TOTPOGRAPHIC AND UTILITY SURVEY

22-004

08/18/2022

07 121"=30'

Feet

B E B

BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)

BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)

BE(B)

BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)

BE(B)BE(

BE(

BE(B)

B E B

BE(

BE(B)

BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)

B E B

BE(B)

BE(B

BE(B)

B F O C B

BFOC(B)

B F O C B

BFOC(B)

B F O C B

B E B

BE(B)

B E B

BE(B

BE(B)

B E B

BE(B

BE(B)

B E B

BE(B)

B E B

BE(

BE(B)

BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)

BE(B)

B E B

BE(B)

B E B

BE(B)

B E B

BE(B)

B E B

BE(B)

B E B

BE(B)

B E B

BE(B)

BE(B)BE(

BE(

U N K B

B E B

BE(B)

B E B

BE(B)

BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)

U N K B )U N K B

U N K B

UNK(B)

BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)

UNK(B)

UNK(B

BE(B)

B E B

BE(B)

B E B

BE(B)

B E B

BE(B)

B E B

BE(B)

BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)

BE(B

)BE(B)BE(B)BE(B)BE(B)

BE(B)

BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)

BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)

BE(B)

BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)

BE(B)

B E B

BE(B)

BE(B)BE(B)BE(B)BE(B)BE(B)

BE(B)

BE(B)BE(B)BE(B)

BE(B)BE(B)BE(B)BE(B)BE(B)BE(B)

BE(B)BE(B)BE(B)BE(B)BE(B)

UNK(B) UNK(B) UNK(B) UNK(B)

B E B

BE(B)

FOR

DIR

ONLY

FOR

DIR

ONLY

GRATE INLET

RIM ELEV=6.90'

NE (18" RCP) INV ELEV=2.41'

E (18" RCP) INV ELEV=2.42'

W (18" RCP) INV ELEV=2.33'

GRATE INLET

RIM ELEV=6.33'

N (18" RCP) INV ELEV=2.80'

SW (18" RCP) INV ELEV=2.91'

STORM MANHOLE

RIM ELEV=7.47'

N (18" RCP) INV ELEV=1.37'

W (18" RCP) INV ELEV=1.51'

E (24" RCP) INV ELEV=1.46'

SW (18" RCP) INV ELEV=1.28'

STORM MANHOLE

RIM ELEV=7.55'

NW (12" RCP) INV ELEV=1.80'

E (24" RCP) INV ELEV=1.21'

W (24" RCP) INV ELEV=1.26'

FOR

DIR

ONLY

GRATE INLET

RIM ELEV=6.11'

NW (12" RCP) INV ELEV=1.80'

SE (12" RCP) INV ELEV=1.21'

GRATE INLET

RIM ELEV=6.55'

N (8" RCP) INV ELEV=3.70'

S (8" RCP) INV ELEV=2.80'

SW (18" RCP) INV ELEV=1.21'

STORM MANHOLE

RIM ELEV=7.87'

NW (18" RCP) INV ELEV=2.67'

NE (18" RCP) INV ELEV=2.40'

EOI

LOST

SIGNAL

LOST

SIGNAL

ILLUMINATED SIGN

"A/T"

"A/H"

BROKEN

DCP-9

RC-6

RC-7

RC-8

RC-9

RC-10

RC-11

RC-12

RC-13

RC-14

RC-15

RC-16

RC-17

TB-10

TB-11

TB-8

DCP-8 TB-9

GRATE INLET

RIM ELEV=4.76'

SE (12" RCP) INV ELEV=2.54'

7.0

6.0

STORM MANHOLE

RIM ELEV=7.75'

N (18" RCP) INV ELEV=2.25'

S (18" RCP) INV ELEV=2.25'

STORM MANHOLE

RIM ELEV=8.42'

NE (18" RCP) INV ELEV=2.22'

SE (18" RCP) INV ELEV=2.32'

S (18" RCP) INV ELEV=2.22'

DOUBLE GRATE INLET

N RIM ELEV=6.65'

S RIM ELEV=6.59'

BOTTOM ELEV=~1.60'

*FILLED WITH WATER

*NO PIPES FOUND

REVISION BY DATEREVISION BY DATE

ECHO UES, INC.

CERTIFICATION OF AUTHORIZATION 8184

4803 GEORGE ROAD, SUITE 350

TAMPA, FLORIDA 33634

888.778.ECHO | www.echoues.com

DATE:

PROJECT NUMBER:

OFFICE:

CHECKED:

SHEET OFSCALE:

MICHAEL BAKER

PIE CARGO

TOTPOGRAPHIC AND UTILITY SURVEY

22-004

08/18/2022

08 121"=30'

Feet

=4 .57

=1 .41

=0 .23

=0 .83

=4 .75

=6 .10

=1 .62

=0 .48

=2 .20

=4 .95

STORM MANHOLE

RIM ELEV=7.00'

N (30" RCP) INV ELEV=1.90'

S (30" RCP) INV ELEV=1.90'

STORM MANHOLE

RIM ELEV=6.22'

N (30" RCP) INV ELEV=1.72'

S (30" RCP) INV ELEV=1.72'

OUTFALL AT WING WALL

30" RCP INV ELEV=1.15'

54" RCP INV ELEV=-0.87'

54" RCP INV ELEV=-0.89'

WATER ELEV=1.98'

10:10 AM 4/26/2022

APPROXIMATE LOCATION

OFBURIED VAULT

REVISION BY DATEREVISION BY DATE

ECHO UES, INC.

CERTIFICATION OF AUTHORIZATION 8184

4803 GEORGE ROAD, SUITE 350

TAMPA, FLORIDA 33634

888.778.ECHO | www.echoues.com

DATE:

PROJECT NUMBER:

OFFICE:

CHECKED:

SHEET OFSCALE:

MICHAEL BAKER

PIE CARGO

TOTPOGRAPHIC AND UTILITY SURVEY

22-004

08/18/2022

09 121"=30'

Feet

B E B

BE(B)

B E B

U N K B

ILLUMINATED SIGN

"B"

LEASE POINT

FOUND 1/2" IRC "LB 7863"

N=1300642.69 E=431985.42

REVISION BY DATEREVISION BY DATE

ECHO UES, INC.

CERTIFICATION OF AUTHORIZATION 8184

4803 GEORGE ROAD, SUITE 350

TAMPA, FLORIDA 33634

888.778.ECHO | www.echoues.com

DATE:

PROJECT NUMBER:

OFFICE:

CHECKED:

SHEET OFSCALE:

MICHAEL BAKER

PIE CARGO

TOTPOGRAPHIC AND UTILITY SURVEY

22-004

08/18/2022

010 121"=30'

Feet

BE(B)

B E B

BE(B)

B E B

BE(B)

W(B)

W B

W(B)

K( B)

UNK(B)

K( B)

UNK(B)

K( B)

S (18" RCP) INV ELEV=3.14'

4" DIAMETER

6" DIAMETER

GRATE INLET

RIM ELEV=7.16'

NE (18" RCP) INV ELEV=3.86'

GRATE INLET

RIM ELEV=6.89'

NW (18" RCP) INV ELEV=3.89'

GRATE INLET

RIM ELEV=6.83'

SE (18" RCP) INV ELEV=3.23'

GRATE INLET

RIM ELEV=6.70'

SE (18" RCP) INV ELEV=3.90'

GRATE INLET

RIM ELEV=6.67'

NW (18" RCP) INV ELEV=3.52'

NE (18" RCP) INV ELEV=3.52'

SW (18" RCP) INV ELEV=3.52'

SE (18" RCP) INV ELEV=4.07'

REVISION BY DATEREVISION BY DATE

ECHO UES, INC.

CERTIFICATION OF AUTHORIZATION 8184

4803 GEORGE ROAD, SUITE 350

TAMPA, FLORIDA 33634

888.778.ECHO | www.echoues.com

DATE:

PROJECT NUMBER:

OFFICE:

CHECKED:

SHEET OFSCALE:

MICHAEL BAKER

PIE CARGO

TOTPOGRAPHIC AND UTILITY SURVEY

22-004

08/18/2022

11 121"=30'

Feet

B E B

BE(B)

B E B

BE(B)

BE(B) BE(B) BE(B)

B E B

BE(B)

BE(B

BE(B)

BE(B) BE(B)

B E B

BE(B)

B E B

BE(B)

BE(B

BE(B)

BE(B) BE(B)

B E B

BE(B)

B E B

BE(B)

B E B

B F O C B

B E B

BE(B)

B E B

BE(B)

B E B

BE(B)

BE(B)BE(B)BE(B)BE(B)

B E B

BE(B)

BE(B)BE(B)

BE(B)

B E B

BE(B)

BE(

BE(B)BE(B)

BE(B)

FOR

DIR

ONLY

GRATE INLET

RIM ELEV=6.33'

N (18" RCP) INV ELEV=2.80'

SW (18" RCP) INV ELEV=2.91'

GRATE INLET

RIM ELEV=6.13'

S (18" RCP) INV ELEV=3.14'

STORM MANHOLE

RIM ELEV=6.05'

N (8" CMP) INV ELEV=1.55'

S (18" RCP) INV ELEV=1.42'

EOI

ILLUMINATED SIGN

"A/H"

ILLUMINATED SIGN

"H"

RC-13

GRATE INLET

RIM ELEV=4.76'

SE (12" RCP) INV ELEV=2.54'

6.0

LEASE POINT

FOUND 1/2" IRC "LB 7863"

N=1300669.29 E=433045.61

REVISION BY DATEREVISION BY DATE

ECHO UES, INC.

CERTIFICATION OF AUTHORIZATION 8184

4803 GEORGE ROAD, SUITE 350

TAMPA, FLORIDA 33634

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DATE:

PROJECT NUMBER:

OFFICE:

CHECKED:

SHEET OFSCALE:

MICHAEL BAKER

PIE CARGO

TOTPOGRAPHIC AND UTILITY SURVEY

22-004

08/18/2022

12 121"=30'

Feet

SURVRD_22-004-OVERALL

SURVRD_22-004-OVERALL (2)

SURVRD_22-004-OVERALL (3)

SURVRD_22-004-OVERALL (4)

SURVRD_22-004-OVERALL (5)

SURVRD_22-004-OVERALL (6)

SURVRD_22-004-OVERALL (7)

SURVRD_22-004-OVERALL (8)

SURVRD_22-004-OVERALL (9)

SURVRD_22-004-OVERALL (10)

SURVRD_22-004-OVERALL (11)

SURVRD_22-004-OVERALL (12)

	2022-08-19T10:28:25-0400
Thomas Young

File details come from the government source that posted it. Updated Jun 27, 2025.