PIE_PAVE_STRAWBERRY_LOT_DRAWINGS_10-17-23.pdf

X:

\4

\2

0.

\T

EC

H \C

AD

\D

R

AW

IN

G

S\

SH

EE

TS

\G -0

C

O

VE

R S

H

EE

T.

D

W G

/1

6/

:5 5:

P

M

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

Mead and Hunt, Inc.

© Copyright 2022 Mead & Hunt, Inc.

This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.

2203 North Lois Avenue, Suite 225

Tampa, FL 33607 phone: 813-210-8740 meadhunt.com

VICINITY MAP

LOCATION MAP

PINELLAS COUNTY

PROJECT

LOCATION

PROJECT

LOCATION 1

ST. PETE-CLEARWATER INTERNATIONAL AIRPORT

PAVE STRAWBERRY LOT

15295 FAIRCHILD DRIVE

CLEARWATER, FL 33762

4625000-221000.01

OCTOBER 27, 2023

BID DOCUMENTS

PROJECT

LOCATION 2

LEGAL DESCRIPTION

AIRPORT SUB (UNRECORDED) (ST. PETE-CLWTR AIRPORT) UPLAND & SUBMLANDS IN SEC'S 21, 22, 27, 28, 33, 34, &35/29/16 & IN SEC'S 2, 3 & 4/30/16 LESS LEASED PARCELS & LESS U.S.C.G.

PARCELS & LESS LANDING OF CLEARWATER CONDO & LESS RD'S & LESS THOSE PARTS DESC

IN O.R. 19436/1883 & O.R. 19436/1889

SECTION 33, TOWNSHIP 29 SOUTH, RANGE 16 EAST

COVER SHEET

G-001

RAD

ACC

DES

OCTOBER 27, 2023

4625000-221000.01

BID DOCUMENTS

ST

. P

ET

E

C

LE

AR

W

AT

ER

IN

TE

R N

AT

IO

N

AL

A

IR

PO

R

T (P

IE

PA

VE

S

TR

AW

BE

R R

Y

LO

T

FA

IR

C H

IL

D

D R

IV

E

C

LE

AR

W

AT

ER

, F L

PARCEL ID 342916001100000000

PERMIT NO'S

STP-23-00002 STRAWBERRY LOT

STP-23-00034 FUTURE EMPLOYEE LOT

PROJECT 1 LOCATION - PAVE STRAWBERRY LOT: 15295 FAIRCHILD DRIVE CLEARWATER, FL 33762 PROJECT 2 LOCATION - PAVE FUTURE EMPLOYEE LOT: 14199 46TH STREET N CLEARWATER, FL 33762

\2

0.

\T

EC

H \C

AD

\D

R

AW

IN

G

S\

SH

EE

TS

\G -0

S

H

EE

T

IN

D

EX

S

U M

M

AR

Y O

F Q

U

AN

TI

TI

ES

.D

W G

/1

6/

:5 5:

P

M

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

Mead and Hunt, Inc.

© Copyright 2022 Mead & Hunt, Inc.

This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.

2203 North Lois Avenue, Suite 225

Tampa, FL 33607 phone: 813-210-8740 meadhunt.com

SHEET INDEX &

SUMMARY OF

QUANTITIES

G-002

RAD

ACC

DES

OCTOBER 27, 2023

4625000-221000.01

BID DOCUMENTS

ST

. P

ET

E

C

LE

AR

W

AT

ER

IN

TE

R N

AT

IO

N

AL

A

IR

PO

R

T (P

IE

PA

VE

S

TR

AW

BE

R R

Y

LO

T

FA

IR

C H

IL

D

D R

IV

E

C

LE

AR

W

AT

ER

, F L

SUMMARY OF QUANTITIES

ITEM NO. ITEM DESCRIPTION UNIT QUANTITY

BASE BID- PAVE STRAWBERRY LOT

101-1 MOBILIZATION, CLEANUP, AND DEMOBILIZATION LS 1

101-2 SURVEY, STAKING, AND LAYOUT LS 1

101-3 MATERIALS AND LABORATORY TESTING LS 1

102-1 MAINTENANCE OF TRAFFIC LS 1

104-1 INSTALLATION AND REMOVAL OF SILT FENCE, TYPE B LF 2,500

104-2 FLOATING TURBIDITY BARRIER LF 450

104-3 INLET PROTECTION EA 7

110-1 CLEARING AND GRUBBING AC 7.6

327-1 ASPHALT MILLINGS REMOVAL SY 26,500

327-2 ASPHALT PAVEMENT DEMOLITION SY 570

110-1

MISCELLANEOUS DEMOLITION (CONCRETE, RIP-RAP, FENCE, DRAINAGE PIPE &

STRUCTURES) LS 1

110-2 REMOVE AND STOCKPILE EXISTING WHEEL STOP EA 777

120-1 UNCLASSIFIED EXCAVATION (PLACED ON SITE) CY 11,500

120-2 UNCLASSIFIED EXCAVATION (HAULED TO AIRPORT STOCKPILE AREA OR OFFSITE) CY 11,000

160-1 STABILIZED SUBBASE / SUBGRADE PREPARATION SY 45,600

285-1 OPTIONAL BASE GROUP 04 (6" LIMEROCK OR EQUIVALENT) SY 22,800

285-2 PLACE AND COMPACT AIRPORT PROVIDED LIMEROCK BASE COURSE SY 22,800

334-1 2" FDOT SUPERPAVE ASPHALT PAVEMENT TONS 5,100

334-2 BITUMINOUS PRIME COAT GAL 6,800

350-1 6" CONCRETE PAVEMENT (DRIVEWAYS, ISLANDS, PADS) SY 260

350-2 6" CONCRETE SIDEWALK PAVEMENT SY 50

425-1 14"X23" MITERED END SECTION EA 6

425-3 RAISE EXISTING DRAINAGE MANHOLE EA 1

425-4 COVERT EXISTING DRAINAGE INLET TO DRAINAGE MANHOLE EA 1

425-5 MODIFY EXISTING DRAINAGE CONTROL STRUCTURE EA 1

430-1 14"X23" ELLIPTICAL REINFORCED CONCRETE PIPE LF 232

524-1 CONCRETE RIP RAP SY 725

570-1 SODDING SY 15,000

700-1 STOP SIGN (SIGN TYPE A- R1-1) 30"X30" AND POST EA 2

700-2

ADA PARKING SIGN ASSEMBLY (SIGN TYPE C- FTP-21-06 & FTP-2206) AND POSTS (4

TOTAL PANELS PER SIGN LOCATION) EA 12

700-3 NO PARKING SIGNS (SIGN TYPE B & F) 12"X18" AND POST EA 17

700-4 DO NOT ENTER (SIGN TYPE D - R5-1) 30"X30" AND POST EA 3

700-5 NO RIGHT TURN (SIGN TYPE E- R3-1) 24"X24" AND POST EA 1

700-6 EXIT SIGNS ( SIGN TYPE G, H, & I- 18"X24") PANEL ONLY EA 27

700-7 SHUTTLE BUS ENTRANCE/EXIT ONLY (SIGN TYPE J1 & J2) PANEL ONLY EA 3

700-8 SHUTTLE PICK-UP (SIGN TYPES K & L - 2'X2') PANEL ONLY EA 13

700-9 SHUTTLE PICK UP AT SHELTERS ONLY (SIGN TYPE M- 48"X36") INCLUDING 2 POSTS EA 1

700-10

PARKING LOT ROW NUMBERING SIGNS (SIGN TYPE N - 24" DIAMETER) INCLUDING

POSTS (2 PANELS PER SIGN LOCATION) EA 37

700-11 SPECIAL DIRECTIONAL SIGN (SIGN TYPE O & P- 120"X96") INCLUDING 4 POSTS EA 2

700-12 DAILY RATE SIGN ASSEMBLY (SIGN TYPE Q- 72" X 66" TOTAL) INCLUDING 2 POSTS EA 1

710-1 PAVEMENT MARKINGS SF 25,000

704-1 TUBULAR TRAFFIC DELINEATOR EA 15

705-1 TRAFFIC BOLLARDS EA 32

107316-1

29' X 73' PRE-ENGINEERED TICKETING PLAZA CANOPY, COMPLETE AND IN-PLACE

INCLUDING LIGHTING, FOUNDATIONS, SIGNAGE, COMPLETION OF

STAMPED-PERMITTED DRAWINGS AND ALL ASSOCIATED WORK.

LS 1

107343-1

SHUTTLE BUS SHELTER INCLUDING CONCRETE PAD, STRUCTURE, MOUNTING,

COMPLETION OF STAMPED-PERMITTED DRAWINGS AND ALL ASSOCIATED WORK-

COMPLETE IN PLACE

EA 4

107343-2

PRE-ENGINEERED TOLL BOOTH INCLUDING RESTROOM, PLUMBING, ELECTRICAL,

MECHANICAL SYSTEMS, COMPLETION OF STAMPED-PERMITTED DRAWINGS , AND ALL

ASSOCIATED WORK

LS 1

260500-1

ELECTRICAL DISTRIBUTION SYSTEM INCLUDING SERVICE FROM EXISTING

TRANSFORMER TO METER, PANEL AND RACK, SERVICE TO NEW LIGHT POLES,

SERVICE TO NEW CAMERAS, EMERGENCY CALL BOXES, TOLL PLAZA, TOLL BOOTH,

AND BUS ENTRANCE/EXIT LANE EQUIPMENT INCLUDING ALL ASSOCIATED CABLE,

ELECTRICAL AND COMMUNICATION CONDUIT, AND CONNECTIONS

LS 1

265600-1

20' TALL ALUMINUM LIGHT POLE AND FIXTURE (1 OR 2 FIXTURES PER POLE)

INSTALLED ON NEW CONCRETE BASE INCLUDING ALL WIRING, CONNECTIONS, AND

ASSOCIATED WORK

EA 32

265600-2 NEW HANDHOLE FOR FUTURE LIGHT POLE EA 7

271000-1 12 COUNT BLUE ARMOURED OM3 MULTIMODE FIBER INSTALLED IN NEW OR EXISTING

DUCT/INTERDUCT LF 3,000

323119-1 NEW 5' HIGH ORNAMENTAL FENCE (FENCE TYPE 3) LF 1,015

323119-2 NEW 5' WIDE ORNAMENTAL MAN GATE EA 1

323119-3 NEW 16' MANUAL ORNAMENTAL CANTILEVER SLIDE GATE (1-16' LEAF) EA 1

329000-1 LANDSCAPING LS 1

331400-1 NEW 3/4" PVC WATERLINE INSTALLED IN TRENCH INCLUDING ALL FITTINGS, BENDS, AND ASSOCIATED WORK LF 1,200

331400-2 NEW 3/4" PVC WATERLINE INSTALLED VIA DIRECTIONAL BORING LF 75

331400-3 CONNECT NEW 3/4" WATERLINE TO EXISTING 8" WATERLINE INCLUDING ALL VALVES, BOXES, AND ASSOCIATED APPURTENANCES LS 1

333000-1 NEW 6" SANITARY SEWER GRAVITY LINE INCLUDING ALL CLEANOUTS, FITTINGS,

BENDS, VALVES, AND ASSOCIATED WORK. LF 80

333000-2 CONNECT NEW SANITARY SEWER LINE TO EXISTING MANHOLE INCLUDING NEW

INTERIOR DROP CONNECTION EA 1

333000-3 RAISE TOP OF EXISTING SANITARY SEWER AIR RELEASE VALVE MANHOLE EA 1

F-162-1 NEW 8' HIGH CHAIN LINK FENCE WITH 3 STRANDS OF BARBED WIRE (FENCE TYPE 1) LF 1,020

F-162-2 NEW BARRICADE FENCE INSTALLED ON ASPHALT (FENCE TYPE 2) LF 450

9990000-1

UNSPECIFIED WORK ITEM NO 1.

SECURITY EQUIPMENT, INSTALLATION AND INTEGRATION:

UNSPECIFIED WORK FOR THE PURCHASE, DELIVERY AND INSTALLATION OF TWO

NEW NETWORK SWITCHES; TWO NEW TRANSCEIVER MODULES; ALL PATCH CABLES;

REQUIRED SURGE PROTECTORS; REQUIRED ENCLOSURES; TWO MULTILENS

CAMERAS; FOUR H5SL CAMERAS; SIX CAMERA MOUNTS; REQUIRED CAMERA

COVERS; ADAPTERS AND ARMS; TWO CONTROLLERS; TWO PROXIMITY/KEYPAD CARD

READERS READERS; TWO PEDESTALS; TWO CARD READER HOUSINGS; ALL

REQUIRED FIBER AND ETHERNET CABLING; SIX CAMERA LICENSES; FOUR EMERGECY

CALL BOXES; ALL INSTALLATION; PROGRAMMING AND MISCELLANEOUS EQUIPMENT

AND MATERIALS. ALL SECURITY ITEMS ARE REQUIRED TO BE COMPATIBLE WITH THE

AIRPORTS SECURITY SYSTEM AND MUST BE INTEGRATED BY THE AIRPORTS

SECURITY VENDOR.

AL 1

9990000-2

UNSPECIFIED WORK ITEM NO 2.

JUPITER PARKING EQUIPMENT, INSTALLATION AND INTEGRATION:

UNSPECIFIED WORK FOR THE MAIN ENTRANCE/EXIT PLAZA AND SHUTTLE BUS

ENTRANCE/EXIT EQUIPMENT INCLUDING:

MAIN ENTRANCE, PURCHASE, DELIVERY, AND INSTALLATION OF TWO JUPITER EXIT

STATIONS AND ALL RELATED COMPONENTS; ONE MAGNETIC BARRIER GATE ARM;

TWO LED SIGNS AND POSTS; TWO IN-PAVEMENT DETECTOR LOOPS. MAIN EXIT,

PURCHASE, DELIVERY, AND INSTALLATION OF TWO JUPITER ENTRY STATIONS AND

ALL RELATED COMPONENTS; CASHIER STATION AND ALL RELATED COMPONENTS;

ONE MAGNETIC BARRIER GATE ARM; THREE RELAYS AND SOCKETS; ONE JBL

CONTROLLER; ONE WIRELESS BRIDGE; ONE 8 PORT SWITCH; TWO IN-PAVEMENT

DETECTOR LOOPS. SHUTTLE ENTRANCE, PURCHASE, DELIVERY, AND INSTALLATION

OF; ONE LANE CONTROLLER; ONE AVI READER, MOUNTING BRACKET AND

CONVERTER; ONE AVI MOUNTING POLE; ONE WIRELESS BRIDGE; ONE 8 PORT

SWITCH. SHUTTLE EXIT, PURCHASE, DELIVERY, AND INSTALLATION OF; ONE LANE

CONTROLLER; ONE AVI READER, MOUNTING BRACKET AND CONVERTER; ONE AVI

MOUNTING POLE; ONE MAGNETIC BARRIER GATE ARMONE WIRELESS BRIDGE; ONE 8

PORT SWITCH; TWO IN-PAVEMENT DETECTOR LOOPS. PURCHASE, DELIVERY AND

INSTALLATION OF ALL REQUIRED MISC. PARTS AND HARDWARE; ANNUAL LICENSING

AND ANNUAL FEES. ALL PARKING EQUIPMENT ITEMS ARE REQUIRED TO BE

COMPATIBLE WITH THE AIRPORTS EXISTING PARKING SYSTEM AND MUST BE

INTEGRATED BY THE AIRPORTS PARKING VENDOR.

AL 1

9990000-3

UNSPECIFIED WORK ITEM NO 3.

MAIN FIBER FEED CONNECTIONS & EQUIPMENT:

UNSPECIFIED WORK FOR INSTALLATION OF EQUIPMENT AND TERMINATIONS IN THE

ENTRY/EXIT ATTENDANT BOOTH AND TERMINAL BUILDING (MDF) INCLUDING THE

PURCHASE, DELIVERY, AND INSTALLATION OF ONE NEW COMMUNICATIONS

ENCLOSURE; REQUIRED CONVERTERS; ONE NEW TRIPPLITE; ONE NEW UPS AND

REQUIRED LIU'S; CONNECTORS, ETC.; INCLUDING FIBEROPTIC CONNECTIONS AND

ETHERNET CONVERSIONS REQUIRED IN THE TOLL BOOTH FOR BOTH THE PARKING

SYSTEM EQUIPMENT AND SECURITY EQUIPMENT AND FIBEROPTIC CONNECTIONS

AND ETHERNET CONVERSIONS AT THE HEAD END SYSTEM IN TERMINAL BUILDING

(MDF) FOR BOTH PARKING SYSTEM EQUIPMENT AND SECURITY EQUIPMENT

AL 1

9990000-4

UNSPECIFIED WORK ITEM NO 4.

UNSPECIFIED WORK FOR REIMBURSABLE COSTS ASSOCIATED WITH PINELLAS

COUNTY WATER AND CITY OF LARGO SEWER PERMITTING AND IMPACT FEES

AL 1

9990000-5

UNSPECIFIED WORK ITEM NO 5.

UNSPECIFIED WORK FOR REIMBURSABLE COSTS ASSOCIATED WITH DUKE ENERGY

PROVIDED WORK

AL 1

9990000-6

UNSPECIFIED WORK ITEM NO 6.

UNSPECIFIED WORK FOR UNFORESEEN CIRCUMSTANCES FOR THE STRAWBERRY

PARKING LOT

AL 1

9990000-8 UNSPECIFIED WORK ITEM NO 8.

UNSPECIFIED WORK FOR TEMPORARY PARKING LOT LIGHTING AL 1

ADDITIVE ALTERNATE 1- PAVE FUTURE EMPLOYEE LOT

101-1 MOBILIZATION, CLEANUP, AND DEMOBILIZATION LS 1

101-2 SURVEY, STAKING, AND LAYOUT LS 1

101-3 MATERIALS AND LABORATORY TESTING LS 1

102-1 MAINTENANCE OF TRAFFIC LS 1

104-1 INSTALLATION AND REMOVAL OF SILT FENCE, TYPE B LF 2,250

110-1 MISCELLANEOUS DEMOLITION (BUS SHELTER, STRUCTURES) LS 1

110-2 REMOVE AND STOCKPILE EXISTING WHEEL STOP EA 460

120-2 UNCLASSIFIED EXCAVATION CY 750

283-1 IN-PLACE RECYCLING OF EXISTING ASPHALT MILLINGS AND SUBGRADE- INCLUDES

REWORKING OF MATERIAL AND GRADE ADJUSTMENTS SY 15,500

327-1 ASPHALT MILLINGS REMOVAL SY 2,250

334-1 2" FDOT SUPERPAVE ASPHALT PAVEMENT TONS 1,750

334-2 BITUMINOUS PRIME COAT GAL 2,500

425-6 MODIFY EXISTING DRAINAGE CONTROL STRUCTURE EA 1

570-2 SODDING SY 6,000

700-1

ADA PARKING SIGN ASSEMBLY (FTP-21-06 & FTP-2206) AND POSTS (2 TOTAL PANELS

PER SIGN LOCATION) EA 9

710-1 PAVEMENT MARKINGS SF 8,000

705-1 TRAFFIC BOLLARDS EA 4

107343-1

SHUTTLE BUS SHELTER INCLUDING CONCRETE PAD, STRUCTURE, MOUNTING,

COMPLETION OF STAMPED-PERMITTED DRAWINGS AND ALL ASSOCIATED WORK-

COMPLETE IN PLACE

EA 1

329000-1 LANDSCAPING LS 1

F-162-3 REMOVE AND REPLACE EXISTING FENCE USING EXISTING FABRIC LF 250

9990000-7

UNSPECIFIED WORK ITEM NO. 7

UNSPECIFIED WORK FOR UNFORESEEN CIRCUMSTANCES FOR THE OVERFLOW

PARKING LOT

AL 1

SHEET LIST

SHEET # SHEET TITLE

GENERAL

G-001 COVER SHEET

G-002 SHEET INDEX & SUMMARY OF QUANTITIES

G-003 LEGEND & ABBREVIATIONS

G-021 PROJECT LAYOUT PLAN

G-071 GENERAL NOTES - SHEET 1

G-072 GENERAL NOTES - SHEET 2

G-081 CONSTRUCTION OPERATIONS & SAFETY PHASING PLAN

G-082 FAIRCHILD DRIVE MAINTENANCE OF TRAFFIC PLAN

G-083 FUTURE EMPLOYEE LOT MAINTENANCE OF TRAFFIC PLAN

CIVIL SHEETS: STRAWBERRY LOT

C-101 EXISTING CONDITIONS

C-102 SOIL BORING LOGS

C-111 EROSION CONTROL PLAN

C-121 DEMOLITION PLAN

C-131 SITE PLAN

C-132 ENLARGED VIEW ENTRY-EXIT PLAZA

C-133 SHUTTLE BUS ENTRANCE ENLARGED VIEW

C-134 SHUTTLE BUS EXIT ENLARGED VIEW

C-135 TYPICAL SECTIONS - SHEET 1

C-136 TYPICAL SECTIONS - SHEET 2

C-141 GRADING & DRAINAGE PLAN

C-151 SWALE PLAN AND PROFILE - SHEET 1

C-152 SWALE PLAN AND PROFILE - SHEET 2

C-153 SWALE PLAN AND PROFILE - SHEET 3

C-154 SWALE PLAN AND PROFILE - SHEET 4

C-161 MARKING PLAN

C-162 SIGNAGE PLAN

C-171 SITE UTILITY PLAN

C-172 SITE UTILITY PLAN - COMMUNICATIONS HOMERUN

C-180 MASTER CROSS SECTION PLAN

C-181 CROSS SECTIONS - SHEET 1

C-182 CROSS SECTIONS - SHEET 2

C-183 CROSS SECTIONS - SHEET 3

C-184 CROSS SECTIONS - SHEET 4

C-185 CROSS SECTIONS - SHEET 5

C-186 CROSS SECTIONS - SHEET 6

LS-101 LANDSCAPING PLAN

CIVIL SHEETS: FUTURE EMPLOYEE LOT

C-201 EXISTING CONDITIONS

C-202 SOIL BORING LOGS

C-211 EROSION CONTROL PLAN

C-221 DEMOLITION PLAN

C-231 SITE PLAN

C-235 TYPICAL SECTIONS & PROFILES - SHEET 1

C-236 TYPICAL SECTIONS & PROFILES - SHEET 2

C-241 GRADING & DRAINAGE PLAN

C-261 SIGNAGE & MARKING PLAN

LS-201 LANDSCAPING PLAN

CIVIL SHEETS: DETAILS

EP-101 ENTRY - EXIT PLAZA CANOPY DETAILS

EP-102 ENTRY - EXIT PLAZA ATTENDANT BOOTH DETAILS - SHEET 1

EP-103 ENTRY - EXIT PLAZA ATTENDANT BOOTH DETAILS - SHEET 2

EP-104 ENTRY - EXIT PLAZA ATTENDANT BOOTH DETAILS - SHEET 3

BS-101 BUS SHELTER DETAIL - SHEET 1

BS-102 BUS SHELTER DETAIL - SHEET 2

C-301 EROSION CONTROL DETAILS & NOTES

C-311 SITE DETAILS

C-321 FENCING DETAILS - SHEET 1

C-322 FENCING DETAILS - SHEET 2

C-331 DRAINAGE DETAILS - SHEET 1

C-332 DRAINAGE DETAILS - SHEET 2

C-341 MARKING DETAILS

C-351 SIGNAGE DETAILS - SHEET 1

C-352 SIGNAGE DETAILS - SHEET 2

C-361 SITE UTILITY DETAILS

ELECTRICAL

E-001 ELECTRICAL NOTES, SYMBOLS, & ABBREVIATIONS

E-011 ELECTRICAL DEMOLITION PLAN

E-111 ELECTRICAL SITE PLAN

E-401 ELECTRICAL SITE ENLARGED PLAN

E-601 SCHEDULES AND ONE-LINE

NOTE: SEE SHEET G-072 FOR ADDITIONAL PAY ITEM NOTES.

\2

0.

\T

EC

H \C

AD

\D

R

AW

IN

G

S\

SH

EE

TS

\G -0

L

EG

EN

D .D

W G

/1

6/

:5 6:

P

M

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

Mead and Hunt, Inc.

© Copyright 2022 Mead & Hunt, Inc.

This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.

2203 North Lois Avenue, Suite 225

Tampa, FL 33607 phone: 813-210-8740 meadhunt.com

LEGEND:

ANTENNA

BENCHMARK

BOLLARD

CONTROL POINT

CHISELED X

CLEANOUT, SANITARY OR STORM

DOWNSPOUT

ELECTRICAL METER

ELECTRICAL / COMMUNICATIONS PEDESTAL

ELECTRICAL TRANSFORMER BOX

ELECTRICAL SERVICE PANEL

ELECTRICAL HANDHOLE/PULLBOX

FIRE HYDRANT

FLAGPOLE

GAS METER

GAS VALVE

GATE

GUY WIRE

HANDHOLE, GENERIC

INLET, CURB

INLET, ROUND

INLET, SQUARE

IRON PIN

LIGHT POLE (SINGLE)

LIGHT POLE (DOUBLE)

MAILBOX

MANHOLE, ELECTRIC

MANHOLE, FIBER OPTIC

MANHOLE, SANITARY SEWER

MANHOLE, STORM SEWER

MANHOLE, TELECOMMUNICATIONS

MANHOLE, VALVE

MARKER, CABLE

MARKER, DUCT

PK or MAG NAIL

POWER POLE

POWER POLE, DOUBLE

POWER POLE WITH LIGHT

PVC PIPE

REBAR

SANITARY VALVE

SATELLITE DISH

SEPTIC TANK VENT

SIGN (SINGLE POST)

SIGN (DOUBLE POST)

SOIL BORING

SHRUB

STORM FLARED END SECTION

STUMP

CRAPE MYRTLE (LAGERSTROEMIA INDICA)

CABBAGE PALM (SABAL PALMETTO)

CTV PEDESTAL BOX

WATER CURB STOP

WATER VALVE

WATER SHUT OFF

WATER METER

WATER SURFACE

WELL

GAS

ELECTRIC, OVERHEAD

ELECTRIC, UNDERGROUND

EXISTING CONTOUR LINES

FENCE

FIBER OPTIC CABLE

HANDRAIL

PROPERTY LINE

SANITARY SEWER

STONE RETAINING WALL

STORM SEWER / CULVERT

SWALE

TELEPHONE

TV CABLE

WATER

WETLAND BOUNDARY

VEGETATION

RIPRAP

STANDING WATER

WETLAND

EXISTING CONCRETE

PROPOSED ASPHALT PAVEMENT

B

DS

ESP

HH

CB

CB

MBX

E

FO

S

ST

T

MHV

C

D

PVC

STV

CTV

W V

OSW

WM

WELL

G

OHE

E xxx.x xxx.x x o

SS

SD

T

TV

W

ABBREVIATIONS:

A ABANDON

AB AGGREGATE BASE

A/C AIRCRAFT

ABAND ABANDON

AC ASPHALT CONCRETE

ALCMS AIRFIELD LIGHTING CONTROL AND MONITORING SYSTEM

ALT ALTERNATE

AMSL ABOVE MEAN SEA LEVEL

AOA AIRCRAFT OPERATIONS AREA

APCH APPROACH

APPROX APPROXIMATE

ASB AGGREGATE SUB-BASE

AR ACCESS ROAD

ARFF AIRCRAFT RESCUE AND FIRE FIGHTING

ATCT AIR TRAFFIC CONTROL TOWER

AWG AMERICAN WIRE GAUGE

BC BEGINNING OF CURVE

BIT BITUMINOUS

BLDG BUILDING

BM BENCHMARK

BOT BOTTOM

BVC BEGINNING OF VERTICAL CURVE

CA TEAM CONSTRUCTION ADMINISTRATION TEAM

C-C CENTER TO CENTER

CB CATCH BASIN

CIPCP CAST IN-PLACE CONCRETE PIPE

CJ CONSTRUCTION JOINT

CFS CUBIC FEET PER SECOND

CL CENTERLINE

CLF CHAINLINK FENCE

CLR CLEAR

CMP CORRUGATED METAL PIPE

CO CLEANOUT

CONC CONCRETE

CE CONCRETE ENCASED

CONT CONTINUOUS

CP CONTROL POINT

CTB CEMENT TREATED BASE

CKT CIRCUIT

CSPP CONSTRUCTION SAFETY PHASING PLAN

DB DIRECT BURIAL

DEG DEGREE

DI DROP INLET

DIA DIAMETER

DIM DIMENSION

DIP DUCTILE IRON PIPE

DP DEPTH

(E) EXISTING

E ELECTRICAL LINE

EC END OF CURVE

EG EXISTING GRADE

ELEV ELEVATION

EOP EDGE OF PAVEMENT

EQ EQUAL

EVC END OF VERTICAL CURVE

ETR EXISTING TO REMAIN

FAA FEDERAL AVIATION ADMINISTRATION

FBO FIXED BASE OPERATOR

FES FLARED END SECTION

FF FINISHED FLOOR

FG FINISHED GRADE

FH FIRE HYDRANT

FL FLOW LINE

FOD FOREIGN OBJECT DEBRIS

FPS FEET PER SECOND

FT FEET

G GAS LINE

GAL GALLON

GALV GALVANIZED

GA MUTCD GEORGIA MANUAL ON UNIFORM TRAFFIC CONTROL

DEVICES

GB GRADE BREAK

GND GROUND

GPM GALLONS PER MINUTE

GPSP GENERAL PERRY SMITH PARKWAY

GS GLIDE SLOPE

HH HANDHOLE

H HEIGHT

HDPE HIGH DENSITY POLYETHYLENE

HIRL HIGH INTENSITY RUNWAY LIGHT

HIR;THL HIGH INTENSITY THRESHOLD LIGHT

HORIZ HORIZONTAL

HMA HOT MIX ASPHALT

HP HIGH POINT

HW HEADWALL

HWL HIGH WATER LEVEL

HWY HIGHWAY

IE INVERT ELEVATION

IFR INSTRUMENT FLIGHT RULES

ILS INSTRUMENT LANDING SYSTEM

IN INCHES

IP IN-PAVEMENT

L LENGTH

LBS POUNDS

LF LINEAL FEET

LOC LOCALIZER

LWL LOW WATER LEVEL

MH MANHOLE

MALS MEDIUM INTENSITY APPROACH LIGHTING SYSTEM

MALSF MALS W/ SEQUENCED FLASHERS

MALSR MALS W/ RUNWAY ALIGNMENT INDICATOR LIGHTS

MAX MAXIMUM

ME MATCH EXISTING

MID MID POINT

MIN MINIMUM

MIRL MEDIUM INTENSITY RUNWAY LIGHT

MITL MEDIUM INTENSITY TAXIWAY LIGHT

MPH MILES PER HOUR

N NO

(N) NEW

NIC NOT IN CONTRACT

NO. OR # NUMBER

NOTAM NOTICE TO AIRMAN

NTS NOT TO SCALE

OFF OFFSET

OFZ OBJECT FREE ZONE

O/S OFFSET

OC ON CENTER

OH OVERHEAD

OWS OIL WATER SEPARATOR

PAPI PRECISION APPROACH PATH INDICATOR

PR PAIR

PB PULL BOX

PC POINT OF CURVATURE

PCC PORTLAND CEMENT CONCRETE

PCSO PINELLAS COUNTY SHERIFF'S OFFICE

PERF PERFORATED

PI POINT OF INTERSECTION

POB POINT OF BEGINNING

POC POINT OF CURVE

POE POINT OF ENDING

PSI POUNDS PER SQUARE INCH

PSF POUNDS PER SQUARE FOOT

PT POINT OF TANGENCY

PVC POINT OF VERTICAL CURVE

PVC POLYVINYL CHLORIDE

PVI POINT OF VERTICAL INTERSECTION

PVT POINT OF VERTICAL TANGENCY

Q RATE OF FLOW

QTY QUANTITY

R RADIUS

(R) REMOVE

R&R REMOVE AND REPLACE

RC RELATIVE COMPACTION

REL RELOCATE EXISTING

RCP REINFORCED CONCRETE PIPE

REQ REQUIRED

ROFA RUNWAY OBJECT FREE AREA

ROW RIGHT OF WAY

RGL RUNWAY GUARD LIGHT

RSA RUNWAY SAFETY AREA

RWA RUNWAY WORK RESTRICTED AREA

RWAPP RUNWAY APPROACH LIGHT

RWY OR RW RUNWAY

S SANITARY LINE

SF SQUARE FOOT

SG STRAIGHT GRADE

SH SHOULDER

SIDA SECURITY IDENTIFICATION DISPLAY AREA

SMGS SURFACE MOVEMENT GUIDANCE AND CONTROL SYSTEM

SPCD SAFETY PLAN COMPLIANCE DOCUMENT

SS STAINLESS STEEL

ST STORM LINE

STA STATION

STD STANDARD

STL STEEL

T TELEPHONE LINE

TC TOP OF CURB

TG TOP OF GRATE

T/L TAXILINE

TOE TOE OF BANK

TOP TOP OF BANK

TDZ TOUCHDOWN ZONE

TWY TAXIWAY

TOFA TAXIWAY OBJECT FREE AREA

TSA TAXIWAY SAFETY AREA

TYP TYPICAL

UD UNDERDRAIN

OFA OBJECT FREE AREA

UFN UNTIL FURTHER NOTICE

UG UNDERGROUND

UON UNLESS OTHERWISE NOTED

V VELOCITY

VC VERTICAL CURVE

VERT VERTICAL

VFR VISUAL FLIGHT RULES

VG VALLEY GUTTER

VIF VERIFY IN FIELD

VASI VISUAL APPROACH SLOPE INDICATOR

W WATER LINE

WA WORK AREA

W/ WITH

W/O WITHOUT

WSE WATER SURFACE ELEVATION

WSP WELDED STEEL PIPE

WV WATER VALVE

WWM WELDED WIRE MESH

LEGEND AND ABBREVIATIONS

132.75 131.53

PROPOSED ELEVATION

EXISTING ELEVATION

DIRECT-BURIED CABLE TO BE ABANDONED

IN-PLACE

E NEW ELECTRICAL PULLBOX

EXISTING WIRE AND CONDUIT

TO REMAINE

EXISTING DUCT BANK

EXISTING JUNCTION CAN

NEW DIRECTIONAL BORED DUCT

REMOVE

| | | | | | | | | REMOVE

PROPOSED CONCRETE PAVEMENT

LEGEND &

ABBREVIATIONS

G-003

RAD

ACC

DES

OCTOBER 27, 2023

4625000-221000.01

BID DOCUMENTS

ST

. P

ET

E

C

LE

AR

W

AT

ER

IN

TE

R N

AT

IO

N

AL

A

IR

PO

R

T (P

IE

PA

VE

S

TR

AW

BE

R R

Y

LO

T

FA

IR

C H

IL

D

D R

IV

E

C

LE

AR

W

AT

ER

, F L

AutoCAD SHX Text

CO

AutoCAD SHX Text M

AutoCAD SHX Text

TRANS

AutoCAD SHX Text E

AutoCAD SHX Text

GM

AutoCAD SHX Text

GV

SV

PA

NEL

TB

SE

C

CA

BI

NE

T

M.H

TR

x x x x x x x x xx x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xx x x x x x x x x x x x x x

ARFF

PCSO AVIATION SERVICE RD

FAIRCHILD DR

SPADCO DR

RUNWAY 18/36

R U

N W

AY

/2

ADDITIVE ALTERNATIVE 1-

PAVE FUTURE EMPLOYEE LOT

TW T

T E R M

I N A L

R A M

P

TERMINAL

TW

B

TW

C

ROOSEVELT AVE

144TH AVE N

46TH ST N

ENTERPRISE

READY

CENTER24' MIN. AISLE

ENTERPRISE

READY

CENTER24' MIN. AISLE

ENTERPRISE

READY

CENTER

24' MIN. AISLE

ENTERPRISE

READY

CENTER

24' MIN. AISLE

ENTERPRISE

READY

CENTER24' MIN. AISLE

ENTERPRISE

READY

CENTER24' MIN. AISLE

ENTERPRISE

READY

STOP

STOP

STOP STOP STOP

STOP

STOP

STOP

STO

P

STOP

ROOSEVELT AVE

APPROXIMATE STOCKPILE LOCATION AND

ACCESS ROUTE FOR SUITABLE EXCESS MATERIAL-

SEE SHEET C-135 FOR ADDITIONAL INFORMATION

ROOSEVELT BLVD

BASE BID-

PAVE STRAWBERRY LOT

EVERGREEN AVE

X:

\4

\2

0.

\T

EC

H \C

AD

\D

R

AW

IN

G

S\

SH

EE

TS

\G -0

P

R O

JE

C

T

LA

YO

U

T

PL

AN

.D

W G

/1

6/

:5 6:

P

M

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

Mead and Hunt, Inc.

© Copyright 2022 Mead & Hunt, Inc.

This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.

2203 North Lois Avenue, Suite 225

Tampa, FL 33607 phone: 813-210-8740 meadhunt.com

00 200 400

PROJECT LAYOUT

PLAN

G-021

RAD

ACC

DES

OCTOBER 27, 2023

4625000-221000.01

BID DOCUMENTS

ST

. P

ET

E

C

LE

AR

W

AT

ER

IN

TE

R N

AT

IO

N

AL

A

IR

PO

R

T (P

IE

PA

VE

S

TR

AW

BE

R R

Y

LO

T

FA

IR

C H

IL

D

D R

IV

E

C

LE

AR

W

AT

ER

, F L

DELIVERIES

AutoCAD SHX Text

DELIVERIES

AutoCAD SHX Text

SHORT TERM

AutoCAD SHX Text

LONG TERM

AutoCAD SHX Text

DROP-OFF LANE

DROP-OFF LANE

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

Mead and Hunt, Inc.

© Copyright 2022 Mead & Hunt, Inc.

This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.

2203 North Lois Avenue, Suite 225

Tampa, FL 33607 phone: 813-210-8740 meadhunt.com

GENERAL

1. THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT PLANS AND

SPECIFICATIONS AND ANY RULES, REGULATIONS, STANDARDS OR SPECIFICATIONS

REFERENCED THEREIN. THE PROJECT IS SUBJECT TO INSPECTION BY REPRESENTATIVES OF

THE CITY OR COUNTY, THE FEDERAL AVIATION ADMINISTRATION (FAA) AND OTHER GOVERNING

AGENCIES.

2. LIQUIDATED DAMAGES, AS STATED IN THE SPECIFICATIONS AND IN THE CONTRACT

AGREEMENT, SHALL APPLY TO THIS PROJECT.

3. A PORTION OF CONSTRUCTION WILL OCCUR WITHIN THE AIR OPERATIONS AREA (AOA). THIS IS

A CLOSELY MAINTAINED SECURITY AREA WITH RESTRICTED ACCESS. THE CONTRACTOR SHALL

MEET ALL REQUIREMENTS FOR ENTERING AND OPERATING IN THIS AREA AT ALL TIMES. IT

SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH ALL REQUIREMENTS FOR

ENTERING AND OPERATING IN THE AOA. FURTHER, IT WILL REMAIN THE CONTRACTOR'S

RESPONSIBILITY TO KEEP ADVISED OF ANY CHANGES IN THESE REQUIREMENTS AND TO

ADHERE TO CURRENT REGULATIONS.

4. BECAUSE A PORTION OF THE CONSTRUCTION IS NEAR ACTIVE TAXIWAYS AND APRONS, ALL

CONSTRUCTION ACTIVITIES SHALL BE CONDUCTED IN A MANNER ACCEPTABLE TO THE OWNER

AND THE FEDERAL AVIATION ADMINISTRATION (FAA) TO PROVIDE ACCEPTABLE LEVELS OF

SAFETY FOR ALL AIRPORT OPERATIONS.

5. EACH CONTRACTOR INVOLVED SHALL ASSUME ALL LIABILITY, FINANCIAL OR OTHERWISE, IN

CONNECTION WITH THEIR CONTRACT AND SHALL PROTECT AND SAVE HARMLESS THE OWNER

FROM ANY AND ALL DAMAGES OR CLAIMS THAT MAY ARISE BECAUSE OF INCONVENIENCES,

DELAYS, OR LOSS EXPERIENCED BY THEM BECAUSE OF THE PRESENCE AND OPERATIONS OF

HIS SUBCONTRACTORS WORKING WITHIN THE LIMITS OF THE SAME PROJECT.

CONTRACTOR REQUIREMENTS

1. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED FOR THE

PERFORMANCE OF THIS CONTRACT, EXCEPT WHERE OTHERWISE STATED. AN UNSPECIFIED

WORK ITEMS FOR REIMBURSABLE COSTS HAS BEEN ESTABLISHED TO ACCOUNT FOR COSTS

RELATED TO WATER AND SEWER IMPACT AND CONNECTION FEES (PAY ITEM 9990000-4). AN

ADDITIONAL UNSPECIFIED WORK ITEM FOR REIMBURSABLE COSTS HAS BEEN ESTABLISHED TO

ACCOUNT FOR COSTS RELATED TO DUKE ENERGY PROVIDED WORK (PAY ITEM 9990000-5).

COSTS RELATED TO OBTAINING BUILDING PERMITS FOR THOSE ITEMS SPECIFIED IN THE

PROJECT SPECIFICATIONS AND DRAWING NOTES (BUS SHELTER, CANOPY, TOLL PLAZ

ATTENDANT BOOTH SHALL BE PAID FOR BY THE CONTRACTOR. NO SEPARATE PAYMENT SHALL

BE MADE FOR THESE PERMITS.

2. THE CONTRACTOR MUST OBTAIN PROPER PERMITS FOR DELIVERY OF MATERIALS AND

EQUIPMENT TO THE SITE. ANY DAMAGE TO OFF-SITE ROADS SHALL BE THE COMPLETE

RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE REPAIRED AT THE CONTRACTOR'S SOLE

EXPENSE.

3. ALL CONTRACTOR'S VEHICLES AND TRAFFIC (UNLESS OTHERWISE AUTHORIZED) SHALL REMAIN

WITHIN THE DESIGNATED CONSTRUCTION LIMITS OR HAUL ROUTES.

4. THE CONTRACTOR SHALL CONTROL DUST FROM OPERATIONS TO A LEVEL ACCEPTABLE TO THE

AIRPORT AND ENGINEER AT ALL TIMES. THE CONTRACTOR SHALL HAVE AVAILABLE VACUUM

BROOMS, WATERING TRUCKS AND OTHER EQUIPMENT NECESSARY TO CONTROL DUST AND

DEBRIS AT ALL TIMES. ALL METHODS FOR CONTROLLING DUST AND DEBRIS SHALL BE SUBJECT

TO THE AIRPORTS APPROVAL. DUST AND DEBRIS CONTROL SHALL BE STRICTLY MONITORED

DUE TO ITS IMPACT ON AIRCRAFT SAFETY. FAILURE TO PROPERLY CONTROL DUST AND DEBRIS

OR TO RESPOND TO ANY REQUESTS TO DO SO WILL RESULT IN CONSTRUCTION ACTIVITIES

BEING STOPPED.

5. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE AND FEDERAL LAWS THAT ARE

PERTINENT TO THIS WORK.

6. BEFORE RECEIVING A NOTICE TO PROCEED, THE CONTRACTOR SHALL FURNISH THE ENGINEER

WITH A DETAILED CRITICAL PATH METHOD SCHEDULE OF WORK FOR EACH PHASE OF

CONSTRUCTION INCLUDING THE VARIOUS ROADWAY CLOSURES REQUIRED.

7. ALL ELEMENTS OF THE CONSTRUCTION SHALL BE DONE IN SUCH A MANNER THAT, AT THE END

OF THE CLOSURE PERIOD, THE AREA WILL BE IN CONDITION SUITABLE FOR AIRPORT

OPERATIONS AND SUBJECT TO AIRPORT AND ENGINEER APPROVAL.

COORDINATION AND OPERATIONS

1. THE CONTRACTOR SHALL ACQUAINT HIS SUPERVISORS AND EMPLOYEES TO THE AIRPORT

ACTIVITY AND OPERATIONS THAT ARE INHERENT TO THIS AIRPORT. HE SHALL CONDUCT HIS

CONSTRUCTION ACTIVITIES TO CONFORM TO ALL ROUTINE AND EMERGENCY AIR TRAFFIC

REQUIREMENTS AND GUIDELINES AS NOTED AND/OR SHOWN ON THE PLANS AND THE SAFETY

AND SECURITY REQUIREMENTS DETAILED IN THE SPECIFICATIONS.

2. THE CONTRACTOR SHALL CONDUCT WEEKLY COORDINATION MEETINGS TO DISCUSS WORK

AREAS, SCHEDULING, SAFETY, ETC. WITH THE ENGINEER, THE AIRPORT, FAA, AND OTHER

APPROPRIATE OFFICIALS. MINUTES FROM THE WEEKLY MEETINGS SHALL BE PREPARED BY THE

CONTRACTOR AND COPIES DISTRIBUTED TO ALL APPROPRIATE INDIVIDUALS.

3. CONSTRUCTION AND MAINTENANCE OPERATIONS BY OTHERS MAY OCCUR CONCURRENTLY

AND AT TIMES IN THE VICINITY OF CONSTRUCTION ASSOCIATED WITH THIS PROJECT. THE

CONTRACTOR SHALL COORDINATE HIS OPERATIONS AND COOPERATE WITH MAINTENANCE

CREWS AND OTHER CONTRACTORS WORKING ON THE AIRPORT. COORDINATION WITH

APPROPRIATE GOVERNMENT AND UTILITY AGENCIES IS ALSO REQUIRED.

MATERIALS AND EQUIPMENT

1. ALL MATERIALS AND EQUIPMENT, WHEN NOT IN USE, SHALL BE PLACED IN APPROVED AREAS

WHERE THEY WILL NOT CONSTITUTE A HAZARD TO AIRPORT OPERATIONS. ALL EQUIPMENT

SHALL BE STORED IN A LOWERED CONFIGURATION WHEN NOT IN USE. THE APPROVED

STORAGE AREA FOR EQUIPMENT AND MATERIALS IS THE CONTRACTOR'S STAGING AREA. ANY

OTHER AREAS TO BE USED FOR STORAGE MUST BE APPROVED BY THE AIRPORTS PROJECT

MANAGER. EQUIPMENT AND STOCKPILED MATERIAL SHALL BE CONSTRAINED IN A MANNER TO

PREVENT MOVEMENT RESULTING FROM AIRCRAFT JET BLAST OR WIND CONDITIONS.

2. ALL EXCESS EXCAVATED MATERIAL, UNSUITABLE MATERIAL AND CONSTRUCTION DEBRIS SHALL

BE PROMPTLY DISPOSED OF OFF AIRPORT PROPERTY UNLESS STATED OTHERWISE IN THE

CONSTRUCTION PLANS OR BY THE AIRPORT.

3. ALL CONTRACTOR'S MATERIAL ORDERS FOR DELIVERY TO THE WORK SITE WILL USE A

DELIVERY ADDRESS. THE DELIVERY ADDRESS SHALL BE ESTABLISHED AT THE

PRECONSTRUCTION CONFERENCE.

HAUL ROUTES

1. LOCATION OF HAUL ROUTES AND STAGING AREAS ON THE AIRPORT SITE SHALL BE AS SHOWN

ON THE CONTRACT LAYOUT PLAN. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO

COORDINATE OFF-SITE HAUL ROUTES (STATE HIGHWAYS, COUNTY ROADS OR CITY STREETS)

WITH THE APPROPRIATE OWNER WHO HAS JURISDICTION OVER THE AFFECTED ROUTE. ON-SITE

HAUL ROUTES AND STAGING AREAS SHALL BE MAINTAINED BY THE CONTRACTOR AND SHALL

BE RESTORED TO THEIR ORIGINAL CONDITION UPON COMPLETION OF BEING USED AS A HAUL

ROUTE AT THE CONTRACTOR'S EXPENSE. THE BEFORE AND AFTER CONDITION OF ON-SITE

HAUL ROUTES AND STAGING AREAS SHALL BE JOINTLY INSPECTED AND DOCUMENTED BY THE

CONTRACTOR, AIRPORT, AND/OR ENGINEER. THE CONTRACTOR SHALL PROVIDE A VIDEO TAPE

OR DIGITAL PICTURES OF ALL ON-SITE HAUL ROUTES AND STAGING AREAS BEFORE START OF

WORK AND UPON COMPLETION. FENCING, DRAINAGE, SEDIMENT CONTROL, GRADING AND

OTHER MISCELLANEOUS CONSTRUCTION REQUIRED TO CONSTRUCT TEMPORARY HAUL

ROUTES OR ACCESS POINTS ON THE AIRPORT WILL BE THE CONTRACTOR'S TOTAL

RESPONSIBILITY AND SHALL BE APPROVED BY THE AIRPORT PRIOR TO THE WORK. ALL ON-SITE ACCESS ROADS TO AIRPORT FACILITIES SHALL REMAIN OPEN AND MAINTAINED AT ALL TIMES.

2. USE OF UNAUTHORIZED HAUL ROUTES WILL NOT BE ACCEPTABLE. THE CONTRACTOR SHALL

ONLY USE THE HAUL ROUTES APPROVED BY THE AIRPORT PROJECT MANAGER. THE HAUL

TRUCKS MUST BE COVERED AT ALL TIMES. THE CONTRACTOR SHALL CONTINUOUSLY CLEAN

THE HAUL ROUTE WITH A POWER VACUUM DURING ALL PERIODS WHEN HAULING. FAILURE TO

MAINTAIN THE HAUL ROUTE IN AN ACCEPTABLE MANNER WILL RESULT IN SUSPENSION OF

WORK. IN THE EVENT THAT ANY FOREIGN OBJECT, SPILLAGE, DEBRIS OR DUST BUILDS UP AS A

RESULT OF HAULING, THE CONTRACTOR SHALL BE REQUIRED TO IMMEDIATELY CLEAN AND

REMOVE THE MATERIAL

SUPERVISION

1. THE PRIME CONTRACTOR SHALL HAVE AT ALL TIMES ON SITE, WHILE WORK IS IN PROGRESS, A

JOB SUPERINTENDENT/FOREMAN. THIS PERSON SHALL BE FAMILIAR WITH ALL TYPES OF

CONSTRUCTION BEING PERFORMED AND SHALL BE THE SAME PERSON EACH DAY

THROUGHOUT THE PROJECT. THE SUPERINTENDENT/FOREMAN SHALL HAVE THE

RESPONSIBILITY OF COORDINATING EACH DAYS WORK WITH THE AIRPORT OR AUTHORIZED

REPRESENTATIVE AND SHALL HAVE AUTHORITY TO SCHEDULE AND ADJUST ALL WORKERS,

PRIME AND SUBCONTRACTORS, TO ACCOMMODATE AIRPORT OPERATION AS DIRECTED BY THE

AIRPORT PERSONNEL OR AUTHORIZED REPRESENTATIVE.

2. ALL PERSONNEL SHALL CLEAR THE CONSTRUCTION AREA ONCE WORK HAS STOPPED FOR THE

DAY OR EVENING. ALL MECHANICS NEEDING ACCESS TO THE AOA DURING DAYS, EVENINGS

AND WEEKENDS TO WORK ON CONSTRUCTION EQUIPMENT SHALL BE ESCORTED AND HAVE

THEIR VEHICLES IDENTIFIED WITH THE CONTRACTOR'S NAME AND APPROPRIATE LIGHTING.

CONTRACTOR'S VEHICLES

1. ALL CONTRACTORS VEHICLES SHALL BE IN GOOD WORKING ORDER. ALL CONTRACTOR VEHICLES

SHALL BE ESCORTED WHILE INSIDE THE A.O.A THE CONTRACTOR SHALL BE RESPONSIBLE FOR

COORDINATING ESCORTS WITH THE AIRPORTS PROJECT MANAGER.

2. ALL CONTRACTOR VEHICLES/EQUIPMENT THAT ARE AUTHORIZED TO OPERATE ON THE AIRPORTS A.O.A. SHALL DISPLAY IN FULL VIEW ABOVE THE VEHICLE/EQUIPMENT A 3'x3' (MIN.) ORANGE AND

WHITE CHECKER BOARD FLAG (DAY OPERATIONS). EACH CHECKER BOARD COLOR BEING ONE

SQUARE FOOT. ANY VEHICLE OPERATING ON THE A.O.A. SHALL ALSO BE EQUIPPED WITH A

FLASHING AMBER (YELLOW) DOME TYPE LIGHT, MOUNTED ON TOP OF THE VEHICLE AND OF SUCH

INTENSITY TO CONFORM TO LOCAL AND FEDERAL CODES FOR MAINTENANCE AND EMERGENCY

VEHICLES (DAY OR NIGHT OPERATIONS).

SAFETY

1. THE CONTRACTOR SHALL ACQUAINT HIS SUPERVISORS, EMPLOYEES AND SUBCONTRACTORS OF THE AIRPORT ACTIVITY AND OPERATIONS THAT ARE INHERENT OF THIS BUSY AND ACTIVE AIR CARRIER AIRPORT, AND SHALL CONDUCT HIS CONSTRUCTION ACTIVITIES TO CONFORM TO ALL ROUTINE AND EMERGENCY AIR TRAFFIC REQUIREMENTS AND GUIDELINES ON SAFETY SPECIFIED IN SPECIAL PROVISION SECTION 1 AND 2 OF THE CONTRACT

DOCUMENTS.

2. NO RUNWAY, TAXIWAY, APRON OR AIRPORT ROADWAY SHALL BE CLOSED WITHOUT WRITTEN APPROVAL OF ST.

PETERSBURG - CLEARWATER INTERNATIONAL AIRPORT TRANSMITTED BY THE ENGINEER, TO ENABLE NECESSARY "NOTICES TO AIRMEN" (NOTAM) OR ADVISORIES TO AIRPORT SERVICE OR TENANTS. A MINIMUM OF 48 HOURS NOTICE OF REQUESTED CLOSING SHALL BE DIRECTED TO THE ENGINEER, WHO WILL COORDINATE THE REQUEST WITH PIE

OPERATIONS.

3. ANY CONSTRUCTION ACTIVITY WITHIN 250' OF AN ACTIVE RUNWAY CENTERLINE OR 129.5' FROM AN ACTIVE TAXIWAY CENTERLINE OR OPEN EXCAVATIONS IN EXCESS OF 3" INCHES DEEP WITHIN THE ABOVE AREAS, WILL REQUIRE CLOSURE OF THE AFFECTED RUNWAY OR TAXIWAY, UNLESS OTHERWISE APPROVED BY PIE OPERATIONS. CLOSURE

REQUIRES THE SAME PROVISIONS AS SAFETY NOTE 2 ABOVE.

4. OPEN FLAME WELDING OR TORCH CUTTING OPERATIONS ARE PROHIBITED UNLESS ADEQUATE FIRE AND SAFETY

PRECAUTIONS HAVE BEEN TAKEN AND THE PROCEDURE APPROVED.

5. STOCKPILED MATERIALS AND EQUIPMENT STORAGE IS NOT PERMITTED WITHIN THE RSA, OFA, OR OFZ OF AN OPERATIONAL RUNWAY. THE AIRPORT OPERATOR MUST ENSURE THAT STOCKPILED MATERIALS AND EQUIPMENT ADJACENT TO THESE AREAS ARE PROMINENTLY MARKED WITH RED FLAGS AND LIGHTED DURING HOURS OF RESTRICTED VISIBILITY OR DARKNESS. THIS INCLUDES DETERMINING AND VERIFYING THAT MATERIALS ARE STORED AT AN APPROVED LOCATION TO PREVENT FOREIGN OBJECT DAMAGE AND ATTRACTION BY WILDLIFE.

6. ALL DEBRIS DEPOSITED ON THE PAVEMENT DUE TO CONSTRUCTION ACTIVITIES SHALL BE REMOVED IMMEDIATELY.

METHODS OF IMMEDIATE REMOVAL OF LARGE DEBRIS SUCH AS GRAVEL, DIRT CLODS, CONCRETE CHUNKS, MATERIAL CANISTERS, FORM WORK, ETC., SHALL BE AT THE CONTRACTOR'S DISCRETION, SUBJECT TO APPROVAL OF

THE ENGINEER. THE OPERATIONAL PAVEMENT MUST BE FOREIGN OBJECT-FREE AT ALL TIMES.

7. ALL TRUCKS HAULING DEBRIS FROM THE AIRPORT OR MATERIAL TO THE PROJECT SHALL BE EQUIPPED WITH TAILGATES WHICH SHUT TIGHTLY AND DO NOT PERMIT DEBRIS TO SPILL FROM THE TAILGATE AREA. TRUCK BEDS SHALL BE SWEPT CLEAN BEFORE ENTERING THE AOA OR LEAVING THE WORK AREA. SIDEBOARDS SHALL BE KEPT IN GOOD REPAIR. UNDER NO CIRCUMSTANCES WILL TRUCKS BE PERMITTED TO BE LOADED GREATER THAN LEGAL LIMIT OR HIGHER THAN THE SIDEBOARDS. TRUCKS NOT MEETING THESE REQUIREMENTS OR THAT ALLOW MATERIAL TO BE WIND BLOWN OR TO ESCAPE THEIR CONTAINMENT BEDS ONTO THE ROADWAYS OR TAXIWAYS WILL BE REMOVED

FROM THE PROJECT IMMEDIATELY AT THE ENGINEER'S DIRECTION.

8. THE CONTRACTOR'S SECURITY OFFICER (C.S.O.) WILL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS. PRIOR TO THE COMMENCEMENT OF THE WORK THE C.S.O. SHALL PROVIDE THE ENGINEER AN OUTLINE OF A PROPOSED ACCIDENT AND FIRE PROTECTION PLAN FOR ALL WORK CONTEMPLATED UNDER THE CONTRACT AND CONDUCT AT LEAST ONE SAFETY MEETING EACH MONTH FOR EACH SHIFT AND REQUIRE THE ATTENDANCE OF ALL SUPERVISORS AT SUCH MEETINGS. COPIES OF THE MINUTES OF SAFETY MEETINGS SHALL BE KEPT ON FILE IN THE CONTRACTOR'S

FIELD OFFICE AND AVAILABLE UPON REQUEST BY THE ENGINEER.

9. MAXIMUM CONSTRUCTION TRAFFIC SPEED ON ALL AIRPORT PROPERTY SHALL BE 15 MPH.

10. THE CONTRACTOR SHALL ACQUAINT HIMSELF WITH FAA ADVISORY CIRCULAR AC-150/5370-2G "OPERATIONAL SAFETY

ON AIRPORTS DURING CONSTRUCTION".

11. THE CONTRACTOR SHALL HAVE (ON-SITE) SUFFICIENT RADIO EQUIPMENT TO MONITOR THE AIRPORT UNICOM FREQUENCY OF 123.0. CONTRACTOR PERSONNEL AND VEHICLES SHALL GIVE WAY TO AIRCRAFT OPERATING ON THE

AIRFIELD.

SECURITY

1. GENERAL INTENT: IT IS INTENDED THAT THE CONTRACTOR SHALL

COMPLY WITH ALL REQUIREMENTS OF THE AIRPORT SECURITY

PLAN AND WITH THE SECURITY REQUIREMENTS SPECIFIED HEREIN.

THE CONTRACTOR SHALL DESIGNATE TO THE ENGINEER IN

WRITING, THE NAME OF HIS "CONTRACTOR SECURITY OFFICER"

(C.S.O.). THE C.S.O. SHALL REPRESENT THE CONTRACTOR ON THE

SECURITY REQUIREMENTS FOR THE CONTRACT

2. .THE AOA MUST REMAIN SECURE AT ALL TIMES THROUGH THE USE

OF SECURED FENCING OR A CONTRACTOR PROVIDED GUARD.

GUARDING IS AT THE COST OF THE CONTRACTOR. SEE

SPECIFICATION 001143 AIRPORT PROJECT WORK PROCEDURES

FOR ADDITIONAL INFORMATION.

3. CONTRACTOR PERSONNEL SECURITY ORIENTATION: THE

CONTRACTOR SECURITY OFFICER SHALL BE RESPONSIBLE FOR

BRIEFING ALL CONTRACTOR PERSONNEL ON THESE

REQUIREMENTS AND OTHER SECURITY PROVISIONS. ALL NEW

CONTRACTOR EMPLOYEES SHALL BE BRIEFED ON THESE

REQUIREMENTS PRIOR TO WORKING IN THE CONSTRUCTION AREA.

4. ACCESS TO THE SITE: THE CONTRACTOR'S ACCESS TO THE SITE

SHALL BE AS SHOWN ON THE PLANS. NO OTHER ACCESS POINTS

SHALL BE ALLOWED UNLESS APPROVED BY THE ENGINEER. ALL

CONTRACTOR TRAFFIC AUTHORIZED TO ENTER THE SITE SHALL BE

EXPERIENCED IN THE ROUTE OR GUIDED BY CONTRACTOR

PERSONNEL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

TRAFFIC CONTROL TO AND FROM THE CONSTRUCTION AREA ON

THE SITE. THE CONTRACTOR IS RESPONSIBLE FOR IMMEDIATE

CLEAN UP OF ANY DEBRIS DEPOSITED ALONG THE ACCESS ROUTE

AS A RESULT OF HIS CONSTRUCTION TRAFFIC. DIRECTIONAL

SIGNING AT THE ACCESS GATE AND ALONG THE DELIVERY ROUTE

TO THE STORAGE AREA, PLANT SITE OR WORK SITE SHALL BE AS

DIRECTED BY THE ENGINEER.

5. MATERIALS DELIVERY TO THE SITE: ALL CONTRACTOR'S MATERIAL

ORDERS FOR DELIVERY TO THE WORK SITE WILL USE AS A

DELIVERY ADDRESS, THE STREET NAME ASSIGNED TO THE

ACCESS POINT AT THE CONTRACTOR'S STORAGE SITE AT THE

AIRPORT. THIS WILL PRECLUDE DELIVERY TRUCKS FROM

ENTERING INTO THE TERMINAL COMPLEX OR TAKING SHORT CUTS

THROUGH THE PERIMETER GATES AND ENTERING INTO AIRCRAFT

OPERATIONS AREAS INADVERTENTLY.

6. CONSTRUCTION AREA LIMITS: THE LIMITS, MATERIAL STORAGE

AREAS, EQUIPMENT STORAGE AREA, PARKING AREA AND OTHER

AREAS DEFINED FOR THE CONTRACTORS EXCLUSIVE USE DURING

CONSTRUCTION SHALL BE MARKED BY THE CONTRACTOR. THE

CONTRACTOR SHALL ERECT AND MAINTAIN AROUND THE

PERIMETER OF THESE AREAS SUITABLE FENCING, MARKING AND

OR WARNING DEVICES VISIBLE FOR DAY AND NIGHT USE.

TEMPORARY BARRICADES, FLAGGING AND FLASHING WARNING

LIGHTS WILL BE REQUIRED AT CRITICAL ACCESS POINTS. TYPE OF

MARKING AND WARNING DEVICES SHALL BE APPROVED BY

AIRPORT OPERATIONS, THROUGH THE ENGINEER.

7. THE CONTRACTOR'S ACCESS TO THE PROJECT SHALL BE VIA THE

GATES SHOWN IN THE PLANS.

8. ALL EQUIPMENT, MATERIAL DELIVERIES AND PERSONNEL

ENTERING/LEAVING THIS PROJECT SITE SHALL BE ESCORTED.

CONSTRUCTION LAYOUT

1. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION LAYOUT. EXISTING CONDITIONS

ARE SHOWN ON THE DRAWINGS. EXISTING CONDITIONS SHOWN ARE BELIEVED TO BE

ACCURATE, BUT THE AIRPORT OWNER NOR THE ENGINEER ASSUMES ANY RESPONSIBILITY FOR

THE ACCURACY OF THESE CONDITIONS. THE RE CONTRACTOR SHALL NOTIFY THE ENGINEER IN

WRITING PRIOR TO CONSTRUCTION OF ANY DISCREPANCIES ON THE DRAWINGS. FAILURE TO

NOTIFY THE ENGINEER SHALL RESULT IN A WAIVER OF THE CONTRACTOR'S RIGHT FOR A

CHANGE ORDER. THE HORIZONTAL POSITIONS FOR ALL FEATURES SHOWN ARE RELATIVE TO

FLORIDA STATE PLANE COORDINATE SYSTEM (NAD83/99). VERTICAL INFORMATION IS BASED

UPON NGVD 29. A TOPOGRAPHIC FIELD SURVEY WAS COMPLETED BY ECHEZABAL AND

ASSOCIATES ON DECEMBER 1, 2016 AND USED AS THE BASIS FOR DESIGN ON THIS PROJECT.

2. THE VERTICAL CONTROL ON THIS PROJECT IS TIED TO BENCH MARKS LOCATED ON THE

AIRPORT. ALL EXISTING SURVEY MONUMENTS SHALL BE PROTECTED BY THE CONTRACTOR

DURING CONSTRUCTION. ALL MONUMENTS DISTURBED BY THE CONTRACTORS OPERATIONS

SHALL BE RESET BY A REGISTERED SURVEYOR AT THE CONTRACTOR'S EXPENSE.

EXISTING UTILITY & NAVIGATIONAL FACILITIES

1. BEFORE ANY WORK IS STARTED ON ANY PHASE OF THIS PROJECT AND AGAIN BEFORE FINAL

ACCEPTANCE BY THE ST. PETERSBURG - CLEARWATER INTERNATIONAL AIRPORT,

REPRESENTATIVES OF THE CONTRACTOR AND THE AIRPORT SHALL MAKE AN INSPECTION OF

THE EXISTING STORM SEWERS, CATCH BASINS, MANHOLES, ELECTRICAL MANHOLES,

HANDHOLES, DUCT BANKS, WHICH ARE TO REMAIN IN SERVICE OR WHICH MAY BE AFFECTED BY

THE WORK. THE CONDITION SHALL BE DETERMINED FROM FIELD OBSERVATIONS. RECORDS OF

THE INSPECTION WILL BE KEPT BY THE AIRPORT. THE CONTRACTOR SHALL PROVIDE TO THE

AIRPORT A VIDEO TAPE OR DIGITAL PICTURES OF SURFACE AND SEWER CONDITIONS IN THE

PROJECT AREA BEFORE START OF WORK AND UPON COMPLETION OF THE PROJECT.

2. ALL EXISTING FACILITIES, INSPECTED INITIALLY BY THE ABOVE MENTIONED PARTIES, SHALL BE

PROTECTED, MAINTAINED, AND LEFT IN A CONDITION COMPARABLE TO THAT DETERMINED BY

THE ORIGINAL INSPECTION. ANY CHANGES IN THE CONDITION RESULTING FROM THE

CONTRACTOR'S OPERATIONS SHALL BE CORRECTED BY THE CONTRACTOR AT HIS SOLE

EXPENSE TO THE SATISFACTION OF THE ENGINEER.

CONTRACTOR ACCESS & STORAGE AREAS

1. THE CONTRACTOR'S ACCESS POINTS TO THE SITE SHALL BE AS SHOWN ON THE CONTRACT

LAYOUT PLAN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL VEHICLES AND PERSONNEL

WHO ENTER THROUGH THESE GATES. GATES SHALL BE LOCKED WHEN NOT IN USE.

2. AREAS WILL BE MADE AVAILABLE FOR THE CONTRACTOR'S MOBILIZATION AND STAGING AS

SHOWN ON THE CONTRACT LAYOUT PLAN. THESE AREAS SHALL BE RESTORED TO THEIR

ORIGINAL CONDITION UPON COMPLETION OF THE PROJECT AT THE CONTRACTOR'S EXPENSE.

ON SITE EMPLOYEE PARKING SHALL BE ADDRESSED AT THE PRE-CONSTRUCTION

CONFERENCE.

3. THERE ARE NO PROPOSED STOCKPILE LOCATIONS IDENTIFIED ON THE PLANS. IF THE

CONTRACTOR DOES CHOOSE TO STOCKPILE MATERIAL DURING DEMOLITION OR

CONSTRUCTION, A SEPARATE PERMIT WILL BE REQUIRED AND THE CONTRACTOR MUST

FOLLOW ALL APPLICABLE EROSION AND SEDIMENT CONTROL GUIDELINES.

WETLAND NOTES

1. THE CONTRACTOR SHALL NOT ENTER UPON OR IN ANY WAY ALTER THE EXISTING WETLAND

AREAS THAT ARE ON SITE EXCEPT AS DIRECTED BY THESE PLANS OR THE ENGINEER. ALL

WORK IN THE VICINITY OF OPEN WATER AND/OR WETLANDS IS TO BE PERFORMED IN

COMPLIANCE WITH THE ENVIRONMENTAL PERMITS FOR THE SITE. THE CONTRACTOR WILL BE

RESPONSIBLE AND SHALL PAY, AT NO COST TO ST. PETERSBURG CLEARWATER INTERNATIONAL

AIRPORT, ANY FINE RESULTING FROM THE CONTRACTORS VIOLATION OF PERMIT CONDITIONS

OR LOCAL, STATE, OR FEDERAL RULE, STATUE, OR LAW.

2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN COPIES OF ALL APPLICABLE PERMITS

ISSUED BY ENVIRONMENTAL PERMITTING AND REGULATORY AGENCIES TO THIS SITE. THIS

INCLUDES, BUT MAY NOT BE LIMITED TO SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT

AND U.S. ARMY CORPS OF ENGINEERS (ACOE). ALL WORK SHALL BE IN ACCORDANCE WITH

APPLICABLE SECTIONS OF PERMITS AND/OR APPROVALS, COPIES OF PERMITS WILL BE

AVAILABLE FROM ST. PETERSBURG - CLEARWATER INTERNATIONAL AIRPORT, AND SHALL BE

POSTED OR MAINTAINED ON-SITE AS REQUIRED BY PERMIT CONDITIONS.

3. THE CONTRACTOR SHALL ESTABLISH HIS INTERNAL HAUL ROUTES IN A MANNER THAT SHALL

NOT DISTURB ANY EXISTING WETLAND AREAS OR UPLAND TREES.

UNDERGROUND UTILITIES

1. THE LOCATION OF THE UNDERGROUND UTILITIES AND FAA CABLES SHOWN ON THE PLANS

HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND FIELD CHECKS AND ARE BELIEVED TO

BE CORRECT. NO GUARANTEE IS MADE AS TO THEIR ACCURACY OR COMPLETENESS. THE

CONTRACTOR SHALL LOCATE AND IDENTIFY ALL UNDERGROUND UTILITIES IN THE WORK AREA

PRIOR TO CONSTRUCTION. ANY UNDERGROUND UTILITIES LOCATED WHICH DO NOT APPEAR ON

THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. ANY DAMAGE TO

UTILITIES, CAUSED BY THE CONTRACTOR, SHALL BE REPAIRED AT THE CONTRACTOR'S SOLE

EXPENSE.

CONTRACTOR'S SAFETY AND SECURITY REQUIREMENTS

NPDES NOTIFICATION

1. ATTENTION: THE EROSION/SEDIMENTATION LOCATIONS AND DETAILS SET FORTH IN THIS

SITE PLAN HAVE BEEN DEVISED BY THE PROJECT ENGINEER TO MEET THE REQUIREMENTS

OF THE FEDERAL NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES)

PROGRAM. FAILURE TO MAINTAIN THESE CONTROLS, OR AN ILLICIT DISCHARGE RESULTING

FROM THEIR FAILURE WILL LIKELY RESULT IN FINE CITATIONS. SEC. 58-239 OF PINELLAS

COUNTY CODE AUTHORIZES PENALTIES OF UP TO $10,000.00 FOR EACH OFFENSE.

PINELLAS COUNTY DRS NOTES

1. ALL DESIGNS AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS SET DOWN

IN PINELLAS COUNTY LAND DEVELOPMENT, ZONING AND/OR RELATED ORDINANCES AND

MINIMUM TESTING FREQUENCY REQUIREMENTS.

2. AS-BUILT SURVEY AND/OR RECORD DRAWINGS MUST BE SUBMITTED TO THE COUNTY FIVE (5)

BUSINESS DAYS PRIOR TO THE SITE INSPECTION FOR CERTIFICATION OF OCCUPANCY. NO CO

WILL BE ISSUED WITHOUT REVIEW AND ACCEPTANCE OF RECORD DRAWINGS.

3. ALL ELEVATIONS MUST BE PER NAVD88

4. ALL DISTURBED AREAS WITHIN THE RIGHT-OF-WAY WILL BE COMPACTED TO 100%OF MAXIMUM

DENSITY AND SODDED.

5. ALL PUBLIC SIDEWALK THAT IS DAMAGED OR DOES NOT MEET ADA CRITERIA SHALL BE

REPLACED.

6. DETENTION AREAS SHALL BE ROUGHED OUT PRIOR TO OTHER SITE GRADING AS A MEANS OF

EROSION CONTROL.

7. SILT FENCE SHALL BE INSTALLED AT ALL INFLOW POINTS TO STORMWATER MANAGEMENT

SYSTEMS AND SHALL BE MAINTAINED FOR THE DURATION OF THE CONSTRUCTION PROJECT.

RETAINED SEDIMENT SHALL BE REMOVED AT REGULAR INTERVALS OR AS DIRECTED BY THE

COUNTY.

GENERAL NOTES -

SHEET 1

G-071

RAD

ACC

DES

OCTOBER 27, 2023

4625000-221000.01

BID DOCUMENTS

ST

. P

ET

E

C

LE

AR

W

AT

ER

IN

TE

R N

AT

IO

N

AL

A

IR

PO

R

T (P

IE

PA

VE

S

TR

AW

BE

R R

Y

LO

T

FA

IR

C H

IL

D

D R

IV

E

C

LE

AR

W

AT

ER

, F L

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

SHEET NO.

Mead and Hunt, Inc.

© Copyright 2022 Mead & Hunt, Inc.

This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.

2203 North Lois Avenue, Suite 225

Tampa, FL 33607 phone: 813-210-8740 meadhunt.com

RETENTION BASIN CONSTRUCTION

RETENTION BASIN CONSTRUCTION PROCEDURES AND THE OVERALL SEQUENCE OF SITE

CONSTRUCTION ARE TWO KEY FACTORS THAT CAN CONTROL THE EFFECTIVENESS OF RETENTION

BASINS. THE APPLICANT MUST DEMONSTRATE THAT THE DESIGN INFILTRATION RATE WILL BE MET AFTER CONSTRUCTION BY MINIMIZING SOIL COMPACTION DURING CONSTRUCTION AND MINIMIZING

THE AMOUNT OF SEDIMENT DEPOSITED INTO THE RETENTION BASIN.

BECAUSE STORMWATER MANAGEMENT SYSTEMS ARE REQUIRED TO BE CONSTRUCTED DURING THE

INITIAL PHASES OF SITE DEVELOPMENT, RETENTION BASINS ARE OFTEN EXPOSED TO POOR QUALITY

SURFACE RUNOFF. STORMWATER RUNOFF DURING CONSTRUCTION CONTAINS CONSIDERABLE

AMOUNTS OF SUSPENDED SOLIDS, ORGANICS, CLAYS, SILTS, TRASH AND OTHER

UNDESIRABLE MATERIALS. FOR EXAMPLE, THE SUBGRADE STABILIZATION MATERIAL USED DURING THE CONSTRUCTION OF ROADWAYS AND PAVEMENT AREAS TYPICALLY CONSISTS OF CLAYEY SAND

OR SOIL CEMENT. IF A STORM OCCURS WHEN THESE MATERIALS ARE EXPOSED (PRIOR TO

PLACEMENT OF THE ROADWAY WEARING SURFACE), CONSIDERABLE AMOUNTS OF

THESE MATERIALS END UP IN THE STORMWATER CONVEYANCE SYSTEM AND THE RETENTION BASIN, HINDERING INFILTRATION THROUGH THE SYSTEM. ANOTHER SOURCE OF FINE MATERIAL GENERATED

DURING CONSTRUCTION IS DISTURBED SURFACE SOIL

THAT CAN RELEASE LARGE QUANTITIES OF ORGANICS AND OTHER FINE PARTICLES. FINE PARTICLES OF CLAY, SILT, AND ORGANICS AT THE BOTTOM OF A RETENTION BASIN ALSO CREATE A POOR

INFILTRATING SURFACE.

THE FOLLOWING CONSTRUCTION PROCEDURES ARE REQUIRED TO AVOID DEGRADATION OF

RETENTION BASIN INFILTRATION CAPACITY DUE TO CONSTRUCTION PRACTICES:

1. THE LOCATION AND DIMENSIONS OF THE RETENTION BASIN WILL BE VERIFIED ONSITE PRIOR TO ITS

CONSTRUCTION. ALL DESIGN REQUIREMENTS INCLUDING RETENTION BASIN DIMENSIONS AND

DISTANCES TO FOUNDATIONS, SEPTIC SYSTEMS, WELLS, ETC., NEED TO BE VERIFIED.

2. THE LOCATION OF RETENTION BASINS WILL BE CLEARLY MARKED AT THE SITE TO PREVENT

UNNECESSARY VEHICULAR TRAFFIC ACROSS THE AREA CAUSING SOIL COMPACTION.

3. INITIALLY CONSTRUCT THE RETENTION BASIN BY EXCAVATING THE BASIN BOTTOM AND SIDES TO

APPROXIMATELY 12 INCHES ABOVE FINAL DESIGN GRADES.

4. EXCAVATION WILL BE DONE BY LIGHTWEIGHT EQUIPMENT TO MINIMIZE SOIL COMPACTION.

TRACKED, CLEATED EQUIPMENT DOES LESS SOIL COMPACTION THAN EQUIPMENT WITH TIRES.

5. AFTER THE WATERSHED AREA CONTRIBUTING TO THE BASIN HAS BEEN FULLY STABILIZED, THE

INTERIOR SIDE SLOPES AND BASIN BOTTOM WILL BE EXCAVATED TO FINAL DESIGN

SPECIFICATIONS. THE EXCESS SOIL AND UNDESIRABLE MATERIALMUST BE CAREFULLY EXCAVATED AND REMOVED FROM THE BASIN SO THAT ALL ACCUMULATED SILTS, CLAYS, ORGANICS,AND OTHER FINE SEDIMENT MATERIAL HAS BEEN REMOVED FROM THE POND AREA. THE EXCAVATED MATERIAL WILL BE DISPOSED OF IN A MANNER THAT ASSURES IT WILL NOT RE-ENTER THE RETENTION BASIN.

6. ONCE THE BASIN HAS BEEN EXCAVATED TO FINAL GRADE, THE ENTIRE BASIN BOTTOM MUST BE DEEP RAKED AND LOOSENED FOR OPTIMAL INFILTRATION. THE DEPTH TO BE RAKED IS DEPENDENT

ON THE TYPE, WEIGHT AND CONTACT PRESSURE OF THE CONSTRUCTION EQUIPMENT USED

DURING THE BULK EXCAVATION OF THE BASIN.

AN APPLICANT MAY PROPOSE ALTERNATIVE CONSTRUCTION PROCEDURES TO ASSURE THAT THE

DESIGN INFILTRATION RATE OF THE CONSTRUCTED AND STABILIZED RETENTION BASIN IS MET.

GENERAL NOTES -

SHEET 2

G-072

RAD

ACC

DES

OCTOBER 27, 2023

4625000-221000.01

BID DOCUMENTS

ST

. P

ET

E

C

LE

AR

W

AT

ER

IN

TE

R N

AT

IO

N

AL

A

IR

PO

R

T (P

IE

PA

VE

S

TR

AW

BE

R R

Y

LO

T

FA

IR

C H

IL

D

D R

IV

E

C

LE

AR

W

AT

ER

, F L

INSPECTIONS, OPERATION AND MAINTENANCE

MAINTENANCE ISSUES ASSOCIATED WITH RETENTION BASINS ARE RELATED TO CLOGGING OF THE POROUS SOILS, WHICH REDUCES OR PREVENTS INFILTRATION THEREBY SLOWING RECOVERY OF THE STORMWATER TREATMENT VOLUME AND OFTEN RESULTING IN STANDING WATER. SEDIMENTATION CAN CAUSE CLOGGING AND RESULTING SEALING OF THE BOTTOM OR SIDE SLOPE SOILS. IT CAN ALSO

OCCUR FROM EXCESSIVE LOADING OF OILS AND GREASES OR FROM EXCESSIVE ALGAL OR

MICROORGANISM GROWTH. STANDING WATER WITHIN A RETENTION BASIN CAN ALSO RESULT FROM AN ELEVATED HIGH WATER TABLE OR FROM GROUND WATER MOUNDING, BOTH OF WHICH CAN PRESENT

LONG-TERM OPERATIONAL ISSUES THAT MAY REQUIRE REDESIGN OF THE SYSTEM.

TO DETERMINE IF AN INFILTRATION SYSTEM IS PROPERLY FUNCTIONING OR WHETHER IT NEEDS MAINTENANCE REQUIRES THAT AN INSPECTION BE DONE WITHIN 72 HOURS AFTER A STORM. THE INSPECTION SHOULD DETERMINE IF THE RETENTION BASIN IS RECOVERING ITS STORAGE VOLUME WITHIN ITS PERMITTED TIME FRAMES, GENERALLY 24 TO 72 HOURS AFTER A STORM. IF THIS IS NOT OCCURRING AND THERE IS STANDING WATER, THEN THE CAUSE MUST BE DETERMINED, AND ACTIONS UNDERTAKEN BEGINNING WITH THOSE SPECIFIED IN THE SYSTEM'S OPERATION AND MAINTENANCE

PLAN.

1. INSPECTION ITEMS:

1.1. INSPECT BASIN FOR STORAGE VOLUME RECOVERY WITHIN THE PERMITTED TIME, GENERALLY

LESS THAN 72 HOURS. FAILURE TO PERCOLATE THE REQUIRED TREATMENT VOLUMES

INDICATES REDUCTION OF THE INFILTRATION RATE AND A NEED TO RESTORE SYSTEM

PERMEABILITY.

1.2. INSPECT AND MONITOR SEDIMENT ACCUMULATION ON THE BASIN BOTTOM OR INFLOW TO

PREVENT CLOGGING OF THE RETENTION BASIN OR THE INFLOW PIPES.

1.3. INSPECT VEGETATION OF BOTTOM AND SIDE SLOPES TO ASSURE IT IS HEALTHY, MAINTAINING

COVERAGE, AND THAT NO…