2026-06-15_Bid_Solid_Waste_Truck_Wash_Design_Drawings_SS.pdf

PDF 48 MB Posted Jun 30, 2026

Attached to: Solid Waste Truck Wash Replacement (Rebid)
Solicitation number: 23-0021-SW rebid
Issued by: Pinellas County, Florida

About this file

Written by GovTribe AI · Aug 3, 2026

This document comprises bid design drawings and specifications for Pinellas County, Florida's Solid Waste Truck Wash Replacement project, a rebid solicitation for the replacement of an existing manual truck wash pad with an automatic truck wash system. The project scope includes demolition of the current manual wash pad and associated equipment, installation of a new automatic truck wash system, and integration of electrical, potable water, and sanitary sewer infrastructure improvements. The contractor must provide two fixed project signs as described in the contract documents, with the final quantity determined at project initiation based on the contractor's submitted work schedule; any additional signs required due to scheduling adjustments must be provided at no additional cost to the county. The contract period allows 270 consecutive calendar days to substantial completion and 300 consecutive calendar days to final completion. Design drawings and detailed specifications were posted on June 30, 2026, with bids due by August 12, 2026.

Bidders must submit copies of a current Contractor License or Registration with the State of Florida and Pinellas County, if applicable, as part of their bid response. The solicitation documents do not specify an estimated contract value, identify an incumbent contractor, detail evaluation criteria, or provide pre-bid meeting information. As this is a rebid solicitation, the project represents a second round of competitive bidding following the initial solicitation.

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Other files

File	Type	Posted
Solid_Waste_Truck_Wash_Replacement_(Rebid)_(Addendum_#2_Revision).pdf	PDF	Jul 30, 2026
Addendum_2_Drawings.pdf	PDF	Jul 30, 2026
01014_Summary_of_Work_(Addendum_2).pdf	PDF	Jul 30, 2026
Solid_Waste_Truck_Wash_Replacement_(Rebid).pdf	PDF	Jul 1, 2026
2026-06-15_Bid_Solid_Waste_Truck_Wash_Design_Drawings_SS.pdf	PDF	Jun 30, 2026
Bid_Truck_Wash_Specifications_Section_IVA_2026-06-04_Signed.pdf	PDF	Jun 30, 2026

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E R

C U

V E

C S

X R

A I L R

O A

S U

N S

H I

L O G A N S T .

C A L U M E T S T .

S U N N Y D A L E B L V D .

C A L U M E T S T .

G E N T R Y S T .

R A N G E R D .

W E A V E R P A R K D R .

P A L M E T T O S T .

C H

City Project No. 23-0021-SW City Plan Set No. 2023019

CITY OFFICIALS

BRUCE RECTOR Mayor RYAN COTTON Councilmember MIKE MANNINO Councilmember DAVID ALLBRITTON Councilmember LINA TEIXEIRA Councilmember JENNIFER POIRRIER City Manager

TARA L. KIVETT, P.E.

City EnJineer

Approved For Construction

Date Approved

CITY ENGINEER TARA L. KIVETT, P.E. #

SOLID WASTE TRUCK

WASH REPLACEMENT

Project Location

COACHMAN

ISE

S.R. 580

EAV

GREENBRIAR

S R 584

S R

U .S

. 1

STVIRGINIA

MAIN

Y O

RDPOINTSUNSET MAIN ST

CURLEW RD

NORTHSIDE

U .S

. 1

S.R. 580EN

TER

NTRYSIDE

UNION ST

ENTERPRISE

M cM

S R 590

N. E.

STDREW

BRIDGE

BAYSIDE

S.R. 60

HARN

BLVD

U .S

. 1

N W

O O

LAKEVIEW RD

BELLEAIR RD

NURSERY RD

S.R.CHESTNUT

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STCLEVELAND

GULFSTCOURT

GULF TO

DRUID RD

DREW ST

SSTPALMETTOAL

SUNSET POINT RD

G' S

UNION ST

VIRGINIA ST

S GULFVIEW

BLVD

BAYMONT

ACACIA

ISLAND

S. R. 60

BAY

4921 Memorial Highway One Memorial Center, Suite 300

Tampa, Florida 33634 Phone: (813) 880-8881 www.Ardurra.com License #2610

BID DOCUMENTS

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before you dig.Call

C:\Users\Mgladbach\DC\ACCDocs\Ardurra, Inc\2024-0578-00\Project Files\03-Prod\03-Dwgs\C-GNCV.dwg jeremy.brown Text Box For

BID DOCUMENTS

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RECORD DRAWINGS

SURVEYED BY:

APPROVED BY:

REVIEWED BY:

PROJECT ENGINEER

DRAWN BY:

DATE

REVISION BY DATE

CALL 811

SHEET NO.:

CONTRACT NO.: DATE DRAWN:

SURVEYED BY:

APPROVED BY

HORIZ.

DRAWN BY:

VERT.

SCALE:DWG NAME: FIELD BOOK:

CHECKED BY:

DATE

JOB NO.:

INVESTIGATE BEFORE YOU EXCAVATE

SUNSHINE STATE

ONE CALL

OF FLORIDA

www.callsunshine.com

(800) 432-4770

MIN. 48 HOURS

BEFORE YOU EXCAVATE

CITY OF CLEARWATER, FLORIDA

PUBLIC WORKS DEPARTMENT

100 S. MYRTLE AVE.

CLEARWATER, FL 3375606/15/260 BID DOCUMENTS

CFK

G0.00A

C-GNAL.DWG

06/15/2026

MSC

2024-0578-00 CSA CFK

CHRISTOPHER F. KUZLER, P.E. 45534

4921 Memorial Highway One Memorial Center, Suite 300

Tampa, Florida 33634 Phone: (813) 880-8881 www.Ardurra.com License #2610

06/15/26

ARDURRA

4921 MEMORIAL HIGHWAY, SUITE 300,

TAMPA, FL 33634

(813) 880-8881

THE INDIVIDUAL ABOVE SHALL BE THE RESPONSIBLE ENGINEER

OF RECORD FOR THE FOLLOWING SHEETS INCLUDED HEREIN:

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY:

ON THE DATE ADJACENT TO THE SEAL

THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND

SEALED UNDER RULE 61G15-23.004, FAC.

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND

THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

GENERAL

G0.00 COVER

G0.01 ABBREVIATIONS, LEGEND AND INDEX SHEET

CIVIL

C1.00 EXISTING PROJECT SITE & DEMOLITION PLAN

C1.01 EXISTING PROJECT SITE AND DEMOLITION PLAN

C1.02 EXISTING MANUAL TRUCK WASH AREA DEMOLITION PLAN

C2.00 PROPOSED SITE PLAN

C2.00A PROPOSED SITE PLAN ADDITIVE ALTERNATE

C2.01 PROJECT SITE COORDINATE CONTROL PLAN

C2.02 TRAFFIC FLOW PLAN

C2.02A TRAFFIC FLOW PATTERN ADDITIVE ALTERNATE

C2.03 SIGNING AND PAVEMENT MARKING

C3.00 PROJECT SITE UTILITY PLAN

C3.00A PROJECT SITE UTILITY PLAN ADDITIVE ALTERNATE

C4.01 PROJECT AREA PAVING,GRADING AND DRAINAGE

C4.01A PROJECT AREA PAVING,GRADING AND DRAINAGE ADDITIVE ALTERNATE

C8.00 MISCELLANEOUS DETAILS (1)

C8.01 MISCELLANEOUS DETAILS (2)

C8.02 MISCELLANEOUS DETAILS (3)

C8.03 MISCELLANEOUS DETAILS (4)

C8.04 MISCELLANEOUS DETAILS (5)

C8.05 MISCELLANEOUS DETAILS (6)

MECHANICAL

D1.01 MANUAL TRUCK WASH AREA SITE PLAN

D1.02 PROCESS PIPING PLAN

D1.03 MANUAL TRUCK WASH AREA SECTION (1)

D1.04 MANUAL TRUCK WASH AREA SECTIONS (2)

D1.05 MANUAL TRUCK WASH AREA SECTIONS (3)

D1.06 MANUAL TRUCK WASH STRIPING AND BARRIER PLAN

D1.07 MANUAL TRUCK WASH BLDG FLOOR PLAN

D1.08 MANUAL TRUCK WASH BLDG SECTIONS

D2.01 AUTOMATIC TRUCK WASH BLDG FLOOR PLAN ADDITIVE ALTERNATE

D2.02 AUTOMATIC TRUCK WASH SECTION ADDITIVE ALTERNATE

D3.01 MECHANICAL DETAILS

TRAFFIC CONTROL

TC1.01 TRAFFIC CONTROL PLAN (1)

TC1.02 TRAFFIC CONTROL PLAN (2)

06/15/260 BID DOCUMENTS

STRUCTURAL

S0.00 GENERAL STRUCTURAL NOTES

S0.01 GENERAL STRUCTURAL NOTES

S1.01 MANUAL TRUCK WASH FOUNDATION SLAB PLAN

S1.02 MANUAL TRUCK WASH CATWALK FRAMING PLAN

S1.03 AUTOMATIC TRUCK WASH FOUNDATION SLAB PLAN

S2.01 CATWALK SECTIONS

S3.01 CONCRETE SECTIONS AND DETAILS

S4.01 CATWALK SECTIONS AND DETAILS

ELECTRICAL

E0.01 ELECTRICAL LEGEND

E0.02 ELECTRICAL NOTES

E0.03 PROPOSED ONE-LINE DIAGRAM

E0.04 ELECTRICAL OVERALL SITE PLAN

E0.04A ELECTRICAL OVERALL SITE PLAN ADDITIVE ALTERNATE

E1.01 ENLARGED ELECTRICAL VIEW MANUAL TRUCK WASH ROOM

E1.02 MANUAL TRUCK WASH ROOM DEMO PHOTOS

E1.03 ENLARGED ELECTRICAL VIEW MANUAL TRUCK WASH BAY

E2.01 ENLARGED ELECTRICAL POWER VIEW AUTOMATIC TRUCK WASH

E2.02 ENLARGED ELECTRICAL VIEW CONTROLS AUTOMATIC TRUCK WASH

E3.01 PROPOSED ELECTRICAL SCHEDULES I

E3.02 PROPOSED ELECTRICAL SCHEDULES II

E8.01 ELECTRICAL GROUNDING DETAILS I

E8.02 ELECTRICAL GROUNDING DETAILS II

E8.03 ELECTRICAL STANDARD DETAILS I

E8.04 ELECTRICAL STANDARD DETAILS II

HVAC

H0.00 HVAC NOTES, LEGENDS

H1.00 HVAC PLANS

BSA LIFESTRUCTURES, INC.

2609 W. DE LEON STREET

TAMPA, FL 33609

(813) 874-9494

ENGINEERING LICENSE: TBD

ARDURRA

4921 MEMORIAL HIGHWAY, SUITE 300,

TAMPA, FL 33634

(813) 880-8881

THE INDIVIDUAL ABOVE SHALL BE THE RESPONSIBLE ENGINEER

OF RECORD FOR THE FOLLOWING SHEETS INCLUDED HEREIN:

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY:

ON THE DATE ADJACENT TO THE SEAL

THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND

SEALED UNDER RULE 61G15-23.004, FAC.

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND

THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

ARDURRA

4921 MEMORIAL HIGHWAY, SUITE 300,

TAMPA, FL 33634

(813) 880-8881

THE INDIVIDUAL ABOVE SHALL BE THE RESPONSIBLE ENGINEER

OF RECORD FOR THE FOLLOWING SHEETS INCLUDED HEREIN:

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY:

ON THE DATE ADJACENT TO THE SEAL

THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND

SEALED UNDER RULE 61G15-23.004, FAC.

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND

THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

THE INDIVIDUAL ABOVE SHALL BE THE RESPONSIBLE ENGINEER

OF RECORD FOR THE FOLLOWING SHEETS INCLUDED HEREIN:

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY:

ON THE DATE ADJACENT TO THE SEAL

THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND

SEALED UNDER RULE 61G15-23.004, FAC.

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND

THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

BSA LIFESTRUCTURES, INC.

2609 W. DE LEON STREET

TAMPA, FL 33609

(813) 874-9494

ENGINEERING LICENSE: TBD

THE INDIVIDUAL ABOVE SHALL BE THE RESPONSIBLE ENGINEER

OF RECORD FOR THE FOLLOWING SHEETS INCLUDED HEREIN:

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY:

ON THE DATE ADJACENT TO THE SEAL

THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND

SEALED UNDER RULE 61G15-23.004, FAC.

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND

THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

PLUMBING

P0.01 LEGENDS AND GENERAL NOTES

P1.00 PLUMBING DEMOLITION AND NEW CONSTRUCTION PLANS

P2.00 PLUMBING DETAILS

P2.01 PLUMBING DETAILS

P2.02 PLUMBING DETAILS

C:\Users\Mgladbach\DC\ACCDocs\Ardurra, Inc\2024-0578-00\Project Files\03-Prod\03-Dwgs\C-GNAL.dwg

G0.02 GENERAL NOTES

G0.03 MANUAL TRUCK WASH PROCESS FLOW DIAGRAM

G0.04 STORMWATER POLLUTION PREVENTION PLAN

G0.05 WORK ZONE AND ACCESSIBILITY PLAN

ADDITIVE ALTERNATE

ABBREVIATIONS

AC ASBESTOS CEMENT

AE APPROVED EQUAL

APP APPARENT

APPROX APPROXIMATE

ASPH ASPHALT

ASSY ASSEMBLY

AVE AVENUE

BE BURIED ELECTRIC

BFD BACK FLOW PREVENTER DEVICE

BLDG BUILDING

BLVD BOULEVARD

BM BENCH MARK

BOC BACK OF CURB

BT BURIED TELEPHONE

CB CATCH BASIN

CI CAST IRON

CL OR C L CENTER LINE

CM CONCRETE MONUMENT

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CO CLEANOUT

CONC CONCRETE

CONST CONSTRUCTION

CORR CORRUGATED

CPLG COUPLING

DI DUCTILE IRON

DIA DIAMETER

DIM DIMENSION

DIP DUCTILE IRON PIPE

DWG DRAWING

E EAST OR EASTING

EA EACH

ELEC ELECTRIC OR ELECTRICAL

EL OR ELEV ELEVATION

EOP EDGE OF PAVEMENT

EX OR EXIST EXISTING

EXP EXPANSION

FDOT FLORIDA DEPT. OF TRANSPORTATION

FHA FIRE HYDRANT ASSEMBLY

FIR FOUND IRON ROD

FIRC FOUND IRON ROD WITH CAP

FM FORCE MAIN

FND, FN&D FOUND NAIL & DISK

FOC FIBER OPTIC CABLE

FT FEET

GRD GRADE

GS GROUND SHOT

GSP GALVANIZED STEEL PIPE

GV GATE VALVE

HDD HORIZONTAL DIRECTIONAL DRILL

HDPE HIGH DENSITY POLYETHYLENE

HDWL HEADWALL

HORIZ HORIZONTAL

ID INSIDE DIAMETER

IN INCH

INV OR IE INVERT (ELEVATION)

IR IRON ROD

IWSC IRRIGATION SERVICE CONNECTION

IV IRRIGATION VALVE

MAX MAXIMUM

MJ MECHANICAL JOINT

MIN MINIMUM

MOD MODIFIED

N NORTH OR NORTHING

NIC NOT IN CONTRACT

NTS NOT TO SCALE

NO OR # NUMBER

O/AE OR APPROVED EQUAL

O/S OFFSET

OD OUTSIDE DIAMETER

O R BOOK OFFICIAL RECORD BOOK

PVMT PAVEMENT

PL PLATE OR PLACE OR PROPERTY LINE

PNT OR PT POINT

PC POINT OF CURVATURE

PI POINT OF INTERSECTION

PSM PROFESSIONAL SURVEYOR & MAPPER

PVI POINT OF VERTICAL INTERSECTION

PT POINT OF TANGENCY

PVC POLYVINYL CHLORIDE

PP POWER POLE

PROP PROPOSED

R RADIUS

RWM RAW WATER MAIN

RCW RECLAIMED WATER

RD ROAD

RP RADIUS POINT

RED REDUCER

RCP REINFORCED CONCRETE PIPE

REQD REQUIRED

RT RIGHT

R/W RIGHT-OF-WAY

RWGV RESILIENT WEDGE GATE VALVE

SAN SANITARY (SEWER)

SCH SCHEDULE

SCP SURVEY CONTROL POINT

SHT SHEET

SIR SET IRON ROD

SIRC SET IRON ROD AND CAP

SMH SANITARY MANHOLE

S/W SIDEWALK

SPECS SPECIFICATIONS

SS STAINLESS STEEL OR SHORT SIDE OR SAN SEWER

ST STREET

STD STANDARD

STA STATION

STM STORM

TEL TELEPHONE

TEMP TEMPORARY

TOC TOP OF CONCRETE

TRV SURVEY TRAVERSE POINT

TS TRAFFIC SIGN

TS&V TAPPING SLEEVE AND VALVE

TYP TYPICAL

UD UNDERDRAIN

UG UNDER GROUND

WS WATER SERVICE

WSC WATER SERVICE CONNECTION

WM WATER MAIN

DETAIL A

SECTION 3

A M12

M11

VAR

F.I.R.

F.I.P.

S.I.R.

F.I.R.C.

F.N.&D.

LEGEND

FM FM

SAN

FOC

BE BE

CTV

GAS

STM

OHW

= TELEPHONE UTILITY BOX

= EXISTING FIRE HYDRANT

= UTILITY POLE

= LIGHT POLE

= UTILITY & LIGHT POLE

= GUY POLE

= GUY WIRE

= ELECTRIC TRANSFORMER

= UNDERGROUND GAS LINE MARKER

= TRAFFIC SIGNAL UTILITY BOX

= TRAFFIC SIGNAL POLE

= PROPOSED ASPHALT PAVEMENT

= EX. WATER SERVICE CONNECTION

= IRRIGATION SERVICE CONNECTION

= GRATE INLET

= MAILBOX

= STORM SEWER CLEAN OUT, PIPE & MANHOLE

= FOUND IRON ROD (SIZE AND IDENTIFICATION IF SHOWN)

= FOUND IRON ROD WITH CAP (SIZE AND IDENTIFICATION IF SHOWN)

= FOUND NAIL & DISK (TYPE AND IDENTIFICATION IF SHOWN)

= FOUND IRON PIPE (SIZE AND IDENTIFICATION IF SHOWN)

= SET 1/2" IRON ROD & CAP L.B.#2610

= RIGHT OF WAY LINE

= PROPERTY LINE

= JURISDICTIONAL LINE

= EDGE OF PAVEMENT

= CHAIN-LINK FENCE

= EXISTING WATER MAIN

= EXISTING FORCE MAIN

= EXISTING SANITARY SEWER

= EXISTING STORM SEWER

= EXISTING UNDERDRAIN

= EXISTING BURIED TELEPHONE

= EXISTING BURIED FIBER OPTIC CABLE

= EXISTING BURIED ELECTRIC

= EXISTING BURIED CABLE TV

= EXISTING GAS MAIN

= EXISTING OVERHEAD UTILITY LINE

= PROPOSED WATER MAIN

= PROPOSED WATER SERVCE

= PROPOSED SANITARY SEWER

= PROPOSED SANITARY FORCEMAIN

= SILT FENCE

= TREE BARRICADE

= PROPOSED FHA

= CHLORINATION POINT

= SAMPLE POINT

= BACKFLOW PREVENTER

= TEMPORARY BLOW OFF

= PROPOSED WATER METER BOX

= EXISTING WATER METER BOX

= PROPOSED SANITARY MANHOLE

= EXISTING SANITARY MANHOLE

= CONCRETE / DRIVEWAY / SIDEWALK TO BE REMOVED & REPLACED

= EXISTING BOLLARDS

= WATER SERVICE CONNECTION

= PROPOSED SS CLEANOUT

= EXISTING SS CLEANOUT

= BORE

= MONITORING WELL

WSC

BORE X-#

EL=X.X'

BFP

TARGET INDICATORS

SECTION TITLE TARGET

DETAIL TITLE TARGET

SECTION & DETAIL TARGET

SECTION DESIGNATION

SHEET ON WHICH

SECTION IS CUT

DETAIL DESIGNATION

SHEET ON WHICH

DETAIL IS INDICATED

SHOWN ON

VARIOUS SHEETS

SECTION DESIGNATION

SHEET ON WHICH

SECTION IS DRAWN DETAIL DESIGNATION

SHEET ON WHICH

DETAIL IS DRAWN

BID DOCUMENTS

Ju ne

2, C

U se rs

\M gl ad ba ch \D

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RECORD DRAWINGS

SURVEYED BY:

APPROVED BY:

REVIEWED BY:

PROJECT ENGINEER

DRAWN BY:

DATE

REVISION BY DATE

CALL 811

SHEET NO.:

CONTRACT NO.: DATE DRAWN:

SURVEYED BY:

APPROVED BY

HORIZ.

DRAWN BY:

VERT.

SCALE:DWG NAME: FIELD BOOK:

CHECKED BY:

DATE

JOB NO.:

INVESTIGATE BEFORE YOU EXCAVATE

SUNSHINE STATE

ONE CALL

OF FLORIDA

www.callsunshine.com

(800) 432-4770

MIN. 48 HOURS

BEFORE YOU EXCAVATE

CITY OF CLEARWATER, FLORIDA

PUBLIC WORKS DEPARTMENT

CLEARWATER, FL 3375606/15/260 BID DOCUMENTS

G0.01

06/15/2026

MSC

Tampa, Florida 33634 Phone: (813) 880-8881

Sheet List Table Sheet Number Sheet Title

GENERAL

G0.00 COVER

G0.00A SIGNATURE SHEET

G0.01 ABBREVIATIONS, LEGEND AND INDEX SHEET

G0.02 GENERAL NOTES

G0.03 MANUAL TRUCK WASH PROCESS FLOW DIAGRAM

G0.04 STORMWATER POLLUTION PREVENTION PLAN

G0.05 WORK ZONE AND ACCESSIBILITY PLAN

CIVIL

C1.00 EXISTING PROJECT SITE & DEMOLITION PLAN

C1.01 EXISTING PROJECT SITE AND DEMOLITION PLAN

C1.02 EXISTING MANUAL TRUCK WASH AREA DEMOLITION PLAN

C2.00 PROPOSED SITE PLAN

C2.00A PROPOSED SITE PLAN ADDITIVE ALTERNATE

C2.01 PROJECT SITE COORDINATE CONTROL PLAN

C2.02 TRAFFIC FLOW PLAN

C2.02A TRAFFIC FLOW PATTERN ADDITIVE ALTERNATE

C2.03 SIGNING AND PAVEMENT MARKING

C3.00 PROJECT SITE UTILITY PLAN

C3.00A PROJECT SITE UTILITY PLAN ADDITIVE ALTERNATE

C4.01 PROJECT AREA PAVING,GRADING AND DRAINAGE

C4.01A PROJECT AREA PAVING,GRADING AND DRAINAGE ADDITIVE ALTERNATE

C8.00 MISCELLANEOUS DETAILS (1)

C8.01 MISCELLANEOUS DETAILS (2)

C8.02 MISCELLANEOUS DETAILS (3)

C8.03 MISCELLANEOUS DETAILS (4)

C8.04 MISCELLANEOUS DETAILS (5)

C8.05 MISCELLANEOUS DETAILS (6)

STRUCTURAL

S0.00 GENERAL STRUCTURAL NOTES

S0.01 GENERAL STRUCTURAL NOTES

S1.01 MANUAL TRUCK WASH FOUNDATION SLAB PLAN

S1.02 MANUAL TRUCK WASH CATWALK FRAMING PLAN

S1.03 AUTOMATIC TRUCK WASH FOUNDATION SLAB PLAN

S2.01 CATWALK SECTIONS

S3.01 CONCRETE SECTIONS AND DETAILS

S4.01 CATWALK SECTIONS AND DETAILS

MECHANICAL

D1.01 MANUAL TRUCK WASH AREA SITE PLAN

D1.02 PROCESS PIPING PLAN

D1.03 MANUAL TRUCK WASH AREA SECTION (1)

D1.04 MANUAL TRUCK WASH AREA SECTIONS (2)

D1.05 MANUAL TRUCK WASH AREA SECTIONS (3)

D1.06 MANUAL TRUCK WASH STRIPING AND BARRIER PLAN

D1.07 MANUAL TRUCK WASH BLDG FLOOR PLAN

D1.08 MANUAL TRUCK WASH BLDG SECTIONS

D2.01 AUTOMATIC TRUCK WASH BLDG FLOOR PLAN ADDITIVE ALTERNATE

D2.02 AUTOMATIC TRUCK WASH SECTION ADDITIVE ALTERNATE

D3.01 MECHANICAL DETAILS

HVAC

H0.00 HVAC NOTES, LEGENDS

H1.00 HVAC PLANS

PLUMBING

P0.01 LEGENDS AND GENERAL NOTES

P1.00 PLUMBING DEMOLITION AND NEW CONSTRUCTION PLANS

P2.00 PLUMBING DETAILS

P2.01 PLUMBING DETAILS

P2.02 PLUMBING DETAILS

ELECTRICAL

E0.01 ELECTRICAL LEGEND

E0.02 ELECTRICAL NOTES

E0.03 PROPOSED ONE-LINE DIAGRAM

E0.04 ELECTRICAL OVERALL SITE PLAN

E0.04A ELECTRICAL OVERALL SITE PLAN ADDITIVE ALTERNATE

E1.01 ENLARGED ELECTRICAL VIEW MANUAL TRUCK WASH ROOM

E1.02 MANUAL TRUCK WASH ROOM DEMO PHOTOS

E1.03 ENLARGED ELECTRICAL VIEW MANUAL TRUCK WASH BAY

E2.01 ENLARGED ELECTRICAL POWER VIEW AUTOMATIC TRUCK WASH

E2.02 ENLARGED ELECTRICAL VIEW CONTROLS AUTOMATIC TRUCK WASH

E3.01 PROPOSED ELECTRICAL SCHEDULES I

E3.02 PROPOSED ELECTRICAL SCHEDULES II

E8.01 ELECTRICAL GROUNDING DETAILS I

E8.02 ELECTRICAL GROUNDING DETAILS II

E8.03 ELECTRICAL STANDARD DETAILS I

E8.04 ELECTRICAL STANDARD DETAILS II

TRAFFIC CONTROL

TC1.01 TRAFFIC CONTROL PLAN (1)

TC1.02 TRAFFIC CONTROL PLAN (2)

C:\Users\Mgladbach\DC\ACCDocs\Ardurra, Inc\2024-0578-00\Project Files\03-Prod\03-Dwgs\C-GNAL.dwg

ADDITIVE ALTERNATE

MAN

GENERAL UTILITY NOTES

1. THE INFORMATION PROVIDED IN THESE PLANS IS SOLELY TO ASSIST THE CONTRACTOR IN ASSESSING THE NATURE AND EXTENT OF CONDITIONS WHICH WILL BE ENCOUNTERED DURING THE COURSE OF THE WORK. THE CONTRACTOR IS DIRECTED, PRIOR TO CONSTRUCTION TO CONDUCT WHATEVER INVESTIGATIONS THEY DEEM NECESSARY TO ARRIVE AT THEIR OWN CONCLUSIONS

REGARDING THE ACTUAL CONDITIONS THAT WILL BE ENCOUNTERED.

2. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY TO REPORT ANY CONFLICTS BETWEEN WHAT IS SHOWN HEREIN

AND ACTUAL CONDITIONS DISCOVERED DURING CONSTRUCTION.

3. ALL DISTURBED AREAS SHALL BE SODDED AS INDICATED IN THE DRAWINGS, UNLESS OTHERWISE NOTED, AFTER REGRADING.

4. FINISHED GRADE FOR GROUND ELEVATIONS ON DRAWINGS REFER TO GRADE AFTER SODDING AND WEAR SURFACE

CONSTRUCTION.

5. ALL SURVEY DRAWINGS WERE FURNISHED BY THE CITY OF CLEARWATER. SCALES ARE FOR REFERENCE PURPOSES ONLY.

CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO ORDERING ANY MATERIALS OR EQUIPMENT.

6. THE CONVERSION FROM NAVD 1988 TO NGVD 1929 (NATIONAL GEODETIC VERTICAL DATUM) IS: NAVD 1988 = (NGVD 1929) -

0.90 FT.

7. CITY OF CLEARWATER BENCHMARK "H-11A", EAST SIDE OF ROAD AT 1603 N. HERCULES AVENUE, ON STORM CURB INLET.

LOCATED AT NORTHING:1326517.75, EASTING: 412649.87, ELEVATION: 64.223

8. LAST DATE OF FIELD SURVEY: 2/21/14

CITY OF CLEARWATER STANDARD NOTES

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, SEE SPECIFICATION 01030.

5. 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.

6. 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.

7. THE CONTRACTOR SHALL CONTACT THE CITY'S ENGINEERING REPRESENTATIVE IMMEDIATELY CONCERNING ANY CONFLICTS

ARISING DURING CONSTRUCTION.

8. ALL CONSTRUCTION ACTIVITIES MUST CONFORM TO THE LOCAL NOISE ORDINANCE.

9. HOURS OF WORK SHALL BE IN ACCORDANCE WITH THE LOCAL GOVERNMENTAL AGENCY.

10. 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.

11. 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”.

12. 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.

13. 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.

14. 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 THE STORMWATER POND.

15. ALL NEW UTILITIES SHALL BE INSTALLED WITH THE MINIMUM THIRTY SIX (36) INCHES OF COVER.

16. WHERE UTILITIES CROSS THE LOWEST PIPE SHALL BE INSTALLED FIRST.

17. 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.

18. 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.

19. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI (28-DAY STRENGTH), UNLESS OTHERWISE

NOTED ON DRAWINGS OR AS SPECIFIED.

20. 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.

21. MATERIALS INTERFERING WITH CONSTRUCTION SHALL BE DISPOSED OF AS DIRECTED BY THE CITY'S ENGINEERING

REPRESENTATIVE, UNLESS OTHERWISE NOTED ON PLANS.

22. 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. SEE SPECIFICATION 01030 REGARDING

CONTAMINATED SOIL.

23. ALL DISTURBED LANDSCAPED AND/OR GRASSED AREAS SHALL BE RESTORED UNIFORMLY AND BE GENERALLY AT THE SAME

ELEVATION AS EXISTING GRADES.

24. ALL DISTURBED AREAS SHALL BE REPLACED WITHIN FIFTEEN (15) DAYS TO A CONDITION EQUAL TO OR BETTER THAN EXISTING

CONDITIONS.

25. THE CONTRACTOR SHALL MAINTAIN AN ACCURATE SET OF MARKED-UP DRAWINGS (AS-BUILTS) AT THE CONSTRUCTION SITE.

26. A CCTV INSPECTION OF THE NEW SEWER SYSTEM IN DIGITAL FORMAT UTILIZING THE INDUSTRY STANDARD PIPELINE ASSESSMENT AND CERTIFICATION PROGRAM (PACP) CODING SYSTEM SHALL BE PROVIDED TO THE CITY. THE VIDEO SHALL BE TAKEN PRIOR TO PLACING THE NEW SEWER SYSTEM INTO SERVICE. DATA WILL BE COLLECTED UTILIZING CUES GRANITE

SOFTWARE.

27. THE BOTTOM TRENCH WIDTH IN AN UNSUPPORTED TRENCH SHALL BE LIMITED TO THE MINIMUM PRACTICABLE WIDTH ALLOWING WORKING SPACE TO PLACE AND COMPACT THE HUNCHING 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.

28. 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.

29. 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.

30. THE CONTRACTOR SHALL PROTECT PRIVATE PROPERTY.

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.

BID DOCUMENTS

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RECORD DRAWINGS

SURVEYED BY:

APPROVED BY:

REVIEWED BY:

PROJECT ENGINEER

DRAWN BY:

DATE

REVISION BY DATE

CALL 811

SHEET NO.:

CONTRACT NO.: DATE DRAWN:

SURVEYED BY:

APPROVED BY

HORIZ.

DRAWN BY:

VERT.

SCALE:DWG NAME: FIELD BOOK:

CHECKED BY:

DATE

JOB NO.:

INVESTIGATE BEFORE YOU EXCAVATE

SUNSHINE STATE

ONE CALL

OF FLORIDA

www.callsunshine.com

(800) 432-4770

MIN. 48 HOURS

BEFORE YOU EXCAVATE

G0.02

06/15/2026

MSC

Tampa, Florida 33634 Phone: (813) 880-8881

CITY OF CLEARWATER, FLORIDA

PUBLIC WORKS DEPARTMENT

100 S. MYRTLE AVE.

CLEARWATER, FL 33756

C:\Users\Mgladbach\DC\ACCDocs\Ardurra, Inc\2024-0578-00\Project Files\03-Prod\03-Dwgs\C-GNAL.dwg

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CATWALK

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BID DOCUMENTS

RECORD DRAWINGS

SURVEYED BY:

APPROVED BY:

REVIEWED BY:

PROJECT ENGINEER

DRAWN BY:

DATE

REVISION BY DATE

CALL 811

SHEET NO.:

CONTRACT NO.: DATE DRAWN:

SURVEYED BY:

APPROVED BY

HORIZ.

DRAWN BY:

VERT.

SCALE:DWG NAME: FIELD BOOK:

CHECKED BY:

DATE

JOB NO.:

INVESTIGATE BEFORE YOU EXCAVATE

SUNSHINE STATE

ONE CALL

OF FLORIDA

www.callsunshine.com

(800) 432-4770

MIN. 48 HOURS

G0.03

One Memorial Center, Suite 300

Tampa, Florida 33634 Phone: (813) 880-8881 www.Ardurra.com

C-PID.DWG

06/15/2026

06/15/26 MSC

2, C

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CITY OF CLEARWATER, FLORIDA

PUBLIC WORKS DEPARTMENT

100 S. MYRTLE AVE.

C:\Users\Mgladbach\DC\ACCDocs\Ardurra, Inc\2024-0578-00\Project Files\03-Prod\03-Dwgs\C-PID.dwg

SIGNATURE

THE STORM WATER POLLUTION PREVENTION PLAN REFLECTS THE SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT'S (SWFWMD) REQUIREMENTS FOR STORM WATER MANAGEMENT AND EROSION AND SEDIMENT CONTROL, AS ESTABLISHED BY THE FLORIDA ADMINISTRATIVE CODE, CHAPTER 40D-4 AND 40D-40. TO ENSURE COMPLIANCE, THIS PLAN WAS PREPARED IN ACCORDANCE WITH SWFWMD'S "BASIS OF REVIEW FOR SURFACE WATER MANAGEMENT PERMIT APPLICATIONS WITHIN THE SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT." THIS PLAN ALSO REFLECTS THE REQUIREMENTS OF THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION FOR WORK IN BRANCH 6.

AS INDICATED IN THE SEQUENCE OF MAJOR ACTIVITIES, STAKED SILT BARRIERS, STABILIZED CONSTRUCTION ENTRANCES AND SEDIMENT BASINS WILL BE CONSTRUCTED PRIOR TO CLEARING OR GRADING OF ANY OTHER PORTIONS OF THE SITE. AREAS WHERE CONSTRUCTION ACTIVITY TEMPORARILY CEASES FOR MORE THAN 21 DAYS WILL BE STABILIZED WITH A TEMPORARY GRASS AND MULCH WITHIN 5 DAYS OF THE LAST DISTURBANCE. ONCE CONSTRUCTED ACTIVITY CEASES PERMANENTLY IN THAT AREA, THAT AREA WILL BE RESTORED TO PRECONSTRUCTION CONDITIONS AFTER THE ENTIRE SITE IS STABILIZED, THE ACCUMULATED SEDIMENT WILL BE REMOVED FROM THE TRAPS AND THE STAKED SILT

BARRIERS WILL BE REMOVED.

DESCRIPTION OF NATURE OF CONSTRUCTION ACTIVITY

REPLACEMENT OF MANUAL TRUCK WASH AND INSTALLATION OF MANUAL TRUCK WASH. INSTALLATION OF APPROXIMATELY 507 LF OF 8-INCH SANITARY

SEWER, 923 LF OF 6-INCH WATER MAIN AND 923 LF OF 4-INCH RECLAIMED WATER MAIN.

SOIL DISTURBING ACTIVITIES INCLUDE:

EROSION CONTROL MEASURES, PIPE TRENCH EXCAVATION AND BACKFILL, PAVEMENT REPLACEMENT AND GRADING, AND PREPARATION FOR FINAL, SODDING, SEED & MULCHING AND HYDRO-SEEDING.

RUNOFF COEFFICIENT: N/A

SITE AREA: 11 AC

SEQUENCE OF MAJOR ACTIVITIES:

1. INSTALL SILT FENCE AS REQUIRED

2. EXCAVATE PIPE TRENCHES

3. STOCK PILE TOP SOIL IF REQUIRED

4. STABILIZE DENUDED AREAS AND STOCKPILES AS SOON AS PRACTICABLE.

5. INSTALL UTILITIES

6. COMPLETE GRADING AND INSTALL PERMANENT SODDING/SEED & MULCHING/HYDRO-SEEDING

7. COMPLETE FINAL PAVING AND GRADING

8. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED, REMOVE ANY TEMPORARY CONTROLS.

WIND EROSION STABILIZATION: THE CONTRACTOR SHALL DENUDE ONLY AREAS WHERE IT IS EXPECTED TO BE EXCAVATED OR ALTERED WITHIN A TWO (2) WEEK TIME-FRAME. FINAL GRADES SHALL BE PERFORMED AND TEMPORARY OR PERMANENT SOIL STABILIZATION SHALL BE APPLIED. AREAS WHERE CONSTRUCTION OPERATIONS WILL BE CONTINUOUS, FUGITIVE DUST SHALL BE MANAGED BY APPLYING A WATER SPRAY TO SATURATE THE SURFACE SOILS ON A DAILY BASIS, OR AS NEEDED TO MAINTAIN MINIMAL DUST TRANSPORT. FUGITIVE DUST SHALL BE MONITORED CONTINUOUSLY AND ADDITIONAL MEASURES MAY NEED TO BE TAKEN TO CONTROL OFF-SITE TRANSPORT OF

UNACCEPTABLE LEVELS OF DUST.

TEMPORARY STABILIZATION: TOP SOIL STOCK PILES AND DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY TEMPORARILY CEASES FOR AT LEAST 10 DAYS WILL BE STABILIZED WITH TEMPORARY GRASS AND MULCH NO LATER THAN 5 DAYS FROM THE LAST CONSTRUCTION ACTIVITY. GRASS SEED SHALL BE A MIXTURE OF 20 PARTS OF BERMUDA SEED AND 80 PARTS OF PENSACOLA BAHIA. THE SEPARATE TYPES OF SEED USED SHALL BE THOROUGHLY DRY MIXED IMMEDIATELY BEFORE SOWING. SEED WHICH HAS BECOME WET SHALL NOT BE USED. THE MULCH MATERIAL USED SHALL NORMALLY BE DRY MULCH. DRY MULCH SHALL BE STRAW OR HAY, CONSISTING OF OAT, RYE OR WHEAT STRAW, OR OF PANGOLA, PEANUT, COASTAL BERMUDA OR BAHIA GRASS HAY. ONLY UNDETERIORATED MULCH WHICH CAN BE READILY CUT INTO THE SOIL SHALL BE USED. AREAS OF THE SITE WHICH ARE TO BE PAVED WILL

BE TEMPORARILY STABILIZED BY APPLYING STABILIZATION AND BASE.

PERMANENT STABILIZATION: DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES PERMANENTLY CEASES SHALL BE STABILIZED AND RESTORED TO PRECONSTRUCTION CONDITIONS NO LATER THAN 5 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY.

STAKED SILT FENCES: THE STAKED SILT FENCES WILL BE CONSTRUCTED ALONG THE PERIMETER AS PREVIOUSLY EXPLAINED. THESE DEVICES

WILL FILTER RUNOFF AND/OR DIVERT RUNOFF TO THE SEDIMENT BASINS (IF NEEDED).

SEDIMENT BASINS: IF NEEDED, SEDIMENT BASINS WILL BE CONSTRUCTED TO A MINIMUM OF 2' BELOW EXISTING GROUND AT THE CONTRACTORS DISCRETION TO ALLOW SILTS TO BE COLLECTED AND REMOVED. EACH BASIN SHALL HAVE SIDE SLOPES NO STEEPER THAN

4:1 AND BE STABILIZED PRIOR TO USE.

STORM WATER DRAINAGE WILL BE PROVIDED BY SWALE, TEMPORARY AND SEDIMENT BASINS, AS NEEDED. SWALES TO BE SODDED AND INCLUDE CHECK DAMS, RIP RAP, HAY BALES OR OTHER CONTROLS TO CONTROL RUNOFF VELOCITY AND TRANSPORT OF SEDIMENT. WHEN CONSTRUCTION IS COMPLETE THE IMPROVED PORTION OF THE SITE WILL DRAIN AS IT DID PRIOR TO THE UTILITY INSTALLATION.

WASTE MATERIALS: ALL WASTE MATERIAL WILL BE COLLECTED AND STORED IN DUMPSTERS. ALL TRASH AND CONSTRUCTION DEBRIS FROM THE SITE WILL BE DEPOSITED IN THE DUMPSTERS. THE DUMPSTERS WILL BE EMPTIED A MINIMUM OF ONCE A WEEK OR MORE OFTEN IF NECESSARY, AND THE TRASH WILL BE HAULED TO A REGISTERED LANDFILL FOR DISPOSAL. NO EXCESS CONSTRUCTION MATERIALS WILL BE BURIED ON-SITE. ALL PERSONNEL WILL BE INSTRUCTED REGARDING THE CORRECT PROCEDURE FOR WASTE DISPOSAL. NOTICES STATING THESE PRACTICES WILL BE POSTED IN THE ON-SITE OFFICE TRAILER AND THE CONSTRUCTION MANGER RESPONSIBLE FOR THE DAY-TO-DAY SITE OPERATIONS, WILL BE RESPONSIBLE FOR SEEING THAT THESE PROCEDURES ARE FOLLOWED.

HAZARDOUS WASTE: ALL HAZARDOUS WASTE MATERIALS, IF ENCOUNTERED, WILL BE DISPOSED OF IN THE MANNER SPECIFIED BY LOCAL OR STATE REGULATIONS. THE CONTRACTOR WILL BE RESPONSIBLE FOR SEEING THAT THESE PRACTICES ARE FOLLOWED.

SANITARY WASTE: ALL SANITARY WASTE WILL BE COLLECTED FROM PORTABLE UNITS A MINIMUM OF THREE TIMES PER WEEK BY A

LICENSED SANITARY WASTE MANAGEMENT CONTRACTOR, AS REQUIRED BY LOCAL REGULATION.

THE PAVED STREETS WILL BE CLEANED AS NEEDED TO REMOVE ANY EXCESS MUD, DIRT OR ROCK TRACKED FROM/TO THE SITE. DUMP TRUCKS HAULING MATERIAL FROM OR TO THE SITE WILL BE COVERED WITH A TARPAULIN AT ALL TIMES.

THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT WILL BE USED TO REDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL

EXPOSURE OF MATERIALS AND SUBSTANCES TO STORM WATER RUNOFF.

GOOD HOUSEKEEPING:

THE FOLLOWING GOOD HOUSEKEEPING PRACTICES SHALL BE FOLLOWED ON-SITE DURING THE CONSTRUCTION PROJECT.

AN EFFORT SHALL BE MADE TO STORE ONLY ENOUGH PRODUCT REQUIRED TO DO THE JOB. ALL MATERIALS STORED ON-SITE SHALL BE STORED IN A NEAT, ORDERLY MANNER IN THEIR APPROPRIATE CONTAINERS AND, IF POSSIBLE, UNDER A ROOF OR OTHER CONTAINED ENCLOSURE. PRODUCTS SHALL BE KEPT IN THEIR ORIGINAL MANUFACTURER'S LABELED CONTAINERS. SUBSTANCES SHALL NOT BE MIXED WITH ONE ANOTHER UNLESS RECOMMENDED BY THE MANUFACTURER. WHENEVER POSSIBLE, ALL OF A PRODUCT SHALL BE USED UP BEFORE DISPOSING OF THE CONTAINER.

MANUFACTURERS' RECOMMENDATIONS FOR PROPER USE AND DISPOSAL SHALL BE FOLLOWED. THE SITE SUPERINTENDENT SHALL INSPECT DAILY

TO ENSURE PROPER USE AND DISPOSAL OF MATERIALS ON-SITE.

HAZARDOUS PRODUCTS:

THESE PRACTICES ARE USED TO REDUCE THE RISKS ASSOCIATED WITH HAZARDOUS MATERIALS.

PRODUCTS SHALL BE KEPT IN ORIGINAL CONTAINERS UNLESS THEY ARE NOT RESEALABLE. ORIGINAL LABELS AND MATERIAL SAFETY DATA SHALL BE RETAINED; THEY CONTAIN IMPORTANT PRODUCT INFORMATION. IF SURPLUS PRODUCT MUST BE DISPOSED OF, MANUFACTURERS' OR LOCAL AND

STATE RECOMMENDED METHODS OF PROPER DISPOSAL SHALL BE FOLLOWED.

THE FOLLOWING PRODUCT SPECIFIC PRACTICES WILL BE FOLLOWED ON-SITE:

PETROLEUM PRODUCTS:

ALL ON-SITE VEHICLES WILL BE MONITORED FOR LEAKS AND RECEIVE REGULAR PREVENTIVE MAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE.

PETROLEUM PRODUCTS WILL BE STORED IN TIGHTLY SEALED CONTAINERS WHICH ARE CLEARLY LABELED. ANY ASPHALT SUBSTANCES USED

ON-SITE WILL BE APPLIED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS.

FERTILIZERS:

FERTILIZERS USED WILL BE APPLIED ONLY IN THE MINIMUM AMOUNTS RECOMMENDED BY THE MANUFACTURER. ONCE APPLIED, FERTILIZER WILL BE WORKED INTO THE SOIL TO LIMIT EXPOSURE TO STORM WATER. STORAGE WILL BE IN A COVERED SHED. THE CONTENTS OF ANY PARTIALLY USED BAGS OF FERTILIZER WILL BE TRANSFERRED TO A SEALABLE PLASTIC BIN TO AVOID SPILLS.

IT IS EXPECTED THAT THE FOLLOWING NON-STORM WATER DISCHARGES WILL OCCUR FROM THE SITE DURING THE CONSTRUCTION PERIOD:

WATER FROM DEWATERING, WATER LINE FLUSHING, WATER USED TO SPRAY OFF LOOSE SOILS FROM VEHICLES, DUST CONTROL, PAVEMENT WASH WATERS (WHERE NO SPILLS OR LEAKS OF TOXIC OR HAZARDOUS MATERIALS HAVE OCCURRED). ALL NON-STORM WATER DISCHARGES WILL

BE DIRECTED TO A SEDIMENT BASIN PRIOR TO DISCHARGE.

GROUNDWATER DEWATERING ACTIVITIES ARE NOT COVERED BY THIS PERMIT. THE CONTRACTOR SHALL APPLY FOR COVERAGE UNDER THE GENERIC PERMIT FOR THE DISCHARGE OF PRODUCED GROUNDWATER FROM ANY NON-CONTAMINATED SITE ACTIVITY PURSUANT TO 62-621.300 (2), F.A.C.

I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND THE TERMS AND CONDITIONS OF THE GENERIC STORM WATER PERMIT ISSUED PURSUANT TO SECTION 403.0885, F.S., THAT AUTHORIZES THE STORM WATER DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM

THE CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION.

NAME OF RECEIVING WATERS: ALLIGATOR CREEK

PROJECT NAME: SOLID WASTE TRUCK WASH

REPLACEMENT

SITE LOCATION:

1701 NORTH HERCULES AVE.

CLEARWATER, FL

OWNER OF PROJECT: CITY OF CLEARWATER, FLORIDA

OWNER'S ADDRESS: 100 S. MYRTLE AVE.

CLEARWATER, FL 33756

PROJECT COORDINATES: LONGITUDE: 82° 45' 8.61" W

LATITUDE: 27° 58' 57.13" N

THE MATERIALS OR SUBSTANCES LISTED BELOW ARE EXPECTED, BUT NOT LIMITED TO, BE PRESENT ON SITE DURING CONSTRUCTION:

CONCRETE FERTILIZERS

DETERGENTS PETROLEUM BASED PRODUCTS AND FUELS

PAINTS (ENAMEL AND LATEX) CLEANING SOLVENTS

METAL TRENCH BOXES WOOD

TAR (PAVEMENT) STONE

SAND

PAINTS:

ALL CONTAINERS WILL BE TIGHTLY SEALED AND STORED WHEN NOT REQUIRED FOR USE. EXCESS PAINT WILL NOT BE DISCHARGED TO THE STORM SEWER SYSTEM BUT WILL BE PROPERLY DISPOSED OF ACCORDING TO MANUFACTURERS' INSTRUCTIONS OR STATE AND LOCAL

REGULATIONS.

CONCRETE TRUCKS:

CONTRACTOR SHALL DESIGNATE AN AREA FOR DISCHARGE OF SURPLUS CONCRETE OR DRUM WASH WATER AND SHALL INSTALL A CONTAINMENT BERM AROUND THIS AREA TO PREVENT RUNOFF TO THE REMAINDER OF THE SITE. HARD DEBRIS SHALL BE DISPOSED OF BY CONTRACTOR IN ACCORDANCE WITH LOCAL RULES AND REGULATIONS UPON COMPLETION OF THE PROJECT.

I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS HAVE BEEN READ BY ME OR MY DESIGNATED REPRESENTATIVE AND UNDERSTAND THAT THIS SYSTEM HAS BEEN PREPARED TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHER AND EVALUATE THE INFORMATION SUBMITTED. BASED ON MY INQUIRY OF THE PERSONS WHO MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING

THE POSSIBILITY OF FINE AND IMPRISONMENT FOR KNOWING VIOLATIONS.

OWNER REPRESENTATIVE

SIGNED:______________________________

NAME AND TITLE:

COMPANY: CITY OF CLEARWATER PUBLIC WORKS DEPARTMENT

ADDRESS: 100 S. MYRTLE AVE.

CLEARWATER, FL 33756

DATE:_________________________________

IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS OF THIS PLAN, THE FOLLOWING PRACTICES SHALL BE FOLLOWED FOR SPILL PREVENTION AND CLEANUP:

MANUFACTURERS' RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE CLEARLY POSTED AND SITE PERSONNEL WILL BE MADE AWARE OF THE PROCEDURES AND THE LOCATION OF THE INFORMATION AND CLEANUP SUPPLIES.

MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL BE KEPT IN THE MATERIAL STORAGE AREA ON-SITE. EQUIPMENT AND MATERIALS WILL INCLUDE, BUT NOT BE LIMITED TO, BROOMS, DUST PANS, MOPS, RAGS, GLOVES, GOGGLES, KITTY LITTER, SAND, SAWDUST, AND PLASTIC AND METAL TRASH CONTAINERS. SPECIFICALLY FOR THIS PURPOSE.

ALL SPILLS WILL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY.

THE SPILL AREAS WILL BE KEPT WELL VENTILATED AND PERSONNEL WILL WEAR APPROPRIATE PROTECTIVE CLOTHING TO PREVENT

INJURY FROM CONTACT WITH A HAZARDOUS SUBSTANCE.

SPILLS OF TOXIC OR HAZARDOUS MATERIAL WILL BE REPORTED TO THE APPROPRIATE STATE OR LOCAL GOVERNMENT AGENCY, REGARDLESS OF THE SIZE.

THE SPILL PREVENTION PLAN WILL BE ADJUSTED TO INCLUDE MEASURES TO PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND HOW TO CLEAN UP THE SPILL IF THERE IS ANOTHER ONE. A DESCRIPTION OF THE SPILL, WHAT CAUSED IT, AND THE CLEANUP

MEASURES WILL ALSO BE INCLUDED.

THE SITE SUPERINTENDENT RESPONSIBLE FOR THE DAY-TO-DAY SITE OPERATIONS, WILL BE THE SPILL PREVENTION AND CLEANUP COORDINATOR. HE WILL DESIGNATE OTHER SITE PERSONNEL WHO WILL RECEIVE SPILL PREVENTION AND CLEANUP TRAINING. THESE INDIVIDUALS WILL EACH BECOME RESPONSIBLE FOR A PARTICULAR PHASE OF PREVENTION AND CLEANUP. THE NAMES OF RESPONSIBLE SPILL PERSONNEL WILL BE POSTED IN THE MATERIAL STORAGE AREA AND IN THE OFFICE TRAILER ON-SITE.

CONTROLS

SITE DESCRIPTION

EROSION AND SEDIMENT CONTROLS

STABILIZATION PRACTICES

STRUCTURAL PRACTICES

STORM WATER MANAGEMENT

OTHER CONTROLS

WASTE DISPOSAL

OFFSITE VEHICLE TRACKING

TIMING OF CONTROL MEASURES

CERTIFICATION OF COMPLIANCE WITH FEDERAL, STATE AND LOCAL REGULATIONS

MAINTENANCE INSPECTION PROCEDURES

EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE PRACTICES

THESE ARE THE INSPECTION AND MAINTENANCE PRACTICES THAT SHALL BE USED TO MAINTAIN EROSION AND SEDIMENT CONTROL.

ALL CONTROL MEASURES IN DISTURBED AREAS WILL BE INSPECTED AT LEAST ONCE EACH WEEK AND WITHIN 24 HOURS OF THE END OF ANY STORM EVENT OF 0.25 INCHES OR GREATER BY A CONTRACTORS REPRESENTATIVE. (WHERE SITES HAVE BEEN FINALLY STABILIZED SUCH INSPECTIONS SHALL BE CONDUCTED AT LEAST ONCE EVERY MONTH.) ALL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER; IF A REPAIR IS NECESSARY, IT WILL BE INITIATED WITHIN 24 HOURS OF REPORT. BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCE WHEN IT HAS REACHED ONE-THIRD THE HEIGHT OF THE FENCE. SILT FENCE WILL BE INSPECTED REGULARLY FOR DEPTH OF SEDIMENT, TEARS, TO SEE IF THE FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS, AND TO SEE THAT THE FENCE POSTS ARE FIRMLY IN THE GROUND. THE SEDIMENT BASINS WILL BE INSPECTED FOR DEPTH OF SEDIMENT, AND BUILT UP SEDIMENT WILL BE REMOVED WHEN IT REACHES 10 PERCENT OF THE DESIGN CAPACITY OR AT THE END OF THE JOB. TEMPORARY AND PERMANENT GRASSING, MULCHING AND SODDING WILL BE INSPECTED FOR BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH. A MAINTENANCE INSPECTION REPORT SHALL BE MADE AFTER EACH INSPECTION BY THE CONTRACTOR AND SHALL BE KEPT IN AN ACTIVE LOG READILY AVAILABLE AT THE JOB SITE CONSTRUCTION TRAILER. THE SITE SUPERINTENDENT WILL SELECT INDIVIDUALS WHO WILL BE RESPONSIBLE FOR MAINTENANCE AND REPAIR ACTIVITIES. FILLING OUT THE INSPECTION AND MAINTENANCE REPORT WILL BE BY THE CONTRACTOR. PERSONNEL SELECTED FOR AND MAINTENANCE RESPONSIBILITIES WILL RECEIVE TRAINING FROM THE SITE SUPERINTENDENT. THEY WILL BE TRAINED IN ALL MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE EROSION AND SEDIMENT CONTROLS

USED ON-SITE IN GOOD WORKING ORDER.

NON-STORM WATER DISCHARGES

INVENTORY FOR POLLUTION PREVENTION PLAN

SPILL PREVENTION

MATERIAL MANAGEMENT PRACTICES

SPILL PREVENTION CONTINUED

MATERIAL MANAGEMENT PRACTICES CONTINUED

SPILL CONTROL PRACTICES

NOTICE OF TERMINATION

POLLUTION PREVENTION PLAN CERTIFICATION

A NOTICE OF TERMINATION WILL BE SUBMITTED TO EPA AFTER THE CONSTRUCTION HAS BEEN COMPLETED AND THE SITE HAS

UNDERGONE FINAL STABILIZATION.

CONTRACTOR'S CERTIFICATION

FOR:

NAME:

TITLE:

DATE:

NAME:

TITLE:

DATE:

NAME:

TITLE:

DATE:

COMPANY:

ADDRESS:

PHONE:

RESPONSIBLE FOR:

COMPANY:

ADDRESS:

PHONE:

COMPANY:

ADDRESS:

PHONE:

GENERAL CONTRACTOR

TEMPORARY AND PERMANENT

STABILIZATION

STABILIZED CONSTRUCTION ENTRANCE,

EARTH DIKES, SEDIMENT BASIN

TBD

BID DOCUMENTS

Ju ne

2, C

U se rs

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-0

\P ro je ct F ile s\

-P ro d\

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\C -S

dw g

RECORD DRAWINGS

SURVEYED BY:

APPROVED BY:

REVIEWED BY:

PROJECT ENGINEER

DRAWN BY:

DATE

REVISION BY DATE

CALL 811

SHEET NO.:

CONTRACT NO.: DATE DRAWN:

SURVEYED BY:

APPROVED BY

HORIZ.

DRAWN BY:

VERT.

SCALE:DWG NAME: FIELD BOOK:

CHECKED BY:

DATE

JOB NO.:

INVESTIGATE BEFORE YOU EXCAVATE

SUNSHINE STATE

ONE CALL

OF FLORIDA

www.callsunshine.com

(800) 432-4770

MIN. 48 HOURS

G0.04

C-SWPPP.DWG

06/15/2026

MSC

Tampa, Florida 33634 Phone: (813) 880-8881

100 S. MYRTLE AVE.

C:\Users\Mgladbach\DC\ACCDocs\Ardurra, Inc\2024-0578-00\Project Files\03-Prod\03-Dwgs\C-SWPPP.dwg

APP. R/W LINE TYP.

R /W

PROPOSED AUTOMATED

TRUCK WASH (TYP.)

EX. MONITORING

WELL (TYP.)

CONTRACTOR TO UTILIZE

SUNSHINE DR. OR LOGAN ST.

FOR CONSTRUCTION ACCESSIBILITY

PROPOSED MANUAL

TRUCK WASH

EXISTING FUEL STORAGE

FACILITY

EX. MATERIALS

RECOVERY FACILITY

PROPOSED AUTOMATED TRUCK WASH (TYP.)

(ADDITIVE ALTERNATE)

TEMPORARY IMPACT ZONE UNDER (BASE BID)

FUEL TANK ACCESS ZONE

ADDITIVE ALTERNATETEMPORARY IMPACT TO EX MANHOLE

(ADDITIVE ALTERNATE)

C S X R A I L R O A D R / W

N . H

BID DOCUMENTS

RECORD DRAWINGS

SURVEYED BY:

APPROVED BY:

REVIEWED BY:

PROJECT ENGINEER

DRAWN BY:

DATE

REVISION BY DATE

CALL 811

SHEET NO.:

CONTRACT NO.: DATE DRAWN:

SURVEYED BY:

APPROVED BY

HORIZ.

DRAWN BY:

VERT.

SCALE:DWG NAME: FIELD BOOK:

CHECKED BY:

DATE

JOB NO.:

INVESTIGATE BEFORE YOU EXCAVATE

SUNSHINE STATE

ONE CALL

OF FLORIDA

www.callsunshine.com

(800) 432-4770

MIN. 48 HOURS

G0.05

One Memorial Center, Suite 300

Tampa, Florida 33634 Phone: (813) 880-8881 www.Ardurra.com License #2610

SCALE: FEET

C-SP.DWG

06/15/2026

MJG

LEGEND

CONTRACTOR TO MAINTAIN

UNOBSTRUCTED ACCESS

MANUAL TRUCK WASH WORK ZONE

AUTOMATIC TRUCK WASH WORK ZONE

ADDITIVE ALTERNATE

FUEL TANK ACCESS ZONE

ADDITIVE ALTERNATE

TEMPORARY IMPACT ZONE

(ONLY DURING UTILITY CONSTRUCTION

AND PAVING & STRIPING)

Ju ne

5, C

U se rs

\M gl ad ba ch \D

oc s\ Ar du rr a, In c\

-0

\P ro je ct F ile s\

-P ro d\

-D w gs

\C -S

dw g

05/29/26CITY OF CLEARWATER, FLORIDA

PUBLIC WORKS DEPARTMENT

C:\Users\Mgladbach\DC\ACCDocs\Ardurra, Inc\2024-0578-00\Project Files\03-Prod\03-Dwgs\C-SP.dwg

RAWN:

SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN

SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN

SAN

SAN SANST

G A

S G

A S

G A

S G

A S

G A

S G

A S

G A

GAS

N . H

C S X R A I L R O A D R / W

APP. R/W LINE TYP.

R /W

APP. R/W LINE TYP.

EX. JERSEY BARRIER WALL

TO BE REMOVED BY CITY

OR RELOCATED PER

ADDITIVE ALTERNATE

EX. 6" DI WMEX. 12" WM

EX. 2" PVC WM

EX. TRUCK WASH PAD

TO BE REMOVED

SEE SHEET C1.02

EX. 2" WM TO BE REMOVED

CUT AND CAP

EX. 2" PVC WM

EX. CONC. PAD

TO BE REMOVED

EX. CONC. PAD

TO BE REMOVED

EX. 750 GAL.

GREASE TRAP MH

3' FROM

EX. EOP

3' F

E X.

SAW-CUT EX. PAVEMENT

(TYP)

SAW-CUT EX. PAVEMENT

(TYP)

EX. EOP

. E

EX. MONITORING

WELL (TYP.)

CUT AND CAP EX. 2" WM SAW-CUT EX.

PAVEMENT (TYP)

ADDITIVE ALT.

SAWCUT PI

ADDITIVE ALT.

N 1327080.96

E 413274.65

SAWCUT PI

ADDITIVE ALT.

N 1327069.28

E 413312.54

SAWCUT PI

ADDITIVE ALT.

N 1327053.41

E 413364.04

SAW-CUT EX. CONC.

PAVEMENT (TYP)

ADDITIVE ALT.

SAWCUT PI

ADDITIVE ALT.

N 1327044.45

E 413361.32

SAWCUT PI

ADDITIVE ALT.

N 1327055.47

E 413238.54

SAWCUT PI

ADDITIVE ALT.

N 1326953.82

E 413207.20

CONTAMINATED SOIL AREA OF INTEREST

SEE SPECIFICATION 01030

BEGIN STAKED

SILT FENCE

N 1327209.17 E 413234.81

BEGIN STAKED

SILT FENCE

N 1326736.36 E 413333.40

END STAKED

SILT FENCE @ EX. FENCE

N 1327105.89 E 412692.06

BEGIN STAKED SILT

FENCE @ EX. WALL

N 1327105.89 E 412670.04

TREE BARRICADE &

ROOT PRUNING

C8.00

TREE BARRICADE

C8.00

NOTE:

NO EXCAVATION SHALL BE CONDUCTED

INSIDE THE DESIGNATED TREE BARRICADES.

ADDITIVE ALTERNATE

PAVEMENT REMOVED

BID DOCUMENTS

RECORD DRAWINGS

SURVEYED BY:

APPROVED BY:

REVIEWED BY:

PROJECT ENGINEER

DRAWN BY:

DATE

REVISION BY DATE

CALL 811

SHEET NO.:

CONTRACT NO.: DATE DRAWN:

SURVEYED BY:

APPROVED BY

HORIZ.

DRAWN BY:

VERT.

SCALE:DWG NAME: FIELD BOOK:

CHECKED BY:

DATE

JOB NO.:

INVESTIGATE BEFORE YOU EXCAVATE

SUNSHINE STATE

ONE CALL

OF FLORIDA

www.callsunshine.com

(800) 432-4770

MIN. 48 HOURS

C1.00

One Memorial Center, Suite 300

Tampa, Florida 33634 Phone: (813) 880-8881 www.Ardurra.com License #2610

SCALE: FEET

C-SPD-100.DWG

06/15/2026

MSC

2, C

U se rs

\M gl ad ba ch \D

oc s\ Ar du rr a, In c\

-0

\P ro je ct F ile s\

-P ro d\

-D w gs

\C -S

-1

.d w g

T C1

CITY OF CLEARWATER, FLORIDA

PUBLIC WORKS DEPARTMENT

100 S. MYRTLE AVE.

C:\Users\Mgladbach\DC\ACCDocs\Ardurra, Inc\2024-0578-00\Project Files\03-Prod\03-Dwgs\C-SPD-100.dwg

G A

S G

A S

G A

S G

A S

G A

S G

A S

G A

GAS

G A

S G

A S

G A

S G

A S

G A

S G

A S

G A

S G

A S

GAS GAS

EX. CONTROL STRUCTURE -

SEE DETAIL ON SHT C8.02

SAWCUT PI

ADDITIVE ALT.

N 1327030.94 E 413405.73

EX. FUEL STORAGE TANKS

EX. FUELING STATION

EX. STORM WATER

RETENTION AREA

APP. PROPERTY LINE (TYP.)

R /W

E (T

APP. PROPERTY LINE (TYP.)

R /W

E (T

R /W

E (T

R /W

E (T

CONTAMINATED SOIL AREA OF INTEREST

SEE SPECIFICATION 01030

CONTAMINATED SOIL AREA OF INTEREST

SEE SPECIFICATION 01030

PI STAKED

SILT FENCE

N 1327205.06 E 413389.73

PI STAKED

FILT FENCE

N 1327180.21

E 413422.60 END STAKED FILT FENCE

@ EX. CHAINLINK FENCE

N 1327172.60

E 413787.80

STAKED SILT FENCE

AROUND EX. CONTROL

STRUCTURE

END STAKED FILT FENCE

@ EX. CHAINLINK FENCE

N 1327134.23 E 413456.13

STAKED SILT FENCE

PLACEMENT BETWEEN SHRUBS

& EX. CONCRETE PAD

BID DOCUMENTS

RECORD DRAWINGS

SURVEYED BY:

APPROVED BY:

REVIEWED BY:

PROJECT ENGINEER

DRAWN BY:

DATE

REVISION BY DATE

CALL 811

SHEET NO.:

CONTRACT NO.: DATE DRAWN:

SURVEYED BY:

APPROVED BY

HORIZ.

DRAWN BY:

VERT.

SCALE:DWG NAME: FIELD BOOK:

CHECKED BY:

DATE

JOB NO.:

INVESTIGATE BEFORE YOU EXCAVATE

SUNSHINE STATE

ONE CALL

OF FLORIDA

www.callsunshine.com

(800) 432-4770

MIN. 48 HOURS

C1.01

One Memorial Center, Suite 300

Tampa, Florida 33634 Phone: (813) 880-8881 www.Ardurra.com License #2610

SCALE: FEET

C-SPD-100.DWG

06/15/2026

MSC

2, C

U se rs

\M gl ad ba ch \D

oc s\ Ar du rr a, In c\

-0

\P ro je ct F ile s\

-P ro d\

-D w gs

\C -S

-1

T C1

CITY OF CLEARWATER, FLORIDA

PUBLIC WORKS DEPARTMENT

100 S. MYRTLE AVE.

CLEARWATER, FL 33756

NOTE:

NO EXCAVATION SHALL BE CONDUCTED

INSIDE THE DESIGNATED TREE BARRICADES.

GAS GAS

EX. MANUAL WASH EQUIPMENT BLDG TO

REMAIN - EX. EQUIPMENT TO BE REPLACED

SEE SHT.D1.07

APP. R/W LINE TYP.

EX. GAS METER

12.00'

EX. STORM STRUCTURE

TO BE REMOVED

EX. STORM STRUCTURE

TO BE REMOVED

EX. STORM STRUCTURE

TO BE REMOVED

EX. STORM PIPE

TO BE REMOVED (TYP.)

EX. 750 GAL. GREASE TRAP

TO REMAIN

EX. CONCRETE WALK

TO REMAIN

EX. CHAINLINK FENCE (TYP.)

(14) EX. BOLLARDS

TO BE REMOVED

SAW CUT AND REMOVE

EX. PAVEMENT

EX. CONCRETE WASH PAD

& APPURTENANCES

TO BE REMOVED

12.00'

EX. BOLLARDS

TO BE REMOVED (TYP.)

DISCONNECT STORM PIPE

AT NEAREST JOINT OR SAW

CUT EX. PIPE AS REQUIRED

APP. DRIP LINE (TYP.)

TREE BARRICADE (TYP.)

SAW CUT EX. CONC WALK

AT FACE OF BUILDING

C8.00 BID DOCUMENTS

RECORD DRAWINGS

SURVEYED BY:

APPROVED BY:

REVIEWED BY:

PROJECT ENGINEER

DRAWN BY:

DATE

REVISION BY DATE

CALL 811

SHEET NO.:

CONTRACT NO.: DATE DRAWN:

SURVEYED BY:

APPROVED BY

HORIZ.

DRAWN BY:

VERT.

SCALE:DWG NAME: FIELD…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Aug 3, 2026.