20250630_-_Zephyrhills_City_Parks_Signage_CDs.pdf

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Attached to: Zephyrhills City Parks Signage
Solicitation number: 2025-012
Issued by: Pasco County, Florida

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O U

OUOUOUOUOUOUOUOUOUOUOUOUOU

OUOU

PONCAN CIRCLE

PROJECT

SITE

N O

M O

N U

G N

C O

S H

C-0

D P

R O

O R

Y O

FOR

CITY OF ZEPHYRHILLS

June 30, 2025 NORTH

PROJECT LOCATION

PASCO COUNTY

FOR

WWW.KIMLEY-HORN.COM

1800 SECOND STREET, SUITE 900, SARASOTA, FL 34236

PHONE: 941-379-7600

KIMLEY-HORN AND ASSOCIATES, INC.

GALL BOULEVARD AND PONCAN CIRCLE

ZEPHYRHILLS, FL 33542

CONSTRUCTION PLANS

O U

G E

R O

APPROXIMATE LOCATION OF FDOT R.O.W.

NORTH MONUMENT SIGN

PROJECT TEAM PROJECT DATA

ENGINEER

KIMLEY HORN AND ASSOCIATES, INC

ADDRESS: 200 CENTRAL AVE SUITE 600, ST. PETERSBURG, FL 33701

CONTACT: DUSTIN BALLARD, P.E .

TEL: (941) 379-7600

PROJECT TEAM

PARCEL ID #:

12-26-21-0000-04200-0000 12-26-21-0000-04900-0050

PROJECT DATA

CONTACTS

OWNER

CITY OF ZEPHYRHILLS

ADDRESS: 5335 8TH STREET, ZEPHYRHILLS, FLORIDA 33542

TEL: (813) 780-0000

SURVEYOR

CITY OF ZEPHYRHILLS

ADDRESS: 5335 8TH STREET, ZEPHYRHILLS, FLORIDA 33542

TEL: (813) 780-0000

CITY OF ZEPHYRHILLS PUBLIC WORKS

ADDRESS: 39421 SOUTH AVENUE, ZEPHYRHILLS, FL 33542

CONTACT: SHANE LEBLANC

TEL: 813-780-0022

CABLE/FIBER

CHARTER COMMUNICATIONS

ADDRESS: 37059 KINGS CROWN DRIVE, ZEPHYRHILLS, FL 33541

CONTACT: USIC DISPATCH OFFICE *

TEL: (800) 778-9140

SEWER/WATER

CITY OF ZEPHYRHILLS

ADDRESS: 5335 8TH STREET, ZEPHYRHILLS, FL 33542

CONTACT: BRUCE SELLARS

TEL: (813) 780-0000 X3567

ELECTRIC

DUKE ENERGY

ADDRESS: 299 1ST AVENUE N, ST. PETERSBURG, FL 33701

CONTACT: USIC DISPATCH

TEL: (800) 778-9140

CONTACT: DUKE'S CUSTOMER SERVICE CENTER

TEL: (407) 629-1010

CATV/COMMUNICATION LINES

FRONTIER COMMUNICATIONS

ADDRESS: 4911 BRUCE B DOWNS BOULEVARD, WESLEY CHAPEL, FL 33544

CONTACT: USIC DISPATCH

TEL: (800) 778-9140

CONTACT: ALBERT RIVAS

TEL: (813) 431-2909

GAS

TECO PEOPLES GAS

ADDRESS: 702 N FRANLKIN STREET, TAMPA, FL 33602

CONTACT: ROGER ROSELLO

TEL: (813) 422-2805

CONTACT: SHARON BECK

TEL: (813) 853-9337

CONTACT: TECO PEOPLES GAS CUSTOMER SERVICE**

TEL: (877) 832-6747

LANDSCAPE ARCHITECT

KIMLEY HORN AND ASSOCIATES, INC

ADDRESS: 1800 MAIN STREET, SUITE 900, SARASOTA, FL 34236

CONTACT: JAMES R. PANKONIN, P.L.A.

TEL: (941) 379-7620

SHEET LIST TABLE

Sheet Number Sheet Title

C-0 NORTH MONUMENT SIGN COVER SHEET

C-1 NORTH MONUMENT SIGN GENERAL NOTES

H-1 NORTH MONUMENT SIGN SITE PLAN

H-2 NORTH MONUMENT SIGN ELEVATIONS

H-3 NORTH MONUMENT SIGN ELEVATIONS

H-4 NORTH MONUMENT SIGN STRUCTURAL DETAILS

M O

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G N

N O

C-1

D P

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Y O

GENERAL CONSTRUCTION NOTES

1. THE CONTRACTOR AND SUBCONTRACTORS SHALL OBTAIN A COPY OF THE FLORIDA

DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND

BRIDGE CONSTRUCTION" (LATEST EDITION) AND BECOME FAMILIAR WITH THE CONTENTS

PRIOR TO COMMENCING WORK, AND, UNLESS OTHERWISE NOTED, ALL WORK SHALL

CONFORM AS APPLICABLE TO THESE STANDARDS AND SPECIFICATIONS.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL MATERIAL AND LABOR

TO CONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTION

DOCUMENTS IN ACCORDANCE WITH THE APPROPRIATE APPROVING AUTHORITIES,

SPECIFICATIONS AND REQUIREMENTS. CONTRACTOR SHALL CLEAR AND GRUB ALL

AREAS UNLESS OTHERWISE INDICATED, REMOVING TREES, STUMPS, ROOTS, MUCK,

EXISTING PAVEMENT AND ALL OTHER DELETERIOUS MATERIAL.

3. EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE

TO THE ENGINEER AT THE TIME OF THE TOPOGRAPHIC SURVEY AND HAVE NOT BEEN

INDEPENDENTLY VERIFIED BY THE OWNER OR THE ENGINEER. GUARANTEE IS NOT

MADE THAT ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN OR THAT THE

LOCATION OF THOSE SHOWN ARE ENTIRELY ACCURATE. FINDING THE ACTUAL LOCATION

OF ANY EXISTING UTILITIES IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE

DONE BEFORE HE COMMENCES ANY WORK IN THE VICINITY. FURTHERMORE, THE

CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES DUE TO THE

CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL

UNDERGROUND UTILITIES. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR

ANY DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS IN THE

VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARY BRACING AND

SHORING OF SAME. IF IT IS NECESSARY TO SHORE, BRACE, SWING OR RELOCATE A

UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED AND

THEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK.

4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY

COMPANIES WHICH MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THE

CONSTRUCTION AREA BEFORE COMMENCING WORK. THE CONTRACTOR SHALL

PROVIDE 48 HOURS MINIMUM NOTICE TO ALL UTILITY COMPANIES PRIOR TO BEGINNING

CONSTRUCTION. A LIST OF THE UTILITY COMPANIES WHICH THE CONTRACTOR MUST

CALL BEFORE COMMENCING WORK IS PROVIDED ON THE COVER SHEET OF THESE

CONSTRUCTION PLANS. THIS LIST SERVES AS A GUIDE ONLY AND IS NOT INTENDED TO

LIMIT THE UTILITY COMPANIES WHICH THE CONTRACTOR MAY WISH TO NOTIFY.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED

CONSTRUCTION PERMITS AND BONDS IF REQUIRED PRIOR TO CONSTRUCTION.

6. THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE COPY OF

THE CONSTRUCTION DOCUMENTS INCLUDING PLANS, SPECIFICATIONS, AND SPECIAL

CONDITIONS AND COPIES OF ANY REQUIRED CONSTRUCTION PERMITS.

7. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE

ATTENTION OF THE OWNER AND ENGINEER BEFORE COMMENCING WORK. NO FIELD

CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL

OF THE OWNER AND NOTIFICATION TO THE ENGINEER.

8. ALL COPIES OF COMPACTION, CONCRETE AND OTHER REQUIRED TEST RESULTS ARE

TO BE SENT TO THE OWNER AND DESIGN ENGINEER OF RECORD DIRECTLY FROM THE

TESTING AGENCY.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING TO THE ENGINEER A

CERTIFIED RECORD SURVEY SIGNED AND SEALED BY A PROFESSIONAL LAND

SURVEYOR REGISTERED IN THE STATE OF FLORIDA DEPICTING THE ACTUAL FIELD

LOCATION OF ALL CONSTRUCTED IMPROVEMENTS THAT ARE REQUIRED BY THE

JURISDICTIONAL AGENCIES FOR THE CERTIFICATION PROCESS. ALL SURVEY COSTS

WILL BE THE CONTRACTORS RESPONSIBILITY.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING AND MAINTAINING

AS-BUILT INFORMATION WHICH SHALL BE RECORDED AS CONSTRUCTION PROGRESSES

OR AT THE COMPLETION OF APPROPRIATE CONSTRUCTION INTERVALS AND SHALL BE

RESPONSIBLE FOR PROVIDING AS-BUILT DRAWINGS TO THE OWNER FOR THE PURPOSE

OF CERTIFICATION TO JURISDICTIONAL AGENCIES AS REQUIRED. ALL AS-BUILT DATA

SHALL BE COLLECTED BY A STATE OF FLORIDA PROFESSIONAL LAND SURVEYOR WHOSE

SERVICES ARE ENGAGED BY THE CONTRACTOR.

11. ANY WELLS DISCOVERED ON SITE THAT WILL HAVE NO USE MUST BE PLUGGED BY A

LICENSED WELL DRILLING CONTRACTOR IN A MANNER APPROVED BY ALL

JURISDICTIONAL AGENCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING

ANY WELL ABANDONMENT PERMITS REQUIRED.

12. ANY WELL DISCOVERED DURING EARTH MOVING OR EXCAVATION SHALL BE REPORTED

TO THE APPROPRIATE JURISDICTIONAL AGENCIES WITHIN 24 HOURS AFTER DISCOVERY

IS MADE.

13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED

IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING

OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE DISCOVERED, THE

CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF

THE SITE WORK THAT WOULD BE AFFECTED. FAILURE TO NOTIFY OWNER OF AN

IDENTIFIABLE CONFLICT PRIOR TO PROCEEDING WITH INSTALLATION RELIEVES OWNER

OF ANY OBLIGATION TO PAY FOR A RELATED CHANGE ORDER.

PAVING, GRADING AND DRAINAGE NOTES

1. ALL PAVING, CONSTRUCTION, MATERIALS, AND WORKMANSHIP WITHIN CITIES

RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH LOCAL OR CITY SPECIFICATIONS AND

STANDARDS (LATEST EDITION) OR FDOT SPECIFICATIONS AND STANDARDS (LATEST

EDITION) IF NOT COVERED BY LOCAL OR CITY REGULATIONS.

2. ALL UNPAVED AREAS IN EXISTING RIGHTS-OF-WAY DISTURBED BY CONSTRUCTION

SHALL BE REGRADED AND SODDED.

3. TRAFFIC CONTROL ON ALL FDOT, LOCAL AND CITY RIGHTS-OF-WAY SHALL MEET THE

REQUIREMENTS OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (U.S.

DOT/FHA) AND THE REQUIREMENTS OF THE STATE AND ANY LOCAL AGENCY HAVING

JURISDICTION. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE

JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST

STRINGENT SHALL GOVERN.

4. THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED AND SHALL

REGRADE WASHOUTS WHERE THEY OCCUR AFTER EVERY RAINFALL UNTIL A GRASS

STAND IS WELL ESTABLISHED OR ADEQUATE STABILIZATION OCCURS.

5. ALL OPEN AREAS WITHIN THE PROJECT SITE SHALL BE SODDED UNLESS INDICATED

OTHERWISE ON THE LANDSCAPE PLAN.

6. ALL AREAS INDICATED AS PAVEMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH

THE TYPICAL PAVEMENT SECTIONS AS INDICATED ON THE DRAWINGS.

7. WHERE EXISTING PAVEMENT IS INDICATED TO BE REMOVED AND REPLACED, THE

CONTRACTOR SHALL SAW CUT A MINIMUM 2" DEEP FOR A SMOOTH AND STRAIGHT JOINT

AND REPLACE THE PAVEMENT WITH THE SAME TYPE AND DEPTH OF MATERIAL AS

EXISTING OR AS INDICATED.

8. WHERE NEW PAVEMENT MEETS THE EXISTING PAVEMENT, THE CONTRACTOR SHALL

SAW CUT THE EXISTING PAVEMENT A MINIMUM 2" DEEP FOR A SMOOTH AND STRAIGHT

JOINT AND MATCH THE EXISTING PAVEMENT ELEVATION WITH THE PROPOSED

PAVEMENT UNLESS OTHERWISE INDICATED.

9. THE CONTRACTOR SHALL INSTALL FILTER FABRIC OVER ALL DRAINAGE STRUCTURES

FOR THE DURATION OF CONSTRUCTION AND UNTIL ACCEPTANCE OF THE PROJECT BY

THE OWNER. ALL DRAINAGE STRUCTURES SHALL BE CLEANED OF DEBRIS AS REQUIRED

DURING AND AT THE END OF CONSTRUCTION TO PROVIDE POSITIVE DRAINAGE FLOWS.

10. IF DEWATERING IS REQUIRED, THE CONTRACTOR SHALL OBTAIN ANY APPLICABLE

REQUIRED PERMITS. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER AND THE

DESIGN ENGINEER PRIOR TO ANY EXCAVATION.

11. STRIP TOPSOIL AND ORGANIC MATTER FROM ALL AREAS OF THE SITE AS REQUIRED. IN

SOME CASES TOPSOIL MAY BE STOCKPILED ON SITE FOR PLACEMENT WITHIN

LANDSCAPED AREAS BUT ONLY AS DIRECTED BY THE OWNER.

12. FIELD DENSITY TESTS SHALL BE TAKEN AT INTERVALS IN ACCORDANCE WITH THE LOCAL

JURISDICTIONAL AGENCY OR TO FDOT STANDARDS. IN THE EVENT THAT THE CONTRACT

DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN

AGREEMENT, THE MOST STRINGENT SHALL GOVERN.

13. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED AS PER

PLANS. THE AREAS SHALL THEN BE SODDED OR SEEDED AS SPECIFIED IN THE PLANS,

FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH IS

ESTABLISHED IN ALL AREAS. ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL

ACCEPTANCE OF THE JOB SHALL BE CORRECTED BY THE CONTRACTOR AT NO

ADDITIONAL COST TO THE OWNER. ALL EARTHEN AREAS WILL BE SODDED OR SEEDED

AND MULCHED AS SHOWN ON THE LANDSCAPING PLAN.

14. ALL CUT OR FILL SLOPES SHALL BE 4 (HORIZONTAL) :1 (VERTICAL) OR FLATTER UNLESS

OTHERWISE SHOWN.

15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT

RISING AND SCATTERING IN THE AIR DURING CONSTRUCTION AND SHALL PROVIDE

WATER SPRINKLING OR OTHER SUITABLE METHODS OF CONTROL. THE CONTRACTOR

SHALL COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL

PROTECTION.

16. THE CONTRACTOR SHALL TAKE ALL REQUIRED MEASURES TO CONTROL TURBIDITY,

INCLUDING BUT NOT LIMITED TO THE INSTALLATION OF TURBIDITY BARRIERS AT ALL

LOCATIONS WHERE THE POSSIBILITY OF TRANSFERRING SUSPENDED SOLIDS INTO THE

RECEIVING WATER BODY EXISTS DUE TO THE PROPOSED WORK. TURBIDITY BARRIERS

MUST BE MAINTAINED IN EFFECTIVE CONDITION AT ALL LOCATIONS UNTIL

CONSTRUCTION IS COMPLETED AND DISTURBED SOIL AREAS ARE STABILIZED.

THEREAFTER, THE CONTRACTOR MUST REMOVE THE BARRIERS. AT NO TIME SHALL

THERE BE ANY OFF-SITE DISCHARGE WHICH VIOLATES THE WATER QUALITY STANDARDS

IN CHAPTER 17-302, FLORIDA ADMINISTRATIVE CODE.

17. SOD, WHERE CALLED FOR, MUST BE INSTALLED AND MAINTAINED ON EXPOSED SLOPES

WITHIN 48 HOURS OF COMPLETING FINAL GRADING, AND AT ANY OTHER TIME AS

NECESSARY, TO PREVENT EROSION, SEDIMENTATION OR TURBID DISCHARGES.

18. THE CONTRACTOR MUST REVIEW AND MAINTAIN A COPY OF THE ENVIRONMENTAL

RESOURCE PERMIT COMPLETE WITH ALL CONDITIONS, ATTACHMENTS, EXHIBITS, AND

PERMIT MODIFICATIONS IN GOOD CONDITION AT THE CONSTRUCTION SITE. THE

COMPLETE PERMIT MUST BE AVAILABLE FOR REVIEW UPON REQUEST BY WATER

MANAGEMENT DISTRICT REPRESENTATIVES.

19. THE CONTRACTOR SHALL ENSURE THAT ISLAND PLANTING AREAS AND OTHER PLANTING

AREAS ARE NOT COMPACTED AND DO NOT CONTAIN ROAD BASE MATERIALS. THE

CONTRACTOR SHALL ALSO EXCAVATE AND REMOVE ALL UNDESIRABLE MATERIAL FROM

ALL AREAS ON THE SITE TO BE PLANTED AND PROPERLY DISPOSED OF IN A LEGAL

MANNER.

20. THE CONTRACTOR SHALL INSTALL ALL UNDERGROUND STORM WATER PIPING PER

MANUFACTURER'S RECOMMENDATIONS.

21. PLEASE BE ADVISED THAT TV VIDEO INSPECTION IS REQUIRED FOR ALL STORMWATER

PIPES (PUBLIC OR PRIVATE) ASSOCIATED WITH THE PROPOSED DEVELOPMENT. IN

ADDITION, LASER PROFILE IS REQUIRED FOR ALL ADS/HDPE STORMWATER PIPES.

WATER AND SEWER UTILITY NOTES

1. THE CONTRACTOR SHALL CONSTRUCT GRAVITY SEWER LATERALS, MANHOLES GRAVITY

SEWER LINES AND DOMESTIC WATER AND FIRE PROTECTION SYSTEM AS SHOWN ON

THESE PLANS. THE CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIALS,

EQUIPMENT, MACHINERY, TOOLS, MEANS OF TRANSPORTATION AND LABOR NECESSARY

TO COMPLETE THE WORK IN FULL AND COMPLETE ACCORDANCE WITH THE SHOWN,

DESCRIBED AND REASONABLY INTENDED REQUIREMENTS OF THE CONTRACT

DOCUMENTS AND JURISDICTIONAL AGENCY REQUIREMENTS. IN THE EVENT THAT THE

CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN

AGREEMENT, THE MOST STRINGENT SHALL GOVERN.

2. ALL EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE

CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS FOR UTILITY LOCATION AND

COORDINATION IN ACCORDANCE WITH THE NOTES CONTAINED IN THE GENERAL

CONSTRUCTION SECTION OF THIS SHEET.

3. THE CONTRACTOR SHALL RESTORE ALL DISTURBED VEGETATION IN KIND, UNLESS

SHOWN OTHERWISE.

4. DEFLECTION OF PIPE JOINTS AND CURVATURE OF PIPE SHALL NOT EXCEED THE

MANUFACTURER'S SPECIFICATIONS. SECURELY CLOSE ALL OPEN ENDS OF PIPE AND

FITTINGS WITH A WATERTIGHT PLUG WHEN WORK IS NOT IN PROGRESS. THE INTERIOR

OF ALL PIPES SHALL BE CLEAN AND JOINT SURFACES WIPED CLEAN AND DRY AFTER

THE PIPE HAS BEEN LOWERED INTO THE TRENCH. VALVES SHALL BE PLUMB AND

LOCATED ACCORDING TO THE PLANS.

5. ALL PHASES OF INSTALLATION, INCLUDING UNLOADING, TRENCHING, LAYING AND BACK

FILLING, SHALL BE DONE IN A FIRST CLASS WORKMANLIKE MANNER. ALL PIPE AND

FITTINGS SHALL BE CAREFULLY STORED FOLLOWING MANUFACTURER'S

RECOMMENDATIONS. CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE COATING OR

LINING IN ANY D.I. PIPE FITTINGS. ANY PIPE OR FITTING WHICH IS DAMAGED OR WHICH

HAS FLAWS OR IMPERFECTIONS WHICH, IN THE OPINION OF THE ENGINEER OR OWNER,

RENDERS IT UNFIT FOR USE, SHALL NOT BE USED. ANY PIPE NOT SATISFACTORY FOR

USE SHALL BE CLEARLY MARKED AND IMMEDIATELY REMOVED FROM THE JOB SITE, AND

SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE.

6. WATER FOR FIRE FIGHTING SHALL BE AVAILABLE FOR USE PRIOR TO COMBUSTIBLES

BEING BROUGHT ON SITE.

7. ALL UTILITY AND STORM DRAIN TRENCHES LOCATED UNDER AREAS TO RECEIVE PAVING

SHALL BE COMPLETELY BACK FILLED IN ACCORDANCE WITH THE GOVERNING

JURISDICTIONAL AGENCY'S SPECIFICATIONS. IN THE EVENT THAT THE CONTRACT

DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN

AGREEMENT, THE MOST STRINGENT SHALL GOVERN.

8. UNDERGROUND LINES SHALL BE SURVEYED BY A STATE OF FLORIDA PROFESSIONAL

LAND SURVEYOR PRIOR TO BACK FILLING.

9. CONTRACTOR SHALL PERFORM, AT HIS OWN EXPENSE, ANY AND ALL TESTS REQUIRED

BY THE SPECIFICATIONS AND/OR ANY AGENCY HAVING JURISDICTION. THESE TESTS MAY

INCLUDE, BUT MAY NOT BE LIMITED TO, INFILTRATION AND EXFILTRATION, TELEVISION

INSPECTION AND A MANDREL TEST ON GRAVITY SEWER. A COPY OF THE TEST RESULTS

SHALL BE PROVIDED TO THE UTILITY PROVIDER, OWNER AND JURISDICTIONAL AGENCY

AS REQUIRED.

EROSION CONTROL NOTES

1. THE STORM WATER POLLUTION PREVENTION PLAN ("SWPPP") IS COMPRISED OF THIS

EROSION CONTROL PLAN, THE STANDARD DETAILS, THE PLAN NARRATIVE,

ATTACHMENTS INCLUDED IN SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT AND

ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS.

2. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION

PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION

PLAN AND THE STATE OF FLORIDA NATIONAL POLLUTANT DISCHARGE ELIMINATION

SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THEIR

CONTENTS.

3. THE CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY

THE SWPPP. ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED AS

DICTATED BY CONDITIONS AT NO ADDITIONAL COST TO THE OWNER THROUGHOUT ALL

PHASES OF CONSTRUCTION.

4. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL,

STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. THE

CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE

PERMITTING AGENCY OR OWNER.

5. EROSION CONTROL PLAN MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR

ANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED WETLANDS

MUST BE MAINTAINED ON SITE AT ALL TIMES.

6. THE CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR

AS REQUIRED BY THE GENERAL PERMIT.

7. CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA

WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA,

EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE

TRAILERS, AND TOILET FACILITIES.

8. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING,

ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED.

9. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE

MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR

CHEMICAL SPILLS AND LEAKS.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON SITE. THE USE OF

MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST

SUPPRESSION OPERATIONS IS PROHIBITED.

11. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED

INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE

PREMISES THROUGH THE ACTION OF WIND OR STORM WATER DISCHARGE INTO

DRAINAGE DITCHES OR WATERS OF THE STATE.

12. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THE PLAN,

SHALL BE INITIATED AS SOON AS PRACTICABLE.

DEMOLITION NOTES

1. ALL MATERIAL REMOVED FROM THIS SITE BY THE CONTRACTOR SHALL BE DISPOSED OF

BY THE CONTRACTOR IN A LEGAL MANNER.

2. REFER TO THE TOPOGRAPHIC SURVEY FOR ADDITIONAL DETAILS OF EXISTING

STRUCTURES, ETC., LOCATED WITHIN THE PROJECT SITE. UNLESS OTHERWISE NOTED,

ALL EXISTING BUILDINGS, STRUCTURES, SLABS, CONCRETE, ASPHALT, DEBRIS PILES,

SIGNS, AND ALL APPURTENANCES ARE TO BE REMOVED FROM THE SITE BY THE

CONTRACTOR AND PROPERLY DISPOSED OF IN A LEGAL MANNER AS PART OF THIS

CONTRACT. SOME ITEMS TO BE REMOVED MAY NOT BE DEPICTED ON THE

TOPOGRAPHIC SURVEY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VISIT THE SITE

AND DETERMINE THE FULL EXTENT OF ITEMS TO BE REMOVED. IF ANY ITEMS ARE IN

QUESTION, THE CONTRACTOR SHALL CONTACT THE OWNER PRIOR TO REMOVAL OF

SAID ITEMS.

3. THE CONTRACTOR SHALL REFER TO THE DEMOLITION PLAN FOR

DEMOLITION/PRESERVATION OF EXISTING TREES. ALL TREES NOT SPECIFICALLY

SHOWN TO BE PRESERVED OR RELOCATED SHALL BE REMOVED AS A PART OF THIS

CONTRACT. TREE PROTECTION FENCING SHALL BE INSTALLED PRIOR TO ANY

DEMOLITION.

EROSION CONTROL NOTES (CONT.)

13. STABILIZATION PRACTICES SHOULD BE INITIATED AS SOON AS PRACTICAL, BUT IN NO

CASE MORE THAN 7 DAYS WHERE CONSTRUCTION HAS TEMPORARILY CEASED.

14. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS

PERMANENTLY STOPPED SHALL BE PERMANENTLY SEEDED. THESE AREAS SHALL BE

SEEDED NO LATER THAN 7 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY OCCURRED

IN THESE AREAS. REFER TO SECTION 981 OF THE STANDARD SPECIFICATIONS FOR

SEEDING AND MAINTENANCE REQUIREMENTS.

15. IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION

ENTRANCES IS NOT SUFFICIENT TO REMOVE THE MAJORITY OF DIRT OR MUD, THEN THE

TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER A PUBLIC ROAD. IF WASHING IS

USED, PROVISIONS MUST BE MADE TO INTERCEPT THE WASH WATER AND TRAP THE

SEDIMENT BEFORE IT IS CARRIED OFF THE SITE.

16. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO

ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED AS SOON AS POSSIBLE.

17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING SEDIMENT IN THE

DETENTION POND AND ANY SEDIMENT THAT MAY HAVE COLLECTED IN THE STORM

SEWER DRAINAGE SYSTEMS IN CONJUNCTION WITH THE STABILIZATION OF THE SITE.

18. ON-SITE & OFF SITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM

EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BEST MANAGEMENT

PRACTICES. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE

EROSION CONTROL PLAN AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT

REQUIREMENTS.

19. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO

REDUCE RUNOFF VELOCITIES AND EROSION.

20. DUE TO GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE

CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL

MEASURES (SILT FENCES, ETC.) TO PREVENT EROSION.

21. ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY, THIS

INCLUDES BACK FILLING OF TRENCHES FOR UTILITY CONSTRUCTION AND PLACEMENT

OF GRAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION.

MAINTENANCE

ALL MEASURES STATED ON THE EROSION AND SEDIMENT CONTROL PLAN, AND IN THE

STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY

FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF

WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION

CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON AT LEAST ONCE

EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A 0.5"

RAINFALL EVENT, AND CLEANED AND REPAIRED IN ACCORDANCE WITH THE

FOLLOWING:

1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED

IF THEY SHOW SIGNS OF UNDERMINING, OR DETERIORATION.

2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD

STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED AND

RESEEDED AS NEEDED. FOR MAINTENANCE REQUIREMENTS REFER TO SECTION

981 OF THE STANDARD SPECIFICATIONS.

3. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED.

SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES

ONE-HALF THE HEIGHT OF THE SILT FENCE.

4. THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION WHICH

WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS

MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION ENTRANCES AS

CONDITIONS DEMAND.

5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD

CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE

PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS

DEMAND.

6. OUTLET STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE MAINTAINED IN

OPERATIONAL CONDITIONS AT ALL TIMES. SEDIMENT SHALL BE REMOVED FROM

SEDIMENT BASINS OR TRAPS WHEN THE DESIGN CAPACITY HAS BEEN REDUCED

BY 55 CUBIC YARDS / ACRE.

7. ALL MAINTENANCE OPERATIONS SHALL BE DONE IN A TIMELY MANNER BUT IN NO

CASE LATER THAN 2 CALENDAR DAYS FOLLOWING THE INSPECTION.

ADA NOTES

1. CURB RAMPS ALONG PUBLIC STREETS AND IN THE PUBLIC RIGHT-OF-WAY SHALL BE

CONSTRUCTED BASED ON THE CITY STANDARD CONSTRUCTION DETAILS AND

SPECIFICATIONS.

2. PRIVATE CURB RAMPS ON THE SITE (I.E. OUTSIDE PUBLIC STREET RIGHT-OF-WAY) SHALL

CONFORM TO ADA STANDARDS AND SHALL HAVE A DETECTABLE WARNING SURFACE THAT

IS FULL WIDTH AND FULL DEPTH OF THE CURB RAMP, NOT INCLUDING FLARES.

3. ALL ACCESSIBLE ROUTES, GENERAL SITE AND BUILDING ELEMENTS, RAMPS, CURB RAMPS,

STRIPING, AND PAVEMENT MARKINGS SHALL CONFORM TO ADA STANDARDS FOR

ACCESSIBLE DESIGN, LATEST EDITION.

4. ANY COMPONENTS OF THE PROJECT SERVING MULTIFAMILY DWELLINGS IN BUILDINGS

THAT HAVE 4 OR MORE UNITS PER DWELLING SHALL ALSO CONFORM TO THE FAIR

HOUSING ACT (FHA), AND COMPLY WITH THE FAIR HOUSING ACT DESIGN MANUAL BY THE

US DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT.

5. BEFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY THAT SUITABLE ACCESSIBLE

PEDESTRIAN ROUTES (PER ADA AND FHA) EXIST TO AND FROM EVERY DOOR AND ALONG

SIDEWALKS, ACCESSIBLE PARKING SPACES, ACCESS AISLES, AND ACCESSIBLE ROUTES. IN

NO CASE SHALL AN ACCESSIBLE RAMP SLOPE EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN

NO CASE SHALL SIDEWALK CROSS SLOPE EXCEED 2.0 PERCENT. IN NO CASE SHALL

LONGITUDINAL SIDEWALK SLOPE EXCEED 5.0 PERCENT. ACCESSIBLE PARKING SPACES

AND ACCESS AISLES SHALL NOT EXCEED 2.0 PERCENT SLOPE IN ANY DIRECTION.

6. CONTRACTOR SHALL TAKE FIELD SLOPE MEASUREMENTS ON FINISHED SUBGRADE AND

FORM BOARDS PRIOR TO PLACING PAVEMENT TO VERIFY THAT ADA SLOPE REQUIREMENTS

ARE PROVIDED. CONTRACTOR SHALL CONTACT ENGINEER PRIOR TO PAVING IF ANY

EXCESSIVE SLOPES ARE ENCOUNTERED. NO CONTRACTOR CHANGE ORDERS WILL BE

ACCEPTED FOR ADA SLOPE COMPLIANCE ISSUES.

O U

OUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOU

OUOUOUOUOUOUOUOUOUOO

'-0

25'-0"

1'-0"

14'-4"

14'-6"

-0

14'-6"

PONCAN CIRCLE

EXISTING BUILDING

D N

D S

5'-0"

EXISTING ENTRY MONUMENT SIGN (TYP)

EXISTING ASPHALT SIDEWALK

APPROXIMATE LOCATION OF FDOT R.O.W.

EXISTING OVERHEAD UTILITY (TYP)

EXISTING SIGN (TYP)

PROPOSED CITY GATEWAY MONUMENT SIGN

DFEPARTURE SIGHT TRIANGLES PER THE 2018

FDOT UNIFORM MINIMUM STANDARS OF DESIGN

CONSTRUCTION AND MAINTENANCE FOR STREETS

AND HIGHWAYS (FDOT DESIGN MANUAL)

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CALL 2 WORKING DAYS

BEFORE YOU DIG

IT'S THE LAW!

DIAL 811

NORTH

2' -0

-0

13'-8"

17'-11"

1' -9

3'-4"

2'-1"

WELCOME TO

ZEPHYRHILLS

3" 3"

B H-2

A H-2

C H-4

6°

4'-3"

1'-0" 9"

3'-1" 6'-5"

9' -1

10"

11'-11"

RADIUS

3" OVERHANG

3' -3

4" 2'

-8

2" 3"

2' -8

FOG TURQUOISE GREEN TILE BY ALTOGLASS

FINISHED GRADE

FDL COUNTRY LIMESTONE VENEER BY OLDCASTLE. GAPS

BETWEEN LIMESTONE PIECES TO BE NO GREATER THAN 1/2"

MITER ALL CORNER JOINTS

SEE ENLARGEMENT A

ENLARGEMENT A

TYPICAL CAP OVERHANG

PRECAST CONCRETE CAP

W/ SAND FINISH (TYP.)

DRIP EDGE, APPLICABLE TO

ALL CAP ENDS

FINISHED SURFACE

FRONT ELEVATION

BLACK PIN MOUNTED ALUMINUM LETTERING, BACKLIT.

FONT SHALL BE "BLUE HIGHWAY" COORDINATE WITH

THE CITY FOR BRANDING GUIDELINES.

PRECAST CONCRETE WALL PANEL WITH WHITE STUCCO FINISH

3'-4"

ELEVATION A ELEVATION B

NOTE:

1. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND PHYSICAL SAMPLES OF ALL MATERIALS, FINISHES, AND EQUIPMENT TO LANDSCAPE

ARCHITECT FOR REVIEW & APPROVAL PRIOR TO CONSTRUCTION.

LIMESTONE VENEER, SMOOTH CUT

PRECAST CONCRETE CAP W/ SAND FINISH (TYP.)

PIN MOUNTED ALUMINUM LOGO; COLOR SELECTIONS SHALL

REFLECT CITY OF ZEPHYRHILLS LOGO COLOR STANDARDS

WHITE STUCCO FINISH

PRECAST CONCRETE CAP W/ SAND FINISH (TYP.)

TILE PATTERN SHALL BE CONTINUOUS ALONG ALL FACES

MITER ALL CORNER JOINTS

FINISHED GRADE

FOG TURQUOISE GREEN TILE BY ALTOGLASS

FDL COUNTRY LIMESTONE VENEER BY OLDCASTLE. GAPS

BETWEEN LIMESTONE PIECES TO BE NO GREATER THAN 1/2"

4'-3"4'-3"

N O

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H-2

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WELCOME TO

ZEPHYRHILLS

BACK ELEVATION

2" 4'

-9

6" 1'

-4

7" 1'

-1 0"

4" 4"

3' -3

MITER ALL CORNER JOINTS

SEE ENLARGEMENT A

ON SHEET H-2

FOG TURQUOISE GREEN TILE BY ALTOGLASS

FINISHED GRADE

FDL COUNTRY LIMESTONE VENEER BY OLDCASTLE. GAPS

BETWEEN LIMESTONE PIECES TO BE NO GREATER THAN 1/2"

MITER ALL CORNER JOINTS

13'-8"

17'-11"

4'-3"

B H-2

A H-2

C H-4

NOTE:

1. SEE ELEVATION A ON SHEET H-2 FOR FINISHES

BLACK PIN MOUNTED ALUMINUM LETTERING, BACKLIT.

FONT SHALL BE "BLUE HIGHWAY" COORDINATE WITH

THE CITY FOR BRANDING GUIDELINES.

PRECAST CONCRETE WALL PANEL WITH WHITE STUCCO FINISH

8" 7"

1' -6

N O

M O

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G N

O N

H-3

D P

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2'-6"

1' -0

-0

3' -0

SECTION E

6' -0

1' -0

SECTION D

SECTION C

1' -0

D H-4

2' -0

-0

E H-4

4'-3"

1'-0"

2' -6

1' -0

5'-0"

5' -0

EQ. EQ.

5'-0"

1/2" MORTAR SETTING BED

LAY IN FULL MORTAR SETTING BED

DRILL AND EPOXY PRECAST SIGN REINFORCING

FINISHED GRADE

GROUT

LIMESTONE VENEER, SMOOTH CUT

PRECAST CONCRETE, 3" THICKNESS AND 3" OVERHANG

8"X8"X16" CMU BLOCK LAID IN RUNNING BOND REINFORCED W/

#5@32". PROVIDE #5 IN TWO END CELLS EA. END.

POURED IN PLACE CONCRETE

GROUT

PRECAST CONCRETE SIGN WITH WHITE STUCCO FINISH

MITERED END JOINTS

CONCRETE FOOTING

BOND BEAM WITH #4 TIES @ 48"

8" X 8" X 16" CMU BLOCK LAID IN RUNNING BOND

REINFORCED W/ #5 @ 32" IN EACH CELL

8" WIDE CONCRETE CAP BEAM W/ (2) #5 CONT. PROVIDE CORNER

BARS W/ 2'-0" LEGS AT ALL CORNERS

19/32 CD EXP. 1 PLYWOOD WITH

WIRE LATH AND STUCCO

NESTED TRACKS AT 12" VERTICAL MAXIMUM

6" CFS STUDS AT 12" OC

CONT. BOTTOM TRACK

(2) #5 AT 16" O.C.

EXTEND BOND BEAM REINFORCING THROUGH MASONRY COL.

(6) #5 CONT. TOP & BOTT.

6" STUDS

#5 @ 12" TOP & BOTT.

8"X8" BOND BEAM W/ (2) #5 CONT.

HOOK VERTICAL WALL REINFORCEMENT INTO BOND BEAM

1/2" BLACK PIN MOUNTED ALUMINUM LETTERING, BACKLIT. FONT SHALL BE

"BLUE HIGHWAY" COORDINATE WITH THE CITY FOR BRANDING GUIDELINES.

#5 @ 12"

(3) #5 CONT. EXTEND 2'-0" MIN.

INTO FOOTING BEYOND

SEE ENLARGEMENT ON H-2

FULLY GROUT CMU WALL BELOW GRADE

3' -0

" L

3" C

FOG TURQUOISE GREEN TILE BY ALTOGLASS

FDL COUNTRY LIMESTONE VENEER BY OLDCASTLE. GAPS

BETWEEN LIMESTONE PIECES TO BE NO GREATER THAN 1/2"

FDL COUNTRY LIMESTONE VENEER BY OLDCASTLE. GAPS BETWEEN LIMESTONE

PIECES TO BE NO GREATER THAN 1/2"

4'-3"

DIM VARIES 1"-2"

N O

M O

N U

G N

U C

H-4

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C-0

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FOR

CITY OF ZEPHYRHILLS

June 30, 2025 NORTH

PROJECT LOCATION

PASCO COUNTY

FOR

WWW.KIMLEY-HORN.COM

1800 SECOND STREET, SUITE 900, SARASOTA, FL 34236

PHONE: 941-379-7600

KIMLEY-HORN AND ASSOCIATES, INC.

7TH STREET AND 5TH STREET

ZEPHYRHILLS, FL 33542

CONSTRUCTION PLANS

7TH STREET

5TH STREET

PROJECT

SITE

SOUTH MONUMENT SIGN

PROJECT TEAM PROJECT DATA

ENGINEER

KIMLEY HORN AND ASSOCIATES, INC

ADDRESS: 200 CENTRAL AVE SUITE 600, ST. PETERSBURG, FL 33701

CONTACT: DUSTIN BALLARD, P.E .

TEL: (941) 379-7600

CONTACTS

PROJECT TEAM

PARCEL ID #:

12-26-21-0000-04200-0000 12-26-21-0000-04900-0050

PROJECT DATA

CONTACTS

OWNER

CITY OF ZEPHYRHILLS

ADDRESS: 5335 8TH STREET, ZEPHYRHILLS, FLORIDA 33542

TEL: (813) 780-0000

SURVEYOR

CITY OF ZEPHYRHILLS

ADDRESS: 5335 8TH STREET, ZEPHYRHILLS, FLORIDA 33542

TEL: (813) 780-0000

CITY OF ZEPHYRHILLS PUBLIC WORKS

ADDRESS: 39421 SOUTH AVENUE, ZEPHYRHILLS, FL 33542

CONTACT: SHANE LEBLANC

TEL: 813-780-0022

CABLE/FIBER

CHARTER COMMUNICATIONS

ADDRESS: 37059 KINGS CROWN DRIVE, ZEPHYRHILLS, FL 33541

CONTACT: USIC DISPATCH OFFICE *

TEL: (800) 778-9140

SEWER/WATER

CITY OF ZEPHYRHILLS

ADDRESS: 5335 8TH STREET, ZEPHYRHILLS, FL 33542

CONTACT: BRUCE SELLARS

TEL: (813) 780-0000 X3567

ELECTRIC

DUKE ENERGY

ADDRESS: 299 1ST AVENUE N, ST. PETERSBURG, FL 33701

CONTACT: USIC DISPATCH

TEL: (800) 778-9140

CONTACT: DUKE'S CUSTOMER SERVICE CENTER

TEL: (407) 629-1010

CATV/COMMUNICATION LINES

FRONTIER COMMUNICATIONS

ADDRESS: 4911 BRUCE B DOWNS BOULEVARD, WESLEY CHAPEL, FL 33544

CONTACT: USIC DISPATCH

TEL: (800) 778-9140

CONTACT: ALBERT RIVAS

TEL: (813) 431-2909

GAS

TECO PEOPLES GAS

ADDRESS: 702 N FRANLKIN STREET, TAMPA, FL 33602

CONTACT: ROGER ROSELLO

TEL: (813) 422-2805

CONTACT: SHARON BECK

TEL: (813) 853-9337

CONTACT: TECO PEOPLES GAS CUSTOMER SERVICE**

TEL: (877) 832-6747

FIBER

UNITI FIBER LLC

ADDRESS: 805 EXECUTIVE CENTER DRIVE W, ST.

PETERSBURG, FL 33702

CONTACT: SOUTHERN LIGHT EMERGENCY RESPONSE

DISPATCH

TEL: (877) 652-2321

LANDSCAPE ARCHITECT

KIMLEY HORN AND ASSOCIATES, INC

ADDRESS: 1800 MAIN STREET, SUITE 900, SARASOTA, FL 34236

CONTACT: JAMES R. PANKONIN, P.L.A.

TEL: (941) 379-7620

SHEET LIST TABLE

Sheet Number Sheet Title

C-0 SOUTH MONUMENT SIGN COVER SHEET

C-1 SOUTH MONUMENT SIGN GENERAL NOTES

H-1 SOUTH MONUMENT SIGN SITE PLAN

H-2 SOUTH MONUMENT SIGN ELEVATIONS

H-3 SOUTH MONUMENT SIGN STRUCTURAL DETAILS

H-4 ######################################

STREET LIGHTS/TRAFFIC CONTROL

PASCO COUNTY TRAFFIC OPERATIONS DIVISION

ADDRESS: 7536 STATE STREET, NEW PORT RICHEY, FL 34654

CONTACT: JONAH JOHNSON

TEL: (727) 494-5234

CONTACT: MATTHEW WITHUM

TEL: (727) 847-8139 X8384

ZAYO GROUP (FORMERLY LIGHTWAVE, LLC)

ADDRESS: 7925 EVIES WAY, PORT RICHEY, FL 34668

CONTACT: LOCATE CENTER / NEIL SCARBOROUGH

TEL: (800) 961-6500

CONTACT: STAKE CENTER / LOUIS SIMONE

TEL: (772) 579-8956

CONTACT: JON RAY

TEL: (813) 417-2184

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