Bid_Document_ITB_25-14_Lot_C_Water_Redundancy_-Civil_Plan_Set.pdf

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RAYMOND JAMES STADIUM

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ALERT TO CONTRACTOR:

1. THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT.

CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR THIS ISSUE. WHEN

PERFORMING GRADING OPERATIONS DURING PERIODS OF WET WEATHER,

PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND WATER

MANAGEMENT TO CONTROL MOISTURE OF SOILS. REFER TO MASTER SITE

SPECIFICATIONS.

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SHEET NUMBER

PROJECT NO.

DATE

BY

APPROVAL STAMPS:

SITEAERIAL MAP

SCALE: 1" = 1000'

PROJECT LOCATION

KIMLEY-HORN AND ASSOCIATES, INC.

KARI CLARK, P.E.

200 CENTRAL AVENUE, SUITE 600

ST. PETERSBURG, FL 33701

PHONE: (727) 547-3999

PROJECT DESIGN TEAM

CIVIL ENGINEER

FOLIO ID

109073-2125

SECTION: 9 TOWNSHIP: 29S RANGE: 18E

RAYMOND JAMES STADIUM

WATER MAIN EXTENSION

TAMPA, FL

4201 N DALE MABRY HWY, TAMPA, FL 33607

CONSTRUCTION PLANS PREPARED FOR

SITE

AERIAL MAP

SCALE: 1" = 100'

LEGAL DESCRIPTION:

RJS STADIUM A COMMERCIAL CONDOMINIUM COMMON AREA

LIST OF CONTACTS

FLORIDA ONE-CALL - 811 CITY OF TAMPA

306 E JACKSON ST #5E

TAMPA, FL 33602

JUAN ALVIRA

PHONE: 813 344-9298

TAMPA ELECTRIC COMPANY

CSADMIN@TECOENERGY.COM

CITY OF TAMPA

3804 E 26TH AVE

TAMPA, FL 33605

PHONE: 813 622-1901

CITY OF TAMPA

2545 GUY N VERGER BLVD

TAMPA, FL 33605

JACK FERRAS

PHONE: 813 274-8095

LOCATION SERVICES STORMWATER WATER SEWER ELECTRIC

TAMPA SPORTS AUTHORITY

JOSHUA MUNK

4201 N DALE MABRY HWY

TAMPA, FL 33607

PHONE: (813) 350-6519

OWNER/DEVELOPER

SHEET LIST TABLE

SHEET NUMBER SHEET TITLE

C-000 COVER SHEET

C-100 GENERAL NOTES

C-200 EXISTING CONDITIONS, DEMOLITION, AND EROSION CONTROL PLAN

C-201 EROSION CONTROL DETAILS

C-300 MASTER SITE, GRADING, DRAINAGE, AND UTILITY PLAN

C-400 CITY OF TAMPA GENERAL DETAILS

ALERT TO CONTRACTOR:

1. THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT.

CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR THIS ISSUE. WHEN

PERFORMING GRADING OPERATIONS DURING PERIODS OF WET WEATHER,

PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND WATER

MANAGEMENT TO CONTROL MOISTURE OF SOILS. REFER TO MASTER SITE

SPECIFICATIONS.

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SHEET NUMBER

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C-100

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HISTORIC RESOURCES STATEMENT

THE FOLLOWING REQUIREMENTS APPLY TO ALL BUILDING CONSTRUCTION OR ALTERATION, OR LAND ALTERATION

ACTIVITIES.

A. IF EVIDENCE OF EXISTENCE OF HISTORIC RESOURCES IS DISCOVERED OR OBSERVED AT DEVELOPMENT SITES OR DURING DEVELOPMENT ACTIVITIES AFTER FINAL APPROVAL, ALL WORK SHALL CEASE IN THE AFFECTED AREA.

THE DEVELOPER, OWNER, CONTRACTOR, OR AGENT THEREOF SHALL NOTIFY THE FLORIDA DIVISION OF HISTORICAL RESOURCES WITHIN TWO WORKING DAYS. EXAMPLES OF EVIDENCE OF HISTORIC RESOURCES INCLUDE WHOLE OR FRAGMENTARY STONE TOOLS, SHELL TOOLS, ABORIGINAL OR HISTORIC POTTERY, HISTORIC GLASS, HISTORIC BOTTLES, BONE TOOLS, HISTORIC BUILDING FOUNDATIONS, SHELL MOUNDS, SHELL MIDDENS, OR SAND MOUNDS.

B. IF ANY HUMAN SKELETAL REMAINS OR ASSOCIATED BURIAL ARTIFACTS ARE DISCOVERED AT DEVELOPMENT SITES OR DURING DEVELOPMENT ACTIVITY, ALL WORK IN THE AREA MUST CEASE, AND THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE NEAREST LAW ENFORCEMENT OFFICE. ACCORDING TO CHAPTER 872, FLORIDA

STATUTES, IT IS UNLAWFUL TO DISTURB, VANDALIZE, OR DAMAGE A HUMAN BURIAL.

GENERAL CONSTRUCTION NOTES

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

TRANSPORTATION (FDOT) "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" (LATEST EDITION) AND FDOT STANDARD INDEXES, AND BECOME FAMILIAR WITH THE CONTENTS PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL OBTAIN A COPY OF THE 2025-26 FDOT STANDARD SPECS. AND FDOT STANDARD INDICES

PRIOR TO COMMENCING WORK. THE STANDARD SPECS CAN BE FOUND AT

HTTP://WWW.DOT.STATE.FL.US/PROGRAMMANAGEMENT/SPECS.SHTM

AND THE FDOT STANDARD INDICES CAN BE FOUND AT

HTTPS://WWW.FDOT.GOV/DESIGN/STANDARDPLANS/CURRENT

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 BY THE CONTRACTOR 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 NEED 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.

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.

14. WATER SUPPLY SHALL BE ESTABLISHED BEFORE ANY VERTICAL CONSTRUCTION BEGINS. SHALL MEET THE

REQUIREMENTS OF NFPA 1 2024 EDITION, CHAPTER 18.

PAVING, GRADING AND DRAINAGE NOTES

1. ALL UNPAVED AREAS IN EXISTING RIGHTS-OF-WAY DISTURBED BY CONSTRUCTION SHALL BE REGRADED AND

SODDED/SEEDED.

2. TRAFFIC CONTROL ON ALL FDOT, LOCAL AND COUNTY 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.

3. 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.

4. ALL OPEN AREAS WITHIN THE PROJECT SITE SHALL BE SODDED/SEEDED UNLESS INDICATED OTHERWISE ON THE

LANDSCAPE PLAN.

5. ALL AREAS INDICATED AS PAVEMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE TYPICAL PAVEMENT

SECTIONS AS INDICATED ON THE DRAWINGS.

6. 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.

7. 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.

8. 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.

9. IF OFFSITE 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.

10. STRIP TOPSOIL AND ORGANIC MATTER FROM ALL AREAS OF THE SITE AS REQUIRED. TOPSOIL MAY BE STOCKPILED

ON SITE FOR PLACEMENT WITHIN LANDSCAPED AREAS BUT ONLY AS DIRECTED BY THE OWNER.

11. 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.

12. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED AS PER PLANS. THE AREAS SHALL THEN BE SODDED/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/SEEDED AS SHOWN ON THE LANDSCAPING PLAN.

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

14. 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.

15. 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.

16. SOD/SEED, WHERE CALLED FOR, MUST BE INSTALLED AND MAINTAINED ON EXPOSED SLOPES WITHIN 7 DAYS OF COMPLETING FINAL GRADING, AND AT ANY OTHER TIME AS NECESSARY, TO PREVENT EROSION, SEDIMENTATION

OR TURBID DISCHARGES.

17. 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.

18. 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 PER THE INSTRUCTION OF THE ENVIRONMENTAL CONSULTANT.

19. THE CONTRACTOR SHALL INSTALL ALL UNDERGROUND STORM WATER PIPING PER MANUFACTURER'S

RECOMMENDATIONS.

20. CURB RAMPS ALONG PUBLIC STREETS AND IN THE PUBLIC RIGHT-OF-WAY SHALL BE CONSTRUCTED BASED ON THE

CITY STANDARD CONSTRUCTION DETAILS AND SPECIFICATIONS.

21. 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.

22. 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.

23. 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.

24. 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.

25. 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.

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 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 BEFORE

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.

10. CONTRACTOR SHALL NOT OPERATE OR PRESSURE TEST AGAINST ANY CITY INSTALLED VALVES OR FITTINGS.

11. RECENT FIRE FLOW TEST DATA SHALL BE UTILIZED FOR DESIGN OF ANY REQUIRED FIRE PROTECTION SYSTEM(S) FOR THIS DEVELOPMENT. ANY NECESSARY PUBLIC SYSTEM UPGRADES OR EXTENSIONS SHALL BE PERFORMED BY

THE CITY AT THE EXPENSE OF THE DEVELOPER.

12. CONTRACTOR SHALL SCHEDULE AND MAKE PAYMENT FOR NECESSARY CITY WORK THROUGH THE CITY'S WATER RESOURCES DEPARTMENT. CITY FORCES SHALL PERFORM ALL TAPS AND INSTALL BOTH WATER AND FIRE SERVICE

UP TO AND INCLUDING THE BACK FLOW PREVENTION DEVICES.

13. ALL AT GRADE UTILITY APPURTENANCE SHALL BE ADJUSTED TO MEET FINAL PROPOSED GRADES BY OR AT THE

DIRECTION OF THE UTILITY OWNER.

DEMOLITION NOTES

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

LEGAL MANNER PER THE INSTRUCTION OF THE ENVIRONMENTAL CONSULTANT.

2. REFER TO THE TOPOGRAPHIC SURVEY FOR ADDITIONAL DETAILS OF EXISTING STRUCTURES, ETC., LOCATED WITHIN THE PROJECT SITE. 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.

ASBUILT AND TESTING NOTES

1. REFER TO STATE AND MUNICIPAL STANDARDS FOR TESTING AND ASBUILT REQUIREMENTS. THESE NOTES ARE

PROVIDED ONLY IN CASE OF ABSENCE OF AGENCY OR OWNER REQUIREMENTS.

2. SIGNED AND SEALED AS-BUILTS SHALL BE PREPARED BY THE CONTRACTOR ACCORDING TO AGENCY CLEARANCE

AND OWNER REQUIREMENTS.

3. TESTING SHALL BE PERFORMED BY THE CONTRACTOR ACCORDING TO ALL APPLICABLE REGULATIONS.

4. IN ADDITION TO THE REQUIREMENTS ABOVE, THE CONTRACTOR SHALL PERFORM THE FOLLOWING TESTS AND

PROVIDE RESULTS TO OWNER AND ENGINEER:

4.1. FOR GRAVITY SANITARY SEWER: AIR TESTED BETWEEN MANHOLES AT 3.5 PSI FOR 5 MINUTES PER ASTM

F1417 FOR PLASTIC PIPES

4.2. FOR SANITARY FORCEMAINS: HYDROSTATIC PRESSURE TEST OF 150 PSI FOR 2 HOURS.

4.3. FOR WATERMAINS AND SERVICE LATERALS: HYDROSTATIC PRESSURE TEST OF 150 PSI FOR 2 HOURS.

4.4. FOR FIRE MAINS: PER FFPC AND NFPA

4.5. FOR LIFT STATIONS: START-UP OBSERVATION REPORT BY PUMP MANUFACTURER.

4.6. FOR CONCRETE PAVEMENT: TEST CYLINDERS (7 DAY AND 28 DAY BREAKS) AT RATE OF 1 PER 100 CY.

4.7. FOR ASPHALT PAVEMENT: CORES TAKEN 3 HEAVY DUTY AND 3 LIGHT DUTY PER DAY OF ASPHALT WORK, LOCATIONS AS SPECIFIED BY OWNER. THE CORES SHALL BE TESTED FOR DENSITY AND CONFORMANCE TO

THICKNESS REQUIREMENTS. CORES SHALL BE HOT-PATCHED BY CONTRACTOR.

4.8. FOR SUBGRADE: DENSITY SHALL BE TESTED BY NUCLEAR METHOD, ASTM D6938. ONE TEST IN EACH LIFT

FOR EACH 10,000 SQ. FT.

4.9. FOR BASE: DENSITY SHALL BE TESTED BY NUCLEAR METHOD, ASTM D6938. ONE TEST IN EACH LIFT FOR EACH 10,000 SQ. FT. OF IN-PLACE BASE MATERIAL AREA. THICKNESS SHALL BE TESTED ONCE FOR EACH 20,000 SQ.

FT. OF IN-PLACE BASE MATERIAL AREA.

4.10. FOR UTILITY TRENCHES: DENSITY TESTS EVERY 300', MINIMUM OF ONE TEST BETWEEN EACH STRUCTURE.

5. IN CASE OF CONFLICT OR DUPLICATION, CONTRACTOR SHALL ISSUE BID QUESTION ACCORDING TO BID REQUIREMENTS. IF NO QUESTION IS ASKED, BASE BID SHALL INCLUDE THE CONFLICTING OR DUPLICATE TESTING.

6. OTHER DOCUMENTS TO BE PROVIDED BY CONTRACTOR:

CONSTRUCTION COST AS MAY BE REQUIRED BY JURISDICTION.

TABULATED CAMS DATA AS MAY BE REQUIRED BY JURISDICTION.

TABULATED NORTHING/EASTING AND GPS DATA AS MAY BE REQUIRED BY JURISDICTION.

7. FDEP SANITARY SEWER TESTING REQUIREMENTS:

LEAKAGE TESTS:

1) THE LEAKAGE EXFILTRATION OR INFILTRATION DOES NOT EXCEED 200 GALLONS PER INCH OF PIPE DIAMETER PER MILE PER DAY FOR ANY SECTION OF THE SYSTEM; 2) EXFILTRATION OR INFILTRATION TESTS BE PERFORMED WITH A MINIMUM POSITIVE HEAD OF 2 FEET; AND 3) AIR TESTS, AS A MINIMUM, CONFORM TO THE TEST PROCEDURE DESCRIBED IN ASTM C-828 FOR CLAY PIPE, ASTM C 924 FOR CONCRETE PIPE, ASTM F-1417 FOR PLASTIC PIPE, AND FOR OTHER MATERIALS APPROPRIATE TEST PROCEDURES. [RSWF 33.93, 33.94, AND 33.95]

DEFLECTION TESTS FOR ALL FLEXIBLE PIPE:

TESTING IS REQUIRED AFTER THE FINAL BACKFILL HAS BEEN IN PLACE AT LEAST 30 DAYS TO PERMIT STABILIZATION OF THE SOIL-PIPE SYSTEM. 1) NO PIPE SHALL EXCEED A DEFLECTION OF 5%; 2) A RIGID BALL OR MANDREL FOR THE DEFLECTION TEST WITH A DIAMETER NOT LESS THAN 95% OF THE BASE INSIDE DIAMETER OR AVERAGE INSIDE DIAMETER OF THE PIPE, DEPENDING ON WHICH IS SPECIFIED IN THE ASTM SPECIFICATION, INCLUDING THE APPENDIX, TO WHICH THE PIPE IS MANUFACTURED; AND 3) PERFORM THE TEST WITHOUT

MECHANICAL PULLING DEVICES. [RSWF 33.85]

DEWATERING NOTES

1. IF GROUNDWATER WILL BE DISCHARGED TO SURFACE WATERS FROM A NON-CONTAMINATED SITE, CONTRACTOR

SHALL OBTAINED FDEP, FAC 62-621.300(2), GENERIC PERMIT FOR THE DISCHARGE OF PRODUCED GROUND WATER

FROM ANY NON-CONTAMINATED SITE ACTIVITY, EFFECTIVE DATE FEBRUARY 14, 2000.

CITY OF TAMPA WATER DEPARTMENT NOTES

GENERAL

A.WATER SERVICE SHALL BE PROVIDED BY THE CITY OF TAMPA.

B. ALL WORK TO BE PERFORMED ON EXISTING OR ON FUTURE WATER FACILITIES TO BE OWNED AND MAINTAINED BY THE CITY OF TAMPA SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF CITY OF TAMPA WATER DEPARTMENT TECHNICAL MANUAL. ALL CONSTRUCTION DETAILS AND STANDARDS DESCRIBED THERE WITHIN SHALL BE

CONSIDERED TO BE PART OF THE CONTRACT DOCUMENTS FOR THIS PROJECT.

C.CONSTRUCTION OF ANY WATER INSTALLATIONS TO BE OWNED AND MAINTAINED BY THE CITY OF TAMPA SHALL BE COORDINATED WITH THE CITY OF TAMPA CONSTRUCTION ENGINEERING & INSPECTIONS DIVISION (CEI) PRIOR TO THE START OF CONSTRUCTION. A MEETING MAY BE SCHEDULED BY EMAILING CAD-DEVELOPER@TAMPAGOV.NET A MINIMUM OF TEN (10) WORKING DAYS PRIOR TO THE INTENDED CONNECTION DATE TO COORDINATE AND SCHEDULE THE TAP WITH THE CITY. THE EMAIL MUST HAVE “REQUEST PRECON FOR UTL-XX-XXXXXXX” IN THE SUBJECT LINE FOR THE EMAIL TO BE FORWARDED TO THE CORRECT STAFF MEMBERS. IF YOU DO NOT RECEIVE A RESPONSE TO YOUR

EMAIL REQUEST AFTER 3 DAYS, THEN CONTACT THE CEI FRONT OFFICE AT (813) 635-3400.

D.PRIOR TO THE PRE-CONSTRUCTION MEETING WITH THE CITY OF TAMPA REGARDING THE PUBLIC WATER FACILITIES, THE CONTRACTOR SHALL OBTAIN THE LATEST EDITION OF THE CITY OF TAMPA WATER DEPARTMENT TECHNICAL MANUAL. ALL PRIVATELY INSTALLED PUBLIC FACILITIES, INCLUDING CONSTRUCTION, MATERIALS, AND WORKMANSHIP, ARE TO CONFORM WITH THE SPECIFICATIONS OUTLINED IN THE DEPARTMENT'S TECHNICAL MANUAL. IN THE EVENT

OF A DISCREPANCY, THE MOST STRINGENT CRITERIA SHALL APPLY.

E.BENDS SHALL BE INSTALLED ON ALL WATER MAINS AS NECESSARY TO MAINTAIN PROPER ALIGNMENT. JOINT DEFLECTIONS SHALL BE IN ACCORDANCE WITH AWWA C-600 (LATEST EDITION) EXCEPT DEFLECTIONS ALLOWED

SHALL BE LESS 80% OF THE DEFLECTION VALUES GIVEN IN THE AWWA DEFLECTION TABLE.

F. VALVES ON EXISTING CITY OF TAMPA WATER MAINS ARE TO BE OPERATED BY CITY PERSONNEL ONLY.

G.FIRE HYDRANT ASSEMBLIES TO BE OWNED AND MAINTAINED BY THE CITY SHALL BE 5 ¼” DNS.

H. ALL FIRE HYDRANT ASSEMBLIES AND FIRE LINE DOUBLE DETECTOR CHECK VALVES WHICH ARE TO BE PRIVATELY

OWNED AND MAINTAINED SHALL BE PAINTED RED.

I. FOR ANY NEW, ADJUSTED, OR RELOCATED FIRE HYDRANT ASSEMBLY, HYDRANT EXTENSIONS ARE NOT PERMITTED.

FIRE HYDRANT ASSEMBLY INSTALLATIONS MUST CONFIRM WITH THE WATER DEPARTMENT STANDARD. IF A NEW, ADJUSTED, OR RELOCATED FIRE HYDRANT ASSEMBLY IS NOT PROPERLY SIZED, A NEW HYDRANT MUST BE ORDERED

AT THE DEVELOPER'S EXPENSE.

J. THE DEVELOPER SHALL BE RESPONSIBLE TO LOCATE ALL EXISTING PUBLIC WATER SERVICE LINES NO LONGER TO BE SERVING THE PARCEL. THESE SERVICE LINES ARE TO BE REMOVED, AND CUT & CAPPED AT THE PUBLIC WATER MAIN

BY THE DEVELOPER.

K. THE DEVELOPER SHALL INSTALL AND TEST ALL BACKFLOW PREVENTION ASSEMBLY(IES) IN ACCORDANCE WITH THE CITY'S CROSS CONNECTION CONTROL AND PREVENTION MANUAL. A COPY MAY BE FOUND ONLINE AT WWW.TAMPAGOV.NET/WATER. A HOLD ON THE CERTIFICATE OF OCCUPANCY SHALL REMAIN UNTIL THE INSTALLATION OF THE ASSEMBLY(IES) ARE INSPECTED AND APPROVED BY THE WATER DEPARTMENT. TO SCHEDULE AN INSPECTION OF THE BACKFLOW PREVENTION ASSEMBLY(IES), PLEASE CONTACT THE FIELD QUALITY SECTION AT (813) 231-5266 OR

FIELDQUALITY@TAMPAGOV.NET.

L. THE RELIEF VALVE OF ANY INSTALLED REDUCED PRESSURE PRINCIPLE ASSEMBLY SHALL BE INSTALLED A MINIMUM OF 12 INCHES ABOVE THE GRADE OR THE FLOODPLAIN ELEVATION, WHICHEVER IS HIGHER. THE INSTALLATION SHALL

BE MADE SO THAT NO PART OF THE UNIT CAN BE SUBMERGED.

PIPE CLEARANCES

A.ALL WATER MAINS SHALL HAVE A MINIMUM COVER OF 36 INCHES AND SHALL MAINTAIN A MINIMUM OF THREE (3) FEET

HORIZONTAL SEPARATION FROM OTHER UTILITIES, EXCEPT STORM, WASTEWATER, AND GAS WHICH SHALL MAINTAIN

TEN (10) FEET HORIZONTAL SEPARATION, UNLESS OTHERWISE NOTED.

B. WATER MAINS SHALL CROSS ABOVE OTHER PIPES. WHEN WATER MAINS CROSS ANOTHER UTILITY, 18” OF OUTSIDE-TO-OUTSIDE VERTICAL SEPARATIONS SHOULD BE PROVIDED. IN CASES WHERE THE PREFERRED SEPARATION MAY NOT BE MET, A MINIMUM OF 12” OF OUTSIDE-TO-OUTSIDE VERTICAL SEPARATION MUST BE

PROVIDED.

C.ALL WATER MAIN CROSSINGS WILL OTHER UTILITIES SHALL BE ARRANGED SO THAT THE JOINTS OF THE CROSSING PIPES ARE EQUIDISTANT FROM THE POINT OF CROSSING (PIPES CENTERED ON THE CROSSING).

D.CLEARANCE BETWEEN ALL TREES AND WATER MAINS SHALL MEET CITY OF TAMPA PARKS DEPARTMENT LATEST REQUIREMENTS. NO TREE SHALL BE PLANTED WITHIN 10 FEET OF INSTALLED OR EXISTING WATER MAINS.

MATERIAL

A.ALL VALVES SHALL BE RIGHT HAND (CLOCKWISE) OPEN.

B. ALL DUCTILE IRON PIPE (DIP) FITTINGS AND APPURTENANCES SHALL UTILIZE POLYWRAP.

C.ALL HARDWARE SHALL BE, AT MINIMUM, 304 STAINLESS STEEL, UNLESS OTHERWISE NOTED.

D. ALL BELOW GROUND BENDS SHALL BE MECHANICAL JOINT.

E. ALL VALVES AND FITTINGS SHALL BE RESTRAINED.

F. CONCRETE THRUST BLOCKS SHALL NOT BE USED TO PROVIDE THRUST RESTRAINT. RESTRAINT OF PUSH-ON DIP (OTHER THAN FOR FITTINGS AND VALVES) SHALL BE WITH APPROVED PUSH-ON “GRIPPER-TYPE” RESTRAINTS.

FITTINGS AND VALVES SHALL BE CONNECTED TO PIPE WITH MEGA LUGS, OR APPROVED EQUAL.

G.ALL POTABLE WATER SERVICE LATERALS, AIR RELEASE VALVES, AND TEMPORARY SAMPLE POINTS SHALL BE CONSTRUCTED OF BLUE SDR-9 HIGH DENSITY POLYETHYLENE (HDPE) TUBING. ALL HDPE TUBING SHALL BE INSTALLED WITHIN A CASING AS DEFINED IN THE SPECIFICATIONS AND DETAILS OF THE CITY OF TAMPA WATER DEPARTMENT

TECHNICAL MANUAL.

DIRECTIONAL DRILLING

A.HORIZONTAL ALIGNMENT SHALL BE AS SHOWN ON THE DRAWINGS. THE PIPE SHALL HAVE A MINIMUM 48-INCH COVER.

THE MAXIMUM DEPTH SHALL BE DETERMINED BASED ON 36-INCH MINIMUM CLEARANCE UNDER WATER OR GAS LINES AND 24-INCH CLEARANCE UNDER ALL OTHER EXISTING OR PROPOSED UTILITIES TO BE CROSSED. COMPOUND CURVATURES MAY BE USED, BUT SHALL NOT EXCEED THE MAXIMUM DEflECTIONS AS SET FORTH BY THE HDPE PIPE

MANUFACTURE OR AWWA STANDARDS, WHICHEVER IS STRICTER.

B.ENTRY ANGLE SHALL BE 12° - 14° IDEAL (NOT TO EXCEED 15°). EXIT ANGLE SHALL BE 6° - 12° TO FACILITATE

“PULL-BACK”.

C.ENTRY AND EXIT ANGLES ARE DEfiNED AS ANGLES FROM THE HORIZONTAL.

D. A BORING LOG FOR THE VERTICAL AND HORIZONTAL ALIGNMENTS OF THE DIRECTIONAL DRILLED PIPES SHALL BE

PROVIDED AND SUBMITTED ALONG WITH THE AS-BUILT PACKAGE.

TESTING

A.ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS, CONNECTIONS, AND VALVES SHALL BE

PROPERLY PRESSURE TESTED, WITNESSED, AND ACCEPTED BY THE CITY. PRESSURE TEST TO BE PERFORMED IN ACCORDANCE WITH CITY OF TAMPA WATER DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY THE ASSIGNED CITY INSPECTOR A MINIMUM OF THREE (3) WORKING DAYS IN ADVANCE OF PERFORMING TESTS. CONTRACTOR SHALL PRESSURE TEST WATER MAINS AT A MINIMUM OF 150 PSI FOR A PERIOD OF TWO (2) HOURS IN ACCORDANCE WITH AWWA C600-87 STANDARDS. THE CONTRACTOR SHALL MAKE ALL NECESSARY APPLICATIONS AND ARRANGEMENTS.

B. ALL SAMPLE, PRESSURE TEST, AND CHLORINATION POINT PIPING SHALL BE COMPLETELY REMOVED PRIOR TO FINAL

ACCEPTANCE. THE CORPORATION STOP SHALL BE CLOSED AND PLUGGED AT THE MAIN.

C.CONTRACTOR SHALL PERFORM DISINFECTION AND HIRE INDEPENDENT FIRMS TO CONDUCT BACTERIOLOGICAL TESTING AS DEFINED IN F.A.C. 62-55.340. CONTRACTOR SHALL SUPPLY THE CITY WITH AS-BUILTS AND SAMPLE

RESULTS NECESSARY TO OBTAIN DEP CLEARANCES.

RESTORATION

A.ROADWAY RESTORATION SHALL BE IN CONFORMANCE WITH CORRESPONDING JURISDICTIONS LATEST STANDARDS.

B. ALL ASPHALT OPEN CUTS WITHIN CITY RIGHT-OF-WAY SHALL BE FULLY MILLED AND OVERLAYED FROM EDGE OF

PAVEMENT TO EDGE OF PAVEMENT PER THE WATER DEPARTMENT'S STANDARD DETAIL.

C.DISTURBANCE TO ANY PROPERTY, PUBLIC OR PRIVATE, AS PART OF THE CONSTRUCTION OF PUBLIC WATER

FACILITIES, SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION.

CERTIFICATE OF OCCUPANCY

THE CITY OF TAMPA WATER DEPARTMENT'S HOLD ON THE CERTIfiCATE OF OCCUPANCY WILL NOT BE RELEASED UNTIL ALL CLOSEOUT REQUIREMENTS SET FORTH BY CITY OF TAMPA WATER DEPARTMENT AND CONSTRUCTION ENGINEERING & INSPECTIONS DIVISION HAVE BEEN SATISFIED. THESE REQUIREMENTS MAY INCLUDE, BUT NOT BE LIMITED TO:

A. FINAL INSPECTION IN CONJUNCTION WITH THE CONSTRUCTION ENGINEERING & INSPECTIONS DIVISION PERSONNEL COMPLETED

AND APPROVED.

B. AS-BUILTS, BOTH HARD COPIES AND PDF, HAVE BEEN RECEIVED AND ACCEPTED. ALL RECORD DRAWINGS MUST CONFIRM WITH THE LATEST VERSION OF THE WATER DEPARTMENT'S WATER PIPE NETWORK AS BUILT REQUIREMENTS MANUAL.

C. ALL NECESSARY TESTING COMPLETED AND CERTIfiED.

D. PAYMENT OF ALL CITY OF TAMPA WATER DEPARTMENT FEES.

E. ISSUANCE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION / HILLSBOROUGH COUNTY HEALTH DEPARTMENT CERTIfiCATION OF COMPLETION APPROVAL (IF APPLICABLE).

F. RECEIPT AND ACCEPTANCE OF ALL REQUIRED EASEMENT DEDICATION DOCUMENTS (IF APPLICABLE).

G.RECEIPT AND ACCEPTANCE OF ALL REQUIRED TRANSFER OF OWNERSHIP DOCUMENTS (IF APPLICABLE).

.0

M

INLET PROTECTION

INLET PROTECTION

CONSTRUCTION FENCE

APPROXIMATE LOCATION

OF EXISTING 12" WATER

METER TO REMAIN

APPROXIMATE LOCATION

OF EXISTING 8" DDCVA

ASSEMBLY TO REMAIN

EXISTING VAN ACCESSIBLE ADA

PARKING SPACES TO REMAIN

EXISTING 4"

UNDERDRAIN

TO REMAIN

EXISTING 18"

STORMWATER

PIPE TO REMAIN

EXISTING 18"

STORMWATER

PIPE TO REMAIN

EXISTING STORMWATER

STRUCTURE TO REMAIN

EXISTING STORMWATER

STRUCTURE TO REMAIN

EXISTING 24" RCP

STORMWATER

PIPE TO REMAIN

EXISTING

STORMWATER

STRUCTURE

TO REMAIN

EXISTING ADA

PARKING SPACE

TO BE REMOVED

EXISTING 30" RCP

STORMWATER

PIPE TO REMAIN

EXISTING 15" RCP

STORMWATER

PIPE TO REMAIN APPROXIMATE LOCATION

OF EXISTING 12" FIRE

WATER LINE TO REMAIN

APPROXIMATE LOCATION

OF EXISTING 8" WATER

LINE TO REMAIN

EXISTING 12" WATER

LINE TO REMAIN

EXISTING 16" WATER

LINE TO REMAIN

EXISTING 12" CAST

IRON WATER LINE

TO REMAIN

APPROXIMATE LOCATION OF

EXISTING 8" WATER METER

ASSEMBLY TO REMAIN

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VEINLET PROTECTION

EXISTING PAVEMENT

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APPROXIMATE LOCATION

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APPROXIMATE LOCATION OF

EXISTING 12"X12" TAPPING

SLEEVE AND VALVE

APPROXIMATE LOCATION

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MAIN CAP

APPROXIMATE

LOCATION OF EXISTING

12" WATER MAIN CAP

PERIMETER PAVEMENT BMP

ALERT TO CONTRACTOR:

1. THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT.

CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR THIS ISSUE. WHEN

PERFORMING GRADING OPERATIONS DURING PERIODS OF WET WEATHER,

PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND WATER

MANAGEMENT TO CONTROL MOISTURE OF SOILS. REFER TO MASTER SITE

SPECIFICATIONS.

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PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND WATER

MANAGEMENT TO CONTROL MOISTURE OF SOILS. REFER TO MASTER SITE

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REMOVE ASPHALT

DEMOLITION PLAN LEGEND

FILTER SACK INLET PROTECTION

CONSTRUCTION FENCE

NOTES:

1. EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO BEST

AVAILABLE INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME

OF PLAN PREPARATION INCLUDING THE CITY OF TAMPA AS-BUILTS

AND ATLAS MAPS, 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 THE COMMENCEMENT

OF 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.

2. 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.

3. PARCEL LINES WERE ACQUIRED THROUGH THE HILLSBOROUGH

COUNTY GIS DATABASE. THE FINAL LOCATION OF ALL PROPERTY LINES

IS SUBJECT TO CHANGE. CONTRACTOR TO ACQUIRE ADDITIONAL

SURVEY AS NECESSARY TO VERIFY EXACT LOCATION OF PROPERTY.

EXISTING CONTOUR

EXISTING WATER PIPE

EXISTING STORMWATER PIPE

PROPOSED LIMITS OF WORK

PERIMETER PAVEMENT BMP. CONTRACTOR

MAY UTILIZE SILT DIKE ON PAVEMENT,

SYNTHETIC WATTLE, OR GRAVEL DIKE FOR

PERIMETER PAVEMENT BEST

MANAGEMENT PRACTICE AS THEIR OPTION.

IP5

INLET PROTECTION FILTER SACK

GRAB TENSILE STRENGTH

GRAB TENSILE ELONGATION

PUNCTURE

MULLEN BURST

TRAPEZOID TEAR

UV RESISTANCE

APPARENT OPENING SIZE

FLOW RATE

PERMITTIVITY

ASTM D-4632

ASTM D-4632

ASTM D-4833

ASTM D-3786

ASTM D-4533

ASTM D-4355

ASTM D-4751

ASTM D-4491

ASTM D-4491

MODERATE TO HIGH FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE

265 LBS

20 %

135 LBS

420 PSI

45 LBS

90 %

20 US SIEVE

200 GAL/MIN/SQ FT

1.5 SEC -1

FOR USE ONLY IN PAVED AREAS WHERE SEDIMENT LOADS ARE

EXPECTED TO BE VERY LOW. FILTER SACK MUST HAVE OVERFLOW

HOLES TO PREVENT PONDING.

N.T.S.

PROPERTIES TEST METHOD UNITSTEST METHOD UNITS

GRAB TENSILE STRENGTH

GRAB TENSILE ELONGATION

PUNCTURE

MULLEN BURST

TRAPEZOID TEAR

UV RESISTANCE

APPARENT OPENING SIZE

FLOW RATE

PERMITTIVITY

ASTM D-4632

ASTM D-4632

ASTM D-4833

ASTM D-3786

ASTM D-4533

ASTM D-4355

ASTM D-4751

ASTM D-4491

ASTM D-4491

300 LBS

20 %

120 LBS

800 PSI

120 LBS

80 %

40 US SIEVE

40 GAL/MIN/SQ FT

0.55 SEC -1

PROPERTIES

LOW TO MODERATE FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE

NOTES:

1. GEOTEXTILE SHALL BE A WOVEN POLYPROPYLENE FABRIC THAT MEETS OR EXCEEDS REQUIREMENTS IN

THE SPECIFICATIONS TABLE.

2. PLACE AN OIL ABSORBENT PAD OR PILLOW OVER INLET GRATE WHEN OIL SPILLS ARE A CONCERN.

3. THE WIDTH, "W", OF THE FILTER SACK SHALL MATCH THE INSIDE WIDTH OF THE GRATED INLET BOX.

4. THE DEPTH, "D", OF THE FILTER SACK SHALL BE BETWEEN 18 INCHES AND 36 INCHES.

5. THE LENGTH, "L", OF THE FILTER SACK SHALL MATCH THE INSIDE LENGTH OF THE GRATED INLET BOX.

MAINTENANCE NOTES:

1. INLET PROTECTION DEVICES MUST BE INSPECTED FOR SEDIMENT ACCUMULATION WITHIN THE CATCH BASIN. REMOVE TRAPPED

SEDIMENT WHEN BRIGHTLY COLORED EXPANSION RESTRAINT CAN NO LONGER BE SEEN.

2. REMOVAL OF SEDIMENT ACCUMULATED IN OR ADJACENT TO A STORM DRAIN INLET MUST BEGIN IMMEDIATELY UPON DISCOVERY, WITH COMPLETION OF THE ACTIVITY OCCURRING NO LATER THAN THE END OF THE FOLLOWING BUSINESS DAY.

3. INLET PROTECTION DEVICES SHALL BE INSPECTED FOR UNINTENDED BYPASS OR IMPROPER FLOW-RATES THAT MAY CAUSE

DOWNSTREAM FLOODING.

4. CONTACT THE EOR FOR ALTERNATE INLET PROTECTION IF THE DESIGNED PROTECTION MAY IMPACT DOWNSTREAM BMPS, ADJACENT SLOPES, ETC., DUE TO PONDING ISSUES. ENSURE THAT NO UNDERMINING OF INLET PROTECTION DEVICES HAS

OCCURRED.

5. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING OR

DETERIORATION.

GEOTEXTILE BAG

OVERFLOW HOLES

LOOPS SIZED FOR 1" REBAR.

USE REBAR FOR A HANDLE

TO EMPTY FILTER SACK AT

A SEDIMENT COLLECTION

LOCATION.

LOOPS SIZED FOR

RECTANGULAR BAR 2"X1/4".

LIFT FILTER BAG FROM

INLET USING RECTANGULAR

BAR FOR HANDLES.

2"X2"X3/4" RUBBER

BLOCK (TYP)

(FILTER SACK INSTALLED)

FRAME TO HOLD

FILTER BAG IN PLACE

1/4" BRIGHTLY

COLORED NYLON

ROPE EXPANSION

RESTRAINT

ISOMETRIC VIEW

SECTION VIEW

SECURE RECTANGULAR BAR TO

OR UNDER SURROUNDING

SURFACE.

1/4" BRIGHTLY COLORED

NYLON ROPE EXPANSION

RESTRAINT

FINISH

GRADE

H

INLET GRATE

D

GRAVEL (*) 24"

RUNOFF WATER

WRAPPED WITH SILT FENCE MATERIAL AND

SECURED WITH WIRE TIES OR OTHER

FASTENERS, GRAVEL FILLED**

FILTERED WATER

GRAVEL DIKE (WRAPPED IN FABRIC)

SECTION A-A

N.T.S.GD

* GRAVEL SHALL BE 2"-3" ANGULAR CLEAN STONE

**WEIGHTED EROSION EELS MAY BE USED AS AN ALTERNATE

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SHEET NUMBER

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C-201

ER

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W TAMPA BAY BLVD

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P W T

P WTP WTP WTP WTP WTP WTP WTP WTP WTP WTP WTP WTP

W

T P

W T

P W

T

P WTP WTP WTP WTP WTP WT

BFP

P FL

P FL

P FL

D

D C

VA

P FLP FLP FLP FLP FLP FLP FLP FLP FLP FLP FLP

FL

P

FL

P

FL

P FLP FLP FLP FLP FLP FLP FL

P FL

P FL

M

ROLLED 90° BEND

ROLLED 90° BEND

PROPOSED CONNECTION TO EXISTING 12"

DOMESTIC WATER MAIN WITH 12"X12"

TAPPING SLEEVE AND VALVE. CONTRACTOR

TO VERIFY LOCATION OF EXISTING WATER

MAIN AND NOTIFY ENGINEER OF RECORD

IMMEDIATELY IF DIFFERS FROM PLAN.

PROPOSED CONNECTION TO EXISTING 12" METER

ASSEMBLY. PLUG TO BE RETURNED TO COT WATER

DEPARTMENT UPON SERVICE CONNECTION.

EXISTING VAN ACCESSIBLE ADA PARKING

SPACES TO REMAIN. IMPACTS TO THE EXISTING

SPACES ARE NOT PROPOSED DUE TO UTILITY

TRENCHING. CONTRACTOR TO MATCH EXISTING

GRADES OF AT EDGE OF ADA PARKING SPACES.

EXISTING STORM STRUCTURE

UNDERDRAIN INV. EL.: 31.42'

E INV. EL.: 31.90'

W INV. EL.: 31.40'

EXISTING STORM STRUCTURE

UNDERDRAIN INVERT

ELEVATION: 31.42'

N INV. EL.: 32.00'

W INV. EL.: 32.00'

EXISTING 18" RCP

STORMWATER PIPE

EXISTING 24" RCP

STORMWATER PIPE

EXISTING STORM

STRUCTURE

N INV. EL.: 31.55'

E INV. EL.: 30.80'

W INV. EL.: 31.30'

UTILITY CROSSING #1:

WATER AND FIRE PRESSURE PIPE TO BE

ROUTED BELOW EXISTING STORMWATER PIPE.

EXISTING 18" STORMWATER PIPE INVERT

ELEVATION AT 31.90'. MAXIMUM PROPOSED

WATER AND FIRE INVERT ELEVATION AT 28.90'.

PROPOSED 12" PRIVATE BACKFLOW

PREVENTER PER COT STANDARD DETAIL 6.02C

PROPOSED METER ASSEMBLY

PAD EXTENSION PER COT

STANDARD DETAIL 6.02B

UTILITY CROSSING #2:

WATER AND FIRE PRESSURE PIPE TO

BE ROUTED BELOW EXISTING

STORMWATER PIPE. EXISTING 4"

STORMWATER PIPE INVERT ELEVATION

AT 31.42'. MAXIMUM PROPOSED WATER

AND FIRE INVERT ELEVATION AT 29.42'.

90° BEND

85 LF OF PRIVATE 12" PVC WATER LINE

40 LF OF PRIVATE 12" PVC WATER LINE

19 LF OF PRIVATE 12"

PVC WATER LINE

EXISTING 4"

UNDERDRAIN

34.47 ME

34.51 ME

34.53 ME34.34 ME

34.61 ME34.50 ME34.58 ME

34.78 ME

34.22 ME

34.45 ME

34.34 ME

34.65 ME

34.31 ME

EXISTING 15" RCP

STORMWATER PIPE

EXISTING 30" RCP

STORMWATER PIPE

34.53 ME

34.05 ME

APPROXIMATE LOCATION OF

EXISTING 8" DDCVA ASSEMBLY

APPROXIMATE LOCATION

OF EXISTING 8" DOMESTIC

WATER METER ASSEMBLY

EXISTING 12" METER ASSEMBLY

EXISTING 12" WATER MAIN

EXISTING 16" WATER MAIN

EXISTING 12" WATER MAIN

EXISTING 12"

DOMESTIC WATER LINE

EXISTING 12" FIRE LINE

EXISTING 18" RCP

STORMWATER PIPE 34.85 ME

35.00 ME34.81 ME

77 LF OF PRIVATE 12" PVC FIRE LINE

19 LF OF PRIVATE

12" PVC FIRE LINE

48 LF OF PRIVATE

12" PVC FIRE LINE

PROPOSED CONNECTION TO EXISTING 12"

DOMESTIC FIRE MAIN WITH 12"X12" TAPPING SLEEVE

AND VALVE. CONTRACTOR TO VERIFY LOCATION OF

EXISTING WATER MAIN AND NOTIFY ENGINEER OF

RECORD IMMEDIATELY IF DIFFERS FROM PLAN.

13 LF OF PRIVATE

12" PVC FIRE LINE

PROPOSED 12" PRIVATE

DDCVA PER COT

STANDARD DETAIL 6.02A

PROPOSED CONNECTION TO

EXISTING 12" WATER MAIN.

CAP TO BE RETURNED TO

COT WATER DEPARTMENT

UPON SERVICE CONNECTION.

34.49 ME

34.56 ME

34.80 ME

±40 LF OF EXISTING

12" DIP WATER LINE

ALERT TO CONTRACTOR:

1. THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT.

CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR THIS ISSUE. WHEN

PERFORMING GRADING OPERATIONS DURING PERIODS OF WET WEATHER,

PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND WATER

MANAGEMENT TO CONTROL MOISTURE OF SOILS. REFER TO MASTER SITE

SPECIFICATIONS.

Know what's below.

before you dig.Call

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NORTH

C-300

M

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AN

STANDARD DUTY ASPHALTIC

CONCRETE PAVEMENT PER

CITY OF TAMPA DETAIL 2.01A

PROPOSED CONCRETE

PAD PER CITY OF TAMPA

DETAIL 6.08

PROPERTY BOUNDARY

LIMITS OF WORK

PROPOSED WATER LINEP WT P WT

SITE PLAN LEGEND

SITE DATA TABLE

METER PAD EXTENSION AREA:

TRENCH DISTURBANCE AREA:

TOTAL PROJECT DISTURBANCE AREA:

230 SF

1,625 SF

1,858 SF

NOTES:

1. ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH

AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) OBTAINED FROM

NOAA NGS TOPOBATHY LIDAR DATED 01/16/2026.

2. ALL SPOT ELEVATIONS ARE TO TOP OF PAVEMENT UNLESS

OTHERWISE NOTED.

3. CONTRACTOR TO VERIFY A.D.A. COMPLIANCE. FOR ANY QUESTIONS

CONTACT CIVIL ENGINEER IMMEDIATELY.

4. GRADES IN ALL SIDEWALK, ACCESSIBLE ROUTES, INCLUDING

DRIVEWAY CROSSINGS, SHALL CONFORM TO ALL APPLICABLE A.D.A.

STANDARDS: NOT TO EXCEED 5.0% ALONG TRAVEL PATH WITH NOT

MORE THAN 2.0% CROSS SLOPE AND NOT TO EXCEED 2.0% IN ANY

DIRECTION IN ACCESSIBLE PARKING AREAS.

5. CONTRACTOR TO ADJUST EXISTING SANITARY SEWER MANHOLES,

ELECTRICAL MANHOLES, FIRE HYDRANTS, VALVE BOXES, WATER

METERS, STORM MANHOLES ETC. TO MATCH PROPOSED FINISHED

GRADES, IF NECESSARY.

6. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE EXISTING

SITE LAYOUT, UTILITY INVERTS, AND GRADE ELEVATIONS AS SHOWN

ON THESE PLANS ARE TAKEN FROM LIDAR PREPARED BY NOAA

DATED 01/16/2026 AND AS-BUILT UTILITY ATLASES PROVIDED BY

CITY OF TAMPA. THE INFORMATION HAS NOT BEEN INDEPENDENTLY

VERIFIED BY THE OWNER OR THE ENGINEER AND IS NOT TO BE

RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR VERIFYING EXISTING INFORMATION

SHOWN PRIOR TO CONSTRUCTION.

7. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS

SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE

CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC

SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR

REVIEW.

8. ALL SITE DRAINAGE PATTERNS MUST BE MAINTAINED.

9. PARCEL LINES WERE ACQUIRED THROUGH THE HILLSBOROUGH

COUNTY GIS DATABASE. CONTRACTOR TO ACQUIRE ADDITIONAL

SURVEY AS NECESSARY TO VERIFY EXACT LOCATION OF

PROPERTY.

10. CONTRACTOR TO MATCH EXISTING PAVEMENT GRADES AT LIMITS

OF UTILITY TRENCH EXCAVATION.

EXISTING STORMWATER PIPE

MATCH EXISTING GRADEXXX.XX ME

EXISTING WATER PIPE

EXISTING CONTOUR

PROJECT NAME: RAYMOND JAMES WATER MAIN EXTENSION

EXISTING USE: PARKING LOT

LOT AREA: 67.15 AC.

EXISTING PROVIDED PARKING: 610 SPACES

STANDARD: 485 SPACES ACCESSIBLE: 125 SPACES

PROPOSED PROVIDED PARKING: 609 SPACES

STANDARD: 485 SPACES ACCESSIBLE: 124 SPACES

REQUIRED ADA PARKING: 2% OF TOTAL (610 X 0.02 = 13 SPACES)

PROPOSED FIRE LINEP FL P FL

ALERT TO CONTRACTOR:

1. THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT.

CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR THIS ISSUE. WHEN

PERFORMING GRADING OPERATIONS DURING PERIODS OF WET WEATHER,

PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND WATER

MANAGEMENT TO CONTROL MOISTURE OF SOILS. REFER TO MASTER SITE

SPECIFICATIONS.

Know what's below.

before you dig.Call

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FL

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PROJECT NO.

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C-400

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