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<br />REFERENCED DATA
<br />1. TOPOGRAPHIC SURVEY WAS PERFORMED BY AND OBTAINED FROM SURVTECH SOLUTIONS, TAMPA, FLORIDA
<br />(813)6214929, DATED MAY 12, 2002.
<br />2. EXISTING UTILITY INFORMATION SHOWN ON THESE PLANS IS A COMBINATION OF SURFACE -ONLY SURVEY DATA,
<br />FIELD OBSERVATION, AND LEGACY RECORD DRAWINGS. UTILITY LOCATES HAVE NOT BEEN PERFORMED (TO
<br />DATE) FOR THIS PROJECT.
<br />3. VERTICAL DATUM IS NAVD 1988, U.S. SURVEY FEET. BENCHMARK UTILIZED WAS NGS CONTROL STATION "C-663"
<br />WITH ELEVATION OF 81.57 FEET. HORIZONTAL DATUM IS BASED ON STATE PLANE NAD 1983 FLORIDA WEST, 2011
<br />ADJUSTMENT U.S. SURVEY FEET. SAID DATUM WAS ESTABLISHED BY UTILIZING THE FLORIDA PERMANENT
<br />REFERENCE NETWORK (FPRN).
<br />4. THE SURVEY INFORMATION CONTAINED HEREIN WAS OBTAINED FOR DESIGN PURPOSES AND MAY NOT BE
<br />ADEQUATE REPRESENTATION OF ACTUAL CONDITIONS FOR PROJECT CONSTRUCTION. EXISTING CONTOURS
<br />SHOWN REPRESENT INTERPOLATIONS/EXTRAPOLATIONS FROM THE BEST AVAILABLE SURVEY DATA. ALL RISK
<br />RESULTING FROM THE USE OR INTERPRETATION OF THE SURVEY DATA SHOWN SHALL BE BORNE BY THE
<br />CONTRACTOR.
<br />5. GEOTECHNICAL INVESTIGATION AND RECOMMENDATIONS PERFORMED BY ECS FLORIDA, LLC, REFER TO REPORT
<br />DATED JUNE 15, 2022.
<br />6. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ESTABLISH IN THE FIELD LIMITS OF CONSTRUCTION,
<br />BENCHMARKS (ELEV.), COORDINATES, CENTER LINES, AND STATIONING AS REQUIRED TO CONSTRUCT THIS
<br />PROJECT.
<br />GENERAL
<br />1. ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE MINIMUM STANDARDS SET FORTH BY THE FDEP,
<br />AWWA, NSF, AND CITY OF ZEPHYRHILLS.
<br />2. THE CONTRACTOR IS ADVISED NOT TO SCALE FROM DRAWINGS BUT TO FIELD VERIFY ALL DIMENSIONS. THE
<br />DIMENSIONS OF SPECIFIED AND FURNISHED PRODUCTS AND MATERIALS TAKE PRECEDENCE OVER DIMENSIONS
<br />INDICATED ON THE DRAWINGS. IF SIGNIFICANT DEVIATIONS OCCUR, THE CONTRACTOR SHALL NOTIFY THE
<br />ENGINEER AT LEAST 72 HOURS PRIOR TO CONSTRUCTION FOR A DETERMINATION AND RESOLUTION.
<br />3. THE CONTRACTOR SHALL CHECK PLANS FOR CONFLICTS AND DISCREPANCIES PRIOR TO PERFORMING ANY
<br />WORK IN THE AFFECTED AREA.
<br />4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND INSPECTION
<br />REQUIREMENTS SPECIFIED BY THE VARIOUS GOVERNMENTAL AGENCIES AND THE ENGINEER. THE CONTRACTOR
<br />SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION AND SCHEDULE INSPECTION ACCORDING TO
<br />AGENCY INSTRUCTIONS.
<br />5. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE VARIOUS
<br />GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK.
<br />CONSTRUCTION LAYOUT/LIMITS OF CONSTRUCTION
<br />1. THE CONTRACTOR SHALL OBTAIN THE SERVICES OF A PROFESSIONAL LAND SURVEYOR LICENSED IN THE STATE
<br />OF FLORIDA FOR LAYOUT. PROOF OF LICENSE SHALL BE SUBMITTED TO THE ENGINEER BEFORE BEGINNING
<br />LAYOUT.
<br />2. NO DISTURBANCE SHALL BE ALLOWED OUTSIDE OF THE RIGHT OF WAYS AND/OR THE LIMITS OF CONSTRUCTION
<br />SHOWN ON THE DRAWINGS UNLESS APPROVED BY THE OWNER OR SPECIFICALLY NOTED ON THE DRAWINGS.
<br />EXISTING CONDITIONS
<br />1. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE
<br />SHOWN BASED ON THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS.
<br />CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES,
<br />STRUCTURES, AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION.
<br />2. PRIOR TO SHOP DRAWING PREPARATION AND SUBMITTAL AND PURCHASE OF RELATED MATERIALS, THE
<br />CONTRACTOR SHALL FIELD VERIFY EXISTING UTILITIES (LOCATION, SIZE, MATERIALS OF CONSTRUCTION,
<br />OUTSIDE DIAMETER, WALL THICKNESS, ROUNDNESS, ELEVATIONS, ETC.) TO WHICH CONNECTION(S) WILL BE
<br />MADE. CONTRACTOR SHALL INCLUDE FIELD MEASUREMENTS ON SHOP DRAWINGS.
<br />3. THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER IN WRITING IMMEDIATELY IF CONFLICTS BETWEEN
<br />THE DRAWINGS AND ACTUAL CONDITIONS ARE DISCOVERED. THE CONTRACTOR SHALL ACCURATELY RECORD
<br />ANY SUCH CONFLICTS ON THE RECORD DRAWINGS.
<br />4. ANY PROPERTY CORNERS, MONUMENTS, OR BENCH MARKS WITHIN THE PROJECT AREA SHALL BE PROTECTED
<br />UNLESS OTHERWISE INDICATED FOR DEMOLITION. IF ANY SUCH ITEMS ARE IN DANGER OF DAMAGE OR HAVE
<br />BEEN DAMAGED, THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER IMMEDIATELY AND
<br />REPLACEIRESTORE THESE ITEMS AT NO ADDITIONAL COST TO THE OWNER. IF OWNER CHOOSES TO SELF
<br />PERFORM THE WORK OR INCURS RELATED EXPENSES, THE CONTRACTOR SHALL REIMBURSE THE OWNER FOR
<br />ALL COSTS ASSOCIATED WITH THE EFFORT.
<br />5. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES, ABOVE OR BELOW
<br />GROUND THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED BY THE CONTRACTOR CALLED FOR IN THIS
<br />CONTRACT.
<br />UTILITY COORDINATION
<br />1. THE CONTRACTOR SHALL NOTIFY ALL UTILITIES NEAR THE PROJECT AREA AT LEAST 48 HOURS PRIOR TO
<br />CONSTRUCTION. THIS SHALL INCLUDE NOTIFYING "SUNSHINE STATE ONE CALL OF FLORIDN AT LEAST 48 HOURS
<br />PRIOR TO ANY EXCAVATION WORK TO HAVE ALL EXISTING UTILITIES LOCATED. THE PHONE NUMBER IS
<br />14KO432.4770 AND THE WEB SITE IS WWW.CALLSUNSHINE.COM. IN INSTANCES WHERE DIGGING OCCURS IN
<br />WETLANDS, THE NOTIFICATION PERIOD SHALL BE INCREASED FROM AT LEAST 48 HOURS TO AT LEAST 10 DAYS.
<br />2. FLORIDA LAW (FS 553.851) REQUIRES THAT PERSONS MAKING EXCAVATIONS IN PUBLIC STREETS, ALLEYS,
<br />RIGHT-OF-WAYS OR UTILITY EASEMENTS MUST FIRST OBTAIN INFORMATION ON LOCATIONS OF UNDERGROUND
<br />GAS PIPELINES.
<br />3. THE CONTRACTOR IS RESPONSIBLE FOR BRACING, SHORING, OR PROVIDING OTHER MEANS NECESSARY TO
<br />PROTECT AND SUPPORT EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES (EXPOSED OR UNEXPOSED)
<br />THAT MAY BE IMPACTED BY HIS WORK.
<br />4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING POWERI TELEPHONE COMPANIES AND ARRANGING
<br />TO HAVE UTILITIES POLES HELD AND/OR GUY WIRES REMOVED AND REPLACED, IF NECESSARY FOR
<br />CONSTRUCTION, AT NO ADDITIONAL COST TO THE OWNER
<br />5. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE PUBLIC AGENCY(IES) PRIOR TO COMMENCING WORK
<br />WITHIN THEIR JURISDICTION.
<br />6. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BE FAMILIAR WITH THE OSHA EXCAVATION SAFETY
<br />STANDARDS AND TO ABIDE BY THEM AS COVERED UNDER THE FLORIDA TRENCH SAFETY ACT.
<br />7. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY.
<br />C I D
<br />RESTORATION
<br />1. ALL PAVING, STABILIZED EARTH, DRIVEWAYS, CURBS, SIDEWALKS, FENCES, SOD, LANDSCAPING, CULVERTS, ETC.
<br />DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED BY AND AT THE EXPENSE OF THE CONTRACTOR
<br />TO THE SATISFACTION OF THE OWNER.
<br />2. ALL EXISTING SIGNS AND MAILBOXES LOCATED WITHIN THE PROJECT SHALL BE REMOVED AND REINSTALLED OR
<br />REPLACED AS REQUIRED DURING CONSTRUCTION AND SHALL BE RESTORED BY AND AT THE EXPENSE OF THE
<br />CONTRACTOR TO THE SATISFACTION OF THE OWNER.
<br />3. ALL SIDEWALKS DAMAGED DURING CONSTRUCTION ARE TO BE A MINIMUM WIDTH OF 5, A MINIMUM OF 4" THICK,
<br />3,000 PSI CONCRETE, AND SHALL BE REINFORCED WITH 1 AX1.4 W.W.M.
<br />ACCESS/MAINTENANCE OF FACILITIES
<br />1. THE CONTRACTOR SHALL PROVIDE ACCESS TO ALL EXISTING UTILITIESIFACILITIES AND MAINTAIN
<br />UNINTERRUPTED SERVICES THROUGHOUT THE CONTRACT PERIOD.
<br />PIPING NOTES
<br />1. LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS. CONTRACTOR SHALL TAKE CARE TO
<br />PROVIDE PROPER GRADE ELEVATIONS AND ALIGNMENTS.
<br />2. SIZE OF FITTINGS SHOWN ON PLANS SHALL CORRESPOND TO THE ADJACENT STRAIGHT RUN OF PIPE UNLESS
<br />NOTED OTHERWISE. TYPE OF JOINT AND FITTING MATERIAL SHALL BE AS SPECIFIED FOR THE ADJACENT
<br />STRAIGHT RUN OF PIPE UNLESS NOTED OTHERWISE.
<br />3. ALL PIPE LENGTHS ARE APPROXIMATE. PIPE MEASUREMENTS FOR STRAIGHT ENDWALL END SECTIONS ARE TO
<br />END OF PIPE.
<br />4. PIPE HANGERS AND SUPPORTS ARE NOT SHOWN UNLESS A SPECIAL TYPE OR CONFIGURATION IS REQUIRED.
<br />FINAL SUPPORTS, LOCATIONS, AND TYPES SHALL BE DETERMINED BY THE CONTRACTOR AND INCLUDED IN THE
<br />PIPELINE DRAWING SUBMITTALS FOR REVIEW AND APPROVAL BY THE ENGINEER PRIOR TO INSTALLATION.
<br />MAXIMUM SPACING SHALL BE AS SPECIFIED.
<br />SEWER
<br />1. ALL WASTEWATER FORCE MAINS ARE TO BE CONSTRUCTED WITH 48" MINIMUM COVER UNLESS OTHERWISE
<br />NOTED ON THE PLANS.
<br />2. LOW PRESSURE AIR TEST AND VIDEO INSPECTION ARE REQUIRED FOR THE GRAVITY COLLECTION SYSTEM.
<br />ALTERNATIVE TESTING METHODS PROPOSED BY THE CONTRACTOR MUST BE PRE APPROVED BY CITY OF
<br />ZEPHYRHILLS.
<br />3. MANHOLE FRAMES AND COVERS, AND CO CAPS ARE TO BE WATER TIGHT. IF NEEDED, EXISTING MANHOLE TOPS
<br />ARE TO BE ADJUSTED TO PROPOSED GRADE.
<br />4. INFLOW PROTECTION DISHES ARE REQUIRED FOR ALL MANHOLES: STAINLESS STEEL IN PAVED AREAS, ABS IN
<br />UNPAVED AREAS.
<br />5. ALL SEWER FORCE MAIN LINES AND GRAVITY SERVICE LINES ACCEPTED BY THE CITY OF ZEPHYRHILLS MUST BE
<br />AT LEAST FOUR INCHES (4") AND EIGHT INCHES (8") IN DIAMETER, RESPECTIVELY, EXCEPT LATERAL SEWER LINES
<br />WHICH SHALL BE NO LESS THAN SIX INCHES (6') IN DIAMETER AND ACCEPTED BY THE CITY OF ZEPHYRHILLS TO A
<br />SANITARY CLEANOUT POINT OF DEMARCATION (POD). A SANITARY CLEANOUT SHALL BE PROVIDED WITHIN 10 OF
<br />EXTERIOR BUILDING WALL FOR ALL WASTEWATER SERVICE CONNECTIONS. ALL SERVICE LINES SHALL ENTERA
<br />MANHOLE.
<br />6. A BALL CHECK VALVE FOLLOWED BY A PLUG VALVE SHALL BE INSTALLED AT THE CITY OF ZEPHYRHILLS POD ON
<br />GOVERNMENT OR PRIVATELY OWNED FORCE MAINS DISCHARGING FROM PRIVATELY OWNED LIFT STATIONS
<br />CONNECTING INTO THE CITY OF ZEPHYRHILLS' UTILITY MAINS.
<br />7. CONNECTION TO EXISTING MANHOLES AND/OR LIFT STATIONS SHALL BE BY CORE BORE WITH KOR-I-SEAL
<br />CONNECTORS.
<br />8. ALL ELECTRICAL AND CONTROL BOXES AT LIFT STATIONS SHALL BE PAINTED MANOR HOUSE BROWN (SHERWIN
<br />WILLIAMS).
<br />9. CONTRACTOR SHALL COORDINATE WITH CITY OF ZEPHYRHILLS ON THE LOCATION OF THE LS DRIVEWAY BEFORE
<br />INSTALLING.
<br />UTILITY SEPARATION
<br />1. EACH PROPOSED UTILITY SHALL BE LAID TO ACHIEVE THE MINIMUM HORIZONTAL SEPARATION BETWEEN IT AND
<br />OTHER UTILITIES IN ACCORDANCE WITH THE TYPICAL UTILITY HORIZONTAL SEPARATION DETAIL AND FDEP
<br />REQUIREMENTS.
<br />2. AT LOCATIONS WHERE A PROPOSED UTILITY CROSSES ANOTHER UTILITY, THE PROPOSED UTILITY SHALL BE
<br />INSTALLED IN ACCORDANCE WITH THE TYPICAL UTILITY CONFLICT DETAIL AND FDEP REQUIREMENTS.
<br />3. IN THE EVENT THAT A UTILITY CONFLICT CAN NOT BE RESOLVED BY MAKING A MINOR ROUTE ADJUSTMENT OR BY
<br />UTILIZING THE TYPICAL CONFLICT DETAIL, THE CONTRACTOR SHALL SUBMIT A RELOCATION PLAN TO THE
<br />ENGINEER FOR APPROVAL PRIOR TO COMMENCING WORK. ALL RELOCATION EFFORTS SHALL BE SUBJECT TO
<br />THE APPROVAL OF THE ENGINEER AND ANY AFFECTED UTILITY COMPANIES.
<br />SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD)
<br />1. REFERENCE THE DOCUMENT TITLED "NOTICE OF INTENDED AGENCY ACTION - APPROVAL ERP INDIVIDUAL
<br />CONSTRUCTION MAJOR MODIFICATION" DATED APRIL 19, 2023, FOR SWFWMD SPECIFIC REQUIREMENTS FOR THE
<br />BLUETRITON BRANDS ZEPHYRHILLS TRUCK PARKING EXPANSION PROJECT. THESE REQUIREMENTS INCLUDE,
<br />' BUT ARE NOT LIMITED TO:
<br />a. IF LIMESTONE BEDROCK IS ENCOUNTERED DURING CONSTRUCTION OF THE STORMWATER MANAGEMENT
<br />SYSTEM, SWFWMD AND THE STAMPING ENGINEER SHALL BE NOTIFIED IMMEDIATELY AND CONSTRUCTION IN
<br />' THE AFFECTED AREA SHALL CEASE.
<br />b. THE PERMITTEE SHALL NOTIFY SWFWMD AND THE STAMPING ENGINEER OF ANY SINKHOLE DEVELOPMENT IN
<br />THE STORMWATER MANAGEMENT SYSTEM WITHIN 48 HOURS OF DISCOVERY AND MUST SUBMIT A DETAILED
<br />' SINKHOLE EVALUATION AND REPAIR PLAN FOR THE APPROVAL BY SWFWMD WITHIN 30 DAYS OF DISCOVERY.
<br />c. SWFWMD STAFF MUST BE NOTIFIED IN ADVANCE OF ANY PROPOSED CONSTRUCTION DEWATERING. IF THE
<br />DEWATERING ACTIVITY IS LIKELY TO RESULT IN OFFSITE DISCHARGE OR SEDIMENT TRANSPORT INTO
<br />' WETLANDS OR SURFACE WATERS, A WRITTEN DEWATERING PLAN WILL BE REQUIRED. CONTACT SWFWMD
<br />AND THE STAMPING ENGINEER AS SOON AS POSSIBLE IF DEWATERING ACTIVITIES ARE INTENDED.
<br />d ANY EXISTING WELLS IN THE PATH OF CONSTRUCTION SHALL BE PROPERLY PLUGGED AND ABANDONED BY A
<br />' FLORIDA LICENSED WELL CONTRACTOR.
<br />e. ALL STORMWATER MANAGEMENT SYSTEMS SHALL BE OPERATED TO CONSERVE WATER IN ORDER TO
<br />MAINTAIN ENVIRONMENTAL QUALITY AND RESOURCE PROTECTION; TO INCREASE THE EFFICIENCY OF
<br />' TRANSPORT, APPLICATION AND USE; TO DECREASE WASTE; TO MINIMIZE UNNATURAL RUNOFF FROM THE
<br />PROPERTY AND TO MINIMIZE DEWATERING OF OFFSITE PROPERTY.
<br />1
<br />ISSUED FOR PERMIT
<br />05/26/23
<br />TJS
<br />ACS
<br />NHL
<br />JPRH
<br />AJD
<br />0
<br />ISSUED FOR PERMIT
<br />08/26/22
<br />TJS
<br />ACS
<br />NHL
<br />JPRH
<br />AJD
<br />REV
<br />REVISION DESCRIPTION
<br />DATE
<br />DRWN
<br />DSGN
<br />CHKD
<br />j QC
<br />i APPD
<br />REF. DWG. NO
<br />MAINTENANCE OF TRAFFIC
<br />1. THE CONTRACTOR SHALL REFER TO THE "2014 FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND
<br />TRAFFIC DESIGN STANDARDS" FOR FDOT DESIGN INDEXES AND 2014 "FLORIDA DEPARTMENT OF
<br />TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" AS SUPPLEMENTS TO
<br />THE INFORMATION AND DETAILS PROVIDED IN THESE CONSTRUCTION DRAWINGS.
<br />2. ALL REFERENCED FDOT STANDARD INDEX DRAWINGS CAN BE FOUND AT
<br />WWW.DOT.STATE.FL.US/RDDESIGNIDS/14/STDS.SHTM,
<br />3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFE MAINTENANCE OF PEDESTRIAN AND VEHICULAR TRAFFIC
<br />AT ALL TIMES DURING THE DURATION OF THE PROJECT.
<br />4. THE CONTRACTOR SHALL MAINTAIN TRAFFIC IN ACCORDANCE WITH FDOT STANDARD INDEX 600 SERIES AND THE
<br />TECHNICAL SPECIFICATIONS. THE CONTRACTOR SHALL FURNISH, ERECT, AND MAINTAIN ALL NECESSARY
<br />TRAFFIC CONTROL AND SAFETY DEVICES THROUGHOUT THE PROJECT. ONE TRAFFIC LANE MUST BE MAINTAINED
<br />AT ALL TIMES WITH USE OF FLAGGER. ALL TRAFFIC LANES MUST BE WIDE OPEN FOR TRAFFIC AT THE CLOSE OF
<br />WORKDAYS. ALL SIGNING, BARRICADES, LIGHTING, AND FLAGGERS SHALL BE INCLUDED IN THE LUMP SUM COST.
<br />5. ALL PAVEMENT MARKINGS SHALL MEET CURRENT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES,
<br />STANDARDS, AND SHALL BE PAINTED IN ACCORDANCE WITH FDOT STANDARD SPECIFICATION SECTION 710.
<br />6. SIGNS AND BARRICADES TO BE ACCORDING TO FDOT MANUAL OF SAFE PRACTICES; REFERENCE FDOT INDEXES
<br />600 THROUGH 650 AND 17349 PER ROADWAY AND TRAFFIC DESIGN STANDARDS LATEST EDITION.
<br />PROJECT SPECIFIC
<br />1. REFER TO PROJECT SPECIFICATIONS.
<br />PAN
<br />REFERENCE DRAWING TITLE
<br />E NLL4
<br />067114 •i
<br />STATE OF Ar
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<br />MERRICK PROJECT NO.: 3021600491
<br />CLIENT PROJECT NO.:
<br />SCALE: N/A
<br />TITLE:
<br />BLUE TRITON ZEPHYRHILLS
<br />CIVIL
<br />CIVIL GENERAL NOTES
<br />REVISION: DRAWING NO.: SHEET NO.:
<br />1 6004-CN-01-001 1 1 OF 1
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