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<br />OPEN CUT AND PATCH
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<br />ELEVATION AT
<br />(TO PINCH A PENNY I EXISTING U11UTY SERVICES
<br />TO BE RELOCATED (TYPE
<br />(SEE UTILITY PLANS)
<br />EXISTING 6" PVC LATERAL
<br />_�(TO REMAIN)
<br />SEE ARCHITECTURAL PLANS ELEVATION AT
<br />FOR CONTINUATION THRESHOLD=52.41 '
<br />REMOVE EXISTTNG_,,/
<br />_REMOVE EXISTING CONCRETE CONCRETE
<br />SIDEWALK (TYP)
<br />EXISTING
<br />ELECTRICAL
<br />SERVICE(S)T I
<br />DRESS FOR LcSS
<br />FINISH FLOOR ELEVATION = 52.50'(AT MAIN ENTRY)
<br />(BASIS OF ELEVATIONS)
<br />HANDICAPPED REMOVE EXISTING CONCRETE
<br />(TO BE REMOVED) SIDEWALK (TYP)
<br />EXISTING BUILDING TO BE DEMOLISHED
<br />SEE ARCHITECTURAL PLANS FOR DETAILS
<br />EE t V'i71C�N AT REMOVE EXISTING
<br />\A _ CONCRETE PAD, BOLLARDS,
<br />'j REMOVE EXISTING ETC (T)P)
<br />6" CURBING
<br />(TO BE REMOVI
<br />REMOVE EXISTING PA
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<br />A INLET
<br />TOIL _ 4B, 2 '
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<br />SCALE (IN FEET)
<br />EXISTING 8" PVC WATER
<br />MAIN (TO REMAIN)
<br />i OPEN CUT AND PATCH
<br />(SEE DRAINAGE PLANS)
<br />EXISTING WATER SERVICE AND FIRE
<br />SERVICE TO BE ABANDONED
<br />SOLATTON VALVES DO NOT EXIST
<br />COORDINATE WITH CITY OF ZEPHYRHILLS
<br />UTILITY AND FIRE DEPARTMENTS
<br />REMOVE EXISTING
<br />�.� ASPHALT
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<br />! ° 1 ' WIDE CONCRETT Rl r" I°'
<br />REMOVE EXISTING CURBS RE 7AIN;1NG W,At.
<br />AND ISLAND (TYP) : +
<br />EXISTING OVERHEAD POWER TO
<br />BE RELOCATED
<br />rCOORDINATE WITH DUKE ENERGY
<br />SEE U11LITY PLANS
<br />k� TO R AIN) TYPICAL EXISTING 6 PVC LATERAL CONCRETE'`
<br />(TO REMAIN) ELEVATION AT REMOVE EXISTING
<br />8" CON CR ELEVATION AT
<br />I �,� fl CURBING » THRESHOLD=52.44 ASPHALT
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<br />!I ` EXISTING 6 CLEANOUT TO THRESHOLD-52.49
<br />{�`, (TO BE REMOVED) - d ,
<br />REMAIN ! - &
<br />XISTING POWER POLES I }cx
<br />BOLLARD EXISTING UTILITY SERVICES TO BE RELOCATED ' -
<br />�a�' T`O BE REMOVED) TO BE RELOCATED (TYP) ' -1 COORDINATE WITH DUKE ENERGY
<br />-- - -* (SEE UTILITY PLANS) BO (SEE UTILITY PLANS)
<br />aca�xH� REMOVE EXISTI
<br />TEMPORARY BENCH MARK REMOVE EXISTING T IC1N Ar`xxx CONCRETE
<br />ELEVATION = 51r39 ASSUMED L IN ASPHALTPAVMENT (TYP) SHOJ_n=.a ,. a ELEVATION AT _ xaex x ELECTRICAL EXISTING
<br />SG
<br />MO ( TEMPORARY BENCH MARK
<br />HANDICAPPED THRESHOLD=53.50
<br />RAMP REMOVE EXISTING PAVEMENT � NAIL IN ASPHALT
<br />CURB TYP REMOVED) REMOVE EXISTING CONCRETE -
<br />REMOVE EXISTIN) �DEWALK (TYP)
<br />x�x x xcnE-xaE xw LEVATIDN = 5O.Q3'(ASSUMED)
<br />SHOPPING CENTER ENTRY DRIVE (TO BE
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<br />(TO REMAIN) Il_
<br />'— — — — �" — �' '� — — — EXISTING WATER SERVICE
<br />1:.1. r 4'ATt� the .� i ISOLATION VALVES DO NOT EXIST
<br />�4 <. J HR SH'OLO =.53, 48' UTILITY D TE WITH CITY OF EPHYRHILLS
<br />,. DEPARTMENT
<br />j� COORDINATE
<br />L'LEt�;�1TI�t�WV ,�dT
<br />{ EXISTING LIGHT POLE i" i° ; 7HRESHOL.D-=53.57' x :47
<br />TO REMAIN (TYP) � Ise:, (TO REMAIN) �- ------ - ---- _ _ __ ---- -- _— — — — — — — — —
<br />CAP AND ABANDON
<br />I EXISTING U71UTY SERVICES
<br />OPEN CUT AND PATCH
<br />m � EXISTING WATER SERVICE I
<br />1 ry TO BE RELOCATED (TYP (SEE UTILITY PLANS) : L 4 ,'ION AT COORDINATE WITH CITY I � OPEN CUT AND PATCH
<br />(SEE UTILITY PLANS) s , w �, _ �,
<br />1� �,"'.,, Ir",f�-�;4.4.,,' OF iEPHYRHILLS UTILITIES I 1 (SEE UTILITY. PLANS)
<br />EXISTING 8" PVC SANITARY TJ MAX (:Q aj EXISTING 8" PVC WATER
<br />MAIN (TO REMAIN) REMOVE EXISTING MAIN (TO REMAIN),
<br />a' WANDiCAf PED I
<br />^ �. I � CONCRETE ELEVATION AT
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<br />T Hf?�:.�hCl_i�w.�•�. � ? ' � Gt�h9, Ate �O�'
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<br />(TO REMAIN) �412F.r1
<br />ELLVAD'ON' AT
<br />THRESHOLD=54.5.
<br />EXISTING 4" PVC I
<br />TOP=53, 40* FORCEMAIN TO REMAIN)
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<br />NOTE: EXISTING UTILITY LOCATIONS OBTAINED FROM AS--BUILTS AND
<br />NOT FIELD VERIFIED. CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES
<br />PRIORT TO COMMENCEMENT OF CONSTRUCTION
<br />LEGEND
<br />PROPERTY LINE
<br />REMOVE EXISTING PAVEMENT, WALLS, CONCRETE, ETC.
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<br />DENOTES EXISTING ON -SITE UTILITY TO BE REMOVED
<br />XDENOTES EXISTING TREE, LIGHT POLE, ETC. TO BE REMOVED
<br />UNLESS OTHERWISE INDICATED ON PLANS, EXISTING ABOVE AND BELOW
<br />GROUND STRUCTURES, UTILITIES, APPURTENANCES, PAVING, BASE
<br />MATERIAL, LANDSCAPING, ETC. WITHIN PROJECT AREA TO REMAIN.
<br />DEMOLITIONPHASING NOTES:
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<br />1. UNLESS OTHERWISE INDICATED ON PLANS, EXISTING SITE FEATURES WITHIN
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<br />PROJECT AREA TO REMAIN.
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<br />2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING
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<br />ABOVE-GROUND, UNDERGROUND, AND ON THE SURFACE STRUCTURES AND UTILITIES
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<br />AGAINST ANY CONSTRUCTION OPERATION THAT MAY CAUSE DAMAGE TO SAID FACILITY.
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<br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSEQUENTIAL DAMAGES RESULTING
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<br />FROM LACK OF PROTECTION.
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<br />1SOME, BUT NOT NECESSARILY ALL, EXISTING UNDERGROUND UTILITIES ARE SHOWN
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<br />IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY
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<br />THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE
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<br />EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES
<br />TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE
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<br />OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY
<br />�"Ld
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<br />AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL
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<br />DEVIATIONS.
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<br />4. THE CONTRACTOR SHALL GIVE ADEQUATE NOTIFICATION TO ALL AFFECTED UTILITY
<br />OWNERS FOR REMOVAL, RELOCATION, AND ALTERATION OF THEIR EXISTING FACILITIES.
<br />5. WHERE ENCOUNTERED, UNSUITABLE MATERIAL SHALL BE REMOVED TO A DEPTH
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<br />AND AREA DETERMINED BY THE GEOTECHNICAL ENGINEER AND BACKFILLED WITH CLEAN
<br />GRANULAR SAND OR SELECT MATERIAL AS APPROVED BY THE GEOTECHNICAL
<br />ENGINEER.
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<br />6. CONTRACTOR IS RESPONSIBLE FOR CHECKING ACTUAL SITE CONDITIONS BEFORE
<br />STARTING CONSTRUCTION.
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<br />7. THE CONTRACTOR SHALL COMPLY WITH ALL RULES AND REGULATIONS OF THE
<br />LOCAL, COUNTY, OR STATE AUTHORITIES REGARDING CLOSING OR RESTRICTING THE
<br />USE OF PUBLIC STREETS OR HIGHWAYS.
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<br />SOIL MANAGEMENT_
<br />IF IMPACTED (CONTAMINATED) SOIL IS ENCOUNTERED DURING CONSTRUCTION
<br />=
<br />ACTIVITIES NOTIFY THE GEOTECHNICAL ENGINEER FOR SPECIFIC RECOMMENDATIONS.
<br />TYPICALLY, THE IMPACTED SOIL SHALL BE MANAGED ON SITE IN THE FOLLOWING
<br />MANNER:
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<br />• THE GENERAL CONTRACTOR SHALL PREPARE AND IMPLEMENT A SITE -SPECIFIC
<br />HEALTH AND SAFETY PLAN FOR POTENTIAL HANDLING OF THE IMPACTED SOIL
<br />AND GROUNDWATER ON THE SITE. CONTAMINANTS THAT MAY BE ENCOUNTERED
<br />INCLUDE VOCS IN THE SOIL;
<br />v
<br />• IF THE IMPACTED SOIL IS EXCAVATED FROM THE SPREAD -FOOTING AREAS
<br />AND/OR CUT AREAS AND TEMPORARILY STOCKPILED ON SITE OVERNIGHT, IT
<br />SHOULD BE COVERED WITH PLASTIC SHEETING TO PREVENT RUNOFF FROM
<br />PRECIPITATION AND TO PROVIDE DUST CONTROL ON THE SITE;
<br />• THE ENTIRE VOLUME OF IMPACTED SOIL CAN BE RE -USED AS STRUCTURAL
<br />FILL MATERIAL (IF STRUCTURALLY SUITABLE) IN AREAS THAT WILL BE COVERED
<br />BY THE PROPOSED PARKING LOT AND BUILDING FOOTPRINT. THE IMPACTED
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<br />SOIL USED AS STRUCTURAL FILL MATERIAL MUST BE PLACED A MINIMUM OF 3
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<br />2i
<br />FEET ABOVE THE HIGH WATER TABLE DEPTH OF THE SITE;
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<br />• THE REMAINDER OF THE IMPACTED SOILS IF REMOVED FROM THE SITE ARE TO
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<br />BE PROPERLY DISPOSED IN AN OFF -SITE LANDFILL PERMITTED FOR SUCH USE.
<br />.-..1
<br />• IF UNEXPECTED PETROLEUM CONTAMINATION IS FOUND IN THE SOIL DURING
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<br />EXCAVATION ACTIVITIES, THE SOILS SHALL BE TESTED TO DETERMINE THE
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<br />APPROPRIATE DISPOSITION FOR THE SOILS. THE EXCAVATION CONTRACTOR
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<br />SHALL BE INSTRUCTED TO NOTIFY THE GEOTECHNICAL ENGINEER IF
<br />UNEXPECTED SOIL CONTAMINATION IS ENCOUNTERED. A PID METER SHALL BE
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<br />UTILIZED AND POSSIBLE LABORATORY TESTING SHALL BE COMPLETED TO
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<br />DETERMINE THE APPROPRIATE DISPOSITION FOR THE SOILS.
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<br />• DERMAL CONTACT WITH THE IMPACTED MATERIALS PLACED WITHIN THE FOOTING
<br />o
<br />❑
<br />OF THE STRUCTURE OR BENEATH THE FLOOR SLAB OF THE STRUCTURE SHALL
<br />1
<br />BE PREVENTED BY CAPPING WITH THE POURED CONCRETE FOOTING AND THE
<br />co
<br />BUILDING FLOOR SLAB;
<br />• DERMAL CONTACT WITH THE IMPACTED MATERIALS PLACED WITHIN THE PARKING
<br />LOT SHALL BE PREVENTED BY CAPPING WITH NEW BASE COURSE AND
<br />N
<br />IMPERMEABLE ASPHALT;
<br />• DERMAL CONTACT WITH THE IMPACTED MATERIALS PLACED WITHIN THE
<br />LANDSCAPE AREA SHALL BE PREVENTED BY THE ADDITION OF A GEOTEXTILE
<br />BARRIER AND A MINIMUM OF 18--INCHES OF CLEAN TOP SOIL.
<br />• A BARRIER AND CLEAN TOP SOIL SHOULD ALSO BE IMPORTED FOR PLACEMENT
<br />OVER THE IMPACTED MATERIALS IN ANY AREAS THAT WILL NOT BE COVERED
<br />WITH CONCRETE, ASPHALT OR A BUILDING FOOTPRINT. TREES ARE ALLOWED
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<br />'
<br />v
<br />J
<br />TO BE PLANTED WITHIN THE LANDSCAPE AREAS.
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<br />• IT IS ANTICIPATED THAT GROUNDWATER WILL NOT BE ENCOUNTERED DURING
<br />v
<br />THE SHALLOW EXCAVATION ACTIVITIES AT THE SITE. HOWEVER, SHOULD ANY
<br />WATER (INCLUDING PERCHED WATER OR STORM WATER) COLLECT IN THE
<br />EXCAVATIONS, IT WILL NEED TO BE PROPERLY DISPOSED OFF SITE BY A
<br />LICENSED WASTE HAULER. ADDITIONAL SAMPLING MAY BE REQUIRED TO ASSURE
<br />PROPER WATER DISPOSAL.
<br />SOILS DISPOSAL DOCUMENTATION AND REPORTING
<br />IF ENCOUNTERED, SOIL EXCAVATION AND RELOCATION AND/OR DISPOSAL OF THE
<br />IMPACTED MATERIAL SHALL BE DOCUMENTED IN A DETAILED POST -EXCAVATION
<br />REPORT, OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER. THE REPORT Shall
<br />PROVIDE THE VOLUME OF SOIL REMOVED; VERIFY THE PLACEMENT LOCATION OF
<br />IMPACTED MATERIAL ON SITE (IF APPLICABLE), THE LOCATION OF ANY CONFIRMATION
<br />SOIL SAMPLES COLLECTED AND LABORATORY ANALYTICAL RESULTS (IF APPLICABLE),
<br />THE SOIL DISPOSAL LOCATIONS, AND A SUMMARY OF PERTINENT HAULING RECORDS
<br />AND MANIFESTS.
<br />CLOSURE
<br />DURING THE DEVELOPMENT OF THE SITE, IF IMPACTED SOILS ARE ENCOUNTERED,
<br />THE CONTRACTOR SHOULD NOTIFY THE GEOTECHNICAL ENGINEER FOR SITE SPECIFIC
<br />RECOMMENDATIONS. THE NOTES REFERENCED ABOVE ARE GENERAL AND SHOULD
<br />BE DISCUSSED WITH A GEOTECHNICAL ENGINEER PRIOR TO IMPLEMENTATION.
<br />0
<br />EXCAVATED MATERIALS SHALL BE HANDLED IN A MANNER SET FORTH HEREIN AND
<br />IN ACCORDANCE WITH APPLICABLE STATUTES AND REGULATIONS.
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<br />CALL 48 HOURS
<br />BEFORE YOU DIG i
<br />IT'S THE LAW! �
<br />DIAL 811 Know what's below.
<br />Call before you dig.
<br />SUNSHINE STATE ONE CALL OF FLORIDA, ING
<br />7/31 /13
<br />1306001
<br />CO3
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