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<br />'F. NU IIVJIMUMLIVIJ Vr RLUUKU KCr LLUIIIVV LAOLMLIVIO, RILjr1I—Vr—YY/1T0 ANL)/VR VYYIVLRJr1Ir` YYLML rVRIVIJPILV IV IML
<br />UNDERSIGNED EXCEPT AS SHOWN.
<br />5. BEARINGS SHOWN HEREON ARE BASED UPON AN ASSUMED BEARING OF N.64'36'01 "E., FOR THE NORTH BOUNDARY OF BLOCK
<br />134, TOWN OF ZEPHYRHILLS, AS PER THE MAP OR PLAT THEREOF RECORDED IN PLAT BOOK 1, PAGE 54, OF THE PUBLIC
<br />RECORDS OF PASCO COUNTY, FLORIDA.
<br />6. ELEVATIONS SHOWN HEREON ARE BASED UPON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88), NATIONAL GEODETIC
<br />SURVEY BENCHMARKS "B 663" AND "A 663" LOCATED ON U.S. HIGHWAY NO. 301 IN ZEPHYRHILLS, FLORIDA.
<br />"B 663" PUBLISHED ELEVATION = 88.38' (NAVD88).
<br />"A 663" PUBLISHED ELEVATION = 83.76' (NAVD88).
<br />7. SUBJECT PROPERTY MAY CONTAIN LANDS THAT ARE SUBJECT TO JURISDICTION OR RESTRICTION BY ONE OR MORE OF THE
<br />FOLLOWING AGENCIES: ARMY CORP. OF ENGINEERS, SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (S.W.F.W.M.D.) OR FLORIDA
<br />DEPARTMENT OF ENVIRONMENTAL PROTECTION (F.D.E.P.).
<br />8. TREES LOCATED AND SHOWN HEREON ARE LIMITED TO 5-INCH (D.B.H.) AND ABOVE.
<br />9. THE SURVEYOR WAS UNABLE TO OBTAIN A RECORDED DESCRIPTION FOR PARCEL A. IT IS RECOMMENDED THAT A TITLE SEARCH
<br />BE PERFORMED TO DETERMINE OWNERSHIP.
<br />L 1i E._F SH7!_ILJ 'ARRICADE) i1 EE 77N : [Ht E : , ..f 'A i7� r _ar ,. !,
<br />ILLUSTRATED ON Tii� ATTl''�C,�ED DIAGRAM.
<br />ectte barrier- are u.;ed d✓riny lonaf alteration and ,»natfcction ocfiviiies to protect trees. cnd
<br />ful ,,tees to be reto'ned on o site.
<br />ectrae barri'f` rs frost br erected a -cued TREES to be rotriined with an ar where rood atera.'an and
<br />�tr✓c+ion activities w3li occur as we! ns along NATUPAL AREAS where such areas are crdjocent to
<br />^,itted lend aite,otlo> and constracton oLhvities. A PROTECTIVE. BA RlFlI;must renarn in place until the
<br />olteration and cans"ruclion ocli•ties ore completcd or until commencement at grade finisnino ohd
<br />tiny No grct,nd disturbance rust occur wlthhn the barricaded area.
<br />I. W S o restncr access into the area within the DRIat LINE'
<br />�_ �1I h-' � o a tree, a cr ysicc� ruct„,Ere no fey than 3 r t in
<br />_,; height compr ea o wood o other s✓itoble m term
<br />�1A1'--�"''-..�"r..-r'" .... { prncee ornur a `Te t e at ih.. I,fVPL(NF excep'. vne land
<br />cf(ere? inn or co:n5i ctron act-art!os ore approved wit h a
<br />he drioline. See Ord, 87-2, .Sec. 4,8.3.m.
<br />2. The DRIPLINE oF a tree is the i,maginery, verticie line that
<br />extends downward from the outermost tips of the tree"s
<br />,_�. / : _._. __—.—j branches io ",'he ground. fig. A.
<br />dour corner upright stokes o` no less than 2" x 2" lumber
<br />connected by horizontci members of no less than 1" x A"
<br />� 11 I ,_� ) i iumber; or upright stokes spaced of 6" intervals of no less
<br />! r i Z" x 2' lnrnber connected by slt screen {abriC' or mate;irsl
<br />� ,r,r .-? I of corrncorabfe durability, Fig. R.
<br />F NARIRAL AREAS To restrict access into areas where land
<br />I alteration and cc; struction ocbvthes are not authorized, a
<br />l 1. h p y-sical structure not lees than 3 feet in height is placed
<br />� o ct ng the perfrneter of such areas.
<br />�\\ _ , I -- /-- SAPPIER SPECIFiCAPONS FOP NATURAL AREAS.,
<br />- _
<br />or!ght stakes of no teas than '" x ' lu-nber spaced no more
<br />-t..,n 21 ,par` ano co. ger_eu by txr- _ flagged -;;th Drastic
<br />surveying tape of rr3cjutor rntervpEs of 5-70: Fig C. Other
<br />Fig. B methods of demarcation will be considered deperdIng upon the
<br />characteristics of .the site.
<br />/ /
<br />WHV A BARF.iEP
<br />;&) j S",. z I. To protect eb above ground portions of trees oral other
<br />s.oKe
<br />s:gn;ficor.+ veqehoti.Or f•orn mechan!co: damage.
<br />T ct t m m r r��` s m fro- r Max. 25` _. .O OrOfE�. v✓. :, ...e 5 � Ca OCf O
<br />p
<br />. betwc-fr stagy=s
<br />3. To Grev%de e.i.oreness of protected area_ _ -her;f
<br />T R9S Tw 3 ed ne
<br />ar^Erpiers.
<br />xpF ��'e F �'{ ✓✓h y 1 T ,VaRKS
<br />R0% _ _�. 7
<br />A Ee'S ce For survival E
<br />greatly yenhanced ;f ro
<br />0' 1 construc;:on rrat_nti. heovy equipment or stoc;cpil: _ c` soil
<br />th
<br />r r' ; ' nr
<br />- is a,E_.+ea :r.�.,,e e barrier.: only horn ao_ .
<br />-
<br />r•- _ C
<br />y
<br />rt aadf'
<br />.- r o,,, t. ..-_ !onning and DEveac^-mot Mre e-err rel_. 272 5.920
<br />TREE BARRICADE DETAIL
<br />N7
<br />D;„P INLET
<br />WI T H GRATE
<br />STRAW BALES J
<br />STAKED WITH 2
<br />STAKES PER BALE
<br />— 1_ �,VPACTED SOIL —
<br />PREVENT PIPING
<br />RUNOFF WATER
<br />WITH SEDIMENT
<br />HAY BALE DETAIL
<br />KS
<br />STAKED
<br />STRAW BALE
<br />FILTERED
<br />WATER
<br />t I { ` I ! a.
<br />:.
<br />� ,e
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<br />"'
<br />III
<br />, E �
<br />�.
<br />LEGEND
<br />IP, IR
<br />= IRON PIPE, IRON ROD
<br />CM
<br />= CONCRETE MONUMENT
<br />(F)
<br />= FIELD DERIVED MEASUREMENT
<br />(P)
<br />= MEASUREMENT PER PLAT
<br />(D)
<br />= MEASUREMENT PER DESCRIPTION
<br />R Q
<br />= PROPERTY LINE, CENTERLINE
<br />R/W
<br />= RIGHT OF WAY
<br />0
<br />= FOUND IR (SIZE & REGISTRATION
<br />NUMBER AS NOTED)
<br />QO
<br />= FOUND IP (SIZE & REGISTRATION
<br />NUMBER AS NOTED)
<br />•
<br />= SET 5/8" IR "D.C. JOHNSON LB 4514"
<br />❑
<br />= FOUND CM (SIZE & REGISTRATION
<br />NUMBER AS NOTED)
<br />■
<br />= SET 4%4" CM "LB 4514"
<br />�
<br />=POWER POLE
<br />CB
<br />= CABLE TELEVISION BOX
<br />ST
<br />= STORM MANHOLE
<br />RS
<br />=ROAD SIGN
<br />WM
<br />= WATER METER
<br />`'
<br />= GUY WIRE
<br />m
<br />= TELEPHONE EQUIPMENT BOX
<br />EB
<br />= ELECTRIC BOX
<br />FH
<br />= FIRE HYDRANT
<br />GV
<br />= GATE VALVE
<br />— PROPERTY LINE
<br />EC PROPOSED SILT FENCE
<br />TB PROPOSED TREE BARRICADE
<br />EX. TREE TO BE REMOVED
<br />LEGAL DESCRIPTION
<br />=CEDAR
<br />TREE
<br />0'>O =
<br />OAK TREE
<br />CA =
<br />HICKORY TREE
<br />=LIGHT
<br />POLE
<br />SS =
<br />SANITARY MANHOLE
<br />e'�C =
<br />PALM TREE
<br />8* =
<br />TREE (UNNKOWN VARIETY)
<br />=
<br />CAMPHOR TREE
<br />ET =
<br />ELECTRIC TRANSFORMER
<br />TC =TRAFFIC
<br />CONTROL BOX
<br />O =
<br />BOLLARD
<br />si =
<br />METER POLE
<br />AR =
<br />AIR RELEASE VALVE
<br />0'e =
<br />CHERRY TREE
<br />d'� =CITRUS
<br />TREE
<br />SC =
<br />SPRINKLER CONTROL BOX
<br />w =WATER
<br />LINE
<br />=VERTICAL
<br />CONTROL BENCHMARK
<br />PB =
<br />ELECTRIC PULL BOX
<br />ro =
<br />ORNAMENTAL TREE
<br />— =
<br />OVERHEAD ELECTRIC WIRE
<br />=
<br />EXISTING ASPHALT
<br />11
<br />L ,,1 1%1 Z
<br />EX. BUILDING TO REMAIN
<br />/ " I
<br />.",
<br />EX. BUILDING TO BE
<br />J �
<br />__1_j -�
<br />- DEMOLISHED
<br />�`,� EX. ASPHALT/CONCRETE/
<br />PAVERS TO BE REMOVED
<br />DESCRIPTION: PARCEL A (PREPARED PER THIS SURVEY)
<br />ALL OF BLOCK 134, INCLUSIVE OF LOTS 1 THROUGH 24 AND ALLEY, TOWN OF ZEPHYRHILLS, AS PER THE MAP OF
<br />PLAT THEREOF RECORDED IN PLAT BOOK 1, PAGE 54, PUBLIC RECORDS OF PASCO COUNTY, FLORIDA.
<br />DESCRIPTION: PARCEL B (PER OFFICIAL RECORDS BOOK 4182, PAGE 867, OF THE PUBLIC RECORDS OF PASCO
<br />COUNTY, FLORIDA)
<br />LOTS 21, 22, 23 AND 24, BLOCK 135, TOWN OF ZEPHYRHILLS, AS PER PLAT THEREOF RECORDED IN PLAT BOOK 1,
<br />PAGE 54, PUBLIC RECORDS OF PASCO COUNTY, FLORIDA.
<br />DEMOLITION NOTES
<br />1. PRIOR TO THE INITIATION OF SITE CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES
<br />INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC, COMMUNICATION, CABLE TV, SANITARY AND STORM SEWER
<br />BOTH ON AND ADJACENT TO THE SITE.
<br />2. CONTRACTOR TO REMOVE ALL IMPROVEMENTS WITHIN THE LIMITS OF CONSTRUCTION EXCEPT AS NOTED.
<br />3. CONTRACTOR TO COORDINATE WITH LOCAL UTILITY OWNERS TO DISCONNECT/RELOCATE THEIR FACILITIES WITHIN THE
<br />LIMITS OF CONSTRUCTION PRIOR TO ANY DEMOLITION.
<br />4. SITE SPECIFIC EROSION AND SEDIMENT CONTROL: SILT FENCE TO BE PLACED AROUND THE PERIPHERY OF THE
<br />SITE PRIOR TO THE COMMENCEMENT OF CONSTRUCTION/DEMOLITION.
<br />5. FUGITIVE DUST EMISSIONS DURING DEMOLITION SHALL BE MAINTAINED TO AN ACCEPTABLE LEVEL BY CONTRACTOR,
<br />IN ACCORDANCE WITH THE CONSTRUCTION NOTES AND TESTING SCHEDULE, SHEET C-2
<br />6. REMOVE OR CAP ALL UTILITIES TO EXISTING STRUCTURES WHICH ARE TO BE REMOVED. CONTRACTOR TO
<br />COORDINATE WITH UTILITY OWNERS PRIOR TO MAKING ANY UTILITY ADJUSTMENTS.
<br />7. CONTRACTOR TO DEMOLISH, REMOVE AND DISPOSE OF ALL ASPHALT, CONCRETE, SIDEWALKS, CURBING, BUILDINGS
<br />AND BUILDING FOUNDATIONS WITHIN THE LIMITS OF CONSTRUCTION UNLESS OTHERWISE NOTED ON PLANS.
<br />DISPOSAL SHALL BE IN ACCORDANCE WITH ALL APPLICABLE LOCAL REGULATIONS.
<br />8. CONTRACTOR TO PROTECT PROPERTY CORNERS DURING DEMOLITION AND CONSTRUCTION
<br />9. DURING LAND ALTERATION AND CONSTRUCTION ACTIVITIES, IT SHALL BE UNLAWFUL TO REMOVE VEGETATION BY
<br />GRUBBING OR TO PLACE SOIL DEPOSITS, DEBRIS, SOLVENTS, CONSTRUCTION MATERIAL, MACHINERY OR OTHER
<br />EQUIPMENT OF ANY KIND WITHIN THE DRIPLINE OF A TREE TO REMAIN ON THE SITE UNLESS OTHERWISE
<br />APPROVED BY CITY OF ZEPHYRHILLS.
<br />EROSION / TURBIDITY CONTROL NOTES
<br />1. THE INSTALLATION OF TEMPORARY EROSION CONTROL BARRIERS SHALL BE COORDINATED WITH THE CONSTRUCTION
<br />OF THE PERMANENT EROSION CONTROL FEATURES TO THE EXTENT NECESSARY TO ASSURE ECONOMICAL, EFFECTIVE
<br />AND CONTINUOUS CONTROL OF EROSION AND WATER POLLUTION THROUGHOUT THE LIFE OF THE CONSTRUCTION
<br />PHASE.
<br />2. THE TYPE OF EROSION CONTROL BARRIERS USED SHALL BE GOVERNED BY THE NATURE OF THE CONSTRUCTION
<br />OPERATION AND SOIL TYPE THAT WILL BE EXPOSED. SILTY AND CLAYEY MATERIAL USUALLY REQUIRE SOLID
<br />SEDIMENT BARRIERS TO PREVENT TURBID WATER DISCHARGE, WHILE SANDY MATERIAL MAY NEED ONLY SILT
<br />SCREENS OR HAY BALES TO PREVENT EROSION. FLOATING TURBIDITY CURTAINS SHALL BE USED IN OPEN WATER
<br />SITUATIONS. DIVERSION DITCHES OR SWALES MAY BE REQUIRED TO PREVENT TURBID STORMWATER RUNOFF FROM
<br />BEING DISCHARGED TO WETLANDS OR OTHER WATER BODIES. IT MAY BE NECESSARY TO EMPLOY A COMBINATION
<br />OF BARRIERS, DITCHES AND OTHER EROSION/TURBIDITY CONTROL MEASURES IF CONDITIONS WARRANT.
<br />3. WHERE PUMPS ARE TO BE USED TO REMOVE TURBID WATERS FROM CONSTRUCTION AREAS, THE WATER SHALL BE
<br />TREATED PRIOR TO DISCHARGE TO THE WETLANDS. TREATMENT METHODS INCLUDE AND ARE NOT LIMITED TO,
<br />TURBID WATER BEING PUMPED INTO GRASSED SWALES OR APPROPRIATE VEGETATED AREAS, SEDIMENT BASINS, OR
<br />CONFINED BY AN APPROPRIATE ENCLOSURE SUCH AS TURBIDITY BARRIERS, AND KEPT CONFINED UNTIL ITS
<br />TURBIDITY LEVEL MEETS STATE WATER QUALITY STANDARDS.
<br />4. THE CONTRACTOR SHALL SCHEDULE HIS OPERATIONS SUCH THAT THE AREA OF UNPROTECTED ERODIBLE EARTH
<br />EXPOSED AT ANY ONE TIME IS NOT LARGER THAN THE MINIMUM AREA NECESSARY FOR EFFICIENT CONSTRUCTION
<br />OPERATIONS, AND THE DURATION OF EXPOSED, UNCOMPLETED CONSTRUCTION TO THE ELEMENTS SHALL BE AS
<br />SHORT AS PRACTICABLE. CLEARING AND GRUBBING SHALL BE SO SCHEDULED AND 3P RFORMED THAT GRADING
<br />OPERATIONS CAN FOLLOW IMMEDIATELY THEREAFTER, AND GRADING OPERATIONS SHALL BE SCHEDULED AND
<br />PERFORMED THAT PERMANENT EROSION CONTRO
<br />L FEATURES CAN FOLLOW IMMEDIATELY THEREAFTER IF ON 10 C DIT NS
<br />ON THE PROJECT PERMIT.
<br />5. THE CONTRACTOR AND/OR OWNER'S REPR
<br />ESENTATIVE NTATIVE SHALL PROVIDE ROUTINEMAINTENANCE
<br />INTENANCE OF PERMANENT AND
<br />TEMPORARY EROSION CONTROL FEATURES UNTIL THE PROJECT IS MP A. R COMPLETE AND ALL BARED SOILS ARE
<br />STABILIZED.
<br />6. SILT FENCE SHALL BE LOCATED AT THE PERIMETER OF CONSTRUCTION LIMITS, AS DEFINED BY FIELD CONDITIONS.
<br />7. CONTRACTOR IS TO PROVIDE EROSION CONTROL AND SEDIMENTATION BARRIER (HAY BALES OR SILTATION CURTAIN)
<br />TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS AND WATERWAYS. IN ADDITION,
<br />CONTRACTOR SHALL PLACE STRAW, MULCH OR OTHER SUITABLE MATERIAL ON GROUND IN AREAS WHERE
<br />CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT SITE. IF, IN THE OPINION OF THE ENGINEER AND/OR
<br />LOCAL AUTHORITIES, EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF -SITE EITHER BY NATURAL DRAINAGE
<br />OR BY VEHICULAR TRAFFIC THE CONTRACTOR IS TO REMOVE
<br />O E SAID EARTH TO
<br />THE SATISFACTION OF THE ENGINEER
<br />AND/OR AUTHORITIES.
<br />8. IF WIND EROSION BECOMES SIGNIFICANT DURING
<br />U G CONSTRUCTION, THE
<br />E NT CO RACTOR SHALL THE AFFECTED
<br />AREA USI
<br />NG G SPRINKLING, IRRIGATION OR OTHER ACCEPTABLE METHODS.
<br />9. ALL EXISTING SIDEWALK CRACKED OR DAMAGED SHALL BE REPLACED.
<br />OPTIONAL POST
<br />POSITION (VERTICA
<br />POST (OPTIONS 2"X4" �
<br />OR 2.5" MIN. DIA. WOOD;
<br />STEEL 1.33 LBS./FT. MIN.)
<br />INCIPLE POST POSITION
<br />ANTED 20' TOWARD FLOW)
<br />FILTER FABRIC
<br />LOW
<br />TOE OF --'
<br />PROPOSED GRADE
<br />8' MAX.
<br />2'
<br />STAKED SILT FENCE
<br />e--___F.D.O.T. TYPE III
<br />INDEX NO. 102
<br />IEXISTI�JG GRADE
<br />� .
<br />FILTER FABRIC IN
<br />CONFORMANCE WITH
<br />SEC.985 FDOT SPEC.)
<br />Li
<br />0 co
<br />2 T
<br />. * 0n EXISTING GRADE
<br />0-1
<br />N 1, * *
<br />— 00
<br />SILT FENCE DETAIL
<br />�,��iliiEill//f
<br />MEIIIIIIIIIIII
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<br />�I No 5742 0 _
<br />OWNER LAUREN D. CAMPO, P.E -�", M. 57421
<br />-r-_ STATE OF
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<br />February 04, 2014 �/,�i --- -� �.
<br />DATE DATE ///! I; ► I! ! 1i\"\\ (SEAL)
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<br />70 7FE BEST OF MY IOKMLmcE, i}f
<br />PLANS AND SPECIFICATIONS COMPLY WTINI s
<br />THE MINWUM BUILDING. CODES.
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