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J
<br />S
<br />EX. 6" TREE TO
<br />BE RELOCATED
<br />co
<br />3 --c'�_ 1" = 2� _-
<br />Ln
<br />PROP TREE
<br />7 t. h A v e n u e BARRICADE (TYP.) _ _.. 7 t h A v e n u e
<br />EX. ROAD SIGNS SILT FENCE '3(T1?.) m IX. 40A0 SIGN
<br />E% ROAD SIGN TO BE TO BE REMOVED TO BE REMOVED
<br />Ex. 6" TREE TO REACJUS. -OR S'.DEW.4L,K
<br />BE RELOCA7--C
<br />/ ^ y
<br />1 I
<br />Y "
<br />(D
<br />BE REUSED
<br />E% 'REE TO BE
<br />T.
<br />ANI. ^
<br />b/ REM
<br />F
<br />/ TS
<br />%x. SIGNSTO
<br />A BE REMOVED
<br />EX. ROAD SIGN
<br />'C BE REMOVED {
<br />CONTRACTOR TO SAW -CUT - y
<br />E%IST:NG PAVEMENT `
<br />r 1
<br />EX. RETAINING WALL
<br />IX. SANITARY MAN LE '0 TO BE REMOVED
<br />I J REMAI4 AND 3E PRES"RVD T_
<br />TB DURING CONSTRUCTION
<br />To 3 MO
<br />P'EREG
<br />RJ
<br />ti �Y i TO DEL Sh_J. I `
<br />Ex. 5" TREE TO EX 6" TREE TO» "•—�,—�—,—„—�—SS,. °•— _.___
<br />BE RELOCATED EX. LIFT STATION '0 REMAIN j1�N DBE _[
<br />BE RELOCATED PROTECTED DURING CON$TRL1CL76I➢I
<br />C91 _ EX. GATE VALVE. CABLE BOX: AND-
<br />1 y ELECTRIC TRANSFORMER TO EX B' Ta -S 70 li
<br />J REMAIN AND BE PROTECTED 3= RE OC1E5 EX 6" FREE TO
<br />a DURING CONSTRUCTION BE RELOCATED @E DEMOLSHED
<br />E% g�iI&AIMED ATEqq
<br />I A<SIT' & ETER
<br />BOX TO BE RELOCATED D. WA ER V .ER & P C,4VEC " EX. SIGNS TO
<br />- WATE A55 V " ' - - BE REMOVED -
<br />EX. POWER POLE {/j I EX. BOLLARDS
<br />TO BE RELOCATED 1 EX. FIRE-YDRANT TO BE REMOVED IX� X TCABO BE
<br />T TO BE RELOCATED 6Y -I BOX TO BE -
<br />CITY 0- ZEPHYRHILLS EX. TRANSFORMER TO RELOCATED - -`t8
<br />R<'MAN AND BE PROTECTED % V TREES TO _
<br />DURING CONSTRUCTION EX., TELEPHONE `� /� BE RELOCATED I `` E% 3/4' WATER METER
<br />EOUIPMENT`TED ✓ k ; THAT SERVES E;REMOG
<br />EX POWER POLE TO "TfJ BE RELOCATED Ex. POWER LIBRARY TO BE REMOVED
<br />REMAIN AND BE PROTECTED POLE TO
<br />- DUR. NG CONSTRUCTION EX. 8" 'RES TO 81 - _ REMOVED 9 P >✓` -
<br />1 tl{ EX.. PARKING
<br />BE RELOCAT_C }
<br />BE REVCV-D
<br />�TB EX, ROAD SIGN T
<br />BE REMOVED AND -
<br />CONTRACTOR 70 SAW-CUTI ELECTRIC PULL BOX-
<br />EXIS'ING PAVEMENTiLcam[ CO
<br />BE RELOCATED
<br />I�
<br />(
<br />EX CONCRETE DRIVE-THRU AND
<br />APRON TO REMAIN AND BE
<br />PROTECTED DURING CONSTRUCTION y
<br />I l
<br />1 TREE BARRICADE DETAIL
<br />DROP INLET
<br />WITH GRATE
<br />6 t h ❑ ❑ ....-:::.
<br />6 t h A v e n U e
<br />STRAW BALES
<br />\\\ STAKED WITH 2
<br />STAKES PER BALE
<br />LEGEND
<br />'.P, IR - IRON PIPE, IRON ROD
<br />rp CEDAR TREE
<br />CM =CONCRETE MONUMENT
<br />- OAK TREE
<br />F - FIELD DERIVED MEASUREMENT
<br />= HICKORY TREE
<br />P = MEASUREMENT PER PLAT
<br />D = MEASUREMENT PER DESCRIPTION
<br />'� = LIGHT POLE
<br />Z = PROPERTY LINE, CENTERLINE
<br />©S = SANITARY MANHOLE
<br />R/W = RIGHT OF WAY
<br />p?(= PALM TREE
<br />O = FOUND IR (SIZE & REGISTRATION
<br />NUMBER AS NOTED)
<br />0* = TREE (UNNKOWN VARIETY)
<br />®= FOUND IP (SIZE & REGISTRATION
<br />00 = CAMPHOR TREE
<br />NUMBER AS NOTED)
<br />"D.C.
<br />Ei = ELECTRIC TRANSFORMER
<br />• = SET 5/B' IR JOHNSON LB 4514"
<br />❑ - FOUND CM (SIZE & REGISTRATION
<br />TC = TRAFFIC CONTROL BOX
<br />NUMBER AS NOTED)
<br />■ = SET 4"X4" CM 'LB 4514"
<br />= BOLLARD
<br />JY = METER POLE
<br />= POWER POLE
<br />® AIR RELEASE VALVE
<br />®= CABLE TELEVISION BOX
<br />/1h = CHERRY TREE
<br />= STORM MANHOLE
<br />r CITRUS TREE
<br />RS
<br />ROAD SIGN
<br />Q = SPRINKLER CONTROL BOX
<br />R =
<br />W = WATER LINE
<br />-
<br />YM ❑ -WATER METER
<br />VERTICAL CONTROL BENCHMARK
<br />= GUY WIRE
<br />TELEPHONE EQUIPMENT BOX
<br />PB ELECTRIC PULL BOX
<br />JER = ELECTRIC BOX
<br />•� ORNAMENTAL TREE
<br />Q = FIRE HYDRANT
<br />— = OVERHEAD ELECTRIC WIRE
<br />CV - GATE VALVE
<br />a = EXISTING ASPHALT
<br />PROPERTY LINE
<br />EX. BUILDING TO REMAIN
<br />EC PROPOSED SILT FENCE
<br />EX. BUILDING TO BE
<br />TB PROPOSED TREE BARRICADE
<br />- — - DEMOLISHED
<br />X IX. TREE TO BE REMOVED
<br />EX. ASPHALT/CONCRETE/
<br />PAVERS TO E REMOVED
<br />LEGAL DESCRIPTION
<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 UMITS OF CONSTRUCTION EXCEPT AS NOTED.
<br />3. CONTRACTOR TO COORDINATE WITH LOCAL UTILITY OWNERS TO DISCONNECT/RELOCATE THEIR FACILITIES WITHIN THE
<br />UMTTS 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 CONS IRUCTION/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 P 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 />B. CONTRACTOR TO PROTECT PROPERTY CORNERS DURING DEMOLITION AND CONSTRUCTION
<br />9. DURING LAND ALTERATION AND CONSTRUCTION ACTMTIES, 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 DRIPUNE OF A TREE TO REMAIN ON THE SITE UNLESS OTHERWISE
<br />APPROVED BY CITY OF ZEPHYRHILLS.
<br />EROSION / TURBIDITY CONTROL NOTES
<br />. 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 />STTUAMONS. 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/TURBRDITY 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 MELTS STATE WATER QUALITY STANDARDS.
<br />4- THE CONTRACTOR SHALL SCHEDULE HIS OPERATIONS SUCH THAT THE AREA OF UNPROTECTED ERODIOBLE�rRl T
<br />NT
<br />OPERATIONS, AND THE DURATION OF EXPOSED, UNCOMPLETED CONSTRUCTION TO THE ELEMENTS SHALL BE AS
<br />SHORT AS PRACTICABLE, CLEARING AND GRUBBING WILL BE 50 SCHEDULED AND 3PERFORMED THAT GRADING
<br />OPERATIONS CAN FOLLOW IMMEDIATELY THEREAFTER, AND GRADING OPERATIONS SHALL BE SCHEDULED AND
<br />PERFORMED THAT PERMANENT EROSION CONTROL FEATURES CAN FOLLOW IMMEDIATELY THEREAFTER IF CONDITIONS
<br />ON THE PROJECT PERMIT.
<br />5. THE CONTRACTOR AND/OR OWNER'S REPRESENTATIVE SHALL PROVIDE ROUTINE MAINTENANCE OF PERMANENT AND
<br />TEMPORARY EROSION CONTROL FEATURES UNTIL THE PROJECT IS COMPLETE AND ALL BARED SOILS ARE
<br />STABIUZED.
<br />S. 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, E)(CESSVE QUANTITIES OF EARTH ARE TRANSPORTED OFF-STTE EITHER BY NATURAL DRAINAGE
<br />OR BY VEHICULAR TRAFFIC, THE CONTRACTOR IS TO REMOVE SAID EARTH TO THE SATISFACTION OF THE ENGINEER
<br />AND/OR AUTHORITIES.
<br />B. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE CONTRACTOR SHALL STABILIZE THE AFFECTED
<br />AREA USING SPRINKLING, IRRIGATION OR OTHER ACCEPTABLE METHODS.
<br />9. ALL EXISTING SIDEWALK CRACKED OR DAMAGED SHALL BE REPLACED.
<br />2D' 2'
<br />STAKED SILT FENCE
<br />OPTIONAL POST F IPOSITION (VERTICAL) NDEXTN0.10211
<br />PRINCIPLE POST POSITION
<br />(CANTED 20- TOWARD FLOW)
<br />FILTER FABRIC EXISTING GRADE
<br />SILT FLOW
<br />TOE OF
<br />PROPOSED GRADE
<br />POST (OPTIONS 2'X4' B' MAX.
<br />OR 2.5' MIN. DIA. WOOD; FILTER FABRIC IN"
<br />STEEL 1.33 LES./FT. MIN.) SEC 9BS-AN-E FDOT SPEC.)
<br />SURVEYOR'S NOTES (BY D.C. JOHNSON & ASSOCIATES, INC.) STRAW°BALE
<br />COMPACTED SOIL
<br />1. USE OF OF THIS SURVEY FOR PURPOSES OTHER THAN INTENDED, WIHOUT WRITTEN VERIFICATION, WILL BE AT THE USER'S SOLE TO PREVENT PIPING
<br />RISK AND WITHOUT LIABILITY TO THE SURVEYOR. NOTHING HEREIN SHALL BE CONSTRUED TO GIVE ANY RIGHTS OR BENEFITS TO EXISTING GRADE
<br />ANYONE OTHER THAN THOSE CERTIFIED TO. _
<br />2. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE; THEREFORE THE UNDERSIGNED MAKES NO GUARANTEES OR FILTERED
<br />REPRESENTATIONS REGARDING INFORMATION SHOWN HEREON PERTAINING TO EASEMENTS, RIGHTS -OF -WAY, SETBACK LINES, RUNOFF WATER WATER "0
<br />AGREEMENTS, RESERVATIONS, OR OTHER SIMILAR MATTERS. WITH SEDIMENT ., li
<br />3. NO UNDERGROUND INSTALLATIONS, IMPROVEMENTS OR ENCROACHMENTS, HAVE BEEN LOCATED EXCEPT THOSE SHOWN HEREON.
<br />4. NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHT-OF-WAYS AND/OR OWNERSHIP WERE FURNISHED TO THE
<br />UNDERSIGNED EXCEPT AS SHOWN. ;
<br />5. BEARINGS SHOWN HEREON ARE BASED UPON AN ASSUMED BEARING OF N.54'36'01'E., FOR THE NORTH BOUNDARY OF BLOCK ` SILT FENCE DETAIL
<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, ^` F
<br />6. ELEVATIONS SHOWN HEREON ARE BED UPON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAV088), NATIONAL GEODETIC _ e "
<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 - B3.76' (NAVD88).
<br />7. SUBJECT PROPERTY MAY CONTAIN LANDS THAT ARE SUBJECT TO JURISDICTION OR RESTRICTION BY ONE OR MORE OF THE OWNER LAUREN D. CAMPO, P.E. NO. 57421
<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.EP.).
<br />8. 9. THTREES
<br />SURVEYOR WAS SHOWN UNABLE TOREON OBTAINRE LIMITED TO 5-INCH A RECORDED DESCRIPTION FOR PARCEL AAND . IT IS RECOMMENDED THAT A TITLE SEARCH January 15, 2014
<br />BE PERFORMED TO DETERMINE OWNERSHIP. HAY BALE DETAIL
<br />DATE DATE (SEAL)
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<br />Comm. No: 12010.00
<br />Date 01/16/14
<br />Dawn: KLD
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<br />C 2014 HARVARD JOLLY, INC.
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