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<br />C 2020 tA.nicnh Crazion 620 0 HERE
<br />LOCATION MAP
<br />OF LOT 11f °' D5 , 5
<br />D9-2
<br />DOUBLE GRATE
<br />TOP = 104.94
<br />S. INV = 99.94
<br />N. INV = 91.2±
<br />-- - D8 10
<br />�� INV = 91.0
<br />��±d
<br />TRACT A
<br />"DRAINAGE ---EASEMENT)
<br />INV = 91.0
<br />EX. CURB & GUTTER f
<br />TO BE REMOVED (TYP.)
<br />�I
<br />t25-L.F. OF EX. 36"ADS
<br />PIPE TO BE REMOVED
<br />4( A
<br />EX. GRATE INLET STR. TO BED(
<br />REMOVED & REPLACED W/
<br />- FDOT TYPE-6 INLET STR. 1r,u t` In c+
<br />(SEE SHEETS C-1.1 & C-3.0) I J
<br />c)
<br />0
<br />- 0)
<br />J INACCESSIBLE X/
<br />t215-L.F. OF EX. 12" WATER >
<br />MAIN TO BE REMOVED (SEE <l
<br />SHEET C-1.2)
<br />30" ADS EX. 36"ADS PIPE STUB TO BE REMOVED
<br />D6-11 EX. 30"ADS PIPE) (PIPE CONNECTION INSIDE STRUCTURE
<br />STUB TO BE REMOVED TO BE BRICKED/GROUTED CLOSED)
<br />= _
<br />EX. GRATED INLET TO BE
<br />TOP 104.98
<br />W. INV = 100.40 O. REMOVED & REPLACED
<br />S. INV = 100.10 o co W/ M.H. FRAME/COVER
<br />E. INV = 91.30 0 0
<br />� �II
<br />>
<br />- I z
<br />' i I
<br />I i I
<br />I
<br />- LOT
<br />MANHOLE
<br />RIM = 111.17 1
<br />INV W. = 101.18
<br />INVIE. = 101.07 I
<br />I EX. CURB TO BE EX. CURB & GUTTER
<br />REMOVED (TYP.) TO BE REMOVED (TYP.)
<br />SAW -CUT LINE
<br />I EX. ASPHALT TO
<br />BE REMOVED (TYP.)
<br />f
<br />GENERAL NOTES:
<br />1. CONTRACTOR SHALL CONSTRUCT ALL TEMPORARY EROSION CONTROL SYSTEMS AS
<br />SHOWN ON EROSION CONTROL SHEET(S) AS DIRECTED BY THE ENGINEER, CITY OF
<br />ZEPHYRHILLS, OR A.H.J. INSPECTOR TO PROTECT ADJACENT PROPERTIES AND
<br />WATER RESOURCES FROM EROSION AND SEDIMENTATION. MEASURES SHALL BE
<br />INSTALLED PRIOR TO DEMOLITION ACTIVITY.
<br />2. VARIATIONS TO CONDITIONS OR DISCREPANCY IN ACTUAL CONDITIONS AS THEY
<br />APPLY TO THE DEMOLITION OR SITE DEVELOPMENT WORK ARE TO BE BROUGHT TO
<br />THE ATTENTION OF THE OWNER OR OWNER'S REPRESENTATIVE AND ENGINEER
<br />PRIOR TO THE COMMENCEMENT OF ANY SITE WORK.
<br />3. CONTRACTOR SHALL LOCATE AND IDENTIFY ALL EXISTING UTILITIES THAT ARE TO
<br />REMAIN AND PROTECT THEM FROM DAMAGE.
<br />4. CONTRACTOR TO CONDUCT ALL DEMOLITION OPERATIONS WITH MINIMUM
<br />INTERFERENCE TO PUBLIC OR PRIVATE ACCESSES, FACILITIES, OR EXISTING UTILITY
<br />SERVICES.
<br />5. PROTECT BENCH MARKS, PROPERTY CORNERS AND ALL OTHER SURVEY
<br />MONUMENTS FROM DAMAGE OR DISPLACEMENT. IF A MARKER NEEDS TO BE
<br />REMOVED AND/OR ADJUSTED, IT SHALL BE REFERENCED BY
<br />REMOVED/ADJUSTED/REPLACED BY A LICENSED LAND SURVEYOR.
<br />6. PROVIDE TRAFFIC CONTROL AS REQUIRED, IN ACCORDANCE WITH THE U.S. DEPT.
<br />OF TRANSPORTATION "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES" AND
<br />GOVERNING MUNICIPALITY REQUIREMENTS.
<br />7. CONTRACTOR SHALL COORDINATE EXACT DEMOLITION LIMITS AND UTILITY REMOVAL/
<br />RELOCATION REQUIREMENTS WITH THE OWNER AND A.H.J.
<br />8. DEPRESSIONS AND VOID AREAS CAUSED BY DEMOLITION WORK ARE TO BE FILLED
<br />TO SUBGRADE ELEVATION TO AVOID WATER PONDING.
<br />9. ALL CONSTRUCTION/DEMOLITION DEBRIS, NOT REUSED AS STRUCTURAL FILL, SHALL
<br />BE DISPOSED OF OFFSITE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE,
<br />AND LOCAL REGULATIONS.
<br />10. LOCATIONS OF ALL EXISTING UTILITIES SHOWN HAVE BEEN LOCATED BY GROUND
<br />EVIDENCE AND UTILITY LOCATE SERVICES. ALL UTILITIES MAY NOT HAVE BEEN
<br />LOCATED DUE TRACER TAPE MISSING OR MATERIAL TYPE. CONTRACTOR SHALL
<br />FIELD VERIFY EXACT LOCATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION.
<br />11. CONTRACTOR IS ADVISED TO VISIT THE SITE AND MAKE THEMSELVES FAMILIAR WITH
<br />THE EXISTING SITE CONDITIONS PRIOR TO BEGINNING CONSTRUCTION.
<br />12. ALL POWER POLES ALONG RIGHT OF WAYS ARE TO REMAIN. IF DEEMED
<br />NECESSARY, RELOCATION OF POWER POLES SHALL BE COORDINATED WITH POWER
<br />COMPANY OR UTILITY OWNER(S).
<br />13, DEMOLITION AND/OR RELOCATION OF EXISTING COMMUNICATION LINES SHALL BE
<br />COORDINATED WITH LOCAL UTILITY PROVIDER. CONTRACTOR SHALL VERIFY ROUTING
<br />PRIOR TO DEMOLITION ACTIVITIES TO PREVENT TERMINATION OF ANY EXISTING
<br />COMMUNICATION SERVICES OFFSITE.
<br />14. DEMOLITION OF WATER LINES SHALL BE COORDINATED WITH LOCAL UTILITY
<br />PROVIDER. CONTRACTOR SHALL VERIFY ROUTING/LOCATION(S) PRIOR TO DEMOLITION
<br />ACTIVITIES TO PREVENT TERMINATION OF ANY EXISTING WATER SERVICE(S) OFFSITE.
<br />15. DEMOLITION OF SEWER LINES SHALL BE COORDINATED WITH LOCAL UTILITY
<br />PROVIDER. CONTRACTOR SHALL VERIFY ROUTING/LOCATION(S) PRIOR TO DEMOLITION
<br />ACTIVITIES TO PREVENT TERMINATION OF ANY SEWER SERVICE(S) OFFSITE.
<br />16. NO UTILITIES SHALL REMAIN WITHIN ANY ON -GRADE BUILDING PAD AREAS.
<br />17. PROTECT TREES, PLANT GROWTH AND FEATURES DESIGNATED TO REMAIN AS FINAL
<br />LANDSCAPE MATERIAL.
<br />Know what's below.
<br />Call before you dig.
<br />THE LOCATION OF ALL UTILITIES (ABOVE OR BELOW GROUND) SHOWN ON
<br />THESE DRAWINGS ARE APPROXIMATE & WERE OBTAINED FROM
<br />OBSERVATIONS AT THE SITE AND/OR FROM THE UTILITY OWNERS. HOES,
<br />GIPSON & ASSOC., INC.; DOES NOT GUARANTEE THAT LOCATIONS SHOWN
<br />ARE EXACT. IT SHALL BE THE RESPONSIBILITY OF THE OWNER OF THE
<br />PROPERTY OR HIS AGENT AND/OR THE CONTRACTOR TO DETERYIE EXACT
<br />LOCATIONS OF EXISTING UTIUTIES (ABOVE OR BELOW GROUND) & TO
<br />NOTIFY UTILITY OWNERS BEFORE BEGINNING ANY CONSTRUCTION.
<br />CAUTION -NOTE TO CONTRACTOR
<br />THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT
<br />THE LOCATION AND/OR ELEVATION OF EXISTING
<br />UTILITIES AS SHOWN ON THESE PLANS IS BASED ON
<br />RECORDS OF THE VARIOUS UMUTY COMPANIES AND,
<br />WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD.
<br />THE INFORMATION IS NOT TO BE REUED ON AS BEING
<br />EXACT OR COMPLETE FL LAW REWIRES THE
<br />CONTRACTOR TO CALL THE UTILITY PROTECTION CENTER
<br />AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO
<br />REQUEST EXACT FIELD LOCATION OF UTIUTIES. IT SHALL
<br />BE THE RESPONSIBILITY OF THE CONTRACTOR TO
<br />COORDINATE THE RELOCATION OF ALL THE UTIUTIES
<br />WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS
<br />SHOWN ON THE PLANS.
<br />EX. CURB/GUTTER
<br />& HANDICAP RAMP
<br />TO BE REMOVED
<br />D5-14
<br />-- EDGE OF
<br />PAVEMENT = 110.35
<br />N. INV = 104.15
<br />W. INV = 103.35
<br />E. INV = 103.18
<br />D9-
<br />1I\1\,/ - qP 79
<br />t259-L.F. OF EX. 12" WATER
<br />MAIN TO BE REMOVED (SEE
<br />SHEET C-1.2)
<br />-EX. FIRE HYDRANT, VALVE, AND
<br />CONNECTING WATER LINE TO BE
<br />REMOVED (SEE SHEET C-1.2)
<br />-EX. TEE, VALVE, AND WATER
<br />LINE STUB TO BE REMOVED
<br />(SEE SHEET C-1.2)
<br />S i- ,LL FFm R CmmijN 6 _
<br />OUTPARCELS, LP - -
<br />-- - -- P
<br />BENCHMARK - -- -- - - - - - - -
<br />5/8" IRON ROD SET _ T4 7 c = PSI - - -- - - - - i I
<br />LB#6382 Rc 5 �l 50
<br />ELEVATION: 106.2,9 2i
<br />1. DEVELOPER NORTH AMERICAN DEVELOPMENT GROUP
<br />400 Clematis Street. Suite 201
<br />West Palm Beach. Florida 33401
<br />Phone:-%1-578-8700
<br />2. CIVIL ENGINEER HAINES, GIPSON & ASSOCIATES. INC.
<br />1550 North Brown Road, Suite 100
<br />Lawrenceville. Georgia 30043
<br />Phone: 770-491-7550
<br />EXISTING STORAGE FACT
<br />EXISTING DITCH
<br />(1-Story, 3,400 SF)
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<br />Y•L.E���''%
<br />0ENSF's ;
<br />No. 52896
<br />1 I ROTE: ALL OFF -SITE STORM WATER ENTERING THE
<br />m PROPERTY SHALL HAVE UNOBSTRUCTED FLOW
<br />O I THROUGH THE SITE THROUGHOUT THE CONSTRUCTION �'••. S T OF •;'�/�
<br />w PROCESS. SHOULD ANY CONFLICT ARISE, CONTRACTOR O� ••• F� P •.•' ��\
<br />TO CONTACT CIVIL ENGINEER IMMEDIATELY. F 0 R 1 \�
<br />m /ONAL E
<br />~ EXISTIIV' ///0 11111111111��
<br />I m ~ ! NOTE: ALL SEPTIC TANKS, DRAIN FIELDS, WELLS
<br />O AND RELATED INFRASTRUCTURE TO BE ABANDONED
<br />AND/OR REMOVED IN ACCORDANCE WITH ALL LOCAL,
<br />-� STATE AND FEDERAL LAWS AND REGULATIONS.
<br />X
<br />�I W
<br />NOTE: ALL UTILITIES ARE ASSUMED TO REMAIN
<br />ACTIVE UNLESS SPECIFICALLY NOTED TO BE REMOVED
<br />OR ABANDONED. CONTRACTOR SHALL USE CAUTION w
<br />( D-3 AND PROTECT ALL ACTIVE UTILITY SERVICES. �� w
<br />f RATE _.. --- - - 86.52 E A
<br />- ZEPHYR COMMONS I � �' �
<br />w O O
<br />- STORAGE LP C/O W w
<br />< EX. GRATE INLET 36" & NORTH AMERICAN DEVELOPMENT o z x
<br />1 t PE TO. OF EX. VE ADS F
<br />I PIPE TO BE REMOVED � U� U
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<br />� EX. MITERED END
<br />SECTION TO BE
<br />REMOVED
<br />SF ZEPHYR COMMONS INV - 107 00
<br />OUTPARCELS, LP
<br />r
<br />BENCHMARK
<br />518" IRON ROD SET
<br />LB#6382 BENCHMARK
<br />ELEVATION: 710.87 518" IRON ROD SET
<br />LB//6382
<br />ELEVATION: 112,92
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<br />j� m
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<br />S 15 O m
<br />MANHOLE �= h
<br />EX. SSMH TO REMAIN; RIM ELEV. TO TOP = 115.02
<br />BE ADJUSTED TO FINISHED GRADE r
<br />(SEE SHEETS C-2.0 & C-6.0) INV N. = 105.62
<br />INV S. = 105.72 D6-1A
<br />D5JC EX. ASPHALT TO EX. RIP -RAP TO -�
<br />EDGE OF BE REMOVED (TYP.) EX. CURB &GUTTER EX. ASPHALT TO BE REMOVED (TYP.) I',' j /��
<br />�TO BE REMOVED (TYP.) BE REMOVED (TYP.) NVV = 105.1
<br />D5 s PAVEMENT = 113.14 D6-9 I / EX. RIP -RAP TO
<br />EDGE OF D6-5
<br />W. INV = 106.96 __ I BE REMOVED (TYP.)
<br />PAVEMENT = 112.38 _ -- - -- -- - EDGE OF485.26,
<br />-- -
<br />EX. CURB & GUTTER _ - - /
<br />N. INV = 106.56 TO BE REMOVED (TYP.)� _ - _ - PAVEMENT = 113.1?
<br />W. INV = 104.81 EX. SEWER LINE
<br />TO REMAIN (TYP.) / / I W. INV = 109 61 * I ,
<br />E. INV = 104.79 RAISED CONC. ISLAND t12-L.F. OF EX-__
<br />EX. SSMH TO REMAIN; FIELD ADJUST 18"ADS PIPE TO BE
<br />TO BE REMOVED
<br />RIM ELEV. (IF NECESSARY) TO MATCHA �( REMOVED (TYP.) d
<br />FLUSH W/ FINISHED ASPHALT SURFACE _ EX. SSMH TO REMAIN; FIELD ADJUST () EX. C.B. TOP TO BE
<br />EX. C.B. TOP TO BE REMOVED &REPLACED
<br />r?Cj RIM ELEV. (IF NECESSARY) TO MATCH REMOVED & REPLACED W/ M.H. FRAME/COVER
<br />FLUSH W/ FINISHED ASPHALT SURFACE W/ M.H. FRAME/COVER
<br />EX. CURB/GUTTER
<br />EX. CURB/GUTTER
<br />& SIDEWALK TO BE
<br />& SIDEWALK TO BE -
<br />- -- I REMOVED (TYP.) REMOVED (TYP.)
<br />SAW -CUT LINE--"""
<br />INEN EX. PALM TREES TO
<br />BE REMOVED (TYP )
<br />SEE "GENERAL NOTES & SPECIFICATIONS", SHEET C-0.1,
<br />FOR ADDITIONAL REQUIREMENTS & SPECIFICATIONS
<br />CONTRACTOR TO INSTALL ALL INITIAL PHASE-1
<br />EROSION CONTROL MEASURES PRIOR TO FULL
<br />IMPLEMENTATION OF DEMOLITION PLANS. ONLY
<br />THOSE ITEMS NECESSARY FOR INSTALLATION
<br />OF PHASE-1 EROSION CONTROL MEASURES
<br />11
<br />SHALL BE REMOVED PRIOR TO THIS TIME.
<br />POOH, LLO: EX. CURB/GUTTER
<br />& SIDEWALK TO BE
<br />REMOVED (TYP.)
<br />MANHOL.
<br />TOP - 113.3 t0 MAIN T0E REMOVED
<br />INV N. = 104.9 (SEE SHEET C-2.0)
<br />INV S. = 105.14
<br />INV E. = 105.09
<br />I
<br />i
<br />2" B.O.
<br />SAW -CUT LINE SAW -CUT LINE
<br />-., VNATER
<br />"VALVE
<br />-
<br />'7PHYR comm 01n1TPAlRc IFI.,.S
<br />ENCHMARK
<br />NAIL & DISKD.
<br />LB4621
<br />ELEVATION = 11
<br />SAW_ -CUT LINE ��
<br />EX. CURB SECTION
<br />D6 8
<br />15" ADS _ . _ TO BE REMOVED
<br />v',15" ADS 18" A;
<br />EX. SIDEWALK &
<br />_ 1 CURB SECTION
<br />t31-LF. OF 8" WATER SF ZEPHYR COMM&S TO BE REMOVED
<br />MAIN TO BE REMOVED
<br />(SEE SHEET C-20) (- OUTPARCELS,E Ot
<br />I OP �� 13 �39 - = PAVEMENT = 113.32
<br />INV N. = 106.43 E. INV = 105.60 I
<br />INV S. = 106,49
<br />INV E. = 106.79
<br />EX. CURB/GUTTER
<br />& SIDEWALK TO BE DOT-5 ;
<br />REMOVED (TYP.)
<br />RIM - 114.37
<br />I LOT W. INV = 105.52 1
<br />E. INV = 105.47
<br />ai
<br />�r
<br />LID
<br />I ( D6-1 0
<br />EX. CURB & GUTTER - - TO BE REMOVED (r P.) 7-ELEVEN. INC
<br />D6-
<br />EDGE OF MANHOLE
<br />1 PAVEMENT = 113.32 TOP = 113.74
<br />E. INV = 106.32 IN\
<br />IN\
<br />F.D.O.T. DRAINAGE NOTE
<br />NO CONNECTION(S) OR MODIFICATIONS TO F.D.O.T.
<br />DRAINAGE SYSTEMS AND/OR WITHIN F.D.O.T.
<br />CONTROLLED RIGHT-OF-WAY OR EASEMENTS SHALL
<br />BE MADE AND STORMWATER FLOWS THROUGH THE
<br />SUBJECT SHALL NOT BE IMPEDED UNTIL AN F.D.O.T.
<br />DRAINAGE PERMIT HAS BEEN ISSUED,
<br />CONTRACTOR SHALL FIELD VERIFYALL EXISTING UTILITYLINE LOCATIONS
<br />WITHIN AND SURROUNDING THE LIMITS OF CONSTRUCTION PRIOR TO
<br />COMMENCEMENT OF CONSTRUCTION. CONTRACTOR SHALL COORDINATE
<br />TERMINATION & REMOVAL OF ALL EXISTING UTILITY SERVICE LINES WITH
<br />THE APPROPRIATE UTILITY COMPANY/OWNER/PROVIDER11
<br />LEGEND
<br />EXISTING ITEMS TO REMAIN
<br />EXISTING PAVEMENT
<br />(TO REMAIN)
<br />EXISTING CURB & GUTTER
<br />(TO REMAIN)
<br />EXISTING BUILDINGS
<br />(TO REMAIN)
<br />EXISTING FENCE
<br />(TO REMAIN)
<br />PROPERTY LINES - -
<br />EXI S TING I TEMS TO BE REMOVED
<br />EXISTING ASPHALT
<br />(TO BE REMOVED)
<br />EXISTING CURB & GUTTER
<br />(TO BE REMOVED)
<br />EXISTING CONCRETE
<br />(TO BE REMOVED)
<br />EXISTING BUILDINGS
<br />(TO BE REMOVED)
<br />EXISTING FENCE
<br />(TO BE REMOVED)
<br />PROPERTY LINES
<br />(TO BE REMOVED)
<br />EXISTING SIGN
<br />(TO BE REMOVED)
<br />EXISTING LIGHT & POWER POLE
<br />(TO BE REMOVED)
<br />EXISTING POWER LINE
<br />(TO BE REMOVED) -
<br />EXISTING WATER LINE
<br />(TO BE REMOVED)
<br />EXISTING METERS & VALVES �1!
<br />(TO BE REMOVED) Y`l
<br />z --
<br />EXISTING STORM PIPE -
<br />(TO BE REMOVED) - - -
<br />EXISTING STORM &SEWER STR. (TO B
<br />(TO BE REMOVED) /X\
<br />EXISTING ASPHALT
<br />(TO BE REMOVED)
<br />EXISTING CONCRETE ..,.�
<br />(TO BE REMOVED) '
<br />CON-1 LM DEMOLITIO
<br />- RIM 113.59
<br />E. INV = 105.24 GRAPHIC SCALE
<br />1 W. INV = 105.36 ao o ao so' 160'
<br />N PLAN
<br />(IN FEET)
<br />1 inch = 40 ft..
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<br />DRAWN BY
<br />CHECTLF
<br />IDY
<br />R
<br />DATE
<br />06/29/2020
<br />SHEET TITLE
<br />DEMOLITION PLAN
<br />SHEET NUMBER
<br />C-0.3
<br />HGA JOBNo 2020-t
<br />
|