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��evwl EPARTMENT ACCESS ROADS AND EXISTING FIRE
RANTS WILL BE MAINTAINED DURING AND AFTER
DEMOLITION AND ALTERATIONS.
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DEMOLITION NOTES
1. FOR TREES AND /OR LANDSCAPE REMOVAL
AND /OR RELOCATION, REFER TO LANDSCAPE
DRAWINGS.
2. ALL EXISTING PAVEMENT MARKINGS WITHIN
PROPERTY LINES TO BE REMOVED,
3. - EXISTING ASPHALT PAVEMENT ANN BASE
WITHIN PROPERTY LINES TO BE REMOVED
(DEPTH OF BASE REMOVAL BASED ON
PROPOSED GRADES)
4, ALL EXISTING DRAINAGE STRUCTURES AND
PIPES WITHIN PROPERTY LINES TO BE
REMOVED
5. --------- ---- -- DENOTES TO BE REMOVED
6. DENOTES TO REMAIN
6. DENOTES EXISTING EDGE
. , ..... OF PAVEMENT
EXIST. ASPHALT PAVEMENT
AND BASE AND /OR CONC.
TO BE REMOVED. BACKFILL
WITH CLEAN FILL AND TOP
SOIL FOR NEW LANDSCAPE
AREA
ASPHALT PAVEMENT AND
BASE AND /OR CONC. TO
BE REMOVED FOR NEW 6"
CONCRETE.
EXIST. ASPHALT PAVEMENT
AND BASE AND /OR CONC.
TO BE REMOVED FOR NEW
HEAVY DUTY PAVEMENT
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LOCATION SKETCH
NOT NOT TO SCALE
LEGAL "DESCRIPTION:
Lots 3 through 10, and Lots 15 through 24, Block 2, WESTERFIELD
MANOR SECTIONS ONE AND TWO, according to the plat thereof as
recorded in Plat Book 18, Page 47, of the Public Records of
Miami —Dade County, Florida, less and except the North 20 of said Lots
3 through 10 taken for road right of way as set forth in Official
Records Book 8672, page 659 and Official Records Book 8890, Page
892, of the Public Records of Miami —Dade County, Florida.
Together with an easement over and across that portion of alley
vacated by City of South Miami Ordinance NQ. 33 -92 -1527 recorded
in Official Records Book 18767, Page 46, said easement reserved in
Quit Claim Deed recorded in Official Records Book 15895, Page 698,
both of the Public Records of Miami —Dade County, Florida.
GENERAL NOTES
1. SEE SURVEY FOR DESCRIPTION OF EXISTING FEATURES WITHIN SITE.
2. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE DEMOLITION OF
EXISTING ON SITE FACILITIES ABOVE AND UNDERGROUND, THE CONTRACTOR IS
RESPONSIBLE FOR THE REMOVAL FROM THE SITE OF ALL DEMOLISHED
MATERIALS, THE FILLING OF ALL DEPRESSIONS CAUSED BY DEMOLITION, AND
THE GRADING OF THESE AREAS SO AS NOT TO BE OBJECTIONABLE TO VIEW.
THE CONTRACTOR SHALL OBSERVE ALL REQUIRED SAFETY PRECAUTIONS IN THE
PERFORMANCE OF HIS WORK.
3. REMOVE ALL VEGETATION, ROLL AND COMPACT AREAS BEFORE REPLACING FILL.
FILL SHALL_ BE PLACED IN 12" LAYERS LOOSE MEASURE AND COMPACTED TO
907 OF MAXIMUM DENSITY AS DETERMINED BY AASHTO—T180 -78. FILL SHALL
BE LOCALLY ACCEPTABLE AND SUITABLE FOR FILL PURPOSES. THE TOP 12" OF
-. -FILL OR CUT UNDER PAVEMENT BASE SHALL BE COMPACTED TO 95% OF
MAXIMUM DENSITY AS DETERMINED BY AASHTO— T180° -78.
4. THE CONTRACTOR SHALL BE REQUIRED TO STABILIZE SLOPED AREAS. THE
CONTRACTOR SHALL GRADE AND SEED OR SOD THE AREA WITH THE PROVISION
THAT HE SHALL MAINTAIN THE SEEDED OR SODDED AREA AS REQUIRED UNTIL
SUCH TIME THAT THERE IS SUITABLE GROWTH TO ADEQUATELY PROTECT THE
EMBANKMENT. THE MAXIMUM ALLOWABLE SLOPE SHALL BE 2:1. CONTRACTOR
SHALL MATCH EXISTING GRADES AND ALL PROPERTY LINES AROUND SITE,
UNLESS OTHERWISE SHOWN ON GRADING PLAN. FINISHED GRADING AND
LANDSCAPING BY LANDSCAPE CONTRACTOR. GENERAL CONTRACTOR IS TO
GRADE ALL LANDSCAPED AREAS TO WITHIN 4" (.33') OF FINISHED GRADES.
ALL GRADES SHOWN ON GRADING PLAN ARE FINISHED GRADES.
5. DIMENSIONS, BUILDING LOCATIONS AND GRADING OF THIS SITE ARE BASED ON
AVAILABLE INFORMATION AT THE TIME OF LAYOUT. DEVIATIONS MAY BE
NECESSARY IN THE FIELD. ANY SUCH CHANGES OR CONFLICTS BETWEEN THIS
PLAN AND FIELD CONDITIONS ARE TO BE REPORTED TO THE ENGINEER PRIOR
TO STARTING CONSTRUCTION.
6. ALL CONSTRUCTION OF UTILITIES TO BE IN ACCORDANCE WITH LOCAL BUILDING
CODES.
7. IT IS THE CONTRACTOR'S FULL RESPONSIBILITY TO FURNISH AND INSTALL
WATER SERVICES AS REQUIRED. LINES TO BE INSTALLED SHOULD BE EXTENDED
FROM THE CLOSEST WATER MAIN CAP PLUGGED AT BUILDING. SEE C--3 FOR
REQUIRED WATER SERVICE SIZE:
8. LOCATION OF UNDERGROUND UTILITIES, EXISTING OR PROPOSED, ARE
APPROXIMATE OR SCHEMATIC. LOCATION OF EXISTING UTILITIES MUST BE
VERIFIED IN THE FIELD PRIOR TO ANY CONSTRUCTION.
9. GENERAL CONTRACTOR IS TO INCLUDE IN BID ALL UTILITY COSTS NECESSARY
TO PROVIDE COMPLETE ELECTRICAL SERVICE, SEWER TIE —IN, TAP FEES,
CONNECTION COSTS, AND WATER SERVICE AS REQUIRED BY LOCAL CODES AND
UTILITY COMPANIES.
10. THE CONTRACTOR SHALL BE REQUIRED TO EXTEND AND CONNECT SANITARY
SEWER TO THE EXISTING SEWER SYSTEM. IF SEWER IS NOT ADJACENT TO
SITE, THE CONTRACTOR SHALL BE REQUIRED TO EXTEND THE SANITARY SEWER
SERVICE TO THIS SITE IN ACCORDANCE WITH THE PLANS. SANITARY SEWER
LINE TO BE CONNECTED AT A MINIMUM 27 SLOPE USING A MINIMUM PIPE,
MATCHING EXISTING PIPE MATERIAL, UNLESS OTHERWISE SPECIFIED.
11. CONCRETE SIDEWALKS TO BE 3,000 P.S.I. CONCRETE, 4" THICK, WITH 6X6—
W1.4 X W1.4 WELDED WIRE MESH REINFORCED UNLESS OTHERWISE NOTED.
12. ALL CONCRETE CURB TO BE CONSTRUCTED OF 3,000 P.S.I. CONCRETE.
13. THE CONCRETE TRASH ENCLOSURE APRON SHALL BE 6" THICK OF 3,000 P.S.I.
CONCRETE REINFORCED WITH #4 BARS @ 16" O.C. EACH WAY.
14. COMMERCIAL DRIVEWAYS TO BE CONSTRUCTED IN ACCORDANCE WITH THE
STANDARDS SPECIFICATIONS OF THE CITY, COUNTY, OR STATE HIGHWAY
DEPARTMENT, WHICHEVER APPLIES.
15. ALL WORK TO BE PERFORMED THAT IS NOT COVERED BY THESE PLANS SHALL
BE CONSTRUCTED IN ACCORDANCE WITH APPLICABLE STATE, COUNTY, OR
LOCAL CODES, ALL WORK IN PUBLIC RIGHT —OF —WAYS SHALL BE IN
ACCORDANCE WITH ALL STATE AND LOCAL REQUIREMENTS AND STANDARDS.
16. THE CONTRACTOR IS ADVISED THAT THE SOILS REPORT IS A PART OF THE
BIDDING DOCUMENTS. IF THE SOILS REPORT IS NOT RECEIVED WITH THE BID
SET, IT IS THE BIDDERS RESPONSIBILITY TO OBTAIN AND REVIEW THE SOILS
REPORT PRIOR TO SUBMITTING FINAL BID.
17. SHOP DRAWINGS OF ALL MATERIALS BEING USED SHALL BE SUBMITTED TO
C.K.E. GROUP, INC. AND TO MIAMI —DADE COUNTY PUBLIC WORKS DEPARTMENT
FOR APPROVAL PRIOR TO ORDERING THE MATERIALS.
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FLORIDA oharm,�Scy
COASTAL
14.600 -RIGHT HAND
CHAMFER DRIVE - THRU
STORE NUMBER 10111
5748 BIRD ROAD
SOUTH MIAMI, FLORIDA
PROJECT TYPE
DEAL TYPES PEVY
CS PROJECT NUMBER 65223
W_1;7�0 FEW11M
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INCORPORATED
engineering • architecture • planning
15500 NEW BARN ROAD
SUITE 106
MIAMI LAKES, FLORIDA 33014
PHONE: (305) 552 -4124 FAX: (305) 826 -0619
EB #0004432
(TRO.
DEVELOPER:
2651 McCORMICK DR
CLEARWATER, FLORIDA 33759
(727) 669 -2900
Fax(727)669 -2915
SE&-.
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EDUARDO L. CAR ACHE; 'PE'S319i14
CKE GROUP, INC. `COA -4432;
REVISIONS:
1 04/15/13 - PER CITY COMMENTS
2 01/31/14 - ADD NOTE PER FIRE DEPT.
DRAWING BY: PJB
DATE: FEBRUARY 06, 2013
JOB NUMBER: CKE # 1319
TI TLE:
CVS PHARMACY
SITE DEMOLITION PLAN
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COMMENTS:
NOT RELEASED FOR CONSTRUCTION, �.,