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LOTS 5 & 6, BLOCK 4 OAK HEIGHTS"
PLAT BOOK 46, PAGE 64
gF •per �. 0F' \\ \ �, I �'\ F \soy S4 \
vo. \ !F r \�ti \ \ 15' PlAT1ED CANAL
J'J\F�, MAINTENANCE EASEM /
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GUY: IN CANAL
EAST LINE, NORTHWEST 1/4, SECTION 36, EXIST. 5' CHAIN ;�'
TOWNSHIP 54 SOUTH, RANGE 40 EAST LINK FENCE
>-5' CLF CROSSES
I PROPERTY LINE
I
S89,28�03"W
S00'00'OOV
=-- -- -- -------- - ----- 10.00
„ 24.53
SITE DEMOLITION PLAN
=20 -0
N00'00 49-E
10.00'
TRACT 3 (NOT A PART)
N
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
1 inch = 20 ft.
III I VIII II I VIII VIII I III II I II II VIII I I I VIII II II I I III I III I I I IIII (III
Derm Number: 2011 - 1003 - 1606 -2664
Contact Name: MS KIM LEBLANC
Contact Phone: (954 )426 -5144
Folio: 09 -4036- 048 -0050
Project Name: CITY NATIONAL BANK
Date Received: 10/03/2011
L14 To T** 0
Know what's below.
Call before you dig.
GENERAL NOTES _
1. SEE SURVEY FOR DESCRIPTION OF EXISTING FEATURES Wrl'KIN SITE.
2. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THF - DEM01MN
OF EXISTING ON SITE FACILITIES ABOVE AND UNDERGROiJNV THE -_
CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL FROM =THE - SITE 9r
ALL DEMOLISHED MATERIALS, THE FIWNG OF ALL DEPRESSIONS CABBED
BY DEMOLITION, AND THE GRADING OF THESE AREAS SO AS NOT TO BE
OBJECTIONABLE TO VIEW. THE CONTRACTOR SHALL OBSERVE ALL RE-
QUIRED 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 90% 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 PRO-
VISION 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 LOCATION AND GRADING OF THIS SITE ARE
BASED ON AVAILABLE INFORMATION AT 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 INS-
TALLED SHOULD BE EXTENDED FROM THE CLOSEST WATER MAIN
CAP PLUGGED AT BUILDING. SEE UTILITY PLAN 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 MINI-
MUM 2% 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.
iZ. ALL CONCRETE CURB TO BE CONSTRUCTED OF 3,000 P.S.I. CONCRETE.
13. COMMERCIAL DRIVEWAYS TO BE CONSTRUCTED IN ACCORDANCE WITH THE
STANDARD SPECIFICATIONS OF THE CITY, COUNTY, OR STATE HIGHWAY
DEPARTMENT, WHICHEVER APPLIES.
14. 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.
15. 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 BIDDER'S RESPONSIBILITY TO
OBTAIN AND REVIEW THE SOILS REPORT PRIOR TO SUBMITTING FINAL
BID.
16. 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.
Cell
E OLITION NOTES
OR EES AND /OR LANDSCAPE REMOVAL
D R RELOCATION, REFER TO LANDSCAPE
_ RAWNGS.
ISTING PAVEMENT MARKINGS AND SIGNS
1 �IVITHI PROPERTY LINES TO BE REMOVED.
v 15 NG ASPHALT PAVEMENT AND BASE WITHIN
x -r ' RO ERTY LINES TO BE REMOVED (DEPTH OF
BAS REMOVAL BASED ON PROPOSED GRADES)
F�,
EXI NG CURBS, CONC. WALKS, SIGNS, BOLLARDS,
M LIGHTS, COLUMNS. RAILINGS, PLANTERS
NING TO AND AROUND BUILDING TO BE REMOVED.
s.
- DENOTES TO BE REMOVED
4r L7
-� c , Atll
6UILUIIAU DEPT..- .
STRUCTOPni
- DENOTES TO REMAIN
EXIST. ASPHALT PAVEMENT AND
BASE AND /OR CONCRETE TO BE
REMOVED. BACKFILL WITH CLEAN
FILL AND TOP SOIL FOR NEW
LANDSCAPE AREA
EXIST. ASPHALT PAVEMENT AND
BASE TO BE REMOVED FOR NEW
6" CONCRETE
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