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Date,
11/29/99
Drawn,
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Revised,
12/08/99
Revised,
02/01 /Ot
Revised,
03/07/04
Revised,
04/04/01
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Comm. No. 9952
Date,
11/29/99
Drawn,
A.
Revised,
12/08/99
Revised,
02/01 /Ot
Revised,
03/07/04
Revised,
04/04/01
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1 AFTER DEMOLITION OF EXISTING ASPHALT WALKWAY, REMOVE AND/OR REGRADE SUBGRADE
FOR NEW 4„' CONCRETE WALKWAY.
ALA I
1. THE USE OF ELECTRONICALLY STORED DATA IS INTENDED FOR INFORMATIONAL
PURPOSES ONLY AND NOCONTRACTOR
SEALED MUST UTILIZE SIGNED AND DOCUMENTS FOR
2. THE TERM "MATCH EXISTING GRADES" TRANSITION
CONSTRUCTION O EXISTING CONDITIONS.
CONTRACTOR'S 7. IT IS THE RESPONSIBILITY ! BECOME
SCHEDULE AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. THE
CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND
ACCORDING INSTRUCTION.
9. SITE CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH F AT LEAST 3000
P.S.I. IN 28 DAYS, UNLESS OTHERWISE NOTED.
10. ALL ELEVATION ARE BASED .G.V.D. 1929 DATUM.
REMOVE D REPLACE IRRIGATION WITH ►► ORIGINAL CONDITION.
GENERAL CONSTRUCTION NOTES (CONTINUED)
17. ALL WORK SHALL COMPLY WITH ALL APPLICABLE AL, STATE, AND LOCAL CODES,
I Mmm B Am
10.
ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THE WORK SHALL BE RESTORED
MASON BLAU
TO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITIONS UNLESS
AND
SPECIFICALLY EXEMPTED BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL T
ASSOCIATES, INC.
OTHER CONSTRUCTION AND NO EXTRA COMPENSATION IS TO BE ALLOWED.
ARCHITECTS, PLANNERS
A A a 0 a 2 7 7 9
11.
ALL DISTURBED AREAS WHICH ARE NOT TO BE SODDED, ARE TO BE SEEDED AND
18. ALL WORK SHALL BE PERFORMED AND FINISHED IN A WORKMANLIKE MANNER TO
MULCHED TO DOT STANDARDS, AND MAINTAINED UNTIL A SATISFACTORY STAND OF
GRASS, ACCEPTABLE T THE REGULATORY AGENCY AND ENGINEER OF RECORD, HAVE
BEEN OBTAINED. ANY WASHOUTS, REGRADING, RESEEDING, AND GRASSING WORK,
THE BEST RECOGNIZED TRADE PRACTICES.
AND OTHER EROSION 0 REQUIRED" ILL BE PERFORMED BY THE CONTRACTOR,
UNTIL THE SYSTEM IS ACCEPTED FO MAINTENANCE, BY THE REGULATORY AGENCY
2555 NURSERY R®,
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AN ENGINEER O RECORD.
�a4
Cleaarwarwa ter, FL
1. DEVIATIONS TO THESE PLANS AND SPECIFICATIONS WITHOUT CONSENT OF THE ENGINEER
3 4 6 2 4
12.
THE TESTING AGENCY IS TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF ALL
MAY BE CAUSE FORTE WORK TO BE UNACCEPTABLE. IATIONS SHALL RECEIVE
COMPACTION TESTS, CONCRETE TESTS AND ASPHALT RESULTS. THE TESTING AGENCY IS
727,530.0570
TO CERTIFY TO THE ENGINEER OF RECORD, IN WRITING, THAT ALL TESTING REQUIREMENTS,
WRITTEN APPROVAL FROM THE ENGINEER.
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REQUIRED BY THE LOCAL REGULATORY AGENCY, AND THE FLORIDA DEPARTMENT OF
TRANSPORTATION (FDOT), FOR THE IMPROVEMENTS, AS REQUIRED BY THE
ENGINEERING CONSTRUCTION DRAWINGS, HAVE BEEN SATISFIED.
20. SIGNS, BUFFER WALLS FENCE ARE SUBJECT T SEPARATE SU I AL(S ) AND
13.
THE CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED PLANS AND PERMITS
PERMITTING. D VIAIO SHALL RECEIVE WRITTEN APPROVAL FROM THE ENGINEER.
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AT THE CONSTRUCTION SITE.
1.
THESE DRAWINGS D0 NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION
SAFETY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS FOR
CONSTRUCTION SITE SAFETY.
1.
ALL SODDING, SEEDING AND MULCHING SHALL INCLUDE WATERING AND
FERTILIZATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AI TAI I G THESE
AREAS UNTIL THE PROJECT IS COMPLETED AND ACCEPTED BY THE OWNER.
16.
EXISTING PAVEMENT SHALL BE SAW-CUT WHERE NEW PAVEMENT IS TO BE ADDS
R EXISTING PAVEMENT TO BE ELIMINATED.
17. ALL WORK SHALL COMPLY WITH ALL APPLICABLE AL, STATE, AND LOCAL CODES,
ORDINANCES AND REQUIREMENTS.
18. ALL WORK SHALL BE PERFORMED AND FINISHED IN A WORKMANLIKE MANNER TO
COMPLETE SATISFACTIONS OF THE ARCHITECT/ENGINEER IN ACCORDANCE WITH
THE BEST RECOGNIZED TRADE PRACTICES.
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1. DEVIATIONS TO THESE PLANS AND SPECIFICATIONS WITHOUT CONSENT OF THE ENGINEER
MAY BE CAUSE FORTE WORK TO BE UNACCEPTABLE. IATIONS SHALL RECEIVE
WRITTEN APPROVAL FROM THE ENGINEER.
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20. SIGNS, BUFFER WALLS FENCE ARE SUBJECT T SEPARATE SU I AL(S ) AND
PERMITTING. D VIAIO SHALL RECEIVE WRITTEN APPROVAL FROM THE ENGINEER.
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