Transfer Station Modifications - Mylars - September 1992Fla qnwsp 50.- D
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GENERAL SPECIFICATIONS
1. No sitework or material fabrication shall be done prior to field
verification of dimensions and conditions by contractor. Any
discrepancies between field data and contract documents shall be
brought to the attention of the owner for resolution before
initiation of sitework and/or material fabrication as applicable.
2. Work at the site shall commence as early as possible on a Friday
as determined by City of Edgewater Public Works. The project
shall be complete by 8 AM of the second 'Monday following
commencement of work.
3. Performance bonus and penalty is applicable as follows:
Early completion - $200 for each 24 hours before 8 AM of
the second Monday following commencement.
Late completion - $200 for each 24 hours or portion thereof
beyond 8 AM of the second Monday following
commencement.
SITE WORK SPECIFICATIONS
1. Existing concrete slab and curb shall be removed and earth
excavated to a depth of 3 feet below bo# rn grade of new
concrete. The excavation shall extend 5 feet beyond the new
concrete area.
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DA TE I REVISION DESCRIPTION I BY I 'Ain" I DATE
REVISION DESCRIPTION
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PARTIAL PLAN -PROPOSED MODIFICATIONS
SCALE: I°=10'
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SECTION -PROPOSED MODIFICATIONS
SCALE HORIZ. I"=10'
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TRANSFER STATION MODIFICATIONS-
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—� SHEET NO. Z OF 4
Dare SEPT. 1992
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FENCE MOUNTING DETAIL
SCALE: 1"= I'-0"
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TRANSFER STATION MODIFICATIONS
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STRUCTURAL STEEL/WELDING SPECIFICATIONS
1. All tubing is 4 inch 3/16 inch wall ASTM A500 Grade B. All
angles and plates are ASTM A36.
2. All welding shall be done in accordance with ANSI/AWS D1.1,
Structural Welding Code -Steel.
3. Fabrication and erection inspection shall be provided by the
contractor.
4. Verification inspection is waived.
5. All welds shall be 100 percent visually inspected by the
contractor.
6. All weld filler material is F7X-EXXX except E70XX may be used for
joining A36 material and attaching A36 material to A500 tubes.
7. Except where shown otherwise, all welds are complete joint
penetration single bevel groove welds.
DESIGNED I J D M
DRAWN J DM
� i CHECKED JDM
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NOT VAD YYITHO SHEET N0. 3 OF 4
EMBOSSED SEAL OF DATE. SEPT. 1992
ENGINEER SCALE: 4r A/O772) PROD. NO.
CITY OF EDGEWATER,
FLORIDA
REV.
NO.
DATE
REVISION DESCRIPTION
BY
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NO.
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REVISION DESCRIPTION
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TRANSFE6_STATIQN MODIFICATIONS
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PARTIAL PLAN -RAMP Ek HOPPER
SCALE: 1/2" = I '- O"
DESIGNED I J DM
DRAWN BVB
CHECKED JDM
DATE; SEPT. 1992
SCALE: AS NOTED
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