Construction Specifications SANITARY FACILITIES AT
SOMBRERO BEACH
MARATHON, FLORIDA
SPECIFICATIONS
THE FOLLOWING ARE THE GENERAL REQUIREMENTS FOR CON-
STRUCTION.
1. ALL WORK SHALL COMPLY WITH COUNTY OF MONROE CODES.
24 ALL WORK AND MATERIAL SHALL BE OF THE BEST QUALITY
AND SHALL CONFORM TO ALL REQUIREMENTS AND SPECI-
FICATIONS OF NATIONAL ASSOCIATIONS AND COUNCILS
OF INDIVIDUAL TRADES I.E. CONCRETE, TILE, PLASTER, -
ETC.
3. THE CONTRACTOR AND ALL SUB CONTRACTORS SHALL TAKE
OUT AND MAINTAIN WORKMAN'S COMPENSATION AND EMPLOY-
ERS LIABILITY INSURANCE ON ALL EMPLOYEES AT THE
SITE OF THE PROJECT.
4. CONTRACTOR SHALL MAINTAIN PUBLIC LIABILITY AND
PROPERTY DAMAGE INSURANCE TO PROTECT HIM AND ANY
SUB- CONTRACTORS OR ANYONE DIRECTLY OR INDIRECTLY
EMPLOYED BY EITHER OF THEM.
5. THE BOARD OF COUNTY COMMISSIONERS, MONROE COUNTY, .
FLORIDA, HEREINAFTER KNOWN AS OWNER SHALL BE RE-
SPONSIBLE FOR, AND AT HIS OPTION MAY MAINTAIN SUCH
INSURANCE AS WILL PROTECT HIM FROM CONTINGENT LOSS
OR LIABILITY AS WELL AS CLAIMS FOR DAMAGE TO PRO-
PERTY, WHICH MAY ARISE FROM OPERATIONS UNDER THIS
CONTRACT.
6. CONTRACTOR AND SUB - CONTRACTORS SHALL LEAVE THE
WORK CLEAN AND IN PERFECT ORDER UPON COMPLETION.
THE ENTIRE WORK SHALL BE GUARANTEED FOR ONE YEAR
FROM DATE OF COMPLETION.
7. FOOTING EXCAVATION SHALL BE ACCURATELY CUT WITHOUT
CAVE IN. FOOTINGS SHALL REST ON UNDISTURBED LIME -
ROCK. CONTRACTOR SHALL REPORT ANY ADVERSE SOIL
CONDITIONS ENCOUNTERED ON THE JOB.
8. FILL UNDER CONCRETE SLABS SHALL BE CRUSHED LIME-
__ STONE. IT SHALL BE MACHINE TAMPED OR ROLLED IN
LAYERS NOT EXCEEDING 8 INCHES WITH A DEGREE OF
DAMPNESS TO OBTAIN MAXIMUM DENSITY.
9. FILL AS NECESSARY AROUND ALL STRUCTURES TO- ASSURE
DRAINAGE OF WATER.
10. READY -MIX CONCRETE SHALL CONFORM TO ASTM C94 SPECI-
CATIONS TO PRODUCE P.S.I. STRENGTH AS INDICATED ON
PLANS. - -
11. MAXIMUM SLUMP FOR CONCRETE IN
SHALL BE 4 INCHES; MAXIMUM
SLABS SHALL BE 5 INCHES.
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SPECIFICATIONS: SOMBRERO BEACH. MARATHON, FLA.
12.• CONTRACTOR SHALL PROVIDE TEST CYLINDERS FOR TESTING
BY OWNER ACCORDING TO ASTM C 31. CYLINDERS SHALL
BE MOIST UNTIL DELIVERED TO OWNER. CONCRETE
SHALL NOT BE USED IF NOT PLACED WITHIN 90 MINUTES
OF BATCH TIME. NO CONCRETE SHALL BE POURED WITHOUT
• . INSPECTION AND APPROVAL OF FORMS AND REINFORCING
STEEL.
13. CONCRETE FLOORS SHALL BE PROTECTED FROM ALL TRAFFIC
AND USE THAT WILL CAUSE DAMAGE.
14. ABSOLUTELY NO CONDUIT OR PIPES SHALL BE INSTALLED
IN FLOOR SLABS. WHENEVER PIPES PASS THRU CONCRETE,
THEY SHALL BE PAINTED AND WRAPPED TIGHT. MEMBRANE
• UNDER ALL GRADE SLABS SHALL BE 6 MIL VISQUEEN LAPPED
12 ", FREE FROM PUNCTURES.
15. PRE STRESSED CONCRETE SHALL BEAR THE APPROVAL OF
A RECOGNIZED TESTING LABORATORY OR REGISTERED
STRUCTURAL ENGINEER.
16: CONCRETE BLOCKS SHALL MEET THE REQUIREMENTS OF
ASTM C 90 SPECIFICATIONS FOR CONCRETE UNITS. '
BLOCKS. SHALL BE WELL -CURED AND FREE FROM CRACKS,.
CHIPS OR OTHER DEFECTS.
i7. MORTOR SHALL BE COMPOSED OF ONE PART PORTLAND
• CEMENT, ONE PART MASONRY CEMENT AND NOT LESS THAN
FIVE. NOR MORE THAN SIX PARTS OF APPROVED SAND. -
"OMICRON" OR APPROVED EQUAL SHALL BE ADDED PER
MANUFACTURER'S SPECIFICATIONS.
:18. ALL PLASTERING SHALL BE IN ACCORDANCE WITH A.S.A
"STANDARD SPECIFICATIONS FOR PLASTERING ".
19. STUCCO SHALL BE TWO -COAT WORK, EACH COAT COMPOSED
OF ONE PART PORTLAND CEMENT, ONE PART MASONRY
CEMENT AND FIVE PARTS SAND. THE SECOND COAT SHALL
CONTAIN SEC INTEGRAL WATER PROOFING, MIXED AND
APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECI-
FICATIONS.
20. STONE TO BE KEYS LIMESTONE RUBBLE TYPE WITH COURSE
SPLIT FACE.
- .21. REINFORCING STEEL SHALL BE DEFORMED RODS OF INTER
MEDIATE GRADE, NEW BILLIT STOCK CONFORMING TO ASTM
A -15 AND ASTM A -305, FREE OF RUST AND SCALE.
22. ALL WOOD SHALL BE PRESSURE TREATED WITH WOLMANIZE
• SALTS OR CLEAR WOOD LIFE. DIP TREAT ALL CUTS.
• • FRAMING LUMBER TO BE SOUTHERN PINE, CONSTRUCTION
GRADE.
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23. ALL NAILS,-BOLTS, AND STRUCTURAL HARDWARE TO BE.
GALVANIZED. PROVIDE GALVANIZED STRAPS, ANCHORS,
CLIPS, COLUMN BASE, CAPS, ETC. AT ALL WOOD
CONNECTIONS. •
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SPECIFICATIONS: soMBRE8n RFArH MARATHfN Fl A.
24. ALL PARTITIONS AND PLATES SUPPORTED ON CONCRETE
• SHALL REST ON A LAYER OF 90# FELT.
25. ROOFING TO BE FOUR -PLY BUILT -UP TAR AND GRAVEL,
BONDABLE FOR TWENTY YEARS.
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26. THE ELECTRICAL CONTRACTOR SHALL FURNISH THE COM-
PLETE ELECTRICAL SYSTEM. ALL WORK SHALL COMPLY
WITH THE LOCAL TRADES AND NATIONAL ELECTRICAL CODE.
ALL MATERIALS SHALL BEAR THE NATIONAL BOARD OF FIRE
UNDERWRITERS.
.27. PLASTIC TYPE PVC TUBE - .SHALL -BE USED FOR ALL ELECTRI-
CAL CONDUIT INSTALLED IN THE GROUND OR PASSING THRU
MASONRY OR CONCRETE. WIRE LINES SHALL BE
NOT LESS THAN #12. NO CONDUIT SHALL BE INSTALLED
IN CONCRETE. LIGHTS TO BE ON TIMER WITH PHOTO-
ELECTRIC SWITCH. ALL EQUIPMENT AND FIXTURES TO BE
HEAVY GALVANIZED AND VANDAL - PROOF. ELECTRICAL
DISTRIBUTION TO BE UNDERGROUND TO LOCKABLE RECESSED
PANEL IN MEN ROOM "SQUARE,D CO."
28. PLUMBING WORK SHALL COMPLY WITH LOCAL CODES AND
NATIONAL PLUMBING CODE. ALL SYSTEMS SHALL BE COM-
PLETE AND ALL NECESSARY ACCESSORIES THAT ARE REQUIRED
FOR THE COMPLETION, TESTING, AND PROPER OPERATION OF
THE SYSTEMS SHALL BE SUPPLIED AND INSTALLED. PIPING
AS FOLLOWS: CAST IRON SOIL PIPE AND FITTINGS, BELL
AND SPIGOT TYPE PIPE. PIPES SHALL BE SOUND AND FREE
OF CRACKS, BLOWHOLES AND OTHER DEFECTS: COPPER
TUBING TO BE SEAMLESS, DRAW OR EXTRUDED. RISERS
AND BRANCN LINES, TYPE "L ". HORIZONTAL RUNS. 10 FEET
OR LONGER TYPE "K" COPPER, HARD TEMPER. UNDERGROUND,
TYPE "K ", HARD COPPER. PROVIDE WATER SUPPLY SHUT-
OFF VALVES TO ALL FIXTURES.
29. ALL FAUCETS TO HAVE DELAYED ACTION SELF SHUT -OFF.
WATER CLOSETS AND URINALS TO HAVE FLUSH VALVES.
30. PLUMBING FIXTURES TO BE AMERICAN STANDARD, KOHLER,
CRANE OR APPROVED EQUAL, STANDARD QUALITY, NOT
COMPETITIVE.
31. THE PLUMBER SHALL MAKE ALL WATER AND AIR TESTS OF
SOIL, WASTE VENTS, AND WATER SUPPLY SYSTEMS IN THE
PRESENCE OF A COUNTY INSPECTOR AND SHALL PROCURE
AND DELIVER TO THE OWNER ALL CERTIFICATES OF INSPEC-
TION.
32. ALL FIXTURES AND EQUIPMENT TO BE ABSOLUTELY NON-
, CORROSIVE AND VANDAL - PROOF.
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33. SEPTIC TANKS AND DRAIN FIELDS SHALL BE PROVIDED IN
ACCORDANCE WITH FLORIDA STATE AND COUNTY REQUIRE-
MENTS.
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SPECIFICATIONS: SOMBRFRO RFACI - MAaQTNnNt, FLA.
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34. CONTRACTOR SHALL FURNISH AND INSTALL EIGHT OUTDOOR
• GRILLES IN STRICT CONFORMITY WITH PLANS ENTITLED
"ASSY- WAYSIDE PARK GRILL - FLORIDA STATE ROAD DEPART-
MENT ", DATED 4 -9 -62, IN TWO SHEETS.
OF
35. CONTRACTOR SHALL FURBESINSTALLEDTONLTHEONORTHTPROPERTY
CONCRETE CURBING TO
LINE. CURBING MAY BE STANDARD PRECAST CURBING, ANCHORED
SECURELY TO GROUND BY REINFORCING BARS DRIVEN THRU
PRECAST HOLES IN CURBING.
36. CONTRACTOR SHALL PROVIDE EIGHT PICNIC TABLES COMPLETE .
IN STRICT CONFORMITY WITH PLAN ENTITLED "PICNIC TABLE
DETAILS" STATE ROAD DEPARTMENT FOURTH DISTRICT, DATED
10- 26 -56.
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17. THE INTENT OF THE PLANS AND SPECIFICATIONS IS TO PRO-
VIDE A FACILITY COMPLETE AND READY FOR USE. BIDDERS
ARE INVITED TO SUGGEST ANY ADDITIONS, DELETIONS
OR CORRECTIONS THAT WILL PROVIDE A FACILITY WITHIN THE •
SCOPE OF THE PLANS AND SPECIFICATIONS.
38. THE OWNER RESERVES THE RIGHT TO ACCEPT OR REJECT ANY
OR ALL BIDS.
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