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EARTHWORK /FILL NOTES:
IT IS ASSUMED THAT STRIPPING OF 6" OF MATERIAL, OR WHAT IS
REQUIRED FROM THE WHOLE SITE WILL OCCUR PRIOR TO ANY
FILLING OR EXCAVATION.
CONTRACTOR UNDERSTANDS THAT THE WORK TO BE PERFORMED
IS ALL WORK AS NOTED ON THE DRAWINGS AND IS INCLUSIVE.
WHETHER STATED IN THE PLANS OR NOT, THE WORK INCLUDES
BUT IS NOT LIMITED TO: CLEARING AND GRUBBING, DEMUCKING,
DEWATERING (INCLUDING DEWATERING PERMITS), TURBIDITY AND
EROSION BARRIERS, ANY AND ALL ORANGE SNOW FENCING OR
OTHER APPROVED METHOD OF DELINEATING AS REQUIRED BY
OWNER, ALL DRAINAGE PIPES, ALL ENDWALLS, FILLING SITE WITH
STRUCTURAL FILL, EXCAVATING /GRADING LAKES, CONSTRUCTING
BERMS, ALL LAKE SLOPING, FINISHED GRADING OF COMMON
AREAS, BLANKET FILLING OF THE SITE, COORDINATING ALL
REQUIRED DENSITY TESTING WITH SOILS ENGINEER /TESTING LAB,
REMOVAL OF ANY AND ALL EXCESS, UNUSABLE, OR UNSUITABLE
MATERIAL, INCLUDING TRASH, SEED AND MULCH ON ALL BERMS
AND LAKE SLOPES, MAINTENANCE OF TRAFFIC, AND ANY AND
ALL WORK DIRECTED BY THE OWNER OR ENGINEER IN ORDER TO COMPLETE
THE WORK ON -SITE AND OFF -SITE.
THE CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION AND
TURBIDITY BARRIERS PRIOR TO AND DURING CONSTRUCTION TO
PREVENT VIOLATION OF STATE WATER QUALITY STANDARDS FOR
OFF -SITE DISCHARGES (29 NTU ABOVE BACKGROUND FOR
TURBIDITY). THESE BARRIERS SHALL REMAIN IN PLACE UNTIL
CONSTRUCTION IS COMPLETED, SOILS ARE STABILIZED, AND
VEGETATION HAS BEEN ESTABLISHED. REFERENCE FLORIDA DEPT.
OF TRANSPORTATION ROADWAY AND TRAFFIC DESIGN STANDARDS
INDEXES 102 AND 103 AND TYPICAL INSTALLATION DETAILS.
SITE- GRADING FILL SHALL CONSIST OF CLEAN, GRANULAR
MATERIALS THAT ARE FREE OF DEBRIS, CINDERS, COMBUSTIBLES,
ROOTS, SODS, WOOD, CELLULOSE, ORGANIC MATERIALS, AND
MATERIALS SUBJECT TO TERMITE ATTACK. THE ORGANIC
CONTENT OF THE FILL SHALL BE LESS THAN 2% (BY WEIGHT).
FILL SHALL HAVE LESS THAN 10 PERCENT PASSING THE U.S.
STANDARD No. 200 SIEVE (DRY WEIGHT BASIS) AND HAVE NO
PARTICLE SIZE LARGER THAN 3 INCHES UNLESS IT CAN BE
DEMONSTRATED THAT SUCH PARTICLES CAN BE BROKEN DOWN
TO THE MAXIMUM SPECIFIED SIZE UNDER THE TRAFFIC OF THE
EARTHWORK SPREADING AND COMPACTATION EQUIPMENT.
ALL FILL FOR STRUCTURAL BUILDING PADS SHALL BE CLEAN
SAND OR ROCK, FREE OF DEBRIS AND OTHER DELETERIOUS
MATERIALS. THE MAXIMUM SIZE OF ROCK WITHIN TWELVE (12)
INCHES BELOW THE FLOOR SLAB IN COMPACTED FILL SHALL BE
THREE INCHES IN DIAMETER. COMPACTED SOILS SHALL BE TESTED
TO A MINIMUM OF 95 % OF MODIFIED PROCTOR IN ACCORDANCE
WITH ASTM D 1557 AND COMPACTED AND TESTED IN LIFTS NOT
TO EXCEED 12 INCHES (350 mm).
FILL FOR LANDSCAPE BERMS, COMMON AREAS, OR OTHER AREAS
THAT DO NOT REQUIRE STRUCTURAL FILL SHALL MEET THE
REQUIREMENTS OF THE FLORIDA DEPARTMENT OF
TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND
BRIDGE CONSTRUCTION, SECTION 162.
CLEARING AND GRUBBING - WITHIN THE LIMITS OF
CONSTRUCTION, ALL VEGETATION AND ROOT MATERIAL SHALL BE
REMOVED.
GUMBO - WHERE GUMBO OR OTHER PLASTIC CLAYS ARE
ENCOUNTERED, THEY SHALL BE REMOVED WITHIN THE
CONSTRUCTION AREA ONE FOOT BELOW THE SUBGRADE
EXTENSIONS HORIZONTALLY TO THE OUTSIDE EDGE OF THE
SHOULDER AREA.
MUCK AND PEAT - IF MUCK AND /OR PEAT ARE ENCOUNTERED
IN THE ROAD RIGHTS OF WAY, THEY WILL BE REMOVED
COMPLETELY FROM THE AREA OF CONSTRUCTION TO A WIDTH OF
TEN FEET BEYOND THE EDGE OF PAVEMENT AND SHALL BE
BACKFILLED WITH GRANULAR MATERIAL. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO ASCERTAIN THE EXACT LOCATIONS OF ALL
EXISTING UNDERGROUND UTILITIES, WHETHER SHOWN OR NOT,
PRIOR TO CONSTRUCTION. NOTIFY ALL UTILITIES INVOLVED PRIOR
TO CONSTRUCTION,
SEQUENCE OF CONSTRUCTION - SEQUENCE OF CONSTRUCTION
SHALL BE SUCH THAT ALL UNDERGROUND UTILITIES SHALL BE
INSTALLED PRIOR TO ROADWAY CONSTRUCTION.
CONTACT PERSON INFORMATION
NAME: MIGUEL HERNANDEZ, P.E.
TELEPHONE NUMBER: 305- 477 -6479
FAX NUMBER: 305- 470 -2805
E -MAIL ADDRESS: MIGUELHOt FORDCO.COM
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TRAFFIC GENERAL NOTES & CONDITIONS
1.- ENGINEER SHALL PREPARE SIGNING & PAVEMENT MARKINGS PLANS IN A SEPARATE
SHEET (1"=50' SCALE MINIMUM).
2.- ENGINEER SHALL VISIT SITE & VERIFY FIELD CONDITIONS BEFORE PREPARING
PROPOSED SIGNING & PAVEMENT MARKINGS PLANS.
3.- CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL PAVEMENT
MARKINGS AND SIGNS CONFLICTING WITH THE PROPOSED ROADWAY CONSTRUCTION.
4.- CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ALL PAVEMENT
MARKINGS AND SIGNS AS SHOWN IN THE PLANS AND APPLICABLE TRAFFIC DESIGN
STANDARDS.
5.- CONTRACTOR SHALL BE RESPONSIBLE FOR MATCHING EXISTING PAVEMENT
MARKINGS AT THE BEGINNING AND AT THE END OF THE PROJECT, AND AT ALL
INTERSECTING SIDE STREETS.
6.- CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF REFLECTIVE
PAVEMENT MARKERS ALONG THE ENTIRE LENGTH OF THE PROJECT.
7.- ANY SIGNING MATERIAL, INCLUDING SUPPORTS TO BE REMOVED, SHALL BE
DELIVERED BY THE CONTRACTOR TO DADE COUNTY'S TRAFFIC SIGNALS AND SIGNS
MAINTENANCE FACILITY LOCATED AT 7100 NW 36 STREET, MIAMI, FLORIDA.
8.- SIGN ASSEMBLY LOCATIONS SHOWN IN THE PLANS WHICH ARE IN CONFLICT WITH
STREET LIGHTING UTILITIES, DRIVEWAYS, PEDESTRIAN RAMPS ETC. MAY BE
ADJUSTED AS DIRECTED BY THE ENGINEER /INSPECTOR.
9.- CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING PEDESTRIAN RAMPS AND
CROSSWALKS WHERE SIDEWALK EXISTS & /OR PROPOSED (ADA) (TYP. -PWM)
LEGEND,
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GENERAL NOTES:
1.- ELEVATIONS SHOWN REFER TO N.G.V.D.
2.- THE CONTRACTOR IS RESPONSIBLE FOR VISITING THE SITE AND FAMILIARIZING HIMSELF WITH THE
EXISTING CONDITIONS PRIOR TO STARTING CONSTRUCTION.
3.- THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE NATURE, SIZE, AND LOCATION OF ALL
A EXISTING UTILITIES PRIOR TO STARTING CONSTRUCTION.
4.- THE CONTRACTOR SHALL RESTORE ALL EXISTING PAVEMENT, UTILITIES, (ABOVE AND BELOW
GROUND), AND SURFACE FEATURES DISTURBED DURING CONSTRUCTION TO A CONDITION EQUAL
TO, OR BETTER THAN THE EXISTING IN ACCORDANCE WITH THE DADE COUNTY PUBLIC WORKS
DEPARTMENT STANDARDS AND SPECIFICATIONS.
5.- ALL WORK, MATERIALS AND RESTORATION SHALL CONFORM TO THE CITY OF SOUTH MIAMI AND
THE MIAMI -DADE COUNTY PUBLIC WORKS DEPARTMENT STANDARDS AND SPECIFICATIONS.
6.- IT IS THE INTENT OF THESE PLANS TO COMPLY WITH APPLICABLE CODES AND AUTHORITIES
HAVING JURISDICTION. DISCREPANCIES BETWEEN THESE PLANS AND APPLICABLE CODES SHALL
BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER.
7•- IT IS THE OWNER'S AND /OR CONTRACTOR'S RESPONSIBILITY TO OBTAIN ANY CONSTRUCTION AND
MAINTENANCE EASEMENTS THAT MAY BE REQUIRED FOR THIS PROJECT.
8.- DIMENSIONS AS SHOWN ON THE PLANS ARE APPROXIMATE. FOR EXACT DIMENSIONS, SEE FINAL
PLAT OR SITE PLAN AS PREPARED BY A REGISTERED LAND SURVEYOR. FIELD LAY -OUT OF THE
WORK SHALL BE AS PER THE FINAL PLAT OR SITE PLAN AND SHALL BE PERFORMED BY A
REGISTERED LAND SURVEYOR.
9.- FRENCH DRAIN TO BE CONSTRUCTED WITH 15 -INCH DIA. PERFORATED PIPE UNLESS OTHERWISE
NOTED.
10.- THE ENGINEER IS NOT RESPONSIBLE FOR COORDINATING THE WORK OF OTHER UTILITIES,
SUB - CONSULTANTS OR TRADES. IT IS THE OWNER'S RESPONSIBILITY TO PROVIDE COORDINATION
FOR, BUT NOT LIMITED TO, THE LOCATION OF WATER, SEWER, AND DRAINAGE UTILITIES, AS WELL
AS THE SERVICES, WITH THE LOCATION OF DRIVEWAYS, RAMPS, LANDSCAPING, OTHER
INFRASTRUCTURE IMPROVEMENTS AND OTHER SURFACE FEATURES.
11.- CONTRACTORS TO SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO ORDERING STRUCTURES
AND OTHER MATERIALS.
12.- DADE COUNTY FLOOD CRITERIA ELEVATION: 6.3 N.G.V.D.
13.- OCTOBER WATER LEVEL ELEVATION: 3.00 N.G.V.D.
14.- FEMA ELEVATION: (ZQNE X) N.G.V.D.
15.- MIN. F.F. ELEVATION: 11.30 N.G.V.D.
16.- CONTRACTOR TO BUI4D -UP ASPHALT AROUND MANHOLES, VALVES, INLETS,AND ALL OTHER
APPURTENANCES. AFTER FIRST LIFT PER FDOT STD INDEX 600
(UNDERGROUND CONTRACTORS:
A' UNDERGROUND CONTRACTOR SHALL COMPLY WITH THE TRENCH SAFETY ACT, HB 3183, FLORIDA
STATUTES, WHICH INCORPORATES, BUT IS NOT LIMITED TO, THE FOLLOWING:
1. OSHA STANDARD 29 C.F.R. PART 1926, SUBPART P, EXCAVATION AND TRENCHES.
2. CONTRACT BIDS FOR TRENCH EXCAVATIONS (IN EXCESS OF 5 FEET DEEP) SHALL INCLUDE
REFERENCE TO THE SAFETY STANDARDS, WRITTEN ASSURANCE OF COMPLIANCE, AND A
SEPARATE ITEM IDENTIFYING THE COST OF COMPLIANCE.
3. ADHERE TO ANY SPECIAL SHORING REQUIREMENTS OF THE STATE OR OTHER POLITICAL
SUBDIVISION.
B. ENGINEER IS NOT RESPONSIBLE FOR THE SAFETY OF THE EXCAVATION OR DESIGN AND
CONSTRUCTION OF ANY SHORING.
THIS PLAN WAS PREPARED UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND
BELIEF COMPLIES WITH THE INTENT OF THE "MANUAL OF UNIFORM MINIMUM STANDARDS FOR
DESIGN, CONSTRUCTION AND MAINTENANCE FOR STREETS AND HIGHWAYS ", AS ADOPTED BY THE
STATE OF FLORIDA LEGISLATURE, CHAPTER 72- 328.FS.
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EXIST. ASPHALT PAVEMENT.
1950 NW. 94th AVENUE, 2nd FLOOR
DORAL, FLORIDA 33172
PROP. ASPHALT PAVEMENT.
FAX (305) 470 -2805
PROP. INLET W/
REMAIN THE PROPERTY OF FORD ENGINEERS,
INC., WHETHER THE PROJECT FOR WHICH
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GENERAL NOTES:
1.- ELEVATIONS SHOWN REFER TO N.G.V.D.
2.- THE CONTRACTOR IS RESPONSIBLE FOR VISITING THE SITE AND FAMILIARIZING HIMSELF WITH THE
EXISTING CONDITIONS PRIOR TO STARTING CONSTRUCTION.
3.- THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE NATURE, SIZE, AND LOCATION OF ALL
A EXISTING UTILITIES PRIOR TO STARTING CONSTRUCTION.
4.- THE CONTRACTOR SHALL RESTORE ALL EXISTING PAVEMENT, UTILITIES, (ABOVE AND BELOW
GROUND), AND SURFACE FEATURES DISTURBED DURING CONSTRUCTION TO A CONDITION EQUAL
TO, OR BETTER THAN THE EXISTING IN ACCORDANCE WITH THE DADE COUNTY PUBLIC WORKS
DEPARTMENT STANDARDS AND SPECIFICATIONS.
5.- ALL WORK, MATERIALS AND RESTORATION SHALL CONFORM TO THE CITY OF SOUTH MIAMI AND
THE MIAMI -DADE COUNTY PUBLIC WORKS DEPARTMENT STANDARDS AND SPECIFICATIONS.
6.- IT IS THE INTENT OF THESE PLANS TO COMPLY WITH APPLICABLE CODES AND AUTHORITIES
HAVING JURISDICTION. DISCREPANCIES BETWEEN THESE PLANS AND APPLICABLE CODES SHALL
BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER.
7•- IT IS THE OWNER'S AND /OR CONTRACTOR'S RESPONSIBILITY TO OBTAIN ANY CONSTRUCTION AND
MAINTENANCE EASEMENTS THAT MAY BE REQUIRED FOR THIS PROJECT.
8.- DIMENSIONS AS SHOWN ON THE PLANS ARE APPROXIMATE. FOR EXACT DIMENSIONS, SEE FINAL
PLAT OR SITE PLAN AS PREPARED BY A REGISTERED LAND SURVEYOR. FIELD LAY -OUT OF THE
WORK SHALL BE AS PER THE FINAL PLAT OR SITE PLAN AND SHALL BE PERFORMED BY A
REGISTERED LAND SURVEYOR.
9.- FRENCH DRAIN TO BE CONSTRUCTED WITH 15 -INCH DIA. PERFORATED PIPE UNLESS OTHERWISE
NOTED.
10.- THE ENGINEER IS NOT RESPONSIBLE FOR COORDINATING THE WORK OF OTHER UTILITIES,
SUB - CONSULTANTS OR TRADES. IT IS THE OWNER'S RESPONSIBILITY TO PROVIDE COORDINATION
FOR, BUT NOT LIMITED TO, THE LOCATION OF WATER, SEWER, AND DRAINAGE UTILITIES, AS WELL
AS THE SERVICES, WITH THE LOCATION OF DRIVEWAYS, RAMPS, LANDSCAPING, OTHER
INFRASTRUCTURE IMPROVEMENTS AND OTHER SURFACE FEATURES.
11.- CONTRACTORS TO SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO ORDERING STRUCTURES
AND OTHER MATERIALS.
12.- DADE COUNTY FLOOD CRITERIA ELEVATION: 6.3 N.G.V.D.
13.- OCTOBER WATER LEVEL ELEVATION: 3.00 N.G.V.D.
14.- FEMA ELEVATION: (ZQNE X) N.G.V.D.
15.- MIN. F.F. ELEVATION: 11.30 N.G.V.D.
16.- CONTRACTOR TO BUI4D -UP ASPHALT AROUND MANHOLES, VALVES, INLETS,AND ALL OTHER
APPURTENANCES. AFTER FIRST LIFT PER FDOT STD INDEX 600
(UNDERGROUND CONTRACTORS:
A' UNDERGROUND CONTRACTOR SHALL COMPLY WITH THE TRENCH SAFETY ACT, HB 3183, FLORIDA
STATUTES, WHICH INCORPORATES, BUT IS NOT LIMITED TO, THE FOLLOWING:
1. OSHA STANDARD 29 C.F.R. PART 1926, SUBPART P, EXCAVATION AND TRENCHES.
2. CONTRACT BIDS FOR TRENCH EXCAVATIONS (IN EXCESS OF 5 FEET DEEP) SHALL INCLUDE
REFERENCE TO THE SAFETY STANDARDS, WRITTEN ASSURANCE OF COMPLIANCE, AND A
SEPARATE ITEM IDENTIFYING THE COST OF COMPLIANCE.
3. ADHERE TO ANY SPECIAL SHORING REQUIREMENTS OF THE STATE OR OTHER POLITICAL
SUBDIVISION.
B. ENGINEER IS NOT RESPONSIBLE FOR THE SAFETY OF THE EXCAVATION OR DESIGN AND
CONSTRUCTION OF ANY SHORING.
THIS PLAN WAS PREPARED UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND
BELIEF COMPLIES WITH THE INTENT OF THE "MANUAL OF UNIFORM MINIMUM STANDARDS FOR
DESIGN, CONSTRUCTION AND MAINTENANCE FOR STREETS AND HIGHWAYS ", AS ADOPTED BY THE
STATE OF FLORIDA LEGISLATURE, CHAPTER 72- 328.FS.
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FORD ENGINEERS, INC.
1950 NW. 94th AVENUE, 2nd FLOOR
DORAL, FLORIDA 33172
PH. (305) 477 -6472
FAX (305) 470 -2805
DRAWINGS AND SPECIFICATIONS AS
INSTRUMENTS OF SERVICE ARE AND SHALL
REMAIN THE PROPERTY OF FORD ENGINEERS,
INC., WHETHER THE PROJECT FOR WHICH
THEY ARE MADE IS EXECUTED OR NOT. THEY
ARE NOT TO DE USED BY OWNER ON OTHER
PROJECT EXCEPT BY AGREEMENT IN WRITING
AND `M "TH APPROPRIATE COMPENSATION TO
FORD ENGINEERS, INC.
RECORD OF REVISION
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SCALE: AS SHOWN
DESIGNED BY: M. PERAL
DRAWN BY: M. PERAL
CHECKED BY: M. HERNANDEZ
SET 1:
DATE: 04/11/13
PROJECT No: 13-008
SHEET:
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