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MAIN STREET REALIGNMENT
SECTION 6, TOWNSHIP 31 SOUTH, RANGE 39 EAST
ONAPI
INDIAiN RIVER COUNTY, FLORIDA
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AIRPORT - 9T `i-' < <}/1 aov >v I ' a
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T. , C — 8 PAVING & DRAINAGE PLAN CITY OF SEBASTIAN
of E PPLE S z,
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r--"J ORANGE 1NAV I I CA LAM042_1N T CITY _ LIMITS
J P\2��Zj l ALAMAN. DA A ,Vj SEAGRAiPE MOSBY AND ASSOCIATES,INC•,w�vC-9 PAVING 8& DRAINAGE DETAILS— CITY OF SEBASTIAN
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(407) 569-0035
SURVEYOR
JAMES A. FOWLER LAND SURVEYOR
1239 SOUTH US. HKIHWAY NO.1
VERO BEACH, FLORIDA 32962
(407) 562-4744
ENGINEER'S PROJECT NO. 89-3841(90-112, 90-162)
(90-204 ! 90-221)
SHEET 1 Of 9
h1 AY 16 1990
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PERCOLATION RATES
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INCHES TIME
INCHES
TIME INCHES
TIME
0 0
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1:40
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-21
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4:00
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-27
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8:00
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-33
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9:41
NOTES:
1. Borings and percolation
tests
were performed
by Empire
Engineering and
Testing, Inc.
for additional
informa-
tion, refer to
soils report,
dated February
6, 1990.
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MAIN ST . DETOUR PLAN '4-
G:7G58
1. The Contractor shall at all times maintain existing Main St.
open to traffic.
2. The Contractor shall submit his proposed detour plan to the /
Engineer for approval prior to beginning construction. h
3
GENERAL NOTES
1. Contractor is responsible for checking actual site conditions
before starting construction.
2. Any discrepancies on the drawings shall be brought to the
attention of the Engineer before commencing work.
3. All overhead power lines within the limits of the proposed
Main St. Re -alignment are to be installed underground. The
contractor shall coordinate the roadway construction with
Florida Power and Light.
4. Contractor shall be responsible for location of all existing
utilities. The Contractor shall contact all concerned utilities
at least 48 hours in advance for construction operations.
5. No field changes or deviations from design to be made without
prior approval of the Engineer.
6. All construction shall be complete in accordance with the
applicable ordinances of City of Sebastian, Florida.
7. Refer to soils report prepared by Empire Engineering and
Testing, Inc., dated 02/06/90 for existing soil conditions.
fi. All density tests shall be performed per ASSHTO T-180 method.
9. Contractor shall supply density test to Engineer on all sub -
grade and base work.
10. Slope grades from elevations shown to existing grade at
right-of-way line.
11. Engineer shall be notified at least 48 hours in advance for
any inspection.
12. All existing elevations shown on the plan and profile.drawings
refer to U.S.C. & G.S. (1929 Datum), now referred to as N.G.V.D.
Survey information provided by James A. Fowler Land Surveyors,
January 2, 1990.
13. All striping and signage shall be in accordance with the
Florida Department of Transportation Traffic Operation
Standards.
14. All unsuitable material with poor percolation, such as hard
pan clay and silty -sands, shall be removed within the areas
of the proposed drainage swales and replaced with good clean
orange sand.
15. Installation of sub -surface storm drainage must be completed
prior to compaction of sub -grade and roadway construction.
16. Grassed areas shall be seeded and mulched except where other-
wise noted. Sod around all structures and throughout retention
swales to 5' from top of banks.
The detour plan signs, signals, barricades, etc. shall be in O
accordance with the Florida Department of Transportation Road-�-
way Standards and the U.S. Department of Transportation
Federal Highway Administration "Manual on Uniform Traffic
Control Devices for Streets and Highways" (MUTCD).�
SITE DATA:
Overall:
a. Total Site Area = 168,355 ft.2 = 3.,87 Ac. = 100%
b. Total Impervious Area = 76,124 ft.2 = 1.75 Ac. = 45.2%
C. Total Green Area = 92,231 ft.2 = 2.12 Ac. = 54.8%
Main Street:
a. Total Site Area = 136,355 ft.2 = 3.13 Ac. = 100%
b. Total Impervious Area = 65,824 ft.2 = 1.51 Ac. = 48.36
C. Total Green Area = 70,531 ft.2 = 1.62 Ac. = 51.7%
Gibson Street:
a. Total Site Area = 32,000 ft.2 = 0.73 Ac. = 100%
b. Total Impervious Area = 10,300 ft.2 = 0.24 Ac. = 32.4%
C. Total Green Area = 21,700 ft.2 = 0.50 Ac. = 67.6%
DEMOLITION NOTES:
1. REMOVAL OF EXISTING ROADWAY SHALL CONSIST OF A MINIMUM
OR REMOVAL OF SURFACE COURSE AND BASE COURSE.
2. EXISTING ROADWAY SHALL BE REMOVED TO LIMITS SHOWN ON THIS
PLAN.
3. ALL MATERIAL SHALL BE REMOVED FROM SITE AREA AND DUMPED
IN ACCORDANCE WITH LOCAL REGULATIONS.
4. ALL DISTURBED AREAS SHALL RECEIVE SEED AND MULCH OR SOLID
SOD.
5. REMOVE ALL RELATED TRAFFIC SIGNAGE AND RELOCATE PER CITY
OF SEBASTIAN'S ENGINEERING DEPARTMENT.
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JOB,NO.'9 -3b'
-MOSBY AND ASSOCIATES, INC. DESIGNED M
CONSULTING ENGINEERS DRAKN
1507 20TH STREET CHECKE
VERO BEACH. FLORIDA .32960
(407) 569-0035 )
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ROADWAY
II. DRAINAGE SPECIFICATIONS
STORM INLETS AND MANHOLES SHALL BE CONSTRUCTED IN GENERAL ACCORDANCE WITH
SECTION 425 OF 111E STANDARD SPECIFICATIONS OF THE FLORIDA DEPARTMENT OF
IT IS INTENDED THAT THE FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD
TRANSPORTATION.
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" DATED 1986 BE USED WHERE
APPLICABLE FOR VARIOUS WORK, AND THAT WHERE SUCH WORDING THEREIN REFERS
CONCRETE SHALL HAVE A MINIMUM 28-DAY a-MPRESSIVE STRENGTH OF 3000 PSI.
TO THE STATE OF FLORIDA AND ITS DEPARTMENT OF TRANSPORTATION AND PERSONNEL,
SUCH WORDING IS INTENDED TO BE REPLACED WITH THAT WORDING WHICH WOULD
ALL REINFORCING STEEL TO BE ASTM A 615-72 GRADE 40, Fyp = 40,000
"�
PROVIDE PROPER TERMINOLOGY, THEREBY M%KING SUCH STANDARD SPECIFICATIONS
PSI, AND SHALL BE HANDLED AND PLACED IN ACCORDANCE WITH ACI 318-71.
FOR ROAD AND BRIDGE CONSTRUCTION" AS THE "STANDARD SPECIFICATIONS" FOR
THIS PROJECT.
PRECAST CONCRETE MANHOLES AND STORM INLETS MAY BE USED UPON THE ENGINEER'S
`
APPROVAL OF THE MANUFACTURER'S SHOP DRAWINGS.
IF WITHIN THAT PARTICULAR SECTION ANOTHER SECTION, ARTICLE OR PARAGRAPH
IS REFERRED TO, IT SHALL BE A PART OF THE STANDARD SPECIFICATIONS ALSO.
STORM SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH SECTION 430 AND
RELATED SECTIONS OF THE STANDARD SPECIFICATIONS OF THE FLORIDA DEPARTMENT
ALL WORK SHALL BE IN A WORKMANLIKE MANNER AND SHALL CONFORM WITH ALL
OF TRANSPORTATION.
APPLICABLE CITY, COUNTY, STATE AND FEDERAL REGULATIONS AND/OR CODES.
THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND
CONCRETE
LICENSES REQUIRED TO BEGIN WORK.
UNLESS OTHERWISE SPECIFIED OR INDICATED, ALL CONCRETE SHALL HAVE A MINIMUM
THE CONTRACTOR SHALL GIVE THE ENGINEER 24 HOURS NOTICE PRIOR TO REQUEST-
COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI. ALL WORK SHALL COMPLY WITH
ING REQUIRED INSPECTIONS AND SHALL SUPPLY ALL EQUIPMENT NECESSARY TO
THE CURRENT EDITION OF THE AMERICAN CONCRETE INSTITUTE (ACI) BUILDING CODE
PROPERLY TEST AND INSPECT THE COMPLETED WORK.
AND THE APPLICABLE BUILDING CODES HAVING JURISDICTION IN THE AREA.
THE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR A PERIOD OF
CULVERT PIPES
ONE YEAR FROM THE DATE OF PROJECT ACCEPTANCE, DURING WHICH ALL FAULTY
CONSTRUCTION AND/OR MATERIALS SHALL BE CORRECTED AT THE CONTRACTOR'S
REINFORCED CONCRETE PIPE (R.C.P.) SHALL BE IN ACCORDANCE WITH SECTION 941
EXPENSE.
OF THE STANDARD SPECIFICATIONS.
GRADING
PRECAST INLETS
THE CONTRACTOR SHALL PERFORM ALL GRADING NECESSARY TO ACHIEVE THE PROPOSED
ALL STORM INLETS SHALL BE PRECAST REINFORCED CONCRETE IN ACCORDANCE WITH THE
PLAN GRADES INCLUDING TYPICAL SECTIONS.
DETAILS SHOWN HEREIN THE PROJECT DETAILS. TYPE II PORTL.AND CEMENT°SHALL BE
USED IN THE CONCRETE MIX. CITE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH
ALL WORK SHALL BE IN ACCORDANCE WITH SECTION 120 OF THE STANDARD SPECI-
AT 28 DAYS OF 4000 P.S.I.
FICATIONS.
STAKING
RECORD DRAWINGS
CONSTRUCTION STAKING WILL BE PERFORMED BY THE CONTRACTOR.
CONTRACTOR SHALL KEEP AND MAINTAIN RECORD DRAWINGS ON THE PROJECT SITE AT ALL
TIMES WHICH SHALL BE ANNOTATED BY THE CONTRACTOR DEPICTING ANY CHANGES MADE
STABILIZING
IN THE FIELD WHICH DIFFER FROM THE CONTRACT DRAWINGS. RECORD DRAWINGS SHALL
INCLUDE, BUT NOT LIMITED TO, INVERT AND TOP ELEVATIONS OF CULVERTS AND INLET
STABILING SUBGRADE SHALL BE CONSTRUCTED TO THE FLORIDA BEARING VALUE AS PER
STRUCTURES. CONTRACTOR SHALL SUBMIT COMPLETE AND FINAL RECORD DRAWINGS TO
PLAN FOR THE DEPTH AND LIMITS SHOWN ON THE PLAN, AND IN ACCORDANCE WITH
ENGINEER UPON COMPLETION OF PROJECT AND PRIOR TO FINAL INSPECTION AND FINAL
SECTION 160 OF THE STANDARD SPECIFICATIONS.
PAYMENT.
(TYPE C STABILIZATION). ALL STABILIZED AREAS SHALL BE COMPACTED TO AT
III. INSPECTION
LEAST 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHO T-180.
MINIMUM CONSTRUCTION INSPECTION CHECKPOINTS
BASE COURSE
THE ENGINEER SHALL BE NOTIFIED:
THE BASE SHALL BE CONSTRUCTED OF EITHER LIMEROCK MATERIAL IN ACCORDANCE WITH
A. PRIOR TO ANY MAJOR DEVIATION FROM THE APPROVED PLANS.
SECTION 911 OR CEMENTED COQUINA SHEEL MATERIAL IN ACCORDANCE WITH SECTION
915 OF THE STANDARD SPECIFICATIONS,
B. PRIOR TO BACKFILLING ANY PIPE TRENCHES.
LIMEROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 200 AND CEMENTED
C. UPON COMPLETION OF SUBGRADE GRADING AND COMPACTION.
COQUINA SHELL BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 250 OF THE
STANDARD SPECIFICATIONS. THE CONTRACTOR SHALL PROVIDE ROCK PIT CERTIFICATION
D. UPON BEGINNING OF SPREADING OF ROCK BASE MATERIAL.
FOR CEMENTED COQUINA SHELL MATERIAL. BASE SHALL BE COMPACTED TO AT LEAST 98%
OF THE MAXIMUM DENSITY AS DETERMINED BY AASHO T-180. BASE SHALL BE APPROVED
E. UPON COMPLETION OF GRADING AND COMPACTION OF BASE MATERIAL AND PRIOR
PRIOR TO PRIME COAT.
TO PRIMING.
PRIME AND TACK COAT
F. IMMEDIATELY PRIOR TO AND UPON APPLICATION OF A.C.S.C.
PRIME AND TACK COATS FOR THE BASE COURSE SHALL BE IN ACCORDANCE WITH SECTION
G. UPON COMPLETION OF CONSTRUCTION.
300 OF THE STANDARD SPECIFICATIONS.
STANDARD ENGINEEIRNG NOTES
ASPHALTIC CONCRETE SURFACE COURSE (A.C.S.C.)
GENERAL
TYPE S-1 ACSC SHALL BE CONSTRUCTED FOR THE DEPTH AND LIMITS SHOWN ON THE PLAN,
IN ACCORDANCE WITH SECTIONS 320, 330 AND 331 OF THE STANDARD SPECIFICATIONS.
1. THE REQUIREMENT'S OF THE CITY OF SEBASTIAN UTILITIES STANDARD SPECIFICATIONS
AND STANDARD DETAILS SHALL GOVERN ALL UTILITIES WORK. WHERE A CONFLICT EXISTS
TESTING
IN THE REQUIREMENTS OF A REFERENCED MATERIAL OR INSTALLATION STANDARD, THE
REQUIREMENTS OF CITY OF SEBASTIAN UTILITIES SHALL PREVAIL. WHERE THE RE -
THE CONTRACTOR SHALL RETAIN THE SERVICES OF AN APPROVED INDEPENDENT TESTING
QUIRRAENTS OF A STATE OR LOCAL AGENCY HAVING JURISDICTION ARE MORE STRINGENT,
LABORATORY TO CONDUCT ALL REQUIRED TESTS ON SUBGRADE, BASE AND SURFACE COURSE
THOSE REQUIREMENTS SHALL PREVAIL.
MATERIALS. TEST RESULTS MUST BE SUBMITTED PRIOR TO ANY REQUEST FOR PAYMENT
ON THE ABOVE ITEMS.
2. THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE, AT ALL TIMES, ONE COPY
OF CITY OF SEBASTIAN UTILITIES STANDARD SPECIFICATIONS AND STANDARD DETAILS,
THE SCHEDULE FOR TESTING OF THE ROAD CONSTRUCTION SHALL BE AS FOLLOWS:
ONE COPY OF THE CONTRACT DOCUMENT'S INCLUDING PLANS, SPECIFICATIONS AND
SPECIAL PROVISIONS, AND COPIES OF ANY REQUIRED CONSTRUCTION PERMITS.
A. SUBGRADE:
3. CONTRACTOR Ir RESPONSIBLE FOR CHECKING ACTUAL SITE CONDITIONS BEFORE
(1) FLORIDA BEARING VALUE TESTS SHALL BE TAKEN AT INTERVALS OF
STARTING CONSTRUCTION.
NOT MORE THAN 200 FEET, OR CLOSER AS MIGHT BE NECESSARY IN
THE EVENT OF VARIATIONS IN SUBSOIL CONDITIONS.
4. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF'
THE ENGINEER BEFORE COMMENCING WORK.
(2) DENSITY TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN
200 FEET OR CLOSER AS MIGHT BE NECESSARY.
5. CONTRACTOR SHALL OBTAIN ALL REQURRED PERMITS BEFORE COMMENCING WORK,
B. BASE:
6. THE CONTRACTOR SHALL CONTACT ALL CONCERNED UTILITIES AT FEAST 48 HOURS IN
(1) DENSITY TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 200 FEET
ADVANCE OF CONSTRUCTION OPERATIONS.
OR CLOSER AS MIGHT BE NECESSARY.
7. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN TO BE MADE WITHOUT PRIOR APPROVAL
ALL TESTING SHALL BE TAKEN IN A STAGGERED SAMPLING PATTERN FROM A POINT
OF THE ENGINEER.
12 INCHES INSIDE THE LEFT EDGE, TO THE CENTER, TO A POINT 12 INCHES INSIDE
THE RIGHT EDGE OF THE ITEM TESTED.
8. OPEN ROAD CUTS REQUIRES PRIOR APPROVAL OF THE CITY, COUNTY, STATE OR ANY
OTHER AGENCY WHICH MAY HAVE JURISDICTION.
IF ANY TEST INDICATES THAT THE WORK DOES NOT MEET THE SPECIFICATIONS, THE;
SUBSTANDARD AREA SHALL BE REWORKED OR CORRECTED AND RETESTED, AT THE CON-
9. ALL CONSTRUCTION, MATERIALS AND WORKMANSHIP ARE TO BE IN ACCORDANCE WITH
TRACTOR'S EXPENSE, UNTIL THE PROVISIONS OF THESE SPECIFICATIONS ARE MET.
FLORIDA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS AND STANDARDS.
ALL PASSING TESTS SHALL BE PAID FOR BY 'THE COINER. ALL FAILING TESTS SHALL
10. ALL AREAS IN EXISTING RIGHT-OF-WAYS DISTURBED BY CONSTRUCTION SHALL
BE PAID FOR BY THE CONTRACTOR.
RECEIVE GRASS, MULCH OR SOLID SOD.
11. STREET OR HIGHWAY RESTORATION TO BE DONE AS PER LOCAL OR STATE AGENCY
CLEAN-UP
HAVING JURISDICTION.
THE CONTRACTOR MUST PROVIDE CLEAN-UP OF EXCESS CONSTRUCTION MATERIAL UPON
12. THE CONTRACTOR SHALL COMPLY WITH ALL RULES AND REGULATIONS OF THE STATE,
COMPLETION OF THE PROJECT. THE SITE MUST BE LEFT IN A NEAT, CLEAN GRADED
COUNTY, AND CITY AUTHORITIES REGARDING CLOSING OR RESTRICTING THE USE
CONDITION.
OF PUBLIC STREETS OR HIGHWAYS.
REMOVAL OF EXISTING ROADWAY
THE CONTRACTOR SHALL REMOVE THE EXISTING MAIN STREET ROADWAY MATERIALS DOWN
TO THE SUBGRADE WITHIN THE FULL LIMITS OF THE PROJECT. THE MATERIALS SHALL
BE DISPOSED OF OFF -SITE. THE AREAS IN WHICH THE ROADWAY IS REMOVED SHALL
BE REGRADED, FILLED, SEEDED AND MULCHED.
NOTE ." llefer to (FOOT Qood i Trofflc Oeslgn
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Place 5oHom of Sod 3" COOCCetc
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Exist Aspho�t
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% Exist. Subbase
RECONSTRUCTED PAVEMENT
BUTT JQINT DETAIL
sloe wQ c 9 0E741 C
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1.
CONTRACTOR IS RESPONSIBLE FOR CHECKING ACTUAL, SITE
O
CONDITIONS BEFORE STARTING CONSTRUCTION.
u►
2.
ANY DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE
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ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK.
3.
CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS BEFORE
COMMENCING WORK.
4.
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION OI� ALL
EXISTING UTILITIES. THE CONTRACTOR SHALL CONTACT ALL
CONCERNED UTILITIES AT LEAST 48 HOURS IN ADVANCE FOR CON
STRUCTION OPERATIONS.
C
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5.
NO FIELD CHANGES OR DEVIATIONS FROM DESIGN TO BE MADE
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WITHOUT PRIOR APPROVAL OF THE ENGINEER.
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6.
ALL CONSTRUCTION SHALL BE COMPLETE IN ACCORDANCE WITH TII
APPLICABLE ORDINANCES OF CITY OF VERO BEACH, FLORIDA.
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7.
REFER TO SOILS REPORT PREPARED BY EMPIRE ENGINEERING AND
m
TESTING, INC., DATED 02/06/90 FOR EXISTING; SOIL
CONDITIONS.
S.
TOPOGRAPHIC AND BOUNDARY SURVEY INFORMATION PREPARED BY
JAMES A. FOWLER, LAND SURVEYING COMPANY.
9.
ALL DENSITY TESTS SHALL BE PERFORMED PER ASSHTO T--180
METHOD.
10.
CONTRACTOR SHALL SUPPLY DENSITY TESTS TO ENGINEER ON ALL
SUB -GRADE AND BASE WORK.
11.
SLOPE GRADES FROM ELEVATIONS SHOWN TO EXISTING GRADE AT
PROPERTY LINE.
12.
ENGINEER SHALL BE NOTIFIED AT LEAST 48 HOURS IN ADVANCE
FOR ANY INSPECTION.
13.
ALL PARKING SPACES TO BE DELINEATED BY 4" WHITE STRIP
FOR ASHPALT.
1.4.
ALL HANDICAP PARKING STRIPING TO BE BLUE.
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