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NOTE: ALL SET POINTS ARE 18" LONG #5
REBAR WITH CAP LABELED PSM WEH 4416
48 HOURS BEFORE DIGGING
CALL TOLL FREE
1-800-423-4770
SUNSHINE STATE ONE CALL
UTILITIES NOTIFICATION
CENTER
ALL UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE
LOCATIONS ONLY AND SHOULD BE FIELD VERIFIED BY THE
CONTRACTOR PRIOR TO EXCAVATION AND/OR CONSTRUCTION.
SUNSHINE STATE ONE -CALL
1-800-423-4770
SURVEY NOTES:
1. LANDS SHOWN HEREON WERE NOT
ABSTRACTED FOR RIGHTS-OF-WAY AND/OR
EASEMENTS OF RECORD.
2. NORTH ARROW SHOWN HEREON IS
ORIENTATED AS SHOWN.
3. ELEVATIONS (IF SHOWN) HEREON ARE
BASED ON N.G.V.D. (1929), UNLESS
OTHERWISE NOTED.
4. LEGAL DESCRIPTION SUPPLIED BY CLIENT.
5. NO STRUCTURES OR UTILITIES THAT ARE
BENEATH THE SUR --ACE HAVE BEEN LOCATED.
REVISIONS
1 08/04/08 SUBMITTAL
DRAWN
M.t.
CHECKED
t.Q.
DATE
05/15/08
SCALE
1"=20'
JOB NO.
FES 08-039
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LIGHTING NOTE. L_
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ALL LIGHT POLES INDICATED ON THE PLAN �1 1 lb�x♦ ♦ S71 °48'1
SHALL BE FLOOD DESIGN FIXTURES WITH A ti
FLAT LENS AS MANUFACTURED BY LSI t � 1 1° 000�00 41.20'
LIGHTING SYSTEMS (1-513-793-3200) `O Jb �J♦,♦
"" CITATION IIOR ENGINEER APPROVED o °
♦EQUAL. SOOg
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1 �IEXISTING WE
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LEGEND
GENERAL NOTES: 01 SITE PLA
x EXISTING SPOT ELEVATIONS
1) SURVEY INFORMATION INCLUDING BOUNDARY, EXISTING SITE TOPOGRAPHY AND LEGAL DESCRIPTION
FROM BOUNDARY SURVEY BY HAYHURST LAND SURVEYORS, INC. 445 9TH ST, S.W. SUITE G, VERO SCALE: 1"=20' 21.73 PROPOSED SPOT ELEVATIONS
BEACH, FL 32962, (772) 770-3446, DATED 6/l/08. ADDITIONAL INFORMATION FROM DRAWINGS DRAINAGE FLOW ARROWS
PREPARED BY SOYKA ENGINEERING AND ASSOCIATES, INC., 114 6TH AVENUE, SUITE 3, INDIALANTIC, FL
32903 (321) 956-2255, TITLED "DR SHALHOUB COMMERCIAL SITE" DATED 2/25/03. DRAINAGE STRUCTURE SCHEDULE TRAFFIC FLOW ARROWS
2) ALL PARKING SPACES WITH THE EXCEPTION OF THE HANDICAPPED PARKING SPACES SHALL BE MARKED GRATE NORTH SOUTH EAST WEST HANDICAP SYMBOL
IN WHITE, RETRO -REFLECTIVE TRAFFIC PAINT AND BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT MARK ELEV. INV. INV. INV. INV. DESCRIPTION
OF TRANSPORTATION (FDOT) STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 1996, S-1 24.50 - - 18.50 - EXISTING TYPE 'C' INLET - PROPOSED LIGHT POLE
SECTION 710. S-2 21.00 - - - 18.50 EXISTING TYPE 'C' INLET o C.O. PROPOSED CLEAN OUT
3) ALL HANDICAPPED SPACES SHALL BE PROPERLY SIGNED AND MARKED IN ACCORDANCE WITH THE FDOT S-3 21.00 - 18.50 - - EXISTING TYPE 'C' INLET
STANDARD INDEX 17346. S-4 21.00 18.50 - - - EXISTING TYPE 'C' INLET y` y y EXISTING CHIAN LINK FENCE
4) CONTRACTOR MUST CALL FOR UTILITY LOCATIONS 24 HOURS PRIOR TO CONSTRUCTION. WATER AND S-5 24.50 - 20.50 - - NEW TYPE 'C' INLET NEW CHIAN LINK FENCE
SEWER FACILITIES CAN BE LOCATED THROUGH THE SUNSHINE STATE ONE AT 1 -800-432-4770. S-6 25.00 20.00 20.00 - 18.50 NEW TYPE 'C' INLET
5) THE SUBJECT PROPERTY IS LOCATED IN FLOOD ZONE 'X' PER F.I.R.M. PANEL N0. 12061 C0013 E. EXISTING POWER POLE
S-7 21.00 - - 18.50 - NEW TYPE 'C' INLET
6) ALL DRAINAGE PIPE JOINTS ARE TO BE WRAPPED WITH FILTER FABRIC PER FDOT INDEX NO. 280. S-8 26.00 20.50 - - - NEW TYPE 'C' INLET O.H.E. OVERHEAD ELECTRIC
7) ALL RAMPS/CURB CUTS SHALL COMPLY WITH FDOT INDEX #304. ALL ONSITE RAMPS AND CURB CUTS SHALL BE EXISTING WELL
PROVIDED WITH A DETECTABLE WARNING SURFACE IN ACCORDANCE WITH FBC 2007.
8) CONTRACTOR MAY SUBSTITUTE FOR REINFORCED CONCRETE PIPES AND STRUCTURES WITH ADS PIPE AND
STRUCTURES IN PRIVARE PROPERTY AREAS ONLY. RCP AND RC STRUCTURES SHALL BE USED IN ALL PUBLIC
R. 0. W. S.
PRO EDT LOCATION
i O
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JACKSON
\7v�
LOCATION MAP
SITE INFORMATON
OWNER CONTRACTOR
DR. HADI SHALODUB
1516 WN COVE DRIVE
VERO BEACH, FLORIDA
32963
(772) 562-7495
SURVEYOR
HAYHUSRST LAND SURVEYORS, INC.
445 9TH ST. S.W. SUITE G
VERO BEACH, FLORIDA
32962
(772) 770-3446
ZONING
GENERAL COMMERCIAL
LAND USE
MEDICAL/PROFESSIONAL OFFICE
SITE DATA
DEVELOPMENT AREA: 42,705 SF = 0.98 AC = 100
'BUILDING AREA: 3,500 SF = 0.08 AC = 8 %
CONCRETE WALKS: 846 SF = 0.02 AC = 2
PAVEMENT/PARKING AREA: 10,966 SF = 0.25 AC =
25
_EXIST. IMPERVIOUS AREA: 6,679 SF = 0.15 AC =
16 %
TOTAL IMPERVIOUS AREA: 21,991 SF = 0.50 AC =
51 %
PERVIOUS AREA (GREEN): 20,714 SF = 0.48 AC =
49
BUILDING HEIGHT
MAX HEIGHT = 25.00'
14 r
BUILDING DATA:
cn
AIR CONDITIONED SPACE 3,500 SF
6 N
PARKING CALCULATIONS:
J
MEDICAL OFFICE BILDING 3,500 SF
00
0
PARKING REQUIRED:
BASIS: MEDICAL OFFICE - 1 SPACE / 175 SF
EXIST. OFFICE 1,925 SF + PROP. OFFICE 3,500 SF = 5,405 SF
5,405 SF / 175 SF = 31 SPACES REQUIRED
TOTAL 31 SPACES REQUIRED
In
TOTAL 31 SPACES PROVIDED
E
COMPACT SPACES ALOWED = 31 X .20 = 6
0
REGULAR COMPACT ACCESSIBLE TOTAL
a
PROVIDED: 27 1 3 31
CONSTRUCTION SCHEDULE
START CONSTRUCTION: SEPT 1, 2008
END CONSTRUCTION: FEB 31, 2009
0
REQUIRED PERMITS
CITY OF SEBASTIAN SITE PLAN APPROVAL
w
HRS SEPTIC TANK PERMIT
W
SJRWMD STORMWATER MANAGEMENT PERMIT
IRC UTILITY DEPARTMENT - WATER SERVICE
FLOOD ZONE
E
THE SUBJECT PROPERTY IS LOCATED IN FLOOD ZONE 'X'
PER F.I.R.M. PANEL NO. 12061 CO01 3 E.
a
SURVEY BENCHMARK
cn
ELEVATIONS SHOWN HEREON ARE BASED UPON NGVD
DATUM 1929.
REF. B.M. FDOT DISK IN CONC. MONUMENT MARKED
�O�
"5/88/94/B1 6"
OW
ELEVATION = 25.68 (NAVD 88)
Urn
d
WATER SOURCE
TO BE SERVICED BY IRC UTILITIES
a
WASTERWATER DATA
SEPTIC TANK SYSTEM - MEDICAL OFFICE
250 GAL PER PRACTITIONER X (1) PRACTITIONER = 250
GAL
15 GAL PER EMPLOYEE X 6 EMPLOYEES = 120
GAL
TOTAL = 370
GAL
SEPTIC TANK REQUIRED = 900 GAL TANK
a
m�
DRAINFIELD SIZE = 370 GPD X 1 SF/GAL = 370 SF
TOTAL GREEN AREA REQUIRED = 370 SF X 2 = 740 SF
NO
TAX PARCEL I.D. NUMBER
21 -30-38-00001 -0000-00019.0
21 -30-38-00001 -0000-00018.0
SITE ADDRESS
13100 U.S. HIGHWAY 1
SEBASTIAN, FL 32958
1
TAHIR QIZILBASH, E DATE
FI. Reg. No. 36711
REVISIONS
1 08/04/08 SUBMITTAL
DRAWN
M.T.
CHECKED
T.Q.
DATE
05/15/08
SCALE
1"=20'
JOB NO.
PES 08-039
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05/15/08
SCALE
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T.Q.
DATE
05/15/08
SCALE
1"=20'
JOB NO.
PES 08-039
g E)
0
4" CONCRETE W/FIBERMESH
FC = 3000 PSI
U
D
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6" STABILIZED SUB -GRADE
FBV OF 50 PSI COMPACTED
TO 98% MAX DRY DENSITY
PER AASHTO T-180 METHOD
01 CONCRETE PAVEMENT SECTION
SCALE: 1"=V-0"
VARIES SEE PLAN
FINISHED 4" THICK
GRADE FIBERMIX
SLOPE PER PLAN GONG. SIDEWALK
41
1.
02 CONCRETE SIDEWALK @ GRADE
SCALE: 1"=1'-0"
3/4" CHAMFER FIBERMIX
1 #4 BAR CONCRETE WALKWAY
PREFORMED CONT.
EXPANSION JOINT
4" CONCRETE SLOPE 1/8" PER FT. (TYP.)
3000 PSI\ 6"+/—
M ° \
D ° °
I
6" STABILIZED
SUB -GRADE
0J CONCRETE SIDEWALK @ PAVEMENT
SCALE: 1"=V-0"
CONCRETE
CURB
3/4" CHAMFER CONCRETE
PAVEMENT
Dp d
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STABILIZED
SUB -GRADE
04 TYPE 'D' 6" CONCRETE CURB DETAIL
SCALE: 1 "=1'-0"
WHITE )
STRIPE
WHITE
STRIPES
60' ANGLE
HANDICAP PARKING
SIGN PER FTP -25
\ —BLUE
STRIPES
12'-0" PARKING BY
DISABLED
PERMIT
ONLY
o =
0
N $250 RNE
-4" WHITE
FTP -25
NOTES:
1. TOP PORTION OF FTP -25 SHALL HAVE A REFLECTIVE BLUE
NOTE: BACKGROUND WITH REFLECTIVE SYMBOL AND BORDER
SEE FDOT INDEX 2, BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE
17346 SHEET 9 BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER
3. FTP -25 IS FOR USE IN AREAS WHERE SPACE IS LIMITED
4. HEIGHT SHALL BE 7' MEASURED FROM THE GROUND OR
SIDEWALK TO THE BOTTOM OF "PERMIT ONLY" SIGN OR
6 FEET TO THE BOTTOM OF "$250 FINE" SIGN
05 HADICAP PARKING DETAIL_
SCALE: 1 /8"=1'-0"
SYMBOL SHALL BE 3' HIGH
SYMBOL SHALL BE PAINTED BLUE
0
4 J JF
05 HANDICAP MAVEMENT MARKER
SCALE: 1 /8"=1'-0"
5/8" STEEL ROD
6' FROM END OF
4' CHAIN LINK FENCEI EACH RR TIE
EL=25.8 TYPE 'C'
TOPER EL=25.3 INLET GRATE
TYPE 'C' EL=25.0 X EL -25.0
INLET GRATE \ S00
---->
EL=21.0 ,. ,..' ..•.._:. ,
SEED AND z CONTROL
MULCH EL=24.5 4
T 1 /2" ALL THREAD W/WASHERS
_ & BOLTS 8" FROM END OF RR TIE
BOT.EL 21.0 J_ _ 18"0 PERF ADS
WRAP W/FILTER
II. 36" DEEP X 12" FABRIC
INV. EL=18.50 i WIDE CONC. BASE.
BOT. EL=18.30—
--- INV. EL=20.00
INV. EL=18.50
BOT. EL=18.30
3'- 4"
A
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1 tt
24 -- s 2'-0" s 24
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.y SEE INDEX 201
N
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12" CTRS.
SECTION
TYPE C
RECOMMENDED MAXIMUM PIPE SIZE:
2'-0" WALL -18" PIPE
3'-1" WALL -24" PIPE
06 TYPE 'C' INLET DETAILS
SCALE: 1 /8"=1'-0"
1
I
I
PROPERTY LINE\I
07 SECTION A- A
SCALE: 1/411=V -0)i
TAHIR QIZILBAS , PE DATE
FI. Reg. No. 3 15
REVISIONS
1 08/04/08 SUBMITTAL
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-„_
CONSTRUCTION ACTIVITIES CAN RESULT IN THE GENERATION OF SIGNIFICANT
AMOUNTS OF POLLUTANTS WHICH MAY REACH SURFACE OR GROUND WATERS. ONE OF
THE PRIMARY POLLUTANTS OF SURFACE WATERS IS SEDIMENT DUE TO EROSION.
EXCESSIVE QUANTITIES OF SEDIMENT WHICH REACH WATER BODIES OF FLOODPLAINS
HAVE BEEN SHOWN TO ADVERSELY AFFECT THEIR PHYSICAL, BIOLOGICAL AND CHEMCICAL
PROPERTIES. TRANSPORTED SEDIMENT CAN OBSTRUCT STREAM CHANNELS, REDUCE
HYDRAULIC CAPACITY OF WATER BODIES OF FLOODPLAINS, REDUCE THE DESIGN
CAPACITY OF CULVERTS AND OTHER WORKS, AND ELIMINATE BENTHIC INVERTEBRATES
AND FISH SPAWNING SUBSTRATES BY SILTATION. EXCESSIVE SUSPENDED SEDIMENTS
REDUCE LIGHT PENETRATION AND THEREFORE, REDUCE PRIMARY PRODUCTIVITY.
MINIMUM STANDARDS
1. SEDIMENT BASIN AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS
AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE
CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTRIBUTING ACTIVITY
AND SHALL BE MADE FUNCTIONAL BEFORE UNSLOPE LAND DISTURBANCE
TAKES PLACE.
2. ALL SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET FIELD
CONDITIONS AT THE TIME OF CONSTRUCTION AND BE CONSTRUCTED
PRIOR TO ANY GRADING OR DISTURBANCE OF EXISTING SURFACE
MATERIAL ON BALANCE OF SITE. PERIMETER SEDIMENT BARRIERS
SHALL BE CONSTRUCTED TO PREVENT SEDIMENT OR TRASH FROM FLOWING
OR FLOATING ON TO ADJACENT PROPERTIES.
3. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO
DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED
ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION
SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY
NOT BE AT FINAL GRADE BUT WILL REMAIN UNDISTURBED FOR LONGER
THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO
AREAS THAT ARE TO BE LEFT UNDISTURBED FOR MORE THAN ONE YEAR,
4. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BE
STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE
APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND
PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL
AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE.
5. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED
AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT
VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND
COVER IS ACHIEVED THAT, IN THE OPINION OF THE REVIEWER, IS
UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION.
6. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES
SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER
INSTALLATION.
7. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW
FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL
BE CONTROLLED BY A SEDIMENT BASIN. THE SEDIMENT BASIN SHALL
BE DESIGNED AND CONSTRUCTED TO ACCOMODATE THE ANTICIPATED
SEDIMENT LOADING FROM THE LAND -DISTURBING ACTIVITY. THE
OUTFALL DEVICE OR SYSTEM DESIGN SHALL TAKE INTO ACOUNT THE
TOTAL DRAINAGE AREA FLOWING THROUGH THE DISTURBED AREA TO BE
SERVED BY THE BASIN.
8. AFTER ANY SIGNIFICANT RAINFALL, SEDIMENT CONTROL STRUCTURES
WILL BE INSPECTED FOR INTEGRITY. ANY DAMAGED DEVICES SHALL BE
CORRECTED IMMEDIATELY.
9. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES
UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT
CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE.
10. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR
OTHER PROTECTION SHALL BE PROVIDED.
11. SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM DRAIN
SYSTEM, DITCH OR CHANNEL. ALL STORM SEWER INLETS THAT ARE
MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT
SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM
WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE
SEDIMENT.
12. BEFORE TEMPORARY OR NEWLY CONSTRUCTED STORMWATER CONVEYANCE
CHANNELS ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND
ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE,
INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING
CHANNEL.
13. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS
SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT
TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT
POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE
USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS.
EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY
NONERODIBLE COVER MATERIALS.
14. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION
VEHICLES, A TEMPORARY STREAM CROSSING CONSTRUCTED OF
NONERODIBLE MATERIAL SHALL BE PROVIDED.
15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED
IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED.
16. PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL
STRUCTURES MUST BE PROVIDED TO ENSURE INTENDED PURPOSE IS
ACCOMPLISHED. THE DEVELOPER, OWNER AND/OR CONTRACTOR SHALL BE
CONTINUALLY RESPONSIBLE FOR ALL SEDIMENT LEAVING THE PROPERTY.
SEDIMENT CONTROL MEASURES SHALL BE IN WORKING CONDITION AT THE
END OF EACH WORKING DAY.
17. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE
WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE
CRITERIA:
A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT
ONE TIME,
B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF
TRENCHES.
C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR
PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR
BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY
AFFECT FLOWING STREAMS OR OFF-SITE PROPERTY.
D. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH
THESE REGULATIONS.
18. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED
PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE
TRANSPORT OF SEDIMENT BY TRACKING ONTO THE PAVED SURFACE.
WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE WITH
CURBS AND GUTTERS, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE
END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY
SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL
DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER
SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL
APPLY TO INDIVIDUAL SUBDIVISION LOTS AS WELL AS TO LARGER
LAND -DISTRIBUTING ACTIVITIES.
19. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE
REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER
THE TEMPORARY MEASURES ARE NO LONGER NEEDED, IN THE OPINION OF
THE REVIEWER. DISTURBED SOIL AREAS RESULTING FROM THE
DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANTLY
STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION.
20. PROPERTIES AND WATERWAYS DOWNSTREAM FROM CONSTRUCTION SITE
SHALL BE PROTECTED FROM SEDIMENT DISPOSITION AND EROSION.
21. PHASED PROJECTS SHOULD BE CLEARED IN CONJUNCTION WITH
CONSTRUCTION OF EACH PHASE.
22. EROSION CONTROL DESIGN AND CONSTRUCTION SHALL FOLLOW THE
REQUIREMENTS IN INDEX NOS, 101, 102 AND 103 OF FDOT ROADWAY
AND TRAFFIC DESIGN STANDARDS.
23, THE REVIEWER MAY APPROVE MODIFICATIONS OR ALTER PLANS TO THESE
EROSION CONTROL CRITERIA DUE TO SITE SPECIFIC CONDITIONS.
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. CONTRACTOR SHALL OBTAIN ALL REQUIRED BUILDING PERMITS BEFORE COMMENCING
WORK,
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 COMPLETED IN ACCORDANCE WITH THE APPLICABLE
ORDINANCES OF THE CIT OF SEBASTIAN, FLORIDA.
7. BOUNDARY AND TOPOGRAPHIC INFORMATION PREPARED BY HAYHURST LAND SURVEYORS, INC..
DATED 6/l/08.
S. REFER TO SOILS REPORT PREPARED BY KSM ENGINEERING AND TESTING
DATED 12/15/01 FOR EXISTING SOIL CONDITIONS.
9. CONTRACTOR SHALL SUPPLY DENSITY TESTS TO ENGINEER ON ALL SUB -GRADE
AND BASE. TESTS SHALL BE PREPARED PER ASHTO T-180 METHOD.
10. ENGINEER SHALL BE NOTIFIED AT LEAST 48 HOURS IN ADVANCE FOR ANY
INSPECTION.
11. CONCRETE PAVEMENT SHALL BE PROVIDED WITH CONTRACTION JOINTS
(20' MAXIMUM SPACING) WITH 1-1/2" DEPTH.
12. ALL TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH M.U.T.C.D.
STANDARDS.
13. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT
OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION" LATEST EDITION.
14. ALL PARKING SPACE MARKINGS, WITH THE EXCEPTION OF THE HANDICAPPED
PARKING SPACES, SHALL BE WHITE REFLECTIVE TRAFFIC PAINT AND IN
ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION (F.D.O.T.)
STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION,
SECTION 710.
15. ALL HANDICAP PARKING SPACES SHALL BE SIGNED AND MARKED IN ACCORDANCE
WITH FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS INDEX NO. 17346.
16. ALL PARKING STRIPES WITH THE EXCEPTION OF HANDICAPPED SPACES SHALL
BE 4" WIDE. WHITE REFLECTIVE TRAFFIC PAINT.
SODDED SLOPE
BACKFILL
FABRIC ->1 SILT BARRIER
FABRIC FENCE
I o
I I
:DE I
EXISTING GRADE
1
� 1
TOE IN FLAP
/VARIES
FABRIC FENCE SILT BARRIER
C4 N.T.S.
ANCHOR BALES WITH (2) 2"X2"X4'
STAKES THROUGH EACH BALE
•u.l I vc. 'm I I vi\ vr. 1'11. N? ...
l w, V41 vr. 'u. 1 1,1\, '11, 1 t t. '\N
�m 'A •m •m I I wm % I I vvr--
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II II II II
V V V V
BALED HAY SILT BARRIER
N.T.S.
iii 'h/
NOTES:
1. CONTRACTOR IS REQUIRED TO PREVENT ANY SEDIMENT TRANSPORT FROM THE
PROJECT SITE ON TO ADJACENT PROPERTY.
2. BEFORE REMOVING SILT BARRIER CONTRACTOR SHALL COLLECT AND DISPOSE
OF ANY ACCUMULATED SILT.
3. AFTER EACH STORM EVENT, THE SILT FENCE SHALL BE INSPECTED.
SEDIMENT DEPOSITS SHALL BE REMOVED AND WASHOUTS/STRUCTURAL
FAILURES SHALL BE REPAIRED IMMEDIATELY.
4. SPLICING OF FILTER FABRIC SHALL ONLY BE DONE AT SUPPORT POSTS
WITH MINIMUM OVERLAP OF 6".
5. SILT FENCES SHALL BE REMOVED ONLY AFTER DISTURBED AREAS HAVE
BEEN STABILIZED WITH SOD OR SEED AND MULCH.
1
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GATE AND STAIRS Ox\
PROPOSED \ `�
3,500 S. F
34'x102' -8"x 1 �\
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F.F = 28.50
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FI. Reg. No. 3 715
REVISIONS
1 08/04/08 SUBMITTAL
DRAWN
i I.'i.
CHECKED
DATE
05/15/08
SCALE
1 =20'
JOB NO.
PES 08-039
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SCALE
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