HomeMy WebLinkAbout2003 - Site PlansEXISTING FIRE I I ' i
HYDRANT ASS BLY f
CURVE TABLE
CURVE NO. DELTA RADIUS LENGTH CHORD
,38 „
I 1 1 I C-1 23 2200.00 44.41 44.41
I I I C-2 880o54 19' 35" 25.00 38.54 34.84'
I C ILOT 9 L-1 S 48°56'00" W
I i I I 33.19'( P&M)
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0 0 „ „ LOT 7
6x2 TAPPING SLEEVE AND VALVE ROOF DRAWA E TO FE RC UTED
OC I ISI BLOCK 485 TO POND VI j dTORM 3UTTcRS
I I V PROPOSED 2" PVC FORCEMAIN AND DOWN tI ES
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O I PROPOSED LIFT STATION, VALVE BOX
I ° 1AND CONTROL PANEL (SEE DETAIL)
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O I TOR EL. = 24.80'
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Z I W I 1 P&M 160.00 (P&M)
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1 � Q �• �• - -! 24.40 in\
4.40 G4.4U s� 1 �� 24.45
I 4.04
24.30 lo I
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O PROPOSED 1-I�_ � 54
M � I - rn 4-35 ��� t 0 /� �
W 0 lXl I Q FF = 24.50Lb
W I I 5 3 20' I
�/ I 2G' 4 4 4
Z I.L_ 1 18 25'
O 3 � I U '� � • is � ° � `�I I
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I a �'`' I 4'x6' CONCRETE PAD FOR
■� N I I I ti�I ° v` `" / I TRASH RECEPTACLES W/
24.35 24.45 -.� �- > 24.40 24.00, 4' HIGH WOOD FENCE 4
1 ��. ►- ,/ r _ I SIDES AND GATES.
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NO I LAND
" TAPPING SLEEVE
1 .90 I VALVE
I I 00 24.35
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5/8" WATER METER AND 5/8"
ABOVE GROUND NON METALLIC
GALVANIZED BACKFLOW
I I i1 p I �i z3.ao PREVENTER W/ RPZ FEATURE
24.0 1 3 23.85 --22- - --- "
�✓ Q V i I LF 1 2 RCP �' � 2tso ------ -_ x 5/8" WATER SERVICE
EXISTIN15" CMP
(TO BE REMOVED) ` ,` RETENTI
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nry
24.20 90
23.
EXISTING CA CH BASIN _ T LAND CAPE
titi oo i --- -- _._.- -- --
,�' TOP EL.= 21. 24.Oa S3 014100n E (P&M) 13E.861. (P&M)
(RAISE T P B SIN\
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1° 0" R1-1
OP SIGN h 10.00
14.
" WIDE STOP BAR
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AINTED WHITE 4R MATCH EXIST. EDGE OF `t
PAVEMENT � _ NT -- 22.40
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SOUTH WIMBROW D
IVE
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EXISTING 6" PVC WATERMAIN
MODIFIED TYPE "C" INLET
I CONTROLSTRUCTURE I
TOP EL. =23.77
I I (SEE DETAIL)
II EXISTING IRE
HYDRA ASSEMBLY
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PAVING AND DRAINAGE SITE PLAN
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SITE INFORMATION
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10596 US HIGHWAY 1
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SEBASTIAN, FLORIDA 329580;
900 n
772-581-0016
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TOLBOTT V P S.M., INC.
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2645 ST LUCIE AVENUE
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VERO BEACH, FLORIDA 32960
772-569-8884
ZONING
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CR 512
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LAND USE
CR 512
SITE DATA (PROPOSED LOTS 5-6)
SITE AREA = 16,844 SF = 0.39 AC =100.0%
>4
BUILDING AREA = 3,780 SF = 0.09 Ac = 22.4%
CONCRETE AREA = 842 SF = 0.01 Ac = 3.2 %
PAVEMENT AREA = 6,825 SF = 0.15 Ac = 39.8 %
TOTAL IMPERVIOUS AREA = 11,020 SF = 0.25 Ac = 65.4 %
TOTAL OPEN AREA = 5,824 SF = 0.13 Ac = 34.6 %
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PARKING DATA
/R
PARKING REQUIRED = 1 SPACE/200 SF(3,780 SF) = 19
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PARKING PROVIDED = 21 SPACES
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(20 STANDARD AND 1 HANDICAPPED SPACE)
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CONSTRUCTION SCHEDULE
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START CONSTRUCTION OCTOBER 2003
END CONSTRUCTION APRIL 2004
PERMITS REQUIRED
CITY OF SEBASTIAN SITE PLAN APPROVAL
INDIAN RIVER COUNTY UTILITIES PERMIT
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INDIAN RIVER COUNTY RIGHT OF WAY PERMIT
S.J.R.W.M.D. 40C-42 DISCHARGE PERMIT
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FLOOD ZONE
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SITE IS LOCATED WITHIN FLOOD ZONE'X' PER FLOOD
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MAP 12061 C0076 E, EFFECTIVE MAY 4, 1989.
WASTEWATER SOURCE
INDIAN RIVER COUNTY UTILITIES FORCEMAIN
WATER SOURCE
INDIAN RIVER COUNTY UTILITIES WATERMAIN
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SITE ADDRESS
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229 SEBASTIAN BOULEVARD
SEBASTIAN, FLORIDA 32958
IX
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• LEGAL DESCRIPTION
LOTS 5 AND 6, UNIT 12, BLOCK 485, SEBASTIAN HIGHLANDS,
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AS RECORDED IN PLAT BOOK 7, PAGE 57A, AS RECORDED IN
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THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA
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48 HOURS BEFORE DIGGING""
SHEET
CALL TOLL FREE
1 -800 -432 -
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SUNSHINE STATE ONE CALL
OF FLORIDA, INC.
RANDALL
OF
MOSEY, FL PE #22326
03-490
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20.00
o LOT ALLEYWAY
BLOCK 485
Q N 41003'51 �W (P&M) 160.00' (P&M)
a PROPOSED OFFICE I 06I i
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-23.80
12.80
21.80
RETENTION POND �% I � Lo100
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I C4 (p&M) S 38°1E (P ..).-'136' (P&Mj� �� \
� TOCAT� 2B 27'N
SOUTH WIMBROW DRIVE
'
80'RIGHT OF WAY
LANDSCAPE FLAN
1"=20'-0"
LANDSCAPE DATA
TOTAL TREES REQUIRED
1. TREES REQUIRED ALONG C.R. 512 = 4 CANOPY AND 5 UNDERSTORY/100 LF(97 LF)
2. TREES REQUIRED ALONG NORTH EAST PROPERTY LINE = 1 TREE/35 LF (81 LF)
3. TREES REQUIRED ALONG ALLEY = 1 TREE125 LF (60 LF)
4. TREES REQUIRED ALONG SOUTH WINBROW DR = 1 TREE/25 LF (120 LF)
4. INTERIOR TREES REQUIRED = 1 TREE/5 SPACES (22 SPACES)
5. NON -VEHICULAR OPEN SPACE TREES REQUIRED = 1 TREE/2,000 SF (5,824SF)
6. TOTALS
TOTAL TREES REQUIRED
= 4 CANOPY
= 5 UNDERSTORY
= 3 TREES
= 3 TREES
= 5 TREES
= 5 TREES
= 3 TREES
= 23 CANOPY
= 5 UNDERSTORY
LANDSCAPE LEGEND
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PROPOSED EAST PALATKA HOLLY (10 TREES)
10' HEIGHT AT PLANTING
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PROPOSED LIVE OAKTREES (13 TREES)
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10' HEIGHT AT PLANTING
PROPOSED WAX MYRTLE (5 TREES)
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5' HEIGHT AT PLANTING
_
PROPOSED HEDGE
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2' HEIGHT AT PLANTING AT 24" O.C.
LANDSCAPE NOTES
1. ALL LANDSCAPING SHALL BE INSTALLED IN ACCORDANCE WITH THE
APPLICABLE PROVISIONS OF THE CITY OF SEBASTIAN'S LDR'S.
2. ALL PLANTING BEDS SHALL BE FULLY MULCHED TO A DEPTH OF
3" WITH ABARK OR SHREDDED ORGANIC MATERIAL MULCH.
3. ALL LANDSCAPED AREAS SHALL BE 100% IRRIGATED WITH AN
AUTOMATIC SPRINKLER SYSTEM.
4. AREAS NOT INDICATED AS PLANTING BEDS CONTAINING TREES
AND/OR SHRUBS SHALL BE FULLY SODDED.
PLACE RUBBER HOSE ON WIRE AT ALL POINTS
OF CONTACT WITH TREE
PLACE 3 GALVANIZED GUY WIRES (DOUBLE STRANDS),
OF SUITABLE STRENGTH FOR TREE, SPACED EQUAL
DISTANCE AROUND TREE ABOVE FIRST LATERAL
BRANCH AND 6-9" FROM TOP OF STAKE.
REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL
IF APPLICABLE
3" MULCH (CYPRESS MULCH SHALL NOT BE UTILIZED)
FORM SAUCER WITH 4"-6" CONTINUOUS EARTHEN
RIM AROUND PLANTING HOLE
2"x2"x10' WOOD STAKE DRIVEN 3' BELOW GRADE
PLANTING PIT DEPTH SHALL EQUAL DEPTH OF ROOT
BALL PLUS 6" FOR SETTING LAYER OF COMPACTED
BACKFILL. PLANTING PIT WIDTH SHALL BE TWICE THE
.II DIAMETER OF ROOT BALL
BACKFILL AROUND ROOTBALL AS SPECIFIED
PLANT TOP OF ROOTBALL EVEN WITH OR SLIGHTLY
HIGHER THAN FINISHED GRADE
PLACE ROOTBALL AT BOTTOM OF PLANTING PIT
ON 6" LAYER OF COMPACTED BACKFILL
TREE PLANTING DETAIL
N.T.S.
3" MULCH (CYPRESS MULCH SHALL NOT BE UTILIZED)
FORM SAUCER WITH 3" CONTINUOUS EARTHEN
RIM AROUND PLANTING HOLE
PLANTING PIT DEPTH SHALL EQUAL DEPTH OF ROOT
BALL. PLANTING PIT WIDTH SHALL BE TWICE THE
DIAMETER FOR ROOT BALLS 2' AND UNDER OR
2' LARGER IN DIAMETER FOR ROOT BALLS OVER 2'.
'- Ii o ��.�`'�`�• BACKFILL AROUND ROOT BALL BY MIXING 1/3
PREPARED PLANTING SOIL AND 2/3 EXISTING SOIL
=III 1=1111 ��II��III=11 —_—I
PLANT TOP OF ROOT BALL EVEN WITH FINISHED
GRADE
PLACE ROOT BALL AT BOTTOM OF PLANTING PIT
ON UNDISTURBED SUBGRADE
SHRUB/GROUNDCOVER PLANTING DETAIL
N.T.S.
48 HOURS BEFORE DIGGING
CALL TOLL FREE
1-800-432-4770
SUNSHINE STATE ONE CALL
OF FLORIDA, INC.
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5 M3
i/2" TYPE 5-1
ASPHALT I G CONCRETE CONSTRUCT 6" COQUINA OR
66" LIME KOGK DA5E COMPACTED
TO 987. MAX. DRY DENSITY
PER AA5HTO T-160 METHOD,
L3K l00
-777
\-5TADILIZED 5UDGRADE MIN. DEPTH
OF 6", COMPACTED TO 96X MAX. DRY
DENS 1 TY PER AA5HTO T-160 METHOD,
MIN. FBV 50 P51.
FLEXIBLE PAVEMENT SECTION
N.T.S.
5AW - LUT AND TACK
GOAT EXISTING EDGE
EXI5TING ASPHALT -�
PROPOSED ASPHALT PAVEMENT
EXISTING' BA5E --/ �- PROPOSED EASE
EXISTING 5U5 - GRADE PROPOSED 5U5 -GRADE
PAVEMENT SAW -CUT AND BUTT JOINT
N.T.S.
5" UNREINFORGED GONGRETE
(F'G-3000 F.5.0
• ° -• • ° .
s'
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•Q s .d :y
I �--6" 5TAOILIZE0 5U6-G9A0E
FBV OF 50 F.5.1. GOMPAGTED
TO 98Z MAX. DRY DENSITY
PER AA5HTO T-180 METHOD
CONCRETE PAVEMENT SECTION
NTS (ALTERNATE)
MATCH EX 15T I NG GRADE
AT SAW -GUT
SAW -GUT EXISTING ASPHALT
EX 15T INC PROPOSED
ASPHALT CONCRETE
PAVEMENT
5TADILIZED
5UDGRADE
HANDiGAPPED PARKING
/ 516N PER FTP -26
�- BLUE
12"
io
WHITE--!IFu u 1 :=
.LT -
LOCATESiGNATCL LIM FINF
AND HEAD OF EACH
HANDICAP STALL. SiGN
ON EACH SiDE OF
PiPE WHEREAPPLiCABLE
27X2' STEEL TUB
EXTENDED INTO
FiLLED PiPE.
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_ �
12'DIA. CONCRETE
FOUNDATION 6" BELOV
6,Lhl ., 6""6" FROST LiNE (3 FEET
MiN. BELOWFIN GRAD
2' 2
NOTES,
1. TOP PORTION OF FTP 26 5HALL HAVE A REFLECTIVE BLUE
DACKGROUND WITH REFLECTIVE 5YMDOL AND DOKDEK.
2. BOTTOM PORTION 5HALL HAVE A REFLECTIVE WHITE
DACKGROUND WITH DLAGK OPAQUE LEGEND AND BORDER.
3. FTP 25 15 FOR U5E IN AREA5 WHERE 5PAGE 15 LIMITED.
4. HEIGHT 5HALL DE 7 FEET MEASURED FROM THE GROUND
OR 51DEWAL.K TO THE DOTTOM OF "PERMIT ONLY" SIGN OR
6 FEET TO THE BOTTOM OF $250 FINE" SIGN.
HANDICAPPED PARKING DETAIL
NTS
4'--5" 3-4"
2'-0'
WI, 61=7
to
TRAFFIC GRATE W
SEEFor PMA
im
cn 5IZE
0o SSEEEA DRAINAGE
rLANS FOR ELEV_
COMPACTEDSUBGRADE
PLAN SECTION 12" GRAVEL SUMP
PRE -CAST TYPE "C" CATCH BASIN
N.T.S.
PAVEMENT SAW -CUT AND BUTT JOINT
N.T.S. (ALTERNATE)
7"
r• :::I 1Po
#4 pOWEL 5# 4 DOWEL -
Fog FOR ANCHOR I NG
12 REQUIRED)
FRONT ELEVATION 5EGT ION
PRE -CAST CONCRETE WHEEL STOP DETAIL
N.T.S.
5_0"
1-1/2" TYPE 5-1 A5PHALTIG 5L -OPE / PLAN
CONCRETE
.A. •p-
5LOPE / PLAN � _ x .. . x_
= x 6X6 10/10 WWM
1# 4' DAR CONT.
6" LIMEKOGK OK COQUINA J� MIN.
DA5E
8 5TADILIZED 5U5 - GRADE
CONCRETE SIDEWALK DETAIL
s
N.T.S.
5_0"
SLOPE / PLAN
-x, X7-7 -, x d. o k s X x e
�-- 6X6 W1.4MA WWF
CONCRETE SIDEWALK DETAIL
N.T.S.
12"� ADS
OUTFALL F
5TRUGTURE
TYPE G' INLET
GRATE EL.- 23.77'
}
5EGT I ON
__._..._.rI POLLUTION RETARDANT DAPPLE
ATTACHED TO 15A5IN W/ 5/6"0 5TANLE55
STEEL MA50NKY 50LT5 AT 6" O.G. AND
5EALED WITH RAM - NEK
TOP EL. - 16.30'
BOTTOM EL. - 17.50'
CONTROL STRUCTURE
PRE -CAST TYPE 'C' CATCH BASIN
N.T.S.
_____AIREr_Tl0N OF FLS
FA6RIL-� -�
DACKFI 51 LT - DAKK IEK
IFABKIC FENCE)
InFiq TRErrGH �• - - - -
TOE IN FL t
SODDED SLO d
EXISTING GRADE
TOE OF SLOP _J
- I VARIES
FADR I G FENCE 51 LT - DARK I ER
I TWO (2)
-HKOUGH
DALED HAY 5 I LT - CARR I ER
PERI METER ER05 I ON AND 5EDIMENT CONTROL
r'
/r. 1. GONTKAGTOK 15 REQUIRED TO PREVENT ANY 5EDIMENT TKAN51"ORT FROM THE PROJECT
51TE ON TO ADJACENT PROPERTY. INSTALLATION OF EITHER BALED HAY OR FABRIC FENCE
TYPE SILT BARRIER 15 AGGEPTABLE. THE BARRIER MUST REMAIN IN PLACE UNTIL UPLAND
VEGETATION 15 E5TA51_15HEO.
2 BEFORE REMOVING 51LT BARRIEr, GONTKAGTOK 5HALL GOLLEGT AND DISPOSE OF ANY
ACCUMULATED SILT.
5 I LT FENCE DETAIL
GENERAL NOTES
1. CONTRACTOR 15 RE5PON515LE FOR CHECKING ACTUAL 51TE
GONDITION5 DEFOKE 5TAKTING CONSTRUCTION.
2. ANY D15GREPANGIE5 ON THE DKAWING5 SHALL DE BROUGHT TO
THE ATTENTION OF THE ENGINEER BEFORE GOMMENGING WORK.
3. CONTRACTOR SHALL OE3TAIN ALL REQUIRED DUILDING PEKMIT5
15EFORE COMMENCING WORK.
4. GONTKACTOK SHALL BE KE5PON51f3LE FOR LOCATION OF ALL
EX15TING UTILITIES. THE CONTRACTOR SHALL GONTAGT ALL
GONCEKNED UTILITIES AT LEA5T 46 HOURS IN ADVANCE FOR
GON5TKUCTION OPERATIONS.
5. NO FIELD GHANGE5 OR DEVIATIONS FROM DE516N TO DE MADE
WITHOUT PRIOR APPROVAL OF THE ENGINEER.
6. ALL GON5TKUGTION SHALL DE COMPLETED IN ACCORDANCE WITH
THE APPLICABLE ORDINANGE5 OF XXXXX XXXXX XXXXX, FLORIDA.
7. BOUNDARY AND TOPOGRAPHIC INFORMATION PREPARED DY XXXXX
XXXXXX, DATED XX/XX/XX. ALL ELEVATIONS ARE PER
DENCHMAKK REFERENCED ON THI5 SURVEY.
8. REFER TO SOILS REPORT PREPARED DY K5M ENGINEERING AND
TESTING, INC., DATED XX/XX/XX FOR EX15TINO 501L GONDITION5.
9. CONTRACTOR SHALL 5UPPLY DENSITY TE5T5 TO ENGINEER ON ALL
5UD - GRADE AND DA5E. TE5T5 SHALL DE PREPARED PER A5HTO
T -160 METHOD.
10. SLOPE GRADES FROM ELEVATION5 SHOWN TO EXISTING GRADE AT
PROPERTY LINE,
11. ENGINEER 5HALL DE NOTIFIED AT LEA5T 48 HOUR5 IN ADVANCE
FOR ANY I1\15PEGTION.
12. CONCRETE PAVEMENT ALTERNATE SHALL BE PROVIDED WITH
CONTRACTION JOINTS (20 MAXIMUM 5PAGING) WITH i-112" DEPTH.
13. CONCRETE PAVEMENT ALTERNATE 5HALL BE PROVIDED WITH A
PIGMENTED LIQUID MEMBRANE GUK I NG COMPOUND CONFORMING
TO THE REQUIREMENTS OF A5TM DESIGNATION 13091.
14. ALL TRAFFIC, CONTROL DEVICES SHALL DE IN AGCOKDANGE WITH
M.U.T.G.D. STANDARDS.
15. ALL GONDTRUGTION SHALL DE IN ACCORDANCE WITH THE FLORIDA
DEPARTMENT OF TRANSPORTATION "STANDARD 5PEGIFICATION5 FOR
ROAD AND DKIDGE GON5TKUGTION", DATED 2000.
16. ALL PARKING SPADE MARKINGS, WITH THE EXCEPTION OF THE
HANDIGAPPED PARKING 5PAGE5, SHALL DE MARKED IN WHITE
RETRO -REFLECTIVE TRAFFIC, PAINT AND IN ACCORDANCE WITH
THE FLOK IDA DEPARTMENT OF TKAN5POKTAT I ON (F.D.O.TJ STANDARD
5PEG I F I GAT I ONS FOR ROAD AND DR I DGE CONSTRUCT I ON, 2000,
5EGT ION 710.
17. ALL HANDIGAP PARKING 51'AGE5 SHALL DE PROPERLY SIGNED AND
MARKED IN AGGOKDANCE WITH FDOT ROADWAY AND TRAFFIC
DESIGN 5TANDARD5 INDEX NO. 17346.
18. ALL PARKING 5TK I PE5 WITH THE EXCEPTION OF HANDICAPPED
5PAGE5 SHALL DE 4" WIDE, WHITE REFLECTIVE TKAFFIG PAINT.
19. ALL COMPACT 5PAGE5 SHALL DE MARKED "GOMPAGT" ON THE STALL
OR TIRE 5TOP.
•
SECTION B -B
•NTS
PROPOSED STORMWATER
MANAGEMENT TRACT
24,20
23,80 _ 23..80
h
21.80 21,8
SECTION A -A
NTS
0
D
E2,50 +/-
\ MATCH EXISTING GRADE @ P/L
EK05ION AND SEDIMENTATION CONTROL NOTES
GON5TKUGTION AGTIVITIE5 CAN RESULT IN THE GENERATION OF 51GNIFIGANT
AMOUNTS OF POLLUTANTS WHICH MAY REACH 5URFAGE OR GROUND WATER5.
ONE OF THE PRIMARY POLLUTANTS OF 5URFAGE WATER5 15 5EDIMENT DUE TO
EROSION. EXGE551VE QUANTITIE5 OF SEDIMENT WHICH REACH WATER DODIE5
OF FLOODPLAIN5 HAVE BEEN SHOWN TO ADVERSELY AFFECT THEIR PHY5IGAL,
5I OLOG I GAL AND CHEMICAL PKOPEKT I E5. TRANSPORTED 5EDIMENT CAN
OB5TKUCT STREAM GHANNEL5, REDUCE HYDRAULIC CAPACITY OF WATER BODIES
OF FLOODPLAIN5, REDUCE THE DE516N CAPACITY OF GUL.VEKT5 AND OTHER
WORKS, AND ELIMINATE DENTHIC INVERTEBRATE5 AND F15H 5PAWNING
5U55TKATE5 DY SILTATION. EXCE551VE 5U5PENDED 5EDIMENT5 REDUCE
LIGHT PENETRATION AND THEREFORE, REDUCE PRIMARY PRODUCTIVITY.
MINIMUM 5TANDAKD5
1. SEDIMENT DA51N AND TKAP5, PERIMETER D1KE5, 5EDIMENT 6AKKIEK5
AND OTHER MEA5UKE5 INTENDED TO TRAP 5EDIMENT SHALL DE
GON5TKUGTED A5 A FIK5T STEP iN ANY LAND-DI5TKIDUTiNG ACTIVITY
AND 5HALL DE MADE FUNCTIONAL DEFOKE UN5LOPE LAND D15TUKDANCE
TAKE5 PLACE.
2. ALL 5EDIMENT CONTROL MEA5UKE5 ARE TO DE ADJUSTED TO MEET FIELD
GOND I T I ONS AT THE TIME OF GON5TKUGT I ON AND BE CONSTRUCTED
PRIOR TO ANY GRADING OR D15TURBANCE OF EXISTING 5URFAGE
MATERIAL ON BALANCE OF SITE. PERIMETER 5EDIMENT f3ARRIEK5
5HALL BE CONSTRUCTED TO PREVENT 5EDIMENT OR TKA5H FROM FLOWING
OR FLOATING ON TO ADJACENT PROPEKT IE5.
3. PERMANENT OR TEMPORARY 501L 5TA151LIZATION 5HALL DE APPLIED TO
DENUDED AREAS WITHIN SEVEN DAY5 AFTER FINAL GRADE 15 REACHED
ON ANY PORTION OF THE 51TE. TEMPORARY 501E STADILIZATION
5HALL DE APPLIED WITHIN 5EVEN DAY5 TO DENUDED AREA5 THAT MAY
NOT DE AT FINAL GRADE DUT WILL REMAIN UNDISTURDED FOR LONGER
THAN 30 DAY5. PERMANENT STABILIZATION SHALL BE APPLIED TO
AREA5 THAT ARE TO DE LEFT UNDISTURBED FOR MORE THAN ONE YEAR.
4. DURING GON5TKUGTION OF THE PROJECT, 501E STOCKPILES SHALL DE
STABILIZED OR PKOTEGTED WITH 5EDIMENT TRAPPING MEA5UKE5. THE
APPL I CANT 15 RE5PON51DLE FOR THE TEMPORARY PKOTEGT 10N AND
PERMANENT 5TADILIZATION OF ALL 501E 5TOGKPILE5 ON 51TF_ A5 WELL-
A5
ELLA5 501L INTENTIONALLY TRANSPORTED FROM THE PROJECT 51TE.
5. A PERMANENT VEGETATIVE COVER 5HALL DE E5TADL15HED ON DENUDED
AREA5 NOT OTHERW15E PERMANENTLY 5TADILIZED. PERMANENT
VEGETATION 5HALL NOT DE GON5IDEKED E5TADL15HED UNTIL A GROUND
COVER 15 ACHIEVED THAT, IN THE OPINION OF THE REVIEWER, IS
UNIFORM, MATURE ENOUGH TO 5UKViVE AND WiLL INHIDIT ER0510N.
6. STABILIZATION MEA5URE5 5HALL DE APPLIED TO EARTHEN 5TRUGTURE5
5UGH A5 DAM5, DiKE5 AND DIVEK51ON5 IMMEDIATELY AFTER
IN5TALLATION.
7. 5URFAGE RUNOFF FROM D15TUKDED AREA5 THAT 15 GOMPKI5ED OF FLOW
FROM DRAINAGE AREA5 GREATER THAN OR EQUAL TO THREE ACRES SHALL
DE CONTROLLED DY A 5EDIMENT DA51N. THE 5EDIMENT DA51N 5HALL
DE DESIGNED AND CONSTRUCTED TO ACCOMMODATE THE ANTICIPATED
SEDIMENT LOADING FROM THE LAND-Dl5TURDiNG ACTIVITY. THE
OUTFALL DEVIGE OR 5Y5TEM DF -51&N SHALL TAKE INTO ACCOUNT THE
TOTAL DRAINAGE AREA FLOWING THROUGH THE D15TUKDED AREA TO BE
5EKVED DY THE DA51N.
6. AFTER ANY 51GNIFICANT RAINFALL, 5EDIMENT CONTROL 5TRUGTURE5
WILL DE 1N5PEGTED FOR INTEGRITY. ANY DAMAGED DEVIGE5 5HALL DE
CORRECTED IMMEDIATELY.
9. CONGENTKATED RUNOFF 5HALL NOT FLOW DOWN CUT OR FILL SLOPES
UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT
CHANNEL, FLUME OK 5LOPE DRAIN 5TRUGTURE.
10. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR
OTHER PROTECTION SHALL DE PROVIDED.
i1. 5EDIMENT WILL DE PREVENTED FROM ENTERING ANY 5TOKM DRAiN
SYSTEM, DITCH OR CHANNEL. ALL 5TOKM 5EWEK 1NLET5 THAT ARE
MADE OPEKADLE DURING GON5TKUGTION 5HALL BE PROTECTED 50 THAT
5EDIMENT-LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM
WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE
SEDIMENT,
12. DEFOKE: TEMPORARY OR NEWLY GON5TKUGTED 5TORMWATER CONVEYANCE
CHANNEL -5 ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND
ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LiNiNG 5HALL DE
INSTALLED IN DOTH THE CONVEYANCE CHANNEL AND RECEIVING
CHANNEL.
13. WHEN WORK IN A LIVE WATERCOURSE 15 PERFORMED, PKEGAUTION5
SHALL DE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL 5EDIMENT
TRANSPORT AND 5TADILiZE THE WORK AREA TO THE GREATEST EXTENT
POSSIBLE DURING GON5TRUGTION. NONEKODIDLE MATERIAL 5HALL DE
U5ED FOR THE GON5TKUCT ION OF GAU5EWAY5 AND COFFEKDAM5.
EARTHEN FILL MAY DE U5ED FOR THE5E 5TRUGTURE5 IF ARMORED DY
NONERODIDLE GOVEK MATERIALS.
14, WHEN A LIVE WATERGOUK5E MUST 5E GROSSED 13Y CON5TKUCTION
VEHIGLE5, A TEMPORARY STREAM GROSSING CON5TKUGTED OF
NONEKODIDLE MATERIAL 5HALL DE PROVIDED.
15. THE DED AND DANK5 OF A WATEKGOUR5E 5HALL DE 5TADILIZED
IMMEDIATELY AFTER WORK IN THE WATERCOURSE 15 COMPLETED.
16. PERIODIC, IN5PEGTION AND MAINTENANCE OF ALL 5EDIMENT CONTROL
5TRUGTURE5 MU5T 5E PROVIDED TO EN5URE INTENDED PURPOSE 15
ACCOMPL 15HED. THE DEVELOPER, OWNER AND/OR CONTRACTOR SHALL DE
CONTINUALLY RE5PON5l5LE FOR ALL 5EDIMENT LEAVING THE PROPERTY.
5EDIMENT CONTROL MEA5UKE5 SHALL DE IN WORKING CONDITION AT THE
END OF EACH WORKING DAY.
17. UNDERGROUND UTILITY LINES 5HALL DE INSTALLED IN ACCORDANCE
WITH THE FOLLOWING 5TANDAKD5 IN ADDITION TO OTHER APPLiCADLE
CRITERIA -
A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY DE OPENED AT
ONE TIME,
5. EXCAVATED MATERIAL 5HALL DE PLACED ON THE UPHILL 51DE OF
TKENCHE5.
G. EFFLUENT FROM DEWATERING OPEKATION5 SHALL DE FILTERED OR
PASSED THROUGH AN APPROVED 5EDIMENT TRAPPING DEVICE, OR
DOTH, AND D15GHARGED IN A MANNER THAT DOES NOT ADVERSELY
AFFECT FLOWING 5TKEAM5 OR OFF-51TE PROPERTY.
D. RE5TA5ILIZATION 5HALL DE AGCOMPLI5HED IN ACCOKDANGE WITH
THE5E REGULATIONS.
18. WHERE GON5TRUGTION VEHICLE AGCE55 KOUTE5 INTEK5ECT PAVED
PUDLIG ROAD5, PROV1510N5 5HALL DE MADE TO MINIMIZE THE
TRANSPORT OF SEDIMENT DY TRACKING ONTO THE PAVED 5URFAGE,
WHERE 5EDIMENT 15 TKAN5POKTED ONTO A PUDLIG ROAD 5URFAGE WITH
CUR55 AND GUTTERS, THE ROAD 5HALL DE GLEANED THOROUGHLY AT THE
END OF EACH DAY. 5EDIMENT SHALL DE REMOVED FROM THE ROADS DY
SHOVELING OR SWEEPING AND TKAN5POKTED TO A 5EDIMENT CONTROL
DISPOSAL AREA. STREET WA5HING SHALL DE ALLOWED ONLY AFTER
SEDIMENT 15 REMOVED IN THI5 MANNER. THI5 PKOVI5I0N 5HALL
APPLY TO INDIVIDUAL 5U5DIV1510N LOTS A5 WELL A5 TO LARGER
LAND-P15TKIDUTING AGTIVITIE5.
19. ALL TEMPORARY EK05ION AND 5EDIMENT CONTROL MEASURES SHALL DE
REMOVED WITHIN 30 DAY5 AFTER FINAL 51TE 5TADILIZATION OR AFTER
THE TEMPORARY MEA5UKE5 ARE NO LONGER NEEDED, 1N THE OPINION OF
THE REVIEWER. D15TUKDED SOIL AREA5 RE5ULTING FROM THE
DISPOSITION OF TEMPORARY MEA5UKE5 SHALL DE PERMANENTLY
5TADILIZED TO PREVENT FURTHER EK05ION AND 5EDIMENTATiON.
20. PROPERTIE5 AND WATERWAY5 DOWNSTREAM FROM GON5TKUCTiON SITE
SHALL DE PROTECTED FROM 5EDIMENT D15P051TION AND ER0510N.
21. PHA5ED PROJECT5 SHOULD DE GLEAKED 1N CONJUNCTION WiTH
GON5TKUGTION OF EACH PHA5E.
22, ER051ON CONTROL DESIGN AND CONSTRUCTION SHALL FOLLOW THE
REQUIREMENT5 IN INDEX NOS. 101, 102 AND 103 OF FDOT ROADWAY
AND TRAFFIC DE516N 5TANDAKD5.
23. THE REVIEWER MAY APPROVE MODIFICATION5 OR ALTER PLAN5 TO THE5E
EROSION CONTROL CRITERIA DUE TO 51TE 5PEGIFIG CONDITiON5.
E4HUOURBEFORE DIGGING
TOLL FREE
-432-4770
E STATE ONE CALL
LORIDA, INC.
R4NDALL LEE MOSEY, FL PE M326
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