2023-07-20 V. B. #23-009-TRC, Engineering Plans dtd 10/27/21, Exhibit 2 3RIDG -WATER O\ TAYLOR CREEK
- <EECHOBEE, FLORIDA
SECTION 22/TOWNSHIP 37S/RANGE 35E
PARCEL IDS: 3-22-37-35-0260-00000-0060 & 3-22-37-35-0260-00000-0080
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OKEECHOBEE COUNTY "
�� SLLAHASSEE /Ai
T r 4ra� ��,JACKSONVILLE �1 p ._
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amos
DAYTONA BEACH ``L� �� 1 3-22-37-35 C 63
TAMPA VIM1 V.,
? .' t3'JECT SITE LOt,:'^w�sl'. —
110111 :4i Ara* 7-401e.
' 116 SE STH AVENU`9 4 SQUARE FEET (1.31-�'' (.FORT PIERCE c t '
FORT M,F4 �� r '� • .? _
OKEECHOBEE l , 3-22-37-35-0260-0C0C0
COUNTY .�.n TTA,T11
11111/miAMI - J 07F;:1
PROJECT
PUBLIC IMPACT ANALYSIS: KEY WEST,'
Pr
_ ,' �' -POTABLE WATER DEMAND=3.000 GPO •. y:..
., \*.k.' .''
OWNER PROPOSES A TOWNHpAE/CONDOMINIUM DEVELOPMENT CONSISTING TO TWELVE(12) . ' / p'. :.A': •
WASTEWATER GENERATED=3,0D0 GPD TWO-STORY UNITS,vHICH ARE TO BC CONVEYED TO THIRD PARTIES / _4•.SQ�L - `,
SOLID WASTE GENERATED=ISO LBS/DAY TOWNHOUSE/CONDOMINIUM ASSOCIATION DOCUMENTS(PER CHAPTER 718 ES.)ARE BEING " - /,
PREPARED BY OTRS,WHICH WILL ADDRESS THE RESPONSIBILITIES/REQUIREMENTS/RULES :'' .I,HE
DESIGN STORM Y.25 YEAR-72 HOUR EVENT(9.0 INCHES) APPLICABLE TO EACH UNIT OWNER. THIS INCLUDES COLLECTION OF FEES TO FACILITATE y - - /
MAINTENANCE OF THE COMMON AREAS,INCLUDING THE WATER MANAGEMENT SYSTEM(V M
MS)
PEAK DAILY TRAFFIC GENERATED=96 TRIPS PER DAY AND OUTFACE CONTROL STRUCTURE. • �7
VMS WAS DESIGNED TO ADHERE TO EXISTING SFMWD RULES/CRITERIA FORRGE PROJECTS LOCATED - /
,
IN THE S-133(LAKE OKEECHOBEE)BASIN. ALLOWABLE DESIGN DISCHARGE FOR THE DESIGN -
EVENT(25 YR-3 DAY STORM)IN THE S-I33 BASIN IS 15.6 CSM(OR 0.03 CFS). ENGINEER in r1 — :'
UTILIZED THE MINIMUM ALLOWABLE CIRCULAR BLEEDER DIAMETER S.WHICH RESULTED
PREPARED FOR: IN A DESIGN DISCHARGE OF 0.39 CFS. THE RESULTING PEAK DESIGN STAGE IS 21.8•NAVD. Ilk II BO �O �t., 70 _l0 �0 37A 000 ARM WHICH IS CONTAINED USING A PERIMETER BERM(TOP ELEVATION OF 23.0'NAVD). ___ -
B I T FAIR INVESTMENTS, INC.
511 SOUTH PARROTT AVENUE
OKEEECHOBEE, FLORIDA 34972-2600 ENGINEERING (CONSTRUCTION) PLANS
CALL 48 HOURS
ASSISTED BY: SHEET 1 OF 5 COVER BEFORE DIGGING IN FLORIDA
SHEET 2 OF 5 PAVING, GRADING & DRAINAGE SIMPLY CALL 811 IMPORTANT NOTE:
or
CONTRACTOR: MOSSEL-HODGES CONSTRUCTION, INC. SHEET 3 OF 5 CONSTRUCTION DETAILS AND NOTES 1-800-432-4770 HORIZONTAL P.VERTICAL DATA WAS SURVEYING
GROUP.
IN
COOPERATION TA T TO S SURVEYING GROUP,SEC.
SURVEYOR: TRADEWINDS SURVEYING GROUP,LLC. SHEET 4 OF 5 TOPOGRAPHICICAL INFORMATION S WWW.CALLSUNSHINE.COM ELEVATION DATA,USED D GENERATE THESE PLANS,
SHEET 5 OF 5 TECHNICAL SPECS. EROSION/ & SEDIMENT CONTROL ARE REFERENCED TO NAVD(1988),
PREPARED BY: EXHIBITS ASMUSSEN ENGINEERING, LLC 4
P.O.Box 1998
fe ASMUSSEN ENGINEERING,LLC EXHIBIT 1 LANDSCAPING PLANOKEECHOBEE,FLORIDA 34(863) 98
TEL:(863)763-85FL CELL:973- 610-0043
ENGINEERING AND ENVIRONMENTAL SERVICES EXHIBIT 2 ELEVATION VIEWS & FLOOR PLANS EMAIL: lasmuaae0emboremoil.eom
P.O.BOX 1998,OKEECHOBEE,FLORIDA.34973 863 763-8546 EXHIBIT 3 LIGHTING PLANS PROJECT NUMBER•imcr�+rx•.+.Tax cam File nccrz C00,.:4owzaTwx SHEET
( ) 06042021-01 SCALE T N.T.S. CQm
—OCTOBER 27.2021 26134 of 5
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19.V r Iy� pA, rL_/OPE TO CREEK N. SWALE SECTION A-A
DRY DETENTION TYPICAL SECTION N.T.S. iii
N.T.S. S/
/
9 A
LAND USE TABLE .A, i-- -- -9- ..:,. /.k
USE/DESCRIPTION SOFT. AC. x COVER v
TOTAL SITE 57,054.00 SOFT. 1.31 AC. 100.00 rn ' 4 2J
ONSITE IMPERVIOUS 29,023.97 SOFT. 0.6S AC. 50.86 "�� \ /'� 1
I I ASPHALT 17.033.11 son. 0.39 AC. 29.85 \ �. - '' 71�'�`�'` 1 �'� F 7_'.)
I BUILDING 10.784.58 son. 0.25 AC. 18.92 J'7 /7 UJ I `� LEGEND
:I CONCRETE 997.22 SOFT. 0.02 AC. 1.74
/�J/ Z 'r7Y _NC1/4 11p TAYLOR CREEK T.O.B.
in CURBING 199.06 SOFT 0.005 AC. 0.35 / / r / s_. O. .
OFFSITE IMPERVIOUS 1,852.79 SOFT. 0.042 AC. / / /7 \�`0 PROPERTY LINE
ASPHALT 1,852.79 SOFT. 00a2 AC. ,1 /��F//; �Q= I ) \� EDGE OF DRIVEWAY
ONSITE PERVIOUS 28,040.03 SOFT. 0.64 AC. 49.14 /` /�yA� / K. IIT� .-..' 2 -- --
/ , 1' CENTERLINE
I.:•:-"I LANDSCAPING 5,559.55 SOFT. 0.13 AC. 10.27 y
/ B 7'. 3 Q1.. TAYLOR CREEK RW
FRONTAGE 3,724.80 SOFT. 0.06 AC. / / / ' �� 1 --_-av• /�'. 4 + Q --
EA.UNIT 2,134.76 SO.R. 0.05 AC. / / / U. .�--Ie ! rj - 'r TOWNHOUSES
rn DRY DETENTION 8,400.49 SOFT. 0.19 AC. 14.72 / / , I D,,,_‘4"
1 -r 1 6 you EDGE OF SIDEWALK •
=OPEN/CANAL BANK 13,779.98 SOFT. 0.32 AC. 24.15 / (L - ] '
/ a
'//
// �4 4-'".. -- 7. .8 '- • SET BACK LINE - --
/ (//- �r �4Y• TOP PERIMETER BERM
/ / ~. ' a 10 • PROP.ELEVATION -ear •STOP SON
OTHER MTTFS. / 1--w
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1. OWNERS ARE B I T FAIR INVESTMENTS INC. j ) r `T WATER FLOW PROP.CV5
511 SOUTH PARROTT AVENUE
OKEECHOBEE,FL.34974 / 1
(8 � -ar' TRAFFIC FLOW STOP BAR
63)447-4390
2. TOTAL PROPERTY SIZE-57,064.00 SOFT.(1.3)ACRES) / '� ' . . . . -
3. PROPOSED IMPERVIOUS AREA=29,023.97 SOFT.(0.66 ACRES OR 50.862) 1 'L\
4. SOIL TYPE.TAVARES AND ST.LUCIE i B F Iy--mom --(N.. .,L\ 4.� qb" ,L�/
5. EXISTING ZONING.RESIDENTIAL MULTIPLE FAMILY
6, EXISTING USE.VACANT ' er K"'O` !l �„i
7. PROPOSED USE.12 RESIDENTIAL TOWNHOUSE UNITS �I� - m w> 6
8. PERMITS REQUIRED:CITY OF OKEELHOBEE(MEET SFVMD VMS CRITERIA) '-+5- - �- -4- _�+ \ W
9. THERE ARE NO WATER COURSES,WATER BODIES,FL00➢PLAINS•XERIC L.
r I I •
1.
UPLANDS,WETLANDS,CUTTHROAT GRASS SEEPS,HISTORICAL AND Sa"a
ARCHAEOLOGICAL RESOURCES.CONES OF INFLUENCE FOR POTABLE WELLS OR • PAWNS LOT >O'(MATCH K./METERKWOLVA9ON)
AQUIFER RECHARGE AREAS ON OR ADJACENT TO THE PROJECT SITE EXCEPT �- - - -- m o
AS NOTED. B --"n - 225'
II.EXISTING GROUND COVER.DIRT,GRASS,WEEDS 2 8w
11. WATER SERVICE.CENTRAL-OUA N
12.SEVER SERVICES CENTRAL- C/L ENTRANCE DRIVE SECTION
13.PARCEL K 3-22-37-35-0260-00000000-0060 I 3-22-37-35-0260-00000-0080
THERE
14 INCORPOR
ATED TD AREAS.NO NLAKES.STREETS,WATER COURSES,ORG BUILDINGS,CULVERTS,EASEMENTS,B WATER BOUNDARIES
• N.T.S.
EXCEPT AS SHOWN OR NOTED. •
15.THERE ARE ND PUBLIC SUPPLY WELLS WITHIN 600'OF THE PROJECT. PL
16.PROJECT DENSITYO = WITH
=92GI UNITS PROR AGUE BRIDGEWATER ON TAYLOR CREEK
17.CONTRACTORWORK WORK ORMH THINEER THROUGHOUT CONSTRUCTION. Bu16p� I A
Ir �
18.ALL WORK SHALL CONFORM WITH APPLICABLE SPECIFICATIONS CONTAINED ,,, I y Ldd~ PAVING, GRADING AND DRAINAGE PLAN
IN THE CITY OF OKEECHOBEE'S CODE OF ORDINANCES.
19.PRIOR TO CONSTRUCTION,CONTRACTOR WILL EMPLOY THE SERVICES OF A
GEDTECHNICAL FIRM TO CONDUCT SOIL BORINGS UNDER THE BUILDING AND )nAu_rl93 F)ti-FFI N 'A ASMUSSEN ENGINEERING, LLC 4
PARKING AREAS. COMPACTION TESTING RESULTS WILL BE PROVIDED TO THE
ENGINEER FOR THE BUILDING PAD.PARKING LOT AND RIGHT-OF-WAY. r A.0 7 I y 7 �M T TS MC
P.O.M.INS
20.PARKING.TWELVE(12)TOWNHOUSE UNITS X 2=24 REQUIRED) OXLICROKL.II.awn9KEECNOHFl.ROM.31.6 891
34 PARKING SPACES,INCLUDING ONE U)HANDICAP SPACE IS PROVIDED. YEN(Hq)74 n WO 8)H-65 NBA, 4lo-awH
UNIT PARKING IS 45'LONG TO ACCOMMODATE TWO(2)VEHICLES PER UNIT. S. SWALE SECTION B-B ( Print OOte + O.,I60 CA00 FILE Ste Plan.dw9-SHEET
SCALE-20' CERDHCATE OFF
N.T.S. 10-27-2021
05042021-01 AUTHORIZATION NO.26134,2 a1 5
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L I Z VITA r0np � h
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5'RURAL 0°7%U°RE µo)w (56 5.
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N.T.S.
ENGINEER RECOMENDS USE OF FILTER
vEv°ARcr..1,nlNiro vrss,NTroxDEaxiinzzE,T a Eti.tc'nmiFRl<TiEx z..w.i.'i axODEic cTFlc .w.y .-. _x._ IP TRa lNT, rDE
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AHY n v, o.Ei z,mez.OCCLPr ANL'STREET.ALLEY.ABT[,z aPi.I w PROY[T NOTES,
RI vat. CONCRETE PARKING-SIDEWALK TYPCIAL SECTION __ PRIOR TO FD5EPcg(N1 WS0le0V0,
II. ALL DUMBED AREAS DOLL➢C GRAND PLAN STOP SIGN DETAIL SO STRINGS RILL DE r
ws MULL DE1IDRDK.T«o K ATTENTION CrM ENGINEER NOON TO 12 rr
100090)10 wD[s�ONIT1Ksc IQvI i__ MODLD o usSL DINGS O PARKIM TO°LDEiMO.T19
STOP SIGN AND BAR LOCATION — x �,ma CElal Ew1KER K SOILS 0L1 01 TK
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i ANDTc CE F EOPIENDED Ix rNE
I. I1KN TRAFFIC DOING CONSTRUCTION IN KORDAKS VEIN•TAR FEDERAL MAWR ON IArwx �•,�: — ' •`__"' c'M°Emi[wDacpK➢R°E:I>QT RILL
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Is. ODAIN[SPIES Cr KL REWIRED PERLITS.Alit!TO COMM.VC. ONET. - Iwt a a IFNDHS 1"161 6 LT[CCwYEE.As Ror,a A ..Drr
1 Ir0O r rw WALL S llr TO EXAMINE OE ARK SITE 10 IWO.HOarLF Or TK IYDDIriw VEER I fT4n. - 1!'12 07g1LISE(SUER)w MAIL.
w TK V TS i0 BEKPEArgM0. SUfiu-2-SEM59-/131M[o IrJ2(SUER)w EDwa. �1 r.w.^ Ea0[Iw CwTRLL DOLL SE MINED
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LSAK SOO°RUED TO>ni-MO ZAPPED TO IX TO KEINE ,,,,, ., -ryj,D ���' I TEs TIE NEED io°urr'nia snr
AMGrNE«1 s,srzx tvIID.RHIw IELuxs svKEs AND nRr BrEwnw ARu rwrvleKPlo i'E�DIn�KLArT.IIrwL wis°s STEEL ALL.-HEAD u1 SCR.;sKm a OLD GAP wKRD TO a DRUID
' = -I 1 IAMI DQE _ SCRE.Of.04 ND TE=MO NE TDB LESS DIM SO ROOD r
VET REILSK Is KDQED rD CONTAIN TIE IRON STA2 mr NLVD-KR IESIw ilwx EauEV. T. .(' IASIET x>e>ED➢Na UTILITY TUNED CIF.0.w NESSE
vS i 41)01000 11EI 9IRNN C[EC9 arz t1D-Ixocs,KSun1 Ix A POOR zslw DIs0MK5 s Da9 DS 0-IJ0 0001. GT0AIDw0 z-I.D.(T s/e-RD.)TA LDS 10000ED REEL CLDss DPPED. � I E.
CONCRETE SPILLWAY DETAILS ESVERIFYMO R COME INE ALL
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ELEVATION tzars toe To WO Rlix[xGOEA 10 3-qA BLFIOEP
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DPwTANT NOTFt ��mti....m N.�.I.
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T ALLL Err°NEWS.INCLUDING TYKES FYI M.KTENT1w.VOL C S0.0IKIE DAH1a.VON REMOTE FINK �'e"•.a . -
PC ITRCTIw KETNO WILL BE[INDUCTED 1EEIKER AND CONTRACTOR,PRIOR iO THE COIRENCCKNT OF SILT FENCE I o
MEW(WIDE QLap D.° s ROIX OVER FLLTER FABRIC
3._RKIE WILL C LIII 10 NE¢UC M TOT.,C SEDIMENT WPSITE WVIE COSr6CTiw Ore SEADYY FOiC aALAn CUP TO 19.5' 0400
T K NEEO 101INWri Rear. T FF00011.NfISU COL SIZE ROCK TO ALLOW FLOW
E RMOSIC SMALL CaISiS,m A WIVEVAY CBVFVT Is ET PROPOSED 1K EKISTIE SICVKK TALL C REPLACED
mm.�.m.ox.xi am.. SILT
LL SUMP DETAILS DER BAFFLE MECHANISM.
A ImL[OPbGNi 6[O6iMCTlw � S. SLT FENCING TO BE DS ON TALIEO i0 CONTROL SEIMENT N.T.S.
5 T LOv v0.*I TRAFFIC ANTICIPATED Dr MOS UC m w.PO TRAFFIC STUDY IS REQUIRED IwNA1� 1° -T I MOVEMENT OUWIG CONSTRUCTION ENGINEER Sno WORK
Wan CONTRACTOR TO DETERMINE SILT SCREEN NEEDS.
6.iK SITE THE NOT SWAIM MT EHVIROREN1K EEw NO LAND".EIi0 LANDS LAND I. .o = ROAD. MRKw1 BARRIER SHALL.BE USED,IF BMX BRIDGEWATER ON TAYLOR CREEK
LT)s5[ASEPE 01 IS TO KNAIN uwrKCtm D 1010 Pv0.05? E BUILDING w OTHER STRICTURES ARE ?I T DISTURBANCE(ALONG TAYLOR CREEK)OCCURS.
T. not 01, Z INSPECT MD REPAIR SILT FENCE AFTER EACH STOOL PAVING,GRADING AND DRAINAGE PLAN
[R P•V ssbEe TEwI[[S RLLt C CmSNNAS[D viTH IXC[QOµ EDfi11KY LDT S�rnT�I- A z[0 Dui SIL OU I— ®r -`*�^�--.. .-+ •a'r'm^•• EVENT AND RELINE SEDIMENT WHERE/1HEN NECESSARY.
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ASMUSSEN ENGINEERING, LLC.
vailwz READ[IL[Ci[0 I COOKRATIw 00)0 Tva¢vlxoz SURVEYING DROP.LLC oq o m�e ` J. SEDIMENT510REAMED OS(To BOG./PNIX To smut.RN SWARM
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:OW 41
SILT FENCE SNARL BE PLACED ON SLOPED CONTOURS 10 Rl:ONES)OBE,,FD D 3 23-e10.00.3
r SU;WET BEDDING DETAIL MMRDZE PONDNG EFFICIENCY. ( print Deb, ' OWao0•[I.D AZ,CVO FILE:Site PIDn.OWV7 SHEET
IL.MORK.10 VMS VIDI DECKER AND SLRVEru TO MEET THE INTENT OF ELMS N.T.S. O-Z7-ZOZI SCALE N.T.S. CERTIFICATE OF
06042021-01 AUTHORIZATION NO.26134._30r 5
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P.O.Bo. 1998
OKEECHOBEE,FLORIDA 34973-1998
,y 91 /,p'1'ao �i few' /a TEL:(863)763-8546 CELL:(863)610-0043
.�qb� 'C' „� A EMAIL: IosmusseOemboramail.com
�y ' �S PROJECT NUMBER.eaacE..6w w,AYLOR CRC. File Topogropay.owq '' SHEET 1
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TECHNICAL SPECIFICATI❑NS1 ER❑SI❑N AND SEDIMENT CONTROL NOTES
L CI EARING AND GRUBBING: CONTRACTION JOINTS SHALL BE CONSTRUCTED TRUE TO LINE CONSTUCTIDN ACTIVITIES CAN RESULT IN THE GENERATION II.PRIOR TO SWALES OR DRY DETENTION BECOMING
WITH FACE PERPENDICULAR TO SURFACE OF PAVEMENT. OF SIGNIFICANT LEVELS OF POLLUTANTS,WHICH MAY REACH OPERATIONAL.COMPACTION AND SODDING OF THESE AREAS
CLEARING AND GRUBBING,WHERE REQUIRED BY THESE PLANS, JOINTS SHALL BE PROVIDED IN BOTH LONGITUDINAL AND SURFACE AND/OR GROUND WATERS. ONE OF THE PRIMARY SHALL BE COMPLETED IN ACCORDANCE WITH THESE PLANS
SHALL BE PERFORMED IN ACCORDANCE WITH ACCEPTED TRANSVERSE DIRECTIONS AT A MAXIMUM SPACING OF POLLUTANTS OF SURFACE WATERS IS SEDIMENT IN EROSION. AND ALL CITY REQUIREMENTS.
SPECIFICATIONS. THIS SHALL INCLUDE,BUT NOT BE LIMITED EIGHTEEN(18)FEET. DEPTH OF CONTRACTION JOINTS SHALL EXCESSIVE QUANTITIES OF SEDIMENT REACHING WATER
TO,COMPLETE REMOVAL OF ALL TREES.BRUSH,STUMPS. BE NO GREATER THAN 1/4 NOR LESS THAN 1/5 OF PAVEMENT BODIES HAS BEEN SHOWN TO ADVERSELY AFFECT THE 12.PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT
ROOTS.SEPTIC REMNANTS,GRASS,WEEDS,RUBBISH AND THICKNESS. CONTRACTION JOINTS SHALL BE FORMED BY PHYSICAL,BIOLOGICAL AND CHEMICAL PROPERTIES OF CONTROL STRUCTURES MUST BE PROVIDED TO ENSURE THE
OTHER UNDESIRABLE MATERIAL(TO A DEPTH OF 18 INCHES SAWING,PRE-MOLDED INSERTS OR HAND TOOL. JOINTS MUST RECEIVING WATERS. TRANSPORTED SEDIMENT CAN OBSTRUCT INTENDED PURPOSE IS ACCOMPLISHED. DEVELOPER,OWNER
BELOW NATURAL GROUND OR PROPOSED FINISHED GRADE, BE COMPLETED BETWEEN FOUR<4)AND EIGHTEEN(18)HOURS STREAM CHANNELS.REDUCE THE HYDRAULIC CAPACITY. AND/OR CONTRACTOR SHALL BE CONTINUALLY BE
WHICHEVER IS LOWER). AREAS TO BE CLEARED GENERALLY AFTER CONCRETE HAS BEEN PLACED. REDUCE THE CONVEYANCE CAPACITY OF CULVERTS AND RESPONSIBLE FOR ALL SEDIMENT LEAVING THE PROPERTY.
CONSIST OF DRIVES.PAVED PARKING,BUILDING AREA AND OTHER CONVEYANCE FACILITIES AND ADVERSELY IMPACT SEDIMENT CONTROL MEASURES SHALL BE IN WORKING
WATER MANAGEMENT AREAS. EXPANSION JOINTS SHALL BE PLACED BETWEEN PROPOSED BENTHIC INVERTEBRATE AND FISH SPECIES THROUGH CONDITION AT THE END OF EACH WORKING DAY.
PAVEMENT I.OTHER RIGID STRUCTURES SUCH AS DRAINAGE SILTATION. EXCESSIVE SUSPENDED SEDIMENTS REDUCE LIGHT
EROSION CONTROL SHALL BE ACCOMPLISHED BY SEEDING AND INLETS 6 EXISTING CONCRETE SLABS. EXPANSION JOINTS PENETRATION AND THEREFORE REDUCE PRIMARY PRODUCTIVITY 13.UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN
MULCHING OR SODDING. CONTRACTIOR(S)TO WORK WITH SHALL BE 1/2'WIDE 6 FILLED WITH A PREFORMED WITHIN THESE RECEIVING SYSTEMS. ACCORDANCE WITH THE FOLLOWING STANDARDS,IN ADDITION
ENGINEER AND CITY STAFF TO MEET THE INTENT OF THESE EXPANSION JOINT FILLER,CONFORMING TO AASHTO M-213,6 TO ALL OTHER APPLICABLE CRITERIA:
PLANS. JOINT SEALING COMPOUND.CONFORMING TO AASHTO M-173.
MINIMUM STANDARDS: A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE
ALL MATERIAL REMOVED FROM THE SITE SHALL BE LEGALLY CONSTRUCTION JOINTS SHALL BE USED IF CONCRETE OPENED AT ONE TIME.
DISPOSED OF IN ACCORDANCE WITH LOCAL,STATE AND PLACEMENT IS INTERRUPTED LONG ENOUGH TO CAUSE A COLD 1.SEDIMENT BASINS,PERIMETER BERMS.EROSION CONTROL B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL
FEDERAL REQUIREMENTS. ORGANIC MATERIAL MAY BE BURNED JOINT. IF POSSIBLE,CONSTRUCTION JOINTS SHALL BE BARRIERS AND OTHER MEASURES.IMPLEMENTED TO TRAP SIDE OF TRENCHES.
ONSITE PROVIDED CONTRACTOR OBTAINS ALL REQUIRED BURN PLACED AT LOCATION OF A PLANNED CONTRACTION JOINT. SEDIMENT TRANSPORT,SHALL BE CONSTRUCTED AS THE FIRST C. EFFLUENT FROM DE-WATERING OPERATIONS,IF
PERMITS. ANY UNBURNED REMAINS SHALL BE DISPOSED OF THE JOINT SHALL BE FORMED BY EITHER A SEMICIRCULAR STEP IN ANY LAND DISTURBING ACTIVITY AND SHALL BE PROPOSED,SHALL BE FILTERED OR PASSED THROUGH AN
OFFSITE IN ACCORDANCE WITH ESTABLISHED REQUIREMENTS. KEY-WAY 2'DIAMETER OR 14'LONG 6'DOWELS PLACED MADE FUNCTIONAL BEFORE ANY LAND DISTURBANCE TAKES APPROVED SEDIMENT TRAPPING DEVICE,OR BOTH.THEN
ACROSS THE JOINT 12'ON CENTER. PLACE. DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY
THE CONTRACTOR SHALL MAINTAIN ALL STORMWATER ONSITE AFFECT RECEIVING SYSTEMS OR ADJACENT LANDS.
DURING CONSTRUCTION AND PREVENT DISCHARGE OF TURBID FINISH OF CONCRETE SHALL BE A UNIFORM,GRITTY, 2.ALL SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED D. RE-STABILIZATION SHALL BE ACCOMPLISHED IN
WATER TO THE RECEIVING SYSTEM SHOULD SEVERE STORM NON-SLIP SURFACE,BROOM FINISHED WITH A COARSE BROOM TO MEET FIELD CONDITIONS(AT THE TIME OF CONSTRUCTION) ACCORDANCE WITH THESE ESTABLISHED REGULATIONS.
EVENTS OCCUR,MAKING CONTAINMENT IMPOSSIBLE, TO PROVIDE A NON-SKID SURFACE JUST BEFORE THE WATER AND BE CONSTRUCTED PRIOR TO ANY GRADING OR
CONTRACTOR SHALL TAKE ALL POSSIBLE STEPS TO PREVENT SHEEN DISAPPEARS. NO WATER SHALL BE ADDED TO THE DISTURBANCE OF EXISTING SURFACE MATERIAL. PERIMETER 14.WHERE CONSTRUCTION VEHICLE ACCESS ROUTES
DISCHARGE OF TURBID WATER. 'STEPS'INCLUDE. SURFACE TO ASSIST FINISHING OPERATIONS. CONCRETE SEDIMENT BARRIERS SHALL BE CONSTRUCTED TO PREVENT INTERSECT PAVED PUBLIC ROADS,PROVISIONS SHALL BE
INSTALLATION OF ADDITIONAL SILT FENCE,UTILIZATION OF SHALL BE CURED BY PROTECTING IT AGAINST LOSS OF SEDIMENT OR TRASH FROM FLOWING,FLOATING OR BLOWING MADE TO MINIMIZE TRANSPORT OF SEDIMENT BY TRACKING
HAY BALES,CONTAINMENT BERMS AND FOR EXTREMES MOISTURE AND MECHANICAL INJURY FOR AT LEAST THREE(3) ONTO ADJACENT PROPERTIES. ONTO PAVED SURFACES. AREAS WHERE SEDIMENT IS
TREATMENT OF STORMWATER PONDS WITH ALUM DAYS AFTER PLACEMENT. A LIQUID CURING MEMBRANE, TRANSPORTED ONTO PUBLIC ROAD SURFACES SHALL BE
R.EARTHWORK 6 GRADING TRANSLUCENT WITH A FUGITIVE DYE AND CONFORMING TO 3.PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE CLEANED REGULARLY. SEDIMENT SHALL BE REMOVED FROM
AASHTO M-148,SHALL BE APPLIED IMMEDIATELY AFTER APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER ROADS BY SHOVELING OR SWEEPING WITH TRANSPORT TO A
FINISHING HAS BEEN COMPLETED. READY-MIXED CONCRETE FINAL GRADE IS REACHED(ON ANY PORTION OF THE SITE). SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL
ALL EARTHWORK AND GRADING SHALL BE PERFORMED AS SHALL CONFORM TO AASHTO M-157. SLUMP SHALL BE TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS
REQUIRED TO ACHIEVE FINAL GRADES,TYPICAL SECTIONS BETWEEN TWO(2)AND FOUR(4)INCHES. NO WATER SHALL SEVEN(7)DAYS TO DENUDED AREAS THAT MAY NOT BE AT MANNER.
(AND ELEVATIONS)INDICATED ON THE PLANS. IN ALL OTHER BE ADDED TO INCREASE WORKABILITY. FINAL GRADE,BUT WILL REMAIN UNDISTURBED FOR LONGER
RESPECTS,MATERIALS AND CONSTRUCTION METHODS FOR THAN THIRTY(30)DAYS. PERMANENT STABILIZATION SHALL 15.ALL TEMPORARY EROSION AND SEDIMENT CONTROL
EARTHWORK,EMBANKMENT,EXCAVATION AND GRADING SHALL E.SOD:DISTURBED AREAS,INCLUDING SWALES ADJACENT TO BE APPLIED TO AREAS LEFT UNDISTURBED FOR MORE THAN MEASURES SHALL BE REMOVED WITHIN THIRTY(30>DAYS
CONFORM TO ALL REQUIREMENTS OF THE CITY OF ACCESS POINTS,WILL BE SODDED WITH BAHIA TO CONTROL ONE(1)YEAR. AFTER COMPLETION OF CONSTRUCTION OR UNTIL TEMPORARY
OKEECHOBEE(REFER TO LDR'S). ANY UNDESIRABLE MATERIAL, WASHING/EROSION GOING FORWARD. RETENTION BOTTOMS MEASURES ARE NO LONGER NEEDED. DISTURBED SOIL AREAS.
WITHIN THREE(3)FEET OF FINISHED ROAD GRADE.SHALL BE WILL ALSO BE SODDED WITH BAHIA. 4.DURING CONSTRUCTION,SOIL STOCKPILES SHALL BE RESULTING FROM DISPOSITION OF TEMPORARY MEASURES.
REMOVED AND REPLACED WITH SUITABLE MATERIAL. STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING SMALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER
F.SEEDING,FERTILIZING AND MULCHING: ALL DISTURBED MEASURES. APPLICANT IS RESPONSIBLE FOR TEMPORARY EROSION AND/OR SEDIMENTATION
3.PAVING IMPROVEMENTS: AREAS SHALL BE STABILIZED WITH SEED,FERTILIZER AND PROTECTION AND PERMANENT STABILIZATION OF ALL
MULCH UPON COMPLETION AND ACCEPTANCE(BY ENGINEER)OF STOCKPILES MAINTAINED ON-SITE.AS WELL AS,SOIL 16.PROPERTIES AND WATERWAYS DOWNSTREAM FROM THE
ALL AREAS PROPOSED FOR PAVING SHALL BE CONSTRUCTED FINAL GRADING. CONTRACTOR IS RESPONSIBLE FOR INTENTIONALLY TRANSPORTED FROM THE SITE. CONSTRUCTION SITE SHALL BE PROTECTED FROM SEDIMENT
IN ACCORDANCE WITH DESIGN GRADES AND TYPICAL SECTIONS ESTABLISHING A STAND OF GRASS SUFFICIENT TO PREVENT DEPOSITION AND EROSION
SHOWN HEREIN. CONSTRUCTION SHALL BE IN CONFORMANCE EROSION AND TO ALLOW REMOVAL ANY TEMPORARY SILT 5.A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED
WITH ALL CITY REQUIREMENTS. FENCING. THIS APPLIES TO AREAS NOT COVERED BY SOD. ON DENUDED AREAS,NOT OTHERWISE PERMANENTLY 17.EROSION CONTROL DESIGN AND CONSTRUCTION SHALL
STABILIZED. PERMANENT VEGETATION SHALL NOT BE FOLLOW CITY REQUIREMENTS.USING DETAILS CONTAINED
A.ASPHAI T: PRIME COAT AND TACK COAT FOR BASE G.TESTING:CONTRACTOR SHALL SECURE SERVICES OF AN CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS HEREIN AS A GUIDE.
COURSES,AND BETWEEN LIFTS,SHALL CONFORM TO THE APPROVED INDEPENDENT TESTING LABORATORY TO CONDUCT ACHIEVED THAT,IN THE OPINION OF THE ENGINEER,IS
REQUIREMENTS OF SECTIONS 300-1 THROUGH 300-7 OF THE ALL REQUIRED TESTING(INCLUDING COMPACTION AND UNIFORM,MATURE ENOUGH TO SURVIVE AND WILL FUNCTION UTII ITT NOTES.
FOOT SPECIFICATIONS. PRIME COAT SHALL BE APPLIED AT A THICKNESS)ON SUB-GRADE,BASE,ASPHALT AND CONCRETE. TO INHIBIT EROSION GOING FORWARD.
RATE OF 025 GALLONS PER SQUARE YARD AND TACK COAT AT ALL TEST RESULTS WILL BE PROVIDED TO ENGINEER UPON I. ALL FITTINGS AND STOPS SHALL BE BRASS PACK JOINT
A RATE OF 0.10 GALLONS PER SQUARE YARD,UNLESS RECEIPT,INCLUDING A MAP OF TEST LOCATIONS. TEST 6.STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN TYPE WITH CLAMP SCREW RETAINERS.
OTHERWISE APPROVED BY THE ENGINEER. LOCATIONS SHALL BE THE MINIMUM AS REQUIRED BY THE STRUCTURES SUCH AS DAMS,PERIMETER BERMS,DIKES AND 2. SERVICE SHALL NOT TERMINATE BENEATH PAVEMENT,
CITY. ENGINEER WILL REQUIRE TESTING OF DRIVES(TWO IN DIVERSIONS IMMEDIATELY FOLLOWING INSTALLATION. SIDEWALK OR OTHER STRUCTURE.
ASPHALT SURFACE COURSE SHALL BE TWO-INCHES OF TYPE THE RIGHT-OF-WAY AND TWO ONSITE),PARKING(FOUR)AND 3. EACH SERVICE SHALL TERMINATE AT A CURB STOP WHICH
S-3 PER FOOT SECTION 331,WITH A MAXIMUM AGGREGATE FOUNDATION(FOUR). SHOULD ANY TEST FAIL.CONTRACTOR 7.SURFACE RUNOFF FROM DISTURBED AREAS,THAT ARE SHALL BE BURIED APPROXIMATELY 7'BELOW FINAL GRADE
SIZE OF 1/2-INCH AND SHALL HAVE A MINIMUM MARSHALL SHALL(AT HIS OWN EXPENSE)REPAIR DEFICIENCIES AND COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN AND SHALL BE CLEARLY MARKED WITH A 2'X 2'X 18'
STABILITY OF 1.000 POUNDS. THICKNESS SHALL BE AS RE-TEST UNTIL COMPLIANCE WITH SPECIFICATIONS IS OR EQUAL TO ONE(I)ACRE,SHALL BE CONTROLLED BY A STAKE WITH THE TOP PAINTED BLUE AND MARKED WITH
SPECIFIED ABOVE FOR EACH PAVEMENT SECTION. DEMONSTRATED. SEDIMENT BASIN. SEDIMENT BASIN SHALL BE DESIGNED AND THE LOT TO BE SERVED.
CONSTRUCTED TO ACCOMMODATE ANTICIPATED SEDIMENT 4. CORPORATION STOP BENEATH PAVEMENT SHALL BE
B.BASE: AN EIGHT-INCH LIMEROCK BASE MATERIAL SHALL H.TRAFFIC CONTROL:INSTALLATION OF TRAFFIC CONTROL LOADING FROM DISTURBED AREAS. OUTFALL DEVICE DESIGN INSTALLED HORIZONTALLY AND HAVE BOX AND COVER TO
BE COMPACTED TO 98%OF MAXIMUM DENSITY PER AASHTO DEVICES SHALL BE IN CONFORMANCE WITH REQUIREMENTS OF SHALL TAKE INTO ACCOUNT TOTAL DRAINAGE AREA FLOWING ALLOW OPERATION.
T-18D. ALL LIMEROCK-SHELL SHALL MEET THE MINIMUM THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND THROUGH THE DEVICE FROM DISTURBED AREAS. 5. CURBS STOP SHALL BE LOCKING TYPE,STRAIGHT BALL
REQUIREMENTS OF FOOT SECTION 911. AS AS ALTERNATIVE. CITY REQUIREMENTS. VALVE WITH OUTLET SIZE AND THREADS TO MATCH
CEMENTED COQUINA CONFORMING TO FOOT SECTION 915 MAY 8.FOLLOWING ANY SIGNIFICANT RAINFALL EVENT,SEDIMENT INTENDED METER
BE USED AS A SUBSTITUTE,WITH THE SAME COMPACTION 4 DRAINAGE IMPROVEMENTS: CONTROL STRUCTURES WILL BE INSPECTED FOR INTEGRITY 6. PROVIDE SCH 40 PVC CASING PIPE 4'BENEATH AND 4'
SPECIFICATIONS PREVIOUSLY DESCRIBED. AND FUNCTIONALITY. ANY DAMAGED DEVICES SHALL BE BEYOND EDGES OF PAVEMENT.
ALL LABOR,MATERIALS AND CONSTRUCTION METHODS SHALL CORRECTED IMMEDIATELY. 7. SUCCESSIVE TAPS INTO THE WATER MAIN SHOULD BE
C.SUB-GRADE.A TWELVE-INCH SUB-GRADE SHALL BE BE IN CONFORMANCE WITH MINIMUM ENGINEERING AND SPACED AT A MINIMUM EIGHTEEN(18)INCHES.
COMPACTED TO 98%OF MAXIMUM DENSITY PER AASHTO T-180, CONSTRUCTION STANDARDS. TRENCH EXCAVATION AND 9.CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR 8. THE SERVICE LINE SHALL BE CONTINUOUS FROM
AND STABILIZED TO A MINIMUM FBV OF 75 PSI. SUB-GRADE BACK-FILLING OPERATIONS SHALL MEET OR EXCEED CITY FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE CORPORATION STOP TO CURB STOP OR WYE BRANCH WITH
SHALL BE THOROUGHLY ROLLED WITH A PNEUMATIC-TIRED REQUIREMENTS(AND/OR OUA). CONTRACTOR SHALL PROVIDE TEMPORARY OR PERMANENT CHANNEL OR STRUCTURE. NO FITTINGS IN BETWEEN.
ROLLER PRIOR TO SCHEDULING ANY SUB-GRADE INSPECTION. BACK-FILL COMPACTION TESTING TO DEMONSTRATE 9. APPROVED BACKFLOW PREVENTION IS REQUIRED ON ALL
D.fnNCRFTF PAVEMENT: COMPLIANCE WITH ALL REQUIREMENTS. 10.WHENEVER WATER SEEPS FROM A SLOPE FACE,ADEQUATE SERVICES.
DRAINAGE DR OTHER EFFECTIVE PROTECTION SHALL BE 10. SERVICE CONNECTIONS ARE ALLOWED ONLY ON WATER
CONTRACTOR SHALL COMPLY WITH CHAPTER 90-96,LAWS OF PROVIDED. MAINS IX'DIA.AND SMALLER. A SIX(6)INCH MAIN IS
CONCRETE PAVEMENT SURFACE COURSE SHALL BE FIBER FLORIDA,WHICH REQUIRES CONTRACTOR PERFORMING TRENCH LOCATED EAST OF SE 8TH AVENUE.
REINFORCED CONCRETE WITH A 28 DAY COMPRESSIVE EXCAVATIONS(OVER FIVE FEET IN DEPTH)TO COMPLY WITH
STRENGTH OF 3.000 PSI. ALL APPLICABLE TRENCH SAFETY STANDARDS 6 SHORING
REQUIREMENTS AS SET FORTH IN THE OCCUPATIONAL SAFETY ASMUSSEN ENGINEERING, LLC.(
COMPACTED SUB-GRADE IN CONFORMANCE WITH ASPHALT 6 HEALTH ADMINISTRATION'S(OSHA)EXCAVATION 6 SAFETY - P.O.Box 1998
SUB-GRADE ABOVE(C). STANDARDS,29 C.F.R.19926.650,SUBPART P 6 INCORPORATED OKEECHOBEE,FLORIDA 34973-1998
AS A STATE STANDARD(AS REVISED OR UPDATED). COST OF TEL:(863)763-8546 CELL:(863)610-0043
SUB-GRADE SHALL BE MOISTENED AS REQUIRED TO PROVIDE COMPLIANCE SHALL BE INCLUDED AS A SEPARATE LINE ITEM EMAIL: InsrnossMOemborMmoll.co,n
A UNIFORM DAMPENED SURFACE AT TIME CONCRETE IS ON CONTRACTOR'S BID. OTHERWISE,CONTRACTOR CERTIFIES PROJECT NUMEIERtemsemme an r'oe ow File SXecilicolion.dwa SHEET
POURED. COST OF COMPLIANCE IS INCLUDED IN THE UNIT COST OF SCALE N.T.S.N C()111 MAH a A)nxxsunoe
ALL ITEMS OF WORK,WHICH THIS REQUIREMENT APPLIES. �0604 2 0 21-01-OCTOBER 27,2021 26134 �50(5