Attachment_A_-_Permit_Plans.pdf

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CONTRACT PLANS COMPONENTS:

DESIGN PLANS

INDEX OF Ifv1PROVEfv1ENT PLANS

Number Sheet Title s

1 1

KEY SHEET

PROJECT LAYOUT

PROJECT CONTROL ( 1 )

PROJECT CONTROL (2)

PROJECT CONTROL (3)

GENERAL NOTES (1)

GENERAL NOTES (2)

SUE DATA SUMMARY

DEMOLITION AND EROSION CONTROL ( 1 )

DEMOLITION ANO EROSION CONTROL (2)

MASTER SITE PLAN

SITE AND GEOMETRY PLAN

PLAN ( 1 )

PLAN (2)

PLAN (3)

PLAN ( 4)

DRAINAGE STRUCTURES ANO PROFILE

PLAN ANO PROFILE

DETAILS ( 1 )

DETAILS (2)

DETAILS (3)

DETAILS (4)

DETAILS (5)

STORMWATER POLLUTION PREVENTION PLAN (SWPPP)(1)

STORMWATER POLLUTION PREVENTION PLAN (SWPPP)(2)

TRAFFIC CONTROL PLAN ANO NOTES

AUTO -TURN TEMPLATE

GOVERNING STANDARD PLANS:

Florida Department of Transportation, FY2023-24 Standard plans for Road and Br idge Construction and applicable Interim Revisions (!rs).

Standard Plans for Road Construction and associated /rs are availalbe at the following website:

htt p://www f dot.gov/ design/ standard pl ans / cur rent / def ault.shtm

Standard Plans for Bridg e Construction are included in the Structures Plans Component.

GOVERNING STANDARD SPECIFICATIONS:

Florida Department of Transportation, FY2023-24 Standard Specifications for Road and Bridge Construction at the following website:

http://www.f dot .gov I progr ammanagement/i mplemented/ s pecbook s/def ault ,shtm

"Right of way review and approval does not constitute County approval or review of any private party deed restrictions, covenants. private easements. or other private agreements Any changes to the approved plan must be coordinated through the La nd Development Section The applicant assumes the r isk that the site plan may require additional County reviews includi ng engineer ing revisions or other applicable County review processes should any action to enforce any such restrictions require redesign of the sne."

REVISIONS

DATE BY DESCRIPTION

X X X

BREVARD COUNTY

NATURAL RESOURCES MANAGEMENT DEPARTMENT

NANO/VADA STORMWATER RETROFIT

FOR PERMITTING NOT FOR CONSTRUCTION

January 18, 2025 THIS PROJECT IS A STORfv1WATER RETROFIT PROJECT FOR N. BANANA RIVER DRIVE STORfv1WATER RUNOFF. ADDITIONALLY, A RETURN WATER PIPE FOR FUTURE

DREDGE DEWATER/NG ACTIVITIES 15 PROPOSED WITH THIS CONSTRUCTION .

SEE CONSTRUCTION PHASING NOTE ON SHEET 6

CIP NO .

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FISCAL SHEE1

YEAR NO.

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THE BOARD OF COUNTY COfv1fv1155IONERS I

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LOCATION fv1AP

SECTION 30 & 31 TOWNSHIP 245, RANGE 37E

LENGTH OF PROJECT

DESCRIPTION LIN. FT.

ROADWAY (NORTH BANANA RIVER DRIVE) 0

TRACT 0

BRIDGES 0

NET LENGTH OF PROJECT 0

EXCEPTIONS 0

GROSS LENGTH OF PROJECT 0

NTS

SEC 30

SEC 31

y

ROB FELTNER

TOM GOODSON

KATIE DELANEY

KIM ADKINSON

THAD ALTMAN

PLANS PREPARED BY :

WSP USA Inc.

CHAIR

VICE-CHAIR

COMMISSIONER

COMMISSIONER

COMMISSIONER

5015 5. FLORIDA AVENUE, SUITE 301

LAKELAND, FL 33813

PROJECT LOCATION PHONE: J.863.667 .2345

MILES

l j. STATE OF ,:ff§ ~ o·· ··!iJ ~

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CONTRACT No:

VENDOR No: 1007191

' NG/NEER OF RECORD: TIMOTHY J KELLY P.E. ------------

P. E. NO .: 44721 -----

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY:

TIMOTHY J KELLY

ON THE DATE ADJACENT TO THE SEAL

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED

AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY

ELECTRONIC COPIES.

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191 a 1y s1gnea oy 1 1momy J COUNTY C.I P PROJECT MANAGER MATT CULVER Kelly

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LAKELAND, FL 33813

REGISTRY NO. CA-5392

E.O.R TIMOTHY J KELLY

E.O.R. No. 44721

BREVARD COUNTY NATURAL

RESOURCES MANAGEMENT

DEPARTMENT

2725 JUDGE FRAN JAMffESON WAY B UJILDffNG A, ROOM 219 VIERA, FLORffDA 529'10

NANDllVADA STORMWATER RETROFKT C!P NO, SHT. NO, PROJECT LAYOUT xxxxxxxx 2

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PROJECT CONTROL# 1007_/

SET 5/8" IRON ROD & CAP

STAMPED: WOOD TRAVERSE

N 1463784.35'

E 763119.39' Z 5.61' r D 649, PID: DK6649, ELEVATION: 2.73'

IR 206, PIO: AK2702,

f ELEVATION: 6.71'

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REGISTRY NO CA- 5392

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TREASURE ST.

BEGIN ~ SURVEY

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N: 1464013.97 E: 763528.94

EAST MERRITT ISLAND CAUSEWAY

BREVARD COUNTY NATURAL

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PC ST A. = 21+86.66

PT ST A. = 22+65.06

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LAKELAND, FL 33813

REGISTRY NO. CA-5392

E O.R TIMOTHY J KELLY

E O.R No. 44721

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BREVARD COUNTY NATURAL

RESOURCES MANAGEMENT

DEPARTMENT

2725 JUDGE FRAN JAMIESON

WAY BUILDING A, ROOM 219

VIERA, FLORIDA 529'10

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PROJECT CONTROL <2> xxxxxxxx 4

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BURIED GAS LINE (MARKED BY OTHERS)

BURIED SANFT ARY FORCED MAIN LINE (MARKED BY OTHERS)

BURIED SANITARY SEWER LINE (MARKED BY OTHERS)

BURIED TELEPHONE LINE (MARKED BY OTHERS)

BURIED WATER LINE (MARKED BY OTHERS)

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DRAINAGE MANHOLE

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SPOT ELEVATION

TELEPHONE PEDESTAL OR BOX

WIRE PULL BOX I SERVICE BOX

POWER POLE

GUY ANCHOR

SURVEYOR'S NOTES

1. THIS MAP OF TOPOGRAPHIC SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A

FLORIDA LICENSED SURVEYOR AND MAPPER.

2. ADDITIONS OR DELETIONS TO THIS MAP OF TOPOGRAPHIC SURVEY BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES.

3. THE PURPOSE OF THIS SURVEY IS TO IDENTIFY AND MAP THE FEATURES WITHIN THE SURVEY LIMITS SHOW

HEREON, AS SPECIFIED BY THE CLIENT.

4. COORDINATES SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN DATUM OF 1983, 2011 ADJUSTMENT, PROJECTED IN THE FLORIDA STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE 901, US SURVEY FEET, BASED ON GLOBAL POSITIONING SYSTEM (GPS) MEASUREMENTS TO THE NATIONAL GEODETIC SURVEY (NGS) CONTINUOUSLY OPERATING REFERENCE STATIONS (CORS) NETWORK . THE POSITIONS OF THE PROJECT CONTROL STATIONS SHOWN HEREON HAVE A CALCULATED POSITIONAL ACCURACY OF 2 CM OR BETTER BASED UPON THE NGS

OPUS ADJUSTMENT REPORT.

5. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) BASED UPON A LEVEL LINE RUN TO THE FOLLOWING BENCHMARKS ESTABLISHED BY THE NATIONAL GEODETIC SURVEY

(NGS):

DESIGNATION: D 649, PIO: DK6649, ELEVATION: 2.73 FEET

AND

DESIGNATION: R 206, PIO: AK2702, ELEVATION: 6.71 FEET

6. EXCEPT AS DEPICTED HEREON UNDERGROUND IMPROVEMENTS SUCH AS FOUNDATIONS AND UTILITIES WERE NOT LOCATED. ALL UNDERGROUND UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE AND WERE DETERMINED FROM VISIBLE SURFACE FEATURES INDICATING UNDERGROUND LINES SUCH AS MANHOLES, VALVES, CATCH BASINS, WATER METERS, FLAGS AND PAINT MARKS BY OTHERS, ETC. THERE MAY BE ADDITIONAL UNDERGROUND IMPROVEMENTS. ACTUAL LOCATION, SIZE OR DEPTH OF LINE SHOULD BE VERIFIED WITH THE INDIVIDUAL UTILITY

COMPANY PRIOR TO EXCAVATION OR CONSTRUCTION.

THE STORMWATER AND SANITARY PIPE SIZE AND INVERT ELEVATION INFORMATION SHOWN FOR ACCESSIBLE STRUCTURES IS BASED UPON REMOTE MEASUREMENT TECHNIQUES AND THEREFORE MAY BE APPROXIMATE.

7. SOURCE OF AERIAL PHOTOGRAPHY/IMAGE: THE FLORIDA DEPARTMENT OF TRANSPORTATION (FOOT}, AERIAL PHOTO LOOK UP SYSTEM (A+PLUS) WEBSITE. THIS DIGITAL ORTHOGRAPHIC IMAGERY WAS ACQUIRED ON 01/2021 PER METADATA PROVIDED THIS IMAGERY IS SHOWN FOR REFERENCE ONLY; THIS SURVEY DOES NOT WARRANT THE

ACCURACY OF THIS IMAGERY.

8. THIS SURVEY DOES NOT ADDRESS THE LOCATION OF ANY WETLANDS OR SOVEREIGN LANDS THAT MAY OR MAY NOT

LIE WITHIN OR ADJACENT TO THE LANDS SURVEYED.

9. FOR PURPOSES OF CLARITY, SOME SPOT ELEVATIONS AND OTHER RELATED TOPOGRAPHIC DATA MAY NOT BE DEPICTED HEREON. THIS DATA IS AVAILABLE IN ELECTRONIC FORMAT IN WOOD FILE "600731Xl DWG" AND HAS

BEEN FURNISHED TO THE CLIENT.

10. THE FIELD DATA ACQUISITION PHASE OF THIS SURVEY WAS COMPLETED ON 04/05/2022, AS DOCUMENTED IN

WOOD FIELD BOOK 1022.

ALL SURVEY INFORMATION WAS OBTAINED FROM A LICENSED

FLORIDA PROFESSIONAL SURVEYOR AND MAPPER AND

UTILIZED AS SUPPORTING DATA IN THE PRODUCTION OF

DESIGN PLANS AND FOR CONSTRUCTION ON SUBJECT

PROJECT. THE PROFESSIONAL SURVEYOR AND MAPPER OF

RECORD IS:

CHARLES B. GARDINER, P.S.M.

P.5.M. No. 5046 WSP USA Inc.

550 NORTHLAKE BOULEVARD, SUITE 1000,

ALTAMONTE SPRINGS, FL 32701

CERTIFICATE OF AUTHORIZATION: LB-0007932

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REGISTRY NO. CA-5392

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BREVARD COUNTY NATUIUL

RESOURCES MANAGEMENT

DEPARTMENT

2725 JUDGE FRAN JAMIESON

WAY BCJJ[LDING A, ROOM 219

VIERA, FLORIDA 329-10

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GENERAL NOTES

/ . COMPLY WITH ALL STATE, COUNTY, AND LOCAL ORDINANCES AND OBTAIN NECESSARY WORK PERMITS THAT ARE REQUIRED PRIOR

TO CONSTRUCTION.

2. LOCATION, ELEVATION, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN IN ACCORDANCE WITH THE BEST INFORMATION AVAILABLE AT THE TIME OF THE PREPARATION OF THESE PLANS, BUT DO NOT PURPORT TO BE ABSOLUTELY CORRECT. VERIFY THE LOCATION, ELEVATION, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES AFFECTING THE WORK.

3. PROVIDE TWO WORKING DAYS NOTICE TO UTILITY AGENCY/ OWNER'S (UAO), AND BREVARD COUNTY TRAFFIC OPERATIONS, IN ORDER TO LOCATE AND IDENTIFY THEIR EXISTING UNDERGROUND FACILITIES PRIOR TO CONSTRUCTION, AS ESTABLISHED BY

THE "UNDERGROUND FACILITY DAMAGE PREVENTION AND SAFETY ACT". KNOWN UAO'S ARE:

AT & T I DISTRIBUTION

LUKE FOLKERTS

7747 ELLIS RD,

W MELBOURNE, FL 32904

( 407) 496-6041

LF 2490@ATT.COM

CHARTER COMMUNICATION

FRED KARSTENS III

720 MAGNOLIA AVE,

MELBOURNE FL 32935

(321) 213-7659

FREDERICK.KARSTEN S@C HARTER.COM

FLORIDA POWER & LIGHT - BREVARD

JOEL BRAY

(321) 726-4801

BREVARD-SE RV ICE-PLANNI NG-MLO@F PL.COM

ZAYO GROUP, FORMERLY LIGHTWAVE, LLC,

HENRY KLOBUCAR

( 406) 496-6501

Z AYOF LRE LO CAT ION 5@Z AYO.COM

COBBFENDLEY

RENE REYESZUMETA

1414 NW 107TH AVE,

SUITE 408 / MIAMI, FL 33172

(713) 462-3242

BREVARD COUNTY WATER RESOURCES

ROY HAWTHORNE

2725 JUDGE FRAN JAMIESON WAY,

MELBOURNE, FL 32940

(321) 633-2093

ROY.HAWTHORNE@BREVARDFL.GOV

FLORIDA CITY GAS

GUSTAVO PENA

(305) 835-3624

CITY OF COCOA UTILITIES

JOHN PERRIN

351 SHEARER BOULEVARD COCOA. FL 32922

(321) 433-8797

J PE RR I N@COCOAF L.ORG

4. COORDINATE CONSTRUCTION SCHEDULING WITH UTILITY AGENCY/OWNER'S, MEET WITH UAO'S PRIOR TO THE PRE-CONSTRUCTION CONFERENCE TO ADJUST THEIR SCHEDULES TO COINCIDE WITH THE CONSTRUCTION SCHEDULE.

5. UTILITY ADJUSTMENTS SHOWN IN THIS CONTRACT PLAN SET MUST BE PERFORMED BY THE UTILITY AGENCY WHEN UTILITY

CONSTRUCTION PLANS ARE NOT INCLUDED IN THE CONTRACT PLAN SET.

6 . ERECT EROSION CONTROL DEVICES PRIOR TO LAND ALTERATIONS, MAINTAIN THEM DURING CONSTRUCTION, AND REMOVE THEM FOLLOWING SOIL STABILIZATION AND FINAL DRESSING. INSTALL AND MAINTAIN EROSION CONTROL DEVICES AS REQUIRED BY ACTUAL SITE CONDITIONS TO REFLECT PROJECT PHASING REQUIREMENTS, AND AS DIRECTED BY THE COUNTY'S

ENGINEER.

7. IF AREA OF DISTURBED SOIL IS ONE (1) ACRE OR GREATER, PREPARE AND SUBMIT A NOTICE OF INTENT FOR COVERAGE UNDER THE FDEP NPDES CONSTRUCTION GENERIC PERMIT, COMPLY WITH ALL PROVISIONS OF THAT PERMIT AND PREPARE A

STORMWATER POLLUTION PREVENTION PLAN (SWPPP) PER FDEP GUIDANCE.

8. DO NOT DISCHARGE DIRECTLY TO RECEIVING WATERS OR EXISTING CONVEYANCES THAT DISCHARGE TO RECEIVING WATERS OR WETLAND SYSTEMS DURING DEWATER/NG OPERATIONS. UTILIZE TEMPORARY SEDIMENT BASINS OR TRAPS TO COLLECT THE DISCHARGE FROM DEWATER/NG ACTIVITIES TO ELIMINATE THE POTENTIAL FOR OFFS/TE SEDIMENT TRANSPORT.

9. CONNECTIONS TO ADJACENT PROPERTIES SHOWN ON THE PLANS MAY BE MOVED, ADJUSTED, MODIFIED, ADDEO OR DELETED

AT THE PROPERTY OWNER'S REQUEST SUBSEQUENT TO APPROVAL BY THE COUNTY'S ENGINEER.

JO. THE COUNTY MAY SUBSTITUTE A GRAVITY WALL FOR A GRADED AND HARMONIZED SLOPE OR VICE VERSA PURSUANT TO THE

PROPERTY OWNER'S REQUEST AND CONTINGENT UPON APPROVAL BY THE COUNTY'S ENGINEER.

11. CONNECTION TO EXISTING ACCESS NOT INDICATED ON THE PLANS MUST BE MADE AT THE DIRECTION OF THE COUNTY'S

ENGINEER.

12. ALL CONNECTION APPROVALS BY THE COUNTY'S ENGINEER MUST BE SUBJECT TO CONFORMANCE WITH APPLICABLE STANDARDS, CODES AND REGULATIONS, AND CONDITIONED UPON GRANT OF RIGHT OF ENTRY BY THE PROPERTY OWNER.

13. ALL EXISTING DRAINAGE STRUCTURES WITHIN THE RIGHT-OF-WAY MUST REMAIN UNLESS SHOWN ON THE PLANS AS TO BE

REMOVED.

14. PROPOSED PIPE MUST BE REINFORCED CONCRETE PIPE (RCP) CLASS Ill UNLESS OTHERWISE NOTED ON THE PLANS.

15. SPECIAL ATTENTION IS DIRECTED TO THE FACT THAT PORTIONS OF SOME DRAINAGE STRUCTURES EXTEND INTO THE STABILIZED PORTION OF THE ROAD BED AND EXTREME CAUTION WILL BE NECESSARY IN STABILIZATION OPERATIONS AT

THOSE LOCATIONS.

16. ALL CONCRETE COLLARS AND CONCRETE JACKETS MUST BE CURED AND INSPECTED TO BE FREE OF CRACKING PRIOR TO

BACKFILLING.

18. ANY DAMAGE TO STATE, COUNTY, OR LOCAL ROADS CAUSED BY HAULING OR EXCAVATION EQUIPMENT MUST BE REPAIRED TO THE SATISFACTION OF THE COUNTY'S ENGINEER AT THE CONTRACTOR'S EXPENSE.

19. ANY U.5.C. & G.S. MONUMENT WITHIN LIMITS OF CONSTRUCT/ON IS TO BE PROTECTED. IF IN DANGER OF DAMAGE, PROJECT ENGINEER SHOULD NOTIFY ;

DIRECTOR, NATIONAL GEODETIC SURVEY

1315 EAST-WEST HIGHWAY

SILVER SPRING, MARYLAND 20910-3282

PHONE: (301) 713-3242

20. ALL STATION AND OFFSET REFERENCES ARE TO BASELINE OF SURVEY, UNLESS OTHERWISE NOTED.

21. BEARINGS AND COORDINATES ARE REFERENCED TO THE FLORIDA STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE, NORTH AMERICAN DATUM OF 1983, 2011 ADJUSTMENT. ALL ELEVATIONS ARE REFERENCED TO N.A.V.D . 1988.

22. ANY SIGN, PAVEMENT MARKINGS OR RPM'S THAT ARE DAMAGED DURING CONSTRUCT/ON SHALL BE REPLACED, RESTR/PED OR REINSTALLED AS PART OF THIS PROJECT. IF ANY SIGNS OR POSTS ARE DAMAGED, PLEASE REFER TO BCLD EXHIBIT 26 FOR THE REPLACEMENT REQUIREMENTS. THIS IS ALSO TO INCLUDE ANY PAVEMENT MARKINGS

OR RPM'S THAT ARE DAMAGED 100 FT EITHER SIDE OF THE PROJECT LIMITS.

23. SHORING SHALL BE REQUIRED FOR EXCAVATIONS WITHIN 8 FEET FROM THE EDGE OF PAVEMENT OR 3 FEET FROM

THE EDGE OF SIDEWALK.

24. THE CONTRACTOR SHALL UTILIZE DITCHES, PIPES, AND/OR PUMPS AS NECESSARY TO MAINTAIN THE EXISTING DRAINAGE DURING ALL PHASES OF CONSTRUCTION. EXISTING DRAINAGE SHALL NOT BE BLOCKED OR ADVERSELY

AFFECTED DURING CONSTRUCTION.

25. THE CONTRACTOR SHALL FIELD VERIFY THAT THE SHOULDER BASE /5 FULL DEPTH. IF NOT, THE EX/STING SHOULDER BASE AND PAVEMENT SHALL BE REMOVED AND REPLACED AT THE PAVEMENT CONNECTION TO MATCH THE

EXISTING ROADWAY.

26. SIDEWALK SHALL BE REMOVED AND REPLACED TO THE NEAREST JOINT.

27. BREVARD COUNTY NATURAL RESOURCES MANAGEMENT DEPARTMENT WILL BE RESPONSIBLE FOR MAINTENANCE AND

FUTURE UTILITY LOCATES OF THE HOPE PIPE.

CONSTRUCTION PHASING:

SITE IMPROVEMENTS SHOWN INCLUDE PHASE I AND PHASE 2 ELEMENTS PHASE 1 rs LIMITED AS NOTED ON THE PLANS POND. BERMS, STORM SEWER SYSTEM REMOVAL OR CONSTRUCT/ON AND ASSOCIATED ELEMENTS ARE PART OF PHASE 2. PHASE 1 SHALL INCLUDE DRIVEWAY CONSTRUCT/ON TO THE L/f~ITS SHOWN ON THE PLANS, TEMPORARY TRAFFIC CONTROL, SIGNING AND PAVEMENT MARKINGS, SIDEWALK REMOVAL AND CONSTRUCT/ON, INSTAILATION OF THE 18" HOPE PIPE, STRUCTURE 5-10, AND ASSOCIATED ELEMENTS OF INCLUDED JTEMS ALL WORK DEPICTED

FROM UNDER BANANA RIVER DRIVE EAST SHALL BE COMPLETED IN PHASE J

DENOTES PHASE 2 CONSTRUCTION AREAS

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17. TREE TRIMMING MAY BE REQUIRED TO PROVIDE VERTICAL OR HORIZONTAL CLEARANCES OR ADEQUATE SIGHT DISTANCE AS DIRECTED BY THE COUNTY'S ENGINEER. ALL EXPENSES INCURRED FOR THIS WORK WILL BE INCLUDED IN THE BID PRICE FOR CLEARING AND GRUBBING. FOR PERMITTING - NOT FOR CONSTRUCTION SCALE: N.T .s . ~ l---------------------~~----------------,----------------,---------------------.--------------------------,-------,-----1,_ I- I-_/!.!:~-""''.!!."'.s. __ -.--I ____ __ __ __ __ __ __ __ -:_!,_~~ ~:i!. ,.,,'.!,. """~.i'.!:.s,:a:.!.. -;-;:!.!:. ~'!! -_ -_ -_ -_ -_ -_ .c...- R~E=V l~S=IO]N~S[[=+=========£I~~[~:l:2![==== = ===~ WSP USA Inc. BREVARD COUNTY NATURAL NANDllV ADA S TORMWATER RE TROFJlT

DATE DESCRIPTION DAIE DESCRIPTION 5015 S. FLORIDA AVENUE, SUITE 301 ~f ":, . RESOURCES MANAGEMENT

LAKELAND, FL 33813 I DEPARTMENT

REGISTRY NO. CA- 5392 d 2725 JUDGE FRAN JAMJ[ESON EO.R TIMOTHY J KELLY r , ~ r.r evar WAYBU.llLDJ'NGA, ROOM 219 E O,R No. 44721 ~ VIERA, FLORJIDA 529,(0

C/P NO. SHT. NO.

GENERAL NOTES <lJ xxxxxxxx 6

C.\C1v1I 3D Hamt: 2010 Projccts\600731. 1 Brevard Cou,ur Nand,rada Srarm.-valCJ' Trcdltncnt\dwg\600131 J GN~RD.dtt1g

BREVARD COUNTY PUBLIC WORKS ENGINEERING STANDARD DEVELOPMENT NOTES

GENERAL

All C()NSTnUCTft)N Sltht.l CONFORM TO rnor OESIG,.. STANOAflOS (l/1 TE Sf ([)fl'lot,/J fOOT STA"IOARO f.PEC1F'(.\TJ(WS FOR nOAO 4, UUIOG[ CONSTRUCJION ll.All:SI E.UlllONI URLVAJ~O(;OUNTY UlllllYSUWIC(S cn11u11, f'.011 WAT(f-i MUSMl11Mtv stWtU SY51lMS

AND OREVAAD C:OlJNTV CO()£ Of= ORUINAiNCl::S

• 1$...',U.-.NCE OF CERTIFICATE Of COMPI ETION UPON (',t1f-JPLFT10N OF CON$Tf"IUCTION Cf THf Pf10.JfCT I\NTJ PRIOR TD 5CHEDllllNG OF THF FINAi lNS-Pf-GJION THF. Al,fll lCM.JT OR fHF.tH AUIHO~llr:I) f-ffJ'Hf5FNl AllVF. SHALL PnOVIDE fHE f,=Q{ I OWING [J(JCUMf-N rAI ION TO mffVARn COUNT'i PllRUC WORKS lNGINHRIN(i

:t A ('.fATlr:IC::Aff. OF COW'lFflON nr=ouf.'ST roR I lt(Al INSPF.C TION, ()HM 1111: rnRM 1..1 '. JST l1F n:,rn /j, PJ-\OfE.SStOU.&1 f.NC1!NfFA I lf:fNSfD IN Tiff STATf OF Fl r:lAlfl~ WJlH THf.lA SF Al AFFIXFO THE FORM Cf~TIFtfS THAT lHF. IMrR(lVfMfNTS HA.V(: Ol::EN CONSlUUCTEO IN C(:,Nf:QAMANCE WIili !II[ Art1rmvlO CONSIHUCIION PLANS ANO SPEc11:1cATIONS iJ A COMPL( J( S( I or TESl lNu ~l'QR:15 t rn4 ALL T(Sl S pn~ro~M(O \JN TIIE PHOJf:Cl WI llflti 111[ COIJN IY AIGHJ O WAY

1\1,jnOO Fon J\J,.l S\JBDiVlSION CON5T~UCflON AEC.MDLES..1i OF PU8LIC OR PJ11\'A"iE c: THm;T sns Qr AS UUIL T [)llAW1NGS t.11:f:llNG n--n nr:au1rn IJHITS or S[C r1aN r,1017 f AC- ANO :ilGN[D Mm SfAL r:u IIV A

S',lRYl VOH I Ict: N~I ll IN IHE STA rf Of n f)UIOA "' A MINIMUM Ml IL.~ (II 1111 CHAWINGS f-.11.l.'il INC':J ur,r HOAO'PAW;M(Nl H~VAltONS Ar)A(,M'AV CAOSS SLOPES ~•JWEM(IH Wf01H PAV[Mf.Nl Sf.><:.11 HfVAHONS

NEC[S.5AHY 10 COtlfJHl,I 510flMWAlE n nnA1NA.Gf; f'AlTf, RNS Al INTlMS(CIK)NS ANO SiUf:WALKS cu~m SL{)l'l:S

11 Sl()f0,,1'NA an PIPf SIU~ ANn I,~VHll M F-VAI IOl\lli t OCA 1 ION OF rnr~Al I Sl RLIC1 uI•r•1fi1 INIIH AS m111 r Hf \i.ATION~

J-()R ,'\LL C()NIROL srnvcTUflt & SIUI.AMEJl H[VATl<ms SIIOWN (.)N fl f: APl,f((>\IH• l'lANS 101' 01 01\NK GllAOE snEAK6 BOrtOM Elf.\lAllONS f(),11 Al L SIOflMWA llll PONOSOn 1.u: t-1MAMEAfi

~1 ANY 0Tllf::R AOOll lONAL AS DUil T DATA rHAT IS APP1.JCMI,E 1(1 HH:. F'HO..JEC1 TO H4SUBE C(JMPLHKJN IN

ACt" .. ( l r:ll)ti,VCE WITII fll( APIOOVf.(J f;ONSTWJCTION Pl ANS cJ 11IPf lt~SPlCTIONVIOl-Ol'UlfOOTUUJtJlll(f.U·NTS \I1-Al'PtlCNUt fl[lfNOll 40! Df-1.AINA.Gl-:NOl(Sl o IF I, MUNIClflALIIV lS M:Ct:P7lNO" PUl!llC WA.1t:" ANO OR SE:Wf.A .SYSl(·M ll1f.JU: MUST Of DOCIIMFNTArKm IN(),!( ATING

MUNH:l~Al ACCfPIAUCl: Of THECON~HH)CIIC'INm- HIE WATER M4f)OH SE.WEJl SYSH.M

I r"LltlllC WOltKS ENGINE[RINU Will NOT SIGN orr ON A TEMPO~-VlnY crHrn :CAH OF OCCUPANCY tTCOl l·ROM Tl-I( ORE\'MlO

0)!.INTV OllU f'IIH(i 0M 1AAT-.tf NI liNTI, HU.: A.~ HIIII r mlAWtN(I~ .Ati4rt0TI lH\ l"")[:llMfNfAltON l lS"f f0 /oft{)Vf 11.AVF tl(fN

5Ll8Mll Tf.0 ,'1,NO H.F."IFWf.U lW PLJBUC. \Y0At";S E-NGINEEFllNC.

u f>AOJEClS CONNlCfElJ TO H1E UHEVAA(l COUNf'v Wl\HR SANITARY S(:.WfJ~ ANO Oil m :CLAIMl:D WATtn S.'fST£:MS MUST

001 I\IN rlN/\L .AP1 100'JAl roR Ttif. PHO.JF.CT (IIR[Cll y rnOM 8/l(VAH[) COUNl"( Ul ILll)' !;EnvIccs ASOOrt ""[0 IN It![ ant:\'MIO COlJN)'Y cn1tc:.m.A FOH WAll:fl A.NU SANlrAFIV SEWEI-\J\<11'..: SYSTEMS

) UPl)N AP~►m.>VAI Of rl~.AL INSPl:CltON AN f;NOINHH S (:f:Hlll lHl C:OST f~lI1.AATI;: Wll,LEiE Fll:OUlllfU .ALONG WllHA ~ Yl;AR

MAIN! l:.NI\NCl:. [3(.)NLJ I un ALL O.IJ-imYl·Ml,Nrs WtlttlN 11~l: GOUNl Y ~Kit II ()f- WAY AS IUUL/tHLO UY l:llAPllH ar. Of· 1 ► ll OH .. VAHll t:OUNf'Y coor: or UlllllNANC.f S 111( MAIP~ll HANC( OOf,.•U f;BAU nr ;,!',~ UI Tl I( l H(llN rn S Cl ll IU l[IH.:Ot~T (SlllJIAlr

• TIii: CONTfl4Cron IS Hl:SPONSIOt Eron ltll 011,J.IIIA('.€ t(J TIIE COlJN(Y tNf.HASJn l lClllAE OUOINO CONSTRl.)f:TI~ THIS INClllOl:S lllll IS NOi I \Mlll:11 TLl TIR SlilU(.: 1un~1 INllUHllY t.H· htl t4tJA{IWI\Y A~•lil\ll UA!,L ANl) t;IAl.m 1/(IJ Sufi OA.Sl Sll>l WALK~.

~; l()IOmAILH l>flAINAOL !>V51 lM Dr1AINAG[ 511nJCllHll.S t.:Ulll\S GIIOUNU GUVLn WAllli S'fll ILMS !i.ANIIAJIV SLWLll SV~llM6 "Nn m-r.l ~IF.Arn WAtrR ~v . .:.11:1,,1c;, ,\I I nrPAlf-'l", SHI\I I Rf. r~~IJ. ~ lfll /f'J A.t.<:nRnANCF WllH rnor AND tmt:-VARn COLJN1Y SIANOAA1.l~ All Hf·l'Alf1S SHALL i\E Cf)Upt [·HO PBl()R 10 Hlf· f INAl INS.J-J( Cl ION CW lllf f'H()J(;CT 5I0t:WAI K PAl(;llli-.x1,Wll l NOT Bl ACC.rPtAIJI E

~ A VISlJAI (}n MECIIANIC:Al INT(nll.)fl IN~P[CllON ()f f)(ISllNG CIJL vrnrs WU l or Hl·.OUlll[O PlllOrl TO 1 Ii[ flNAI INSP(CTION

, All OISTIIRAFOAflFA-'i,Wlfl-ilNTHFCOt~lVAIC,I11 C'lFW/1.YS~All nrsonorn Sf=fl'li\ .... 1LIICIIISNOTAC\.n 1 lAOIF SOr>SH/\I1 I.IIAl CH [XI STING soo fYPE rwuA sou SHAU 8( USEO IN /\fltAS AOJA.C(Nl TO VACANr PHOPEJ\lY OISTUUU(O Arl(AS OUTSIO[ TH[

CONSTnUCTKlN 11Mll6Wlll fl[ SfJOOCOAT Tl-IE. \'.'ONTHAClOR'S Cl<PfNS[ fHE CONln.ACTOR SltA! I 0(: nr•~PONSl9\ f H)A Tt-• t PAoff:CT!()N Of /\ii SURVf YMONI \!Af NiA1 l::>tf fl.NV SllR'J[V MONtJfJr:NIAll()N 01Si1Hl0ED OA DE-SHtOYf.0 (XJUING CONSTRUCTION S•tAU !\f nf PlAC-fD IIY f., (.\ OHIO/\ UCfNSfD SlJRl/i-'.YOfi rmon TO ISSLU\NCf: or f., C[Fl r1FICA1[ or COUftLC:1 ION r on lt~r: PAOJ[CI t HF.GARD( 1:55 Of PHI\IATF 011 f>ufll I(: DF.DICAl l(",N ri11:Rt SltA! I RE NO ltTll llY r:<JNN[CHONS nn MUl.:A l.1C'))(£S WITH~ Pfl;)POSEO Ofl tXISTINO SIDLWA.lKSOH OIHVEW,,_Y Arl[AS

Ci AL I t)1ll[CTIONN. OOIIE:~ SUAl l CH: IN ACCOJ-.lOANl'::( WIili fDOI STANDA.110 t:iPf:<.:U ICAfl\)~ fOFl IKlJ\f) ANO HA100l; Got~S THl,.k.: H()N

S(t:TION !>S~ 01nEC rtONAl oon1:s ANLl TH[ fl)OT ll ru Jll[t, Act...:01,0,MJUA IK>N IAANUN

·o All OIRfC.llOH"l 80'1f:S MUSI EJCtfN>A MINIMUM l)f flfitlJ,i,J I H.T PA~T 111[ l:OOEot PAVf:MtNT OF- ANY HOAOWAVOHCOfAMf.HCIAl O~iVEWA'i FOR Rl;SIDl:Nllo\L DRIVE:WAY5 fiNOSIDl:WAlKS lHi:. BORE: MIJS1 !:XTEND fl-fU:'E 131 ,..[ET PAST HIE EOOE ON t:lll ◄E11 Sill~

!I TIIF CONTRACTOR SIIAI l CONTROl OUSl GtNFRArc.:oov 1HISPAOJ[Cl AT All 1IM[$. SHAU flAOVIDE SlFICET SWHPING AS

11EOVlr-iED ANU l"'llf-Vl.:Nf SEDIMENT FROM tNrlAINO IN10 TIU:. (XIS TINO DMAINAOf: SYSl EM Al All T1Ml2S

12 111(;- CONrnACTOR SMAH NOT 1:.XCH·D NOISE LE.VHS AS SPE.CIFlf:0 IN fU-if;VARO COUNTY CODE OF OrtUINANCf.S SfCTION u2.:121 I

13 .\ll srn1P1NG .ANO PA.V[M[Nf UA!i,s;INGS IN Hf( COUNTY HK",111 Of 'NAY SHA.l L 0( Tll[flUOPL.ftSTK. ANO SHALL NOT 8[ APPllU) LJN1U A MINIMUM.Qr 300AYS ,\I 1(1\ Ill( Pl..ACtlJl[tn or 1111: flNAL ASPf(Al r suru ACt IN fll[ 1'1T(lill.l STHIPIN<l SHA.LL U[ PAINT ANOANV

HEOllUlEO R~>l,,tS INS JAi.LEO PHI f'Hf Pi .. M-,s 00 HOl STRtPE A.f.flOSS MANHOl I: I l(}S Ofl OO"INAOf: G~Aff.S

:4 1-41:1 nc IIYE: flAVE:.Mt:.N I MA.HKINGS ffU't.f Si SHAl L lif:: INSlALlfD IN Afl L CX:ATIONS /lS FlOU1Hf:D UY f-'\)(JJ !)£SIGN SlANOAHD I t.llll;SI

C.OITIONJ

1S ANY Pl>.VE~ENT MAAk'.INGS ANO APMS THAT AAf, DESTROYED, D.M,tAOEO OR DIMINHalE t"' B't' CONSTnUCTION J\CTIVITIF.S Fl).Jl UP TO S(,(I r1::t: I IN ll I Hf:H DrHf:C I K.JN tU'. VOND 1 Ht: UP.Ill Sul CON'..,, rnucrn.m St-lALL Ut ~l::~ACCU Of-I l·IH·lJABl~Ht. D d,Y THI:.: CONlf{AC 1vn

10 THE. CONlRACfOA SHALL OE nt:.5POH610L( fOFt THE MAINTENANCl Of hi( COUNTY HKlllT or WAY ron TIIE OURAlK)N DI

CONST(lVCllOU Al A UINIMUM THE CONTRA~Ton SHALi. UOWlHE RIGliT-OF•WAY ON AA "5 NfEDE(l l\A!ilS ANO IAA.INIMU THE

ORAINAl)f CON\lf:VANCP SYSlfM AOOlltONAL UA.INff:N.ANCf MAY Bf Rf-QtJIRfOON A c,,sE JlY CA~f 8A.SI$

TRAFFIC CONTROL

MOT Pt.AN AEVl[W A PAOJfCT SPECIFIC MAIITTENANCE OJ: TAArFIC iMOTJ Pt AN OR ROADWAY CLOSURE MOT,OrTOUR PLAN MUST8f SLJiu.,-iTiED 1ci 8-A1:vAno COU.NTY HlArHc OPEAAl IC1Ns p21.o.13 20n1 FOR APPROVAL AMtNIMW or TWO 121 WEEKS Pf'\fOA 10 stAHr 0~ CONSTR\JCTK>N THE MOT Pt.AN 5HA! L BE IN ACCOAOANCE WITH MANUAL ON lJNtr:OA\t TR.AfflC CONTROL OEVICl::S lMUTClJ) ANO

FOOi SIAUClAF◄ OINlJl:).VJO SUlil:S,I LAlESI l::OIHl~S) POHTAULI'.: CIW«.iUJ.RE Ml-:5SAlil: SlliNS (Jl'CMSOH V~S)MA't Ht: t-U.OU11=u: o 10 surr•1 0-IENT 01( STANOAnO l.tOT S\Of-4,\&.";(

~ 8P-'O_CL~A~S fHE CONTRACTOR SHAU. NOtlFY 8REVAflD COUNlY 1 RAHIC OPEf~ATl:JNS (321 6JJ.2or,•1 A MINIMUM Of IWO (21 WEEKS IN ADVANCE~ n11:. PROPOSED START DATE OF- GONSfRUCTION w1rH1t11 THE RIGHT·Of WA.Y FOR l:ACH PHASE Of" CONSTRUCTION IF APPLICABLE CONSTRUC1 ION SHALL ~OT BE:GIN UNTIL THE: MOT PLAN IS APPROVED ANO NOTIF-ICA noNs HAIJE BE.E.N SfNT TDAFFECTF.O AGENCIES CERTAIN LOCATIONS MAY REOUIAf WOAK IN THE RIGHT-OF-WAY TO Bf PERFOAUfO AT NtGHT ON!.. Y

:J LANI: CLOSUl~ES fHE COttlt-\ACl Ofl SliAll NOll~Y tJl-lE\1/\IIO COUhTY TllAff IG Uf'ERArtiJNS rJ21 63J lO l /1 A MINIMU 1J 01 ONI:. l , I WE:Er lN .\OVANC[ Of flit Pltorosto STAAT OAT( 01 CONSHiUC:110N WltlllN Tit( HIGIH or w,-.v CONSTl1UCTION SIIAU. "'IOJ D[GIN UNTJl fllf: MOT PIAN IS APPl10•1~0 ANII NOllHr:AltONS 1-iAVE Hl:fN ~f.Nl lOAFFfC Jf:.D A'9fNCl[S NO t ,\NI· f ;I OSVHES WI L:. HI- f't Ht,.11 l[f) IJUAING PE"K HOUR TRAFflC VOLUMr:s.

ti At L Tr\Afr!C C(Jf-Hno1 D['/ICff:, $I lAll uu:r 111[ ll(OUIO(M(NTS or THF -.11nco r()n s111rns ANO ► UGIMIA'l'S r-oor Sl ANO.AflOS.

!LATEST [[111t0NSJ AND B=l[VAno COUNTY LAND [1[VHOPM[NT [)(HIOIT '2U

DRAINAGE- ROADWAYS

J ALL DfMltMGE- SVSlE:MC(.iNSIRUCTION SHAU CONHiAM ro F()01 STANDARD SPECIFICI\TIONS A.No FOOi DESIGN SlA.NDAHDSl IAfESI

F.O;HONSI

2 ALL AETIClfLINE STEEL o=lf~T(9 SIIAll OE IIOT DIPPED GALVANllED AND IV\YE 11, 1AAfFIC B[A.AING Ii Wl..OAO ru.nNa i Al I Gil/I IFS UTILIZ(O WIT-ilN mt couNrv lllGIIT or WAY SHAU Of 1 RAr-r=Ic ij[-AJIING H ?J lOA,\.llNG

'1 All SlOAMWATEA PIPINOW[ll4IN lltl: UOAll AjGlfT or WAY HEGAAlJL!;S.S 0, fJUHLIC on PRIVATE.: Orf SfOAMWA.ll: 11 Pl~lJNG 1UAT c~v,:Ys SfOAl-.fWAHR llNt) (;H HH: ROAOWAY l:IElWEfN STORMWltl [R 1All\l&Jlt.N1 PONDS 51-tAI l Ut INSPE.C tr:.n 111:A sr:GI IC,NS

.oo .l 8 4'.IO -4@ 1 AflO <I.X ~ i:J? or HIE root STAN()A.A[I f,ll(ClflCATIONS f.'QR not-OANO l_trllDGI; CONS lnUCTION ( L.\\fST f.Oll ,r;JN1 A

L.:0..-VfJI TH[ l'IPE VIUl.:O ,tiA.IL Ul:: l'HOVIOl:O 10 111t.: (.;U(JNI'( ASPAtH tJ,- llif: S\JUMII IAI (J,- llll- Cl· ttllHt.:A110NOt L.:tJMl'Ll JIOH nr:oursr ron rtNAI INSf'fCllON lll[ COUJHV SIII\LI nF. NOllFlr:O ON[ W[f;.,Cf'r11l>fl TO HIF. ST Am or lUf f\11'( v,111:01NSPl:CTION Pl'.f()Cf.[,S

\ All tJPf::N CUTS 5HAI L CCUFOHM TO I .WL1 [1EVE:lOPMl:f-H l XHl[IIT •1!1 FOH All OPl-N CIITS 1HI: F-1 OWAAI f:: Fill AND rEMPOHAHY

ASl-'H,ALI SHALL BE: INSl/'\tLt:.I) WIii UN rwo i~'' o~vs Of- THE:: f.XGAVA.1 IO'i lUNLFSS ()1HHIWISI: APl1 ROVH) IN WHITII\O UY BflE:VMlO CQUNlY PU~LIG WOH1'!;5 l: M0INf:i-=HING) Pl:HMI\NkNT ASF'tlAL J INCi UDING 1.1II l I'11..i ANlJ Hl:SUHJ·ACING iJ- NtE:DE.n ~•t"I I ttf:

COMPI [; rEO WITl1IN THlrl lY PO) OA'l'S OF.- fXCAVA IION n-n: CONTIMC1011 SIIML J:lf.MOVI lttE SHiJULDETt l,.)f T ►\( HOALJWAV 10 A P(JtN1 Wt-lE.U: 11 It 01\S[; MATHUAL or lll ~ E)USllN<i

TlOAfJWAY Mfl lS Tit!: MINIMUM 1UICkN[SS O' 1H[: PH(Jfl()S[ 0 flO-'OWAY COMMl:I\CLAI Df\N[WAY CA'JNNfCTION

CONCRETE PAVING AND SIDEWALK

I ,., 1 onivrWA'V!J SHAU m : CON~TnUClf D f''HI rr.,cn INDr. X !:.1~ AND <Jn ont:VAnO COUNTY 5T"NDMlD [XIIICUTfo UNI D1[', onirnWl!-"if, Nflll'O

? Al I com:ru: rt !-:iHAll Ml .I I f 001 111.:!-iKiN t.llX A.Ntl ~ .. , t.:1• ICt\l H.JNS l urnNn MT: IH(ll) 311Al t U[ IN Al'.t:l)H/l,\Ntl WllH I Ill.. r 001 SPf(;lf IC: All{)t-,S I on U0.00 AND nn,cx~r C:ONSJOIICIK)N ! l A 11:St [OltlON)

1 Al J ~IOf WAI ll..,; WITHIN it{' COUP-flY l~l(UH or WAV nn Wlflllt-, A l'IJllllf: Sll)fWAI KI A.-.::.r MfNT mw l nr C:ONSTlllJ(trO or(; INClt l ► I\CI< :,ooo f'51 GONCf!( r f Wilt! 110(11 Ml:SI~ nuNrOl'~C[:Mt:.NT CONCl!Efl SIO(WAI l(S I0H PEDWAY6J ANO (~ONCl\l~Tl: 0111Vf.WA.Y .M>tmNs SIIAI l Ot CONSf~llCl[; (l OVI:.~ 50IlS COMPliC ll:.D ro ~ ()t:NS11Y OJ: MS1110 r 1!30 .91I0ULD t: x1stI~0 GOILS 11[ f-OLINI)

UNSlllrAOLt:' FOR C()t,,!PACTION. Atl011 IONAl COMJ>Al IHI f MAl[Rl,A,I, 5 SHALL ft( Ol~OUGHT ro I HE SHI.: f(Jfl U~t- AS ~UElGAN.ll::

All ~Jlf,£A,TE UFH!OO!i OF C0'-41'ACrtON MAY flf HF.QUIRf'O TO AV(JI[) IJAMAOC 10 SUFIAOUNOJNG PftOfllRlffR

,1 CONSIHIJc r SIO[:WA.1.K J(iNTS l'lJHSUANl lOHXH ;Nt)t;k )HJJLATFST HllnONI f:XPA.NSK)N JOINTS SliAll 8l; f\l[A'(!i,,O HH IINO IJl.:IWl:l:N Nl-.W ANIJOll)-'.;:JN<;Hl;ll:

!. IWO UV fOUll fORM 001\1109 SUA!...L NOi IJE llSlO I on SIOEW,\LK•llfllV(WAV C.:ONS111UC110N ronM llOAl109 ~tlA.l L W\ICII l'JlOPOS({l C:!..)NCHl:IE llllCKNl ss SUP f(lfU,fS SIIALl NOl CK U~(:() FOR SID[WAJ. I( CONSlRIJCtlON f\XllJ raHMWOfU< S ► IAU Uf ll[OUIRl:O l'l;R I t,Of INUI ~ Jl.'V

(l THF CONTRl\r. fOA ~HAI I. PRlWl(IF. I\ 3 i:cxn CUHH TRANSITION Ar Al L CUR8 H:AMINA I IO~~s

1 ALL f,l(llWALK M,IIJ /\CCL~S flAMll C(~SfllUC1 ION SI 1/\ll COMfll'( WlTli lli( [Jl:t'AlllfA(Nt Of JUSflC[ :/010 AD~ STAIH)AHOS fon ACC(;!.-,SIU[J; llU:ikJr-J I Ll(_II L) l.; $tGN tilANUAlms ILAll;~l l:lll[l(JN1 ANU UHL\tAHiJCOUN!V lll:VH(WMlNT lll(JUl~lH1ol:NJS

ASPHALT PAVING AND TESTING

Tl lf. rOI l (JWINO Tf:S flNO IH:Olllll': M( Nl S APfll V 10

• ALL ~•UB{ IC ANO 1>nIv~,c FoUltlliVISION Pfl0Jf.(;T$ PF.IUAIJfU) 111rl()U()H om: VAflO (;OlJNFY rl ANNINO ANll 01:.V[tOl'M(Nf:

u Al I 8Hl: PLAN PllOJE:!HI Pt:.nl.4I f IEO T111Wl.K"JH ont:vAAO COUNTY PLANNING ANO Of:VE:1 OF'Mf-NT Rl; OlJtnlNO 'NOAK IN lltl.;

GOUNl '\'' room (Jf• Wi<.Y :

c All PHOJECT f} f'EIW II 11.() Tl 1noumt l11{[VAI\D CO\JN1 Y f'lJULIC WORK~ ron WQlb( WITHIN I HE (;OUNl lf IHOI If :,r W/\V

SECTIONS WlfHIN THE f001 S l,\NUARO SPEGlflCAtlONS ll~IONG 1ES11NG Rf:.OUlftEMENfS BASED~ I.OT Sllf. sue LOI SI/E lONNAGt

MINIMUM THIC.KNl:SS, on srrn~ ,n nAlf, Wil t NOT APF"l V 10 1111: POOJECTS LISTfO Al}()Vf;. AT~ MINIMUM ON[ Sr:T or: lESTS WH l nE

HEOUllil:.l) FOH .'ILL PAVING PHOJ€C1 S LltHGEH THAN 50 TONS IOTAL I\ND ADDI I K.>NAI Tl.SI ING MAY m.. Hf:t)UIAl:I) ON A cl.,_q,f- UV CASE

EVAI..Ui'ITION Of THE. PROJECT rESTING rlEOUIREMENTS Al TliE ASf"HAL T f"li_ANf WILL NOT APPt V

FORS-TYPE ASPHALT AS SPECIFIED IN THE 2000-2004 FOOT STANDARD SPECIFICATION

' lflE CON lf\ACTOA SIIALL l'I\OVIO[A DESIGN MIX SIONW ANO St:ALED BV A PAOr(SSIONAL ENGIN[(R LICENSl:O IN T•I[ s TAl[ or

1 LOAIDA ANO At>f'JlOVED c,y ltt( l.:NGINltR or nccom.> ron lliE PROJ[CT TO PUOUC wont<s [NGINC.CnlNG f rvt llll51N[SS DAY!, 1•111011 TO PAVl'-6G IHE- MIX 01:Sl(iN SIi.Al I MH:l f-OOI MINIMUM HEOlllAE::Ml:NfS AS OUTI \Nl:O IN SEC I ION 311 ·'4 (:'000) Ol-!Sl :'.N MU(f--S HY f(Jor C.:l:Hlll-lf.U MIX OfSl{.iNl:.Rt, Wilt NOT fn : t\{;t:[f•rr:o

") llll' CC)Nr~r:1on GIIAl.l 1'1110\111)( [X1flAC110N(HlAJJAtlON l[Sl'S IN ACCO"UANC-t WITII Sl:CTION J..11 .C ◄ "J (2()00)

3 lHI; CONTRACTOR SltAU PROVIDE WU1SHALL STABIUTV TESTING IN ACCORDANCE WITH SECTK)N 331·5 5 1 {20001

<I P~Vl:::Ml:NI SUB~ACL SH,•J.L Ml:.~ I ALL HfOUIHl:.JJ.EI\IIS SPl::CII u: u IN SH .. :JION 330 13 1~0001

.5 THE CONTRACTOR SllALL Pf\OVl(I(- SURFACE TOl.frlA.NCf: TESTING FOO flOAOWAVS WITli DESIGH SPEl:OS Of:)~ Mfll l on (HU:ATC':FI JN ACCOROANCE:. WI fli SECTl)N 330 13 3 /20001

6 f)UA.lllV CONlRot.. CORE 11on1NOS SHALL BE OBTAINfO Fl.')fl T\ilCKNESS PEA Sf.CHON 3Jt'J.2 2 ROA.[2~Y (20041 AND rENSlrv PER Sf.CTiON 3J0..1t TA8I f 33~·~ ('XlOOI

7 ASPHA.l. i TE.S1 RE.SUL 1S t-OF\ ~ACH CCR[ TAAE.N ARE HEVI£WE.0 ON A.N INOIVJDUAl BASIS f.OA 1 HICKNESS ltiNO Of:NEfrV lHICkNE:SS ANO UE.NSITY AVlRA.GES \VILL NOl BE ACCl.PrED NO UNOE.H rGL[fW,tCE FOA rtll:. IHIGKNES-S OF EACH ASIJJ--tAll Cc+t~ WILL BE

ALLOWED

FOR SUPERPA\IE (SP) ASPHALT AS SPECIFIED IN THE 2010 FOOT STANDARD SPECIFICATION :

1 TH.E C(>NTrtACTOll SIIAll PROVjf)f. Ml FOOT APPOOVEr1 OESl'-'N M!X. /\fl PROVED BY THE ENOINEE~ Of RfCORO FOil lHE PACUECT lO PUULIC WOHKS lNGINl:.llllNG I IV!.: UtJSINLSS Dl\'VS ~~t;IJU 10 PI\VlNG IH[ MIX lJLSK..N S•t"1l t.tli l 1 ~DOI MINIMUM Hl;UUIHLMlNTS ,tlS OUlUNl:l) IN Sl:.CIION JJ,1-2 ~ 33"1 3 [2{l10) Dl:.SIGN l.1IXES BY roo, C l:ATIFll: □ "'11)( Dl:SIGNl::AS lH/ll M-UC NOT rool A~PHOV[O Wll..l NOT

Uf: ACClPILU

) Hit: CONIHI\CTOn SI-IAI l Pf◄OVH)f. OR,\J.>AllOr-4 ,fi.NfJ Rl"l[lf.fi l~ONTf.lH TE-S r,Nn IN A.C\.OHDA.NCE WITH !':IECTlON :134•!1 f,)QHJJ HOWfl,'f:11 lHf SAMPi.E(S) MAY OF rAl<[N i\T lHE PROJFCT LOC.A l1CJN IN I IF.U {)I Al Tiff: ASflHAL l fll ANT AS SPFCIFIED lff~UI rs fAU~l ll[ PH0VIOU1 l(J TIU'.: C1Y.JN1Y Wllt1IN()Nt: WEC:.KAflUl TIii: COMl'LEIIONOI· PAVING

::, Ttll:. Cot-'1 rl/\CTOR SliALL PROVIDE UU/\1..IT',' GONTmJt... OENS11V ANO TIIICKNE:.SS HS TINO IN A.CCOnOJ\NCE: Wllrl SE(:lKJt-.15 3:l4 3 :t:w ◄ 3-~ 5 J\NO '.\.'l◄ 5? .l !'lOtO)

4: ASl'HA.l r lt:~I IN<..i Hl5UL lS ~ OH t.Al,.;t-1 !..:UHi: I AKl:N A.JU: fll::Vl l:W!:ll UN AN INUl'illJUAL UASIS ~OH IHIC.KNl:SS ANO 01:.NSII Y IHICKNl::SS AND r,r,,.if)l1V AV[TIAU[S A~; NOH[) IN l/10: [ )3,1 ~-,Kil[? or SCC110N J~l.4 S f?.<f1DI wI1 l 1mr rJ[ ACC[Pl[[I M.) Ur.OU~ IOI UlA.NC[ FOR IHF. 1Hlr:KNF~~ OF FAC:► I ASPIIAI l C:m1F WII J AF .\I I nYuFfl

!I PAVl:-M!.:Nl !)llHI l'\C{ ~It.All Ml ( I i\l.L HI UUIIH Mt.:NI~ SPf GIi I1:[J 1Nst:i...·,tI(JN :no 1i'(€0!01

I'.. 111( CONTnACTUn ~I I,Al l rnovIor OLW llY CON rn0t surir AC( 10tfn/o.Nc[ rrsrIN-G r on '10AOW-'IY!; Will t D[SION :,rnos Of J~ Yrl I on OlffAl~I~ IN JIC(:llRflMK;f Wllti :tlll 1;i j,'f),Oj

FOR FRICTION COURSE FC-5 AS SPECIFIED IN THE 1010 FOOT STANDARD SPECIFICATION :

1 111[ r;r)tvl flAC10fl St!Al I r1-1nvI0( PH<w1m. AN rocn /tf-'PllDVl; lJ l)f~K1N "41)( Af'f'lll)VHJ f\Y 110.: r:NGINE[~I Of IU:C:(lf!f) f(\ fl Tl IF

PAOJl:Cl TO PllRllL WORKS ENGINHHING FIVE HUSll"E.S.S DAYS F'IHOA TO PAVING llil Ml~ DESIGN SHAL I Mf:ET Fl(}l MINIMUM HEOUIIUJJ.f:N16 AS OLl1LINEO IN SECI\ON J:Ji ◄ (2010; iJlSH.)N MIXl:S UY FOOT t:Ef~TtFll:ll MUC (11:SIUNl:MS TJl,\f ~Rf: NOi f[)OJ /\PPROVl:.0 Will N01 Hf ACCH-'Jt:I)

2 rnt COP•Hr¼C10R WWL t'tK>VIOl unACJAl K>N /INO Ol'IUl:.fl CoNlt:NI 11:SI IN{j IN AiCCOHUANCr: WI IH tH:CllUN J3 f 5 6 J] .' jj ilOIO) 1 !IE SA~l1L[(S) J.\,6,'i' fll:. IAJ<[N AT 111(: PAOJCCT LOCA.lK)N N LJEIJ or A I lll( ASPIIAL l \Jl.ANl AS SP(CO lf:O n(SUl TS MtJSt lll llll{I\J\f.1[0

10 Tit[ r,ouNTY Wllt-llNONi: Wf:l-.KAJ! )f.U lHf. COtJI·\ fllON()I l'I\VINCt

J PAvtMf.NI SU~fACE SHAI l MH I ALL f~foi,InEM[NlS !if'f:CIFH:lJ IN Sf. (... f10N ))0 ,1 120101 t, 111( CONTrtAcTOA SltAl l P/l{)VIOI: OlJA.1.11 '1' C()NJllOL sunr:.11CE 10\ FR/tNC.t TES 111-K'l r o A r~()A{)WAYS WITH D[SIUN t;f1r:rr•s Of Jlj ~f'I I on GIH'. Alt-:1~ IN ACCOUDANCI Wllti sr:CTIO~ :)JO 12 i2,Im)

FOR SUPERPA\IE FRICTION COURSES FC·9.S I FC-12.5 AS SPECIFIED IN THE 2010 FOOT STANDARD SPECIFICATIONS:

I ltll C(Jf'iHlAC10HSIIAl L PHOVtOE. flN I ()Or l\l'P"'OVl: U DLSION Mil(, Afl~•IKNED l)'i' llil L·NlllNl:lR OI UU;Ottn H>H 111( llfiWlCT, 10

PlJBUC 1Nnnli:S LNClINf:UHNG FIVE: nusIN£~~ l)AYS Pf'.fl)I~ W PAVING 1HE MIX lll:SION ~11AI l MH 1 FOOf MINIMIIM 111.:0IJlllHU:NTS A..S OU IL INlO IN M:CTION JH ,I il\JIU, D( Sl(1N t.1(I1((,~ UY F[IOT Gl lilll ff l) MIX [ll!SIONfns ru" I AHi: NOi (001 Af't'fl1..l\fH) Will NOi l!( ACCf.fllf..0

? n1r CONlllA(;l(}A SIIAI I rnnv,nr nntinATK>N ANO TIPlfJI n r.nt11 Ir Nl rt Sl't\10 IN M :coAOAN\.~ WflH sn:1 ION :,;1/ !i A :1.11 f; !:Xl!O\ 110

SAMPU: {S \ MAY BL TAt-.l:N Ar IHE P14(M: CT LOCATION NI IEU or- A I ll ◄E ASPllAL J l'LANT AS $f"t:.Ct~ ll:.D fll;5t.JLI S ~~JSl £\E P~OVIOtO 10 fHI: CClJNfY WITIUN OM-: WHt,( /If tt:n nu: CO~f'\ (110N 01 PIii/iNG

J lltf f.ONlllACH)fl SHALL PROVIOF. 01.JN. ITV CONlA°' [lfNi;ny ANO THK:l<NI ~s Tl;$f/NG IN ACCOOO/\NCf WII H St:CHONS J,JT 1 l17 l X-174 :1)70 H78 J\Nf)'.13'1~73(?.010I

◄ ASP!ML T fESTING. Rf:SUI lS ,:on EA.Cl• cont: T Al<EN AJlF ncvIr;wE:D ON AN INOI\/IDUAI OA~IS roR llllCl<N[SS AND [)f:NSIT~ THICKN[SS

AND urt-.:srrv AVERAGtS AS NOTf.D IN f AULl:'. 334 b NC.)1[. ,:i or sr;cT ION :l-J4 !i (;l010i W1I L ~()i ACr.r-.P1 [0 NO llNOt:n iOI. Etll\NC[ fGA Tiff HltCl<N(Sg OF EACIIASJlf!Al f COHI: Will Ut; AU(Wr:D

G IHt; CON1RACTOH SIIAll PAOVIDF, (JU.\J. ITY CONIR°' .. SlffU ACE 10 1 £R.Af.tt~E IJ:SllNO Fl) A AO"OWAVS WITH Dl:SluN SPf.flJS Of l'> MP► I

OR oru:1i1F.n IN ACCOUOANCC Wlltt )')O ,, (2010)

CONCRETE BOX CULVERT NOTES

1 -'ll CON91 IH.}CllON St1Afl COMPl Y WIiii FOO\ (.l[Sllltl ST/\.NUA.rlUS (L..AlFST EOII IONI I UOI :-ilAND,.HD srr:c1rteAIIUN$ f()H tlOAO AtlU flHll){ll: C:ONStAUCl KIN (LA I (:SI f.lll I I0,"11), AND flllE;V,..flO COUNIV Sll\NDAl~CJS

~ PRtOR TO STA.RT Of CONSlHUCTION flif SITf CONTRK:'TOfl SIIAt l OE OFSPo.lSIOl[ ron POOVl(llNO SlRUClUAAt f:NOINHfllNCi

OW.WINGS tSIONEO A SEALED BY A l1AOffSSIONAi E~GIN[Efl I tCt:NSEO & fffOISfEAl:.D IN IHE STArE OF FLORIDA! fOA All CDM/l'ON[NfS o, IIU COf'.r;ru. ri: ()OK CULVl:HT9 INCIU()ING WINGWAlLS 10[ SlAD I. c u1orr WALi 5 A1'10 lltAl'JWAlL~ 11i[

DRAWINGS S► IALL INCLUO[ OUJ\NTlrll;S lA.OULATIONS ron (.',LASS 1\/ C,ONCflt1 l: (CUBIC YARUS) ANO AEINfDIICINl'.l SIECL JPOUNDS) THI: DESIGN Ml,..ISl BE UAS[O 0N FOOT'S lOAO & fl(SISTANCE fACTOn OESIGN (Lnro1 ,~nocrVtM SfPAf\Al [ IJnAWINOS ~l=tE rn;;QL)lll[O fOA All Wl~,OWAI IS lOf: Sl AR...t;, & CUlOff WAI IS, ANO I lfAOWAI I .S WHIC:t1 t.lLJST RFC.AST IN Pl A.CF Pf:A FOOT SPfC.IFICA HONS

J ALL 00k ClJI .. VtHT MAIH-ilAlS lHA.T AHf: 10 lR INSlN..l(:0 UNOHI ROADWAYS ANDOH ORl\lEWA'YS AFH-: TO BF. m L 1\11.:HHI 10 SIIE (ANO f'M,'S INlfl/lJ INAPl-CTK>NSt PAIOH fO SIAHl i)f· OE:MOI IIION UI= ~XISTING SVSHM

4 Cf.>NCf'lFTF 1rnF.CAST OR CAST IN Pl A(.f} HFOUlll[MfHTS C.I AS!; IV j !)~ ''Sil

'.! fUIN,.UAG1NG srEEL HEOIJIIH:Mf.NfS AS1M Mll!:i OOAJJF. ~ Ol~FD'-n,u.:oaAH UNLF.SSUlHEHWISI.:: NOrE:lJ WI IH A ~INIMUU.Ctt-AHANf;f OF J' fl11nE 1: INCHES), UNLESS OTl◄f:HWlS!.: S~iOWN E □UAI AREA SUASTl1U1 ION OF WEI DEO WlnE rwwn1 llElNFORCEMENr IS

P~HMITIED

6 nEFfn TO FL)QT INDEX t'tl2 FOR PAt:CAST CONCll[Tf, B)X CULVf~T SI AO & WAI. L 1HtCti<NES..<;ES flflNFOf~G[MF.NT MU: As. GfNERAL PK> rE:s jt:ill[l: r '2 Of· 14J AN() W(:LOt:O W!Al: fiE:1NroHCl:.l11lt:.NI a t:. MJIHG I)1..-..GHAMS (5HCl 1 14 Of l◄l

7 llffEn ronxn INDEX 209 FOR coiicnETE llOt ClJLVEOTDHMLS nHAl[D TO LRFO e REFF.F\ TO FOOT INDEX 291 FOR SUPPLEMf:NlAL OF.lAILS FOR PRl:CA...<;T COK.AF lE 80)( CUL\'HHS

9 Ir REOOlllEO UY PI\SS PUl.dPING A.NDOO PIPING SllALL OC APN\CWEO OY DflEVARD COUNTY PUBLIC WORKS PRIOR TO Tll[ SlAAT OF

CONSTRUCTION

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REVISIONS

DATE DESCRIPTION DATE DESCRIPTION

WSP USA Inc.

5015 5. FLORIDA AVENUE, 5UITE 301

LAKELAND, FL 33813

REGISTRY NO . CA-5392

E OR TIMOTHY J KELLY

E .O.R . No. 44721

~evard

BREVARD COUNTY NATURAL

RESOURCES MANAGEMENT

DEPARTMENT

2725 JUDGE FRAN JAMIESON

WAY BUJILD1lNG A, ROOM 219

VIERA, FLORIDA :.29,(0

1/2/2025 2:01 :42 PM

NANDIIVADA STORMWATER RETROFJIT CIP NO. SHT. NO.

GENERAL NOTES <2J xxxxxxxx 7

C'\C1vll ~ O Hom~ lOlO Pr oJtCU\600131 l Br cvato Ccxml v Nand,vada Stormwater T r ~~lmcnl\dv19 \.6001J J. I GIJNTRD.d"'9

TEST HOLE

NUMBER NORTHING

101 1464310.34 102 1464307.73 103 1464303.36 104 1464303.05 105 1464295.17 106 1464295.67 107 1464273.41 108 1464296.97 109 1464262.53 110 1464304.28

REVISIONS

DATE DESCRIPTION DATE DESCRIPTION

GROUND TOP OF UTILITY

EASTING ELEVATION CUT ELEVATION DESCRIPTION

763564.58 3.19 2.0 1. 1 24"RCP STORM DRAINAGE

763561.78 2.59 1.1 1.5 3"METAL GAS

763576.94 3.05 1. 1 1.9 8"METAL WATER MAIN

763591.59 3.40 2.1 1.3 * 24"METAL WATER MAIN

763589.64 3.25 5.4 -2.2 UNK SIZE HOPE SANITARY FORCE MAIN

763885.81 2.12 3.0 -0.8 10"METAL WATER MAIN

763966.51 2.24 4.9 -2.7 10"METAL SANITARY

763574.97 3.23 0.8 2.4 8"METAL WATER MAIN

763868.28 2.93 2.8 0.1 4"METAL GAS

763569.74 3.03 1.8 1.2 36"RCP STORM DRAINAGE

NOTE:

UTILITY PROVIDER REFERENCE 12" AC WATER LINE ALONG N. BANANA RIVER DRIVE .

ASSUMED 24" STEEL CASING AT SUE LOCATION.

FOR PERMITTING - NOT FOR CONSTRUCTION SCALE: N.T.S .

WSP USA Inc. BREVARD COUNTY NATURAL NANDllVADA STORMWATER RETROFllT C/P NO. SHT. NO.

5015 S. FLORIDA AVENUE, SUITE 301 r, . RESOURCES MANAGEMENT

LAKELAND, FL 33813

~~vard

DEPARTMENT

REGISTRY NO. CA- 5392 2725 JUDGE FRAN JAMIESON

E OR TIMOTHY J KELLY WAY BUJILDilNG A, ROOM 219 SUE DATA SUMMARY xxxxxxxx 8 E.0 R. No. 44721 VIERA, FLORIDA :f29,(0

1/2/2025 2,02,07 PM C.\C1111t 3D ffomc 2020 ProJ~ts\600731 1 Brt11nra Coun.ty NalKl,v,,dil S(OfMw,:ttcr TrciJlmc!nf.\d1v~\60073l l VTVHRD.dwg

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It ;.J;[ -1 c t ~ ,-N: 1464011.3 Cl E: 763081.5 ., ..

8 ..,.---TEST HOLE 101 SUE TEST HOLE

INLET PROTECTION

• ~~ - ~ FLOATING TURBIDITY BARRIER

-.-.-•-•--■~ SEDIMENT BARRIER

xxxxxxxx

X

NOTE:

SEE CONST UCTION PHASING NOTE ON SHEET 6

CJ DEN TES PHASE 2 CONSTRUCTION AREAS

NOTE:

FOR TEST OLE DATA #101 THROUGH

SEE SUE D TA SUMMARY SHEET 8

SEDIMENT BARRIER

EXISTING MATERIAL TO BE REMOVED

(PAVEMENT !CONC/SHELL/ETC)

EXISTING PIPE/STRUCTURE TO BE REMOVED

EXISTING TREE TO BE REMOVED

------ EXIST. BURIED TELEPHONE

EXIST. BURIED FIBER OPTIC

EXIST. GAS

----ou---- EXIST. OVERHEAD UTILITY

N: 1464339.3 E: 763501.6

EXIST. 24" RCP

(TO REMAIN)

EXIST.

SIDEWALK TO

BE REMOVED

EXIST. 24" RCP

(TO BE REMOVED

AND BACKFILL)

PHASE 2

CONST. SOIL TRACKING

PREVENTION DEVICE

-- - -STM(B)- - -- EXIST. STORM

si H EXIST. SANITARY a

----WMI B ---- EXIST WATER MAIN

'··---·-- - EXIST. FORCE MAIN

r-, I I

J I I I I I

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SEDIMENT BARRIER

N: 1464015.4 E: 763583.5

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FOR PERMITTING - NOT FOR CONSTRUCTION !J:! 1------------------------------------,-----------------.,......----------------------r--------------------------r-------,-----1>-l--""'7:=--r------==-===,,,----R_E_V 1"Ts_10 .... N,...,s=-=----r--------==e-=.,-~,..,.,...-----, WSP USA Inc.

1--D""A-"-T-"-E--+------'D""E"'S"'-CR""lc...P-'-'T/'-"O'-'-N---- --+--"D"-'A'-"TE=---+----- =-D=cE S"-'C'-'-R"-'l P--'T--'-10"-'-N'-------, 50 I 5 S. FLOR IDA AVENUE, SU IT E 301

LAKELAND, FL 33813

REGISTRY NO. CA-5392

E.O.R. TIMOTHY J KELLY

E,O.R. No. 447 21

BREVARD COUNTY NATURAL

RESOURCES MANAGEMENT

DEPARTMENT

2725 JUDGE FRAN JAMffESON WAY B UllLDJfNG A, ROOM 219 VIERA, FLORffDA 52940

1/2/2025 2:02:30 PM

NANDllVADA STORMWATER RETROFllT

DEMOLIITIION AND EROSIION

CONTROL <IJ

CIP NO. SHT. NO.

xxxxxxxx 9

C;\C,viJ JO Home 1 JO f"rojocts.\600131 I Br e>1ard Cou•Ut N.'tr-dl•u,da Stormn-aler T~c-Dlmcni\dVJ.t1\6001JLI SCGRRO.dwv

(TO REMAIN!

r /

N: 1464368.01 E: 763479.3

(TO REMAIN) c+ :+

IN

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N: 1464339.3 E: 763501.6

EXIST. 24" RCP

(TO REMAIN)

CONST. SOIL TRACKING

PREVENTION DEVICE

4268.0

501.7 r

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~TEST HOLE 101

o---o.._..,J;>---0----0

NOTE:

SEE EXHIBIT-25A SHEET ZZ FOR SAVI CUT OF

EXISTING ROADWAY AT DRIVEWAY CONNECTION TO

NORTH BANANA RIVER DRIVE. SEE SHEET 12, SITE

AND GEOMETRY PLAN FOR LOCATION OF SAW CUT

SUE TEST HOLE

INLET PROTECTION

(TO BE REMOVED PHASE 2 AND BACKFILL)

FLOATING TURBIDITY BARRIER

xxxxxxxx

X SEDIMENT BARRIER

(TO REMAIN)

NOTE:

SEE CONSTRUCT/ON PHASING NOTE ON SHEET 6

c=J DENOTES PHASE 2 CONSTRUCTION AREAS

NOTE:

FOR TEST HOLE DATA #101 THROUGH #110

SEE SUE DATA SUMMARY SHEET 8

(TO REMAIN}

N: 1464302.7 E: 763814.7

(TO REMAIN) BARRIER E. 763925 2

(TO REMAIN)

·-=:::~.,,=:~t:,1==-=:"--_ ~ I ·

- I...

SEDIMENT N: 1464303. / j , N: 1464250.3 E: 763726.5

1,1.· i;,

- - ~,o - - - -

N: 1464247.9 ~

(TO REMAIN)

INLET

PROTECTION

N: 1464298.6 E: 764043.8

: 0

Tl:S'i H6iT1o15

I

N: 146428 9.

E: 76 4043 .8

\ N· / 464267.5 (I: 1464276.6 E: 764000.5

• 763975.4 I , E '63949 9 i ~' :::::::

;;; E: 763957~8

. r ~I._,_ I I

,. - l (TO REMAIN)

FLOATING

TURBIDITY

BARRIER

(TO REHA/NJ

EXISTING MATERIAL TO BE REMOVED

(PAVEMENT/ CONC/SHELL!ETC)

EXISTING PIPE/STRUCTURE TO BE REMOVED

EXISTING TREE TO BE REMOVED

(TO REMAIN) :i

\ 1

EXIST. BURIED TELEPHONE

EXIST. BURIED FIBER OPTIC

• EXIST. GAS

--- - ou--- - EX IST. OVERHEAD UTILITY

N: 1464224.0 E: 763971 .4

(TO REMAIN/

----STM(B)---- EXIST. STO RM

s, b ,- EXIST. SANITARY

---WMIB---- EXIST. WATER MAIN

--- EXIST. FORCE MAIN

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LAKELAND, FL 338/3

REGISTRY NO. CA- 5392

E.O R TIMOTHY J KELLY

E.O.R. No. 447 21

BREVARD COUNTY NATURAL

RESOURCES MANAGEMENT

DEPARTMENT

2725 JUDGE FRAN JAMIESON

WAY BUILDING A, ROOM 219

VIERA, FLORIDA S.29,{0

NANDKVADA STORMWATER RETROFlfT

DEMOLll.TJION AND EROSll.ON

CONTROL <2J

CIP NO. SHT. NO.

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