Attachment_D8_Nandivada_Multiuse_Facility_Phase_1_Stormwater_Retrofit_Permit_Drawings.pdf

CONT RACT PLANS COMPONENT S

DESIGN PLANS

GOV E RN I NG ST AN DARD PLAN S:

Florida Department of Transportation, FY2023-24 Standard plans for Road and Bridge Construction and applicable Interim Revisions (lrs).

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

http:/ /www.f dot.gov / design/ stand ard pl ans/cur rent / def ault.shtm

Standard Plans for Bridge Construction are included in the Structures Plans Component.

GOV E RN I NG ST AN DARD SPEC I F ICAT ION S:

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

http:/ /www.f dot.gov / progr ammanagement/ implemented / s pecbook s/d ef 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 Land Development Section. The applicant assumes the risk that the site plan may require additional County reviews including engineering revistons or other applicable County review processes should any action to enforce any such restrictions require redesign of the site."

REVISIONS

DATE BY DESCRI PT ION

x x x

BREV ARD COUNTY

NATU RAL RESOU RCE S MANAGEMENT DE PARTMENT

NAN DIV ADA STORMW AT E R RET ROF IT

FOR PERMITTING NOT FOR CONSTRUCTION

J anu ary 1 8, 2025

THIS PROJECT IS A STORMWATER RETROFIT PROJECT FOR N. BANANA RIVER

DRIVE STORMWATER RUNOFF. ADDITIONALLY, A RETLJRN WATER PIPE FOR FIJTURE

DREDGE DEWATERING ACTIVITIES IS PROPOSED WITH THIS CONSTRIJCTION,

SEE CONSTRUCTION PHASING NOTE ON SHEET 6

fT.tf tilr evard

CIP NO, F I SCAL

YEAR

SHEEl N0.

XXXXXXXX 1

Project Locafion

CHAIR

V ICE-CH AI R

COMMI SSIONE R

COMM I SSIONE R

COMMISSIONER

uI d*+j* l'*,** ,, ;' i',i, , a.:eopr?, /a+ERo oo5 v ,{LL Xo*(A a/et /a_oar

'1.,NIS

THE BOARD OF COUNTY COMMISSIOAIER5

SEC 25

sEc 26 sEc 30 sEc 31

ROB FELTNER

TOM GOODSON

KATIE DELANEY

KIM ADKINSON

THAD ALTMAN

P

PLANS PREPARED BY

WSP USA Inc.

5015 S. FLORIDA AVENUE, SUITE 301

LAKELAND, FL 33813

PH0NE: 1.863.667.2345

CONTRACT No:

VENDjR No: 1001191

:NGI11/EER 0F REC1RD: TIMlTHY J KELLY P.E

P.E. NO.: 44721

THIS ITEIV HAS BEEN DIGITALLY SIGNED AND SEALED BY:

TIIUOTHY J, KELLY

ON THE DATE ADJACENT TO THE SEAL

PRINTED COPIES OF THIS DOCUIVIENT ARE NOT CONSIDERED SIGNED

AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY

ELECTRONIC COPIES.

NOTE: THE SCALE OF THESE PLANS MAY HAVE

PROJECT LOCATION

LOCATION MAP

SECTION 30 6, 31 TOWNSHIP 245, RANGE 37E

LENGTH OF PROJECT

DESCRIPT ION LIN. FT MILES

ROADWAY (NORTH BANANA RIVER DRIVE) o a

TRACT a o BRIDGES o a NET LENGTH OF PROJECT o a E XC E PT IONS o o GROSS LENGTH OF PROJECT o o

COUNTY C.I.P. PROJECT MANAGER MATT CULVER

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INDEX OF IMPROVEMENT PLANS

Sheet

Numhe r Sheet Title

1 KEY SHEET

2 PROJ ECT LAYOUT

3 PROJECT CONTROL (1)

4 PROJ ECT CONTROL ( 2 )

5 PROJ ECT CONTROL ( 3 )

6 GENERAL NOTES (1)

7 GENERAL NOTES (2)

a SUE DATA SUMMARY

I DEMOLITION AND EROSION CONTROL ( 1 )

10 DEMOLITION AND EROSION CONTROL (2)

11 MASTER SITE PLAN

12 SITE AND GEOMETRY PLAN

13 PLAN (1)

14 PLAN ( 2 )

15 PLAN (3)

16 PLAN (4)

17 DRAINAGE STRUCTURES AND PROF]LE

18 PLAN AND PROFILE

19 DETAILS (1)

20 DETAILS (2)

21 DETAILs (3)

22 DETAILS (4)

23 DETAILS (5)

24 STORMWATER POLLUT ION PREVENT ION PLAN ( SWPPP ) ( 1 )

25 STORMWATER POLLUT ION PREVENT ION PLAN ( SWPPP ) ( 2 )

26 TRAFFIC CONTROL PLAN AND NOTES

27 AUTO-TURN TEMPLATE

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WSP USA Inc.

5015 S. FLORIDA AVENUE, SUITE 301

LAKELAND, FL 33813

REGISTRY NO. CA.5392

E,O.R, TIMOTHY J KELLY

E.O.R. No. 44721

B RE VARD COUNTY NA7-URAL

RE S O URCE S MANA GE ]ITENT

DEPARTMENT

2725 JUDGE FRAN JAIYIIESON

WAY BWLDNNG A, ROOM 2]9

VNERA, FLORIDA 52910

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ELEVATI0N:2.73'

5EE CONSTRUCTION PHASING NOTE ON SHEET 6

DENOTES PHASE 2 CONSTRUCTION AREAS

PROJECT CONTROL # 1OO7

SET 5/8" IRON ROD & CAP

STAMPED: WjOD TRAVERSE N 1463784.35' E 763119.39' z 5.61'

REV ISIONS

WSP USA Inc.

5015 S. FLORIDA AVENUE, SUITE 301

LAKELAND, FL 33813

REGISTRY NO. CA-5392

Fnp TtMnTHv I (Fltv

BRE VARD COUATTT NATURAL

RESOURCES MANAGEMENT

DEPARTME]VT

2725 JUDGE FRAN JAJ'ITESON

WAYBWLDNNG A, ROOM 219

WERA, FLOR.NDA 52910

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NANDNVADA S TORMWA'IER R,ETROFNT CIP NO, SHT, NO.DATE DFSCRIPTION DAT F DE SCRI PT ION

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PI STA. : 22+25.92

DELTA : 7" 29' 15"

D = 9" 32' 57" T : 39.26 L - 78.41 R : 600.00

PC STA. : 21+86.66

PT STA. : 22*65.06

PI STA. = 24+80.78

DELTA : Bo 10' 32" D : 57o 17' 45" T :7.15 l_ - 14.27 R : 100.00

PC STA. : 24+73.63

PT STA. : 24*87.90

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REV ISIONS

WSP USA Inc.

5015 S. FLORIDA AVENUE, SUITE 301

LAKELAND, FL 33813

REGISTRY NO. CA.5392

E.O.R. TIMOTHY J KELLY

E.0.R. No.44721 w 8t

BREVARD COUNTY NATURAL

RESOWCES MANAGEMENT

DEPARTMENT

2725 JUDGE FRAN JATUIIESON

WAYBUILDTNG A, ROOM 2]9

WERA, FLOEIDA 829fl evard

I\IANDNYAD, S TORtrTW ATE R RE TROFNT CIP NO SHT. NO.DAI E DFSCRIPTION DFS'RIPTION

PR"OIEC? CONTROI- r2I XXXXXXXX 4

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LEGE N D SURVEYOR'S NOTES

BURIED FIBER OPTIC LINE (MARKED BY OTHERS)

BURIED GAS LINE (MARKED BY OTHERS)

BURIED SANITARY FORCED MAIN LINE (MARKED BY OTHERS)

BURIED SANITARY SEWER L]NE (MARKED BY OTHERS)

BURIED TELEPHONE LINE (MARKED BY OTHERS)

BURIED WATER LINE (MARKED BY OTHERS)

CHAIN LINK FENCE

CONTOUR LINE

CORRUGATED METAL PIPE

DRAINAGE MANHOLE

EASTING

ELEVATION

E LLIPTICAL RE INFORCED CONCRET E PI PE

LINEAR FEET

NORTH ING

OVER HEAD UTILITY LINE

POLYVINYL CHLORIDE

REINFORCED CONCRETE PIPE

SPOT ELEVATION

TELEPHONE PEDESTAL OR BOX

WIRE PULL BOX / SERVICE BOX

POWER POLE

GUY ANCHOR

l.THIS MAP OF TOPOGRAPHIC SURVEY IS NOT VALIDWITHOUT THE SI'NATURE AND ORIGINAL RAISED SEALOF 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 WR]TTEN CONSENT OF THE SIGNING PARTY OR PARTIES.

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

HEREON, AS SPECIF]ED BY THE CLIENT.

CMP

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4. COORDINATES SHOWN HEREON ARE RELATIVE TOTHE NORTH AMERICAN DATUM OF 1983,2011 ADJUSTMENT, PROJECTED IN THE FLORIDA STATE PLANE COORDINATE SYSTEM, FLOR]DA 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 RE PORT.

5. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) BASED UPON A LEVEL LINE RUN TO THE FOLLOWIN6 BENCHMARKS ESTABLISHED BY THE NATIONAL GEODETIC SURVEY

(NGS):

DESIGNATI0N: D 649, PID: DK6649 , ELEVATION: 2.73 FEET

AND

DESIGNATI0N: R 206, PID: 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 V]SIBLE 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 ]MPROVEMENTS. ACTUAL LOCAT]ON, 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 APPROX]MATE.

7. SOURCE OF AERIAL PHOTOGRAPHY/IMAGE: THE FLORIDA DEPARTMENT 0F TRANSPORTATTON (FDOT), AERIAL PHOT) LOOK UP SYSTEM (A+PLUS) WEBSITE. THIS DIGITAL ORTHOGRAPHIC IMAGERY WAS ACQUIRED ON O1/2021 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 ELEVAT]ONS AND OTHER RELATED TOPOGRAPHIC DATA MAY NOT BE DEPICTED HEREON. THIS DATA IS AVAILABLE IN ELECTRONIC FORMAT IN WOOD FILE "600731X1.DWG" AND HAS

BEEN FURNISHED TO THE CLIENT.

10. THE FIELD DATA ACQUIS]TION PHASE OF THIS SURVEY WAS COMPLETED ON 04/05/2022, AS DOCUMENTED ]N

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.S.M. No. 5046 WSP USA Inc.

550 NORTHLAKE BOULEVARD, SUITE |OOO,

ALTAMONTE 5PRI,1/65, FL 32701

CERTIF ICATE 0F AUTH)RIZATIjN: LB-0007932

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

REV ISIONS

WSP USA lnc.

5015 S. FLORIDA AVENUE, SUITE 301

LAKELAND, FL 33813

REGISTRY NO. CA-5392

FNP TIMNTHY I KFIIY

B RE UARD COUNTY NATUR,IL

RE S O URCE S ]'TANA GE ME NT

DEPARTMENT

2726 JWGE FRAN JA,T{TESON

WAYBLINLDING A, ROOM 219

vnERA, FLORIDA 52940 w 8uevard

IVAAID/YADA S TO RLTW ATE R RE TROFNT CIP NO. SHT, NO.DFqTRIPTINN UAI t DESCRIPTION

PR.OJECS CONTROI- 6) XXXXXXXX 5

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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 FACIUTY DAMAGE PREVENTION AND SAFETY ACT". KNOWN UAO'S ARE:

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.S.C. & G.S. MONUMENT WITHIN LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF IN DANGER OF DAMAGE, PROJECT ENGINEER SHOULD NOTIFY;

DI RECTOR, NATIONAL GEODETIC SURVEY

1315 EAST_WEST HIGHWAY

SI LV ER SPRING, MARY LAND 20910-3282

PH0NE: (301) 713-3242

20. ALL STATION AND OFFSET REFERENCES ARE TO BASELINE OF SURVEY, UNIESS 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 CONSTRIJCTION SHALL BE REPLACED, RESTRIPED 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 1OO 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 EX]STING DRAINAGE DURING ALL PHASES OF CONSTRUCTION, EXISTING DRAINAGE SHALL NOT BE BLOCKED OR ADVERSELY

AF F ECT E D DU RI NG CON ST RUCT ION.

25. THE CONTRACTOR SHALL FIELD VERIFY THAT THE SHOULDER BASE IS FIJLL DEPTH. IF NOT, THE EXISTlNG 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 HDPE PIPE,

CONSTRUCTION PHASING

SITE IMPROVEAIENTS SHOWN INCLUDE PHASE 1 AND PHASE 2 ELEMENTS, PHASE 1 IS LIMITED AS NOTED ON THE PLANS. P)ND, BERMS, ST0RI\4 SEVIER SYSTEM RENIAVAL 0R C)NSTRUCTI0N AND ASSjCIATED ELEMENTS ARE PART OF PHASE 2. PHASE 1 SHALL INCLUDE DRIVEWAY CONSTRUCTION TO THE LIM\ITS SHOVIN ON THE PLANS, TEMPORARY TRAFFIC CONTROL, S/6,ry/NG AND PAVEMENT MARKINGS, SIDEWALK REMOVAL AND CONSTRUCTION, INSTALLATION OF THE 18" HDPE PIPE, STRUCTURE 5,10, AND ASSOCIATED ELEMENTS OF INCLIJDED ITEN]5. ALL WORK DEP]CTED

FRAI|I UNDER EANANA RIVER DRIVE EAST SHALL BE COA|PLETED IN PHASE 1,

DENOTES PHASE 2 CONSTRUCT]ON AREAS

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

COORDINATE CONSTRUCTION SCHEDULING WITH UTILITY AGENCY/OWNER'g, 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 DRESSI/V6. INSTALL AND MAINTAIN EROSION CONTROL DEVICES AS REQUIRED BY ACTUAL SITE CONDITIONS TO REFLECT PROJECT PHASING REQUIREMENTS, AND AS DIRECTED BY THE COUNTY'S

ENGINE E R.

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 DEWATERING OPERATIONS. UTILIZE TEMPORARY SEDIMENT BASINS OR TRAPS TO COLLECT THE DISCHARGE FROM DEWATERING ACTIVITIES TO ELIMINATE THE POTENTIAL FOR OFFSITE SEDIMENT TRANSPORT.

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

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

10. 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 EXISTIIVG ACCESS NOT INDICATED ON THE PLANS MUST BE MADE AT THE DIRECTION OF THE COUNTY'S EN6lNEER.

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 III UNLEss OTHERWISE NOTED ON THE PLANS

15. SPECIAL ATTENT]ON 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

BACKF I LLING.

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.

AT 6.7 / 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

F REDE RICK,KARSTENS@CHART E R,COM

FLORIDA POWER & LIGHT _ BREVARD

JOEL BRAY

(321) 726-4801

BREV ARD-SE RV ICE_PLANNI NG_MLO@F PL.COM

ZAYO GROUP, FORMERLY LIGHTWAVE, LLC

HENRY KLOBUCAR

(406) 496-6s01 zAY0F LRE LOCAT IONS@ZAYO.C0M

COBBF E N DLEY

RENE REYESZUMETA

1414 NW 107TH AVE,

sutTE 408 I MrAMr, FL 33172

(713) 462-3242

BREVARD COUNTY WATER RESOURCES

ROY HAWTHORNE

2725 JUDGE FRAN JAMIESON WAY,

MELBOURNE, FL 32940

(321) 633-2093

ROY, H AWT H O RN E @ B REV ARD F L.GOV

FLORIDA CITY GAS

GUSTAVO PENA

(305) 835-3624

CITY OF COCOA UTILITIES

JOHN PERRIN

351 SHEARER BOULEVARD COCOA, FL 32922

(321) 433-8797

JPERRIN@COCOAF L,ORG

REV ISIONS

WSP USA Inc.

5015 S. FLORIDA AVENUE, SUITE 301

LAKELAND, FL 33813

RE6|STRY N0. CA-5392

E.O.R. TIMOTHY J KELLY

E.O.R. No.44721 W.uuurg

BREVARD COUMTT NATURAL

RE S O URCE S MANA GE ]}IE NT

DEPARTME]UT

2725 JUDGE FRAN JAMNESON

WAY BWLDNNG A, ROOM 219

VIERA, FLORIDA 32910

NAND]IVADA S TORTIWATER RETROFNT CIP NO. SHT. NOUAI E DLSCRIPI ION DAI I DLSCHIPI ION

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FOR PERMITTING NOT FOR CONSTRUCTION SCATE: N.f.S

REV I SIONS

WSP USA Inc.

5015 5. FLORIDA AVENUE, SUITE 301

LAKELAND, FL 33813

RE5ISTRY NO, CA-5392

E.O.R. TIMOTHY J KELLY

E.0.R. No. 44721

BREVARD COUNTY NATURAL

RESOURCES MANAGEMENT

DEPARTMENT

2725 .IUDGE FRAN T,AMNESON

WAY BUNLDNNG A, ROOM 219

WERA, FLORLDA 32910

w &r,?Y3$

A/ANDNYADA S TORMWATE R RETROF]IT CIP NO, SHT, NO.DATF DF<'RIPTION DAT F DFS'RIPTION

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IEST HOLE

NUMBER NORIH/NG EAST'NG

GROUND

ELEVATION CUT

TOP OF UTILITY

ELEVATION DESCRIPI'ON

1464310.34 1464307.73 1464303.36 1464303.05 1464295.17 1464295.67 1464273.41 1464296.97 1464262.53 1464304.28

763564.58 763561.78 763576.94 763591.59 763589.64 763885.81 763966.51 763574.97 763868.28 763569.74

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36" RCP

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GAS

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SAN'IARY

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SIORM DRAINAGE

NOTE:

* IJTILITY PROVIDER REFERENCE 12'' Ac wATER LINE ALONG N. BANANA RIVER DRIVE

ASSUMED 24'' STEEL CASING AT SUE LOCATION.

FOR PERMITTING _ NOT FOR CONSTRUCTION SCAIE: /V.f.5

REV I SIONS

WSP USA Inc.

5015 S. FLORIDA AVENUE, SUITE 301

LAKELAND, FL 33813

RFGtSrRv N0. C4,5392

E.O.R. TIMOTHY J KELLY

E.0.R. No.44721

BREVARD COUNTY NATURAL

RESOURCES MANAGEMENT

DEPARTMENT

2725 JUDGE FRAN JAMTESON

WAY BWLDfi{G A, ROOM 219

WERA, FLOR,NDA 32910

rxi,T QteY?$

NAND]IVADA S TORTIWATE R RETROF]IT CIP NO. SHT. NO.

DLSCRIPI ]UN DAI L UISLHIPI ION

SUE DA,T.\ SUMMAR.Y XXXXXXXX I

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N:1464215.5 E:763017.6

REV ISIONS SHT. NO,CIP NO,NANDNVADA S TORLIWATER RE TROF.N"

XXXXXXXX IDEMO[-nTno r,A'lvD EROSIO r

CONTROT' (1)

rAiri En

BREVARD COUNTY NATURAL

RESOURCES MANAGEMENT

DEPARTMENT

2726 JUDGE FF.EN JAUIESON

WAY BWLDXNG A, ROOM 219

WERA, FLOR]TDA 32910

aEV oLt rd

WSP USA Inc.

5OT5 5. FLORIDA AVENUE, SUITE 301

LAKELAND, FL 33813

RE6ISTRY NO. CA-5392

E.O.R. TIMOTHY J KELLY

E.0.R. No.44721 q I a fti

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N:1464302.7 E: 763814.7

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10XXXXXXXXDE MON.ZTIOAT,AATD E ROS NON

caI\ITR.On- (2)

BRE VARD COUNTT I{ATUR'AL

RESOURCES MANAGEMENT

DEPARTMEIlT

2726 JUDGE FRAN JA]'IXESON

WAY BWLDNNG A, ROOM 219

VTBRA, FLOR,TDA 32910Wr)ururq wSP USA Inc.

5015 S. FLORIDA AVENUE, SUIfE 301

LAKELAND, FL 33813

RE6/srRv N0. CA-5392

E.O,R. TIMOTHY J KELLY

E.O.R. No. 44721

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5015 S. FLORIDA AVENUE, SUITE 30T

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REGISTRY NO. CA-5392

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CONSTRUCTION

3.0

MITS OF DRIVEWAY

CAL SECT ION (PHA5E 1)

PHASE 1

CONTRACTOR TO RELOCATE

DUAL CURVE CHEVRON

SIGNS (W1-8) IN CONFLICT

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ST ANDARD 12' VI IDE PARALLEL WHITE LINE

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5015 S. FLORIDA AVENUE, SUITE 301

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Lat: N028' 21' 39" -/'z'Long: W080" 40' 13"

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REV ISIONS SHT, NO.CIP NO.NANDNVADA S TORLIWATER RE TROFNT

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5015 S, FLORIDA AVENUE, SUITE 301

LAKELAND, FL 33813

REGISTRY NO. CA_5392

E.O.R. TIMOTHY J KELLY

E.0.R. No. 44721 Wr.*rarq

BREVARD COUNTY NATURAL

RESOURCES MANAGEMENT

DEPARTMENT

2725 JUDGE FRAAI J.A.ilIXESON

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re PROP, DREDGE DEWATERING

DISCHARGE (HDPE) DENOTES PHASE 2 CONSTRUCTION AREAS

s

PHASE 1

c0N5r. 18" (SDR 11)

HDPE (OPEN CUT)

END OF PIPE TO BE

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