Attachment_F_-_Drawing_Bid_Set.pdf

LOCATION MAP

DESCRIPTION

COUNTY C.I.P. PROJECT MANAGER

DESCRIPTIONBYDATE

REVISIONS

CONTRACT PLANS COMPONENTS:

LENGTH OF PROJECT

LIN. FT. MILES

BRIDGES

NET LENGTH OF PROJECT

EXCEPTIONS

GROSS LENGTH OF PROJECT

NOTE: THE SCALE OF THESE PLANS MAY HAVE

DESIGN PLANS

N

CIP NO. FISCAL

YEAR

SHEET

NO.BREVARD COUNTY XXXXXXXX 1

NTS

CHANGED DUE TO REPRODUCTION.

XX X

NATURAL RESOURCES MANAGEMENT DEPARTMENT

Pixley, Alan 1/18/2025 12:52:28 PM C:\Civil 3D Home 2020 Projects\600731.1 Brevard County Nandivada Stormwater Treatment\dwg\600731.1 KEYSRD.dwg

S E C

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SEC 25

SEC 26

SEC 30

SEC 31

MATT CULVER

ENGINEER OF RECORD:

44721

TIMOTHY J KELLY P.E.

THE BOARD OF COUNTY COMMISSIONERS

WSP USA Inc.

5015 S. FLORIDA AVENUE, SUITE 301

LAKELAND, FL 33813

PHONE: 1.863.667.2345

CONTRACT No:

VENDOR No: 1001191

PLANS PREPARED BY:

P.E. NO.:

ROB FELTNER CHAIR

TOM GOODSON VICE-CHAIR

KATIE DELANEY COMMISSIONER

KIM ADKINSON COMMISSIONER

THAD ALTMAN COMMISSIONER

NANDIVADA STORMWATER RETROFIT

January 18, 2025

TRACT

ROADWAY (NORTH BANANA RIVER DRIVE) ∅

SECTION 30 & 31 TOWNSHIP 24S, RANGE 37E

MIAMI-

MADISON

TAYLOR

WALT

ON

ROSA

ESCAM

BIA

SANTA

OK

AL

OO

SA

WAKULLA JE

FF

ER

SO

N

FRANKLIN

LIBERTY

GULF

GADSDEN

HOLMES JACKSON

WASHINGTON

BAY

CA

LH

OU

N LEON

HI

LL

SB

OR

OU

GH

OKEECHOBEE

MANATEE

SA

RA

SO

TA

GLADES

HARDEE

HIGHLANDS

DE SOTO

CHARLOTTE

LEE

MONROE

HENDRY

COLLIER

RIVER

MARTIN

ST. LUCIE

BEACH

PALM

BROWARD

DADE

OSCEOLA

SUW

ANNEE

BRADFO

RD

ALACHUA

MARION

PASCO

UNION

GILCHRIST

DIXIE

LAFAYETTE

LEVY

PINELLAS

HERNANDO

CITRUS

ORANGE

CLAY

PUTNAM

FLAGLER

ST. JOHNS

SU

M

TE

R

LAKE

VOLUSIA

SEMINOLE

POLK

BAKER

COLUM

BIA

HAMILTON

NASSAU

DUVAL

INDIAN

BREVARD

Project Location

PROJECT LOCATION

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GOVERNING STANDARD PLANS:

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

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

Standard Plans for Bridge 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.fdot.gov/design/standardplans/current/default.shtm http://www.fdot.gov/programmanagement/implemented/specbooks/default.shtm

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

DRIVE STORMWATER RUNOFF. ADDITIONALLY, A RETURN WATER PIPE FOR FUTURE

DREDGE DEWATERING ACTIVITIES IS PROPOSED WITH THIS CONSTRUCTION.

"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 revisions or other applicable County review processes should any action to enforce any such restrictions require redesign of the site."

INDEX OF IMPROVEMENT PLANS

Sheet Number Sheet Title

1 KEY SHEET

2 PROJECT LAYOUT

3 PROJECT CONTROL (1)

4 PROJECT CONTROL (2)

5 PROJECT CONTROL (3)

6 GENERAL NOTES (1)

7 GENERAL NOTES (2)

8 SUE DATA SUMMARY

9 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 PROFILE

18 PLAN AND PROFILE

19 DETAILS (1)

20 DETAILS (2)

21 DETAILS (3)

22 DETAILS (4)

23 DETAILS (5)

24 STORMWATER POLLUTION PREVENTION PLAN (SWPPP)(1)

25 STORMWATER POLLUTION PREVENTION PLAN (SWPPP)(2)

26 TRAFFIC CONTROL PLAN AND NOTES

27 AUTO-TURN TEMPLATE

SEE CONSTRUCTION PHASING NOTE ON SHEET 6

FOR BIDDING PURPOSES

http://www.fdot.gov/design/standardplans/ http://www.dot.state.fl.us/programmanagement/implemented/specbooks Kelly, Timothy (USTK716636) Text Box

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.

Kelly, Timothy (USTK716636) Stamp

PROJECT LAYOUT 2

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

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SHT. NO.CIP NO.

XXXXXXXX

BREVARD COUNTY NATURAL

RESOURCES MANAGEMENT

DEPARTMENT

2725 JUDGE FRAN JAMIESON

WAY BUILDING A, ROOM 219

VIERA, FLORIDA 32940

WSP USA Inc.

5015 S. FLORIDA AVENUE, SUITE 301

LAKELAND, FL 33813

REGISTRY NO. CA-5392

NANDIVADA STORMWATER RETROFIT

E.O.R. TIMOTHY J KELLY

E.O.R. No. 44721

13PLAN PLAN PLAN

PLAN

14 15

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EAST MERRITT ISLAND CAUSEWAY

PHYLLIS DRIVE

TREASURE ST.

MASTER SITE PLAN 11

Feet 0 200 400

PLAN AND PROFILE 18

FOR BIDDING

NOTE:

SEE CONSTRUCTION PHASING NOTE ON SHEET 6

DENOTES PHASE 2 CONSTRUCTION AREAS

13+5012+00

9+

.0

25+15

3PROJECT CONTROL (1)

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

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XXXXXXXX

BREVARD COUNTY NATURAL

RESOURCES MANAGEMENT

DEPARTMENT

2725 JUDGE FRAN JAMIESON

WAY BUILDING A, ROOM 219

VIERA, FLORIDA 32940

WSP USA Inc.

5015 S. FLORIDA AVENUE, SUITE 301

LAKELAND, FL 33813

REGISTRY NO. CA-5392

NANDIVADA STORMWATER RETROFIT

E.O.R. TIMOTHY J KELLY

E.O.R. No. 44721

PROJECT CONTROL # 1007

SET 5/8" IRON ROD & CAP

STAMPED: WOOD TRAVERSE

N 1463784.35' E 763119.39'

Z 5.61'

PROJECT CONTROL # 1008

SET 90d NAIL, NO ID N 1464295.75' E 764027.18' Z 3.67'

D 649, PID: DK6649,

ELEVATION: 2.73'

R 206, PID: AK2702,

ELEVATION: 6.71'

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EAST MERRITT ISLAND CAUSEWAY

PHYLLIS DRIVE

TREASURE ST.

Feet 0 200 400

END े SURVEY

STA 13+50.00

N: 1464276.59 E: 763679.14

BEGIN े SURVEY

STA 9+39.07

N: 1464013.97 E: 763528.94

BEGIN े SURVEY

STA 20+00.00

N: 1464304.01 E: 763500.67

END े SURVEY

STA 25+15.00

N: 1464275.51 E: 764013.89

े SURVEY

P.I. STA 12+00.00

N: 1464274.89 E: 763529.15

NOTE:

12 13

+50

22 23 24 25 25

S 83° 09' 41" E 186.66

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

N 89° 21' 04" E 208.57

PI STA. = 24+80.78

DELTA = 8° 10' 32"

D = 57° 17' 45" T = 7.15 L = 14.27 R = 100.00

PC STA. = 24+73.63

PT STA. = 24+87.90

S 82° 28' 24" E 27.10

N 89° 21' 04" E 150.00

N

0°

2'

6" E

0.

.0 0'

+15

55.51'

.0

4PROJECT CONTROL (2)

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

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XXXXXXXX

BREVARD COUNTY NATURAL

RESOURCES MANAGEMENT

DEPARTMENT

2725 JUDGE FRAN JAMIESON

WAY BUILDING A, ROOM 219

VIERA, FLORIDA 32940

WSP USA Inc.

5015 S. FLORIDA AVENUE, SUITE 301

LAKELAND, FL 33813

REGISTRY NO. CA-5392

NANDIVADA STORMWATER RETROFIT

E.O.R. TIMOTHY J KELLY

E.O.R. No. 44721

N

OR

TH

B

AN

AN

A

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R

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END े SURVEY

STA 25+15.00

N: 1464275.51 E: 764013.89

BEGIN े SURVEY

STA 9+39.07

N: 1464013.97 E: 763528.94

BEGIN े SURVEY

STA 20+00.00

N: 1464304.01 E: 763500.67

NORTH BANANA

RIVER DRIVE

Feet 0 40 80

े SURVEY PROPOSED DIRECTIONAL BORE

े SURVEY PROPOSED STORM

END े SURVEY

STA 13+50.00

N: 1464276.59 E: 763679.14

े SURVEY

P.I. STA 12+00

N: 1464274.89 E: 763529.15

FOR BIDDING

PHASE 2

PHASE 1

NOTE:

SCALE: N.T.S.

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 1000,

ALTAMONTE SPRINGS, FL 32701

CERTIFICATE OF AUTHORIZATION: LB-0007932

PROJECT CONTROL (3)

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

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XXXXXXXX

BREVARD COUNTY NATURAL

RESOURCES MANAGEMENT

DEPARTMENT

2725 JUDGE FRAN JAMIESON

WAY BUILDING A, ROOM 219

VIERA, FLORIDA 32940

WSP USA Inc.

5015 S. FLORIDA AVENUE, SUITE 301

LAKELAND, FL 33813

REGISTRY NO. CA-5392

NANDIVADA STORMWATER RETROFIT

E.O.R. TIMOTHY J KELLY

E.O.R. No. 44721

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, PID: DK6649 , ELEVATION: 2.73 FEET

AND

DESIGNATION: 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 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 (FDOT), 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 “600731X1.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.

FO

FM

SS

BT

WM

2'

CMP

D E Z

LF

N

OU

PVC

RCP

+10.0' T

WPB

= BURIED FIBER OPTIC LINE (MARKED BY OTHERS)

= BURIED GAS LINE (MARKED BY OTHERS)

= BURIED SANITARY 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)

= CHAIN LINK FENCE

= CONTOUR LINE

= CORRUGATED METAL PIPE

= DRAINAGE MANHOLE

= EASTING

= ELEVATION

= LINEAR FEET

= NORTHING

= OVER HEAD UTILITY LINE

= POLYVINYL CHLORIDE

= REINFORCED CONCRETE PIPE

= SPOT ELEVATION

= TELEPHONE PEDESTAL OR BOX

= WIRE PULL BOX / SERVICE BOX

GAS

ERCP = ELLIPTICAL REINFORCED CONCRETE PIPE

LEGEND

= POWER POLE

= GUY ANCHOR

FOR BIDDING

FOR BIDDING SCALE: N.T.S.

GENERAL NOTES (1) 6

AT & T / DISTRIBUTION

LUKE FOLKERTS

7747 ELLIS RD,

W MELBOURNE, FL 32904

(407) 496-6041

LF2490@ATT.COM

BREVARD COUNTY WATER RESOURCES

ROY HAWTHORNE

2725 JUDGE FRAN JAMIESON WAY,

MELBOURNE, FL 32940

(321) 633-2093

ROY.HAWTHORNE@BREVARDFL.GOV

FLORIDA POWER & LIGHT - BREVARD

JOEL BRAY

(321) 726-4801

BREVARD-SERVICE-PLANNING-MLO@FPL.COM

GENERAL NOTES

1. 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:

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 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 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 III 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.

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.

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

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XXXXXXXX

BREVARD COUNTY NATURAL

RESOURCES MANAGEMENT

DEPARTMENT

2725 JUDGE FRAN JAMIESON

WAY BUILDING A, ROOM 219

VIERA, FLORIDA 32940

WSP USA Inc.

5015 S. FLORIDA AVENUE, SUITE 301

LAKELAND, FL 33813

REGISTRY NO. CA-5392

NANDIVADA STORMWATER RETROFIT

E.O.R. TIMOTHY J KELLY

E.O.R. No. 44721

CHARTER COMMUNICATION

FRED KARSTENS III

720 MAGNOLIA AVE,

MELBOURNE FL 32935

(321) 213-7659

FREDERICK.KARSTENS@CHARTER.COM

FLORIDA CITY GAS

GUSTAVO PENA

(305) 835-3624

ZAYO GROUP, FORMERLY LIGHTWAVE, LLC.

HENRY KLOBUCAR

(406) 496-6501

ZAYOFLRELOCATIONS@ZAYO.COM

COBBFENDLEY

RENE REYESZUMETA

1414 NW 107TH AVE,

SUITE 408 | MIAMI, FL 33172

(713) 462-3242

CITY OF COCOA UTILITIES

JOHN PERRIN

351 SHEARER BOULEVARD COCOA, FL 32922

(321) 433-8797

JPERRIN@COCOAFL.ORG

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;

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 CONSTRUCTION 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 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 IS FULL DEPTH. IF NOT, THE EXISTING 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 IMPROVEMENTS SHOWN INCLUDE PHASE 1 AND PHASE 2 ELEMENTS. PHASE 1 IS LIMITED AS NOTED ON THE PLANS. POND, BERMS, STORM SEWER SYSTEM REMOVAL OR CONSTRUCTION AND ASSOCIATED ELEMENTS ARE PART OF PHASE 2. PHASE 1 SHALL INCLUDE DRIVEWAY CONSTRUCTION TO THE LIMITS SHOWN ON THE PLANS, TEMPORARY TRAFFIC CONTROL, SIGNING AND PAVEMENT MARKINGS, SIDEWALK REMOVAL AND CONSTRUCTION, INSTALLATION OF THE 18" HDPE PIPE, STRUCTURE S-10, AND ASSOCIATED ELEMENTS OF INCLUDED ITEMS. ALL WORK DEPICTED

FROM UNDER BANANA RIVER DRIVE EAST SHALL BE COMPLETED IN PHASE 1.

FOR BIDDING SCALE: N.T.S.

GENERAL NOTES (2) 7

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

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BREVARD COUNTY NATURAL

RESOURCES MANAGEMENT

DEPARTMENT

2725 JUDGE FRAN JAMIESON

WAY BUILDING A, ROOM 219

VIERA, FLORIDA 32940

WSP USA Inc.

5015 S. FLORIDA AVENUE, SUITE 301

LAKELAND, FL 33813

REGISTRY NO. CA-5392

NANDIVADA STORMWATER RETROFIT

E.O.R. TIMOTHY J KELLY

E.O.R. No. 44721

SUE DATA SUMMARY 8

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

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BREVARD COUNTY NATURAL

RESOURCES MANAGEMENT

DEPARTMENT

2725 JUDGE FRAN JAMIESON

WAY BUILDING A, ROOM 219

VIERA, FLORIDA 32940

WSP USA Inc.

5015 S. FLORIDA AVENUE, SUITE 301

LAKELAND, FL 33813

REGISTRY NO. CA-5392

NANDIVADA STORMWATER RETROFIT

E.O.R. TIMOTHY J KELLY

E.O.R. No. 44721

TEST HOLE GROUND TOP OF UTILITY

NUMBER NORTHING EASTING ELEVATION CUT ELEVATION DESCRIPTION

101 1464310.34 763564.58 3.19 2.0 1.1 24" RCP STORM DRAINAGE

102 1464307.73 763561.78 2.59 1.1 1.5 3" METAL GAS

103 1464303.36 763576.94 3.05 1.1 1.9 8" METAL WATER MAIN

104 1464303.05 763591.59 3.40 2.1 1.3 24" METAL WATER MAIN

105 1464295.17 763589.64 3.25 5.4 -2.2 UNK SIZE HDPE SANITARY FORCE MAIN

106 1464295.67 763885.81 2.12 3.0 -0.8 10" METAL WATER MAIN

107 1464273.41 763966.51 2.24 4.9 -2.7 10" METAL SANITARY

108 1464296.97 763574.97 3.23 0.8 2.4 8" METAL WATER MAIN

109 1464262.53 763868.28 2.93 2.8 0.1 4" METAL GAS

110 1464304.28 763569.74 3.03 1.8 1.2 36" RCP STORM DRAINAGE

FOR BIDDING

NOTE:

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

ASSUMED 24" STEEL CASING AT SUE LOCATION.

GAS(B)

GAS(B)

GAS(B)

STM(B)

STM(B)

STM(B)OU

OU OU OU OU OU OU OU OU OU OU OU OU OU OU

W M(B)

WM(B)

WM(B)

WM(B)

BFO(B)

BFO(B)

BFO(B)

BFO(B)

B-10

D-1

B-9

B-8

B-7

W

W

T

S 89°55'01" W 365.93'

HOLE

HOLE

PZ-02

PZ-03

24" RCP

-1

9' W I D E D I R T T R A I L

POWER POLE

POWER POLE

GATE

(INV. INACCESSIBLE)

W/ GUY ANCHORS

EXIST. 12"

FORCE MAIN

EXIST.

FIBER OPTIC

SIDEWALK

OU

OU3

EXIST. R / W

EXIST. R / W

POWER POLES

W/ GUY ANCHOR

O

U

GAS(B)

FM

(B)

BT(B)

BT(B)

36" RCP

W M

FM

BT(B)

FM

FO

FO

FO

FO

12 13

SEDIMENT BARRIER

(TO REMAIN)

(TO REMAIN)

(TO BE RELOCATED)

EXIST. 24" RCP

(TO REMAIN)

XXXXXXXXXXXXXXXXXX

EXIST.

SIDEWALK TO

BE REMOVED

SEDIMENT BARRIER

SEDIMENT BARRIER

CONST. SOIL TRACKING

PREVENTION DEVICE

EXIST. 24" RCP

(TO BE REMOVED

AND BACKFILL)

N: 1464267.4 E: 763081.7

N: 1464011.3 E: 763081.5

N: 1464015.4 E: 763583.5

N: 1464268.4 E: 763583.8

N: 1464268.4 E: 763623.3

N: 1464268.0 E: 763501.7

N: 1464339.3 E: 763501.6

TEST HOLE 102 TEST HOLE 104

TEST HOLE 105

TEST HOLE 101

TEST HOLE 103

TEST HOLE 108

TEST HOLE 110

XX

XX

XX

XX

XX

XX

EXIST. 36" RCP

(TO BE REMOVED

AND BACKFILL)

X

SEDIMENT

BARRIER

N: 1464079.5 E: 763081.5

N: 1464079.5 E: 763017.5

N: 1464215.5 E: 763017.6

N: 1464245.2 E: 763081.7

DEMOLITION AND EROSION

CONTROL (1)

EXISTING MATERIAL TO BE REMOVED

(PAVEMENT/CONC/SHELL/ETC)

XXXXXXXX EXISTING PIPE/STRUCTURE TO BE REMOVED

SEDIMENT BARRIER

INLET PROTECTION

FLOATING TURBIDITY BARRIER

SUE TEST HOLE

EXISTING TREE TO BE REMOVED

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

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BREVARD COUNTY NATURAL

RESOURCES MANAGEMENT

DEPARTMENT

2725 JUDGE FRAN JAMIESON

WAY BUILDING A, ROOM 219

VIERA, FLORIDA 32940

WSP USA Inc.

5015 S. FLORIDA AVENUE, SUITE 301

LAKELAND, FL 33813

REGISTRY NO. CA-5392

NANDIVADA STORMWATER RETROFIT

E.O.R. TIMOTHY J KELLY

E.O.R. No. 44721

Feet

0 40 80TEST HOLE 101

FOR BIDDING

NOTE:

FOR TEST HOLE DATA #101 THROUGH #110

SEE SUE DATA SUMMARY SHEET 8

EXIST. BURIED TELEPHONE

EXIST. BURIED FIBER OPTIC

BT(B)

BFO(B)

GAS(B)

OU

STM(B)

S(B)

WM(B)

FM(B)

EXIST. GAS

EXIST. OVERHEAD UTILITY

EXIST. STORM

EXIST. SANITARY

EXIST. WATER MAIN

EXIST. FORCE MAIN

PHASE 2

PHASE 2

NOTE:

SEE CONSTRUCTION PHASING NOTE ON SHEET 6

DENOTES PHASE 2 CONSTRUCTION AREAS

AutoCAD SHX Text S

GAS(B)

GAS(B)

GAS(B)

GAS(B)

GAS(B) GAS(B) GAS(B) GAS(B)

GAS(B)

GAS(B) GAS(B)

GAS(B)

GAS(B)

G

AS(B) BF

O

(B

S( B)

S( B)

S( B)

STM

(B)

STM(B)

STM(B)

STM(B)

STM(B)

STM(B)

STM(B)

STM(B)

STM(B) STM(B) STM(B) STM(B)

STM(B)

STM(B)STM(B) STM(B) STM(B) STM(B)

STM(B)

STM(B)

STM

(B)

STM(B) STM(B) STM(B)

OU OU

OU

OU

OU

OU OU OU OU

OU OU OU

W M

(B)

W M

(B)

W M

(B)

W M(B)

W M(B)

WM(B)

WM(B)

WM(B)

WM(B)

WM(B)

WM(B)

WM(B)

WM(B)

WM(B) WM(B) WM(B) WM(B)

W M

(B

W M

(B

W M

(B

W M

(B

W M

(B

GAS(B)

GAS(B)

GAS(B)

G

AS(B)

G

AS(B)

BFO(B)

BFO(B)

BFO(B)

BFO(B)

BFO(B)

BFO(B)

BFO(B)

BFO(B)

BFO(B)

BFO(B)

BFO(B) BFO(B)

BFO(B)

BFO(B)

BFO(B)

BFO(B)

BFO(B)

BFO

(B)

BFO

(B)

STM

(B)

S(B)

S(B)

S(B)

FM(B)

S(B) S(B) S(B) S(B) S(B) S(B)

STM

(B)

STM

(B)

STM

(B)

STM

(B)

B-10

D-1

W

T T

D

D D

D

W

WPB

S

WPB

S

WPB

S

D

S

PZ-03

11"X20" CM

P

24" RCP

24" RCP

24" RCP

RC

P

36" RCP

24"X3

6" RC

P

18" RCP

6" PCV

18" RCP12"X18" CMP12"X18" CMP12"X18" CMP

19"X30" ERCP

4" P

VC

4"

P

VC

12"X18" CMP

-1

1 2 3 4

9' W I D E D I R T T R A I L

HYDRANT

VALVE

VALVE

VALVE

WATER METER

POWER POLE

POWER POLE

POWER POLE

GATE

SANITARY MANHOLE

TOP 2.24

CATCH BASIN

TOP 1.84

INV. 0.08 (W)

INV. -0.01 (E)

SANITARY

MANHOLE

TOP 2.99

CATCH BASIN

TOP 2.09

INV. -0.24 (W)

INV. 0.00 (E)

CATCH BASIN

TOP 2.13

INV. -0.12 (W)

INV. -0.24 (E)

SPILLWAY

0.21 (N)

0.06 (W) -0.51 (E)

DRAINAGE MANHOLE

TOP 2.98

INV. -1.23 (W)

INV. -1.27 (E)

TOP 2.5 ±

WEIR EL 1.42

DRAINAGE MANHOLE

TOP 2.84

INV. -1.81 (W)

INV. -1.92 (E)

INV. -1.31 (S)

DRAINAGE MANHOLE

TOP 3.65

INV. -1.14 (NW)

INV. -1.21 (E)

INV. -1.62

DRAINAGE MANHOLE

TOP 2.39

BOTTOM -1.37

(INV. INACCESSIBLE)

CATCH BASIN

TOP 1.94

INV. -0.72 (N)

INV. -0.82 (S)

ST

IN

GR

AY

AV

EN

UE

SI

LV

ER

O

AK

S

AV

EN

UE

MU

LL

ET

T

AV

EN

UE

NORTH BANANA RIVER DRIVE

PHYLLIS DRIVE

12" RCP

INV. 0.70 (N)

INV. 0.56 (S)

18" CMP

INV. 0.53 (N)

INV. 0.57 (S)

18" CMP

INV. 0.88 (N)

INV. 1.67 (S)

LIFT STATION

SANITARY MANHOLE

TOP 3.10

SANITARY MANHOLE

TOP 3.98

INV. -1.06

INV. 0.91

PROJECT CONTROL # 1008

SET 90D NAIL, NO ID

N 1464295.75' E 764027.18' Z 3.67'

18" CMP

INV. 0.14 (N)

W/ GUY ANCHORS

POWER POLE

14" WOOD

RETAINING

WALL

DRAINAGE

MANHOLE

TOP 2.78

3.0' x 0.8' SLOT (S)

SLOT EL 1.77 (S)

INV. -1.81 (W)

INV. -1.63 (E)

EXIST. 12" AC

WATER MAIN

EXIST. 12"

FORCE MAIN

EXIST. GAS

EXIST. GAS

EXIST.

FIBER OPTIC

SIDEWALK

SIDEWALK

SIDEWALK

SIDEWALK

OU

OU

OU

OU

OU

2 0 -1

EXIST. R / W

EXIST. R / W

EXIST. R / W

EX

IS

T.

R

/ W

POWER POLES

W/ GUY ANCHOR

O U

W M

(B)

W M

(B

W M

(B

H

Y D W

METER

GAS(B)

GAS(B)

GAS(B)

GAS(B) GAS(B) GAS(B)

GAS(B)

GAS(B)

GAS(B)

GAS(B)

GAS(B)

GAS(B)

FM

(B)

BT(B)

BT(B)

BT(B)

BT(B)

BT(B) BT(B) BT(B) BT(B) BT(B) BT(B) BT(B)

BT(B)

BT(B)

BT(B)

BT(B)

FM(B)

36" RCP

W M

FM

DRAINAGE STRUCTURE

(INV. INACCESSIBLE)

EXISTING

MAINTAINED CANAL

BT(B)

BT(B)

W M

(B

EXIST. 2" COPPER

WATER SERVICE

EXIST. 6" DIP

WATER MAIN

FM

FM

FM

FM

FM

FM

SS

SS SS SS SS

EXIST. 6" FORCE MAIN

EXIST. 6"

FORCE MAIN

FO

FO

FO

FO

FO

FO

FO

FO

(3) 1 1/4" HDPE

DUCTS E/W 144

CT FOC

(3) 1 1/4" HDPE

DUCTS E/W 144

CT FOC

FOC JUNCTION BOX

12 13 13

FLOATING

TURBIDITY

BARRIER

(TO REMAIN)(TO REMAIN)

(TO REMAIN)

(TO REMAIN)

(TO REMAIN)

(TO REMAIN)

(TO REMAIN)

(TO REMAIN)

(TO REMAIN)

(TO REMAIN)

(TO REMAIN)

(TO BE RELOCATED)

EXIST. 24" RCP

(TO REMAIN)

XXXXXXXXXXXXXXXXXX

INLET

PROTECTION

DEVICE

INLET

PROTECTION

DEVICE

EXIST.

SIDEWALK TO

BE REMOVED

SEDIMENT

BARRIER

SEDIMENT

BARRIER

SEDIMENT

BARRIER

SEDIMENT BARRIER

CONST. SOIL TRACKING

PREVENTION DEVICE

EXIST. 24" RCP

(TO BE REMOVED

AND BACKFILL)

N: 1464268.4 E: 763583.8

N: 1464268.4 E: 763623.3

N: 1464268.0 E: 763501.7

N: 1464339.3 E: 763501.6

N: 1464368.0 E: 763479.3

N: 1464302.7 E: 763814.7

N: 1464303.1 E: 763925.2

N: 1464298.3 E: 763944.1

N: 1464298.6 E: 764043.8

N: 1464289.5 E: 764043.8 N: 1464267.5 E: 764000.5

N: 1464276.2 E: 763946.7

N: 1464247.9 E: 763949.9

N: 1464223.8 E: 763957.8

N: 1464224.0 E: 763971.4

N: 1464269.6 E: 763638.4

N: 1464250.3 E: 763726.5

(TO REMAIN)

(TO REMAIN)

(TO REMAIN)

(TO REMAIN)

N: 1464276.6 E: 763975.4

(TO REMAIN)

INLET

PROTECTION

INLET

PROTECTION

INLET

PROTECTION

22 23 24 25 25

TEST HOLE 102 TEST HOLE 104

TEST HOLE 105

TEST HOLE 106

TEST HOLE 107

TEST HOLE 101

TEST HOLE 103

TEST HOLE 108

TEST HOLE 110

TEST HOLE 109

XX

XX

XX

XX

XX

XX

X

(TO BE REMOVED

AND BACKFILL)

EXIST. 36" RCP

(TO BE REMOVED

AND BACKFILL)

X

DEMOLITION AND EROSION

CONTROL (2)

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

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BREVARD COUNTY NATURAL

RESOURCES MANAGEMENT

DEPARTMENT

2725 JUDGE FRAN JAMIESON

WAY BUILDING A, ROOM 219

VIERA, FLORIDA 32940

WSP USA Inc.

5015 S. FLORIDA AVENUE, SUITE 301

LAKELAND, FL 33813

REGISTRY NO. CA-5392

NANDIVADA STORMWATER RETROFIT

E.O.R. TIMOTHY J KELLY

E.O.R. No. 44721

EXISTING MATERIAL TO BE REMOVED

(PAVEMENT/CONC/SHELL/ETC)

XXXXXXXX EXISTING PIPE/STRUCTURE TO BE REMOVED

SEDIMENT BARRIER

INLET PROTECTION

FLOATING TURBIDITY BARRIER

TEST HOLE 101SUE TEST HOLE

EXISTING TREE TO BE REMOVED

Feet 0 40 80

FOR BIDDING

NOTE:

FOR TEST HOLE DATA #101 THROUGH #110

SEE SUE DATA SUMMARY SHEET 8

EXIST. BURIED TELEPHONE

EXIST. BURIED FIBER OPTIC

BT(B)

BFO(B)

GAS(B)

OU

STM(B)

S(B)

WM(B)

FM(B)

EXIST. GAS

EXIST. OVERHEAD UTILITY

EXIST. STORM

EXIST. SANITARY

EXIST. WATER MAIN

EXIST. FORCE MAIN

NOTE:

SEE EXHIBIT-25A SHEET 22 FOR SAW CUT OF

EXISTING ROADWAY AT DRIVEWAY CONNECTION TO

NORTH BANANA RIVER DRIVE. SEE SHEET 12, SITE

AND GEOMETRY PLAN FOR LOCATION OF SAW CUT.

PHASE 2

PHASE 2

PHASE 2

NOTE:

SEE CONSTRUCTION PHASING NOTE ON SHEET 6

DENOTES PHASE 2 CONSTRUCTION AREAS

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

S

HOLE

HOLE

GT-02

GT-01

GT-06

HOLE

GT-05

GT-03

GT-04

PZ-01

PZ-02

PZ-03

W

ETLANDS LINE

WETLANDS LINE 5

5 33

-1

9' W I D E D I R T T R A I L

9' W I D E D I R T T R A I L

33 44 66 77 88

GATE

N. BANANA RIVER D

R.

SITE AREA

(9.12 AC. +/-)

(24-37-31-00-10)

BREVARD CO. PARCEL

(24-37-31-00-4)

(24-37-31-00-39.A-.XA)(24-37-31-00-254)

(24 -3 7-

-8 6- A-

(24

-3 7-

-8 5- A- 9)

(24 -3 7-

-8 5- A- 8)

(24 -3 7-

-8 4- A- 7)

(24 -3 7-

-8 4- A- 6)

(24 -3 7-

-8 4- A- 5)

(24 -3 7-

-8 4- A- 4)

(24 -3 7-

-8 3- A- 3)

(24 -3 7-

-8 3- A- 2)

(24 -3 7-

-8 3- A- 1)

(24 -3 7-

-8 6- A-

(24 -3 7-

-8 6- A-

(24 -3 7-

-8 6- A-

(24 -3 7-

-8 6- A-

(24 -3 7-

-8 6- A-

(24 -3 7-

-8 6- A-

(24 -3 7-

-8 6- A-

(24 -3 7-

-8 2- A-

(24

-3 7-

-8 2- A-

BREVARD CO. PARCEL

(24-37-30-83-P)

BREVARD CO.

PARCEL

(24-37-30-83-A-1.01)

MASTER SITE PLAN 11

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

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BREVARD COUNTY NATURAL

RESOURCES MANAGEMENT

DEPARTMENT

2725 JUDGE FRAN JAMIESON

WAY BUILDING A, ROOM 219

VIERA, FLORIDA 32940

WSP USA Inc.

5015 S. FLORIDA AVENUE, SUITE 301

LAKELAND, FL 33813

REGISTRY NO. CA-5392

NANDIVADA STORMWATER RETROFIT

E.O.R. TIMOTHY J KELLY

E.O.R. No. 44721

Feet 0 120 240

FOR BIDDING

NOTE:

SEE CONSTRUCTION PHASING NOTE ON SHEET 6

PH

AS

E

W

W

S 89°55'01" W 365.93'

HOLE

HOLE

PZ-02

PZ-03

GATE

ST

IN

GR

AY

AV

EN

UE

VEHICLE ACCESS CORRIDOR

(STABILIZED ROAD)

V E H

IC

LE

A

C C E S S C

OR

R

ID

OR

(S

TA

B

IL

IZ

E D R

OA

D

-2 .0 -1

.0 0.

-3 .0

-4 .0

-5 .0

-6 .0

-7 .0

-8 .0

1.

2.

0.0 -1.0

-2.0

1.0 2.0

-3.0-4.0-5.0-6.0 -8.0 -7.0

3.0 4.0

5.0 6.0

6.0

3.0

-8.0

-2.0

2.0 1.0

0.0 -1.0

0.0 -1.0

-2.0

1.0 2.0

-3.0-4.0-5.0-6.0 -8.0 -7.0

2.0 1.0

0.0 -1.0

1.

0.

-1 .0

-7.0-6.0-5.0-4.0-3.0

4.0 5.0

2.

-2.0 -3.0 -4.0 -5.0 -6.0 -7.0 -8.0

2.0

2.0

R50'

R50'

R50'

R75'

+41.42

10.39 RT.

+37.82

15.91 RT.

+35.81

67.23 RT.

+44.48

94.34 RT.

+59.37

92.56 RT.

+54.88

54.84 RT.

+22.48

2.26 RT.

+32.06

54.93 LT.

+15.32

60.78 LT.

+12.03

55.86 LT.

+49.13

14.17 RT.

+47.99

19.03 RT.

NORTH BANANA RIVER DRIVE

SIDEWALK

SIDEWALK

15'

24'

SEE ASPHALT DRIVEWAY

PAVEMENT SECTION PER

EXHIBIT-20 SHEET 21

CONST. 5' WIDE CONCRETE

SIDEWALK PER

EXHIBIT-13 SHEET 21

TRUNCATED DOME

DETECTABLE WARNING

(TYP. EA. SIDE) PER

EXHIBIT-15 SHEET 21

े SURVEY PROPOSED

DIRECTIONAL BORE

STANDARD 12" WIDE PARALLEL WHITE LINE

CROSSWALK PER FDOT INDEX # 711-001

9'

4' 6'

R1-1 STOP SIGN

EXHIBIT-26 SHEET 22

24" WHITE THERMO-PLASTIC STOP

BAR PER FDOT INDEX # 711-001

15'

6'

15'

R30'

R5 0'

R50'

R50'

CONTRACTOR TO RELOCATE

DUAL CURVE CHEVRON

SIGNS (W1-8) IN CONFLICT

WITH DRIVEWAY

CONTRACTOR TO

RELOCATE DUAL CURVE

CHEVRON SIGNS (W1-8)

IN CONFLICT WITH

DRIVEWAY

NOTE: FOR ASPHALT ADJACENT TO EXISTING

ROADWAY, SEE EXHIBIT 25A SHEET 22 FOR

CONSTRUCTION

VEHICLE ACCESS DRIVE

(STABILIZED ROAD)

WATER LINE AND

INGRESS-EGRESS

EASEMENT PER ORB

3421, PAGE 356

20'

PROP. M.H. RIMEXIST. M.H. RIM

* REFERENCE LOCATION ONLY,

SIDEWALK TO BE REMOVED AND

REPLACED TO NEAREST JOINT

11'

2.0

3.

4.0 3.0

R25'

R25'

R

SITE AND GEOMETRY PLAN 12

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

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BREVARD COUNTY NATURAL

RESOURCES MANAGEMENT

DEPARTMENT

2725 JUDGE FRAN JAMIESON

WAY BUILDING A, ROOM 219

VIERA, FLORIDA 32940

WSP USA Inc.

5015 S. FLORIDA AVENUE, SUITE 301

LAKELAND, FL 33813

REGISTRY NO. CA-5392

NANDIVADA STORMWATER RETROFIT

E.O.R. TIMOTHY J KELLY

E.O.R. No. 44721

Feet 0 40 80

FOR BIDDING

NOTE:

SEE CONSTRUCTION PHASING NOTE ON SHEET 6

PH

AS

E

5'

LIMITS OF DRIVEWAY

TYPICAL SECTION (PHASE 1)

LIMITS OF DRIVEWAY TYPICAL SECTION (PHASE 2)

NOTE: PHASE 1 STABILIZED ROAD NEEDS TO

EXTEND TO THE PHASE 1 DRIVEWAY LIMITS

PH

AS

E

PH

AS

E

PH

AS

E

NOTE:

ANY STABILIZED ROADS INSTALLED FOR PHASE 1 SHALL BE CONSTRUCTED

EITHER AT EXISTING GRADE OR INSTALLED WITH CULVERTS UNDERNEATH,

WHERE REQUIRED, TO AVOID OBSTRUCTING DRAINAGE PATTERNS ON THE SITE.

DENOTES PHASE 2 CONSTRUCTION AREAS

CONTRACTOR TO REPAIR AND/OR REPLACE ANY

SIDEWALK THAT IS DAMAGED DURING PHASE 2

CONSTRUCTION.

PHASE 1

PHASE 1

PHASE 1

PHASE 1

PHASE 1

PHASE 1

PHASE 1

PHASE 2

PHASE 1

OU OU OU OU OU OU

B-1

B-2

W

S 30°37'36" E 323.84'

N 84°29'34" E 155.78'

GT-02

GT-01

GT-06

HOLE

GT-05

GT-03

PZ-01

W

ETLANDS LINE

WETLANDS LINE 5

2 3 4 6 7 88

Lat: N028° 21' 41" Long: W080° 40' 15"

Lat: N028° 21' 41" Long: W080° 40' 15"

Lat: N028° 21' 41" Long: W080° 40' 15"

Lat: N028° 21' 41" Long: W080° 40' 15"

Lat: N028° 21' 41" Long: W080° 40' 15"

Lat: N028° 21' 41" Long: W080° 40' 15"

Lat: N028° 21' 41" Long: W080° 40' 15"

Lat: N028° 21' 41" Long: W080° 40' 14"

Lat: N028° 21' 40" Long: W080° 40' 14"

Lat: N028° 21' 40" Long: W080° 40' 14"

Lat: N028° 21' 40" Long: W080° 40' 14"

Lat: N028° 21' 40" Long: W080° 40' 14"

Lat: N028° 21' 40" Long: W080° 40' 13"

Lat: N028° 21' 40" Long: W080° 40' 13"

Lat: N028° 21' 40" Long: W080° 40' 13"

Lat: N028° 21' 40" Long: W080° 40' 13"

Lat: N028° 21' 39" Long: W080° 40' 13"

Lat: N028° 21' 39" Long: W080° 40' 13"

Lat: N028° 21' 39" Long: W080° 40' 13"

Lat: N028° 21' 38" Long: W080° 40' 13"

Lat: N028° 21' 39" Long: W080° 40' 14"

Lat: N028° 21' 39" Long: W080° 40' 12"Lat: N028° 21' 39"

Long: W080° 40' 13"

Lat: N028° 21' 41" Long: W080° 40' 15"

PLAN (1) 13

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

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XXXXXXXX

BREVARD COUNTY NATURAL

RESOURCES MANAGEMENT

DEPARTMENT

2725 JUDGE FRAN JAMIESON

WAY BUILDING A, ROOM 219

VIERA, FLORIDA 32940

WSP USA Inc.

5015 S. FLORIDA AVENUE, SUITE 301

LAKELAND, FL 33813

REGISTRY NO. CA-5392

NANDIVADA STORMWATER RETROFIT

E.O.R. TIMOTHY J KELLY

E.O.R. No. 44721

Feet 0 40 80

OU OU OU OUOU OU OU OU OUOU OU OU OU OU OU

B-8

B-6

B-5

B-4

B-3

W

S 89°55'03" W 1076.83'

N 89°31'52" E 1263.40'

GT-06

GT-04

PZ-02

5 33

9' W I D E D I R T T R A I L

V E H

IC

LE

A

C C E S S C

OR

R

ID

OR

(S

TA

B

IL

IZ

E D R

OA

D

2.52.7

2.7 2.5

1:4

1.

2.

END OF PIPE TO BE

TEMPORARY CAPPED,

INV. EL -1.30

(CONTRACTOR TO PROVIDE

ABOVE GROUND MARKER)

CONST. 18" (SDR 11)

HDPE (OPEN CUT)

1:15

C

STABILIZED

TURN AROUND

(60' x 120')

3.0

3.0

C

N: 1464207.5 E: 763025.6

N: 1464087.5 E: 763025.5

N: 1464212.8 E: 763053.7

S-2 STA 11+83.39 (-14.90 Lt.)

CONST. Index No. 425-052 & 524-001 - Ditch Bottom Inlet - Type C W/ Conc. Ditch Pavement All Sides

GRATE = 2.20

2' WIDE SLOT EL 1.7 W

FL -2.50 N

FL -2.50 S

FL -1.4± NW (EXIST. 24")

FL -1.50 S

PLAN (2) 14

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

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XXXXXXXX

BREVARD COUNTY NATURAL

RESOURCES MANAGEMENT

DEPARTMENT

2725 JUDGE FRAN JAMIESON

WAY BUILDING A, ROOM 219

VIERA, FLORIDA 32940

WSP USA Inc.

5015 S. FLORIDA AVENUE, SUITE 301

LAKELAND, FL 33813

REGISTRY NO. CA-5392

NANDIVADA STORMWATER RETROFIT

E.O.R. TIMOTHY J KELLY

E.O.R. No. 44721

Feet 0 40 80

FOR BIDDING

EXIST. BURIED TELEPHONE

EXIST. BURIED FIBER OPTIC

BT(B)

BFO(B)

GAS(B)

OU

STM(B)

S(B)

WM(B)

FM(B)

EXIST. GAS

EXIST. OVERHEAD UTILITY

EXIST. STORM

EXIST. SANITARY

EXIST. WATER MAIN

EXIST. FORCE MAIN

PROP. STORM (RCP)

PROP. DREDGE DEWATERING

DISCHARGE (HDPE)

LEGEND:

6.0 2.5

PROP. CONTOUR

EXIST. CONTOUR

PROP. SPOT ELEVATION

EXIST. OVERHEAD UTILITY NOTE:

SEE CONSTRUCTION PHASING NOTE ON SHEET 6

PHASE 1

PHASE 1

PHASE 1

PH

AS

E

NOTE:

ANY STABILIZED ROADS INSTALLED FOR PHASE 1

SHALL BE CONSTRUCTED EITHER AT EXISTING

GRADE OR INSTALLED WITH CULVERTS

UNDERNEATH, WHERE REQUIRED, TO AVOID

OBSTRUCTING DRAINAGE PATTERNS ON THE SITE.

DENOTES PHASE 2 CONSTRUCTION AREAS

4.6

+50

GAS(B)

GAS(B)

GAS(B)

GAS(B)

GAS(B)

STM(B)

STM(B)

STM(B)

OU OU

OUOU OU OU OU OU OU OU OU OU OU OU OU

W M(B)

W M(B)

WM(B)

WM(B)

WM(B)

WM(B)

WM(B)

BFO(B)

BFO(B)

BFO(B)

BFO(B)

BFO(B)

BFO(B)

BFO(B)

FM(B)

B-10

D-1

B-11

B-9

B-8

B-7

W

W

T T

D

D

S 89°55'01" W 365.93'

HOLE

HOLE

PZ-02

PZ-03

24" RCP

12"X18" CMP

-1

9' W I D E D I R T T R A I L

VALVE

POWER POLE

POWER POLE

GATE

DRAINAGE MANHOLE

TOP 3.65

INV. -1.14 (NW)

INV. -1.21 (E)

DRAINAGE MANHOLE

TOP 2.39

BOTTOM -1.37

(INV. INACCESSIBLE)

ST

IN

GR

AY

AV

EN

UE

18" CMP

INV. 0.14 (N)

W/ GUY ANCHORS

EXIST. 12"

FORCE MAIN

EXIST. GAS

EXIST.

FIBER OPTIC

SIDEWALK

OU

OU

OU3

EXIST. R / W

EXIST. R / W

POWER POLES

W/ GUY ANCHOR

O U

GAS(B)

GAS(B)

GAS(B)

GAS(B)

FM

(B)

BT(B)

BT(B)

BT(B)

BT(B)

BT(B)

FM(B)

W M

FM

BT(B)

BT(B)

FM

FM

SS SS

EXIST. 6"

FORCE MAIN

FO

FO

FO

FO

FO

FO

(3) 1 1/4" HDPE

DUCTS E/W 144

CT FOC

CONST. 92'-24" RCP

@ 1.09%

S-2

S-6 S-7

S-1

S-5

S-5

STA 10+09.07 (0.00 )

CONST. Index No. 425-001 & 425-010 - Type J7 Manhole (1 or 2-Piece Cover (Center), 4'x4' Rectangular Bottom)

RIM = 3.00

FL -0.90 W

FL -0.90 N

S-4 STA 10+09.01 (-16.05 Lt.)

CONST. Index No. 425-052 & 524-001 - Ditch Bottom Inlet - Type D W/ Conc. Ditch Pavement All Sides

GRATE = 1.90

(W) SLOT EL 0.85 W (W/ SKIMMER)

SLOT WIDTH (4'-0")

FL -0.85 E

S-6 STA 12+00.00 (0.00 Rt.)

CONST. Index No. 425-001 & 425-010 - Type J7 Manhole (1 or 2-Piece Cover (Edge), 4'x4' Rectangular Bottom)

RIM = 2.95

FL -1.10 S

FL -1.10 E

VEHICLE ACCESS CORRIDOR

(STABILIZED ROAD)

WATER LINE AND

INGRESS-EGRESS

EASEMENT PER ORB

3421, PAGE 356

20'

12 13

(TO REMAIN)

PROJECT AREA

PROJECT AREA

(3.40± AC.)

IMPERVIOUS

AREA (3,581 SF)

V E H

IC

LE

A

C C E S S C

OR

R

ID

OR

(S

TA

B

IL

IZ

E D R

OA

D

2.95

2.95

2.95 3.20

3.20

3.35

3.15

2.95 3.20

3.0 3.2

2.5

2.7

2.5

2.72.7

2.5

2.52.7

2.7 2.5

EXIST. 24" RCP

(TO REMAIN)

(TO REMAIN)

A

B B

3.0 3.2

1:

1:

1:

1:

1:

1:

1:

1:

1:41:21:4 1:2

1:

CONST. 67 LF-19"X30" ERCP

@ 0.10%

CONST. 191 LF-19"X30" ERCP

@ 0.10%

CONST. 16 LF-19"X30" ERCP

@ 0.31%

CONST. 67'-24" RCP

@ 0.75%

-2 .0 -1

.0 0.

-3 .0

-4 .0

-5 .0

-6 .0

-7 .0

-8 .0

1.

2.

0.0 -1.0

-2.0

1.0 2.0

-3.0-4.0-5.0-6.0 -8.0 -7.0

3.0 4.0

5.0 6.0

6.0

3.0

-8.0

-2.0

2.0 1.0

0.0 -1.0

0.0 -1.0

-2.0

1.0 2.0

-3.0-4.0-5.0-6.0 -8.0 -7.0

2.0 1.0

0.0 -1.0

1.

0.

-1 .0

-7.0-6.0-5.0-4.0-3.0

4.0 5.0

2.

-2.0 -3.0 -4.0 -5.0 -6.0 -7.0 -8.0

(16' MIN.) VEGETATED

EARTHEN BERM

11' ACCESS DRIVE

(STABILIZED ROAD)

2.0

2.0

े SURVEY PROPOSED STORM

CONST. 18" (SDR 11) HDPE

(OPEN CUT) (40' MIN. RADIUS)

CONST. 18" (SDR 11) HDPE

(DIRECTIONAL BORE)

SEE SHEET 18

(SEE NOTE 27 SHEET 6)

CONST. 525 LF (TOTAL) 18"

(SDR 11) HDPE (OPEN CUT)

24" MIN. COVER

45° ELL BUTT FUSION

(HDPE WELDING)

CONST. 18" (SDR 11)

HDPE (OPEN CUT)

(40' MIN. RADIUS)

1:151:15

CONST. 34 LF-19"X30" ERCP

@ 0.09%

NEW -1.20 (W)

S-7

STA 12+67.00 (0.00 )

CONST. Index No. 425-001 & 425-010 - Type P7 Manhole (1 or 2-Piece Cover (Center), 4' Round Bottom)

RIM = 3.45 (NEENAH FOUNDARY CO. # R-2554

Catch Basin Frame, Grate)

FL -1.17 W

FL -1.17 E

CC

Lat: N028° 21' 39" Long: W080° 39' 58"

Lat: N028° 21' 42" Long: W080° 39' 59"

Lat: N028° 21' 41" Long: W080° 39' 58"

Lat: N028° 21' 41" Long: W080° 39' 58"

Lat: N028° 21' 41" Long: W080° 39' 59"

Lat: N028° 21' 42" Long: W080° 39' 58"

2.0

CONST. 45 LF-12"X18" ERCP

@ 1.11%

S-9

S-8

3.

S-2 STA 11+83.39 (-14.90 Lt.)

CONST. Index No. 425-052 & 524-001 - Ditch Bottom Inlet - Type C W/ Conc. Ditch Pavement All Sides

GRATE = 2.20

2' WIDE SLOT EL 1.7 W

FL -2.50 N

FL -2.50 S

S-1 STA 12+04.11 (-73.30 Lt.)

CONST. Index No. 425-001 & 425-010 - Type J7 Manhole (1 or 2-Piece Cover (Edge), Round Bottom) RIM = 2.60 (Rim shall not be placed in sidewalk)

FL -1.4± NW (EXIST. 24")

FL -1.50 S

A

2.9 2.5

4.0 3.0

15' SETBACK

Lat: N028° 21' 41" Long: W080° 40' 03"

S-9 STA 9+83.64 (-23.69 Lt.)

CONST. Index No. 430-021 - Cross Drain MES with 1:4 Slope - Single Elliptical Conc. Pipe

FL -0.50 SE

S-8 STA 9+51.35 (7.62 Rt.)

CONST. Index No. 425-052 - Ditch Bottom Inlet - Type C

GRATE = 2.00

(S) SLOT EL 1.50

SLOT WIDTH (2'-0")

FL 0.00 NW

S-4

3.40

3.4

3.4

2.5 2.3 2.1

S-3

S-3 STA 11+20.05 (-36.13 Lt.)

CONST. Index No. 430-021 - Cross Drain MES with 1:2 Slope - Single Round Conc. Pipe

FL -3.00 N

PLAN (3) 15

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

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XXXXXXXX

BREVARD COUNTY NATURAL

RESOURCES MANAGEMENT

DEPARTMENT

2725 JUDGE FRAN JAMIESON

WAY BUILDING A, ROOM 219

VIERA, FLORIDA 32940

WSP USA Inc.

5015 S. FLORIDA AVENUE, SUITE 301

LAKELAND, FL 33813

REGISTRY NO. CA-5392

NANDIVADA STORMWATER RETROFIT

E.O.R. TIMOTHY J KELLY

E.O.R. No. 44721

Feet 0 40 80

FOR BIDDING

EXIST. BURIED TELEPHONE

EXIST. BURIED FIBER OPTIC

BT(B)

BFO(B)

GAS(B)

OU

STM(B)

S(B)

WM(B)

FM(B)

EXIST. GAS

EXIST. OVERHEAD UTILITY

EXIST. STORM

EXIST. SANITARY

EXIST. WATER MAIN

EXIST. FORCE MAIN

PROP. STORM (RCP)

PROP. DREDGE DEWATERING

DISCHARGE (HDPE)

LEGEND:

6.0 2.5

PROP. CONTOUR

EXIST. CONTOUR

PROP. SPOT ELEVATION

EXIST. OVERHEAD UTILITY

NOTE:

SEE CONSTRUCTION PHASING

NOTE ON SHEET 6

PH

AS

E

PH

AS

E

PH

AS

E

PH

AS

E

PH

AS

E

PH

AS

E

PH

AS

E

PH

AS

E

PH

AS

E

PH

AS

E

PH

AS

E

PH

AS

E

PHASE 2

PHASE 2

PHASE 2

PHASE 2

PHASE 1

PHASE 1PHASE 1

PHASE 1

PHASE 1

PHASE 2

PH

AS

E

PHASE 2

5'

NOTE:

ANY STABILIZED ROADS INSTALLED FOR PHASE 1 SHALL BE CONSTRUCTED

EITHER AT EXISTING GRADE OR INSTALLED WITH CULVERTS UNDERNEATH,

WHERE REQUIRED, TO AVOID OBSTRUCTING DRAINAGE PATTERNS ON THE SITE.

DENOTES PHASE 2 CONSTRUCTION AREAS

NOTE:

CONTRACTOR TO REPAIR AND/OR REPLACE ANY SIDEWALK

THAT IS DAMAGED DURING PHASE 2 CONSTRUCTION.

AutoCAD SHX Text S

+50

GAS(B)

GAS(B)

GAS(B)

GAS(B)

GAS(B)

GAS(B) GAS(B) GAS(B) GAS(B)

GAS(B)

GAS(B) GAS(B)

GAS(B)

GAS(B)

G

AS(B) BF

O

(B

S( B)

S( B)

S( B)

STM

(B)

STM(B)

STM(B)

STM(B)

STM(B)

STM(B) STM(B) STM(B) STM(B)

STM(B)

STM(B)STM(B)

STM(B) STM(B) STM(B)

STM(B)

STM(B)

STM

(B)

STM(B) STM(B) STM(B)

OU OU

OU

OU

OU

OU OU OU OU

OU OU OU

W M

(B)

W M

(B)

W M

(B)

W M(B)

W M(B)

WM(B)

WM(B)

WM(B)

WM(B)

WM(B)

WM(B)

WM(B)

WM(B)

WM(B) WM(B) WM(B) WM(B)

W M

(B

W M

(B

W M

(B

W M

(B

W M

(B

GAS(B)

GAS(B)

GAS(B)

G

AS(B)

G

AS(B)

BFO(B)

BFO(B)

BFO(B)

BFO(B)

BFO(B)

BFO(B)

BFO(B)

BFO(B)

BFO(B)

BFO(B)

BFO(B) BFO(B)

BFO(B)

BFO(B)

BFO(B)

BFO(B)

BFO(B)

BFO

(B)

BFO

(B)

STM

(B)

S(B)

S(B)

S(B)

FM(B)

S(B) S(B) S(B) S(B) S(B) S(B)

STM

(B)

STM

(B)

STM

(B)

STM

(B)

STM

(B)

STM

(B)

STM

(B)

STM

(B)

B-10

D-1

W

T T

2 OC

3.34

2.58

D

D D

D

W

WPB

S

WPB

S

WPB

S

D

S

2.97

2.10

1.93

2.72

1.82

2.65

6 E 2.65

PZ-03

11"X20" CM

P

24" CM

P

24" RCP

24" RCP

RC

P

36" RCP

24"X3

6" RC

P

18" RCP

6" PCV

18" RCP12"X18" CMP12"X18" CMP12"X18" CMP

19"X30" ERCP

4" P

VC

4"

P

VC

12"X18" CMP

1 2 3 4

9' W I D E D I R T T R A I L

HYDRANT

VALVE

VALVE

VALVE

WATER METER

POWER POLE

POWER POLE

POWER POLE

GATE

SANITARY MANHOLE

TOP 2.24

CATCH BASIN

TOP 1.84

INV. 0.08 (W)

INV. -0.01 (E)

SANITARY

MANHOLE

TOP 2.99

CATCH BASIN

TOP 2.09

INV. -0.24 (W)

INV. 0.00 (E) CATCH BASIN

TOP 2.13

INV. -0.12 (W)

INV. -0.24 (E)

SPILLWAY

0.21 (N)

0.06 (W) -0.51 (E)

DRAINAGE MANHOLE

TOP 2.98

INV. -1.23 (W)

INV. -1.27 (E)

DRAINAGE MANHOLE

TOP 2.84

INV. -1.81 (W)

INV. -1.92 (E)

INV. -1.31 (S)

DRAINAGE MANHOLE

TOP 3.65

INV. -1.14 (NW)

INV. -1.21 (E)

INV. -1.62

DRAINAGE MANHOLE

TOP 2.39

BOTTOM -1.37

(INV. INACCESSIBLE)

CATCH BASIN

TOP 1.94

INV. -0.72 (N)

INV. -0.82 (S)

ST

IN

GR

AY

AV

EN

UE

SI

LV

ER

O

AK

S

AV

EN

UE

MU

LL

ET

T

AV

EN

UE

NORTH BANANA RIVER DRIVE

PHYLLIS DRIVE

12" RCP

INV. 0.70 (N)

INV. 0.56 (S)

18" CMP

INV. 0.53 (N)

INV. 0.57 (S)

18" CMP

INV. 0.88 (N)

INV. 1.67 (S)

LIFT STATION

SANITARY MANHOLE

TOP 3.10

SANITARY MANHOLE

TOP 3.98

INV. 0.91

PROJECT CONTROL # 1008

SET 90D NAIL, NO ID

N 1464295.75' E 764027.18' Z 3.67'

18" CMP

INV. 0.14 (N)

W/ GUY ANCHORS

POWER POLE

DRAINAGE

MANHOLE

TOP 2.78

3.0' x 0.8' SLOT (S)

SLOT EL 1.77 (S)

INV. -1.81 (W)

INV. -1.63 (E)

EXIST. 12" AC

WATER MAIN

EXIST. 12"

FORCE MAIN

EXIST. GAS

EXIST. GAS

EXIST.

FIBER OPTIC

SIDEWALK

SIDEWALK

SIDEWALK

OU

OU

OU

OU

OU

2 0 -1

EXIST. R / W

EXIST. R / W

EXIST. R / W

EX

IS

T.

R

/ W

POWER POLES

W/ GUY ANCHOR

O U

W M

(B)

W M

(B

W M

(B

H

Y D W

METER

GAS(B)

GAS(B)

GAS(B)

GAS(B) GAS(B) GAS(B)

GAS(B)

GAS(B)

GAS(B)

GAS(B)

GAS(B)

GAS(B)

FM

(B)

BT(B)

BT(B)

BT(B)

BT(B)

BT(B) BT(B) BT(B) BT(B) BT(B) BT(B) BT(B)

BT(B)

BT(B)

BT(B)

BT(B)

FM(B)

W M

FM

EXISTING

MAINTAINED CANAL

BT(B)

BT(B)

W M

(B

EXIST. 2" COPPER

WATER SERVICE

EXIST. 6" DIP

WATER MAIN

FM

FM

FM

FM

FM

FM

SS

SS SS SS SS

EXIST. 6" FORCE MAIN

EXIST. 6"

FORCE MAIN

FO

FO

FO

FO

FO

FO

FO

FO

(3) 1 1/4" HDPE

DUCTS E/W 144

CT FOC

(3) 1 1/4" HDPE

DUCTS E/W 144

CT FOC

FOC JUNCTION BOX

CONST. 92'-24" RCP

@ 1.09%

S-2

S-6 S-7

S-1

12 13

(TO REMAIN)

PROJECT AREA

(3.40± AC.)

IMPERVIOUS

AREA (3,581 SF)

NORMAL WET SEASON WATER SURFACE

ELEV. 0.85' (PER BREVARD COUNTY)

2.95

2.95

2.95 3.20

3.20

3.35

3.15

2.95 3.20

EXIST. 24" RCP

(TO REMAIN)

(TO REMAIN)

3.0 3.2

1:

1:

1:

1:

1:

CONST. 67 LF-19"X30" ERCP

@ 0.10%

CONST. 191 LF-19"X30" ERCP

@ 0.10%

CONST. 16 LF-19"X30" ERCP

@ 0.31%

CONST. 67'-24" RCP

@ 0.75%

2.

2.0

2.0

1.

0.

-1 .0

2.0

2.0

े SURVEY PROPOSED

DIRECTIONAL BORE

े SURVEY PROPOSED STORM

S-10

RECONSTRUCT

CONCRETE SIDEWALK

CONST. 18" (SDR 11)

HDPE (OPEN CUT)

CONST. 18" (SDR 11) HDPE

(OPEN CUT) (40' MIN. RADIUS)

CONST. 18" (SDR 11) HDPE

(DIRECTIONAL BORE)

SEE SHEET 18

(SEE NOTE 27 SHEET 6)

45° ELL BUTT FUSION

(HDPE WELDING)

1:15

S-10

STA 24+94.00 (0.00 )

CONST. Index No. 430-011 - U-Type Concrete Endwall With Baffles - 18" Dia. Pipe (1:2 Slope)

FL -1.00 W

CONST. 34 LF-19"X30" ERCP

@ 0.09%

NEW -1.20 (W)

S-7

STA 12+67.00 (0.00 )

CONST. Index No. 425-001 & 425-010 - Type P7 Manhole (1 or 2-Piece Cover (Center), 4' Round Bottom)

RIM = 3.45 (NEENAH FOUNDARY CO. # R-2554

Catch Basin Frame, Grate)

FL -1.17 W

FL -1.17 E

22 23 24 25 25

OPEN CUT AND PATCH PER

EXHIBIT 25A SHEET 22

NOTE:

FOR ADDITIONAL DRAINAGE STRUCTURE DATA SEE SHEET 15

C NOTE:

BETWEEN S-6 AND S-7 AT

PROPOSED 19"X30" ERCP AND

EXIST. 12" FORCEMAIN CROSSING,

CONCRETE SUPPORT CRADLE PER

DETAIL US-66 SHEET 23 SHALL

BE PROVIDED IF LESS THAN 2'

SEPARATION.

3.40

3.4

S-3

GATE

ST

IN

GR

AY

AV

EN

UE

2.95

2.95

2.95 3.20

3.20

3.35

3.15

2.0

2.0

3.50

3.50

3.50

3.59

3.20

3.20

2.60

2.69

MATCH EXIST. SIDEWALK (TO BE

REMOVED AND REPLACED TO

NEAREST JOINT) (TYP.)

CONST. 5' WIDE CONCRETE

SIDEWALK PER EXHIBIT-13

SHEET 21 (2.0% MAX.

CROSS SLOPE, 5.0% MAX.

LOGITUDINAL SLOPE)

PROP. DRAINAGE MANHOLE S-1

(RIM SHALL BE OFFSET FROM

CENTER OF BOX AND NOT BE

PLACED IN SIDEWALK)

EXIST. R/W

EXIST. R/W

PLAN (4) 16

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

C:\Civil 3D Home 2020 Projects\600731.1 Brevard County Nandivada Stormwater Treatment\dwg\600731.1 BASE.dwg1/2/2025 2:03:14 PM

TH

E O

F F

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IA

L

R E C

OR

D O

F T

H

IS

S H E E T

IS

T

H E E

LE

C

TR

ON

IC

F

IL

E D

IG

IT

AL

LY

S

IG

N E D A

N D S

E

AL

E D U

N D E R R

U

LE

1G

-2

3.

4, F

.A .C

SHT. NO.CIP NO.

XXXXXXXX

BREVARD COUNTY NATURAL

RESOURCES MANAGEMENT

DEPARTMENT

2725 JUDGE FRAN JAMIESON

WAY BUILDING A, ROOM 219

VIERA, FLORIDA 32940

WSP USA Inc.

5015 S. FLORIDA AVENUE, SUITE 301

LAKELAND, FL 33813

REGISTRY NO. CA-5392

NANDIVADA STORMWATER RETROFIT

E.O.R. TIMOTHY J KELLY

E.O.R. No. 44721

Feet 0 40 80

FOR BIDDING

EXIST. BURIED TELEPHONE

EXIST. BURIED FIBER OPTICBFO(B)

S(B)

EXIST. GAS

EXIST. OVERHEAD UTILITY

EXIST. STORM

EXIST. SANITARY

EXIST. WATER MAIN

EXIST. FORCE MAIN

PROP. STORM (RCP)

PROP. DREDGE DEWATERING

DISCHARGE (HDPE)

LEGEND:

6.0 2.5

PROP. CONTOUR

EXIST. CONTOUR

PROP. SPOT ELEVATION

EXIST. OVERHEAD UTILITY

ENTRANCE / SIDEWALK

GRADING DETAIL

NOTE:

SEE CONSTRUCTION PHASING NOTE ON SHEET 6

PH

AS

E

PH

AS

E

PHASE 2

PHASE 2

PHASE 2

PHASE 2

PHASE 2

PHASE 2

PHASE 2

PHASE 1

PHASE 1

PHASE 1

PHASE 1

PHASE 1

PHASE 1

PHASE 1

PHASE 1

PHASE 1

PHASE 1

PHASE 2

5'

LIMITS OF DRIVEWAY

TYPICAL SECTION (PHASE 1)

5'

NOTE:

ANY STABILIZED ROADS INSTALLED FOR PHASE 1 SHALL BE CONSTRUCTED

EITHER AT EXISTING GRADE OR INSTALLED WITH CULVERTS UNDERNEATH,

WHERE REQUIRED, TO AVOID OBSTRUCTING DRAINAGE PATTERNS ON THE SITE.

DENOTES PHASE 2 CONSTRUCTION AREAS

NOTE

CONTRACTOR TO REPAIR AND/OR REPLACE ANY

SIDEWALK THAT IS DAMAGED DURING PHASE 2

CONSTRUCTION.

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text 3.47±

AutoCAD SHX Text 3.48±

10+00 11+00 12+00 13+00

FO

R C

EM

A

IN

3" M

ET

A L

G A S

FI

B

ER

O

PT

IC

(A

SS

U M

ED

D

EP

TH

S-6 S-7

Elev. -1.10

Elev. -1.17

Elev. -1.10Elev. -0.90

PROPOSED DRIVE

S-5

CONST. 191 LF-19"X30" ERCP

@ 0.10%

CONST. 67 LF-19"X30" ERCP

@ 0.10%

EXIST. GRADE

PROPOSED GRADE

CONST. 34 LF-19"X30" ERCP

@ 0.09%

Elev. -1.20

EXIST. 24" RCP

8" W

A

TE

R M

A

IN

EXIST. 36"

RCP (TO BE

REMOVED)

EXIST. STRUCTURE

CONCRETE SUPPORT CRADLE PER

DETAIL US-66 SHEET 23 SHALL BE

PROVIDED IF LESS THAN 2' SEPARATION.

11+16.04

℄ CONST. Proposed Storm

-5

-5

0 1001020304050

11+83.39

℄ CONST. Proposed Storm

-5

-5

0 100102030

12+00.00

℄ CONST. Proposed Storm

-5

-5

0 10 2001020

12+67.00

℄ CONST. Proposed Storm

-5

-5

0 10 2001020

12+04.11

℄ CONST. Proposed Storm

-5

-5

0 100102030405060708090

10+09.07

℄ CONST. Proposed Storm

-5

-5

0 100102030

19"x30" ERCP

19"x30" ERCP

19"x30" ERCP

19"x30" ERCP

TO

S-6

FROM

S-224" RCP

19"x30" ERCP

FROM

S-1

TO

S-3

FROM

S-5

TO

S-7 19"x30" ERCP

24" RCP

24" RCP

TO

S-2

24" RCP

EXIST.

24" RCP

19"x30" ERCP

FROM

S-6

S-5

STA 10+09.07 (0.00 )

CONST. Index No. 425-001 & 425-010 - Type J7 Manhole (1 or 2-Piece Cover (Center), 4'x4' Rectangular Bottom)

RIM = 3.00

FL -0.90 W

FL -0.90 N

S-4 STA 10+09.01 (-16.05 Lt.)

CONST. Index No. 425-052 & 524-001 - Ditch Bottom Inlet - Type D W/ Conc. Ditch Pavement All Sides

GRATE = 1.90

SLOT EL 0.85 W (W/ SKIMMER)

SLOT WIDTH (4'-0")

FL -0.85 E

S-2 STA 11+83.39 (-14.90 Lt.)

CONST. Index No. 425-052 & 524-001 - Ditch Bottom Inlet - Type C W/ Conc. Ditch Pavement All Sides

GRATE = 2.20

2' WIDE SLOT EL 2.0 W

FL -2.50 N

FL -2.50 S

S-6

STA 12+00.00 (0.00 )

CONST. Index No. 425-001 & 425-010 - Type J7 Manhole (1 or 2-Piece Cover (Edge), 4'x4' Rectangular Bottom)

RIM = 2.95

FL -1.10 S

FL -1.10 E

S-1 STA 12+04.11 (-73.30 Lt.)

CONST. Index No. 425-001 & 425-010 - Type J7 Manhole (1 or 2-Piece Cover (Edge), Round Bottom) RIM = 2.60 (Rim shall not be placed in sidewalk)

FL -1.4± NW (EXIST. 24")

FL -1.50 S

S-7

STA 12+67.00 (0.00 )

CONST. Index No. 425-001 & 425-010 - Type P7 Manhole (1 or 2-Piece Cover (Center), 4' Round Bottom)

RIM = 3.45 (NEENAH FOUNDARY CO. # R-2554

Catch Basin Frame, Grate)

FL -1.17 W

FL -1.17 E

18" HDPE

13+01.60

℄ CONST. Proposed Storm

-5

-5

0 10 2001020

TO

EXIST

M.H.

STA 13+01.60 (7.98 Rt.)

Existing Drainage Manhole

TOP = 3.65

FL -1.20 E (PROP. 19"X30")

FL -1.21E (EXIST. 24")

19"x30" ERCP

EXIST.

24" RCP

(TO…