GROUP4-10-R-JO40_Revision_0001.pdf

GROUP4-10-R-J040 SF 1442-A1 Revision 0001

ADDENDUM TO THE STANDARD FORM 1442

Shore Protection Project, Brevard County, Florida, Beach Renourishment 2017, North Reach and South Reach

SPECIAL NOTIFICATION: THIS OPPORTUNITY IS AVAILABLE ONLY TO THE FOLLOWING

CONTRACTORS AWARDED A CONTRACT UNDER SOLICITATION NUMBER

W912EP-10-R-0026: Orion Marine Construction (W912EP-13-D-0003); Cavache, Inc.

(W912EP-13-D-0004); Cashman Dredging & Marine Contracting (W912EP-13-D-0005);

Cottrell Contracting Corporation (W912EP-13-D-0006); Great Lakes Dredge & Dock Company, LLC (W912EP-13-D-0007); Dutra Dredging Company (W912EP-13-D-0008);

Marinex Construction, Inc. (W912EP-13-D-0009); Norfolk Dredging Company (W912EP-13- D-0010); Mike Hooks, Inc. (W912EP-13-D-0011); Weeks Marine, Inc. (W912EP-13-D-0012);

Southern Dredging Co., Inc. (W912EP-13-D-0013); Manson Construction Company (W912EP-13-D-0014); C. F. Bean LLC (W912EP-13-D-0015) PROPOSALS WILL NOT BE

CONSIDERED FROM ANY ENTITY OTHER THAN THE PREVIOUSLY LISTED FIRMS

INCLUDED IN THE Group 4 Dredging MATOC Pool.

TECHNICAL EVALUATION: The award of the task order will be made on the basis of Lowest Price, Technical Acceptable (LPTA); the technical evaluation factors are:

(1) Availability of technically acceptable dredge(s) as stated in section 00100B (c) within the base MATOC.

(2) Past performance, to include the MATOC (The government reserves the right to obtain copies of all Construction Contract Administration Support System (CCASS) records contained in the US Army Corps of Engineers CCASS database for the Prime Contractor (Offeror) and all Major Sub-Contractors).

PRICE EVALUATION: The award of the task order will be made on the basis of Lowest Price, Technical Acceptable (LPTA); the price evaluation factor is:

(1) Price will be evaluated as total base (Line Items 0001 through 0022 0024).

SUBMISSION REQUIREMENTS: Contractors are required to submit the following:

(1) A letter on company letterhead identifying the dredge(s) the contractor proposes to do the work and the location of dredge(s). The identified dredge(s) must also have been found technically acceptable by the Contracting Officer prior to the proposal due date.

(2) Completed Bid Schedule (see Section 00010A)

(3) Bid Guarantee per Section 00700, Clause 52.228-1 and Section 00100A, Paragraph 2.4(c) of the MATOC

(4) Completed “Addendum to the Standard Form 1442 with the latest revision”.

(5) Revisions – Offers must acknowledge receipt of this Revision by completing “Notice to Offerors--Blocks 14, 15 and 20” of each revision.

THE FOLLOWING INFORMATION IS APPLICABLE ONLY TO THIS TASK ORDER:

Block 9 -- For additional information contact:

John Vohlken 904-232-1884 john.d.vohlken@usace.army.mil.

GROUP4-10-R-J040 SF 1442-A2 Revision 0001

Block 10 -- Magnitude of Construction is between $10,000,000.00 and $20,000,000.00.

Block 11 -- The Contractor shall begin performance within 45 calendar days and complete it within 150 calendar days after receiving notice to proceed. This performance period is mandatory. NOTE: If there are optional line items, refer to FAR 52.211-10 for breakdown of period of performance.

Block 12 -- The contractor must furnish any required performance and payment bonds within 10 calendar days after award of the task order.

Block 13 -- Sealed offers to perform the work required shall be delivered to the following address not later than October 25, 2017, at 2:00 P.M. Local Time

U.S. Army Corps of Engineers Jacksonville Regional Contracting Center (CESAJ-CT-C) Prudential Office Building 701 San Marco Blvd.

Jacksonville, Florida 32207-8175

NOTICE TO OFFERORS: Offerors are to complete Blocks 14, 15, and 20 below:

Block 14 -- Name and Address of Offeror (including Zip Code):

DUNS: ___________________ CAGE: _______________

Block 15 -- Telephone No. (include area code): _____________________

Block 20 -- Name and Title of Person Authorized to Sign Offer (type or print):

Type/Print ________________________________________________

Signature: ________________________________________________ e-Mail: ________________________________________________

Offer Date: _______________________________________________

Block 26 -- This Task Order will be administered by:

TAMPA PROJECT OFFICE

U.S. ARMY CORPS OF ENGINEERS (CESAJ-CD-GT)

4211 WEST BOY SCOUT BLVD., SUITE 170

TAMPA, FL 33607-5767

PHONE: (813) 348-0690

Block 27 -- Payment will be made by:

USACE Finance Center 5722 Integrity Drive

ATTN: CEFC-AO-P

Millington, TN 38054-5005

GROUP4-10-R-JO40 Revision 0001

SF 30 CONTINUATION SHEET

Shore Protection Project, Brevard County, Florida, Beach Renourishment 2017, North Reach and South Reach

Revision 0001

SUMMARY OF CHANGES

1. SPECIFICATIONS:

The text changes have been updated with additions noted by underlined text and deletions noted by line/cross-outs, and pertain only to changes made by this revision.

The entire section is replaced if there is any change.

Changes to Specifications:

Volume 1 of 2 – Technical Specifications:

N/A

Volume 2 of 2 – Technical Specifications:

DELETE Section 01 57 25 and REPLACE with the attached revised Section 01 57 25.

2. DRAWINGS:

DELETE Sheet G-03 and REPLACE with the attached revised Sheet G-03.

(End of Summary of Changes)

SHORE PROTECTI ON PROJECT, BREVARD COUNTY, FLORI DA

BEACH RENOURI SHMENT 2017 NORTH REACH AND SOUTH REACH

SECTI ON TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

SECTI ON 01 57 25

TURBI DI TY AND DI SPOSAL MONI TORI NG

PART 1 GENERAL

1. 1 SCOPE

1. 2 SUBMI TTALS

PART 2 PRODUCTS ( NOT APPLI CABLE)

PART 3 EXECUTI ON

3. 1 MONI TORI NG REQUI REMENTS

3. 1. 1 Gener al

3. 1. 1. 1 Tur bi di t y Moni t or i ng Equi pment

3. 1. 2 Dr edgi ng and Di sposal Locat i ons

3. 2 TURBI DI TY TESTS

3. 2. 1 Test i ng

3. 2. 1. 1 Beach Nour i shment Si t e

3. 2. 2 Repor t i ng

3. 2. 2. 1 Repor t Cont ent s

3. 2. 2. 2 Not i f i cat i on

3. 3 WORK DELAY

3. 4 CONSTRUCTI ON FORMS AND DETAI LS

- - End of Sect i on Tabl e of Cont ent s - -

GROUP4-10-R-J040 SECTI ON 01 57 25 Page 1 Revi s i on 0001

SECTI ON 01 57 25

TURBI DI TY AND DI SPOSAL MONI TORI NG

PART 1 GENERAL

1. 1 SCOPE

The wor k cover ed by t hi s sect i on consi st s of f ur ni shi ng al l l abor , mat er i al s, and equi pment , and per f or mi ng al l wor k r equi r ed t o obt ai n, anal yze, and r epor t t he r esul t s of t ur bi di t y and di sposal moni t or i ng.

1. 2 SUBMITTALS

Gover nment appr oval i s r equi r ed f or submi t t al s wi t h a " G" desi gnat i on;

submi t t al s not havi ng a " G" desi gnat i on ar e f or i nf or mat i on onl y. When used, a desi gnat i on f ol l owi ng t he " G" desi gnat i on i dent i f i es t he of f i ce t hat wi l l r evi ew t he submi t t al f or t he Gover nment . The f ol l owi ng shal l be submi t t ed i n accor dance wi t h Sect i on 01 33 00 SUBMI TTAL PROCEDURES:

SD- 03 Pr oduct Dat a

Cal i br at i on St andar d

The Cont r act or shal l f ur ni sh t o t he Cont r act i ng Of f i cer a copy of t he oper at i ng i nst r uct i ons and st andar ds used i n cal i br at i ng equi pment used i n col l ect i ng sampl es f or t ur bi di t y.

SD- 06 Test Repor t s

Tur bi di t y Moni t or i ng

Al l r equi r ed dai l y t ur bi di t y t est r epor t s shal l be submi t t ed ( by el ect r oni c mai l i n Excel f or mat ) t o t he Cont r act i ng Of f i cer , wi t hi n 24 hour s af t er compl et i on of each t est .

SD- 07 Cer t i f i cat es

Tur bi di t y Moni t or i ng Qual i f i cat i ons

Const r uct i on at t he pr oj ect s i t e shal l be moni t or ed cl osel y by an i ndi v i dual wi t h pr of essi onal exper i ence i n moni t or i ng t ur bi di t y f or beach nour i shment or beach di sposal pr oj ect s. Thi s i s r equi r ed t o assur e t hat t ur bi di t y l evel s do not exceed t he compl i ance st andar ds est abl i shed i n t hi s per mi t . Al so, an i ndi v i dual f ami l i ar wi t h beach const r uct i on t echni ques and t ur bi di t y moni t or i ng shal l be pr esent at al l t i mes when f i l l mat er i al i s di schar ged on t he beach. Thi s i ndi v i dual shal l have aut hor i t y t o al t er const r uct i on t echni ques or shut down t he dr edgi ng or beach const r uct i on oper at i ons i f t ur bi di t y l evel s exceed t he compl i ance st andar ds est abl i shed i n t hi s per mi t . The names and qual i f i cat i ons of t hose i ndi v i dual s per f or mi ng t hese f unct i ons, al ong wi t h 24- hour cont act i nf or mat i on, shal l be submi t t ed t o t he Cont r act i ng Of f i cer t o conf i r m t hei r cr edent i al s at l east 21 days pr i or t o commencement of const r uct i on.

GROUP4-10-R-J040 SECTI ON 01 57 25 Page 2 Revi s i on 0001

PART 2 PRODUCTS ( NOT APPLI CABLE)

PART 3 EXECUTI ON

3. 1 MONI TORI NG REQUI REMENTS

3. 1. 1 General

Near shor e or i nl and wat er sampl es shal l be obt ai ned and anal yzed f or t ur bi di t y. Sampl i ng shal l be conduct ed i n accor dance wi t h t echni ques descr i bed i n t he l at est edi t i on of " St andar d Met hods" publ i shed by t he Amer i can Publ i c Heal t h Associ at i on ( APHA) , Amer i can Wat er Wor ks Associ at i on ( AWWA) , and Wat er Pol l ut i on Cont r ol Feder at i on ( WPCF) , and ot her cur r ent t echni ques r ecogni zed by t he sci ent i f i c communi t y and appr oved by t he Jacksonvi l l e Di st r i ct , Cor ps of Engi neer s. Sampl es obt ai ned f or t ur bi di t y anal ysi s shal l be anal yzed wi t hi n 30 mi nut es of col l ect i on. Sampl es shal l be t aken wi t h a sampl er obt ai ni ng sampl es uncont ami nat ed by wat er f r om any ot her dept h.

3. 1. 1. 1 Tur bi di t y Moni t or i ng Equi pment

Moni t or i ng r equi r ed f or t ur bi di t y shal l be measur ed i n Nephel omet r i c Tur bi di t y Uni t s ( NTU) usi ng a st andar d Nephel omet er . Gl obal Posi t i oni ng Syst em ( GPS) i s al so r equi r ed t o r ecor d sampl i ng st at i ons. The Cont r act or shal l pr ovi de t he Gover nment wi t h a cer t i f i cat i on, at t est i ng t o t he accur acy of hi s t est i ng equi pment and pr ocedur e. The Cont r act or shal l al so pr ovi de t he Cont r act i ng Of f i cer wi t h a dupl i cat e of t he st andar d used t o cal i br at e hi s t est i ng i nst r ument as wel l as a compl et e set of oper at i ng i nst r uct i ons f or t he t ur bi di t y t est i ng equi pment . The Cont r act or and t he Cont r act i ng Of f i cer wi l l use t hi s st andar d t hr oughout t he pr oj ect t o mai nt ai n t he cal i br at i on of t he equi pment .

3. 1. 2 Dr edgi ng and Di sposal Locat i ons

Moni t or i ng shal l occur pr ovi ded sea, wi nd, v i s i bi l i t y , mar i ne t r af f i c and ot her condi t i ons al l ow f or saf e per f or mance of t he act i v i t y. The Cont r act or shal l document al l i nst ances wher e t ur bi di t y moni t or i ng wi t hi n t he bounds of t he above par amet er s coul d not be per f or med. Rout i ne moni t or i ng shal l occur at t he f ol l owi ng l ocat i ons:

Bor r ow Si t e:

3. 2 TURBI DI TY TESTS

3. 2. 1 Testing

Whenever t her e i s doubt as t o t he adequacy of t he t est i ng or val i di t y of t he r esul t s, t he Cont r act i ng Of f i cer may di r ect t hat addi t i onal t est s be per f or med at no addi t i onal cost t o t he Gover nment .

3. 2. 1. 1 Beach Nour i shment Si t e

Sampl es t o be anal yzed f or t ur bi di t y shal l be t aken ever y 6 hour s dur i ng dayl i ght hour s onl y at sur f ace and mi d- dept h at t he f ol l owi ng l ocat i ons.

Addi t i onal sampl i ng shal l be per f or med when t he Cont r act i ng Of f i cer det er mi nes t hat t her e may be non- compl i ance wi t h wat er qual i t y st andar ds.

Backgr ound: At l east 300 met er s up- cur r ent f r om t he poi nt wher e

GROUP4-10-R-J040 SECTI ON 01 57 25 Page 3 Revi s i on 0001 di schar ge wat er i s r e- ent er i ng t he sea, c l ear l y out si de of t he i nf l uence of any t ur bi d pl ume. Sampl es shal l be col l ect ed at t he sur f ace, mi d- dept h, and 2 met er s above t he bot t om ( f or s i t es wi t h dept hs gr eat er t han 25 f eet ) .

Compl i ance: No mor e t han 150 met er s downcur r ent f r om t he di schar ge poi nt wi t hi n t he densest por t i on of any v i s i bl e t ur bi di t y pl ume caused by t he const r uct i on act i v i t i es. I f a pl ume i s not v i s i bl e, t he sampl es shal l be col l ect ed 50 met er s f r om t he shor el i ne. Sampl es shal l be col l ect ed f r om t he sur f ace, mi d- dept h, and 2 met er above t he bot t om ( f or s i t es wi t h dept hs gr eat er t han 25 f eet ) .

Fr equency: Once ever y 6 hour s dur i ng a beach di sposal oper at i on dur i ng dayl i ght hour s onl y. Shoul d dayt i me measur ement s of t he t ur bi di t y show an i ncr ease t o a l evel appr oachi ng 29 NTU, t hen mor e f r equent , or ni ght t i me measur ement s, may be r equi r ed by t he Cont r act i ng Of f i cer .

3. 2. 2 Reporting

The moni t or i ng dat a shal l be r ecor ded on summar y f or ms, and as a dai l y QC t est i n t he QCS syst em, t hat cont ai n t he per t i nent i nf or mat i on i n t he f ol l owi ng par agr aphs. Exampl e f or ms ar e on t he web si t e i ndi cat ed i n par agr aph CONSTRUCTI ON FORMS AND DETAI LS bel ow. Ot her dat a shal l be submi t t ed i n t he f or m suppl i ed by t he l abor at or y chosen t o do t he anal ysi s. Al l dat a shal l be f or war ded ( el ect r oni cal l y) t o t he Cont r act i ng Of f i cer , Envi r onment al Br anch ( CESAJ- PD- E) , and FDEP wi t hi n 7 days of col l ect i on. El ect r oni c mai l addr esses of t he Cor ps and FDEP per sonnel t o r ecei ve t hese r epor t s ar e pr ovi ded bel ow. Repor t s shal l be pr ovi ded i n Excel Spr eadsheet ( . x l s) f i l es.

NAME ORGANI ZATI ON E- MAI L ADDRESS

To be det er mi ned USACE ACO To be det er mi ned To be det er mi ned CESAJ- PD- E POC To be det er mi ned

JCP Compl i ance Of f i cer FDEP j cpcompl i ance@dep. st at e. f l . us

I nf or mat i on t o be det er mi ned wi l l be pr ovi ded i n t he Pr econst r uct i on Conf er ence. CESAJ- PD- E POC may al so be i ndi cat ed i n t he Envi r onment al Compl i ance Mat r i x ( ECM) . See Sect i on 01 57 20 ENVI RONMENTAL PROTECTI ON.

3. 2. 2. 1 Repor t Cont ent s

a. Per mi t appl i cat i on number .

b. A st at ement descr i bi ng t he met hods used i n col l ect i on, handl i ng, st or age, and qual i t y cont r ol met hods used i n t he anal ysi s of t he samples.

c. A map i ndi cat i ng t he sampl i ng l ocat i on and pl ume conf i gur at i on, i f any .

d. A map pl ot t i ng t he dr edge l ocat i on. Thi s map can be combi ned wi t h t he map i ndi cat i ng t he sampl i ng l ocat i on.

e. A st at ement by t he i ndi v i dual r esponsi bl e f or i mpl ement at i on of t he sampl i ng pr ogr am concer ni ng t he aut hent i c i t y, pr eci s i on, l i mi t s of det ect i on, and accur acy of t he dat a.

f . Moni t or i ng Repor t s. Moni t or i ng r epor t s shal l al so i ncl ude t he f ol l owi ng i nf or mat i on f or each day t hat sampl es ar e t aken:

( 1) Ti me of day and dat e sampl es wer e t aken.

( 2) Dept h of wat er body.

( 3) Dept h of sampl e.

GROUP4-10-R-J040 SECTI ON 01 57 25 Page 4 Revi s i on 0001

( 4) Ant ecedent weat her condi t i ons.

( 5) Ti dal st age and di r ect i on of f l ow.

( 8) Dr edge or di sposal l ocat i on ( st at i on l ocat i on and map) .

( 9) Wat er sampl e l ocat i on.

( 10) Wi nd di r ect i on and vel oci t y.

g. A descr i pt i on of any f act or s i nf l uenci ng t he dr edgi ng or di sposal oper at i on or t he sampl i ng pr ogr am. Repor t s shal l be f ur ni shed dai l y even when no sampl i ng i s conduct ed. When sampl i ng i s not conduct ed, a br i ef st at ement shal l be gi ven i n t he r epor t expl ai ni ng t he r eason f or not conduct i ng t he sampl i ng, such as " dr edge not wor ki ng due t o mechani cal pr obl ems" or " no sampl i ng t aken due t o hi gh seas" .

h. St at e pl ane coor di nat es ( x and y) shal l be pr ovi ded f or al l sampl i ng st at i ons al ong wi t h t he coor di nat es of t he dr edge and di schar ge pi pe and t he di st ance bet ween t he sampl i ng st at i on and dr edge/ di schar ge pi pe f or each sampl i ng event t o demonst r at e compl i ance wi t h t he st at ed sampl i ng di st ances.

3. 2. 2. 2 Notification

I f t he t ur bi di t y l evel exceeds 29 NTUs above backgr ound, t he const r uct i on act i v i t i es r el at ed t o t he exceedance shal l cease i mmedi at el y and not r esume unt i l cor r ect i ve measur es have t aken and t ur bi di t y has r et ur ned t o accept abl e l evel s. Thi s t ur bi di t y moni t or i ng shal l cont i nue ever y hour unt i l t ur bi di t y l evel s ar e r est or ed t o l ess t han 29 NTUs above backgr ound. The Cont r act or shal l i mmedi at el y not i f y Chi ef , Envi r onment al Br anch at 904- 232- 2336 and t he Cont r act i ng Of f i cer , or on t he mor ni ng of t he f ol l owi ng wor k day i f i t occur s af t er nor mal wor ki ng hour s. The Cont r act or shal l al so not i f y FDEP, by separ at e emai l t o t he JCP Compl i ance Of f i cer , of such an event wi t hi n 24 hour s of t he t i me t he Cont r act or f i r st becomes awar e of t he di schar ge. The subj ect l i ne of t he emai l shal l st at e " OTHER PROJECT- ASSOCI ATED DI SCHARGE, TURBI DI TY EXCEEDANCE" . When r epor t i ng a t ur bi di t y exceedance, t he f ol l owi ng shal l al so be i ncl uded:

a. t he Pr oj ect Name;

b. t he Per mi t Number ;

c. l ocat i on and l evel ( NTUs above backgr ound) of t he t ur bi di t y exceedance;

d. t he t i me and dat e t hat t he exceedance occur r ed; and

e. t he t i me and dat e t he const r uct i on ceased.

Wi t hi n 24 hour s of r e- commenci ng t he const r uct i on, a r epor t shal l be emai l ed t o t he FDEP wi t h t he same i nf or mat i on t hat was i ncl uded i n t he " Exceedance Repor t " , pl us t he f ol l owi ng i nf or mat i on:

a. t ur bi di t y moni t or i ng dat a col l ect ed dur i ng t he shut down document i ng t he decl i ne i n t ur bi di t y l evel s and achi evement of accept abl e l evel s;

b. cor r ect i ve measur es t hat wer e t aken; and

c. cause of t he exceedance.

3. 3 WORK DELAY

Del ays i n wor k due t o t he f aul t or negl i gence of t he Cont r act or or t he Cont r act or ' s f ai l ur e t o compl y wi t h t hi s speci f i cat i on shal l not be compensabl e. Any adj ust ment s t o t he cont r act per f or mance per i od or pr i ce t hat ar e r equi r ed as a r esul t of compl i ance wi t h t hi s sect i on shal l be made i n accor dance wi t h t he pr ovi s i ons of t he Cl ause SUSPENSI ON OF WORK of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1.

GROUP4-10-R-J040 SECTI ON 01 57 25 Page 5 Revi s i on 0001

3. 4 CONSTRUCTI ON FORMS AND DETAI LS

See t he " Const r uct i on For ms & Det ai l s" modul e at t he f ol l owi ng web address:

http://www.saj.usace.army.mil/About/Divisions-Offices/Engineering/Design-Branch/ Specifications-Section/

- - End of Sect i on - -

GROUP4-10-R-J040 SECTI ON 01 57 25 Page 6 Revi s i on 0001

BORROW AREA LIMITS

CONTROL MONUMENT

FILL SLOPE SYMBOL

BEACH FILL AREA

(PLAN VIEW)

BEACH FILL AREA

(PROFILE VIEW)

CONSTRUCTION ACCESS

EXISTING CONTOUR LINE

HORIZONTAL AND VERTICAL CONTROL

TOE OF CONSTRUCTION SLOPE

EROSION CONTROL LINE (ECL)

PROJECT LEGEND

P14

RANGE MONUMENT

G-03

G E

N E

R A

L

P R

O J E

C T O

V E

R V

IE

W

CAUSEWAY

W COCOA BEACH

ROUTE

U. S.

INTERSTATE

Y=1,350,000

Y=1,370,000

Y=1,390,000

Y=1,330,000

Y=1,410,000

Y=1,430,000

Y=1,450,000

Y=1,470,000

Y=1,490,000

Y=1,510,000

X ,0

X ,0

X ,0

X ,0

X ,0

X ,0

CL02

-B

C N

R -G

I1 p o v .d g n

GRAPHIC SCALE

N

20,000'10,000'010,000'

S T A T E O F F L O R I D A

B R E V A R D C O U N T Y

A T L A N T I C O C E A N

BORROW AREA

CANAVERAL SHOALS II

BENNETT CAUSEWAY

S O

U T

H

R E

A C

H

P R

O J

E C

L

IM

IT

S

ABBREVIATIONS

CONSTRUCTION BASELINE (CBL)

CONSTRUCTION BASELINE STA.

W

V

TYP

TOL

STA

SR

S

PT

NR

NO

NAVD

NAD

N

MLW

H

EL/ELEV

ECL

E

DWG

CONT'D.

CBL

GENERAL NOTES:

WEST

VERTICAL

TYPICAL

TOLERANCE

STATION

SOUTH REACH

SOUTH

POINT

NORTH REACH

NUMBER

NORTH AMERICAN VERTICAL DATUM

NORTH AMERICAN DATUM

NORTH

MEAN LOW WATER

HORIZONTAL

ELEVATION

EROSION CONTROL LINE

EAST

DRAWING

CONTINUED

CONSTRUCTION BASELINE

NORTH AND SOUTH REACH -BEACH SURVEY NOTES:

SHEET A/G-01

SHEET B/G-01

R-139

R-54 A

M

IL

ES10

.0 N

AUTI

CAL

M

IL

E S

.7 N

A U

T

IC

A L

IN

D

IA

N R

IV

E R

RIVER

BANANA

B A

N A

N A R

IV

E R

PROJECT VICINITY

AND STAGING AREA

N

O R

H

R E

A C

H P

R O J

E

L

IM

IT

S

BOUNDARY LINE

STATE SEAWARD

R-138 TO R-139 ARE 70 DEGREES CLOCKWISE FROM NORTH.

AZIMUTHS ARE 80 DEGREES CLOCKWISE FROM NORTH, AND

CLOCKWISE FROM THE NORTH. R-118 TO R-137

9. FDEP RANGE MONUMENTS R-0 TO R-82 AZIMUTHS ARE 90 DEGREES

DATED 2012.

FOR MEASUREMENTS, AERIAL PHOTOGRAPHY SHOWN IS

IS FOR GENERAL INFORMATION ONLY AND NOT TO BE USED

8. THE AERIAL PHOTOGRAPHY SHOWN ON THESE DRAWINGS

SHALL BE COORDINATED WITH CONTRACTING OFFICER.

7. CONSTRUCTION ACCESS AND STAGING AREA LIMITS

PERPENDICULAR FROM THE CONSTRUCTION BASELINE.

6. THE BERM WIDTH OF THE PROJECT BEACH IS MEASURED

SOUTH REACH (SR).

5. SHEET ID NAME B/ INDICATES PROJECT DETAILS FOR

(NR).

4. SHEET ID NAME A/ INDICATES PROJECT DETAILS FOR NORTH REACH

SYMBOL (+).

REFERENCED DATUM WILL BE ASSIGNED THE PLUS

1988 (NAVD88). ALL ELEVATIONS SHOWN ABOVE

REFERENCE THE NORTH AMERICAN VERTICAL DATUM OF

3. DESIGN ELEVATIONS ARE IN U. S. SURVEY FEET AND

THE UNIT OF MEASURE IS THE U.S. SURVEY FOOT.

OF THE NORTH AMERICAN DATUM OF 1983 (NAD83(90)).

(0901) AND ARE REFERENCED TO THE 1990 ADJUSTMENT

FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE

2. THE SPATIAL COORDINATES SHOWN HEREIN ARE IN THE

OR AFFECT THE PERFORMANCE OF THIS PROJECT.

FEATURES THAT HE/SHE DETERMINES ARE NECESSARY FOR,

RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL SUCH

ON THE DRAWINGS. THE CONTRACTOR SHALL BE

INDICATED. NOT ALL EXISTING STRUCTURES ARE INDICATED

PHYSICALLY LOCATED BY SURVEY UNLESS OTHERWISE

PLANS ARE FOR INFORMATION ONLY AND WERE NOT

1. THE PLANIMETRIC LAND FEATURES DEPICTED ON THESE

R-3 A

R-118 A

R E

V

IS

E D T

O A

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O M

P A

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E V

IS

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N

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A

SURVEYED AT THAT TIME.

ONLY BE CONSERED AS INDICATING THE GENERAL CONDITIONS AS

RESULT OF THE SURVEYS MADE ON THE DATES INDICATED ABOVE AND CAN

8. THE INFORMATION DEPICTED ON THESE DRAWINGS REPRESENTS THE

-IMU: TSS DMS10 MOTION COMPENSATOR

TRIMBLE R8 RECEIVER / PAC CREST

-POSITIONING: TRIMBLE SPS880 RECEIVER FOR DUAL POSITION HEADING

-SOUNDER: ODOM CV100 SOUNDER OPERATING AT 200 KHZ

-DATA COLLECTION SOFTWARE: HYPACK 2017

-23’ HANKO’S SURVEY VESSEL (SOUNDS GOOD)

HYDROGRAPHIC SURVEY

-POLARIS RANGER 4X4 UTILITY VEHICLE

-SPECTRA RANGER 3 WITH SURVEY PRO (VERSION 5.8)

BASE AND ROVER: SPECTRA SP80 GNSS RECEIVERS

-GPS RECEIVERS OPERATING IN REAL TIME KINEMATIC (RTK) MODE

TOPOGRAPHIC SURVEY

OF THIS SURVEY:

7. THE FOLLOWING INSTRUMENTATION WAS UTILIZED DURING THE CONDUCT

SURVEY FEET.

6. ALL POSITIONS AND ELEVATIONS ARE EXPRESSED IN THE UNITS OF U.S.

OF 1988 (NAVD88).

5. ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM

FLORIDA EAST ZONE (0901).

DATUM OF 1983 (2011), FLORIDA STATE PLANE COORDINATE SYSTEM,

4. HORIZONTAL COORDINATES ARE REFERENCED TO THE NORTH AMERICAN

THROUGH R-145 FOR THE SOUTH REACH.

END AND RUNNING THROUGH R-60 FOR THE NORTH REACH, AND R-110

DESIGNATED INTERMEDIATE LINES BEGINNING WITH R-1 ON THE NORTH

3. THE SURVEY WAS LIMITED TO PROFILES OF RANGE MONUMENTS AND

2017.

LICENSED BUSINESS (LB) 7055, BETWEEN THE DATES 24 APRIL AND 11 MAY,

2. THIS SURVEY WAS PERFORMED BY WANTMAN GROUP, INC. (WGI),

MONITORING SURVEY, BREVARD COUNTY, FLORIDA.

1. REFER TO SURVEY NO. 17-096, TOPOGRAPHIC AND HYDROGRAPHIC

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