The attached plan was prepared by the Jacksonville ...€¦ · fdep azimuth bearing mean high water line fort clinch aquatic preserve not for construction permit drawings shore protection

DESIGN AUTHENTICATION

PROJECT: Shore Protection Project, Nassau County, Florida

ATTACHED PLAN SHEETS: 22 Plates

The attached plan was prepared by the Jacksonville District, U.S. Army Corps of Engineers (USACE). The initials or signatures and registrations designations of the signatory below or that appear on these project documents are within the scope of employment as required by USA CE Engineering Regulation 1110-1-8152, PROFESSIONAL REGISTRATION, 8 Aug 1995, and are not made in the individual capacity of the signatories.

USACE employee signatures are provided in support of the "lnteragency Coordination Agreement for Civil Works Projects", signed 28 Feb 2006 by the Florida Department of Environmental Protection, the USACE Jacksonville District, and USACE Mobile District.

These plans are for permitting purposes only, and are not for construction.

02 CJcT '1'-f DATE

22 plates dated Mar. 2014.

PLATE

01

02 03 04 -10 11 - 18 19 20-22

GEORGIA

FILL SHOWN IS EXAGGERATED FOR CLARITY

INDEX TO DRAWINGS

TITLE

PROJECT LOCATION, PLATE INDEX, ABBREVIATIONS, AND LEGEND PROJECT VICINITY FORT CLINCH STATE PARK ACCESS AREA BEACH FILL - PLANE VIEW BEACH FILL - PROFILE VIEW BORROW AREA BORROW AREA SECTIONS

GENERAL NOTES:

1. THE PLANE COORDINATES SHOWN ARE BASED ON THE FLORIDA STATE PLANE EAST COORDINATE SYSTEM (0901) AND REFERENCED TO THE 1990 ADJUSTMENT OF THE NAD OF 1983 (NAD83(90)).

2. ELEVATIONS SHOWN ON ALL PLATES ARE IN FEET AND ARE BASED ON NAVD88. ELEVATIONS ARE BELOW THE DATUM UNLESS PRECEEDED BY A{+) SIGN.

3. FOOT SURVEY AND MAPPING OFFICE PROVIDED THE 2011 AERIAL PHOTOGRAPHY SHOWN ON THESE PLATES.

4. THE PROJECT WILL USE THE CONSTRUCTION BASELINE (CBL) SHOWN ON THESE PLATES.

5. THE REQUIRED BERM HEIGHT FOR THE PROJECT WILL BE 9.6' REFERENCING NAVD88.

6. TIDAL RELATIONSHIPS SHOWN IN THE PROFILES IS BASED ON NOAA TIDE GAUGE AT FERNANDINA (#872 0030). REFER TO PLATE 02 FOR OTHER TIDAL RELATIONSHIPS.

7. REFER TO PLATE 03 FOR BEACH SURVEY NOTES AND FOR BORROW AREA SURVEY NOTES REFER TO PLATE 19.

N.T.S.

ABBREVIATIONS

BIN = CBL = EL. = ECL. = FDEP. = FDOT. = FT. = MHW. = MLW. = NAD. = NAVD88.= NTS. = TYP. = W. =

LEGEND

15-t-000

BETWEEN CONSTRUCTION BASELINE ELEVATION EROSION CONTROL LINE FLORIDA DEPARTMENT OF ENV. PROTECTION FLORIDA DEPARTMENT OF TRANSPORTATION FOOT/FEET MEAN HIGH WATER MEAN LOW WATER NORTH AMERICAN DATUM NORTH ATLANTIC VERTICAL DATUM OF 1988. NOTTO SCALE TYPICAL WITH

BEACH FILL AREA (PLAN VIEW)

BEACH FILL AREA (PROFILE VIEW)

STAGING AND ACCESS AREA

EXISTING GROUND (PROFILE VIEW)

DNR RANGE MONUMENT

SLOPE INDICATOR SYMBOL W/ FILL

CONSTRUCTION BASELINE W. STATIONING

EROSION CONTROL LINE

FORT CLINCH BOUNDAEY LINE

FDEP AZIMUTH BEARING

MEAN HIGH WATER LINE

FORT CLINCH AQUATIC PRESERVE

NOT FOR CONSTRUCTION PERMIT DRAWINGS

SHORE PROTECTION PROJECT NASSAU COUNTY, FLORIDA

DAB

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PllC1VU REVISION DARI

LR.P. MAR. 2014 L.R.P. M.P.N. -SY•

us Arrrrt Corpe ofEngln..,.• Jacborwlllo Dlatrlct

DEPARTMENT OF TliE ARMY JACKSONVILLE DISlRICT, CORPS OF ENGINEERS

JACKSONVILLE, FLORIDA

NASSAU SHORE PROTECTION PROJECT PROJECT LOCATION, PLATE INDEX,,

ABBREVIATIONS AND LEGEND

J.W.L. PLATE;

01 OF22





GEORGIA

r-~~:::;:=1--- OLD


NASSAU SHORE PROTECTION PROJECT

PRD.IECT VICINITY

BORROW AREA

REVISED BORROW AREA

NOAA VDATUM MODEL CR-10

MLLW ~

6.32' .... ...

5.96' 3.55' ....

MSL 3.11' "' ~"' NGVD29 2.41' ..; MLW 0.19' MLLW 0.00'

NOAA VDATUM MODEL f!IR-35

OAIUM MHHW MHW NAVDaa MSL NGVD29 MLW MLLW

DAB

2/18114 8128114

MJ.L.W.~6.15' ... 5.79' 3.50' Cl 3.03' ~ "l 2.35' ..; "' 0.19' 0.00'

N

GRAPHIC SCALE

3,000 0 I II I II I

3,000 6,000I I

PllC1VU REVISION DARI L.R.P. MAR. 2014 L.R.P. M.P.N. -SY•

J.W.L. PLATE;

02 OF22

/ /

/ /

/

/ /

/ /

/

y .. 2,314,000

7. THE UPLAND SURVEY OVERLAPPED THE HYDROGRAPHIC SURVEY, WITH QUALITY CONTROL CHECKS SHOWING CONSISTENCY BETWEEN THE MEASUREMENT SYSTEMS. Y=2,313,000

1. SEE PLATE 1. FOR GENERAL PROJECT INFORMATION. .. STA. 11+750 2. ACCESS THRU FORT CLINCH STATE PARK WILL BE REQUESTED BY THE GRAPHIC SCALE

CORPS 120 DAYS PRIOR TO STARTING CONSTRUCTION. 0 400' 800'

.,.,. -SHORE PROTECT10N PROJECT NASSAU COUNTY, FLORIDA

NOT PDR CONSTRUCTION PERMIT DRAWINGS

NASSAU SHORE PROTECTION PROJECT DEPARTMENT OF THE ARMY

-l!.Dll1RICT,COAP80FEINBINl!ERll FORT CLINCH STATE PARK ACCUS AREA DSOF22JACIQION\llUE, FLORDI\

MATCHLINE PLATE 05 • ST.A.15+000 GRAPHIC SCALE 1. SEE PLATE 1. FOR GENERAL PROJECT INFORMATION

400' 800'2. BERM CREST WIDTH IS MEASURED 75' SEAWARD FROM THE CBL. 0

.,.,. -SHORE PROTECT10N PROJECT NASSAU COUNTY, FLORIDA



-l!.Dll1RICT,COAP80FEINBINl!ERll BEACH FILL - PLAN VIE.W D40F22JACIQION\llUE, FLORDO.

- - -

--

I~ 1- - 1w- I

0 400' 800'

.,.,.SHORE PROTECT10N PROJECT NASSAU COUNTY, FLORIDA



-l!.Dll1RICT,COAP80FEINBINl!ERll BEACH FILL - PLAN VIE.W DISOF22JACIQION\llUE, FLORDI\

·1 --~ \ ~I WI ~ It --- ~ -

~ttttttil III ! h 1

~T ·1\I .isl1 l~-- 1 jc_, -~1~\tj ( __ J H , ~RMCRESTEl.EV.+9.6 1 1 i 1 I J ri

~ i\ i~ rF 11,1

NOTES: GRAPHIC SCALE 1. SEE PLATE 1. FOR GENERAL PROJECT INFORMATION 2. BERM CREST WIDTH IS MEASURED 75' SEAWARD FROM THE CBL. 0 400' 800'

-.,.,.SHORE PROTECT10N PROJECT NASSAU COUNTY, FLORIDA



-l!.Dll1RICT,COAP80FEINBINl!ERll BEACH FILL - PLAN VIE.W 0811122JACIQION\llUE, FLORDO.

-------

I MATCHLINE PLATE 08 ·STA. 21+500

1~I I I Ml .d _ "'i l j

-\ - -~ - - - - - - - - L - ~~ I ~ ~

tlJ -------t~ I

LO

0....

j. 1 - "1 - _l __ _ ....

~I 75•

~ ,1 -h ---- . MATCHLINE PLATE 08 • STA. 24+750

NOTES: GRAPHIC SCALE 1. SEE PLATE 1. FOR GENERAL PROJECT INFORMATION

0 400' 800'2. BERM CREST WIDTH IS MEASURED 75' SEAWARD FROM THE CBL.

SHORE PROTECT10N PROJECT .,.,. -NOT PDR CONSTRUCTION NASSAU COUNTY, FLORIDAPERMIT DRAWINGS


-l!.Dll1RICT,COAP80FEINBINl!ERll BEACH FILL - PLAN VIE.W DTOF22JACIQION\llUE, FLORDI\

------- ---- --- ----

--GRAPHIC SCALE

NOTES: 0 400' 800'

1. SEE PLATE 1. FOR GENERAL PROJECT INFORMATION 2. BERM CREST WIDTH IS MEASURED 75' SEAWARD FROM THE CBL.

.,.,.SHORE PROTECT10N PROJECT NASSAU COUNTY, FLORIDA



-l!.Dll1RICT,COAP80FEINBINl!ERll BEACH FILL PLAN VIEW 0811122JACIQION\llUE, FLORDO.

--- - --

MATCHLINE PLATE 08 - STA. 28+100

1(111'~ 1 1ff'~

0.... ~ /\..~r.

- -- - ~I\ !'/ J ~

- - TOE OF FILL N 0

o' N

0 ..... ID....

oz,,

MATCHLINE PLATE 10 - STA. 31+300 NOTES: 1. SEE PLATE 1. FOR GENERAL PROJECT INFORMATION GRAPHIC SCALE 2. BERM CREST WIDTH IS MEASURED 75' SEAWARD FROM THE CBL.

0 400' 800'

SHORE PROlECTION PROJECTNOT FOR CONSTRUCTION --·L.R.P. DAftlrMAR. 20142/1&'14NASSAU OOUNTV, FLORIDA 8128114PERMIT DRAWINGS L.RP. M.P.N. - irn

NASSAUSHOREPROTECTIONPRD.IECT J.W.L.DEPARTMENT OF Tl-IE ARMY -L.LEDWTlWl', CQRP80FENIJINEEll8 Bl!ACH PILL PLAN Vll!W -DBOFUJAa<SOtMLLE. FLORIDA

- - -

- -

JL ....

11ii•

lliittttH~--++- -W...!.JL~i~,rmJr~ :·_A ______ '- , i _i

Ill.... I ~ ~~

0 ...... ~~~ OCEAN

Ir

,_ Ill

'sr.A. 33+soo I11 I

0 ~ ......

f ?' ,- ifi Ill

It) ~

ct ---- - -+~ GRAPHIC SCALE NOTES:

1. SEE PLATE 1. FOR GENERAL PROJECT INFORMATION 0 400' 800' 2. BERM CREST WIDTH IS MEASURED 75' SEAWARD OF CBL

SHORE PROlECTION PROJECTNOT FOR CONSTRUCTION L.R.P. MAR. 20142/1&'14NASSAU OOUNTV, FLORIDA 8128114 L.RP. M.P.N. '=-=llYl==-PERMIT DRAWINGS NASSAUSHOREPROTECTIONPRD.IECT J.W.L.

DEPARTMENT OF Tl-IE ARMY -L.LEDWTlWl', CQRP80FENIJINEEll8 Bl!ACH PILL PLAN Vll!W -100FUJAa<SOtMLLE. FLORIDA

+20

~ +10 0

~ z 0

~ >w ....I w

0

10

+20

: " : : : I \ : :

--- --- -~ - --;.-1-- -; - -J_-:--'-\- --- --- --: --- --- --" :!"- : ' -.. :J ' ' - :

~ ' ' ' ' ~-~.----. --~.----. -~....=_Eo-'-----'-3

+10 ~ 0

~ ------ -:- --------;- ----~ --:- --------r- ---~~------:- --------:- ------- -:- ---- -~~~-(;.-e~: ~~.) o

: : : : :.., ')-~ : : :

z 0

~ - - - - - - -~ - - - - - - - - ; - - - - - - - -:- - - - - - - - - E*IS-T-ING _J_---:- --"'<..:.. - - - ; - - - - - - - - -:- - - - - - - - -~ - - - - - -

: : : SURFACE : : ~ -..-- ._ : : ' ~--~-' '

>w 10 u:l

20._~~.._~~..._~......._._~~........~~.......~~__.,~~--'~~~.__~~.._~____. 20

0 100 200 300 400 500 600 700 800 900 1000

R-12

+20 +20 ' ' ' :EL. 10.6'{!0LERANCE}

ao ao +10 ~ - -· -· ·-•-·· ++0-++ +10 ao co 0 0

~ z ~ z z -= z 0 0 .. _-:---_•_______ 0 0 i= MLW (3.ea· EL.) i=

~ ;.... ~ ....I 10 --- - 1- ~ - - ~ - - --,--- --.--- 10 ....I w

I w

. . ~-~-~--

20 20 0 100 200 300 400 500 600 700 800 900 1000

R-13

+20 -----------------------------------------------------------------------------------------' ' ' ' ' ' ' ' ' +20. . . . . . . . .

ao +10ao 0

~ z 00 i= ~ w ....I 10w

+10 co co 0

~ 0 z

0 i= ~ w

10 ....I w

' 756' ' ' ' ' ' ' ' 'H : : EL.10.e'. rroLE~CE> : : : : _\_~ - _ :-:-:-_~-- - __ ;_ EL.9.6~ : ___ --- --~--- --- ___ ;___ --- ___ : __ --- --- _; __ --- --- -~- --- --

i · ~l._: : : : : : :I : ~ : : : : : MHW(+2.4'EL.)

-------1 ________ ; _________:___ ~~---20. ---: _________ :_________ ; _________:_______~-·-------~I : : ~~1 : ' ' ' MLW 3.83'EL.

1 ..1 ¢<1STING : · ~ ·!B ~URFACE : ~ ~

--- --- 1---- --- -~- --- --- --:- --- --- --:--- --- --~--- ~ -~ - ---'.-- --- --- -:-- --- --- -~- --- --

1 ~--~~-: -1

20~~~~~~~~~~~~~~~~~~~~~~~~~~~--'20

0 100 200 300 400 500 600 700 800 900 1000

R-14

GRAPHIC SCALES PLATE NOTES=

HORIZONTAL 5~p·-~9-~sp~·-1~qo·1. SEE PLATE 1 FOR PROJECT LOCATION, INDEX TO PLATES, ABBREVIATIONS AND LEGEND. 2. THE HORIZONTAL DISTANCES ARE IN FEET AND FOLLOW FDEP RANGE MONUMENT AZIMUTH.



DEPARTMENT OF Tl-tE ARMY JACKSONVILLE DISlRICT, CORPS OF ENGINEERS




BEACH FILL - PROFILE VIEW

VERTICAL 5' 0 I 1 I

5' 10' I I

DAn 2/18114 8128114

PllC1VU REVISION DARI L.R.P. MAR 2014 L.R.P. M.P.N. -SY•

J.W.L. PLATE;

11Of22

+20

~ +10 0

~ ~ 0

~ >w irl 10

--------;---------,---------;---------,---------,---------;--------. 75.7' : : : :

, I--------:d·--:w : I

' ' ' ' . E~. 10.6' CT9LERANyE)

/ : ________ ~ EL9.6'. .:. -- --- --_: _- --- ---

. I , , ,

- - - - - - - - ; - ~ - - - - - -:- - - - - - - - - ~ - - - - 'EXl~TING- - - - .- - - - - - - -I ' . SURFACE .

. I ; I

+20

+10 ~ 0

~ 0 ~

~ >w 10 irl

20...._~__.~~__._l__....._....._~~..._~__....._~__.~~--"~~_._~~........~~~20

+20

ao ao +10 0

~ z z 0 0 i=

~ ....I 10w

20

+20

ao +10ao 0

~ z 00 i= ~ w ....I 10w

20

0

0

100 200 300 400 500 600 700 800 900 1000

R-15

----·--r--·--·--i---------,--------·r··------.._---------,-------·-r·--------,------·--r--·--· +20

l~ EL. 10.6' QOLERANCE}

EL 9~· ao_, ___ ~ - -· -· ·-•-·· ··-··--··-··- +10 co

I 0 I ~ z

-= z.. _-:---_•_______ 0~ -MLW (3.63' EL.)

0 i=

I EXISTINGI-- -. --,--- -----.-------- --- - ~ - -SURFACE . .

100 200 300 400 500 600 700 800 900

R-16

-----------------------------------------------------------------------------------------' ' ' ' ' ' ' ' ' . . . . . . . . ' ' ' ' ' ' ' '

...J .

-·--·--r--·--·-

~ 10 ....I

w

20 1000

+20

+10 ~

0

0

~ z 0 i= ~ w

10 u:l

~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ 20

0 100 200 300 400 500

R-17 600 700 800 900 1000

GRAPHIC SCALES PLATE NOTES:

HORIZONTAL s~p·~o~,_50~,·-1~qo·1. SEE PLATE 1 FOR PROJECT LOCATION, INDEX TO PLATES, ABBREVIATIONS AND LEGEND. 2. THE HORIZONTAL DISTANCES ARE IN FEET AND FOLLOW FDEP RANGE MONUMENT AZIMUTH.



DEPARTMENT OF TliE ARMY JACKSONVILLE D!SlRICT, CORPS OF ENGINEERS





VERTICAL 5' 0 I 1 I

5' 10' I I

DA'n

2/18114 8128114


J.W.L. PLATE;

12 OF22

+20

~ +10 0

~ ~ 0

~ >w irl 10

+20

' ' ' '-. - -. - -.- - -. - -. - -, - -. - -

20.___..___...__...__.____.____.______.____.___..___..__ ____. 20

ao ao 0

~ z z 0 i=

~ ....I w

ao ao 0

~ z 0 i= ~ w ....I w

0

+20

+10

0

10

100 200 300 400 500

R-18 600 700 800 900 1000

- - - - - - -~ - - - - - - - - ~ - - - - - - - - ·:· - - - - - - - - ~ - - - - - - - - ~ - - - - - - - -· :· - - - - - - - - : - - - - - - - - ·: · - - - - - - - -~ - - - - - - +20

' ' ' El:.. 10.6' (TOLERANCE)

+10 ~ 0

~ z 0 ~

i=

~ 10 u:l

20,____..___..__._..._..___..___..___..___..___..___..__ __. 20

0

+20

+10

0

10

100 200 300 400 500 600 700 800 900

R-19

-----------------------------------------------------------------------------------------' ' ' ' ' ' ' ' ' . . . . . . . . : : f\ 7.s.a· · · · · · · : : { )

·-- ·~../- ~.:..:.;. ··· --:---' '

....... :ull ·

...... ·'·· ...... ·'· ... _ !µ~_:_ ...... ··' ...... ··-'··· . . . . . ' ' ' ' '

EXISTING SURFACE

' ' ' ' ' ' ' ....... ,. ........ , ...... ··,·········r········-.·········,········-,··· ' ' ' ' ' ' '

1000

+20

+10 ao ao 0

~ 0 z

0 i= ~ w

10 ....I w

20~~~~~~~~~~~~~--'~~~~~~~~~~~~~--'20

0 100 200 300 400 500 600 700 800 900 1000

R-20

GRAPHIC SCALES PLATE NOTES;

HORIZONTAL 5~P'.......~9-~5P~'-1~qo•1. SEE PLATE 1 FOR PROJECT LOCATION, INDEX TO PLATES, ABBREVIATIONS AND LEGEND. 2. THE HORIZONTAL DISTANCES ARE IN FEET AND FOLLOW FDEP RANGE MONUMENT AZIMUTH.








VERTICAL 5' 0 I I I

5' 10' I I

DAn 2/18114 8128114

PllC1VU REVISION DARI LR.P. MAR. 2014 L.R.P. M.P.N. -SY•

J.W.L. PLATE;

13 OF22

00 00 0

~ z 0

~ >w ....I w

00 00 0

~ z z 0 i=

~ ....I w

00 00 0

~ z 0 i= ~ w ....I w

+20

+10

0

10

20

+20

+10

0

10

+20

+10

0

10

-------,---------,---------,---------,---------,---------,--------- -------- ---------,------- +20

- ' ~-

+10 ~ 0

~ 0 ~

~ >w 10 u:l

.____...____._......__ __.___...____.____._____.___...____._____. 20

0

0

100 200 300 400 500 600 700 800 900 1000

R-21

- - - - - - -~ - - - - - - - - ~ - - - - - - - - ·:- - - - - - - - - ~ - - - - - - - - ~ - - - - - - - - -:- - - - - - - - - : - - - - - - - - ·: · - - - - - - - -~ - - - - - - +20

' ' ' EL. 10.6' (TOLERANCE) ;

100 200 300 400 500 600 700 800

R·22

, , I-------:--------:------- r-. ' ' '

-= .. _-:---_•_______

+10 ~ 0

~ z 0

MLW (3.63' EL.)

z 0 i=

--.---

-....

900

10

20 1000

+20

+10

0

10

~ ....I w

CIO CIO 0

~ z 0 i= ~ w ....I w

20~~~~~~~~~~~~~~~~~~~~~~~~~~~~20

0 100 200 300 400 500 600 700 800 900 1000

R-23


HORIZONTAL 5~P'........~?-~5P~'-1~qo·1. SEE PLATE 1 FOR PROJECT LOCATION, INDEX TO PLATES, ABBREVIATIONS AND LEGEND. 2. THE HORIZONTAL DISTANCES ARE IN FEET AND FOLLOW FDEP RANGE MONUMENT AZIMUTH.








VERTICAL 5' 0 5' 10' I 1 I I I

DAB

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J.W.L. PLATE;

14 OF22

+20 ....... ,......... , .........,......... , .........,.........,........ .

~ +10 0

~ ~ 0

~ >w irl 10

+10

0

10

20.___..___.......___.____.____.______.____.___..___..__ ____. 20

0

+20

ao ao +10 0

~ z z 00 i=

~ ....I 10w

100 200 300 400 500

R-24 600 700 800 900

----·--r--·--·--i---------,--------·r··------.._---------,-------·-r·--------,------·--r--·--· ' ' ' ' ' ' ' ' '

EL. 10.6' (TOLERANCE)

...JI ..1: ~I •· ·r - ~: __ -= .. _-:---_•______ _

I EXISTING SURFACE

··.-·· _I_ _ • ~ + • , .

~ -I

' ' ~ ' ' ~~~~ :

., -- - ~· ; -:--.. ____. -- .. , .. ' .......... : : -:--..... : ---.;.,,·-

1000

+20

+10

0

10

20,____..__.__._..___..___..___..___..___..___..___..__ __. 20

+20

~ +10 0

~ z 0 i= ~ w ....I w

0

10

0 100 200 300

' '-·--·--r--·-----,-' '

400 500 600 700 800 900 1000

R-25

+20

+10

0

10

20~~~~~~~~~~~~~--'~~~~~~~~~~~~~--'20

0 100 200 300 400 500 600 700 800 900 1000

R-26

(lC) (lC)

0

~ z 0

~ >w ....I w

(lC) (lC)

0

~ z z 0 i=

~ ....I w

(lC) (lC)

0

~ z 0 i= ~ w ....I w

GRAPHIC SCALES

PLATE NOTES; HORIZONTAL 5~p·~~9-~sp~·-1~qo· 1. 2.

SEE PLATE 1 FOR PROJECT LOCATION, INDEX TO PLATES, ABBREVIATIONS AND LEGEND. THE HORIZONTAL DISTANCES ARE IN FEET AND FOLLOW FDEP RANGE MONUMENT AZIMUTH.

us Arrrrt Corpe ofEngln..,.• JacbonYlllo Dlatrlct







VERTICAL 5' 10' I I

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J.W.L. PLATE;

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+20 -------,---------,---------,---------,---------,---------,---------

~ +10 0

~ ~ 0

~ >w irl 10

+10 ~ 0

~ 0 ~

~ >w 10 irl

20,____..__..........____.____.____._____.,____.___.____..__ ____. 20

0

+20

ao ao +10 0

~ z z 00 i=

~ _J 10w

100 200 300 400 500

R-27 600 700 800 900

:/\"--;- ------·:75;·----·:- --------:- -------:- -------·:- --------:- -------·:- --------~ ------l.v\_ EL. 10.6' QOLERANCE)

--~--v- ~ - -·

-= .. _-:---_•______ _

I ----... ' '

--J -;_-I

EXjSllttG __ SU~FACE

~~ : -, -- -- ' W'--- -..:.:_: : --

I .,_____ ' ' ........ '- ---...

1000

+20

+10 ~ 0

~ z 0 ~

i=

~ 10 u:l

20,__~~.__~...._.__~~.__~~.__~~.__~~.__~~.__~~.__~~.__~__. 20

+20

~ +10 0

~ z 0 i= ~ UJ _J

UJ

0

10

0 100 200 300 400 500

R-28 600 700 800 900

-----------------------------------------------------------------------------------------' ' ' ' ' ' ' ' ' . . . . . . . . . ' ' 15' : : : : : :

.- _r ~ )\ . '. E~.10.6' UOLERAN~El '. '.

- - - - - - - ~ - - - - - \...~,..:::o<"; _/_ - - - - - - - EL 9.6'. -_:_ -- --- --- : -- --- --- _:_ - --- --- -~ - --- --' ' ~ 20

I , ::::--.. ...:-:-11...J1..1: ..._,I

-------:- --------:- ---~, n:- --------:- -~ -~~ -:- --------;.--------:- -----:=;::::- - -----::::--.. MLl/11. 3.83" EL.

' ~ ' ' ........,_ ' '

~ - --------~- -------_;~~lJr -~- -----~ ------......_ ' -:- -.._

I ,

. . I : . --- --- -~ - --- --- -; _--- --1 - -~- --- -EXl~TING-

, ' 1 ' SURFACE I

1000

+20

+10 ao ao 0

~ 0 z

0 i= ~ UJ

10 _J

UJ

20~~~~~~~~~~~~~--'~~~~~~~~~~~~~--'20

0 100 200 300 400 500 600 700 800 900 1000

R-29


HORIZONTAL 5~p·~~9-~sp~·-1~qo·1. SEE PLATE 1 FOR PROJECT LOCATION, INDEX TO PLATES, ABBREVIATIONS AND LEGEND. 2. THE HORIZONTAL DISTANCES ARE IN FEET AND FOLLOW FDEP RANGE MONUMENT AZIMUTH.








VERTICAL 5' 10' I I

5' 0 I 1 I

DAB

2/18114 8128114


L.R.P. MAR 2014 L.R.P. M.P.N. -SY•

J.W.L. PLATE;

UIOF22

+20

ao ao +10 0

~ z 00

~ >w ...I 10w

20 0

+20

ao ao +10 0

~ z z 00 i=

~ ...I 10w

20 0

+20

ao +10ao 0

~ z 00 i= ~ w ...I 10w

20 0

....... ,. ........ , .........,......... , .........,.........,......... , ................. ,....... +20 75.4' ' ' ' '

' ' ' ' : : EjL. 10.6' CTOLERA~CE) .:...... / ....... EL9.6'...:......... :....................... .

:t::-.... 20 ::::-... ;::11

- --:'-../I\

: " '·······•·······~- .-r.. . +10

::::-... ' ' ' -··-'··· ~-:·········:·········>·····=:······· 0

. . I ; . . ~ MLW (3.63' EL.)

·······f ........;.......1..:.....g~~~ ---- ~ ····· : ···!·······1-~~-:~-~-l ·····

100 200

I -.... I

I 300 400 500

R-30 600 700 800 900

----·--r--·--·--i---------,--------·r··------.._---------,-------·-r·--------,------·--r--·--· 75.4':

EL. 10.6' (TOLERANCE);

.. .. ·-•-·· ++0-++

:1 ·1....1 ... :,o • -= u .. _-:---_•_______

10

20 1000

+20

+10

0·· :1w :1

MLW (3.63' EL.)

:1 :1

.. : .EXJSTINP--.--- ·· l · :1 SURFAc,E

:1 ·I

100 200 300 400 500

R-31

, , , ' I

.......:......... ;.........:......... ~L ...... .'...., : : : .JI iii :

hll u' ' ' :1 ' : : : :1 :

· · · · · · · ~ · · · · · · · · ; · · · · · · · · .;. · · · · · · · · ~I · · · · · · 6XISTING-

100 200 300

:1 SURFACE :1 :1 I

400 500

R-32

··- --.--- 10

20 600 700 800 900 1000

+20

+10

0

10

20 600 700 800 900 1000

co co 0

~ z 0

~ >w ...I w

ao co 0

~ z z 0 i=

~ ...I w

co co 0

~ z 0 i= ~ w ...I w

GRAPHIC SCALES PLATE NOTES1 HORIZONTAL 5~p·-~9-~sp~·-1~qo· 1. SEE PLATE 1 FOR PROJECT LOCATION, INDEX TO PLATES, ABBREVIATIONS AND LEGEND. 2. THE HORIZONTAL DISTANCES ARE IN FEET AND FOLLOW FDEP RANGE MONUMENT AZIMUTH.








VERTICAL 5' 0 5' 10' I 1 I I I

DAn 2/18114 8128114



J.W.L. PLATE;

17 OF22

+20 +20

00 00 +10 +10 00

CIO 0 0

~ ~ z 0 0 z 0 0

~ > ~ >w w ...J 10 10 ...J w w

20 20 0 100 200 300 400 500 600 700 800 900 1000

R-33

+20 ....... , ........ , .........,......... , ........ , .........,......... , .........,......... , ...... +20

:8 +10 0

~ z ~ 0 i=

~ irl 10

--· .....__ --.... ' ' \. '

-:--- "' :,.,; '\ : ' /': '

.. :.... \. : . .. \

EXISTING SU~ACE

EL 10.6' CTQLERANCE)

+10 :8 0

~ z 0 ~

i=

~ 10 irl

20...._~~.__~~.__~~.__~~.__....._~.__~~.__~~.__~~.__~~.__~__. 20

+20

~ +10 0

~ z 0 i= ~ w ...J w

0

10

0 100 200 300 400 500 600 700 800 900 1000

R-34

-----------------------------------------------------------------------------------------' ' ' ' ' ' ' ' ' +20. . . . . . . . . ' ' ' ' ' ' ' ' '

+10 ~

,_; ../ ~ ; /. '-'\ : : : : : : ...... -~~ ..... ~- ~- ... -~- .....\ .: ........ i........ -~- ........ :........ -~- ....... -~ ......

.......__ ' 0

ii '-- \ ...... ·:· ........ ; ........ -:· ...... ~ .............~.-. - --:--- -..-. -..- . -. ,- . -. -..-. -. --- --:-- --..- . -. --~-- ~:- .- . -..- .-. -'--=' 0

~ z 0 i= ~ w

10 irl

' ' ' ' ' MLl/11. 3.83' EL.

' ' '-..;... ' ' ' ' : ""-- ~ :- -- :--- '-...EXISTING ' . . . ........ SURFACE:· ........ : ........ ·:· ....... -~ ..... . ' ' ' -·--·--r--·-----,-----·--·,--·--·--·

' ' '

20~~~~~~~~~~~~~--'~~~~~~~~~~~~~~ 20

0 100 200 300 400 500 600 700 800 900 1000

R-35

PLATE NOTES1 GRAPHIC SCALES

1. 2.

SEE PLATE 1 FOR PROJECT LOCATION, INDEX TO PLATES, ABBREVIATIONS AND LEGEND. THE HORIZONTAL DISTANCES ARE IN FEET AND FOLLOW FDEP RANGE MONUMENT AZIMUTH.








HORIZONTAL 5~p·~~9-~sp~·-1~qo· 5' 0 I 1 I

5' 10' I IVERTICAL

DAB

2/18114 8128114



J.W.L. PLATE;

18 OF22

Y=2,318,000

N

Y=2,312,000

0 0 0 0

~ 8 8 8 600' 0 600' 1200'

~ ~ ~ ~ ~- I 11 I 11 I I I II II II II II >< >< >< >< ><

CUT AREA COORDINATES PLATE LEGEND: POINT x y

A. 531,034.65 2,315,879.08 B. 531,035.60 2,314,492.87 c. 532,650.81 2,312,290.18 D. 539,743.58 2,312,221.50 E. 540,817.10 2,317,373.36 F. 534,123.43 2,317,441.10 G. 534,096.67 2,315,861.63

PLATE NOTES:

POINT H. I. J. K. L. M.

x y

534,497.03 2,316,429.25 534,470.03 2,313,829.25 536,097.03 2,312,339.25 538,534.03 2,312,313.25 538,557.03 2,314,566.25 537,246.03 2,316,400.25

r- - -, L __•

@ @

1. SEE PL #01 FOR PROJECT LOCATION, INDEX TO PLATES, ABBREVIATIONS AND LEGEND.

2. CONTOURS GENERATED FROM SURVEY#13-171 COMPLETED BETWEEN 8/19/13 TO 8/22/13.

3. THE APPROXIMATE BORROW AREA SURFACE USED FOR ESTIMATING THE VOLUME WAS DEVELOPED FROM THE DEPTH OF BEACH QUALITY MATERIAL AT EACH BORING. PLEASE REFER TO SEDIMENT COMPATIBILITY ANALYSIS.

us Arrrrt Corpe ofEngln..,.• JacbonYlllo Dlatrlct






BORROW AREA

- BORROW AREA

- PREVIOUSLY USED BORROW AREA

- EXISTING BORING LOCATIONS

- CUT AREA COORDINATE POINT

DAn 2/18114 8128114

PllC1VU REVISION DARI L.R.P. MAR. 2014 L.R.P. M.P.N. -SY•

J.W.L. PLATE;

19 OF22

re:Ill"' ~i} ~=1!l~ 11

i ~ z 0

~ "I -t

~ ~ ;c m.,.

F -t :illlO:; ~ !I :ill "' a; m =in "' ~- ~ aO ~F.!l 0 i!~ ~ ,, z

0'8 ~ 0_... ~<!lo m zc

~i I on a; •::! -' Ul

0 ~ -< z

I II

~ a • Ill

i :z: z::C0 ~£

= ~m,.

"Ill c;JI

e 8~ ~ cm

• -I ~~ m rn .....~!l ~ 5;J!a - <!le z 0 ~~• z --i

"'Ill

f rn ~

~!)?I ~~iii••

~~I:u :u

;::: I'ti I!:z a "

~ ! §Ill!!' <- ~ ~-0 ::t iJl 'II r- "' N 0 N :;:

0 - - - - - - - : - - - - - - - - -:- - - - - - - - - : - - - - - - - - -:- - - - - - - - -~ - - - - - - - - : - - - - - - - - -:- - - - - - - - - : - - - - - - - - - - - - - - - - -:- - - - - - - - - : - - - - - - - - :- - - - - - - - -:- - - - - - - - - : - - - - - - - - -:- - - - - - - - - : - - - -

10

20

30

40

50

I I I I I I I I I I

' ' ' ' ' '

Pl$YIOUSLY ~SEO BORR¢w AREA -------J·--------·---------l---------·---------'--------·'---------·-------·- ... ·--·--· J---------·---------l--------J _________ ,_________ , _________,_________ ._ ___ _

0.,, +N CID

:! fn Ill z :i:z: u !C :::&

. . . . . . . ' ' ' . . . . . . I I I I I I I I I I I I

25+00 30+-00 35+00 40-+-00 45+00 50+00ffi BORROW AREA SECTION DETAIL 19

- . - -·· - - . - - . - - ' - - . - - . - - ··- - . - - . - - · ·- - . - - . - - .• - . - - . - - . -·-. - - . - - . 0

I I I + + + _ _ __ ,___ _ __ _ __ 1 __ _ __ _ ___, __ _ __ _ ___ .__ _ __ _ __ .l - · -- · -- · -·- · -- · ---. . .

: EXIS"f:ING SURFA~E~: : : . . . . . . I I I I I I

I I I I I I . . . . . . I I I I I I

C!3,~~~~~ __ : __ . _C~l\IM9""3_9_ __ :__ . -..:./ -~--'\ ·--....- ;(. . ·4:: __,...,...... :"-""' _r --. • • •

85+00 90+-00 95-+-00 100+00 105+00 110+00

@ BORROW AREA SECTION DETAIL

10

20 "' ~

~ z

30 g ~

40

-' w

B SAND (SP)

~ CLAY (CH)

LEGEND

Bllllll SILTYSAND (SM) ~ CLAYEYSAND (SC)

iii SAND W/ SILT (SP-SM)

PLATE NOTES:

1. SEE PLATE 1 FOR PROJECT LOCATION, INDEX TO PLATES, ABBREVIATIONS AND GENERAL NOTES.

2. THE APPROXIMATE BORROW AREA SURFACE USED FOR ESTIMATING THE VOLUME WAS DEVELOPED USING THE DEPTH OF BEACH QUALITY MATERIAL AT EACH BORING. PLEASE REFER TO SEDIMENT COMPATIBILITY ANALYSIS FOR BORROW CUT DEPTHS.

GRAPHIC SCALES

1000' 1000'

HORIZONTAL .._I_._1__.__...__.___.__...__.___.___.__.________.

2(/

VERTICAL I I

re:Ill"' ~i} ~=1!l~ 11

i ~ z 0

~ "I -t

~ ~ ;c m.,.

F -t :illlO:; ~ !I :ill a; m =in ~- ~ aOF.!l 0 i!~ ~ ,, 0'8 ~ _... <!lo m zc ~i I on

•::! 0

~ -< z

I II

~ a • Ill

i :z: z::C0 ~£

= ~m,.

"Ill c;JI

e 8~ ~ cm

• -I ~~ m rn .....~!l ~ 5;J!a - <!le z 0 ~~• z --i

"'Ill

f rn ~

~!)?I ~~iii••

~~I:u :u

;::: I'ti I!:z a "

~ ! § ... !!'

<- ~ ~-... a ::t iJl... r- "' 1:1

0 :;:

0

10

~ 20 :;c z s ~ 30

irl

40

50

--·--·- .. ·--·--·--··--·--·--·--·--·--··--·--·--· .. -·--·--··-·--·--·-·-·--·--·- .. ·--·--·- .. ·--·--·--··--·--·--·--·--·--··--·--·--· I I I I I I I I I I I +

' ' PREVIOUSLY USED BORROW AREA

I I I I I I J I I I I +

- - • - - • - .! • - - • - - • - - • • - - • - - • - - ~ - - • - - • - - .• - - • - - • - - • ·- - • - - • - - • ~ - • - - • - - • • - • - - • - - • - \. • - - • - - • - .! • - - • - - • - - • • - - • - - • - - ~ - - • - - • - - ·' - - • - - • - - • I I I I I I I I I I I +: : f: EXIS~ING SURF~E : : : :

__ -:-:-_- _~ _-..,9!'1:~~~1_0____ . _________;_________ ;_________ ; _________:__ --CB-NAS9S-20 - - _;

· '-. -:!: · CB·NAS98·12 · ,....... ~~ · · : •. : .: . : ,- ~Nci:93-23 : \.. :;.•, : : :;: """ :--- ..... _, _r; . ~ . : ::: :

- - - ee-NAS9~24-

I I ... .....

-,- -, ---, --

:2' ALLOWA$LE BUFFE~

2<>+<JO 25+00 30+00 35+00 40+00 45+00 50+00 55+00 60+00 65-+00 7<>+<JO 75+00

@ BORROW AREA SECTION DETAIL

0 LEGEND

0 0

i g Ill z :i z u ~•

D SAND (SP) Ill SILTYSAND(SM) ~ CLAYEYSAND(SC)

8 +i g Ill z :i z u

=•

' ' . . - - - - - - - - -:- - - - - - - - - ~ - - - - - - - - -:- - - - - - - - 10 . ' .

' ' '

----------------- ·:- - ~EX.fSi1~irisi.JRf:A.cE ----

CB-N~ : l ~N~9M1 :

---_;..;.: 7:f --- 1'..~--------:/'.iY.__ _~- .:_.:..: --

' '--------.,---------.---

20 ::8 0

~ z

30 Q ~

~

50

ss+oo 90+00 95+00 1oo+oo 1os..88ffi BORROW AREA SECTION DETAIL 19

~ CLAY (CH) ~ SANDW/SILT(SP-SM)

PLATE NOTES:



GRAPHIC SCALES

1000' 1000'

HORIZONTAL I I

20' 20'

VERTICAL I I

re:Ill"' ~i} ~=1!l~ 11

i ~ z 0

~ "I -t

~ ~ ;c m.,.

F -t :illlO:; ~ !I :ill a; m =in ~- ~ aOF.!l 0 i!~ ~ ,, 0'8 ~ _... <!lo m zc ~i I on

•::! 0

~ -< z

I II

~ a • Ill

i :z: z::C0 ~£

= ~m,.

"Ill c;JI

e 8~ ~ cm

• -I ~~ m rn .....~!l ~ 5;J!a - <!le z 0 ~~• z --i

"'Ill

f rn ~

~!)?I ~~iii••

~~I:u :u

;::: I'ti I!:z a "

~ ! §ti !!'

<- ~ ~-0 ::t iJl'II r- "' ti 0

:;:

0

10

:g 20 c

~ z 0 ~ 30

it_. w

40

50

5-t-00

' ' ' PREVIOUSLY UsED BORROW AREA

- • - - • - - ~ - - • - - • - - .• - - • - - • - - • ·- - • - - • - - • ~ - • - - • - - • -· - • - - • - - • - \. • - - • - - • - .! • - - • - - • - - '. - - • - - • - - --·--·--·'--·--·--·'--·--·--·

CB-NAS~O

10+00

I I I I I I I + ' '

' ' :zALLOW~LE BUFFE~ ' '

15+00 20+00 25+00 30+00 35+00 40+00 45+00 50+00 55+00 &C>t-00

ffi BORROW AREA SECTION DETAIL

LEGEND

D SAND (SP) Ill SILTY SAND (SM) ~ CLAYEY SAND (SC)

~ CLAY (CH) ~ ~ SAND W/ SILT (SP-SM)

PLATE NOTES:



65-t-OO 70+00

GRAPHIC l~ALEI

1000' 0

HORIZONTAL I I I I 20' 0

VERTICAL I I I I

1000'

20'

Documents

The attached plan was prepared by the Jacksonville ...€¦ · fdep azimuth bearing mean high water line fort clinch aquatic preserve not for construction permit drawings shore protection