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Army Corps of Engineers INTRACOASTAL · PDF file10 f e d c b a 10 9 8 7 6 5 intracoastal...

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10 F E D c B A 10 9 8 7 6 5 INTRACOASTAL WATERWAY VICINITY OF CROSSROADS IWW CUT M - 4 & M-5 & OWW CUTS 1 & 2 PROJECT CONDITION SURVEY 9 8 ATLANTIC OCEAN ST. LUCIE INLET GRAPHIC SCALE 7 3000' , o , 3000 , N 6 8000 , 5 4 4 3 ALABAMA , PENSACOLA GEORGIA '-- - -- OTALLAHASSEE - LOCATION MAP SURVEY NOTES· 1. REFER TO SURVEY NO. 10·127 2 2. ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO NOAA'S VDATUM MODEL FOR FLORIDA, WHICH IS BASED ON MLLW OF THE 1883-2001 TIDAL EPOCH. - C'I 3. TIDAL REDUCTIONS WERE OBTAINED UTILIZING REAL·TIME KINEMATIC GPS AND REFERENCED TO MLLW WITH A KINEMATIC TIDAL DATUM MODEL, THIS KINEMATIC TIDAL DATUM MODEL IS NAMED "lndlanRlver-5lLucle"'artln-ll8JuIy2010.kId"AND CAN BE OBTAINED FROM OPERATIONS DIVISION, HYDROGRAPHIC SURVEY SECTION. 4. ALL ELEVATIONS ARE BELOW THE CHART DATUM UNLESS PRECEEDED BY A (+) SIGN. 5. PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR PROJECTION FOR THE EAST ZONE OF FLORIDA AND REFERENCED TO THE NORTH AMERICAN DATUM OF 1883 (NAD 83). 8. THIS SURVEY WAS PERFORMED USING REAL·TIME KINEMATIC GPS POSITIONING WITH THE FOLLOWING REFERENCE BASE LOCATIONS: "BURCHFIELD 2010" NORTHING: 1,028,810.093' EASTING: 818,803.487' NAVD88 ELEVATION: 3.55' MLLW ELEVATION: NIA "8722383 TIDAL 5i9n" NAVD88 ELEVATION: 2.48' MLLW ELEVATION: 3.88' 7. VERTICAL MEASUREMENTS WERE MADE USING A ROSS SMARTSOUNDER DUAL FREQUENCY 28/200 KHZ SINGLE BEAM TRANSDUCER 8. SURVEY VESSEL DATE OF SURVEY WB-32 28 JULY 2010 SOUNPER ROSSSMARTSOUNDER2&nOOKHZ 8. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF SURVEYS MADE ON THE DATES INDICATED ABOVE AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS AT THAT TIME. THIS CHART IS SOLELY FOR THE DISTRIBUTION OF AVAILABLE DEPTHS AT THE TIME OF SURVEY• 10. SURVEY ACCURACY STANDARDS, QUALITY CONTROL, AND QUALITY ASSURANCE REQUIREMENTS WERE FOLLOWED DURING THIS SURVEY IN ACCORDANCE WITH USACE EM 1110-2·1003, HYDROGRAPHIC SURVEYING,I JAN 02. LEGEND · BM BENCHMARK ! LIGHTED BEACON GREEN DAYBEACDN ... RED DAYBEACON RED LIGHTED BUOY GREEN LIGHTED BUOY C CAN BUOY N NUN BUOY 8 TIDE STAFF 8 PROJECT DEPTH 3 2 1 I!III ..... us Army Corps of Engineers Jacksonville District SAFETY ON TI-lIS JOB DEPENDS ON YOU f c U z. r:1 w w z " !; z w !1i ,,0: w il1g J: >- Ow 0 !;: w "il; 1n0 w " :;; z 0 S1 , jot-; a fliS! 1 • J b ! D:!..J Z z Z q i ij I ! , S " . N .. ti 0: .. w .. > i::"" ::I d' U !:lw :::)u l 111111 Z., w..:1- oi a >- j:L -"" 1:10 Zo ' .. 0 ... :I U o .. "" ... iii .. , -OJ: :I <0 i lO I!! 'w w " ::I 0 U L l SCIlla; AS SHOWN Drawing no. SHEET 1 OF 44 1 16 F E D c B A
Transcript
Page 1: Army Corps of Engineers INTRACOASTAL · PDF file10 f e d c b a 10 9 8 7 6 5 intracoastal waterway vicinity of crossroads iww cut m - 4 & m-5 & oww cuts 1 & 2 project condition survey

10

F

E

D

c

B

A

10

9 8 7 6 5

INTRACOASTAL WATERWAY VICINITY OF CROSSROADS

IWW CUT M - 4 & M-5 & OWW CUTS 1 & 2 PROJECT CONDITION SURVEY

~~

9 8

ATLANTIC OCEAN

.JI'\oII1<~~~IIII - ST. LUCIEINLET

GRAPHIC SCALE

7

3000', o, 3000,

N

6

8000,

5

4

4

3

ALABAMA ~

~---, PENSACOLA • GEORGIA

'-- --­OTALLAHASSEE

-

LOCATION MAP

SURVEY NOTES·

1. REFER TO SURVEY NO. 10·127

2

2. ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO NOAA'S VDATUM MODEL FOR FLORIDA, WHICH IS BASED ON MLLW OF THE 1883-2001 TIDAL EPOCH.

-C'I

3. TIDAL REDUCTIONS WERE OBTAINED UTILIZING REAL·TIME KINEMATIC GPS AND REFERENCED TO MLLW WITH A KINEMATIC TIDAL DATUM MODEL, THIS KINEMATIC TIDAL DATUM MODEL IS NAMED "lndlanRlver-5lLucle"'artln-ll8JuIy2010.kId"AND CAN BE OBTAINED FROM

OPERATIONS DIVISION, HYDROGRAPHIC SURVEY SECTION.

4. ALL ELEVATIONS ARE BELOW THE CHART DATUM UNLESS PRECEEDED BY A (+) SIGN.

5. PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR PROJECTION FOR THE EAST ZONE OF FLORIDA AND REFERENCED TO THE NORTH AMERICAN DATUM OF 1883 (NAD 83).

8. THIS SURVEY WAS PERFORMED USING REAL·TIME KINEMATIC GPS POSITIONING WITH THE FOLLOWING REFERENCE BASE LOCATIONS:

"BURCHFIELD 2010" NORTHING: 1,028,810.093' EASTING: 818,803.487' NAVD88 ELEVATION: 3.55' MLLW ELEVATION: NIA

"8722383 TIDAL 5i9n" NAVD88 ELEVATION: 2.48' MLLW ELEVATION: 3.88'

7. VERTICAL MEASUREMENTS WERE MADE USING A ROSS SMARTSOUNDER DUAL FREQUENCY 28/200 KHZ SINGLE BEAM TRANSDUCER

8. SURVEY VESSEL DATE OF SURVEY

WB-32 28 JULY 2010

SOUNPER

ROSSSMARTSOUNDER2&nOOKHZ

8. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF SURVEYS MADE ON THE DATES INDICATED ABOVE AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS AT THAT TIME. THIS CHART IS SOLELY FOR THE DISTRIBUTION OF AVAILABLE DEPTHS AT THE TIME OF SURVEY•

10. SURVEY ACCURACY STANDARDS, QUALITY CONTROL, AND QUALITY ASSURANCE REQUIREMENTS WERE FOLLOWED DURING THIS SURVEY IN ACCORDANCE WITH USACE EM 1110-2·1003, HYDROGRAPHIC SURVEYING,I JAN 02.

LEGEND

· BM BENCHMARK

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... RED DAYBEACON

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Page 2: Army Corps of Engineers INTRACOASTAL · PDF file10 f e d c b a 10 9 8 7 6 5 intracoastal waterway vicinity of crossroads iww cut m - 4 & m-5 & oww cuts 1 & 2 project condition survey

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Page 3: Army Corps of Engineers INTRACOASTAL · PDF file10 f e d c b a 10 9 8 7 6 5 intracoastal waterway vicinity of crossroads iww cut m - 4 & m-5 & oww cuts 1 & 2 project condition survey

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Page 4: Army Corps of Engineers INTRACOASTAL · PDF file10 f e d c b a 10 9 8 7 6 5 intracoastal waterway vicinity of crossroads iww cut m - 4 & m-5 & oww cuts 1 & 2 project condition survey

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