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INTRACOASTAL WATERWAY VICINITY OF JUPITER INLET … · 2 y 800,000 1 y 150,000 i b sheet layout...

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A 6 Y 950 , 000 Y 900,000 / Y 850,000 .5 2 Y 800,000 1 Y 150,000 I B SHEET LAYOUT JUNO BEACH INLET PAL" BE ACH r ES BLVD. BLVD . LAKE CLARK \ ORES ViLLAGE OF PALM BEACH ':::1:1 ., .. BEACH SHORES LAKE WORTH c '" SOUTH PALM BEACH MANALAPAN SHEET B OF 11 SHe" '0 0' " OCEAN RIDGE / / I/BR [NY BREEZES LAKE WA R '/ D ATLANm AVENl flJ OULESTR"" ii' DELRAY lEACH I I I c I o I E r I G I H a a a a m __ --------- ...:;- -1 ED us !"'.n., Cor... x .. L......... \ ,-------...( ',--- --.!. INTRACOASTAL WATERWAY VICINITY OF PALM BEACH JUPITER INLET COUNTY, FLORIDA .... aJT NAIIE STA. (Jo()(J M 25 P 1 P 2 P 3 P 4 P 5 P 49 P 50 P 51 P 52 PROJECT CONDITION SURVEY IO-FOOT I BENCHMARK I I IU-308 I 18.47 I PALII BEACH COUNTY CENTERLINE CONTROL PLANE CDOI/OINATES (FEET) CENTERLINE X (FEET) Y (FEET) RANGE (FEET) 795,022 . 49 955,255 . 95 52 . 5 797,695 . 25 962,379.74 799 , 973 . 58 954 , 584.83 800,025 . 01 951,972.75 799 , 739 . 36 950 , 857.08 797,265 . 36 951,085.63 811.148 . 05 811.099.11 810,915 . 79 807,842.39 810 , 48 1. 54 802 , 836.19 809,77 1. 14 801,54668 LEGEND "B M BENCHMARK 62 . 5 62 . 5 62 . 5 62 . 5 62 . 5 62 . 5 62 . 5 62 . 5 62 . 5 __ GREE N DAY BEACON ... RED DAY BEACON I RE D LIGHTED BUOY f) GREE N LIGHTED BUOY tI.. CAN BUOY J'N NUN BUOY 8 T I DE STAFF T AZIIIlfTH 329°53'23" 343"42 50" 358"51'00" 014"24 33" 095" 16'49" 081"4501" 004"04 45" 004"57 27" 028"51'02" 007"07 54" I PROJECT NGVD 1929 § a a . N kAAA11 lIN IIAP NGVD 1929 Relationship between NGVD 1929 and Mean Low Water SURVEY NOTES, I. REFER TO SURVEY NO. 07-079. 2. SOUNDINGS ARE IN FEET AND TENTHS AND REFER TO MEAN LOW WATER (MLW) WHICH IS 0.90 FEET BELOW NGVD 1929. 3. ALL ELEVATIONS ARE BELOW THE CHART DATUM UNLESS PRECEDED BY A 1+) SIGN. 4. TIDAL REDUCTIONS WERE MADE FROM A STAFF SET ON A DOCK PILING IN THE VICINITY OF AND REFERENCED FROM BENCHMARK 'U-30B". 5. PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR PROJECTION FOR THE EAST ZONE OF FLORIDA AND REFERENCED TO NORTH AMERICAN DATUM OF 1927 (NAD27). 6. ALL AZIMUTHS ARE GRID, RECKONED CLOCKWISE FROM SOUTH. 7. ALL STATIONING REFERS TO THE CENTERLINE OF THE CHANNEL. B. SURVEY WAS PERFORMED USING DIFFERENTIAL GPS FOR POSITIONING AND UTILIZING THE USCG NAVBEACON SYSTEM AS THE REFERENCE SITE. VERTICAL MEASUREMENTS WERE MADE USING A ROSS SMART SOUNDER DEPTH RECORDER WITH A 200KHZ (HIGH FREDUENCY! TRANSDUCER. VESSEL DATE OF SURVEY CUT W8-34 30 MAY 2007 P-I THRU P-9 9. AIDS TO NAVIGATION WERE NOT LOCATED DURING THIS SURVEY. 10. 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 THE SURVEY AND IS NOT TO BE USED FOR NAVIGATION. II. SURVEY ACCURACY PERFORMANCE STANDARDS. QUALITY CONTROL . AND DUALITY ASSURANCE REQUIREMENTS WERE FOLLOWED DURING THIS SURVEY IN ACCORDANCE WITH USACE EM 1110-2-1003. HYDROGRAPHIC SURVEYING. I JAN 02. I .. .. " " .. TAMPA i o COCOA FT MYERS MIAMI . "rj:- ,.- 00- " ;...:.(;"".' KEf \/EST N GRAPHIC SCALE ... ... r .. - ... " .. " ... .. 1- --1 .. 10,000' 0 10,000' 20,000' LI ___J.I__ I 01 E kI C'. ,.. Dlslrtcl SAFETY (II THIS JCB DEPEIIlS lIN YQJ >- .... > Ir ::J.... VI iii z.., DI 00 .. - Ir 101 50. z .... g 00 .:t Uo IE I- 't uo 0u .... - .., o Ir 0. DRAWING NO. 1/8 SHEET 1 OF XX I- - I-
Transcript
Page 1: INTRACOASTAL WATERWAY VICINITY OF JUPITER INLET … · 2 y 800,000 1 y 150,000 i b sheet layout juno beach inlet pal" be ach r es blvd. . ~ blvd . lake clark \ ores village of palm

A

6

Y 950 , 000

Y 900,000

/

Y 850,000

.5

2 Y 800,000

1 Y 150,000

I B

SHEET LAYOUT

JUNO BEACH

INLET

PAL" BE ACH r ES BLVD.

. ~ BLVD .

LAKE CLARK \ ORES

ViLLAGE OF PALM BEACH

':::1:1 ., .. BEACH SHORES

LAKE WORTH

c

'" SOUTH PALM BEACH ~

MANALAPAN

SHEET B OF 11

SHe" '0 0' "

OCEAN RIDGE

// I/BR [NY BREEZES

LAKE WA R ' / D

" ~ T ATLANm AVENl

flJOULESTR"" ii'

DELRAY lEACH

I

I

I

c I o I E r I G I H a a a a ~ m __---------...:;-­ 1ED

us !"'.n.,Cor... x .. L......... \ ,-------...( \~ ~~COLA ',--- --.!. r.~1 ~

INTRACOASTAL WATERWAY VICINITY OF

PALM BEACH JUPITER INLET

COUNTY, FLORIDA ....

aJT NAIIE STA. (Jo()(J

M 25

P 1 P 2 P 3 P 4 P 5 P 49 P 50 P 51 P 52

PROJECT CONDITION SURVEY IO-FOOT

I BENCHMARK IEL:;:~FTJ I IU-308 I 18.47 I

PALII BEACH COUNTY CENTERLINE CONTROL

PLANE CDOI/OINATES (FEET) CENTERLINE X (FEET) Y (FEET) RANGE (FEET)

795,022 . 49 955,255 . 95 52 . 5 797,695 . 25 962,379.74 799 , 973 . 58 954 , 584.83 800,025 . 01 951,972.75 799 , 739 . 36 950 , 857.08 797,265 . 36 951,085.63 811.148 . 05 811.099.11 810,915 . 79 807,842.39 810 , 48 1. 54 802 , 836.19 809,77 1. 14 801,54668

LEGEND

"B M BENCHMARK

62 . 5 62 . 5 62 . 5 62 . 5 62 . 5 62 . 5 62 . 5 62 . 5 62 . 5

~1;__~L'~O~HT~E D~BE~A~CD~N~~ • GREE N DAY BEACON

... RED DAY BEACON

I RE D LIGHTED BUOY

f) GREE N LIGHTED BUOY

tI.. CAN BUOY

J'N NUN BUOY

8 T I DE STAFF

T

AZIIIlfTH

329°53'23" 343"42 50" 358"51'00" 014"24 33" 095" 16'49" 081"4501" 004"04 45" 004"57 27" 028"51'02" 007"07 54"

I

PROJECT

NGVD 1929

§ a a. N

kAAA11 lIN IIAP

NGVD 1929

Relationship between NGVD 1929 and Mean Low Water

SURVEY NOTES,

I. REFER TO SURVEY NO. 07-079.

2. SOUNDINGS ARE IN FEET AND TENTHS AND REFER TO MEAN LOW WATER (MLW) WHICH IS 0.90 FEET BELOW NGVD 1929.

3. ALL ELEVATIONS ARE BELOW THE CHART DATUM UNLESS PRECEDED BY A 1+) SIGN.

4. TIDAL REDUCTIONS WERE MADE FROM A STAFF SET ON A DOCK PILING IN THE VICINITY OF AND REFERENCED FROM BENCHMARK 'U-30B".

5. PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR PROJECTION FOR THE EAST ZONE OF FLORIDA AND REFERENCED TO NORTH AMERICAN DATUM OF 1927 (NAD27).

6. ALL AZIMUTHS ARE GRID, RECKONED CLOCKWISE FROM SOUTH.

7. ALL STATIONING REFERS TO THE CENTERLINE OF THE CHANNEL.

B. SURVEY WAS PERFORMED USING DIFFERENTIAL GPS FOR POSITIONING AND UTILIZING THE USCG NAVBEACON SYSTEM AS THE REFERENCE SITE. VERTICAL MEASUREMENTS WERE MADE USING A ROSS SMART SOUNDER DEPTH RECORDER WITH A 200KHZ (HIGH FREDUENCY! TRANSDUCER.

VESSEL DATE OF SURVEY CUT

W8-34 30 MAY 2007 P-I THRU P-9

9. AIDS TO NAVIGATION WERE NOT LOCATED DURING THIS SURVEY.

10. 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 THE SURVEY AND IS NOT TO BE USED FOR NAVIGATION.

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

I

O TALL~HASSEE

.... " "..

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GRAPHIC SCALE

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.. "... .. 1­-­1..

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I

01 E • kI C'. ,.. Dlslrtcl

SAFETY (II THIS JCB DEPEIIlS lIN YQJ

>­.... >Ir ::J.... ~

VI ~ iii z.., DI 00 .. - Ir 10150. I~ z .... g ~ 00 .:tUo IE

I- 't ~ uo 0u .... ­.., o Ir 0.

DRAWING NO.

1/8 SHEET 1 OF XX

-

Page 2: INTRACOASTAL WATERWAY VICINITY OF JUPITER INLET … · 2 y 800,000 1 y 150,000 i b sheet layout juno beach inlet pal" be ach r es blvd. . ~ blvd . lake clark \ ores village of palm

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Page 4: INTRACOASTAL WATERWAY VICINITY OF JUPITER INLET … · 2 y 800,000 1 y 150,000 i b sheet layout juno beach inlet pal" be ach r es blvd. . ~ blvd . lake clark \ ores village of palm

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Page 5: INTRACOASTAL WATERWAY VICINITY OF JUPITER INLET … · 2 y 800,000 1 y 150,000 i b sheet layout juno beach inlet pal" be ach r es blvd. . ~ blvd . lake clark \ ores village of palm

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Page 6: INTRACOASTAL WATERWAY VICINITY OF JUPITER INLET … · 2 y 800,000 1 y 150,000 i b sheet layout juno beach inlet pal" be ach r es blvd. . ~ blvd . lake clark \ ores village of palm

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Page 8: INTRACOASTAL WATERWAY VICINITY OF JUPITER INLET … · 2 y 800,000 1 y 150,000 i b sheet layout juno beach inlet pal" be ach r es blvd. . ~ blvd . lake clark \ ores village of palm

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