San_Juan_Harbor_C11bandC17a.pdf

PDF 2 MB Posted Aug 1, 2016

Attached to: SAN JUAN HARBOR, PUERTO RICO MAINTENANCE DREDGING
Solicitation number: GROUP4-10-R-J028
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

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Drawings C11b and C17a.

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File	Type	Posted
REVISION_0003.pdf	PDF	Aug 10, 2016
14-109_SAN JUAN HBR_CUT-4_STA 0 00 - 5 85 _04AUG2014_HF_ALLPTS_neg.xyz	XYZ file	Aug 1, 2016
PPCSITE07001442.pdf	PDF	Aug 1, 2016
14-140_all_data_1-200scale.xyz	XYZ file	Aug 1, 2016
14-020.xyz	XYZ file	Aug 1, 2016
Revision_0001_(002).pdf	PDF	Jul 18, 2016
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G410RJ028Plans.pdf	PDF	Jul 8, 2016
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Sec_00_31_21.10_VOL_2of2_Monuments.pdf	PDF	Jul 8, 2016

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-S

J H

-C

N x s c .d g n

D R

E D

G C

R O

S S S

E C

N S

B -3

R E

E D T

O A

C C

O M

P A

N Y A

M E

N D

M E

N T N

U M

B E

10 9 8 7 6 5 4 3 2

10 9 8 7 6 5 3 2 1

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DRAWING NO.

D E

S C

N N o

S Y

M Z

O N

DEPENDS ON YOU

SAFTEY ON THIS JOB

D E

P A

R T

M E

N T O

F T

H E A

R M

GRAPHIC SCALE

M .R .2

J .E .B

M .P .N

M A

T E

N A

N C

E D

R E

D G

-F

O O

T P

R O J

E C

T C

O R

P S O

F E

N G

E E

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S O

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L E D

T R

J A

C K

S O

N V

L E F

L O

N P

R O J

E C

A N

S A

N J

U A

N H

A R

B O

A N J

U A

N P

U E

R T

O R

O F

E B

R U

A R

EXISTING GRADE

40 - FOOT REQUIRED DEPTH

2 - FOOT ALLOWABLE OVERDEPTH

R G

NOTES:

500700800900100011001200130014001500160017001800 400 300 200 100 0

R G

E L E

V A

N I

N F

M L L

E L E

V A

N I

N F

M L L

R G

600700800900100011001200130014001500160017001800

19002000

190020002100220023002400

R G

S 2500260027002800

R G

E L E

V A

N I

N F

M L L

E L E

V A

N I

N F

M L L

-200-100

VERT = SCALE "B"

HORIZ = SCALE "A"

VERT = SCALE "B"

HORIZ = SCALE "A"

VERT = SCALE "B"

HORIZ = SCALE "A"

SECTION AT STA. 12+00 GRAVING DOCK CHANNEL

SECTION AT STA. 24+00 SAN ANTONIO APPROACH CHANNEL

SECTION AT STA. 60+00 ARMY TERMINAL CHANNEL

PROJECT CHANNELANCHORAGE AREA - E

AREA TO BE DREDGED

PROJECT CHANNEL

AREA TO BE DREDGED

ARMY TERMINAL TURNING BASIN SABANA APPROACH CHANNEL

E L E

V A

N I

N F

M L L

E L E

V A

N I

N F

M L L

R G

5006007008009001000 400 300 200 -400-300-200-100100 011001200130015001600170018001900200021002200230024002500 1400260027002800290030003100

PROJECT CHANNELCRUISE SHIP BASIN WESTLOCAL SPONSOR DREDGE AREA CRUISE SHIP BASIN EAST

R G

"B"

20'10'010'

"A" 200'100'0100'

GRAPHIC SCALES

60 60

C-05a

C-10a

C-12a

C-13a

C-17a

R G

5 5

R G

AREA TO BE DREDGED AREA TO BE DREDGED

2 - FOOT ALLOWABLE OVERDEPTH

36 - FOOT REQUIRED DEPTH

2 - FOOT ALLOWABLE OVERDEPTH

REQUIRED DEPTH

36 - FOOT

R G

36 - FOOT REQUIRED DEPTH

2 - FOOT ALLOWABLE OVERDEPTH

"SIDE SLOPES" FOR SIDE SLOPE DREDGING.

SEE SPECIFICATIONS SECTION 35 20 23 PARAGRAPH TITLED

CONTRACTUAL PAYMENT PROPOSES ONLY.

3. SIDE SLOPES SHOWN ON CROSS SECTIONS ARE FOR

THE CONTRACTING OFFICER.

PILING, OR ANY OTHER STRUCTURE EXCEPT AS DIRECTED BY

2. NO DREDGING WILL BE PERMITTED WITHIN 25' OF ANY PIER,

1. SEE DRAWING G-01a FOR PROJECT OVERVIEW AND GENERAL NOTES.

(SEE NOTE 3)

F A

C E O

F D

O C

B U

L K

H E

A D O

R O

T H

E R S

T R

U C

T U

R G

32 - FOOT DEPTH

(SEE NOTE 3)

30 - FOOT DEPTH

35 - FOOT DEPTH

2 - FEET

P R

- 2

P R

- 2

NOT TO SCALE

KEY PLAN - MITIGATION

C -04b

C -05b

C -0 6b

C -0 7b

C-08b C-09b C-10b

C-11B

PLACEMENT BASELINE

PLACEMENT LIMITS

25 10

15 10

200'100'0100'

NOTE:

Y=881,500

Y=882,000

Y=882,500

Y=883,000

Y=883,500

Y=884,000

Y=884,500

X ,5

X ,0

X ,5

X ,0

X ,5

X ,0

X ,5

LAG

UNA DEL CO

NDADO

PUENTE D

OS HERMANOS

L P

L A

C E

M E

N T A

R E

A O

V E

R V

NORTHING EASTING

PLACEMENT LIMIT

BASELINE

POINT DESCRIPTION

PLACEMENT CONTROL POINTS

AVENIDA ASHFORD

PR - 26 O

PR - 26 E

ORT

SAC

YTOI

RODLAB

NAMOR OSERPXE

A_1001

DIAZ

779,015.21

778,411.42

779,252.49

778,648.70

779,942.10

777,644.51

P U

E N

T E E

S T

E V

E Z

C-11b

-S

J M

T -C

N p ln .d g n

1. SEE DRAWING G-01b FOR PROJECT OVERVIEW, MAPS AND GENERAL NOTES.

882,940.54

883,385.45

883,262.56

883,707.47

882,505.97

884,198.99

B -7

R E

E D T

O A

C C

O M

P A

N Y A

M E

N D

M E

N T N

U M

B E

B C

1 1

LAGUNA DEL CONDADO SURVEY NOTES:

NORTHING EASTINGDESIGNATION ELEV

B 1001

A 1001

DIAZ

PID

AA7656

AA7657

DE5469

776,429.10

780,499.83

778,615.60

883,971.40

882,738.39

877,862.52

CONTROL TABLE (14-140)

HORIZONTAL AND VERTICAL

8.43

8.80

19.18

B_1001

PRECEDED BY A (+) SIGN.

7. ALL ELEVATIONS ARE BELOW THE CHART DATUM UNLESS

ARE IN THE UNITS OF U.S. SURVEY FEET.

6. ALL SURVEY MEASUREMENTS, COORDINATES AND ELEVATIONS

CONDITIONS AT THAT TIME.

AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL

RESULTS OF SURVEYS MADE ON THE DATES INDICATED ABOVE

5. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE

DURING THE PERIOD OF AUGUST 15 TO 26, 2014

4. THE SURVEY DATA DEPICTED ON THIS MAP WAS OBTAINED

DATUM OF 1983 (2011 ADJUSTMENT).

ISLAND, AND ARE REFERENCED TO THE NORTH AMERICAN

PROJECTION FOR PUERTO RICO AND THE U.S. VIRGIN

3. PLANE COORDINATES ARE BASED ON THE LAMBERT

TO PUERTO RICO VERTICAL DATUM 2002 (PRVD02) .

2. ELEVATIONS ARE IN FEET AND TENTHS AND REFER

1. REFER TO SURVEY NO.14-140

10 9 8 7 6 5 4 3 2

10 9 8 7 6 5 3 2 1

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DRAWING NO.

D E

S C

N N o

S Y

M Z

O N

DEPENDS ON YOU

SAFTEY ON THIS JOB

D E

P A

R T

M E

N T O

F T

H E A

R M

GRAPHIC SCALE

M .R .2

J .E .B

M .P .N

M A

T E

N A

N C

E D

R E

D G

-F

O O

T P

R O J

E C

T C

O R

P S O

F E

N G

E E

R S

J A

C K

S O

N V

L E D

T R

C K

S O

N V

L E F

L O

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R O J

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A N

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N J

U A

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B O

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U A

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O R

O F

E B

R U

A R

C-17a

C-11b

File details come from the government source that posted it. Updated Nov 14, 2017.