DwgSet01.pdf

PDF 4 MB Posted May 7, 2010

Attached to: Lake Pontchartrain and Vicinity, HSDRRS, Floodwall & Gates - LPV 103. 1A2 E. Bank Orleans Canal to W. Bank London Canal, Orleans Parish, LA
Solicitation number: LPV10309H0049
Issued by: Department of the Army Corps of Engineers Engineering District New Orleans

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Set 1 of Drawings

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DwgSet05.pdf	PDF	May 7, 2010
DwgSet15.pdf	PDF	May 7, 2010
DwgSet02.pdf	PDF	May 7, 2010
DwgSet03.pdf	PDF	May 7, 2010
DwgSet11.pdf	PDF	May 7, 2010
DwgSet14.pdf	PDF	May 7, 2010
DwgSet04.pdf	PDF	May 7, 2010
DwgSet12.pdf	PDF	May 7, 2010
DwgSet08.pdf	PDF	May 7, 2010
DwgSet16.pdf	PDF	May 7, 2010
DwgSet10.pdf	PDF	May 7, 2010
DwgSet13.pdf	PDF	May 7, 2010
DwgSet07.pdf	PDF	May 7, 2010
RFP Specs.pdf	PDF	May 7, 2010
DwgSet17.pdf	PDF	May 7, 2010
DwgSet09.pdf	PDF	May 7, 2010
DwgSet06.pdf	PDF	May 7, 2010

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G-002

L O

C A

N A

N D

Y M

A P

0 SCALE:1"=2000’ 4000’2000’

HORIZONTAL / VERTICAL CONTROL MONUMENTS

Station Name: "ALCO"

Monument Location:TO REACH THE BENCHMARK FROM THE INTERSECTION OF I-10

AND I-610, DRIVE NORTH ON WEST END BLVD FOR 1.7 MILES. THE ROAD BECOMES

LAKESHORE DRIVE. KEEP GOING FOR 0.4 MILES TO A CURVE IN THE ROAD.

TURN INTO JOE’S RESTAURANT PARKING LOT ON THE LEFT SIDE OF THE ROAD.

THE BENCHMARK IS LOCATED NORTH OF THE PARKING AREA IN THE SEAWALL.

THE BENCHMARK IS A TRIANGULATION STATION DISK SET FLUSH IN THE SEAWALL.

IT IS LOCATED 68.7 FT. EAST FROM THE CORNER OF THE SEAWALL, 23.5 FT.

NORTHEAST FROM A LIGHT POLE, AND 54 FEET NORTHWEST OF A STORM DRAIN.

Y=557,299.70 - X=3,667,048.43 - ELEVATION=6.14

Station Name: "ESSEX"

Monument Location:0.05 MILES WESTERLY ALONG LAKESHORE DRIVE FROM THE

JUNCTION OF RAIL STREET IN NEW ORLEANS, IN A CONCRETE RETAINING WALL

ALONG THE SOUTH SHORE OF LAKE PONTCHARTRAIN 142.4 FEET EAST OF THE

EAST CORNER OF A PICNIC SHELTER, 106.3 FEET EAST-NORTHEAST OF UTILITY

LIGHT POLE NUMBER LB 74, 89.2 FEET NORTHEAST OF THE DRIVE CENTER,

81.7 FEET SOUTHEAST OF ESSEX REFERENCE MARK, 45.6 FEET NORTH OF UTILITY

LIGHT POLE NUMBER SW 32, AND 6.6 FEET BELOW THE LEVEL OF THE DRIVE.

Y=557,818.37 - X=3,674,727.63 - ELVATION=5.87

Station Name: "GRAHAM"

Monument Location: 0.10 MILES NORTHWESTERLY ALONG LAKE TERRACE DRIVE FROM

JUNCTION OF LAKESHORE DRIVE IN NEW ORLEANS, IN A CONCRETE RETAINING WALL

ALONG THE SOUTH SHORE OF LAKE PONTCHARTRAIN, 83.3 FEET EAST OF GRAHAM

REFERENCE MARK, 73.8 FEET NORTHWEST OF UTILITY LIGHT POLE NUMBER LB 136,

56.1 FEET NORTH OF THE CENTER OF THE DRIVE, AND 1.0 FEET ABOVE THE LEVEL

OF THE DRIVE.

Y=559,306.55 - X=3,678,458.81 - ELEVATION=6.23

GENERAL NOTES

1. ALL SURVEY CONTROL PLATTED OBSERVED DURING THE MONTH OF OCTOBER, 2006.

NGS MONUMENT "ALCO" WAS CONSTRAINED AND ALL OTHER CONTROL WAS

ADJUSTED ACCORDINGLY BOTH HORIZONTALLY AND VERTICALLY.

2. DUE TO THE VARIABILITY OF LAND SUBSIDENCE, THE ORTHOMETRIC, ELLIPSOID, AND

GEOID HEIGHTS ARE VALID AT THE DATE OF OBSERVATION. THE ORTHOMETRIC HEIGHT

(ELEVATION) HAS BEEN VALIDATED THROUGH A COMBINATION OF DIFFERENTIAL LEVELS

AND RTK STATIC GPS OBSERVATIONS.

3. DATUMS:

REFERENCE FRAME: NAD 83 (CORS96)

HORIZONTAL: GRID COORDINATES LA. STATE PLANE (1702 LA. S)

U.S. SURVEY FEET

VERTICAL: NAVD 88 (2004.65 EPCOH)

U.S. SURVEY FEET

NAD 1983

LOUISIANA STATE PLANE

SOUTH ZONE 1702

NAVD 88 EPOCH 2004.65

HORIZONTAL DATUM

VERTICAL DATUM

E F

G A

V C

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D W

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C K

D B

D E

N E

D B

2 3

4 5

D A

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B Y

P L

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S C

A L

P L

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D A

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M B

E R

A N

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U R

M E

T A

c iv il \S h e e ts

\4 G

-0 .d g n fi

US Army Corps of Engineers

A P

P R

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M A

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A P

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M A

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SHEET

IDENTIFICATION

L A

K E

P O

N T

C H

A R

T R

A N

D V

E B

A N

K O

R L

E A

N S

C A

N A

L T

W B

A N

K L

O N

D O

N C

A N

A L

O R

L E

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S P

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O U

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H -4

-4

R O

T N o

C a u se w a y

B lv d

S u it e

M e ta ir ie

L o u is ia n a

-6

A R

M Y

E N

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R D

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H U

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N E

P R

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N O

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H S

D R

R S

F L

O O

D W

A L

G A

T E

L P

.1 A

US Army Corps of Engineers

Hurricane Protection

Office

A P

5796812.8023G

SCALE OF MILES

A R K A N S A S

40 400 80 120 160 200

V IC IN IT Y M A P

5796812.8023G

METAIRIE

SOUTHERN P

ACIF

PROJECT LOCATION

GRAHAM

ESSEX

ALCO

New Orleans

C A

U S

E W

A Y

O R

L E

A N

S P

A R

J E

F F

E R

S O

N P

A R

Lakefront

Airport

In n e r

H a rb o r

N a v ig a ti o n C a n a l

LAKE CHARLES

PROJECT LOCATION

MORGAN CITY

O R L E N S

BATON ROUGE

G U L F O F

M E X IC O

T E X A S

L O U I S I A N A

M I S S I S S I P P I

SHREVEPORT

O U

A C

E R

MONROE

VICKSBURG

NATCHEZ

ALEXANDRIA

G-003

R A

G I

N D

E X

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G A

V C

DESCRIPTIONDESCRIPTION

INDEX TO DRAWINGS - PHASE 1A2

DESCRIPTIONSHEET NO.SHEET NO. SHEET NO.

S-101

S-102

S-103

S-104

S-105

S-301

STRUCTURAL DRAWINGS

S-201

S-202

S-203

S-204

S-216

S-217

S-218

S-219

S-220

S-221

S-222

S-223

LAKE TERRACE GATE MONOLITH FOUNDATION LAYOUT

LAKE TERRACE GATE MONOLITH PLAN @ EL. 14.0

LAKE TERRACE GATE MONOLITH SLAB REINFORCEMENT PLAN

LAKE TERRACE GATE MONOLITH ELEVATION LEFT LEAF (FLOOD SIDE)

LAKE TERRACE GATE MONOLITH ELEVATION RIGHT LEAF (FLOOD SIDE)

S-302

S-303

S-304

S-305

RAIL STREET GATE GEOMETRIC PLAN

RAIL STREET GATE LEAF SECTION - RIGHT

S-205

S-206

S-207

S-208

S-209

S-210

S-211

S-212

S-213

S-214

S-215

S-401

S-402

S-403

S-404

S-405

S-406

S-407

S-408

S-409

S-410

S-411

S-412

S-413

S-414

S-415

S-416

S-417

S-418

S-419

S-420

LAKE TERRACE GATE GEOMETRIC PLAN

LAKE TERRACE GATE LEAF SECTION - LEFT

LAKE TERRACE GATE LEAF SECTION - RIGHT

LAKE TERRACE GATE LEAF - LEFT ELEVATONS AND DETAILS

LAKE TERRACE GATE LEAF - RIGHT ELEVATIONS AND DETAILS

S-421

S-422

S-423

S-424

S-425

S-426

RAIL STREET GATE LEAF SECTION - LEFT

RAIL STREET GATE LEAF - LEFT ELEVATONS AND DETAILS

RAIL STREET GATE LEAF - RIGHT ELEVATIONS AND DETAILS

RAIL STREET GATE MONOLITH FOUNDATION LAYOUT

RAIL STREET GATE MONOLITH PLAN @ EL. 15.13

RAIL STREET GATE MONOLITH SLAB REINFORCEMENT PLAN

RAIL STREET GATE MONOLITH ELEVATION LEFT LEAF (FLOOD SIDE)

RAIL STREET GATE MONOLITH ELEVATION RIGHT LEAF (FLOOD SIDE)

X-001

X-002

X-003

X-004

X-005

X-006

X-007

X-008

X-009

X-010

X-011

X-012

X-013

LEVEE STABILIZATION NEAR RAIL STREET COMBINED PILING LAYOUT AND DETAILS

LEVEE STABILIZATION NEAR RAIL STREET SHEET PILING AND MONOLITH LAYOUT - 1

LEVEE STABILIZATION NEAR RAIL STREET SHEET PILING AND MONOLITH LAYOUT - 2

LEVEE STABILIZATION NEAR RAIL STREET TYPICAL I-WALL DETAILS

LEVEE STABILIZATION NEAR RAIL STREET TYPICAL I-WALL REINFORCEMENT DETAILS

LEVEE STABILIZATION NEAR RAIL STREET RECTANGULAR I-WALL JOINT DETAILS

LEVEE STABILIZATION NEAR RAIL STREET I-WALL ARCHITECTURAL TREATMENT

LEVEE STABILIZATION NEAR RAIL STREET LAYOUT PLAN

LEVEE STABILIZATION NEAR RAIL STREET TYPICAL SECTIONS

LEVEE STABILIZATION NEAR RAIL STREET CROSS SECTION - 1

LEVEE STABILIZATION NEAR RAIL STREET CROSS SECTION - 2

S-501

S-502

S-503

S-504

REFERENCE DRAWINGS

LEVEE STABILIZATION NEAR RAIL STREET INDEX, GENERAL NOTES AND SUMMARY OF QUANTITIES

LEVEE STABILIZATION NEAR RAIL STREET SETTLEMENT MARK AND RECTANGULAR I-WALL DETAILS

NOT USED

X-014 DETAILS OF RAISED TRAFFIC MARKERS AND PAVEMENT MARKINGS

X-015 PORTLAND CEMENT CONCRETE PAVEMENT DETAILS

X-016

TRAFIC CONTROL LAYOUT FOR WORK LESS THAN 15’ FROM THE TRAVELED LANEX-017

TEMPORARY TRAFFIC CONTROL GENERAL NOTES SHEET

X-018 TRAFFIC CONTROL LAYOUT FOR LANE CLOSURE LESS THAN 14 MILE IN LENGTH

TENSION PILE CONNECTION & SPLICE DETAIL

T-WALL MONOLITH JOINT DETAILS (SHEET 1 OF 2)

T-WALL MONOLITH JOINT DETAILS (SHEET 2 OF 2)

DETAIL OF TYPICAL TRANSITION FROM T-WALL TO SHEET PILING

S-505

S-506

S-306

S-307

S-308

S-309

S-310

S-311

S-312

S-313

S-314

S-315

S-316

S-317

S-318

S-319

S-320

S-321

S-322

S-323

S-324

S-325

S-326

S-327

S-331

S-328

RAIL STREET MITER GATE DETAILS (SHEET 2 OF 3)

RAIL STREET MITER GATE DETAILS (SHEET 3 OF 3)

RAIL STREET GATE HINGE DETAILS (SHEET 1 OF 12)

RAIL STREET GATE HINGE DETAILS (SHEET 2 OF 12)

RAIL STREET GATE HINGE DETAILS (SHEET 3 OF 12)

RAIL STREET GATE HINGE DETAILS (SHEET 4 OF 12)

RAIL STREET GATE HINGE DETAILS (SHEET 5 OF 12)

RAIL STREET GATE HINGE DETAILS (SHEET 6 OF 12)

RAIL STREET GATE HINGE DETAILS (SHEET 7 OF 12)

RAIL STREET GATE HINGE DETAILS (SHEET 8 OF 12)

RAIL STREET GATE HINGE DETAILS (SHEET 9 OF 12)

RAIL STREET GATE HINGE DETAILS (SHEET 10 OF 12)

RAIL STREET GATE HINGE DETAILS (SHEET 11 OF 12)

RAIL STREET GATE HINGE DETAILS (SHEET 12 OF 12)

RAIL STREET MITER GATE SCREW JACK DETAILS

RAIL STREET MITER GATE GATE STOP DETAILS (SHEET 1 OF 2)

RAIL STREET MITER GATE GATE STOP DETAILS (SHEET 2 OF 2)

RAIL STREET MITER GATE LATCHING DETAILS (SHEET 3 OF 3)

RAIL STREET MITER GATE LATCHING DETAILS (SHEET 2 OF 3)S-330

S-329

S-427

S-428

S-429

S-430

S-106 PILE SCHEDULE

LAKE TERRACE AND RAIL STREET GATE SEAL PLATE DETAILS

RAIL STREET MITER GATE DETAILS (SHEET 1 OF 3)

LAKE TERRACE GATE SEAL DETAILS (SHEET 1 OF 3)

LAKE TERRACE GATE SEAL DETAILS (SHEET 2 OF 3)

LAKE TERRACE GATE SEAL DETAILS (SHEET 3 OF 3)

LAKE TERRACE GATE HINGE DETAILS (SHEET 1 OF 11)

LAKE TERRACE GATE HINGE DETAILS (SHEET 2 OF 11)

LAKE TERRACE GATE HINGE DETAILS (SHEET 3 OF 11)

LAKE TERRACE GATE HINGE DETAILS (SHEET 4 OF 11)

LAKE TERRACE GATE HINGE DETAILS (SHEET 5 OF 11)

LAKE TERRACE GATE HINGE DETAILS (SHEET 6 OF 11)

LAKE TERRACE GATE HINGE DETAILS (SHEET 7 OF 11)

LAKE TERRACE GATE HINGE DETAILS (SHEET 8 OF 11)

LAKE TERRACE GATE HINGE DETAILS (SHEET 9 OF 11)

LAKE TERRACE GATE HINGE DETAILS (SHEET 10 OF 11)

LAKE TERRACE GATE HINGE DETAILS (SHEET 11 OF 11)

LAKE TERRACE MITER GATE SCREW JACK DETAILS

LAKE TERRACE MITER GATE GATE STOP DETAILS (SHEET 1 OF 2)

LAKE TERRACE MITER GATE GATE STOP DETAILS (SHEET 2 OF 2)

LAKE TERRACE MITER GATE LATCHING DETAILS (SHEET 1 OF 3)

LAKE TERRACE MITER GATE LATCHING DETAILS (SHEET 2 OF 3)

LAKE TERRACE MITER GATE LATCHING DETAILS (SHEET 3 OF 3)

LAKE TERRACE MITER GATE DETAILS (SHEET 1 OF 3)

LAKE TERRACE MITER GATE DETAILS (SHEET 2 OF 3)

LAKE TERRACE MITER GATE DETAILS (SHEET 3 OF 3)

RAIL STREET GATE MONOLITH SECTION AND DETAILS

LAKESHORE DRIVE AT RAIL STREET REAL ESTATE PLAN

LAKESHORE DRIVE AT LAKE TERRACE DRIVE REAL ESTATE PLAN

REAL ESTATE PLAN DATA TABLES

CS101

CS102

CS602

X-019

GENERAL DRAWINGS

COVER SHEET

LOCATION AND VICINITY MAPS

DRAWING INDEX

GENERAL NOTES, LEGEND AND ABBREVIATIONS

STRUCTURAL NOTES

KEY PLAN

USACE B/L TABULATION & EXISTING SITE PLAN OF LAKESHORE DR AT RAIL ST

USACE B/L TABULATION & EXISTING SITE PLAN OF LAKESHORE DR AT LAKE TERRACE

GEOTECHNICAL DRAWINGS

GENERAL BORING LEGEND

LAKESHORE DRIVE AT RAIL STREET BORING AND CPT LOCATION PLAN

CPT PROFILES - OE103-054C & OE103-055C

CPT PROFILES - OE103-056C & OE103-057C

CPT PROFILES - OE103-058C

CPT PROFILES - OE103-075C & OE103-076C

CPT PROFILES - OE103-077C & OE103-078C

CPT PROFILES - OE103-079C & OE103-080C

CPT PROFILES - OE103-174C & OE103-175C

CPT PROFILES - OE103-176C & OE103-177C

CPT PROFILES - OE103-178C & OE103-195C

CPT PROFILES - OE103-196C & OE103-198C

CPT PROFILES - OE103-199C & OE103-200C

CPT PROFILES - OE103-276C & OE103-277C

CPT PROFILES - OE103-278C & OE103-279C

CPT PROFILES - OE103-291C

CPT PROFILES - OE103-292C & OE103-293C

CPT PROFILES - OE103-294C & OE103-295C

CPT PROFILES - OE103-296C & OE103-326C

BORING LOGS

CIVIL/SITE DRAWINGS

LAKESHORE DRIVE AT RAIL STREET PLAN AND PROFILE

LAKESHORE DRIVE AT RAIL STREET DEMOLITION PLAN

LAKESHORE DRIVE AT LAKE TERRACE PLAN AND PROFILE

LAKESHORE DRIVE AT LAKE TERRACE DEMOLITION PLAN

LAKESHORE DRIVE AT RAIL STREET UTILITY LOCATION PLAN

LAKESHORE DRIVE AT LAKE TERRACE UTILITY LOCATION PLAN

LAKESHORE DRIVE AT RAIL STREET ROADWAY PLAN AND PROFILE

LAKESHORE DRIVE AT RAIL STREET SIGNAGE PLAN

LAKESHORE DRIVE AT LAKE TERRACE SIGNAGE PLAN

LAKESHORE DRIVE AT RAIL STREET TRAFFIC CONTROL PLAN

LAKESHORE DRIVE AT RAIL STREET SECTIONS

LAKESHORE DRIVE AT LAKE TERRACE SECTIONS

MISCELLANEOUS DETAILS

SCOUR PROTECTION DETAILS

SCOUR PROTECTION SECTIONS

UTILITY DISPOSITION TABLE

G-001

G-002

G-003

G-004

G-005

G-101

G-102

G-103

B-001

B-101

B-102

B-201

B-202

B-203

B-204

B-205

B-206

B-207

B-208

B-209

B-210

B-211

B-212

B-213

B-214

B-215

B-216

B-217

B-218

C-101

C-102

C-103

C-104

C-105

C-106

C-107

C-108

C-109

C-110

C-111

C-112

C-302

C-303

C-304

C-305

C-306

C-307

C-308

C-309

C-501

C-502

C-503

C-601

C-602

B-219

B-220

B-221

B-222

B-223

B-224

B-225

G-006

C-312

C-313

C-314

S-507 UNDERGROUND UTILITY PENETRATION DETAIL

LAKESHORE DRIVE AT LAKE TERRACE SECTIONS

LAKESHORE DRIVE AT RAIL STREET SECTIONS

TYPICAL ROADWAY SECTIONS LAKESHORE DRIVE AT RAIL STREET

C-301

LAKE STAGE HYDROGRAPHS

LAKESHORE DRIVE AT LAKE TERRACE ROADWAY PLAN AND PROFILE

C-113

C-114

RAIL STREET BOLLARD LOCATION PLAN

LAKESHORE DRIVE AT LAKE TERRACE TRAFFIC CONTROL PLAN

LAKE TERRACE BOLLARD & SAFETY BARRIER LOCATION PLAN

TYPICAL STRUCTURAL EXCAVATION AND LEVEE SECTIONS

TYPICAL ROADWAY SECTIONS LAKESHORE DRIVE AT LAKE TERRACE DRIVE

WALL LINE \ LAKESHORE DRIVE BASELINE TABULATIONS

LAKESHORE DR. AT RAIL ST. CLOSURE STRUCTURE PLAN AND PROFILE

LAKESHORE DR. AT LAKE TERRACE CLOSURE STRUCTURE PLAN AND PROFILE

FRACTURED FIN TEXTURE DETAILS (SHEET 1 OF 2)

FRACTURED FIN TEXTURE DETAILS (SHEET 2 OF 2)

HISTORICAL BORING LOGS - 1-UPL (73-527)

HISTORICAL BORING LOGS - 4-ULO (72-531)

C-115 LAKESHORE DRIVE AT RAIL STREET TEMPORARY FLOOD PROTECTION PLAN

C-116 LAKESHORE DRIVE AT LAKE TERRACE TEMPORARY FLOOD PROTECTION PLAN

HISTORICAL BORING LOGS - 1-PL (73-527)

HISTORICAL BORING LOGS - 2-PL (73-527)

HISTORICAL BORING LOGS - 5-SW (72-533)

HISTORICAL BORING LOGS - 7-SW (72-533)

HISTORICAL BORING LOGS - 8-U (82-61)

RAIL STREET GATE SEAL DETAILS (SHEET 1 OF 4)

RAIL STREET GATE SEAL DETAILS (SHEET 3 OF 4)

RAIL STREET GATE SEAL DETAILS (SHEET 4 OF 4)

LAKESHORE DR. AT RAIL STREET CLOSURE STRUCTURE L-WALL PLAN

RAIL STREET CLOSURE T-WALL MONOLITH PLANS

LAKE TERRACE CLOSURE T-WALL MONOLITH PLANS

RAIL STREET CLOSURE L-WALL MONOLITH PLANS

MONOLITH RAIL STREET & LAKE TERRACE SECTIONS AND DETAILS

RAIL STREET GATE MONOLITH LEFT PILASTER DETAILS

RAIL STREET GATE MONOLITH RIGHT PILASTER DETAILS

LAKE TERRACE GATE MONOLITH LEFT PILASTER DETAILS

LAKE TERRACE GATE MONOLITH RIGHT PILASTER DETAILS

LAKE TERRACE GATE MONOLITH SECTION AND DETAILS

X-020

CURB RAMPS

RAIL STREET MITER GATE CLOSING DETAILS (SHEET 1 OF 2)

RAIL STREET MITER GATE CLOSING DETAILS (SHEET 2 OF 2)

RAIL STREET MITER GATE LATCHING DETAILS (SHEET 1 OF 3)

S-309A RAIL STREET GATE SEAL DETAILS (SHEET 2 OF 4)

LAKESHORE DRIVE AT LAKE TERRACE BORING AND CPT LOCATION PLAN

LAKE TERRACE MITER GATE CLOSING LINK DETAILS (SHEET 1 OF 2)

LAKE TERRACE MITER GATE CLOSING LINK DETAILS (SHEET 2 OF 2)

C-311

C-310

E N

A M

D W

N B

C K

D B

D E

N E

D B

2 3

4 5

D A

T E

S U

B M

E D

B Y

P L

O T

S C

A L

P L

O T

D A

T E

N U

M B

E R

A N

S I

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M E

T A

c iv il \s h e e ts

\4 G

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US Army Corps of Engineers

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SHEET

IDENTIFICATION

L A

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P O

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C H

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A N

D V

B A

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O R

L E

A N

S C

A N

A L

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D O

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A N

A L

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H -4

-4

P R

C T

N o

C a u se w a y

B lv d

S u it e

M e ta ir ie

L o u is ia n a

-6

U S

R M

Y E

N G

E R

T R

C O

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S O

F E

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H U

R R

N E

P R

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N O

F F

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D R

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D W

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.1 A

US Army Corps of Engineers

Hurricane Protection

Office

A P

GENERAL CROSS-REFERENCING SYMBOLS

ABBREVIATIONS

GENERAL LEGEND

DETAIL SYMBOL W/

VIEW SHOWN ON

SAME DRAWING

DETAIL SYMBOL W/

VIEW SHOWN ON

ANOTHER DRAWING

FILL

MANHOLE

WATER VALVE

FIRE HYDRANT

LEVEE

SHEETPILE

* UNLESS OTHERWISE NOTED ON EACH SHEET

A A

GENERAL NOTES

DEMOLITION NOTES

OE103-186C

CPT LOCATION

AND NUMBER

EXISTING WATER

EXISTING TELEPHONE

LIGHT POLE

G E

N E

R A

L N

O T

E S

E G

E N

G-004

A N

D A

B B

R E

N S

DCB

X-XX

C-501

INDICATES SHEET

TAKEN FROM

INDICATES SECTION OR

DETAIL DESIGNATION;

LETTER INDICATES SECTION

NUMBER INDICATES DETAIL

INDICATES SHEET

SHOWN ON

P.I.

CATCH BASIN

EXIST. LEVEE

1. THE LOCATION OF UTILITIES SHOWN IS APPROXIMATE. THE CONTRACTOR SHALL

LOCATE EXISTING UTILITIES BEFORE EXCAVATION AND PLACEMENT OF

EMBANKMENT FILL.

2. ITEMS INDICATED FOR REMOVAL ARE MINIMUMS. CONTRACTOR IS RESPONSIBLE

FOR DETERMINING THE FINAL EXTENT OF REMOVAL AND REPLACEMENT.

REMOVALS IN ADDITION TO THOSE INDICATED WILL NOT BE PERFORMED

WITHOUT THE APPROVAL OF THE CONTRACTING OFFICER’S REPRESENTATIVE.

3. AT LIMITS OF CONCRETE TO BE REMOVED WHERE EXISTING CONCRETE IS TO

REMAIN, PERFORM REMOVAL AS FOLLOWS:

A. WHERE LIMITS OF CONCRETE REMOVAL FORM A CORNER, CORE DRILL

(3" DIAMETER MINIMUM) CONCRETE AT CORNER PRIOR TO SAW CUTTING.

OVER CUTTING BY SAW AT CORNERS IS NOT PERMITTED.

B. INITIATE REMOVAL BY SAW CUT. SAW CUTS MAY BE MADE THROUGH

ENTIRE THICKNESS OF CONCRETE.

C. WHERE SAW CUTTING THROUGH ENTIRE SECTION IS NOT POSSIBLE DUE

TO SPACE LIMITATIONS FOR EQUIPMENT, REMOVE CONCRETE BY PRE

DRILLING SERIES OF HOLES ALONG LINE OF REMOVAL TO WEAKEN CONCRETE

AND THEN REMOVE CONCRETE BY USE OF JACKHAMMERS.

D. EXISTING CONCRETE TO REMAIN SHALL NOT BE DAMAGED BY CONCRETE

REMOVAL PROCESS. INSPECT CONCRETE TO REMAIN AT DEMOLITION LIMITS

AND REPORT TO CONTRACTING OFFICER’S REPRESENTATIVE ANY EVIDENCE

OF DAMAGED CONDITION.

4. DEMOLITION OF EXISTING FLOOD PROTECTION SHALL MEET THE REQUIREMENTS

FOR THE ORDER OF WORK AND EMERGENCY GAP CLOSURE PLAN IN THE

SPECIFICATIONS.

5. SALVAGED LIGHT POLES SHALL BE DELIVERED TO ORLEANS LEVEE DISTRICT

OFFICE AT 6920 FRANKLIN AVENUE, NEW ORLEANS, LA.

INDICATES SECTION OR DETAIL

TAKEN FROM AND SHOWN ON THE

SAME SHEET; LETTER INDICATES

SECTION & NUMBER INDICATES

DETAIL

EXISTING

STORM SEWER

EXISTING UNDER-

GROUND DUCT

EXISTING UNDER-

GROUND DUCT

(SECONDARY)

BENCHMARK/ SURVEY

CONTROL

APPROX

ALT W/

ALUM

BITUM

B/L

B.O.

BOT

C/L

C&G

CLR

CJP

CMP

CONC

DIA

DWG

EXIST

FES

GALV

APPROXIMATE

ALTERNATE WITH

ALUMINUM

BITUMINOUS

BASELINE

BOTTOM OF

BOTTOM

CENTER LINE / CONTROL LINE

CURB & GUTTER

CLEAR

CONSTRUCTION JOINT

COMPLETE JOINT PENETRATION

CORRUGATED METAL PIPE

CONTROL POINT

CONCRETE

DIAMETER

DRAWING

EACH FACE

EXPANSION JOINT

ELEVATION

EACH WAY

EXISTING

FAR FACE

FLARED END SECTION

GALVANIZED

L/W

MAX

MIN

MIRR

MISC

R/W

SAN

SPEC

SST

T&B

T.O.

TYP

UNO

U/G

W/L

HEIGHT

INSIDE FACE

LONG

LANDWARD

MAXIMUM

MINIMUM

MIRRORED

MISCELLANEOUS

NEAR FACE

NUMBER

OUTSIDE FACE

ON CENTER

RIVERWARD

SANITARY

SPECIFICATIONS

STAINLESS STEEL

TOP AND BOTTOM

TOP OF

TYPICAL

UNLESS NOTED OTHERWISE

UNDERGROUND

WIDTH

WALL LINE

WATER MAIN

SHEET

ID X-000

EXISTING

SANITARY SEWER

DWG OUTLINE

AND NUMBER

UNDISTURBED BORING

GENERAL BORING

EXISTING WATER

ASPHALT

LIMITS OF CONSTRUCTION

SF SILT FENCE

CONCRETE/

SCOUR PROTECTION

1. PLANS ARE BASED ON SURVEY DATA PRODUCED BY C.H. FENSTERMAKER

& ASSOCIATES, INC. AND PROVIDED TO THE U.S. ARMY CORPS OF

ENGINEERS THROUGH MARTIN & WHITACRE SURVEYORS & ENGINEERS, INC.

ON MARCH 21, 2007. SURVEY DATA FROM JOHN E. BONNEAU & ASSOCIATES,

INC. FROM DECEMBER, 2009 WAS ALSO USED. THE HORIZONTAL DATUM USED

FOR THE SURVEY IS NAD 83, LOUISIANA SOUTH ZONE (1702) - STATE PLANE

COORDINATE SYSTEM. THE VERTICAL DATUM USED FOR THE SURVEY IS

NAVD88 (EPOCH 2004.65). THE UNITS ARE U.S. SURVEY FOOT.

2. THE INFORMATION ON THESE DRAWINGS CONCERNING TYPE AND LOCATION

OF UTILITIES MAY NOT BE ACCURATE OR ALL INCLUSIVE. LOCATION OF

UTILITIES WERE DETERMINED FROM AVAILABLE UTILITY MAPS AND

PRELIMINARY SURVEY DATA. THE LOCATIONS SHOULD BE CONSIDERED

APPROXIMATE AND FIELD VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION

ANY DISCREPANCIES SHALL BE REPORTED TO THE CONTRACTING OFFICERS

REPRESENTATIVE PRIOR TO COMMENCING WORK.

3. ALL UTILITIES SHALL REMAIN UNINTERRUPTED DURING CONSTRUCTION

UNLESS NOTED OTHERWISE.

4. CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH OTHER

CONTRACTORS WORKING IN THE AREA OR WHEREVER WORK LIMIT CONFLICTS

ARISE.

5. CONTRACTOR SHALL RESTORE ALL DESIGNATED STAGING AREAS

TO PRE-CONSTRUCTION CONDITION. ALL TREES, EXCLUDING TREES AND STUMPS

SHOWN FOR REMOVAL, SHALL BE PROTECTED OR REPLACED IF DAMAGED.

6. ANY EXCESS EXCAVATION MATERIAL SHALL BECOME THE PROPERTY OF THE

CONTRACTOR AND LEGALLY DISPOSED OF OFF-SITE.

7. EXISTING UTILITIES NOT SPECIFIED TO BE ABANDONED SHALL BE PROTECTED

BY OWNER FROM DAMAGE BY CONSTRUCTION ACTIVITIES, UNLESS OTHERWISE

NOTED ON THE PLANS.

8. CONTRACTOR SHALL MAINTAIN EXISTING DRAINAGE PATTERNS FOR THE

DURATION OF THE PROJECT.

9. CONTRACTOR SHALL CLEAN AND REMOVE ALL TRASH WITHIN PROJECT LIMITS

OF CONSTRUCTION PRIOR TO END OF CONTRACT.

10. CONTRACTOR SHALL KEEP ALL STATE AND FEDERAL HIGHWAYS CLEAN DURING

CONSTRUCTION.

E F

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US Army Corps of Engineers

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IDENTIFICATION

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US Army Corps of Engineers

Hurricane Protection

Office

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447086_G-001-001.pdf

447086_G-002-001.pdf

447086_G-003-001.pdf

447086_G-004-001.pdf

447086_G-005-001.pdf

447086_G-006-001.pdf

447086_G-101-001.pdf

447086_G-102-001.pdf

447086_G-103-001.pdf

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