Ernest N. Morial Convention Center Linear Park

3/16/2017 5:57:07 PM

C:\Users\sdardant\Documents\N14023_MCCNO LINEAR PARK_CENTRAL_2016_sdardant.rvt

PROJECT NO.

SHEET NO.

DATE ISSUED FOR

11/18/16 REVIEW SET

11/30/16 SFM REVIEW SET

01/31/17 PRICING SET

03/15/17 PERMIT SET

DATE REVISION

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER LINEAR PARK NEW ORLEANS, LOUISIANA

LINEAR PARK

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

PERMIT SET

NEW ORLEANS, LOUISIANA

ISSUED FOR

N14023/14027

DRAWN BY

CHECKED BY

DRAWING TITLE

COVER SHEET

G0.00

SECTION OR DETAIL NUMBER DIRECTION OF CUTTING PLANE SHEET NUMBER ON WHICH SECTION OR DETAIL IS DRAWN DRAWING NUMBER DRAWING TITLE

DRAWING TITLE

2 A3.0 A5.0

1/2" = 1'-0" SHEET NUMBER ON WHICH THIS DRAWING IS DRAWN SHEET NUMBER ON WHICH THIS DRAWING IS REFERENCED OR CUT SURFACE SHOWN IN ELEVATION ELEVATION NUMBER

SHEET NUMBER ON WHICH ELEVATION IS DRAWN FINISH SCHEDULE IDENTITY

PT-01 ELEVATION OF POINT ABOVE BASE POINT 100'-0" T.O. SLAB LOCATION OF ELEVATION POINT WINDOW/LOUVER TYPE B DOOR NUMBER 210A REFERENCE NUMBER FOR PARTITIONS; REFERENCE PARTITION SCHEDULE

1

REVISION NUMBER 1

EXISTING ELEVATION

10'-0"

OWNER: ERNEST N. MORIAL CONVENTION CENTER 900 CONVENTION CENTER BOULEVARD NEW ORLEANS, LA 70130 PHONE: (504) 582-3001 FAX: (504) 582-3059 ARCHITECT OF RECORD: MANNING ARCHITECTS, APAC 650 POYDRAS ST., SUITE 1250 NEW ORLEANS, LA 70130 PHONE: (504) 412-2000 FAX: (504) 412-2001 ESKEW+DUMEZ+RIPPLE 365 CANAL ST. SUITE 3150 NEW ORLEANS, LA 70130 PHONE: (504) 561-8686 FAX: (504) 522-2253 LANDSCAPE ARCHITECT: SPACKMAN MOSSOP+ MICHAELS 7735 MAPLE ST. NEW ORLEANS, LA 70118 PHONE: (504) 218-8991 CIVIL ENGINEER: STUART CONSULTING GROUP 1018 CENTRAL AVE., STE. 200 METARIE, LA 70003 PHONE: (504) 888-5733 FAX: (504) 415-6917 STRUCTURAL ENGINEER: MORPHY, MAKOFSKY INC. 336 N. JEFFERSON DAVIS PKWY, STE. 200 NEW ORLEANS, LA 70119 PHONE: (504) 488-1317 FAX: (504) 488-0924 THORNTON TOMASETTI 2323 GRAND BLVD., SUITE 900 KANSAS CITY, MO 64108 PHONE: (816) 221-7771 ELECTRICAL ENGINEER: MOSES ENGINEERS 909 POYDRAS ST., SUITE 2150 NEW ORLEANS, LA 70112 PHONE: (504) 586-1725 FIRE PROTECTION/LIFE SAFETY HOWE ENGINEERS, INC. 101 LONGWATER CIR., SUITE 203 NORWELL, MA 02061 PHONE: (781) 878-3500 LIGHTING DESIGNER HLB 8580 WASHINGTON BLVD. CULVER CITY, CA 90232 PHONE: (310) 837-0929 TRAFFIC ENGINEER STANTEC 500 MAIN STREET BATON ROUGE, LA 70801 PHONE: (225) 765-7400 IT/AV ENGINEER TLC ENGINEERING FOR ARCHITECTURE 13099 S. CLEVELAND AVE. FORT MYERS, FL 33907 PHONE: (239) 985-2002

PROPOSED ELEVATION RELATIVE TO FINISH FLOOR

10'-0"

CENTERLINE DETAL NUMBER SHEET NUMBER ON WHICH ENLARGED DETAIL IS DRAWN 1 A6.0

AREA OF DETAIL TO BE ENLARGED

PROJECT DATA AND CODE SUMMARY PROJECT ADDRESS: ERNEST N. MORIAL CONVENTION CENTER 900 CONVENTION CENTER BOULEVARD NEW ORLEANS, LA 70130 PHONE: (504) 582-3001 FAX: (504) 582-3059

AREA OF WORK

ZONING CLASSIFICATION: CBD-2 MU-A KEYNOTES

?

F-01

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

COLUMN REFERENCE GRID

B

INCH INSULATION INTERIOR INVERT JUNCTION BOX JOINT LAVATORY LIMESTONE LIGHT WEIGHT MARBLE MANHOLE MACHINE MANUFACTURER MAXIMUM MECHANICAL MTL. METAL MINIMUM METAL THRESHOLD NOT IN CONTRACT NOMINAL NOT TO SCALE ON CENTER OUTSIDE DIAMETER OPENING PAINT PARTITION PLASTIC LAMINATE PLASTER PLYWOOD PROJECT WORK LINE QUARRY TILE METAL ROOF FINISH RESILIENT BASE ROOF DRAIN RADIUS REFERENCE RECESSED REINFORCED REQUIRED RETAINING ROOM ROUGH OPENING RESILIENT TILE SEALANT STAINLESS STEEL SCHEDULE SECTION SPECIAL FINISH SHUTTER SHEET SIMILAR SLOPE SPECIFICATION SQUARE STANDARD STEEL STRUCTURAL SUSPENDED SPECIALTY VINYL TILE TREAD TOP & BOTTOM TOP OF CURB TNG TONGUE & GROOVE TOP OF CONCRETE TOP OF STEEL TELEPHONE TERRAZZO THROUGH TYPICAL UNLESS NOTED OTHERWISE URINAL VERIFIED CLAY PIPE VINYL COMPOSITION TILE VERTICAL VINYL SHEET FLOORING VINYL WALL COVERING WITH WATER COOLER WIDE FLANGE WATERPROOF WELDED WIRE FABRIC WATER-RESISTANT WOOD

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

0

IN. ACOUSTICAL INSUL. ACOUSTICAL CEILING TILE INT. AREA DRAIN INV. ADJACENT J.B. ADJUSTABLE JT. ABOVE FINISHED FLOOR LAV. ABOVE FINISH GRADE LM ALUMINUM LT.WT. APPROXIMATELY MA ASBESTOS M.H. ATTENUATION MACH. BRICK MANUF. BOARD MAX. BUILDING MECH. BLOCK MET. BEAM MIN. BOLLARD M.T. CARPET N.I.C. CATCH BASIN NOM. CORNER GUARD NTS. CAST-IN-PLACE O.C. CONTROL JOINT O.D. CONCRETE MASONRY UNIT OPG. CLEAN OUT PT. COLD ROLLED PARTN. CABINET PLAM. CEMENT PLAS. CEILING PLWD. COLUMN PWL CONCRETE Q.T. CONSTRUCTION R CONTINUOUS R.B. CARPET TILE R.D. CERAMIC TILE RAD. DOUBLE RE. DEMOLITION REC. DETAIL REINF. DRINKING FOUNTAIN REQ'D DIAMETER RET. DIAGONAL RM. DIMENSION R.O. DISPENSER R.T. DOWN SEAL DRAWING S.S. EACH SCHED. EXPANSION JOINT SECT. ELEVATION SF ELECTRICAL SH ENAMEL SHT. EQUAL SIM. EQUIPMENT SL. EACH WAY SPEC. ELECTRICAL WATER COOLER SQ. EXISTING STD. EXPANSION STL. EXTERIOR STRUCT. FLOOR DRAIN SUSP. FLAT HEAD SVT FOUNDATION T. FINISH T.&B. FLOOR T.C. FLUORESCENT T.&G., FACE OF CONC.(MAS.) T.O.C. FIRE EXTINGUISHING CABINET T.O.S. FIRE HOSE CABINET TEL. FIRE RESISTANCE TER. FRAME FIBERGLASS REINFORCEMENT PANELTHRU. TYP. FOOT U.N.O. GALVANIZED IRON UR. GAUGE V.C.P. GALVANIZED V.C.T. GENERAL VERT. GLASS VSF GRANITE V.W.C. GYPSUM W/ GYPSUM BOARD W.C. HANDICAPPED W.F. HOLLOW METAL W.P. HANDRAIL W.W.F. HORIZONTAL WATER RES. HEIGHT WD. INSIDE DIMENSION

NEW ORLEANS, LOUISIANA

ROOM NUMBER FIRST DIGIT INDICATES FLOOR

ACOUS. ACT A.D. ADJ. ADJUST. A.F.F. A.F.G ALUM. APPROX. ASB. ATTEN. BR. BD. BLDG. BLK. BM. BOL. CAR. C.B. C.G. C.I.P. C.J. C.M.U. C.O. C.R. CAB. CEM. CLG. COL. CONC. CONST. CONT. CPT. C.T. DBL. DEMO. DET. D.F. DIA. DIAG. DIM. DISP. DN. DWG. EA. E.J. EL. ELECT. ENAM. EQ. EQUIP. E.W. E.W.C. EXIST. EXP. EXT. F.D. F.H. FDN. FIN. FLR. FLUOR. FOC. F.E.C. F.H.C. F.R. FRM. FRP FT. G.I. GA. GALV. GEN. GL. GR. GYP. GYP. BD. HC H.M. H.R. HORIZ. HT. I.D.

PROJECT DIRECTORY

LINEAR PARK

ROOM NAME

DINING ROOM 110

ABBREVIATIONS

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

GRAPHIC SYMBOLS

APPLICABLE CODE VERSIONS: INTERNATIONAL BUILDING CODE (2012 ed.) LIFE SAFETY CODE (NFPA 2012 ed.)

FURNITURE SYMBOL

DATE

ISSUED FOR

11/18/16

REVIEW SET

11/30/16

SFM REVIEW SET

01/31/17

PRICING SET

03/15/17

PERMIT SET

DATE

REVISION

SRC SEMI-RECESSED FIRE EXTINGUISHER CABINET

SMCK SURFACE MOUNTED FIRE EXTINGUISHER CABINET

FRC FULLY RECESSED FIRE EXTINGUISHER CABINET

C:\Users\sdardant\Documents\N14023_MCCNO LINEAR PARK_CENTRAL_2016_sdardant.rvt

GENERAL NOTES 1.

DIMENSIONS ARE SHOWN TO FACE OF FINISHES, UNLESS OTHERWISE INDICATED.

2.

DO NOT SCALE DRAWINGS. CONSULT WITH ARCHITECT FOR CLARIFICATIONS.

3.

THE CONTRACTOR(S) SHALL BE RESPONSIBLE FOR BUILDING THIS PROJECT IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, UNLESS OTHERWISE NOTIFIED IN WRITING BY THE OWNER OR ARCHITECT.

4.

ALL WORK SHALL BE IN COMPLIANCE WITH THE CURRENT VERSION OF ALL APPLICABLE CODES AND THE AMERICAN DISABILITIES ACT. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DEFICIENCIES PRIOR TO THE COMPLETION OF WORK.

5.

CONTRACTOR SHALL PROVIDE PUBLIC PROTECTIONS NECESSARY PER ALL APPLICABLE REGULATIONS.

6.

CONTRACTOR WILL COORDINATE WITH OWNER PARKING ON OR OFF SITE. ONLY EQUIPMENT FOR CONSTRUCTION MAY BE PARKED ON SITE.

7.

THE LOCATION OF THE EXISTING UTILITIES AND STRUCTURES SHOWN HEREON ARE APPROXIMATE. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE EXISTENCE AND ACTUAL LOCATION OF SUCH, WHETHER SHOWN HEREON OR NOT, PRIOR TO ANY EXCAVATION. ANY DAMAGES SHALL BE REPAIRED AT THE EXPENSE OF THE GENERAL CONTRACTOR.

8.

ALL EXTERIOR JOINTS IN THE BUILDING ENVELOPE THAT ARE SOURCES OF WATER AND/OR AIR LEAKS SHALL BE CAULKED, GASKETED, WEATHER-STRIPPED, OR OTHERWISE SEALED. REFER TO DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION.

9.

THE SEQUENCE OF INSTALLATION OF ALL ELEMENTS WITHIN AN ASSEMBLY, TO ASSURE THE CONSTRUCTABILITY, IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. QUERIES BY THE GENERAL CONTRACTOR REGARDING CONSTRUCTABILITY OF ANY ASSEMBLY SHALL BE ADDRESSED TO THE ARCHITECT FOR REVIEW IN A TIMELY MANNER, IN ORDER FOR THE ARCHITECT TO REVIEW AND COORDINATE WITH OTHER DISCIPLINES, AND TO ENSURE THE CONSTRUCTION SCHEDULE IN NOT ADVERSELY IMPACTED.

10.

CONTRACTOR SHALL PROTECT CONSTRUCTION INDICATED TO REMAIN AGAINST DAMAGE AND SOILING DURING DEMOLITION.

11.

CONTRACTOR SHALL NOTIFY ARCHITECT AND OWNER OF ANY DEFECTS AND/OR DAMAGE/DECAYING MATERIALS FOUND IN THE EXISTING STRUCTURE OR WORK PRIOR TO ENCLOSING NEW CONSTRUCTION.

12.

THE EXISTING PLAN IS DOCUMENTED ON THE DRAWINGS IN ACCORDANCE WITH A LIMITED NUMBER OF AVAILABLE ORIGINAL CONSTRUCTION DRAWINGS AND FILED INVESTIGATIONS. VARIANCE OF ACTUAL EXISTING CONDITIONS FROM THOSE ILLUSTRATED ON THESE DOCUMENTS MAY OCCUR. THE GENERAL CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO COMMENCING WORK AND REPORT ANDY AND ALL DISCREPANCIES TO THE ARCHITECT.

13.

ALL EXISTING ITEMS TO REMAIN UNLESS OTHERWISE NOTED.

14.

CONTRACTOR TO COORDINATE ALL SHUT DOWNS OR INTERRUPTIONS IN ANY SERVICE WITH THE OWNER PRIOR TO PROCEEDING WITH WORK.

PROJECT NO.

N14023/14027

DRAWN BY

Author

CHECKED BY

Checker

ISSUED FOR

3/16/2017 5:57:09 PM

DRAWING TITLE

INFORMATION SHEET

1 G0.10

AREA PLAN 1" = 400'-0"

SHEET NO.

G0.10

C:\Users\sdardant\Documents\N14023_MCCNO LINEAR PARK_CENTRAL_2016_sdardant.rvt

COVER LEGEND AND GENERAL NOTES SUBSURFACE SURVEY SUBSURFACE SURVEY SUBSURFACE SURVEY SUBSURFACE SURVEY SUBSURFACE SURVEY SUBSURFACE SURVEY SUBSURFACE SURVEY SUBSURFACE SURVEY SUBSURFACE SURVEY

LIFE SAFETY LS1.00

LIFE SAFETY LINEAR PARK - OVERALL PLAN

KEYMAP NOTES DEMOLITION PLAN DEMOLITION PLAN DEMOLITION PLAN DEMOLITION PLAN DEMOLITION PLAN PLAN AND PROFILE PLAN AND PROFILE PLAN AND PROFILE PLAN AND PROFILE PLAN AND PROFILE PLAN AND PROFILE PLAN AND PROFILE PLAN AND PROFILE PLAN AND PROFILE PLAN AND PROFILE GRADING PLAN GRADING PLAN GRADING PLAN GRADING PLAN GRADING PLAN STRIPING PLAN STRIPING PLAN STRIPING PLAN STRIPING PLAN STRIPING PLAN DEMOLITION PLAN CIVIL SITE PLAN GRADING AND DRAINAGE PLAN STRIPING PLAN TCHOUPITOULAS TRIANGLE MODIFICATION TCHOUPITOULAS TRIANGLE MODIFICATION TCHOUPITOULAS TRIANGLE MODIFICATION TCHOUPITOULAS TRIANGLE SITE PLAN TCHOUPITOULAS TRIANGLE SITE PLAN ST JOSEPH STREET TWO-WAY CONVERSION TCHOUPITOULAS & ANDREW HIGGINS TRAFFIC SIGNAL SYSTEM CONVENTION CENTER & POYDRAS TRAFFIC SIGNAL SYSTEM CONVENTION CENTER & HARRAH'S GARRAGE TRAFFIC SIGNAL SYSTEM CONVENTION CENTER & JULIA TRAFFIC SIGNAL SYSTEM CONVENTION CENTER & ST JOSEPH TRAFFIC SIGNAL SYSTEM CONVENTION CENTER & CALLIOPE (L) TRAFFIC SIGNAL SYSTEM CONVENTION CENTER & MULTI-MODAL TRAFFIC SIGNAL SYSTEM CONVENTION CENTER & CALLIOPE (R) TRAFFIC SIGNAL SYSTEM CONVENTION CENTER & HOV RAMP TRAFFIC SIGNAL SYSTEM CC BLVD & HENDERSON TRAFFIC SIGNAL SYSTEM CROSSOVER CROSSOVER CROSSOVER CROSSOVER CROSSOVER SIGNAL TIMING CROSSOVER SIGNAL LAYOUT CROSSOVER WIRING DIAGRAM CROSSOVER SIGNAL QUANTITES TYPICAL SECTIONS TYPICAL SECTIONS DETAILS DETAILS DPW STANDARD - TYP. APPLICATION OF PAVEMENT MARKINGS

ARCHITECTURAL AD1.00 SITE DEMO PLAN - OVERALL AD2.01 SITE DEMO PLAN - PARTIAL - ZONE 1 AD2.02 SITE DEMO PLAN - PARTIAL - ZONE 2 AD2.03 SITE DEMO PLAN - PARTIAL - ZONE 3 AD2.04 SITE DEMO PLAN - PARTIAL - ZONE 4 AD2.05 SITE DEMO PLAN - PARTIAL - ZONE 5 AD2.06 SITE DEMO PLAN - PARTIAL - ZONE 6 AD2.07 SITE DEMO PLAN - PARTIAL - ZONE 7 AD2.08 SITE DEMO PLAN - PARTIAL - ZONE 8 AD2.09 SITE DEMO PLAN - PARTIAL - ZONE 9 AD2.10 SITE DEMO PLAN - PARTIAL - ZONE 10 AD2.20 REFLECTED CEILING PLAN - DEMOLITION - ST. JOSEPH PORCH AD2.21 REFLECTED CEILING PLAN - DEMOLITION - HERITAGE PARK PORCH ARCHITECTURAL A1.00 SITE PLAN - OVERALL A2.01 SITE PLAN - PARTIAL - ZONE 1 A2.02 SITE PLAN - PARTIAL - ZONE 2 A2.03 SITE PLAN - PARTIAL - ZONE 3 A2.04 SITE PLAN - PARTIAL - ZONE 4 A2.05 SITE PLAN - PARTIAL - ZONE 5 A2.06 SITE PLAN - PARTIAL - ZONE 6 A2.07 SITE PLAN - PARTIAL - ZONE 7 A2.08 SITE PLAN - PARTIAL - ZONE 8 A2.09 SITE PLAN - PARTIAL - ZONE 9 A2.10 SITE PLAN - PARTIAL - ZONE 10 A2.20 SITE PLAN - PARTIAL - ENLARGED A2.21 SITE PLAN - PARTIAL - ENLARGED A2.22 SITE PLAN - PARTIAL - ENLARGED A2.23 SITE PLAN - PARTIAL - ENLARGED A2.24 SITE PLAN - PARTIAL - ENLARGED A2.25 ENLARGED PLAN - ZONE 5 - PORCH A2.26 MOVING WALK PLANS A2.31 SITE DETAILS - TYPICAL CLEARANCES A2.32 SITE SECTIONS AND DETAILS A2.33 SITE SECTIONS AND DETAILS A2.34 SITE SECTIONS AND DETAILS A2.35 SITE SECTIONS AND DETAILS A3.00 KEY PLAN A3.01 PARK/ROADWAY SECTIONS A3.02 PARK/ROADWAY SECTIONS A3.10 FLOOR PLAN - ST. JOSEPH PORCH A3.11 FLOOR PLAN - HERITAGE PARK PORCH A3.20 EXTERIOR ELEVATIONS AND CROSS SECTIONS - ST. JOSEPH PORCH A3.21 EXTERIOR ELEVATIONS AND CROSS SECTIONS - ST. JOSEPH PORCH A3.22 EXTERIOR ELEVATIONS AND CROSS SECTIONS - HERITAGE PARK PORCH A3.40 DETAILS - ST. JOSEPH PORCHES A3.41 DETAILS -HERITAGE PARK PORCH A4.10 KEY PLAN - MOVING WALK CANOPY A4.11 KEY PLAN - WALKWAY BENCHES AND PLANTERS A4.12 DETAILS - WALKWAY BENCHES AND PLANTERS A4.20 ENLARGED PLANS - MOVING WALK CANOPY A4.21 ENLARGED PLANS - MOVING WALK CANOPY A4.50 ELEVATIONS - MOVING WALK CANOPY A4.51 CROSS SECTION - MOVING WALK CANOPY A4.52 CROSS SECTION AND DETAILS - MOVING WALK CANOPY 1 A4.53 CROSS SECTION AND DETAILS - MOVING WALK CANOPY 2 A4.54 DETAILS - MOVING WALK CANOPY A5.01 ART ALLOCATION A5.10 ENLARGED PLAN AND CROSS SECTIONS - GREEN WALL A5.11 DETAILS - GREEN WALL A5.12 ENLARGED PLAN AND DETAILS - GREEN WALL SEATING A5.20 ENLARGED PLAN AND CROSS SECTIONS - WATER FEATURE A5.21 DETAILS - WATER FEATURE A5.50 ENLARGED PLAN AND DETAILS - BENCH A5.70 ENLARGED PLANS - CATENARY LIGHT TRELLIS A5.71 SECTIONS AND DETAILS - CATENARY LIGHT TRELLIS A5.80 ENLARGED PLAN AND DETAILS - SIGNAGE A5.90 PLACEMAKING ELEVATIONS A6.10 PLANS - MULTIMODAL CANOPIES A6.20 ENLARGED FLOOR PLAN - MULTIMODAL CANOPIES - ZONE A A6.21 ENLARGED FLOOR PLAN - MULTIMODAL CANOPIES - ZONE B A6.22 ENLARGED ROOF PLAN - MULTIMODAL CANOPY A6.23 ENLARGED ROOF PLAN - BUS STOP CANOPIES A6.50 CROSS SECTION - MULTIMODAL CLEARANCES A6.51 CROSS SECTIONS - MULTIMODAL CANOPIES A6.52 ELEVATIONS AND SECTIONS - MULTIMODAL BUS STOP CANOPIES A6.53 EXTERIOR ELEVATIONS - MULTIMODAL CANOPY A6.54 DETAILS - MULTIMODAL MAIN CANOPY A6.55 DETAILS - MULTIMODAL MAIN CANOPY A6.56 DETAILS - MULTIMODAL MAIN CANOPY A6.57 ENLARGED DETAILS - MULTIMODAL MAIN CANOPY A6.58 DETAILS - MULTIMODAL BUS STOP CANOPIES A6.59 DETAILS - MULTIMODAL BUS STOP CANOPIES A6.60 DETAILS - MULTIMODAL BUS STOP CANOPY SEATING A6.70 REFLECTED CEILING PLAN - MULTIMODAL CANOPIES A6.80 ENLARGED REFLECTED CEILING PLAN - MULTIMODAL CANOPIES A A6.81 ENLARGED REFLECTED CEILING PLAN - MULTIMODAL CANOPIES B A7.00 SLAB PLAN - OVERALL A7.01 SLAB PLAN - PARTIAL - ZONE 1 A7.02 SLAB PLAN - PARTIAL - ZONE 2 A7.03 SLAB PLAN - PARTIAL - ZONE 3 A7.04 SLAB PLAN - PARTIAL - ZONE 4 A7.05 SLAB PLAN - PARTIAL - ZONE 5 A7.06 SLAB PLAN - PARTIAL - ZONE 6 A7.07 SLAB PLAN - PARTIAL - ZONE 7 A7.08 SLAB PLAN - PARTIAL - ZONE 8 A7.09 SLAB PLAN - PARTIAL - ZONE 9 A7.10 SLAB PLAN - PARTIAL - ZONE 10

S3.03 S4.03

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

OVERALL LANDSCAPE PLAN LANDSCAPE PLAN ZONE 1 LANDSCAPE PLAN ZONE 2 LANDSCAPE PLAN ZONE 3 LANDSCAPE PLAN ZONE 4 LANDSCAPE PLAN ZONE 5 LANDSCAPE PLAN ZONE 6 LANDSCAPE PLAN ZONE 7 LANDSCAPE PLAN ZONE 8 LANDSCAPE PLAN ZONE 9 LANDSCAPE PLAN ZONE 10 PLANTING PLAN ZONE 1 PLANTING PLAN ZONE 2 PLANTING PLAN ZONE 3 PLANTING PLAN ZONE 4 PLANTING PLAN ZONE 5 PLANTING PLAN ZONE 6 PLANTING PLAN ZONE 7 PLANTING PLAN ZONE 8 PLANTING PLAN ZONE 9 PLANTING PLAN ZONE 10 PLANT SCHEDULE SOILS PLAN ZONE 1 SOILS PLAN ZONE 2 SOILS PLAN ZONE 3 SOILS PLAN ZONE 4 SOILS PLAN ZONE 5 SOILS PLAN ZONE 6 SOILS PLAN ZONE 7 SOILS PLAN ZONE 8 SOILS PLAN ZONE 9 SOILS PLAN ZONE 10 PAVING PLAN ZONE 1 PAVING PLAN ZONE 2 PAVING PLAN ZONE 3 PAVING PLAN ZONE 4 PAVING PLAN ZONE 5 PAVING PLAN ZONE 6 PAVING PLAN ZONE 7 PAVING PLAN ZONE 8 PAVING PLAN ZONE 9 PAVING PLAN ZONE 10 IRRIGATION PLAN ZONE 1 IRRIGATION PLAN ZONE 2 IRRIGATION PLAN ZONE 3 IRRIGATION PLAN ZONE 4 IRRIGATION PLAN ZONE 5 IRRIGATION PLAN ZONE 6 IRRIGATION PLAN ZONE 7 IRRIGATION PLAN ZONE 8 IRRIGATION PLAN ZONE 9 IRRIGATION PLAN ZONE 10 PAVEMENT DETAILS 1 PAVEMENT DETAILS 2 PLANTING & SOILS DETAILS

SHEET NUMBER SHEET NAME FOUNDATION FD2.05 ZONE 5 DEMOLITION PLANS FS1.01 GENERAL NOTES & TYPICAL DETAILS FS1.02 PILE CAP DETAILS AND FOOTING SCHEDULE FS2.01 ZONE 1 FOUNDATION FRAMING PLANS FS2.02 ZONE 2 FOUNDATION FRAMING PLANS FS2.03 ZONE 3 FOUNDATION FRAMING PLANS FS2.04 ZONE 4 FOUNDATION FRAMING PLANS FS2.05A ZONE 5 FOUNDATION FRAMING PLANS FS2.05B ZONE 5 FOUNDATION FRAMING PLANS FS2.06 ZONE 6 FOUNDATION FRAMING PLANS FS2.07 ZONE 7 FOUNDATION FRAMING PLANS FS2.08 ZONE 8 FOUNDATION FRAMING PLANS FS2.09 ZONE 9 FOUNDATION FRAMING PLANS FS2.10 ZONE 10 FOUNDATION FRAMING PLANS FS2.11 PART MULTIMODAL CANOPY FOUNDATION FRAMING PLAN FS2.12 PART MULTIMODAL CANOPY FOUNDATION FRAMING PLAN FS3.01 TYPICAL MOVING WALK FOUNDATION FRAMING PLAN & SECTIONS

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

SURVEY SURVEY SURVEY SURVEY SURVEY SURVEY SURVEY SURVEY SURVEY

SUBSURFACE 1 OF 11 2 OF 11 3 OF 11 4 OF 11 5 OF 11 6 OF 11 7 OF 11 8 OF 11 9 OF 11 10 OF 11 11 OF 11

CIVIL C1.01 C1.02 C2.01 C2.02 C2.03 C2.04 C2.05 C3.01 C3.02 C3.03 C3.04 C3.05 C3.06 C3.07 C3.08 C3.09 C3.10 C4.01 C4.02 C4.03 C4.04 C4.05 C5.01 C5.02 C5.03 C5.04 C5.05 C6.01 C6.02 C6.03 C6.04 C7.01 C7.02 C7.03 C7.04 C7.05 C7.14 C8.01 C8.02 C8.03 C8.04 C8.05 C8.06 C8.07 C8.08 C8.09 C8.10 C9.01 C9.02 C9.03 C9.04 C9.05 C9.06 C9.07 C9.08 C10.01 C10.02 C10.03 C10.04 STD14

3/16/2017 5:57:26 PM

COVER SHEET INFORMATION SHEET DRAWING INDEX DRAWING INDEX ADA INFORMATION ADA INFORMATION ADA INFORMATION

SHEET NAME

SECTIONS OF PLACEMAKING AND TRELLIS FRAMES PLACEMAKING AND TRELLIS FRAME DETAILS

STRUCTURAL S0.00 GENERAL NOTES S0.01 GENERAL NOTES S1.00 OVERALL PLAN S2.00 ENLARGED PLANS OF MOVING WALKWAY CANOPIES S2.01 ENLARGED PLAN OF MULTI-MODAL CANOPY S2.02 ENLARGED PLAN BUS STOP CANOPY S2.03 ENLARGED PLAN OF PLACEMAKING AND TRELLIS FRAMES S3.00 SECTIONS OF MOVING WALKWAY CANOPY FRAMES S3.01 SECTIONS OF MULTI-MODAL CANOPY FRAME S3.02 SECTIONS OF BUS SHELTER FRAMES S4.00 WALKWAY CANOPY DETAILS S4.01 MULTI-MODAL CANOPY DDETAILS S4.02 BUS SHELTER CANOPY DETAILS S5.00 TYPICAL STEEL COLUMN DETAILS S5.01 TYPICAL STEEL BEAM DETAILS 1 S5.02 TYPICAL STEEL BEAM DETAILS 2 S5.03 TYPICAL ROOF DECK DETAILS ELECTRICAL E0.00 E1.00 E1.01 E1.02 E2.00 E2.01 E2.02 E2.03 E2.04 E2.05 E2.06 E2.07 E2.08 E3.00

SYMBOLS & NOTES ELECTRICAL RISER & LIGHTING CONTROLS PANEL SCHEDULES PANEL SCHEDULES ELECTRICAL KEY PLAN ELECTRICAL POWER ZONES - 1, 2 & 3 ELECTRICAL POWER ZONES - 4, 5 & 6 ELECTRICAL POWER ZONES - 7, 8 & 9 ELECTRICAL POWER ZONES -10 & MULTIMODAL ELECTRICAL LIGHTING ZONE - 1, 2 & 3 ELECTRICAL LIGHTING ZONES - 4, 5 & 6 ELECTRICAL LIGHTING ZONES - 7, 8 & 9 ELECTRICAL LIGHTING ZONES -10 & MULTIMODAL ELECTRICAL DETAILS

FIRE PROTECTION FP1.00 FP1.01 FP1.02 TECHNOLOGY T0.01 T1.00 T1.01 T1.02 T1.03 T1.04 T1.05 T1.06 T1.07 T1.08 T1.09 T2.01 T4.01

FIRE PROTECTION SITE PLAN - OVERALL FIRE PROTECTION PART PLANS FIRE PROTECTION SITE PART PLANS

LEGEND, GENERAL NOTES & SHEET INDEX ZONE 1-10 - OVERALL SITE PLAN ZONE 1 & 2 - SITE PLAN ZONE 3 - SITE PLAN ZONE 4 - SITE PLAN ZONE 5 - SITE PLAN ZONE 6 - SITE PLAN ZONE 7 - SITE PLAN ZONE 8 - SITE PLAN ZONE 9 - SITE PLAN ZONE 10 - SITE PLAN DETAILS – TECHNOLOGY RISER DIAGRAMS – TECHNOLOGY

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NEW ORLEANS, LOUISIANA

GENERAL G0.00 G0.10 G0.10A G0.20 G0.30 G0.31 G0.32 SURVEY 1 OF 9 2 OF 9 3 OF 9 4 OF 9 5 OF 9 6 OF 9 7 OF 9 8 OF 9 9 OF 9

SHEET NUMBER LANDSCAPE L1.00 L1.01 L1.02 L1.03 L1.04 L1.05 L1.06 L1.07 L1.08 L1.09 L1.10 L2.01 L2.02 L2.03 L2.04 L2.05 L2.06 L2.07 L2.08 L2.09 L2.10 L2.11 L2.21 L2.22 L2.23 L2.24 L2.25 L2.26 L2.27 L2.28 L2.29 L2.30 L3.01 L3.02 L3.03 L3.04 L3.05 L3.06 L3.07 L3.08 L3.09 L3.10 L4.01 L4.02 L4.03 L4.04 L4.05 L4.06 L4.07 L4.08 L4.09 L4.10 L5.01 L5.02 L5.03

LINEAR PARK

SHEET NAME

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

SHEET NO.

DATE

ISSUED FOR

11/18/16

REVIEW SET

01/31/17

PRICING SET

03/15/17

PERMIT SET

DATE

REVISION

PROJECT NO.

N14023/14027

DRAWN BY

Author

CHECKED BY

Checker

ISSUED FOR

DRAWING TITLE

DRAWING INDEX

SHEET NO.

G0.20

760

30 min

685

230

X>8

adjoining surface maximum slope

Figure 404.2.4.3 Maneuvering Clearances at Recessed Doors and Gates

long dimension perpendicular to dominant direction of travel

404.2.6 Doors in Series and Gates in Series. The distance between two hinged or pivoted doors in series and gates in series shall be 48 inches (1220 mm) minimum plus the width of doors or gates swinging into the space.

307 Protruding Objects 10 max

> 10-24 max

255

255-610

(a)

307.2 Protrusion Limits. Objects with leading edges more than 27 inches (685 mm) and not more than 80 inches (2030 mm) above the finish floor or ground shall protrude 4 inches (100 mm) maximum horizontally into the circulation path.

(c) push side, door provided with both closer and latch

1170

46 max

865

1220

865

34 max

Figure 306.3 Knee Clearance

48 max

20

(b) plan

34 max

(a) elevation

Figure 308.3.2 Obstructed High Side Reach

Figure 406.2 Counter Slope of Surfaces Adjacent to Curb Ramps

406.3 Sides of Curb Ramps. Where provided, curb ramp flares shall not be steeper than 1:10.

48 min

48 min

flared sides 1:10 max slope

1220

1220

EXCEPTION: Handrails shall be permitted to protrude 4 1/2 inches (115 mm) maximum.

309 Operable Parts

4 max 100

309.2 Clear Floor Space. A clear floor or ground space complying with 305 shall be provided.

¼ max

(a)

309.3 Height. Operable parts shall be placed within one or more of the reach ranges specified in 308.

(b) slope

6.4 309.4 Operation. Operable parts shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. The force required to activate operable parts shall be 5 pounds (22.2 N) maximum.

Figure 307.2 Limits of Protruding Objects

X > 12 12 max

305

305

403.3 Slope. The running slope of walking surfaces shall not be steeper than 1:20. The cross slope of walking surfaces shall not be steeper than 1:48.

36 min

305

404.2.9 Door and Gate Opening Force. Fire doors shall have a minimum opening force allowable by the appropriate administrative authority. The force for pushing or pulling open a door or gate other than fire doors shall be as follows:

403.5.1 Clear Width. Except as provided in 403.5.2 and 403.5.3, the clear width of walking surfaces shall be 36 inches (915 mm) minimum.

1. Interior hinged doors and gates: 5 pounds (22.2 N) maximum.

(a)

610

(b) parallel

915

32 min

815

60 min

1220

2030

48 min

760

(a) forward

X < 80

30 min

685

27 max

1220

High 36 40 44

Ages 9 through 12

42 min

42 min

36 min

36 min

60 min

60 min

60 min

1065

1065

915

915

1525

1525

1525

Low (minimum) 20 in (510 mm) 18 in (455 mm) 16 in (405 mm)

(maximum) in (915 mm) in (1015 mm) in (1120 mm)

X < 48

X < 48

1220

1220

landing

(b) 180 degree turn (Exception)

(a) 180 degree turn

308.2 Forward Reach.

ramp run

landing

308.2.1 Unobstructed. Where a forward reach is unobstructed, the high forward reach shall be 48 inches (1220 mm) maximum and the low forward reach shall be 15 inches (380 mm) minimum above the finish floor or ground.

403.5.3 Passing Spaces. An accessible route with a clear width less than 60 inches (1525 mm) shall provide passing spaces at intervals of 200 feet (61 m) maximum.

1220

48 max

380

15 min

380

Figure 308.2.2 Obstructed High Forward Reach 308.2.2 Obstructed High Reach. Where a high forward reach is over an obstruction, the clear floor space shall extend beneath the element for a distance not less than the required reach depth over the obstruction. The high forward reach shall be 48 inches (1220 mm) maximum where the reach depth is 20 inches (510 mm) maximum. Where the reach depth exceeds 20 inches (510 mm), the high forward reach shall be 44 inches (1120 mm) maximum and the reach depth shall be 25 inches (635 mm) maximum. 20 max

>20-25 max

510

510-635

landing at least as wide as ramp run

230

17-25

150

430-635

(a) elevation Figure 306.2 Toe Clearance

815

03/15/17

PERMIT SET

DATE

REVISION

610

ISSUED FOR

(b) change in direction

406.7 Islands. Raised islands in crossings shall be cut through level with the street or have curb ramps at both sides. Each curb ramp shall have a level area 48 inches (1220 mm) long minimum by 36 inches (915 mm) wide minimum at the top of the curb ramp in the part of the island intersected by the crossings. Each 48 inch (1220 mm) minimum by 36 inch (915 mm) minimum area shall be oriented so that the 48 inch (1220 mm) minimum length is in the direction of the running slope of the curb ramp it serves. The 48 inch (1220 mm) minimum by 36 inch (915 mm) minimum areas and the accessible route shall be permitted to overlap.

1120

44 max

405.7.3 Length. The landing clear length shall be 60 inches (1525 mm) long minimum. 48 min

405.7.4 Change in Direction. Ramps that change direction between runs at landings shall have a clear landing 60 inches (1525 mm) minimum by 60 inches (1525 mm) minimum.

1220

405.7.5 Doorways. Where doorways are located adjacent to a ramp landing, maneuvering clearances required by 404.2.4 and 404.3.2 shall be permitted to overlap the required landing

(b) sliding door

(c) folding door

405.9.1 Extended Floor or Ground Surface. The floor or ground surface of the ramp run or landing shall extend 12 inches (305 mm) minimum beyond the inside face of a handrail complying with 505.

(a) cut through at island

(b) curb ramp at island

Figure 406.7 Islands in Crossings

12 min

12 min

305

305

PROJECT NO.

N14023/14027

DRAWN BY

Author

CHECKED BY

Checker

DRAWING TITLE

(b)

Figure 308.3.1 Unobstructed Side Reach

915

405.7.2 Width. The landing clear width shall be at least as wide as the widest ramp run leading to the landing.

405.9 Edge Protection. Edge protection complying with 405.9.1 or 405.9.2 shall be provided on each side of ramp runs and at each side of ramp landings. (a) hinged door

36 min

405.8 Handrails. Ramp runs with a rise greater than 6 inches (150 mm) shall have handrails complying with 505.

Figure 404.2.3 Clear Width of Doorways 404.2.4 Maneuvering Clearances. Minimum maneuvering clearances at doors and gates shall comply with 404.2.4. Maneuvering clearances shall extend the full width of the doorway and the required latch side or hinge side clearance.

1220

48 max (a)

6 max

(a) straight

760

30 min

306.2.5 Width. Toe clearance shall be 30 inches (760 mm) wide minimum.

815

90 °

815

306.2.4 Additional Clearance. Space extending greater than 6 inches (150 mm) beyond the available knee clearance at 9 inches (230 mm) above the finish floor or ground shall not be considered toe clearance.

9

PRICING SET

24 min

405.7.1 Slope. Landings shall have slope no steeper than 1:48. Changes in level are not permitted.

404.2.3 Clear Width. Door openings shall provide a clear width of 32 inches (815 mm) minimum. Clear openings of doorways with swinging doors shall be measured between the face of the door and the stop, with the door open 90 degrees. Openings more than 24 inches (610 mm) deep shall provide a clear opening of 36 inches (915 mm) minimum. There shall be no projections into the required clear opening width lower than 34 inches (865 mm) above the finish floor or ground. Projections into the clear opening width between 34 inches (865 mm) and 80 inches (2030 mm) above the finish floor or ground shall not exceed 4 inches (100 mm). 32 min 32 min 32 min

Figure 305.7.2 Maneuvering Clearance in an Alcove, Parallel Approach

306.2.3 Minimum Required Depth. Where toe clearance is required at an element as part of a clear floor space, the toe clearance shall extend 17 inches (430 mm) minimum under the element.

01/31/17

Figure 405.7 Ramp Landings 404 Doors, Doorways, and Gates

1525

306.2.2 Maximum Depth. Toe clearance shall extend 25 inches (635 mm) maximum under an element.

REVIEW SET

Figure 406.6 Diagonal or Corner Type Curb Ramps

ramp run

Figure 403.5.2 Clear Width at Turn

60 min

306.2.1 General. Space under an element between the finish floor or ground and 9 inches (230 mm) above the finish floor or ground shall be considered toe clearance and shall comply with 306.2.

11/18/16

405.7 Landings. Ramps shall have landings at the top and the bottom of each ramp run. Landings shall comply with 405.7.

915

X > 15

C:\Users\sdardant\Documents\N14023_MCCNO LINEAR PARK_CENTRAL_2016_sdardant.rvt

404.3.2 Maneuvering Clearance. Clearances at power-assisted doors and gates shall comply with 404.2.4. Clearances at automatic doors and gates without standby power and serving an accessible means of egress shall comply with 404.2.4.

ramp run

610

X > 24

Forward or Side Reach Ages 3 and 4 Ages 5 through 8

306 Knee and Toe Clearance 306.2 Toe Clearance.

1220

ISSUED FOR

405.6 Rise. The rise for any ramp run shall be 30 inches (760 mm) maximum.

Children's Reach Ranges

305.7.2 Parallel Approach. Alcoves shall be 60 inches (1525 mm) wide minimum where the depth exceeds 15 inches (380 mm).

48 min

DATE

405.3 Cross Slope. Cross slope of ramp runs shall not be steeper than 1:48.

Figure 307.4 Vertical Clearance 308 Reach Ranges

3/16/2017 5:57:27 PM

404.3 Automatic and Power-Assisted Doors and Gates. Automatic doors and automatic gates shall comply with 404.3. Full-powered automatic doors shall comply with ANSI/BHMA A156.10 (incorporated by reference, see "Referenced Standards" in Chapter 1). Low-energy and power-assisted doors shall comply with ANSI/BHMA A156.19 (1997 or 2002 edition) (incorporated by reference, see "Referenced Standards" in Chapter 1).

405.5 Clear Width. The clear width of a ramp run and, where handrails are provided, the clear width between handrails shall be 36 inches (915 mm) minimum.

305.7.1 Forward Approach. Alcoves shall be 36 inches (915 mm)wide minimum where the depth exceeds 24 inches (610 mm).

Figure 305.7.1 Maneuvering Clearance in an Alcove, Forward Approach

610

405 Ramps 405.2 Slope. Ramp runs shall have a running slope not steeper than 1:12.

Figure 305.5 Position of Clear Floor or Ground Space

36 min

24 min

404.3.7 Revolving Doors, Revolving Gates, and Turnstiles. Revolving doors, revolving gates, and turnstiles shall not be part of an accessible route. 1525

760

30 min

1220

48 min

403.5.2 Clear Width at Turn. Where the accessible route makes a 180 degree turn around an element which is less than 48 inches (1220 mm) wide, clear width shall be 42 inches (1065 mm) minimum approaching the turn, 48 inches (1220 mm) minimum at the turn and 42 inches (1065 mm) minimum leaving the turn.

48 min

406.5 Location. Curb ramps and the flared sides of curb ramps shall be located so that they do not project into vehicular traffic lanes, parking spaces, or parking access aisles. Curb ramps at marked crossings shall be wholly contained within the markings, excluding any flared sides.

404.2.11 Vision Lights. Doors, gates, and side lights adjacent to doors or gates, containing one or more glazing panels that permit viewing through the panels shall have the bottom of at least one glazed panel located 43 inches (1090 mm) maximum above the finish floor.

Figure 403.5.1 Clear Width of an Accessible Route EXCEPTION: Door closers and door stops shall be permitted to be 78 inches (1980 mm) minimum above the finish floor or ground.

Figure 305.3 Clear Floor or Ground Space

These forces do not apply to the force required to retract latch bolts or disengage other devices that hold the door or gate in a closed position.

1525

760

307.4 Vertical Clearance. Vertical clearance shall be 80 inches (2030 mm) high minimum. Guardrails or other barriers shall be provided where the vertical clearance is less than 80 inches (2030 mm) high. The leading edge of such guardrail or barrier shall be located 27 inches (685 mm) maximum above the finish floor or ground.

915

36 min

Figure 307.3 Post-Mounted Protruding Objects

1220

32 min

1220

48 min

30 min

610

48 min

Figure 304.3.2 T-Shaped Turning Space

Figure 406.4 Landings at the Top of Curb Ramps

406.6 Diagonal Curb Ramps. Diagonal or corner type curb ramps with returned curbs or other well-defined edges shall have the edges parallel to the direction of pedestrian flow. The bottom of diagonal curb ramps shall have a clear space 48 inches (1220 mm) minimum outside active traffic lanes of the roadway. Diagonal curb ramps provided at marked crossings shall provide the 48 inches (1220 mm) minimum clear space within the markings. Diagonal curb ramps with flared sides shall have a segment of curb 24 inches (610 mm) long minimum located on each side of the curb ramp and within the marked crossing.

2. Sliding or folding doors: 5 pounds (22.2 N) maximum.

404.2.10 Door and Gate Surfaces. Swinging door and gate surfaces within 10 inches (255 mm) of the finish floor or ground measured vertically shall have a smooth surface on the push side extending the full width of the door or gate. Parts creating horizontal or vertical joints in these surfaces shall be within 1/16 inch (1.6 mm) of the same plane as the other. Cavities created by added kick plates shall be capped.

24 max

24 max

(b)

36 min

305

915

404.2.8.1 Door Closers and Gate Closers. Door closers and gate closers shall be adjusted so that from an open position of 90 degrees, the time required to move the door to a position of 12 degrees from the latch is 5 seconds minimum.

EXCEPTION: Within employee work areas, clearances on common use circulation paths shall be permitted to be decreased by work area equipment provided that the decrease is essential to the function of the work being performed.

815

12 min

305

404.2.7 Door and Gate Hardware. Handles, pulls, latches, locks, and other operable parts on doors and gates shall comply with 309.4. Operable parts of such hardware shall be 34 inches (865 mm) minimum and 48 inches (1220 mm) maximum above the finish floor or ground. Where sliding doors are in the fully open position, operating hardware shall be exposed and usable from both sides.

403.5 Clearances. Walking surfaces shall provide clearances complying with 403.5.

915

12 min

at least as wide as curb ramp

36 min

404.2.8.2 Spring Hinges. Door and gate spring hinges shall be adjusted so that from the open position of 70 degrees, the door or gate shall move to the closed position in 1.5 seconds minimum.

EXCEPTION: The clear width shall be permitted to be reduced to 32 inches (815 mm) minimum for a length of 24 inches (610 mm) maximum provided that reduced width segments are separated by segments that are 48 inches (1220 mm) long minimum and 36 inches (915 mm) wide minimum.

X > 12

685

12 max

27 max

27-80

base

685-2030

305

2030

80 min

1525

60 min

arm

arm

915

36 min

1525

610

403.2 Floor or Ground Surface. Floor or ground surfaces shall comply with 302.

403.4 Changes in Level. Changes in level shall comply with 303.

60 min

24 min

403 Walking Surfaces 403.1 General. Walking surfaces that are a part of an accessible route shall comply with 403.

Figure 404.2.6 Doors in Series and Gates in Series

60 min

304.3.2 T-Shaped Space. The turning space shall be a T-shaped space within a 60 inch (1525 mm) square minimum with arms and base 36 inches (915 mm) wide minimum. Each arm of the T shall be clear of obstructions 12 inches (305 mm) minimum in each direction and the base shall be clear of obstructions 24 inches (610 mm) minimum. The space shall be permitted to include knee and toe clearance complying with 306 only at the end of either the base or one arm.

307.3 Post-Mounted Objects. Free-standing objects mounted on posts or pylons shall overhang circulation paths 12 inches (305 mm) maximum when located 27 inches (685 mm) minimum and 80 inches (2030 mm) maximum above the finish floor or ground. Where a sign or other obstruction is mounted between posts or pylons and the clear distance between the posts or pylons is greater than 12 inches (305 mm), the lowest edge of such sign or obstruction shall be 27 inches (685 mm) maximum or 80 inches (2030 mm) minimum above the finish floor or ground.

(c)

NEW ORLEANS, LOUISIANA

Advisory 402.2 Components. Walking surfaces must have running slopes not steeper than 1:20, see 403.3. Other components of accessible routes, such as ramps (405) and curb ramps (406), are permitted to be more steeply sloped.

406.4 Landings. Landings shall be provided at the tops of curb ramps. The landing clear length shall be 36 inches (915 mm) minimum. The landing clear width shall be at least as wide as the curb ramp, excluding flared sides, leading to the landing.

LINEAR PARK

402.2 Components. Accessible routes shall consist of one or more of the following components: walking surfaces with a running slope not steeper than 1:20, doorways, ramps, curb ramps excluding the flared sides, elevators, and platform lifts. All components of an accessible route shall comply with the applicable requirements of Chapter 4.

6.4

304 Turning Space 304.3.1 Circular Space. The turning space shall be a space of 60 inches (1525 mm) diameter minimum. The space shall be permitted to include knee and toe clearance complying with 306.

Figure 406.3 Sides of Curb Ramps

CHAPTER 4: ACCESSIBLE ROUTES

13

Figure 303.3 Beveled Change in Level

48 min 1220

685

½

2 1

¼

X > 27

303.3 Beveled. Changes in level between 1/4 inch (6.4 mm) high minimum and 1/2 inch (13 mm) high maximum shall be beveled with a slope not steeper than 1:2.

2030

X ≥ 80

Figure 303.2 Vertical Change in Level

slope

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

303.2 Vertical. Changes in level of 1/4 inch (6.4 mm) high maximum shall be permitted to be vertical.

¼

curb ramp slope

1

(b)

13

6.4

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

1220

406.2 Counter Slope. Counter slopes of adjoining gutters and road surfaces immediately adjacent to the curb ramp shall not be steeper than 1:20. The adjacent surfaces at transitions at curb ramps to walks, gutters, and streets shall be at the same level.

205

635

280

Figure 302.3 Elongated Openings in Floor or Ground Surfaces

305

406 Curb Ramps 406.1 General. Curb ramps on accessible routes shall comply with 406, 405.2 through 405.5, and 405.10.

25 max 11 min

dominant direction of travel

½ max

12 min

48 min

Figure 302.2 Carpet Pile Height 27 min

(b) push side

308.3.2 Obstructed High Reach. Where a clear floor or ground space allows a parallel approach to an element and the high side reach is over an obstruction, the height of the obstruction shall be 34 inches (865 mm) maximum and the depth of the obstruction shall be 24 inches (610 mm) maximum. The high side reach shall be 48 inches (1220 mm) maximum for a reach depth of 10 inches (255 mm) maximum. Where the reach depth exceeds 10 inches (255 mm), the high side reach shall be 46 inches (1170 mm) maximum for a reach depth of 24 inches (610 mm) maximum.

205

409.4.3, 410.4, 810.5.3 and 810.10. Elongated openings shall be placed so that the long dimension is perpendicular to the dominant direction of travel.

Figure 405.9.2 Curb or Barrier Edge Protection

255

8 min

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

306.3.5 Width. Knee clearance shall be 30 inches (760 mm) wide minimum.

9 min

100

(a) pull side

10 max

of a sphere more than 1/2 inch (13 mm) diameter except as allowed in 407.4.3,

X<4

205

205

13

302.3 Openings. Openings in floor or ground surfaces shall not allow passage

X>8 X>8

306.3.4 Clearance Reduction. Between 9 inches (230 mm) and 27 inches (685 mm) above the finish floor or ground, the knee clearance shall be permitted to reduce at a rate of 1 inch (25 mm) in depth for each 6 inches (150 mm) in height.

½ max

445

405.9.2 Curb or Barrier. A curb or barrier shall be provided that prevents the passage of a 4 inch (100 mm) diameter sphere, where any portion of the sphere is within 4 inches (100 mm) of the finish floor or ground surface.

1220

18 min 60 min

Pile height shall be 1/2 inch (13 mm) maximum. Exposed edges of carpet shall be fastened to floor surfaces and shall have trim on the entire length of the exposed exposed edge. Carpet edge trim shall comply with 303.

306.3.3 Minimum Required Depth. Where knee clearance is required under an element as part of a clear floor space, the knee clearance shall be 11 inches (280 mm) deep minimum at 9 inches (230 mm) above the finish floor or ground, and 8 inches (205 mm) deep minimum at 27 inches (685 mm) above the finish floor or ground.

1220

cushion, pad, or backing or no cushion or pad. Carpet or carpet tile shall have a level loop, textured loop, level cut pile, or level cut/uncut pile texture.

306.3.2 Maximum Depth. Knee clearance shall extend 25 inches (635 mm) maximum under an element at 9 inches (230 mm) above the finish floor or ground.

48 max

302.2 Carpet. Carpet or carpet tile shall be securely attached and shall have a firm

308.3.1 Unobstructed. Where a clear floor or ground space allows a parallel approach to an element and the side reach is unobstructed, the high side reach shall be 48 inches (1220 mm) maximum and the low side reach shall be 15 inches (380 mm) minimum above the finish floor or ground.

15 min

302 Floor or Ground Surfaces

380

306.3.1 General. Space under an element between 9 inches (230 mm) and 27 inches (685 mm) above the finish floor or ground shall be considered knee clearance and shall comply with 306.3.

404.2.4.3 Recessed Doors and Gates. Maneuvering clearances for forward approach shall be provided when any obstruction within 18 inches (455 mm) of the latch side of a doorway projects more than 8 inches (205 mm) beyond the face of the door, measured perpendicular to the face of the door or gate.

48 min

308.3 Side Reach.

1525

306.3 Knee Clearance. CHAPTER 3: BUILDING BLOCKS

Figure 405.9.1 Extended Floor or Ground Surface Edge Protection

ADA INFORMATION

(b) plan

SHEET NO.

G0.30

EXCEPTION: Platform lifts serving two landings maximum and having doors or gates on opposite sides shall be permitted to have self-closing manual doors or gates. 32 min

1370

EXCEPTION: Where parking spaces or access aisles are not adjacent to another parking space or access aisle, measurements shall be permitted to include the full width of the line defining the parking space or access aisle.

(a) stairs

Figure 408.4.1 Limited-Use/Limited-Application (LULA) Elevator Car Dimensions

Figure 604.2 Water Closet Location 604.3.1 Size. Clearance around a water closet shall be 60 inches (1525 mm) minimum measured perpendicular from the side wall and 56 inches (1420 mm) minimum measured perpendicular from the rear wall.

604.5 Grab Bars. Grab bars for water closets shall comply with 609. Grab bars shall be provided on the side wall closest to the water closet and on the rear wall.

505.5 Clearance. Clearance between handrail gripping surfaces and adjacent surfaces shall be 2 1/4 inches (57 mm) minimum. 2 1/4" min 38

408.4.3 Platform to Hoistway Clearance. The platform to hoistway clearance shall comply with 407.4.3.

604.5.1 Side Wall. The side wall grab bar shall be 42 inches (1065 mm) long minimum, located 12 inches (305 mm) maximum from the rear wall and extending 54 inches (1370 mm) minimum from the rear wall. 36 min 915 54 min 12 min 24 min 1370 305 610 12 max C

L

305

42 min

408.4.4 Leveling. Elevator car leveling shall comply with 407.4.4.

1065

Figure 505.5 Handrail Clearance

505.6 Gripping Surface. Handrail gripping surfaces shall be continuous along their length and shall not be obstructed along their tops or sides. The bottoms of handrail gripping surfaces shall not be obstructed for more than 20 percent of their length. Where provided, horizontal projections shall occur 1 1/2 inches (38 mm) minimum below the bottom of the handrail gripping surface.

408.4.6 Car Controls. Elevator car controls shall comply with 407.4.6. Control panels shall be centered on a side wall.

505.8 Surfaces. Handrail gripping surfaces and any surfaces adjacent to them shall be free of sharp or abrasive elements and shall have rounded edges.

(c) any door location

(d) any door location

Figure 407.4.1 Elevator Car Dimensions 407.4.3 Platform to Hoistway Clearance. The clearance between the car platform sill and the edge of any hoistway landing shall be 1 1/4 inch (32 mm) maximum.

409.4.6 Car Controls. Elevator car control buttons shall comply with 409.4.6, 309.3, 309.4, and shall be raised or flush. 409.4.6.1 Size. Control buttons shall be 3/4 inch (19 mm) minimum in their smallest dimension.

409.4.6.2 Location. Control panels shall be on a side wall, 12 inches (305 mm) minimum from any adjacent wall.

407.4.5 Illumination. The level of illumination at the car controls, platform, car threshold and car landing sill shall be 5 foot candles (54 lux) minimum. 407.4.6 Elevator Car Controls. Where provided, elevator car controls shall comply with 407.4.6 and 309.4. 407.4.6.1 Location. Controls shall be located within one of the reach ranges specified in 308.

305

502.3.2 Length. Access aisles shall extend the full length of the parking spaces they serve.

502.3.4 Location. Access aisles shall not overlap the vehicular way. Access aisles shall be permitted to be placed on either side of the parking space except for angled van parking spaces which shall have access aisles located on the passenger side of the parking spaces. 502.4 Floor or Ground Surfaces. Parking spaces and access aisles serving them shall comply with 302. Access aisles shall be at the same level as the parking spaces they serve. Changes in level are not permitted. EXCEPTION: Slopes not steeper than 1:48 shall be permitted.

502.6 Identification. Parking space identification signs shall include the International Symbol of Accessibility complying with 703.7.2.1. Signs identifying van parking spaces shall contain the designation "van accessible." Signs shall be 60 inches (1525 mm) minimum above the finish floor or ground surface measured to the bottom of the sign. 502.7 Relationship to Accessible Routes. Parking spaces and access aisles shall be designed so that cars and vans, when parked, cannot obstruct the required clear width of adjacent accessible routes.

503.2 Vehicle Pull-Up Space. Passenger loading zones shall provide a vehicular pull-up space 96 inches (2440 mm) wide minimum and 20 feet (6100 mm) long minimum.

407.4.8.1.1 Size. Characters shall be 1/2 inch (13 mm) high minimum. 407.4.8.2.2 Signal Level. The verbal annunciator shall be 10 dB minimum above ambient, but shall not exceed 80 dB, measured at the annunciator. 407.4.8.2.3 Frequency. The verbal annunciator shall have a frequency of 300 Hz minimum to 3000 Hz maximum.

409.4.7.1 Type. A telephone and emergency signal device shall be provided in the car.

503.3.2 Length. Access aisles shall extend the full length of the vehicle pull-up spaces they serve. 503.3.3 Marking. Access aisles shall be marked so as to discourage parking in them. full length of vehicle pull-up space

curb line

409.4.7.2 Operable Parts. The telephone and emergency signaling device shall comply with 309.3 and 309.4.

1525

407.4.7.1.3 Symbols. The control button for the emergency stop, alarm, door open, door close, main entry floor, and phone, shall be identified with tactile symbols as shown in Table 407.4.7.1.3.

409.4.7. 409.4.7 Emergency Communications. Emergency two-way communication systems shall comply with

505.10.2 Top Extension at Stairs. At the top of a stair flight, handrails shall extend horizontally above the landing for 12 inches (305 mm) minimum beginning directly above the first riser nosing. Extensions shall return to a wall, guard, or the landing surface, or shall be continuous to the handrail of an adjacent stair flight. 12 min

X

305

X

Note: X = tread depth

Figure 505.10.3 Bottom Handrail Extension at Stairs Figure 505.10.2 Top Handrail Extension at Stairs

408.2 Elevator Landings. Landings serving limited-use/limited-application elevators shall comply with 408.2.

408.2.3 Hoistway Signs. Signs at elevator hoistways shall comply with 407.2.3.1. 408.3 Elevator Doors. Elevator hoistway doors shall comply with 408.3.

604.9.3 Height. The height of water closets shall be 11 inches (280 mm) minimum and 17 inches (430 mm) maximum measured to the top of the seat. Seats shall not be sprung to return to a lifted position. 604.9.4 Grab Bars. Grab bars for water closets shall comply with 604.5. 604.9.5 Flush Controls. Flush controls shall be hand operated or automatic. Hand operated flush controls shall comply with 309.2 and 309.4 and shall be installed 36 inches (915 mm) maximum above the finish floor. Flush controls shall be located on the open side of the water closet except in ambulatory accessible compartments complying with 604.8.2. 604.9.6 Dispensers. Toilet paper dispensers shall comply with 309.4 and shall be 7 inches (180 mm) minimum and 9 inches (230 mm) maximum in front of the water closet measured to the centerline of the dispenser. The outlet of the dispenser shall be 14 inches (355 mm) minimum and 19 inches (485 mm) maximum above the finish floor. There shall be a clearance of 1 1/2 inches (38 mm) minimum below the grab bar. Dispensers shall not be of a type that controls delivery or that does not allow continuous paper flow.

345

DATE

ISSUED FOR

11/18/16

REVIEW SET

01/31/17

PRICING SET

03/15/17

PERMIT SET

DATE

REVISION

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

345

17 max 430

604.8.1 Wheelchair Accessible Compartments. Wheelchair accessible compartments shall comply with 604.8.1. 604.8.1.1 Size. Wheelchair accessible compartments shall be 60 inches (1525 mm) wide minimum measured perpendicular to the side wall, and 56 inches (1420 mm) deep minimum for wall hung water closets and 59 inches (1500 mm) deep minimum for floor mounted water closets measured perpendicular to the rear wall. Wheelchair accessible compartments for children's use shall be 60 inches (1525 mm) wide minimum measured perpendicular to the side wall, and 59 inches (1500 mm) deep minimum for wall hung and floor mounted water closets measured perpendicular to the rear wall.

(a) wall hung type

ISSUED FOR

(b) stall type

Figure 605.2 Height and Depth of Urinals 605.3 Clear Floor Space. A clear floor or ground space complying with 305 positioned for forward approach shall be provided. 605.4 Flush Controls. Flush controls shall be hand operated or automatic. Hand operated flush controls shall comply with 309.

606.2 Clear Floor Space. A clear floor space complying with 305, positioned for a forward approach, and knee and toe clearance complying with 306 shall be provided. 606.3 Height. Lavatories and sinks shall be installed with the front of the higher of the rim or counter surface 34 inches (865 mm) maximum above the finish floor or ground.

505.10.3 Bottom Extension at Stairs. At the bottom of a stair flight, handrails shall extend at the slope of the stair flight for a horizontal distance at least equal to one tread depth beyond the last riser nosing. Extension shall return to a wall, guard, or the landing surface, or shall be continuous to the handrail of an adjacent stair flight. CHAPTER 6: PLUMBING ELEMENTS AND FACILITIES 602 Drinking Fountains 602.2 Clear Floor Space. Units shall have a clear floor or ground space complying with 305 positioned for a forward approach and centered on the unit. Knee and toe clearance complying with 306 shall be provided. EXCEPTION: A parallel approach complying with 305 shall be permitted at units for children's use where the spout is 30 inches (760 mm) maximum above the finish floor or ground and is 3 1/2 inches (90 mm) maximum from the front edge of the unit, including bumpers. 602.3 Operable Parts. Operable parts shall comply with 309. 602.4 Spout Height. Spout outlets shall be 36 inches (915 mm) maximum above the finish floor or ground. 602.5 Spout Location. The spout shall be located 15 inches (380 mm) minimum from the vertical support and 5 inches (125 mm) maximum from the front edge of the unit, including bumpers. 5 max 15 min 380

area to be marked

606.4 Faucets. Controls for faucets shall comply with 309. Hand-operated metering faucets shall remain open for 10 seconds minimum.

60 min

60 min

1525

1525

(a) adult wall hung water closet

(b) adult floor mounted water closet and children's water closet

Figure 604.8.1.1 Size of Wheelchair Accessible Toilet Compartment 604.8.1.2 Doors. Toilet compartment doors, including door hardware, shall comply with 404 except that if the approach is to the latch side of the compartment door, clearance between the door side of the compartment and any obstruction shall be 42 inches (1065 mm) minimum. Doors shall be located in the front partition or in the side wall or partition farthest from the water closet. Where located in the front partition, the door opening shall be 4 inches (100 mm) maximum from the side wall or partition farthest from the water closet. Where located in the side wall or partition, the door opening shall be 4 inches (100 mm) maximum from the front partition. The door shall be self-closing. A door pull complying with 404.2.7 shall be placed on both sides of the door near the latch. Toilet compartment doors shall not swing into the minimum required compartment area.

606.5 Exposed Pipes and Surfaces. Water supply and drain pipes under lavatories and sinks shall be insulated or otherwise configured to protect against contact. There shall be no sharp or abrasive surfaces under lavatories and sinks. 607 Bathtubs 607.2 Clearance. Clearance in front of bathtubs shall extend the length of the bathtub and shall be 30 inches (760 mm) wide minimum. A lavatory complying with 606 shall be permitted at the control end of the clearance. Where a permanent seat is provided at the head end of the bathtub, the clearance shall extend 12 inches (305 mm) minimum beyond the wall at the head end of the bathtub. back wall

back wall

head end wall

head control end wall end wall

control end wall

alternate

door

408 Limited-Use/Limited-Application Elevators 408.1 General. Limited-use/limited-application elevators shall comply with 408 and with ASME A17.1 (incorporated by reference, see "Referenced Standards" in Chapter 1). They shall be passenger elevators as classified by ASME A17.1. Elevator operation shall be automatic.

604.9.2 Clearance. Clearance around a water closet shall comply with 604.3.

606 Lavatories and Sinks

125

409.4.7.3 Compartment. If the telephone or device is in a closed compartment, the compartment door hardware shall comply with 309. 409.4.7.4 Cord. The telephone cord shall be 29 inches (735 mm) long minimum.

604.9.1 Location. The water closet shall be located with a wall or partition to the rear and to one side. The centerline of the water closet shall be 12 inches (305 mm) minimum and 18 inches (455 mm) maximum from the side wall or partition, except that the water closet shall be 17 inches (430 mm) minimum and 19 inches (485 mm) maximum from the side wall or partition in the ambulatory accessible toilet compartment specified in 604.8.2. Compartments shall be arranged for left-hand or right-hand approach to the water closet.

604.8 Toilet Compartments. Wheelchair accessible toilet compartments shall meet the requirements of 604.8.1 and 604.8.3. Compartments containing more than one plumbing fixture shall comply with 603. Ambulatory accessible compartments shall comply with 604.8.2 and 604.8.3.

Figure 505.10.1 Top and Bottom Handrail Extension at Ramps

502.5 Vertical Clearance. Parking spaces for vans and access aisles and vehicular routes serving them shall provide a vertical clearance of 98 inches (2490 mm) minimum.

503.3.1 Width. Access aisles serving vehicle pull-up spaces shall be 60 inches (1525 mm) wide minimum.

407.4.7.1.1 Type. Control buttons shall be identified by tactile characters complying with 703.2.

604.9 Water Closets and Toilet Compartments for Children's Use. Water closets and toilet compartments for children's use shall comply with 604.9.

605.2 Height and Depth. Urinals shall be the stall-type or the wall-hung type with the rim 17 inches (430 mm) maximum above the finish floor or ground. Urinals shall be 13 1/2 inches (345 mm) deep minimum measured from the outer face of the urinal rim to the back of the fixture. 13½ min 13½ min

7-9

502.3.1 Width. Access aisles serving car and van parking spaces shall be 60 inches (1525 mm) wide minimum.

407.4.6.2.1 Size. Buttons shall be 3/4 inch (19 mm) minimum in their smallest dimension. Figure 409.4.6.2 Location of Private Residence Elevator Control Panel

604.8.3 Coat Hooks and Shelves. Coat hooks shall be located within one of the reach ranges specified in 308. Shelves shall be located 40 inches (1015 mm) minimum and 48 inches (1220 mm) maximum above the finish floor.

Figure 604.7 Dispenser Outlet Location

407.4.6.2 Buttons. Car control buttons with floor designations shall comply with 407.4.6.2 and shall be raised or flush.

407.4.6.4.1 Height. Emergency control buttons shall have their centerlines 35 inches (890 mm) minimum above the finish floor.

Figure 604.8.2 Ambulatory Accessible Toilet Compartment

180-230

Figure 502.3 Parking Space Access Aisle

503 Passenger Loading Zones 12 min

305

1525

503.3 Access Aisle. Passenger loading zones shall provide access aisles complying with 503 adjacent to the vehicle pull-up space. Access aisles shall adjoin an accessible route and shall not overlap the vehicular way.

408.2.1 Call Buttons. Elevator call buttons and keypads shall comply with 407.2.1. 408.2.2 Hall Signals. Hall signals shall comply with 407.2.2. 3/16/2017 5:57:28 PM

409.4.5 Illumination Levels. Elevator car illumination shall comply with 407.4.5.

890-940

605 Urinals

12 min 12 min 305

60 min

C:\Users\sdardant\Documents\N14023_MCCNO LINEAR PARK_CENTRAL_2016_sdardant.rvt

407.4.4 Leveling. Each car shall be equipped with a self-leveling feature that will automatically bring and maintain the car at floor landings within a tolerance of 1/2 inch (13 mm) under rated loading to zero loading conditions.

area to be marked

35-37

604.9.7 Toilet Compartments. Toilet compartments shall comply with 604.8.

length of bathtub

location

410 Platform Lifts 410.1 General. Platform lifts shall comply with ASME A18.1 (1999 edition or 2003 edition) (incorporated by reference, see "Referenced Standards" in Chapter 1). Platform lifts shall not be attendant-operated and shall provide unassisted entry and exit from the lift. Advisory 410.1 General. Inclined stairway chairlifts and inclined and vertical platform lifts are available for short-distance vertical transportation. Because an accessible route requires an 80 inch (2030 mm) vertical clearance, care should be taken in selecting lifts as they may not be equally suitable for use by people using wheelchairs and people standing. If a lift does not provide 80 inch (2030 mm) vertical clearance, it cannot be considered part of an accessible route in new construction.

4 max

Figure 602.5 Drinking Fountain Spout Location Figure 503.3 Passenger Loading Zone Access Aisle 503.4 Floor and Ground Surfaces. Vehicle pull-up spaces and access aisles serving them shall comply with 302. Access aisles shall be at the same level as the vehicle pull-up space they serve. Changes in level are not permitted. EXCEPTION: Slopes not steeper than 1:48 shall be permitted. 503.5 Vertical Clearance. Vehicle pull-up spaces, access aisles serving them, and a vehicular route from an entrance to the passenger loading zone, and from the passenger loading zone to a vehicular exit shall provide a vertical clearance of 114 inches (2895 mm) minimum.

602.6 Water Flow. The spout shall provide a flow of water 4 inches (100 mm) high minimum and shall be located 5 inches (125 mm) maximum from the front of the unit. The angle of the water stream shall be measured horizontally relative to the front face of the unit. Where spouts are located less than 3 inches (75 mm) of the front of the unit, the angle of the water stream shall be 30 degrees maximum. Where spouts are located between 3 inches (75 mm) and 5 inches (125 mm) maximum from the front of the unit, the angle of the water stream shall be 15 degrees maximum. 602.7 Drinking Fountains for Standing Persons. Spout outlets of drinking fountains for standing persons shall be 38 inches (965 mm) minimum and 43 inches (1090 mm) maximum above the finish floor or ground.

length of bathtub 12 min

(a) removable in-tub seat

100

(b) permanent seat

305

Figure 607.2 Clearance for Bathtubs 1065

1525

60 min

2030

80 min 915

409.4.4 Leveling. Each car shall automatically stop at a floor landing within a tolerance of 1/2 inch (13 mm) under rated loading to zero loading conditions.

C L

505.10.1 Top and Bottom Extension at Ramps. Ramp handrails shall extend horizontally above the landing for 12 inches (305 mm) minimum beyond the top and bottom of ramp runs. Extensions shall return to a wall, guard, or the landing surface, or shall be continuous to the handrail of an adjacent ramp run.

502.3.3 Marking. Access aisles shall be marked so as to discourage parking in them.

915

36 min

604.7 Dispensers. Toilet paper dispensers shall comply with 309.4 and shall be 7 inches (180 mm) minimum and 9 inches (230 mm) maximum in front of the water closet measured to the centerline of the dispenser. The outlet of the dispenser shall be 15 inches (380 mm) minimum and 48 inches (1220 mm) maximum above the finish floor and shall not be located behind grab bars. Dispensers shall not be of a type that controls delivery or that does not allow continuous paper flow.

505.9 Fittings. Handrails shall not rotate within their fittings. 505.10 Handrail Extensions. Handrail gripping surfaces shall extend beyond and in the same direction of stair flights and ramp runs in accordance with 505.10.

60 min

409.4.3 Platform to Hoistway Clearance. The clearance between the car platform and the edge of any landing sill shall be 1 1/2 inch (38 mm) maximum.

(b)

Figure 505.7.2 Handrail Non-Circular Cross Section

409.4 Elevator Cars. Private residence elevator cars shall comply with 409.4.

409.4.2 Floor Surfaces. Floor surfaces in elevator cars shall comply with 302 and 303.

36 min

ax

(a)

409.3.2 Location. Elevator car doors or gates shall be positioned at the narrow end of the clear floor spaces required by 409.4.1.

409.4.1 Inside Dimensions of Elevator Cars. Elevator cars shall provide a clear floor space of 36 inches (915 mm) minimum by 48 inches (1220 mm) minimum and shall comply with 305.

57

42 min

1525

2¼ max

4 max

1370

604.6 Flush Controls. Flush controls shall be hand operated or automatic. Hand operated flush controls shall comply with 309. Flush controls shall be located on the open side of the water closet except in ambulatory accessible compartments complying with 604.8.2.

100-160

502.3 Access Aisle. Access aisles serving parking spaces shall comply with 502.3. Access aisles shall adjoin an accessible route. Two parking spaces shall be permitted to share a common access aisle.

604.5.2 Rear Wall. The rear wall grab bar shall be 36 inches (915 mm) long minimum and extend from the centerline of the water closet 12 inches (305 mm) minimum on one side and 24 inches (610 mm) minimum on the other side.

1420

54 min

505.7.2 Non-Circular Cross Sections. Handrail gripping surfaces with a non-circular cross section shall have a perimeter dimension of 4 inches (100 mm) minimum and 6 1/4 inches (160 mm) maximum, and a cross-section dimension of 2 1/4 inches (57 mm) maximum.

Figure 604.5.1 Side Wall Grab Bar at Water Closets Figure 604.5.2 Rear Wall Grab Bar at Water Closets

56 min

60 min

409.3.1 Power Operation. Elevator car and hoistway doors and gates shall be power operated and shall comply with ANSI/BHMA A156.19 (1997 or 2002 edition) (incorporated by reference, see "Referenced Standards" in Chapter 1). Power operated doors and gates shall remain open for 20 seconds minimum when activated.

(b) van

m

1295

51 min

409.3 Elevator Doors. Hoistway doors, car doors, and car gates shall comply with 409.3 and 404.

(a) car

505.7.1 Circular Cross Section. Handrail gripping surfaces with a circular cross section shall have an outside diameter of 1 1/4 inches (32 mm) minimum and 2 inches (51 mm) maximum.

4-6¼ perimeter

915

(b) side (off-centered) door

3350

full length of parking space

(a) centered door

132 min

2440

Figure 502.2 Vehicle Parking Spaces

409.2 Call Buttons. Call buttons shall be 3/4 inch (19 mm) minimum in the smallest dimension and shall comply with 309.

36 min

42 min 1065

1370

54 min

1370

54 min

1295

51 min

408.4.8 Emergency Communications. Car emergency signaling devices complying with 407.4.9 shall be provided.

96 min

transfer side

15 min

408.4.7 Designations and Indicators of Car Controls. Designations and indicators of car controls shall comply with 407.4.7.

409 Private Residence Elevators 409.1 General. Private residence elevators that are provided within a residential dwelling unit required to provide mobility features complying with 809.2 through 809.4 shall comply with 409 and with ASME A17.1 (incorporated by reference, see "Referenced Standards" in Chapter 1). They shall be passenger elevators as classified by ASME A17.1. Elevator operation shall be automatic.

Figure 505.6 Horizontal Projections Below Gripping Surface

57

1725

2030

408.4.5 Illumination. Elevator car illumination shall comply with 407.4.5.

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

1525

604.4 Seats. The seat height of a water closet above the finish floor shall be 17 inches (430 mm) minimum and 19 inches (485 mm) maximum measured to the top of the seat. Seats shall not be sprung to return to a lifted position.

(c) walking surfaces

(b) ramps

2¼

68 min

80 min

604.8.2.3 Grab Bars. Grab bars shall comply with 609. A side-wall grab bar complying with 604.5.1 shall be provided on both sides of the compartment.

60 min

407.3.6 Width. The width of elevator doors shall comply with Table 407.4.1. 407.4 Elevator Car Requirements. Elevator cars shall comply with 407.4. 407.4.1 Car Dimensions. Inside dimensions of elevator cars and clear width of elevator doors shall comply with Table 407.4.1.

604.8.2.2 Doors. Toilet compartment doors, including door hardware, shall comply with 404, except that if the approach is to the latch side of the compartment door, clearance between the door side of the compartment and any obstruction shall be 42 inches (1065 mm) minimum. The door shall be self-closing. A door pull complying with 404.2.7 shall be placed on both sides of the door near the latch. Toilet compartment doors shall not swing into the minimum required compartment area.

604.3.2 Overlap. The required clearance around the water closet shall be permitted to overlap the water closet, associated grab bars, dispensers, sanitary napkin disposal units, coat hooks, shelves, accessible routes, clear floor space and clearances required at other fixtures, and the turning space. No other fixtures or obstructions shall be located within the required water closet clearance.

Figure 505.4 Handrail Height

408.4.2 Floor Surfaces. Floor surfaces in elevator cars shall comply with 302 and 303.

604.8.2.1 Size. Ambulatory accessible compartments shall have a depth of 60 inches (1525 mm) minimum and a width of 35 inches (890 mm) minimum and 37 inches (940 mm) maximum.

1220

407.3.5 Door Delay. Elevator doors shall remain fully open in response to a car call for 3 seconds

EXCEPTION: Van parking spaces shall be permitted to be 96 inches (2440 mm) wide minimum where the access aisle is 96 inches (2440 mm) wide minimum.

15 sq ft min

604.8.2 Ambulatory Accessible Compartments. Ambulatory accessible compartments shall comply with 604.8.2.

(b) ambulatory accessible water closets

48 max

T = D/(1.5 ft/s) or T = D/(455 mm/s) = 5 seconds minimum where T equals the total time in seconds and D equals the distance (in feet or millimeters) from the point in the lobby or corridor 60 inches (1525 mm) directly in front of the farthest call button controlling that car to the centerline of its hoistway door.

(c) Exception 2

(b) Exception 1

430-485

380

407.3.4 Door and Signal Timing. The minimum acceptable time from notification that a car is answering a call or notification of the car assigned at the means for the entry of destination information until the doors of that car start to close shall be calculated from the following equation:

915

1½ min

407.3.3.3 Duration. Door reopening devices shall remain effective for 20 seconds minimum.

34-38

36 min 407.3.3.1 Height. The device shall be activated by sensing an obstruction passing through the opening at 5 inches (125 mm) nominal and 29 inches (735 mm) nominal above the finish floor.

17-19

405-455

Figure 604.3.1 Size of Clearance at Water Closets

502.2 Vehicle Spaces. Car parking spaces shall be 96 inches (2440 mm) wide minimum and van parking spaces shall be 132 inches (3350 mm) wide minimum, shall be marked to define the width, and shall have an adjacent access aisle complying with 502.3.

Figure 407.2.3.2 Car Designations on Jambs of Destination-Oriented Elevator Hoistway Entrances

16-18 (a) wheelchair accessible water closets

505.3 Continuity. Handrails shall be continuous within the full length of each stair flight or ramp run. Inside handrails on switchback or dogleg stairs and ramps shall be continuous between flights or runs. 505.4 Height. Top of gripping surfaces of handrails shall be 34 inches (865 mm) minimum and 38 inches (965 mm) maximum vertically above walking surfaces, stair nosings, and ramp surfaces. Handrails shall be at a consistent height above walking surfaces, stair nosings, and ramp surfaces.

865-965

1370

502 Parking Spaces 502.1 General. Car and van parking spaces shall comply with 502. Where parking spaces are marked with lines, width measurements of parking spaces and access aisles shall be made from the centerline of the markings.

38

51

54 min

1295

1.4 m²

(c) plan

505.2 Where Required. Handrails shall be provided on both sides of stairs and ramps.

34-38

501 General 501.1 Scope. The provisions of Chapter 5 shall apply where required by Chapter 2 or where referenced by a requirement in this document.

865-965

915

34-38

36 min

1295

Figure 410.6 Platform Lift Doors and Gates

Advisory 505.1 General. Handrails are required on ramp runs with a rise greater than 6 inches (150 mm) (see 405.8) and on certain stairways (see 504). Handrails are not required on walking surfaces with running slopes less than 1:20. However, handrails are required to comply with 505 when they are provided on walking surfaces with running slopes less than 1:20 (see 403.6). Sections 505.2, 505.3, and 505.10 do not apply to handrails provided on walking surfaces with running slopes less than 1:20 as these sections only reference requirements for ramps and stairs.

865-965

lift mechanism

1065

54 min

54 min

1370

(a) new construction

150

(b) elevation children

604.8.1.5 Grab Bars. Grab bars shall comply with 609. A side-wall grab bar complying with 604.5.1 shall be provided and shall be located on the wall closest to the water closet. In addition, a rear-wall grab bar complying with 604.5.2 shall be provided.

505 Handrails 505.1 General. Handrails provided along walking surfaces complying with 403, required at ramps complying with 405, and required at stairs complying with 504 shall comply with 505.

815

51 min

51 min

407.2.3.2 Car Designations. Destination-oriented elevators shall provide tactile car identification minimum. complying with 703.2 on both jambs of the hoistway immediately below the floor designation. Car designations shall be provided in both tactile characters and braille. Tactile characters shall be 2 inches (51 mm) high minimum.

2 min

platform

150

Figure 604.8.1.4 Wheelchair Accessible Toilet Compartment Toe Clearance

(d) beveled nosing

504.6 Handrails. Stairs shall have handrails complying with 505. 504.7 Wet Conditions. Stair treads and landings subject to wet conditions shall be designed to prevent the accumulation of water.

32 min

(e) Exception existing elevator car configuration

Figure 407.2.3.1 Floor Designations on Jambs of Elevator Hoistway Entrances

2 C

38

Figure 504.5 Stair Nosings

51

2 min

407.2.3.1 Floor Designation. Floor designations complying with 703.2 and 703.4.1 shall be provided on both jambs of elevator hoistway entrances. Floor designations shall be provided in both tactile characters and braille. Tactile characters shall be 2 inches (51 mm) high minimum. A tactile star shall be provided on both jambs at the main entry level.

2 C

38

C L

C L

6 min

6 min (a) elevation adult

815 (c) curved nosing

Figure 407.2.2.2 Visible Hall Signals

1

1½ max

305

NEW ORLEANS, LOUISIANA

1.5 m²

1½ max

12 min

230

LINEAR PARK

16 sq ft min

9 min

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

1065

150

604 Water Closets and Toilet Compartments 604.2 Location. The water closet shall be positioned with a wall or partition to the rear and to one side. The centerline of the water closet shall be 16 inches (405 mm) minimum to 18 inches (455 mm) maximum from the side wall or partition, except that the water closet shall be 17 inches (430 mm) minimum and 19 inches (485 mm) maximum from the side wall or partition in the ambulatory accessible toilet compartment specified in 604.8.2. Water closets shall be arranged for a left-hand or right-hand approach.

760

42 min

(b) angled riser

(a) radius of tread edge (typical for all profiles)

6 min

150

30 min

915

1

13

36 min

1830

72 min

64

30° max

6 min

1065

C L

radius ½ max

partition

760

64

2½ min

410.6 Doors and Gates. Platform lifts shall have low-energy power-operated doors or gates complying with 404.3. Doors shall remain open for 20 seconds minimum. End doors and gates shall provide a clear width 32 inches (815 mm) minimum. Side doors and gates shall provide a clear width 42 inches (1065 mm) minimum.

partition

30 min

408.4.1 Car Dimensions and Doors. Elevator cars shall provide a clear width 42 inches (1065 mm) minimum and a clear depth 54 inches (1370 mm) minimum. Car doors shall be positioned at the narrow ends of cars and shall provide 32 inches (815 mm) minimum clear width.

603.4 Coat Hooks and Shelves. Coat hooks shall be located within one of the reach ranges specified in 308. Shelves shall be located 40 inches (1015 mm) minimum and 48 inches (1220 mm) maximum above the finish floor.

42 min

410.5 Operable Parts. Controls for platform lifts shall comply with 309.

504.5 Nosings. The radius of curvature at the leading edge of the tread shall be 1/2 inch (13 mm) maximum. Nosings that project beyond risers shall have the underside of the leading edge curved or beveled. Risers shall be permitted to slope under the tread at an angle of 30 degrees maximum from vertical. The permitted projection of the nosing shall extend 1 1/2 inches (38 mm) maximum over the tread below.

EXCEPTION: Toe clearance at the front partition is not required in a compartment greater than 62 inches (1575 mm) deep with a wall-hung water closet or 65 inches (1650 mm) deep with a floor-mounted water closet. Toe clearance at the side partition is not required in a compartment greater than 66 inches (1675 mm) wide. Toe clearance at the front partition is not required in a compartment for children's use that is greater than 65 inches (1650 mm)deep

1525

408.4 Elevator Cars. Elevator cars shall comply with 408.4.

504.4 Tread Surface. Stair treads shall comply with 302. Changes in level are not permitted.

604.8.1.4 Toe Clearance. The front partition and at least one side partition shall provide a toe clearance of 9 inches (230 mm) minimum above the finish floor and 6 inches (150 mm) deep minimum beyond the compartment-side face of the partition, exclusive of partition support members. Compartments for children's use shall provide a toe clearance of 12 inches (305 mm) minimum above the finish floor.

60 min

408.3.2.2 Duration. Power-operated swinging doors shall remain open for 20 seconds minimum when activated.

504.3 Open Risers. Open risers are not permitted.

603.3 Mirrors. Mirrors located above lavatories or countertops shall be installed with the bottom edge of the reflecting surface 40 inches (1015 mm) maximum above the finish floor or ground. Mirrors not located above lavatories or countertops shall be installed with the bottom edge of the reflecting surface 35 inches (890 mm) maximum above the finish floor or ground.

1500

2½ min

410.3 Clear Floor Space. Clear floor space in platform lifts shall comply with 305. 410.4 Platform to Runway Clearance. The clearance between the platform sill and the edge of any runway landing shall be 1 inch (32 mm) maximum.

42 min

C L C L

410.2 Floor Surfaces. Floor surfaces in platform lifts shall comply with 302 and 303.

504.2 Treads and Risers. All steps on a flight of stairs shall have uniform riser heights and uniform tread depths. Risers shall be 4 inches (100 mm) high minimum and 7 inches (180 mm) high maximum. Treads shall be 11 inches (280 mm) deep minimum.

603.2.3 Door Swing. Doors shall not swing into the clear floor space or clearance required for any fixture. Doors shall be permitted to swing into the required turning space.

59 min

407.2.2.2 Visible Signals. Visible signal fixtures shall be centered at 72 inches (1830 mm) minimum above the finish floor or ground. The visible signal elements shall be 2 1/2 inches (64 mm) minimum measured along the vertical centerline of the element. Signals shall be visible from the floor area adjacent to the hall call button.

408.3.2.1 Power Operation. Swinging doors shall be power-operated and shall comply with ANSI/BHMA A156.19 (1997 or 2002 edition) (incorporated by reference, see "Referenced Standards" in Chapter 1).

504 Stairways 504.1 General. Stairs that are part of the means of egress is required to comply with 504

100

407.2.2.1 Visible and Audible Signals. A visible and audible signal shall be provided at each hoistway entrance to indicate which car is answering a call and the car's direction of travel. Where in-car signals are provided, they shall be visible from the floor area adjacent to the hall call buttons.

408.3.2 Swinging Doors. Swinging hoistway doors shall open and close automatically and shall comply with 404, 407.3.2 and 408.3.2.

The ADA and other Federal civil rights laws require that accessible features be maintained in working order so that they are accessible to and usable by those people they are intended to benefit. Building owners are reminded that the ASME A18 Safety Standard for Platform Lifts and Stairway Chairlifts requires routine maintenance and inspections. Isolated or temporary interruptions in service due to maintenance or repairs may be unavoidable; however, failure to take prompt action to effect repairs could constitute a violation of Federal laws and these requirements.

1420

407.2.1.2 Size. Call buttons shall be 3/4 inch (19 mm) minimum in the smallest dimension.

408.3.1 Sliding Doors. Sliding hoistway and car doors shall comply with 407.3.1 through 407.3.3 and 408.4.1.

56 min

407 Elevators 407.1 General. Elevators shall comply with 407 and with ASME A17.1 (incorporated by reference, see "Referenced Standards" in Chapter 1). They shall be passenger elevators as classified by ASME A17.1. Elevator operation shall be automatic. EXCEPTION: Existing conditions don't have to comply

603 Toilet and Bathing Rooms 603.2 Clearances. Clearances shall comply with 603.2. 603.2.1 Turning Space. Turning space complying with 304 shall be provided within the room. 603.2.2 Overlap. Required clear floor spaces, clearance at fixtures, and turning space shall be permitted to overlap.

Figure 604.8.1.2 Wheelchair Accessible Toilet Compartment Doors 604.8.1.3 Approach. Compartments shall be arranged for left-hand or right-hand approach to the water closet.

607.3 Seat. A permanent seat at the head end of the bathtub or a removable in-tub seat shall be provided. Seats shall comply with 610. 607.4 Grab Bars. Grab bars for bathtubs shall comply with 609 and shall be provided in accordance with 607.4.1 or 607.4.2.

PROJECT NO.

N14023/14027

DRAWN BY

Author

CHECKED BY

Checker

DRAWING TITLE

ADA INFORMATION

607.4.1 Bathtubs With Permanent Seats. For bathtubs with permanent seats, grab bars shall be provided in accordance with 607.4.1.

SHEET NO.

G0.31

38

703.2.1 Depth. Raised characters shall be 1/32 inch (0.8 mm) minimum above their background. Figure 608.3.1 Grab Bars for Transfer Type Showers

back wall 150

back wall side wall

side wall

150

Figure 607.4.2 Grab Bars for Bathtubs with Removable In-Tub Seats

607.4.2.1 Back Wall. Two grab bars shall be installed on the back wall, one located in accordance with 609.4 and other located 8 inches (205 mm) minimum and 10 inches (255 mm) maximum above the rim of the bathtub. Each grab bar shall be 24 inches (610 mm) long minimum and shall be installed 24 inches (610 mm) maximum from the head end wall and 12 inches (305 mm) maximum from the control end wall. 607.4.2.2 Control End Wall. A grab bar 24 inches (610 mm) long minimum shall be installed on the control end wall at the front edge of the bathtub. 607.4.2.3 Head End Wall. A grab bar 12 inches (305 mm) long minimum shall be installed on the head end wall at the front edge of the bathtub.

control end wall

609.8 Structural Strength. Allowable stresses shall not be exceeded for materials used when a vertical or horizontal force of 250 pounds (1112 N) is applied at any point on the grab bar, fastener, mounting device, or supporting structure.

back wall

610.2 Bathtub Seats. The top of bathtub seats shall be 17 inches (430 mm) minimum and 19 inches (485 mm) maximum above the bathroom finish floor. The depth of a removable in-tub seat shall be 15 inches (380 mm) minimum and 16 inches (405 mm) maximum. The seat shall be capable of secure placement. Permanent seats at the head end of the bathtub shall be 15 inches (380 mm) deep minimum and shall extend from the back wall to or beyond the outer edge of the bathtub.

703.2.7 Character Spacing. Character spacing shall be measured between the two closest points of adjacent raised characters within a message, excluding word spaces. Where characters have rectangular cross sections, spacing between individual raised characters shall be 1/8 inch (3.2 mm) minimum and 4 times the raised character stroke width maximum. Where characters have other cross sections, spacing between individual raised characters shall be 1/16 inch (1.6 mm) minimum and 4 times the raised character stroke width maximum at the base of the cross sections, and 1/8 inch (3.2 mm) minimum and 4 times the raised character stroke width maximum at the top of the cross sections. Characters shall be separated from raised borders and decorative elements 3/8 inch (9.5 mm) minimum. 703.2.8 Line Spacing. Spacing between the baselines of separate lines of raised characters within a message shall be 135 percent minimum and 170 percent maximum of the raised character height.

front wall Figure 608.3.3 Grab Bars for Alternate Roll-In Type Showers 608.4 Seats. A folding or non-folding seat shall be provided in transfer type shower compartments. A folding seat shall be provided in roll-in type showers required in transient lodging guest rooms with mobility features complying with 806.2. Seats shall comply with 610.

703.3 Braille. Braille shall be contracted (Grade 2) and shall comply with 703.3 and 703.4. 15-16

15 min

380-405

703.3.1 Dimensions and Capitalization. Braille dots shall have a domed or rounded shape and shall comply with Table 703.3.1. The indication of an uppercase letter or letters shall only be used before the first word of sentences, proper nouns and names, individual letters of the alphabet, initials, and acronyms.

380

608.5 Controls. Controls, faucets, and shower spray units shall comply with 309.4. 608.5.1 Transfer Type Shower Compartments. In transfer type shower compartments, the controls, faucets, and shower spray unit shall be installed on the side wall opposite the seat 38 inches (965 mm) minimum and 48 inches (1220 mm) maximum above the shower floor and shall be located on the control wall 15 inches (380 mm) maximum from the centerline of the seat toward the shower opening.

C L

distance between corresponding dots in adjacent cells

distance between dots in the same cell

distance between dots in the same cell

(b) Permanent Seat

(a) Removable In-Tub Seat

blank cell space between words raised dot

distance between corresponding dots from one cell directly below

base diameter

Figure 610.2 Bathtub Seats

C L

(a) rectangular

(b) L-shaped

3/8 min

703.4.1 Height Above Finish Floor or Ground. Tactile characters on signs shall be located 48 inches (1220 mm) minimum above the finish floor or ground surface, measured from the baseline of the lowest tactile character and 60 inches (1525 mm) maximum above the finish floor or ground surface, measured from the baseline of the highest tactile character.

AREA OF REFUGE

AREA OF REFUGE

1220

48 min 355-380

14-15

seat wall

1220

back wall

38

1½ max

560-585

48 max

1220

48 max

36

915 915

36 min 1220 Note: inside finished dimensions measured at the center points

22-23

685

side wall

seat wall

Figure 703.4.1 Height of Tactile Characters Above Finish Floor or Ground

703.4.2 Location. Where a tactile sign is provided at a door, the sign shall be located alongside the door at the latch side. Where a tactile sign is provided at double doors with one active leaf, the sign shall be located on the inactive leaf. Where a tactile sign is provided at double doors with two active leafs, the sign shall be located to the right of the right hand door. Where there is no wall space at the latch side of a single door or at the right side of double doors, signs shall be located on the nearest adjacent wall. Signs containing tactile characters shall be located so that a clear floor space of 18 inches (455 mm) minimum by 18 inches (455 mm) minimum, centered on the tactile characters, is provided beyond the arc of any door swing between the closed position and 45 degree open position.

of opposing sides

Figure 608.2.1 Transfer Type Shower Compartment Size and Clearance

C L

side wall

side wall

side wall

side wall

60 min 1525 Note: inside finished dimensions measured at the center points of opposing sides

Figure 608.2.2 Standard Roll-In Type Shower Compartment Size and Clearance 608.2.3 Alternate Roll-In Type Shower Compartments. Alternate roll-in type shower compartments shall be 36 inches (915 mm) wide and 60 inches (1525 mm) deep minimum clear inside dimensions measured at center points of opposing sides. A 36 inch (915 mm) wide minimum entry shall be provided at one end of the long side of the compartment.

C L back wall

front wall (d) with seat (plan)

(c) without seat (plan)

760 760

30 min

C L

30 min

front wall

610.4 Structural Strength. Allowable stresses shall not be exceeded for materials used when a vertical or horizontal force of 250 pounds (1112 N) is applied at any point on the seat, fastener, mounting device, or supporting structure.

608.6 Shower Spray Unit and Water. A shower spray unit with a hose 59 inches (1500 mm) long minimum that can be used both as a fixed-position shower head and as a hand-held shower shall be provided. The shower spray unit shall have an on/off control with a non-positive shut-off. If an adjustable-height shower head on a vertical bar is used, the bar shall be installed so as not to obstruct the use of grab bars. Shower spray units shall deliver water that is 120°F (49°C) maximum. 608.7 Thresholds. Thresholds in roll-in type shower compartments shall be 1/2 inch (13 mm) high maximum in accordance with 303. In transfer type shower compartments, thresholds 1/2 inch (13 mm) high maximum shall be beveled, rounded, or vertical. 608.8 Shower Enclosures. Enclosures for shower compartments shall not obstruct controls, faucets, and shower spray units or obstruct transfer from wheelchairs onto shower seats.

611 Washing Machines and Clothes Dryers 611.2 Clear Floor Space. A clear floor or ground space complying with 305 positioned for parallel approach shall be provided. The clear floor or ground space shall be centered on the appliance. 611.3 Operable Parts. Operable parts, including doors, lint screens, and detergent and bleach compartments shall comply with 309. 611.4 Height. Top loading machines shall have the door to the laundry compartment located 36 inches (915 mm) maximum above the finish floor. Front loading machines shall have the bottom of the opening to the laundry compartment located 15 inches (380 mm) minimum and 36 inches (915 mm) maximum above the finish floor.

side wall

609.2 Cross Section. Grab bars shall have a cross section complying with 609.2.1 or 609.2.2.

380-915

15-36

915

36 max

C L side

915

609.1 General. Grab bars in toilet facilities and bathing facilities shall comply with 609.

C L

wall front wall

36 min 915

60 min 1525 Note: inside finished dimensions measured at the center points of opposing sides

609.2.1 Circular Cross Section. Grab bars with circular cross sections shall have an outside diameter of 1 1/4 inches (32 mm) minimum and 2 inches (51 mm) maximum. 609.2.2 Non-Circular Cross Section. Grab bars with non-circular cross sections shall have a cross-section dimension of 2 inches (51 mm) maximum and a perimeter dimension of 4 inches (100 mm) minimum and 4.8 inches (120 mm) maximum.

Figure 608.2.3 Alternate Roll-In Type Shower Compartment Size and Clearance

608.3.1 Transfer Type Shower Compartments. In transfer type compartments, grab bars shall be provided across the control wall and back wall to a point 18 inches (455 mm) from the control wall.

m ax 51

2

C L C L

(b) plan

705.2 Platform Edges. Detectable warning surfaces at platform boarding edges shall be 24 inches (610 mm) wide and shall extend the full length of the public use areas of the platform.

706.3 Receiver Hearing-Aid Compatibility. Receivers required to be hearing-aid compatible shall interface with telecoils in hearing aids through the provision of neckloops. 706.4 Sound Pressure Level. Assistive listening systems shall be capable of providing a sound pressure level of 110 dB minimum and 118 dB maximum with a dynamic range on the volume control of 50 dB.

DATE

ISSUED FOR

11/18/16

REVIEW SET

01/31/17

PRICING SET

03/15/17

PERMIT SET

DATE

REVISION

706.5 Signal-to-Noise Ratio. The signal-to-noise ratio for internally generated noise in assistive listening systems shall be 18 dB minimum. 706.6 Peak Clipping Level. Peak clipping shall not exceed 18 dB of clipping relative to the peaks of speech. 707 Automatic Teller Machines and Fare Machines 707.2 Clear Floor or Ground Space. A clear floor or ground space complying with 305 shall be provided.

ISSUED FOR

EXCEPTION: Drive-up only automatic teller machines and fare machines shall not be required to comply with 309.2 and 309.3.

2 max 51

(b)

609.3 Spacing. The space between the wall and the grab bar shall be 1 1/2 inches (38 mm). The space between the grab bar and projecting objects below and at the ends shall be 1 1/2 inches (38 mm) minimum. The space between the grab bar and projecting objects above shall be 12 inches (305 mm) minimum.

707.4 Privacy. Automatic teller machines shall provide the opportunity for the same degree of privacy of input and output available to all individuals.

455

Figure 703.4.2 Location of Tactile Signs at Doors 703.5 Visual Characters. Visual characters shall comply with 703.5. 703.5.1 Finish and Contrast. Characters and their background shall have a non-glare finish. Characters shall contrast with their background with either light characters on a dark background or dark characters on a light background. 703.5.2 Case. Characters shall be uppercase or lowercase or a combination of both.

703.5.4 Character Proportions. Characters shall be selected from fonts where the width of the uppercase letter "O" is 55 percent minimum and 110 percent maximum of the height of the uppercase letter "I".

707.5 Speech Output. Machines shall be speech enabled. Operating instructions and orientation, visible transaction prompts, user input verification, error messages, and all displayed information for full use shall be accessible to and independently usable by individuals with vision impairments. Speech shall be delivered through a mechanism that is readily available to all users, including but not limited to, an industry standard connector or a telephone handset. Speech shall be recorded or digitized human, or synthesized. 707.5.1 User Control. Speech shall be capable of being repeated or interrupted. Volume control shall be provided for the speech function. 707.5.2 Receipts. Where receipts are provided, speech output devices shall provide audible balance inquiry information, error messages, and all other information on the printed receipt necessary to complete or verify the transaction. 707.6 Input. Input devices shall comply with 707.6.

703.5.5 Character Height. Minimum character height shall comply with Table 703.5.5. Viewing distance shall be measured as the horizontal distance between the character and an obstruction preventing further approach towards the sign. Character height shall be based on the uppercase letter "I".

707.6.1 Input Controls. At least one tactilely discernible input control shall be provided for each function. Where provided, key surfaces not on active areas of display screens, shall be raised above surrounding surfaces. Where membrane keys are the only method of input, each shall be tactilely discernable from surrounding surfaces and adjacent keys.

703.5.6 Height From Finish Floor or Ground. Visual characters shall be 40 inches (1015 mm) minimum above the finish floor or ground.

707.6.2 Numeric Keys. Numeric keys shall be arranged in a 12-key ascending or descending telephone keypad layout. The number five key shall be tactilely distinct from the other keys.

703.5.7 Stroke Thickness. Stroke thickness of the uppercase letter "I" shall be 10 percent minimum and 30 percent maximum of the height of the character. 703.5.8 Character Spacing. Character spacing shall be measured between the two closest points of adjacent characters, excluding word spaces. Spacing between individual characters shall be 10 percent minimum and 35 percent maximum of character height.

707.6.3.1 Contrast. Function keys shall contrast visually from background surfaces. Characters and symbols on key surfaces shall contrast visually from key surfaces. Visual contrast shall be either light-on-dark or

703.5.9 Line Spacing. Spacing between the baselines of separate lines of characters within a message shall be 135 percent minimum and 170 percent maximum of the character height.

707.6.3.2 Tactile Symbols. Function key surfaces shall have tactile symbols as follows: Enter or Proceed key: raised circle; Clear or Correct key: raised left arrow; Cancel key: raised letter ex; Add Value key: raised plus sign; Decrease Value key: raised minus sign.

703.6 Pictograms. Pictograms shall comply with 703.6. (a) top loading

(b) front loading

707.7 Display Screen. The display screen shall comply with 707.7. 703.6.1 Pictogram Field. Pictograms shall have a field height of 6 inches (150 mm) minimum. Characters and braille shall not be located in the pictogram field.

Figure 611.4 Height of Laundry Compartment Opening

612.3 Turning Space. A turning space complying with 304 shall be provided within saunas and steam rooms

702 Fire Alarm Systems 702.1 General. Fire alarm systems shall have permanently installed audible and visible alarms complying with NFPA 72 (1999 or 2002 edition) (incorporated by reference, see "Referenced Standards" in Chapter 1), except that the maximum allowable sound level of audible notification appliances complying with section 4-3.2.1 of NFPA 72 (1999 edition) shall have a sound level no more than 110 dB at the minimum hearing distance from the audible appliance. In addition, alarms in guest rooms required to provide communication features shall comply with sections 4-3 and 4-4 of NFPA 72 (1999 edition) or sections 7.4 and 7.5 of NFPA 72 (2002 edition).

MEN

707.7.1 Visibility. The display screen shall be visible from a point located 40 inches (1015 mm) above the center of the clear floor space in front of the machine. 707.7.2 Characters. Characters displayed on the screen shall be in a sans serif font. Characters shall be 3/16 inch (4.8 mm) high minimum based on the uppercase letter "I". Characters shall contrast with their background with either light characters on a dark background or dark characters on a light background.

612 Saunas and Steam Rooms

CHAPTER 7: COMMUNICATION ELEMENTS AND FEATURES (a)

18 min

612.2 Bench. Where seating is provided in saunas and steam rooms, at least one bench shall comply with 903. Doors shall not swing into the clear floor space required by 903.2.

4-4.8 perimeter 100-120

608.3 Grab Bars. Grab bars shall comply with 609 and shall be provided in accordance with 608.3. Where multiple grab bars are used, required horizontal grab bars shall be installed at the same height above the finish floor.

centered on tactile characters

703.5.3 Style. Characters shall be conventional in form. Characters shall not be italic, oblique, script, highly decorative, or of other unusual forms.

Figure 608.5.3 Alternate Roll-In Type Shower Compartment Control Location

Figure 609.2.2 Grab Bar Non-Circular Cross Section 3/16/2017 5:57:29 PM

610.3.2 L-Shaped Seats. The rear edge of an L-shaped seat shall be 2 1/2 inches (64 mm) maximum and the front edge 15 inches (380 mm) minimum and 16 inches (405 mm) maximum from the seat wall. The rear edge of the "L" portion of the seat shall be 1 1/2 inches (38 mm) maximum from the wall and the front edge shall be 14 inches (355 mm) minimum and 15 inches (380 mm) maximum from the wall. The end of the "L" shall be 22 inches (560 mm) minimum and 23 inches maximum (585 mm) from the main seat wall.

609 Grab Bars 36

C:\Users\sdardant\Documents\N14023_MCCNO LINEAR PARK_CENTRAL_2016_sdardant.rvt

C L

side wall

41-61 C L

back wall

back wall side wall

C L

150

608.2.2.1 Clearance. A 30 inch (760 mm) wide minimum by 60 inch (1525 mm) long minimum clearance shall be provided adjacent to the open face of the shower compartment.

455

(b) distance from wall

(a) size

Figure 610.3.2 L-Shaped Shower Seat back wall

5.1

1.6-2.4 C L

707.3 Operable Parts. Operable parts shall comply with 309. Unless a clear or correct key is provided, each operable part shall be able to be differentiated by sound or touch, without activation.

18 min

45°

6 min

608.2.2 Standard Roll-In Type Shower Compartments. Standard roll-in type shower compartments shall be 30 inches (760 mm) wide minimum by 60 inches (1525 mm) deep minimum clear inside dimensions measured at center points of opposing sides and shall have a 60 inches (1525 mm) wide minimum entry on the face of the shower compartment.

64

380-405

(b) with seat (elevation)

0.2

17

2½ max

15-16 (a) with seat (elevation)

base diameter of 0.9-1.4 (23-36 mm)

0.65 min

706.2 Receiver Jacks. Receivers required for use with an assistive listening system shall include a 1/8 inch (3.2 mm) standard mono jack.

610.3.1 Rectangular Seats. The rear edge of a rectangular seat shall be 2 1/2 inches (64 mm) maximum and the front edge 15 inches (380 mm) minimum and 16 inches (405 mm) maximum from the seat wall. The side edge of the seat shall be 1 1/2 inches (38 mm) maximum from the adjacent wall.

380

41-61 top diameter of 50%-65% of the base diameter

706 Assistive Listening Systems

Figure 610.3.1 Rectangular Shower Seat

15 max

1.6-2.4

Figure 705.1 Size and Spacing of Truncated Domes

2½ max

bar, but no higher than 48 inches (1220 mm) above the shower floor. Where a seat is provided, the controls, faucets, and shower spray unit shall be located on the side wall

48 min

705.1.1 Dome Size. Truncated domes in a detectable warning surface shall have a base diameter of 0.9 inch (23 mm) minimum and 1.4 inches (36 mm) maximum, a top diameter of 50 percent of the base diameter minimum to 65 percent of the base diameter maximum, and a height of 0.2 inch (5.1 mm).

(a) elevation (enlarged)

64

C L

705 Detectable Warnings 705.1 General. Detectable warnings shall consist of a surface of truncated domes and shall comply with 705.

703.4 Installation Height and Location. Signs with tactile characters shall comply with 703.4.

seat wall

Figure 608.5.2 Standard Roll-In Type Shower Compartment Control Location

27 max

704.3 Volume Control Telephones. Public telephones required to have volume controls shall be equipped with a receive volume control that provides a gain adjustable up to 20 dB minimum. For incremental volume control, provide at least one intermediate step of 12 dB of gain minimum. An automatic reset shall be provided. 704.4 TTYs. TTYs required at a public pay telephone shall be permanently affixed within, or adjacent to, the telephone enclosure. Where an acoustic coupler is used, the telephone cord shall be sufficiently long to allow connection of the TTY and the telephone receiver.

Figure 703.3.2 Position of Braille

1525

(b) with seat

shower spray unit shall be installed on the side wall farthest from the compartment entry.

704.2.4 Cord Length. The cord from the telephone to the handset shall be 29 inches (735 mm) long minimum.

705.1.3 Contrast. Detectable warning surfaces shall contrast visually with adjacent walking surfaces either light-on-dark, or dark-on-light.

60 max

380-405

608.5.3 Alternate Roll-In Type Shower Compartments. In alternate roll-in type shower

control wall C L

704.2.3 Telephone Directories. Telephone directories, where provided, shall be located in accordance with 309.

9.5

Figure 610.3 Extent of Seat 610.3 Shower Compartment Seats. Where a seat is provided in a standard roll-in shower compartment, it shall be a folding type, shall be installed on the side wall adjacent to the controls, and shall extend from the back wall to a point within 3 inches (75 mm) of the compartment entry. Where a seat is provided in an alternate roll-in type shower compartment, it shall be a folding type, shall be installed on the front wall opposite the back wall, and shall extend from the adjacent side wall to a point within 3 inches (75 mm) of the compartment entry. In transfer-type showers, the seat shall extend from the back wall to a point within 3 inches (75 mm) of the compartment entry. The top of the seat shall be 17 inches (430 mm) minimum and 19 inches (485 mm) maximum above the bathroom finish floor. Seats shall comply with 610.3.1 or 610.3.2.

back wall

C L

704.2.2 Operable Parts. Operable parts shall comply with 309. Telephones shall have push-button controls where such service is available.

705.1.2 Dome Spacing. Truncated domes in a detectable warning surface shall have a center-to-center spacing of 1.6 inches (41 mm) minimum and 2.4 inches (61 mm) maximum, and a base-to-base spacing of 0.65 inch (17 mm) minimum, measured between the most adjacent domes on a square grid.

9.5

15-16 (a) without seat

704.2.1.2 Forward Approach. Where a forward approach is provided, the distance from the front edge of a counter within the telephone enclosure to the face of the telephone unit shall be 20 inches (510 mm) maximum.

3/8 min

38

1220

1220

48 max

back wall

AREA OF REFUGE

compartment entry

1½ max

685

75

3 max

75

3 max

1220

608.5.2 Standard Roll-In Type Shower Compartments. In standard roll-in type shower compartments, the controls, faucets, and shower spray unit shall be located above the grab bar, but no higher than 48 inches (1220 mm) above the shower floor. Where a seat is provided, the controls, faucets, and shower spray unit shall be installed on the back wall adjacent to the seat wall and shall be located 27 inches (685 mm) maximum from the seat wall. can be located on 27 max any wall of shower

608.2 Size and Clearances for Shower Compartments. Shower compartments shall have sizes and clearances complying with 608.2.

915

48 max

Figure 608.5.1 Transfer Type Shower Compartment Control Location

608 Shower Compartments

608.2.1 Transfer Type Shower Compartments. Transfer type shower compartments shall be 36 inches (915 mm) by 36 inches (915 mm) clear inside dimensions measured at the center points of opposing sides and shall have a 36 inch (915 mm) wide minimum entry on the face of the shower compartment. Clearance of 36 inches (915 mm) wide minimum by 48 inches (1220 mm) long minimum measured from the control wall shall be provided. 36

703.3.2 Position. Braille shall be positioned below the corresponding text. If text is multi-lined, braille shall be placed below the entire text. Braille shall be separated 3/8 inch (9.5 mm) minimum from any other tactile characters and 3/8 inch (9.5 mm) minimum from raised borders and decorative elements.

compartment entry

48 max

607.7 Bathtub Enclosures. Enclosures for bathtubs shall not obstruct controls, faucets, shower and spray units or obstruct transfer from wheelchairs onto bathtub seats or into bathtubs. Enclosures on bathtubs shall not have tracks installed on the rim of the open face of the bathtub.

965

38 min

380

Figure 607.5 Bathtub Control Location 607.5 Controls. Controls, other than drain stoppers, shall be located on an end wall. Controls shall be between the bathtub rim and grab bar, and between the open side of the bathtub and the centerline of the width of the bathtub. Controls shall comply with 309.4. 607.6 Shower Spray Unit and Water. A shower spray unit with a hose 59 inches (1500 mm) long minimum that can be used both as a fixed-position shower head and as a hand-held shower shall be provided. The shower spray unit shall have an on/off control with a non-positive shut-off. If an adjustable-height shower head on a vertical bar is used, the bar shall be installed so as not to obstruct the use of grab bars. Bathtub shower spray units shall deliver water that is 120°F (49°C) maximum.

Figure 703.3.1 Braille Measurement

15 max

Figure 704.2.1.2 Forward Approach to Telephone

Figure 704.2.1.1 Parallel Approach to Telephone

704.4.1 Height. When in use, the touch surface of TTY keypads shall be 34 inches (865 mm) minimum above the finish floor. 704.5 TTY Shelf. Public pay telephones required to accommodate portable TTYs shall be equipped with a shelf and an electrical outlet within or adjacent to the telephone enclosure. The telephone handset shall be capable of being placed flush on the surface of the shelf. The shelf shall be capable of accommodating a TTY and shall have 6 inches (150 mm) minimum vertical clearance above the area where the TTY is to be placed.

single braille cell

no raised dot

side wall

510

Figure 703.2.5 Height of Raised Characters 703.2.6 Stroke Thickness. Stroke thickness of the uppercase letter "I" shall be 15 percent maximum of the height of the character.

610 Seats

side wall

side wall

150

6 max

607.4.2 Bathtubs Without Permanent Seats. For bathtubs without permanent seats, grab bars shall comply with 607.4.2.

20 max

255

NEW ORLEANS, LOUISIANA

6 max

150

10 max

609.7 Installation. Grab bars shall be installed in any manner that provides a gripping surface at the specified locations and that does not obstruct the required clear floor space.

608.3.3 Alternate Roll-In Type Shower Compartments. In alternate roll-in type shower compartments, grab bars shall be provided on the back wall and the side wall farthest from the compartment entry. Grab bars shall not be provided above the seat. Grab bars shall be installed 6 inches (150 mm) maximum from adjacent walls. 6 max

Advisory 704.2.1 Clear Floor or Ground Space. Because clear floor and ground space is required to be unobstructed, telephones, enclosures and related telephone book storage cannot encroach on the required clear floor or ground space and must comply with the provisions for protruding objects. (See Section 307).

609.5 Surface Hazards. Grab bars and any wall or other surfaces adjacent to grab bars shall be free of sharp or abrasive elements and shall have rounded edges.

430-485

head end wall

704.2.1 Clear Floor or Ground Space. A clear floor or ground space complying with 305 shall be provided. The clear floor or ground space shall not be obstructed by bases, enclosures, or seats.

704.2.1.1 Parallel Approach. Where a parallel approach is provided, the distance from the edge of the telephone enclosure to the face of the telephone unit shall be 10 inches (255 mm) maximum.

LIBRARY

609.6 Fittings. Grab bars shall not rotate within their fittings.

(a) (b) without seat with seat Figure 608.3.2 Grab Bars for Standard Roll-In Type Showers

610

(b) plan

seat C wall L

703.2.4 Character Proportions. Characters shall be selected from fonts where the width of the uppercase letter "O" is 55 percent minimum and 110 percent maximum of the height of the uppercase letter "I". 703.2.5 Character Height. Character height measured vertically from the baseline of the character shall be 5/8 inch (16 mm) minimum and 2 inches (51 mm) maximum based on the height of the uppercase letter "I".

5

150

6 max

150

side wall

6 max

150

side wall

24 max

control end wall

(a) elevation

6 max

609.4 Position of Grab Bars. Grab bars shall be installed in a horizontal position, 33 inches (840 mm) minimum and 36 inches (915 mm) maximum above the finish floor measured to the top of the gripping surface, except that at water closets for children's use complying with 604.9, grab bars shall be installed in a horizontal position 18 inches (455 mm) minimum and 27 inches (685 mm) maximum above the finish floor measured to the top of the gripping surface. The height of the lower grab bar on the back wall of a bathtub shall comply with 607.4.1.1 or 607.4.2.1.

17-19

610

610

24 min

840-915

33-36

205-255

24 min back wall

8-10

150

305

305

6 max

150

back wall 6 max

610

24 min

(b) plan Figure 607.4.1 Grab Bars for Bathtubs with Permanent Seats 12 max

6 max head end wall

control end wall

12 min

(a) elevation

840-915

33-36

8-10

Figure 609.3 Spacing of Grab Bars

704.2 Wheelchair Accessible Telephones. Wheelchair accessible telephones shall comply with 704.2.

LINEAR PARK

380

703.2.3 Style. Characters shall be sans serif. Characters shall not be italic, oblique, script, highly decorative, or of other unusual forms.

704 Telephones 704.1 General. Public telephones shall comply with 704.

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

15 max

305

608.3.2 Standard Roll-In Type Shower Compartments. Where a seat is provided in standard roll-in type shower compartments, grab bars shall be provided on the back wall and the side wall opposite the seat. Grab bars shall not be provided above the seat. Where a seat is not provided in standard roll-in type shower compartments, grab bars shall be provided on three walls. Grab bars shall be installed 6 inches (150 mm) maximum from adjacent walls.

(b) recessed objects

/8-2

12 max

703.2.2 Case. Characters shall be uppercase. (a) projecting objects

703.7.1 Finish and Contrast. Symbols of accessibility and their background shall have a non-glare finish. Symbols of accessibility shall contrast with their background with either a light symbol on a dark background or a dark symbol on a light background.

16-51

607.4.1.2 Control End Wall. A grab bar 24 inches (610 mm) long minimum shall be installed on the control end wall at the front edge of the bathtub.

205-255

703.2 Raised Characters. Raised characters shall comply with 703.2 and shall be duplicated in braille complying with 703.3. Raised characters shall be installed in accordance with 703.4.

1½ min

703.7 Symbols of Accessibility. Symbols of accessibility shall comply with 703.7.

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

control wall

703.1 General. Signs shall comply with 703. Where both visual and tactile characters are required, either one sign with both visual and tactile characters, or two separate signs, one with visual, and one with tactile characters, shall be provided.

305

12 min

455

seat wall 607.4.1.1 Back Wall. Two grab bars shall be installed on the back wall, one located in accordance with 609.4 and the other located 8 inches (205 mm) minimum and 10 inches (255 mm) maximum above the rim of the bathtub. Each grab bar shall be installed 15 inches (380 mm) maximum from the head end wall and 12 inches (305 mm) maximum from the control end wall.

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

703 Signs

18

back wall

not in pictogram field

707.8 Braille Instructions. Braille instructions for initiating the speech mode shall be provided. Braille shall comply with 703.3.

PROJECT NO.

N14023/14027

DRAWN BY

Author

708 Two-Way Communication Systems 708.1 General. Two-way communication systems shall comply with 708.

CHECKED BY

Checker

708.2 Audible and Visual Indicators. The system shall provide both audible and visual signals. Figure 703.6.1 Pictogram Field dark-on-light.

708.3 Handsets. Handset cords, if provided, shall be 29 inches (735 mm) long minimum.

703.6.2 Finish and Contrast. Pictograms and their field shall have a non-glare finish. Pictograms shall contrast with their field with either a light pictogram on a dark field or a dark pictogram on a light field.

708.4 Residential Dwelling Unit Communication Systems. Communications systems between a residential dwelling unit and a site, building, or floor entrance shall comply with 708.4.

703.6.3 Text Descriptors. Pictograms shall have text descriptors located directly below the pictogram field. Text descriptors shall comply with 703.2, 703.3 and 703.4.

708.4.1 Common Use or Public Use System Interface. The common use or public use system interface shall include the capability of supporting voice and TTY communication with the residential dwelling unit interface.

DRAWING TITLE

ADA INFORMATION

SHEET NO.

G0.32

BEGIN PROJECT

END PROJECT

AREA OF INTEREST

LAYOUT MAP

I CERTIFY THE UTILITY INFORMATION SHOWN ON THESE DRAWINGS IS IN ACCORDANCE WITH CI/ASCE STANDARD 38-02.

______________________________ JOHN W. MOORE, PE LA REGISTRATION NUMBER 16061 THIS JOB WAS CONTRACTED TO GROUP, INC. D/B/A CARDNO, A WHOLLY OWNED SUBSIDIARY OF CARDNO, INC.

MAP PROJECTION: NAD83 LOUISIANA STATE PLANE, SOUTH ZONE, US FOOT

Cardno, Inc. CONVENTION CENTER BLVD NO.

DESCRIPTION

BY

DATE

10212 PATRIOT DRIVE BATON ROUGE, LA. 70816 PHONE: 225-752-8322 FAX: 225-752-7218

DRAWN

PROJECT NO:

JBH APPROVED TBS DATE: APRIL, 2015

LA20600100

COVER

TASK ORDER:

SHEET NO:

1 OF 11

LEGEND:

SYMBOLOGY: AREA OF INTEREST MATCHLINE

QUALITY LEVEL "B" UNDERGROUND ELECTRICAL UNDERGROUND FIBER OPTIC UNDERGROUND FORCE MAIN UNDERGROUND GAS UNDERGROUND PIPELINE UNDERGROUND SANITARY SEWER UNDERGROUND TELEPHONE UNDERGROUND STORM DRAIN UNDERGROUND TRAFFIC FIBER UNDERGROUND UNKNOWN UTILITY UNDERGROUND WATER TELEPHONE DUCT BANK

QUALITY LEVEL "C" UNDERGROUND ELECTRICAL UNDERGROUND FIBER OPTIC UNDERGROUND FORCE MAIN UNDERGROUND GAS UNDERGROUND PIPELINE UNDERGROUND SANITARY SEWER UNDERGROUND TELEPHONE UNDERGROUND STORM DRAIN UNDERGROUND TRAFFIC FIBER UNDERGROUND UNKNOWN UTILITY UNDERGROUND WATER TELEPHONE DUCT BANK

QUALITY LEVEL "D" UNDERGROUND ELECTRICAL UNDERGROUND FIBER OPTIC UNDERGROUND FORCE MAIN UNDERGROUND GAS UNDERGROUND PIPELINE UNDERGROUND SANITARY SEWER UNDERGROUND TELEPHONE UNDERGROUND STORM DRAIN UNDERGROUND TRAFFIC FIBER UNDERGROUND UNKNOWN UTILITY UNDERGROUND WATER TELEPHONE DUCT BANK

CARDNO SUE SYMBOLS TEST HOLE CONTROL POINT SOIL BORING END OF SIGNAL (EOS)

GAS UTILITY SYMBOLS GAS MARKER GAS VALVE GAS METER GAS WELL GAS VENT GAS SERV. NO METER GAS TEST BOX GAS REGULATOR GAS RISER PIPELINE MARKER

WATER UTILITY SYMBOLS WATER CLEAN OUT WATER VALVE VAULT WATER VALVE WATER METER FIRE HYDRANT WATER UTILITY MARKER WATER WELL

SEWER UTILITY SYMBOLS SEWER LIFT STATION SEWER BLOW OUT SEWER CLEAN OUT SEWER PUMP SEWER MANHOLE SEWER TREATMENT PLANT SEWER TANK SEWER UTILITY MARKER

TRAFFIC UTILITY SYMBOLS TRAFFIC PULL BOX CABLE SUSPENDED TRAFFIC POLE TRAFFIC SIGNAL POWER BOX CANTILEVERED TRAFFIC SIGNAL TRAFFIC SIGNAL STANDARD TRAFFIC SIGNAL CONTROL BOX MISCELLANEOUS TRAFFIC POLE DYNAMIC MESSAGE SIGN SUPPORT TRAFFIC HIGH MAST LIGHT TRAFFIC COUNTER TRAFFIC SIGNAL DEADMAN TRAFFIC SIGN LIGHT STANDARD LIGHT STANDARD POWER VAULT

GENERAL NOTES: PURPOSE: TO SURVEY SPECIFIC EXISTING UNDERGROUND UTILITIES AS MARKED (DESIGNATED) BY CARDNO, SUBSURFACE UTILITIES ENGINEERING PROFESSIONALS WITHIN CLIENT SPECIFIC CORRIDORS.

ELECTRIC UTILITY SYMBOLS ELECTRIC MARKER COMBO POLE GENERAL PRIVATE LIGHT POWER DROP POWER JUNCTION BOX POWER POLE DEADMAN POWER POLE POWER POLE TRANSFORMER POWER VAULT

THE SUBSURFACE UTILITIES SHOWN ON THE MAP OF SURVEY WERE IDENTIFIED USING THE INDUSTRY STANDARD DETECTION METHODOLOGIES IN STRICT ACCORDANCE WITH THE AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE) STANDARD GUIDELINE FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. QUALITY LEVELS AND DEFINITIONS PER CI/ASCE STANDARD NO. 38-02:

TELEPHONE UTILITY SYMBOLS TELEPHONE PRESSURE BOX TELEPHONE POLE DEADMAN TELEPHONE PEDESTAL TELEPHONE MANHOLE TELEPHONE BOOTH TELEPHONE POLE TELEPHONE MARKER TELEPHONE CROSS CONNECT BOX

TELEVISION UTILITY SYMBOLS TELEVISION PEDESTAL TELEVISION MANHOLE TELEVISION MARKER

1.

QUALITY LEVEL "D" - QL-D - DEPICTED ACCORDING TO UTILITY RECORD INFORMATION AND IN-FIELD VISUAL INSPECTION. NO ELECTRONIC DESIGNATING INFORMATION WAS OBTAINED.

2.

QUALITY LEVEL "C" - QL-C - EXISTING UTILITY STRUCTURES HAVE BEEN FIELD LOCATED AND SURVEYED TO ASSIST IN THE DEPICTING OF THE UTILITIES SHOWN ON THE RECORDS. NO ELECTRONIC DESIGNATING INFORMATION WAS OBTAINED.

3.

QUALITY LEVEL "B" - QL-B - INFORMATION WAS OBTAINED THROUGH THE APPLICATION OF APPROPRIATE SURFACE GEOPHYSICAL METHODS TO DETERMINE THE EXISTENCE AND APPROXIMATE HORIZONTAL POSITION OF THE SUBSURFACE UTILITIES. QL-B DATA SHOULD BE REPRODUCIBLE BY SURFACE GEOPHYSICS AT ANY POINT OF THEIR DEPICTION.

4.

QUALITY LEVEL "A" - QL-A - OBTAIN PRECISE HORIZONTAL AND VERTICAL POSITION OF THE UTILITY LINE BY EXCAVATING A TEST HOLE. THE TEST HOLE SHALL BE DONE USING VACUUM EXCAVATION OR COMPARABLE NON-DESTRUCTIVE EQUIPMENT IN A MANNER AS TO CAUSE NO DAMAGE TO UTILITY LINE.

5.

ALL TEST HOLES ARE QUALITY LEVEL "A".

6.

UTILITY BOTTOM SHOWN IS APPARENT BOTTOM. ACTUAL BOTTOM, ADDITIONAL MATERIAL AND/OR OTHER UTILITIES MAY EXISTS BELOW APPARENT BOTTOM.

7.

ALL UNDERGROUND GAS UTILITIES - ENTERGY.

8.

ALL UNDERGROUND WATER, SEWER AND STORM UTILITIES - NEW ORLEANS SEWERAGE AND WATER BOARD.

RAILROAD UTILITY SYMBOLS RAILROAD SWITCH RAILROAD MILE POST RAILROAD SIGNAL CONTROL BOX RAILROAD SIGNAL

MISCELLANEOUS SYMBOLS CANOPY SUPPORT APPARENT END OF LINE CAPPED APPARENT END OF LINE OPEN ABOVE GROUND PIPE FLAG POLE

I CERTIFY THE UTILITY INFORMATION SHOWN ON THESE DRAWINGS IS IN ACCORDANCE WITH CI/ASCE STANDARD 38-02.

______________________________ JOHN W. MOORE, PE LA REGISTRATION NUMBER 16061

Cardno, Inc. CONVENTION CENTER BLVD NO.

DESCRIPTION

BY

DATE

10212 PATRIOT DRIVE BATON ROUGE, LA. 70816 PHONE: 225-752-8322 FAX: 225-752-7218

DRAWN

PROJECT NO:

JBH APPROVED TBS DATE: APRIL, 2015

LA20600100

LEGEND AND GENERAL NOTES

TASK ORDER:

SHEET NO:

2 OF 11

NOW N UNK RIAL MAT E

LEV EL 3

12"; 2" PE

2" PE

TELEPHONE DUCT BANK

AT&T

LEVEL 3

AT&T

TELEPHONE DUC

T BANK

LEVEL 3

RIAL U

NKNO WN

L UNKNOWN

DOTD

1" PE

AMC

15" SS

2" PE

; MATE

CONVENTION CENTER BLVD.

16" GAS; MATERIAL UNKNOWN

16" GAS; MATERIAL UNKNOWN

ENTERGY

MATCHLINE SHEET 6

48"; MATERIA

2" PE

48"; MATERIAL UNKNOWN

ENTERGY

10" GAS; MATERIAL UNKNOWN 12"; MATERIAL UNKNOWN

12"; MATERIAL UNKNOWN

12"; MATERIAL UNKNOWN ENTERGY 12"; MATERIAL UNKNOWN

15"; MATERIAL UNKNOWN

JULI A

ST.

NOT RE D A

ME S T

.

MATCHLINE SHEET 4

DOTD

12"; MATERIAL UNKNOWN

48"; MATERIAL UNKNOWN

I CERTIFY THE UTILITY INFORMATION SHOWN ON THESE DRAWINGS IS IN ACCORDANCE WITH CI/ASCE STANDARD 38-02.

______________________________ JOHN W. MOORE, PE LA REGISTRATION NUMBER 16061

0

40

20

Feet

MAP PROJECTION: NAD83 LOUISIANA STATE PLANE, SOUTH ZONE, US FOOT

Cardno, Inc. CONVENTION CENTER BLVD NO.

DESCRIPTION

BY

DATE

10212 PATRIOT DRIVE BATON ROUGE, LA. 70816 PHONE: 225-752-8322 FAX: 225-752-7218

DRAWN JBH APPROVED TBS DATE: APRIL, 2015

PROJECT NO:

MAP OF SURVEY DESIGNATION/MARKINGS TEST HOLES

LA20600100 TASK ORDER:

SHEET NO:

5 OF 11

48"; MATERIAL UNKNOWN

48"; MATERIAL UNKNOWN

CONVENTION CENTER BLVD. SOUTHERN LIGHT FIBER

2" PE

1" PE

MATCHLINE SHEET 5

AMC

16"; MATERIAL UNKNOWN

AMC

AMC

1" PE 2" P E

THE R

N LIG

18"; MATERIAL UNKNOWN

ENTERGY

SOU

HT F

16"; MATERIAL UNKNOWN

IBER

MATCHLINE SHEET 7

SOUTHERN LIGHT FIBER

ENTERGY 2" PE

2" PE 1" PE

12"; MATERIAL UNKNOWN 12"; MATERIAL UNKNOWN

15"; MATERIAL UNKNOWN

15"; MATERIAL UNKNOWN

GHT FI

BER

12"; MATERIAL UNKNOWN

SOUTH

ERN LI

10"; MATERIAL UNKNOWN

KNO

ERIA

L UN

. D ST

MAT

12";

S. D IAMO N

ST.

N. D

JOS

IAMO

EPH

ST.

ND S

T.

WN

12"; MATERIAL UNKNOWN

I CERTIFY THE UTILITY INFORMATION SHOWN ON THESE DRAWINGS IS IN ACCORDANCE WITH CI/ASCE STANDARD 38-02.

______________________________ JOHN W. MOORE, PE LA REGISTRATION NUMBER 16061

0

40

20

Feet

MAP PROJECTION: NAD83 LOUISIANA STATE PLANE, SOUTH ZONE, US FOOT

Cardno, Inc. CONVENTION CENTER BLVD NO.

DESCRIPTION

BY

DATE

10212 PATRIOT DRIVE BATON ROUGE, LA. 70816 PHONE: 225-752-8322 FAX: 225-752-7218

DRAWN JBH APPROVED TBS DATE: APRIL, 2015

PROJECT NO:

MAP OF SURVEY DESIGNATION/MARKINGS TEST HOLES

LA20600100 TASK ORDER:

SHEET NO:

6 OF 11

8" PVC 12" PVC

L UNKNOWN 36"; MATERIA

4"; MATERIAL UNKNOWN

3"; MATERIAL UNKNOWN 18"; MATERIAL UNKNOWN

CONVENTION CENTER BLVD. 18"; MATERIAL UNKNOWN

OWN

18"; MATERIAL UNKNOWN

1" PE

15"; MATE

12"; MATERIAL UNKNOWN

ENTERGY

16" CAST IRO

N

8"; MATERIAL UNKNOWN 3"; MATERIAL UNKNOWN

15"; MATERIAL UNKNOWN 12"; MAT

3"; MATERIAL UNKNOWN

N

NOW L UNK TERIA

10"; MA NOWN

6"; MATERIAL UNK

ERIAL UN

KNOWN

ENTERGY

UNKNOWN

WN KNO L UN

______________________________ JOHN W. MOORE, PE LA REGISTRATION NUMBER 16061

CHASE ST. JOHN CHURCHILL

ST . LE NG IA TR I CERTIFY THE UTILITY INFORMATION SHOWN ON THESE DRAWINGS IS IN ACCORDANCE WITH CI/ASCE STANDARD 38-02.

GAIENNIE ST.

10"; MATERIAL

ERIA MAT 12";

AND

REW

HIGG

INS

MATCHLINE SHEET 6

RIAL UNKN

AMC

MATCHLINE SHEET 8

ENTE R

GY

42"; MATERIAL UNKNOWN

0

40

20

Feet

MAP PROJECTION: NAD83 LOUISIANA STATE PLANE, SOUTH ZONE, US FOOT

Cardno, Inc. CONVENTION CENTER BLVD NO.

DESCRIPTION

BY

DATE

10212 PATRIOT DRIVE BATON ROUGE, LA. 70816 PHONE: 225-752-8322 FAX: 225-752-7218

DRAWN JBH APPROVED TBS DATE: APRIL, 2015

PROJECT NO:

MAP OF SURVEY DESIGNATION/MARKINGS TEST HOLES

LA20600100 TASK ORDER:

SHEET NO:

7 OF 11

12" PVC

8" PVC

AMC ENTERGY

RIAL UNKN

OWN 36"; MATERIAL UNKNOWN

OWN

MATCHLINE SHEET 7

CONVENTION CENTER BLVD.

36"; MATERIAL UNKNOWN

10" AC

12" PVC

DOTD

15"; MATERIAL UNKNOWN

MATCHLINE SHEET 9

RIAL UNKN

2" PE

18"; MATE

6" PVC (TYP)

2" PE 2" PE

15"; MATERIAL UNKNOWN

3/4" PVC

36"; MATE

ENTERGY

2"; MATERIAL UNKNOWN

ENTERGY

2" PVC

DOTD

6"; MATERIAL UNKNOWN

3"

L

EE

ST

3"

ST

EE L

ENTERGY

CHAR

TRAIN

EXPY

.

CALLIO

PE ST

.

ENTERGY

PONT

I CERTIFY THE UTILITY INFORMATION SHOWN ON THESE DRAWINGS IS IN ACCORDANCE WITH CI/ASCE STANDARD 38-02.

______________________________ JOHN W. MOORE, PE LA REGISTRATION NUMBER 16061

0

40

20

Feet

MAP PROJECTION: NAD83 LOUISIANA STATE PLANE, SOUTH ZONE, US FOOT

Cardno, Inc. CONVENTION CENTER BLVD NO.

DESCRIPTION

BY

DATE

10212 PATRIOT DRIVE BATON ROUGE, LA. 70816 PHONE: 225-752-8322 FAX: 225-752-7218

DRAWN JBH APPROVED TBS DATE: APRIL, 2015

PROJECT NO:

MAP OF SURVEY DESIGNATION/MARKINGS TEST HOLES

LA20600100 TASK ORDER:

SHEET NO:

8 OF 11

UNK SIZE STEEL FIRE WATER

6" PVC 8" AC

2" PVC

C 3/4" PV

6" PVC

DOTD

10" PVC

DOTD

10" AC

CONVENTION CENTER BLVD. NOCC

AND MAT

C "A 10

10"

AC

10" AC

MATCHLINE SHEET 10

10" PVC

UNK SIZE

6" PVC

8" AC

10" A

DOTD 2" PVC

C

10" AC

10" STEEL

3/4" PVC

2" PVC DOTD

8"

10" AC

AC

C

2" PVC

8" A

MATCHLINE SHEET 8

VC

P 2"

DOTD

DOTD

DOTD

RAIN E CHAR T PONT

3"; MA

TERIA

CALLIOPE ST.

NOWN L UNK

XPY.

LINE ENDS PER RECORD DRAWING

I CERTIFY THE UTILITY INFORMATION SHOWN ON THESE DRAWINGS IS IN ACCORDANCE WITH CI/ASCE STANDARD 38-02.

______________________________ JOHN W. MOORE, PE LA REGISTRATION NUMBER 16061

0

40

20

Feet

MAP PROJECTION: NAD83 LOUISIANA STATE PLANE, SOUTH ZONE, US FOOT

Cardno, Inc. CONVENTION CENTER BLVD NO.

DESCRIPTION

BY

DATE

10212 PATRIOT DRIVE BATON ROUGE, LA. 70816 PHONE: 225-752-8322 FAX: 225-752-7218

DRAWN JBH APPROVED TBS DATE: APRIL, 2015

PROJECT NO:

MAP OF SURVEY DESIGNATION/MARKINGS TEST HOLES

LA20600100 TASK ORDER:

SHEET NO:

9 OF 11

UNK SIZE STEEL FIRE WATER

6" PVC

8" PVC

10" PVC

CONVENTION CENTER BLVD. 3/4" DBC

3/4" DBC

8" PVC

MATCHLINE SHEET 11

MATCHLINE SHEET 9

NOCC

8" PVC

8" AC

10" STEEL

48" RCP

I CERTIFY THE UTILITY INFORMATION SHOWN ON THESE DRAWINGS IS IN ACCORDANCE WITH CI/ASCE STANDARD 38-02.

______________________________ JOHN W. MOORE, PE LA REGISTRATION NUMBER 16061

0

40

20

Feet

MAP PROJECTION: NAD83 LOUISIANA STATE PLANE, SOUTH ZONE, US FOOT

Cardno, Inc. CONVENTION CENTER BLVD NO.

DESCRIPTION

BY

DATE

10212 PATRIOT DRIVE BATON ROUGE, LA. 70816 PHONE: 225-752-8322 FAX: 225-752-7218

DRAWN JBH APPROVED TBS DATE: APRIL, 2015

PROJECT NO:

MAP OF SURVEY DESIGNATION/MARKINGS TEST HOLES

LA20600100 TASK ORDER:

SHEET NO:

10 OF 11

S S D

D

D

D

D D D

D D D S

D D

MISSISSIPPI RIVER (SIDE)

D D

D

D

D

D

S D

S

S

D

D D

S

D

D

D D

S D

D

D

D

D S

D

ONLY

D

D

D

ONLY

ONLY

ONLY

D

D

OUT-PARCEL EXCLUDED

ONLY

ZONE 1

ZONE 2

ZONE 3

ZONE 4

ZONE 5

ZONE 6

ZONE 7

ZONE 8

ZONE 9

ZONE 10

LX.01

LX.02

LX.03

LX.04

LX.05

LX.06

LX.07

LX.08

LX.09

LX.10

DATE

C

ISSUED FOR

11/18/2016

REVIEW SET

01/31/2017

PRICING SET

03/15/2017

PERMIT SET

DATE

REVISION

ISSUED FOR

D

PROJECT NO.

N14023/14027

DRAWN BY

GM

CHECKED BY

WT

DRAWING TITLE

OVERALL LANDSCAPE PLAN SCALE: 1"=200'-0"

SHEET NO.

1

2

3

4

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM MISSISSIPPI RIVER (SIDE)

NEW ORLEANS, LOUISIANA

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

B

LINEAR PARK

A

L1.00

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

STA: 28+85

STA: 23+35

A

PL 13 13

BA

D

9 9

BA

LOW

B

13

BA

BA 8

D

9

1

12 5

5

12

9

9

D

D

2

9

1

B

2

B

13

B B

B B

B

13

13

13

13

13

13

2

13

13

B LOW

13

13

13

13

NEW ORLEANS, LOUISIANA

4

LINEAR PARK

B

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

MISSISSIPPI RIVER (SIDE)

D.

CONVENTION CENTER BLV

DATE

REVIEW SET

01/31/2017

PRICING SET

03/15/2017

PERMIT SET

ZONE 5

11/18/2016

STRE

ET

ZONE 4

ISSUED FOR

DATE

REVISION

ISSUED FOR

JULIA

ZONE 4

ZONE 3

C

CLARIFICATION OF REFERENCE DESIGNATIONS

D 1

1 PRECAST CONCRETE PAVERS (00 00 00) L5.01

2

2 DECOMPOSED GRANITE SURFACE (00 00 00) L5.01

B

CLARIFICATION OF REFERENCE DESIGNATIONS

7 BOLLARD (TYP) L5.01

6

*BLANK FOR FUTURE CHANGES*

1.

PRECAST PAVERS TO BE 13" X 18" X 2.75" OR SIMILAR

7

SEATING (SEE ARCHITECTURAL)

2.

DECOMPOSED GRANITE SURFACE TO BE STABILIZED KAFKA GRANITE

8

EXISTING HIGH VOLTAGE TRANSMISSION POLE

3.

MOVEABLE TABLE AND CHAIRS (100 TABLES & 400 CHAIRS)

9 10

4

5

6 BICYCLE RACKS L5.01 XX 18"X18" CATCH BASIN W/CUSTOM GRATE (00 00 00) L5.01

NOTES

"STORM DRAIN MANHOLE" CATCH BASIN (SEE CIVIL) CUSTOM CHANNEL DRAIN (SEE CIVIL)

11

LOW CIP CONCRETE WALL (SEE ARCH)

12

CATENARY LIGHTING (SEE LIGHTING)

13

PLANTING AREA (SEE L2.00 SERIES)

PROJECT NO.

N14023/14027

DRAWN BY

GM

CHECKED BY

WT

BA = BUILDING ABOVE

DRAWING TITLE

PL = PROPERTY LINE

LANDSCAPE PLAN - ZONE 4 SCALE: 1"=20'-0"

SHEET NO.

1

2

3

4

L1.04

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

STA: 28+85

STA: 33+85

A

MISSISSIPPI RIVER (SIDE) B

S S

PL PL

8

PL

S BA

BA

5

5

BA

5

9

5

5

5

5

12

5

5

5

5

12

D

D 9

BA

BA

D 1

9

BA

1

12

S

MOVING SIDEWALK #1, SEE ARCH

PL

9

5 2 13

13

13

2 13

13

2

13

2

13

13

13

S

2

13

LOW

13

NEW ORLEANS, LOUISIANA

S BENCHES AND PLANTERS, SEE ARCH. PLANTER SOIL AND PLANTING, SEE L2.00 SERIES

LINEAR PARK

LOW

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

LOW

D.

CONVENTION CENTER BLV

DATE

CLARIFICATION OF REFERENCE DESIGNATIONS

D 1

1 PRECAST CONCRETE PAVERS (00 00 00) L5.01

2

2 DECOMPOSED GRANITE SURFACE (00 00 00) L5.01

B

7 BOLLARD (TYP) L5.01

5

XX 18"X18" CATCH BASIN W/CUSTOM GRATE (00 00 00) L5.01

SEATING (SEE ARCHITECTURAL)

2.

DECOMPOSED GRANITE SURFACE TO BE STABILIZED KAFKA GRANITE

8

EXISTING HIGH VOLTAGE TRANSMISSION POLE

3.

MOVEABLE TABLE AND CHAIRS (100 TABLES & 400 CHAIRS)

"STORM DRAIN MANHOLE" CATCH BASIN (SEE CIVIL) CUSTOM CHANNEL DRAIN (SEE CIVIL)

13

PLANTING AREA (SEE L2.00 SERIES)

PRICING SET

03/15/2017

PERMIT SET

ZONE 6

ZONE 5

D ST

7

CATENARY LIGHTING (SEE LIGHTING)

01/31/2017

DATE

MON PRECAST PAVERS TO BE 13" X 18" X 2.75" OR SIMILAR

12

REVIEW SET

2

ISSUED FOR

PROJECT NO.

N14023/14027

DRAWN BY

GM

CHECKED BY

WT

BA = BUILDING ABOVE

DRAWING TITLE

PL = PROPERTY LINE

LANDSCAPE PLAN - ZONE 5 SCALE: 1"=20'-0"

SHEET NO.

1

REVISION

H DIA 1.

LOW CIP CONCRETE WALL (SEE ARCH)

11/18/2016

SOUT

*BLANK FOR FUTURE CHANGES*

11

ISSUED FOR

NOTES

6

9

6 BICYCLE RACKS L5.01

REET

TREE T

CLARIFICATION OF REFERENCE DESIGNATIONS

10 4

NOR

ST. J

OSEP

H ST

TH D IAMO ND S

REET

ZONE 5

ZONE 4

C

3

4

L1.05

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

STA: 33+85

STA: 38+85

A

PL

BA

PL

13

BA

5

BA

9

PL

BA

D

D

BA

7

9

9

7 7

D

D

7 7

9

1

9

9

13

13

12

13 13

12

13

5

13 2

2

13 13

LOW

ALTERNATE ROADWAY PAVEMENT,SEE CIVIL

1

1 PRECAST CONCRETE PAVERS (00 00 00) L5.01

2

2 DECOMPOSED GRANITE SURFACE (00 00 00) L5.01

B

5

7 BOLLARD (TYP) L5.01

11/18/2016

REVIEW SET

01/31/2017

PRICING SET

03/15/2017

PERMIT SET

XX 18"X18" CATCH BASIN W/CUSTOM GRATE (00 00 00) L5.01

DATE

*BLANK FOR FUTURE CHANGES*

1.

PRECAST PAVERS TO BE 13" X 18" X 2.75" OR SIMILAR

7

SEATING (SEE ARCHITECTURAL)

2.

DECOMPOSED GRANITE SURFACE TO BE STABILIZED KAFKA GRANITE

8

EXISTING HIGH VOLTAGE TRANSMISSION POLE

3.

MOVEABLE TABLE AND CHAIRS (100 TABLES & 400 CHAIRS)

"STORM DRAIN MANHOLE" CATCH BASIN (SEE CIVIL) CUSTOM CHANNEL DRAIN (SEE CIVIL)

11

LOW CIP CONCRETE WALL (SEE ARCH)

12

CATENARY LIGHTING (SEE LIGHTING)

13

PLANTING AREA (SEE L2.00 SERIES)

ISSUED FOR

PROJECT NO.

N14023/14027

DRAWN BY

GM

CHECKED BY

WT

BA = BUILDING ABOVE

DRAWING TITLE

PL = PROPERTY LINE

LANDSCAPE PLAN - ZONE 6 SCALE: 1"=20'-0"

SHEET NO.

2

REVISION

NOTES

6

9

6 BICYCLE RACKS L5.01

1

ISSUED FOR

HI URC H C N H JO CLARIFICATION OF REFERENCE DESIGNATIONS

10 4

ZONE 7

EET

CLARIFICATION OF REFERENCE DESIGNATIONS

D

DATE

STR E S A H LL C

IGGIN S ST

REET

D

ANDR EW H

ZONE 5

C

ZONE 6

D

ZONE 6

D. CONVENTION CENTER BLV

NEW ORLEANS, LOUISIANA

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

BA

LINEAR PARK

PL

LOW

B

3

4

L1.06

STA: 38+85

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

STA: 43+85

A

LOW

BA PL

,

ALK #3 W E D I S MOVING CH SEE AR

BA 9

PL

9

D BENCHES AND PLANTERS, SEE ARCH. PLANTER SOIL AND PLANTING, SEE L2.00 SERIES

9

PL

D

D

,

ALK #2 W E D I S MOVING CH SEE AR

7

BA

7 13

LOW 8 13

8

ZONE 8

9

9

BA

D

ZONE 7

PL

1

13

D

N CONVE

LVD. B R E T N CEN

TIO

NEW ORLEANS, LOUISIANA

BENCHES AND PLANTERS, SEE ARCH. PL PLANTER SOIL AND PLANTING, SEE L2.00 SERIES

LINEAR PARK

B

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

BA

ALTERNATE ROADWAY PAVEMENT,SEE CIVIL

DATE

CALLIOPE STREET

ZONE 7

IE STRE GAIENN

ZONE 6

C

ISSUED FOR

11/18/2016

REVIEW SET

01/31/2017

PRICING SET

03/15/2017

PERMIT SET

DATE

REVISION

ISSUED FOR

ET

CLARIFICATION OF REFERENCE DESIGNATIONS

D 1

1 PRECAST CONCRETE PAVERS (00 00 00) L5.01

2

2 DECOMPOSED GRANITE SURFACE (00 00 00) L5.01

B

CLARIFICATION OF REFERENCE DESIGNATIONS

7 BOLLARD (TYP) L5.01

6

*BLANK FOR FUTURE CHANGES*

1.

PRECAST PAVERS TO BE 13" X 18" X 2.75" OR SIMILAR

7

SEATING (SEE ARCHITECTURAL)

2.

DECOMPOSED GRANITE SURFACE TO BE STABILIZED KAFKA GRANITE

8

EXISTING HIGH VOLTAGE TRANSMISSION POLE

3.

MOVEABLE TABLE AND CHAIRS (100 TABLES & 400 CHAIRS)

9 10

4

5

6 BICYCLE RACKS L5.01 XX 18"X18" CATCH BASIN W/CUSTOM GRATE (00 00 00) L5.01

NOTES

"STORM DRAIN MANHOLE" CATCH BASIN (SEE CIVIL) CUSTOM CHANNEL DRAIN (SEE CIVIL)

11

LOW CIP CONCRETE WALL (SEE ARCH)

12

CATENARY LIGHTING (SEE LIGHTING)

13

PLANTING AREA (SEE L2.00 SERIES)

PROJECT NO.

N14023/14027

DRAWN BY

GM

CHECKED BY

WT

BA = BUILDING ABOVE

DRAWING TITLE

PL = PROPERTY LINE

LANDSCAPE PLAN - ZONE 7 SCALE: 1"=20'-0"

SHEET NO.

1

2

3

4

L1.07

STA:

PL

PL

BA

BA 9 BENCHES AND PLANTERS, SEE ARCH. PLANTER SOIL AND PLANTING, SEE L2.00 SERIES

D 9

PL

,

#4 EWALK D I S G MOVIN CH SEE AR

9

A

BA

9

BA

D

13

1

BENCHES AND PLANTERS, SEE ARCH. PLANTER SOIL AND PLANTING, SEE L2.00 SERIES

D

PL

LOW

BA PL

D

# EWALK D I S G MOVIN CH SEE AR

B B B B B B B

3,

B B B

LOW

D

13

D

ON

NTI CONVE

ALTERNATE ROADWAY PAVEMENT,SEE CIVIL

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

9

LOW

VD. L B R E CENT

D LOW

ZONE 8

13

LO

W

13

13

B

B

B

B

B

B B

B

B

B

B

B

B

B

B

B

6

B

B

B B

B

B

B

B

B

B

B

B

B B

B

B

B

B

B

B

BB B B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B

B B B B B B B B

B

B B B

B B B

B

B

B

B

B

B

B

B

B

B

B

B

B

13 13

B

13

B

B

B

B

B

B

STREET

6

B

B

CALLIOPE STREET

6

B

B B

B

B

CALLIOPE

13

B

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

B

B

B B B

13

B

B

B

13

LOW

B

B

B

B

B

B

B

OUT-PARCEL EXCLUDED

LOW

B

ZONE 9

B 6B

B

B

B

B

B

B B

B

ZONE 8

B

B

NEW ORLEANS, LOUISIANA

B

B B B B

B

LINEAR PARK

13

B B

LOW

ZONE 7

BB B B B B B B B B

13

B

B

B

B

B

B

B DATE

C

B

6 13

B

B B

B

B

B B B

B

11/18/2016

REVIEW SET

01/31/2017

PRICING SET

03/15/2017

PERMIT SET

13

BB B B

B

ISSUED FOR

B

B

B B

B B

NOTES

1.

PRECAST PAVERS TO BE 13" X 18" X 2.75" OR SIMILAR

2.

DECOMPOSED GRANITE SURFACE TO BE STABILIZED KAFKA GRANITE

3.

MOVEABLE TABLE AND CHAIRS (100 TABLES & 400 CHAIRS)

DATE

REVISION

ISSUED FOR

LOW

B

B B

LOW

B

BA = BUILDING ABOVE PL = PROPERTY LINE

LOW

13

CLARIFICATION OF REFERENCE DESIGNATIONS

D 1

1 PRECAST CONCRETE PAVERS (00 00 00) L5.01

2

2 DECOMPOSED GRANITE SURFACE (00 00 00) L5.01

B

CLARIFICATION OF REFERENCE DESIGNATIONS

7 BOLLARD (TYP) L5.01

6

*BLANK FOR FUTURE CHANGES*

7

SEATING (SEE ARCHITECTURAL)

8

EXISTING HIGH VOLTAGE TRANSMISSION POLE

9 10

4

5

6 BICYCLE RACKS L5.01 XX 18"X18" CATCH BASIN W/CUSTOM GRATE (00 00 00) L5.01

"STORM DRAIN MANHOLE" CATCH BASIN (SEE CIVIL)

PROJECT NO.

N14023/14027

DRAWN BY

GM

CHECKED BY

WT

DRAWING TITLE

CUSTOM CHANNEL DRAIN (SEE CIVIL)

11

LOW CIP CONCRETE WALL (SEE ARCH)

LANDSCAPE PLAN - ZONE 8

12

CATENARY LIGHTING (SEE LIGHTING)

SCALE: 1"=20'-0"

13

PLANTING AREA (SEE L2.00 SERIES) SHEET NO.

1

2

3

4

L1.08

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

STA: 28+85

STA: 23+35

A

1 1

D

1

2

3

3

1

2 2

D

D

3

1

NEW ORLEANS, LOUISIANA

D BA

LOW

2

BA

BA

BA

LINEAR PARK

B

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

MISSISSIPPI RIVER (SIDE)

LOW

D.

CONVENTION CENTER BLV

DATE

REVIEW SET

01/31/2017

PRICING SET

03/15/2017

PERMIT SET

ZONE 5

11/18/2016

STRE

ET

ZONE 4

ISSUED FOR

DATE

REVISION

ISSUED FOR

JULIA

ZONE 4

ZONE 3

C

CLARIFICATION OF REFERENCE DESIGNATIONS

NOTES

D 1

GROUNDCOVER MIX

2

SPECIALTY PLANTING MIX

3

4

WETLAND/BIOSWALE PLANTING MIX

1.

SEE L2.11 FOR PLANT SCHEDULE

2.

ALL PLANT MATERIAL SHALL BE TAGGED IN FIELD PRIOR TO PURCHASE

3.

FINAL PLANT LOCATIONS TO BE REVIEWED AND APPROVED IN THE FIELD PRIOR TO INSTALLATION BY THE LANDSCAPE ARCHITECT

PROJECT NO.

N14023/14027

DRAWN BY

GM

CHECKED BY

WT

DRAWING TITLE

BERMUDA GRASS

PLANTING PLAN - ZONE 4 SCALE: 1"=20'-0"

SHEET NO.

1

2

3

4

L2.04

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

STA: 28+85

STA: 33+85

A

MISSISSIPPI RIVER (SIDE) B

S

BENCHES AND PLANTERS, SEE ARCH. PLANTER SOIL AND PLANTING, SEE L2.00 SERIES

S S

PL PL PL

PL

S

BA

BA

BA

S

MOVING SIDEWALK #1, SEE ARCH

BA

D 3

3

3

3

1

BA

D

2

2

3

D

3

3 3

2

2

2

3 2

2

1

LOW

S

NEW ORLEANS, LOUISIANA

LOW

LINEAR PARK

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

LOW

D.

CONVENTION CENTER BLV

DATE

CLARIFICATION OF REFERENCE DESIGNATIONS

ISSUED FOR REVIEW SET

01/31/2017

PRICING SET

03/15/2017

PERMIT SET

ZONE 6

11/18/2016

DATE

REVISION

ISSUED FOR

SOUT

H DIA

MON

ZONE 5

D ST

REET

TREE T NOR

ST. J

OSEP

H ST

TH D IAMO ND S

REET

ZONE 5

ZONE 4

C

NOTES

D 1

GROUNDCOVER MIX

2

SPECIALTY PLANTING MIX

3

4

WETLAND/BIOSWALE PLANTING MIX

1.

SEE L2.11 FOR PLANT SCHEDULE

2.

ALL PLANT MATERIAL SHALL BE TAGGED IN FIELD PRIOR TO PURCHASE

3.

FINAL PLANT LOCATIONS TO BE REVIEWED AND APPROVED IN THE FIELD PRIOR TO INSTALLATION BY THE LANDSCAPE ARCHITECT

PROJECT NO.

N14023/14027

DRAWN BY

GM

CHECKED BY

WT

DRAWING TITLE

BERMUDA GRASS

PLANTING PLAN - ZONE 5 SCALE: 1"=20'-0"

SHEET NO.

1

2

3

4

L2.05

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

STA: 38+85

STA: 33+85

A

PL

LOW

BA

PL

2

4

BA

D

D

BA

D

2

2

D

BA 1

LOW

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

B

ZONE 7

EET STR E S A H LL C

IGGIN

S ST

REET

D

URC H C N H JO

ANDR

HI

EW H

ZONE 6

ZONE 5

D

ZONE 6

D. CONVENTION CENTER BLV

DATE

C

CLARIFICATION OF REFERENCE DESIGNATIONS

ISSUED FOR

11/18/2016

REVIEW SET

01/31/2017

PRICING SET

03/15/2017

PERMIT SET

DATE

NEW ORLEANS, LOUISIANA

ALTERNATE ROADWAY PAVEMENT,SEE CIVIL

1

LINEAR PARK

2

3

REVISION

ISSUED FOR

NOTES

D 1

GROUNDCOVER MIX

2

SPECIALTY PLANTING MIX

3

4

WETLAND/BIOSWALE PLANTING MIX

1.

SEE L2.11 FOR PLANT SCHEDULE

2.

ALL PLANT MATERIAL SHALL BE TAGGED IN FIELD PRIOR TO PURCHASE

3.

FINAL PLANT LOCATIONS TO BE REVIEWED AND APPROVED IN THE FIELD PRIOR TO INSTALLATION BY THE LANDSCAPE ARCHITECT

PROJECT NO.

N14023/14027

DRAWN BY

GM

CHECKED BY

WT

DRAWING TITLE

BERMUDA GRASS

PLANTING PLAN - ZONE 6 SCALE: 1"=20'-0"

SHEET NO.

1

2

3

4

L2.06

STA: 38+85

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

STA: 43+85

A

LOW

BA PL

,

ALK #3 W E D I S MOVING CH SEE AR

BA

PL

D

D

2

D

D

BA

,

ALK #2 W E D I S MOVING CH SEE AR

BA

ZONE 7

PL

2

2

ZONE 8

BENCHES AND PLANTERS, SEE ARCH. PLANTER SOIL AND PLANTING, SEE L2.00 SERIES

PL

LOW

D

N CONVE

LVD. B R E T N CEN

TIO

NEW ORLEANS, LOUISIANA

BENCHES AND PLANTERS, SEE ARCH. PL PLANTER SOIL AND PLANTING, SEE L2.00 SERIES

LINEAR PARK

B

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

BA

ALTERNATE ROADWAY PAVEMENT,SEE CIVIL

DATE

CALLIOPE STREET

ZONE 7

IE STRE GAIENN

ZONE 6

C

ISSUED FOR

11/18/2016

REVIEW SET

01/31/2017

PRICING SET

03/15/2017

PERMIT SET

DATE

REVISION

ISSUED FOR

ET CLARIFICATION OF REFERENCE DESIGNATIONS

NOTES

D 1

GROUNDCOVER MIX

2

SPECIALTY PLANTING MIX

3

4

WETLAND/BIOSWALE PLANTING MIX

1.

SEE L2.11 FOR PLANT SCHEDULE

2.

ALL PLANT MATERIAL SHALL BE TAGGED IN FIELD PRIOR TO PURCHASE

3.

FINAL PLANT LOCATIONS TO BE REVIEWED AND APPROVED IN THE FIELD PRIOR TO INSTALLATION BY THE LANDSCAPE ARCHITECT

PROJECT NO.

N14023/14027

DRAWN BY

GM

CHECKED BY

WT

DRAWING TITLE

BERMUDA GRASS

PLANTING PLAN - ZONE 7 SCALE: 1"=20'-0"

SHEET NO.

1

2

3

4

L2.07

STA:

PL

PL

BA

BA

BENCHES AND PLANTERS, SEE ARCH. PLANTER SOIL AND PLANTING, SEE L2.00 SERIES

D PL

A

,

#4 EWALK D I S G MOVIN CH SEE AR

BA

D

BENCHES AND PLANTERS, SEE ARCH. PLANTER SOIL AND PLANTING, SEE L2.00 SERIES

BA

D

2

D PL

LOW

BA PL

# EWALK D I S G MOVIN CH SEE AR

3,

LOW

D 2

D

ON

NTI CONVE

ALTERNATE ROADWAY PAVEMENT,SEE CIVIL

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

LOW

VD. L B R E CENT

D

ZONE 8

ZONE 7

LOW

1

1

LO

W

1

CALLIOPE

1

1

LOW

ZONE 9

LOW

LOW

OUT-PARCEL EXCLUDED

1

ZONE 8

1

DATE

C 1

NEW ORLEANS, LOUISIANA

STREET

1

CALLIOPE STREET

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

B

LINEAR PARK

1

ISSUED FOR

11/18/2016

REVIEW SET

01/31/2017

PRICING SET

03/15/2017

PERMIT SET

1

DATE

REVISION

ISSUED FOR

LOW

LOW 1

LOW

CLARIFICATION OF REFERENCE DESIGNATIONS

NOTES

D 1

GROUNDCOVER MIX

2

SPECIALTY PLANTING MIX

3

4

WETLAND/BIOSWALE PLANTING MIX

1.

SEE L2.11 FOR PLANT SCHEDULE

2.

ALL PLANT MATERIAL SHALL BE TAGGED IN FIELD PRIOR TO PURCHASE

3.

FINAL PLANT LOCATIONS TO BE REVIEWED AND APPROVED IN THE FIELD PRIOR TO INSTALLATION BY THE LANDSCAPE ARCHITECT

PROJECT NO.

N14023/14027

DRAWN BY

GM

CHECKED BY

WT

DRAWING TITLE

BERMUDA GRASS

PLANTING PLAN - ZONE 8 SCALE: 1"=20'-0"

SHEET NO.

1

2

3

4

L2.08

Magnolia x soulangiana

Saucer Magnolia

Min, 16' Tall

8' o.c.

Multi-Stem

Mv

22

Magnolia virginiana

Sweetbay Magnolia

Min, 18' Tall

10' o.c.

Multi-Stem

Pm Ql

12

Mexican Sycamore

8" Cal

44

Platanus mexicana Quercus lyrata

Overcup Oak

8" Cal

Qm

7

Quercus michauxii

Swamp Chestnut Oak

8" Cal

Qn

22

Nuttall Oak

8" Cal

Qv

24

Quercus nuttallii Quercus virginiana

16" Cal

20' o.c.

Ta

11

Live Oak Pond Cypress

8" Cal

20' o.c.

P

282

Japanese Yew

25" Gal

4' o.c.

1

92,875

xxx

4" Con

8" o.c.

Taxodium ascendens Podocarpus macrophyllus

Groundcover

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

91

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

A

MS

xxx xxx 2

12,520

Speciality Planting

xxx xxx xxx

3

871

Wetland/Bioswale Planting

xxx xxx xxx

Bermuda Grass

Sod

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

B

DATE

C

ISSUED FOR

11/18/2016

REVIEW SET

01/31/2017

PRICING SET

03/15/2017

PERMIT SET

DATE

NEW ORLEANS, LOUISIANA

10,618

LINEAR PARK

4

REVISION

ISSUED FOR

D

PROJECT NO.

N14023/14027

DRAWN BY

GM

CHECKED BY

WT

DRAWING TITLE

PLANT SCHDULE

SHEET NO.

1

2

3

4

L2.11

D 49'-3"

BA

LOW

D

41'

28'-9"

3 6

3

5

5

1

2

27'-9"

D

D

BA

BA

1

1

2

LOW 2

NEW ORLEANS, LOUISIANA

2

BA

LINEAR PARK

2

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

MISSISSIPPI RIVER (SIDE)

B

2

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

STA: 28+85

STA: 23+35

A

D.

CONVENTION CENTER BLV

DATE

REVIEW SET

01/31/2017

PRICING SET

03/15/2017

PERMIT SET

ZONE 5

11/18/2016

STRE

ET

ZONE 4

ISSUED FOR

DATE

REVISION

ISSUED FOR

JULIA

ZONE 4

ZONE 3

C

CLARIFICATION OF REFERENCE DESIGNATIONS

D 1

1 TREE SOIL PROFILE L5.03

2

2 SHRUB SOIL PROFILE L5.03

3

4

5 6

NOTES

3 WETLAND PLANTING SOIL PROFILE L5.03

1.

SOIL CELL PAVING SYSTEM

2.

SOIL CELL EXTENTS ARE SCHEMATIC ONLY, CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR APPROVAL

3.

PROVIDE 750 CU. FT. OF SOIL VOLUME PER SPECIMEN TREE

4.

DIMENSIONS PROVIDED FOR INTENT

5.

PROVIDE GEOSYNTHETIC BENTONITE LINER AROUND AND BELOW SOIL CELL EXTENTS (32 94 50)

PROJECT NO.

N14023/14027

DRAWN BY

GM

CHECKED BY

WT

DRAWING TITLE

4 LAWN SOIL PROFILE L5.03

SOILS PLAN - ZONE 4 SCALE: 1"=20'-0"

EXTENTS OF SOIL CELL ASSEMBLY 4 6" PERFORATED SDR-35 LINE WRAPPED W/FILTER FABRIC. SEE CIVIL FOR TIE-IN. L5.01

SHEET NO.

1

2

3

4

L2.24

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

STA: 28+85

STA: 33+85

A

MISSISSIPPI RIVER (SIDE) B

BENCHES AND PLANTERS, SEE ARCH. PLANTER SOIL AND PLANTING, SEE L2.00 SERIES

S S

PL PL PL

MOVING SIDEWALK #1, SEE ARCH

PL

S

6

3

2

6

3 3

2

2 2 5

1

1

2

1

15'

14'-11"

3 6

3

27'-9"

3

3

6

6

3

3

25'-7"

57'-5"

5

5

D

16'-5"

16'-5"

41'-1"

78'

D 5

BA

BA

D

BA

BA

BA

BA

S

1 3

29'-11"

3

S

LOW

1

2

2

NEW ORLEANS, LOUISIANA

S

LINEAR PARK

LOW

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

LOW

D.

CONVENTION CENTER BLV

DATE

CLARIFICATION OF REFERENCE DESIGNATIONS

D 1

1 TREE SOIL PROFILE L5.03

2

2 SHRUB SOIL PROFILE L5.03

3

4

5 6

01/31/2017

PRICING SET

03/15/2017

PERMIT SET

ZONE 6

REVIEW SET

2

ISSUED FOR

SOUT

H DIA

REVISION

NOTES

3 WETLAND PLANTING SOIL PROFILE L5.03

1.

SOIL CELL PAVING SYSTEM

2.

SOIL CELL EXTENTS ARE SCHEMATIC ONLY, CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR APPROVAL

3.

PROVIDE 750 CU. FT. OF SOIL VOLUME PER SPECIMEN TREE

4.

DIMENSIONS PROVIDED FOR INTENT

5.

PROVIDE GEOSYNTHETIC BENTONITE LINER AROUND AND BELOW SOIL CELL EXTENTS (32 94 50)

PROJECT NO.

N14023/14027

DRAWN BY

GM

CHECKED BY

WT

DRAWING TITLE

4 LAWN SOIL PROFILE L5.03

SOILS PLAN ZONE 5 SCALE: 1"=20'-0"

EXTENTS OF SOIL CELL ASSEMBLY 4 6" PERFORATED SDR-35 LINE WRAPPED W/FILTER FABRIC. SEE CIVIL FOR TIE-IN. L5.01

SHEET NO.

1

ISSUED FOR

11/18/2016

DATE

MON

ZONE 5

D ST

REET

TREE T NOR

ST. J

OSEP

H ST

TH D IAMO ND S

REET

ZONE 5

ZONE 4

C

3

4

L2.25

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

STA: 33+85

STA: 38+85

A

PL

2

PL

2

BA

D

BA

PL

160'-1"

D

D D

BA

BA

1 123'-1"

1 1 1 1

41'-1" 27'-9"

1

6

1 5

25'-6"

27'-9"

1

LOW

2

ALTERNATE ROADWAY PAVEMENT,SEE CIVIL

.

ZONE 7

EET

DATE

STR E S A H LL C

GGIN

S ST

REET

D

URC H C N H JO CLARIFICATION OF REFERENCE DESIGNATIONS

D 1

1 TREE SOIL PROFILE L5.03

2

2 SHRUB SOIL PROFILE L5.03

3

4

5 6

11/18/2016

REVIEW SET

01/31/2017

PRICING SET

03/15/2017

PERMIT SET

DATE

2

REVISION

ISSUED FOR

NOTES

3 WETLAND PLANTING SOIL PROFILE L5.03

1.

SOIL CELL PAVING SYSTEM

2.

SOIL CELL EXTENTS ARE SCHEMATIC ONLY, CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR APPROVAL

3.

PROVIDE 750 CU. FT. OF SOIL VOLUME PER SPECIMEN TREE

4.

DIMENSIONS PROVIDED FOR INTENT

5.

PROVIDE GEOSYNTHETIC BENTONITE LINER AROUND AND BELOW SOIL CELL EXTENTS (32 94 50)

PROJECT NO.

N14023/14027

DRAWN BY

GM

CHECKED BY

WT

DRAWING TITLE

4 LAWN SOIL PROFILE L5.03

SOILS PLAN ZONE 6 SCALE: 1"=20'-0"

EXTENTS OF SOIL CELL ASSEMBLY 4 6" PERFORATED SDR-35 LINE WRAPPED W/FILTER FABRIC. SEE CIVIL FOR TIE-IN. L5.01

SHEET NO.

1

ISSUED FOR

HI

ANDR E

W HI

ZONE 5

C

ZONE 6

D

ZONE 6

D CONVENTION CENTER BLV

NEW ORLEANS, LOUISIANA

BA

LINEAR PARK

BA

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

PL

LOW

B

3

4

L2.26

STA: 38+85

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

STA: 43+85

A

LOW

BA PL

,

ALK #3 W E D I S MOVING CH SEE AR

2

BA

PL

D

2

D 2

PL

2

,

ALK #2 W E D I S MOVING CH SEE AR

2

5

ZONE 7

D

BA BA

D

LOW

17'-1"

ZONE 8

2

PL

1 1

2

1 1

D

N CONVE

LVD. B R E T N CEN

TIO

NEW ORLEANS, LOUISIANA

PL 2

LINEAR PARK

B

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

BA

ALTERNATE ROADWAY PAVEMENT,SEE CIVIL

DATE

C

CALLIOPE STREET

ZONE 7

IE STRE GAIENN

ZONE 6

2

2

ISSUED FOR

11/18/2016

REVIEW SET

01/31/2017

PRICING SET

03/15/2017

PERMIT SET

DATE

REVISION

ISSUED FOR

ET CLARIFICATION OF REFERENCE DESIGNATIONS

D 1

1 TREE SOIL PROFILE L5.03

2

2 SHRUB SOIL PROFILE L5.03

3

4

5 6

NOTES

3 WETLAND PLANTING SOIL PROFILE L5.03

1.

SOIL CELL PAVING SYSTEM

2.

SOIL CELL EXTENTS ARE SCHEMATIC ONLY, CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR APPROVAL

3.

PROVIDE 750 CU. FT. OF SOIL VOLUME PER SPECIMEN TREE

4.

DIMENSIONS PROVIDED FOR INTENT

5.

PROVIDE GEOSYNTHETIC BENTONITE LINER AROUND AND BELOW SOIL CELL EXTENTS (32 94 50)

PROJECT NO.

N14023/14027

DRAWN BY

GM

CHECKED BY

WT

DRAWING TITLE

4 LAWN SOIL PROFILE L5.03

SOILS PLAN ZONE 7 SCALE: 1"=20'-0"

EXTENTS OF SOIL CELL ASSEMBLY 4 6" PERFORATED SDR-35 LINE WRAPPED W/FILTER FABRIC. SEE CIVIL FOR TIE-IN. L5.01

SHEET NO.

1

2

3

4

L2.27

STA:

PL

PL

BA

BA

2 2

PL

A

BA

2

BA

2

,

#4 EWALK D I S G MOVIN CH SEE AR

D

D 2

D

2

PL

LOW

2

BA PL

D

# EWALK D I S G MOVIN CH SEE AR

3,

LOW

D 2

D

ON

ALTERNATE ROADWAY PAVEMENT,SEE CIVIL

NTI CONVE

6

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

LOW

VD. L B R E CENT

D

LOW

ZONE 8

ZONE 7

1 6

1

LO

2

W

2

2

CALLIOPE STREET

CALLIOPE

2

2 2

LOW

LOW

ZONE 9

OUT-PARCEL EXCLUDED

LOW

2

ZONE 8

2

DATE

C

2

NEW ORLEANS, LOUISIANA

STREET

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

B

LINEAR PARK

2

ISSUED FOR

11/18/2016

REVIEW SET

01/31/2017

PRICING SET

03/15/2017

PERMIT SET

2

DATE

REVISION

ISSUED FOR

LOW

LOW 2

LOW

2

CLARIFICATION OF REFERENCE DESIGNATIONS

D 1

1 TREE SOIL PROFILE L5.03

2

2 SHRUB SOIL PROFILE L5.03

3

4

5 6

NOTES

3 WETLAND PLANTING SOIL PROFILE L5.03

1.

SOIL CELL PAVING SYSTEM

2.

SOIL CELL EXTENTS ARE SCHEMATIC ONLY, CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR APPROVAL

3.

PROVIDE 750 CU. FT. OF SOIL VOLUME PER SPECIMEN TREE

4.

DIMENSIONS PROVIDED FOR INTENT

5.

PROVIDE GEOSYNTHETIC BENTONITE LINER AROUND AND BELOW SOIL CELL EXTENTS (32 94 50)

PROJECT NO.

N14023/14027

DRAWN BY

GM

CHECKED BY

WT

DRAWING TITLE

4 LAWN SOIL PROFILE L5.03

SOILS PLAN ZONE 8 SCALE: 1"=20'-0"

EXTENTS OF SOIL CELL ASSEMBLY 4 6" PERFORATED SDR-35 LINE WRAPPED W/FILTER FABRIC. SEE CIVIL FOR TIE-IN. L5.01

SHEET NO.

1

2

3

4

L2.28

MISSISSIPPI RIVER (SIDE) 4 6 5 Co.

11 10 Co.

2 9 Co.

14 8 Co.

14 8 Co.

PL

LOW

BA

BA

BA

D BA

D

D

D

1

NEW ORLEANS, LOUISIANA

13 16 Co.

13 16 Co.

13 16 Co.

LINEAR PARK

1 170 Co.

1 34 Co.

14 12 Co.

1 76 Co.

5 8 Co.

12 10 Co.

10R 9 Co. LOW

B

4 12 Co.

11R 9 Co.

5 Co.

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

10 9 Co.

D

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

STA: 28+85

STA: 23+35

A

LOW

D.

CONVENTION CENTER BLV

DATE

REVIEW SET

01/31/2017

PRICING SET

03/15/2017

PERMIT SET

ZONE 5

11/18/2016

STRE

ET

ZONE 4

ISSUED FOR

DATE

REVISION

ISSUED FOR

JULIA

ZONE 4

ZONE 3

C

CLARIFICATION OF REFERENCE DESIGNATIONS

NOTES

D X Y Co.

1 X = PAVING MODULE NUMBER, REF TYPICAL PAVING (00 00 00) L5.02

1.

SEE ARCHITECTURAL AND CIVIL FOR STRUCTURAL SLAB GRADING AND DIMENSIONS

2.

ALIGN COURSES TO WORKLINES PROVIDED

Y = NUMBER OF COURSES PER MODULE

PROJECT NO.

N14023/14027

DRAWN BY

GM

CHECKED BY

WT

DRAWING TITLE

1

3 L5.02

PAVING PLAN - ZONE 4

DETECTABLE WARNING PAVERS

SCALE: 1"=20'-0"

SHEET NO.

1

2

3

4

L3.04

10 9 Co.

11 10 Co.

2 9 Co.

11R 9 Co.

12 10 Co.

10R 9 Co.

15R 15 7 Co. 7 Co.

1 24 Co.

12R 10 Co.

1 64 Co.

15R 15 7 Co. 7 Co.

1 28 Co.

2 9 Co.

11R 12 Co.

10R 13 Co.

LOW

LOW

S S S

PL PL

4 12 Co.

1 76 Co.

5 8 Co.

PL PL

S

S

MOVING SIDEWALK #1, SEE ARCH

BA

BA

D

BA

D D

BA

BA

BA

D

1

LOW

S

1 1 1

D

NEW ORLEANS, LOUISIANA

B

5 Co.

11 10 Co.

16R 16 7 Co. 7 Co.

1 72 Co.

LINEAR PARK

6 5 Co.

4 6 Co.

3 6 Co.

16R 16 7 Co. 7 Co.

1 15 Co.

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

MISSISSIPPI RIVER (SIDE) 4

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

10 3 Co.

STA: 33+85

STA: 28+85

A

D.

CONVENTION CENTER BLV

DATE

CLARIFICATION OF REFERENCE DESIGNATIONS

ISSUED FOR REVIEW SET

01/31/2017

PRICING SET

03/15/2017

PERMIT SET

ZONE 6

11/18/2016

DATE

REVISION

ISSUED FOR

SOUT

H DIA

MON

ZONE 5

D ST

REET

TREE T NOR

ST. J

OSEP

H ST

TH D IAMO ND S

REET

ZONE 5

ZONE 4

C

NOTES

D X Y Co.

1 X = PAVING MODULE NUMBER, REF TYPICAL PAVING (00 00 00) L5.02

1.

SEE ARCHITECTURAL AND CIVIL FOR STRUCTURAL SLAB GRADING AND DIMENSIONS

2.

ALIGN COURSES TO WORKLINES PROVIDED

Y = NUMBER OF COURSES PER MODULE

PROJECT NO.

N14023/14027

DRAWN BY

GM

CHECKED BY

WT

DRAWING TITLE

1

3 L5.02

PAVING PLAN - ZONE 5

DETECTABLE WARNING PAVERS

SCALE: 1"=20'-0"

SHEET NO.

1

2

3

4

L3.05

10R 13 Co.

1 15 Co.

16R 16 7 Co. 7 Co.

11R 9 Co.

2 12 Co.

10 9 Co.

10R 10 Co.

11 10 Co.

2 9 Co.

11 10 Co.

11R 9 Co.

2 9 Co.

11R 9 Co.

10R 9 Co.

6 10 Co.

12 10 Co.

12R 3 Co.

10 9 Co.

11 10 Co.

STA: 38+85

1 68 Co.

4 8 Co.

7 12 Co.

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

11R 12 Co.

10 6 Co.

11 7 Co. 1 72 Co.

3 6 Co.

2 48 Co.

10R 8 Co.

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

10 3 Co.

STA: 33+85

A

11R 9 Co.

13 Co.

PL PL

LOW

D

BA BA

PL

BA

PL

D

D

D

BA

D BA

BA

D

D

1

1

ALTERNATE ROADWAY PAVEMENT,SEE CIVIL

LOW

ET TRE S E I N N AIE

HI

G

URC H C N H JO

ANDR

DATE

C

CLARIFICATION OF REFERENCE DESIGNATIONS

ISSUED FOR

11/18/2016

REVIEW SET

01/31/2017

PRICING SET

03/15/2017

PERMIT SET

DATE

NEW ORLEANS, LOUISIANA

EET STR E S A H LL C

IGGIN

S ST

REET

D

EW H

ZONE 6

ZONE 5

D

LINEAR PARK

D. CONVENTION CENTER BLV

ZONE 6

7 28 Co.

1 14 Co.

ZONE 7

B

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

1

REVISION

ISSUED FOR

NOTES

D X Y Co.

1 X = PAVING MODULE NUMBER, REF TYPICAL PAVING (00 00 00) L5.02

1.

SEE ARCHITECTURAL AND CIVIL FOR STRUCTURAL SLAB GRADING AND DIMENSIONS

2.

ALIGN COURSES TO WORKLINES PROVIDED

Y = NUMBER OF COURSES PER MODULE

PROJECT NO.

N14023/14027

DRAWN BY

GM

CHECKED BY

WT

DRAWING TITLE

1

3 L5.02

PAVING PLAN - ZONE 6

DETECTABLE WARNING PAVERS

SCALE: 1"=20'-0"

SHEET NO.

1

2

3

4

L3.06

2 8 Co.

1 52 Co.

4 8 Co.

12R 9 Co.

1 115 Co.

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

8R 7 Co.

8 7 Co.

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

STA: 43+85

A

10 9 Co.

STA: 38+85

3

11R 9 Co.

2 48 Co.

11 10 Co.

102 Co.

10R 8 Co.

12 13 Co.

1 68 Co.

4 8 Co.

LOW

BA

PL BA PL

LK #3, A W E D I S MOVING CH SEE AR

BA

PL

D

D

LOW

D

D

ON

NTI CONVE

D

D. V L B R CENTE

1

ALTERNATE ROADWAY PAVEMENT,SEE CIVIL

CALLIOPE STREET

DATE

LOW

STR E I N N E GAI

EET

C

ZONE 7

ZONE 6

7 28 Co.

1 1 4 C o.

CLARIFICATION OF REFERENCE DESIGNATIONS

ISSUED FOR

11/18/2016

REVIEW SET

01/31/2017

PRICING SET

03/15/2017

PERMIT SET

DATE

NEW ORLEANS, LOUISIANA

BA

1

LK #2, A W E D I S MOVING CH SEE AR

LINEAR PARK

D

D

BA

ZONE 8

PL

ZONE 7

B

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

PL

REVISION

ISSUED FOR

NOTES

D X Y Co.

1 X = PAVING MODULE NUMBER, REF TYPICAL PAVING (00 00 00) L5.02

1.

SEE ARCHITECTURAL AND CIVIL FOR STRUCTURAL SLAB GRADING AND DIMENSIONS

2.

ALIGN COURSES TO WORKLINES PROVIDED

Y = NUMBER OF COURSES PER MODULE

PROJECT NO.

N14023/14027

DRAWN BY

GM

CHECKED BY

WT

DRAWING TITLE

1

3 L5.02

PAVING PLAN - ZONE 7

DETECTABLE WARNING PAVERS

SCALE: 1"=20'-0"

SHEET NO.

1

2

3

4

L3.07

STA:

115 Co. 10 12 Co.

11 10 Co.

2 27 Co.

11R 9 Co.

10R 12 Co.

9 Co.

12 10 Co.

PL

PL

BA

BA

D PL

A

BA BA

,

#4 EWALK D I S G MOVIN CH SEE AR

D

D

D PL

LOW

BA PL

# EWALK D I S G MOVIN CH SEE AR

3,

LOW

D

D

ON

NTI CONVE

1 ALTERNATE ROADWAY PAVEMENT,SEE CIVIL

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

LOW

VD. L B R E CENT

D

1 196 Co.

1 183 Co.

LO

W

CALLIOPE

STREET

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

B

1

CALLIOPE STREET

1 124 Co.

1

LOW

ZONE 8

OUT-PARCEL EXCLUDED

LOW

LOW

1 343 Co.

ZONE 9

1

NEW ORLEANS, LOUISIANA

1

LINEAR PARK

ZONE 8

ZONE 7

LOW

1 110 Co. DATE

C

ISSUED FOR

11/18/2016

REVIEW SET

01/31/2017

PRICING SET

03/15/2017

PERMIT SET

1

DATE

REVISION

ISSUED FOR

LOW

1 67 Co. LOW LOW

CLARIFICATION OF REFERENCE DESIGNATIONS

NOTES

D X Y Co.

1 X = PAVING MODULE NUMBER, REF TYPICAL PAVING (00 00 00) L5.02

1.

SEE ARCHITECTURAL AND CIVIL FOR STRUCTURAL SLAB GRADING AND DIMENSIONS

2.

ALIGN COURSES TO WORKLINES PROVIDED

Y = NUMBER OF COURSES PER MODULE

PROJECT NO.

N14023/14027

DRAWN BY

GM

CHECKED BY

WT

DRAWING TITLE

1

3 L5.02

PAVING PLAN - ZONE 8

DETECTABLE WARNING PAVERS

SCALE: 1"=20'-0"

SHEET NO.

1

2

3

4

L3.08

A

BA

D BA

LOW

D

A

BA

BA

D B

D

D

B B

B

B

B

B

NEW ORLEANS, LOUISIANA

A

LINEAR PARK

PL

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

MISSISSIPPI RIVER (SIDE)

B

LOW

B

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

STA: 28+85

STA: 23+35

A

D.

CONVENTION CENTER BLV

DATE

REVIEW SET

01/31/2017

PRICING SET

03/15/2017

PERMIT SET

ZONE 5

11/18/2016

STRE

ET

ZONE 4

ISSUED FOR

DATE

REVISION

ISSUED FOR

JULIA

ZONE 4

ZONE 3

C

NOT FOR CONSTRUCTION

CLARIFICATION OF REFERENCE DESIGNATIONS

NOTES

D A

B

C

D

IRRIGATION AREA TYPE A: DRIP (NETAFIM OR APPROVED EQUAL) IRRIGATION AREA TYPE B: MIST POP-UP (RAINBIRD OR APPROVED EQUAL) IRRIGATION AREA TYPE C: SUBSURFACE DRIP (HUNTER OR APPROVED EQUAL)

1.

SEE PLANTING IRRIGATION 32 84 00

2.

IRRIGATION DESIGN MUST ENSURE 100% COVERAGE

3.

ALL PIPING SHALL BE SCHEDULE 40 PVC UNLESS OTHERWISE NOTED. CLASS 200 LINES WILL NOT BE PERMITTED.

PROJECT NO.

N14023/14027

4.

EACH SPECIMEN TREE TO BE IRRIGATED BY TWO (2) RAINBIRD RWS-B-C-1401 CANISTERS

DRAWN BY

GM

5.

ALL PLANTING AREAS TO HAVE AUTOMATIC IRRIGATION SYSTEM APPROVED BY LANDSCAPE ARCHITECT

CHECKED BY

WT

DRAWING TITLE

1" IRRIGATION MAINLINE. SEE CIVIL.

IRRIGATION PLAN - ZONE 4 SCALE: 1"=20'-0"

SHEET NO.

1

2

3

4

L4.04

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

STA: 28+85

STA: 33+85

A

MISSISSIPPI RIVER (SIDE) B

S S

PL PL PL

MOVING SIDEWALK #1, SEE ARCH

PL

S

S

BA

BA

D

BA

D D

BA

BA

BA

D

B

B

B

B

B

B

B

LOW

B

B

B

B

B

S

NEW ORLEANS, LOUISIANA

S

LINEAR PARK

LOW

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

LOW

D.

CONVENTION CENTER BLV

DATE

CLARIFICATION OF REFERENCE DESIGNATIONS

ISSUED FOR REVIEW SET

01/31/2017

PRICING SET

03/15/2017

PERMIT SET

ZONE 6

11/18/2016

DATE

REVISION

ISSUED FOR

SOUT

H DIA

MON

ZONE 5

D ST

REET

TREE T NOR

ST. J

OSEP

H ST

TH D IAMO ND S

REET

ZONE 5

ZONE 4

C

NOTES

D A

B

C

D

IRRIGATION AREA TYPE A: DRIP (NETAFIM OR APPROVED EQUAL) IRRIGATION AREA TYPE B: MIST POP-UP (RAINBIRD OR APPROVED EQUAL) IRRIGATION AREA TYPE C: SUBSURFACE DRIP (HUNTER OR APPROVED EQUAL)

1.

SEE PLANTING IRRIGATION 32 84 00

2.

IRRIGATION DESIGN MUST ENSURE 100% COVERAGE

3.

ALL PIPING SHALL BE SCHEDULE 40 PVC UNLESS OTHERWISE NOTED. CLASS 200 LINES WILL NOT BE PERMITTED.

PROJECT NO.

N14023/14027

4.

EACH SPECIMEN TREE TO BE IRRIGATED BY TWO (2) RAINBIRD RWS-B-C-1401 CANISTERS

DRAWN BY

GM

5.

ALL PLANTING AREAS TO HAVE AUTOMATIC IRRIGATION SYSTEM APPROVED BY LANDSCAPE ARCHITECT

CHECKED BY

WT

DRAWING TITLE

1" IRRIGATION MAINLINE. SEE CIVIL.

IRRIGATION PLAN - ZONE 5 SCALE: 1"=20'-0"

SHEET NO.

1

2

3

4

L4.05

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

STA: 33+85

STA: 38+85

A

PL

PL

B

B

BA

D

D

BA

PL

D D

BA

BA

B B

D

B B B B B

B

B B

B

B

LOW

ALTERNATE ROADWAY PAVEMENT,SEE CIVIL

ZONE 7

EET

DATE

STR E S A H LL C

IGGIN S ST

REET

D

ISSUED FOR

11/18/2016

REVIEW SET

01/31/2017

PRICING SET

03/15/2017

PERMIT SET

URC H C N H JO

HI

ANDR EW H

ZONE 5

C

ZONE 6

D

ZONE 6

D. CONVENTION CENTER BLV

NEW ORLEANS, LOUISIANA

BA

LINEAR PARK

BA

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

PL

LOW

B

CLARIFICATION OF REFERENCE DESIGNATIONS

DATE

REVISION

ISSUED FOR

NOTES

D A

B

C

D

IRRIGATION AREA TYPE A: DRIP (NETAFIM OR APPROVED EQUAL) IRRIGATION AREA TYPE B: MIST POP-UP (RAINBIRD OR APPROVED EQUAL) IRRIGATION AREA TYPE C: SUBSURFACE DRIP (HUNTER OR APPROVED EQUAL)

1.

SEE PLANTING IRRIGATION 32 84 00

2.

IRRIGATION DESIGN MUST ENSURE 100% COVERAGE

3.

ALL PIPING SHALL BE SCHEDULE 40 PVC UNLESS OTHERWISE NOTED. CLASS 200 LINES WILL NOT BE PERMITTED.

PROJECT NO.

N14023/14027

4.

EACH SPECIMEN TREE TO BE IRRIGATED BY TWO (2) RAINBIRD RWS-B-C-1401 CANISTERS

DRAWN BY

GM

5.

ALL PLANTING AREAS TO HAVE AUTOMATIC IRRIGATION SYSTEM APPROVED BY LANDSCAPE ARCHITECT

CHECKED BY

WT

DRAWING TITLE

1" IRRIGATION MAINLINE. SEE CIVIL.

IRRIGATION PLAN - ZONE 6 SCALE: 1"=20'-0"

SHEET NO.

1

2

3

4

L4.06

STA: 38+85

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

STA: 43+85

A

LOW

BA PL

,

ALK #3 W E D I S MOVING CH SEE AR

BA D

PL

D

D

D

D

BA

,

BA

ALK #2 W E D I S MOVING CH SEE AR

ZONE 7

PL

LOW B

ZONE 8

PL

B B B B

D

N CONVE

LVD. B R E T N CEN

TIO

NEW ORLEANS, LOUISIANA

PL

LINEAR PARK

B

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

BA

ALTERNATE ROADWAY PAVEMENT,SEE CIVIL

DATE

C

CALLIOPE STREET

ZONE 7

IE STRE GAIENN

ZONE 6

B

B

ISSUED FOR

11/18/2016

REVIEW SET

01/31/2017

PRICING SET

03/15/2017

PERMIT SET

DATE

REVISION

ISSUED FOR

ET CLARIFICATION OF REFERENCE DESIGNATIONS

D A

B

C

D

NOTES

IRRIGATION AREA TYPE A: DRIP (NETAFIM OR APPROVED EQUAL) IRRIGATION AREA TYPE B: MIST POP-UP (RAINBIRD OR APPROVED EQUAL) IRRIGATION AREA TYPE C: SUBSURFACE DRIP (HUNTER OR APPROVED EQUAL)

1.

SEE PLANTING IRRIGATION 32 84 00

2.

IRRIGATION DESIGN MUST ENSURE 100% COVERAGE

3.

ALL PIPING SHALL BE SCHEDULE 40 PVC UNLESS OTHERWISE NOTED. CLASS 200 LINES WILL NOT BE PERMITTED.

PROJECT NO.

N14023/14027

4.

EACH SPECIMEN TREE TO BE IRRIGATED BY TWO (2) RAINBIRD RWS-B-C-1401 CANISTERS

DRAWN BY

GM

5.

ALL PLANTING AREAS TO HAVE AUTOMATIC IRRIGATION SYSTEM APPROVED BY LANDSCAPE ARCHITECT

CHECKED BY

WT

DRAWING TITLE

1" IRRIGATION MAINLINE. SEE CIVIL.

IRRIGATION PLAN - ZONE 7 SCALE: 1"=20'-0"

SHEET NO.

1

2

3

4

L4.07

STA:

PL

PL

BA

BA

D PL

A

,

#4 EWALK D I S G MOVIN CH SEE AR

BA

D

BA

D B

D

BA PL

LOW

PL

D

#3, EWALK D I S G MOVIN CH SEE AR

LOW

D B

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

LOW

D.

BLV R E T N N CE

D

O

NTI CONVE

ALTERNATE ROADWAY PAVEMENT,SEE CIVIL

D

B

ZONE 8

ZONE 7

LOW

LO

W

B B B

B

B

B

B

LOW

LOW

ZONE 9

OUT-PARCEL EXCLUDED

LOW

B

ZONE 8

B

NEW ORLEANS, LOUISIANA

STREET CALLIOPE

B

CALLIOPE STREET

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

B

LINEAR PARK

B

B

DATE

C B

ISSUED FOR

11/18/2016

REVIEW SET

01/31/2017

PRICING SET

03/15/2017

PERMIT SET

B

DATE

REVISION

ISSUED FOR

LOW

LOW B

LOW

CLARIFICATION OF REFERENCE DESIGNATIONS

NOTES

D A

B

C

D

IRRIGATION AREA TYPE A: DRIP (NETAFIM OR APPROVED EQUAL) IRRIGATION AREA TYPE B: MIST POP-UP (RAINBIRD OR APPROVED EQUAL) IRRIGATION AREA TYPE C: SUBSURFACE DRIP (HUNTER OR APPROVED EQUAL)

1.

SEE PLANTING IRRIGATION 32 84 00

2.

IRRIGATION DESIGN MUST ENSURE 100% COVERAGE

3.

ALL PIPING SHALL BE SCHEDULE 40 PVC UNLESS OTHERWISE NOTED. CLASS 200 LINES WILL NOT BE PERMITTED.

PROJECT NO.

N14023/14027

4.

EACH SPECIMEN TREE TO BE IRRIGATED BY TWO (2) RAINBIRD RWS-B-C-1401 CANISTERS

DRAWN BY

GM

5.

ALL PLANTING AREAS TO HAVE AUTOMATIC IRRIGATION SYSTEM APPROVED BY LANDSCAPE ARCHITECT

CHECKED BY

WT

DRAWING TITLE

1" IRRIGATION MAINLINE. SEE CIVIL.

IRRIGATION PLAN - ZONE 8 SCALE: 1"=20'-0"

SHEET NO.

1

2

3

4

L4.08

DECOMPOSED GRANITE (32 15 00)

1 2"

AGGREGATE BASE (SEE CIVIL)

SAND SETTING BED

CONCRETE PAVERS

METAL RESTRAINT TYPE 2

METAL RESTRAINT TYPE 1

4"

4"

4"

COMPACTED AGGRIGATE SUBGRADE (SEE CIVIL)

REINFORCED CONCRETE SUBBASE (SEE CIVIL) PLANTING SOIL

DECOMPOSTED GRANITE

4"

COMPACTED AGGREGATE SUBBASE (SEE CIVIL) 8"

A

1 1 1 1

L5.01

CONCRETE PAVERS

DECOMPOSED GRANITE PAVEMENT

2

1" = 1'-0"

L5.01

3

1" = 1'-0"

L5.01

1" = 1'-0"

8 L5.03

4 L5.03

2 L5.03

1 L5.01

TREE PLANTING W/SOIL CELL IN DECOMPOSED GRANITE

WETLAND PLANTING SOIL PROFILE

SHURB PLANTING SOIL PROFILE

CONCRETE PAVERS

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

B GEOTEXTILE (32 15 00) AGGREGATE

1/2" WEATHERING STEEL

BENCH (SEE ARCH)

PLANTING SOIL AS SPEC. BACKFILL 6" LIFTS 4" PERFORATED SDR-35 DRAINLINE, SEE L2.20 SERIES

1'-7"

4"

4" SDR-35 LINE TO SOIL CELL

CONCRETE PAVER, SEE DET. 1 SHEET L5.01

6"

6"

1'-6"

PERFORATED 6" SDR-35. SEE CIVIL FOR TIE IN

PERFORATED 4" SDR-35 LINE, SEE CIVIL FOR TIE IN BIOSWALE OVERFLOW (SEE CIVIL)

C 4 L5.01

UNDERDRAIN

BIOSWALE ADJACENT TO DECOMPOSED GRANITE W/SOIL CELL

5

1" = 1'-0"

L5.01

LINEAR PARK

1

CONCRETE PAVERS AT DECOMPOSED GRANITE PAVEMENT

NEW ORLEANS, LOUISIANA

PRECAST CONCRETE PAVER (32 14 00)

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

1" WEEP HOLE, 10'-0" O.C. FILLED WITH SAND AND COVERED WITH FILTER FABRIC

2 --

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

1 --

DATE

ISSUED FOR

11/18/2016

REVIEW SET

01/31/2017

PRICING SET

03/15/2017

PERMIT SET

1/2" = 1'-0"

4"

DATE

LANDSCAPE FORMS BICILINEA BIKE RACK STAINLESS STEEL FINISH (12 93 13)

REVISION

ISSUED FOR

MACHINED SS POST EMBEDDED THREADED ROD 3'-5"

FINISH GRADE

FINISH GRADE

BOLLARD (32 93 13) DIRECT EMBEDDED REINFORCED CONCRETE SUBBASE (SEE STRUCTURAL) COMPACTED AGGREGATE (SEE CIVIL) COMPACTED SUBGRADE (SEE CIVIL)

D

PROJECT NO.

N14023/14027

DRAWN BY

GM

CHECKED BY

WT

DRAWING TITLE

6 L5.01

BIKE RACK

7

1" = 1'-0"

L5.01

BOLLARD

PAVEMENT DETAILS - 1

1" = 1'-0"

SHEET NO.

1

2

3

4

L5.01

E

18"

C

B

18"

PAVING MODULE 7

D

E

B

18"

PAVING MODULE 8

C

B

D

C

E

B

A

18"

PAVING MODULE 11

PAVING MODULE 12

B

C

A

D

B

C

B

D

B

A

D

E

A

C

E

D

B

D

E

B

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

B D

E

NOTE: 1. "#R" REPRESENTS THE PATTERN REVERSED (SEE L3.00 PLAN SERIES)

6"

24"

C

L5.02

18"

18"

24"

PAVING MODULE 13

1

FOR PAVER COLORS A,B,C,D,E SEE SPECS (32 14 00)

12"

12"

2.

6"

PAVING MODULE 14

PAVING MODULE 15

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

PAVING MODULE 6

18"

PAVING MODULE 10

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

12"

PAVING MODULE 5

D

18"

PAVING MODULE 9

18"

PAVING MODULE 16

NEW ORLEANS, LOUISIANA

D

18"

PAVING MODULE 4

B

LINEAR PARK

B

12"

D

18"

PAVING MODULE 3

C

12"

PAVING MODULE 2

B

12"

18"

C

12"

PAVING MODULE 1

B

12"

12" 18"

C

B

12"

18"

C

A

12"

A

B

12"

12"

E

12"

C

B

TYPICAL PAVING 1/4" = 1'-0"

DATE

ISSUED FOR

11/18/2016

REVIEW SET

01/31/2017

PRICING SET

03/15/2017

PERMIT SET

1'

PAVER ORIENTATION VARIES ADJACENT TO RAMP, SEE L3.00 FOR PAVER LAYOUT

DATE

4'-6" TYP

ISSUED FOR

3 16"

MITER FIELD CUTS TO MAINTAIN CHAMFER EDGE 1 8" CHAMFER

NOTE: SEE CIVIL FOR RAMPS

REVISION

23 4"

PRECAST CONCRETE PAVER CUSTOM DETECTABLE WARNING PAVER CONCRETE SUBBASE (SEE CIVIL)

CUSTOM DETECTABLE WARNING PAVER (SEE DETAIL 3)

FLUSH CONCRETE CURB (SEE CIVIL)

1' 1'-6" 3 16"

1"

23 4"

ROADWAY CURB (SEE CIVIL) PLAN

1'-6"

SECTION

D 2 L5.02

ADA RAMP W/PAVERS

3

1/2" = 1'-0"

L5.02

CUSTOM DETECTABLE WARNING PAVER 1/2" = 1'-0"

PROJECT NO.

N14023/14027

DRAWN BY

GM

CHECKED BY

WT

DRAWING TITLE

PAVEMENT DETAILS - 2

SHEET NO.

1

2

3

4

L5.02

FINISH GRADE

FINISH GRADE

PLANTING SOILS (32 91 15)

SAND DRAINAGE LAYER (00 00 00)

6"

PLANTING SOILS (32 91 15)

6"

3'-6"

SAND DRAINAGE LAYER (00 00 00)

SUBBASE

AGGRIGATE BASE (SEE CIVIL)

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

1'-6"

A

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

FINISH GRADE

8"

FINISH GRADE

FIBER REINFORCED TURF SUBSTRATE PLANTING SOILS (32 92 00)

1'-2"

MULCH (00 00 00)

2"

2"

MULCH (00 00 00)

SUBBASE PLANTING SOILS (32 91 15)

6"

SAND DRAINAGE LAYER (00 00 00) CLAY LINER (00 00 00)

SUBBASE

L5.03

3

1" = 1'-0"

L5.03

WETLAND PLANTING SOIL PROFILE

4

1" = 1'-0"

L5.03

LAWN PLANTING SOIL PROFILE 1" = 1'-0"

B TREE (REFER TO PLANT SCHEDULE)

TREE (REFER TO PLANT SCHEDULE)

INSPECTION RISER

1 L5.01

1 L5.01 1 --

CONCRETE PAVERS RAINBIRD RWS-B-C-1401 CANISTER. (2) PER TREE

4 --

TREE PLANTING SOIL PROFILE 1'-0"

LAWN PLANTING SOIL PROFILE

CONCRETE PAVERS

PLANTING SOIL, INSTALL IN 8" LIFTS

1'-0" 1'-0"

1'-0"

NEW ORLEANS, LOUISIANA

1" = 1'-0"

SHRUB PLANTING SOIL PROFILE

LINEAR PARK

L5.03

2

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

TREE PLANTING SOIL PROFILE

1

FILTER FABRIC CONCRETE WALL (SEE ARCH)

DATE

C

TREE PLANTING IN PLANTING BED

5 L5.03

6

1/2" = 1'-0"

L5.03

TREE PLANTING & RAISED LAWNS @ HENDERSON

ISSUED FOR

11/18/2016

REVIEW SET

01/31/2017

PRICING SET

03/15/2017

PERMIT SET

1/2" = 1'-0"

9'-0" TYP.

TREE (REFER TO PLANT SCHEDULE) 8'-5213 256"

SOIL CELL BELOW ROOTBALL ALLOWANCE 4000 PSI CONCRETE CURB

DATE

REVISION

ISSUED FOR

1' - 11 58" (23 5 8") 3' - 11 14" ( 47 1 4")

1' - 11 58" (23 5 8") 3' - 11 14" ( 47 1 4 ")

1' - 11 58" (23 5 8")

RAINBIRD RWS-B-C-1401 CANISTER. (2) PER TREE

3' - 11 14" ( 47 1 4")

3' - 11 14" ( 47 1 4")

DEEP ROOT UB18-2 ROOT BARRIER

2" STABILIZED DECOMPOSED GRANITE

1' - 11 85" (23 5 8")

2" STABILIZED DECOMPOSED GRANITE 3" INSPECTION RISER

GEOTEXTILE, 18" MINIMUM OVERLAP PAST EXCAVATION

8"

1" AIR SPACE BETWEN SILVA CELL DECK AND PLANTING SOIL

4000 PSI CONCRETE CURB (SEE CIVIL) 3' - 11 14" ( 47 1 4")

12" COMPACTED AGGREGATE BASE COURSE

3' - 11 14" ( 47 1 4")

1' - 11 58" (23 5 8")

1' 3' - 11 41" ( 47 1 4")

3' - 11 41" ( 47 1 4")

9'-0" TYP.

1' - 11 58" (23 5 8")

2'-7"

SCREW CELL DECKS AFTER SNAPPING IN PLACE (TYP.) GEOGRID. 'J' 6" MINIMUM BELOW BACKFILL AT BASE. OVERLAP 12" AT TOP OF CELLS 3 16"X14" ZIP TIES ATTACHING GEOGRID TO SILVA CELLS AT EACH LEVEL AND AT CELL DECK BACKFILL, INSTALLED IN 8" LIFTS WITHIN 4"-6" FROM TOP OF DECKS, COMPACTED TO 95%

3' - 11 14" ( 47 1 4")

6" PERFORATED SDR-35 DRAINLINE. WRAP WITH FILTER FABRIC, TIE INTO STORM SEWER SEE CIVIL)

3' - 11 14" ( 47 1 4")

1' - 11 85" (23 5 8")

D

ANCHOR EACH SILVA CELL TO GROUND WITH (4) 10" SPIKE TREE ROOT PACKAGE, SIZE VARIES

GEOSYNTHETIC BENTONITE LINER. REFER TO PLAN FOR LOCATION.

PLANTING SOIL, TAMPED TO MAX 85% COMPACTION

3' - 11 14" ( 47 1 4")

3' - 11 14" ( 47 1 4")

1' - 11 58" (23 5 8")

1' - 11 58" (23 5 8")

1' - 11 58" (23 5 8")

SILVA CELL BASE SLOPE TO DRAIN MAX 5%

PROJECT NO.

N14023/14027

GEOTEXTILE ON COMPACTED SUBGRADE

DRAWN BY

GM

CHECKED BY

WT

PLANTING SOIL PER SILVA CELL SPEC. INSTALLED IN 8" LIFTS 4" AGGREGATE SUBBASE, COMPACTED 95%

DRAWING TITLE

SUBGRADE BELOW GEOTEXTILE AND AGGREGATE BASE COURSE, COMPACTED TO 95%

7 L5.03

SPECIMEN TREE CURB LAYOUT

8

1/2" = 1'-0"

L5.03

PLANTING & SOILS DETAILS

TREE PLANTING W/SOIL CELL IN DECOMPOSED GRANITE 1/2" = 1'-0" SHEET NO.

1

2

3

4

L5.03

2.

3.

4.

5.

6.

ZONE 3

ZONE 4

RE: SHEET AD2.02

RE: SHEET AD2.03

RE: SHEET AD2.04

STA: 18+85

STA: 23+85

STA: 28+15

ZONE 2

STA: 13+85

ZONE 1 RE: SHEET AD2.01

DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS PRIOR TO STARTING WORK. IN THE EVENT OF DISCREPANCY, NOTIFY THE ARCHITECT AND OBTAIN RESOLUTION PRIOR TO PROCEEDING. NOTIFY THE ARCHITECT OF ANY AND ALL DISCREPANCIES BETWEEN EXISTING CONDITIONS AND CONTRACT DOCUMENTS BEFORE PROCEEDING WITH THAT PORTION OF THE WORK. FAILURE TO NOTIFY THE ARCHITECT SHALL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY TO PERFORM THE WORK AS INTENDED IN THE CONSTRUCTION DOCUMENTS. EXISTING COMPONENTS ARE TO REMAIN UNLESS OTHERWISE INDICATED. CONTRACTOR SHALL PROTECT ALL EXISTING COMPONENTS TO REMAIN DURING DEMOLITION AND REPAIR OR REPLACE ANY ITEMS DAMAGED DURING EXECUTION AT THE CONTRACTORS SOLE EXPENSE. ITEMS SHOWN DASHED ON PLANS INDICATE EXISTING STRUCTURES TO BE DEMOLISHED AND REMOVED OFF PREMISES UNLESS SPECIFCALLY NOTED TO BE SALVAGED. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER THE LABELING, TRANSFER AND STORAGE OF ANY ITEMS TO BE SALVAGED. CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES PRIOR TO PERFORMING WORK. REFER TO CIVIL DRAWINGS FOR ENTIRE SCOPE OF WORK RELATING TO REMOVAL AND/OR RELOCATION OF EXISTING UNDERGROUND AND ABOVE GROUND UTILITIES. REFER TO CIVIL DRAWINGS FOR ENTIRE SCOPE OF WORK RELATING TO REMOVAL AND/OR RELOCATION OF EXISTING TRAFFIC SIGNALS.

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

1.

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

GENERAL NOTES - DEMOLITION

WHALE LOT

MCCNO - HALL A

SITE DEMO PLAN - HALF - POYDRAS TO JULIA

1 A2.32 AD1.00 1" = 100'-0"

N

RE: SHEET AD2.04

RE: SHEET AD2.05

RE: SHEET AD2.06

RE: SHEET AD2.07

RE: SHEET AD2.08

RE: SHEET AD2.09

STA: 33+85

MCCNO - HALL A

MCCNO - HALL B-1

MCCNO - HALL E

MCCNO - HALL B-2

MCCNO - HALL C

MCCNO - HALL F

MCCNO - HALL I-1

ZONE 10 RE: SHEET AD2.10

MCCNO - HALL I-2

STA: 53+85

ZONE 9

STA: 48+85

ZONE 8

STA: 43+85

ZONE 7

STA: 38+85

ZONE 6

STA: 28+85

ZONE 5

STA: 23+85

ZONE 4

NEW ORLEANS, LOUISIANA

ZONE 4 ZONE 5 FULTON ST.

LINEAR PARK

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

ST. JULIA

ZONE 3 ZONE 4

GIRO

ZONE 1 ZONE 2

ZONE 2 ZONE 3

D ST .

D. CONVENTION CENTER BLV

NOT RE D AME ST.

POY DRAS ST.

HILTON NEW ORLEANS RIVERSIDE

DATE

ISSUED FOR

11/18/16

REVIEW SET

11/30/16

SFM REVIEW SET

01/31/17

PRICING SET

DATE

REVISION

MCCNO - HALL J

MCCNO - HALL G

MCCNO - HALL D

ISSUED FOR

SITE DEMO PLAN - HALF - JULIA TO HENDERSON

ZONE 10

ZONE 9

ZONE 9

ZONE 8

CALLIOP E STREE T

CALLIOPE STREET ZONE 8

ZONE 7

ZONE 7

ZONE 6

TR IA NG LE ST RE ET

ANDR EW H IGGIN S

ZONE 6

ZONE 5

S. DI AMO ND S TREE T

REET SAIN T JO SEPH ST

ZONE 5

ZONE 4

ZONE 4

ZONE 3

C:\Users\sdardant\Documents\N14023_MCCNO LINEAR PARK_CENTRAL_2016_sdardant.rvt

2

STREET GAIENNE

JULIA

D. CONVENTION CENTER BLV SE ST ILL CHA HURCH JOHN C

STRE ET

UP

STREET PETERS SOUTH

N

A2.32 AD1.00 1" = 100'-0"

DRAWING LEGEND EXISTING CONSTRUCTION TO REMAIN

3/16/2017 6:27:10 PM

EXISTING CONSTRUCTION TO BE DEMOLISHED

PROJECT NO.

N14023/14027

DRAWN BY

Author

CHECKED BY

Checker

DRAWING TITLE

SITE DEMO PLAN OVERALL

SHEET NO.

AD1.00

SALVAGE AND TURN OVER TO OWNER ALL EXISTING PALM TREES IN NEUTRAL GROUND. DEMO AND REMOVE ALL OTHER TREE SPECIES, SHRUBS & PLANTINGS; RE: CIVIL & LANDSCAPING DRAWINGS FOR ADDITIONAL INFORMATION.

D3

SALVAGE AND TURN OVER TO OWNER EXISTING PUBLIC ART WORK & ASSOCIATED SIGNAGE. EXISTING CONCRETE FOUNDATION TO BE DEMOLISHED. DEMO EXISTING TREES IN TREE GRATES. SALVAGE TREE GRATES & TURN OVER TO OWNER. SALVAGE AND TURN OVER TO OWNER ALL EXISTING ROADWAY & WAYFINDING SIGNAGE WITHIN THE AREAS INDICATED TO BE DEMOLISHED. EXISTING HEDGES & FENCING SHALL REMAIN.CONTRACTOR TO TAKE ALL NECESSARY PRECATIONS TO PREVENT DAMAGE. SALVAGE AND TURN OVER TO OWNER EXISTING SURFACE MOUNTED TRASH RECEPTACLES, BENCHES, PLANTERS AND NEWSPAPER STANDS INCLUDING ANY RELATED CONCRETE PADS. SALVAGE EXISTING CONCRETE PAVERS AND STORE ON PALLETS FOR REINSTALLATION. EXISTING TRAFFIC LIGHT TO BE REMOVED; RE: CIVIL DRAWINGS FOR ADDTIONAL. EXISTING STREET LIGHT TO BE REMOVED; RE: CIVIL DRAWINGS FOR ADDITIONAL INFORMATION. EXISTING HYDRANT; RE: CIVIL DRAWINGS FOR ADDITIONAL INFORMATION. COORDINATE REMOVAL OF TRANSMISSION POLE WITH ENTERGY; GC TO COORDINATE REMOVAL AND DEMO FOUNDATION

D4

STA: 28+85

STA: 23+85

D6

MCCNO - HALL A

D7

D9

D11 D24 D25 D26

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

D31

D6

D7

D7

D9

D31

D6

D1

D11 D6

D25 D1

D26 D4

D4

D9

D25

D25 D1

D25

D24

D1 D25 D1

D25 D25 D6 D3

D2

D2

D2

D2

D2

D2

D2

. CONVENTION CENTER BLVD

C:\Users\sdardant\Documents\N14023_MCCNO LINEAR PARK_CENTRAL_2016_sdardant.rvt

JULI A ST REE T

D25 DATE

ISSUED FOR

11/18/16

REVIEW SET

11/30/16

SFM REVIEW SET

01/31/17

PRICING SET

DATE

REVISION

ISSUED FOR

GENERAL NOTES - DEMOLITION ZONE 5

ZONE 4

ZONE 4

ZONE 3

1. 2.

3.

4.

5.

6.

DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS PRIOR TO STARTING WORK. IN THE EVENT OF DISCREPANCY, NOTIFY THE ARCHITECT AND OBTAIN RESOLUTION PRIOR TO PROCEEDING. NOTIFY THE ARCHITECT OF ANY AND ALL DISCREPANCIES BETWEEN EXISTING CONDITIONS AND CONTRACT DOCUMENTS BEFORE PROCEEDING WITH THAT PORTION OF THE WORK. FAILURE TO NOTIFY THE ARCHITECT SHALL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY TO PERFORM THE WORK AS INTENDED IN THE CONSTRUCTION DOCUMENTS. EXISTING COMPONENTS ARE TO REMAIN UNLESS OTHERWISE INDICATED. CONTRACTOR SHALL PROTECT ALL EXISTING COMPONENTS TO REMAIN DURING DEMOLITION AND REPAIR OR REPLACE ANY ITEMS DAMAGED DURING EXECUTION AT THE CONTRACTORS SOLE EXPENSE. ITEMS SHOWN DASHED ON PLANS INDICATE EXISTING STRUCTURES TO BE DEMOLISHED AND REMOVED OFF PREMISES UNLESS SPECIFCALLY NOTED TO BE SALVAGED. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER THE LABELING, TRANSFER AND STORAGE OF ANY ITEMS TO BE SALVAGED. CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES PRIOR TO PERFORMING WORK. REFER TO CIVIL DRAWINGS FOR ENTIRE SCOPE OF WORK RELATING TO REMOVAL AND/OR RELOCATION OF EXISTING UNDERGROUND AND ABOVE GROUND UTILITIES. REFER TO CIVIL DRAWINGS FOR ENTIRE SCOPE OF WORK RELATING TO REMOVAL AND/OR RELOCATION OF EXISTING TRAFFIC SIGNALS.

DRAWING LEGEND EXISTING CONSTRUCTION TO REMAIN 1

SITE DEMO PLAN - PARTIAL ZONE 4

A2.32 AD2.04 1" = 20'-0" 3/16/2017 6:27:20 PM

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

D2

NEW ORLEANS, LOUISIANA

DEMO EXISTING PAVING TO THE EXTENTS INDICATED. PAVEMENT REMOVAL SHALL INCLUDE REMOVAL OF PAVEMENT SURFACE OR PAVER SYSTEM WITH UNDERLAIN CONCRETE SLAB AND ANY INCIDENTAL MATERIALS TO THE TOP OF UNDERLYING SOIL, CURBS AND DRIVEWAYS. RE: CIVIL FOR ADDITIONAL INFORMATION.

LINEAR PARK

D1

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

KEYNOTES - DEMOLITION

N

EXISTING CONSTRUCTION TO BE DEMOLISHED

PROJECT NO.

N14023/14027

DRAWN BY

Author

CHECKED BY

Checker

DRAWING TITLE

SITE DEMO PLAN PARTIAL - ZONE 4

SHEET NO.

AD2.04

DEMO EXISTING PAVING TO THE EXTENTS INDICATED. PAVEMENT REMOVAL SHALL INCLUDE REMOVAL OF PAVEMENT SURFACE OR PAVER SYSTEM WITH UNDERLAIN CONCRETE SLAB AND ANY INCIDENTAL MATERIALS TO THE TOP OF UNDERLYING SOIL, CURBS AND DRIVEWAYS. RE: CIVIL FOR ADDITIONAL INFORMATION.

D2

SALVAGE AND TURN OVER TO OWNER ALL EXISTING PALM TREES IN NEUTRAL GROUND. DEMO AND REMOVE ALL OTHER TREE SPECIES, SHRUBS & PLANTINGS; RE: CIVIL & LANDSCAPING DRAWINGS FOR ADDITIONAL INFORMATION. SALVAGE AND TURN OVER TO OWNER EXISTING PUBLIC ART WORK & ASSOCIATED SIGNAGE. EXISTING CONCRETE FOUNDATION TO BE DEMOLISHED. SALVAGE AND TURN OVER TO OWNER ALL EXISTING ROADWAY & WAYFINDING SIGNAGE WITHIN THE AREAS INDICATED TO BE DEMOLISHED. SALVAGE AND TURN OVER TO OWNER EXISTING SURFACE MOUNTED TRASH RECEPTACLES, BENCHES, PLANTERS AND NEWSPAPER STANDS INCLUDING ANY RELATED CONCRETE PADS. DEMO EXISTING BOLLARD INCLUDING CONCRETE FOOTING BELOW. DEMO EXISTING CONCRETE PAVER SYSTEM. UNDERLAIN CONCRETE SLAB AND GRADE BEAMS TO REMAIN. DEMO EXISTING CONCRETE STAIRS/RAMP INCLUDING ALL ASSOCIATED RAILINGS AND GRADE BEAMS. EXISTING CONCRETE COLUMN SURROUNDS TO REMAIN. CONTRACTOR SHALL PROTECT SURFACES FROM DAMAGE AND PATCH/REPAIR ANY DAMAGE INCURRED AS REQUIRED. DEMO EXISTING GALVANIZED STEEL SWING GATES, POSTS AND RELATED FOOTINGS. SALVAGE AND TURN OVER TO OWNER ALL EXISTING CONCRETE PLANTERS AND SMOKER POLES WITHIN THE PORTE COCHERE. EXISTING PAVING AND PILE SUPPORTED CONCRETE GRADE BEAM TO REMAIN THIS AREA ONLY. EXISTING TRAFFIC LIGHT TO BE REMOVED; RE: CIVIL DRAWINGS FOR ADDTIONAL. EXISTING STREET LIGHT TO BE REMOVED; RE: CIVIL DRAWINGS FOR ADDITIONAL INFORMATION. COORDINATE REMOVAL OF TRANSMISSION POLE WITH ENTERGY; GC TO COORDINATE REMOVAL AND DEMO FOUNDATION

D3

D6

D9

D10 D13

MCCNO - HALL B-1

D14

MCCNO - HALL B-2

D15

D16 D17

D22 D24 D25

RE: SHEET AD2.20 FOR INTERIOR DEMO

D17 D17

D17

D31

D17

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

D1

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

STA: 33+85

STA: 28+85

KEYNOTES - DEMOLITION

D13

D17

D9

D16

D14

D17

D17

D22

UP

D16

D9

D16

D9

D9 D31 D6

D6

D9

D10

D10

D9

D14

D14 D6

D24

D1 D25

D1

D1

D6

D25

D31 D1

D1

D1 D6 D2

D2

ZONE 6

ZONE 5

SOU TH D IAMO ND S T

SAIN T JO FULTON STREET.

1. 2.

4.

6.

11/18/16

REVIEW SET

11/30/16

SFM REVIEW SET

01/31/17

PRICING SET

DATE

REVISION

ISSUED FOR

DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS PRIOR TO STARTING WORK. IN THE EVENT OF DISCREPANCY, NOTIFY THE ARCHITECT AND OBTAIN RESOLUTION PRIOR TO PROCEEDING. NOTIFY THE ARCHITECT OF ANY AND ALL DISCREPANCIES BETWEEN EXISTING CONDITIONS AND CONTRACT DOCUMENTS BEFORE PROCEEDING WITH THAT PORTION OF THE WORK. FAILURE TO NOTIFY THE ARCHITECT SHALL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY TO PERFORM THE WORK AS INTENDED IN THE CONSTRUCTION DOCUMENTS. EXISTING COMPONENTS ARE TO REMAIN UNLESS OTHERWISE INDICATED. CONTRACTOR SHALL PROTECT ALL EXISTING COMPONENTS TO REMAIN DURING DEMOLITION AND REPAIR OR REPLACE ANY ITEMS DAMAGED DURING EXECUTION AT THE CONTRACTORS SOLE EXPENSE. ITEMS SHOWN DASHED ON PLANS INDICATE EXISTING STRUCTURES TO BE DEMOLISHED AND REMOVED OFF PREMISES UNLESS SPECIFCALLY NOTED TO BE SALVAGED. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER THE LABELING, TRANSFER AND STORAGE OF ANY ITEMS TO BE SALVAGED. CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES PRIOR TO PERFORMING WORK. REFER TO CIVIL DRAWINGS FOR ENTIRE SCOPE OF WORK RELATING TO REMOVAL AND/OR RELOCATION OF EXISTING UNDERGROUND AND ABOVE GROUND UTILITIES. REFER TO CIVIL DRAWINGS FOR ENTIRE SCOPE OF WORK RELATING TO REMOVAL AND/OR RELOCATION OF EXISTING TRAFFIC SIGNALS.

DRAWING LEGEND SITE DEMO PLAN - PARTIAL ZONE 5

ISSUED FOR

GENERAL NOTES - DEMOLITION

5.

1

DATE

REET

. CONVENTION CENTER BLVD

ZONE 5

ZONE 4

C:\Users\sdardant\Documents\N14023_MCCNO LINEAR PARK_CENTRAL_2016_sdardant.rvt

D3

3.

A2.32 AD2.05 1" = 20'-0"

3/16/2017 6:27:23 PM

D2

D25

SEPH STRE ET

D2

D25

D25

NEW ORLEANS, LOUISIANA

D17

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

D13

LINEAR PARK

D13

EXISTING CONSTRUCTION TO REMAIN N EXISTING CONSTRUCTION TO BE DEMOLISHED

PROJECT NO.

N14023/14027

DRAWN BY

Author

CHECKED BY

Checker

DRAWING TITLE

SITE DEMO PLAN PARTIAL - ZONE 5

SHEET NO.

AD2.05

DEMO EXISTING PAVING TO THE EXTENTS INDICATED. PAVEMENT REMOVAL SHALL INCLUDE REMOVAL OF PAVEMENT SURFACE OR PAVER SYSTEM WITH UNDERLAIN CONCRETE SLAB AND ANY INCIDENTAL MATERIALS TO THE TOP OF UNDERLYING SOIL, CURBS AND DRIVEWAYS. RE: CIVIL FOR ADDITIONAL INFORMATION.

D2

SALVAGE AND TURN OVER TO OWNER ALL EXISTING PALM TREES IN NEUTRAL GROUND. DEMO AND REMOVE ALL OTHER TREE SPECIES, SHRUBS & PLANTINGS; RE: CIVIL & LANDSCAPING DRAWINGS FOR ADDITIONAL INFORMATION. SALVAGE AND TURN OVER TO OWNER ALL EXISTING ROADWAY & WAYFINDING SIGNAGE WITHIN THE AREAS INDICATED TO BE DEMOLISHED. SALVAGE AND TURN OVER TO OWNER EXISTING SURFACE MOUNTED TRASH RECEPTACLES, BENCHES, PLANTERS AND NEWSPAPER STANDS INCLUDING ANY RELATED CONCRETE PADS. DEMO EXISTING BOLLARD INCLUDING CONCRETE FOOTING BELOW. DISCONNECT EXISTING STANDPIPE CONNECTIONS. CONNECTIONS TO BE RELOCATED. REFER TO CIVIL DRAWINGS FOR ADDITIONAL INFORMATION. DEMO EXISTING CONCRETE STAIRS/RAMP INCLUDING ALL ASSOCIATED RAILINGS AND GRADE BEAMS. DEMO EXISTING GALVANIZED STEEL SWING GATES, POSTS AND RELATED FOOTINGS. EXISTING CONCRETE STEPS TO REMAIN. CONTRACTOR SHALL PROTECT SURFACES FROM DAMAGE AND PATCH/REPAIR ANY DAMAGE INCURRED AS REQUIRED. SALVAGE ALL RAILINGS AND STORE FOR REINSTALLATION. CAREFULLY DEMOLISH EXISTING PAVERS AT LANDING.

D6

MCCNO- HALL C D9

STA: 38+85

STA: 33+85

MCCNO- HALL D

D10 D12

D14 D16 D18

D25 D31

D9

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

D1

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

KEYNOTES - DEMOLITION

EXISTING STREET LIGHT TO BE REMOVED; RE: CIVIL DRAWINGS FOR ADDITIONAL INFORMATION. COORDINATE REMOVAL OF TRANSMISSION POLE WITH ENTERGY; GC TO COORDINATE REMOVAL AND DEMO FOUNDATION

D1

D1 D18

D14

D6

D9 D6

UP D9

D9

D18

D16

D9

D9 D9

D1

D9

D12 D6 D6

D25

D6

D2 D25

D25

D31

D25

D1

D2

D31

D1 D6 D1 D25

D2

ZONE 7

1. 2.

3.

5.

6.

A2.32 AD2.06 1" = 20'-0"

EXISTING CONSTRUCTION TO REMAIN N

ISSUED FOR

11/18/16

REVIEW SET

11/30/16

SFM REVIEW SET

01/31/17

PRICING SET

DATE

REVISION

ISSUED FOR

DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS PRIOR TO STARTING WORK. IN THE EVENT OF DISCREPANCY, NOTIFY THE ARCHITECT AND OBTAIN RESOLUTION PRIOR TO PROCEEDING. NOTIFY THE ARCHITECT OF ANY AND ALL DISCREPANCIES BETWEEN EXISTING CONDITIONS AND CONTRACT DOCUMENTS BEFORE PROCEEDING WITH THAT PORTION OF THE WORK. FAILURE TO NOTIFY THE ARCHITECT SHALL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY TO PERFORM THE WORK AS INTENDED IN THE CONSTRUCTION DOCUMENTS. EXISTING COMPONENTS ARE TO REMAIN UNLESS OTHERWISE INDICATED. CONTRACTOR SHALL PROTECT ALL EXISTING COMPONENTS TO REMAIN DURING DEMOLITION AND REPAIR OR REPLACE ANY ITEMS DAMAGED DURING EXECUTION AT THE CONTRACTORS SOLE EXPENSE. ITEMS SHOWN DASHED ON PLANS INDICATE EXISTING STRUCTURES TO BE DEMOLISHED AND REMOVED OFF PREMISES UNLESS SPECIFCALLY NOTED TO BE SALVAGED. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER THE LABELING, TRANSFER AND STORAGE OF ANY ITEMS TO BE SALVAGED. CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES PRIOR TO PERFORMING WORK. REFER TO CIVIL DRAWINGS FOR ENTIRE SCOPE OF WORK RELATING TO REMOVAL AND/OR RELOCATION OF EXISTING UNDERGROUND AND ABOVE GROUND UTILITIES. REFER TO CIVIL DRAWINGS FOR ENTIRE SCOPE OF WORK RELATING TO REMOVAL AND/OR RELOCATION OF EXISTING TRAFFIC SIGNALS.

DRAWING LEGEND SITE DEMO PLAN - PARTIAL ZONE 6

DATE

GENERAL NOTES - DEMOLITION ZONE 6

ST RE ET

VD. CONVENTION CENTER BL

LE

AND REW HIGG INS

ZONE 6

ZONE 5

D25

4.

1

3/16/2017 6:27:27 PM

D2

D6

EET SE STR ILL CHA HURCH JOHN C

C:\Users\sdardant\Documents\N14023_MCCNO LINEAR PARK_CENTRAL_2016_sdardant.rvt

D6

TR IA NG

D25

D6

NEW ORLEANS, LOUISIANA

D10

LINEAR PARK

D10

D9

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

D9

EXISTING CONSTRUCTION TO BE DEMOLISHED

PROJECT NO.

N14023/14027

DRAWN BY

Author

CHECKED BY

Checker

DRAWING TITLE

SITE DEMO PLAN PARTIAL - ZONE 6

SHEET NO.

AD2.06

DEMO EXISTING PAVING TO THE EXTENTS INDICATED. PAVEMENT REMOVAL SHALL INCLUDE REMOVAL OF PAVEMENT SURFACE OR PAVER SYSTEM WITH UNDERLAIN CONCRETE SLAB AND ANY INCIDENTAL MATERIALS TO THE TOP OF UNDERLYING SOIL, CURBS AND DRIVEWAYS. RE: CIVIL FOR ADDITIONAL INFORMATION.

D2

SALVAGE AND TURN OVER TO OWNER ALL EXISTING PALM TREES IN NEUTRAL GROUND. DEMO AND REMOVE ALL OTHER TREE SPECIES, SHRUBS & PLANTINGS; RE: CIVIL & LANDSCAPING DRAWINGS FOR ADDITIONAL INFORMATION. SALVAGE AND TURN OVER TO OWNER ALL EXISTING ROADWAY & WAYFINDING SIGNAGE WITHIN THE AREAS INDICATED TO BE DEMOLISHED. SALVAGE AND TURN OVER TO OWNER EXISTING SURFACE MOUNTED TRASH RECEPTACLES, BENCHES, PLANTERS AND NEWSPAPER STANDS INCLUDING ANY RELATED CONCRETE PADS. DEMO EXISTING GALVANIZED STEEL SWING GATES, POSTS AND RELATED FOOTINGS. DEMO EXISTING BRICK AND CONCRETE PLANTERS INCLUDING ANY ASSOCIATED FOOTINGS. EXISTING TRAFFIC LIGHT TO BE REMOVED; RE: CIVIL DRAWINGS FOR ADDTIONAL. EXISTING HYDRANT; RE: CIVIL DRAWINGS FOR ADDITIONAL INFORMATION. COORDINATE REMOVAL OF TRANSMISSION POLE WITH ENTERGY; GC TO COORDINATE REMOVAL AND DEMO FOUNDATION

D6

D9

D16 D19 D24 D26 D31 D19 D9

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MCCNO- HALL F

D1

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

MCCNO- HALL E

STA: 43+85

STA: 38+85

KEYNOTES - DEMOLITION

D1 D9

D19

D9 D9

D19

D9 D9

D1

D19 D16 D26

D9 D1

D6

D16

D31

D1 D2 D2

D6 D6

D2

D6

D6

VD. L B R E CENT N O I T N CONVE

E GAIENN

ZONE 8

ZONE 7

ZONE 7

1. 2.

3.

4.

5.

6.

ISSUED FOR

11/18/16

REVIEW SET

11/30/16

SFM REVIEW SET

01/31/17

PRICING SET

DATE

REVISION

ISSUED FOR

DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS PRIOR TO STARTING WORK. IN THE EVENT OF DISCREPANCY, NOTIFY THE ARCHITECT AND OBTAIN RESOLUTION PRIOR TO PROCEEDING. NOTIFY THE ARCHITECT OF ANY AND ALL DISCREPANCIES BETWEEN EXISTING CONDITIONS AND CONTRACT DOCUMENTS BEFORE PROCEEDING WITH THAT PORTION OF THE WORK. FAILURE TO NOTIFY THE ARCHITECT SHALL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY TO PERFORM THE WORK AS INTENDED IN THE CONSTRUCTION DOCUMENTS. EXISTING COMPONENTS ARE TO REMAIN UNLESS OTHERWISE INDICATED. CONTRACTOR SHALL PROTECT ALL EXISTING COMPONENTS TO REMAIN DURING DEMOLITION AND REPAIR OR REPLACE ANY ITEMS DAMAGED DURING EXECUTION AT THE CONTRACTORS SOLE EXPENSE. ITEMS SHOWN DASHED ON PLANS INDICATE EXISTING STRUCTURES TO BE DEMOLISHED AND REMOVED OFF PREMISES UNLESS SPECIFCALLY NOTED TO BE SALVAGED. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER THE LABELING, TRANSFER AND STORAGE OF ANY ITEMS TO BE SALVAGED. CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES PRIOR TO PERFORMING WORK. REFER TO CIVIL DRAWINGS FOR ENTIRE SCOPE OF WORK RELATING TO REMOVAL AND/OR RELOCATION OF EXISTING UNDERGROUND AND ABOVE GROUND UTILITIES. REFER TO CIVIL DRAWINGS FOR ENTIRE SCOPE OF WORK RELATING TO REMOVAL AND/OR RELOCATION OF EXISTING TRAFFIC SIGNALS.

DRAWING LEGEND 1

SITE DEMO PLAN - PARTIAL ZONE 7

A2.32 AD2.07 1" = 20'-0"

3/16/2017 6:27:30 PM

DATE

GENERAL NOTES - DEMOLITION ZONE 6

C:\Users\sdardant\Documents\N14023_MCCNO LINEAR PARK_CENTRAL_2016_sdardant.rvt

STREET

CALLIOPE STREET

D2

NEW ORLEANS, LOUISIANA

D1

LINEAR PARK

D31

D6

D24

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

D16

D31 D9

D9

D9

D19

D6

D1

N

EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE DEMOLISHED

PROJECT NO.

N14023/14027

DRAWN BY

Author

CHECKED BY

Checker

DRAWING TITLE

SITE DEMO PLAN PARTIAL - ZONE 7

SHEET NO.

AD2.07

DEMO EXISTING PAVING TO THE EXTENTS INDICATED. PAVEMENT REMOVAL SHALL INCLUDE REMOVAL OF PAVEMENT SURFACE OR PAVER SYSTEM WITH UNDERLAIN CONCRETE SLAB AND ANY INCIDENTAL MATERIALS TO THE TOP OF UNDERLYING SOIL, CURBS AND DRIVEWAYS. RE: CIVIL FOR ADDITIONAL INFORMATION.

D2

SALVAGE AND TURN OVER TO OWNER ALL EXISTING PALM TREES IN NEUTRAL GROUND. DEMO AND REMOVE ALL OTHER TREE SPECIES, SHRUBS & PLANTINGS; RE: CIVIL & LANDSCAPING DRAWINGS FOR ADDITIONAL INFORMATION. SALVAGE AND TURN OVER TO OWNER ALL EXISTING ROADWAY & WAYFINDING SIGNAGE WITHIN THE AREAS INDICATED TO BE DEMOLISHED. EXISTING HEDGES & FENCING SHALL REMAIN.CONTRACTOR TO TAKE ALL NECESSARY PRECATIONS TO PREVENT DAMAGE. SALVAGE AND TURN OVER TO OWNER EXISTING SURFACE MOUNTED TRASH RECEPTACLES, BENCHES, PLANTERS AND NEWSPAPER STANDS INCLUDING ANY RELATED CONCRETE PADS. DEMO EXISTING BOLLARD INCLUDING CONCRETE FOOTING BELOW. DEMO EXISTING BRICK AND CONCRETE PLANTERS INCLUDING ANY ASSOCIATED FOOTINGS. DEMO EXISTING CHAIN LINK FENCING, POSTS AND FOOTINGS. EXISTING CONCRETE BRIDGE PROTECTIVE COLUMN SURROUNDS/PLANTERS TO BE DEMOLISHED. CONTRACTOR SHOULD EXERCISE CAUTION TO AVOID DAMAGE TO EXISTING BRIDGE COLUMNS. DAMAGE TO EXISTING COLUMNS SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE.

MCCNO - HALL G D1 D6

D7 D9

D9 D10

D9

D10

D9

D9

D10 D9

D19

D1 D9

D9

D9

D24

D20

D9

D9

D21

D24 D6

D1

D1

D19

D31

D6

D24 D25

LVD. B R E T N CEN O I T N E CONV

D6

1 44'-

D1

D6

D31

8" 0 3/

D31

D31 D6

D20

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

D1

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

STA: 48+85

STA: 43+85

MCCNO - HALL I-1

KEYNOTES - DEMOLITION

EXISTING TRAFFIC LIGHT TO BE REMOVED; RE: CIVIL DRAWINGS FOR ADDTIONAL. EXISTING STREET LIGHT TO BE REMOVED; RE: CIVIL DRAWINGS FOR ADDITIONAL INFORMATION. COORDINATE REMOVAL OF TRANSMISSION POLE WITH ENTERGY; GC TO COORDINATE REMOVAL AND DEMO FOUNDATION

77 .1°

D1

D6

D6

158'-2 7/8"

D2

D25

D24

D2 D6 D2 D2

D25 D21

D21 D20

D21 D25 D20 D25

D2

CALLIOP E STREE T

D20

D2 D2 D1 D2

D1

NEW ORLEANS, LOUISIANA

D2

D6

LINEAR PARK

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

D6

CALLIOPE STREET

D2

D2

DATE

ISSUED FOR

11/18/16

REVIEW SET

11/30/16

SFM REVIEW SET

01/31/17

PRICING SET

DATE

REVISION

D7

D25

D25

D21

D21

D21

ISSUED FOR

AREA NOT INCLUDED IN SCOPE OF WORK

D21

ZONE 9

ZONE 8

D25

1. 2.

3.

D20

4.

5.

6.

DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS PRIOR TO STARTING WORK. IN THE EVENT OF DISCREPANCY, NOTIFY THE ARCHITECT AND OBTAIN RESOLUTION PRIOR TO PROCEEDING. NOTIFY THE ARCHITECT OF ANY AND ALL DISCREPANCIES BETWEEN EXISTING CONDITIONS AND CONTRACT DOCUMENTS BEFORE PROCEEDING WITH THAT PORTION OF THE WORK. FAILURE TO NOTIFY THE ARCHITECT SHALL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY TO PERFORM THE WORK AS INTENDED IN THE CONSTRUCTION DOCUMENTS. EXISTING COMPONENTS ARE TO REMAIN UNLESS OTHERWISE INDICATED. CONTRACTOR SHALL PROTECT ALL EXISTING COMPONENTS TO REMAIN DURING DEMOLITION AND REPAIR OR REPLACE ANY ITEMS DAMAGED DURING EXECUTION AT THE CONTRACTORS SOLE EXPENSE. ITEMS SHOWN DASHED ON PLANS INDICATE EXISTING STRUCTURES TO BE DEMOLISHED AND REMOVED OFF PREMISES UNLESS SPECIFCALLY NOTED TO BE SALVAGED. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER THE LABELING, TRANSFER AND STORAGE OF ANY ITEMS TO BE SALVAGED. CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES PRIOR TO PERFORMING WORK. REFER TO CIVIL DRAWINGS FOR ENTIRE SCOPE OF WORK RELATING TO REMOVAL AND/OR RELOCATION OF EXISTING UNDERGROUND AND ABOVE GROUND UTILITIES. REFER TO CIVIL DRAWINGS FOR ENTIRE SCOPE OF WORK RELATING TO REMOVAL AND/OR RELOCATION OF EXISTING TRAFFIC SIGNALS.

DRAWING LEGEND 1

SITE DEMO PLAN - PARTIAL ZONE 8

A2.32 AD2.08 1" = 20'-0"

3/16/2017 6:27:34 PM

ZONE 8

GENERAL NOTES - DEMOLITION ZONE 7

C:\Users\sdardant\Documents\N14023_MCCNO LINEAR PARK_CENTRAL_2016_sdardant.rvt

D21

EXISTING CONSTRUCTION TO REMAIN N EXISTING CONSTRUCTION TO BE DEMOLISHED

PROJECT NO.

N14023/14027

DRAWN BY

Author

CHECKED BY

Checker

DRAWING TITLE

SITE DEMO PLAN PARTIAL - ZONE 8

SHEET NO.

AD2.08

D1

DEMO EXISTING PAVING TO THE EXTENTS INDICATED. PAVEMENT REMOVAL SHALL INCLUDE REMOVAL OF PAVEMENT SURFACE OR PAVER SYSTEM WITH UNDERLAIN CONCRETE SLAB AND ANY INCIDENTAL MATERIALS TO THE TOP OF UNDERLYING SOIL, CURBS AND DRIVEWAYS. RE: CIVIL FOR ADDITIONAL INFORMATION.

D2

SALVAGE AND TURN OVER TO OWNER ALL EXISTING PALM TREES IN NEUTRAL GROUND. DEMO AND REMOVE ALL OTHER TREE SPECIES, SHRUBS & PLANTINGS; RE: CIVIL & LANDSCAPING DRAWINGS FOR ADDITIONAL INFORMATION.

D6

SALVAGE AND TURN OVER TO OWNER ALL EXISTING ROADWAY & WAYFINDING SIGNAGE WITHIN THE AREAS INDICATED TO BE DEMOLISHED. SALVAGE AND TURN OVER TO OWNER EXISTING SURFACE MOUNTED TRASH RECEPTACLES, BENCHES, PLANTERS AND NEWSPAPER STANDS INCLUDING ANY RELATED CONCRETE PADS. DEMO EXISTING GALVANIZED STEEL SWING GATES, POSTS AND RELATED FOOTINGS. EXISTING TRAFFIC LIGHT TO BE REMOVED; RE: CIVIL DRAWINGS FOR ADDTIONAL. EXISTING STREET LIGHT TO BE REMOVED; RE: CIVIL DRAWINGS FOR ADDITIONAL INFORMATION.

D1

D1

D16 D9

D9

D9

D9

D9

D9

D9

D9

D9

D1 D9

D9 D9 D9

D1

D16

D16

D9 D24 D1 D24

D16

D6 D9

D9

D25

D6

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

MCCNO - HALL I-1

KEYNOTES - DEMOLITION

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

STA: 53+85

STA: 48+85

MCCNO - HALL I-2

D6

CONVENTION CENTER BLVD. D6

D1 D6

D2

D2

D2

D25

D25

D2

D1

D2

NEW ORLEANS, LOUISIANA

D2

LINEAR PARK

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

D1

DATE

ISSUED FOR

11/18/16

REVIEW SET

11/30/16

SFM REVIEW SET

01/31/17

PRICING SET

DATE

REVISION

ISSUED FOR

ZONE 10

ZONE 9

1. 2.

3.

4.

5.

6.

DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS PRIOR TO STARTING WORK. IN THE EVENT OF DISCREPANCY, NOTIFY THE ARCHITECT AND OBTAIN RESOLUTION PRIOR TO PROCEEDING. NOTIFY THE ARCHITECT OF ANY AND ALL DISCREPANCIES BETWEEN EXISTING CONDITIONS AND CONTRACT DOCUMENTS BEFORE PROCEEDING WITH THAT PORTION OF THE WORK. FAILURE TO NOTIFY THE ARCHITECT SHALL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY TO PERFORM THE WORK AS INTENDED IN THE CONSTRUCTION DOCUMENTS. EXISTING COMPONENTS ARE TO REMAIN UNLESS OTHERWISE INDICATED. CONTRACTOR SHALL PROTECT ALL EXISTING COMPONENTS TO REMAIN DURING DEMOLITION AND REPAIR OR REPLACE ANY ITEMS DAMAGED DURING EXECUTION AT THE CONTRACTORS SOLE EXPENSE. ITEMS SHOWN DASHED ON PLANS INDICATE EXISTING STRUCTURES TO BE DEMOLISHED AND REMOVED OFF PREMISES UNLESS SPECIFCALLY NOTED TO BE SALVAGED. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER THE LABELING, TRANSFER AND STORAGE OF ANY ITEMS TO BE SALVAGED. CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES PRIOR TO PERFORMING WORK. REFER TO CIVIL DRAWINGS FOR ENTIRE SCOPE OF WORK RELATING TO REMOVAL AND/OR RELOCATION OF EXISTING UNDERGROUND AND ABOVE GROUND UTILITIES. REFER TO CIVIL DRAWINGS FOR ENTIRE SCOPE OF WORK RELATING TO REMOVAL AND/OR RELOCATION OF EXISTING TRAFFIC SIGNALS.

DRAWING LEGEND SITE DEMO PLAN - PARTIAL ZONE 9

1 A2.32 AD2.09 1" = 20'-0" 3/16/2017 6:27:38 PM

ZONE 9

GENERAL NOTES - DEMOLITION ZONE 8

C:\Users\sdardant\Documents\N14023_MCCNO LINEAR PARK_CENTRAL_2016_sdardant.rvt

D2

EXISTING CONSTRUCTION TO REMAIN N EXISTING CONSTRUCTION TO BE DEMOLISHED

PROJECT NO.

N14023/14027

DRAWN BY

Author

CHECKED BY

Checker

DRAWING TITLE

SITE DEMO PLAN PARTIAL - ZONE 9

SHEET NO.

AD2.09

D1

1. DIMENSIONS SHOWN AT EXISTING CONDITIONS ARE PLUS OR MINUS AND SHOULD BE VERIFIED, IF NECESSARY, ON THE PROJECT SITE. 2. NOTIFY THE ARCHITECT OF ANY AND ALL DISCPREPENCIES BETWEEN EXISTING CONDITIONS AND CONTRACT DOCUMENTS BEFORE PROCEEDING WITH THAT PORTION OF THE WORK. FAILURE TO NOTIFY THE ARCHITECT SHALL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY TO PERFORM THE WORK AS INTENDED IN THE CONSTRUCTION DOCUMENTS. 3. EXISTING COMPONENTS ARE TO REMAIN UNLESS OTHERWISE INDICATED. PROTECT ALL EXISTING COMPONENTS TO REMAIN DURING DEMOLITION AND REPAIR OR REPLCE ANY ITEMS DAMAGED DURING EXECUTION AT THE CONTRACTORS SOLE EXPENSE. 4. UNLESS OTHERWISE INDICATED, DIMENSIONS ARE FACE TO FACE OF FINISH SURFACES. 5. SPRINKLER HEADS ASSOCIATED WITH DEMOLISHED CEILING AREA TO BE CAREFULLY REMOVED WHILE EXISTING SPRINKLER SYSTEM PIPES ARE TO REMAIN. NEW SPRINKLER HEADS (DIV 22) TO BE RELOCATED PER NEW CEILING GRID LAYOUT, CENTERED ON METAL PANELS UNLESS OTHERWISE INDICATED. SEE FIRE PROTECTION DRAWING SERIES.

DEMOLISH EXISTING SUSPENDED METAL BAFFLE CEILING SYSTEM INCLUDING ASSOCIATED FRAMING SUSPENSION SYSTEM. REMOVE LIGHT FIXTURES & ASSOCIATED ELECTRICAL COMPONENTS BACK TO NEAREST SUB-PANEL (REF. ELECTRICAL). REMOVE EXISTING SPRINKLER HEADS ASSOCIATED WITH DEMOLISHED CEILING AREA. HEADS TO BE RELOCATED ON NEW GRID - EXISTING PIPES TO REMAIN. SEE FIRE PROTECTION DRAWING SERIES FOR NEW HEAD LOCATIONS. DEMOLISH HANGING SIGNAGE AND ASSOCIATED FRAMING STRUCTURE. REMOVE EXISTING LIGHT FIXTURES, ILLUMINATED SIGNAGE & ASSOCIATED ELECTRICAL COMPONENTS AND WIRING BACK TO NEAREST SUB-PANEL. DEMOLISH TICKET WINDOW STOREFRONT SYSTEM AND ADJACENT EXISTING WALL IN ORDER TO PROVIDE NEW WORK. REF. SHEET A3.20 FOR EXTENTS AND FINISH DIRECTION. EXISTING FIRE ALARM / FIRE SUPPRESSION DEVICES TO REMAIN. DEMOLISH EXISTING SUSPENDED CEILING SYSTEM INCLUDING ASSOCIATED FRAMING SUSPENSION SYSTEM. REMOVE LIGHT FIXTURES & ASSOCIATED ELECTRICAL COMPONENTS BACK TO NEAREST SUB-PANEL. EXISTING STEEL TRUSS FRAMING AND GLASS CANOPY TO REMAIN. EXISTING TO REMAIN. DEMOLISH EXISTING INTERIOR CEILING SYSTEM INCLUDING ASSOCIATED FRAMING SYSTEM. REMOVE LIGHT FIXTURES & ASSOCIATED ELECTRICAL COMPONENTS BACK TO NEAREST SUB-PANEL. DEMOLISH EXISTING STOREFRONT. DEMOLISH EXISTING INTERIOR TILE TO LINE OF NEW STOREFRONT. DEMLOISH INTERIOR WALL.

D2

D3 D4

D5

D8 D9

SECOND FLOOR EL. 30'-4 3/4"

D10 D12 D13 D12

D16

D13

D14 D15 D16

D14

D14 D12

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

GENERAL NOTES

CLARIFICATION OF RENOVATION GRAPHICS (UNLESS OTHERWISE INDICATED) EXISTING WALLS, PARTITIONS, COLUMNS, FIXTURES, EQUIPMENT, ETC. TO REMAIN. NEW WALLS, PARTITIONS, COLUMNS, FIXTURES, EQUIPMENT, ETC. EXISTING WALLS, PARTITIONS, COLUMNS, FIXTURES, EQUIPMENT, ETC. TO BE REMOVED. EXISTING FIXTURES, EQUIPMENT, ETC. TO BE REMOVED AND RELOCATED. EXISTING FIXTURES, EQUIPMENT, ETC. TO BE RELOCATED FROM ITS PREVIOUS LOCATION. EXISTING SURFACES TO BE DEMOLISHED. EXISTING RECESSED DOWNLIGHT TO BE REMOVED (REF. ELECTRICAL).

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

CLARIFICATION OF REFERENCE DESIGNATIONS

EXISTING SPRINKLER HEAD TO BE REMOVED (REF. FIRE PROTECTION SCOPE).

D5 D8

D2

D4

D9 D1

D9 D8 D4

D4 +/- 32' - 2"

D8

D5

D1

+/- 4' - 0"

D15

6 ST. JOSEPH AD2.20 AD2.20 3/16" = 1'-0"

PORCH - NORTH ELEVATION - DEMO 5 VIEW - ST. AD2.20 Not To Scale

JOSEPH PORCH DEMOLITION PHOTO

30' - 0"

30' - 0"

5' - 0"

3 VIEW ST. AD2.20 Not To Scale

JOSEPH PORCH DEMOLITION PHOTO

30' - 0"

30' - 0"

30' - 0"

30' - 0"

JOSEPH PORCH DEMOLITION PHOTO

30' - 0"

30' - 0"

30' - 0"

4 VIEW - ST. AD2.20 Not To Scale

30' - 0"

30' - 0"

D16

+/- 14' - 8"

G.f

+/- 56' - 9 1/2"

G.g

+/32 '-2

"

7' - 11"

G.c +/-

5 / AD2.20

D13

D1

D1

D4

4 / AD2.20

D4

D1

D4 +/- 34' - 2 1/2"

D5 3 / AD2.20 OPEN TO ABOVE

6 AD2.20

NEW ORLEANS, LOUISIANA

8' - 4"

LINEAR PARK

FIRST FLOOR EL. 0"

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

+/- 3' - 0"

D3

DATE

ISSUED FOR

11/18/2016

REVIEW SET

11/30/2016

SFM REVIEW SET

01/31/2017

PRICING SET

03/15/2017

PERMIT SET

G.k

WWW D4

D4

4

4.1

3.7

4.3

D4

5

4.7

6

D10

7

6.7

6.3

D10

7.3

30' - 0"

5' - 0"

30' - 0"

30' - 0"

30' - 0"

210'-5"

G.c G.g

C1-16

C1-15

C1-14

C1-13

C1-12

C1-11

C1-10

C1-9

C1-8

C1-7

C1-6

C1-5

C1-4

C1-3

M +/-

C1-2

TE I IS I S OF LO U I T T ER E D A RCH

A G RE

C1-17

ST

C1-18

J. R I P P K L R A REG. NO. 3454

E

34' - 2 1/2"

D4

A EC NA T

7' - 11"

D2

+/-

D1

D1

+/-

14' - 8"

G.f

+/-

5'-7"

D1

G.k

G.k

D10

D10

D10

7.3 3.3

6.3

3.7 4

4.1

4.3

4.7

5

6.7

7.7

7

8

8.3

6

REFLECTED CEILING PLAN - DEMOLITION - ST. JOSEPH PORCH MEZZANINE

1 AD2.20 1/16" = 1'-0"

PROJECT NO.

N14023/14027

DRAWN BY

GIBBONS

CHECKED BY

EDR

DRAWING TITLE

8.7

N

C:\PROJECTS\RVT2016\14027 - Linear Park\14027_ARCH_R16_Local-AVD.rvt

ISSUED FOR

+/- 333'-11" 59'-8"

3/15/2017 4:57:46 PM

REVISION

30' - 0"

30' - 0"

30' - 0"

5' - 0"

DATE

30' - 0"

30' - 0"

30' - 0"

8.3

CEILING PLAN - DEMOLITION - ST. JOSEPH PORCH

30' - 0" 25' - 0"

8

8.7 2 REFLECTED AD2.20 1/16" = 1'-0"

30' - 0"

D4

7.7

56' - 9 1/2"

3.3

D10

REFLECTED CEILING PLAN - DEMOLITION - ST. JOSEPH PORCH SHEET NO.

AD2.20

CLARIFICATION OF RENOVATION GRAPHICS (UNLESS OTHERWISE INDICATED)

DEMOLISH EXISTING SUSPENDED METAL BAFFLE CEILING SYSTEM INCLUDING ASSOCIATED FRAMING SUSPENSION SYSTEM. REMOVE LIGHT FIXTURES & ASSOCIATED ELECTRICAL COMPONENTS BACK TO NEAREST SUB-PANEL (REF. ELECTRICAL). REMOVE EXISTING SPRINKLER HEADS ASSOCIATED WITH DEMOLISHED CEILING AREA. HEADS TO BE RELOCATED ON NEW GRID - EXISTING PIPES TO REMAIN. SEE FIRE PROTECTION DRAWING SERIES FOR NEW HEAD LOCATIONS. DEMOLISH HANGING SIGNAGE AND ASSOCIATED FRAMING STRUCTURE. REMOVE EXISTING LIGHT FIXTURES, ILLUMINATED SIGNAGE & ASSOCIATED ELECTRICAL COMPONENTS AND WIRING BACK TO NEAREST SUB-PANEL. FIRE ALARM DEVICES TO BE SALVAGED AND RELOCATED. EXISTING STEEL TRUSS FRAMING AND GLASS CANOPY TO REMAIN. PREPARE EXISTING WALL FOR PAINT (DIV 9).

D2

D3 D4

D7 D10 D11

EXISTING WALLS, PARTITIONS, COLUMNS, FIXTURES, EQUIPMENT, ETC. TO REMAIN. NEW WALLS, PARTITIONS, COLUMNS, FIXTURES, EQUIPMENT, ETC. EXISTING WALLS, PARTITIONS, COLUMNS, FIXTURES, EQUIPMENT, ETC. TO BE REMOVED.

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

D1 1. DIMENSIONS SHOWN AT EXISTING CONDITIONS ARE PLUS OR MINUS AND SHOULD BE VERIFIED, IF NECESSARY, ON THE PROJECT SITE. 2. NOTIFY THE ARCHITECT OF ANY AND ALL DISCPREPENCIES BETWEEN EXISTING CONDITIONS AND CONTRACT DOCUMENTS BEFORE PROCEEDING WITH THAT PORTION OF THE WORK. FAILURE TO NOTIFY THE ARCHITECT SHALL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY TO PERFORM THE WORK AS INTENDED IN THE CONSTRUCTION DOCUMENTS. 3. EXISTING COMPONENTS ARE TO REMAIN UNLESS OTHERWISE INDICATED. PROTECT ALL EXISTING COMPONENTS TO REMAIN DURING DEMOLITION AND REPAIR OR REPLCE ANY ITEMS DAMAGED DURING EXECUTION AT THE CONTRACTORS SOLE EXPENSE. 4. UNLESS OTHERWISE INDICATED, DIMENSIONS ARE FACE TO FACE OF FINISH SURFACES. 5. SPRINKLER HEADS ASSOCIATED WITH DEMOLISHED CEILING AREA TO BE CAREFULLY REMOVED WHILE EXISTING SPRINKLER SYSTEM PIPES ARE TO REMAIN. NEW SPRINKLER HEADS (DIV 22) TO BE RELOCATED PER NEW CEILING GRID LAYOUT, CENTERED ON METAL PANELS UNLESS OTHERWISE INDICATED. SEE FIRE PROTECTION DRAWING SERIES.

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

CLARIFICATION OF REFERENCE DESIGNATIONS

GENERAL NOTES

EXISTING FIXTURES, EQUIPMENT, ETC. TO BE REMOVED AND RELOCATED. EXISTING FIXTURES, EQUIPMENT, ETC. TO BE RELOCATED FROM ITS PREVIOUS LOCATION. EXISTING SURFACES TO BE DEMOLISHED. EXISTING RECESSED DOWNLIGHT TO BE REMOVED (REF. ELECTRICAL).

D2

D10

D1

D10 D1

D2

D4 D2 D11

D1 D2

NEW ORLEANS, LOUISIANA

D3

LINEAR PARK

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

EXISTING SPRINKLER HEAD TO BE REMOVED (REF. FIRE PROTECTION SCOPE).

D1 D1 D7 D4

D1

D4

DATE

ISSUED FOR

11/18/2016

REVIEW SET

11/30/2016

SFM REVIEW SET

01/31/2017

PRICING SET

03/15/2017

PERMIT SET

D3

D11

D3

3 HERITAGE AD2.21 Not To Scale

PARK PORCH DEMOLITION PHOTO

2 HERITAGE AD2.21 Not To Scale

PARK PORCH DEMOLITION PHOTO DATE

REVISION

ISSUED FOR

H.E D1

D1

D1

D1

D1

17'

D1

8'

G.M

10' 9'

+/- 75'

HP

D4

H.Q 2 / AD2.21 15'

D2 3 / AD2.21

J. R I P P K L R A REG. NO. 3454

11'

E

M

H.W

D10

30'

15.7

15'

16

10'

16.25

10'

16.27

10'

16.4

D10

40'

16.47

A EC NA T

A G RE

TE I IS I S OF LO U I T T ER E D A RCH

JJ D10

6'

H.Y ST

C:\PROJECTS\RVT2016\14027 - Linear Park\14027_ARCH_R16_Local-AVD.rvt

H.M

10'

16.9

25'

17.1

15'

17.3

10'

17.4

10'

17.5

10'

17.73

20'

17.75

20'

19

10'

19.2

15'

19.3

30'

19.5

10'

19.8

5'

19.9

15'

20

30'

20.2

C1-B

30'

20.5

15'

20.8

15'

21

20'

21.15

46'

21.4

21.95

+/- 476'

PROJECT NO.

N14023/14027

DRAWN BY

GIBBONS

CHECKED BY

Checker

3/15/2017 4:57:52 PM

DRAWING TITLE

1 REFLECTED (A4.55) AD2.21 1/16" = 1'-0"

CEILING PLAN - DEMOLITION - HERITAGE PARK PORCH

REFLECTED CEILING PLAN - DEMOLITION - HERITAGE PARK PORCH SHEET NO.

AD2.21

RE: SHEET A2.02

RE: SHEET A2.03

RE: SHEET A2.04

2. AREA OF WORK

POYD RA STRE S ET

EXTENT OF NEW RAODWAY

PB

29+00

28+00

ZONE 5

ZONE 4

JULIA

ST.

24+00

ZONE 4

ZONE 3

GIRO

ZONE 3

23+00

22+00

NOT RE D AME ST.

21+00

D ST .

20+00

18+00

17+00

ZONE 2

ZONE 1

ONLY

ZONE 2

12+00

15+00

16+00

14+00

13+00

D. CONVENTION CENTER BLV

19+00

26+00

27+00

25+00

PB

11+00

10+00

POY DRAS ST.

PB

FULTON ST.

SITE PLAN - POYDRAS ST. TO JULIA ST.

1 A2.32 A1.00

N

1" = 100'-0"

RE: SHEET A2.04

RE: SHEET A2.05

RE: SHEET A2.06

RE: SHEET A2.07

RE: SHEET A2.08

RE: SHEET A2.09

MCCNO - HALL B-2

STA: 33+85

MCCNO - HALL B-1

MCCNO - HALL C

MCCNO - HALL D

MCCNO - HALL I-2

RE: CIVIL FOR TRAFFIC IMPROVMENT SCOPE MCCNO - HALL J

MCCNO - HALL G . SON ST HENDER

MCCNO - HALL A

MCCNO - HALL F

EXTENT OF NEW ROADWAY

MCCNO - HALL I-1

ZONE 10 RE: SHEET A2.10

STA: 53+85

ZONE 9

STA: 48+85

ZONE 8

STA: 43+85

ZONE 7

STA: 38+85

ZONE 6

STA: 28+85

ZONE 5

STA: 23+85

ZONE 4

MCCNO - HALL E

DATE

ISSUED FOR

11/18/16

REVIEW SET

11/30/16

SFM REVIEW SET

01/31/17

PRICING SET

DATE

REVISION

59+00

58+00

56+00

55+00

53+00

57+00

54+00

52+00

ISSUED FOR

ZONE 10

ZONE 9

ZONE 9

ZONE 8

ZONE 8

ZONE 7

ZONE 7

ZONE 6

ST . TR IA NG LE

S ST. ANDR EW H IGGIN

CALLIOPE ST.

CALLIOPE ST.

42+00 41+00 40+00

38+00

36+00

34+00

ZONE 6

ZONE 5

S. DI AMO ND S T.

N. DI AMO ND S T.

32+00

EPH ST. ST. J OS

ZONE 5

ZONE 4

35+00

33+00

31+00 30+00

29+00

28+00

27+00

26+00

25+00

ST.

24+00

JULIA

CHASE URCHILL

ZONE 4

JOHN CH

ZONE 3

IE ST. GAIENN

D. CONVENTION CENTER BLV

37+00

PB PB

51+00

CALLIOPE ST.

49+00

48+00 47+00 46+00

XFMR

PB

43+00

44+00

45+00

PB

50+00

PB

AREA OR WORK

NEW ORLEANS, LOUISIANA

DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS PRIOR TO STARTING WORK. IN THE EVENT OF DISCREPANCY, NOTIFY THE ARCHITECT AND OBTAIN RESOLUTION PRIOR TO PROCEEDING. NOTIFY THE ARCHITECT OF ANY AND ALL DISCREPANCIES BETWEEN EXISTING CONDITIONS AND CONTRACT DOCUMENTS BEFORE PROCEEDING WITH THAT PORTION OF THE WORK. FAILURE TO NOTIFY THE ARCHITECT SHALL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY TO PERFORM THE WORK AS INTENDED IN THE CONSTRUCTION DOCUMENTS.

LINEAR PARK

1.

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

STA: 18+85

GENERAL NOTES - NEW CONSTRUCTION MCCNO - HALL A

HILTON NEW ORLEANS RIVERSIDE

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM ZONE 4

STA: 28+85

ZONE 3

STA: 23+85

ZONE 2

STA: 13+85

ZONE 1 RE: SHEET A2.01

C:\Users\sdardant\Documents\N14023_MCCNO LINEAR PARK_CENTRAL_2016_sdardant.rvt

T. ETERS S SOUTH P

2 A2.32 A1.00

SITE PLAN - JULIA ST. TO HENDERSON ST.

N

1" = 100'-0"

PROJECT NO.

N14023/14027

DRAWN BY

Author

CHECKED BY

Checker

3/16/2017 6:21:43 PM

DRAWING TITLE

DRAWING LEGEND

SITE PLAN OVERALL

EXISTING CONSTRUCTION TO REMAIN NEW CONSTRUCTION SHEET NO.

A1.00

NC2 NC3 NC4 NC5 NC6 NC7 NC8 NC9

NC14 NC26 NC34 NC39 NC47

STA: 28+85

STA: 23+85

NC12

NC49 NC51

CONCRETE PAVER SYSTEM; RE: TO LANDSCAPE & CIVIL DRAWINGS FOR ADDITIONAL INFORMATION STREET LIGHT FIXTURE;RE: ELECTRICAL/LIGHTING DRAWINGS FOR ADDITIONAL INFORMATION PEDESTRIAN LIGHT FIXTURE;RE: ELECTRICAL/LIGHTING DRAWINGS FOR ADDITIONAL INFORMATION ROADWAY PAVING; RE: CIVIL DRAWINGS FOR ADDITIONAL INFORMATION NOT USED CONCRETE CURB; RE: CIVIL DRAWINGS FOR ADDITIONAL INFORMATION ROADWAY STRIPING, ARROWS, CROSSWALKS, STOP BARS; RE: CIVIL DRAWINGS FOR ADDITIONAL INFORMATION PLANTING AREA; RE: TO LANDSCAPE & CIVIL DRAWINGS FOR ADDITIONAL INFORMATION EXISTING ELECTRICAL TRANSMISSION POLE TO REMAIN; RE: CIVIL DRAWINGS FOR ADDITIONAL INFORMATION GREEN WALL STRUCTURE; RE: STRUCTURAL FOR ADDITIONAL INFORMATION. AREA DRAIN; REFER TO CIVIL NOT USED NEW ART SCULPTURE; N.I.C. SIGNAGE; REFER TO DETAILS FOR ADDTIONAL INFORMATION TRAFFIC SIGNAL; REFER TO CIVIL FOR ADDTIONAL INFORMATION HYDRANT; REFER TO CIVIL FOR ADDTIONAL INFORMATION CATENARY LIGHT POLES; SEE STRUCTURAL FOR ADDITIONAL INFORMATION

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

NC1

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

KEYNOTES - NEW CONSTRUCTION

3

3

A2.34

A2.34 NC9

71'-10"

A2.32

SURVEY BASEPOINT NC8 NC9 NC14

4'-0"

NC39

NC51 NC26 NC3

NC14

NC51

NC8

NC51

21' - 10"

8'-0"

" 4'-0" 0" 10'-0 "4'-0" 4'0 '"6 0 '4 4'-0" " 0 2'-

NC12

NC51

NC14

NC34

NC34 NC8 NC3

4'-0"

NC49 NC2

NC47

NC7

4'-0"

6'-0"

2'-0" 4'-0"

NC14

NC51

4'-0"

1 A2.22

38' - 3"

6'-0"

2' - 1"

NC2

NC14

35' - 1"

1

NC4

NEW ORLEANS, LOUISIANA

66'-0"

LINEAR PARK

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

MCCNO - HALL A

NC47

JULI A ST REE T

PWL 4.1

29+00

PWL 4.2

24+00

NC47

D. LV B R E T N E C N IO T N E V N O C 28+00

SURVEY BASELINE

27+00

90 °

26+00

NC7

25+00

90 °

DATE

ISSUED FOR

11/18/16

REVIEW SET

11/30/16

SFM REVIEW SET

01/31/17

PRICING SET

DATE

REVISION

ISSUED FOR

179'-11 1/2"

305' - 8"

C:\Users\sdardant\Documents\N14023_MCCNO LINEAR PARK_CENTRAL_2016_sdardant.rvt

14'-9 3/4"

ZONE 5

ZONE 4

ZONE 4

ZONE 3

GENERAL NOTES - NEW CONSTRUCTION 1. 2.

DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS PRIOR TO STARTING WORK. IN THE EVENT OF DISCREPANCY, NOTIFY THE ARCHITECT AND OBTAIN RESOLUTION PRIOR TO PROCEEDING. NOTIFY THE ARCHITECT OF ANY AND ALL DISCREPANCIES BETWEEN EXISTING CONDITIONS AND CONTRACT DOCUMENTS BEFORE PROCEEDING WITH THAT PORTION OF THE WORK. FAILURE TO NOTIFY THE ARCHITECT SHALL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY TO PERFORM THE WORK AS INTENDED IN THE CONSTRUCTION DOCUMENTS.

DRAWING LEGEND EXISTING CONSTRUCTION TO REMAIN

3/16/2017 6:22:02 PM

NEW CONSTRUCTION

1 A2.32 A2.04

PROJECT NO.

N14023/14027

DRAWN BY

Author

CHECKED BY

Checker

DRAWING TITLE

SITE PLAN - PARTIAL - ZONE 4

SITE PLAN - PARTIAL ZONE 4 1" = 20'-0" SHEET NO.

A2.04

NC3 NC4 NC6 NC7 NC8

NC12

STA: 33+85

STA: 28+85

NC9

NC14 NC28 NC29 NC39 NC43 NC44 NC46 NC47 NC49 NC50 NC51

STREET LIGHT FIXTURE;RE: ELECTRICAL/LIGHTING DRAWINGS FOR ADDITIONAL INFORMATION PEDESTRIAN LIGHT FIXTURE;RE: ELECTRICAL/LIGHTING DRAWINGS FOR ADDITIONAL INFORMATION ROADWAY PAVING; RE: CIVIL DRAWINGS FOR ADDITIONAL INFORMATION CONCRETE CURB; RE: CIVIL DRAWINGS FOR ADDITIONAL INFORMATION ROADWAY STRIPING, ARROWS, CROSSWALKS, STOP BARS; RE: CIVIL DRAWINGS FOR ADDITIONAL INFORMATION PLANTING AREA; RE: TO LANDSCAPE & CIVIL DRAWINGS FOR ADDITIONAL INFORMATION EXISTING ELECTRICAL TRANSMISSION POLE TO REMAIN; RE: CIVIL DRAWINGS FOR ADDITIONAL INFORMATION GREEN WALL STRUCTURE; RE: STRUCTURAL FOR ADDITIONAL INFORMATION. AREA DRAIN; REFER TO CIVIL CONCRETE PAVER SYSTEM SLOPED TO MOVING WALKWAY; RE: TO LANDSCAPE & CIVIL FOR ADDITIONAL INFORMATION MOVING WALKWAY; RE: TO DETAILS AND STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION SIGNAGE; REFER TO DETAILS FOR ADDTIONAL INFORMATION TREE UPLIGHTING; RE: ELECTRICAL/LIGHTING DRAWINGS FOR ADDTIONAL INFORMATION ELECTRICAL PULLBOX; RE: ELECTRICAL DRAWINGS FOR ADDTIONAL INFORMATION POWER/LIGHTING PANEL; RE: LIGHTING DRAWINGS FOR ADDITIONAL INFORMATION TRAFFIC SIGNAL; REFER TO CIVIL FOR ADDTIONAL INFORMATION HYDRANT; REFER TO CIVIL FOR ADDTIONAL INFORMATION BIOSWALE; REFER TO LANDSCAPE FOR ADDTIONAL INFORMATION CATENARY LIGHT POLES; SEE STRUCTURAL FOR ADDITIONAL INFORMATION

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

NC2

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

KEYNOTES - NEW CONSTRUCTION

MCCNO - HALL B-2 MCCNO - HALL B-1

15'-1"

102'-0"

1 A2.25

2 A2.25

1

NC6

2

7

A5.12 6 A2.35

SIM.

UP

NC29

EQ. SPACE 60" MAX O.C.

EQ. SPACE 60" MAX O.C.

1 A2.26

A2.35

1 A2.32 CATENARY LIGHT POLES

NC3

12'-0"

1 A2.22

NC9

21' - 0" 3' - 0"

NC50

27' - 0"

15' - 0" 9' - 0"

30' - 0"

30' - 0"

27' - 0"

36' - 0"

0" 12' - 0" 15' - 0" 9' - 0" 12' -

NC14

NC50

NC3

NC12

2'-1"

NC14

7 NC2

3 A2.22

NC4

A2.32

34+00 131'-3 7/8"

NC9

11/18/16

REVIEW SET

11/30/16

SFM REVIEW SET

01/31/17

PRICING SET

DATE

REVISION

SOU TH D IAMO ND S TREE T

ISSUED FOR

ZONE 6

ZONE 5

ZONE 5

ZONE 4

GENERAL NOTES - NEW CONSTRUCTION 1. 2.

DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS PRIOR TO STARTING WORK. IN THE EVENT OF DISCREPANCY, NOTIFY THE ARCHITECT AND OBTAIN RESOLUTION PRIOR TO PROCEEDING. NOTIFY THE ARCHITECT OF ANY AND ALL DISCREPANCIES BETWEEN EXISTING CONDITIONS AND CONTRACT DOCUMENTS BEFORE PROCEEDING WITH THAT PORTION OF THE WORK. FAILURE TO NOTIFY THE ARCHITECT SHALL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY TO PERFORM THE WORK AS INTENDED IN THE CONSTRUCTION DOCUMENTS.

FULTON STREET. DRAWING LEGEND EXISTING CONSTRUCTION TO REMAIN NEW CONSTRUCTION

3/16/2017 6:22:08 PM

ISSUED FOR

NC49

PWL 5.2

PWL 5.1

DATE

NC47

SAIN T JO SEPH STRE ET

NC9

141'-6 5/8"

NC47

32+00

30+00

NC49

90 °

31+00

38'-3"

2 A2.22

89 .9 °

D. V L B R E T N E C N IO T N E V N O C SURVEY BASELINE

NC7

NC47

33+00

NC47 NC2

29+00

NC14 NC14

NC8

NC51

C:\Users\sdardant\Documents\N14023_MCCNO LINEAR PARK_CENTRAL_2016_sdardant.rvt

NC39 NC3

NC39 NC14

NC51

15' - 0"

NC14

NC12

NEW ORLEANS, LOUISIANA

WATER FEATURE PUMP ROOM

LINEAR PARK

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

A3.01

1 A2.32 A2.05

PROJECT NO.

N14023/14027

DRAWN BY

Author

CHECKED BY

Checker

DRAWING TITLE

SITE PLAN - PARTIAL - ZONE 5

SITE PLAN - PARTIAL ZONE 5 1" = 20'-0"

SHEET NO.

A2.05

NC2 NC3 NC4

STA: 38+85

STA: 33+85

NC6 NC7 NC8 NC12 NC14 NC19 NC30 NC34 NC36 NC39 NC44 NC45 NC50 NC51

CONCRETE PAVER SYSTEM; RE: TO LANDSCAPE & CIVIL DRAWINGS FOR ADDITIONAL INFORMATION STREET LIGHT FIXTURE;RE: ELECTRICAL/LIGHTING DRAWINGS FOR ADDITIONAL INFORMATION PEDESTRIAN LIGHT FIXTURE;RE: ELECTRICAL/LIGHTING DRAWINGS FOR ADDITIONAL INFORMATION ROADWAY PAVING; RE: CIVIL DRAWINGS FOR ADDITIONAL INFORMATION CONCRETE CURB; RE: CIVIL DRAWINGS FOR ADDITIONAL INFORMATION ROADWAY STRIPING, ARROWS, CROSSWALKS, STOP BARS; RE: CIVIL DRAWINGS FOR ADDITIONAL INFORMATION PLANTING AREA; RE: TO LANDSCAPE & CIVIL DRAWINGS FOR ADDITIONAL INFORMATION GREEN WALL STRUCTURE; RE: STRUCTURAL FOR ADDITIONAL INFORMATION. AREA DRAIN; REFER TO CIVIL SIX-WAY FIRE DEPARTMENT INLET CONNECTION OVERHEAD LIGHT FIXTURE;RE: ELECTRICAL/LIGHTING FOR ADDITIONAL INFORMATION NEW ART SCULPTURE; N.I.C. TRELLIS POWDER COATED STEEL FRAME SUPPORT; REFER TO A5.60 SIGNAGE; REFER TO DETAILS FOR ADDTIONAL INFORMATION ELECTRICAL PULLBOX; RE: ELECTRICAL DRAWINGS FOR ADDTIONAL INFORMATION POST INDICATOR VALVE RELOCATED; RE: FIRE PROTECTION DRAWINGS BIOSWALE; REFER TO LANDSCAPE FOR ADDTIONAL INFORMATION CATENARY LIGHT POLES; SEE STRUCTURAL FOR ADDITIONAL INFORMATION

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

NC1

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

KEYNOTES - NEW CONSTRUCTION

MCCNO - HALL D MCCNO - HALL C

5

Sim

A2.33

A2.33 ADD ALTERNATE 150'x15' WATER FOUNTAIN NC14 UP

NC14

NC30 2 A2.23

1 NC12

A2.32

NC14

NC14 NC14

7

NC39

NC50

NC51

NC51

A2.31 NC3

NC14

NC51

1 A2.23

NC51

NC51 NC51

NC2

NC51

NC8 NC8

NC34 NC34

38'-2"

NC7

35+00

90 °

. D V L B R E T N E C N IO T N E V CON

96 .2 °

90 °

SURVEY BASELINE

34+00

36+00

NC4

37+00

NC2 NC14

39+00

NC2

38+00

NC19 NC45

101' - 4"

NEW ORLEANS, LOUISIANA

4

Sim

LINEAR PARK

NC1

A3.01

4

A2.32

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

2

DATE

ISSUED FOR

11/18/16

REVIEW SET

11/30/16

SFM REVIEW SET

01/31/17

PRICING SET

DATE

REVISION

111' - 8"

ZONE 7

ZONE 6

ST RE ET TR IA NG LE

AND REW HIGG INS

ZONE 6

ZONE 5

C:\Users\sdardant\Documents\N14023_MCCNO LINEAR PARK_CENTRAL_2016_sdardant.rvt

PWL 6.3

EET SE STR ILL CHA HURCH JOHN C

PWL 6.2

PWL 6.1

GENERAL NOTES - NEW CONSTRUCTION 1. 2.

DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS PRIOR TO STARTING WORK. IN THE EVENT OF DISCREPANCY, NOTIFY THE ARCHITECT AND OBTAIN RESOLUTION PRIOR TO PROCEEDING. NOTIFY THE ARCHITECT OF ANY AND ALL DISCREPANCIES BETWEEN EXISTING CONDITIONS AND CONTRACT DOCUMENTS BEFORE PROCEEDING WITH THAT PORTION OF THE WORK. FAILURE TO NOTIFY THE ARCHITECT SHALL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY TO PERFORM THE WORK AS INTENDED IN THE CONSTRUCTION DOCUMENTS.

DRAWING LEGEND EXISTING CONSTRUCTION TO REMAIN

3/16/2017 6:22:15 PM

NEW CONSTRUCTION

1 A2.32 A2.06

ISSUED FOR

PROJECT NO.

N14023/14027

DRAWN BY

Author

CHECKED BY

Checker

DRAWING TITLE

SITE PLAN - PARTIAL - ZONE 6

SITE PLAN - PARTIAL ZONE 6 1" = 20'-0" SHEET NO.

A2.06

CONCRETE PAVER SYSTEM; RE: TO LANDSCAPE & CIVIL DRAWINGS FOR ADDITIONAL INFORMATION STREET LIGHT FIXTURE;RE: ELECTRICAL/LIGHTING DRAWINGS FOR ADDITIONAL INFORMATION PEDESTRIAN LIGHT FIXTURE;RE: ELECTRICAL/LIGHTING DRAWINGS FOR ADDITIONAL INFORMATION ROADWAY PAVING; RE: CIVIL DRAWINGS FOR ADDITIONAL INFORMATION NOT USED CONCRETE CURB; RE: CIVIL DRAWINGS FOR ADDITIONAL INFORMATION ROADWAY STRIPING, ARROWS, CROSSWALKS, STOP BARS; RE: CIVIL DRAWINGS FOR ADDITIONAL INFORMATION EXISTING ELECTRICAL TRANSMISSION POLE TO REMAIN; RE: CIVIL DRAWINGS FOR ADDITIONAL INFORMATION AREA DRAIN; REFER TO CIVIL CONCRETE PAVER SYSTEM SLOPED TO MOVING WALKWAY; RE: TO LANDSCAPE & CIVIL FOR ADDITIONAL INFORMATION MOVING WALKWAY; RE: TO DETAILS AND STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION OVERHEAD LIGHT FIXTURE;RE: ELECTRICAL/LIGHTING FOR ADDITIONAL INFORMATION NOT USED NEW ART SCULPTURE; N.I.C. IN GROUND UPLIGHT; REFER TO ELECTRICAL FOR ADDTIONAL INFORMATION SIGNAGE; REFER TO DETAILS FOR ADDTIONAL INFORMATION EXISTING UTILITY STRUCTURE TO REMAIN, RE: CIVIL ELECTRICAL PULLBOX; RE: ELECTRICAL DRAWINGS FOR ADDTIONAL INFORMATION POWER/LIGHTING PANEL; RE: LIGHTING DRAWINGS FOR ADDITIONAL INFORMATION TRAFFIC SIGNAL; REFER TO CIVIL FOR ADDTIONAL INFORMATION HYDRANT; REFER TO CIVIL FOR ADDTIONAL INFORMATION

NC2 NC3

STA: 43+85

STA: 38+85

NC4

99'-0"

NC5 NC6 NC7 NC9 NC14 NC28 NC29 NC30

MCCNO - HALL E 231'-0"

NC32 NC34 NC35

MCCNO - HALL F

NC39 NC41 NC44

3 A3.01

NC46

85'-6"

NC47 NC49

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

NC1

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

KEYNOTES - NEW CONSTRUCTION

46'-10"

12'-0"

NC39 NC9

NC14 2 A2.20

NC7

NC47 NC39

NC2

NC6

44+00

48'-9"

NC35

NC29

NC14 NC1 NC9 12'-0"

NC9

NC4

41+00

42+00

PWL 7.3

.2 °

40+00

90

NC47

PWL 7.4

47'-7"

. D V L B ER T N E C ION T N E V CON

.2 °

43+00

90

NC28

89 .9°

.2 °

NC29 NC7

NC7

90

NC7

NC47

38'-3"

PWL 7.1

PWL 7.2

39+00

E BASELIN SURVEY

NEW ORLEANS, LOUISIANA

NC41 NC14

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

NC49

NC2

NC34

LINEAR PARK

2 A2.26

NC14

NC14

3 A2.26

NC41

DATE

ISSUED FOR

11/18/16

REVIEW SET

11/30/16

SFM REVIEW SET

01/31/17

PRICING SET

DATE

REVISION

C:\Users\sdardant\Documents\N14023_MCCNO LINEAR PARK_CENTRAL_2016_sdardant.rvt

T E STREE GAIENN

CALLIOPE STREET

51'-5"

ZONE 8

ZONE 7

ZONE 7

ZONE 6

GENERAL NOTES - NEW CONSTRUCTION 1. 2.

DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS PRIOR TO STARTING WORK. IN THE EVENT OF DISCREPANCY, NOTIFY THE ARCHITECT AND OBTAIN RESOLUTION PRIOR TO PROCEEDING. NOTIFY THE ARCHITECT OF ANY AND ALL DISCREPANCIES BETWEEN EXISTING CONDITIONS AND CONTRACT DOCUMENTS BEFORE PROCEEDING WITH THAT PORTION OF THE WORK. FAILURE TO NOTIFY THE ARCHITECT SHALL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY TO PERFORM THE WORK AS INTENDED IN THE CONSTRUCTION DOCUMENTS.

DRAWING LEGEND EXISTING CONSTRUCTION TO REMAIN NEW CONSTRUCTION

3/16/2017 6:22:20 PM

ISSUED FOR

1 A2.32 A2.07

PROJECT NO.

N14023/14027

DRAWN BY

Author

CHECKED BY

Checker

DRAWING TITLE

SITE PLAN - PARTIAL - ZONE 7

SITE PLAN - PARTIAL ZONE 7 1" = 20'-0" SHEET NO.

A2.07

NC3 NC4 NC6 NC7

97'-8"

NC8

117'-0"

NC9 NC11 NC14 NC28

14'-2"

NC29

139'-8"

NC39 NC41 NC46

NC41 NC41

NC47 4 A2.26

GENERAL NOTES - NEW CONSTRUCTION

12' - 0"

NC47

1. NC4

40'-10"

44+00

.2 °

NC14 90

.2 °

NC14 NC47

49+00

NC47

TRANSFORMER LOCATION NC46

NC47

E BASELIN SURVEY

NC41

NC47 NC8 90

NC1

2.

NC47

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

48'-9"

NC9

NC47

46+00

NC29

45+00

NC7

. D V L B TER N E C N TIO N E V N CO

.2 °

DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS PRIOR TO STARTING WORK. IN THE EVENT OF DISCREPANCY, NOTIFY THE ARCHITECT AND OBTAIN RESOLUTION PRIOR TO PROCEEDING. NOTIFY THE ARCHITECT OF ANY AND ALL DISCREPANCIES BETWEEN EXISTING CONDITIONS AND CONTRACT DOCUMENTS BEFORE PROCEEDING WITH THAT PORTION OF THE WORK. FAILURE TO NOTIFY THE ARCHITECT SHALL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY TO PERFORM THE WORK AS INTENDED IN THE CONSTRUCTION DOCUMENTS.

47+00

NC41

NC41

NC29

42' - 0"

NC11

90

48+00

NC2 NC41

NC49

NC7

NC8 NC39

CANOPY ABOVE

BUS QUEUEING ZONE 23 SPACES

DATE

ISSUED FOR

11/18/16

REVIEW SET

11/30/16

SFM REVIEW SET

01/31/17

PRICING SET

DATE

REVISION

BUS LOADING ZONE 3 SPACES

OVERFLOW BUS LOADING ZONE 2 SPACES

DRAWING LEGEND

A3.02

ET E R T S RS E T E P SOUTH

ISSUED FOR

EMERGENCY BY-PASS LANE

OUT-PARCEL EXCLUDED

ZONE 8

ZONE 8

ZONE 7

C:\Users\sdardant\Documents\N14023_MCCNO LINEAR PARK_CENTRAL_2016_sdardant.rvt

119'-4"

BUS LOADING ZONE 3 SPACES

1 3/16/2017 6:22:26 PM

TAXI QUEUEING LANE

ZONE 9

CALLIOPE STREET

BUS LOADING ZONE 3 SPACES

CALLIOP E STREE T

PWL 7.4

BRIDGE ABOVE

BUS LOADING ZONE 3 SPACES

A2.32 A2.08

PWL 8.3

2 PWL 8.

PWL 8.1

TAXI DROP-OFF 10 SPACES

45'-1"

1

TAXI PICK-UP 10 SPACES

NEW ORLEANS, LOUISIANA

12'-0"

NC47

NC49

LINEAR PARK

168'-0"

CONCRETE PAVER SYSTEM; RE: TO LANDSCAPE & CIVIL DRAWINGS FOR ADDITIONAL INFORMATION STREET LIGHT FIXTURE;RE: ELECTRICAL/LIGHTING DRAWINGS FOR ADDITIONAL INFORMATION PEDESTRIAN LIGHT FIXTURE;RE: ELECTRICAL/LIGHTING DRAWINGS FOR ADDITIONAL INFORMATION ROADWAY PAVING; RE: CIVIL DRAWINGS FOR ADDITIONAL INFORMATION CONCRETE CURB; RE: CIVIL DRAWINGS FOR ADDITIONAL INFORMATION ROADWAY STRIPING, ARROWS, CROSSWALKS, STOP BARS; RE: CIVIL DRAWINGS FOR ADDITIONAL INFORMATION PLANTING AREA; RE: TO LANDSCAPE & CIVIL DRAWINGS FOR ADDITIONAL INFORMATION EXISTING ELECTRICAL TRANSMISSION POLE TO REMAIN; RE: CIVIL DRAWINGS FOR ADDITIONAL INFORMATION STL. PIPE BOLLARD PAINTED SAFETY YELLOW; RE: CIVIL DRAWINGS FOR ADDITIONAL INFORMATION AREA DRAIN; REFER TO CIVIL CONCRETE PAVER SYSTEM SLOPED TO MOVING WALKWAY; RE: TO LANDSCAPE & CIVIL FOR ADDITIONAL INFORMATION MOVING WALKWAY; RE: TO DETAILS AND STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION SIGNAGE; REFER TO DETAILS FOR ADDTIONAL INFORMATION EXISTING UTILITY STRUCTURE TO REMAIN, RE: CIVIL POWER/LIGHTING PANEL; RE: LIGHTING DRAWINGS FOR ADDITIONAL INFORMATION TRAFFIC SIGNAL; REFER TO CIVIL FOR ADDTIONAL INFORMATION HYDRANT; REFER TO CIVIL FOR ADDTIONAL INFORMATION

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

6'-0"

14'-2"

NC2

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

6'-0"

126'-0"

NC1

STA: 48+85

STA: 43+85

KEYNOTES - NEW CONSTRUCTION

EXISTING CONSTRUCTION TO REMAIN NEW CONSTRUCTION

PROJECT NO.

N14023/14027

DRAWN BY

Author

CHECKED BY

Checker

DRAWING TITLE

SITE PLAN - PARTIAL - ZONE 8

SITE PLAN - PARTIAL ZONE 8 1" = 20'-0" SHEET NO.

A2.08

NC3 NC4 NC6 NC8 NC9

3 NC14 NC28

A2.34 3 A2.34

3

3

A2.34

A2.34

NC29 NC34 NC38 NC39 NC47 NC49

CONCRETE PAVER SYSTEM; RE: TO LANDSCAPE & CIVIL DRAWINGS FOR ADDITIONAL INFORMATION STREET LIGHT FIXTURE;RE: ELECTRICAL/LIGHTING DRAWINGS FOR ADDITIONAL INFORMATION PEDESTRIAN LIGHT FIXTURE;RE: ELECTRICAL/LIGHTING DRAWINGS FOR ADDITIONAL INFORMATION ROADWAY PAVING; RE: CIVIL DRAWINGS FOR ADDITIONAL INFORMATION CONCRETE CURB; RE: CIVIL DRAWINGS FOR ADDITIONAL INFORMATION PLANTING AREA; RE: TO LANDSCAPE & CIVIL DRAWINGS FOR ADDITIONAL INFORMATION EXISTING ELECTRICAL TRANSMISSION POLE TO REMAIN; RE: CIVIL DRAWINGS FOR ADDITIONAL INFORMATION AREA DRAIN; REFER TO CIVIL CONCRETE PAVER SYSTEM SLOPED TO MOVING WALKWAY; RE: TO LANDSCAPE & CIVIL FOR ADDITIONAL INFORMATION MOVING WALKWAY; RE: TO DETAILS AND STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION NEW ART SCULPTURE; N.I.C. ELEVATED LAWN AREA; REFER TO LANDSCAPE DRAWINGS FOR ADDTIONAL INFORMATION SIGNAGE; REFER TO DETAILS FOR ADDTIONAL INFORMATION TRAFFIC SIGNAL; REFER TO CIVIL FOR ADDTIONAL INFORMATION HYDRANT; REFER TO CIVIL FOR ADDTIONAL INFORMATION

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

89'-11"

14'-2 1/8"

82'-7 5/8"

3'-4" 14'-2 1/8"

NC2

14'-2 1/8"

118'-7 5/8"

14'-2 1/8"

NC1

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

STA: 53+85

STA: 48+85

MCCNO - HALL I-2 MCCNO - HALL I-1

KEYNOTES - NEW CONSTRUCTION

6 A2.26

NC28 NC3

NC28

NC29

NC29

NC3 12'-0"

12'-0"

5 A2.26

14'-0" 238'-3"

NC3

NC3

NC3

NC3

NC14 NC39

NC14

NC2

NC3

16'-11"

NC3

NC14 NC8

90 °

2 A3.02

13' - 0"

PWL 9.3

PWL 9.2

PWL 9.1

DATE

ISSUED FOR

11/18/16

REVIEW SET

11/30/16

SFM REVIEW SET

01/31/17

PRICING SET

DATE

REVISION

ISSUED FOR

GENERAL NOTES - NEW CONSTRUCTION 1.

ZONE 10

ZONE 9

ZONE 9

ZONE 8

2.

DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS PRIOR TO STARTING WORK. IN THE EVENT OF DISCREPANCY, NOTIFY THE ARCHITECT AND OBTAIN RESOLUTION PRIOR TO PROCEEDING. NOTIFY THE ARCHITECT OF ANY AND ALL DISCREPANCIES BETWEEN EXISTING CONDITIONS AND CONTRACT DOCUMENTS BEFORE PROCEEDING WITH THAT PORTION OF THE WORK. FAILURE TO NOTIFY THE ARCHITECT SHALL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY TO PERFORM THE WORK AS INTENDED IN THE CONSTRUCTION DOCUMENTS.

DRAWING LEGEND EXISTING CONSTRUCTION TO REMAIN NEW CONSTRUCTION

3/16/2017 6:22:31 PM

NEW ORLEANS, LOUISIANA

SURVEY BASELINE

NC9

C:\Users\sdardant\Documents\N14023_MCCNO LINEAR PARK_CENTRAL_2016_sdardant.rvt

NC47

LINEAR PARK

6° 3. 10

CONVENTION CENTER BLVD.

54+00

NC4

NC9

NC2 NC2

NC2

52+00

NC47

51+00

161'-5"

1 A2.24

2'-0"

6° 3. 10

49+00

NC47

NC49

NC38

53+00

SURVEY BASELINE

NC2

50+00

NC47

NC34

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

NC49

43'-8"

3 A2.23

1 A2.32 A2.09

PROJECT NO.

N14023/14027

DRAWN BY

Author

CHECKED BY

Checker

DRAWING TITLE

SITE PLAN - PARTIAL - ZONE 9

SITE PLAN - PARTIAL ZONE 9 1" = 20'-0" SHEET NO.

A2.09

NC2 NC3 14'-1 3/8"

85'-7 5/8"

14'-2 1/8"

3

Sim

3

NC4 NC7

MCCNO - HALL J

Sim

NC8

A2.33

NC11

A2.33 NC12 NC14 NC28

NC49 NC28

NC29

NC28

NC29

2 A2.24

NC28

NC29 NC34 NC37

12'-0"

7 A2.26

NC3

NC3

NC3

NC3

NC38

16'-3"

NC39 NC47

NC39 NC1

NC3

NC49 NC39

NC34

NC14

NC47

NC3

GENERAL NOTES - NEW CONSTRUCTION NC14

1.

NC49

NC14

NC14

14'-9"

NC38

2. NC11

NC12 NC14 NC14

38'-6"

NC2 NC2

55+00

56+00

SURVEY BASELINE

90 °

90 °

SURVEY BASELINE

90'-0"

59+00

CONVENTION CENTER BLVD.

NC47

90 °

58+00

90 °

NC7

NC4

57+00

54+00

3 A2.24

NC11

NC2

NC14

DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS PRIOR TO STARTING WORK. IN THE EVENT OF DISCREPANCY, NOTIFY THE ARCHITECT AND OBTAIN RESOLUTION PRIOR TO PROCEEDING. NOTIFY THE ARCHITECT OF ANY AND ALL DISCREPANCIES BETWEEN EXISTING CONDITIONS AND CONTRACT DOCUMENTS BEFORE PROCEEDING WITH THAT PORTION OF THE WORK. FAILURE TO NOTIFY THE ARCHITECT SHALL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY TO PERFORM THE WORK AS INTENDED IN THE CONSTRUCTION DOCUMENTS.

21'-0"

6'-0"

27'-0"

PWL 10.5

PWL 10.4

PWL 10.3

PWL 10.2

PWL 10.1

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

NC38

NC49

90 °

ZONE 9

DATE

ISSUED FOR

11/18/16

REVIEW SET

11/30/16

SFM REVIEW SET

01/31/17

PRICING SET

DATE

REVISION

ISSUED FOR

ZONE 10

12'-11 7/8"

C:\Users\sdardant\Documents\N14023_MCCNO LINEAR PARK_CENTRAL_2016_sdardant.rvt

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

142'-11"

14'-0"

NEW ORLEANS, LOUISIANA

27'-3"

CONCRETE PAVER SYSTEM; RE: TO LANDSCAPE & CIVIL DRAWINGS FOR ADDITIONAL INFORMATION STREET LIGHT FIXTURE;RE: ELECTRICAL/LIGHTING DRAWINGS FOR ADDITIONAL INFORMATION PEDESTRIAN LIGHT FIXTURE;RE: ELECTRICAL/LIGHTING DRAWINGS FOR ADDITIONAL INFORMATION ROADWAY PAVING; RE: CIVIL DRAWINGS FOR ADDITIONAL INFORMATION ROADWAY STRIPING, ARROWS, CROSSWALKS, STOP BARS; RE: CIVIL DRAWINGS FOR ADDITIONAL INFORMATION PLANTING AREA; RE: TO LANDSCAPE & CIVIL DRAWINGS FOR ADDITIONAL INFORMATION STL. PIPE BOLLARD PAINTED SAFETY YELLOW; RE: CIVIL DRAWINGS FOR ADDITIONAL INFORMATION GREEN WALL STRUCTURE; RE: STRUCTURAL FOR ADDITIONAL INFORMATION. AREA DRAIN; REFER TO CIVIL CONCRETE PAVER SYSTEM SLOPED TO MOVING WALKWAY; RE: TO LANDSCAPE & CIVIL FOR ADDITIONAL INFORMATION MOVING WALKWAY; RE: TO DETAILS AND STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION NEW ART SCULPTURE; N.I.C. DECOMPOSED GRANITE SURFACE; REFER TO LANDSCAPE DRAWINGS FOR ADDITIONAL INFORMATION ELEVATED LAWN AREA; REFER TO LANDSCAPE DRAWINGS FOR ADDTIONAL INFORMATION SIGNAGE; REFER TO DETAILS FOR ADDTIONAL INFORMATION TRAFFIC SIGNAL; REFER TO CIVIL FOR ADDTIONAL INFORMATION HYDRANT; REFER TO CIVIL FOR ADDTIONAL INFORMATION

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

NC1 18'-0"

LINEAR PARK

STA: 53+85

KEYNOTES - NEW CONSTRUCTION

PROJECT NO.

N14023/14027

DRAWN BY

Author

CHECKED BY

Checker

3/16/2017 6:22:36 PM

DRAWING TITLE

DRAWING LEGEND 1 A2.32 A2.10

SITE PLAN - PARTIAL ZONE 10 1" = 20'-0"

SITE PLAN - PARTIAL - ZONE 10

EXISTING CONSTRUCTION TO REMAIN NEW CONSTRUCTION SHEET NO.

A2.10

NC44

EXISTING ELECTRICAL TRANSMISSION POLE TO REMAIN; RE: CIVIL DRAWINGS FOR ADDITIONAL INFORMATION ELECTRICAL PULLBOX; RE: ELECTRICAL DRAWINGS FOR ADDTIONAL INFORMATION

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

NC9

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

KEYNOTES - NEW CONSTRUCTION

Sim

2 A5.12

NC44

35' - 5"

NC44

6 A2.35

4

A2.35

A2.35

NC44

2"

5" 3/4" 4

5' - 0"

5 EQ TREADS A2.32

1 A3.11

Sim

4' - 3"

1

NC9

2 A2.32

5

2

A2.35

A2.35

8 A2.34

15'-0"

15'-0"

15'-2"

15'-0"

15'-0"

SITE PLAN - PARTIAL ZONE 5 - PORCH 1

1 A2.05 A2.25

1/8" = 1'-0"

3 A2.32

NEW ORLEANS, LOUISIANA

3"

EQ

3

LINEAR PARK

EQ

49' - 0"

9' - 11"

4'-2"

7'-7"

15'-0"

14'-10"

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

4' - 0"

50' - 6"

2'-11"

14'-9"

3'-8"

15'-1"

DATE

ISSUED FOR

11/18/16

REVIEW SET

11/30/16

SFM REVIEW SET

7 A2.32

NC44

DATE

NC44

REVISION

ISSUED FOR

7 A2.35

10' - 1"

3' - 9"

80' - 5" 10' - 1" 15'-0"

A2.35 NC44

15'-0" 2

17'-6"

A2.35

4' - 3 3/8"

1' - 10"

4' - 3 3/8"

4' - 3 3/8"

10" , TYP.

2' - 7"

C:\Users\sdardant\Documents\N14023_MCCNO LINEAR PARK_CENTRAL_2016_sdardant.rvt

17'-11"

15'-0" 4

8 A2.34

1 A4.21

2 A2.05 A2.25

SITE PLAN - PARTIAL ZONE 5 - PORCH 2 1/8" = 1'-0" PROJECT NO.

N14023/14027

DRAWN BY

Author

CHECKED BY

Checker

3/16/2017 6:23:33 PM

DRAWING TITLE

ENLARGED PLAN ZONE 5 - PORCH

SHEET NO.

A2.25

3/4"

3 3/8"

A4.21

A4.21 11.50

12'-0"

12.95

8 A2.34

12.53

A2.34 11.35

12.63

PLAN DETAIL - MOVING WALK 7

A2.09 A2.26

1" = 10'-0"

14'-2"

A4.21

PLAN DETAIL - MOVING WALK 6

6

3'-3 5/8" 1

11.49

PWL 9.3

PWL 10.2

A2.10 A2.26

12.53

PWL 10.1

12.95

7

11.58

12.63

8

PWL 10.3

11.67

EXISTING GLASS CANOPY SUPPORT

1

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

14'-2"

20'-4 1/8"

1

11.67

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

85'-8" UNIT LENGTH - MW7

97'-8" UNIT LENGTH - MW4

EXISTING GLASS CANOPY SUPPORT

1" = 10'-0"

14'-2"

1

8

8

A2.34

A2.34 12.52

11.70

11.39

11.80

12.88

12.88

11.70

12.88

PWL 9.2

12.53

PWL 9.1

11.35

12.88

5 A2.09 A2.26

PLAN DETAIL - MOVING WALK 5

PLAN DETAIL - MOVING WALK 4

4 A2.08 A2.26

1" = 10'-0"

1" = 10'-0"

1 A4.21

MOVING WALKWAY SCHEDULE 11.70

12.78

11.80 12.88

Unit Name

8

Width

Length

Elevation North Walking Surface (Feet above Datum)

Elevation South Walking Surface (Feet above Datum)

A2.34

12.78

MW 1 MW 2 MW 3 MW 4 MW 5 MW 6 MW 7

11.70

12.88

PWL 8.1

PWL 7.4

11.60

3 A2.07 A2.26

12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0"

197' - 5" 200' - 0" 139' - 8" 97' - 8" 82' - 8" 117' - 0" 85' - 8"

10.73 12.53 12.78 12.88 1.18 1.18 1.18

12.02 12.23 12.88 12.88 1.18 1.18 1.18

NEW ORLEANS, LOUISIANA

11.85

11.51

12.53

LINEAR PARK

12.53

12'-0"

11.50

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

A4.21

DATE

ISSUED FOR

11/18/16

REVIEW SET

11/30/16

SFM REVIEW SET

01/31/17

PRICING SET

DATE

REVISION

PLAN DETAIL - MOVING WALK 3 1" = 10'-0"

1 A4.21

14'-2 1/8"

11.09

1'-6"

14'-2 1/8"

201'-2" UNIT LENGTH - MW2

12.23 12.53

11.35

12.53

11.50

12'-0"

8

ISSUED FOR

A2.34

12.23

3/16/2017 6:23:41 PM

2 A2.07 A2.26

PLAN DETAIL - MOVING WALK 2 1" = 10'-0"

1 A4.20

9.55

11.99

10.72

10.98

12'-0"

C:\Users\sdardant\Documents\N14023_MCCNO LINEAR PARK_CENTRAL_2016_sdardant.rvt

PWL 7.3

11.05

8 A2.34

10.92

11.99

9.41

14'-2"

198'-2" UNIT LENGTH - MW1

14'-2 1/8"

CONCRETE AND PAVER RAMP UP TO MOVING WALK PLATFORM

PROJECT NO.

N14023/14027

DRAWN BY

Author

CHECKED BY

Checker

DRAWING TITLE

1 A2.05 A2.26

PLAN DETAIL - MOVING WALK 1

MOVING WALK PLANS

1" = 10'-0"

SHEET NO.

A2.26

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

UTILITY CLEARANCE @ ENTERGY FIBER MAJOR LATERALS SLEEVED AT FOUNDATION CROSSINGS W/ MANHOLE ACCESS

3/4" = 1'-0"

1' - 0" CLEAR

LATERALS MAINTAIN 5' CLEARANCE FROM PILES

5' - 0" CLEAR TO ALL PILES

FIRE DEPARTMENT CONNECTION - DEMO

7 A2.06 A2.31

1/4" = 1'-0"

5 A2.31

LINEAR PARK

NEW ORLEANS, LOUISIANA

FIRE DEPARTMENT CONNECTIONS TO BE RELOCATED; PATCH ALL EXPOSED HOLES IN GFRC PANEL, PAINT TO MATCH SURROUNDING

2 A2.31

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

2' - 6" CLEAR

DATE

ISSUED FOR

11/18/16

REVIEW SET

11/30/16

SFM REVIEW SET

01/31/17

PRICING SET

DATE

REVISION

UTILITY CLEARANCE @ EXISTING & RELOCATED UNDERGROUND SEWER/DRAIN/WATER LINES 3/4" = 1'-0"

6' - 0" CLEAR

ISSUED FOR

EXISTING CMU PARTITION EXISTING BATT INSULATION EXISTING GFRC PANEL EXISTING 6-GANG FIRE DEPARTMENT CONNECTION TO BE REMOVED

EXISTING FIRE PUMP ROOM

1 A2.31

UTILITY CLEARANCE @ AT&T FIBER 3/4" = 1'-0"

2'-6"

NEW FREESTANDING 6-WAY FIRE DEPARTMENT CONNECTION [21 00 00], RE: FIRE PROTECTION PLANTING AREA, RE: LANDSCAPE

PAVERS,RE: LANDSCAPE CONCRETE SUBBASE, RE:CIVIL

CONCRETE SUBBASE, RE:CIVIL

VARIES

3' - 0"

6 A2.23 A2.31 3/16/2017 6:23:43 PM

PLANTING AREA, RE: LANDSCAPE

3'-10"

C:\Users\sdardant\Documents\N14023_MCCNO LINEAR PARK_CENTRAL_2016_sdardant.rvt

3' - 0" CLEAR

FIRE DEPARTMENT CONNECTION SECTION DETAIL 3/4" = 1'-0"

4 A2.31

UTILITY CLEARANCE @ SOUTHERN LIGHT FIBER 3/4" = 1'-0"

3 A2.31

UTILITY CLEARANCE @ U.G. ELECTRICAL DUCT BANK 3/4" = 1'-0"

PROJECT NO.

N14023/14027

DRAWN BY

Author

CHECKED BY

Checker

DRAWING TITLE

SITE DETAILS TYPICAL CLEARANCES

SHEET NO.

A2.31

G.c

G.f

MEZZANINE FLOOR 17' - 6"

8

H.Q

A2.34

2'-5"

1'-10"

NEW PAVERS, RE: LANDSCAPE

1'-5"

NEW SLAB ON GRADE AT PORCH, RE: STRUCTURAL 2 A2.35

NEW PILE CAP ON EXISTING PILES, RE: STRUCTURAL

PRECAST PARK PAVER ON CONCRETE SUBBASE

FIRST FLOOR 0' - 0"

PRECAST PAVER TREAD TO MATCH TYPICAL PAVER ON CONCRETE STAIR STRUCTURE

+/- 8'-9 3/8" MATCH EXISTING TO BE DEMOLISHED

DAMPPROOFING PRECAST PARK PAVER ON CONCRETE SUBBASE

SLOPE DOWN 1/4":1'

7 A2.05 A2.32

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

G.g

NEW ORLEANS, LOUISIANA

C1-BG.k

LINEAR PARK

WWW

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

C1-A

NEW ENTRY @ ST. JOSEPH PORCH 1/4" = 1'-0"

FIRST FLOOR 0' - 0" C1-BG.k

G.g

G.c

DATE

ISSUED FOR

11/18/16

REVIEW SET

11/30/16

SFM REVIEW SET

01/31/17

PRICING SET

DATE

REVISION

NEW PAVERS, RE: LANDSCAPE 1 A2.32

5 A2.06 A2.32

NEW SLAB ON GRADE AT PORCH, RE: STRUCTURAL NEW PILE CAP ON EXISTING PILES, RE: STRUCTURAL

SECTION AT STAIR - ZONE 6

FIRST FLOOR 0' - 0"

1/2" = 1'-0"

C1-B

G.k

6' - 0" 1'-5"

2 A2.25 A2.32

4'-7"

GROUND SECTION @ ST. JOSEPH PORCH 1/4" = 1'-0"

C1-BG.k

G.g

G.c

PRECAST PAVER TREAD TO MATCH TYPICAL PAVER; RE: LANDSCAPE

FIRST FLOOR 0' - 0"

EXISTING CONCRETE ENCASED STEEL COLUMN CAST STONE PANEL ON CMU WALL

NEW PAVERS, RE: LANDSCAPE

3'-3"

PRECAST PAVER; RE: LANDSCAPE

NEW SLAB ON GRADE AT PORCH, RE: STRUCTURAL 2'-1"

3 5/8"

TYP.

1/2" MORTAR JOINT, TYP.

1'-0"

6"

FLOOR MOUNTED ST. STEEL PIPE HANDRAIL [05 52 00]

2'-9 1/2"

C:\Users\sdardant\Documents\N14023_MCCNO LINEAR PARK_CENTRAL_2016_sdardant.rvt

ISSUED FOR

CONCRETE STAIR STRUCTURE; RE: STRUCTURAL

8

NEW PILE CAP ON EXISTING PILES, RE: STRUCTURAL

A2.35

FIRST FLOOR 0' - 0"

CONCRETE SUBBASE; RE: CIVIL NEW PAVERS, RE: LANDSCAPE NEW 8" CONCRETE SUBBASE, RE: CIVIL

1'-10" 4'-4"

PROJECT NO.

N14023/14027

DRAWN BY

Author

CHECKED BY

Checker

3/16/2017 6:23:48 PM

DRAWING TITLE

SITE SECTIONS AND DETAILS 1 A2.04 A2.32

DETAIL AT STAIR - ZONE 5 3/4" = 1'-0"

3 A2.25 A2.32

GROUND SECTION @ ST. JOSEPH PORCH - SOUTH 1/4" = 1'-0"

SHEET NO.

A2.32

SAND BED; RE: LANDSCAPE DRAINAGE MAT; RE: LANDSCAPE PLANTING SOIL; RE: LANDSCAPE

PERFORATED DRAIN PIPE; RE: LANDSCAPE PLANTING SOIL; RE: LANDSCAPE AGGREGATE BASE; RE: LANDSCAPE

1'-6"

3"

4"

CONC. RETAINING WALL; RE: STRUCTURAL; APPLY WATERPROOFING TO INSIDE FACE OF WALL CONC. PAVER ON SAND BASE; RE: LANDSCAPE PERFORATED CONC. SLAB ON PREPARED SUBGRADE; RE: CIVIL

REPAINT EXIST. CONC. WALL PANELS TO MATCH EXIST. SAW-CUT REGLET IN EXIST. CONC. PANEL TO TERMINATE WATERPROOFING FLUID-APPLIED WATERPROOFING FULL DEPTH & LENGTH OF PLANTER MULCH; RE: LANDSCAPE

FIRST FLOOR FIRST FLOOR FIRST UNUSED FLOOR 0' - 0" EL. 0"

7"

1'-2"

PLANTING SOIL; RE: LANDSCAPE WEATHERING STL. ANGLE CONC. PAVER ON SAND BASE; RE: LANDSCAPE PERFORATED CONC. SLAB ON PREPARED SUBGRADE; RE: CIVIL

3"

1'-2"

1/2"

3" 1'-0"

1'-0"

8"

5"

1'-0"

10"

1"

1'-2"

1'-2"

8"

1"

3"

3"

8"

1"

EXIST. CURTAINWALL

1'-6"

BLOCK-OUT FOR STL PLATE ATTACHMENT; GROUT SOLID PERFORATED CONC. SLAB ON PREPARED SUBGRADE; RE: CIVIL CONC. PAVERS ON SAND BED; RE: LANDSCAPE

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

PERFORATED DRAIN PIPE; RE: LANDSCAPE

1/2" THICK WEATHERING STL. PL ; RE: LANDSCAPE

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

TURFGRASS; RE: LANDSCAPE

TYP. SECT. @ BIOSWALE ADJ. TO PAVER

1'-0"

1'-0"

1'-0" PERFORATED DRAIN PIPE; RE: LANDSCAPE

3'-0"

1" = 1'-0"

2 A2.24 A2.34

12"X12" CRUSHED STONE WRAPPED IN FABRIC FULL LENGTH OF PLANTER; RE: LANDSCAPE

TYP. SECT. @ ELEV. LAWN RETAINING WALL 1" = 1'-0" 3 A2.04 A2.34

1'-6 1/2"

OVERFLOW DRAIN; RE: CIVIL 1/2" THICK WEATHERING STL. PL ; RE: LANDSCAPE PLANTING SOIL; RE: LANDSCAPE DECOMPOSED GRANITE; RE: LANDSCAPE AGGREGATE BASE; RE: LANDSCAPE GEOTEXTILE FABRIC; RE: LANDSCAPE MULCH; RE: LANDSCAPE

MULCH; RE: LANDSCAPE

3"

PERFORATED DRAIN PIPE; RE: LANDSCAPE

PEDESTRIAN LIGHT FIXTURE; RE: LIGHTING

LIGHT FIXTURE ESCUTCHEON; RE: LIGHTING

LIGHT FIXTURE ESCUTCHEON; RE: LIGHTING

CONC. PIER; RE: STRUCTURAL

CONC. PIER; RE: STRUCTURAL

DECOMPOSED GRANITE BOTH SIDES; RE: LANDSCAPE

MULCH; RE: LANDSCAPE PLANTING SOIL; RE: LANDSCAPE

AGGREGATE BASE BOTH SIDES; RE: LANDSCAPE

3" 1'-6"

1'-2"

1'-6"

4"

7"

8"

1'-2"

8"

3"

7"

2"

2"

11"

PLANTING SOIL; RE: LANDSCAPE 11"

PEDESTRIAN LIGHT FIXTURE; RE: LIGHTING

4 A2.22 A2.34

5 A2.20 A2.34

1" = 1'-0"

C1-18

CONC. SPREAD FOOTING; RE: STRUCTURAL

CONC. SPREAD FOOTING; RE: STRUCTURAL

TYP. CROSS-SECT. @ BIOSWALE ADJ. TO PLANTERS BOTH SIDES

C1-17

TYP. SECT. @ PLANTER ADJ. TO D.G.

6 A2.20 A2.34

1" = 1'-0"

C1-16

TYP. SECT. @ PED. LIGHT POLE IN D.G.

7 A2.20 A2.34

1" = 1'-0"

C1-15 C1-14 C1-13 C1-12 C1-11 C1-10 C1-9 C1-8 C1-7 C1-6

C1-5

NEW ORLEANS, LOUISIANA

2'-11"

1" = 1'-0"

LINEAR PARK

1'-6 1/2"

SECT. @ PLANTER ADJ. TO BLDG.

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

1 A2.22 A2.34

TYP. SECT. @ PED. LIGHT POLE IN PLANTER 1" = 1'-0"

C1-4

DATE

ISSUED FOR

11/18/16

REVIEW SET

11/30/16

SFM REVIEW SET

01/31/17

PRICING SET

DATE

REVISION

ISSUED FOR

C1-3

1/2"

SEE PLANS 193'-11" 6"

CONCRETE PAVERS @ RAMP SET IN MORTAR; RE: LANDSCAPE

6"

1/2"

MOVING WALKWAY; SEE PLANS

NOTES SIM. TO OPP. HAND

MOVING WALKWAY SLAB ON GRADE; RE: STRUCTURAL 1'-2"

CONC. SLAB ON GRADE; RE: CIVIL

PILE SUPPORTED GRADE BEAM; RE: STRUCTURAL

1" / 1'-0"

GRADE 0"

1'-2"

1" / 1'-0"

14'-2"

1'-2"

CONC. RAMP SLAB ON GRADE; RE: STRUCTURAL CONCRETE PAVERS IN SAND BED; RE: LANDSCAPE

1'-2 1/8"

C:\Users\sdardant\Documents\N14023_MCCNO LINEAR PARK_CENTRAL_2016_sdardant.rvt

14'-2"

PROJECT NO.

N14023/14027

DRAWN BY

Author

CHECKED BY

Checker

3/16/2017 6:23:55 PM

DRAWING TITLE

8 20150203.02 A2.34

TYP. SECTION THROUGH MOVING WALK

SITE SECTIONS AND DETAILS

1/2" = 1'-0"

SHEET NO.

A2.34

4' - 4 3/8" 1' - 10"

1' - 7 3/4"

10 5/8"

4'-3 3/8" 1'-10 1/8"

ALIGN JOINTS W/ CAST STONE PANEL EXHIBIT WALL; REFER TO A5.40

MOVING WALK CANOPY COLUMN BEYOND

CAST STONE CAP [04 72 00]

5 5/8"

PLANTING IN SOIL; RE: LANDSCAPE

CAST STONE CAP [04 72 00] 1/2"

3' - 0"

WOOD SLATS [06 20 13] ON GALV. STEEL PLATE COPING

2"

4 1/2"

CAST STONE PANEL [04 72 00] CAST STONE WALL PANEL [04 72 00]

FLUSH MORTAR JOINT [04 72 00]

CONT. L4x4x5/16" ANCHORED TO CMU AS REQUIRED ALL SIDES OF BENCH SEATING [05 50 00] L4x4x5/16" @ 36" O.C. REINFORCED 6"x8"x16" CMU W/ CONC. FILL [04 22 00]

1' - 5"

10"

1'-10 3/8"

CAST STONE PANEL ANCHOR CONNECTION [04 72 00]

5 5/8"

3 3/8"

49. 7°

GALV. STL. GRATING; RE: CIVIL UTILITY TROUGH; RE: STR. DRAIN; RE: CIVIL CONC. SLAB; RE: STRUCTURAL

5 5/8"

CONT. BACKER ROD & SEALANT CONC. PAVERS ON SAND BED; RE: LANDSCAPE MOVING WALKWAY [14 32 00]

CONC. PAVERS SET IN SAND BED; RE: LANDSCAPE

CONC. PAVERS SET IN SAND BED; RE: LANDSCAPE

FIRST FLOOR 0' - 0"

1"

6"

9"

MOVING WALKWAY CONC. SLAB; RE: STRUCTURAL

6"

4"

4 3/4"

4 3/4"

3'

MOVING WALKWAY CONC. SLAB; RE: STRUCTURAL

5"

6"

4"

5"

CONT. BACKER ROD & SEALANT [07 92 00]

3"

WEEPS @ 24" O.C.

DETAIL AT BENCH - ZONE 5

2 A2.25 A2.35

1" = 1'-0"

A2.25 A2.35

1" = 1'-0"

G.k

DETAIL AT PLANTER - ZONE 5

3

1" = 1'-0"

4'-3 3/8"

4'-3 3/8" 2'-7"

1'-10"

1'-8 3/4"

8 5/8"

2'-1"

1'-8 1/2" 1 1/4"

1'-6 7/8"

2 3/8"

CAST STONE CAP [04 72 00]

CAST STONE CAP [04 72 00]

L4x4x5/16" @ 36" O.C. WOOD BACKSPLASH [06 20 13] 3/4"

WOOD COUNTERTOP ON EXT. GRADE SHEATHING [06 20 13]

6 3/8"1 3/4"

CENTERLINE OF CANOPY STRUCTURE

5/8"

CONT. L4x4x5/16" ANCHORED TO CMU AS REQUIRED ALL SIDES OF CAST STONE CAP

L4x4x5/16" @ 36" O.C. [05 50 00] CONT. L4x4x5/16" ANCHORED TO CMU AS REQUIRED ALL SIDES OF COUNTERTOP [05 50 00]

SLOPE

7 5/8"

WEATHERING STL. ANGLE

CONC. PAVERS SET IN SAND BED; RE: LANDSCAPE

FIRST GRADE FLOOR 0" 0' - 0"

CONC. RAMP SLAB ON GRADE; RE: STRUCTURAL

1/8" / 1'-0"

2' - 5"

VARIES; RE: CIVIL

4' - 3 3/8"

FIRST UNUSED FLOOR EL. 0"

WEEPS @ 24" O.C. BACKER ROD & SEALANT JOINT STL. GRATING; RE: CIVIL UTILITY TROUGH; RE: STR. DRAIN; RE: CIVIL CONC. SLAB; RE: STRUCTURAL

CONT. BACKER ROD & SEALANT CONC. PAVERS ON SAND BED; RE: LANDSCAPE MOVING WALKWAY

CONC. PAVERS SET IN SAND BED; RE: LANDSCAPE

CONC. PAVERS SETFLOOR IN FIRST MORTAR; RE: LANDSCAPE

CANOPY COLUMN, REFER TO A4.20

REINFORCED 6"x8"x16" CMU W/ CONC. FILL [04 22 00]

2'-7 7/8"

WEEPS @ 24" O.C. BACKER ROD & SEALANT JOINT STL. GRATING; RE: CIVIL UTILITY TROUGH; RE: STR. DRAIN; RE: CIVIL CONC. SLAB; RE: STRUCTURAL

CONT. BACKER ROD & SEALANT CONC. PAVERS ON SAND BED; RE: LANDSCAPE

CONT. SEALANT JOINT [07 92 00] CAST STONE WALL PANEL [04 72 00]

2 1/2"

REINFORCED 6"x8"x16" CMU W/ CONC. FILL; RE: STRUCTURAL

MOVING WALKWAY

3'-6 1/2"

1' - 2 3/4"

VARIES; RE: CIVIL

CAST STONE WALL PANEL [04 72 00]

NEW ORLEANS, LOUISIANA

PLAN SECTION @ SOUTH END

C1-B

LINEAR PARK

A2.32 A2.35

4"

FIRST FLOOR 0' - 0"

4 1/4"

3' - 6"

CAST STONE WALL PANEL [04 72 00]

MOVING WALKWAY [14 30 00]

8

PLANTER DRAIN; RE: LANDSCAPE & CIVIL L4x4x5/16" @ 36" O.C. [05 55 00] CONT. L4x4x5/16" ANCHORED TO CMU AS REQUIRED ALL SIDES OF PLANTER [05 55 00] WEEPS @ 24" O.C. BACKER ROD & SEALANT JOINT [07 92 00] ST. STL. GRATING; RE: CIVIL UTILITY TROUGH; RE: STR. DRAIN; RE: CIVIL CONC. SLAB; RE: STRUCTURAL

BACKER ROD & SEALANT JOINT [07 92 00]

1'-2 1/4"

EXISTING CONCRETEENCASED STEEL COLUMN

FORMED GALV. METAL PLANTING BOX [05 55 00]

WEEPS @ 24" O.C.

SLOPE

REINFORCED 6"x8"x16" CMU W/ CONC. FILL [04 22 00]

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

3' - 0"

4"

2'-5 1/4"

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

G.k

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

C1-B

FIRST FLOOR 0' - 0"

MOVING WALKWAY CONC. SLAB; RE: STRUCTURAL

DATE

ISSUED FOR

11/18/16

REVIEW SET

11/30/16

SFM REVIEW SET

01/31/17

PRICING SET

DATE

REVISION

WOOD SLAT [06 20 13], SIM TO 9/A5.50

CMU BACKUP WALL [04 22 00]

5"

5"

ST. STEEL KERF CLIP [04 72 00] CAST STONE PANEL [04 72 00]

9 A2.35 A2.35

PLAN SECTION @ CANOPY COLUMN

5

DETAIL AT PORCH ENDS - ZONE 5

A2.25 A2.35

1" = 1'-0" 1

7

A3.01

A2.32

2" WOOD SLATS, TYP. [06 20 13]

CANOPY COLUMN, REFER TO A4.20

FLUSH MORTAR JOINTS [04 72 00], TYP.

4

3

2

5

A2.35

A2.35

A2.35

A2.35

10" , TYP.

LIGHTING CONTROL INPUT PORT, RE: LIGHTING

1' - 2"

9 A2.35 1'-3"

C:\Users\sdardant\Documents\N14023_MCCNO LINEAR PARK_CENTRAL_2016_sdardant.rvt

2" WOOD SLATS, TYP. [06 20 13]

CAST STONE PANEL [04 72 00], TYP.

1" = 1'-0"

EXISTING COLUMN TO REMAIN

CANOPY COLUMN, TYP.

CAST STONE COPING [04 72 00]

DETAIL AT SERVICE COUNTER- ZONE 5

4 A2.25 A2.35

1" = 1'-0"

FIRST FLOOR 0' - 0"

END

PLANTER

BENCH

PLANTER

BENCH

PLANTER

SERVICE COUNTER

PLANTER

BENCH 6 A2.05 A2.35

C1-3

C1-4

C1-5

C1-6

C1-7

C1-8

ST. JOSEPH PORCH LOW WALL - NORTH END 1/4" = 1'-0"

C1-9

C1-10

PROJECT NO.

N14023/14027

DRAWN BY

Author

CHECKED BY

Checker

DRAWING TITLE

8 A2.35 3/16/2017 6:24:03 PM

ISSUED FOR

3'-3"

2" , TYP.

FIRST FLOOR 0' - 0" 7 A2.05 A2.35

SITE SECTIONS AND DETAILS

ST. JOSEPH PORCH LOW WALL - SOUTH END 1/4" = 1'-0" SHEET NO.

A2.35

WHALE LOT

2 A3.10

MCCNO HALL B-2

MCCNO HALL A

G51 S40

B51

1 A4.10

B54

G50 1 A5.10

ST. JOSEPH PORCH

B55 B56

B57

1 A5.10

B60

B61

MOVING WALKWAY #1

N

ZONE 5

CONVENTION CENTER BLVD

1 A5.10

1 A5.20

ZONE 4

1 A5.10

B31 ZONE 3

B20

ZONE 3

KEY PLAN - A

1 A3.00

zone 6

ZONE 7

ZONE 8

MOVING WALKWAY # 2

MOVING WALKWAY # 3

ZONE 9

MOVING WALKWAY # 4

1" = 70'-0"

ZONE 10

MOVING WALKWAY # 5

MOVING WALKWAY # 6 6 A4.10

BASE BID: BENCHES AND CANTENARY LIGHTING. ADD ALTERNATE: WATER FEATURE 2 A3.11

SEE 1/A3.00 FOR CONTINUATION

1 A3.11

4 A4.10

S71 2 A4.10 S70 B'71 B'73 B'67 B'69 B'65 B'61 B'63

G60 1 A5.10

5 A4.10

B100 B101 S90

G100 1 (A5.30)

3 A4.10

B102

1 A5.10

B105

B103

S101

B104

CONVENTION CENTER BLVD

BLVD R E T N E ION C T N E V N CO

DATE

ISSUED FOR

11/18/2016

REVIEW SET

11/30/2016

SFM REVIEW SET

01/31/2017

PRICING SET

03/15/2017

PERMIT SET

B'60 B'62 B'64 B'66 B'68 B'70 B'72

ISSUED FOR

N

ZONE 9

ZONE 10

KEY PLAN - B

2 A3.00

1" = 70'-0" J. R I P P K L R A REG. NO. 3454

E

M

ZONE 9

ZONE 9

ZONE 8

ZONE 8

ZONE 7

ZONE 7

ZONE 6

1 A6.10

REVISION

ST

TE I IS I S OF LO U I T T ER E D A RCH

A G RE

C:\PROJECTS\RVT2016\14027 - Linear Park\14027_ARCH_R16_Local-AVD.rvt

DATE

A EC NA T

G10

B21

ZONE 2

1 A5.10

ZONE 1

S10

ZONE 2

B30

ZONE 4

W40

S30

B50

B'42 B41 B'41 B43 B44 B45 B'43 B42 B40 B'40

S50

ZONE 5

S31 G30

B53 B52

G40

S51

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

HILTON NEW ORLEANS

ZONE 6

1 A3.10

MCCNO HALL B-1

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM ZONE 5

NEW ORLEANS, LOUISIANA

ZONE 4

LINEAR PARK

ZONE 3

SEE 2/A3.00 FOR CONTINUATION

ZONE 2

ZONE 6

ZONE 1

NOTE: 1. 2. 3.

FOR SCHEDULE OF BENCHES, SEE: A5.50 FOR GREENWALL SCHEDULE, SEE: A5.12 FOR SIGNAGE SCHEDULE, SEE: A5.80

PROJECT NO.

N14023/14027

DRAWN BY

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CHECKED BY

Checker

DRAWING TITLE

3/15/2017 4:28:01 PM

KEY PLAN

SHEET NO.

A3.00

CATENARY LIGHTING SYSTEM; RE: LIGHTING DWGS NEW MOVING WALK CANOPY

MEZZANINE FLOOR 17' - 6" EXIST. CONC. COLUMN SURROUND TO REMAIN

NEW SURFACE PAVERS ON CONCRETE BASE, REFER TO LANDSCAPE/CIVIL DWGS.

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

SECOND FLOOR 30' - 11"

NEW CONC. SURFACE PAVERS ON CONC. BASE, REFER TO LANDSCAPE/CIVIL DWGS.

1 A4.21

NEW CONC. SLAB; RE: CIVIL NEW CONC. MOUNTABLE CURB; RE: CIVIL

FIRST FLOOR EL. 12.2 = 0' - 0" VARIES EXISTING PILE SUPPORTED GRADE BEAMS TO REMAIN

1'-0"

EXIST. DRAINAGE, REFER TO CIVIL DWGS.

DEMO EXIST. PAVERS, CONCRETE SLABS AND GRADE BEAMS AS REQUIRED TO CONSTRUCT NEW CONC. SLAB; EXIST. PILINGS TO REMAIN AND BE REUSED; RE: STRUCTURAL

EXIST. WATER LINE; RE: TO CIVIL DRAWINGS EXIST. SEWER LINE; RE: TO CIVIL DRAWINGS

PARK SECTION - HERITAGE PLAZA

SECOND FLOOR 30' - 11"

EXIST. GLASS CANOPY TO REMAIN

NEW SIGNAGE ELEMENT

MEZZANINE FLOOR 17' - 6"

PLANTING AREA ; REFER TO LANDSCAPE DWGS. NEW SURFACE PAVERS ON CONCRETE BASE, REFER TO LANDSCAPE/CIVIL DWGS.

EXIST. CONC. COLUMN SURROUND TO REMAIN NEW CONC. SURFACE PAVERS ON CONC. BASE, REFER TO LANDSCAPE/CIVIL DWGS. NEW CONC. SLAB; RE: CIVIL DWGS.

NEW CONC. MOUNTABLE CURB; RE: CIVIL

FIRST FLOOR EL. 12.2 0' -=0"

UNDERGROUND UTILITIES: REFER TO CIVIL DWGS. VARIES 1'-0"

A2.06 A3.01

DATE

ISSUED FOR

11/18/16

REVIEW SET

DEMO EXIST. CONCRETE STAIR, SLABS AND GRADE BEAMS AS REQUIRED TO CONSTRUCT NEW CONC. SLAB. EXIST. PILES TO REMAIN; RE: CIVIL

11/30/16

SFM REVIEW SET

01/31/17

PRICING SET

DATE

REVISION

1/8" = 1'-0"

EXISTING GLASS CANOPY TO REMAIN

ISSUED FOR

SECOND FLOOR 30' - 11"

NEW MOVING WALK CANOPY NEW MW FOUNDATION TO MATCH GRADING OF PAVERS FOR SHEET FLOW DRAINAGE NEW METAL SOFFIT PANELS ON MTL. STUD FRAMING

NEW GREENWALL STRUCTURE; SEE SHT. L4 PLANTING AREA ; REFER TO LANDSCAPE DWGS.

NEW METAL WALL PANELS ON MTL. STUD FRAMING

NEW SURFACE PAVERS ON CONCRETE BASE, REFER TO LANDSCAPE/CIVIL DWGS.

EXIST. CONC. COLUMN SURROUND TO REMAIN

15'-6" 12'-3" 1 A4.21

NEW CONC. MOUNTABLE CURB; RE: CIVIL

MEZZANINE FLOOR 17' - 6"

NEW SURFACE PAVERS ON SAND BASE, REFER TO LANDSCAPE/CIVIL DWGS.

NEW PLANTER ELEMENT

MOVING WALK #1

FIRST FLOOR EL. 12.0 = 0' - 0"

3"

C:\Users\sdardant\Documents\N14023_MCCNO LINEAR PARK_CENTRAL_2016_sdardant.rvt

EXISTING PILE SUPPORTED GRADE BEAMS TO REMAIN

PARK SECTION - ANDREW HIGGINS CONNECTION

2

EXISTING PILE SUPPORTED GRADE BEAM TO REMAIN VARIES COMPACTED FILL; RE: LANDSCAPE/ CIVIL DRAWINGS

1'-0" EXIST. DRAIN LINE TO BE RELOCATED; REFER TO CIVIL DWGS. EXIST. PILES TO REMAIN; RE: STRUCTURAL

3/16/2017 6:24:39 PM

NEW ORLEANS, LOUISIANA

1/8" = 1'-0"

LINEAR PARK

3 A2.07 A3.01

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

NEW MW FOUNDATION TO MATCH GRADING OF PAVERS FOR SHEET FLOW DRAINAGE ; RE: STRUCTURAL

EXIST. SEWER LINE TO BE RELOCATED; RE: TO CIVIL DRAWINGS

DEMO EXIST. CONCRETE SLAB AND GRADE BEAM AS REQUIRED TO CONSTRUCT NEW PILE SUPPORTED GRADE BEAMS; RE: STRUCTURAL NEW MOVING WALKWAY FOUNDATION; RE: STRUCTURAL

1 A2.05 A3.01

EXIST. PAVERS, CONCRETE SLAB & GRADE BEAMS TO BE DEMOLISHED. EXIST. PILES TO REMAIN & BE REUSED

PROJECT NO.

N14023/14027

DRAWN BY

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DRAWING TITLE

PARK/ROADWAY SECTIONS

PARK SECTION - ST. JOSEPH PORCH 1/8" = 1'-0"

SHEET NO.

A3.01

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

THIRD FLOOR - MCCNO 56' - 11"

MOVING WALK CANOPY, REFER TO A4.21

ELEVATED LAWN, REFER TO LANDSCAPE DWGS.

PEDESTRIAN LIGHT FIXTURE, REFER TO LIGHTING

NEW SURFACE PAVERS ON CONCRETE BASE, REFER TO LANDSCAPE/CIVIL DWGS.

MEZZANINE FLOOR 17' - 6" EXIST. CONC. COLUMN SURROUND TO REMAIN

NEW CONC. SURFACE PAVERS ON CONC. BASE, REFER TO LANDSCAPE/CIVIL DWGS.

1 A4.21

1'-6"

NEW CONC. MOUNTABLE CURB; RE: CIVIL

1'-0"

FIRST FLOOR 0' - 0"

VARIES EXISTING PILE SUPPORTED GRADE BEAMS TO REMAIN

NEW MW FOUNDATION TO MATCH GRADING OF PAVERS FOR SHEET FLOW DRAINAGE; RE: STRUCTURAL

2 A2.09 A3.02

PARK SECTION - THEATER ENTRY 1/8" = 1'-0"

MULTIMODAL CANOPY, REFER TO A4.32

NEW ORLEANS, LOUISIANA

STREET LIGHT FIXTURE, REFER TO LIGHTING

LINEAR PARK

EXISTING GLASS CANOPY

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

SECOND FLOOR 30' - 11"

DATE

ISSUED FOR

11/18/16

REVIEW SET

11/30/16

SFM REVIEW SET

01/31/17

PRICING SET

DATE

REVISION

ISSUED FOR

EXISTING GLASS CANOPY TO REMAIN

MULTIMODAL CANOPY, REFER TO A4.32

SECOND FLOOR 30' - 11"

EXISTING HIGHWAY STRUCTURE

C:\Users\sdardant\Documents\N14023_MCCNO LINEAR PARK_CENTRAL_2016_sdardant.rvt

MULTIMODAL CANOPY, REFER TO A4.32

MOVING WALK CANOPY BEYOND; REFER TO A4.21

MEZZANINE FLOOR 17' - 6" BUS SHELTER CANOPY, REFER TO A4.32 NEW SURFACE PAVERS ON CONC. BASE; RE: TO LANDSCAPE/CIVIL DWGS. NEW BOLLARD; RE: LANDSCAPE DWGS. CONC. ROAD; RE: CIVIL DWGS.

TRAFFIC SIGNAL; REFER TO CIVIL

PLANTING BEYOND, REFER TO LANDSCAPE DWGS. NEW SURFACE PAVERS ON CONC. BASE; RE: TO LANDSCAPE/CIVIL DWGS.

NEW SURFACE PAVERS ON CONCRETE BASE, REFER TO LANDSCAPE/CIVIL DWGS.

EXIST. CONC. COLUMN SURROUND TO REMAIN PEDESTRIAN LIGHT FIXTURE, REFER TO LIGHTING PLAN

CONC. ROAD; RE: CIVIL DWGS.

NEW BOLLARD; RE: LANDSCAPE DWGS.

NEW BOLLARD; RE: LANDSCAPE DWGS.

STAMPED CONC. CROSSWALK; RE: CIVIL DWGS.

NEW CONC. SURFACE PAVERS ON CONC. BASE, REFER TO LANDSCAPE/CIVIL DWGS.

FIRST FLOOR 0' - 0"

EXISTING PILE SUPPORTED GRADE BEAMS TO REMAIN

1 A2.08 A3.02

PARK SECTION - MULTIMODAL ENTRY 1/8" = 1'-0" PROJECT NO.

N14023/14027

DRAWN BY

Author

CHECKED BY

Checker

3/16/2017 6:24:45 PM

DRAWING TITLE

PARK/ROADWAY SECTIONS

SHEET NO.

A3.02

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

G.f

G.c STAIR 3A

STAIR 3B

SEE 2/A3.10 FOR CONTINUATION

G.g

C1-18

C1-17

C1-16

C1-15

C1-14

C1-13

C1-12

C1-A

CONVENTION CENTER BLVD

3.3

4

4.1

C1-A

4.3

4.7

5

6

6.3

1 A3.00 A3.10

FLOOR PLAN - ST. JOSEPH PORCH 1/8" = 1'-0"

G.f

NEW ORLEANS, LOUISIANA

C1-B

LINEAR PARK

C1-B

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

G.k

DATE

ISSUED FOR

11/18/2016

REVIEW SET

11/30/2016

SFM REVIEW SET

01/31/2017

PRICING SET

03/15/2017

PERMIT SET

G.c STAIR 2A

STAIR 2B

SEE 1/A3.10 FOR CONTINUATION

G.g

DATE

REVISION

ISSUED FOR

C1-11

C1-10

C1-9

C1-8

C1-7

C1-6

C1-5

C1-2

C1-1

M

E

J. R I P P K L R A REG. NO. 3454

A G RE

TE I IS I S OF LO U I T T ER E D A RCH

C1-A 7

7.3

7.7

8

8.3

8.7

CONVENTION CENTER BLVD FLOOR PLAN - ST. JOSEPH PORCH 1/8" = 1'-0"

N

6.7

2 A3.00 A3.10 3/15/2017 4:28:05 PM

G.k

C1-B

A EC NA T

C1-12

ST

C:\PROJECTS\RVT2016\14027 - Linear Park\14027_ARCH_R16_Local-AVD.rvt

STAIR 1A

PROJECT NO.

N14023/14027

DRAWN BY

Author

CHECKED BY

Checker

DRAWING TITLE

FLOOR PLAN - ST. JOSEPH PORCH PORCH

SHEET NO.

A3.10

G.f

H.M

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

G.M

HP G.c

H.Q G.g

JJ

G.k C1-B JD WWW

15.7

16

16.25

16.27

16.4

16.47

16.9

17.1

17.3

17.4

17.5

1 A3.00 A3.11

17.73

JD

17.75

FLOOR PLAN - HERITAGE PARK PORCH - A 1/8" = 1'-0"

G.M

NEW ORLEANS, LOUISIANA

H.Y

LINEAR PARK

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

H.W

DATE

ISSUED FOR

11/18/2016

REVIEW SET

11/30/2016

SFM REVIEW SET

01/31/2017

PRICING SET

03/15/2017

PERMIT SET

H.M

HP DATE

REVISION

ISSUED FOR

H.Q

G.f

G.c

H.Y G.g

TE I IS I S OF LO U I T T ER E D A RCH

A G RE

WWW JD

JD C2-3

C2-4

WWW 19

3/15/2017 4:28:09 PM

A EC NA T

G.k

J. R I P P K L R A REG. NO. 3454

E

M

JJ

ST

C:\PROJECTS\RVT2016\14027 - Linear Park\14027_ARCH_R16_Local-AVD.rvt

H.W

19.2

19.3

19.5

19.8

19.9

20

20.2

G.k

C1-B 20.5

20.8

21

21.15

2 A3.00 A3.11

21.4

FLOOR PLAN - HERITAGE PARK PORCH - B

PROJECT NO.

N14023/14027

DRAWN BY

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Checker

DRAWING TITLE

FLOOR PLAN HERITAGE PARK PORCH

1/8" = 1'-0"

SHEET NO.

A3.11

EXISTING STEEL KICKER TO REMAIN. CLEAN AND PREP TO RECEIVE PAINT 10 (DIV 09). PAINT ENTIRE KICKER TO MATCH EXISTING ADJACENT CANOPY STEEL FRAMING. EXISTING CANOPY FRAMING TO REMAIN. EXISTING STOREFRONT TO REMAIN. STOREFRONT ALUMINUM FRAME TO RECEIVE PAINT 9 (DIV 09). CURTAIN WALL (08 44 00) SPRINKLERHEAD (DIV 22). SEE FIRE PROTECTION SHEETS TO COORDINATE WITH EXISTING PIPING TO REMAIN.

P2 P3 P4 P5

1. UNLESS OTHERWISE INDICATED, PAINT ALL NEW CONSTRUCTION IN LOCATIONS INDICATED IN SECTION 09 90 00.

PERFORATED METAL PANEL - PERF-1 (07 42 16)

2. AT EXISTING CONSTRUCTION, PAINT ENTIRE CONTINUOUS, UNBROKEN SURFACE OF ALL CUT AND PATCHED, PREVIOUSLY PAINTED FINISHES, INCLUDING BUT NOT LIMITED TO STEEL KICKERS AT DEMOLISHED PORCH SOFFITS, METAL WALL PANELS AND CEMENT PLASTER WALLS. SEE SECTION 01 73 29 FOR ADDITIONAL INFORMATION.

PERFORATED METAL PANEL - PERF-2 (07 42 16) OVER PERF-1 (07 42 16)

METAL PANEL - MTPL-1 (07 42 16)

METAL PANEL - MTPL-2 (07 42 16)

SPRINKLER HEAD (DIV 22). SEE FIRE PROTECTION DRAWING SERIES. LED LIGHT FIXTURE (DIV 26)

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

P1

CLARIFICATION OF SYMBOLS ON REFLECTED CEILING PLAN (UNLESS OTHERWISE INDICATED)

GENERAL NOTES PERTAINING TO PAINTING

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

CLARIFICATION OF REFERENCE DESIGNATIONS

EXISTING WALLS, PARTITIONS, COLUMNS, FIXTURES, EQUIPMENT, ETC. TO REMAIN. RECESSED LIGHT FIXTURE (DIV 26), LOCATED AT CENTER OF PERFORATED METAL PANEL, UNLESS OTHERWISE INDICATED.

1 A3.31 EXISTING CONVENTION CENTER "HALL A" LOBBY (NOT IN SCOPE)

EXISTING CONVENTION CENTER "HALL A" LOBBY (NOT IN SCOPE) 4'-0"

3 P4

A3.31

G.f 2 14'-8"

A3.31

EXISTING ROOM (NOT IN SCOPE)

P3

4

Sim

25.00'

G.c

A3.31

9 A3.40

G.g EXISTING ROOM (NOT IN SCOPE)

A3.40

26'-8 1/2"

8

26.00'

25'-0"

2 26.00'

A3.30

3 A3.30

26' - 0"

7'-6"

26' - 0" 28' - 0"

G.k

36'-0 1/2"

P2

P1

VARIES

P5

20'-0"

20'-0"

20'-0"

20'-0"

20'-0"

20'-0"

20'-0"

20'-0"

5'-0"

20'-0" MATCHLINE

218'-7"

30'-0"

30'-0"

30'-0"

30'-0"

25'-0"

3.7

3.3

4

30'-0"

30'-0"

5'-0"

NEW ORLEANS, LOUISIANA

3 A3.21

4 7'-11"

A3.30

LINEAR PARK

EXISTING STAIRWELL (NOT IN SCOPE)

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

EXISTING STAIRWELL (NOT IN SCOPE)

19'-11 1/2"

58'-6"

5'-0"

4.1

4.3

4.7

5

6

6.3

2 (A4.55) A3.20

6.7

DATE

ISSUED FOR

11/18/2016

REVIEW SET

11/30/2016

SFM REVIEW SET

01/31/2017

PRICING SET

03/15/2017

PERMIT SET

REFLECTED CEILING PLAN - ST. JOSEPH PORCH 1/8" = 1'-0"

EXISTING CONVENTION CENTER "HALL A" LOBBY (NOT IN SCOPE) EXISTING CONVENTION CENTER "HALL B" LOBBY (NOT IN SCOPE)

G.f REVISION

ISSUED FOR

14'-8"

+/- 14'-8"

DATE

EXISTING STAIRWELL (NOT IN SCOPE)

EXISTING STAIRWELL (NOT IN SCOPE)

P3

5

G.c

7'-11"

+/- 7'-11"

A3.30

G.g EXISTING ROOM (NOT IN SCOPE)

+/- 56'-10"

EXISTING ROOM (NOT IN SCOPE)

26' - 0"

A EC NA T

26' - 0"

7'-6"

A G RE

TE I IS I S OF LO U I T T ER E D A RCH

G.k

G.k 20'-0"

20'-0"

20'-0"

20'-0"

20'-0"

5'-0"

20'-0"

20'-0"

40'-3 1/2"

168'-6 7/8"

9'-2 1/2"

MATCHLINE

6.7

7

30'-0" V.I.F.

30'-0" V.I.F.

7.3

7.7

30'-0" V.I.F.

8

8.3

PROJECT NO.

N14023/14027

DRAWN BY

GIBBONS

CHECKED BY

EDR

DRAWING TITLE

30'-0" V.I.F.

8.7

N

30'-0" V.I.F.

30'-0" V.I.F.

3/15/2017 4:28:58 PM

J. R I P P K L R A REG. NO. 3454

E

M

+/- 34'-3"

26'-8 1/2"

A3.30

ST

C:\PROJECTS\RVT2016\14027 - Linear Park\14027_ARCH_R16_Local-AVD.rvt

1

FLOOR PLAN REFLECTED CEILING PLAN - ST. JOSEPH PORCH SHEET NO.

1 (A4.55) A3.20

REFLECTED CEILING PLAN - ST. JOSEPH PORCH 1/8" = 1'-0"

A3.20

EXISTING STOREFRONT TO REMAIN. STOREFRONT ALUMINUM FRAME TO RECEIVE PAINT 9 (DIV 09). CURTAIN WALL (08 44 00) AT LOW SOFFIT AT ENTRANCE, ALL NEW AND EXISTING STRUCTURE BEHIND METAL PANELS TO RECEIVE PAINT 12 (DIV 09). RECESSED LIGHT FIXTURES (DIV 26) WRAP (05 58 13) AT EXISTING STEEL BEAM FACE OF EXISTING METAL PANELS TO RECEIVE PAINT 3 (DIV 09). FACE OF PERFORATED METAL PANEL PERF-III (07 42 16)

P4 P6 P7 P8 P9 P10

PERFORATED METAL PANEL - PERF-1 (07 42 16)

1. UNLESS OTHERWISE INDICATED, PAINT ALL NEW CONSTRUCTION IN LOCATIONS INDICATED IN SECTION 09 90 00. PERFORATED METAL PANEL - PERF-2 (07 42 16) OVER PERF-1 (07 42 16)

2. AT EXISTING CONSTRUCTION, PAINT ENTIRE CONTINUOUS, UNBROKEN SURFACE OF ALL CUT AND PATCHED, PREVIOUSLY PAINTED FINISHES, INCLUDING BUT NOT LIMITED TO STEEL KICKERS AT DEMOLISHED PORCH SOFFITS, METAL WALL PANELS AND CEMENT PLASTER WALLS. SEE SECTION 01 73 29 FOR ADDITIONAL INFORMATION.

METAL PANEL - MTPL-1 (07 42 16)

METAL PANEL - MTPL-2 (07 42 16)

SPRINKLER HEAD (DIV 22). SEE FIRE PROTECTION DRAWING SERIES. LED LIGHT FIXTURE (DIV 26)

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

P3

GENERAL NOTES PERTAINING TO PAINTING

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

CLARIFICATION OF REFERENCE DESIGNATIONS

CLARIFICATION OF SYMBOLS ON REFLECTED CEILING PLAN (UNLESS OTHERWISE INDICATED)

EXISTING WALLS, PARTITIONS, COLUMNS, FIXTURES, EQUIPMENT, ETC. TO REMAIN. RECESSED LIGHT FIXTURE (DIV 26), LOCATED AT CENTER OF PERFORATED METAL PANEL, UNLESS OTHERWISE INDICATED.

2

1

3

A3.31

A3.31

A3.31 P4 P4

EXISTING CONVENTION CENTER "HALL A" LOBBY (NOT IN SCOPE)

P8

P8

G.f

4'-0"

10.00'

P6

EXISTING ROOM (NOT IN SCOPE)

P3

26.00'

4

G.c

EXISTING STAIRWELL (NOT IN SCOPE)

PERFORATED METAL PANEL - PERF-I (07 42 16)

+/- 7'-11"

A3.31 EXISTING STAIRWELL (NOT IN SCOPE)

10.00'

G.g

26.00'

26.00'

26.00'

MATCHLINE

P9

P10

P10

P10 30'-0"

30'-0"

30'-0"

30'-0"

25' 5'

4

3.7

4.1

6

5

4.7

4.3

30'-0"

5'-0"

2 (A4.55) A3.21

6.3

6.7

PARTIAL REFLECTED CEILING PLAN LOWER - ST. JOSEPH PORCH 1/8" = 1'-0"

4 A3.40 2" SOLID BORDER AT PERIMETER OF EACH PANEL (TYP)

DATE

ISSUED FOR

11/18/2016

REVIEW SET

11/30/2016

SFM REVIEW SET

01/31/2017

PRICING SET

03/15/2017

PERMIT SET

P4

G.g

P8 EXISTING CONVENTION CENTER "HALL B" LOBBY (NOT IN SCOPE)

2"

1'-10"

NEW ORLEANS, LOUISIANA

P7

+/- 22'-7"

58'-6 5/8"

LINEAR PARK

+/- 14'-8"

30.00'

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

EXISTING CONVENTION CENTER "HALL A" LOBBY (NOT IN SCOPE)

3'-2 3/8"

G.f

+/- 22'-7"

5

EXISTING STAIR (NOT IN SCOPE)

2'-0"

24'-10 1/2"

PERFORATED METAL PANEL - PERF-I (07 42 16)

P9

P10

156'-3"

+/- 30'-0"

+/- 30'-0"

+/- 30'-0"

TYP

G.g

P9

P10

6.7 7

7.7

7.3

+/- 30'-0"

8

8.3

1'-3"

PARTIAL REFLECTED CEILING PLAN LOWER - ST. JOSEPH PORCH

M

1 (A4.55) A3.21

1/8" = 1'-0" ST

METAL PANEL - MTPL-I (07 42 16)

A G RE

TE I IS I S OF LO U I T T ER E D A RCH

5' - 0" TYP

3 A3.20 A3.21

J. R I P P K L R A REG. NO. 3454

E

METAL PANEL - MTPL-I (07 42 16)

ISSUED FOR

+/-

EXISTING ROOM (NOT IN SCOPE)

7'-11"

2'-0"

+/- 7'-11"

EXISTING STAIR (NOT IN SCOPE)

+/- 30'-0"

5' - 0"

REVISION

G.c

A3.30

MATCHLINE

DATE

A EC NA T

2'-0"

P3

PERFORATED METAL PANEL - PERF-II (07 42 16) C:\PROJECTS\RVT2016\14027 - Linear Park\14027_ARCH_R16_Local-AVD.rvt

+/-

P7

2"

2'-0"

2"

A3.40

+/- 14'-8"

3

14'-8"

58'-2 3/8"

REFLECTED CEILING PLAN AT FIXTURE - ST. JOSEPH PORCH 1/4" = 1'-0"

PROJECT NO.

N14023/14027

DRAWN BY

GIBBONS

CHECKED BY

EDR

N

3/15/2017 4:29:40 PM

DRAWING TITLE

FLOOR PLAN REFLECTED CEILING PLAN - ST. JOSEPH PORCH SHEET NO.

A3.21

GENERAL NOTES PERTAINING TO PAINTING

PERFORATED METAL PANEL - PERF-1 (07 42 16) P2 P3 PERFORATED METAL PANEL - PERF-2 (07 42 16) OVER PERF-1 (07 42 16)

EXISTING CANOPY FRAMING TO REMAIN. EXISTING STOREFRONT TO REMAIN. STOREFRONT ALUMINUM FRAME TO RECEIVE PAINT 9 (DIV 09). SPRINKLERHEAD (DIV 22). SEE FIRE PROTECTION SHEETS TO COORDINATE WITH EXISTING PIPING TO REMAIN. PERFORATED METAL PANEL - PERF-1 OVER PERF-2 (07 42 16). SEE EXISTING CANOPY TO REMAIN. CATENARY LIGHTS (DIV 26) FACE OF EXISTING METAL PANELS TO RECEIVE PAINT 1 (DIV 09) FACE OF PERFORATED METAL PANEL - PERF-1 OVER PERF-2 (07 42 16).

P5 P11 P12 P13 P14 P15

METAL PANEL - MTPL-1 (07 42 16)

METAL PANEL - MTPL-2 (07 42 16)

1. UNLESS OTHERWISE INDICATED, PAINT ALL NEW CONSTRUCTION IN LOCATIONS INDICATED IN SECTION 09 90 00. 2. AT EXISTING CONSTRUCTION, PAINT ENTIRE CONTINUOUS, UNBROKEN SURFACE OF ALL CUT AND PATCHED, PREVIOUSLY PAINTED FINISHES, INCLUDING BUT NOT LIMITED TO STEEL KICKERS AT DEMOLISHED PORCH SOFFITS, METAL WALL PANELS AND CEMENT PLASTER WALLS. SEE SECTION 01 73 29 FOR ADDITIONAL INFORMATION.

SPRINKLER HEAD (DIV 22). SEE FIRE PROTECTION DRAWING SERIES. LED LIGHT FIXTURE (DIV 26)

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

CLARIFICATION OF REFERENCE DESIGNATIONS

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

CLARIFICATION OF SYMBOLS ON REFLECTED CEILING PLAN (UNLESS OTHERWISE INDICATED)

EXISTING WALLS, PARTITIONS, COLUMNS, FIXTURES, EQUIPMENT, ETC. TO REMAIN. RECESSED LIGHT FIXTURE (DIV 26), LOCATED AT CENTER OF PERFORATED METAL PANEL, UNLESS OTHERWISE INDICATED.

P11

P11

P3

P5

P3

P3 3

P3

A3.32

EXISTING STAIR (NOT IN SCOPE)

G.M

EXISTING STAIR (NOT IN SCOPE)

24.00'

24.00'

24.00'

25.00'

25.00'

25.00'

24.542'

24.542'

H.Q

H.W

P14

P14 P2

P12

P13

P15

P15

1'-8" 13'-6"

20'-0"

13'-0"

34'-0"

13'-0"

20'-0"

20'-0"

20'-0"

C1-B

13'-0"

34'-0"

13'-0"

30'-0"

15'-0"

10'-0"

10'-0"

10'-0"

40'-0"

10'-0"

25'-0"

15'-0"

10'-0"

10'-0"

10'-0"

20'-0"

+/-

+/-

+/-

+/-

+/-

+/-

+/-

+/-

+/-

+/-

+/-

+/-

+/-

15.7

16

16.25

16.27

16.4

16.47

16.9

17.1

17.3

17.4

17.5

17.73

17.75

5'-0"

19

215'-0"

2 (A4.55) A3.22 P3

P3

REFLECTED CEILING PLAN - HERITAGE PARK PORCH 1/8" = 1'-0"

P3

NEW ORLEANS, LOUISIANA

HP A3.32

LINEAR PARK

1

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

H.M

DATE

ISSUED FOR

11/18/2016

REVIEW SET

11/30/2016

SFM REVIEW SET

01/31/2017

PRICING SET

03/15/2017

PERMIT SET

P3

G.M DATE

REVISION

ISSUED FOR

H.M

2

A3.32

EXISTING SOFFIT AND SPRINKLER SYSTEM NOT IN SCOPE

P13

EXISTING SOFFIT AND SPRINKLER SYSTEM NOT IN SCOPE

EXISTING SOFFIT AND SPRINKLER SYSTEM NOT IN SCOPE

HP

J. R I P P K L R A REG. NO. 3454

A EC NA T

E

M

H.W

ST

TE I IS I S OF LO U I T T ER E D A RCH

A G RE

C:\PROJECTS\RVT2016\14027 - Linear Park\14027_ARCH_R16_Local-AVD.rvt

H.Q

H.Y

19

P12

P2

19.2

19.3

19.5

19.8

19.9

20

20.2

20.5

20.8

21

21.15

21.4

PROJECT NO.

N14023/14027

DRAWN BY

GIBBONS

CHECKED BY

Checker

DRAWING TITLE 1

1 (A4.55) A3.22

REFLECTED CEILING PLAN - HERITAGE PARK PORCH 1/8" = 1'-0"

N

3/15/2017 4:30:31 PM

SK-29 SK-32 SK-33

FLOOR PLAN REFLECTED CEILING PLAN - HERITAGE PARK PORCH SHEET NO.

A3.22

PERFORATED METAL PANEL - PERF-1 (07 42 16)

PERFORATED METAL PANEL - PERF-2 (07 42 16) OVER PERF-1 (07 42 16)

METAL PANEL - MTPL-1 (07 42 16)

METAL PANEL - MTPL-2 (07 42 16)

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

CLARIFICATION OF SYMBOLS ON ELEVATIONS (UNLESS OTHERWISE INDICATED)

OPENING AT GLAZING FOLDED IN PORTION

FOLDED IN PORTION AT CENTER VESTIBULE

FOLDED IN PORTION

OPENING AT GLAZING

FOLDED IN PORTION AT CENTER VESTIBULE

FOLDED IN PORTION FOLDED IN PORTION

ST. JOSEPH PORCH - EAST ELEVATION PERF TYPE III DIAGRAM

8

PERFORATED METAL PANEL - PERF-III (07 42 16)

A3.40

SECOND FLOOR EL. 30'-4 3/4"

+/- 11'-9"

PAINT-3 RETURNS TO REVEAL METAL PANEL - MTPL-I (07 42 16) AREA OF WALL PREVIOUSLY ON INTERIOR OR WITHIN DEMOLISHED BULKHEAD. V.I.F. AREA, WEATHERIZE AND ENCLOSE TO MATCH EXISTING ADJACENT EXTERIOR WALL PANEL SYSTEM.

MEZZANINE EL. 17'-6"

METAL PANEL - MTPL-II (07 42 16) 26'-0"

26'-0"

AREA OF WALL PREVIOUSLY ON INTERIOR OR WITHIN DEMOLISHED BULKHEAD. V.I.F. AREA, WEATHERIZE AND ENCLOSE TO MATCH EXISTING ADJACENT EXTERIOR WALL PANEL SYSTEM.

PAINT-3 RETURNS TO REVEAL PAINT TRANSITION

FIRST FLOOR EL. 0"

5 A3.20 A3.30

FIRST FLOOR EL. 0"

ST. JOSEPH PORCH VESTIBULE - SOUTH ELEVATION

4 A3.20 A3.30

1/8" = 1'-0"

FIRST FLOOR EL. 0"

ST. JOSEPH PORCH VESTIBULE - NORTH ELEVATION

3 A3.20 A3.30

1/8" = 1'-0"

EXISTING METAL PANELS TO RECEIVE PAINT-3 (DIV 09)

ST. JOSEPH PORCH - NORTH ELEVATION 1/8" = 1'-0"

FINISH COLUMNS TO NEW CEILING TO MATCH EXISTING PANEL JOINTS ALIGN TO CEILING JOINTS ABOVE (TYP)

2

1

PERFORATED METAL PANEL - PERF-III (07 42 16) OVER EXISTING METAL PANELS. EXISTING METAL PANELS TO RECEIVE PAINT-3 (DIV 09)

DATE

ISSUED FOR

11/18/2016

REVIEW SET

11/30/2016

SFM REVIEW SET

3

01/31/2017

PRICING SET

A3.31

03/15/2017

PERMIT SET

PERFORATED METAL PANEL - PERF-III (07 42 16) OVER PAINT-3

A3.31

26' - 0"

MEZZANINE EL. 17'-6"

REVISION

ISSUED FOR

5'-6 1/4"

DATE

10'-2"

26'-0"

9'-3 3/4"

1'-0"

A3.31

LINEAR PARK

PERFORATED METAL PANEL - PERF-I (07 42 16)

NEW ORLEANS, LOUISIANA

1" = 10'-0"

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

6 A3.30

FIRST FLOOR EL. 0" E1 E4

E4

E5

E5

E5

E2

E3 E1

E5

C:\PROJECTS\RVT2016\14027 - Linear Park\14027_ARCH_R16_Local-AVD.rvt

2 A3.20 A3.30

E2

E3

ST. JOSEPH PORCH - EAST ELEVATION 1/8" = 1'-0"

PANEL JOINTS ALIGN TO CEILING JOINTS ABOVE (TYP) PERF-3 (07 42 16) OVER EXISTING METAL PANELS. EXISTING METAL PANELS TO RECEIVE PAINT-3 (DIV 09) PAINT-3

3/15/2017 4:31:24 PM

26'-0"

25'-0"

E2

E1

E5

E5

E5

E5

E4

E4

1 A3.20 A3.30

ST. JOSEPH PORCH - EAST ELEVATION 1/8" = 1'-0"

TE I IS I S OF LO U I T T ER E D A RCH

A G RE

FIRST FLOOR EL. 0" E3

ST

MEZZANINE EL. 17'-6"

J. R I P P K L R A REG. NO. 3454

E

M

1'-0"

PAINT-3 ON FACE OF EXISTING METAL PANEL (DIV 09)

A EC NA T

7'-3"

PROJECT NO.

N14023/14027

DRAWN BY

GIBBONS

CHECKED BY

EDR

DRAWING TITLE

EXTERIOR ELEVATIONS AND CROSS SECTIONS ST. JOSEPH PORCH SHEET NO.

A3.30

CLARIFICATION OF REFERENCE DESIGNATIONS

METAL STUDS (05 40 00) GYPSUM SHEATHING (06 16 43)

8"

DOOR POWER ACTUATOR (08 41 13) STOREFRONT ENTRANCE DOORS (08 41 13)

2 1/2"

E1 E3

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

6"

INSULATING GLASS (08 81 00)

5/8"

5/8"

2 1/2"

8"

CURTAIN WALL (08 44 13)

4" MIN. 3/8"

6"

10 A3.31 A3.31

ALUMINUM ENTRANCE DOOR (08 43 13)

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

1'-0" STEEL TUBE HANGER SUPPORT, REF. STRUCTURAL

HORIZ. SECTION THRU CURTAIN WALL AT INTERIOR MULLION 3" = 1'-0"

1/2"

8"

INSULATING GLASS (08 81 00) CURTAIN WALL (08 44 13)

ALIGN

SECTION THRU CURTAIN WALL AT HEAD

EXISTING CEILING TO REMAIN

3" = 1'-0"

MOUNTING BRACKET (07 42 16)

HSS 12"X6"X1/2" CONT.

2 1/2"

PERFORATED METAL PANEL - PERF-I (07 42 16)

GYPSUM BOARD (09 29 00) PANEL SUPPORT (07 42 16)

METAL STUDS (05 40 00)

FOIL FACED MEMBRANE (07 27 00)

SEALANT AND BACKER ROD (07 92 00)

METAL FLASHING (07 62 00)

L6"X5"X1/2" CONT.

CURTAIN WALL (08 44 13) INSULATING GLASS (08 81 00)

1' - 0"

5/8" 2 1/2"

8 A3.31 A3.31

SECTION THRU CURTAIN WALL AT HEAD

9 A3.31 A3.31

3" = 1'-0"

SECTION THRU CURTAIN WALL AT INTERIOR MULLION 3" = 1'-0"

PERFORATED WALL PANELS DASHED FOR CLARITY 3 A3.31

2'-0"

A3.31

1'-9 1/2" 7'-2"

7'-2"

5'-8"

7'-2"

7'-2"

5'-8"

7'-2"

7'-2"

5'-8"

7'-2"

7'-2"

10 5/8"

5'-5 1/2"

6'-6"

5'-8"

94 A3.31 A3.31

HORIZ. SECTION THRU CURTAIN WALL AT DOOR

MEZZANINE EL. 17'-6"

3" = 1'-0" 9

10 A3.31

1' - 0"

26'-0"

8'-3 1/2"

A3.31

7 LINE OF CURTAIN WALL BEYOND

3'-8 1/4"

ALUMINUM ENTRANCE DOOR (08 43 13) SEALANT (07 92 00)

?

E1

?

E1

94

E1

A3.31

FIRST FLOOR EL. 0"

? 6 E3

E3 14'-4 1/2"

SECTION THRU EXTERIOR DOOR AT SILL

8'-1 1/4"

PAVER (32 14 00).

?

6 A3.31 A3.31

1'-1 1/4"

A3.31

E3

A3.31

E3

E3

7'-2"

12'-10"

E3

7'-2"

E3

12'-10"

7'-2"

E3 5'-8"

E3 7'-2"

7'-2"

EQ

C1-B

3" = 1'-0"

G.k C1-B G.k

G.c

G.g

4 A3.20 A3.31

G.c

NEW ORLEANS, LOUISIANA

PERFORATED WALL PANELS DASHED FOR CLARITY

LINEAR PARK

8

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

7 A3.31 A3.31

DATE

ISSUED FOR

11/18/2016

REVIEW SET

11/30/2016

SFM REVIEW SET

01/31/2017

PRICING SET

03/15/2017

PERMIT SET

ST. JOSEPH PORCH VESTIBULE - EAST ELEVATION 1/4" = 1'-0"

G.f 5 A3.40

36'-3 1/2"

14'-8" LINE OF CEILING BORDER RETURNS

DATE

1'-10"

6 A3.40

1'-0"

METAL STUDS (05 40 00)

4'-4 3/4"

FUR DOWN FROM SLAB TO CURTAIN WALL

ISSUED FOR

SECOND FLOOR EL. 30'-4 3/4" 4'-4 3/4"

8 A3.31

SECOND FLOOR EL. 30'-4 3/4" +/- 4'-4 3/4"

SECOND FLOOR EL. 30'-4 3/4"

REVISION

1'-0"

FINISH COLUMNS AT LINE OF PREVIOUS BULKHEAD TO MATCH EXISTING TO SECOND FLOOR SLAB

MEZZANINE EL. 17'-6"

7 A3.40

EXISTING METAL PANELS TO RECEIVE PAINT-3 (DIV 09)

TE I IS I S OF LO U I T T ER E D A RCH

7'-0"

10'-2"

1 A3.40

A G RE

17'-6"

CURTAIN WALL (08 44 13)

J. R I P P K L R A REG. NO. 3454

E

M

WRAP (05 58 13) AT EXISTING STRUCTURAL STEEL BEAM

FIRST FLOOR EL. 0" 3/15/2017 4:32:04 PM

MEZZANINE EL. 17'-6"

5'-6 1/4"

MEZZANINE EL. 17'-6"

A EC NA T

2 A3.40

PERFORATED METAL PANEL - PERF-III (07 42 16) OVER PAINT-3

10'-6"

METAL PANEL - MTPL-I (07 42 16) PERFORATED METAL PANEL - PERF-I (07 42 16)

8'-6"

PERFORATED METAL PANEL - PERF-I (07 42 16) 9'-3 3/4"

CURTAIN WALL (08 44 13)

ST

C:\PROJECTS\RVT2016\14027 - Linear Park\14027_ARCH_R16_Local-AVD.rvt

METAL PANEL - MTPL-I (07 42 16)

8'-6"

PERFORATED METAL PANEL - PERF-I (07 42 16)

METAL PANEL - MTPL-II (07 42 16)

3 A3.20 A3.31

CROSS SECTION THRU ST. JOSEPH PORCH AT VESTIBULE 1/4" = 1'-0"

FIRST FLOOR EL. 0"

2 A3.20 A3.31

CROSS SECTION THRU ST. JOSEPH PORCH 1/4" = 1'-0"

FIRST FLOOR EL. 0"

1 A3.20 A3.31

CROSS SECTION THRU ST. JOSEPH PORCH

PROJECT NO.

N14023/14027

DRAWN BY

GIBBONS

CHECKED BY

EDR

DRAWING TITLE

EXTERIOR ELEVATIONS AND CROSS SECTIONS ST. JOSEPH PORCH

1/4" = 1'-0" SHEET NO.

A3.31

H.M

ELEVATION / SECTION NOTES EXISTING STOREFRONT TO RECEIVE PAINT 9 (DIV 09) EXISTING HOLLOW METAL DOORS TO RECEIVE PAINT 12 (DIV 09) PERFORATED METAL PANEL - PERF-1 OVER PERF-2 (07 42 16). SEE EXISTING STOREFRONT ENTRANCE DOORS TO RECEIVE PAINT 9 (DIV 09) EXISTING METAL WALL PANEL TO RECEIVE PAINT 2 (DIV 09) LINEAR LIGHT FIXTURE (DIV 26) BEYOND

1. UNLESS OTHERWISE INDICATED, PAINT ALL NEW CONSTRUCTION IN LOCATIONS INDICATED IN SECTION 09 90 00. 2. AT EXISTING CONSTRUCTION, PAINT ENTIRE CONTINUOUS, UNBROKEN SURFACE OF ALL CUT AND PATCHED, PREVIOUSLY PAINTED FINISHES, INCLUDING BUT NOT LIMITED TO STEEL KICKERS AT DEMOLISHED PORCH SOFFITS, METAL WALL PANELS AND CEMENT PLASTER WALLS. SEE SECTION 01 73 29 FOR ADDITIONAL INFORMATION.

SECOND FLOOR EL. 30'-4 3/4" 3 A3.41

CLARIFICATION OF SYMBOLS ON ELEVATIONS (UNLESS OTHERWISE INDICATED)

SCREEN HUNG FROM FLOOR SLAB

LINEAR LED LIGHT FIXTURE WITH LENS (DIV 26)

2 A3.41

PERFORATED METAL PANEL - PERF-1 (07 42 16)

EXISTING STRUCTURE

PERFORATED METAL PANEL - PERF-2 (07 42 16) OVER PERF-1 (07 42 16)

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

HP

12'-10 3/4"

E8 E9

H.Q

GENERAL NOTES PERTAINING TO PAINTING

CLARIFICATION OF REFERENCE DESIGNATIONS E E4 E5 E6 E7

H.W

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

H.Y

LINEAR LED LIGHT FIXTURE WITH LENS (DIV 26) PERFORATED METAL PANEL - PERF-I (07 42 16)

METAL PANEL - MTPL-1 (07 42 16)

PERFORATED METAL PANEL - PERF-II (07 42 16) METAL PANEL - MTPL-2 (07 42 16)

8'-4"

MEZZANINE EL. 17'-6"

1 A3.41

5'-0"

5'-0"

5'-0"

5'-0"

E

3 A3.22 A3.32

E9 E4

CROSS SECTION - HERITAGE PORCH 1 1/4" = 1'-0"

E6 E4

15'-4 1/2"

MEZZANINE EL. 17'-6"

1 SK-29 SK-32 SK-33

19.8

19.9

20

20.2

20.5

20.8

21

21.15

21.4 SECOND FLOOR EL. 30'-4 3/4"

NEW ORLEANS, LOUISIANA

5'-0"

1'-0"

5'-0"

1'-0"

5'-0"

LINEAR PARK

FIRST FLOOR EL. 0"

35'-0"

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

9'-2"

LINEAR LED LIGHT FIXTURE WITH LENS (DIV 26)

E9

MEZZANINE EL. 17'-6"

LIGHTING ACCESS PANEL,

9'-2"

RELOCATED FIRE ALARM DEVICES

CANOPY B.O.S. ZONES 6, 7, 8 EL. 9'-10" E7

DATE

ISSUED FOR

11/18/2016

REVIEW SET

11/30/2016

SFM REVIEW SET

01/31/2017

PRICING SET

03/15/2017

PERMIT SET

E7

FIRST FLOOR EL. 0" E5

E5

E8

E8

DATE

HERITAGE PARK PORCH - EAST ELEVATION - ENLARGED 1/4" = 1'-0"

15.7

16

16.25

16.27

16.4

16.47

16.9

17.1

17.3

17.4

17.5

17.73

17.75

ISSUED FOR

HERITAGE PARK PORCH - EAST ELEVATION 1" = 10'-0"

19

19.2

19.3

19.5

3 A3.32 4 A3.32

SECOND FLOOR EL. 30'-4 3/4" J. R I P P K L R A REG. NO. 3454

6'-6"

E

M

SECOND FLOOR EL. 30'-4 3/4"

5'-9 1/2" 2'-6"

CANOPY B.O.S. ZONES 6, 7, 8 EL. 9'-10"

FIRST FLOOR EL. 0"

MEZZANINE EL. 17'-6"

FIRST FLOOR EL. 0"

TE I IS I S OF LO U I T T ER E D A RCH

A G RE

MEZZANINE EL. 17'-6"

ST

C:\PROJECTS\RVT2016\14027 - Linear Park\14027_ARCH_R16_Local-AVD.rvt

2 A3.22 A3.32

1'-1 1/4"

4 A3.32 A3.32

REVISION

A EC NA T

E8

FIRST FLOOR EL. 0"

PROJECT NO.

N14023/14027

DRAWN BY

GIBBONS

CHECKED BY

EDR

3/15/2017 4:32:42 PM

DRAWING TITLE

1 A3.22 A3.32

HERITAGE PARK PORCH - EAST ELEVATION 1" = 10'-0"

EXTERIOR ELEVATIONS AND CROSS SECTIONS HERITAGE PARK PORCH SHEET NO.

A3.32

ALIGN PANEL REVEAL WITH CEILING REVEAL ABOVE

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

G.k

10 1/2"

METAL PANEL - MTPL-II (07 42 16) METAL PANEL - MTPL-I (07 42 16) ALIGN PANEL REVEAL WITH CEILING REVEAL ABOVE

7"

EXISTING STRUCTURAL FRAMING

9 A3.20 A3.40

HORIZONTAL SECTION THRU PERF-1 AT CORNER 1 1/2" = 1'-0"

1' - 8"

METAL STUDS (05 40 00)

METAL STUDS (05 40 00)

GYPSUM SHEATHING (06 16 43) FOIL FACED MEMBRANE (07 27 00)

PANEL SUPPORT (07 42 16) EXISTING STRUCTURAL FRAMING BEYOND

METAL TRACK (05 40 00) PERFORATED METAL PANEL - PERF-I (07 42 16)

PANEL SUPPORT (07 42 16)

MOUNTING BRACKET (07 42 16) METAL FLASHING (07 62 00) SEALANT (07 92 00) MOUNTING BRACKET (07 42 16)

PAINT 9 (DIV 9) AT EXISTING STOREFRONT

5 A3.31 A3.40

SECTION - ST. JOSEPH PORCH CEILING 1 1/2" = 1'-0"

METAL PANEL - MTPL-II (07 42 16)

PERFORATED METAL PANEL - PERF-I (07 42 16) PANEL SUPPORT (07 42 16)

MOUNTING BRACKET (07 42 16) UV RESISTANT WEATHER BARRIER (07 25 00)

METAL PANEL - MTPL-I (07 42 16)

EXTERNAL SHEATHING (07 42 16)

FORMED METAL COVER (05 75 00) INTERIOR PAINTED BLACK

METAL FLASHING (07 62 00)

G.g

NEW ORLEANS, LOUISIANA

PERFORATED METAL PANEL - PERF-I (07 42 16)

LINEAR PARK

METAL PANEL - MTPL-I (07 42 16)

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

SECOND FLOOR EL. 30'-4 3/4"

LIGHT FIXTURE (DIV 26) 1'-8"

METAL STUD FRAMING (09 22 16) PANEL SUPPORT (07 42 16)

8 A3.20 A3.40

SECTION THRU ST. JOSEPH PORCH AT CEILING

MOUNTING BRACKET (07 42 16)

1 1/2" = 1'-0" CONTINUOUS FURRING CHANNEL (05 40 00)

DATE

ISSUED FOR

11/18/2016

REVIEW SET

11/30/2016

SFM REVIEW SET

01/31/2017

PRICING SET

03/15/2017

PERMIT SET

PERFORATED METAL PANEL - PERF-III (07 42 16) OVER PAINT-1 (DIV 9). ATTACHED TO EXISTING METAL PANEL METAL TRACK (05 40 00) SOFFIT FRAMING TO BE PAINTED WITH PAINT-11 (DIV 9).

METAL STUDS (05 40 00) GYPSUM SHEATHING (06 16 43) UV RESISTANT WEATHER BARRIER (07 25 00)

EXTERNAL SHEATHING (07 42 16) DATE

UV RESISTANT WEATHER BARRIER (07 25 00) PANEL SUPPORT (07 42 16)

REVISION

ISSUED FOR

PERFORATED METAL PANEL - PERF-I (07 42 16)

4 A3.21 A3.40

SECTION - PORCH LIGHT FIXTURE

2 A3.31 A3.40

1 1/2" = 1'-0"

SECTION - ST. JOSEPH PORCH BULKHEAD 1 1/2" = 1'-0"

GYPSUM SHEATHING (06 16 43) UV RESISTANT WEATHER BARRIER (07 27 00)

PANEL SUPPORT (07 42 16) PERFORATED METAL PANEL - PERF-I (07 42 16) MOUNTING BRACKET (07 42 16) PERFORATED METAL PANEL - PERF-III (07 42 16) OVER PAINT 1 (DIV 9). ATTACHED TO EXISTING METAL PANEL.

FORMED METAL COVER (05 75 00) INTERIOR PAINTED BLACK PERFORATED METAL PANEL - PERF-III (07 42 16) LIGHT FIXTURE (DIV 26)

PAINT 3 (DIV 9)

METAL STUD FRAMING (09 22 16)

SECTION - ST. JOSEPH PORCH CEILING 1 1/2" = 1'-0"

METAL STUDS (05 40 00)

M

PERFORATED METAL PANEL - PERF-III (07 42 16)

6"

OVER PAINT 3 (DIV 9)

J. R I P P K L R A REG. NO. 3454

E

5/8"

8 3/8"

6 A3.31 A3.40

TE I IS I S OF LO U I T T ER E D A RCH

MOUNTING BRACKET (07 42 16)

4"

1'-3"

A G RE

FURRING CHANNEL (05 40 00) EXTERNAL SHEATHING (07 42 16)

4"

UV RESISTANT WEATHER BARRIER (07 25 00)

CONTINUOUS FURRING CHANNEL (05 40 00)

PANEL SUPPORT (07 42 16)

PANEL SUPPORT (07 42 16) MOUNTING BRACKET (07 42 16)

PERFORATED METAL PANEL - PERF-I (07 42 16)

7 A3.31 A3.40

A EC NA T

PANEL SUPPORT (07 42 16)

EXISTING METAL PANELS TO RECEIVE PAINT-3 (DIV 09)

3/15/2017 4:32:48 PM

A3.40

ST

C:\PROJECTS\RVT2016\14027 - Linear Park\14027_ARCH_R16_Local-AVD.rvt

4

3 A3.21 A3.40

SECTION - PORCH LIGHT FIXTURE 1 1/2" = 1'-0"

G.g

PERFORATED METAL PANEL - PERF-I (07 42 16)

PROJECT NO.

N14023/14027

METAL FLASHING (07 62 00)

DRAWN BY

GIBBONS

CHECKED BY

Checker

1 A3.31 A3.40

SECTION - ST. JOSEPH PORCH BULKHEAD 1 1/2" = 1'-0"

DRAWING TITLE

DETAILS - ST. JOSEPH PORCHES

SECTION - ST. JOSEPH PORCH DETAIL 1 1/2" = 1'-0" SHEET NO.

A3.40

BRAKE METAL - PAINT TO MATCH METAL PANEL - PERF II 1/2" MAX. GYPSUM SHEATHING (06 16 43) METAL STUDS (05 40 00)

METAL STUDS (05 40 00)

MOUNTING BRACKET (07 42 16)

GYPSUM SHEATHING (06 16 43)

PERFORATED METAL PANEL - PERF-I (07 42 16)

LINEAR LED LIGHT FIXTURE WITH LENS (DIV 26)

LINEAR LED LIGHT FIXTURE WITH LENS (DIV 26)

PANEL SUPPORT (07 42 16)

PERFORATED METAL PANEL - PERF-II (07 42 16) LINEAR LED LIGHT FIXTURE WITH LENS (DIV 26)

METAL PANEL - MTPL-I (07 42 16) MOUNTING BRACKET (07 42 16)

DATE

ISSUED FOR

11/18/2016

REVIEW SET

11/30/2016

SFM REVIEW SET

01/31/2017

PRICING SET

03/15/2017

PERMIT SET

1 3/8"

FURRING CHANNEL (05 40 00)

UV-RESISTANT WEATHER BARRIER - PAINT 1 (DIV 9) BEHIND AREAS WHERE PERF II (07 42 16) SITS IN FRONT OF PERF I (07 42 16)

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

CONTINUOUS FURRING CHANNEL (05 40 00)

NEW ORLEANS, LOUISIANA

UV-RESISTANT WEATHER BARRIER - PAINT 1 (DIV 9) BEHIND AREAS WHERE PERF II (07 42 16) SITS IN FRONT OF PERF I (07 42 16)

LINEAR PARK

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

H.W

PANEL SUPPORT (07 42 16)

PERFORATED METAL PANEL - PERF-II (07 42 16)

PERFORATED METAL PANEL - PERF-II (07 42 16) DATE

LINEAR LED LIGHT FIXTURE WITH LENS (DIV 26)

REVISION

ISSUED FOR

MOUNTING BRACKET (07 42 16)

BRAKE METAL - PAINT TO MATCH METAL PANEL - PERF II

LINEAR LED LIGHT FIXTURE WITH LENS (DIV 26) PANEL SUPPORT (07 42 16) PERFORATED METAL PANEL - PERF-I (07 42 16) PAINT 1 (DIV 9)

3 A3.32 A3.41

SECTION - HERITAGE PARK PORCH CEILING 1 1/2" = 1'-0"

2 A3.32 A3.41

SECTION - HERITAGE PARK PORCH CEILING AT EXISTING WALL 1 1/2" = 1'-0"

PERFORATED METAL PANEL - PERF-II (07 42 16)

PANEL SUPPORT (07 42 16) LINEAR LED LIGHT FIXTURE WITH LENS (DIV 26)

PERFORATED METAL PANEL - PERF-II (07 42 16)

M

J. R I P P K L R A REG. NO. 3454

E

10"

PERFORATED METAL PANEL - PERF-I (07 42 16)

A EC NA T

LINEAR LED LIGHT FIXTURE WITH LENS (DIV 26) TE I IS I S OF LO U I T T ER E D A RCH

2"

BRAKE METAL TRIM - PAINT TO MATCH METAL PANEL - PERF II

A G RE

3/15/2017 4:32:53 PM

MOUNTING BRACKET (07 42 16)

ST

C:\PROJECTS\RVT2016\14027 - Linear Park\14027_ARCH_R16_Local-AVD.rvt

PERFORATED METAL PANEL - PERF-I (07 42 16)

END PAINT 1 (DIV 9) HERE

1 A3.32 A3.41

SECTION - HERITAGE PARK PORCH PERFORATION AT EXISTING WALL 1 1/2" = 1'-0"

PROJECT NO.

N14023/14027

DRAWN BY

GIBBONS

CHECKED BY

Checker

DRAWING TITLE

DETAILS -HERITAGE PARK PORCH

SHEET NO.

A3.41

2

15'-0"

15'-0"

15'-0"

15'-0"

15'-0"

15'-0"

15'-0"

15'-0"

15'-0"

C6-1 15'-0"

15'-0"

15'-0"

15'-0"

15'-0"

15'-0"

15'-0"

15'-0"

C6-2

C6-3

C6-4

C6-5

C6-6

C6-7

C6-8

C6-9

C6-10

C6-11

C6-12

7'-5 1/2"

J9 2'-1"

A4.51

19'-2"

C3

C3

C3

C3

C3

C3

C5

C5

13'-9"

OPP C4

C3

C5-B

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

15'-0"

15'-0"

2'-1"

7'-5 1/2"

C6-13

C6-14

C6-15

C6-16

C6-17

C7-18

C6-19

2'-8 1/2"

CANOPY TYPE MAKER

C_

C6-20

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

NOTE: SEE SHEETS A4.20 AND A4.21 FOR ENLARGED PLANS OF MOVING WALK CANOPY MODULES

C5-A 2'-8 1/2"

29'-11 1/2"

30'-0"

30'-0"

30'-0"

30'-0"

30'-0"

30'-0"

30'-0"

299'-11" 6

A4.50

C5-2

C5-1

15'-0"

15'-0"

15'-0"

15'-0"

15'-0"

15'-0"

7'-5 1/2"

C4-6

19'-2"

13'-9"

15'-0"

15'-0"

15'-0"

15'-0"

15'-0"

C3

C3

C4-3

C4-2

C4-1

15'-0"

15'-0"

15'-0"

15'-0"

7'-5 1/2"

C3

C3

C5-A 29'-11 1/2"

30'-0"

5

30'-0"

A4.51

30'-0"

ROOF PLAN - MW 4

4 A3.00 A4.10

3/32" = 1'-0"

C3-12

C3-11

C3-9

15'-0"

15'-0"

C3-8 15'-0" 1"

C3-7 15'-0"

C3-6 15'-0" 1"

C3-5 15'-0"

C3-4 15'-0" 1"

3/32" = 1'-0"

C3-3 15'-0"

C3-2

C3-1

15'-0" 1"

15'-0"

7'-5 1/2"

C3

C3

C3

C3

19'-2"

C3

C3-B

2'-8 1/2"

C3

13'-9"

2'-8 1/2"

15'-0"

C3-10

C4-A

29'-11 1/2"

A4.50

ROOF PLAN - MW 5

7'-5 1/2"

C4-B

149'-11" 4

1

5 A3.00 A4.10

C4-4

C3

119'-11"

A4.50

C4-5

C5-B

2'-8 1/2"

29'-11"

30'-0"

30'-0"

30'-0"

C3

C4

C4-7

7'-5 1/2"

OPP

C5

C5

C4-8

2'-8 1/2"

15'-0"

C4-9

2'-8 1/2"

7'-5 1/2"

2'-8 1/2"

2'-1"

J9

C4-10

29'-11 1/2"

30'-0"

30'-0"

30'-0" 179'-11"

30'-0"

A4.51

C3-A

29'-11 1/2"

3

1

3 A3.00 A4.10

A4.50

NEW ORLEANS, LOUISIANA

C5-3

A4.51

LINEAR PARK

2

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

C5-4

13'-9"

C5-5

3/32" = 1'-0"

1/4" / 12"

C5-6

C5-7

C5-8

ROOF PLAN - MW 6 & 7

6 A3.00 A4.10

19'-2"

30'-0"

29'-11 1/2"

ROOF PLAN - MW 3 3/32" = 1'-0"

DATE

ISSUED FOR

11/18/2016

REVIEW SET

11/30/2016

SFM REVIEW SET

01/31/2017

PRICING SET

03/15/2017

PERMIT SET

C1-B 1

C2-16 15'-0"

C2-14 15'-0"

C2-13 15'-0"

C2-12 15'-0"

A4.51

C2-11

15'-0"

C2-10 15'-0"

C2-9 15'-0"

C2-8 15'-0"

C2-7 15'-0"

C2-6 15'-0"

C2-5 15'-0"

C2-4 15'-0"

C2-3

C2-2

15'-0"

15'-0"

C2-1 15'-0"

7'-5 1/2" 2'-8 1/2"

7'-5 1/2"

C2-15

C3

C3

C3

C3

C3

29'-11 1/2"

30'-0"

30'-0"

30'-0"

30'-0"

30'-0"

30'-0"

ISSUED FOR

19'-2"

C3

13'-9"

C3

REVISION

C2-B

2'-8 1/2"

C3

DATE

C2-A

C1-B

29'-11 1/2"

239'-11" 2

2 A3.00 A4.10

C1-18

C1-17

7

6

A4.52

A4.52

C1-16

C1-15

C1-14

C1-13

C1-12

C1-11

C1-10

C1-9

C1-8

C1-7

C1-6

C1-5

C1-4

C1-3

ROOF PLAN - MW 2 3/32" = 1'-0"

C1-2

C1-1

C1

2'-8 1/2"

C2

7'-5 1/2"

15'-0"

15'-0"

15'-0"

30'-0"

15'-0"

15'-0"

15'-0"

15'-0" 1

15'-0"

15'-0"

15'-0"

15'-0"

15'-0"

15'-0"

15'-0"

15'-0"

7'-5 1/2"

270'-0"

A EC NA T

C1

19'-8 1/2"

C1 C2

M

2'-8 1/2"

C1

14'-3 1/2"

1'-3"

C1 C2

TE I IS I S OF LO U I T T ER E D A RCH

A G RE

C1

C1-B

J. R I P P K L R A REG. NO. 3454

E

1'-3"

G.k

ST

C:\PROJECTS\RVT2016\14027 - Linear Park\14027_ARCH_R16_Local-AVD.rvt

A4.50

C1-A PROJECT NO.

N14023/14027

DRAWN BY

KALINA

CHECKED BY

Checker

DRAWING TITLE

3/15/2017 4:32:57 PM

A4.50

1 A3.00 A4.10

ROOF PLAN - MW 1 3/32" = 1'-0"

KEY PLAN - MOVING WALK CANOPY

SHEET NO.

A4.10

PLANTER

BENCH

C6-12

C6-13

C6-14

C6-15

C6-16

C6-17

C7-18

C6-19

C6-20

C6-1

C6-2

C6-3

C6-4

C6-5

C6-6

C6-7

C6-8

C6-9

C6-10

C6-11

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

CLARIFICATION OF SYMBOLS

J9 C5-B

C5-A

6

6 A4.11

A4.50

C5-3

C5-1

C5-2

C4-10

C4-9

C4-8

C4-7

C4-6

C4-5

C4-4

C4-3

C4-2

C4-1

J9

A4.53

C5-B

C4-B

C5-A

C4-A

6

0"

5 A4.11

1

2

A4.12

A4.12

FLOOR PLAN - PLANTER AND BENCH LAYOUT AT MW 5

4 A4.11

3/32" = 1'-0"

C3-12

C3-11

C3-10

C3-9

C3-8

C3-7

C3-6

C3-5

FLOOR PLAN - PLANTER AND BENCH LAYOUT AT MW 4 3/32" = 1'-0"

C3-4

C3-3

C3-2

C3-1

NEW ORLEANS, LOUISIANA

C5-4

C5-5

LINEAR PARK

C5-6

C5-7

3/32" = 1'-0"

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

C5-8

FLOOR PLAN - PLANTER AND BENCH LAYOUT AT MW 6 & 7

C3-B

4"

4"

4'-0"

4"

4"

10'-0"

4"

15'-0"

C3-A

7 A4.11

MOVING WALKWAY BUFFER - TYPICAL MODULE

3 FLOOR PLAN C1-B A4.11 3/32" = 1'-0"

1/4" = 1'-0"

C2-16

C2-15

C2-14

C2-13

C2-12

C2-11

C2-10

C2-9

C2-8

C2-7

C2-6

C2-5

C2-4

DATE

ISSUED FOR

11/18/2016

REVIEW SET

11/30/2016

SFM REVIEW SET

01/31/2017

PRICING SET

03/15/2017

PERMIT SET

- PLANTER AND BENCH LAYOUT AT MW 3 DATE

C2-3

C2-2

REVISION

ISSUED FOR

C2-1

C2-B

FLOOR PLAN - PLANTER AND BENCH LAYOUT AT MW 2

C1-17

C1-16

C1-15

C1-14

C1-13

C1-12

C1-11

C1-10

C1-9

C1-8

C1-7

C1-6

C1-5

C1-4

C1-3

C1-2

C1-1

A G RE

TE I IS I S OF LO U I T T ER E D A RCH

G.k

14'-3 1/2"

C1-B

C1-A 7 3/15/2017 4:33:09 PM

E

C1-18

J. R I P P K L R A REG. NO. 3454

A EC NA T

3/32" = 1'-0" M

2 A4.11

C1-B

ST

C:\PROJECTS\RVT2016\14027 - Linear Park\14027_ARCH_R16_Local-AVD.rvt

C2-A

TYP.

A4.12

4

5 TYP.

A4.12

TYP.

A4.12

6

TYP.

A4.12

1 A4.11

PROJECT NO.

N14023/14027

DRAWN BY

Author

CHECKED BY

Checker

DRAWING TITLE

KEY PLAN WALKWAY BENCHES AND PLANTERS

FLOOR PLAN - PLANTER AND BENCH LAYOUT AT MW 1 3/32" = 1'-0" SHEET NO.

A4.11

3"

6"

3"

CORNER RADIUS R 1/4" 1" MIN. CLEARANCE

3"

2

3

A4.12

A4.12

CAST STONE BENCH (12 93 00)

CAST STONE BENCH (12 93 00)

1'-1"

1'-6"

1'-4" 2"

1'-6"

4'-0"

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

1'-0"

1"

1" 6"

6"

TYPICAL ELEVATION - 4FT BENCH 3/4" = 1'-0" 2"

7 A4.11 A4.12

2'-10"

FIRST FLOOR EL. 0"

A4.12

SECTION THROUGH WALKWAY BENCH - 12" WIDE

3 A4.12 A4.12

1'-4"

3" = 1'-0"

1'-6"

2"

1'-6"

10'-0"

1"

1"

6"

4'-2"

6"

4'-2"

3"

6"

1'-0"

3" 1" MIN. CLEARANCE

3"

CORNER RADIUS R 1/4"

6 A4.11 A4.12

TYPICAL ELEVATION - 10FT BENCH 3/4" = 1'-0"

1'-1"

1'-6"

CAST STONE BENCH (12 93 00)

NEW ORLEANS, LOUISIANA

A4.12

LINEAR PARK

3

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

CAST STONE BENCH (12 93 00)

2

1 2"

A4.12

FIRST FLOOR EL. 0"

2"

2"

4'-0"

DATE

ISSUED FOR

11/18/2016

REVIEW SET

11/30/2016

SFM REVIEW SET

01/31/2017

PRICING SET

03/15/2017

PERMIT SET

1'-4"

CAST STONE PLANTER (12 93 00)

CAST STONE SLEEPERS

2"

2 A4.11 A4.12 2"

6"

2'-8"

6"

SECTION THROUGH WALKWAY BENCH - 18" WIDE 3" = 1'-0"

2" DATE

5 A4.11 A4.12

3/4" = 1'-0"

1'-6"

3"

1'-0"

3"

1 CAST STONE PLANTER (12 93 00)

A4.12

A EC NA T

M

1'-4"

J. R I P P K L R A REG. NO. 3454

E

1'-6"

10'-0"

ST

6"

4'-1"

6"

4'-1"

6"

TE I IS I S OF LO U I T T ER E D A RCH

2"

2"

2"

A G RE

C:\PROJECTS\RVT2016\14027 - Linear Park\14027_ARCH_R16_Local-AVD.rvt

ISSUED FOR

TYPICAL ELEVATION - 4FT PLANTER CAST STONE PLANTER (12 93 00)

3/15/2017 4:33:29 PM

REVISION

FIRST FLOOR EL. 0" 4 A4.11 A4.12

TYPICAL ELEVATION - 10FT PLANTER

PROJECT NO.

N14023/14027

DRAWN BY

Author

CHECKED BY

Checker

DRAWING TITLE

3/4" = 1'-0"

1 A4.11 A4.12

SECTION THROUGH WALKWAY PLANTER - 18" WIDE 3" = 1'-0"

DETAILS - WALKWAY BENCHES AND PLANTERS

SHEET NO.

A4.12

AESS COLUMN (05 12 13)

AESS PLATE (05 12 13) EXISTING COLUMN

G.k 5'-0 1/2"

C1-B

AESS PLATE (05 12 13)

15'-0"

1'-0 1/4"

1/2"

7'-4 1/2"

7'-5 1/2"

1"

7'-5"

1"

7'-5 1/2"

7'-5"

1"

7'-4 1/2"

15'-0"

29'-11"

1/2"

7'-5 1/2"

29'-11"

1/2"

7'-4 1/2"

1"

7'-5"

1"

7'-5"

7'-5"

1"

15'-0"

-

1/4" = 1'-0"

RCP - MOVING WALK CANOPY - TYPE C1 1/4" = 1'-0"

COMPOSITE METAL PANEL (05 75 00)

COLUMN COVER

7 A4.52

STEEL COLLAR (05 12 13) SEE STRUCTURAL

METAL GRAVEL STOP (07 62 00)

THERMOPLASTIC POLYOLEFIN (TPO) ROOFING (07 54 23)

A4.51

1/4" = 1'-0"

THERMOPLASTIC POLYOLEFIN (TPO) ROOFING (07 54 23)

COMPOSITE METAL PANEL (05 75 00)

1

7 A4.20

THERMOPLASTIC POLYOLEFIN (TPO) ROOFING (07 54 23)

6 A4.52

AESS PLATE (05 12 13)

1'-3"

METAL GRAVEL STOP (07 62 00)

RCP - MOVING WALK CANOPY - TYPE C2

METAL GRAVEL STOP (07 62 00)

1" GAP BETWEEN CANOPIES ADJACENT CANOPY

AESS PLATE (05 12 13)

AESS PLATE (05 12 13)

7'-5"

-

8 A4.20

1/2"

-

-

RCP - MOVING WALK CANOPY - TYPE C3

7'-4 1/2"

-

9 A4.20

19'-8 1/2"

2'-8 1/2"

2'-2"

1/2"

1" GAP BETWEEN CANOPIES, TYP

G.k

2'-8 1/2"

2'-8 1/2"

G.k C1-B

C1-B

1 A4.54

Opp

3

METAL GUTTER (07 62 00) AESS COLUMN (05 12 13) INSIDE GALVANIZED FOR USE AS DOWNSPOUT

AESS COLUMN (05 12 13) INSIDE GALVANIZED FOR USE AS DOWNSPOUT METAL GUTTER (07 62 00)

3

1 A4.54

AESS PLATE (05 12 13)

COMPOSITE METAL PANEL (05 75 00) AESS PLATE (05 12 13)

COMPOSITE METAL PANEL (05 75 00)

A4.53

19'-8 1/2"

1 A4.54

A4.53

A4.53

14'-3 1/2"

4

1/4" / 12"

4

1/4" / 12"

19'-2"

13'-9"

1/4" / 12"

A4.53

15'-11 1/4"

A4.53

13'-2 3/4"

5

5

Opp

Opp

1'-0 3/4"

-

A4.53

1/2" METAL PANEL JOINT

AESS PLATE (05 12 13)

C1-A

7'-5 1/2"

1"

7'-5"

1"

7'-4 1/2"

15'-0"

1/2"

7'-5 1/2"

1"

7'-5"

7'-5 1/2"

1/2"

1/2"

7'-4 1/2"

1"

7'-5 1/2"

15'-0" 29'-11"

-

AESS COLUMN (05 12 13) INSIDE GALVANIZED FOR USE AS DOWNSPOUT

7'-5"

1"

7'-5"

1"

7'-4 1/2"

1/2"

29'-11"

METAL GUTTER (07 62 00)

15'-0"

COMPOSITE METAL PANEL (05 75 00)

ISSUED FOR

11/18/2016

REVIEW SET

11/30/2016

SFM REVIEW SET

01/31/2017

PRICING SET

03/15/2017

PERMIT SET

AESS PLATE (05 12 13)

-

6 A4.20

7'-4 1/2"

1"

2'-8 1/2"

2'-8 1/2"

7'-5"

7'-5"

1"

-

1"

7'-4 1/2"

-

7'-4 1/2"

1/2"

DATE

-

1/2"

C1-A

2'-8 1/2"

AESS PLATE (05 12 13)

NEW ORLEANS, LOUISIANA

7'-4 1/2"

LINEAR PARK

7'-5 1/2"

1"

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

7'-5"

2'-2"

1"

C1-A

C1-A

2'-2 1/2"

7'-5"

1"

1'-1"

6 1/4" 2'-8 3/4"

7'-4 1/2"

1'-1"

AESS PLATE (05 12 13)

-

1/2"

C1-B

2'-4" 15'-11 1/4"

AESS PLATE (05 12 13)

AESS PLATE (05 12 13)

11'-5"

1'-6"

1'-3 1/4" 11'-5 1/2"

TYP

1/4" / 12"

1/4" / 12"

12'-5"

19'-2"

1'-6"

AESS COLUMN (05 12 13)

14'-3 1/2"

3'-6"

STEEL COLLAR (05 12 13) SEE STRUCTURALL

1'-3"

G.k

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

AESS PLATE (05 12 13)

1'-5 1/2"

2'-8 1/4"

9 3/4"

FIBER REINFORCED CEMENTITIOUS PANELS (07 44 56) AESS COLUMN (05 12 13)

FIBER REINFORCED CEMENTITIOUS PANELS (07 44 56)

FIBER REINFORCED CEMENTITIOUS PANELS (07 44 56)

2'-8 1/2"

AESS PLATE (05 12 13)

ROOF PLAN - MOVING WALK CANOPY - TYPE C3

5 A4.20

1/4" = 1'-0"

ROOF PLAN - MOVING WALK CANOPY - TYPE C2

4 A4.20

1/4" = 1'-0"

ROOF PLAN - MOVING WALK CANOPY - TYPE C1

DATE

1/4" = 1'-0"

REVISION

ISSUED FOR

15'-0" TYP 1

J. R I P P K L R A REG. NO. 3454

E

M

12'-0"

14'-3 1/2"

1'-3"

C1-B

A EC NA T

1'-3" 1'-3" 12'-0"

13'-9"

12'-0"

C1-B

ST

TE I IS I S OF LO U I T T ER E D A RCH

10 1/2"

2

SEE A4.11 FOR PLANTER / BENCH LOCATIONS.

A4.53

15'-0"

15'-0"

INSIDE GALVANIZED FOR USE AS DOWNSPOUT

SEE A4.11 FOR PLANTER / BENCH LOCATIONS.

2

AESS COLUMN (05 12 13) INSIDE GALVANIZED FOR USE AS DOWNSPOUT

A4.53

-

-

1/4" = 1'-0"

2 A4.20

FLOOR PLAN - MOVING WALK CANOPY - TYPE C2 1/4" = 1'-0"

SEE A4.11 FOR PLANTER / BENCH LOCATIONS.

PROJECT NO.

N14023/14027

DRAWN BY

WANG

CHECKED BY

Checker

DRAWING TITLE

ENLARGED PLANS MOVING WALK CANOPY

-

FLOOR PLAN - MOVING WALK CANOPY - TYPE C3

MOVING WALK (14 30 00)

-

3 A4.20

C1-A

MOVING WALK (14 30 00)

AESS COLUMN (05 12 13)

MOVING WALK (14 30 00)

15'-0"

C1-A

-

AESS COLUMN (05 12 13) INSIDE GALVANIZED FOR USE AS DOWNSPOUT

1'-0 1/2"

1'-0 1/2"

A G RE

-

C:\PROJECTS\RVT2016\14027 - Linear Park\14027_ARCH_R16_Local-AVD.rvt

-

3/15/2017 4:33:34 PM

AESS COLUMN (05 12 13)

14'-3 1/2"

G.k

A4.53 10 1/2"

AESS COLUMN (05 12 13)

1 A4.20

FLOOR PLAN - MOVING WALK CANOPY - TYPE C1 1/4" = 1'-0" SHEET NO.

A4.20

1/2"

7'-5"

1/2"

J9

J9

C5-B

C5-B AESS PLATE (05 12 13)

9 1/2"

AESS PLATE (05 12 13)

AESS PLATE (05 12 13)

AESS PLATE (05 12 13)

16'-11 1/4"

FIBER REINFORCED CEMENTITIOUS PANELS (07 44 56)

12'-5"

1/4" / 12"

FIBER REINFORCED CEMENTITIOUS PANELS (07 44 56)

19'-2"

12'-5 3/8"

AESS PLATE (05 12 13)

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

7'-5"

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

1"

1'-7 1/4"

7'-5"

5 3/4"

1"

9 1/2"

7'-4 1/2"

7 1/2"

1'-7 1/4"

5 3/4"

1/2"

AESS PLATE (05 12 13)

AESS COLUMN (05 12 13)

6 1/8"

AESS COLUMN (05 12 13)

C5-A

C5-A

7'-4 1/2"

15'-0"

1/2"

1/2"

7'-4 1/2"

7'-5 1/2"

1"

1"

7'-5 1/2"

-

9 A4.21

7'-5"

7'-5"

7'-4 1/2"

1"

15'-0"

1/2"

7'-5 1/2"

RCP - MOVING WALK - C5

RCP - MOVING WALK CANOPY - TYPE C4

8 A4.21

1/4" = 1'-0"

1/4" = 1'-0"

METAL PANEL JOINT (05 75 00) ALIGN WITH AESS PLATE. TYP.

A4.51

2

A4.51

A4.51

J9

CONTINUOUS FRAME (05 75 00). COLOR TO MATCH PANEL. METAL GRAVEL STOP (07 62 00)

AESS PLATE (05 12 13)

A4.53

1/2"

7'-5 1/2"

C5-B

THERMOPLASTIC POLYOLEFIN (TPO) ROOFING (07 54 23)

5

Opp

Sim

C5-B

AESS PLATE (05 12 13)

Opp

A4.54

METAL GUTTER (07 62 00)

6

AESS COLUMN (05 12 13) INSIDE GALVANIZED FOR USE AS DOWNSPOUT

A4.53

A4.53

16'-11 1/4"

1

13'-9"

19'-2"

1/4" / 12"

A4.54

6

6 1/4" / 12"

A4.53

THERMOPLASTIC POLYOLEFIN (TPO) ROOFING (07 54 23)

1

J9 2'-1"

AESS PLATE (05 12 13)

EXISTING MCCNO COLUMN

2

1'-7 1/4"

METAL GRAVEL STOP (07 62 00)

1

5 3/4"

COMPOSITE METAL PANEL (05 75 00)

METAL GUTTER (07 62 00) COMPOSITE METAL PANEL (05 75 00)

COMPOSITE METAL PANEL (05 75 00)

AESS PLATE (05 12 13)

C5-A 2'-8 1/2"

C5-A

AESS PLATE (05 12 13) 7'-4 1/2"

1"

7'-5"

1"

7'-5 1/2"

7'-5"

1"

7'-4 1/2"

15'-0"

1/2" 1/2"

7'-5 1/2"

AESS COLUMN (05 12 13) INSIDE GALVANIZZED FOR USE AS DOWNSPOUT

7'-4 1/2"

7'-5"

1"

1"

7'-5"

7'-4 1/2"

1"

15'-0"

7'-5 1/2"

1/2"

7'-5 1/2"

29'-11"

-

-

-

ROOF PLAN - MOVING WALK - C5

5 A4.21

1/4" = 1'-0"

10 1/2"

6 A4.21

-

1/2"

NEW ORLEANS, LOUISIANA

1"

LINEAR PARK

7'-5 1/2"

7'-5"

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

1"

2'-8 1/2"

7'-5"

2'-8 1/2"

1"

-

7'-4 1/2"

-

1/2"

6 1/2"

AESS PLATE (05 12 13)

AESS PLATE (05 12 13)

1/4" = 1'-0"

ISSUED FOR

11/18/2016

REVIEW SET

11/30/2016

SFM REVIEW SET

01/31/2017

PRICING SET

03/15/2017

PERMIT SET

DATE

REVISION

ISSUED FOR

J9 2'-1"

AESS COLUMN (05 12 13)

ROOF PLAN - MOVING WALK CANOPY - TYPE C4

DATE

EXISTING COLUMN

C5-B 2'-1"

J9

10 1/2" 12'-0"

12'-0"

13'-9"

M

E

J. R I P P K L R A REG. NO. 3454

10 1/2"

10 1/2"

C5-A SEE A4.11 FOR PLANTER / BENCH LOCATIONS AESS COLUMN (05 12 13) INSIDE GALVANIZED FOR USE AS DOWNSPOUT

TE I IS I S OF LO U I T T ER E D A RCH

C5-A SEE A4.11 FOR PLANTER / BENCH LOCATIONS

15'-0"

A EC NA T

MOVING WALK (14 30 00) A G RE

15'-0"

AESS COLUMN (05 12 13)

AESS COLUMN (05 12 13)

INSIDE GALVANIZED FOR USE AS DOWNSPOUT

-

-

-

-

3/15/2017 4:33:39 PM

MOVING WALK (14 30 00)

ST

C:\PROJECTS\RVT2016\14027 - Linear Park\14027_ARCH_R16_Local-AVD.rvt

C5-B

PROJECT NO.

N14023/14027

DRAWN BY

KALINA

CHECKED BY

Checker

DRAWING TITLE

ENLARGED PLANS MOVING WALK CANOPY 3 A4.21

FLOOR PLAN - MOVING WALK - C5 1/4" = 1'-0"

2 A4.21

FLOOR PLAN - MOVING WALK CANOPY - TYPE C4 1/4" = 1'-0" SHEET NO.

A4.21

C6-19

C7-18

C6-17

C6-16

C6-15

C6-14

C6-13

C6-12

C6-11

C6-10

C6-9

C6-8

C6-7

C6-6

C6-5

C6-4

C6-3

C6-2

C6-1

300'-0"

CANOPY B.O.S. ZONES 9, 10 EL. 10'-3"

GRADE EL. VARIES CAST STONE SEATING

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

C6-20

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

GENERAL NOTES: MOVING WALK CANOPY ELEVATION TO BE SET BY PLAN ZONE IN RELAITON TO CONVENTION CENTER FINISHED FLOOR. ELEVATION NOT RELATIVE TO FINISHED PARK SURFACE.

CAST STONE SEATING

6 A4.10 A4.50

CAST STONE PLANTER EXISTING COLUMNS

CAST STONE PLANTER

MOVING WALKWAY CANOPY

EXISTING COLUMNS

ELEVATION - CANOPY AT MW6&7 3/32" = 1'-0"

MOVING WALKWAY COLUMN

C5-8

C5-7

C5-6

C5-5

C5-4

C5-3

C5-2

C5-1

CANOPY B.O.S. ZONES 9, 10 EL. 10'-3"

GRADE EL. VARIES 5 A4.10 A4.50

CAST STONE PLANTER EXISTING COLUMNS

MOVING WALKWAY CANOPY

ELEVATION - CANOPY AT MW5 3/32" = 1'-0"

C4-9

C4-8

C4-7

C4-6

C4-5

C4-4

C4-3

C4-2

C4-1

CANOPY B.O.S. ZONES 6, 7, 8 EL. 9'-10"

GRADE EL. VARIES 4 A4.10 A4.50

MOVING WALKWAY WALL

ELEVATION - CANOPY AT MW4 3/32" = 1'-0"

MOVING WALKWAY CANOPY MOVING WALKWAY COLUMN

C3-12

C3-11

C3-10

C3-9

C3-8

C3-7

C3-6

C3-5

C3-4

C3-3

C3-2

C3-1

180'-0"

CANOPY B.O.S. ZONES 6, 7, 8 EL. 9'-10"

GRADE EL. VARIES MOVING WALKWAY WALL MOVING WALKWAY CANOPY

3 A4.10 A4.50

MOVING WALKWAY COLUMN

C2-16

C2-15

C2-14

C2-13

C2-12

C2-11

C2-10

C2-9

C2-8

C2-7

C2-6

C2-5

C2-4

C2-3

C2-2

ELEVATION - CANOPY AT MW3

DATE

ISSUED FOR

11/18/2016

REVIEW SET

11/30/2016

SFM REVIEW SET

01/31/2017

PRICING SET

03/15/2017

PERMIT SET

3/32" = 1'-0"

C2-1

240'-0"

CANOPY B.O.S. ZONES 6, 7, 8 EL. 9'-10"

NEW ORLEANS, LOUISIANA

C4-10

LINEAR PARK

CAST STONE SEATING

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

MOVING WALKWAY COLUMN

DATE

REVISION

ISSUED FOR

GRADE EL. VARIES MOVING WALKWAY WALL

2 A4.10 A4.50

MOVING WALKWAY CANOPY

C1-17

C1-16

C1-15

C1-14

C1-13

C1-11

C1-10

C1-9

C1-8

C1-7

C1-6

C1-5

C1-4

C1-3

C1-2

C1-1

E

J. R I P P K L R A REG. NO. 3454

CANOPY B.O.S. ZONE 5 EL. 11'-8 1/4"

A EC NA T

270'-0"

A G RE

TE I IS I S OF LO U I T T ER E D A RCH

GRADE EL. VARIES

MOVING WALKWAY CANOPY

PROJECT NO.

N14023/14027

DRAWN BY

KALNIA

CHECKED BY

Checker

DRAWING TITLE EXISTING COLUMNS

MOVING WALKWAY COLUMN EXISTING COLUMNS

CAST STONE PLANTER 3/15/2017 4:43:20 PM

C1-12

M

C1-18

3/32" = 1'-0"

ST

C:\PROJECTS\RVT2016\14027 - Linear Park\14027_ARCH_R16_Local-AVD.rvt

MOVING WALKWAY COLUMN

ELEVATION - CANOPY AT MW2

CAST STONE SEATING

EXISTING CANOPY

EXISTING COLUMNS

1 A4.10 A4.50

ELEVATION - CANOPY AT MW1 3/32" = 1'-0"

ELEVATIONS MOVING WALK CANOPY

SHEET NO.

A4.50

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

GENERAL NOTES: MOVING WALK CANOPY ELEVATION TO BE SET BY PLAN ZONE IN RELAITON TO CONVENTION CENTER FINISHED FLOOR. ELEVATION NOT RELATIVE TO FINISHED PARK SURFACE.

AESS PLATE (05 12 13)

METAL GRAVEL STOP (07 62 00) THERMOPLASTIC POLYOLEFIN (TPO) ROOFING (07 54 23)

AESS PLATE (05 12 13)

THERMOPLASTIC POLYOLEFIN (TPO) ROOFING (07 54 23) AESS PLATE (05 12 13)

AESS COLUMN (05 12 13) FIBER REINFORCED CEMENTITIOUS PANELS (07 44 56) METAL GUTTER (07 62 00)

METAL GUTTER (07 62 00)

COMPOSITE METAL PANEL (05 75 00)

COMPOSITE METAL PANEL (05 75 00)

AESS COLUMN (05 12 13)

AESS PLATE (05 12 13) METAL GRAVEL STOP (07 62 00)

AESS PLATE (05 12 13)

AESS COLUMN (05 12 13)

MOVING WALKWAY NOT SHOWN FOR CLARITY

5 A4.51

ISOMETRIC - CANOPY TYPE C4

4 A4.51

C5-A

K1

ISOMETRIC - CANOPY TYPE C3 - WORMS EYE

C5-B

K

3 A4.51

ISOMETRIC - CANOPY TYPE C3 - TYPICAL

J9

2'-1"

EXISTING CANOPY

C2-A

2'-8 1/2"

13'-9"

C2-B

NEW ORLEANS, LOUISIANA

AESS PLATE (05 12 13)

LINEAR PARK

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

COMPOSITE METAL PANEL (05 75 00)

DATE

ISSUED FOR

11/18/2016

REVIEW SET

11/30/2016

SFM REVIEW SET

01/31/2017

PRICING SET

03/15/2017

PERMIT SET

5 3/4" 1

4 A4.54

1

2 A4.54

A4.54

A4.54 2'-8 1/2"

13'-9"

2'-8 1/2"

CANOPY B.O.S. ZONES 9, 10 E.L. 10' - 3"

CANOPY B.O.S. ZONES 9, 10 EL. 10'-3"

DATE

REVISION

ISSUED FOR

CANOPY B.O.S. ZONES 6, 7, 8 EL. 9'-10"

3 A4.54 4 A4.54 AESS COLUMN (05 12 13)

SEE A4.11 FOR PLANTER/ BENCH LOCATIONS

GRADE EL VARIES

GRADE EL. VARIES

A EC NA T

UNIT PAVING (32 14 00)

J. R I P P K L R A REG. NO. 3454

E

M

SEE A4.11 FOR PLANTER/ BENCH LOCATIONS

ST

TE I IS I S OF LO U I T T ER E D A RCH

A G RE

C:\PROJECTS\RVT2016\14027 - Linear Park\14027_ARCH_R16_Local-AVD.rvt

AESS COLUMN (05 12 13)

GRADE BEAM SLEVE THRU GRADE BEAM AT DOWNSPOUT LOCATION. TYP.

PROJECT NO.

N14023/14027

DRAWN BY

O'CAIN

CHECKED BY

Checker

3/15/2017 4:43:30 PM

DRAWING TITLE

2 A4.10 A4.51

CROSS SECTION THRU MOVING WALK CANOPY TYPE C5 1/2" = 1'-0"

1 A4.10 A4.51

CROSS SECTION THRU MOVING WALK CANOPY TYPE C3 - TYP. 1/2" = 1'-0"

CROSS SECTIONS MOVING WALK CANOPY

SHEET NO.

A4.51

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

GENERAL NOTES: MOVING WALK CANOPY ELEVATION TO BE SET BY PLAN ZONE IN RELAITON TO CONVENTION CENTER FINISHED FLOOR. ELEVATION NOT RELATIVE TO FINISHED PARK SURFACE.

C2

MOVING WALK CANOPY TYPE C1 MOVING WALKWAY NOT SHOWN FOR CLARITY

ISOMETRIC - CANOPY 1 - WORMS EYE

4 A4.52

3 A4.52

ISOMETRIC - CANOPY 1

C1-A C1-A

2'-8 1/2"

C1-B

WWW

12'-9"

1'-6 1/2"

C1-B

G.k

G.k

1'-3"

EXISTING GLASS CANOPY TO REMAIN

EXISTING GLASS CANOPY TO REMAIN

EXISTING STEEL TRUSS TO REMAIN

EXISTING STEEL TRUSS TO REMAIN

EXISTING GUTTER TO REMAIN

WWW

NEW ORLEANS, LOUISIANA

MOVING WALK CANOPY TYPE C2

LINEAR PARK

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

C1

1'-3"

5 A4.54

DATE

ISSUED FOR

11/18/2016

REVIEW SET

11/30/2016

SFM REVIEW SET

01/31/2017

PRICING SET

03/15/2017

PERMIT SET

EXISTING GUTTER TO REMAIN

1 A4.54

2'-8 1/2"

14'-3 1/2"

2'-8 1/2"

4 A4.54

CANOPY B.O.S. ZONE 5 EL. 11'-8 1/4"

CANOPY B.O.S. ZONE 5 EL. 11'-8 1/4"

6 A4.54

DATE

REVISION

ISSUED FOR

4 A4.54

1'-3"

1'-3"

AESS COLUMNS (05 12 13)

AESS COLUMNS (05 12 13)

12'-0"

1'-3"

1'-3"

MOVING WALK (14 30 00)

FIRST FLOOR EL. 0"

SEE A4.11 FOR PLANTER/ BENCH LOCATIONS

SEE A4.11 FOR PLANTER/ BENCH LOCATIONS

UNIT PAVING (32 14 00)

UNIT PAVING (32 14 00)

GRADE EL. VARIES

GRADE EL. VARIES

TE I IS I S OF LO U I T T ER E D A RCH

A G RE

FIRST FLOOR EL. 0"

J. R I P P K L R A REG. NO. 3454

E

M

MOVING WALK (14 30 00)

1'-0 1/2"

A EC NA T

12'-0"

ST

C:\PROJECTS\RVT2016\14027 - Linear Park\14027_ARCH_R16_Local-AVD.rvt

1'-0 1/2"

PROJECT NO.

N14023/14027

DRAWN BY

KALINA

CHECKED BY

Checker

3/15/2017 4:43:38 PM

DRAWING TITLE

7 A4.10 A4.52

CROSS SECTION THRU MOVING WALK CANOPY TYPE C2 1/2" = 1'-0"

6 A4.10 A4.52

CROSS SECTION THRU MOVING WALK CANOPY TYPE C1

CROSS SECTION AND DETAILS MOVING WALK CANOPY 1

1/2" = 1'-0" SHEET NO.

A4.52

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM WATER JET CUT AESS PLATE (05 12 13)

WATER JET CUT AESS PLATE (05 12 13)

15'-11 1/4"

14'-9 1/4"

8"

AESS PLATE (05 12 13) BEYOND

30° V ETCHED LINE. 1/8" DEEP

1'-2"

13'-9 1/4"

30° V ETCHED LINE. 1/8" DEEP

1'-2"

1'-4"

8"

1'-0" 8"

1'-8"

8"

1'-4"

8"

1'-0" 8"

1'-8"

14'-11 1/4"

AESS PLATE (05 12 13) BEYOND

1'-0"

15'-11 1/4"

1'-0"

16'-11 1/4"

1/2" = 1'-0"

ELEVATION OF CANOPY END PLATE TYPE 2 1/2" = 1'-0"

WATER JET CUT AESS PLATE (05 12 13) WATER JET CUT AESS PLATE (05 12 13)

19'-2" 17'-2"

19'-8 1/2"

1'-0" 1'-0"

15'-11 1/4"

1'-2"

1'-0"

8"

1'-0"

16'-5 3/4"

AESS PLATE (05 12 13) BEYOND

ELEVATION OF CANOPY END PLATE TYPE 3 - TYPICAL

8"

8"

8" 16'-0"

1'-4"

8"

1'-0"

30° V ETCHED LINE. 1/8" DEEP

5 A4.20 A4.53

17'-8 1/2" 1'-2 3/4"

8"

1'-8"

1'-2 3/4"

3 A4.20 A4.53

1/2" = 1'-0"

AESS PLATE (05 12 13) BEYOND

30° V ETCHED LINE. 1/8" DEEP 1'-0"

16'-6 1/2"

1'-4"

1'-0"

1'-2"

1'-0"

ELEVATION OF CANOPY END PLATE TYPE 1 1/2" = 1'-0"

NEW ORLEANS, LOUISIANA

4 A4.20 A4.53

LINEAR PARK

ELEVATION OF CANOPY END PLATE TYPE 4

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

6 A4.11 A4.53

C2-B

C2-A

DATE

ISSUED FOR

11/18/2016

REVIEW SET

11/30/2016

SFM REVIEW SET

01/31/2017

PRICING SET

03/15/2017

PERMIT SET

MOVING WALK (14 30 00) MOVING WALK (14 30 00) DATE AESS COLUMN (05 12 13) INSIDE GALVANIZED FOR USE AS DOWNSPOUT

AESS COLUMN (05 12 13)

UNIT PAVING (32 14 00)

UNIT PAVING (32 14 00)

CONCRETE SLAB

GRADE ELEVATION VARIES

1'-6"

MOVING WALK FOOTING

1'-6"

MOVING WALK FOOTING

COLUMN BASE PLATE. SEE STRUCT.

GRADE BEAM

J. R I P P K L R A REG. NO. 3454

E

M

1'-6"

GRADE BEAM

SLEEVE IN GRADE BEAM

ST

A EC NA T

COLUMN BASE PLATE. SEE STRUCT. COLUMN CONTINUES TO BOTTOM OF GRADE BEAM

1'-6"

ISSUED FOR

CONCRETE SLAB

GRADE ELEVATION VARIES

TE I IS I S OF LO U I T T ER E D A RCH

A G RE

C:\PROJECTS\RVT2016\14027 - Linear Park\14027_ARCH_R16_Local-AVD.rvt

REVISION

DRAIN CONNETCTION SEE CIVIL

PROJECT NO.

N14023/14027

DRAWN BY

KALINA

CHECKED BY

Checker

3/15/2017 4:43:47 PM

DRAWING TITLE

2 A4.20 A4.53

SECTION THRU MOVING WALK COLUMN FOUNDATION AT DOWNSPOUT 1 1/2" = 1'-0"

1 A4.20 A4.53

SECTION THRU MOVING WALK COLUMN FOUNDATION 1 1/2" = 1'-0"

ENLARGED ELEVATIONS AND DETAILS - MOVING WALK CANOPY SHEET NO.

A4.53

G.k 1'-3"

C1-B

METAL GRAVEL STOP (07 62 00) SEALANT (07 92 00) 1'-0 3/4"

4 1/4" 1 1/2" AESS END PLATE BEYOND

PLYWOOD (06 10 53)

STEEL BEAM (05 12 00) STIFFENER PLATE BEYOND 3' O.C.

1/2"

CANOPY B.O.S. ZONE 5 EL. 11'-8 1/4"

4 1/2"

1 1/2"

FIBER REINFORCED CEMENTITIOUS PANELS (07 44 56)

LIGHTING FIXTURE (DIV 26)

CANOPY B.O.S. ZONE 5 EL. 11'-8 1/4"

4 1/2" 5 3/4"

1'-3 1/4"

1'-5 1/2"

COMPOSITE METAL PANEL (05 75 00)

1'-0"

6 1/4"

METAL STUDS (05 40 00)

METAL STUDS (05 40 00) SEALANT AND BACKER ROD (07 92 00)

3/4"

WOOD BLOCKING (06 10 53)

METAL STUDS (05 40 00)

1 1/2"

LIGHTING FIXTURE (DIV 26)

1'-4 1/2"

2 3/4"

1/4" / 12"

STEEL DECKING (05 31 00) STEEL BEAM (05 12 00)

STEEL BEAM (05 12 00)

6 1/4" 8"

FIBER REINFORCED CEMENTITIOUS PANELS (07 44 56)

PLYWOOD (06 10 53)

CONTINUOUS FRAME (05 75 00). COLOR TO MATCH PANEL. COMPOSITE METAL PANEL (05 75 00)

8"

STEEL DECKING (05 31 00) STEEL BEAM (05 12 00) METAL STUDS (05 40 00)

CONTINUOUS FRAME (05 75 00). COLOR TO MATCH PANEL.

SEALANT AND BACKER ROD (07 92 00) DOUBLE

1/2"

1 1/2"

3/4"

1/4" / 12"

THERMOPLASTIC POLYOLEFIN (TPO) ROOFING (07 54 23)

1/4"

THERMOPLASTIC POLYOLEFIN (TPO) ROOFING (07 54 23)

SEALANT AND BACKER ROD (07 92 00)

5 1/4"

4 1/4" 1 1/2"

1/2" MAX

METAL GRAVEL STOP (07 62 00) AESS PLATE (05 12 13) BEYOND

METAL STUDS (05 40 00)

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

C1-B

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

GENERAL NOTES: MOVING WALK CANOPY ELEVATION TO BE SET BY PLAN ZONE IN RELAITON TO CONVENTION CENTER FINISHED FLOOR. ELEVATION NOT RELATIVE TO FINISHED PARK SURFACE.

1'-2 3/4"

ALIGNMENT PLATE B/W CANOPY SECTIONS, TYP AESS PLATE (05 12 13)

1'-0 3/4" 2'-4"

2'-4"

2'-8 1/2" 5'-0 1/2"

6 A4.52 A4.54

SECTION THRU MOVING WALK CANOPY AT HIGH END - C2

5 A4.52 A4.54

1 1/2" = 1'-0"

SECTION THRU MOVING WALK CANOPY AT HIGH END - C1 1 1/2" = 1'-0"

C5-B C2-B

5 3/4" SEALANT (07 92 00)

SEALANT AND BACKER ROD (07 92 00)

METAL STUDS (05 40 00) 1'-4" 1'-8 1/2"

METAL STUDS (05 40 00) METAL STUDS (05 40 00)

AESS CHANNEL FRAMING (05 12 13)

CANOPY B.O.S. ZONES 9, 10 E.L. 10' - 3"

3/4"

3/4"

CANOPY B.O.S. ZONES 6, 7, 8 EL. 9'-10"

FIBER REINFORCED CEMENTITIOUS PANELS (07 44 56)

4 1/2"

6 1/2"

6 1/2"

1/2" MAX

LIGHTING FIXTURE (DIV 26) 1"

AESS PLATE (05 12 13) AESS COLUMN (05 12 13) INSIDE GALVANIZED FOR USE AS DOWNSPOUT

9 1/2"

1'-0 1/4"

METAL STUDS (05 40 00) SEALANT AND BACKER ROD (07 92 00)

FIBER REINFORCED CEMENTITIOUS PANELS (07 44 56)

1/2"

5 3/4"

CANOPY B.O.S. ZONES 9,10 EL. 10' - 3" CANOPY B.O.S. ZONES 6, 7, 8 EL. 9'-10"

3/4"

1 3/4"

5 3/4" 8"

3/4" 7 1/4"

5 1/4"

STIFFENER PLATE BEYOND 3' O.C.

5"

COMPOSITE METAL PANEL (05 75 00)

1 1/2"

STEEL BEAM (05 12 00)

1 1/2"

1 1/2"

METAL STUDS (05 40 00)

STEEL BEAM (05 12 00) 8"

5 3/4"

METAL STUDS (05 40 00)

8"

CANOPY B.O.S. ZONE 5 E.L. 11' - 8 1/4"

STEEL BEAM (05 12 00)

2 1/2"

STEEL BEAM (05 12 00) BEYOND METAL STUDS (05 40 00) METAL STUDS (05 40 00)

WOOD BLOCKING (06 10 53)

STEEL DECKING (05 31 00)

2 1/2"

STEEL DECKING (05 31 00)

PLYWOOD (06 10 53)

1/4" / 12"

1/4" / 12"

AESS PLATE (05 12 13) SEALANT AND BACKER ROD (07 92 00)

THERMOPLASTIC POLYOLEFIN (TPO) ROOFING (07 54 23)

8"

ALIGNMENT PLATE B/W CANOPY SECTIONS, TYP

1/2"

AESS END PLATE BEYOND

METAL GRAVEL STOP (07 62 00) SEALANT AND BACKER ROD (07 92 00) DOUBLE CONTINUOUS FRAME (05 75 00). COLOR TO MATCH PANEL. COMPOSITE METAL PANEL (05 75 00)

1/4"

METAL STUDS (05 40 00) COMPOSITE METAL PANEL (05 75 00)

PLYWOOD (06 10 53) STEEL DECKING (05 31 00) STEEL FRAMING (05 12 00)

4 1/4" 1 1/2"

1'-0"

1'-8 1/2"

AESS PLATE (05 12 13) BEYOND STEEL STIFFENER PLATE (05 12 13) 3' O.C.

METAL GRAVEL STOP (07 62 00) SEALANT AND BACKER ROD (07 92 00) CONTINUOUS FRAME (05 75 00). COLOR TO MATCH PANEL.

PLYWOOD (06 10 53) SEALANT (07 92 00)

1/2"

1'-0"

METAL GUTTER (07 62 00) THERMOPLASTIC POLYOLEFIN (TPO) ROOFING (07 54 23)

5 1/4"

2'-8 1/2"

1 1/2"

1'-5 1/2"

C2-A

4 1/2"

THERMOPLASTIC POLYOLEFIN (TPO) ROOFING (07 54 23)

5 3/4"

CANOPY B.O.S. ZONES 9, 10 EL. 10'-3"

4 1/2" AESS PLATE (05 12 13) 9 1/2"

5 3/4"

LIGHTING FIXTURE (DIV 26) 1'-3 1/4"

7"

NEW ORLEANS, LOUISIANA

EXISTING MCCNO COLUMN

LINEAR PARK

AESS COLLAR 05 12 13) SEE STRUCT

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

AESS COLUMN (05 12 13)

ALIGNMENT PLATE B/W CANOPY SECTIONS, TYP

DATE

ISSUED FOR

11/18/2016

REVIEW SET

11/30/2016

SFM REVIEW SET

01/31/2017

PRICING SET

03/15/2017

PERMIT SET

2'-8 1/2" 3'-6"

1'-1"

4 A4.51 A4.54

CROSS SECTION THRU MOVING WALK CANOPY AT GUTTER - TYP 1 1/2" = 1'-0"

3 A4.51 A4.54

SECTION THRU MOVING WALK CANOPY AT HIGH END - TYP

2 A4.51 A4.54

1 1/2" = 1'-0"

SECTION THRU MOVING WALK CANOPY AT HIGH END - TRUNCATED 1 1/2" = 1'-0" DATE

REVISION

ISSUED FOR

1" GAP BETWEEN CANOPY MODULES 7'-5 1/2"

15'-0"

7'-5 1/2"

1/2" 7'-5"

THERMOPLASTIC POLYOLEFIN (TPO) ROOFING (07 54 23) PLYWOOD (06 10 53)

7'-6"

7'-6"

7'-5"

1/2"

E

METAL STUDS (05 40 00)

J. R I P P K L R A REG. NO. 3454

A EC NA T

BOLTED CONNECTION B/W CANOPIES W. 1" SPACER

M

AESS PLATE (05 12 13)

SEE END PLATE ELEVATION

VARIES

STEEL ANGLE (05 12 00)

ST

METAL STUDS (05 40 00)

1/2"

1/2" TYP

FIBER REINFORCED CEMENTITIOUS PANELS (07 44 56)

AT ADJACENT CANOPIES

1/2" 1/2"

TE I IS I S OF LO U I T T ER E D A RCH

A G RE

C:\PROJECTS\RVT2016\14027 - Linear Park\14027_ARCH_R16_Local-AVD.rvt

STEEL DECKING (05 31 00) METAL FLASHING (07 62 00)

AESS PLATE (05 12 13)

AESS PLATE (05 12 13)

AESS PLATE (05 12 13) BEYOND DETACHABLE CANOPY (SLIP CONNECTION)

AT END CANOPY AESS COLUMNS (05 12 13) BEYOND INSIDE GALVANIZED FOR DRAIN USE

PROJECT NO.

N14023/14027

DRAWN BY

ALVAREZ

CHECKED BY

Checker

3/15/2017 4:43:53 PM

DRAWING TITLE

1 A4.20 A4.54

SECTION THRU MOVING WALKWAY CANOPY - LONGITUDINAL

DETAILS - MOVING WALK CANOPY

1 1/2" = 1'-0"

SHEET NO.

A4.54

AESS PLATE (05 12 13)

CONTINUOUSLY WELD PLATE TO EXISTING STRUCTURE AESS PLATE (05 12 13)

3"

4 1/2"

4 1/2"

3"

4 1/2"

CATENARY LIGHT CABLE END FITTING (DIV 26)

AESS PLATE (05 12 13) CATENARY LIGHT CABLE END FITTING (DIV 26)

CATENARY LIGHT CABLE END FITTING (DIV 26) CATENARY LIGHT CABLE (DIV 26)

CATENARY LIGHT CABLE END FITTING (DIV 26)

CATENARY LIGHT CABLE (DIV 26)

AESS T SECTION (05 12 13), CATENARY LIGHT SUPPORT

3"

3"

4 1/2"

1'-3"

1'-3"

CONTINUOUSLY WELD PLATE TO EXISTING STRUCTURE AESS PLATE (05 12 13)

AESS PLATE (05 12 13)

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

EXISTING STEEL FRAMING

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

EXISTING STEEL FRAMING

EXISTING COLUMN WITH WRAP

9 A5.71 A5.71

DETAIL - CATENARY CABLE EXISTING WALL 1 1/2" = 1'-0"

8 A5.71 A5.71

DETAIL - DOUBLE CATENARY CABLE AT EXISTING CANOPY 1 1/2" = 1'-0"

6 A5.71 A5.71

DETAIL - SINGLE CATENARY CABLE AT EXISTING CANOPY 1 1/2" = 1'-0"

7 A5.71 A5.71

DETAIL - CATENARY LIGHT CABLE AT T 1 1/2" = 1'-0"

3'-6"

AESS T SECTION (05 12 13), CATENARY LIGHT SUPPORT

LOW PLANTING (32 93 00). SEE LANDSCAPE.

AESS PLATE (05 12 13)

MULCH (32 93 00). SEE LANDSCAPE.

PAVER (32 14 00). SEE LANDSCAPE.

AGGREGATE BASE (32 15 00). SEE LANDSCAPE. 2"

4"

2" DECOMPOSED GRANITE (32 15 00). SEE LANDSCAPE.

SAND SETTING BED (32 14 00). SEE LANDSCAPE.

FIRST FLOOR EL. 0"

FIRST FLOOR EL. 0"

STEEL BASE PLATE (05 12 00) CONCRETE SLAB (03 30 00) CONCRETE PIER (03 30 00)

CONCRETE PIER (03 30 00)

10 A5.71 A5.71

DETAIL - CATENARY LIGHT BASE AT PLANTING

5 A5.71 A5.71

1 1/2" = 1'-0"

DETAIL - CATENARY LIGHT BASE AT PAVERS 1 1/2" = 1'-0"

9 A5.71 7 A5.71

8 A5.71

C:\PROJECTS\RVT2016\14027 - Linear Park\14027_ARCH_R16_Local-AVD.rvt

PERSPECTIVE VIEW - CATENARY LIGHTS AT FOOD COURT

3 A5.70 A5.71

DATE

ISSUED FOR

11/18/2016

REVIEW SET

11/30/2016

SFM REVIEW SET

01/31/2017

PRICING SET

03/15/2017

PERMIT SET

Sim DATE

REVISION

ISSUED FOR

1/4" / 12"

CANOPY B.O.S. ZONES 6, 7, 8 EL. 9'-10"

1 A5.71

NEW ORLEANS, LOUISIANA

AESS T SECTION (05 12 13), CATENARY LIGHT SUPPORT

LINEAR PARK

MOVING WALK CANOPY AESS COLUMN (05 12 13) BEYOND

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

C2-B

10 A5.71

SECTION THRU CATENARY LIGHTS AT FOOD COURT 1/8" = 1'-0"

CATENARY LIGHT FIXTURE CATENARY LIGHTING CABLE

ST

A EC NA T

M

J. R I P P K L R A REG. NO. 3454

E

AESS T SECTION (05 12 13), CATENARY LIGHT SUPPORT

7 A5.71

A G RE

TE I IS I S OF LO U I T T ER E D A RCH

EXISTING STEEL FRAMING EXISTING COLUMN WRAP

6 A5.71 13'-6"

CANOPY B.O.S. ZONES 6, 7, 8 EL. 9'-10"

PROJECT NO.

N14023/14027

DRAWN BY

HASAN

CHECKED BY

Checker

3/15/2017 4:53:55 PM

DRAWING TITLE

FIRST FLOOR EL. 0" 27'-5" 5 A5.71

2 A5.71

PERSPECTIVE VIEW - CATENARY LIGHTS AT HERITAGE PARK

4 A5.70 A5.71

SECTION THRU CATENARY LIGHTS AT HERITAGE PARK 1/8" = 1'-0"

SECTIONS AND DETAILS CATENARY LIGHT TRELLIS SHEET NO.

A5.71

1. FIRST FLOOR ELEVATION CORRESPONDS TO FINISHED FLOOR ELEVATION OF EXISTING CONVENTION CENTER. 2. REFERENCE CIVIL DRAWINGS FOR ALL GRADING AND SITE DESIGN INFORMATION. 3. REFERENCE LANDSCAPE DRAWINGS FOR CLARIFICATION OF RAINWATER RETENTION AT CANOPY SCUPPERS. EXISTING CONVENTION CENTER CANOPY ABOVE

27.05

27.75

27.2

28.15

27.85

29.23

29.15

28.85

28.75

28.25

27.05

27.75

27.2

28.75

28.25

28.15

27.85

29.23

29.15

28.85

8'

2

C4-B

MM-3.2

A6.50 A6.56

K1

MM-4

MM-4

MM-3

A4.50

10

1/4" / 12"

A4.50

1

"/ 1/4

1

40'-0"

A6.53

DOWNSPOUTS

3

A6.53

MOVING WALKWAY AND CANOPY

12" 2"8 3/4" /

DOWNSPOUTS

C1-B

2

1/4

1 "/

D TER BLV ION CEN T N E V N CO

57' - 8"

104'-10 3/4"

57'-8"

A4.50

4

A6.51

A4.50

C3-B

C3-A

10

MM-H

A6.51

3'-5 1/4"

3

9' - 6"

EXISTING CONVENTION CENTER CANOPY

C4-A

ROOF HIGH RIDGE

10

21' - 4 3/4"

FACE OF EXISTING CONVENTION CENTER BUILDING

4

MM-H 40'-0"

K1

C4-A

21'-4 3/4"

9'-6"

21'-4 3/4"

K1

K1 MM-3

3

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

GENERAL NOTES PERTAINING TO MULTIMODAL CANOPIES

C1-B

2 A6.53

" 12

POWER LINE ABOVE

A6.53 3 17'-5 1/2"

MOVING WALKWAY AND CANOPY

2"

ER BLVD N CENT IO T N E V CON

MM-G

A6.50

BUS STOP CANOPY ABOVE

20' - 9 1/2" 20' - 4 1/2"

BUS STOP CANOPY COLUMN

MM-F

20' - 4 1/2"

BUS STOP CANOPY 9

MM-F

9

A6.51

A6.51

B5-A 1 A6.22

B5-B

EXISTING HIGWAY COLUMN

EXISTING US-90 PIER

S80

72'-0"

EXISTING PILE CAP BELOW

2 A6.23

72' - 0"

58'-3"

1 A6.23

2 A6.60 5'-0"

21'-10 1/8"

" 1/4

20' - 9 1/2" 1/2 "/ 12 "

2" /1

BUS STOP CANOPY

13'-8 1/8"

MM-E

MM-E

8

B1-B

8 A6.51

A6.51

B1-A

ZONE A

10'-1"

ZONE B

MM-D

7

7 A6.51

A6.51

44' - 0"

44'-0"

63'-4"

44'-0"

24'-0 7/8"

CALLIOPE STREET

64'-6"

6'-5 7/8"

MM-C B3-B

5'-0"

CALLIOPE STREET

B2-A

BUS STOP CANOPY CALLIOPE STRE ET

367'-0"

5'-0"

B2-B

MM-D

CALLIOPE STR EET

22'-11 1/2"

44' - 0"

44'-0"

43'-10 3/4"

62'-3"

NEW ORLEANS, LOUISIANA

1/4" / 12" 1/4" / 12"

LINEAR PARK

19'-6 3/4"

20'-0 1/8"

MM-G

3 15' - 0"

15'-0"

166'-2 1/2"

D CENTER BLV N IO T N E V N CO

A6.50

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

22'-6 1/2"

B3-A

AESS COLUMN (05 12 13)

MM-C

6

A6.51

DATE

ISSUED FOR

11/18/2016

REVIEW SET

11/30/2016

SFM REVIEW SET

01/31/2017

PRICING SET

03/15/2017

PERMIT SET

48' - 1"

24'-3 1/4"

6

A6.51

48'-1"

PRECAST ARCHITECTURAL CONCRETE BLOCK (03 45 00)

BUS STOP CANOPY

69'-0"

ADJACENT LOT (NOT IN SCOPE)

BUS STOP CANOPY 20' - 9"

MM-B

ADJACENT LOT (NOT IN SCOPE)

2 A6.22

MM-B

5

5

DATE

A6.51

REVISION

ISSUED FOR

A6.51

66'-3"

20' - 9"

26'-1 1/8"

B4-B

4 1/2" / 12"

4 1/2" / 12"

3'-4"

23'-9 3/4"

C:\PROJECTS\RVT2016\14027 - Linear Park\14027_ARCH_R16_Local-AVD.rvt

72' - 0"

72'-0"

B4-A

MM-A

ROOF LOW RIDGE

4

14'-3"

A6.51

MM-A

4 A6.51

24' - 9 1/2" 21' - 2" 23' - 0"

1

MM-1 A6.56

MM-1.1

ST

HIGHWAY ABOVE

T S STREE R E T E P . S

TE I IS I S OF LO U I T T ER E D A RCH

A G RE

28.85

J. R I P P K L R A REG. NO. 3454

A EC NA T

MM-2

MM-1

E

MM-1.3

MM-1.2

M

MM-2

T S STREE S. PETER

PROJECT NO.

N14023/14027

DRAWN BY

WANG

CHECKED BY

Checker

3/15/2017 4:54:38 PM

DRAWING TITLE

2 (A4.55) A6.10

FIRST FLOOR PLAN - MULTIMODAL CANOPY 1" = 20'-0"

1 A3.00 A6.10

ROOF PLAN - MULTIMODAL CANOPY 1" = 20'-0"

PLANS MULTIMODAL CANOPIES

SHEET NO.

A6.10

1. FIRST FLOOR ELEVATION CORRESPONDS TO FINISHED FLOOR ELEVATION OF EXISTING CONVENTION CENTER. 2. REFERENCE CIVIL DRAWINGS FOR ALL GRADING AND SITE DESIGN INFORMATION. 11

27.75

27.2

27.05

28.15

27.85

28.25

A6.51

29.23

29.15

28.85

28.75

3. REFERENCE LANDSCAPE DRAWINGS FOR CLARIFICATION OF RAINWATER RETENTION AT CANOPY SCUPPERS.

2 A6.50

K1 K1

MM-3

MM-3.3

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

GENERAL NOTES PERTAINING TO MULTIMODAL CANOPIES

MM-4 MM-3.1 21'-5"

21'-5"

9'-6"

FACE OF EXISTING CONVENTION CENTER BUILDING

A6.51

10

MM-H

A6.51

1'-11"

38'-7"

1'-11"

1'-2"

D.S.

10

EXISTING CONVENTION CENTER CANOPY ABOVE

D.S.

4

3'-5 1/4"

40'-0"

70 .1°

CLEAR

MOVING WALKWAY AND CANOPY

A4.50

" 1/2 3'-3

4" 7 1/ ' 7 3

EQ

105'-0 1/4"

57'-8"

A4.50

1 A6.53

13.9° 1

° 1.8

3 40'-0"

A6.50 17'-5 1/2"

22'-6 1/2"

ER BLVD N CENT IO T N E CONV

9"

3

70 .1°

.2° 58

15'-0"

70 .1°

BUS STOP CANOPY ABOVE

B5-8

7'-6"

MM-F

A6.51

9" 3'-6"

CLEAR

2 A6.50

HIGHWAY COLUMN FOUNDATION

AESS COLUMN (05 12 13)

10'-11 3/8"

38'-2" 9"

B5-1

B5-2

B5-3

B5-4

B5-5

B5-6

B5-7

9

19'-6 3/4"

20'-0 1/4"

MULTIMODAL MAIN CANOPY ABOVE

A6.51

HIGHWAY COLUMN

° .3 85

7'-6"

88 .5 °

MM-G 7'-6"

96 .0 °

7'-6"

166'-2 1/2"

9

D.S.

CLEAR

D.S. A6.50

9"

38'-7"

B5-9

B5-A

10 A6.60

11.0°

3'-6" 7'-6"

11 A6.60

1'-5"

188'-8"

B5-B S80 4'-0"

16'-1"

16'-1"

8'-0"

16'-1"

16'-1"

16'-1"

16'-1"

16'-1"

NEW ORLEANS, LOUISIANA

POWER LINE ABOVE

" 1/2 3'-3

MOVING WALKWAY AND CANOPY

LINEAR PARK

3

A6.53

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

74'-8"

2

EQ

C1-B

VD NTER BL TION CE N E V N O C

4'-0"

72'-0" 128'-8"

DATE

ISSUED FOR

11/18/2016

REVIEW SET

11/30/2016

SFM REVIEW SET

01/31/2017

PRICING SET

03/15/2017

PERMIT SET

1 A6.52

3'-6"

DATE AESS COLUMN (05 12 13)

BUS STOP CANOPY ABOVE

B1-8

B1-9

ISSUED FOR

B1-1

B1-2

B1-3

B1-4

B1-5

B1-6

B1-7

REVISION

1'-5" 13'-8 1/4"

21'-10"

5'-0"

CLEAR

3 A6.60

B1-A

44'-0"

CALLIOPE STRE ET

2 A6.60

15'-0"

20'-0"

3'-6"

A6.52

128'-8"

2

2

ZONE A

A6.52

B2-8

B2-9

B2-1

B2-2

B2-3

B2-4

B2-5

B2-6

B2-7

M 5'-0"

BUS STOP CANOPY ABOVE

7

5'-0"

MM-D

A6.51

15'-0"

20'-0"

4 A6.60

5 A6.60

CLEAR

AESS COLUMN (05 12 13)

9"

B2-A ADJACENT LOT (NOT IN SCOPE)

4'-0"

1 A6.20

16'-1"

32'-2"

ENLARGED FLOOR PLAN - MULTIMODAL CANOPIES - ZONE A

16'-1"

16'-1"

8'-0 1/2"

16'-1"

16'-1"

4'-0"

PROJECT NO.

N14023/14027

DRAWN BY

WANG

CHECKED BY

Checker

DRAWING TITLE

28.85

MM-2

TE I IS I S OF LO U I T T ER E D A RCH

A G RE

169.0°

ST

31'-7"

B2-B

J. R I P P K L R A REG. NO. 3454

E

1'-4 5/8" TYP

ZONE B

10'-1"

22'-11 1/2"

A EC NA T

4'-0"

16'-1"

4'-0"

16'-1"

16'-1"

8'-0"

16'-1"

16'-1"

CALLIOPE STRE ET

43'-10 3/4"

C:\PROJECTS\RVT2016\14027 - Linear Park\14027_ARCH_R16_Local-AVD.rvt

A6.51

34'-1"

B1-B

3/15/2017 4:54:41 PM

8

MM-E

MM-1.3 MM-1.2 MM-1.1

MM-1

ENLARGED FLOOR PLAN - MULTIMODAL CANOPIES - ZONE A

1" = 10'-0" SHEET NO.

A6.20

GENERAL NOTES PERTAINING TO MULTIMODAL CANOPIES

A6.51 A6.56 2

1. FIRST FLOOR ELEVATION CORRESPONDS TO FINISHED FLOOR ELEVATION OF EXISTING CONVENTION CENTER.

A6.50

3

2. REFERENCE CIVIL DRAWINGS FOR ALL GRADING AND SITE DESIGN INFORMATION.

K1

3. REFERENCE LANDSCAPE DRAWINGS FOR CLARIFICATION OF RAINWATER RETENTION AT CANOPY SCUPPERS.

K1 MM-3

MM-4

20' - 9 1/2"

20' - 9 1/2" TO TOP OF METAL PANEL

20' - 9 1/2"

38'-4"

21'-5"

13'-9" V.I.F.

MM-3.3

B2-1

B2-2

34' - 9 1/2" 9'-6"

20' - 9 1/2" TO TOP OF METAL PANEL

MM-D

D.S.

20' - 9 1/4"

7

10

MM-H

B2-A

D.S. °

METAL GUTTER (07 62 00)

/

44'-0"

METAL ROOF PANEL (07 41 13) COMPOSITE METAL PANEL (05 75 00)

57'-8"

2 A6.54

COMPOSITE METAL PANEL (05 75 00)

A6.54 1/4" / 12"

STANDING SEAM METAL ROOF PANEL (07 41 13)

1

"/ 1/4

8" 9 5/ ' 8 1

12 "

6

6 A6.51

3

B3-A 7 37'-

1/2 "/

MM-C A6.51

8" 9 5/ 18'-

" 12

C1-B

" 1/2 3'-3

THERMOPLASTIC POLYOLEFIN (TPO) ROOFING (07 54 23)

B3-1

B3-2

" 12

"/ 1/4

A6.55

1/4"

3 2"

3'-3

D.S.

" 1/2

MM-G

" 1/2 3'-3

3 A6.50

A6.50

20' - 4 1/2"

D.S.

METAL GUTTER (07 62 00)

7'-0"

7'-0"

B5-8

2'-0"

9

MM-F

3'-6"

A6.51

9

3'-5 7/8"

THERMOPLASTIC POLYOLEFIN (TPO) ROOFING (07 54 23)

A6.51

48'-1"

155.4°

157.0°

158.6°

20' - 9 1/2" TO TOP OF METAL PANEL

15'-0"

20' - 9 1/2"

20' - 9 1/2" TO TOP OF METAL PANEL

3'-5 7/8"

METAL GUTTER (07 62 00)

SIM

1/4" / 12"

B5-9

1/8" /

2

12"

1/4" / 12"

A6.55

MM-B 5

5

NEW ORLEANS, LOUISIANA

1

THERMOPLASTIC POLYOLEFIN (TPO) ROOFING (07 54 23)

LINEAR PARK

" 1/4 0 1

" 8 3/4" / 12

" 12

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

1 .84

1:20

11

A6.53

A6.51

A6.51

A6.51

10 A6.51

7

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

28.25

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

28.15

29.15

28.85

28.75

11

A6.51

A6.51 / 1/8"

3'-6"

B5-B

12"

5

SIM

A6.55

B4-1

B4-2

ISSUED FOR

11/18/2016

REVIEW SET

11/30/2016

SFM REVIEW SET

01/31/2017

PRICING SET

03/15/2017

PERMIT SET

72'-0"

CONTINUOUS FRAME (05 75 00). COLOR TO MATCH PANEL. 1 COMPOSITE METAL PANEL (05 75 00)

DATE

A6.55

METAL FLASHING (07 62 00)

2

SIM

B4-A

A6.55 DATE

THERMOPLASTIC POLYOLEFIN (TPO) ROOFING (07 54 23)

" 12

1/2 "/

3'-6"

12 "

4 1/2" / 12"

8'-6 3/4"

A6.51

13'-5 5 /8"

MM-E

A6.55

8 A6.51

10 3/4"

1/4" / 12"

8

SIM

B1-A

M

4

A6.51 ST

A6.51

A G RE

TE I IS I S OF LO U I T T ER E D A RCH

20' - 8 1/2"

16'-1"

16'-1"

14'-3"

8'-0 1/2"

4'-0 1/4"

2 2

A6.52

24' - 9 1/2" 24' - 9 1/2" TO TOP OF METAL PANEL

5" / 12"

5" / 12"

A6.52

28.85

20' - 5 1/2" 2'-0"

24' - 9 1/2" TO TOP OF METAL PANEL

AESS PLATE (05 12 13) SOFT METAL FLASHING (DIV 22)

MM-1.1

MM-1.3 3/15/2017 4:54:49 PM

4

MM-2 MM-2

MM-1.3 MM-1.2 MM-1.1

MM-1

12 A6.51

MM-1.2

MM-1

1

1 (A4.55) A6.22

ENLARGED ROOF PLAN - MULTIMODAL CANOPY ZONE A 1/8" = 1'-0"

E

18'-5 3/8"

MM-A

J. R I P P K L R A REG. NO. 3454

A EC NA T

4'-7 3/4 "

5

7'-0"

C:\PROJECTS\RVT2016\14027 - Linear Park\14027_ARCH_R16_Local-AVD.rvt

13'-8 1/8"

21'-10 1/8"

B1-B

4 1/2" / 12"

B1-1

B1-2

B1-3

B1-4

ISSUED FOR

72'-0"

20' - 9 1/2"

"/ 1/4

REVISION

2 (A4.55) A6.22

PROJECT NO.

N14023/14027

DRAWN BY

WANG

CHECKED BY

Checker

DRAWING TITLE

ENLARGED ROOF PLAN - MULTIMODAL CANOPY

ENLARGED ROOF PLAN - MULTIMODAL CANOPY ZONE B A6.56 1/8" = 1'-0"

SHEET NO.

A6.22

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM 20'-0"

20'-0"

POWER LINE CLEARANCE 20' R

POWER LINE CLEARANCE 20' R

POWER LINE POWER LINE

EXISTING CONVENTION CENTER CANOPY

MULTIMODAL MAIN CANOPY ROOF

MULTIMODAL MAIN CANOPY ROOF

T.O. STEEL EL. 19'-9 5/8" B.O. OF TROUGH B.O.17'-9 FLAT5/8" SOFFIT EL. EL. 16'-11 5/8"

T.O. STEEL EL. 19'-9 5/8" B.O. OF TROUGH B.O.17'-9 FLAT5/8" SOFFIT EL. EL. 16'-11 5/8"

B.O. EX. CANOPY EL. 14'-8 1/8"

B.O. EX. CANOPY EL. 14'-8 1/8"

DOTD CLEARANCE ZONE

COLUMN

FIRST FLOOR EL. 0"

FIRST FLOOR EL. 0" T.O. ROAD AT CROSSWALK EL. -1'-5 3/8"

T.O. ROAD AT CROSSWALK EL. -1'-5 3/8"

3 A6.10 A6.50

COLUMN

2 A6.10 A6.50

3/16" = 1'-0"

27.05

27.2

28.15

27.85

28.75

28.25

29.15

28.85

CONVENTION CENTER BLVD

SOFFIT

SECTION - MULTIMODAL CANOPY - CLEARANCE TRANSVERSE

27.75

18'-0"

18'-0"

DOTD CLEARANCE ZONE SOFFIT

CANOPY B.O.S. ZONES 6, 7, 8 EL. 9'-10"

NEW ORLEANS, LOUISIANA

T.O. EX. CANOPY EL. 28'-11 3/8"

LINEAR PARK

T.0. STEEL EL. 32'-3 5/8"

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

20'-0"

20'-0"

20'-0"

T.O. MM CANOPY EL. 34'-9 1/2"

SECTION - MULTIMODAL CANOPY - CLEARANCE LONGITUDINAL 3/16" = 1'-0"

DATE

ISSUED FOR

11/18/2016

REVIEW SET

11/30/2016

SFM REVIEW SET

01/31/2017

PRICING SET

03/15/2017

PERMIT SET

29.23

DATE

REVISION

ISSUED FOR

2

MM-4 K1

K1

A6.50

MM-3

4

MM-H

EXISTING CONVENTION CENTER GLASS CANOPY OVERHEAD

A4.50 MOVING WALKWAY AND CANOPY

ER BLVD N CENT IO T N E CONV

C1-B

C:\PROJECTS\RVT2016\14027 - Linear Park\14027_ARCH_R16_Local-AVD.rvt

3 POWER LINE ABOVE A4.50 3 ER BLVD N CENT IO T N E CONV

A6.50

MM-G

3 A6.50

MULTIMODAL CANOPY

M

J. R I P P K L R A REG. NO. 3454

E

MM-F

POWER LINE ABOVE

BUS STOP CANOPY

EXISTING I-90 PIER

ST

A6.50

A EC NA T

2 A G RE

TE I IS I S OF LO U I T T ER E D A RCH

PROJECT NO.

N14023/14027

DRAWN BY

KALINA

CHECKED BY

Checker

3/15/2017 4:55:12 PM

DRAWING TITLE

1 (A4.55) A6.50

FIRST FLOOR PLAN - MULTIMODAL CLEARANCE 1" = 20'-0"

MM-2

MM-1

4 A6.50

MULTI MODAL CANOPY AXONOMETRIC

CROSS SECTION MULTIMODAL CLEARANCES

SHEET NO.

A6.50

10 A6.51

1. FIRST FLOOR ELEVATION CORRESPONDS TO FINISHED FLOOR ELEVATION OF EXISTING CONVENTION CENTER.

EXISTING GLASS CANOPY GABLE

2. REFERENCE CIVIL DRAWINGS FOR ALL GRADING AND SITE DESIGN INFORMATION. 3. REFERENCE LANDSCAPE DRAWINGS FOR CLARIFICATION OF RAINWATER RETENTION AT CANOPY SCUPPERS.

MM-H

2' - 7 3/4"

K1

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

GENERAL NOTES PERTAINING TO MULTIMODAL CANOPIES

SCUPPER

4 A6.56

B.O. OF TROUGH EL. 17'-9 5/8"

B.O. OF TROUGH EL. 17'-9 5/8"

MM-2

MM-2

MM-2

MM-1

MM-2

3/16" = 1'-0"

MM-1

MM-2

MM-1

MM-2

40'-0"

39'-6 7/8"

SECTION H

9 A6.10 A6.51

3/32" = 1'-0"

33'-0 1/2"

35'-6 1/4"

SECTION F

8 A6.10 A6.51

3/32" = 1'-0"

SECTION E

7 A6.10 A6.51

3/32" = 1'-0"

SECTION D

6 A6.10 A6.51

3/32" = 1'-0"

SECTION C

5 A6.10 A6.51

3/32" = 1'-0"

DATE

ISSUED FOR

11/18/2016

REVIEW SET

11/30/2016

SFM REVIEW SET

01/31/2017

PRICING SET

03/15/2017

PERMIT SET

23'-9 3/8"

27'-10 1/4"

30'-6 3/4"

24'-7 1/2"

20'-9"

FIRST FLOOR EL. 0"

10 A6.10 A6.51

MM-1

23'-8"

19'-9 3/8"

23'-0 3/8"

19'-2 1/4"

22'-5 3/8"

18'-7 1/4"

17'-9 5/8"

21'-10 1/8"

18'-0"

17'-0"

17'-9 5/8"

20'-9 5/8"

30'-0 1/4"

MM-1

SECTION THRU MAIN CANOPY SCUPPER END

B.O. OF TROUGH EL. 17'-9 5/8"

33'-0 1/8"

31.71'

B.O. OF TROUGH EL. 17'-9 5/8"

MM-1

17'-9 5/8"

MM-3

12 A6.21 A6.51

3/16" = 1'-0"

20'-10 3/4"

MM-4

SECTION THRU MAIN CANOPY OVERLAP WITH GLASS CANOPY GABLE

SECTION B

4 A6.10 A6.51

3/32" = 1'-0"

SECTION A 3/32" = 1'-0"

DATE

MM-4

MM-3

MM-2

MM-1

NEW ORLEANS, LOUISIANA

11 A6.20 A6.51

FIRST FLOOR EL. 0"

LINEAR PARK

FIRST FLOOR EL. 0"

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

17'-9 5/8"

CANOPY B.O.S. ZONES 6, 7, 8 EL. 9'-10"

MM-2

REVISION

ISSUED FOR

MM-1

SIM 1 A6.55

1 A6.54

3 A6.55

B.O. OF TROUGH EL. 17'-9 5/8"

FIRST FLOOR EL. 0"

M

FIRST FLOOR EL. 0"

FIRST FLOOR EL. 0"

3 A6.51

ENLARGED SECTION H 3/16" = 1'-0"

2 A6.51

ENLARGED SECTION E 3/16" = 1'-0"

22'-11 5/8"

9'-10 1/2" VARIES ALONG SPINE

20'-1 7/8"

19'-9 5/8"

6'-8 1/4" VARIES ALONG SPINE

E

22'-11" VARIES ALONG SPINE

J. R I P P K L R A REG. NO. 3454

A EC NA T

B.O. FLAT SOFFIT EL. 16'-11 5/8"

32'-0 1/4"

B.O. FLAT SOFFIT EL. 16'-11 5/8"

SIM

TE I IS I S OF LO U I T T ER E D A RCH

A G RE

3/15/2017 4:55:21 PM

2 A6.55

5 A6.55

ST

C:\PROJECTS\RVT2016\14027 - Linear Park\14027_ARCH_R16_Local-AVD.rvt

2 A6.54

PROJECT NO.

N14023/14027

DRAWN BY

WANG

CHECKED BY

Checker

DRAWING TITLE

1 A6.51

ENLARGED SECTION B

CROSS SECTIONS MULTIMODAL CANOPIES

3/16" = 1'-0" SHEET NO.

A6.51

BUS STOP CANOPY ROOF MULTIMODAL MAIN CANOPY

1. FIRST FLOOR ELEVATION CORRESPONDS TO FINISHED FLOOR ELEVATION OF EXISTING CONVENTION CENTER. BUS STOP CANOPY COLUMN 2. REFERENCE CIVIL DRAWINGS FOR ALL GRADING AND SITE DESIGN INFORMATION. 3. REFERENCE LANDSCAPE DRAWINGS FOR CLARIFICATION OF RAINWATER RETENTION AT CANOPY SCUPPERS.

B3-8

B.O. OF TROUGH EL. 17'-9 5/8"

B3-7

8'-0 1/2"

12'-0 3/4"

B3-6

B3-5

12'-0 3/4"

B3-4

16'-1"

B3-3

16'-1" 108'-6 7/8"

B3-2

8'-0 1/2"

B3-1

16'-1"

16'-1"

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

GENERAL NOTES PERTAINING TO MULTIMODAL CANOPIES

FIRST FLOOR EL. 0" PRECAST CONCRETE BLOCK SEATING

ELEVATION - MULTIMODAL BUS STOP CANOPY 3

MULTIMODAL MAIN CANOPY AESS COLUMN (05 12 13) BUS STOP CANOPY COLUMN

B1-B

B1-9

B1-8

B1-7

B1-6

B1-2

B1-1

2'-9"

A6.59

FIRST FLOOR EL. 0"

3 A6.59

MIN 16'-0"

14'-6"

FROM ROAD SURFACE

14'-6"

B1-3

LIGHT FIXTURE

MIN 16'-0"

SIM/OPP

B1-4

1

B.O. OF TROUGH EL. 17'-9 5/8"

1 A6.59

B1-5

2 A6.59

SIM

FIRST FLOOR EL. 0"

LINEAR PARK

BUS STOP CANOPY ROOF

NEW ORLEANS, LOUISIANA

3/16" = 1'-0"

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

3 A6.21 A6.52

PRECAST ARCHITECTURAL CONCRETE BLOCK (03 45 00)

TYP. CROSS SECTION THRU BUS STOP CANOPY

2 A6.20 A6.52

3/16" = 1'-0"

ELEVATION - MULTIMODAL TYP. BUS STOP CANOPY 3/16" = 1'-0"

DATE

ISSUED FOR

11/18/2016

REVIEW SET

11/30/2016

SFM REVIEW SET

01/31/2017

PRICING SET

03/15/2017

PERMIT SET

DATE

A6.52

AESS TUBE FRAME (05 12 13)

11"

5'-8"

B1-7

B1-8

B1-9

1

B1-6

A6.59

AESS FRAME (05 12 13)

B1-5

B1-1

B1-2

B1-3

B1-4

METAL GUTTER (07 62 00)

4'-7 3/4 "

MM-E

SIM 4'-7 3/4 "

2

7'-6"

1'-4 3/4"

4'-4 3/4"

1'-3 1/2"

B1-B

11"

5'-0"

7"

5'-0" 11 1/2"

A6.59

B1-A

15'-0"

A6.59 11"

TE I IS I S OF LO U I T T ER E D A RCH

A G RE

16'-1"

16'-1"

METAL FLASHING (07 62 00) THERMOPLASTIC POLYOLEFIN (TPO) ROOFING (07 54 23) 16'-1"

ST

4'-0"

FIBER REINFORCED CEMENTITIOUS PANELS (07 44 56) FINISHED ON BOTH SIDES

AESS TUBE FRAME (05 12 13) DOUBLE AT FRC PANEL JOINT

M

2

MITER FLASHING JOINTS

16'-1"

16'-1"

8'-0 1/2"

16'-1"

J. R I P P K L R A REG. NO. 3454

E

SIM

13'-5 1 /2"

11"

11"

C:\PROJECTS\RVT2016\14027 - Linear Park\14027_ARCH_R16_Local-AVD.rvt

ISSUED FOR

1

6 A6.58

4'-0"

16'-1"

2 A6.52

2

PROJECT NO.

N14023/14027

DRAWN BY

WANG

CHECKED BY

Checker

DRAWING TITLE

A6.52

3/15/2017 4:55:28 PM

REVISION

A EC NA T

1 A6.20 A6.52

4 A6.23 A6.52

ENLARGED ROOF PLAN BUS STOP CANOPY - TYP 3/16" = 1'-0"

MM-2

ELEVATIONS AND SECTIONS MULTIMODAL BUS STOP CANOPIES SHEET NO.

A6.52

2. REFERENCE CIVIL DRAWINGS FOR ALL GRADING AND SITE DESIGN INFORMATION.

4

5

6

7

8

9

10

A6.51

A6.51

A6.51

A6.51

A6.51

A6.51

A6.51

MM-A

MM-B

MM-C

MM-D

MM-E

MM-F

T.O. MM CANOPY EL. 34'-9 1/2"

MM-G

MM-H

K1

EXISTING US-90 PIER MULTIMODAL CANOPY ROOF EXISTING US-90 PIER

MULTIMODAL CANOPY ROOF MULTIMODAL CANOPY ROOF

B.O. OF TROUGH EL. 17'-9 5/8"

FIRST FLOOR EL. 0" T.O. ROAD AT CROSSWALK EL. -1'-5 3/8"

11/18/2016

REVIEW SET

11/30/2016

SFM REVIEW SET

01/31/2017

PRICING SET

03/15/2017

PERMIT SET

EXISTING CONV. CNTR. CANOPY COL. DATE

BUS STOP CANOPY COLUMN

REVISION

ISSUED FOR

EXISTING CONV. CNTR. CANOPY

ELEVATION - MULTIMODAL CANOPY - SOUTH 1/16" = 1'-0"

T.O. MM CANOPY EL. 34'-9 1/2"

10

9

8

7

6

5

4

A6.51

A6.51

A6.51

A6.51

A6.51

A6.51

A6.51

MM-F

MM-E

MM-D

MM-C

MM-B

MM-A

MM-H

MM-G

MULTIMODAL CANOPY ROOF

EXISTING US-90 PIER

EXISTING US-90 PIER

T.O. EX. CANOPY EL. 28'-11 3/8"

A EC NA T

M

E

B.O. OF TROUGH EL. 17'-9 5/8" B.O. EX. CANOPY EL. 14'-8 1/8"

J. R I P P K L R A REG. NO. 3454

ST

TE I IS I S OF LO U I T T ER E D A RCH

A G RE

C:\PROJECTS\RVT2016\14027 - Linear Park\14027_ARCH_R16_Local-AVD.rvt

ISSUED FOR

MULTIMODAL CANOPY COLUMN

K1

3/15/2017 4:56:05 PM

DATE

CONV CNTR BLVD

AESS COLUMN (05 12 13)

BUS STOP CANOPY

2 A4.10 A6.53

LINEAR PARK

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

3. REFERENCE LANDSCAPE DRAWINGS FOR CLARIFICATION OF RAINWATER RETENTION AT CANOPY SCUPPERS.

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

1. FIRST FLOOR ELEVATION CORRESPONDS TO FINISHED FLOOR ELEVATION OF EXISTING CONVENTION CENTER.

NEW ORLEANS, LOUISIANA

GENERAL NOTES PERTAINING TO MULTIMODAL CANOPIES

FIRST FLOOR EL. 0" EXISTING CONV. CNTR. CANOPY

T.O. ROAD AT CROSSWALK EL. -1'-5 3/8"

BUS STOP CANOPY EXISTING CONV. CNTR. CANOPY COL.

MULTIMODAL CANOPY COLUMN

BUS STOP CANOPY COLUMN MULTIMODAL CANOPY ROOF MULTIMODAL CANOPY COLUMN

1 A6.10 A6.53

ELEVATION - MULTIMODAL CANOPY - NORTH 1/16" = 1'-0"

PROJECT NO.

N14023/14027

DRAWN BY

KALINA

CHECKED BY

Checker

DRAWING TITLE

EXTERIOR ELEVATIONS MULTIMODAL CANOPY SHEET NO.

A6.53

1'-11" 1'-2"

9"

7"

--

7" 3 _ "TYP. 4

7"

1'-2"

7"

METAL DOWNSPOUT (07 62 00)

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

MM-4

COLUMN COVER (05 58 13)

1 9_ " 2

STEEL FRAMING (05 12 00) METAL FLASHING (07 62 00)

WOOD BLOCKING (06 10 53)

HORIZONTAL SECTION AT MULTIMODAL COLUMN, TYP

5 A6.20 A6.54

TOP OF RIDGE

STANDING SEAM METAL ROOF PANEL (07 41 13)

EL. VARIES

THERMOPLASTIC POLYOLEFIN (TPO) ROOFING (07 54 23)

1 1/2" = 1'-0"

ROOFING MEMBRANE SYSTEM (07 54 23) PLYWOOD (06 10 53)

1'-6" TYP. 1"

STEEL DECKING (05 31 00)

STEEL DECKING (05 31 00)

COMPOSITE METAL PANEL (05 75 00)

-1'-0"

2'-4"

3" 0" 1'

3 1_ " 8

FURRING CHANNEL (05 40 00)

C.L.

1 _ "TYP. 2

1 _ "TYP. 2

FIBER REINFORCED CEMENTITIOUS PANELS (07 44 56)

VARIES REF. RCP (FROM 3'-6" TO 3'-8")

8"

VARIES REF. RCP (FROM 3'-6" TO 3'-8")

1 _ " 2

RIES

3 _ "TYP. 4

3 _ "TYP. 4

W24 STEEL FRAMING (05 12 00)

4" 2'

8"

METAL STUDS (05 40 00)

1 _ " 2

FURRING CHANNEL (05 40 00)

2" 1 A6.57

4 A6.54

FIBER REINFORCED CEMENTITIOUS PANELS (07 44 56)

SIM/OPP

TYPICAL SECTION THRU FRC SOFFIT 1 1/2" = 1'-0"

3 A6.54

TYPICAL SECTION THRU METAL SOFFIT

2 A6.22 A6.54

1 1/2" = 1'-0"

DETAIL SECTION THRU RIDGE AT GABLE 1 1/2" = 1'-0"

STANDING SEAM METAL ROOF PANEL (07 41 13)

MM-4 -1 3'-3 _" 2

THERMOPLASTIC POLYOLEFIN (TPO) ROOFING (07 54 23)

VARIES REF. STRUCTURAL

1'-5"

1 _ 1'-1 " 2

9"

5"

2'-10"

REVIEW SET

11/30/2016

SFM REVIEW SET

01/31/2017

PRICING SET

03/15/2017

PERMIT SET

STEEL DECKING (05 31 00)

1/4" SLOPE

W12 STEEL FRAMING (05 12 00)

METAL GUTTER (07 62 00)

3'-10"

11/18/2016

5"

THERMOPLASTIC POLYOLEFIN (TPO) ROOFING (07 54 23)

DATE

REVISION

ISSUED FOR

METAL STUDS (05 40 00)

8"

CONTINUOUS STEEL PLATE (05 12 00)

ISSUED FOR

PLYWOOD (06 10 53)

SLOPED INSULATION (07 54 23)

TOP OF METAL PANEL 20' - 9 1/2"

DATE

ROOFING MEMBRANE SYSTEM (07 54 23)

1'-0"

1'-1"

FURRING CHANNEL (05 40 00)

METAL DOWNSPOUT (07 62 00)

FIBER REINFORCED CEMENTITIOUS PANELS (07 44 56)

METAL STUDS (05 40 00)

W24 STEEL FRAMING (05 12 00) 3 A6.57

STEEL STIFFENER PLATE (05 12 00) 3'-8" OC

SIM/OPP

6"

METAL STUDS (05 40 00) 4

M

3 _ "TYP. 4

COLUMN COVER (05 58 13)

7" 9 A6.57

METAL STUDS (05 40 00)

1 _ 2'-1 " 2 8 A6.57

TE I IS I S OF LO U I T T ER E D A RCH

A G RE

1 2'-2 _" 2

W12 STEEL FRAMING (05 12 00)

1'-2"

9" 1'-11"

A EC NA T

1 _ 7 " 2

3"

BOT OF METAL SOFFIT 16' - 11 1/2"

J. R I P P K L R A REG. NO. 3454

E

6"

A6.57

ST

C:\PROJECTS\RVT2016\14027 - Linear Park\14027_ARCH_R16_Local-AVD.rvt

METAL STUDS (05 40 00)

NEW ORLEANS, LOUISIANA

METAL STUDS (05 40 00)

STEEL FRAMING (05 12 00)

OFFIT

W12 STEEL FRAMING (05 12 00)

1"

LINEAR PARK

1"

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

3"

STANDING SEAM METAL ROOF PANEL (07 41 13)

VARIES REF. RCP PROJECT NO.

N14023/14027

DRAWN BY

ALVAREZ

CHECKED BY

Checker

3/15/2017 4:56:17 PM

DRAWING TITLE

1 A6.22 A6.54

DETAIL SECTION THRU LIP AT GABLE

DETAILS MULTIMODAL MAIN CANOPY

1 1/2" = 1'-0" SHEET NO.

A6.54

THERMOPLASTIC POLYOLEFIN (TPO) ROOFING (07 54 23)

MM-2 MM3'-6" 1'-6" 9 1/2"

1'-2 1/4"

VARIES - SEE STRUCT

5"

PLYWOOD (06 10 53) THERMOPLASTIC POLYOLEFIN (TPO) ROOFING (07 54 23)

1/4" / 12" 3/4"

TOP OF METAL PANEL ELEVATION VARIES

PLYWOOD (06 10 53)

METAL GUTTER (07 62 00)

STEEL DECKING (05 31 00)

METAL FLASHING (07 62 00) WOOD BLOCKING (06 10 53)

SIM/OPP

3"

5 A6.57

ROOFING MEMBRANE SYSTEM (07 54 23)

VARIES - SEE ROOF PLAN

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

STANDING SEAM METAL ROOF PANEL (07 41 13)

VARIES

1'-2"

METAL STUDS (05 40 00) 2'-10"

STEEL DECKING (05 31 00)

±2' 1 - _ VAR 82 " IES

3'-10"

COMPOSITE METAL PANEL (05 75 00)

7 A6.57

STEEL BEAM (05 12 00)

W12 STEEL FRAMING (05 12 00) W24 STEEL FRAMING (05 12 00)

3'-0"

STEEL STIFFENER PLATE (05 12 00)

SIM/OPP

3

BOTTOM OF METAL PANEL ELEVATION VARIES

BOT OF FRC

METAL STUDS (05 40 00)

WOOD BLOCKING (06 10 53) CONTINUOUS FRAME (05 75 00). COLOR TO MATCH PANEL.

COMPOSITE METAL PANEL (05 75 00)

7" 11"

SOFFIT

METAL STUDS (05 40 00)

EL. 18'-0"

FIBER REINFORCED CEMENTITIOUS PANELS (07 44 56)

FURRING CHANNEL (05 40 00)

1 _ " 2

FIBER REINFORCED CEMENTITIOUS PANELS (07 44 56)

CONDUIT (SEE ELEC) 2 A6.57 1'-1 1/2"

5 A6.22 A6.55

2'-4 1/2"

SIM/OPP

VARIES - REF. RCP

3 A6.22 A6.55

DETAIL SECTION THRU LIP AT VALLEY 2

DETAIL SECTION THRU SPINE AT VALLEY 2 1 1/2" = 1'-0"

1 1/2" = 1'-0"

SLOPED INSULATION (07 54 23)

MM-4 3' - 6"

VARIES 1' - 6"

9 _1/2"

1' -_2 1/4"

THERMOPLASTIC POLYOLEFIN (TPO) ROOFING (07 54 23) PLYWOOD (06 10 53)

REF. ROOF PLAN

5"

NEW ORLEANS, LOUISIANA

6"

3"

A6.57

LINEAR PARK

4

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

6"

A6.57

DATE

ISSUED FOR

11/18/2016

REVIEW SET

11/30/2016

SFM REVIEW SET

01/31/2017

PRICING SET

03/15/2017

PERMIT SET

SLOPED INSULATION (07 54 23) STEEL DECKING (05 31 00) 10"

TOP OF METAL PANEL EL. VARIES

1/4" SLOPE

1/4" SLOPE

1/4" SLOPE

1/4" SLOPE DATE

2'-10"

5 A6.57

COMPOSITE METAL PANEL (05 75 00)

3'-10"

METAL STUDS (05 40 00)

LIGHTING FIXTURE (DIV 26)

6"

STEEL STIFFENER PLATE (05 12 00) 3'-8" OC METAL STUDS (05 40 00)

6"

7"

8 1/2"

6"

ELECTRICAL CONDUIT (DIV 26)

M

2' -_4 1/2"

COMPOSITE METAL PANEL (05 75 00)

7"

VARIES

7"

REF. RCP CONTINUOUS FRAME (05 75 00). COLOR TO MATCH PANEL. METAL STUDS (05 40 00)

J. R I P P K L R A REG. NO. 3454

6 A6.57

SIM/OPP

A EC NA T

3"

1/2"

E

BOT. OF METAL SOFFIT EL. VARIES

TE I IS I S OF LO U I T T ER E D A RCH

A G RE

C:\PROJECTS\RVT2016\14027 - Linear Park\14027_ARCH_R16_Local-AVD.rvt

METAL TRIM (07 44 56)

ST

3/15/2017 4:56:27 PM

ISSUED FOR

SIM/OPP

W24 STEEL FRAMING (05 12 00)

CONTINUOUS FRAME (05 75 00). COLOR TO MATCH PANEL.

REVISION

FURRING CHANNEL (05 40 00) FIBER REINFORCED CEMENTITIOUS PANELS (07 44 56)

2 A6.22 A6.55

DETAIL SECTION THRU LIP AT VALLEY 1 1 1/2" = 1'-0"

1 A6.22 A6.55

DETAIL SECTION THRU SPINE AT VALLEY 1 1 1/2" = 1'-0"

PROJECT NO.

N14023/14027

DRAWN BY

ALVAREZ

CHECKED BY

Checker

DRAWING TITLE

DETAILS MULTIMODAL MAIN CANOPY

SHEET NO.

A6.55

COMPOSITE METAL PANEL (05 75 00)

1/2" TYP. GAP BETWEEN SOFFIT PANELS

NO SLOPE

STEEL BEAM (05 12 00) ABOVE

NO SLOPE

2" GAP AT KINK

17' - 9 1/2" FRC 16' - 11 1/2" METAL PANEL

SLOPING

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

FIBER REINFORCED CEMENTITIOUS PANELS (07 44 56)

SLOPING

MM-A 14'-3"

2'-0" THERMOPLASTIC POLYOLEFIN (TPO) ROOFING (07 54 23) BEYOND

MM-1.2

PLYWOOD (06 10 53) METAL GUTTER (07 62 00)

5 A6.80 A6.56

AESS PLATE (05 12 13) BEYOND

SOFT METAL FLASHING (DIV 22)

MM-3.2 MM-3.1

DETAIL RCP - MAIN CANOPY GAP AT KINK 1" = 1'-0"

28.25

28.2

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

STEEL BEAM (05 12 00)

STEEL FRAMING (05 12 00) 47'-0" 1/2"

1'-11"

23'-6"

1/2"

23'-6"

3'-9"

VARIES

T.O. MM CANOPY EL. 34'-9 1/2"

FIBER REINFORCED CEMENTITIOUS PANELS (07 44 56) METAL STUDS (05 40 00)

AESS PLATE (05 12 13)

1/2"

17'-10"

4 A6.51 A6.56

3"

B.O. OF TROUGH EL. 17'-9 5/8"

SECTION THRU CANOPY END PLATE AT SCUPPER 1 1/2" = 1'-0"

MM-A

2'-0"

B.O. FLAT SOFFIT EL. 16'-11 5/8"

SOFT METAL FLASHING (DIV 22) 1/2"

THERMOPLASTIC POLYOLEFIN (TPO) ROOFING (07 54 23)

1'-11 1/2"

DATE

ISSUED FOR

11/18/2016

REVIEW SET

11/30/2016

SFM REVIEW SET

01/31/2017

PRICING SET

03/15/2017

PERMIT SET

2"4"

14'-3"

2'-0"

3'-10 1/2"

2'-4"

NEW ORLEANS, LOUISIANA

MM-5

28.75

AESS PLATE (05 12 13)

1'-1"

WOOD BLOCKING (06 10 53)

28.8

LINEAR PARK

3"

3"

WOOD BLOCKING (06 10 53)

4'-4"

38'-4"

4'-4"

PLYWOOD (06 10 53) AESS PLATE (05 12 13) METAL FLASHING (07 62 00) WOOD BLOCKING (06 10 53)

EXISTING CANOPY REVISION

ISSUED FOR

3"

DATE

AESS PLATE (05 12 13) BEYOND

STEEL DECKING (05 31 00)

3"

1'-1"

VARIES

STEEL BEAM (05 12 00)

3 A6.10 A6.56

ELEVATION OF MULTIMODAL END PLATE - GABLE END 3/8" = 1'-0"

8'-2"

2'-6"

2'-6"

8'-2"

2'-4 1/4"

1'-2 1/4"9 1/2" 24' - 10"

2

2'-10 1/2" 3"

ST

20' - 11 1/2"

20' - 11 1/2"

TE I IS I S OF LO U I T T ER E D A RCH

A G RE

AESS PLATE (05 12 13) FRC SOFFIT BEYOND SCUPPER 3"

B.O. OF TROUGH EL. 17'-9 5/8"

J. R I P P K L R A REG. NO. 3454

3"

3"

3"

3"

1'-0"

M

6"

9"

A6.56

E

FIBER REINFORCED CEMENTITIOUS PANELS (07 44 56)

2'-7 1/2"

4

6"

3'-10 1/2"

20' - 5 3/4"

1/4"

METAL STUDS (05 40 00)

2'-10 1/2"

A6.56

A EC NA T

2'-4"

3'-10 1/2"

9 1/2"1'-2 1/4"

3'-8

C:\PROJECTS\RVT2016\14027 - Linear Park\14027_ARCH_R16_Local-AVD.rvt

1/2"

4'-4"

10'-8"

10'-8" 30'-0"

B.O. OF TROUGH EL. 17'-9 5/8"

4'-4" PROJECT NO.

N14023/14027

DRAWN BY

O'CAIN

CHECKED BY

Checker

3/15/2017 4:56:33 PM

DRAWING TITLE

2 A6.56 A6.56

SECTION THRU CANOPY END PLATE 1 1/2" = 1'-0"

1 A6.10 A6.56

ELEVATION OF MULTIMODAL END PLATE - SCUPPER END 3/8" = 1'-0"

DETAILS MULTIMODAL MAIN CANOPY

SHEET NO.

A6.56

METAL STUDS (05 40 00) WOOD BLOCKING (06 10 53)

33 3/4" 3_ " 4

7" TYP.

7"TYP.

6"

2"

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

3 _ " 4

METAL STUDS (05 40 00)

CONTINUOUS FURRING CHANNEL (05 40 00)

7 1_ " 8

1/2" 3 3/4" COMPOSITE METAL PANEL (05 75 00) FIBER REINFORCED CEMENTITIOUS PANELS (07 44 56)

LINEAR LED LIGHT FIXTURE WITH LENS (DIV 26)

LINEAR LED LIGHT FIXTURE WITH LENS (DIV 26)

CONTINUOUS FRAME (05 75 00). COLOR TO MATCH PANEL.

METAL STUDS (05 40 00)

DETAIL THRU LIGHT POCKET AT GABLE 12" = 1'-0"

7"

METAL STUDS (05 40 00)

7"

7 _ 1 " 8

9"TYP.

WOOD BLOCKING (06 10 53)

7 1_ " 8

WOOD BLOCKING (06 10 53)

CONTINUOUS FRAME (05 75 00). COLOR TO MATCH PANEL.

CONTINUOUS FRAME (05 75 00). COLOR TO MATCH PANEL.

COMPOSITE METAL PANEL (05 75 00)

DATE

ISSUED FOR

11/18/2016

REVIEW SET

11/30/2016

SFM REVIEW SET

01/31/2017

PRICING SET

03/15/2017

PERMIT SET

3 _ " 4

7 _ 1 " 8

1 7/8"

3"

COMPOSITE METAL PANEL (05 75 00)

NEW ORLEANS, LOUISIANA

9 A6.54 A6.57

LINEAR PARK

3 _ " 4

7 _ 1 " 8

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

COMPOSITE METAL PANEL (05 75 00)

1 _ 4 " 2

COLUMN COVER (05 58 13)

DATE

8 A6.54 A6.57

DETAIL THRU COLUMN COVER 12" = 1'-0"

7 A6.55 A6.57

DETAIL THRU LIGHT POCKET AT VALLEY

6 A6.55 A6.57

12" = 1'-0"

REVISION

ISSUED FOR

DETAIL THRU POCKET AT VALLEY 12" = 1'-0"

FORMED COMPOSITE PANELS (05 75 00) CONTINUOUS FRAME (05 75 00). COLOR TO MATCH PANEL. CONTINUOUS GASKET (05 75 00)

C:\PROJECTS\RVT2016\14027 - Linear Park\14027_ARCH_R16_Local-AVD.rvt

METAL FLASHING (07 62 00)

1 7/8"

1 _ " 2

CONTINUOUS FURRING CHANNEL (05 40 00) FIBER REINFORCED CEMENTITIOUS PANELS (07 44 56) FASTENER (07 44 56)

FIBER REINFORCED CEMENTITIOUS PANELS (07 44 56) CONTINUOUS FURRING CHANNEL (05 40 00)

CONTINUOUS FURRING CHANNEL (05 40 00)

3/15/2017 4:56:49 PM

FIBER REINFORCED CEMENTITIOUS PANELS (07 44 56) FASTENER (07 44 56)

5 A6.55 A6.57

DETAIL THRU FASCIA 12" = 1'-0"

4 A6.54 A6.57

DETAIL THRU METAL PANEL 12" = 1'-0"

3 A6.54 A6.57

DETAIL THRU FRC 12" = 1'-0"

A EC NA T

TE I IS I S OF LO U I T T ER E D A RCH

2" TYP .

COMPOSITE METAL PANEL (05 75 00)

METAL STUDS (05 40 00)

M

3 1_" 8

2"TYP.

1 _ " 2

A G RE

3/4"

2"

ST

1 _ "TYP. 2

P. Y T

J. R I P P K L R A REG. NO. 3454

E

1 _ " 2

1 7/8"

STRUCTURAL SILICONE (05 75 00)

2 A6.55 A6.57

DETAIL THRU FRC AT VALLEY 12" = 1'-0"

FASTENER (07 44 56)

1 A6.54 A6.57

DETAIL THRU FRC AT GABLE

PROJECT NO.

N14023/14027

DRAWN BY

ALVAREZ

CHECKED BY

Checker

DRAWING TITLE

ENLARGED DETAILS - MULTIMODAL MAIN CANOPY

12" = 1'-0"

SHEET NO.

A6.57

27.75

28.15

27.85

28.75

28.25

29.23

29.15

28.85

27.05

27.2

27.75

A6.56

MM-4

29.23

29.15

28.85

A6.56

K1

MM-3

3

K1

28.75

28.25

28.15

27.85

47'-0" 3 40'-0"

MM-4 K1

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

27.2

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

27.05

K1 MM-3

47'-0"

10

MM-H

10 A6.51

10

MM-H

10

A6.51

4

A6.51

A6.51 A4.50

57'-8"

57'-8"

C1-B

2

3

C1-B

2

A6.53

A6.53 A4.50

1 A6.53

1 A6.53

FIBER REINFORCED CEMENTITIOUS PANELS (07 44 56)

MM-G

MM-G 15'-0"

15'-0"

COLUMN COVER (05 58 13)

9

MM-F

9

AESS COLUMN (05 12 13)

MM-F

9

A6.51

A6.51

FIBER REINFORCED CEMENTITIOUS PANELS (07 44 56)

MM-E

8

8

MM-E

8

A6.51

A6.51

8 A6.51

A6.51

44'-0"

44'-0"

376'-6"

7 7

7 7

A6.51

A6.51

A6.51

A6.51

MM-D

MM-D

44'-0"

44'-0"

MM-C

6

6

MM-C

6

A6.51

A6.51

DATE

ISSUED FOR

11/18/2016

REVIEW SET

11/30/2016

SFM REVIEW SET

6

01/31/2017

PRICING SET

A6.51

03/15/2017

PERMIT SET

A6.51

48'-1"

48'-1"

DATE

MM-B

5

5

MM-B

5

A6.51

A6.51

ISSUED FOR

5 A6.51

72'-0"

72'-0"

MM-A

MM-A

4

A6.51

A6.51

14'-3"

A6.51

4

4 A6.51

14'-3"

C:\PROJECTS\RVT2016\14027 - Linear Park\14027_ARCH_R16_Local-AVD.rvt

REVISION

A6.51

4

20' - 11 1/2" 20' - 11 1/2"

MM-2

MM-1

MM-1

J. R I P P K L R A REG. NO. 3454

A6.56 ST

A EC NA T

A6.56

20' - 11 1/2"

E

MM-2

VARIES 1

M

VARIES 1

20' - 11 1/2"

A G RE

TE I IS I S OF LO U I T T ER E D A RCH

1 A6.50 A6.70 3/15/2017 4:57:27 PM

LINEAR PARK

72'-0"

72'-0"

COMPOSITE METAL PANEL (05 75 00)

NEW ORLEANS, LOUISIANA

A6.51

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

A6.51

FIBER REINFORCED CEMENTITIOUS PANELS (07 44 56)

9

RCP - MULTIMODAL MAIN CANOPY 1" = 20'-0"

2 A6.50 A6.70

RCP - MULTIMODAL BUS STOP CANOPY 1" = 20'-0"

PROJECT NO.

N14023/14027

DRAWN BY

WANG

CHECKED BY

Checker

DRAWING TITLE

REFLECTED CEILING PLAN - MULTIMODAL CANOPIES

SHEET NO.

A6.70

27.85

A6.56 3

K1 MM-3

K1

MM-3.3 MM-4

47'-0"

MM-3.1

4'-3"

19'-2 7/8"

19'-2 7/8"

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

27.75

27.2

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

27.05

29.23

29.15

28.85

28.75

28.25

28.15

4'-3" 16' - 11 1/2"

31' - 9 1/2" 9'-6"

16' - 11 1/2"

16' - 11 1/2"

16' - 11 1/2"

MM-H 11 4

A6.51 " 8 3/4" / 12

A4.50

C1-B 2 A6.53

COMPOSITE METAL PANEL (05 75 00) 1

[No Slope]

A6.53 [No Slope]

5 A6.56

MM-G

3'-6"

19'-11"

2"

15'-0"

16' - 11 1/2"

16' - 11 1/2"

17' - 9 1/2" FRC

16' - 11 1/2" METAL PANEL

B5-8

3'-6"

19'-11"

B5-7

B5-4

B5-5

B5-6

FIBER REINFORCED CEMENTITIOUS PANELS (07 44 56)

MM-F

14' - 6"

AESS COLUMN (05 12 13) 5'-0"

B5-9

B5-A 5'-0" 9'-8"

4" TYP

4" /4" 8'-8 3

16'-1" 4 EQ PANELS, TYP.

72'-0"

20 EQUAL SLOPING PANELS

1/4" / 12"

1/4" / 12"

17' - 9 1/2"

4'-0"

4"

/4" 9'-0 3

B5-B

COMPOSITE METAL PANEL (05 75 00)

B5-1

B5-2

B5-3

NEW ORLEANS, LOUISIANA

16' - 11 1/2"

57'-8"

16 EQUAL FLAT PANELS

FIBER REINFORCED CEMENTITIOUS PANELS (07 44 56)

LINEAR PARK

2"

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

1/4 10

1 "/

ALIGN JOINTS WITH COLUMN LINE DATE

ISSUED FOR

11/18/2016

REVIEW SET

11/30/2016

SFM REVIEW SET

01/31/2017

PRICING SET

03/15/2017

PERMIT SET

FIBER REINFORCED CEMENTITIOUS PANELS (07 44 56)

DATE 1

B1-9

B1-7

A6.52B1-8

1

B1-5

B1-6

B1-4

B1-3

REVISION

ISSUED FOR

B1-1

B1-2

COLUMN COVER (05 58 13)

A6.59 8

MM-E

8

A6.51

A6.51

B1-B

2 A6.52

2 A6.52

B2-9

B2-7

B2-8

B2-6

B2-5

B2-4

B2-3

B2-1

B2-2

M

J. R I P P K L R A REG. NO. 3454

E

14' - 6" 7

MM-D

16'-1"

TE I IS I S OF LO U I T T ER E D A RCH

A G RE

B2-A

ST

A6.51

B2-B

A EC NA T

A6.51

7

ALIGN METAL PANEL AND FRC JOINTS

AESS COLUMN (05 12 13)

4 EQ PANELS W/ 1/2" JOINT

PROJECT NO.

N14023/14027

DRAWN BY

WANG

CHECKED BY

Checker

DRAWING TITLE FIBER REINFORCED CEMENTITIOUS PANELS (07 44 56)

3/15/2017 4:57:31 PM

44'-0"

12 EQUAL SLOPING PANELS

14' - 6"

7'-6 1/2"

C:\PROJECTS\RVT2016\14027 - Linear Park\14027_ARCH_R16_Local-AVD.rvt

B1-A

ENLARGED REFLECTED CEILING PLAN - MULTIMODAL CANOPIES A MM-2

MM-1.3

MM-1.2

MM-1.1

MM-1

SHEET NO.

A6.80

ZONE 2

ZONE 3

ZONE 4

RE: SHEET A6.02

RE: SHEET A6.03

RE: SHEET A6.04

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM ZONE 1 RE: SHEET A6.01

SLAB PLAN - POYDRAS TO JULIA

3 A2.32 A7.00

N

1" = 100'-0"

ZONE 4

ZONE 5

ZONE 6

ZONE 7

ZONE 8

ZONE 9

RE: SHEET A6.04

RE: SHEET A6.05

RE: SHEET A6.06

RE: SHEET A6.07

RE: SHEET A6.08

RE: SHEET A6.09

MCCNO - HALL I-1

MCCNO - HALL A

MCCNO - HALL B-1

MCCNO - HALL B-2

MCCNO - HALL C

MCCNO - HALL D

NEW ORLEANS, LOUISIANA

DATE

ISSUED FOR

11/18/16

REVIEW SET

11/30/16

SFM REVIEW SET

01/31/17

PRICING SET

DATE

REVISION

ZONE 10 RE: SHEET A6.10

MCCNO - HALL I-2

PROJECT EXTENT OF SCOPE MCCNO - HALL F

LINEAR PARK

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

ZONE 5

ZONE 4

ZONE 4

ZONE 3

ZONE 3

ZONE 2

ZONE 2

ZONE 1

HILTON NEW ORLEANS RIVERSIDE

ISSUED FOR

MCCNO - HALL J

MCCNO - HALL G

MCCNO - HALL E

1 A2.32 A7.00

SLAB PLAN - JULIA TO HENDERSON

ZONE 10

ZONE 9

ZONE 9

ZONE 8

ZONE 8

ZONE 7

ZONE 7

ZONE 6

ZONE 6

ZONE 5

ZONE 5

ZONE 4

ZONE 4

ZONE 3

C:\Users\sdardant\Documents\N14023_MCCNO LINEAR PARK_CENTRAL_2016_sdardant.rvt

UP

N

1" = 100'-0" PROJECT NO.

N14023/14027

DRAWN BY

Author

CHECKED BY

Checker

3/16/2017 6:26:29 PM

DRAWING TITLE

SLAB PLAN OVERALL

SHEET NO.

A7.00

19'-11"

182'-6"

5'-10"

5'-10" 4'-2"

2" 4'-2" 2''-10" 3'-10" 3

8'-2" 3'-10"

4'-2"

5'-10" 4'-2"

3'-10" 10'-2"

3'-10" 4'-2"

2'-0"

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM 7'-11"

90 °

NEW ORLEANS, LOUISIANA

1"

LINEAR PARK

14'-2"

8'-10"

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

48'-0"

8'-11"

41'-10"

66'-2"

62'-5"

DATE

ISSUED FOR

11/18/16

REVIEW SET

11/30/16

SFM REVIEW SET

01/31/17

PRICING SET

DATE

REVISION

90 °

96 .1 ° 90 °

ISSUED FOR

ZONE 5

ZONE 4

ZONE 4

ZONE 3

PWL 4.1

C:\Users\sdardant\Documents\N14023_MCCNO LINEAR PARK_CENTRAL_2016_sdardant.rvt

PWL 4.2

14' - 10"

179' - 11"

SLAB PLAN - GENERAL NOTES 1.

WEEP HOLES IN SLAB IN EVERY "X" SF O.C., 1" DIAMETER

PROJECT NO.

N14023/14027

DRAWN BY

Author

CHECKED BY

Checker

DRAWING TITLE

3/16/2017 6:26:41 PM

1 A2.32 A7.04

SLAB PLAN - PARTIAL - ZONE 4 1" = 20'-0"

SLAB PLAN PARTIAL - ZONE 4

SHEET NO.

A7.04

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM 47'-10"

15'-2"

62' - 6"

62'-5"

62'-10"

18'-2"

94'-3"

15'-2"

101'-10"

15'-2"

101'-10"

15'-2"

90 .1 °

90 °

NEW ORLEANS, LOUISIANA

UP

LINEAR PARK

39'-9"

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

18'-2"

DATE

ISSUED FOR

11/18/16

REVIEW SET

11/30/16

SFM REVIEW SET

01/31/17

PRICING SET

DATE

REVISION

131' - 4"

141' - 7"

ZONE 5

ZONE 4

ZONE 5

ZONE 4 C:\Users\sdardant\Documents\N14023_MCCNO LINEAR PARK_CENTRAL_2016_sdardant.rvt

A2.32 A7.05

PWL 5.2

PWL 5.1

1

ISSUED FOR

SLAB PLAN - PARTIAL - ZONE 5 1" = 20'-0"

SLAB PLAN - GENERAL NOTES 1.

WEEP HOLES IN SLAB IN EVERY "X" SF O.C., 1" DIAMETER

PROJECT NO.

N14023/14027

DRAWN BY

Author

CHECKED BY

Checker

3/16/2017 6:26:45 PM

DRAWING TITLE

SLAB PLAN PARTIAL - ZONE 5

SHEET NO.

A7.05

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM 11'-11"

105' - 11"

170'-11"

48' - 1"

62' - 6" 90 °

96 .2 °

NEW ORLEANS, LOUISIANA

18'-2"

5'-10"

LINEAR PARK

5'-10"

18'-2"

18'-2"

5'-10"

15'-10"

'-10" 1'-7" 5

UP

18'-2"

5'-10"

5'-10"

18'-2"

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

" 122' - 10

E BASELIN SURVEY

ISSUED FOR

11/18/16

REVIEW SET

11/30/16

SFM REVIEW SET

01/31/17

PRICING SET

DATE

REVISION

ZONE 5

ZONE 4

" 107' - 10

DATE

327' - 8"

C:\Users\sdardant\Documents\N14023_MCCNO LINEAR PARK_CENTRAL_2016_sdardant.rvt

PWL 6.3

A2.32 A7.06

PWL 6.2

PWL 6.1

1

ISSUED FOR

SLAB PLAN - PARTIAL - ZONE 6 1" = 20'-0"

SLAB PLAN - GENERAL NOTES 1.

WEEP HOLES IN SLAB IN EVERY "X" SF O.C., 1" DIAMETER

PROJECT NO.

N14023/14027

DRAWN BY

Author

CHECKED BY

Checker

3/16/2017 6:26:48 PM

DRAWING TITLE

SLAB PLAN PARTIAL - ZONE 6

SHEET NO.

A7.06

8'-7"

18'-2"

18'-2"

5'-10"

15'-10"

90

.2 °

99' - 0"

231' - 0"

PWL 7.3

89 .9°

.2 °

PWL 7.4

90

E BASELIN SURVEY

C:\Users\sdardant\Documents\N14023_MCCNO LINEAR PARK_CENTRAL_2016_sdardant.rvt

PWL 7.1

1 A2.32 A7.07

PWL 7.2

45' - 1"

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM 12'-0" 5'-10"

5'-10"

5'-10"

NEW ORLEANS, LOUISIANA

229' - 5"

LINEAR PARK

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

41'-1"

1' - 7"

DATE

ISSUED FOR

11/18/16

REVIEW SET

11/30/16

SFM REVIEW SET

01/31/17

PRICING SET

DATE

REVISION

ISSUED FOR

SLAB PLAN - PARTIAL - ZONE 7 1" = 20'-0"

SLAB PLAN - GENERAL NOTES 1.

WEEP HOLES IN SLAB IN EVERY "X" SF O.C., 1" DIAMETER PROJECT NO.

N14023/14027

DRAWN BY

Author

CHECKED BY

Checker

3/16/2017 6:26:53 PM

DRAWING TITLE

SLAB PLAN PARTIAL - ZONE 7

SHEET NO.

A7.07

126' - 0" 6' - 0"

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

6' - 0"

117' - 0"

12' - 0" 42' - 4" 90

.2 °

.2 °

.3 PWL 8

.2 PWL 8

.1 PWL 8

NEW ORLEANS, LOUISIANA

90

.2 °

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

90

LINEAR PARK

138' - 0"

DATE

ISSUED FOR

11/18/16

REVIEW SET

11/30/16

SFM REVIEW SET

01/31/17

PRICING SET

DATE

REVISION

ISSUED FOR

C:\Users\sdardant\Documents\N14023_MCCNO LINEAR PARK_CENTRAL_2016_sdardant.rvt

OUT-PARCEL EXCLUDED

SLAB PLAN - GENERAL NOTES 1.

1 A2.32 A7.08

WEEP HOLES IN SLAB IN EVERY "X" SF O.C., 1" DIAMETER

SLAB PLAN - PARTIAL - ZONE 8 1" = 20'-0" PROJECT NO.

N14023/14027

DRAWN BY

Author

CHECKED BY

Checker

3/16/2017 6:26:58 PM

DRAWING TITLE

SLAB PLAN PARTIAL - ZONE 8

SHEET NO.

A7.08

SEE SECTIONS

MORPHY MAKOFSKY

4

WHEN DEPTH OF DEPRESSION IS 3" OR GREATER PROVIDE 2'-6 #4

OFFSET REINF. ON A 1 ON 6 SLOPE AT DEPRESSION

2'-6 SPACING TO MATCH SLAB REINF.

1-#4 CONT.

DEPRESSION DEPTH SEE ARCH.

3/4" = 1'-0"

1' - 0" MIN.

OPEN

A

2'-6" (TYP.)

NTS

1 1/2"TOP & BOT.

KEYWAY

FS1.01

DETAIL-TYPICAL SLAB DEPRESSION

1-#4x2'-6, TYP.

1 1/2"

LAP SPLICE SEE GENERAL NOTES

SEE PLAN

EL. SEE PLAN

NOTES: 1. OMIT ADDED BARS FOR HOLES 10" OR LESS AND RUN NORMAL REINFORCING BY SIDE OF HOLE. 2. WHERE HOLES ARE NEAR OR AGAINST BEAMS OR COLUMNS AND ADDED REINFORCING CANNOT BE EXTENDED AS SHOWN, HOOK AFFECTED END. 3. LOCATIONS OF ALL OPENINGS SHALL BE AS SHOWN ON ARCH. DWGS.

ELEVATION

5

NTS

8

DETAIL-TYPICAL SLAB PENETRATION

FS1.01

NTS

FS1.01

1 1/2" MAX.

FS1.01

6

NOTES: 1. LOCATIONS OF CONSTRUCTION JOINTS TO BE APPROVED BY ENGINEER. 2. REINFORCING IN OPPOSITE DIRECTION NOT SHOWN.

DETAIL-TYPICAL FLOOR SLAB CONSTRUCTION JOINT NTS

1 1/2" MAX.

DETAIL-TYPICAL CONCRETE BEAM BULKHEAD

EXTEND TOP & BOT. REINF. TO LAP WITH ADJACENT POUR, TYP.

BASE PLATE SEE DETAILS

BASE PLATE SEE DETAILS

LIGHT POLE SEE ARCH. DWG.'S

1'-0" EMBED. LENGTH @ ¾"ø 1'-4" EMBED. LENGTH @ 1"ø 1'-8" EMBED. LENGTH @ 1¼"ø 1½" GROUT

EL. VARIES

FINISHED SURFACE

TACK WELD

TACK WELD

FS1.01

DETAIL-ANCHOR BOLT TYPE 1

FS1.01

BENCH AT MOVING WALK SEE ARCH.

SEE ARCH.

BENCH AT MULTIMODAL SEE ARCH.

2' - 0"Ø

SEE ARCH.

SEE ARCH. TREATED TIMBER PILE SEE GENERAL NOTE #9.

PAVERS SEE ARCH. - TYP.

ADJACENT GRADE ELEVATION

PAVERS SEE ARCH. - TYP.

1' - 2"±

EQ.

PRICING SET

03/15/17

PERMIT SET

DATE

REVISION

ISSUED FOR

DETAIL-ANCHOR BOLT TYPE 2 NTS

SEE ARCH.

ADJACENT GRADE ELEVATION

SEE ARCH.

PLANTER AT MOVING WALK SEE ARCH.

PAVERS SEE ARCH.

MOVING WALK FOUNDATION NOT SHOWN FOR CLARITY, SEE PLANS AND SECTIONS PAVING SEE CIVIL

10"

EQ.

ADJACENT GRADE ELEVATION SEE CIVIL

1' - 2"±

3" CLR. TYP.

01/31/17

ADJACENT GRADE ELEVATION PAVERS SEE ARCH.

MOVING WALK FOUNDATION NOT SHOWN FOR CLARITY, SEE PLANS AND SECTIONS PAVING SEE CIVIL

THESE PLANS AND SPECIFICATIONS HAVE BEEN PREPARED BY OR UNDER MY PERSONAL SUPERVISION AND, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THEY COMPLY WITH ALL CITY REQUIREMENTS. I AM GENERALLY ADMINISTERING THE WORK. ENGINEER __________________ L OUI S REG. NO. T E OF I

AN

A

A

ALLOWANCES: 1. STREET LIGHTS & TRAFFIC LIGHTS: SEE ARCH/MEP FOR QUANTITY AND LOCATIONS, SEE 9/FS1.01 FOR DETAIL. 2. METER AND LIGHT CONTROL PANELS: ALLOW FOR THREE 4PA PILE CAPS (3/SFS1.02). 3. ENTERGY PAD & TRANSFORMERS: ALLOW FOR ONE 4PC (6/FS1.02) FOR THE ENTERGY PAD AND FOUR 4PA PILE CAPS (3/FS1.02).

REVIEW SET

NTS

SEE ARCH.

36" OR 18" BENCH SEE ARCH.

11

SEE ARCH.

12-#6 VERT. #3 @12"

10

11/18/16

NOTES: UNLESS NOTED OTHERWISE: 1. ALL ANCHOR BOLTS ASTM F1554 GR 36. 2. PROVIDE LEVELING NUTS AS REQ'D TO SUPPORT BASEPLATE.

NOTES: UNLESS NOTED OTHERWISE: 1. ALL ANCHOR BOLTS ASTM F1554 GR 36. 2. PROVIDE LEVELING NUTS AS REQ'D TO SUPPORT BASEPLATE.

1' - 2"±

21. DESIGN LOADS AND OTHER PERTINENT DESIGN INFORMATION: A. BUILDING CODE: INTERNATIONAL BUILDING CODE 2012 / ASCE 7-10 B. FLOOR LIVE LOAD 1. __ PSF

ISSUED FOR

PL3/8"x4"x4" W/ NUTS TOP & BOT.

10"

EL. FIELD DET.

1 1/2" GROUT

1'-0" EMBED LENGTH (MIN.)

EL. VARIES

DATE

ST

A

NEW ORLEANS, LOUISIANA

7

2'-6" (TYP.)

LAP LENGTH AS REQ'D SEE GENERAL NOTES

VAPOR BARRIER

LINEAR PARK

PERPENDICULAR REINF. OMITTED FOR CLARITY

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

INTERRUPTED BARS HOOK TOP AND BOT. ONLY

SEE PLAN

SEE PLAN

EL. SEE PLAN

ADDITIONAL BARS EQUAL IN AREA TO BARS CUT BY HOLE MIN. 1-#4 ADDED

INTERRUPTED BARS HOOK TOP BARS ONLY

CONSULTING ENGINEERS 336 N. Jeff Davis PKWY. New Orleans, La 70119 Phone: (504)488-1317 Fax: (504)488-0924 Job Number: 14187

DETAIL-CONCRETE BEAM DEPRESSION

FS1.01

BEAM REINF. SEE SECTIONS

BEAM REINF., SEE SECTION

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

OFFSET REINF. ON A 1 ON 6 SLOPE AT DEPRESSION

1' - 0" MIN.

NTS

FS1.01

1 1/2"

DEPRESSION DEPTH VARIES, SEE PLANS AND SECTIONS BEAM DEPTH SEE SECTIONS

BEAM DEPTH SEE SECTIONS

1" CLR. SLAB BOT. REINF. 3" PILE EMBED.

3" CLR. BM. BOT. REINF.

1 1/2" CLR. BM. TOP REINF.

3/4" SLAB TOP REINF.

SEE SECTIONS SEE SECTIONS

SEE SECTIONS 3" CLR. BM. BOT. REINF.

1 1/2" CLR. BM. SIDE REINF. AT METAL OR WOOD FORMED

SECTION A-A

17. CONDUITS AND PIPES EMBEDDED IN CONCRETE: A. CONDUITS, PIPES, AND SLEEVES OF ANY MATERIAL NOT HARMFUL TO CONCRETE SHALL BE PERMITTED TO BE EMBEDDED IN CONCRETE WITH APPROVAL OF THE ENGINEER, PROVIDED THAT REGULATIONS ARE FOLLOWED AS OUTLINED IN THE APPLICABLE ACI CODES. B. CONDUITS, PIPES, AND SLEEVES PASSING THROUGH A SLAB OR BEAM SHALL NOT SIGNIFICANTLY IMPAIR THE STRENGTH OF CONSTRUCTION AS DETERMINED BY THE ENGINEER. C. SINGLE CONDUITS AND PIPES OR INTERSECTING CONDUITS AND PIPES SHALL NOT OCCUPY MORE THAN AN 1 1/2" OF SLAB THICKNESS AND 1/3 THE OVERALL THICKNESS OF BEAMS IN WHICH THEY ARE EMBEDDED, AND THEY SHALL NOT BE SPACED CLOSER THAN THREE DIAMETERS OR WIDTHS ON CENTER. ANY CONDUIT OR PIPE LARGER SHALL BE LOCATED BELOW THE RESPECTIVE SLAB OR BEAM. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL, A DIAGRAM DEPICTING THE HOME RUNS OF CONDUIT TO ALL PANELS, TYPICAL. D. IT WILL NOT BE PERMITTED TO CUT, BEND, OR DISPLACE THE REINFORCING STEEL FROM ITS PROPER LOCATION. E. COORDINATION MUST BE MADE BY THE CONTRACTOR AT HIS EXPENSE TO FOLLOW THE ABOVE GUIDELINES. 18. POST INSTALLED ANCHORS TO HARDENED CONCRETE: A. IN THE INSTALLATION OF ANCHORS, CARE SHALL BE EXERCISED SO AS NOT TO NICK OR CUT EXISTING REINFORCING, CONDUIT, ETC. SEE GENERAL NOTE 4 FOR PROCEDURE FOR DRILLING HOLES IN EXISTING CONCRETE. B. ANCHOR TYPES SHALL BE AS FOLLOWS: 1. WEDGE TYPE ANCHORS; "KWIK BOLT 3" BOLTS AS MANUFACTURED BY HILTI FASTENING SYSTEMS OR AN APPROVED EQUAL. 2. ADHESIVE TYPE ANCHORS (CONCRETE); "HAS-E" RODS AND HIT-HY 200 MAX ADHESIVE SYSTEM AS MANUFACTURED BY HILTI FASTENING SYSTEMS OR AN APPROVED EQUAL. 3. ADHESIVE TYPE ANCHORS (GROUT FILLED & HOLLOW CMU); "HAS-E" RODS AND HIT-HY 70 ADHESIVE SYSTEM AS MANUFACTURED BY HILTI FASTENING SYSTEMS OR AN APPROVED EQUAL. ADDITIONALLY, AT HOLLOW CMU CONDITIONS, PROVIDE HILTI HIT-SC SCREENS.

JONATHAN A. SOFRANKO REG. No. 28228

PAVING SEE CIVIL

CONT. FTG. REINF. W/ #5@12" BOT. EA. WAY NOTE: UNLESS NOTED OTHERWISE: 1. EXTEND BENCH TO TOP OF CONTINUOUS FOOTING WHERE CIVIL PAVING DOES NOT OCCUR.

FS1.01

DETAIL-LIGHT POLE FOUNDATION NTS

12 FS1.01

DETAIL-BENCH FOUNDATION 3/4" = 1'-0"

SEE PLANS FOR FTG. LOCATIONS 1' - 6"

CONT. FTG. REINF. W/ #5@12" BOT. EA. WAY NOTE: UNLESS NOTED OTHERWISE: 1. EXTEND MULTIMODAL BENCH TO TOP OF CONTINUOUS FOOTING WHERE CIVIL PAVING DOES NOT OCCUR.

13 FS1.01

DETAIL-MULTIMODAL BENCH FOUNDATION 3/4" = 1'-0"

CONT. FTG. REINF. W/ 3-#5 CONT. BOT. & #5@12"

SEE PLANS FOR FTG. LOCATIONS

REGISTERED

CONT. FTG. REINF. W/ 3-#5 CONT. BOT. & #5@12" 1' - 6"

PROFESSIONAL ENGINEER

IV

C

NOTE: COORD. LOCATION W/ ARCH. DRAWINGS.

PAVING SEE CIVIL

10"

20. STYROFOAM FILL: ASTM D6817-11 STANDARD SPECIFICATIONS FOR RIGID CELLULAR POLYSTYRENE GEOFOAM FILL; TYPE EPS_. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ADEQUATELY RESTRAIN AND ANCHOR ALL MATERIAL FOR ALL CONDITIONS, (SUCH AS BUOYANCY OR LATERAL DISPLACEMENT DUE TO CONSTRUCTION METHOD, ETC.) DURING CONSTRUCTION.

6

DETAIL-TYPICAL INTERIOR 1ST FLOOR CONCRETE BEAM

3

NTS

16. SOIL SUPPORTED SLABS AND FOUNDATIONS: A. SLABS AND FOUNDATIONS MUST BEAR ON FIRM NATURAL UNDISTURBED SOIL OR PROPERLY COMPACTED ENGINEERED FILL. B. FOUNDATIONS ARE DESIGNED FOR A SOIL PRESSURE OF: 1. SPREAD FOOTING FOUNDATION: __ PSF 2. CONTINUOUS FOOTING FOUNDATION: __ PSF C. CONSULT THE ENGINEER IF UNSATISFACTORY SOIL CONDITIONS ARE ENCOUNTERED AT BOTTOM OF SLABS OR FOUNDATIONS.

19. OTHER WORK: COORDINATE ALL OTHER WORK WITH STRUCTURAL. UNLESS DETAILED OR SPECIFIED, THE ARCHITECT IS TO APPROVE ALL OPENINGS, SLEEVES, EMBEDDED ITEMS ETC. INVOLVED IN STRUCTURAL WORK PRIOR TO THEIR BEING SET. DO NOT CUT OR DRILL HOLES IN STRUCTURAL MEMBERS WITHOUT THE APPROVAL OF THE ARCHITECT. ALL SUCH ITEMS SHALL NOT IMPAIR THE STRUCTURAL INTEGRITY OF THE MEMBER AS DETERMINED BY THE ENGINEER OF RECORD.\

1

2'-6" (TYP.)

9 3/15/2017 2:14:15 PM

3" PILE EMBED.

FS1.01

EL. SEE PLAN

INCORPORATED

DETAIL-TYPICAL EXTERIOR 1ST FLOOR CONCRETE BEAM

2

EA. BM.

NOTES: 1. DETAIL SHOWN IS TO ILLUSTRATE REINFORCEMENT PLACEMENT AND OTHER BEAM DETAILS. 2. SEE PLANS, SCHEDULES, DETAILS, AND SECTIONS FOR DIMENSIONS. ELEVATIONS, AND REINFORCING SIZES AND QUANTITIES.

NOTES: 1. DETAIL SHOWN IS TO ILLUSTRATE REINFORCEMENT PLACEMENT AND OTHER BEAM DETAILS. 2. SEE PLANS, SCHEDULES, DETAILS, AND SECTIONS FOR DIMENSIONS, ELEVATIONS, AND REINFORCING SIZES AND QUANTITIES.

SEE ARCH.

OTHER

1 1/2" CLR. BM. SIDE REINF. AT METAL OR WOOD FORMED

SEE SECTIONS

3'-0"

#4 CONT.

PERMANENT METAL OR TREATED WOOD FORM TO BE LEFT IN PLACE

BM. REINF. SEE SECTIONS

1' - 2"±

SLABS

13. REINFORCING CLEARANCES REQUIRED ARE AS FOLLOWS: ACI 117 STANDARDS. UNLESS SPECIFICALLY NOTED OR SHOWN ON THE DRAWINGS, REINFORCING CLEARANCES SHALL BE AS FOLLOWS: A. SLABS: 3/4" CLEAR TOP & BOTTOM FORMED, 1" CLEAR BOTTOM, 3/4" CLEAR TOP ON GRADE. B. BEAMS: 1 1/2" CLEAR BOTTOM FORMED, 3" CLEAR BOTTOM CAST ON EARTH, 1 1/2" CLEAR SIDES AND TOP FORMED, 3" CLEAR SIDES EARTH FORMED, 1 1/2" CLEAR TOP. C. COLUMNS: 1 1/2" CLEAR, TYPICAL. D. WALLS: 1 1/2 " CLEAR, TYPICAL.

C:\Users\ramon\Documents\14187_STRUCTURAL_r16_mmi336.rvt

1 1/2" CLR. BM. SIDE REINF. AT METAL OR WOOD FORMED

#10 #11 140 165 108 127 102 113 79 87

WHEN DEPTH OF DEPRESSION IS 3" OR GREATER 3'-0" PROVIDE 3-#6

1 1/2" CLR. BM. SIDE REINF. AT METAL OR WOOD FORMED

KEYWAY #9 117 90 91 70

VAPOR BARRIER SEE GEN. NOTES SLAB BOT. REINF. SEE PLAN

10"

12. REINFORCING STEEL: A. BARS: ASTM A615, GRADE 60 B. WELDED WIRE MESH: ASTM A1064 C. CONTRACTOR SHALL INCLUDE IN THE COST OF HIS BID, AN ADDITIONAL 5 TONS OF REINFORCING STEEL. THIS COST SHALL INCLUDE FABRICATION, TRANSPORTATION, INSTALLATION, ETC. OF ADDITIONAL REINFORCING STEEL. COST OF ADDITIONAL REINFORCING STEEL NOT UTILIZED DURING CONSTRUCTION WILL BE CREDITED BACK TO THE OWNER VIA CHANGE ORDER AT THE UNIT PRICE PROVIDED ON THE BID FORM.

PILE, SEE GEN. NOTES

SLAB TOP REINF. SEE PLAN

SLAB TEMP. REINF. SEE PLAN

PILE SEE GEN. NOTES

COORD. W/ ELEC.

9. PILES (SMALL TIMBER PILES): ASTM D25 TREATED TIMBER PILES. A. LENGTH: 30 ft. B. MINIMUM TIP DIAMETER: 6" C. MINIMUM BUTT DIAMETER: 8" D. TREATMENT: C.C.A.; O.80 PCF RETENTION PER AWPA SPECIFICATIONS. E. CUT-OFF TREATMENT: BRUSH TREAT TOP OF PILE WITH COPPER NAPTHENATE CONFORMING TO AWPA SPECIFICATION M4. F. FOLLOWING: PILES MAY BE FOLLOWED. ALLOW 1'-0" FOR CUT-OFF. G. AUGER: 8 ft., 6" ø H. HAMMER: NO. 2 VULCAN OR 3,000 LB DROP HAMMER DELIVERING 9,000 FT.-LBS OF ENERGY PER BLOW. I. EXPLORATORY PILES: NONE J. LOAD TEST: NONE K. DESIGN LOAD: 5 TONS. PER TABLE 1812.12.2.3 OF THE NEW ORLEANS AMENDMENTS TO INTERNATIONAL BUILDING CODE. 11. CONCRETE: A. ACI 301-10 SPECIFICATIONS B. NORMAL WEIGHT CONCRETE: 150 PCF C. COMPRESSIVE STRENGTH AT 28 DAYS: 4,000 PSI

#10 #11 140 165 108 127 102 113 79 87

SEE GENERAL NOTES FOR LAP

45°

7. PILES: OPEN END PIPE PILE. FILL UPPER VOID WITH CONCRETE: A. TIP PENETRATION BELOW FIRST FLOOR ELEVATION: 61 ft. B. PIPE: ASTM A252 GRADE 2, LONGITUDINAL WELD ONLY. C. DIAMETER: 10 3/4" D. WALL THICKNESS: 0.25" E. CONCRETE: 3,000 PSI COMPRESSIVE STRENGTH @28 DAYS F. SPLICE: FULL PENETRATION BUTT WELD G. HAMMER: IMPACT HAMMER OF ADEQUATE SIZE TO REACH DESIGN TIP ELEVATION. SUBMIT FOR APPROVAL. H. COATING: TOP 15 ft. W/ 18 MILS COAL TAR EPOXY I. EXPLORATORY PILES: NONE J. LOAD TEST: NONE K. DESIGN LOAD: 25 TONS L. AT CONTRACTORS OPTION, TREATED TIMBER PILES MAY BE USED IN LIEU OF PIPE PILES WHERE HEAD ROOM IS NOT A CONSIDERATION. 8. PILES: ASTM D25 TREATED TIMBER PILES A. TIP PENETRATION BELOW FIRST FLOOR ELEVATION: 61 ft. B. MINIMUM TIP DIAMETER: 7 " C. MINIMUM DIAMETER 3'-0 FROM BUTT: 12" D. TREATMENT: C.C.A.; .80 PCF RETENTION PER AWPA SPECIFICATIONS. E. CUT-OFF TREATMENT: BRUSH TREAT TOP OF PILE WITH COPPER NAPTHENATE CONFORMING TO AWPA SPECIFICATION M4. F. FOLLOWING: PILES MAY BE FOLLOWED. ALLOW 1'-0" FOR CUT-OFF. G. PREDRILL: 25 ft., 8"ø THREE BLADE DEMON BIT. H. HAMMER: NO. 1 VULCAN I. EXPLORATORY PILES: NONE J. LOAD TEST: NONE K. DESIGN LOAD 25 TONS

BM. REINF. SEE SECTIONS

15. REINFORCING DETAILS FOR SOIL SUPPORTED CONCRETE: ACI 315 STANDARDS. UNLESS SPECIFICALLY NOTED OR SHOWN ON THE DRAWINGS, BAR LAPS AND CONFIGURATIONS SHALL BE STAGGERED AND LAPPED WITH A FULL TENSION LAP. SEE TABLE BELOW: A. TOP BARS OR SLAB BARS: HOOK AT NON-CONTINUOUS ENDS. B. INTERMEDIATE HORIZONTAL BARS IN WALLS AND BEAMS: TENSION LAP SPLICES, SEE TABLE BELOW. C. SLAB REINFORCING: SPLICE LOCATION AT CONTRACTOR'S OPTION. STAGGER LAPS BETWEEN ADJACENT BARS A MINIMUM OF 4'-0" OR LENGTH OF LAP SPECIFIED IN TABLE BELOW, WHICHEVER IS GREATER. D. BEAM OR CONTINUOUS FOOTING REINFORCING: SPLICE LOCATION AT CONTRACTOR'S OPTION. SPLICE NO MORE THAN 1/3 OF THE REINFORCING AT ANY SINGLE LOCATION. STAGGER LAPS A MINIMUM OF 4'-0" OR LENGTH OF LAP SPECIFIED IN TABLE BELOW, WHICHEVER IS GREATER. E. CORNER BARS: PROVIDE CORNER BARS AT EACH OUTSIDE CORNER FOR EACH HORIZONTAL BAR IN WALLS AND BEAMS, CORNER BARS SHALL LAP WITH HORIZONTAL BARS. PROVIDE "U" BARS AT WALL ENDS. LAP #3 TO #6 BARS 30" EACH WAY AND LAP #7 TO #11 BARS 48" EACH WAY. HOOK INSIDE BARS IN WALLS AT ENDS. F. LAP SPLICE TABLE: LAP SPLICES (INCHES) BAR SIZE LOCATION #3 #4 #5 #6 #7 #8 TOP 15 24 36 48 78 96 OTHER 12 19 28 37 60 74 24 32 40 48 70 80 TOP 19 25 31 37 54 62 OTHER

VAPOR BARRIER SEE GEN. NOTES

7'-0" (N.T.S.)

6. VAPOR BARRIER: A. UNLESS OTHERWISE STATED IN SPECIFICATIONS, PROVIDE OPAQUE, 15 MIL POLYETHYLENE VAPOR BARRIER CONFORMING TO ASTM E1745 ON TOP OF FILL UNDER ALL INTERIOR SLABS AND BEAMS. OMIT ON TOP OF PILES. B. FOLLOW MANUFACTURER'S RECOMMENDATIONS AND USE MANUFACTURER'S RECOMMENDED ADHESIVE AND PRESSURE-SENSITIVE TAPE FOR SEALING HOLES AND JOINTS IN VAPOR BARRIER. C. SHALL BE NEATLY PLACED, FOLLOW THE PROFILE OF THE BOTTOM OF THE SLAB AND BEAMS, AND BE IN INTIMATE CONTACT WITH THE FILL.

0" CLR.

4'-0" (N.T.S.)

5. DAMAGE TO EXISTING CONSTRUCTION: ALL WORK SHALL BE DONE IN A MANNER WHICH WILL NOT DAMAGE ADJACENT EXISTING CONSTRUCTION WHICH IS TO REMAIN.

OTHER

#9 117 90 91 70

THIS SIDE WOOD OR METAL FORMED

EQ.

4. DRILLING HOLES FOR ANCHORS AND CORING HOLES IN EXISTING CONCRETE: A. PRIOR TO DRILLING OR CORING HOLES, THE CONTRACTOR SHALL LOCATE EXISTING REINFORCING STEEL, POST-TENSIONING, CONDUIT, PIPING, ETC. IN THE AREA WHERE NEW HOLES ARE TO BE INSTALLED THROUGH NON-DESTRUCTIVE TESTING SUCH AS WITH AN X-RAY, RADAR, OR WITH OTHER NONDESTRUCTIVE DEVICES. B. MARK THE LOCATION OF ALL REINFORCING STEEL, POST-TENSIONING, CONDUIT, PIPING, AND OTHER EXISTING INTERFERENCES ON THE SURFACE OF THE SLAB. C. IF NEW HOLE LOCATIONS CONFLICT WITH EXISTING REINFORCING, POST-TENSIONING, CONDUIT, PIPING, ETC., THE CONTRACTOR SHALL NOTIFY THE ENGINEER BEFORE INSTALLING THE NEW HOLES. D. VERIFY NO CONFLICTS EXIST AT NEW HOLE LOCATIONS BY SMALL DRILLED PILOT HOLES. IF NO CONFLICTS EXIST, COMPLETE THE INSTALLATION. IN THE CASE OF STEEL TO BE FASTENED TO THE CONCRETE WITH MULTIPLE ANCHORS, FABRICATE, FROM A FIELD TEMPLATE, THE STEEL TO BE FASTENED TO THE CONCRETE BY THE ANCHORS AND COMPLETE THE INSTALLATION. E. WHEN INSTALLING NEW HOLES, CARE SHALL BE EXERCISED SO AS NOT TO NICK OR CUT EXISTING REINFORCING STEEL, POST-TENSIONING, CONDUIT, PIPING, ETC.

SLABS

LAP SPLICES (INCHES) BAR SIZE LOCATION #3 #4 #5 #6 #7 #8 TOP 15 24 36 48 78 96 OTHER 12 19 28 37 60 74 24 32 40 48 70 80 TOP 19 25 31 37 54 62 OTHER

PERMANENT METAL OR TREATED WOOD FORM TO BE LEFT IN PLACE

EQ.

3. DEMOLITION &/OR CUTTING OF CONCRETE FLOOR CONSTRUCTION: PRIOR TO DEMOLITION OR CUTTING OF THE CONCRETE FLOOR SLAB, THE CONTRACTOR SHALL DETERMINE THE LOCATION OF UTILITIES IN THE AREA OF WORK. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONDUCT A SURVEY OF THE AREA FOR LOCATING EXISTING UNDER SLAB (OR IN SLAB) UTILITIES. THE CONTRACTOR SHALL VERIFY LOCATIONS BY CAREFULLY CHIPPING THE SLAB TO EXPOSE THE UTILITY. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR DAMAGE TO ANY UTILITIES ENCOUNTERED DURING THE COURSE OF THE SPECIFIED WORK. SHOULD LOCATIONS OF EXISTING UTILITIES HINDER THE WORK, CONTACT THE ARCHITECT PRIOR TO PROCEEDING.

SLAB BOT. REINF. SEE PLAN

SLAB SUPPT. BARS SEE PLAN OR SECTIONS

EQ.

2. EXISTING UTILITIES: IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE ALL EXISTING UTILITIES PRIOR TO ANY CONSTRUCTION OR FABRICATION. ANY CONFLICTS OR POTENTIAL CONFLICTS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ARCHITECT.

14. REINFORCING DETAILS FOR STRUCTURALLY SUPPORTED CONCRETE: ACI 315 STANDARDS. UNLESS SPECIFICALLY NOTED OR SHOWN ON THE DRAWINGS, BAR LAPS AND CONFIGURATIONS SHALL BE AS FOLLOWS: A. TOP BARS: HOOK AT NON-CONTINUOUS ENDS. LAP 30 DIAS. AT MID-SPAN. FOR CONTINUOUS REINFORCING NOTED ON THE CONSTRUCTION DOCUMENTS AS FULLY CONT., SEE NOTE "F". B. BOTTOM BARS: LAP 6" AT CENTER OF SUPPORT. C. TEMPERATURE BARS IN SLAB AND INTERMEDIATE HORIZONTAL BARS IN WALLS AND BEAMS: TENSION LAP SPLICES, SEE TABLE BELOW. D. SLAB TOP REINFORCING SUPPORT BARS: SLAB TOP REINFORCING BARS LESS THAN 6 FEET IN LENGTH SHALL HAVE 2-#4 CONT. SUPPORT BARS AND SLAB TOP REINFORCING BARS GREATER THAN 6 FEET IN LENGTH SHALL HAVE #4 SUPPORT BARS EQUALLY SPACED AT NO MORE THAN 4'-0" O.C. E. CORNER BARS: PROVIDE CORNER BARS AT EACH OUTSIDE CORNER FOR EACH HORIZONTAL BAR IN WALLS AND BEAMS, CORNER BARS SHALL LAP WITH HORIZONTAL BARS. PROVIDE "U" BARS AT WALL ENDS. LAP #3 TO #6 BARS 30" EACH WAY AND LAP #7 TO #11 BARS 48" EACH WAY. HOOK INSIDE BARS IN WALLS AT ENDS. F. LAP SPLICE TABLE FOR FULLY CONTINUOUS REINFORCING:

SLAB TEMP. REINF. SEE PLAN

4'-0" (N.T.S.)

1. EXISTING CONDITIONS: ALL DIMENSIONS AND CONDITIONS TYING INTO OR GOVERNED BY EXISTING CONSTRUCTION ARE APPROXIMATE AND ARE NOT PURPORTED TO BE CORRECT. ALL SUCH DIMENSIONS AND CONDITIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO THE PREPARATION OF SHOP DRAWINGS. FIRST SUBMITTAL OF SHOP DRAWINGS MUST CONTAIN CORRECT CONDITIONS AND DIMENSIONS OBTAINED FROM THE FIELD. IF CONDITIONS AND DIMENSIONS VARY GREATLY FROM THOSE SHOWN, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT BEFORE PREPARATION OF SHOP DRAWINGS.

SLAB TOP REINF. SEE PLAN OR SECTIONS

SEE SECTIONS

FS1.01

SLAB SUPPT. BARS SEE PLAN OR SECTIONS

1" CLR. SLAB BOT. REINF.

GENERAL NOTES

3/4" CLR. SLAB TOP REINF.

1 1/2" CLR. BM. TOP REINF.

1

14 FS1.01

DETAIL-MOVING WALK BENCH FOUNDATION 3/4" = 1'-0"

NOTE: UNLESS NOTED OTHERWISE: DRAWN BY 1. EXTEND MOVING WALK PLANTER TO TOP OF CONTINUOUS CHECKED BY FOOTING WHERE CIVIL PAVING DOES NOT OCCUR.

15 FS1.01

DETAIL-MOVING WALK PLANTER FOUNDATION 3/4" = 1'-0"

G

03/15/17

PROJECT NO. NOTE: UNLESS NOTED OTHERWISE: 1. EXTEND MOVING WALK BENCH TO TOP OF CONTINUOUS FOOTING WHERE CIVIL PAVING DOES NOT OCCUR.

IN

IN IL E NG INE E R

N14023/14027 RAB HSB

DRAWING TITLE

GENERAL NOTES & TYPICAL DETAILS

SHEET NO.

FS1.01

3' - 0"

1' - 1"

3' - 0"

_-#_ TOP _-#_ BOT.

2' - 0" 1' - 1"

3' - 0"

NOTES: UNLESS NOTED OTHERWISE: 1. ALL PILES THIS PILE CAP PER GENERAL NOTE 9,1/FS1.01 .

NOTES: UNLESS NOTED OTHERWISE: 1. ALL PILES THIS PILE CAP PER GENERAL NOTE 9,1/FS1.01 .

3

DETAIL-3 PILE CAP (3PA(T)) 1/4" = 1'-0"

FS1.02

1' - 1" DEPTH: 1'-2"

5' - 2"

DEPTH: 1'-2"

DEPTH: 1'-2"

FS1.02

1' - 1"

5' - 2"

6' - 8"

2

2' - 0"

1' - 1" 4' - 0"

8' - 6"

1' - 6" 1' - 6"

1' - 10"

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

1' - 10"

TENSION PILE, TYP. SEE 11/FS1.02

1' - 6" 1' - 6"

C.G.

3' - 5"

TENSION PILE, TYP. SEE 11/FS1.02 1' - 6" 1' - 6"

LENGTH SEE SCHEDULE

7-#6 TOP 7-#6 BOT.

C.G.

C.G.

2' - 0"

SMALL ART

6 5- # 6 # 5 RE TH

2' - 0"

1' - 1" SITE FEATURE

4' - 0"

COMMENTS

1' - 1"

SHORT REINFORCEMENT 3-#6 4-#6 7-#6

6' - 2"

LONG REINFORCEMENT 3-#6 4-#6 7-#6

P TO T. O B S AY EW

11"

LENGTH 2' - 0" 3' - 0" 5' - 0"

2' - 9"

WIDTH 2' - 0" 3' - 0" 5' - 0"

1' - 1"

DEPTH 1' - 2" 1' - 2" 1' - 2"

6' - 1"

MARK F1 F2 F3

1' - 10"

2' - 3"

FOOTING SCHEDULE

TENSION PILE, TYP. SEE 11/FS1.02 MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

_-#_ TOP _-#_ BOT.

6-#6 TOP 6-#6 BOT.

NOTES: UNLESS NOTED OTHERWISE: 1. ALL PILES THIS PILE CAP PER GENERAL NOTE 9,1/FS1.01 .

4

DETAIL-4 PILE CAP (4PA(T)) 1/4" = 1'-0"

DETAIL-4 PILE CAP (4PD(T))

FS1.02

1/4" = 1'-0"

MORPHY

8-#7 TOP 15-#9 BOT.

1' - 6" 1' - 6"

SECTION:

3' - 0" 3' - 0"

2' - 6"

6' - 0"

5' - 2"

2' - 6"

11' - 0"

DEPTH: 2'-6"

DEPTH: 1'-2"

DEPTH: 2'-0" NOTES: UNLESS NOTED OTHERWISE: 1. ALL PILES THIS PILE CAP PER GENERAL NOTE 7 OR 8, 1/FS1.01, AT CONTRACTORS OPTION.

NTS

FS1.02

NOTES: UNLESS NOTED OTHERWISE: 1. ALL PILES THIS PILE CAP PER GENERAL NOTE 7 OR 8, 1/FS1.01, AT CONTRACTORS OPTION.

6

DETAIL-4 PILE CAP (4PB(T)) 1/4" = 1'-0"

FS1.02

NOTES: UNLESS NOTED OTHERWISE: 1. ALL PILES THIS PILE CAP PER GENERAL NOTE 9,1/FS1.01 .

7

DETAIL-4 PILE CAP (4PC(T)) 1/4" = 1'-0"

FS1.02

TOP & BOT. REINF. SEE PILE CAP DETAILS

1' - 1" TYP.

DETAIL-5 PILE CAP (5PA(T)) 1/4" = 1'-0"

3"

6' - 0"

4' - 9" 8' - 6"

3' - 0"

3' - 0"

3' - 0"

1' - 6" 10' - 4"

1' - 1"

1' - 6"

1"CLR.

9"

TREATED TIMBER TENSION PILE SEE GEN. NOTES

2-1"ø BOLTS

29' - 3"

DEPTH: 2'-6"

1' - 3" MIN.

DEPTH: 1'-8"

NOTES: UNLESS NOTED OTHERWISE: 1. ALL PILES THIS PILE CAP PER GENERAL NOTE 7 OR 8, 1/FS1.01, AT CONTRACTORS OPTION.

1/4" = 1'-0"

FS1.02

DETAIL-6 PILE CAP (6PT) 1/4" = 1'-0"

11/18/16

REVIEW SET

01/31/17

PRICING SET

03/15/17

PERMIT SET

DATE

REVISION

ISSUED FOR

TREATED TIMBER TENSION PILE, SEE GEN. NOTES

NOTES: UNLESS NOTED OTHERWISE: 1. ALL PILES THIS PILE CAP PER GENERAL NOTE 9,1/FS1.01 .

NOTES: UNLESS NOTED OTHERWISE: 1. ALL PILES THIS PILE CAP PER GENERAL NOTE 7 OR 8, 1/FS1.01, AT CONTRACTORS OPTION.

9

ISSUED FOR

10 FS1.02

DETAIL-14 PILE CAP (14PA(T)) 1/4" = 1'-0"

11 FS1.02

DETAIL-TREATED TIMBER TENSION PILE 1" = 1'-0"

12 FS1.02

DETAIL-TREATED TIMBER TENSION PILE 1" = 1'-0"

THESE PLANS AND SPECIFICATIONS HAVE BEEN PREPARED BY OR UNDER MY PERSONAL SUPERVISION AND, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THEY COMPLY WITH ALL CITY REQUIREMENTS. I AM GENERALLY ADMINISTERING THE WORK. ENGINEER __________________ L OUI S REG. NO. T E OF I

AN

A

A

JONATHAN A. SOFRANKO REG. No. 28228 REGISTERED

PROFESSIONAL ENGINEER

IV

C

C:\Users\ramon\Documents\14187_STRUCTURAL_r16_mmi336.rvt

FS1.02

DETAIL-5 PILE CAP (5PB(T))

SECTION OF 24"ø SONOTUBE FORM

3' - 0"

DEPTH: 2'-6"

8

5"

BAR 3/8"x4"x2'-9"

1' - 1"

6' - 9"

DATE

5" 5"

2"PILE EMBED.

2-#4x AT EA. TENSION PILE. PASS THROUGH 5/8"ø HOLE IN PILE

2 1/2"

1' - 3"

1"ø SMOOTH DOWEL

1' - 3"

1'-8"

4"

7-#9 TOP 7-#9 BOT.

1' - 6" 1' - 6"

3' - 0"

1' - 3"

3"

DEPTH (SEE DETAILS)

3" CLR. 3" 5"

SHOP BEND ONE LEG, FIELD BEND OTHER

9"

2' - 1 1/2" 4' - 3"

18"ø SONOTUBE

3"

1' - 1"

C.G.

2' - 9 1/2" 1' - 3"

1' - 3"

3' - 0"

3/16

3" 2"

2' - 1 1/2"

30-#7 TOP 30-#7 BOT.

TENSION PILE, TYP. SEE 11/FS1.02

1' - 1"

3' - 0"

5' - 2"

1' - 6" 1' - 6"

1' - 3" 3' - 0"

C.G.

1' - 3"

5' - 6"

_-#_ TOP _-#_ BOT.

2' - 1 1/2"

1' - 3"

4' - 3"

6' - 9"

C.G.

TENSION PILE, TYP. SEE 12/FS1.02

_-#_ TOP _-#_ BOT.

_-#_ TOP _-#_ BOT. TENSION PILE, TYP. SEE 12/FS1.02

2' - 1 1/2"

1' - 3"

_-#_ TOP _-#_ BOT.

3"

TOP & BOT. REINF., SEE PILE CAP DETAILS

TYP. EL. SEE PLAN

VARIES

ST

FS1.02

5

FOOTING SCHEDULE AND DETAILS

1' - 1"

1' - 3"

5' - 6"

1

3' - 0"

DEPTH (SEE DETAILS)

1' - 3"

1' - 1"

3' - 0"

1' - 8"

PLAN DETAIL:

NEW ORLEANS, LOUISIANA

1' - 6"

LINEAR PARK

1' - 6"

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

8-#6 TOP 8-#6 BOT.

2' - 8" 5' - 4" 2' - 8"

1' - 3"

SHORT REINF.

C.G.

1' - 1"

2' - 6"

3' - 0"

7' - 6"

8-#7 TOP 15-#9 BOT.

3' - 0"

C.G.

6' - 0"

11' - 0"

C.G.

9-#6 TOP 9-#6 BOT.

FTG. REINF. SEE SCHED.

SEE SCHEDULE

1' - 6" 1' - 6"

5' - 6"

3' - 0"

1' - 3"

TENSION PILE, TYP. SEE 12/FS1.02

CONSULTING ENGINEERS 336 N. Jeff Davis PKWY. New Orleans, La 70119 Phone: (504)488-1317 Fax: (504)488-0924 Job Number: 14187

TENSION PILE, TYP. SEE 11/FS1.02

1' - 1"

2' - 6"

9-#6 TOP 9-#6 BOT.

3" CLR. BOT. 3" CLR. SIDES (TYP.)

INCORPORATED

6-#6 TOP 6-#6 BOT.

DEPTH SEE SCHEDULE

2"CLR. TOP

LONG REINF.

WIDTH SEE SCHEDULE

MAKOFSKY

IN

IN IL E NG INE E R

G

03/15/17

PROJECT NO.

N14023/14027

DRAWN BY

RAB

CHECKED BY

HSB

3/15/2017 2:14:15 PM

DRAWING TITLE

PILE CAP DETAILS AND FOOTING SCHEDULE

SHEET NO.

FS1.02

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

MATCHLINE SEE 2 / FS2.04

MATCHLINE SEE 2 / FS2.03

MORPHY MAKOFSKY PLP33

INCORPORATED

PLP32 PLP31 PLP30 PLP29

F2 -5' - 8"

LA1

PLP28

F2 -5' - 8"

F2 -6' - 1 3/4"

F2 -6' - 1 3/4"

CONSULTING ENGINEERS 336 N. Jeff Davis PKWY. New Orleans, La 70119 Phone: (504)488-1317 Fax: (504)488-0924 Job Number: 14187

F2 -5' - 8"

F2 -6' - 2"

4PC(T) - INDICATES 4 PILE CAP TYPE 4PC(T), WITH TOP OF CAP AT EL. -2'-0". SEE DETAILS FOR PILE CAP -2'-0" SIZE AND REINFORCING.

1/8" = 1'-0"

MATCHLINE SEE 1 / FS2.04

MATCHLINE SEE 1 / FS2.04

FS2.04

ZONE 4A FOUNDATION FRAMING PLANS

N

1

GW3 PLP37

ECB4 WW1 PLP34 PLP33

F2 -5' - 7 1/2"

B8

B7

B10

B9

B12

LINEAR PARK

REVIEW SET

01/31/17

PRICING SET

03/15/17

PERMIT SET

DATE

REVISION

ISSUED FOR

PLP38

4PA(T) -4' - 1"

CLP5 F2 -5' - 2 1/2"

CLP1

F2 -5' - 7 1/2"

11/18/16

CLP6

CLP4

F2 -5' - 6"

ISSUED FOR

F2 -5' - 2 1/2"

CLP3

CLP2

DATE

B14

B13

F2 -5' - 5"

F2 -5' - 6"

B6 F2 -5' - 7 1/2"

3PA(T) -4' - 6"

C:\Users\ramon\Documents\14187_STRUCTURAL_r16_mmi336.rvt

PLP35

SW4

F2 -5' - 8"

F2 -5' - 5"

F2 -5' - 6"

SA1

F3 -5' - 4" THESE PLANS AND SPECIFICATIONS HAVE BEEN PREPARED BY OR UNDER MY PERSONAL SUPERVISION AND, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THEY COMPLY WITH ALL CITY REQUIREMENTS. I AM GENERALLY ADMINISTERING THE WORK.

4PA(T) -4' - 1"

ENGINEER __________________ L OUI S REG. NO. T E OF I

AN

A

ST

A

JONATHAN A. SOFRANKO REG. No. 28228 REGISTERED

SITE FEATURE LEGEND

PROFESSIONAL ENGINEER

C

IV

MATCHLINE SEE 1 / FS2.04

PLAN NOTES: UNLESS NOTED OTHERWISE: 1. - INDICATES AREA OF NO NEW PILES DUE TO EXISTING UTILITIES. 2. F2 - INDICATES FOOTING TYPE F2, WITH BOTTOM OF FOOTING AT EL. -5'-8". SEE SCHEDULE FOR -5'-8" FOOTING SIZE AND REINFORCING. 3.

4PA(T) - INDICATES 4 PILE CAP TYPE 4PA(T), WITH TOP OF CAP AT EL. -4'-1". SEE DETAILS FOR PILE CAP -4'-1" SIZE AND REINFORCING.

2 FS2.04

ZONE 4B FOUNDATION FRAMING PLANS 1/8" = 1'-0"

MATCHLINE SEE 1 / FS2.05A

SYMBOL DESCRIPTION

N

3/15/2017 2:14:25 PM

PLP36

B5

F2 -5' - 8"

F2 -5' - 8"

14PA(T) -4' - 6"

B11

NEW ORLEANS, LOUISIANA

PLAN NOTES: UNLESS NOTED OTHERWISE: 1. - INDICATES AREA OF NO NEW PILES DUE TO EXISTING UTILITIES. 2. F2 - INDICATES FOOTING TYPE F2, WITH BOTTOM OF FOOTING AT EL. -5'-8". SEE SCHEDULE FOR -5'-8" FOOTING SIZE AND REINFORCING. 3.

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

MATCHLINE SEE 2 / FS2.04

MATCHLINE SEE 2 / FS2.03

4PC(T) -2' - 0"

SW

SIGN WALL

GW

GREEN WALL

IN

IN IL E NG INE E R

03/15/17

PROJECT NO.

N14023/14027

DRAWN BY

RAB

SMALL ART

CHECKED BY

HSB

WW

WATER WALL

DRAWING TITLE

PLP

PEDESTRIAN LIGHT POLE

CLP

CATENARY LIGHT POLE

ECB

EMERGENCY CALL BOX

LA

LARGE ART

SA

B MB

G

ZONE 4 FOUNDATION FRAMING PLANS

BENCH MULTIMODAL BENCH SHEET NO.

FS2.04

6.7

5' - 0"±

4.7

5' - 0"±

25' - 0"±

5' - 0"±

MATCHLINE SEE 1 / FS2.05B

4.9

6.1

6

25' - 0"±

30' - 0"±

4.3

30' - 0"±

4

25' - 0"±

30' - 0"±

6.3

5

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

5' - 0"±

3 FS2.05A (E)3PA -1' - 11 1/2"±

(E)3PA -1' - 11 1/2"±

FS2.05A (E)9PA -4' - 10"±

3

(E)6PA -1' - 11 1/2"±

FS2.05A

(E)3PA -1' - 11 1/2"±

(E)3PA -1' - 11 1/2"±

(E)3PA -1' - 11 1/2"±

G.g

(E)4PA -1' - 11 1/2"±

(E)2PA -2' - 11 3/4"±

#5@12" BOT.

#5@12" BOT.

TYP.

7 FS3.01

G.j 8

(E)2PA -4' - 10"±

(E) (E)2PA -4' - 10"±

(E)2PA -4' - 10"±

(E)2PA -4' - 5 5/8"±

(E)2PA -4' - 10"± (E)12PA -4' - 10"±

(E)12PA -4' - 10"±

EL. SEE ARCH.

(E)2PA -4' - 5 5/8"±

#5@8" BOT.

EL. SEE ARCH.

SLOPES

#5 TOP

4' - 6"

(E) 4 10' - 11 7/8"

3 FS2.05B

PLP40

PLP39

B19

B18

PLP41

MW1-16

MW1-17

B17

GW4 F1 -4' - 11 1/2"

CLP7

4PA(T) -3' - 9 1/2"

3PA(T) -3' - 9 1/2" 4PA(T) -3' - 9 1/2"

15' - 1 1/4"

20' - 1 1/4"

15' - 0 9/16"

15' - 1 1/4"

PLP44

SW5

PLP42

F2 -5' - 1"

F2 -5' - 2 1/2"

F1 -4' - 11 1/2"

PLP43

F1 -4' - 11 1/2"

F1 -4' - 11 1/2"

B16

MW1-10

MW1-11

MW1-12

MW1-13

MW1-14

MW1-15

15' - 0"

15' - 0"

15' - 0"

15' - 0"

15' - 0"

15' - 0"

15' - 0"

MW1-18

FS2.05B

2' - 0"

4' - 0 1/8"

15' - 0" 3' - 2 1/8"

F1 -5' - 0"

MW1-A 7 3/8"

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E) (E)

#5@12" BOT.

@12"

13' - 7 1/8"

(E)

(E)2PA -4' - 10"±

10' - 10" 2' - 4 5/8"

(E)12PA -4' - 10"±

EL. -2' - 10 7/8"

(E)2PA -4' - 10"±

G.k MW1-B

FS3.01

PLP38

(E)2PA -4' - 2 5/8"±

(E)2PA -4' - 2 5/8"±

4 1/2"

(E)3PA -4' - 10"±

EL. -2' - 10 7/8"

(E)2PA -4' - 5 5/8"±

(E) #5@12" BOT.

(E)2PA -4' - 2 5/8"±

1' - 3 1/2"±

FS2.05A

8.194

(E)12PA -4' - 10"±

1' - 3"±

2

(E)12PA -4' - 10"±

NEW ORLEANS, LOUISIANA

(E)

(E)

LINEAR PARK

(E)

(E)

(E)

(E)

(E)

(E) 13' - 9"±

FS2.05A

CONSULTING ENGINEERS 336 N. Jeff Davis PKWY. New Orleans, La 70119 Phone: (504)488-1317 Fax: (504)488-0924 Job Number: 14187

(E)

(E)

(E)

(E)

(E)

4

TYP. #5@12" BOT.

(E)2PA -2' - 11 3/4"±

(E)2PA -2' - 11 3/4"±

35' - 0"±

(E)2PA -4' - 10"±

(E)2PA -4' - 10"±

(E)2PA -2' - 11 3/4"±

(E)2PA -4' - 10"±

#5 @12" TOP

(E)2PA -2' - 11 3/4"±

(E)2PA -2' - 11 3/4"±

INCORPORATED

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

(E)2PA -4' - 10"±

5 TYP. FS2.05A

11' - 6"±

MATCHLINE SEE 2 / FS2.04

MAKOFSKY

(E)2PA -4' - 10"±

(E)2PA -4' - 10"±

MORPHY

#5@12" BOT.

#5 @12" TOP

(E)2PA -4' - 10"±

(E)5PA -1' - 11 1/2"±

(E)2PA -2' - 11 3/4"±

(E)6PA -1' - 11 1/2"±

FS2.05A

8' - 6"±

#5@12" BOT.

#5 @12" TOP 2

7' - 6"±

(E)9PA -1' - 11 1/2"±

3

30' - 0"±

3.3

G.c

30' - 0"±

3.7

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

7

6.9

CLP6 F2 -5' - 0"

MATCHLINE SEE 2 / FS2.04

PLAN NOTES: UNLESS NOTED OTHERWISE: 1. TOP OF SLAB EL. VARIES, SEE CIVIL. 2. - INDICATES AREA OF 6" CONCRETE SLAB, SEE PLAN FOR MAIN REINF. PROVIDE #4@12" TEMPERATURE REINFORCING ON TOP OF AND PERPENDICULAR TO MAIN BOTTOM REINFORCING. REFER TO SECTIONS AND DETAILS FOR ADDITIONAL REINFORCING NOT CALLED OUT ON PLAN. 3. - INDICATES AREA OF 8" CONCRETE SLAB, SEE PLAN FOR MAIN REINF. PROVIDE #4@12" TEMPERATURE REINFORCING ON TOP OF AND PERPENDICULAR TO MAIN BOTTOM REINFORCING. REFER TO SECTIONS AND DETAILS FOR ADDITIONAL REINFORCING NOT CALLED OUT ON PLAN. 4. (N) - INDICATES NEW CONSTRUCTION. 5. (E) - INDICATES EXISTING CONSTRUCTION. 6. - INDICATES SINGLE PILE. SEE GENERAL NOTE #S 7 & 8. 7. - INDICATES EXISTING SINGLE PILE. 8. - INDICATES FOOTING TYPE F1, WITH BOTTOM OF FOOTING AT EL. -4'-11 1/2". SEE SCHEDULE FOR F1 -4'-1 1/2" FOOTING SIZE AND REINFORCING. 9. 3PA(T) - INDICATES 3 PILE CAP TYPE 3PA(T), WITH TOP OF CAP AT EL. -3'-9 1/2". SEE DETAILS FOR PILE CAP -3'-9 1/2" SIZE AND REINFORCING. 10. (E)2PA - INDICATES EXISTING 2 PILE CAP, WITH TOP OF EXISTING CAP AT EL. -4'-5 5/8"±. -4'-5 5/8"± 11. - INDICATES AREA OF NO NEW PILES DUE TO EXISTING UTILITIES.

FS2.05A

ZONE 5A FOUNDATION FRAMING PLANS 1/8" = 1'-0"

SITE FEATURE LEGEND SYMBOL DESCRIPTION

NOTE: UNLESS NOTED OTHERWISE: ASSUME ALL PILES THIS PLAN ARE SEGMENTED PIPE PILES.

N

1

2' - 0" PAVERS, SEE ARCH.

1' - 0"

SLAB REINF., SEE PLAN

SLOPES

SLAB REINF., SEE PLAN

GREEN WALL

LA

LARGE ART

SA

SMALL ART

WW

WATER WALL

PLP

PEDESTRIAN LIGHT POLE

CLP

CATENARY LIGHT POLE

ECB

EMERGENCY CALL BOX

MB

PERMIT SET

DATE

REVISION

ISSUED FOR

THESE PLANS AND SPECIFICATIONS HAVE BEEN PREPARED BY OR UNDER MY PERSONAL SUPERVISION AND, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THEY COMPLY WITH ALL CITY REQUIREMENTS. I AM GENERALLY ADMINISTERING THE WORK. ENGINEER __________________ L OUI S REG. NO. T E OF I

AN

ST

A

REG. No. 28228 REGISTERED

PROFESSIONAL ENGINEER 6-#7 VERT. #3 @12" O.C.

2' - 0"

FIELD DETERMINE

POUR GRADE BEAM DOWN TO TOP OF EXIST. PILE CAP

1' - 4"± 2"±

IV

IN

IN IL E NG INE E R

G

03/15/17

PROJECT NO.

N14023/14027

DRAWN BY

RAB

CHECKED BY

HSB

DRAWING TITLE

1' - 6"± EXIST. PILE SEE PLAN 3/15/2017 2:14:26 PM

03/15/17

JONATHAN A. SOFRANKO

EL. VARIES SEE PLAN

EXIST. PILE SEE PLAN

EXIST. PILE CAP, SEE PLAN

3/4" = 1'-0"

PRICING SET

A

2' - 0"

24"ø SONOTUBE

FIELD DTERMINE

5-#9 TOP & BOT. #3 @12"

3-#8 TOP & BOT. #3 @7 1/2"

24"ø SONOTUBE SEE 6/FS2.05A

FS2.05A

01/31/17

NEW GRADE BEAM & SLAB SEE PLAN SECTIONS

VARIES FIELD DETERMINE

EXIST. CONC. SLAB & BM.

2"±

SECTION

REVIEW SET

MULTIMODAL BENCH

2' - 6"

1' - 8"

EXTEND EXIST. DWL. INTO NEW SLAB

2' - 0"±

2

11/18/16

BENCH

(N)8" OR 6" SLAB SEE PLAN

SLOPES

GW

B

PAVERS, SEE ARCH.

1' - 0"

SIGN WALL

ISSUED FOR

6"

1' - 8"±

6"±

EL. -0' - 3 1/2" ±

1' - 2"±

EXTEND EXIST. DWL. INTO NEW SLAB. BEND AS SHOWN.

4' - 4"±

4' - 10"±

EXIST. CONC. SLAB & BM.

SLOPES

1' - 0"

SW

DATE

C

C:\Users\ramon\Documents\14187_STRUCTURAL_r16_mmi336.rvt

6"±

EL. 0' - 0" ±

(N)6" OR 8" SLAB SEE PLAN

SLAB REINF. SEE PLAN

SLAB REINF., SEE PLAN

1' - 0"

2' - 0" (N)6" OR 8" SLAB SEE PLAN

PAVERS, SEE ARCH.

VARIES FIELD DETERMINE

EL. VARIES

PAVERS, SEE ARCH.

MATCHLINE SEE 1 / FS2.05B

F2 -5' - 2 1/2"

3 FS2.05A

SECTION 3/4" = 1'-0"

4 FS2.05A

SECTION 3/4" = 1'-0"

5 FS2.05A

SECTION 3/4" = 1'-0"

6 FS2.05A

SECTION-NEW GRADE BEAM AT EXISTING PILE 3/4" = 1'-0"

ZONE 5 FOUNDATION FRAMING PLANS

SHEET NO.

FS2.05A

8.7

5' - 0"±

7.7

7.1

5" CANOPY POST, BASE PL., ETC., SEE ARCH.

PAVERS SEE ARCH.

25' - 0"±

SLOPES

5' - 0"±

4"

G.c

1' - 8"

FS2.05A G.g

3 FS2.05A

1' - 0"

(E)2PA -4' - 10"±

(E)5PA -1' - 11 1/2"±

2

EL. -3' - 2" (E)2PA -4' - 10"±

(E)2PA -4' - 10"±

#5@12 BOT.

4

TYP.

4' - 2 1/2"±

(E)2PA -2' - 11 3/4"±

(E)2PA -2' - 11 3/4"±

(E)2PA -2' - 11 3/4"±

(E)2PA -2' - 11 3/4"±

#5@12" BOT.

#5 @12" TOP

(E)

(E)

(E)

(E)

(E)

(E)

EL. -3' - 2"

FS3.01

(E)2PA -4' - 10"±

(E)2PA -4' - 10"±

EL. -3' - 2"

G.k

(E)

2

PLP48

ECB5 PLP47 B21

F1 -4' - 11 1/2"

PLP44

B20

GW4

MW1-10

14' - 2 1/8"

F1 -4' - 11 1/2" 15' - 0"

15' - 0"

15' - 0"

8"

1 7/8"

PLP49

GW5 F2 -3' - 11 3/4"

B23

B22

F2 -4' - 10"

F1 -4' - 10"

4PA(T) -3' - 0 3/4"

15' - 0"

15' - 0"

15' - 0"

MW1-1

MW1-2

MW1-3

MW1-4

MW1-5

MW1-6

MW1-7

MW1-8

MW1-9

PLP46

PLP45

15' - 0"

15' - 0"

15' - 0"

4PA(T) -3' - 9 1/2"

F1 -4' - 11 1/2"

3/4" = 1'-0"

SW6 F2 -4' - 11 1/2"

EXIST. PILE SEE PLAN

SECTION

FS2.05B

4 FS2.05B

2' - 0"

MW1-A (E)2PA -4' - 10"±

EL. SEE ARCH.

MW1-B 13' - 7 1/8"

(E)

(E)

(E)

CONSULTING ENGINEERS 336 N. Jeff Davis PKWY. New Orleans, La 70119 Phone: (504)488-1317 Fax: (504)488-0924 Job Number: 14187

1' - 0"

7 3/8"

(E)

(E)

(E)

1' - 6"

(E)

(E)

(E)

2' - 4 5/8"

4 1/2"

@12" (E)

SLOPES

EL. SEE ARCH.

#5@8" BOT. #5 TOP

(E)

(E)12PA -4' - 10"±

(E)12PA -4' - 10"±

(E)2PA -4' - 10"±

#5@12" BOT.

1' - 3 1/2"± 10' - 10"

4 1/2"

MW1-10

(E)2PA -3' - 11 5/8"±

FS2.05B

(E) (E)

(E)12PA -4' - 10"±

2

10' - 9 1/2"±

EL. -3' - 2"

7

TYP.

(E)2PA -4' - 10"±

(E)2PA -3' - 11 5/8"±

(E)2PA -3' - 11 5/8"±

1'-3" MIN.

G.j 9' - 6 1/2"

(E)2PA -4' - 10"±

1' - 0"

1' - 3"±

#5@12" BOT.

24"Wx20"D GRADE BEAM, SEE 4/FS2.05A FOR REINF., SEE PLAN FOR LOCATIONS

FS3.01

(E)

(E)12PA -4' - 10"±

MAKOFSKY INCORPORATED

8

#5@12" BOT.

(E)

(E)

MORPHY

(E)4PA -4' - 10"±

FS2.05A (E)

11' - 6"±

FS2.05A

1' - 0" 2' - 0"

24' - 2 1/2"±

FS2.05A

GRADE BEAM REINF. SEE 4/FS2.05A - TYP.

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

(E)2PA -2' - 11 3/4"±

(E)5PA -1' - 11 1/2"±

EL. -3' - 2"

MATCHLINE SEE 1 / FS2.06

5

24"Wx18"D GRADE BEAM SEE 4/FS2.05A FOR REINF.

8' - 6"±

#5 @12" TOP TYP.

(E)2PA -4' - 10"±

#5@12" BOT.

EL. -1' - 6"

7' - 6"±

2 (E)3PA -1' - 11 1/2"±

6"

FS2.05A

SLOPES

SLAB REINF. SEE PLAN

6"

(E)8PA -1' - 11 1/2"±

3 (E)6PA -1' - 11 1/2"±

(E)9PA -4' - 10"±

1' - 2"

5' - 0"±

1' - 3"

10' - 0"±

5' - 0"±

25' - 0"±

MATCHLINE SEE 1 / FS2.05A

6.9

1' - 3 1/2"

30' - 0"±

7.3

7

11' - 2 1/2" (N.T.S.)

CLP8

CLP9

3PA(T) -3' - 0"

F2 -4' - 10"

F1 -4' - 10" 4PA(T) -3' - 0 3/4"

4PA(T) -3' - 9 1/2"

LINEAR PARK

7.9

2' - 4 5/8"

15' - 0"±

8.1

8

7 3/8"

NEW ORLEANS, LOUISIANA

7.4

8"

15' - 0"±

G.k

MW1-B

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

8.3

MW1-A

15' - 0"±

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

7.5

DATE

ISSUED FOR

01/31/17

PRICING SET

03/15/17

PERMIT SET

DATE

REVISION

SITE FEATURE LEGEND SYMBOL DESCRIPTION

NOTE: UNLESS NOTED OTHERWISE: ASSUME ALL PILES THIS PLAN ARE SEGMENTED PIPE PILES.

9. 3PA(T) - INDICATES 3 PILE CAP TYPE 3PA(T), WITH TOP OF CAP AT EL. -3'-0". SEE DETAILS FOR PILE CAP -3'-0" SIZE AND REINFORCING. 10. (E)2PA - INDICATES EXISTING 2 PILE CAP, WITH TOP OF EXISTING CAP AT EL. -4'-5 5/8"±. -4'-5 5/8"± 11. - INDICATES AREA OF NO NEW PILES DUE TO EXISTING UTILITIES.

SW

SIGN WALL

GW

GREEN WALL

LA

LARGE ART

SA

SMALL ART

WW

WATER WALL

PLP

PEDESTRIAN LIGHT POLE

CLP

CATENARY LIGHT POLE

ECB

EMERGENCY CALL BOX

B MB

MULTIMODAL BENCH

1/8" = 1'-0" MW1-A 5" CANOPY POST, BASE PL., ETC., SEE ARCH.

G.k 4' - 7"

SLOPES

4"

1' - 3"

PAVERS, SEE ARCH.

SLAB REINF., SEE PLAN SLOPES

SLAB REINF., PLAN

4"

SLOPES

GRADE BM. REINF. SEE 4/FS2.05A - TYP.

24"Wx18"D GRADE BEAM, SEE 4/FS2.05A FOR REINF.

POUR GRADE BEAM DOWN TO TOP OF EXIST. PILE CAP

THESE PLANS AND SPECIFICATIONS HAVE BEEN PREPARED BY OR UNDER MY PERSONAL SUPERVISION AND, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THEY COMPLY WITH ALL CITY REQUIREMENTS. I AM GENERALLY ADMINISTERING THE WORK. ENGINEER __________________ L OUI S REG. NO. T E OF I

AN

A

ST

1' - 8"

6"

MAINTAIN FULL DEPTH OF SLAB AT CABLE TRAY

JONATHAN A. SOFRANKO REG. No. 28228 REGISTERED

EL. VARIES -4'-10" MIN. -3'-11 5/8" MAX

2' - 0"

VARIES FIELD DETERMINE

EL. VARIES -4'-10" MIN. -4'-5 5/8" MAX

1' - 2"

1' - 6" VARIES (NOTIFY ENGINEER IF LESS THAN 1'-6")

6" 1' - 2"

GRADE BM. REINF. SEE 4/FS2.05A

FIELD DETERMINE

7 EQ. RISERS @3 5/8" = 2'-1 3/8"

1' - 0"

A

1' - 8"

4 1/2"

1' - 10"

PROFESSIONAL ENGINEER

IV

C

2' - 0"

1' - 3 1/2"

6"

6"

C:\Users\ramon\Documents\14187_STRUCTURAL_r16_mmi336.rvt

10' - 10"

SLOPES

SLOPES

GRADE BM. REINF. SEE 4/FS2.05A

2' - 4 5/8"

SLAB REINF. SEE PLAN

6"

EL. -2' - 10 7/8"

7 3/8"

G.k

3 1/2" MAX

EL. -0' - 9 1/2"

1' - 3"

8"

MW1-B

PAVERS, SEE ARCH.

6 EQ. TREADS @12" = 6'-0"

VARIES

1' - 5"

ISSUED FOR

BENCH

VARIES FIELD DETERMINE

FS2.05B

ZONE 5B FOUNDATION FRAMING PLANS

N

1

MATCHLINE SEE 1 / FS2.06

MATCHLINE SEE 1 / FS2.05A

PLAN NOTES: UNLESS NOTED OTHERWISE: 1. TOP OF SLAB EL. VARIES, SEE CIVIL. 2. - INDICATES AREA OF 6" CONCRETE SLAB, SEE PLAN FOR MAIN REINF. PROVIDE #4@12" TEMPERATURE REINFORCING ON TOP OF AND PERPENDICULAR TO MAIN BOTTOM REINFORCING. REFER TO SECTIONS AND DETAILS FOR ADDITIONAL REINFORCING NOT CALLED OUT ON PLAN. 3. - INDICATES AREA OF 8" CONCRETE SLAB, SEE PLAN FOR MAIN REINF. PROVIDE #4@12" TEMPERATURE REINFORCING ON TOP OF AND PERPENDICULAR TO MAIN BOTTOM REINFORCING. REFER TO SECTIONS AND DETAILS FOR ADDITIONAL REINFORCING NOT CALLED OUT ON PLAN. 4. (N) - INDICATES NEW CONSTRUCTION. 5. (E) - INDICATES EXISTING CONSTRUCTION. 6. - INDICATES SINGLE PILE. SEE GENERAL NOTE #S 7 & 8. 7. - INDICATES EXISTING SINGLE PILE. F1 8. - INDICATES FOOTING TYPE F1, WITH BOTTOM OF FOOTING AT EL. -4'-11 1/2". SEE SCHEDULE FOR -4'-1 1/2" FOOTING SIZE AND REINFORCING.

IN

IN IL E NG INE E R

G

03/15/17 24"ø SONOTUBE SEE 6/FS2.05A

24"ø SONOTUBE SEE 6/FS2.05A

PROJECT NO.

N14023/14027

DRAWN BY

RAB

CHECKED BY

HSB

DRAWING TITLE

3/15/2017 2:14:28 PM

EXIST. PILE CAP, SEE PLAN

1' - 0" EXIST. PILE SEE PLAN

3 FS2.05B

SECTION 3/4" = 1'-0"

EXIST. PILE CAP SEE PLAN

EXIST. PILE SEE PLAN

1' - 0"

1' - 0" 2' - 0"

1' - 0" 2' - 0"

4 FS2.05B

ZONE 5 FOUNDATION FRAMING PLANS

SECTION 3/4" = 1'-0"

SHEET NO.

FS2.05B

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

MATCHLINE SEE 2 / FS2.06 MATCHLINE SEE 1 / FS2.05B

PLP52 SW7

B25

B24 F2 -3' - 4 3/4"

CLP11 3PA(T) -3' - 0"

CLP13 3PA(T) -1' - 2 3/8"

F3 -1' - 2"

F2 -3' - 4 3/4"

CONSULTING ENGINEERS 336 N. Jeff Davis PKWY. New Orleans, La 70119 Phone: (504)488-1317 Fax: (504)488-0924 Job Number: 14187

SA2

MATCHLINE SEE 2 / FS2.06

MATCHLINE SEE 1 / FS2.05B

F2 -3' - 11 3/4"

INCORPORATED

F2 -1' - 2"

F2 -1' - 2"

F2 -1' - 2"

4PC(T) -2' - 0"

CLP10

MAKOFSKY

CLP12

PLAN NOTES: UNLESS NOTED OTHERWISE: 1. - INDICATES AREA OF NO NEW PILES DUE TO EXISTING UTILITIES. 2. F2 - INDICATES FOOTING TYPE F2, WITH BOTTOM OF FOOTING AT EL. -3'-4 3/4". SEE SCHEDULE FOR -3'-4 3/4" FOOTING SIZE AND REINFORCING. 3.

4PC(T) - INDICATES 4 PILE CAP TYPE 4PC(T), WITH TOP OF CAP AT EL. -2'-0". SEE DETAILS FOR PILE CAP -2'-0" SIZE AND REINFORCING.

ZONE 6A FOUNDATION FRAMING PLANS 1/8" = 1'-0"

MATCHLINE SEE 1 / FS2.07

MATCHLINE SEE 1 / FS2.06

FS2.06

N

1

NEW ORLEANS, LOUISIANA

PLP49 SW6

MORPHY

CLP14

LA2

LINEAR PARK

PLP50 F2 -3' - 11 3/4"

F2 -2' - 6 1/2"

PLP51

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

F2 -2' - 8"

DATE

ISSUED FOR

11/18/16

REVIEW SET

01/31/17

PRICING SET

03/15/17

PERMIT SET

DATE

REVISION

B35 B34 B33

ISSUED FOR

B32 B31 B30 B29 B28

ECB6 F2 -1' - 2"

PLP54

F2 -2' - 11 1/2"

B27

PLP55 B26

GW6

PLP53 F2 -3' - 3 1/4"

F2 -2' - 10 3/4"

4PD(T) -2' - 2 1/4" CLP16

CLP15 CLP14

SA3 THESE PLANS AND SPECIFICATIONS HAVE BEEN PREPARED BY OR UNDER MY PERSONAL SUPERVISION AND, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THEY COMPLY WITH ALL CITY REQUIREMENTS. I AM GENERALLY ADMINISTERING THE WORK. ENGINEER __________________ L OUI S REG. NO. T E OF I

AN

A

ST

A

JONATHAN A. SOFRANKO REG. No. 28228 REGISTERED

SITE FEATURE LEGEND

PROFESSIONAL ENGINEER

IV

PLAN NOTES: UNLESS NOTED OTHERWISE: 1. - INDICATES AREA OF NO NEW PILES DUE TO EXISTING UTILITIES. 2. F2 - INDICATES FOOTING TYPE F2, WITH BOTTOM OF FOOTING AT EL. -3'-3 1/4". SEE SCHEDULE FOR -3'-3 1/4" FOOTING SIZE AND REINFORCING. 4PD(T) 3. - INDICATES 4 PILE CAP TYPE 4PC(T), WITH TOP OF CAP AT EL. -2'-0 3/4". SEE DETAILS FOR PILE CAP -2'-0 3/4" SIZE AND REINFORCING.

2 FS2.06

ZONE 6B FOUNDATION FRAMING PLANS 1/8" = 1'-0"

MATCHLINE SEE 1 / FS2.07

MATCHLINE SEE 1 / FS2.06

SYMBOL DESCRIPTION

N

3/15/2017 2:14:30 PM

F3 -1' - 2"

F2 -1' - 2"

SW

SIGN WALL

GW

GREEN WALL

C

C:\Users\ramon\Documents\14187_STRUCTURAL_r16_mmi336.rvt

F2 -1' - 2"

F2 -1' - 2"

4PD(T) -2' - 0 3/4"

IN

IN IL E NG INE E R

03/15/17

PROJECT NO.

N14023/14027

DRAWN BY

RAB

SMALL ART

CHECKED BY

HSB

WW

WATER WALL

DRAWING TITLE

PLP

PEDESTRIAN LIGHT POLE

CLP

CATENARY LIGHT POLE

ECB

EMERGENCY CALL BOX

LA

LARGE ART

SA

B MB

G

ZONE 6 FOUNDATION FRAMING PLANS

BENCH MULTIMODAL BENCH SHEET NO.

FS2.06

MW2-11

MATCHLINE SEE 2 / FS2.06

MW2-12 MW2-13 MW2-14 MW2-15 MW2-16

/16" 1' - 5 1 5

15' - 0"

15' - 0"

15' - 0"

15' - 0"

15' - 0"

15' - 0"

15' - 0" /16" 12' - 8 3 /16" 2' - 3 1 3

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MW2-10

15' - 0"

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

MW2-9

MATCHLINE SEE 2 / FS2.07

M2-8

LA3 1 FS3.01 1' - 6 "

8" 8"

SLOPES

1' - 3 "

NOTE: UNLESS NOTED OTHERWISE: ASSUME ALL PILES THIS PLAN ARE TREATED TIMBER PILES.

MATCHLINE SEE 1 / FS2.08

N

ZONE 7A FOUNDATION FRAMING PLANS

MATCHLINE SEE 2 / FS2.07

MATCHLINE SEE 2 / FS2.06

5. 4PC(T) - INDICATES 4 PILE CAP TYPE 4PC(T), WITH TOP OF CAP AT EL. -2'-0". SEE DETAILS FOR PILE CAP -2'-0" SIZE AND REINFORCING. 6. - INDICATES AREA OF NO NEW PILES DUE TO EXISTING UTILITIES.

1/8" = 1'-0"

CONSULTING ENGINEERS 336 N. Jeff Davis PKWY. New Orleans, La 70119 Phone: (504)488-1317 Fax: (504)488-0924 Job Number: 14187

1' - 3 "

2' - 6 "

PLAN NOTES: UNLESS NOTED OTHERWISE: 1. TOP OF SLAB EL. VARIES, SEE PLAN. 2. 5" CONCRETE SLAB THROUGHOUT, SEE PLAN DETAIL AND SECTIONS FOR REINFORCING. 3. - INDICATES SINGLE PILE. SEE GENERAL NOTES 7 & 8. 4. F2 - INDICATES FOOTING TYPE F2, WITH BOTTOM OF FOOTING AT EL. -5'-8". SEE SCHEDULE FOR FOOTING SIZE AND REINFORCING. -5'-8"

FS2.07

INCORPORATED

8"

1' - 3 "

10 1/2"

M2-A

1

1' - 3 "

B34

MORPHY MAKOFSKY

2' - 3 "

12' - 0"

4PC(T) -2' - 0"

B35

10 1/2"

3PA(T) -1' - 8 3/8"

1' - 8 "

M2-B

B36

PLP59

F2 -2' - 5 5/8" PLP58 F2 -2' - 5 5/8"

PLP57 M3-12

"

8' - 6"

6' - 6"

DATE

ISSUED FOR

11/18/16

REVIEW SET

01/31/17

PRICING SET

03/15/17

PERMIT SET

DATE

REVISION

1' - 6 "

MATCHLINE SEE 1 / FS2.07

5' - 1 1/2

15' - 0"

SLOPES

MW3-A 8"

10 1/2"

F2 -1' - 2"

/2" 9' - 10 1

15' - 0"

8"

10 1/2"

8"

1' - 3 "

12' - 0"

2' - 3 "

4' - 9 "

11' - 3"

ISSUED FOR

3' - 9"

1 FS3.01

8"

10 1/2"

4' - 6 "

4' - 0 "

1' - 3 "

1' - 3 "

M2-A 8"

"

3"

1' - 6 1/2

3' - 0 "

/2" 1' - 1 1 1

SLOPES

ECB7

M2-B

8"

1' - 3 "

15' - 0"

4PD(T) -1' - 7 3/4"

15' - 0" /16" 2' - 3 1 3 " ' - 8 3/16

15' - 0"

1' - 6 "

15' - 0"

1' - 3 "

M2-8

15' - 0"

1' - 6 "

MW2-7

/16" 3' - 10 3

15' - 0"

12' - 0"

MW2-6

MW3-B

15' - 0"

10 1/2"

MW2-5

SW9

3/16" 11' - 1 1

F2 -2' - 9 3/4"

M3-11

8"

MW2-4

15' - 0"

6"

8"

MW2-3

3' - 0 3/1

15' - 0"

12

M3-10

1' - 0 "

MW2-2

F2 -2' - 5 5/8"

PLP56

MW2-1

/16" 1' - 5 1 5

MW3-9

MW3-8

NEW ORLEANS, LOUISIANA

B37

LINEAR PARK

B38

6"

B39

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

SW8

1

ENGINEER __________________ L OUI S REG. NO. T E OF I

AN

A

ST

A

JONATHAN A. SOFRANKO REG. No. 28228 REGISTERED

PROFESSIONAL ENGINEER

SITE FEATURE LEGEND

PLAN NOTES: UNLESS NOTED OTHERWISE: 1. TOP OF SLAB EL. VARIES, SEE PLAN. 2. 5" CONCRETE SLAB THROUGHOUT, SEE PLAN DETAIL AND SECTIONS FOR REINFORCING. 3. - INDICATES SINGLE PILE. SEE GENERAL NOTES 7 & 8. 4. F2 - INDICATES FOOTING TYPE F2, WITH BOTTOM OF FOOTING AT EL. -2'-9 3/4". SEE SCHEDULE FOR -2'-9 3/4" FOOTING SIZE AND REINFORCING. 5. 4PD(T) - INDICATES 4 PILE CAP TYPE 4PC(T), WITH TOP OF CAP AT EL. -1'-7 3/4". SEE DETAILS FOR PILE CAP -1'-7 3/4" SIZE AND REINFORCING. 6. - INDICATES AREA OF NO NEW PILES DUE TO EXISTING UTILITIES.

2 FS2.07

ZONE 7B FOUNDATION FRAMING PLANS 1/8" = 1'-0"

NOTE: UNLESS NOTED OTHERWISE: ASSUME ALL PILES THIS PLAN ARE TREATED TIMBER PILES.

SW

SIGN WALL

GW

GREEN WALL

LA

LARGE ART

SA

SMALL ART

WW

WATER WALL

PLP

PEDESTRIAN LIGHT POLE

CLP

CATENARY LIGHT POLE

ECB

EMERGENCY CALL BOX

B MB

IV

MATCHLINE SEE 1 / FS2.08

MATCHLINE SEE 1 / FS2.07

SYMBOL DESCRIPTION

N

3/15/2017 2:14:33 PM

THESE PLANS AND SPECIFICATIONS HAVE BEEN PREPARED BY OR UNDER MY PERSONAL SUPERVISION AND, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THEY COMPLY WITH ALL CITY REQUIREMENTS. I AM GENERALLY ADMINISTERING THE WORK.

C

C:\Users\ramon\Documents\14187_STRUCTURAL_r16_mmi336.rvt

FS3.01

G

03/15/17

PROJECT NO.

N14023/14027

DRAWN BY

RAB

CHECKED BY

HSB

DRAWING TITLE

ZONE 7 FOUNDATION FRAMING PLANS

BENCH MULTIMODAL BENCH

IN

IN IL E NG INE E R

SHEET NO.

FS2.07

MW4-10

15' - 0"

PLP64

ECB8

F2 -1' - 2"

MW3-B

S SLOPE

EL. SEE ARCH.

8"

12' - 0"

6PB(T) -1' - 8 1/2"

MW4-A 8"

6PB(T) -1' - 8 1/2"

8"

9"

1' - 3 "

10 1/2"

SLOPES

10 1/2"

8"

EL. SEE ARCH. EL. SEE ARCH.

MM-H

10 1/2"

PLP59

12' - 0"

8"

F2 -2' - 5 5/8"

EL. SEE ARCH.

MW4-B 8"

F2 -2' - 5 3/4"

10 1/2"

F2 -2' - 5 5/8"

F2 -2' - 5 3/4"

8"

PLP63

F2 -2' - 5 5/8"

F2 -2' - 3 7/8"

1/16" 11' - 3 1 6" 3' - 8 5/1

PLP62

PLP61

PLP60

15' - 0"

1/16" 10' - 5 1

6" 4' - 6 5/1

MW4-8

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MW4-9

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

MATCHLINE SEE 2 / FS2.08

MATCHLINE SEE 2 / FS2.07

MM-3 MM-4

1 FS3.01 MW3-A

MORPHY

8"

1' - 3 "

MAKOFSKY

1

9"

3/16" 12' - 7 1 2' - 4 3/1

6"

INCORPORATED

FS3.01

15' - 0"

1' - 6 3/1

CONSULTING ENGINEERS 336 N. Jeff Davis PKWY. New Orleans, La 70119 Phone: (504)488-1317 Fax: (504)488-0924 Job Number: 14187

6"

MW3-1

15' - 0" MW3-2

15' - 0" MW3-3

15' - 0" MW3-4

15' - 0" MW3-5

15' - 0" MW3-6

15' - 0" MW3-7

NOTE: UNLESS NOTED OTHERWISE: ASSUME ALL PILES THIS PLAN ARE TREATED TIMBER PILES.

5. 6PB(T) - INDICATES 6 PILE CAP TYPE 6PB(T), WITH TOP OF CAP AT EL. -2'-7 3/4". SEE DETAILS FOR PILE CAP -2'-7 3/4" SIZE AND REINFORCING. MM-2 6. - INDICATES AREA OF NO NEW PILES DUE TO EXISTING UTILITIES.

ZONE 8A FOUNDATION FRAMING PLANS

MATCHLINE SEE 1 / FS2.08

FS2.08

PLP70 MW4-1 MW4-2 MW4-3 MW4-4

MW4-6

8"

3' - 8 5/1

SLOPES

F2 -2' - 4 1/4"

6"

11/18/16

REVIEW SET

01/31/17

PRICING SET

03/15/17

PERMIT SET

DATE

REVISION

F2 -2' - 5 1/4" ISSUED FOR

10 1/2"

EL. SEE ARCH.

1/16" 11' - 3 1

EL. SEE ARCH.

ISSUED FOR

12' - 0"

PLP65

F2 -2' - 4 1/4"

DATE

10 1/2"

3' - 3"

6' - 0"

F2 -2' - 4 3/4"

1' - 9 "

15' - 0"

11' - 9"

9' - 0"

/16" 4' - 5 1 1 PLP67

MW4-B

1' - 0 "

MW4-9

15' - 0"

15' - 0"

PLP66

/16" 10' - 6 5

F2 -2' - 6 1/4"

F2 -2' - 5 3/4"

PLP68

/16" 11' - 4 5 /16" 3' - 7 1 1

15' - 0"

15' - 0"

15' - 0"

8"

MW4-7

15' - 0"

15' - 0"

PLP69

8"

MW4-5

MW4-8

1/8" = 1'-0"

N

1

MM-1

MATCHLINE SEE 1 / FS2.09

MATCHLINE SEE 2 / FS2.07

PLAN NOTES: UNLESS NOTED OTHERWISE: 1. TOP OF SLAB EL. VARIES, SEE PLAN. 2. 5" CONCRETE SLAB THROUGHOUT, SEE PLAN DETAIL AND SECTIONS FOR REINFORCING. 3. - INDICATES SINGLE PILE. SEE GENERAL NOTES 7 & 8. 4. F2 - INDICATES FOOTING TYPE F2, WITH BOTTOM OF FOOTING AT EL. -2'-5 5/8". SEE SCHEDULE FOR -2'-5 5/8" FOOTING SIZE AND REINFORCING.

MATCHLINE SEE 2 / FS2.08

6PB(T) -2' - 7 3/4"

6PB(T) -2' - 7 3/4"

NEW ORLEANS, LOUISIANA

MM-G

LINEAR PARK

MATCHLINE SEE 1 / FS2.11

MATCHLINE SEE 1 / FS2.11

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

MW3-8

MW4-A 8"

1

THESE PLANS AND SPECIFICATIONS HAVE BEEN PREPARED BY OR UNDER MY PERSONAL SUPERVISION AND, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THEY COMPLY WITH ALL CITY REQUIREMENTS. I AM GENERALLY ADMINISTERING THE WORK.

ADDITIONAL 24"Wx18"Dx12'-6" CROSS GRADE BEAM

ENGINEER __________________ L OUI S REG. NO. T E OF I

AN

A

ST

A

JONATHAN A. SOFRANKO REG. No. 28228

SITE FEATURE LEGEND

REGISTERED

PROFESSIONAL ENGINEER

SYMBOL DESCRIPTION

IV

C

MATCHLINE SEE 1 / FS2.08

PLAN NOTES: UNLESS NOTED OTHERWISE: 1. TOP OF SLAB EL. VARIES, SEE PLAN. 2. 5" CONCRETE SLAB THROUGHOUT, SEE PLAN DETAIL AND SECTIONS FOR REINFORCING. 3. - INDICATES SINGLE PILE. SEE GENERAL NOTES 7 & 8. 4. F2 - INDICATES FOOTING TYPE F2, WITH BOTTOM OF FOOTING AT EL. -2'-5 3/4". SEE SCHEDULE FOR -2'-5 3/4" FOOTING SIZE AND REINFORCING. 6.

- INDICATES AREA OF NO NEW PILES DUE TO EXISTING UTILITIES.

2 FS2.08

ZONE 8B FOUNDATION FRAMING PLANS 1/8" = 1'-0"

NOTE: UNLESS NOTED OTHERWISE: ASSUME ALL PILES THIS PLAN ARE TREATED TIMBER PILES.

SIGN WALL

GW

GREEN WALL

LA

LARGE ART

SA

SMALL ART

WW

WATER WALL

PLP

PEDESTRIAN LIGHT POLE

CLP

CATENARY LIGHT POLE

ECB

EMERGENCY CALL BOX

B MB

BENCH MULTIMODAL BENCH

IN

IN IL E NG INE E R

G

03/15/17

PROJECT NO.

N14023/14027

DRAWN BY

RAB

CHECKED BY

HSB

DRAWING TITLE

MATCHLINE SEE 1 / FS2.09

SW

N

3/15/2017 2:14:37 PM

C:\Users\ramon\Documents\14187_STRUCTURAL_r16_mmi336.rvt

FS3.01

ZONE 8 FOUNDATION FRAMING PLANS

SHEET NO.

FS2.08

MW4-9 MM-3

F2 -2' - 3 7/8" MW4-B

MM-4 PLP61

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

PLP64

PLP62

ECB8 PLP63

F2 -2' - 5 5/8"

PLP60

F2 -1' - 2"

F2 -2' - 5 3/4"

F2 -2' - 5 3/4" F2 -2' - 5 5/8"

MW3-B

MW4-A

MM-H

6PB(T) -1' - 8 1/2"

6PB(T) -1' - 8 1/2"

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MW4-10

MW3-A

MW3-1

MORPHY

MW3-2

MAKOFSKY

MW3-3

INCORPORATED

MW3-4

6PB(T) -2' - 7 3/4"

6PB(T) -2' - 7 3/4"

MM-F

5PB(T) -2' - 7 3/4"

5PB(T) -2' - 7 3/4"

MB2

MB1

B5-A

4PB(T) -1' - 7 1/4"

4PB(T) -2' - 2 1/2"

4PB(T) -2' - 2 1/2"

4PB(T) -2' - 3 1/2"

4PB(T) -2' - 7 1/4"

4PB(T) -2' - 3 1/2"

4PB(T) -1' - 7 1/4" B5-B

4PB(T) -1' - 7 1/4" SW13 4PB(T) -1' - 5 1/2"

3PA(T) 0' - 0"

B5-9

MB4

MB3

4PB(T) -2' - 7 1/4"

4PB(T) -2' - 7 1/4"

4PB(T) -2' - 0"

4PB(T) -2' - 0"

4PB(T) -2' - 0"

B1-6

DATE

ISSUED FOR

11/18/16

REVIEW SET

01/31/17

PRICING SET

03/15/17

PERMIT SET

DATE

REVISION

ISSUED FOR

B1-4

B1-3

B1-A 4PB(T) -1' - 7 3/4" THESE PLANS AND SPECIFICATIONS HAVE BEEN PREPARED BY OR UNDER MY PERSONAL SUPERVISION AND, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THEY COMPLY WITH ALL CITY REQUIREMENTS. I AM GENERALLY ADMINISTERING THE WORK.

B1-1

B1-2

ENGINEER __________________ L OUI S REG. NO. T E OF I

AN

A

MATCHLINE SEE 1 / FS2.12

MATCHLINE SEE 1 / FS2.12

A

ST

B1-7

B5-1

B5-2

JONATHAN A. SOFRANKO REG. No. 28228 REGISTERED

PROFESSIONAL ENGINEER

SITE FEATURE LEGEND

IV

C

C:\Users\ramon\Documents\14187_STRUCTURAL_r16_mmi336.rvt

B1-8

B5-3

4PB(T) -1' - 7 3/4"

SYMBOL DESCRIPTION

MM-2

MM-1

PLAN NOTES: UNLESS NOTED OTHERWISE: 1. - INDICATES 4 PILE CAP, TYPE 4PB(T), WITH TOP OF PILE CAP AT EL. -1'-7 3/4". 4PB(T) -1'-7 3/4"

1 FS2.11

PART MULTIMODAL CANOPY FOUNDATION FRAMING PLAN 1/8" = 1'-0"

IN

IN IL E NG INE E R

G

03/15/17

SW

SIGN WALL

GW

GREEN WALL

PROJECT NO.

N14023/14027

LA

LARGE ART

DRAWN BY

RAB

SA

SMALL ART

CHECKED BY

HSB

WW

WATER WALL

PLP

PEDESTRIAN LIGHT POLE

CLP

CATENARY LIGHT POLE

ECB

EMERGENCY CALL BOX

DRAWING TITLE

N

3/15/2017 2:14:44 PM

B1-9

B5-4

5PB(T) -1' - 6"

5PB(T) -1' - 7 3/4"

4PB(T) -1' - 7 3/4"

B1-5

B5-5

MM-E

B1-B 4PB(T) -2' - 7 1/4"

B5-7

B5-8

B5-6

LINEAR PARK

MM-G

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

MATCHLINE SEE 1 / FS2.08

MATCHLINE SEE 1 / FS2.08

NEW ORLEANS, LOUISIANA

CONSULTING ENGINEERS 336 N. Jeff Davis PKWY. New Orleans, La 70119 Phone: (504)488-1317 Fax: (504)488-0924 Job Number: 14187

MW3-5

B MB

PART MULTIMODAL CANOPY FOUNDATION FRAMING PLAN

BENCH MULTIMODAL BENCH

SHEET NO.

FS2.11

MW

15' - 0"

MW

15' - 0"

SEE PLANS

MW

15' - 0"

MW

15' - 0"

15' - 0"

MW

MW

15' - 0"

MW

15' - 0"

MW

15' - 0"

SEE PLANS

8"

15' - 0" SEE PLANS

SEE PLANS

8"

EL. SEE ARCH.

MW

8"

10 1/2"

9' - 4"

8"

EL. SEE ARCH.

FS3.01

3/8" EXP. JT. - TYP.

EL. SEE ARCH.

5" CANOPY POST, BASE PL., ETC., SEE ARCH. - TYP.

8"

3-#6 TOP & BOT. #3 @12"

#3@12" TEMP. REINF.

4

3

FS3.01

FS3.01

BENCH OR PLANTERS NOT SHOWN FOR CLARITY, SEE ARCH.

3'-6" #4 @12" TOP EA. SIDE

PAVERS, SEE ARCH.

SLOPES

1' - 1"

PAVEMENT, SEE CIVIL

#5@12" BOT. PAVEMENT, SEE CIVIL

8"

MW

1' - 2"

5"

SLOPES

CONT. FOOTINGS AT PLANTER & BENCHES NOT SHOWN, SEE PLANS

10"

10 1/2"

PAVERS, SEE ARCH. 5

8"

5" CANOPY POST, BASE PL., ETC., SEE ARCH. - TYP.

10 1/2"

12' - 0"

12' - 0" 8"

CONT. FOOTINGS AT PLANTER & BENCHES NOT SHOWN, SEE PLANS

EL. SEE ARCH.

10 1/2"

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MW

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

MW

1' - 6"

2 CONT. FTG. AT BENCH OR PAVER, SEE 3/FS3.01 2" PILE EMBED.

FS3.01

PILE, SEE GENERAL NOTES

FS3.01

24"Wx18"D GRADE BEAM, SEE 4/FS3.01 FOR REINF.

MORPHY MAKOFSKY

PILE, SEE GENERAL NOTES

1'-3" MIN.

1

8-#8 VERT. #3 @9" O.C. EA. END OF BM. ONLY REQ'D. AT MW3-10, MW3-11, MW4-6 9"

NOTES: UNLESS NOTED OTHERWISE: 1. PILE LOCATIONS VARY DUE TO EXIST. UTILITIES.

TYPICAL-MOVING WALK FOUNDATION FRAMING PLAN

2

1/8" = 1'-0"

FS3.01

INCORPORATED

9"

CONSULTING ENGINEERS 336 N. Jeff Davis PKWY. New Orleans, La 70119 Phone: (504)488-1317 Fax: (504)488-0924 Job Number: 14187

1' - 6"

SECTION 3/4" = 1'-0"

1' - 4" 8"

10 1/2"

1' - 4"

6"

GRADE BEAM, SEE 2/FS3.01 FOR REINF.

1' - 6"

GRADE SEE 6/FS3.01 BEAM, SEE FOR REINF.

16"Wx15 1/2"D GRADE BEAM

3/8" EXP. JT.

1' - 6"

1' - 1"

5" 1' - 1"

1' - 6" 1' - 6"

1' - 6"

GRADE BEAM, SEE 4/FS3.01 FOR REINF. 1' - 0"

1' - 0"

CONT. 18"Wx10"D CONT. FTG. AT BENCH OR PLANTER SEE 14 OR 15/FS1.01 FOR REINF.

GRADE BEAM REINF. SEE 4/FS3.01 PILE SEE GENERAL NOTES

2' - 0" 2" CLR.

1' - 0"

2" CLR.

1' - 0"

1' - 0"

PILE, SEE GENERAL NOTES

1' - 0" 2' - 0"

2' - 0"

3

GRADE BEAM BEYOND, SEE 4/FS3.01 FOR REINF.

2" PILE EMBED.

OFFSET REBAR AROUND SLEEVE

2" PILE EMBED.

4-#6 TOP & BOT. #3 @12" 2" PILE EMBED.

CONT. 18"Wx10"D CONT. FTG. AT BENCH OR PLANTER 15/FS1.01 SEE 14 OR 15/FS1.01 FOR REINF.

GRADE BEAM BEYOND, SEE 2/FS3.01FOR REINF.

SLAB BEYOND PAVING, SEE CIVIL

10"

1' - 6"

1' - 2"

PAVEMENT, SEE CIVIL

5"

5"

10 1/2"

SLAB REINF., SEE SEE2/FS3.01

NEW ORLEANS, LOUISIANA

SLAB REINF., SEE 2/FS3.01

VARIES

SLOPES

PAVERS, SEE ARCH.

SLAB REINF., SEE SEE 2/FS3.01

CANOPY POST, BASE PL., ETC., SEE ARCH. PAVERS, SEE ARCH. - TYP.

1' - 6"

5" CANOPY POST, BASE PL., ETC., SEE ARCH.

6" SQ. PIPE SLEEVE THROUGH GRADE BEAM

3-#6 TOP & BOT. #3 @12"

5"

PAVERS, SEE ARCH.

LINEAR PARK

3-#6 TOP & BOT. #3 @12"

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

6 FS3.01

SECTION

FS3.01

4

3/4" = 1'-0"

FS3.01

6" CONC. SLAB, SEE PLAN FOR REINF.

5

SECTION 3/4" = 1'-0"

FS3.01

SECTION 3/4" = 1'-0"

6 FS3.01

SECTION 3/4" = 1'-0"

DATE

ISSUED FOR

11/18/16

REVIEW SET

01/31/17

PRICING SET

03/15/17

PERMIT SET

DATE

REVISION

6"±

EL. 0' - 0" ±

POUR PERPENDICULAR GRADE BEAM DOWN AS REQ'D.

EQ

GRADE BM. REINF. SEE 4/FS2.05A

1' - 8"

24"Wx20"D GRADE BEAM, SEE 4/FS2.05A FOR REINF.

ISSUED FOR

EQ

EL. VARIES, SEE PLAN

3-#6x2'-0" DOWELS SET INTO EXIST. CONC. W/ HILTI HIT HY-HY200 ADHESIVE SYSTEM (6 3/4" EMBED.) 4' - 4"±

4' - 10"±

EXIST. CONC. SLAB & BM.

EL. VARIES, SEE PLAN CHIP IN 3"x6" KEYWAY INTO FACE OF EXIST. CONC. GRADE BEAM FOR FULL WIDTH OF NEW GRADE BEAM.

EXIST. PILE CAP, SEE PLAN

24"Wx20"D GRADE BEAM, SEE 4/FS2.05A FOR REINF.

1' - 0"

1' - 6"±

2' - 0"

7

3/4" = 1'-0"

8 FS3.01

SECTION

ENGINEER __________________ L OUI S REG. NO. T E OF I

AN

A

3/4" = 1'-0"

A

FS3.01

SECTION

THESE PLANS AND SPECIFICATIONS HAVE BEEN PREPARED BY OR UNDER MY PERSONAL SUPERVISION AND, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THEY COMPLY WITH ALL CITY REQUIREMENTS. I AM GENERALLY ADMINISTERING THE WORK.

ST

2"± 1' - 0"

JONATHAN A. SOFRANKO REG. No. 28228 REGISTERED

PROFESSIONAL ENGINEER

IV

C

C:\Users\ramon\Documents\14187_STRUCTURAL_r16_mmi336.rvt

1' - 4"±

IN

IN IL E NG INE E R

G

03/15/17

PROJECT NO.

N14023/14027

DRAWN BY

RAB

CHECKED BY

HSB

3/15/2017 2:14:46 PM

DRAWING TITLE

TYPICAL MOVING WALK FOUNDATION FRAMING PLAN & SECTIONS SHEET NO.

FS3.01

EL. 0' - 0" ± 6

6"±

5

4.9

6.1

EXIST. DWL. TO REMAIN - DO NOT DAMAGE

4.7

E MATCHLIN 2.05 SEE 2 / FD

4.1

EXIST. CONC. SLAB TO BE DEMOLISHED SEE PLAN

4' - 4"±

4

3.9

EXIST. CONC. SLAB & BM. TO REMAIN 4' - 10"±

4.3

3.7

3.3

(E)9PA -1' - 11 1/2"±

FD2.05

(E)3PA -1' - 11 1/2"±

4

(E)9PA -4' - 10"±

4

(E)3PA -1' - 11 1/2"±

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

EL. VARIES

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

6.3

FD2.05

(E)4PA -1' - 11 1/2"±

(E)3PA -1' - 11 1/2"±

(E)6PA -1' - 11 1/2"±

4

1' - 4"± 2"± 1' - 6"±

FD2.05

G.c

(E)2PA -2' - 11 3/4"±

EXIST. CONC. SLAB TO BE DEMOLISHED SEE PLAN

6"± (E)12PA -4' - 10"±

8.194

3

(E)3PA -4' - 10"±

FD2.05

(E)

(E)2PA -4' - 10"±

G.j

(E)2PA -4' - 10"±

(E)12PA -4' - 10"±

(E)12PA -4' - 10"±

(E)2PA -4' - 10"±

(E)2PA -4' - 5 5/8"±

(E)2PA -4' - 5 5/8"±

(E)12PA -4' - 10"±

(E)2PA -4' - 10"±

(E)2PA -4' - 5 5/8"±

EL. -0' - 3 1/2" ±

(E)2PA -4' - 2 5/8"±

(E)2PA -4' - 10"±

EXTEND EXIST. DWL. INTO NEW SLAB - DO NOT DAMAGE

EXIST. CONC. SLAB & BM.

2' - 0"± 2"±

(E) CONCRETE COLUMN ENCASEMENT TO REMAIN - DO NOT DAMAGE.

(E)

G.k

(E)2PA -4' - 10"±

(E)2PA -4' - 10"±

CONCRETE COLUMN ENCASEMENT TO REMAIN - DO NOT DAMAGE.

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

PLAN NOTES: UNLESS NOTED OTHERWISE: 1. (E) - INDICATES EXISTING CONSTRUCTION. 2. - INDICATES EXTENTS OF EXISTING CONCRETE SLAB, GRADE BEAM, WALLS, PEDESTALS & STEPS TO BE DEMOLISHED. SINGLE PILES & PILE CAPS ARE TO REMAIN & BE REUSED - DO NOT DAMAGE. 3. (E)12PA - INDICATES EXISTING 12 PILE CAP WHICH IS TO REMAIN, WITH TOP OF CAP AT EL. 4'-10"±. -4'-10"± 4. - INDICATES EXISTING SINGLE PILE WHICH IS TO REMAIN.

FD2.05

ZONE 5A DEMOLITION PLAN 1/8" = 1'-0"

8.7 7.5 8.3 7.4

N

1

FD2.05

E MATCHLIN 2.05 SEE 2 / FD

(E) (E)

4

(E)

8

7.9

8.1

7.7

SECTION 3/4" = 1'-0"

NEW ORLEANS, LOUISIANA

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

1' - 2"±

(E)2PA -4' - 10"±

CONSULTING ENGINEERS 336 N. Jeff Davis PKWY. New Orleans, La 70119 Phone: (504)488-1317 Fax: (504)488-0924 Job Number: 14187

(E)2PA -2' - 11 3/4"±

(E)2PA -2' - 11 3/4"±

(E)2PA -2' - 11 3/4"±

(E)2PA -4' - 10"±

(E)2PA -4' - 10"±

MAKOFSKY

3/4" = 1'-0"

INCORPORATED

(E)2PA -2' - 11 3/4"±

(E)2PA -4' - 10"±

SECTION

LINEAR PARK

(E)2PA -4' - 10"±

(E)2PA -4' - 10"±

FD2.05

1' - 8"±

FD2.05

3

(E)6PA -1' - 11 1/2"±

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

3

G.g

MORPHY

(E)2PA -4' - 10"±

7.3

7

6.9

7.1

6.7

DATE

ISSUED FOR

11/18/16

REVIEW SET

01/31/17

PRICING SET

03/15/17

PERMIT SET

DATE

REVISION

6.3

INE MATCHL D2.05 SEE 1 / F (E)6PA -1' - 11 1/2"±

4 FD2.05

(E)3PA -1' - 11 1/2"±

4

ISSUED FOR

FD2.05 (E)9PA -4' - 10"± (E)8PA -1' - 11 1/2"±

4 G.c

FD2.05 (E)3PA -1' - 11 1/2"±

(E)3PA -1' - 11 1/2"±

(E)2PA -2' - 11 3/4"± (E)5PA -1' - 11 1/2"±

(E)2PA -2' - 11 3/4"±

G.g (E)5PA -1' - 11 1/2"±

(E)2PA -4' - 10"± (E)2PA -2' - 11 3/4"±

(E)12PA -4' - 10"± (E)12PA -4' - 10"±

(E)2PA -4' - 10"±

(E)2PA -4' - 10"±

(E)2PA -3' - 11 5/8"±

(E)2PA -3' - 11 5/8"±

(E)2PA -3' - 11 5/8"±

(E)

(E)12PA -4' - 10"±

(E)12PA -4' - 10"±

(E)2PA -4' - 10"± (E)2PA -4' - 10"±

ENGINEER __________________ L OUI S REG. NO. T E OF I

JONATHAN A. SOFRANKO

CONCRETE COLUMN ENCASEMENT TO REMAIN - DO NOT DAMAGE.

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

2 FD2.05

ZONE 5B DEMOLITION PLAN

REGISTERED

PROFESSIONAL ENGINEER

IV

(E)

IN

IN IL E NG INE E R

G

03/15/17

(E) (E)

(E)

(E) (E)2PA -4' - 10"±

PROJECT NO.

N14023/14027

DRAWN BY

RAB

CHECKED BY

HSB

DRAWING TITLE

ZONE 5 DEMOLITION PLANS

N

INE MATCHL 2.05 SEE 1 / FD

PLAN NOTES: UNLESS NOTED OTHERWISE: 1. (E) - INDICATES EXISTING CONSTRUCTION. 2. - INDICATES EXTENTS OF EXISTING CONCRETE SLAB, GRADE BEAM, WALLS, PEDESTALS & STEPS TO BE DEMOLISHED. SINGLE PILES & PILE CAPS ARE TO REMAIN & BE REUSED - DO NOT DAMAGE. 3. (E)12PA - INDICATES EXISTING 12 PILE CAP WHICH IS TO REMAIN, WITH TOP OF CAP AT EL. 4'-10"±. -4'-10"± 4. - INDICATES EXISTING SINGLE PILE WHICH IS TO REMAIN.

(E)

REG. No. 28228

(E)2PA -4' - 10"±

(E)2PA -4' - 10"± CONCRETE COLUMN ENCASEMENT TO REMAIN - DO NOT DAMAGE.

A

(E)

G.k

AN

A

(E)

(E)2PA -4' - 2 5/8"±

(E)2PA -4' - 2 5/8"±

(E)2PA -4' - 10"±

(E)

THESE PLANS AND SPECIFICATIONS HAVE BEEN PREPARED BY OR UNDER MY PERSONAL SUPERVISION AND, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THEY COMPLY WITH ALL CITY REQUIREMENTS. I AM GENERALLY ADMINISTERING THE WORK.

ST

G.j

(E)

(E)

(E)

(E)

(E)

(E)

(E)

C

C:\Users\ramon\Documents\14187_STRUCTURAL_r16_mmi336.rvt

(E)2PA -4' - 10"± (E)2PA -4' - 2 5/8"±

(E)2PA -4' - 10"± (E)4PA -4' - 10"±

(E)

(E)

(E)

(E)

(E)2PA -2' - 11 3/4"±

(E)2PA -2' - 11 3/4"±

(E)2PA -2' - 11 3/4"±

3/15/2017 2:14:13 PM

3 FD2.05

1/8" = 1'-0" SHEET NO.

FD2.05

ROOF EFFECTIVE WIND AREA ROOF INTERIOR ROOF EDGE ZONE ROOF CORNER ZONE

GR-3 THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE UNTIL THE CONSTRUCTION OF THE STRUCTURE REACHES ITS FINAL CONDITION.

GR-5 LATERAL LOAD RESISTANCE AND STABILITY OF THE STRUCTURE IN ITS FINAL CONDITION IS PROVIDED BY MOMENT FRAMES, BRACED FRAMES AND LATERAL STABILITY OF OTHER ELEMENTS IS PROVIDED THROUGH FLOOR SLABS; ROOF DECK; AND IN FLOOR BRACING.

CD-5 SEISMIC LOAD DESIGN DATA: SEISMIC IMPORTANCE FACTOR (Is) SEISMIC RISK CATEGORY Ss S1 SDS SD1 SITE CLASS SEISMIC DESIGN CATEGORY LATERAL SYSTEM DESCRIPTION

GR-6 THE SPECIFICATIONS ARE AN INTEGRAL PART OF THE CONTRACT DOCUMENTS AND SHALL BE USED IN CONJUNCTION WITH THE STRUCTURAL DRAWINGS. GR-7 THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS AND COORDINATE WITH THE STRUCTURAL DRAWINGS, ARCHITECTURAL DRAWINGS, DRAWINGS FROM OTHER CONSULTANTS, PROJECT SHOP DRAWINGS AND FIELD CONDITIONS. GR-8 IN CASES OF CONFLICT BETWEEN DRAWINGS AND/OR SPECIFICATIONS AND OTHER DISCIPLINES OR EXISTING CONDITIONS, CONTRACTOR SHALL NOTIFY THE DESIGN PROFESSIONALS AND OBTAIN CLARIFICATION PRIOR TO BIDDING AND PROCEEDING WITH WORK.

145 MPH C 1.0 II 0.0

COMPONENT AND CLADDING DESIGN PRESSURES a=[XX’-XX”] EFFECTIVE WIND AREA [XX] PSF WALL INTERIOR [XX] PSF WALL END ZONE [XX] PSF WALL CORNER ZONE [XX] PSF

GR-2 THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF THE STRUCTURAL WORK WITH THE ARCHITECTURAL, CIVIL, MEP CONTRACT DOCUMENTS, AS WELL AS ANY OTHER APPLICABLE TRADES.

GR-4 THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE DESIGN, INSTALLATION, AND REMOVAL OF TEMPORARY BRACING AND CONSTRUCTION SUPPORTS, FOR NEW AND EXISTING STRUCTURES, AS NECESSARY TO COMPLETE THE PROJECT. NO PORTION OF THE PROJECT WHILE UNDER CONSTRUCTION IS INTENDED TO BE STABLE IN THE ABSENCE OF THE CONTRACTOR’S TEMPORARY SUPPORTS AND BRACES. CONTRACTOR SHALL RETAIN A STRUCTURAL ENGINEER LICENSED IN THE STATE IN WHICH THE PROJECT IS LOCATED TO DESIGN TEMPORARY BRACING AND CONSTRUCTION SUPPORTS.

1.0 1.0 1.0

SEISMIC RESPONSE COEFFICIENT (Cs) RESPONSE MODIFICATION FACTOR (R) ANALYSIS PROCEDURE DESCRIPTION

1.00 II 0.096 g 0.051 g 0.16 g 0.12 g E B STEEL SYSTEM NOT SPECIFICALLY DETAILED FOR SEISMIC RESISTANCE 0.046 3-1/2 EQUIVALENT LATERAL FORCE

PI-1

THE CONTRACTOR SHALL EMPLOY OR RETAIN A LICENSED STRUCTURAL ENGINEER IN THE STATE IN WHICH THIS PROJECT IS LOCATED TO DESIGN AND DETAIL PERFORMANCE ITEMS AS PART OF THE BASE BUILDING STRUCTURE INDICATED IN THE CONTRACT DOCUMENTS INCLUDING BUT NOT LIMITED TO:

GR-11 ASSUME EQUAL SPACING BETWEEN ESTABLISHED DIMENSIONS, IF NOT INDICATED ON DRAWINGS.

CD-8 STRUCTURAL COMPONENTS ARE NOT DESIGNED FOR VIBRATING EQUIPMENT. MOUNT VIBRATING EQUIPMENT ON VIBRATION ISOLATORS.

GR-17 THE CONTRACTOR SHALL COORDINATE THE BOTTOM OF BASE PLATE ELEVATIONS WITH THE AS-BUILT TOP OF SUPPORT ELEVATIONS. GR-18 THE CONTRACTOR SHALL VERIFY ALL OPENING SIZES AND LOCATIONS WITH OTHER DISCIPLINES. THE DRAWINGS DO NOT SHOW ALL OPENINGS REQUIRED. ADDITIONAL OPENINGS, BLOCKOUTS AND SLEEVES MAY BE REQUIRED BY OTHER DISCIPLINES AND SHALL BE CONSTRUCTED USING THE TYPICAL DETAILS AND/OR THE CRITERIA INDICATED ON THE DRAWINGS. OPENINGS REQUIRED BUT NOT SHOWN ON THE STRUCTURAL DRAWINGS MUST BE APPROVED BY THE STRUCTURAL ENGINEER. GR-19 ELEVATIONS INDICATED ON STRUCTURAL DRAWINGS ARE BASED ON A PROJECT DATUM INDICATED ON THE ARCHITECTURAL DRAWINGS. GR-20 SEE ARCHITECTURAL, CIVIL, MEP, AND FOUNDATION, CONTRACT DOCUMENTS FOR ADDITIONAL INFORMATION RELATING TO THE COORDINATION OF STRUCTURAL COMPONENTS INCLUDING, BUT NOT LIMITED TO: CIVIL: SITING OF BUILDING GRID LINES WITH RESPECT TO CITY BENCHMARKS SITE PREPARATION BACKFILLING MATERIALS AND REQUIREMENTS PAVING AND SITE ELEMENTS OUTSIDE OF BUILDING ENVELOPE NEW AND EXISTING SITE UTILITIES

TWENTY WORKING DAYS PRIOR TO SUBMITTING SHOP DRAWINGS, THE CONTRACTOR SHALL SUBMIT FOR STRUCTURAL ENGINEER' S REVIEW A SCHEDULE WHICH DETAILS THE ESTIMATED QUANTITY OF SHOP DRAWINGS AND THE DATE THE SHOP DRAWINGS WILL BE RECEIVED BY THE STRUCTURAL ENGINEER. THE STRUCTURAL ENGINEER SHALL HAVE THE OPPORTUNITY TO REVIEW THE PROPOSED SCHEDULE AND SUBMIT COMMENTS TO THE CONTRACTOR. THE FINAL SHOP DRAWING SCHEDULE SHALL BE DEVELOPED AND SUBMITTED TO THE STRUCTURAL ENGINEER. IN ACCORDANCE WITH THE SHOP DRAWING SCHEDULE, THE STRUCTURAL ENGINEER WILL RETURN THE SHOP DRAWING ITEMS WITHIN TEN WORKING DAYS AFTER HAVING RECEIVED THE REPRODUCIBLE SHOP DRAWING.

TEMPERATURE + 20 DEG. F, 40 DEG. F MAX] WELD METAL: 20 FT-LB @ MINUS 20 DEG. F AND 40 FT-LB @ 70 DEG. F WELD METAL EXPOSED TO TEMPERATURES IN SERVICE BELOW 50 DEG. F: 20 FT-LB @ MINUS 20 DEG. F AND 40 FT-LB @ [ SERVICE TEMPERATURE + 20 DEG. F, 40 DEG. F MAX] TESTING IS TO BE IN ACCORDANCE WITH ASTM A6/A6M, SUPPLEMENTARY REQUIREMENT S30, CHARPY VNOTCH IMPACT TEST FOR STRUCTURAL SHAPES – ALTERNATE CORE LOCATION, AT ROLLED SHAPES AND ASTM A673 FOR PLATES, AT ANY PERMITTED LOCATIONS.

SU-2

C:\Scratch\T14080_MCCNO LINEAR PARK_STRUC R16_khenkhaus.rvt

ARCHITECTURAL: PLAN DIMENSIONS AND PROJECT DATUM SLAB EDGE DIMENSIONS FINISH ELEVATIONS WATERPROOFING AND DAMP-PROOFING DETAILS RAMP GEOMETRY, PITS, SLAB SLOPES AND DEPRESSIONS EMBEDMENTS, INSERTS, BLOCKOUTS, ETC. EXACT OPENING SIZES FOR PIPES, DUCTS, ETC. CONCRETE FINISHES AND TOPPING SLABS CONCRETE CURBS AND HOUSEKEEPING PADS INTERIOR NON-STRUCTURAL MASONRY PARTITIONS FIRE RATINGS METAL PAN STAIRS AND SUPPORTS OPERABLE PARTITIONS MEP: PIPE AND DUCT SIZES FOR OPENING AND SLEEVE COORDINATION FLOOR DRAINS UNDERFLOOR AND PERIMETER DRAINAGE SYSTEMS EQUIPMENT CURBS CONDUITS AND EMBEDMENTS IN WALLS AND SLABS

SU-3

FOR COMPONENTS THAT REQUIRE ENGINEERING BY THE CONTRACTOR, PROVIDE A NOTE ON EACH SHOP DRAWING, WRITTEN AND SIGNED BY THE SUPPLIER' S ENGINEER, INDICATING THAT THE SHOP DRAWING IS IN CONFORMANCE WITH THE CALCULATIONS OF THE CONTRACTOR' S ENGINEER.

SU-4

THE FOLLOWING ITEMS REQUIRE SUBMITTALS FOR STRUCTURAL REVIEW AS OUTLINED IN THE SPECIFICATIONS:

CD

CODES AND DESIGN CRITERIA

CD-1 PERFORM ALL CONSTRUCTION IN CONFORMANCE WITH THE BUILDING AND DESIGN CODES REFERENCED WITHIN THESE DOCUMENTS. THE PROJECT DOCUMENTS REFER TO THE FOLLOWING CODES AND STANDARDS, UON: INTERNATIONAL BUILDING CODE, IBC 2012 WITH LOUISIANA STATE UNIFORM CONSTRUCTION CODE COUNCIL AMENDMENTS

3/15/2017 1:22:36 PM

"SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS”,MARCH, 2011 14TH EDITION CONFORMING TO THE PROVISIONS OF LOAD RESISTANCE FACTOR DESIGN, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC-LRFD)

SU-5

CD-10 CONNECTIONS OF SYSTEMS DESIGNED BY CONTRACTOR’S ENGINEER SUCH AS, BUT NOT LIMITED TO, CLADDING, STAIRS, ELEVATORS, ESCALATORS, PRECAST STADIA, AND MEP LOADS ARE ASSUMED TO IMPOSE VERTICAL AND/OR HORIZONTAL LOADS ON THE BASE BUILDING STRUCTURAL MEMBERS WITHOUT GENERATING TORSION IN THE SUPPORTING STRUCTURAL MEMBERS. CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING ALL SUPPLEMENTARY BRACING MEMBERS AS REQUIRED TO PREVENT TORSION ON THE BASE BUILDING STRUCTURE.

051000 S 051000 S 053000 S 316200 S 316329 S

STRUCTURAL STEEL CALC STRUCTURAL STEEL CONNECTIONS CALC STEEL ROOF DECK PILE LAYOUT, SIZE AND LENGTH CAISSON LAYOUT AND SIZE

S=

SHOP DRAWINGS REQUIRED

CALC =

SUPPORTING CALCULATIONS REQUIRED, SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF LOUISIANA.

THE ITEMS IN THIS SECTION REQUIRE SHOP DRAWINGS, SUBMITTED FOR REVIEW OF INTERACTION WITH THE BASE BUILDING STRUCTURE. THE FOLLOWING SHOP DRAWINGS SHALL SHOW THE MAGNITUDES, DIRECTIONS, LOCATIONS AND CONNECTION CONDITIONS OF ALL LOADS IMPOSED ON THE SUPPORTING STRUCTURE. SUBMIT ALL INFORMATION ON STRUCTURAL DRAWINGS: ARCHITECTURAL ORNAMENTATION (FLAGPOLES, BANNERS, MASTS, ETC.) IN ADDITION TO THE SHOP DRAWING REQUIREMENTS ABOVE, THE FOLLOWING SUBMITTALS SHALL ALSO LIST THE DESIGN LOADS USED AND BE SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF LOUISIANA:

CD-11 FOR FIRE RATING AND FIREPROOFING ASSEMBLY EVALUATIONS, CONSIDER THE FOLLOWING ASSEMBLIES RESTRAINED: COMPOSITE WIDE-FLANGE STEEL FRAMING, INTERIOR BAYS OF CONTINUOUS CAST-IN-PLACE CONCRETE CONSTRUCTION. CONSIDER ALL OTHER ASSEMBLIES UNRESTRAINED.

COLD-FORMED METAL FRAMING EXTERIOR CLADDING SYSTEMS

DE-2

DE-3

DE-4

THE CONTRACTOR IS REPONSIBLE FOR REPAIRS TO ANY STRUCTURAL ELEMENTS WHICH ARE TO REMAIN AND THAT HAVE BEEN DAMAGED DURING THE DEMOLITION PROCESS TO THE COMPLETE SATISFACTION OF THE OWNER. THE REPAIRS SHALL BE AT NO EXPENSE TO THE OWNER. ALL REPAIR WORK SHALL BE DESIGNED BY A LICENSED STRUCTURAL ENGINEER IN THE STATE OF [STATE] AND SUBMITTED TO THE STRUCTURAL ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO COMMENCING REPAIR WORK.

FOUNDATIONS

FN-1

REFER TO FOUNDATION DRAWINGS FOR STRUCTURE FOUNDATION DESIGN

SS

STRUCTURAL STEEL

SS-1

STEEL MATERIALS SHALL CONFORM TO THE FOLLOWING MINIMUM REQUIREMENTS UNLESS OTHERWISE NOTED ON THE CONTRACT DOCUMENTS: ROLLED SHAPES AND CHANNELS:

ALL EXISTING FRAMING IS INDICATED FOR REFERENCE ONLY AND IS TO BE FIELD VERIFIED BY THE CONTRACTOR. VERIFY THE EXACT EXTENT OF DEMOLITION AT THE SITE. DETERMINE THE NATURE AND EXTENT OF DEMOLITION THAT WILL BE NECESSARY BY COMPARING THE CONTRACT DOCUMENTS WITH THE EXISTING CONSTRUCTION.

ANGLES FOR TRUSSES AND BRACES: MISCELLANEOUS ANGLES: HOLLOW STRUCTURAL SECTIONS:

THE CONTRACTOR SHALL USE THE STRUCTURAL CONTRACT DOCUMENTS IN CONJUNCTION WITH THE ARCHITECTURAL AND MEP DEMOLITION CONTRACT DOCUMENTS. IN THE EVENT OF CONFLICTS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER.

SEAMLESS PIPE: PLATES

THE CONTRACTOR SHALL USE QUALIFIED, EXPERIENCED PERSONNEL FOR DEMOLITION AND REMOVAL OPERATIONS. PERFORM DEMOLITION AND REMOVAL OPERATIONS IN A CAREFUL AND ORDERLY MANNER TO PREVENT HAZARDS TO PERSONS, DAMAGE TO PROPERTY, AND THE SPREADING OF DUST AND DEBRIS.

DE-6

DO NOT PERMIT PORTIONS OF THE STRUCTURE TO FALL NOR DEBRIS TO DROP EXCEPT BY METHODS WHICH WILL INSURE INTEGRITY OF THE STRUCTURE.

DE-7

PRIOR TO THE START OF WORK, VERIFY THAT THE SCOPE OF DEMOLITION INDICATED ON THE CONTRACT DOCUMENTS SHALL NOT DAMAGE, CUT OR DISRUPT SERVICE OF ANY MECHANICAL SYSTEM, ELECTRICAL SYSTEM OR UTILITY EMBEDDED IN THE EXISTING STRUCTURE.

DE-8

DO NOT REMOVE MORE OF THE EXISTING STRUCTURE THAN INDICATED ON CONTRACT DOCUMENTS. DO NOT DAMAGE, MAR, CUT OR DEFACE THE REMAINING STRUCTURE OR MATERIALS TO BE REUSED. THE CONTRACTOR SHALL INCLUDE IN HIS BID THE COST OF REMOVING DEMOLISHED MATERIALS FROM THE SITE IN ACCORDANCE WITH ALL APPLICABLE LAWS, CODES, AND REGULATIONS.

ALL STEEL DETAILS AND CONNECTIONS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS”, AISC-LOAD AND RESISTANCE FACTOR DESIGN.

SC-2

ALL CONNECTIONS, UNLESS INDICATED AS BEING FULLY DESIGNED ON THE STRUCTURAL DRAWINGS, SHALL BE DESIGNED AND DETAILED BY A LICENSED STRUCTURAL ENGINEER IN THE STATE WHERE THE PROJECT IS LOCATED. THE DESIGN AND DETAILING SHALL COMPLY WITH ALL APPLICABLE CODES AND SPECIFICATION SECTIONS.

SC-3

UNLESS OTHERWISE NOTED, DETAILS INDICATED ON DRAWINGS INDICATE GENERAL CRITERIA FOR DESIGN AND DETAILING OF CONNECTIONS. DETAILS INDICATED ON DRAWINGS ARE NOT INTENDED TO CONVEY COMPLETE CONNECTOR SIZES, PLATE SIZES, WELD SIZES, NUMBER OF BOLTS, OR ANY OTHER SPECIFIC INFORMATION THAT IS OBTAINED THROUGH DESIGNING OF AN INDIVIDUAL CONNECTION FOR A GIVEN SET OF LOADS. THESE DETAILS DO NOT SHOW ERECTION AIDS. PROVIDE ERECTION AIDS AS REQUIRED AND REMOVE THEM AFTER WORK IS COMPLETE.

SC-4

SUBMIT CONNECTIONS NOT SPECIFICALLY DETAILED ON THE DRAWINGS TO THE SER FOR REVIEW PRIOR TO REVIEW OF SHOP DRAWINGS. FOR BIDDING PURPOSES, WHERE NO MOMENT IS INDICATED ON DRAWINGS PROVIDE FULL MOMENT CAPACITY OF MEMBER (.9 Fy Z) AND WHERE NO VERTICAL SHEAR IS INDICATED ON DRAWINGS PROVIDE FULL SHEAR CAPACITY (.54 Fy d tw).

SC-5

ALTERNATE CONNECTIONS TO THOSE SHOWN ON DRAWINGS WILL ONLY BE CONSIDERED ACCEPTABLE IF CONTRACTOR FORMALLY SUBMITS ALTERNATES AND THE SER APPROVES THE SUBMITTAL.

SC-6

FOR CONNECTION DESIGN AND DETAILING, SET CONNECTION WORK POINT AT INTERSECTION OF MEMBER CENTERLINES, UON.

SC-7

DESIGN ALL CONNECTIONS FOR FORCES INDICATED ON THE DRAWINGS. CONNECTION DESIGN FORCES INDICATED ON THE DRAWINGS ARE FACTORED UON.

SC-8

DESIGN OF MEMBERS IS BASED ON ASSUMPTION OF [3/4-INCH] DIAMETER AND [1-INCH] DIAMETER A325 OR A490 BOLTS. USE NO MORE THAN TWO BOLT DIAMETERS, ONE GRADE PER DIAMETER, SKIP ONE SIZE BETWEEN DIAMETERS.

SC-9

BEAM CONNECTION DESIGN NOTES

WELD ELECTRODES:

SS-4

SEE PLANS AND ELEVATIONS FOR BEAM REACTIONS AND MOMENTS THAT ARE LARGER THAN THE VALUE SHOWN IN SCHEDULES. DEVELOP THE LARGER OF THE BEAM SHEAR REACTION SCHEDULED, SHOWN ON PLANS OR SHOWN ON ELEVATIONS. DEVELOP THE LARGER OF THE MOMENT SCHEDULED, SHOWN ON PLANS OR SHOWN ON ELEVATIONS.

DATE

ISSUED FOR

05/08/15

75% CD

01/31/2017

PRICING SET

03/15/17

PERMIT SET

DATE

REVISION

PROJECT NO.

T14080.00

DRAWN BY

SGR

CHECKED BY

KWH

DEVELOP THE LARGER OF THE AXIAL FORCE DENOTED AS P OR TF SHOWN ON PLANS OR SHOWN ON ELEVATIONS. SEE STEEL BEAM LEGEND.

EXCEPT WHERE “SNUG TIGHT” INSTALLATION IS SPECIFICALLY PERMITTED ON DRAWINGS or “SLIP CRITICAL” DETAILING IS REQUIRED, ALL HIGH STRENGTH BOLTS SHALL BE INSTALLED AS FULL PRETENSIONED BOLTS.

ASTM A572 OR A992, MIN. YIELD STRENGTH 50 KSI ASTM A36 MIN YIELD STRENGTH 36 KSI ASTM A36 ASTM A500 GRADE B, MIN YIELD STRENGTH 42 KSI FOR ROUND AND 46 KSI FOR RECTANGULAR HSS ASTM A53 GRADE B, TYPE S, MIN YIELD STRENGTH 35 KSI. ASTM A572, GRADE 50

CONNECTION MATERIAL SHALL CONFORM TO THE FOLLOWING MINIMUM REQUIREMENTS OR AS NEEDED FOR CONNECTION DESIGN: ANGLES: WTs: PLATES: BOLTS: NUTS: WASHERS: ANCHOR RODS:

SS-3 DE-9

SC-1

ALL BEAM REACTIONS, AXIAL FORCES AND MOMENTS ACT CONCURRENTLY. UON, BEAM REACTIONS ACT IN GRAVITY DIRECTION WHILE AXIAL FORCES AND MOMENTS ARE TO BE CONSIDERED REVERSIBLE.

FN

SS-2 DE-5

STRUCTURAL STEEL CONNECTIONS

WHERE NO AXIAL FORCE IS SHOWN ALL BEAM CONNECTIONS SHALL BE DESIGNED FOR A MINIMUM AXIAL FORCE EQUAL TO 5% OF THE VERTICAL SHEAR REACTION ACTING CONCURRENTLY WITH THE VERTICAL BEAM SHEAR.

DEMOLITION THE CONTRACTOR IS FULLY RESPONSIBLE FOR THE MEANS AND METHODS OF DEMOLITION AND THE INTEGRITY AND STABILITY OF THE EXISTING STRUCTURE DURING DEMOLITION UNTIL THE WORK IS COMPLETED. THE CONTRACTOR SHALL PROVIDE SHORING IN REQUIRED LOCATIONS WHERE EXISTING CONSTRUCTION TO REMAIN WILL BE AFFECTED BY DEMOLITION.

SC

THE STRUCTURAL ENGINEER SHALL RETURN, WITHOUT COMMENT, SUBMITTALS WHICH THE CONTRACTOR HAS NOT STAMPED OR WHICH DO NOT MEET THE ABOVE REQUIREMENTS. THE STRUCTURAL ENGINEER' S REVIEW OF SUBMITTALS SHALL BE FOR GENERAL CONFORMANCE WITH THE DESIGN INTENT. NO WORK SHALL BE STARTED WITHOUT SUCH REVIEW.

EXTERIOR SPANDRELS HAVE BEEN DESIGNED TO LIMIT DEAD PLUS SUPERIMPOSED DEAD LOAD MIDSPAN VERTICAL DEFLECTION TO 1/240 OF THE SPAN.

FOUNDATION: FOUNDATIONS FOR STRUCTURES GR-21 WHERE STRUCTURE ATTACHES TO EXISTING STRUCTURE, CONTRACTOR TO VERIFY FIELD LOCATIONS AND DIMENSIONS PRIOR TO FABRICATION OF THE NEW STRUCTURE.

THE CONTRACTOR IS TO REVIEW EACH SUBMITTAL PRIOR TO FORWARDING TO ARCHITECT AND STRUCTURAL ENGINEER. THE CONTRACTOR IS TO STAMP EACH SUBMITTAL VERIFYING THAT THE FOLLOWING IS ADDRESSED: THE SHOP DRAWING IS REQUESTED. THE SHOP DRAWING IS BASED ON THE LATEST DESIGN. THE ARCHITECT' S AND STRUCTURAL ENGINEER' S COMMENTS FROM ANY PREVIOUS SUBMITTALS ARE ADDRESSED. THE WORK IS COORDINATED AMONG ALL CONSTRUCTION TRADES. REVISIONS FROM PREVIOUS SUBMITTALS ARE CLEARLY MARKED BY CIRCLING OR CLOUDS. SUBMITTAL IS COMPLETE. SUBMITTAL DOES NOT INCLUDE SUBSTITUTION REQUEST SUBMITTAL SHALL INCLUDE A STAMP INDICATING PROJECT NAME AND LOCATION, SUBMITTAL NUMBER, SPECIFICATION SECTION NUMBER.

EXTERIOR SPANDRELS HAVE BEEN DESIGNED TO LIMIT LIVE LOAD MIDSPAN VERTICAL DEFLECTION TO 1/360 OF THE SPAN OR 1", WHICHEVER IS LESS.

DE-1

SS-10 STEEL USING COMPLETE JOINT PENETRATION GROOVE WELDS THAT FUSE THROUGH THE THICKNESS OF THE FLANGE OR WEB SHALL HAVE A MINIMUM CHARPY V-NOTCH IMPACT TESTING VALUE AS FOLLOWS:

SU-1

LONG-TERM TOTAL DEFLECTION IS LESS THAN L/240

LATERAL DRIFT DUE TO WIND LOADS IS LESS THAN OR EQUAL TO H/180

THE CONTRACTOR SHALL SUBMIT A STEEL ERECTION PROCEDURE, PREPARED UNDER THE SUPERVISION OF A STRUCTURAL ENGINEER LICENSED IN THE STATE OF THE LOCATION OF THE PROJECT (THE CONTRACTOR'S ENGINEER) FOR REVIEW BY THE STRUCTURAL ENGINEER OF RECORD. THIS PROCEDURE MUST INCLUDE THE PROPOSED SURVEY REQUIRED BY THE STEEL SPECIFICATIONS.

SUBMITTALS

GR-14 CENTERLINES OF FRAMING MEMBERS COINCIDE WITH COLUMN CENTERLINES, UON.

GR-16 THE CONTRACTOR SHALL VERIFY THAT CONSTRUCTION LOADS DO NOT EXCEED THE CAPACITY OF THE STRUCTURE AT THE TIME THE LOAD IS APPLIED.

SS-9

SU

LIVE LOAD DEFLECTION IS LESS THAN L/360

GR-15 THE CONTRACTOR SHALL PROTECT EXISTING FACILITIES, STRUCTURES AND UTILITIES FROM DAMAGE.

FIELD MODIFICATION OF STRUCTURAL STEEL IS PROHIBITED WITHOUT PRIOR APPROVAL OF THE ARCHITECT AND STRUCTURAL ENGINEER.

ASTM A6/A6M HOT-ROLLED SHAPES WITH A FLANGE THICKNESS EXCEEDING [2] INCHES AND BUILT-UP HEAVY SHAPES WITH PLATES EXCEEDING [2] INCHES IN THICKNESS: 20 FT-LB @ 70 DEG. F REGARDLESS OF THICKNESS, ALL TRUSSES, LATERAL SYSTEM MEMBERS (INCLUDING COLUMNS, WIND GIRDERS, BRACES, ETC.): 20 FT-LB @ 70 DEG. F STEEL EXPOSED TO TEMPERATURES IN SERVICE BELOW 50 DEG. F: 20 FT-LB @ [SERVICE

CD-9 SERVICEABILITY

GR-13 CENTERLINES OF GRADE BEAMS AND WALLS COINCIDE WITH CENTERLINES OF FOUNDATIONS, UON.

SS-8

COLD-FORMED METAL FRAMING EXTERIOR CLADDING SYSTEMS

CD-6 IN CASES WHERE THE CONTRACTOR DETERMINES THAT SUSPENDED OR FLOOR MOUNTED MEP EQUIPMENT LOADS EXIST WHICH EXCEED DESIGN LOADS INDICATED ON CONTRACT DOCUMENTS, CONTRACTOR SHALL SUBMIT LOAD DATA TO DESIGN PROFESSIONALS FOR REVIEW PRIOR TO PROCEEDING WITH WORK.

GR-10 ONLY USE DIMENSIONS INDICATED ON THE DRAWINGS. DO NOT SCALE DRAWINGS.

GR-12 CENTERLINES OF COLUMNS AND FOUNDATIONS COINCIDE WITH GRID LINE INTERSECTIONS, UON.

PERFORMANCE ITEMS

[XX] SF [XX] PSF [XX] PSF [XX] PSF

CD-7 DISTRIBUTE THE MAXIMUM LOAD HUNG FROM ANY STRUCTURAL MEMBER FOR MEP DUCTWORK, PIPING ETC OVER THE MEMBER’S TRIBUTARY AREA IN A WAY THAT THE DESIGN SUPERIMPOSED DEAD LOADS LISTED IN CONTRACT DOCUMENTS ARE NOT EXCEEDED. THE CONTRACTOR SHALL COORDINATE THE LOADS OF ALL TRADES AND PROVIDE ADDITIONAL SUPPORT OR DISTRIBUTION FRAMING AS REQUIRED TO ACHIEVE THE ALLOWABLE LOAD DISTRIBUTION.

GR-9 APPLY DETAILS, SECTIONS, AND NOTES ON THE DRAWINGS WHERE CONDITIONS ARE SIMILAR TO THOSE INDICATED BY DETAIL, DETAIL TITLE OR NOTE.

PI

SHOW ALL COPES, HOLES, OPENINGS AND MODIFICATIONS REQUIRED IN STRUCTURAL STEEL MEMBERS FOR ERECTION OR THE WORK OF OTHER TRADES ON THE SHOP DRAWINGS FOR APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER.

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

CD-4 WIND LOAD DESIGN DATA: MAIN WIND FORCE RESISTING SYSTEM BASIC WIND SPEED, V EXPOSURE WIND IMPORTANCE FACTOR (Iw) BUILDING CATEGORY INTERNAL PRESSURE COEFFICIENT

0 PSF 0 PSF

SS-7

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

CD-3 SNOW LOAD DESIGN DATA: GROUND SNOW LOAD (Pg) FLAT ROOF SNOW LOAD (Pf) SNOW EXPOSURE FACTOR (Ce) SNOW LOAD IMPORTANCE FACTOR (Is) THERMAL FACTOR (Ct)

5 PSF

DE-10 WHERE NEW OPENINGS IN EXISTING CONCRETE SLABS OR WALLS ARE TO BE CREATED, THE DEMOLITION CONTRACTOR SHALL CORE HOLES AT THE OUTSIDE CORNERS OF THE NEW OPENING PRIOR TO DEMOLITION. SAW-CUT AND DEMOLISH SLAB OR WALL ONLY AFTER THE INSTALLATION OF ALL REQUIRED NEW STRUCTURAL FRAMING AND/OR REINFORCEMENT IN PLAN OR SECTION, UON. SAW CUTTING SHALL BE STRAIGHT AND SHALL NOT EXTEND INTO EXISTING SLAB OR WALL TO REMAIN NOR BEYOND THE HOLES CORED AT THE CORNERS OF THE NEW OPENING.

NEW ORLEANS, LOUISIANA

GR-1 AS USED IN THESE GENERAL NOTES: "DRAWINGS" MEANS THE LATEST STRUCTURAL DESIGN DRAWINGS, UON. "SPECIFICATIONS" MEANS THE LATEST PROJECT SPECIFICATIONS, UON. “CONTRACT DOCUMENTS” IS DEFINED AS THE DESIGN DRAWINGS AND THE SPECFICATIONS “SER” IS DEFINED AS THE STRUCTURAL ENGINEER OF RECORD FOR THE STRUCTURE IN ITS FINAL CONDITION. “DESIGN PROFESSIONALS” IS DEFINED AS THE OWNER’S ARCHITECT AND SER. “MEP” INCLUDES, BUT IS NOT LIMITED TO MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION. “CONTRACTOR” IS DEFINED TO INCLUDE ANY OF THE FOLLOWING: GENERAL CONTRACTOR AND THEIR SUBCONTRACTORS, CONSTRUCTION MANAGER AND THEIR SUBCONTRACTORS, STRUCTURAL STEEL FABRICATOR OR STRUCTURAL STEEL ERECTOR. “BASE BUILDING STRUCTURE” IS DEFINED AS THE STRUCTURAL FRAME DESIGNED BY THORNTON TOMASETTI. “STRUCTURE IN ITS FINAL CONDITION” MEANS ALL STRUCTURAL ELEMENTS SHOWN ON THE STRUCTURAL CONTRACT DOCUMENTS ARE INSTALLED AND COMPLETELY CONNECTED AND INSPECTED WITH NO OUTSTANDING NON-COMPLIANCE ISSUES.

CD-2 SUPERIMPOSED DEAD LOADS: MISCELLANEOUS LOADS

LINEAR PARK

GENERAL REQUIREMENTS

MCCNO LINEAR PARK

GR

ASTM A36 ASTM A992 ASTM A36, MINIMUM YIELD STRENGTH 36 KSI ASTM A325 OR A490 ASTM A563 ASTM F436 ASTM F1554 GRADE 55 WITH WELDABILITY SUPPLEMENT S1 HEADED STUDS ASTM A 108, GRADE 1010 THROUGH 1020 HEADED STUD TYPE, COLD-FINISHED CARBON STEEL AWS D1.1, TYPE B. DIAMETER UON E70XX

ISSUED FOR

AT A MINIMUM ALL BOLTED MOMENT AND AXIAL CONNECTION SHALL HAVE PRETENSIONED BOLTS IN STANDARD HOLES. BOLTED MOMENT CONNECTIONS AT CANTILEVERS AND BACKSPANS SHALL USE SLIP CRITICAL BOLTS. DO NOT USE OVERSIZED OR SLOTTED HOLES FOR ANY CONNECTIONS UNLESS SPECIFICALLY INDICATED ON THE DRAWINGS OR APPROVED IN WRITING BY THE SER. SC-10 ALL WELDING SHALL CONFORM TO THE REQUIREMENTS OF THE STRUCTURAL WELDING CODE, ANSI/AWS D1.1, LATEST EDITION. ALL WELD SIZES SHALL BE THE LARGER OF THE SIZE REQUIRED BY CONNECTION FORCES, THE MINIMUM SIZE PER ANSI/AWS D1.1, OR 3/16 INCH MINIMUM FILLET WELD UON. ANY WELD SIZES SHOWN ON THE DESIGN DRAWINGS ARE CONSIDERED EFFECTIVE WELD SIZES AND SHALL BE INCREASED IN ACCORDANCE WITH AWS AS REQUIRED BY GAPS OR SKEWS BETWEEN COMPONENTS.

SC-11 USE RUNOFF TABS AT ALL BEVEL AND FULL PENETRATION WELDS. REMOVE RUNOFF TABS BY NEAT CUTS AFTER WELD IS COMPLETED. GRIND SMOOTH WHERE REQUIRED BY DETAIL. SC-12 WHERE REQUIRED BY DETAIL REMOVE WELD BACK UP BARS AND GRIND SMOOTH AFTER WELD IS COMPLETED. SC-13 FOR TRUSS DETAILING USE A MINIMUM BOLT SPACING OF 3 TIMES THE BOLT DIAMETER AND A MINIMUM EDGE DISTANCE OF 2 INCHES. ALSO REFER TO TYPICAL DETAILS. SC-14 DESIGN, DETAIL, FURNISH AND INSTALL STIFFENERS, CONTINUITY PLATES, DOUBLER PLATES, OR OTHER NECESSARY ADDITIONAL LOCAL STRENGTHENING MEASURES AS REQUIRED. MEMBER SIZES INDICATED ON THE DRAWINGS ARE BASED ON MEMBER BEHAVIOR AWAY FROM CONNECTIONS.

WHERE NO CAMBER IS INDICATED, FABRICATE BEAMS SO THAT ANY NATURAL CAMBER IS UPWARD AFTER ERECTION. SPLICES SHALL BE ALLOWED ONLY AT LOCATIONS SPECIFICALLY INDICATED ON THE STRUCTURAL DRAWINGS UNLESS APPROVED OTHERWISE BY THE SER IN WRITING.

SS-5

FOR STEEL MEMBERS AND EMBEDMENTS EXPOSED TO WEATHER, PROVIDE HOT-DIPPED GALVANIZED FINISH.

SS-6

PROVIDE HOLES IN ALL STEEL AS REQUIRED TO PREVENT ANY ACCUMULATION OF WATER. ALL PENETRATIONS THROUGH MAIN MEMBERS SHALL NOT EXCEED 1 1/8" DIA. AND SHALL BE GROUND SMOOTH. THESE DRAINS MUST BE KEPT CLEAN AND OPEN.

DRAWING TITLE

GENERAL NOTES

SHEET NO.

S0.00

ABBREVIATION

X - INDICATES CHANGE IN T/STRUCTURAL SLAB ELEVATION

RD-3 ROOF DECK AND ITS ANCHORAGE TO STRUCTURAL FRAMING SHALL BE CAPABLE OF WITHSTANDING A MINIMUM NET UPLIFT FORCE OF 50 PSF.

THIS MATERIAL SHALL BE IN ADDITION TO THAT INDICATED ON THE CONTRACT DOCUMENTS. THE BID PRICE SHALL PROVIDE FOR THE DETAILING, FABRICATION, DELIVERY, AND INSTALLATION OF THE MATERIAL IN THE BUILDING IN SUCH SIZES AND FORMS AS THE ARCHITECT AND STRUCTURAL ENGINEER MAY DIRECT, WITHOUT ADDITIONAL COST TO THE OWNER.

3.

THE STRUCTURAL STEEL SUBCONTRACTOR SHALL INCLUDE IN THE BASE BID THE IN-PLACE COST OF THE FOLLOWING ITEMS: [XX] TONS OF MEMBERS WEIGHING 50 POUNDS PER LINEAR FOOT AND GREATER. [XX] TONS OF MEMBERS WEIGHING LESS THAN 50 POUNDS PER LINEAR FOOT. [XX] BEAM WEB PENETRATIONS AND REINFORCEMENT AS INDICATED IN THE TYPICAL DETAILS.

BN-4

RD-5 HANG NO LOAD DIRECTLY FROM STEEL ROOF DECK WITHOUT THE PRIOR APPROVAL OF THE DECK SUPPLIER AND REVIEW BY THE SER. BN-5

SPECIAL INSPECTIONS

SI-1

THE FOLLOWING STRUCTURAL ITEMS REQUIRE SPECIAL TESTING AND/OR INSPECTIONS:

AC

ARCHITECTURAL CLADDING

AC-1

TYPICAL DETAILS INDICATE GENERAL CRITERIA FOR ASSUMED CONNECTIONS OF ARCHITECTURAL CLADDING TO BASE BUILDING STRUCTURE. PROVIDE DESIGNS THAT MEET INDICATED CRITERIA AND CONFORM TO LISTED CODES AND STANDARDS. REFER TO SUBMITTALS SECTION IN THESE GENERAL NOTES FOR ADDITIONAL REQUIREMENTS.

INDICATES 6 1/4" LWC SLAB ON 3" (20 GAGE) STEEL DECK WITH 6x6-W2.9xW2.9 WWR

S2

INDICATES 7 1/2" NWC SLAB ON 3" (18 GAGE) STEEL DECK WITH #4 @ 12" EACH WAY TOP CONTINUOUS BARS

DRAWING LISTS, GENERAL NOTES, AND LOADING DIAGRAMS

S0 SERIES DRAWINGS

IF NO CONNECTION FORCES ARE INDICATED ON THE DRAWINGS, STRUCTURAL STEEL SUBCONTRACTOR SHALL ASSUME THAT BEAM AND GIRDER CONNECTIONS ARE CAPABLE OF DEVELOPING AT LEAST 50 PERCENT OF THE UNIFORMLY DISTRIBUTED LOAD CAPACITY OF THE MEMBER USING THE REACTION FROM THE ALLOWABLE LOAD OF THE BEAM AS TABULATED IN THE AISC LRFD MANUAL OF STEEL CONSTRUCTION. FOR COMPOSITE BEAMS MULTIPLY THE UNIFORMLY DISTRIBUTED LOAD CAPACITY BY 2.0 TO ACCOUNT FOR THE TRANSFORMED COMPOSITE CROSS SECTION.

TYPICAL FOUNDATION DETAILS

S2 SERIES DRAWINGS

LATERAL SYSTEM ELEVATIONS, CONNECTION FORCES, AND DETAILS

S3 SERIES DRAWINGS

CONCRETE SUPERSTRUCTURE SCHEDULES AND DETAILS

S4 SERIES DRAWINGS

CONTRACT DOCUMENTS ISSUED FOR BID ARE NOT ISSUED FOR CONSTRUCTION UNLESS SPECIFICALLY NOTED AS "ISSUED FOR CONSTRUCTION".

STEEL SUPERSTRUCTURE SCHEDULES AND DETAILS

S5 SERIES DRAWINGS

MASONRY DETAILS

S6 SERIES DRAWINGS

5. AT STAIRS , SEE TYPICAL DETAILS FOR TC, TCS, AND KICKER REQUIREMENTS (ST-BM-27 TO 29)

1

STRUCTURAL STEEL COLD FORMED STEEL

S1

4. FOR ADDITIONAL INFORMATION REFER TO THE FOLLOWING DRAWINGS:

[ABBREVIATIONS AND SYMBOLS Note – Abbreviations are included in the REVIT Template title sheet] SI

INDICATES DECK SPAN DIRECTION

ST-PL-02A_TYPICAL SHEET NOTES 12" = 1'-0"

STEEL BEAM LEGEND SIZE BEAM WEB PENETRATION MARK (SEE SCHEDULE)

POST-INSTALLED ANCHORS

MOMENT CONNECTION HILTI, TULSA, OK

OVERHEAD AND/OR CONSTANT TENSION EPOXY ANCHOR INSTALLATIONS NOT SHOWN ON THE DRAWINGS SHALL NOT BE PERMITTED UNLESS EACH CONDITION IS REVIEWED AND APPROVED IN WRITING BY THE SER. V M P H T TF

FIELD DRILLED EXPANSION ANCHOR SYSTEMS USED FOR DESIGN: SEISMIC DESIGN CATEGORY A - F KWIK BOLT TZ HILTI, TULSA, OK SEISMIC DESIGN CATEGORY A - B AT LOCATIONS SPECIFICALLY NOTED IN DETAILS ONLY KWIK BOLT 3 HILTI, TULSA, OK FIELD DRILLED THREADED SCREW ANCHOR SYSTEMS USED FOR DESIGN: HUS-EZ HILTI, TULSA, OK

3/15/2017 1:22:36 PM

C:\Scratch\T14080_MCCNO LINEAR PARK_STRUC R16_khenkhaus.rvt

PA-4

ALTERNATIVE SYSTEM EQUIVALENT TO OR EXCEEDING THE PROPERTIES OF THE SYSTEMS ABOVE WILL BE CONSIDERED AS A SUBSTITUTION REQUEST. SEE PROJECT SPECIFICATIONS.

PA-5

ANCHORS ARE TO BE MINIMUM 3/4” DIAMETER WITH A MINIMUM EMBEDMENT OF 6", UON.

PA-6

INSTALL ANCHORS TO MEET THE REQUIREMENTS INDICATED IN THE CONTRACT DOCUMENTS AND THE MANUFACTURER' S RECOMMENDATIONS.

PA-7

LOCATE, BY NON-DESTRUCTIVE MEANS, AND AVOID ALL EXISTING REINFORCEMENT PRIOR TO INSTALLATION OF ANCHORS. IF EXISTING REINFORCING LAYOUT PROHIBITS THE INSTALLATION OF ANCHORS AS INDICATED IN THE DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE DESIGN PROFESSIONALS IMMEDIATELY.

PA-8

INSTALL MASONRY ANCHORS IN SOLID MASONRY OR IN HOLLOW MASONRY THAT HAS BEEN GROUTED SOLID AT LEAST ONE COURSE ABOVE AND ONE COURSE BELOW THE ANCHOR, UON.

V42 A M50 P200 H20 T20 X'-XX"

SEISMIC DESIGN CATEGORY A - B AT LOCATIONS SPECIFICALLY NOTED IN DETAILS ONLY HIT-HY 150 MAX EPOXY ADHESIVE ANCHOR HILTI, TULSA, OK

PA-3

DENOTES BRACED FRAME (SEE BRACED FRAME ELEVATIONS)

ADHESIVE ANCHOR SYSTEMS USED FOR DESIGN: SEISMIC DESIGN CATEGORY A - F HIT-HY 150 MAX-SD EPOXY ADHESIVE ANCHOR

PA-2

NUMBER OF HEADED STUDS EQUALLY SPACED BETWEEN BEAMS

2

REQUIRED CAMBER (NONE IF OMITTED) W18x40 (30) c=1" V50 [-1 1/2"]

P100 TF200

COLLECTOR CONNECTION DEVIATION FROM TYPICAL T/STEEL ELEVATION

INDICATES FACTORED VERTICAL SHEAR IN KIPS (SEE SCHEDULE IF OMITTED) INDICATES FACTORED END MOMENT IN KIP-FEET (SEE SCHEDULE IF OMITTED) INDICATES FACTORED END AXIAL FORCE IN KIPS INDICATES FACTORED HORIZONTAL SHEAR FORCE IN KIPS INDICATES TORSIONAL MOMENT IN KIP-FEET INDICATES AXIAL FORCE TRANSFERRED THROUGH THE CONNECTION JOINT IN KIPS

ST-PL-03_STEEL BEAM LEGEND 12" = 1'-0"

MEZZ MFR MID MIN MISC NIC NO NOM NS NTS NW NWC OC OD OF OH OPNG(S) OPP OSL PC PCY PERP PG PL PRC PRLL

PSF PSI PT RAD REF REINF REQD S&T SCHED SDL SECT SER SF SHT SIM SLRS SOG SP SPEC(S) STD STL STR STRCTL SYM T T&B T/ TEMP TEN THK TYP UON V VERT VIF W/ W/O WD WP WPFG WS WWR

POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH POINT OR POST-TENSION(ED) OR (ING) RADIUS REFERENCE REINFORCE(D) (ING) OR (MENT) REQUIRED SHRINKAGE AND TEMPERATURE SCHEDULE(D) SUPERIMPOSED DEAD LOAD SECTION STRUCTURAL ENGINEER OF RECORD SQUARE FOOT (FEET) SHEET SIMILAR SEISMIC LOAD RESISTING SYSTEM SLAB ON GRADE SPACE SPECIFICATION(S) STANDARD STEEL STRUCTURE STRUCTURAL SYMMETRICAL TENSION TOP AND BOTTOM TOP OF TEMPERATURE OR TEMPORARY TENSION THICK OR THICKNESS TYPICAL UNLESS OTHERWISE NOTED SHEAR VERTICAL VERIFY IN FIELD WITH WITHOUT WOOD WORK POINT WATERPROOFING WATERSTOP WELDED WIRE REINFORCEMENT

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

BN-3

RD-6 DECKING CONTRACTOR SHALL COORDINATE DECK OPENING SIZES AND LOCATIONS FROM ARCHITECTURAL AND MEP CONTRACT DOCUMENTS, PROVIDE HEADER MEMBERS OR REINFORCEMENT AS REQUIRED BY TYPICAL DETAILS EVEN IF NOT SHOWN ON THE PLANS, AND SUBMIT PROPOSED OPENINGS THROUGH SLAB/DECK FOR REVIEW BY THE DESIGN PROFESSIONALS.

X" 2. T/STEEL EL+14'-5 3/4" UON

BN-2

RD-2 PROVIDE STEEL ROOF DECK WITH DEPTH AND MINIMUM GAGE INDICATED ON DRAWINGS. PROVIDE ANCHORAGE TO SUPPORTING MEMBERS AS INDICATED ON DRAWINGS.

RD-4 ROOF DECK AND ITS ANCHORAGE TO SUPPORTING MEMBERS SHALL MEET THE FOLLOWING MINIMUM FASTENING REQUIREMENTS AT ENDS OF UNITS AND AT ALL INTERMEDIATE SUPPORTS: BY PUDDLE WELDS NOT LESS THAN [5/8] INCH DIAMETER SPACED NOT MORE THAN [12] INCHES ON CENTER MAX. SIDE LAPS OF ADJACENT UNITS: SHALL BE FASTENED BY SIDE SEAM WELDING OR SIDELAP SCREWS SPACED PER MANUFACTURERS ENGINEERED CALCULATIONS WITH A MAXIMUM SPACING OF 24 INCHES ON CENTER. ARC SEAM WELDS SHALL BE A MINIMUM OF 1-1/2 INCH BY 1/2 INCH.

THE CONTRACTOR'S AND ALL SUBCONTRACTOR'S BIDS SHALL INCLUDE ADD/DEDUCT UNIT PRICES FOR EACH OF THE ITEMS LISTED. THE COST FOR ANY UNUSED PORTIONS OF THE LISTED QUANTITIES SHALL BE CREDITED TO THE OWNER.

ADDITIONAL ADJACENT ALTERNATE APPROXIMATE ARCHITECT OR ARCHITECTURAL BOTTOM OF BACK TO BACK BALANCE BUILDING BLOCK BLOCKING BEAM BOTTOM BRIDGING BEARING BETWEEN COMPRESSION CENTER TO CENTER CAST-IN-PLACE CENTER LINE CLEAR OR CLEARANCE CONCRETE MASONRY UNIT COLUMN COMPRESSION CONCRETE CONNECTION(S) CONSTRUCTION CONTINUOUS REINFORCING BAR DIAMETER DOUBLE DEMAND CRITICAL WELD DEGREE(S) DETAIL DIAMETER DIAGONAL DIMENSION(S) DEAD LOAD DRAWING(S) DOWEL(S) EACH ECCENTRICITY EACH FACE ELEVATION ELECTRICAL ENGINEER EDGE OF SLAB EQUAL EQUIPMENT EACH WAY EXPANSION EXISTING EXTERIOR FACE TO FACE FINISH(ED) FLOOR FOUNDATION FIREPROOF(ING) FAR SIDE FOOTING GAGE, GAUGE GALVANIZED GRADE BEAM GENERAL GRADE HOOK HORIZONTAL HIGH POINT HEIGHT INSIDE DIAMETER INSIDE FACE INFORMATION INTERIOR INTERMEDIATE JOIST(S) JOINT KIPS (1,000 POUNDS) KIP PER LINEAR FOOT KIP PER SQUARE FOOT LIVE LOAD LONG LEG HORIZONTAL LONG LEG VERTICAL LONGITUDINAL LOW POINT LIGHTWEIGHT LIGHTWEIGHT CONCRETE MOMENT MATERIAL MAXIMUM MOMENT CONNECTION(S) MECHANICAL MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION MEZZANINE MANUFACTURER MIDDLE MINIMUM MISCELLANEOUS NOT IN CONTRACT NUMBER NOMINAL NEAR SIDE NOT TO SCALE NORMAL WEIGHT NORMALWEIGHT CONCRETE ON CENTER OUTSIDE DIAMETER OUTSIDE FACE OPPOSITE HAND OPENING(S) OPPOSITE OUTSTANDING LEG PIECE POUNDS PER CUBIC YARD PERPENDICULAR PLATE GIRDER PLATE PRECAST PARALLEL

NEW ORLEANS, LOUISIANA

STEEL FOR DECK ASTM A653, MINIMUM YIELD STRENGTH OF 33 KSI HOT-DIP GALVANIZING ASTM A653 G60 ROOF DECK SHALL BE HOT-DIP GALVANIZED, UON

BN-1

ADDL ADJ ALT APPRX ARCH B/ B/B BAL BLDG BLK BLKG BM BOT BRDG BRG BTWN C C/C CIP CL CLR CMU COL COMP CONC CONN CONST CONT db DBL DCW DEG DET DIA DIAG DIM(S) DL DWG(S) DWL EA ECC EF EL ELEC ENGR EOS EQ EQUIP EW EXP EXST EXT F/F FIN FLR FND FP FS FTG GA GALV GB GEN GR HK HORIZ HP HT ID IF INFO INT INTRM JST(S) JT K KLF KSF LL LLH LLV LONG LP LW LWC M MATL MAX MC MECH MEP

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

BID NOTES

LINEAR PARK

BN

RD-1 STEEL ROOF DECK SHALL CONFORM TO THE FOLLOWING STANDARDS AND MATERIAL PROPERTIES:

PA-1

DESCRIPTION

SHEET NOTES:

STEEL ROOF DECK

1. T/STRUCTURAL SLAB EL+15'-0" UON THUS:

PA

ABBREVIATION

MCCNO LINEAR PARK

RD

DESCRIPTION

DATE

ISSUED FOR

05/08/15

75% CD

01/31/2017

PRICING SET

03/15/17

PERMIT SET

DATE

REVISION

PROJECT NO.

T14080.00

DRAWN BY

SGR

CHECKED BY

KWH

ISSUED FOR

DRAWING TITLE

GENERAL NOTES

SHEET NO.

S0.01

9.30 9. 9. 30 30

C

C

S

C

S

C

C

S

C

S

S

C

S

C

S

S

DD 15 15 15 """

30 8.

Cut Cross Cut

T

T T

D

D

D

D D

H

D

Y

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8. 05

D

H

D

D D

Y

D

Y Y

D

D

Y

walk

S

S

S

W

D

D

D

D

Y

Y

Y

Y

D

1188""

WW

1

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TL TL TL

JULI A

23+00

S

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SQ 7

12"" 12

9' 99' 221 221.9 221.99

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WVV W W V

Y

Y

D

TL TL TL

12" 12" 8" 8"

8" 8"

+ 0 24+0 24+00

19.64' 19.64'

23+00 + 23+00

10" 10"

1122 ""

GG

D

D

D

D

D

D

Y

Y

10" 10"

D

Y

D

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GG

D

H

D

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D

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W

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D

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W

W

E

E

D

Y

112 23 3.4 .4 49 9''

DD

W

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D

H

24+00

O

D

H

H

00 00 24+ 24+ 24+00

C

S

O

D

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24+00

S

S

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00 23+00 23+ 23+00 00 23+

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18"" 18

Y

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4455"x "x773 3 1/ 1/22 "" (P DD (PLA LANN ))

Y

Y

S

S

D

S

S

D

D

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19.64' 19.64'

D

S

D

S

15"" 15

W

W

D

W

JULIA STJRUEL JJU U SLLTIIA EIA A RS STT E E..T T STREET

WW

W W

33.0' 33.0'

25.2' 25.2' 25.2'

W

MCCNO LINEAR PARK

2 S2 00 1 S2 00

PB

2

NEW ORLEANS, LOUISIANA

XX. .XX XX



XX. .XX XX



Y

33.1' 33.1' 33.1' 33.1'

XX. .XX XX

25.0' 25.0'

8. 00

8. 00

7. 90

7. 90



XX. .XX XX



XX. .XX XX



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WW

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7. 80

20.1' 20.1' 20.1'

7 7. .80 30

12"WW 12"

WW

MATERIALL 12"; 12"; MATERIA N UNKNOW UNKNOWN

25.2' 25.2' 25.2'

D

D

Y

Y

25.0' 25.0' 25.0'

8" 8"

H

H

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V G

V G

V G

V G

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Y

Y

Y

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20+00 00 00 00 20+ 20+ 20+

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18 18 ""

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25.1' 25.1' 25.1'

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45"x73 48"; 48"; 45"x73 1/2" 45"x73 MATER MATER1/2" (PLAN) 1/2" IAL IAL UNKN (PLAN UNKN (PLAN) OWN ) OWN DD

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12" 12"

12" 12"

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17+00 +

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25.3' 25.3' 25.3'

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CAST CAST 12" 12" C IRON IRON

25.2' 25.2' 25.2'

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55. .33 44

37.1' 37.1' 37.1'

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D

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15+00 ++ 15+00

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9.

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27.2' 27.2' PLAN PLAN

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13+00

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4 4..9 94 4

 

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27.9' 27.9' 27.9'

+ 14+00

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9. 15

20

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9. 50

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6 6..3 3

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24.9' 24.9' 24.9'

26.6' 26.6' PLAN PLAN

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9.9. 9.82 82 82

9.81 9.9. 81 81 1010 10 .5 .52 .522

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DD

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21" D D 21"

1010 10 .4 .48 .48 8

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C

C

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C

S S

S S

S

S S

S S

S S

C

S S

S

S S

10 1010 .0 .07 .07 7

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10+00 ++ 10+00

S S

9.9. 9.52 52 52 9.9. 9.44 44 44

S S

10+00

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PLAN D DPLA N

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ESKEW+DUMEZ+R PPLE 365 CANAL ST STE 3150 NEW ORLEANS LA 70130 504 561 8686 ESKEWDUMEZR PPLE COM

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SITE PLAN - POYDRAS ST. TO JULIA ST.

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CONVENTION CENTER BLVD.

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8.92 8. 8. 92 92 9. 9.56 9. 56 56

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8.72 8.72

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8.71 8.71 8.71

8.48 8.48 8.48

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8"∅ CLASS 111 RCP W/R.G.J. SLOPE P P P 2.0%

9.09 9.09 9.09

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OHE OHE OHE

9.07 9.07 9.07

9.18 9.18 9.18 9.22 9.22 9.22

9.17 9.17 9.17

8.97 8.97 8.97

9.15 9.15 9.15 9.15

8.79 8.79 8.79

3 3'6"∅ 4.9 23 145.2 45 145.23'

9.33 9.33 9.33

OHE OHE OHE

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OHE OHE OHE

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9.47 9.47 9.47

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9.55 9.55 9.55

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7.88 Top El. 7.88 Top El. 7.88 El. Top 4.18 El. 4.18 North Inv El. 4.18 El. North Inv Inv North 4.18 El. 4.18 Inv El. East East Inv 4.18 El. Inv East D D 15" 15" .25

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9.35 9.35 9.35 9.08 9.08 9.08

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P 7.53 P 8.94 West 8.35 Inv E 8.35 P Can't NE 8.00 D 8.00 6 P 7.53 D P P "∅ SW 9.48 P P Top 8.94 122" SW 8.00 SW 8.12 8.39 8.35 C 30" 9.36 9.36 P P P P6"∅ TIME WARNER D P 9.25 D LO P P 8.48 CLA S 7.47 P 9.28 SW 7.47 El. P 7.92 S 0 7.59 P 8.39 El. SW 7.92 P 7.59 5. 30" SW O El. P CLASS Top ' 8.59 Top P 8.59 CLASS D 5 6"∅ 9.36 8.48 2 111 82.71 7.47 9.63 D 8.59 " 8.59 18" 9.63 9.28 82 7 ' 7.59 SW El. 58.4 58.7 Top El. 9.25 2.95 1 El. Top El. 7.92 6"∅ 8.26 T V CLASS 11 1 S 8.26 8.89 8.89 8.59 El. X"∅ CLASS 8.86 L 9.14 D .36 .W/R.G.J. 8 P.O.C. 8.59 El.P9.14 18" D X"∅ RCSW 8.02 P P P P P P P P P 58.7 El. 8.02 8 0 6"∅ 8.80 82.71 8.80 Top El. 58.7 2.95 P El. 9.63 8.26 9.43 El. SW Top 9.43 P CLASS 9.53 9.44 Inv Inv P MATERIA 9.44 8.89 111 SW TL P D W/R.G.J. 58.4 SW P North North P 5.47 8.02 N D RCP 18"; 61.0 8.86 El. 9 8.11 P El. 8.11 111 5 . El. TL RCP P 8.80 9.14 8.38 8.17 8.17 9.41 CLASS 8.38 9.41 NE Inv Top El. sag SLO W/ 9.57 20 NEW NEW 8.24 low SW 8.24 9.57 low sag DTop 8.55 Inv El. 2.95 9.44 9.43 EL D x  SLOPE El. 8.55 9.53 SW CLASS SW P P P P P P I El. 61.0 Top Inv El. 5.47 9.53 COX 8.11 sag 111 RCP NNEL 8.17 8.38 sag 46' 72.46 bench low 8.37 3.34 C bench low 11.2 72 El. 3.34 PE R.G .Jlow 9.41 8.24 TUNN D 8.55 18"El. DTop Inv El. 111 RCP North Inv TU SW North Inv 2.90 SW sag 8.79 TL NE El. 2.90 W/R.G.J. North 8.79 sag P P P P P P P P P low sag 5 UNKNOW 9COX 20 RCP SLOPE SW 111 9.53 low 0.5 8.37N COX 9 C0.005% D bench '43"W 9 D El. D South Inv El. 72.46' 9.35 0 0 .5% 18" El.Inv South N02°19 sag . 9 9.57 SW N02°19 ° '43"W 8.79 2.90 9.22 2.70 SW 15"; MATERIA L low W/R.G.J. TL 9.35 North Inv El. 3.34 Box El. 2.70 % D .Box 9 TUNNEL D Inv B .0 O 0.005% North .5 8.46 8.46 1 North ° '05"W W/R.G.J. 9.26 W/R.G.J. South Inv El. N02°24 FIRE NAME" P 9. 62 7.64 "STREET '43"W SW SW P 6 1 2.70 3.34 9.22 P 8.99 .5 D El. 3.34 7.64 1.0% N02°19 P El. 1" 64.6 D Inv El. TL RCP El. 7.58 TL SLOPE X% 6.0 Box 7.58 .5 6"∅ CLASS 111 RCP 8.99 9.35 8.46 South Inv P P PTop 7.64 North El. 9.23 South 11.24 9.23 9.2 9.37 8. 9 9.43 SW 8"Inv El. P P '05"W Top El. T9.2 9.32 9.37 N02°24 9.32 9.43 N SW Top El. 0 BENCH 7.58 7 9.26 TL Top D SLOPE 0.5% UNKNOWN El. 64.6 TL TL UNKNOW 2 7.60 2 D SW D 9.37 El. 2.60 7.60 9.37 Ms P P P P P P P P 9.26 9.23 South Inv El. 3.34 .2TL HYDRANT SIGNS 1 Inv 9.26 SW D 3 P 9.2 1. COX 9.32 D D C C 18" 9.37 Top El. 8.99 7.80 P P El. 9.43 70 7.60 TL . 12" sag South C SW DBC NEW TL low 5.59 W/R.G.J SW Ms 7.80 BC SW Inv El. 2.60 69.5 3.99 9.37 El. 69.5 El. 7.80 El. 3.99 9 Inv El. 9.26 7'W/R.G.J 9.70 W/R.G.J.. 47 Inv El. South 4.05 Qv RCP D 12" D SLOPE 18" 18" sag D 284.4 284 P P P P P P9 P P P Top North Inv 0 North TL SW 111 52.0 NEW low 12" RCP 9.11 4D.45 SW 15 D 9.11 SW North Inv El. 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N02° G TL G UGE SW G 8.67 PE "W 7.22 d 8.74 d) 3 8.74 7.19 West Inv El. 3.66 7.68 7.22 7.49 2" top W El. SW NEW Po ed) 8.10 19'43 Top El. 10.00 12" on Top (Poste D 6 D car 8.72 20 (Post El. G N02° 8.72 lot G SW 7.75 No 8.16 1" Top No. 201 UGE Munic 7.22 16" 7.68 pa W D 8.67 D parking EB pal No. 8.74 10' G B Mun 3.79 UGE G Municpal G car on top El. 3.79 7.98 10.00 8.10 SW 12" North 7.75 8.70 D 8.72 Inv El. El. 2.72 8.70 Top El. EB North Inv 8.65 GUGE South Inv D SW 16" 8.01 m Inv El. 1.10 UGE PLAN G Bottom B UGE 8.13 North Inv El. 3.79 SW Top El. 7.46 "SPEED LIMIT" SIGNSCO 7.98 8.41 ry UGE 8.41 W D 8.70 South Inv El. 2.72 PE PLAN 2-Sto 8.65D G UGE ory 12" 8.01 2-S 2-Sto C West Inv El. 3.79 8.39 UGE PLAN G PVC SW 8.13 2.62 Bottom Inv El. 1.10 UGE 8.39 SW D 8.41 West Inv El. G PLAN UGE W 8.47 D SW 8.89 UGE G El. 9.9 Top El. 8.44 G 8.78 West Inv El. 3.79 D South Inv El. 3.66 El. 8.78 SW 8 Top El. 8.39 West Inv El. 2.62 G Top C BIKE RACK PVC ST. Top El. 8.44 8.47 82 Top 8 D WARNER 8.89 8.85 8.86 FRONT D E S . 8.85 . SW 9.9 9.74 S. ST. El. El. TIM T RON 8.78 El. Top Top 739 E 1 S .90 9.40 mud TE'S 12" Top .0 D 9.40 MULA full of m ES 9 43 9 North Inv El. 739 S. FRON A TE'S S02°19'43" MU D 8.86 PL West Inv El. 3.66 MULA mud 3 8.85 full of m 9.40 D 9.37 Top El. full of mud 12" D Inv9.74 8.76 1"1 PE El. 4.74 9.07 ARD PLAN North Inv El. .90 East S02°19'43"E full of mud pipes 9.37 9.04 NHARD ARD D RE can't see AUGU REINH 8.76 AN S South Inv El. .60 9.07 B REINH ST B 9.05 NE AUGUST East Inv El. 4.74 W can't see pipes 12"; MATERIAL 9.04 Top El. 8.42 BASELINE .60 El..50 CBD-8 InvEl. TIME WAR NER South ZONED South Inv El. 1.84 8.66 El. 8.66 9.05 Inv Top El. 9.40 El. .50 Top W East Inv ZONED CBD-8 8"; MATERIA L 8.66 stub pole 1.84 10 BASELINE East Top El. 8.42 El. 8.66 Top El. UNKNOWN Top -2 (LOTS South MATERIALL 1-2) O S 1-2) 9.40 2.14 6"; MATERIA Top El. 8.66 El. El. 2.14 .03 North Inv El. 3.77 Inv Inv (LOTS 6"; El. Inv El. .50 8.66 SE Inv 9.00 stub pole East SE Top El.Inv 5.66 El. 3.77 .40 WN Inv 0+00 El. El. NE Inv 8.94 Inv West UGE UNKNO El. Sta: 3.96 S a 10+00 North 9.00 North Inv El. 3.96 5.66 10.6 SE Inv El. 2.14 UGE NE Inv El. El. South Inv El. 3.77 UNKNOWN 8.94 UGE 10+00 West Inv El. .40 North 4.16 Sta: 4 E 9.24 South Inv 24 05"E UGE S02°24'05 parking lot 72 856 El. 3.86 South Inv El. 3.77 N 528972.856 East Inv 45.2' South Inv El. 4.16 W El. 8.88 Top 9.24 S02°24'05"E 6 1" PE East Inv El. 3.86 N 528972.85 45.2' 383.3 8 3.76 W El. 8.88 Top 0 West Inv El. 8.3 41.87 7.34 4 870 Top El. .3 E 36825 South Inv El. 2.88 63'6 N Tr 6'' Top El. 7.34 West Inv El. 3.76 N 28.0 2.88 9.57Inv El.1.58 541.870 U South E o3682 El. ' 2.99(6") UG 7.34 Tr El. Top ) El. Pipe Top 2 GE Cut East Inv 8.0' PLA E Cross Cu C Top Pipe El. 2.99(6" ) East Inv El. 1.58 PLAN Cross Cut WV Top Pipe El. 2.99(6" D N TIME WARNER West Inv El. 2.78 7.01 El. 7.01 D Top CU El. WV 7.01 Top 7.02 with El. El. CU 8 2.78 Top Top 7.02 h CU ZONED El. El. CBDw Inv 9.86 with El. Top 7.02 West Top El. 9.86 Top El. Top 38.3 44.8' 10 ZONED 4.61 ZONED CBD-8 ZONED CU El. Inv 10"" South 4.61 El. South 4.61 5.22 Inv 5.36 El. El. 9.86 Inv El. 6 Inv 5.22 5.36 pipe box Top El. ANY of ' El. 4 South North utility 4.8' Top of pipe North Inv El. 5.22 JAZZ AZZ COMP North Inv HARRAHS 2.51 ANY El. Inv COMP 2.51 El. ") 2.51 Inv Bottom m Top of pipe El. 5.36 JAZZ El. 4.62(12 Inv ") Bottom B SW Bottom El. HARRAHS 4.62(12") D Inv SW El. 4.62(12 Inv El. Tr SW Inv D WV E/W to Thru E/W Pipe Drop to E/W Pipe to Drop Thru Pipe Drop Thru ZONED CU D

1

NORC-3

0.15' 0 5 0.15'

'05"W N02°24 ° '05"W N02°24 N02°24'05"W

"" 1122

TTLLTL

3

14X

'08"W N75°59 ° '08"W N75°59 N75°59'08"W

t-2 -2 Distric D Bu ness ercial a Busin Comm ercial ss District-2 Busine Comm CBD-2 ZONED ZONED CBD-2

6

DD

LLTL TTW SSW SW

W SSW SW

NORC-7

" D 112 2" D

El. Top 8.79 El. 8.79 Top El. 8.79 Top 4.39 NE El. 4.39 Inv El. 4.39 NE Inv El. Inv NE 4.39 Inv 4.39 SE El. 4.39 Inv El. SE Inv El. SE OHE OHE 4.39 OHE El. Inv El. 4.39 West West Inv 4.39 West Inv El.

O

O

9.40 9.40 9.40

9.54 9.54 9.54 9.54

O

O

O OH O H HE E E

TTLLTL WSW SSW

WSW S SW

4

3

2

1

9.46 9.46 9.46 9.76 9.76 9.76

entering g pipes enterin closed pipes closed goes and goes e and manhol manhole ground vertical into ground vertical into

O

O

(typical) l) striping striping (typical) parking (typica parking striping parking

SITE PLAN - JULIA ST. TO GAIENNE ST. 1" = 50 -0" DATE

5 S2 00

6 S2 00

SSUED FOR

05 08 15

75% CD

01 31 2017

PR C NG SET

03 15 17

PERM T SET

DATE

REV S ON

PROJECT NO

T14080 00

DRAWN BY

SGR

CHECKED BY

KWH

7 S2 00

4 S2 00 SSUED FOR

3 S2 00 PB

1 SS2 01

PB

2 S2 02

PB

3 15 2017 1 22 49 PM

C Scra ch T14080_MCCNO L NEAR PARK_STRUC R16_khenkhaus rv

1 S2 02

TRUE NORTH

2 S2 01

3

N

DRAW NG T TLE

OVERALL PLAN

SITE PLAN - JULIA ST. TO GAIENNE ST. 1" = 50 -0" SHEET NO

S1.00

C7-8

37.85

42.7 38 C7-7

C7-6

C7-5

C7-4

C7-3

C7-2

38.3

38.45

38.5

38.55

38.7

39.15

40.2

C7-12

C7-11

40.4

C7-10

2 S3.00

C7-1

J9 M5-C K

K1

M5-D

7

SITE PLAN - JULIA ST. TO HENDERSON ST.

6

1" = 10'-0"

34.7

36.3 C5-18

M5-D

C5-17

C5-16

C5-15

36.4

36.5

C5-14

36.6

36.7 C5-13

2 S3.00 C5-12

37

37.15

37.2

37.3

C5-11

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

1 S3.00

37.8

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

37.7

40.6

SITE PLAN - JULIA ST. TO HENDERSON ST. 1" = 10'-0"

2 S3.00

J9 C4-B

C5-B K

K1

C5-A

C4-A

M5-D

15' - 0" C4-10

SITE PLAN - JULIA ST. TO HENDERSON ST.

4

1" = 10'-0"

C3-12

C3-11

C3-10

C3-9

C3-8

C3-7

C3-6

C3-5

C3-4

C3-3

C3-2

C4-9

C4-8

C4-7

C4-6

C4-5

C4-4

C4-3

C4-2

C4-1

SITE PLAN - JULIA ST. TO HENDERSON ST. 1" = 10'-0"

C3-1

C3-B

NEW ORLEANS, LOUISIANA

C5-8

LINEAR PARK

5

C5-9

MCCNO LINEAR PARK

C5-10

C3-A

PB

3

SITE PLAN - JULIA ST. TO HENDERSON ST.

DATE

ISSUED FOR

05/08/15

75% CD

01/31/2017

PRICING SET

03/15/17

PERMIT SET

DATE

REVISION

PROJECT NO.

T14080.00

DRAWN BY

SGR

CHECKED BY

KWH

1" = 10'-0"

C2-16

C2-15

C2-14

C2-13

C2-12

C2-11

C2-10

C2-9

C2-8

C2-7

C2-6

C2-5

C2-4

C2-3

C2-2

C2-1

C2-B ISSUED FOR

C2-A

2

SITE PLAN - JULIA ST. TO HENDERSON ST. 1" = 10'-0"

C:\Scratch\T14080_MCCNO LINEAR PARK_STRUC R16_khenkhaus.rvt

8.3

2 S3.00 C1-18

C1-17

C1-16

C1-15

C1-14

C1-13

C1-12

C1-11

C1-10

C1-9

C1-8

C1-7

C1-6

C1-5

C1-4

C1-3

C1-B

C1-A

3/15/2017 1:22:55 PM

C1-2

1

SITE PLAN - JULIA ST. TO HENDERSON ST.

C1-1

DRAWING TITLE

ENLARGED PLAN OF MOVING WALKWAY CANOPIES

1" = 10'-0"

SHEET NO.

S2.00

MM-3.2

MM-3.3

MM-3.1

MM-4

W12X26

W18X119

W12X79

W21X62

5 S3.01

MM-D

6 S4.01

W12X26

W12X26

EQ

W12X14

W12X14 W12X19

W12X19

EQ

W12X19

W21X62

W21X62

W12X19

W12X19

7 X11 W 24

W18X175

5 X17 W 18

117

UNO

175 8X W1

X W24

0" 10' -

W12X19

W12X14 W12X14

W21X62

0" 11' -

W12X26

W12X26

W12X14

W12X120

MM-H

8 S4.01 W12X14

W12X79

W21X62

1 S3.01

5 S4.01

W21X62

X76 W18

X76 W18

X76 W18

W12X120

W12X26

8' - 7 3/4"

6 S4.01

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MM-3

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

NOTES: 1. 3N18 DECK OR EQUIVALENT 2. ATTACH DECK TO STEEL WITH (2) #12 SCREWS PER FLUTE AND AT 4" OC ALONG SIDE EDGES 3. FOR TYPICAL BEAM CONNECTION DETAILS AT MULTI-MODAL CANOPY REFER TO S4.01

W12X19

W12X19

W12X14

W12X19 W12X79

W12X79 W21X62 MM-C

6 S3.01 W12X26

W12X14 W12X14

W12X26

EQ

0" 11' -

W18X119

2 W12X120 S3.01 7 S4.01

MM-F

W21X62

W21X62

W21X62

W21X68

3 S3.01

W12X14

W12X14

W12X14

W21X62

W21X62

W21X62

W21X62

W12X106

W12X14

EQ

11' - 0"

W12X106

W12X26

W12X26

W12X79

W21X62

7 S3.01

W12X26

MM-B

EQ

10' - 0" UNO

W12X26

W12X79

NEW ORLEANS, LOUISIANA

MCCNO LINEAR PARK

62

X62 W21

X W21

W21X62

LINEAR PARK

W12X120MM-G

W24X192

W24X131

W24X131

W12X26

W12X26

W12X26

W12X26

W12X26

W12X14

W12X14

W12X14

DATE

ISSUED FOR

05/08/15

75% CD

01/31/2017

PRICING SET

03/15/17

PERMIT SET

DATE

REVISION

PROJECT NO.

T14080.00

DRAWN BY

SGR

CHECKED BY

KWH

W12X14

W12X26

EQ

W24X68

W24X117

W24X131

W24X117

W24X68

W12X26

ISSUED FOR

W12X26

11' - 0"

W12X14

W12X14 W12X19

W12X19

W12X106 W16X100

4 S3.01

MM-E

EQ

W12X106 W12X14 W12X19

W12X79

MM-A

EQ EQ

W12X26

W24X68

W12X26

W24X68

W21X62

W21X62

W12X19

W21X62

W21X62

W12X19

W24X68

8 S3.01

W12X14 4 EQ SP

W12X79 W21X62

13' - 5 1/2"

C:\Scratch\T14080_MCCNO LINEAR PARK_STRUC R16_khenkhaus.rvt

W12X19

W12X14 W12X26 W12X19

W12X26

W12X19 MM-1.3

W21X62

5 S4.01 W12X79

MM-2

MM-1.1 MM-1

W12X79

W21X62

5 S3.01

MM-1.2

MM-D

1

MM-1.3

MM-1.2

ENLARGED PLAN - MULTIMDODAL CANOPY - ZONE B 1/8" = 1'-0"

MM-1.1

MM-1

N

2

ENLARGED PLAN - MULTIMODAL CANOPY - ZONE A 1/8" = 1'-0"

TRUE NORTH

MM-2

TRUE NORTH

3/15/2017 1:23:00 PM

DRAWING TITLE

N

ENLARGED PLAN OF MULTI-MODAL CANOPY

SHEET NO.

S2.01

2 S3.02

MC7X22.7 MC7X22

W6X15 B1-B

.7

W6X15 W16X50 TYP

W6X15 W6X15 B1-A

MC7X22.7

B1-8

B1-9

MC7X22

8' - 0 1/2"

16' - 1" TYP

B1-3

B1-4

.7

16' - 4 1/2 "

B1-6

B1-7

MC7X22.7

W12X87

MC7X22.7

W6X15 W6X15

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

1 S3.02

HSS 20X8X3/8 COL. TYP

B1-2

16' - 4 1/2

" B1-1

B2-B

B2-A

B2-1

B3-B

NEW ORLEANS, LOUISIANA

MCCNO LINEAR PARK

B2-2

LINEAR PARK

W12X87

B2-9

B2-3

B2-4

B2-5

B2-6

B2-7

B2-8

B3-A

W12X87

B3-7

B3-8

B3-6

8' - 0 1/2"

16' - 1"

16' - 1"

12' - 0 3/4"

12' - 0 3/4"

8' - 0 1/4"

B3-5

B3-4

B3-3

16' - 4 1/2 " B3-2

16' - 4 1/2 "

2' - 10 1/2 "

DATE

ISSUED FOR

05/08/15

75% CD

01/31/2017

PRICING SET

03/15/17

PERMIT SET

DATE

REVISION

PROJECT NO.

T14080.00

DRAWN BY

SGR

CHECKED BY

KWH

ISSUED FOR

MM-F

4' - 3"

B4-A

B4-8

B4-7

B4-6

B5-B

W12X87

B4-9

B4-10

B4-5

2' - 0"

W12X87

C:\Scratch\T14080_MCCNO LINEAR PARK_STRUC R16_khenkhaus.rvt

3' - 5" B5-A

B4-B

B4-3

B5-7

B5-6

B5-5

B5-4

B5-3

B5-2

B5-1

B4-2 B5-8 B4-1 B5-9

3/15/2017 1:23:04 PM

DRAWING TITLE

ENLARGED PLAN BUS STOP CANOPIES

1

BUS STOP CANOPIES - ENLARGED PLAN 1 1/8" = 1'-0"

2

BUS STOP CANOPIES - ENLARGED PLAN 2 1/8" = 1'-0" SHEET NO.

S2.02

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

1 S2.03

1/4" = 1'-0"

T.O. FRAME EL: SEE ARCH

1 S4.03

NEW ORLEANS, LOUISIANA

PLAN - PLACEMAKING FRAME

LINEAR PARK

5

MCCNO LINEAR PARK

1 S4.03

DATE

ISSUED FOR

05/08/15

75% CD

01/31/2017

PRICING SET

03/15/17

PERMIT SET

DATE

REVISION

PROJECT NO.

T14080.00

DRAWN BY

SGR

CHECKED BY

KWH

2 S4.03

3 S4.03 GRADE 0"

C:\Scratch\T14080_MCCNO LINEAR PARK_STRUC R16_khenkhaus.rvt

1

ISSUED FOR

ELEVATION - PLACEMAKING FRAME 1/2" = 1'-0"

3/15/2017 1:23:05 PM

DRAWING TITLE

ENLARGED PLAN OF PLACEMAKING AND TRELLIS FRAMES

SHEET NO.

S2.03

4 S3.00

EXISTING CONCRETE COLUMNS

HSS14X4X3/8

HSS14X4X3/8 TYP 4

13' - 9"

PLATE 1/2" x 1' - 8"

L4X3X1/4

MC8X18.7

MC8X18.7

MC8X18.7

L4X3X1/4

PLATE 1/2" x 1' - 8"

13' - 9"

S4.00

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

29' - 8 1/4" 3 S3.00

DOUBLE MC12X31 HSS5X0.500 COLUMNS 7' - 5 1/8"

7' - 5 1/8"

7' - 5 1/8"

7' - 5 1/8"

7' - 5 1/8"

WALKWAY CANOPY - TYPICAL PLAN

2

3/8" = 1'-0"

WALKWAY CANOPY AT EXISTING COLUMNS - PLAN 3/8" = 1'-0"

NEW ORLEANS, LOUISIANA

7' - 5 1/8"

LINEAR PARK

1

7' - 5 1/8"

MCCNO LINEAR PARK

7' - 5 1/8"

3 S4.00

2 S4.00

DATE

ISSUED FOR

05/08/15

75% CD

01/31/2017

PRICING SET

03/15/17

PERMIT SET

DATE

REVISION

PROJECT NO.

T14080.00

DRAWN BY

SGR

CHECKED BY

KWH

ISSUED FOR

TYP 7 S4.00

3/15/2017 1:23:09 PM

C:\Scratch\T14080_MCCNO LINEAR PARK_STRUC R16_khenkhaus.rvt

GRADE 0"

3

WALKWAY CANOPY - TYPICAL SECTION 3/8" = 1'-0"

4

WALKWAY CANOPY AT EXISTING COLUMNS - SECTION 3/8" = 1'-0"

NOTES: 1. 1.5B18 DECK OR EQUIVALENT 2. ATTACH DECK TO STEEL WITH (2) #12 SCREWS PER FLUTE AND ATE 4" OC ALONG SIDE EDGES 3. REFER TO 1/S3.00 FOR MEMBERS SIZES UON

DRAWING TITLE

SECTIONS OF MOVING WALKWAY CANOPY FRAME

SHEET NO.

S3.00

3 S4.01

8

3 S4.01

1 TYP S4.01

TYP

W1 8

2 S4.01 W12

7 S5.00

6 S5.00

6 S5.00 GRADE EL = 0' - 0"

1

GRADE EL = 0' - 0"

PORTAL FRAME H 2

1/8" = 1'-0"

T/STL ELEV = 20' - 2"

W21

T/STL ELEV = 19' - 8 3/4"

W18

W12

W12

2 S4.01

W12

TYP

8 W1

W18

W12

T/STL ELEV = 19' - 9 5/8"

W18

W18

1 TYP S4.01

W12

W1

8 W1

1 TYP S4.01

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

MM-5

GRADE EL = 0' - 0"

PORTAL FRAME G

3

1/8" = 1'-0"

PORTAL FRAME F 1/8" = 1'-0"

B1-1

4 TYP S4.01

1 TYP S4.01

1 TYP S4.01 W16

W21

5 S4.01

7 S5.00 GRADE EL = 0' - 0"

5

1/8" = 1'-0"

PORTAL FRAME D

1 TYP S4.01

1 S4.01

W21

W21

W21

W21

DATE

ISSUED FOR

05/08/15

75% CD

01/31/2017

PRICING SET

03/15/17

PERMIT SET

DATE

REVISION

PROJECT NO.

T14080.00

DRAWN BY

SGR

CHECKED BY

KWH

PORTAL FRAME C 1/8" = 1'-0"

ISSUED FOR

4 TYP S4.01

TYP 5 S4.01

W21

T/STL ELEV = 23' - 2 5/8"

ELEV = 22' - 6 1/8"

GRADE EL = 0' - 0"

6

1/8" = 1'-0"

4 TYP S4.01

T/STL

W21

7 S5.00

GRADE EL = 0' - 0"

PORTAL FRAME E

W21

W12

W12

7 S5.00

W21

5 S4.01

W12

W12

W12

5 S4.01

4

4 TYP S4.01 W21

T/STL ELEV = 21' - 10 3/8"

W21

W21

TYP

W12

W16

W21

T/STL ELEV = 21' - 2 5/8"

1 S4.01

NEW ORLEANS, LOUISIANA

B2-1

LINEAR PARK

MCCNO LINEAR PARK

B3-1

W21

W21

W21

T/STL ELEV = 24' - 3 1/4"

C:\Scratch\T14080_MCCNO LINEAR PARK_STRUC R16_khenkhaus.rvt

W12

W12

W12

W12

5 S4.01

7 S5.00

7 S5.00 GRADE EL = 0' - 0"

7

PORTAL FRAME B

GRADE EL = 0' - 0"

8

PORTAL FRAME A 1/8" = 1'-0"

1/8" = 1'-0"

3/15/2017 1:23:20 PM

DRAWING TITLE

SECTIONS OF THE MULTI-MODAL CANOPY FRAMES

SHEET NO.

S3.01

3' - 5"

NOTES: 1. 1.5B18 DECK OR EQUIVALENT 2. ATTACH DECK TO STEEL WITH (2) #12 SCREWS PER FLUTE AND AT 4" OC ALONG SIDE EDGES TYP 3

COLUMN, TYP

S4.02

B1-B

4' - 3"

GIRDER PER PLAN, TYP

2' - 0"

PURLINS PER PLAN, TYP

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

2 S3.02

ROOF DECK, SEE NOTES THIS PAGE

7' - 8 7/8"

4 TYP S4.02

B1-6

1/4" = 1'-0"

B1-B

PURLINS PER PLAN

COL PER PLAN

NEW ORLEANS, LOUISIANA

2 S4.02

LINEAR PARK

MEZZANINE FLOOR 17' - 6"

MCCNO LINEAR PARK

1

BUS SHELTER - TYPICAL PLAN VIEW

DATE

ISSUED FOR

05/08/15

75% CD

01/31/2017

PRICING SET

03/15/17

PERMIT SET

DATE

REVISION

PROJECT NO.

T14080.00

DRAWN BY

SGR

CHECKED BY

KWH

1 S4.02 FIRST Overall GRADE FLOOR Site 0' - 0"

C:\Scratch\T14080_MCCNO LINEAR PARK_STRUC R16_khenkhaus.rvt

2

ISSUED FOR

Section 49 1/2" = 1'-0"

3/15/2017 1:23:23 PM

DRAWING TITLE

SECTIONS OF BUS SHELTER FRAMES

SHEET NO.

S3.02

3/16 3/16

GRID

TYP

3/16 3/16

ROOF DECK PER PLAN

PLATE

ROOF DECK PER PLAN

DETAIL A

2 1/2"

1' - 4" ARCH TO VERIFY

3/8" CONT HORIZ PL

5"

3/8" TAB AT PURLINS WITHOUT CONTINUOUS PL 3/8" PL W/ (1) BOLT

2' - 8 1/2" ARCH TO VERIFY

COLUMN BEYOND PER PLAN

EA SIDE

8 S4.00

2' - 4" ARCH TO VERIFY A -

3/16 3/16

TYP

5/16

3/16 3/16

8 S4.00

3/16 3/16

3/16

1/4

3/8"X1'-1"X1'-1" CAP PLATE

NOTES: 1) 3/4"Ø A325-N BOLTS, UNO 2) MIN BOLT EDGE DIST=1 1/2" UNO 3) SSL HOLES IN SHEAR PL 4) STD HOLES IN BEAM 5) A36 PL

POST PER PLAN HSS POST PER PLAN ARCH TO VERIFY DIM WHERE NOTED: *

1

2

3/4" = 1'-0"

CANOPY GIRDER DETAIL

3

1 1/2" = 1'-0"

7" 7"

3/8"X1'-1" CONT PLATE

OVS HOLES IN CONTINUOUS PLATE

WALKWAY CANOPY SECTION

3/8" STIFF PL @ 3'-9" OC, CENTER ON PURLINS

PURLIN PER PLAN

3-SIDES CONT PLATE, CNTR BTWN POSTS PLATE BEYOND PER 2 / S4.00

3/8" CONT HORIZ PL, SLOT AT STIFFENER PLATES, MAX SLOT= 1/8"+PL THICKNESS

3"

3" MIN

3" 1" * *

3/8" PL @ 3'-9"OC, CENTER ON PURLINS

1' - 3" ARCH TO VERIFY

8"

PLATE PER PLAN

2"

3/8" CONTINUOUS PLATE AT CENTER PURLIN ONLY

2 BOLTS @ 3" OC

3/16 3/16

1' - 2 1/2" ARCH TO VERIFY

(2) BOLTS

PURLIN PER PLAN

2" MAX

TUBE GIRDER PER PLAN

3/8" PL @ 3'-9" OC, CENTER ON PURLINS

4"

3/16 3/16

1"

REF 2 / S4.00 FOR ROOF DECK

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

3/8" SHEAR PL

NOTES: 1) 3/4"Ø A325-N BOLTS, UNO 2) MIN BOLT EDGE DIST=1 1/2" UNO 3) SSL HOLES IN SHEAR PL 4) STD HOLES IN BEAM 5) A36 PL

SHELF ANGLE PER PLAN

3-SIDES

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

GRID

DOUBLE CHANNEL GIRDER PER PLAN

MC8 PURLIN

CANOPY GIRDER DETAIL 1 1/2" = 1'-0"

EXIST COL

5 S4.00

HSS GIRDER PER PLAN WALKWAY CANOPY TUBE GIRDER PER PLAN

EXISTING CONC COL

5/16

HSS GIRDER PER PLAN

3/4" Ø ANCHOR RODS, TYP. SEE SHEET S5.00.

CURVED PL 15" 15"

TYP

HSS POST

3" DIA THRU HOLE CENTERED INSIDE COL

4 3/4"

(2) TRIANGULAR STIFF PL

3/8" CAP PL, W/ STD HOLES

3"Ø HOLE 4 3/4"

COL PER PLAN

4 3/4"

NEW ORLEANS, LOUISIANA

2" TYP

(8) 3/4"Ø HAS THREADED RODS W/ HILTI HIT-HY 200 ADHESIVE, 6" MIN EMBEDMENT

3/8" STIFF PL

2 1/2"

1" PL, GR 50

1/4 1/4

1/4 1/4

5"

4 3/4"

2 1/2"

HOLLO-BOLT

1 3/4" TYP

POST-INSTALLED ANCHOR 2 1/2"

(2) LINDAPTER HOLLO-BOLTS LHBM16#1, CNTR IN HSS

1 3/4"

1/2" CURVED PLATE, MATCH RADIUS OF EXISTING COL, VIF

1/2" PL

STEEL BRACKET BELOW GIRDER

LINEAR PARK

6 S4.00

2 1/2"

1 3/4" 2 1/4"

8"

1 1/2" 4"

1' - 5" 4" 4" 1 1/2"

1 3/4" 2 1/4"

MCCNO LINEAR PARK

1' - 0"

(4)3/4"A325 SC-A BOLTS 1 3/4" TYP

C:\Scratch\T14080_MCCNO LINEAR PARK_STRUC R16_khenkhaus.rvt

4

EXISTING COLUMN BRACKET 1 1/2" = 1'-0"

5

EXISTING COLUMN BRACKET SECTION 1 1/2" = 1'-0"

6

EXISTING COLUMN BRACKET PLAN 1 1/2" = 1'-0"

7

TYPICAL WALKWAY CANOPY BASEPLATE 1 1/2" = 1'-0"

8

TYPICAL WALKWAY CANOPY POST CAP PLATE 1 1/2" = 1'-0" DATE

ISSUED FOR

05/08/15

75% CD

01/31/2017

PRICING SET

03/15/17

PERMIT SET

DATE

REVISION

PROJECT NO.

T14080.00

DRAWN BY

SGR

CHECKED BY

KWH

ISSUED FOR

3/15/2017 1:23:24 PM

DRAWING TITLE

WALKWAY CANOPY DETAILS

SHEET NO.

S4.00

3-SIDES, TYP

CJP

CJP SEE BEAM SHEAR CONNECTION TYPICAL DETAILS

PORTAL FRAME GIRDER PER SECTION, TYP

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

PORTAL FRAME GIRDER PER SECTION, TYP

1 1/2" CAP PLATE

TYP EA COL FLG (1/2)

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

CL COLUMN

PORTAL FRAME GIRDER PER SECTION, TYP

5/16

BEAM PER PLAN 1" STIFFENER PLATES EACH SIDE 5/16 5/16 CJP

VARIES

IES VAR

3-SIDES

TYP T&B FLG

VARIES

CJP

3

3/4" = 1'-0"

4

3/4" = 1'-0"

BEAM MITER AT DOWNWARD KINK 3/4" = 1'-0"

PORTAL FRAME GIRDER FLG PL TO COL FLG, TYP

NOTES:

C -

(1/2)

1. A36 PLATE 2. 7/8"Ø A325 SC-A BOLTS, UNO 3. OVS HOLES IN FLANGE PL 4. STD HOLES IN BEAM 5. 2" BOLT EDGE DISTANCE, UNO

TYP EA SIDE FLANGE PLATE TYPICAL

A

5 BOLT ROWS @ 3" OC TYP

A -

PLAN

5/16

CL COLUMN

PORTAL FRAME GIRDER BEYOND

PORTAL FRAME GIRDER PER SECTION, TYP

1" FLANGE PLATE

TOP FLANGE SECTION

CL COLUMN

SEE DECK SUPPORT TYPICAL DETAIL

5 BOLT ROWS @ 3" OC T&B

FLANGE PLATE W18 BEAM PER PLAN

PORTAL FRAME GIRDER C -

5/16 5/16

3-SIDES 1" STIFFENER PLATE (FLANGE PLATE OPP SIDE)

1"X10" MIN FLANGE PL

B -

1"X10" MIN FLANGE PL

SEE EXTENDED SINGLE PLATE CONNECTION DETAIL

CJP

3-SIDES SHIM AT BOTTOM FLANGE PLATE AS REQUIRED

BEAM MITER AT TROUGH 3/4" = 1'-0"

6

B

5/16 5/16

STIFFENER PL NOT SHOWN

PLAN

STIFF PL

ELEVATION

5

1/2 1/2

MM-4

SEE BEAM SHEAR CONNECTION TYPICAL DETAILS

VARIES 5/16 5/16

NEW ORLEANS, LOUISIANA

BEAM MITER AT GABLE

LINEAR PARK

2

3/4" = 1'-0"

BEAM MITER AT UPWARD KINK

MCCNO LINEAR PARK

1

TYPICAL COLUMN TO BEAM CONNECTION

CJP

BOTTOM FLANGE SECTION

C

TYP T&B FLG

DATE

ISSUED FOR

05/08/15

75% CD

01/31/2017

PRICING SET

03/15/17

PERMIT SET

DATE

REVISION

PROJECT NO.

T14080.00

DRAWN BY

SGR

CHECKED BY

KWH

MM-2

TRANSVERSE BEAM

BEAM TO COLUMN WEB MOMENT CONNECTION

7

3/4" = 1'-0"

MULTIMODAL CANOPY - KINKED BEAM 3/4" = 1'-0" ISSUED FOR

NOTES:

5/8" SHEAR PL 1/2" TYP

COLUMN 5/16 5/16

2" MAX UNO 1" MAX @ W8/W10

4 BOLTS MIN AT SUPPORTING BEAM T&B FLANGE TYPICAL, PROVIDE TAPERED SHIM IF REQ'D SEE TYPICAL DECK SUPPORT DETAIL

3" 1/2" STIFF PL, T&B

"k1" TYP

2"

3" MAX 2" 2"

6" MAX UNO 5" MAX @ W8/W10 9" MAX @ W21+

N BOLT ROWS @ 3" OC

3/8 3/8

SUPPORTING MEMBER PER PLAN

"N" BOLT ROWS @ 3" OC

1/2"X10" MIN FLANGE PLATE, T&B

1. A36 PLATE 2. 7/8"Ø A325N BOLTS 3. SSLT HOLES IN SHEAR PL 4. STD HOLES IN BEAM 5. 1 1/2" MIN EDGE DISTANCE UNO

BEAM/GIRDER PER PLAN

W18 BEAMS PER PLAN SEE TYPICAL DETAILS FOR BEAM SHEAR CONNECTION

1. A36 PLATE 2. 7/8"Ø A325N BOLTS 3. SSLT HOLES IN SHEAR PL 4. STD HOLES IN BEAM 5. 1 1/2" MIN EDGE DISTANCE UNO

2" MAX UNO 1" MAX @ W8/W10

1. A36 PLATE 2. 7/8"Ø A325 SC-A BOLTS, UNO 3. OVS HOLES IN FLANGE PL 4. STD HOLES IN BEAM 5. 2" BOLT EDGE DISTANCE, UNO

C:\Scratch\T14080_MCCNO LINEAR PARK_STRUC R16_khenkhaus.rvt 3/15/2017 1:23:29 PM

TO COL FLG, 5/16 TYP 5/16

NOTES:

3" MAX

SUPPORTED MEMBER PER PLAN 2" 3/8" FULL DEPTH SHEAR PL

e

SUPPORTED MEMBER PER PLAN

2" 2"

SUPPORTING MEMBER PER PLAN

dc MAX

NOTES:

NOTES:

N BOLT ROWS @ 3" OC

1. A36 PLATE 2. 7/8"Ø A325 SC-A BOLTS 3. SSLT HOLES IN SHEAR PL 4. STD HOLES IN BEAM 5. 1 1/2" MIN EDGE DISTANCE UNO

Lc 1/2" MAX

STRIP FLANGE 1-SIDE 1/4 1/4

5 BOLT ROWS @ 3" OC, TYP

8

SHIM AT BOTTOM FLANGE PLATE AS REQUIRED

BEAM TO BEAM MOMENT CONNECTION 3/4" = 1'-0"

LRFD CAPACITY (KIPS) BEAM SIZE MAXIMUM e (IN) N BOLT ROWS SHEAR AXIAL W18 8.5 5 38 20 W21 8.5 6 53 20 W24 8.5 6 53 20

9

TYPICAL BEAM TO COL WEB - MULTI-MODAL CANOPY 1" = 1'-0"

3-SIDES SUPPORTED SUPPORTING MEMBER SIZE MEMBER SIZE W18 W18 W21 W16 W21 W21 W24 W16 W24 W21/W24

BEAM SIZE N BOLT ROWS LRFD CAPACITY (KIPS) W12 3 20 -

10

TYPICAL BEAM TO BEAM SINGLE COPE - MULTI -MODAL CANOPY 1" = 1'-0"

3/8" SHEAR PL ADJUST FOR 1/4 SKEWED 1/4 CONDITION

11

BOLT ROWS, N 5 4 6 4 6

dc (IN) 1 6 2 8.5 2

Lc (IN) 6 6 6 6 6

LRFD CAPACITY (KIPS) 75 64 109 73 117

TYPICAL BEAM TO BEAM DOUBLE COPE - MODAL CANOPY

DRAWING TITLE

MULTI-MODAL CANOPY DETAILS

1" = 1'-0"

SHEET NO.

S4.01

7/8" Ø A325 1 1/2"

1/2 " PL, GR50

3"

B1-B

5/16

7/8 Ø A325 BOLT, TYP

PURLIN PER PLAN

B1-B

5/16

1 1/2"

2 1/2"

1 1/2"

PURLIN PER PLAN

10"

1" PL, GR 50

1' - 4"

B1-6

1 1/2"

2 1/2"

2' - 2"

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

GIRDER PER PLAN

COL PER PLAN

1 1/4"

GIRDER PER PLAN

2' - 1"

1 1/2"

1" Ø ANCHOR RODS, TYP. SEE CIVIL DWGS FOR LENGTH. COL PER PLAN

7/8" Ø A325-SC BOLTS

1" PL, GR 50

GIRDER PER PLAN

HSS COL PER PLAN

1 1/2" = 1'-0"

3

1 1/2" = 1'-0"

4

PURLIN TO GIRDER CONNECTION 1 1/2" = 1'-0"

PURLINS PER PLAN

7/8" Ø A325

C:\Scratch\T14080_MCCNO LINEAR PARK_STRUC R16_khenkhaus.rvt

5

3/8" PLATE

TYPICAL PURLIN SPLICE 1 1/2" = 1'-0"

NEW ORLEANS, LOUISIANA

2

PURLIN TO COLUMN CONNECTION

LINEAR PARK

1 1/2" = 1'-0"

GIRDER TO COLUMN CONNECTION

MCCNO LINEAR PARK

1

BUS STOP CANOPY BASE PLATE

DATE

ISSUED FOR

05/08/15

75% CD

01/31/2017

PRICING SET

03/15/17

PERMIT SET

DATE

REVISION

PROJECT NO.

T14080.00

DRAWN BY

SGR

CHECKED BY

KWH

ISSUED FOR

3/15/2017 1:23:31 PM

DRAWING TITLE

BUS SHELTER CANOPY DETAILS

SHEET NO.

S4.02

PL PER SECTION

1/2" STEEL PLATE

1"

1"

3' - 0"

MC12x31

1" GROUT GIRDER PER PLAN

6"

6"

1/2" STEEL PLATE TYP

TYP

MC 12x31

CHANNEL PER SECTION 3/8 PL, GR50

1"

6"

1/2" STEEL PLATE

3' - 2"

3' - 0"

6"

1"

3" 4"

TYP

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

3/8" PL, GR50

6"

4"

1-1/4" ANCHOR RODS WITH MIN 1'-3" EMBEDMENT, TYP

1' - 3"

1

TOP BEAM SECTION

2

3/4" = 1'-0"

COLUMN SECTION 3/4" = 1'-0"

3

BASEPLATE DETAIL 3/4" = 1'-0"

4

TYPICAL BEAM MOMENT CONNECTION 1 1/2" = 1'-0"

HSS PER PLAN

C:\Scratch\T14080_MCCNO LINEAR PARK_STRUC R16_khenkhaus.rvt

5

TYPICAL PURLIN CONNECTION 1 1/2" = 1'-0"

NEW ORLEANS, LOUISIANA

3-SIDES

LINEAR PARK

HSS PER PLAN

MCCNO LINEAR PARK

1/4" CAP PL

DATE

ISSUED FOR

05/08/15

75% CD

01/31/2017

PRICING SET

03/15/17

PERMIT SET

DATE

REVISION

PROJECT NO.

T14080.00

DRAWN BY

SGR

CHECKED BY

KWH

ISSUED FOR

3/15/2017 1:23:32 PM

DRAWING TITLE

PLACEMAKING AND TRELLIS FRAME DETAILS

SHEET NO.

S4.03

N

FINISHED COLUMN END SURFACE

2 1/2" FOR UP TO 1 1/2" DIA ROD 3 1/2" FOR UP TO 2" DIA ROD 4" FOR UP TO 2 1/2" DIA ROD

ANCHOR ROD

EQ

CL COLUMN

N

EQ

EQ

N EQ

S IN S IN

ELEVATION

CL COLUMN

EQ

2 1/2" FOR UP TO 1 1/2" DIA ROD 3 1/2" FOR UP TO 2" DIA ROD 4" FOR UP TO 2 1/2" DIA ROD

CL COLUMN EQ

EQ

B

CL COLUMN

NOTE: SEE ANCHOR ROD PATTERN OUTSIDE COLUMN FOR INFORMATION NOT SHOWN

WELD FULL WIDTH AND DEPTH OF COLUMN

5/16

SIN SIN

EQ

ANCHOR RODS PER COLUMN SCHEDULE AND ANCHOR ROD SCHEDULE

EQ

T/CONCRETE EL SEE PLANS, DETAILS OR SCHEDULES

EQ B

EQ CL COLUMN

t

NON-SHRINK GROUT

GROUT HOLES AS REQUIRED FOR GROUT INSTALLATION TO ACHIEVE FULL BEARING (TYP); 2 - 2" DIA VENT HOLES MINIMUM WHEN 'B' OR 'N' IS GREATER THAN 24"

B

FINISH BASE PLATE FOR PLATE THICKNESS 2" OR LESS; PRESS OR MILL BASE PLATE FOR THICKNESS 2" - 4"; AND MILL BASE PLATE FOR THICKNESS GREATER THAN 4"

EQ

EQ

5"

2 1/2" FOR UP TO 1 1/2" DIA ROD 3 1/2" FOR UP TO 2" DIA ROD 4" FOR UP TO 2 1/2" DIA ROD

W8, W10, W12, W14 PLAN

W10, W12, W14 PLAN

WITH SQUARE ANCHOR ROD PATTERN OUTSIDE COLUMN

WITH SQUARE ANCHOR ROD PATTERN INSIDE COLUMN - SEE TABLE

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

EQ

CL COLUMN

B

EQ

CL COLUMN

EQ

CL COLUMN

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

CL COLUMN N

NOTE: SEE ANCHOR ROD PATTERN OUTSIDE COLUMN FOR INFORMATION NOT SHOWN

RECTANGULAR BASE PLATE AT WIDE FLANGE COLUMN

ROUND OR RECTANGULAR HSS PLAN

WITH RECTANGULAR ANCHOR ROD PATTERN OUTSIDE COLUMN

SIN FOR SQUARE ANCHOR ROD PATTERN INSIDE COLUMN SHAPE

SIN

W8

NA

NOTES: 1. SEE COLUMN SCHEDULE FOR BASE PLATE SIZE, ORIENTATION AND THICKNESS W10

2 1/2"

2. BASE PLATE THICKNESS SHOWN ON SCHEDULE IS A MIN. DIMENSION AFTER ALL MILLING IS COMPLETED

W12

3"

3. COLUMN STABILITY DURING ERECTION IS RESPONSIBILITY OF CONTRACTOR

W14

4"

4. SEE ANCHOR ROD SCHEDULE AND TYPICAL ANCHOR ROD DETAIL FOR ADDITIONAL INFORMATION

NOTES FOR TABLE:

5. CONTRACTOR'S OPTION TO FIELD WELD COLUMNS TO BASEPLATES FOR HEAVY BASEPLATES

3/4" = 1'-0"

SEE ANCHOR ROD SCHEDULE FOR WELD A

5 1/ 2" 2 1/ 2"

1' - 11 3/ 8"

MINIMUM EMBEDMENT LENGTH PER ANCHOR ROD SCHEDULE / COLUMN SCHEDULE

FULLY TIGHTENED DOUBLE NUTS OR HEX BOLT HEAD

SEE SHEAR LUG BASE SCHEDULE

C:\Scratch\T14080_MCCNO LINEAR PARK_STRUC R16_khenkhaus.rvt

2

SIDE PLATE

CL COLUMN

SHEAR EMBED PLATE SEE DETAIL A

2"

1/4"

MIN PROJ NOMINAL ABOVE GROUT BASE PL THICKNESS 3"

2"

1"

1-13/16"

3"

3/8"

3-1/2"

2"

1-1/4"

2-1/16"

3"

1/2"

4"

3"

1-1/2"

2-5/16"

3-1/2"

1/2"

4"

3"

1-3/4"

2-3/4"

4"

3/4"

5"

3"

2"

3-1/4"

5"

3/4"

5"

4"

2-1/2"

3-3/4"

5-1/2"

1"

5-1/2"

4"

TYPICAL ANCHOR ROD DETAIL 3/4" = 1'-0"

BASE PLATE

S2

S1

SEE EMBED PLATE BASE SCHEDULE

SIDE PLATE

S3

CL PLATE

SEE EMBED PLATE BASE SCHEDULE

SEE EMBED PLATE BASE SCHEDULE

1" DIA VENT HOLES AT 2'-0" OC MAXIMUM TYPICAL

COORDINATE OVERSIZED HOLES WITH BASE PLATE ANCHOR RODS

DATE

ISSUED FOR

05/08/15

75% CD

01/31/2017

PRICING SET

03/15/17

PERMIT SET

DATE

REVISION

PROJECT NO.

T14080.00

DRAWN BY

SGR

CHECKED BY

KWH

L3

SEE DETAIL X/SX.XX FOR CONCRETE REINFORCEMENT AT SHEAR LUG

ELEVATION

T/CONCRETE EL SEE PLANS, DETAILS OR SCHEDULES

PLAN

DETAIL A

HEADED STUD SEE SCHEDULE ISSUED FOR

NOTES: 1. SEE SHEAR EMBED PLATE BASE SCHEDULE

3" DIAMETER GROUT INSTALLATION TUBE AS REQUIRED 2" NON-SHRINK GROUT TYPICAL ALL AROUND SHEAR LUG

2. FOR SHEAR EMBED PLATE SIZE W X L1 X T1, WIDTH "W" IS ORIENTED PARALLEL TO COLUMN FLANGE AND LENGTH "L1" IS ORIENTED PARALLEL TO COLUMN WEB

SHEAR LUG IN GROUTED POCKET

2"

3. SIDE PLATES ARE LOCATED PARALLEL TO COLUMN WEB, UON

ELEVATION

3

4. EMBEDDED PLATES SHALL CONFORM TO ASTM A572 GRADE 50 MINIMUM

TYPICAL SHEAR LUG DETAIL

5

3/4" = 1'-0"

TYPICAL SHEAR EMBED PLATE DETAIL 3/4" = 1'-0"

CL COLUMN

.

FINISHED COLUMN END SURFACE

ANCHOR RODS PER COLUMN SCHEDULE AND ANCHOR ROD SCHEDULE

ANCHOR RODS PER COLUMN SCHEDULE AND ANCHOR ROD SCHEDULE

4-INTERNAL LOCATER PLATES WELDED TO CAP PLATE (OPTIONAL)

4'-6" ABOVE T/SLAB

.

S(E)

CL COLUMN

CL COLUMN

CAP PLATE THICKNESS IS 1-1/2 X HSS WALL THICKNESS, 1" MINIMUM 5/16

5/16 S(E)

3/15/2017 1:23:33 PM

S3

L1

S3 T THICKNESS D DEPTH

MIN WASHER t

CL COLUMN

CL COLUMN

NOTE:

MIN WASHER SIZE

OUTSIDE FACE EACH PLATE

T/CONCRETE EL SEE PLANS, DETAILS OR SCHEDULES

.

1-5/16"

S4

L2

PLAN

SCHEDULE A

3/4"

SIDE PLATE

SEE EMBED PLATE BASE SCHEDULE

SHEAR EMBED PLATE

S1

1. SEE COLUMN SCHEDULE AND SHEAR LUG SCHEDULE FOR INFORMATION NOT SHOWN

ANCHOR BASE PL ROD HOLE DIA DIAMETER

CL COLUMN

CL COLUMN

ANCHOR ROD PER ANCHOR ROD SCHEDULE / COLUMN SCHEDULE

4"

BOTTOM OF CONCRETE

SEE SHEAR LUG BASE SCHEDULE

S2

NOMINAL GROUT THICKNESS PER SCHEDULE A

4" MINIMUM COVER

SETTING NUT AND PLATE WASHER (1/2" MINIMUM WASHER THICKNESS) OR SHIM STACK AT CONTRACTORS OPTION / COORDINATION

SHEAR LUG

MINIMUM ANCHOR ROD PROJECTION ABOVE BASE PLATE PER SCHEDULE A

3 3/ 4"

2" MIN

1' - 2 3/ 4"

T/CONCRETE EL SEE PLANS, DETAILS OR SCHEDULES

SHEAR LUG GROUT POCKET

W

BOTTOM OF BASEPLATE

THREAD LENGTH

CL COLUMN

COORDINATE GROUT HOLE LOCATIONS WITH SHEAR LUG

T1

BASE PLATE W/ OVERSIZED HOLE, PER SCHEDULE A

T2

SQUARE OR ROUND PLATE WASHER WITH STANDARD HOLE SIZE AND THICKNESS PER SCHEDULE A

T2

A

1 1/2"

HEAVY HEX NUT

NEW ORLEANS, LOUISIANA

TYPICAL BASE PLATE DETAIL

LENGTH, L

1

2. INSIDE ANCHOR ROD CONFIGURATION NOT APPLICABLE TO COLUMNS HEAVIER THAN W14x426

LINEAR PARK

6. ANCHOR ROD CONFIGURATION IS TO USE SQUARE PATTERN OUTSIDE COLUMN. IF SPECIFIED BASE PLATE SIZE DOES NOT PERMIT OUTSIDE PLACEMENT USE SQUARE PATTERN INSIDE COLUMN. USE RECTANGULAR ANCHOR ROD CONFIGURATION WHERE NOTED

MCCNO LINEAR PARK

1. INSIDE ANCHOR ROD CONFIGURATION NOT APPLICABLE TO ROD DIAMETERS GREATER THAN 1 1/4" FOR W14, 1" FOR W12, AND 3/4" FOR W10. INSIDE BOLT CONFIGURATION NOT APPLICABLE TO W8

4

TYPICAL HSS/PIPE COLUMN SPLICE-WELDED- UPPER AND LOWER COLUMN SAME DEPTH 3/4" = 1'-0"

DRAWING TITLE

6

MULTIMODAL COLUMN BASEPLATE AT GABLE 3/4" = 1'-0"

7

TYPICAL MULTIMODAL COLUMN BASEPLATE

TYPICAL STEEL COLUMN DETAILS

3/4" = 1'-0"

SHEET NO.

S5.00

FACTORED MOMENT (KIP - FEET)

W8 W10 W12 W14 W16 W18 W21 W24 W27 W30 W33 W36

X X X X X X X X X X X X

VARIES

CL COLUMN WHERE STIFFENER FROM TRANSVERSE CONN EXISTS . . .

WHERE NO OTHER STIFFENERS EXIST

A325 3/4" DIA A325 7/8" DIA A325 1" DIA BOLTS BOLTS BOLTS 16 16 32 32 49 66 83 100 100 116 116 133

22 22 43 43 66 90 111 129 129 147 147 166

29 29 55 55 73 91 110 128 128 146 146 165

EXTENDED SINGLE PLATE

TYPICAL BEAM CONNECTION SCHEDULE

1. WHERE BEAM AXIAL FORCE IS INDICATED BY PLAN OR NOTES, SINGLE PLATE, DOUBLE ANGLE, OR SHEAR END PLATE CONNECTION SHALL BE USED

2

12" = 1'-0"

STABILIZER PLATE (3/8" MINIMUM) WELDED TO COLUMN FLANGES

USE STIFFENERS FROM MOMENT CONNECTION IF PRESENT IN LIEU OF STABILIZER PLATE

NOTE:

NOTE: 1. MOMENT APPLIES WHERE MOMENT SYMBOL APPEARS ON PLAN

AISC SIMPLE SHEAR CONNECTION DOUBLE ANGLE, SINGLE ANGLE, SHEAR END PLATE, WT, OR SINGLE PLATE CONNECTION (SINGLE PLATE SHOWN)

SHAPED EXTENDED SINGLE PLATE

AISC SIMPLE SHEAR CONNECTION DOUBLE ANGLE, SHEAR END PLATE, OR EXTENDED SINGLE PLATE CONNECTION TO COLUMN WEB (DOUBLE ANGLE ON NEAR AND FAR SIDE SHOWN)

NOTE: 1. CONTRACTOR'S CALCULATIONS SHALL VERIFY HSS/PIPE WALL THICKNESS IS ADEQUATE FOR CONNECTION TYPE CHOSEN PER AISC

SECTION AT COLUMN WEB TYPICAL EXTENDED PLATE BEAM TO COLUMN WEB SHEAR CONNECTION TYPICAL BEAM TO HSS/PIPE COLUMN SHEAR CONNECTION 3 3/4" = 1'-0" 4 1" = 1'-0" CL CL

TYPICAL BEAM TO COLUMN SHEAR CONNECTION 3/4" = 1'-0"

COLUMN CL BEAM DOUBLE ANGLE SHOWN

SINGLE PLATE SHOWN

SINGLE ANGLE SHOWN

SHEAR END PLATE SHOWN

3 SIDES SEE SCHEDULE

60° ≤ Θ < 90° ENLARGE FILLET SKEWED Θ < 60° WELD CJP BEAM TOP FLANGE

3 SIDES SEE SCHEDULE

SEE DECK SUPPORT TYPICAL DETAIL

STIFFENER PLATES EACH SIDE TYPICAL SEE SCHEDULE

SKEWED WELD

AS REQUIRED FOR ACCESS

CL SUPPORTING BEAM

COLUMN

CL BEAM

STIFFENER PLATES EACH SIDE TYPICAL SEE SCHEDULE

SEE BEAM SHEAR CONNECTION TYPICAL DETAILS

BEAM TOP FLANGE

Θ 8 S5.01 NO SINGLE ANGLE OR SINGLE PLATE CONNECTIONS AT SUPPORTING BEAM ENDS

SKEWED SHEAR END PLATE

SKEWED SINGLE PLATE

SUPPORTED BEAM

CL BEAM

SUPPORTING BEAM

BENT PLATE

CL BEAM

BENT PLATE

WELDED OR BOLTED CONNECTION NOTES: BEAM TOP FLANGE

1. SUPPORTED BEAMS PRIMARILY SUPPORT DISTRIBUTED LOADS FROM SLABS OR DECKING

8 S5.01

SHIM AT BOTTOM FLANGE AS REQ'D TYPICAL

FLANGE PLATE TYPICAL

SEE BEAM SHEAR CONNECTION TYPICAL DETAILS

TYP TYP

A

A BENT PLATE

5

TYPICAL BEAM TO BEAM SHEAR CONNECTION (4 TYPES) 3/4" = 1'-0"

6

1. ALL BOLTED MOMENT AND AXIAL CONNECTIONS AT A MINIMUM SHALL HAVE PRETENSIONED BOLTS IN STANDARD HOLES AT FLANGES AND WEBS UON

WEB DOUBLER PLATE(S) SEE SCHEDULE

MINIMIZE

4. WELDED/BOLTED OR BOLTED/BOLTED CONNECTIONS PER AISC ARE PERMITTED

ALT WELD

A

3/4" = 1'-0"

7

2 MIN 1

2. BOLTED MOMENT CONNECTIONS AT CANTILEVERS AND BACKSPANS SHALL USE SLIP CRITICAL BOLTS

BEAMS SAME DEPTH (BOLTED SHOWN)

B 3. AT CONTRACTOR'S OPTION, WEB DOUBLER PLATES CAN TERMINATE OUTSIDE STIFFENER PLATE. CONTRACTOR'S ENGINEER MUST FULLY DESIGN THE CONNECTION

SECTION

TYPICAL SKEWED BEAM SHEAR CONNECTION

DIAGONAL STIFFENER PLATE PERMITTED IN LIEU OF HORIZONTAL STIFFENER WHERE SLOPE DOES NOT EXCEED

WEB DOUBLER PLATE(S) SEE SCHEDULE

NOTES:

OR

2. SUPPORTING BEAMS SUPPORT SIGNIFICANT POINT LOADS FROM ONE OR MORE SUPPORTED BEAMS OR FROM COLUMNS BEING TRANSFERRED. SUPPORTING BEAMS MAY BE SUPPORTED BY COLUMNS OR BY OTHER SUPPORTING BEAMS 3. FOR AISC SIMPLE SHEAR CONNECTIONS AT SUPPORTED BEAM ENDS, DOUBLE ANGLE, SINGLE PLATE, SINGLE ANGLE, OR SHEAR END PLATE MAY BE USED UON

TYP

LINEAR PARK

W8 W10 W12 W14 W16 W18 W21 W24 W27 W30 W33 W36

1

WELD OR BOLT AT BEAM WEB (DOUBLE ANGLE SHOWN)

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

NOMINAL STEEL BEAM SIZE

PLAN VIEW

NEW ORLEANS, LOUISIANA

FACTORED REACTION (KIPS)

HSS OR PIPE

MCCNO LINEAR PARK

NOMINAL STEEL BEAM SIZE

STABILIZER PLATE

CL BEAM

AISC SIMPLE SHEAR CONNECTION DOUBLE ANGLE, SHEAR END PLATE OR SINGLE PLATE CONNECTION TO COLUMN FLANGE (SINGLE PLATE SHOWN)

BEAM END MOMENT SCHEDULE

BEAM VERTICAL SHEAR REACTION SCHEDULE

1 1/ 2"

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

CL COLUMN

CL COLUMN

K det

STIFFENER PLATE FROM TRANSVERSE CONNECTION

BEAMS VARIABLE DEPTH (WELDED SHOWN)

TYPICAL BEAM TO COLUMN FLANGE MOMENT CONNECTION - BOLTED/WELDED

DATE

ISSUED FOR

05/08/15

75% CD

01/31/2017

PRICING SET

03/15/17

PERMIT SET

DATE

REVISION

PROJECT NO.

T14080.00

DRAWN BY

SGR

CHECKED BY

KWH

1" = 1'-0" SEE TYPICAL DETAILS FOR BEAM SHEAR CONNECTION FLANGE PLATES

CL COLUMN

CL COLUMN

4 BOLTS AT SUPPORTING BEAM TOP FLANGE MINIMUM TYPICAL SEE TYPICAL DECK SUPPORT DETAIL

SEE TYPICAL DECK SUPPORT DETAIL

3 SIDES AS REQUIRED A SEE SCHEDULE

STIFFENER PLATES EACH SIDE TYPICAL SEE SCHEDULE

.

FP

FLANGE PLATE TYPICAL

SEE DECK SUPPORT TYPICAL DETAIL

SEE EXTENDED SINGLE PLATE CONNECTION DETAIL

OR TYP

DP

.

FILLER PLATE MINIMUM THICKNESS = k1-tw/2

.

WEB DOUBLER PLATE SEE SCHEDULE

A

C:\Scratch\T14080_MCCNO LINEAR PARK_STRUC R16_khenkhaus.rvt

PLAN

FP

TYP

B

SHIM AT BOTTOM FLANGE PLATE AS REQUIRED

ELEVATION

ALL BOLTED WITH END PLATE SEE TYPICAL DECK SUPPORT DETAIL

MINIMUM CONTINUITY PLATE THICKNESS EQUALS BEAM FLANGE THICKNESS +1/4" OR AS REQD BY THE LARGER OF THE MOMENT SCHEDULED, SHOWN ON PLANS OR ELEVATIONS

.

FLANGE PLATE TYPICAL

2 1/ 8"

1' - 0 7/ 8"

FILLER PLATE

CONTINUITY PLATES AT CONTRACTOR'S OPTION, BEAM OR SHOP INSTALLED CANTILEVER STUB

MAXIMUM PLUG WELD SPACING SEE SCHEDULE

3 SIDES AS REQUIRED

1 1/2" CLEAR MINIMUM

PLAN

DP

PLAN

3 SIDES AS REQUIRED

C

ALL WELDED

STIFFENER PLATE EACH SIDE TO MATCH AND ALIGN WITH BOTTOM FLANGE OF SHALLOWER BEAM

D

VARIED DEPTH / BOLTED WITH END PLATE

NOTES:

NOTE:

NOTES: 1. REFER TO TYPICAL BEAM TO COLUMN FLANGE MOMENT CONNETION DETAIL FOR ADDITIONAL INFORMATION

8

A

SECTION

TYPICAL WEB DOUBLER PLATE CONNECTION 1" = 1'-0"

TYP

ELEVATION

WEB DOUBLER PLATE

SEE SCHEDULE

ALL BOLTED WITH FLANGE PLATE

STIFFENER PLATES EACH SIDE TYPICAL

A 3/15/2017 1:23:34 PM

SEE EXTENDED SINGLE PLATE CONNECTION DETAIL

CL COLUMN SEE SCHEDULE

BOLT BELOW BOTTOM FLANGE

SHIM AT BOTTOM FLANGE PLATE AS REQUIRED

CL COLUMN

SEE SCHEDULE

ISSUED FOR

BOLTED CONNECTION

1. ALL BOLTED MOMENT AND AXIAL CONNECTIONS AT A MINIMUM SHALL HAVE PRETENSIONED BOLTS IN STANDARD HOLES AT FLANGES AND WEBS UON

B

WELDED CONNECTION

1. ALL BOLTED MOMENT AND AXIAL CONNECTIONS AT A MINIMUM SHALL HAVE PRETENSIONED BOLTS IN STANDARD HOLES AT FLANGES AND WEBS UON

2. BOLTED MOMENT CONNECTIONS AT CANTILEVERS AND BACKSPANS SHALL USE SLIP CRITICAL BOLTS

9

TYPICAL BEAM TO COLUMN WEB MOMENT CONNECTION BOLTED / WELDED 1" = 1'-0"

2. BOLTED MOMENT CONNECTIONS AT CANTILEVERS AND BACKSPANS SHALL USE SLIP CRITICAL BOLTS

10

DRAWING TITLE

TYPICAL STEEL BEAM DETAILS 1

TYPICAL BEAM TO BEAM MOMENT CONNECTION 3/4" = 1'-0" SHEET NO.

S5.01

SEE BEAM SHEAR CONNECTION TYPICAL DETAILS

STIFFENER PLATE EACH SIDE OF WEB TO ALIGN WITH COLUMN WEB BELOW 1/2" MIN THICKNESS OR AS REQUIRED BY COLUMN FORCE INDICATED ON COLUMN SCHEDULE OR ON PLAN (CB)

SEE BEAM SHEAR CONNECTION TYPICAL DETAILS AT TRANSVERSE BEAM CONNECTION

Kdet

1 1/ 2"

4 PRETENSIONED BOLTS MINIMUM

1 1/ 2"

Kdet

STIFFENER PLATES NS & FS 1/2" MINIMUM THICKNESS OR AS REQUIRED BY COLUMN FORCE INDICATED ON COLUMN SCHEDULE OR ON PLAN (CB)

CAP PLATE THICKNESS TO MATCH BEAM FLANGE THICKNESS (1/2" MINIMUM)

STEEL DECK AND EDGE PLATE NOT SHOWN FOR CLARITY. SEE TYPICAL EDGE OF STEEL DECK DETAILS K det

FINISHED COLUMN END SURFACE

CAP PLATE THICKNESS TO MATCH BEAM FLANGE THICKNESS (1/2" MINIMUM)

4 PRETENSIONED BOLTS MINIMUM TYP

TYP

CB

STIFFENER PLATE EACH SIDE OF WEB TO ALIGN WITH BEAM WEB 1/2" MINIMUM THICKNESS OR AS REQUIRED BY COLUMN FORCE INDICATED ON COLUMN SCHEDULE OR ON PLAN (CB)

3/16

1

B

1/4 TYP

COLUMN WEB PERPENDICULAR TO BEAM WEB

TYPICAL BEAM BEARING ON COLUMN (AXIAL ONLY)

2

1" = 1'-0"

CL BEAM +/- e C

1" MIN

DESIGN CONNECTION FOR MOMENT AND SHEAR SHOWN ON PLAN

3" MIN

EDGE BEAM OR BRACED BEAM

COLUMN WEB PARALLEL TO BEAM WEB

1/4

STEEL DECK AND EDGE PLATE NOT SHOWN FOR CLARITY SEE TYPICAL EDGE OF STEEL DECK DETAILS

STIFFENER PLATE (3/8" MINIMUM)

CB

A

L

1 1/ 2"

FINISHED COLUMN END SURFACE

CL BEAM

CL BEAM

1" MAXIMUM

TYP

TYP

CL BEAM

CL CONTINUOUS BEAM

1" CLEAR

CL CONTINUOUS BEAM

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

CL COLUMN

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

CL COLUMN

L4 x 4 x 3/8 FOR L< = 10FT L5 x 5 x 3/8 FOR L< = 15 FT

3" MIN

1/4

STIFFENER PLATE (3/8" MINIMUM)

INTERIOR BEAM

FULL HEIGHT FITTED STIFFENER PLATE EDGE BEAM OR BRACED BEAM

NOTE:

NOTE:

1. SEE PLAN FOR LOCATIONS OR SPACING TYPICAL EDGE BEAM OR BRACED BEAM KICKER CONNECTION

1. SEE PLAN FOR LOCATIONS TYPICAL FULL HEIGHT FITTED STIFFENER AT EDGE BEAM OR BRACED BEAM CONNECTION

1" = 1'-0"

3

1" = 1'-0"

CL BEAM

.

C * e/h

TYP 1

C * e/h

1

.

h

h

.

CL BEAM STEEL DECK AND EDGE PLATE NOT SHOWN FOR CLARITY SEE TYPICAL EDGE OF STEEL DECK DETAILS

TYP

GUSSET PLATE

1

FULL HEIGHT FITTED STIFFENER . C * (0.02+e/h) PLATE

1

ANGLE BRACE

GUSSET PLATE FULL HEIGHT FITTED STIFFENER PLATE ANGLE BRACE COLUMN BELOW

C

.

+/- e

NEW ORLEANS, LOUISIANA

.

C * (0.02+e/h)

d

d/2 d

d/2

MCCNO LINEAR PARK

STEEL DECK AND EDGE PLATE NOT SHOWN FOR CLARITY SEE TYPICAL EDGE OF STEEL DECK DETAILS

STEEL DECK AND EDGE PLATE NOT SHOWN FOR CLARITY SEE TYPICAL EDGE OF STEEL DECK DETAILS

LINEAR PARK

.

COLUMN ABOVE

COLUMN BELOW Kdet

COLUMN ABOVE NOTES:

1. DESIGN CONNECTION FOR FORCES BASED ON COLUMN AXIAL LOAD AS SHOWN AND FOR FORCES SHOWN ON PLAN

STIFFENER PLATE (3/8" MINIMUM)

BRACED BEAM NOTE:

2. C = COLUMN AXIAL FORCE e = 1/2" ACCIDENTAL ECCENTRICITY UON

C:\Scratch\T14080_MCCNO LINEAR PARK_STRUC R16_khenkhaus.rvt

4

TYPICAL DEEP BEAM BOTTOM FLANGE BRACING CONNECTION 3/4" = 1'-0"

5

1. SEE PLAN FOR LOCATIONS TYPICAL FULL HEIGHT UNFITTED STIFFENER AT BRACED BEAM CONNECTION

DATE

ISSUED FOR

05/08/15

75% CD

01/31/2017

PRICING SET

03/15/17

PERMIT SET

DATE

REVISION

PROJECT NO.

T14080.00

DRAWN BY

SGR

CHECKED BY

KWH

NOT TO SCALE

ISSUED FOR

3/15/2017 1:23:35 PM

DRAWING TITLE

TYPICAL STEEL BEAM DETAILS 2

SHEET NO.

S5.02

A -

ROOF DECK PROVIDE 5/16" HILTI KWIK-FLEX SELF-DRILLING SCREWS OR APPROVED EQUAL

S2

6 1/4" LWC

7 1/2" NWC

STEEL DECK (MIN)

3"-20 GA

3"-18 GA

CONCRETE TOPPING SLAB

NONE

4" LWC

SLAB REINFORCEMENT

NOTES

6 x 6 - W2.9 x W2.9 WWR

#4@12" EA. WAY TOP CONT BARS + ADD'L TOP BARS OVER BEAMS PARALLEL TO STEEL DECK PER TYPICAL DETAILS

1. FOR EDGE OVERHANG GREATER THAN 2" SEE TYPICAL ROOF DECK AT EDGE

3/4" = 1'-0"

CLOSURE PIECE TO BE DESIGNED AND PROVIDED BY STEEL DECK CONTRACTOR COORD WITH ARCH DRAWINGS

TYPE F 1" AS DETAILED 2" MAXIMUM 3/8"x3 1/2"Wx5 1/2"D SHEAR PL (Leh = 1 1/2") W/ 2-3/4" DIA A325 BOLTS (COMPLETELY DESIGNED CONNECTION)

PLATE AS REQUIRED SEE SCHEDULE FOR SIZE

2" 4. ATTACH DECK TO CHANNELS TYPICAL

NOTES

1/4

5. TYPE D SHALL NOT BE USED TO SUPPORT MECHANICAL EQUIPMENT

TYPICAL ROOF DECK AT OPENING 3/4" = 1'-0"

≤ 1'-4"

1/4"

≤ 1'-0"

10 GAGE

≤ 0'-10"

12 GAGE

1/4

SECTION A

NOTE: AT CONTRACTOR'S OPTION SINGLE BENT PL (OR EQUIV ANGLE) MAY BE USED PROVIDED IT IS FIELD INSTALLED AND ACCOMMODATES SLAB EDGE TOLERANCES

6. TYPE F FRAMING SHALL BE COORDINATED WITH EQUIPMENT SUPPORT FRAMING

2

L

THICKNESS OF PLATE OR CLOSURE

2" UON

3. CLUSTERED OPENINGS WITH CLEAR SPACE LESS THAN 1'-0" SHALL BE TREATED AS ONE LARGE OPENING AND PROVIDE THE REINFORCEMENT OR CHANNEL FRAMING AS PER DETAIL ABOVE

SEE GENERAL NOTES

STEEL DECK SCHEDULE

1" 4-12 MINIMUM

3

TYPICAL ROOF DECK AT EDGE 3/4" = 1'-0"

C:\Scratch\T14080_MCCNO LINEAR PARK_STRUC R16_khenkhaus.rvt

MCCNO LINEAR PARK

1

R1

1 1/2"-20 GA TYPE B

UNFACTORED DIAPHRAGM SHEAR (PLF)

3/16

NOTES:

SEE TYPICAL TOPPING SLAB DETAILS

ROOF DECK SCHEDULE ROOF DECK (MIN)

FOR OPENING SIZE AND LOCATION SEE PLAN AND MEP DRAWINGS

TYPE D

2. NO REINFORCEMENT REQUIRED IF OPENING IS 6"x6" OR SMALLER PROVIDED ONLY ONE RIB IS INTERRUPTED

ROOF DECK MARK

L SEE PLAN

BEAM (SEE PLAN)

NEW ORLEANS, LOUISIANA

S1

TOTAL SLAB THICKNESS AND CONCRETE TYPE

3" 3"

SLAB MARK

X

C8x11.5 PLATE TO EXTEND 2 RIBS PAST OPENING EACH SIDE

LINEAR PARK

1' - 1 1/ 2"

ROOF DECK SPAN DIRECTION

1'-0" MAX

C8X11.5

FOR OPENING SIZE AND LOCATION SEE ARCHITECTURE AND MEP DRAWINGS

5'-0" MAXIMUM C8x11.5 C8X11.5

X

COMPOSITE STEEL DECK SCHEDULE

ROOF DECK SPAN DIRECTION

X 2'-0" MAX

BEAM (SEE PLAN)

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

1/8" PLATE ATTACHED TO TOP OF DECK AS SHOWN

DATE

ISSUED FOR

05/08/15

75% CD

01/31/2017

PRICING SET

03/15/17

PERMIT SET

DATE

REVISION

PROJECT NO.

T14080.00

DRAWN BY

SGR

CHECKED BY

KWH

ISSUED FOR

3/15/2017 1:23:35 PM

DRAWING TITLE

TYPICAL ROOF DECK DETAILS

SHEET NO.

S5.03

3.CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH GENERAL CONTRACTOR ON THE APPLICATION FOR PERMIT AND REMITTANCE OF ALL FEES. IN ADDITION, CONTRACTOR TO PROVIDE FINAL INSPECTION CERTIFICATE.

NO MORE THEN (10) DUPLEX OUTLETS ARE ALLOWED ON A 20A BRANCH CIRCUIT.

4.INCLUDE THE COSTS TO INCORPORATE ALL CODES AND ORDINANCE REQUIREMENTS INTO THE BASE BID AND INSTALLATION OF WORK FOR THIS PROJECT. NO ADDITIONAL FUNDS WILL BE ALLOCATED FOR WORK TO CONFORM TO REGULATIONS AND REQUIREMENTS AND/OR TO OBTAIN APPROVAL OF WORK.

WHERE NEW LIGHTS OR RECEPTACLES ARE DESIGNATED TO BE CONNECTED TO AN EXISTING CIRCUIT, CONTRACTOR SHALL TRACE EXISTING CIRCUIT TO DETERMINE CIRCUIT LOADING. THE LOAD ON A 20 AMP CIRCUIT SHALL NOT EXCEED 16 AMPS (80%). WHERE THIS CANNOT BE ACHIEVED, CONTRACTOR SHALL CONTACT THE ENGINEER FOR ALTERNATIVE CIRCUITING INSTRUCTIONS.

5.WORKMANSHIP TO MEET N.E.C.A. GUIDELINES. PUT INTO OPERATION AND TEST ALL ELECTRICAL EQUIPMENT. ALL CIRCUITS SHALL BE TESTED BY CONTRACTOR FOR PROPER VOLTAGE AND PHASE ROTATION; CONTINUITY; PROPER POLARITY; PROPERLY FUNCTIONING GROUND FAULT INTERRUPTERS AND OTHER OUTLETS AND EQUIPMENT; AND FOR ELECTRICAL ISOLATION OF ALL UNGROUNDED CONDUCTORS FROM GROUND AND FROM THE CONDUIT SYSTEM. CONTRACTOR SHALL BALANCE THE LOADS ON EACH PANEL TO WITHIN 15% BETWEEN MAXIMUM AND MINIMUM CURRENTS. 6.PROVIDE GROUND FAULT CIRCUIT INTERRUPTERS AT ALL LOCATIONS AS DIRECTED BY THE NEC.

9.PROVIDE COMPLETE INSTALLATION, INCLUDING ALL MINOR ITEMS. THIS INCLUDES ELECTRICAL AS WELL AS ANY OTHER SYSTEMS SHOWN IN THESE DRAWINGS. PROVIDE ALL MOUNTING HARDWARE FOR LIGHTING FIXTURES AND OTHER ELECTRICAL EQUIPMENT REQUIRED FOR A COMPLETE INSTALL. 10. DRAWINGS ARE DIAGRAMMATICAL. ALL ELECTRICAL EQUIPMENT LOCATIONS ARE APPROXIMATE ONLY. FOR ALL MEASUREMENTS, USE ARCHITECTURAL, MECHANICAL OR OTHER RESPECTIVE DIVISION'S PLANS AND FIELD SURVEYS. COORDINATE WITH ALL OTHER DISCIPLINES. LAYOUT OF EQUIPMENT, ACCESSORIES, SPECIALTIES, WIRING AND CONDUIT SYSTEMS ARE STRICTLY DIAGRAMMATIC UNLESS SPECIFICALLY DIMENSIONED, AND DO NOT INDICATE EVERY REQUIRED FITTING, ELBOW, TRANSITION, JUNCTION BOX OR SIMILAR ITEMS THAT ARE REQUIRED FOR A COMPLETE INSTALLATION. 11. PROVIDE ALL REQUIRED OVERCURRENT AND DISCONNECTION MEANS FOR EQUIPMENT SPECIFIED BY OTHER DISCIPLINES, WHETHER SPECIFICALLY INDICATED ON THESE DRAWINGS OR NOT. DEVICE WILL HAVE APPROPRIATE SIZE, NUMBER OF POLES AND NEMA RATING FOR INTENDED APPLICATION. 12. ALL ADJUSTABLE FIXTURES SHALL BE LOCATED AND PROPERLY AIMED AS DIRECTED BY THE ARCHITECT OR LIGHTING DESIGNER. ALL AIMING OF BUILDING FACADE LIGHTING SHALL BE PERFORMED BY CONTRACTOR AT NIGHT. ADJUSTABLE SUSPENDED FIXTURES HUNG WITH CHAIN OR CABLE SHALL HAVE SLACK IN THE SUPPORT AVAILABLE TO MOVE THE FIXTURE AS DIRECTED BY ARCHITECT OR LIGHTING DESIGNER. REFER TO SPECIFICATION SECTION 265010 FOR AIMING REQUIREMENTS. 13.

NOT USED.

14.

COORDINATE ELECTRICAL WORK WITH OTHER TRADES PRIOR TO SUBMITTING A BID.

PB

JUNCTION BOX

PB

POLE MOUNTED STREET LIGHT

BY OTHERS

LED 157W INTEGRAL DRIVER

*REFER TO DETAILS 5 & 6 ON SHEET E3.00 F1a POLE MOUNTED STREET LIGHT

BY OTHERS

LED 157W INTEGRAL DRIVER

*REFER TO DETAILS 5 & 6 ON SHEET E3.00 F2 POLE MOUNTED AREA LIGHT

BY OTHERS

LED 47W INTEGRAL DRIVER

F2a

POLE MOUNTED AREA LIGHT DISTRESS STATION & SPEAKER

BY OTHERS

LED 47W INTEGRAL DRIVER

F3

CANTENARY MOUNTED LED MARKER LIGHTS

BY OTHERS

F4

SURFACE MOUNTED UNDER BENCH LED LIGHTS

BY OTHERS

LED 6W/FT INTEGRAL DRIVER

F5

IN GRADE MOUNTED LED TREE ACCENTS

BY OTHERS

LED 18W REMOTE DRIVER

F6

SURFACE MOUNTED LED UPLIGHT

BY OTHERS

LED 8W/FT INTEGRAL DRIVER

F7

TREE PENDANTS

BY OTHERS

LED 5W REMOTE DRIVER DIMMING LED 19.8W INTEGRAL DRIVER

GROUND MOUNTED PULLBOX/HANDHOLE DUPLEX RECEPTACLE 20 AMP, 2W + G, 120V GROUNDING TYPE QUAD RECEPTACLE 20 AMP, 2W + G, 120V GROUNDING TYPE SPECIAL TYPE RECEPTACLE TYPE AS NOTED

RECEPTACLE MODIFIERS WP

HEAVY DUTY WEATHER PROOF ENCLOSURE - WET WHILE IN USE STYLE

GFCI OR GFI

GROUND FAULT INTERRUPTER TYPE RECEPTACLE DISCONNECT SWITCH - TYPE AS NOTED ON PLANS

HH a

ELECTRICAL HAND HOLE - UNDERGROUND ENCLOSURE WITH TOP ACCESS. WATERPROOF PIN AND SLEEVE CONNECTIONS, DIVIDER, AND COMMUNICATIONS WITHIN BOX. SINGLE POLE SWITCH (SUBSCRIPT, IF SHOWN, INDICATES FIXTURE CONTROLLED) POLE MOUNTED STREET LIGHT - TYPE AS NOTED POLE MOUNTED PARK LIGHT - TYPE AS NOTED

ARCHITECT BASE DRAWINGS HAVE PREFERENCE. ALL DISCREPANCIES WITH BASE DRAWINGS IN ELECTRICAL SET TO BE CLARIFIED WITH CONTRACTOR, ARCHITECT AND ELECTRICAL ENGINEER. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR CEILING TYPES AND EXACT LOCATION OF ALL FIXTURES. VERIFY CEILING TYPES WITH ARCHITECT PRIOR TO ORDERING LIGHT FIXTURES TO ENSURE COMPATIBLE FIXTURE TRIMS AND MOUNTING HARDWARE.

DESCRIPTION

UTILITY METER

M FLUSH

F8

SURFACE PANELBOARD

IN GRADE MOUNTED LED UPLIGHT

BY OTHERS

ELECTRICAL GENERAL SCOPE OF WORK: ·

PROVIDE ONE NEW 277/480V AND THREE NEW 120/208V ELECTRICAL SERVICES TO SERVE THE NEW LINEAR PARK THAT WILL OCCUPY ONE LANE OF THE EXISTING CONVENTION CENTER BOULEVARD. · PROVIDE POWER DISTRIBUTION THROUGHOUT PARK AREA VIA: ·· IN-GROUND ELECTRICAL ENCLOSURES WITH CAM-TYPE CONNECTORS ·· 120V, 120/208V, AND 277/480B LOCKING RECEPTACLES ·· BRANCH CIRCUITRY WITHIN EMERGENCY PHONE ENCLOSURES WHICH ARE TO BE INTEGRATED WITH SITE LIGHTING POLES · PROVIDE POWER TO MOVING WALKS. · PROVIDE POWER TO PARK LIGHTING. · REPLACE EXISTING CANOPY LIGHTING WITH NEW LED CANOPY LIGHTING.

LED

F9

SURFACE MOUNTED ACCENT LIGHT

BY OTHERS

F10

SURFACE MOUNT SUBMERGED

BY OTHERS

F11

SURFACE MOUNT SUBMERGED

BY OTHERS

F12

RECESSED DOWNLIGHT

BY OTHERS

F13

SURFACE MOUNTED DOWNLIGHT

BY OTHERS

LED 52W REMOTE DRIVER

F14

RECESSED DOWNLIGHT

BY OTHERS

F15

SURFACE MOUNT BACKLIGHT

BY OTHERS

LED 40W INTEGRAL DRIVER DIMMING LED 15.25W/FT INTEGRAL DRIVER

F16

POLE MOUNTED AREA LIGHT

BY OTHERS

LED 47W INTEGRAL DRIVER

F16a

POLE MOUNTED AREA LIGHT DISTRESS STATION & SPEAKER

BY OTHERS

LED 47W INTEGRAL DRIVER

F17

POLE MOUNTED STREET LIGHT

BY OTHERS

LED

*REFER TO DETAILS 5 & 6 ON SHEET E3.00 F18 SURFACE MOUNTED DOWNLIGHT

BY OTHERS

LED

F19

BY OTHERS

LED

SPECIAL CABINET CIRCUIT CONCEALED IN CONDUIT UNDERGROUND

LAMP

HOMERUN TO PANELBOARD, QUANTITY OF ARROWS INDICATES NUMBER OF CIRCUITS.

LED 4W/FT INTEGRAL DRIVER DIMMING LED 6W/FT INTEGRAL DRIVER DMX LED 5.75W/FT REMOTE DRIVER DIMMING LED 5W/FT INTEGRAL DRIVER

15. INSTALL EQUIPMENT SO THAT CLEAR WORKING SPACE REQUIREMENTS OF THE NEC AND ELECTRICAL UTILITY COMPANY ARE MET. REFER TO NEC 110.26. 16.

RACEWAYS AND CABLES SHALL BE INSTALLED CONCEALED UNLESS OTHERWISE NOTED.

17. UPON COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL PROVIDE A COMPLETE SET OF THE DRAWINGS USED STRICTLY FOR MARK-UPS WHICH SHALL INCLUDE ALL REVISIONS, SKETCHES, ETC., REQUIRED DURING CONSTRUCTION. CONTRACTOR SHALL INSURE THAT ALL CIRCUITRY IS SHOWN AS WIRED IN THE FIELD AND HAS ACCURATE HOMERUN DESIGNATIONS. THE CONTRACTOR SHALL MARK THESE DRAWINGS RED FOR ADDITIONS AND GREEN FOR DELETIONS TO INDICATE EXACT, AS INSTALLED CONDITIONS. 18.

UPON APPROVAL OF THE ARCHITECT, MOUNTING HEIGHTS MAY BE ADJUSTED.

19. CONTRACTOR SHALL VISIT THE SITE OF THE PROPOSED WORK TO UNDERSTAND THE COMPLEXITY, RESTRICTIONS, AND ALL THE REQUIREMENTS TO PERFORM WORK OF THESE DOCUMENTS IN SAID FACILITY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED TO THE SUCCESSFUL BIDDER FOR FAILURE TO BE SO INFORMED. 20. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR SWITCH OFF ANY ELECTRICAL SERVICE AT ANY POINT IN THE ELECTRICAL DISTRIBUTION SYSTEM OR PERFORM ANY WORK THAT WOULD INTERRUPT OR AFFECT THE NORMAL OPERATIONS OF THE FACILITY, OR TENANT OFFICES, UNLESS OTHERWISE NOTED. ANY WORK INCLUSIVE OF THE ABOVE SHALL BE PERFORMED DURING "OTHER THAN NORMAL HOURS" AT A TIME AND DATE CONVENIENT WITH THE OWNER. THE CONTRACTOR, IN ADVANCE, SHALL PRESENT A METHOD OF PROCEDURE DETAILING THE SCOPE OF WORK AND LENGTH OF TIME TO COMPLETE THE WORK AND A PROPOSED TIME AND DATE. OWNER RETAINS THE RIGHT TO ADJUST THE TIME AND DATE OR CANCEL AN APPROVED SCHEDULE AT NO ADDITIONAL COST.

SURFACE MOUNTED DOWNLIGHT

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

J

DO NOT LOAD LIGHTING BRANCH CIRCUITS MORE THAN 80%.

7.MULTI-WIRE BRANCH CIRCUITS SHALL BE PROVIDED WITH A COMMON DISCONNECT AT THE SOURCE. THE DISCONNECT SHALL BE EITHER A MULTI-POLE CIRCUIT BREAKER OR INDIVIDUAL CIRCUIT BREAKERS WITH HANDLE TIES. 8.CONTRACTOR SHALL PROVIDE ALL NECESSARY TESTING EQUIPMENT. ALL TEST SHALL BE MADE IN THE PRESENCE OF THE OWNER OR A REPRESENTATIVE THEREOF. WHEN TEST RESULTS ARE NOT SATISFACTORY, THE CONTRACTOR SHALL MAKE ALL NECESSARY ADJUSTMENTS AND/OR CHANGES AND SHALL NOTIFY OWNER THAT HE IS READY FOR ANOTHER TEST. CONTRACTOR SHALL REPEAT TEST OR TESTS WHICH DISCLOSED FAULTY OR DEFECTIVE WORK OR EQUIPMENT AND SHALL MAKE SUCH ADDITIONAL TESTS AS OWNER DEEMS NECESSARY.

SYMBOL

CONTRACTOR TO COORDINATE ALL UTILITY SERVICE REQUIREMENTS WITH LOCAL UTILITY SERVICE PROVIDER. CONTRACTOR TO PROVIDE UTILITY SERVICE PAD FOR SWITCH AND TRANSFORMER IN ACCORDANCE WITH UTILITY COMPANY STANDARDS AND REQUIREMENTS.

ALL BRANCH CIRCUITRY INSTALLATION AND LOADING SHALL COMPLY WITH CURRENT NEC.

CATALOG

1. LIGHTING IS INDICATED BY 'F' NUMBERS ON THE PLANS AND SCHEDULE.

SINGLE PHASE 20A BRANCH CIRCUITS WITH UNMARKED CONDUCTOR AMOUNTS AND SIZES SHALL DEFAULT TO 2#12,#12G,1/2"C COPPER.

PRIOR TO ROUGHING-IN ANY WIRING OR DEVICES, CONFIRM EXACT LOCATIONS WITH ARCHITECT/OWNER.

DESCRIPTION

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

ALL CABLE SHALL BE COPPER UNLESS OTHERWISE NOTED.

TAG F1

NOTES:

EXISTING CONDITIONS TAKEN OFF OF EXISTING AND ARCHITECTURAL PLANS. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS IN FIELD PRIOR TO CONSTRUCTION. ALL TERMINATIONS SHALL BE LISTED FOR 75 DEGREES C UNLESS OTHERWISE NOTED.

FIXTURE SCHEDULE

CONSULTING ENGINEERS 909 Poydras Street, Suite 2150 New Orleans, Louisiana 70112−1034 Tel. 504−586−1725 fax 504−586−1846 MOSES PROJ NO.: 2015006

NEW ORLEANS, LOUISIANA

2.COMPLETELY BIND AND GROUND ENTIRE ELECTRICAL SYSTEM IN ACCORDANCE WITH NFPA 70 AND THE CURRENT NEC ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION ARTICLE 250 IN IT'S ENTIRETY.

COORDINATE PHASING AS DIRECTED BY ARCHITECTURAL DRAWINGS AND THE GENERAL CONTRACTOR. MAKE ALL TEMPORARY CONNECTIONS NECESSARY ACCORDING TO ELECTRICAL DEMOLITION NOTES.

ELECTRICAL SYMBOLS

LINEAR PARK

1. THE NATIONAL ELECTRICAL CODE (NEC) 2011 EDITION. 2. ENTERGY (OR RESPECTIVE UTILITY PROVIDER) -CUSTOMER INSTALLATION STANDARDS FOR ELECTRIC SERVICE. 3. NFPA - NATIONAL FIRE PROTECTION ASSOCIATION NFPA-101, LIFE SAFETY CODE. 4. OSHA CODE OF FEDERAL REGULATIONS (FOR CONSTRUCTION PRACTICES). 5. ANSI HANDICAPPED CODE. 6. ANSI-A17.1: ELEVATORS, DUMBWAITERS, ESCALATORS AND MOVING WALKS. 7. APPLICABLE STATE AND LOCAL CODES/ORDINANCES. 8. CBM - CERTIFIED BALLAST MANUFACTURER 9. IPCEA - INSULATED POWER CABLE ENGINEERS' ASSOCIATION 10. FM - FACTORY MUTUAL 11. ETL - ELECTRICAL TESTING LABORATORIES 12. UL - UNDERWRITER LABORATORIES 13. IES - ILLUMINATING ENGINEERING SOCIETY 14. NECA 15. IBC 1. THE TERM "PROVIDE" MEANS TO FURNISH AND INSTALL.

THESE DRAWINGS HAVE BEEN COORDINATED WITH OTHER DISCIPLINES. ELECTRICAL CONTRACTOR TO COORDINATE FUSE, CIRCUIT BREAKER, WIRE, CONDUIT, DISCONNECT, ETC. SIZES WITH MANUFACTURERS' RECOMMENDATIONS OF EQUIPMENT AND UNITS ACTUALLY INSTALLED AND MODIFY AS NECESSARY TO ACCOMMODATE.

S

WORK PERFORMED UNDER THE ELECTRICAL INSTALLATION SHALL BE IN ACCORDANCE WITH STANDARDS LISTED BELOW OF THE LATEST APPLICABLE EDITION ADOPTED BY THE AUTHORITY HAVING JURISDICTION. WHERE THESE SPECIFICATIONS ARE MORE STRINGENT, THEY SHALL TAKE PRECEDENCE. IN CASE OF CONFLICT, OBTAIN A DECISION FROM THE ARCHITECT.

GENERAL:

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

ELECTRICAL NOTES:

F20

F21

SIGNAGE LIGHTING

BY OTHERS

LED

DATE

ISSUED FOR

11/18/2016

REVIEW SET

11/30/2016

SFM REVIEW SET

1/31/2017

PRICING SET

3/15/2017

PERMIT SET

REFER TO SPECIFICATION SECTION 260650.16 FOR COMPLETE LIGHTING INFORMATION AND SPECIFICATIONS.

DATE

REVISION

ISSUED FOR

21. SIZING OF MOTOR-RELATED ELECTRICAL COMPONENTS, INCLUDING FEEDERS, BRANCH CIRCUITS AND OVERCURRENT PROTECTION ARE BASED ON RATINGS INDICATED. VERIFY "ACTUALLY INSTALLED" MOTOR AND APPLIANCE RATINGS AND LOADS AND PROVIDE CORRECTLY SIZED MOTOR-RELATED ELECTRICAL COMPONENTS. REFLECT ALL CHANGES IN THE RECORD DRAWINGS. COORDINATE WITH ELECTRICAL ENGINEER IF NECESSARY.

23.

A WARRANTY SHALL BE PROVIDED IN ACCORDANCE WITH THE SPECIFICATIONS.

24. CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ADEQUATE PROTECTION OF STORED MATERIALS AND INSTALLED WORK. ALL FIXTURES AND EQUIPMENT SHALL BE TIGHTLY COVERED WITH SHEET POLYETHYLENE OR WATERPROOF TARPAULIN AND PROTECTED AGAINST DIRT, RUST, MOISTURE, CHEMICAL AND MECHANICAL INJURY REGARDLESS OF LOCATION. MATERIALS SHALL NOT BE STORED DIRECTLY ON EARTH ON IN AREAS WHERE THEY WILL BE SUBJECT TO PHYSICAL INJURY FROM VEHICLE TRAFFIC OR CONSTRUCTION EQUIPMENT. CONDUIT OPENINGS SHALL BE CAPPED OR PLUGGED DURING INSTALLATION. KEEP STOCK OF MATERIAL AND EQUIPMENT STORED ON THE PREMISES IN A NEAT AND ORDERLY MANNER.

I CA

EE /15 L E NG I N 017/03 2 R

TR

IN

PROFESSINAL ENGINEER IN

G

BLAKE MICHAEL HOSLI License No. 38688

EC

27. NO INSTALLATION WILL BE CONSIDERED COMPLETE UNTIL THE PROPER OPERATION OF ALL ELECTRICAL EQUIPMENT HAS BEEN DEMONSTRATED TO THE SATISFACTORY OF THE OWNER OR ITS AUTHORIZED REPRESENTATIVE. ALSO, ANY RECORD DRAWINGS, BOOKS NECESSARY TO MAINTAIN OR REPLACE ANY CONTRACTOR SUPPLIED MATERIAL SHALL BE COMPILED AND PRESENTED TO THE OWNER IN A FORM SUITABLE FOR REPRODUCTION.

OF LOU I S I TE AN A T

A

26. AT THE END OF EACH WORK DAY, THE CONTRACTOR SHALL REMOVE ALL DEBRIS, SURPLUS MATERIALS OR FOREIGN MATTER CAUSED BY THE PERFORMANCE OF ELECTRICAL WORK ON THE PREMISES. UPON COMPLETION OF THE WORK THE CONTRACTOR SHALL BE RESPONSIBLE FOR LEAVING THE PREMISES IN A CLEAN CONDITION.

S

25. PROVIDE TYPEWRITTEN PANELBOARD SCHEDULES TO PANELBOARD DOORS DEPICTING THE FINAL AS-BUILT CONDITIONS AT PROJECT COMPLETION. INDICATE DEVICE NAME AND LOCATION.

EL

C:\Autodesk\Autodesk_Revit_2016\2015-006 MCCNO Linear Park MEP R16_REDSEABOSS.rvt

22. SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL TO ARCHITECT PRIOR TO CONSTRUCTION FOR PANELBOARDS, CIRCUIT BREAKERS, LIGHT FIXTURES, TRANSFORMERS, DISCONNECT SWITCHES, CONTROL DEVICES, WIRING DEVICES AND CORD SETS/CONNECTORS FOR ELECTRICAL EQUIPMENT. OPERATION AND MAINTENANCE MANUALS SHALL BE SUBMITTED FOR PANELBOARDS, TRANSFORMERS, AND ANY OTHER EQUIPMENT UNDER THIS CONTRACT REQUIRING REGULAR OPERATION OR MAINTENANCE.

PROJECT NO.

N14023/14027

DRAWN BY

BH

CHECKED BY

LZ

DRAWING TITLE

3/15/2017 4:12:45 PM

Symbols & Notes

SHEET NO.

E0.00

UTILITY SWITCHGEAR

LIGHTING CONTROL EQUIPMENT

HP1 100A

LP1 100A 30KVA 480V120/208V TLP1

N G

4#3,#8G,1 1/4"C

2 SETS (4#350,#1/0G,3"C)

UTILITY SUPPLIED EQUIPMENT ON CONTRACTOR SUPPLIED PAD WITH CONDUIT AND STUBUPS PER UTILITY COMPANY SPECIFICATIONS - SEE DETAIL

FEEDS TO:

 

EQUIPMENT MOUNTED IN ENCLOSURE

LIGHTING CONTROL EQUIPMENT

HP2 225A

LP2 100A 30KVA 480V120/208V TLP2

3/4"X10' COPPER CLAD STEEL GROUND ROD DRIVEN 10'-0" INTO GROUNDS 10' APART

LIGHTING OTHER BRANCH CIRCUITS

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

277/480V DELTA UTILITY TRANSFORMER

EQUIPMENT MOUNTED IN ENCLOSURE

MAIN DISTRIBUTION PANEL MOUNTED ON FRAME

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

DP1 600A

M

4#3,#8G,1 1/4"C FEEDS TO: LIGHTING MOVING WALKS 30A TWIST-LOCK RECEPTACLES OTHER BRANCH CIRCUITS DRY TYPE TRANSFORMER EQUIPMENT MOUNTED IN ENCLOSURE

LP3 100A 30KVA 480V120/208V TLP3

LP5 100A

M 120/208V SERVICE FROM NETWORK GRID

    

120/208V SERVICE FROM NETWORK GRID

N G

  

4#3,1 1/4"C

120/208V SERVICE FROM NETWORK GRID

N G

  

4#3,1 1/4"C

INSULATED GROUNDING ELECTRODE CONDUCTOR SIZED PER NEC

LIGHTING 30A TWIST-LOCK RECEPTACLES OTHER BRANCH CIRCUITS

3/4"X10' COPPER CLAD STEEL GROUND ROD DRIVEN 10'-0" INTO GROUNDS 10' APART

CONSULTING ENGINEERS 909 Poydras Street, Suite 2150 New Orleans, Louisiana 70112−1034 Tel. 504−586−1725 fax 504−586−1846

NEUTRAL BUS

FEEDS TO: PIN & SLEEVE FLOOR BOX CONNECTIONS LIGHTING MOVING WALKS 30A TWIST-LOCK RECEPTACLES OTHER BRANCH CIRCUITS

MOSES PROJ NO.: 2015006

CONDUIT BONDING (IF METALLIC)

3/4"X10' COPPER CLAD STEEL GROUND ROD DRIVEN INTO EARTH BOND TO WIRE MESH IN SLAB IF PRESENT

CONDUIT BONDING

LIGHTING CONTROL EQUIPMENT

N G

3

FEEDS TO:

LIGHTING 30A TWIST-LOCK RECEPTACLES OTHER BRANCH CIRCUITS

3/4"X10' COPPER CLAD STEEL GROUND ROD DRIVEN 10'-0" INTO GROUNDS 10' APART

LP7 100A

M

NEUTRAL BUS

4#3,#8G,1 1/4"C

FEEDS TO: PIN & SLEEVE FLOOR BOX CONNECTIONS LIGHTING MOVING WALKS 30A TWIST-LOCK RECEPTACLES OTHER BRANCH CIRCUITS

LIGHTING CONTROL EQUIPMENT

LP6 100A

M

GROUND BUS

PHASE CONDUCTORS

GROUND BUS

EQUIPMENT MOUNTED IN ENCLOSURE

FEEDS TO:

1

30KVA 480V120/208V TLP4

EQUIPMENT MOUNTED IN ENCLOSURE

LIGHTING CONTROL EQUIPMENT

LP4 100A

4#3,#8G,1 1/4"C

    

EQUIPMENT MOUNTED IN ENCLOSURE

LIGHTING CONTROL EQUIPMENT

HP4 400A

FEEDS TO:

  

4#3,1 1/4"C

TRANSFORMER GROUNDING-BONDING DIAGRAM

E1.00

LIGHTING 30A TWIST-LOCK RECEPTACLES OTHER BRANCH CIRCUITS

3/4"X10' COPPER CLAD STEEL GROUND ROD DRIVEN 10'-0" INTO GROUNDS 10' APART

POWER RISER DIAGRAM

E1.00

0-10V CONTROL CONDUCTORS

POWER CENTER: HP2 LOCATION TBD WALL-MOUNTABLE EQUIPMENT RACK

MASTER CONTROL RACK

0-10V CONTROL CONDUCTORS

POWER CENTER: HP1

(TYP FOR DIMMED FIXTURES)

TO RELAY CIRCUITS

TO RELAY CIRCUITS

(TYP OF 24 - 20A 2-WIRE CIRCUITS)

(TYP OF 24 - 20A 2-WIRE CIRCUITS)

(TYP OF 24 - 20A 2-WIRE CIRCUITS)

WALL-MOUNTABLE EQUIPMENT RACK

UNISON ERn2r ARCHITECTURAL CONTROL UNIT

ECHO FEED-THRU RELAY PANEL

24 x 20A SINGLE POLE RELAYS

NET3 4-PORT GATEWAY SWITCH WITH PoE AND 2 FIBER PORTS

SWITCH WITH PoE AND 2 FIBER PORTS

BRUSH PANEL 1U

BRUSH PANEL 1U

BRUSH PANEL 1U

24-PORT PATCH PANEL

24-PORT PATCH PANEL N1

F1

24-PORT PATCH PANEL N1

UNINTERRUPTIBLE POWER SUPPLY

N1

UNINTERRUPTIBLE POWER SUPPLY

DMX GATEWAY

F1

24 x 20A SINGLE POLE RELAYS

NET3 4-PORT GATEWAY

SWITCH WITH PoE AND 2 FIBER PORTS

DMX GATEWAY

(TYP OF 24 - 20A 2-WIRE CIRCUITS)

WALL-MOUNTABLE EQUIPMENT RACK

BRUSH PANEL 1U N1

F1

TO RELAY CIRCUITS

SWITCH WITH PoE AND 2 FIBER PORTS

UNINTERRUPTIBLE POWER SUPPLY

(TYP FOR DIMMED FIXTURES)

ECHO FEED-THRU RELAY PANEL

24 x 20A SINGLE POLE RELAYS

NET3 4-PORT GATEWAY

24-PORT PATCH PANEL

1 - P-ACP 1 - P-SPM

WALL-MOUNTABLE EQUIPMENT RACK

ECHO FEED-THRU RELAY PANEL

24 x 20A SINGLE POLE RELAYS

NET3 4-PORT GATEWAY

0-10V CONTROL CONDUCTORS

POWER CENTER: HP4

(TYP FOR DIMMED FIXTURES)

TO RELAY CIRCUITS

ECHO FEED-THRU RELAY PANEL

WALL-MOUNTABLE EQUIPMENT RACK

0-10V CONTROL CONDUCTORS

POWER CENTER: HP3

(TYP FOR DIMMED FIXTURES)

UNINTERRUPTIBLE POWER SUPPLY

DMX GATEWAY

F1

DMX GATEWAY

P-CCS CENTRAL CONTROL SERVER

UNISON P-TS18 RACK-MOUNT 18" TOUCHSCREEN

NEW ORLEANS, LOUISIANA

LIGHTING CONTROL EQUIPMENT

HP3 400A

LINEAR PARK

EQUIPMENT MOUNTED IN ENCLOSURE

PHASE CONDUCTORS

N-G BOND

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

   

DATE

ISSUED FOR

11/18/2016

REVIEW SET

11/30/2016

SFM REVIEW SET

1/31/2017

PRICING SET

3/15/2017

PERMIT SET

F1

SINGLE PHASE, 2 WIRE + GND 120V / 60 Hz. 20A MAX.

SWITCH WITH PoE AND 2 FIBER PORTS BRUSH PANEL 1U

SINGLE PHASE, 2 WIRE + GND 120V / 60 Hz. 20A MAX.

24 - 20A 1 PHASE, 2 WIRE + GND 120V AND/OR 277V 120 VAC OR 277 VAC CIRCUITS 20A MAX. 60Hz.

24-PORT PATCH PANEL

24 - 20A 1 PHASE, 2 WIRE + GND 120V AND/OR 277V 120 VAC OR 277 VAC CIRCUITS 20A MAX. 60Hz.

SINGLE PHASE, 2 WIRE + GND 120V / 60 Hz. 20A MAX.

24 - 20A 1 PHASE, 2 WIRE + GND 120V AND/OR 277V 120 VAC OR 277 VAC CIRCUITS 20A MAX. 60Hz.

SINGLE PHASE, 2 WIRE + GND 120V / 60 Hz. 20A MAX.

24 - 20A 1 PHASE, 2 WIRE + GND 120V AND/OR 277V 120 VAC OR 277 VAC CIRCUITS 20A MAX. 60Hz.

DATE

UNINTERRUPTIBLE POWER SUPPLY

REVISION

ISSUED FOR

SINGLE PHASE, 2 WIRE + GND 120V / 60 Hz. 20A MAX.

TO RELAY CIRCUITS

(TYP OF 24 - 20A 2-WIRE CIRCUITS)

(TYP OF 24 - 20A 2-WIRE CIRCUITS)

WALL-MOUNTABLE EQUIPMENT RACK

ECHO FEED-THRU RELAY PANEL

ECHO FEED-THRU RELAY PANEL

BRUSH PANEL 1U

SWITCH WITH PoE AND 2 FIBER PORTS BRUSH PANEL 1U

24-PORT PATCH PANEL

24-PORT PATCH PANEL

24-PORT PATCH PANEL N1

F1

2.

NOTES: LIGHTING AND LIGHTING CONTROL SYSTEM DESIGN IS BY OTHERS AND APPEARS ON THESE DRAWINGS FOR COORDINATION PURPOSES. REFER TO LIGHTING AND LIGHTING CONTROL SPECIFICATIONS AND DRAWINGS. EACH F7, F9, F11, AND F14 FIXTURE TO HAVE 0-10V DIMMING CONTROL CONDUCTORS BROUGHT TO IT IN CONDUIT FROM LIGHTING CONTROLLER. LIGHTING CONTROLLER TO PROVIDE 0-10V DIMMING FOR THESE FIXTURES.

BLAKE MICHAEL HOSLI License No. 38688

N1

UNINTERRUPTIBLE POWER SUPPLY

UNINTERRUPTIBLE POWER SUPPLY

DMX GATEWAY

DMX GATEWAY

OF LOU I S I TE AN A T

PROFESSINAL ENGINEER IN

EC

TR

CONTROL WIRING LEGEND WIRE TYPE(S)

N*

(1) BELDEN 1583A

F*

(1) MULTIMODE FIBER

SIGNAL ETC NET

FIBER

SINGLE PHASE, 2 WIRE + GND 120V / 60 Hz. 20A MAX.

24 - 20A 1 PHASE, 2 WIRE + GND 120V AND/OR 277V 120 VAC OR 277 VAC CIRCUITS 20A MAX. 60Hz.

SINGLE PHASE, 2 WIRE + GND 120V / 60 Hz. 20A MAX.

24 - 20A 1 PHASE, 2 WIRE + GND 120V AND/OR 277V 120 VAC OR 277 VAC CIRCUITS 20A MAX. 60Hz.

SINGLE PHASE, 2 WIRE + GND 120V / 60 Hz. 20A MAX.

24 - 20A 1 PHASE, 2 WIRE + GND 120V AND/OR 277V 120 VAC OR 277 VAC CIRCUITS 20A MAX. 60Hz.

A

SWITCH WITH PoE AND 2 FIBER PORTS

N1

24 x 20A SINGLE POLE RELAYS

NET3 4-PORT GATEWAY

BRUSH PANEL 1U

DMX GATEWAY

(TYP OF 24 - 20A 2-WIRE CIRCUITS)

WALL-MOUNTABLE EQUIPMENT RACK

SWITCH WITH PoE AND 2 FIBER PORTS

UNINTERRUPTIBLE POWER SUPPLY F1

24 x 20A SINGLE POLE RELAYS

NET3 4-PORT GATEWAY

1.

TO RELAY CIRCUITS

ECHO FEED-THRU RELAY PANEL

24 x 20A SINGLE POLE RELAYS

NET3 4-PORT GATEWAY

(TYP FOR DIMMED FIXTURES)

G

TO RELAY CIRCUITS

0-10V CONTROL CONDUCTORS

POWER CENTER: LP7

IN

(TYP FOR DIMMED FIXTURES)

I CA

EE /15 L E NG I N 017/03 2 R

WALL-MOUNTABLE EQUIPMENT RACK

SYMBOL

3/15/2017 4:12:46 PM

0-10V CONTROL CONDUCTORS

POWER CENTER: LP6

(TYP FOR DIMMED FIXTURES)

S

0-10V CONTROL CONDUCTORS

POWER CENTER: LP5

EL

C:\Autodesk\Autodesk_Revit_2016\2015-006 MCCNO Linear Park MEP R16_REDSEABOSS.rvt

(BY OTHERS)

PROJECT NO.

N14023/14027

DRAWN BY

BH

CHECKED BY

LZ

DRAWING TITLE

Electrical Riser & Lighting Controls

* = WIRE QUANTITY

2 E1.00

LIGHTING CONTROL DIAGRAM 1 : 10

SHEET NO.

E1.00

PANELBOARD LABEL: HP3

LOCATION:

VOLTAGE: 480/277 Wye PHASE: 3

SUPPLY SOURCE: MOUNTING: Surface ENCLOSURE: Type 3R

MAINS TYPE: MCB MAINS RATING: 600 A

WIRES: 4

AIC RATING: 65,000 AIC

LOCATION:

CALCULATED AIC:

SUPPLY SOURCE: DP1 MOUNTING: Surface

BUS: 600 A

MAINS TYPE: MCB MAINS RATING: 400 A

WIRES: 4

AIC RATING: 42,000 AIC CALCULATED AIC:

BUS: 400 A

ENCLOSURE: Type 3R

ACCESSORIES:

ACCESSORIES: POLES

WIRE SIZE

TRIP

POLES

3-#3, 1-#3, 1-#8

100 A

3

3-#6, 1-#6, 1-#10

60 A

3

--

--

--

--

5

--

--

--

--

8

7

MOVING WALK

3-#6, 1-#6, 1-#10

60 A

3

--

10

9

--

--

--

--

--

12

11

--

--

--

--

14

13

MOVING WALK

3-#6, 1-#6, 1-#10

60 A

3

16

15

--

--

--

--

18

17

--

--

--

--

20

19

MOVING WALK

3-#6, 1-#6, 1-#10

60 A

3

22

21

--

--

--

--

24

23

--

--

--

--

25

26

25

26

27

28

27

28

29

30

29

30

CONSULTING ENGINEERS

31

32

31

32

909 Poydras Street, Suite 2150

33

34

33

34

New Orleans, Louisiana 70112−1034

35

36

35

36

37

38

37

38

39

40

39

40

41

42

41

42

1

HP1

3

--

--

--

--

5

--

--

--

--

7

HP2

3-#4/0, 1-#4/0, 1-#4

225 A

3

9

--

--

--

--

11

--

--

--

--

13

HP3

2 runs of 3-#3/0, 1-#3/0, 1-#3

400 A

3

15

--

--

--

--

17

--

--

--

--

19

HP4

2 runs of 3-#500, 1-#500, 1-#3/0

400 A

3

21

--

--

--

--

23

--

--

--

--

A

1280

B

C

2300 1860

2300 720

29093

2300

2300 26773

2300 24613

2300

POLES

TRIP

WIRE SIZE

DESCRIPTION

CKT#

CKT#

3

60 A

3-#6, 1-#6, 1-#10

--

--

--

MOVING WALK

2

1

MOVING WALK

--

--

4

3

--

--

--

6

3

60 A

3-#6, 1-#6, 1-#10

MOVING WALK

--

--

--

--

--

--

71941 68381 66061 120048 116008 112028

DESCRIPTION

A

5124

B

C

22000 5124

22000 5124

2300

22000

22000 2300

22000 2300

5124

22000

5333 5124

5333 5124

2300

5333

7760 2300

4200 2300

1880

TOTAL LOAD:

226963 VA

217623 VA

208023 VA

TOTAL LOAD:

71941 VA

68381 VA

66061 VA

TOTAL AMPS:

825 A

791 A

751 A

TOTAL AMPS:

261 A

248 A

238 A

TOTAL CONNECTED LOAD: 652608 VA ESTIMATED DEMAND LOAD: 412338 VA

TOTAL CONNNECTED CURRENT: 785 A ESTIMATED DEMAND CURRENT: 496 A

TOTAL CONNECTED LOAD: 206384 VA ESTIMATED DEMAND LOAD: 138174 VA

POLES

TRIP

WIRE SIZE

3

100 A

3-#3, 1-#3, 1-#8

--

--

--

DESCRIPTION

CKT#

100A FLOORBOX

2

--

--

4

--

--

--

6

3

100 A

3-#3, 1-#3, 1-#8

100A FLOORBOXES

8

--

--

--

--

10

--

--

--

--

12

3

30 A

3-#10, 1-#10, 1-#10

PARK 480V 30A REC

14

--

--

--

--

16

--

--

--

--

18

3

50 A

3-#8, 1-#8, 1-#10

TLP3

20

--

--

--

--

22

--

--

--

--

24

Notes:

PANELBOARD SCHEDULE

PANELBOARD SCHEDULE PANELBOARD LABEL: HP4

LOCATION: SUPPLY SOURCE: DP1 MOUNTING: Surface

VOLTAGE: 480/277 Wye PHASE: 3

MAINS TYPE: MCB MAINS RATING: 100 A BUS: 100 A

WIRES: 4

AIC RATING: 42,000 AIC

LOCATION: SUPPLY SOURCE: DP1 MOUNTING: Surface

CALCULATED AIC:

ENCLOSURE: Type 3R

CKT#

DESCRIPTION

VOLTAGE: 480/277 Wye PHASE: 3

MAINS TYPE: MCB MAINS RATING: 400 A BUS: 400 A

WIRES: 4

AIC RATING: 42,000 AIC CALCULATED AIC:

ENCLOSURE: Type 3R

ACCESSORIES:

ACCESSORIES: WIRE SIZE

TRIP

POLES

CKT#

CKT#

WIRE SIZE

TRIP

POLES

3-#8, 1-#8, 1-#10

50 A

3

2

1

100A FLOORBOXES

3-#3, 1-#3, 1-#8

100 A

3

4

3

--

--

--

--

6

5

--

--

--

--

7

8

7

100A FLOORBOXES

3-#3, 1-#3, 1-#8

100 A

3

9

10

9

--

--

--

--

11

12

11

--

--

--

--

3-#3, 1-#3, 1-#8

100 A

3

1

TLP1

3

--

--

--

--

5

--

--

--

--

A

B

POLES

C

TRIP

WIRE SIZE

DESCRIPTION

1280 1860 720

DESCRIPTION

TOTAL LOAD:

1280 VA

1860 VA

720 VA

13

100A FLOORBOX

TOTAL AMPS:

5A

7A

3A

15

--

--

--

--

17

--

--

--

--

19

WATER FEATURE - NOTE 1

1-#12, 1-#12, 1-#12

20 A

1

21

PARK 480V 30A REC

3-#10, 1-#10, 1-#10

30 A

3

23

--

--

--

--

25

--

--

--

--

27

PARK 480V 30A REC

3-#10, 1-#10, 1-#10

30 A

3

29

--

--

--

--

31

--

--

--

--

33

PARK 480V 30A REC

3-#10, 1-#10, 1-#10

30 A

3

35

--

--

--

--

37

--

--

--

--

TOTAL CONNECTED LOAD: 3860 VA ESTIMATED DEMAND LOAD: 3860 VA

TOTAL CONNNECTED CURRENT: 5 A ESTIMATED DEMAND CURRENT: 5 A

Notes:

PANELBOARD SCHEDULE VOLTAGE: 480/277 Wye PHASE: 3

SUPPLY SOURCE: DP1 MOUNTING: Surface

MAINS TYPE: MCB MAINS RATING: 225 A

WIRES: 4

A

22000

B

C

5124 22000

5124 22000

22000

5124

5124 22000

5124 22000

22000

5124

10700 22000

7760 22000

1100

3780

5333 5333

5333 5333

5333

5333

5333 5333

5333 5333

5333

5333

5333 5333

5333 5333

5333

POLES

TRIP

WIRE SIZE

3

60 A

3-#6, 1-#6, 1-#10

--

--

--

DESCRIPTION

CKT#

MOVING WALK

2

--

--

4

--

--

--

6

3

60 A

3-#6, 1-#6, 1-#10

MOVING WALK

8

--

--

--

--

10

--

--

--

--

12

3

50 A

3-#8, 1-#8, 1-#10

TLP4

14

--

--

--

--

16

--

--

--

--

18

3

30 A

3-#10, 1-#10, 1-#10

PARK 480V 30A REC

20

--

--

--

--

22

--

--

--

--

24

3

30 A

3-#10, 1-#10, 1-#10

PARK 480V 30A REC

26

--

--

--

--

28

--

--

--

--

30

3

30 A

3-#10, 1-#10, 1-#10

PARK 480V 30A REC

32

--

--

--

--

34

--

--

--

--

36

5333

40

41

42

TOTAL LOAD:

120048 VA

116008 VA

112028 VA

TOTAL AMPS:

436 A

421 A

404 A

AIC RATING: 42,000 AIC CALCULATED AIC:

TOTAL CONNECTED LOAD: 348084 VA ESTIMATED DEMAND LOAD: 202554 VA

BUS: 225 A

MOSES PROJ NO.: 2015006

DATE

ISSUED FOR

11/18/2016

REVIEW SET

11/30/2016

SFM REVIEW SET

1/31/2017

PRICING SET

3/15/2017

PERMIT SET

38

39

PANELBOARD LABEL: HP2 LOCATION:

fax 504−586−1846

TOTAL CONNNECTED CURRENT: 248 A ESTIMATED DEMAND CURRENT: 166 A

Notes:

PANELBOARD LABEL: HP1

Tel. 504−586−1725

NEW ORLEANS, LOUISIANA

TRIP

LINEAR PARK

WIRE SIZE

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

DESCRIPTION

VOLTAGE: 480/277 Wye PHASE: 3

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

PANELBOARD SCHEDULE

PANELBOARD LABEL: DP1

CKT#

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

PANELBOARD SCHEDULE

DATE

TOTAL CONNNECTED CURRENT: 419 A ESTIMATED DEMAND CURRENT: 244 A

REVISION

ISSUED FOR

ENCLOSURE: Type 3R ACCESSORIES:

3-#10, 1-#10, 1-#10

30 A

3

1

PARK 480V 30A REC

3

--

--

--

--

5

--

--

--

--

7

TLP2

3-#8, 1-#8, 1-#10

50 A

3

9

--

--

--

--

11

--

--

--

--

A

5333

B

C

2300 5333

2300 5333

9960

2300

2300 7640

2300 5480

2300

2300

13

2300

15

2300

17

2300

19

2300

21

2300

23

2300

25

2300

27

2300

29

POLES

TRIP

WIRE SIZE

3

60 A

3-#6, 1-#6, 1-#10

--

--

--

DESCRIPTION

CKT#

MOVING WALK

2

--

--

4

--

--

--

6

3

60 A

3-#6, 1-#6, 1-#10

MOVING WALK

8

--

--

--

--

10

--

--

--

--

12

3

60 A

3-#6, 1-#6, 1-#10

MOVING WALK

14

--

--

--

--

16

--

--

--

--

18

3

60 A

3-#6, 1-#6, 1-#10

MOVING WALK

20

--

--

--

--

22

--

--

--

3

60 A

3-#6, 1-#6, 1-#10

--

--

--

Notes: NOTE 1 - BREAKER TO BE LOCABLE IN THE OPEN POSITION.

PANELBOARD SCHEDULE PANELBOARD LABEL: LP1 LOCATION: SUPPLY SOURCE: TLP1 MOUNTING: Surface

MAINS TYPE: MCB MAINS RATING: 100 A

WIRES: 4

AIC RATING: 22,000 AIC CALCULATED AIC:

BUS: 100 A

ENCLOSURE: Type 3R

--

24

MOVING WALK

26

--

--

28

--

--

--

30

CKT#

3

60 A

3-#6, 1-#6, 1-#10

MOVING WALK

32

1

--

--

--

--

34

--

--

--

--

ACCESSORIES: POLES

MOVING WALK SERVICE LTS, REC

1-#12, 1-#12, 1-#12

20 A

1

3

LIGHTING EQ. RACK

1-#12, 1-#12, 1-#12

20 A

1

36

5

SERVICE RECEPTACLE

1-#12, 1-#12, 1-#12

20 A

1

37

38

7

RECEPTACLE

1-#12, 1-#12, 1-#12

20 A

1

39

40

9

10

41

42

11

12

2300 2300

33

2300

35

TOTAL LOAD: TOTAL AMPS: TOTAL CONNECTED LOAD: 80480 VA ESTIMATED DEMAND LOAD: 68950 VA

29093 VA 106 A

26773 VA 98 A

TOTAL CONNNECTED CURRENT: 97 A ESTIMATED DEMAND CURRENT: 83 A

24613 VA 89 A

TOTAL LOAD: TOTAL AMPS: TOTAL CONNECTED LOAD: 3860 VA ESTIMATED DEMAND LOAD: 3860 VA

Notes:

A

600

B

C

500 1500

360 360

360

180

1280 VA 11 A

TOTAL CONNNECTED CURRENT: 11 A ESTIMATED DEMAND CURRENT: 11 A

POLES

TRIP

WIRE SIZE

DESCRIPTION

CKT#

1

20 A

1-#12, 1-#12, 1-#12

LIGHTING RELAY PANEL

2

1

20 A

1-#12, 1-#12, 1-#12

RECEPTACLE

4

1

20 A

1-#12, 1-#12, 1-#12

CALLBOX/AUDIO

6 8

1860 VA 16 A

OF LOU I S I TE AN A T

A

TRIP

31

DESCRIPTION

BLAKE MICHAEL HOSLI License No. 38688 PROFESSINAL ENGINEER IN

EC

WIRE SIZE

Notes:

3/15/2017 4:12:46 PM

VOLTAGE: 120/208 Wye PHASE: 3

TR

G

POLES

IN

TRIP

I CA

720 VA 6A

EE /15 L E NG I N 017/03 2 R

WIRE SIZE

S

DESCRIPTION

EL

C:\Autodesk\Autodesk_Revit_2016\2015-006 MCCNO Linear Park MEP R16_REDSEABOSS.rvt

CKT#

PROJECT NO.

N14023/14027

DRAWN BY

BH

CHECKED BY

LZ

DRAWING TITLE

Panel Schedules

SHEET NO.

E1.01

PANELBOARD SCHEDULE PANELBOARD LABEL: LP5

LOCATION:

VOLTAGE: 120/208 Wye PHASE: 3

SUPPLY SOURCE: TLP2 MOUNTING: Surface

MAINS TYPE: MCB MAINS RATING: 100 A

WIRES: 4

AIC RATING: 22,000 AIC

LOCATION:

CALCULATED AIC:

SUPPLY SOURCE:

BUS: 100 A

MOUNTING: Surface ENCLOSURE: Type 3R

ENCLOSURE: Type 3R ACCESSORIES: CKT#

DESCRIPTION

VOLTAGE: 120/208 Wye PHASE: 3

MAINS TYPE: MCB MAINS RATING: 100 A

WIRES: 4

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

PANELBOARD LABEL: LP2

AIC RATING: 22,000 AIC CALCULATED AIC:

BUS: 100 A

ACCESSORIES: WIRE SIZE

TRIP

POLES

WIRE SIZE

TRIP

POLES

PARK 30A REC

1-#10, 1-#10, 1-#10

30 A

1

3

PARK 30A REC

1-#6, 1-#6, 1-#6

30 A

1

6

5

PARK 208V 30A REC

2-#10, 1-#10, 1-#10

30 A

2

PARK 30A REC

8

7

--

--

--

--

1-#12, 1-#12, 1-#12

RECEPTACLE

10

9

RECEPTACLE

1-#12, 1-#12, 1-#12

20 A

1

20 A

1-#12, 1-#12, 1-#12

LIGHTING EQ. RACK

12

11

LIGHTING RELAY PANEL

1-#12, 1-#12, 1-#12

20 A

1

20 A

1-#12, 1-#12, 1-#12

CALLBOX/AUDIO

14

13

ART INSTALLATION POWER

1-#8, 1-#8, 1-#8

20 A

1

16

15

16

17

18

17

18

19

20

19

20

21

22

21

22

23

24

23

24

25

26

25

26

27

28

27

28

29

30

29

30

1

MOVING WALK SERVICE LTS, REC

1-#12, 1-#12, 1-#12

20 A

1

3

MOVING WALK SERVICE LTS, REC

1-#12, 1-#12, 1-#12

20 A

1

5

MOVING WALK SERVICE LTS, REC

1-#12, 1-#12, 1-#12

20 A

1

7

PARK 30A REC

1-#8, 1-#8, 1-#8

30 A

1

9

PARK 30A REC

1-#4, 1-#4, 1-#4

30 A

1

11

LIGHTING RELAY PANEL

1-#12, 1-#12, 1-#12

20 A

1

13

CALLBOX/AUDIO

1-#12, 1-#12, 1-#12

20 A

1

15

ART INSTALLATION POWER

1-#10, 1-#10, 1-#10

20 A

1

A

B

600

2880 600

TOTAL AMPS:

2880 600

2880

2880

2880 2880

180 500

360

1500

360

POLES

TRIP

WIRE SIZE

1

30 A

1-#3, 1-#3, 1-#3

1

30 A

1

DESCRIPTION

CKT#

CKT#

PARK 30A REC

2

1

1-#4, 1-#4, 1-#4

PARK 30A REC

4

30 A

1-#6, 1-#6, 1-#6

PARK 30A REC

1

30 A

1-#4, 1-#4, 1-#4

1

20 A

1 1

1100

9960 VA 86 A

TOTAL LOAD:

C

7640 VA 66 A

DESCRIPTION

5480 VA 46 A

A

B

1440

2880 2880

TOTAL AMPS:

2880 2000

2000

2000

2000 180

1500 500

360

POLES

TRIP

WIRE SIZE

DESCRIPTION

1

30 A

1-#8, 1-#8, 1-#8

PARK 30A REC

2

1

30 A

1-#3, 1-#3, 1-#3

PARK 30A REC

4

2

30 A

2-#10, 1-#10, 1-#10

PARK 208V 30A REC

6

--

--

--

--

8

1

20 A

1-#12, 1-#12, 1-#12

LIGHTING EQ. RACK

10

1

20 A

1-#12, 1-#12, 1-#12

CALLBOX/AUDIO

12

1100

CKT#

14

9420 VA 82 A

TOTAL LOAD:

C

7440 VA 65 A

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

PANELBOARD SCHEDULE

4860 VA 41 A

CONSULTING ENGINEERS TOTAL CONNECTED LOAD: 23080 VA ESTIMATED DEMAND LOAD: 19550 VA

TOTAL CONNNECTED CURRENT: 64 A ESTIMATED DEMAND CURRENT: 54 A

TOTAL CONNECTED LOAD: 21720 VA ESTIMATED DEMAND LOAD: 17790 VA

909 Poydras Street, Suite 2150

TOTAL CONNNECTED CURRENT: 60 A ESTIMATED DEMAND CURRENT: 49 A

New Orleans, Louisiana 70112−1034 Tel. 504−586−1725 fax 504−586−1846

Notes:

PANELBOARD SCHEDULE

PANELBOARD LABEL: LP3

PANELBOARD LABEL: LP6

LOCATION:

VOLTAGE: 120/208 Wye PHASE: 3

SUPPLY SOURCE: TLP3 MOUNTING: Surface

MAINS TYPE: MCB MAINS RATING: 100 A

WIRES: 4

AIC RATING: 22,000 AIC

LOCATION:

CALCULATED AIC:

SUPPLY SOURCE:

BUS: 100 A

MOUNTING: Surface ENCLOSURE: Type 3R

ENCLOSURE: Type 3R ACCESSORIES: CKT#

DESCRIPTION

VOLTAGE: 120/208 Wye PHASE: 3 WIRES: 4

WIRE SIZE

TRIP

POLES

CALCULATED AIC:

BUS: 100 A

WIRE SIZE

TRIP

POLES

PARK 30A REC

1-#6, 1-#6, 1-#6

30 A

1

3

PARK 30A REC

1-#8, 1-#8, 1-#8

30 A

1

6

5

LIGHTING EQ. RACK

1-#12, 1-#12, 1-#12

20 A

1

LIGHTING EQ. RACK

8

7

CALLBOX/AUDIO

1-#12, 1-#12, 1-#12

20 A

1

CALLBOX/AUDIO

10

9

10

12

11

12

13

14

13

14

15

16

15

16

17

18

17

18

19

20

19

20

21

22

21

22

23

24

23

24

25

26

25

26

27

28

27

28

29

30

29

30

1

PARK 30A REC

1-#8, 1-#8, 1-#8

30 A

1

3

PARK 30A REC

1-#4, 1-#4, 1-#4

30 A

1

5

MOVING WALK SERVICE LTS, REC

1-#12, 1-#12, 1-#12

20 A

1

7

LIGHTING RELAY PANEL

1-#12, 1-#12, 1-#12

20 A

1

9

CALLBOX/AUDIO

1-#12, 1-#12, 1-#12

20 A

1

11

ART INSTALLATION POWER

1-#10, 1-#10, 1-#10

20 A

1

A

B

2880

C

2880 2880

600 600

500

180

1500 360

360

POLES

TRIP

WIRE SIZE

1

30 A

1-#6, 1-#6, 1-#6

1

20 A

1

DESCRIPTION

CKT#

CKT#

PARK 30A REC

2

1

1-#12, 1-#12, 1-#12

MOVING WALK SERVICE LTS, REC

4

20 A

1-#12, 1-#12, 1-#12

RECEPTACLE

1

20 A

1-#12, 1-#12, 1-#12

1

20 A

1-#12, 1-#12, 1-#12

1100

DESCRIPTION

A

B

2880

C

2880 2880

180 1500

500

POLES

TRIP

WIRE SIZE

DESCRIPTION

1

30 A

1-#8, 1-#8, 1-#8

PARK 30A REC

2

1

20 A

1-#12, 1-#12, 1-#12

RECEPTACLE

4

1

20 A

1-#12, 1-#12, 1-#12

LIGHTING RELAY PANEL

6

360

CKT#

8

TOTAL LOAD:

7760 VA

4200 VA

1880 VA

TOTAL LOAD:

6120 VA

3060 VA

2000 VA

TOTAL AMPS:

68 A

38 A

16 A

TOTAL AMPS:

52 A

27 A

17 A DATE

ISSUED FOR

TOTAL CONNECTED LOAD: 13840 VA

TOTAL CONNNECTED CURRENT: 38 A

TOTAL CONNECTED LOAD: 11180 VA

TOTAL CONNNECTED CURRENT: 31 A

11/18/2016

REVIEW SET

ESTIMATED DEMAND LOAD: 13950 VA

ESTIMATED DEMAND CURRENT: 39 A

ESTIMATED DEMAND LOAD: 11180 VA

ESTIMATED DEMAND CURRENT: 31 A

11/30/2016

SFM REVIEW SET

1/31/2017

PRICING SET

3/15/2017

PERMIT SET

Notes:

PANELBOARD SCHEDULE VOLTAGE: 120/208 Wye PHASE: 3

SUPPLY SOURCE: TLP4 MOUNTING: Surface

MAINS TYPE: MCB MAINS RATING: 100 A

WIRES: 4

AIC RATING: 22,000 AIC

LOCATION:

CALCULATED AIC:

VOLTAGE: 120/208 Wye PHASE: 3

SUPPLY SOURCE:

BUS: 100 A

MOUNTING: Surface

ENCLOSURE: Type 3R

MAINS TYPE: MCB MAINS RATING: 100 A

WIRES: 4

AIC RATING: 22,000 AIC CALCULATED AIC:

BUS: 100 A

ACCESSORIES: CKT#

PARK 30A REC

2

1

PARK 30A REC

PARK 30A REC

4

3

PARK 208V 30A REC

1-#12, 1-#12, 1-#12

receptacle

6

5

--

20 A

1-#12, 1-#12, 1-#12

MOVING WALK SERVICE LTS, REC

8

7

1

20 A

1-#12, 1-#12, 1-#12

LIGHTING RELAY PANEL

10

9

1

20 A

1-#12, 1-#12, 1-#12

CALLBOX/AUDIO

12

11

12

1

20 A

1-#12, 1-#12, 1-#12

ART INSTALLATION POWER

14

13

14

15

16

15

16

17

18

17

18

19

20

19

20

21

22

21

22

23

24

23

24

25

26

25

26

27

28

27

28

29

30

29

30

31

32

TOTAL LOAD:

7440 VA

4860 VA

4000 VA

33

34

TOTAL AMPS:

63 A

42 A

33 A

35

36

37

38

39

40

41

42

PARK 30A REC

1-#4, 1-#4, 1-#4

30 A

1

3

PARK 30A REC

1-#4, 1-#4, 1-#4

30 A

1

5

PARK 30A REC

1-#10, 1-#10, 1-#10

30 A

1

7

PARK 30A REC

1-#4, 1-#4, 1-#4

30 A

1

9

LIGHTING EQ. RACK

1-#12, 1-#12, 1-#12

20 A

1

11

CALLBOX/AUDIO

1-#12, 1-#12, 1-#12

20 A

1

13

CALLBOX/AUDIO

1-#12, 1-#12, 1-#12

20 A

1

2880

B

C

2880 2880

2880 2880

2880

600 1500

500 360

360

180

360

1100

POLES

TRIP

WIRE SIZE

1

30 A

1-#8, 1-#8, 1-#8

1

30 A

1-#8, 1-#8, 1-#8

1

20 A

1

DESCRIPTION

DESCRIPTION

WIRE SIZE

TRIP

POLES

1-#8, 1-#8, 1-#8

30 A

1

2-#10, 1-#10, 1-#10

30 A

2

--

--

--

RECEPTACLE

1-#12, 1-#12, 1-#12

20 A

1

LIGHTING RELAY PANEL

1-#12, 1-#12, 1-#12

20 A

1

A

2880

B

C

2880 2000

2000 2000

180

2000

1500 500

360

POLES

TRIP

WIRE SIZE

DESCRIPTION

CKT#

1

30 A

1-#10, 1-#10, 1-#10

PARK 30A REC

2

2

30 A

2-#10, 1-#10, 1-#10

PARK 208V 30A REC

4

--

--

--

--

6

1

20 A

1-#12, 1-#12, 1-#12

LIGHTING EQ. RACK

8

1

20 A

1-#12, 1-#12, 1-#12

CALLBOX/AUDIO

10

S

1

A

TOTAL CONNNECTED CURRENT: 62 A ESTIMATED DEMAND CURRENT: 52 A

7760 VA 70 A

3780 VA 32 A

ESTIMATED DEMAND CURRENT: 40 A

Notes:

PROFESSINAL ENGINEER IN

EC

10700 VA 94 A

TOTAL CONNNECTED CURRENT: 45 A

ESTIMATED DEMAND LOAD: 14420 VA

BLAKE MICHAEL HOSLI License No. 38688

EL

TOTAL LOAD: TOTAL AMPS:

TOTAL CONNECTED LOAD: 16300 VA

OF LOU I S I TE AN A T

TR

G

POLES

IN

TRIP

I CA

EE /15 L E NG I N 017/03 2 R

WIRE SIZE

A

CKT#

TOTAL CONNECTED LOAD: 22240 VA ESTIMATED DEMAND LOAD: 18710 VA

ISSUED FOR

ENCLOSURE: Type 3R

ACCESSORIES: DESCRIPTION

REVISION

PANELBOARD LABEL: LP7

LOCATION:

CKT#

DATE

PANELBOARD SCHEDULE

PANELBOARD LABEL: LP4

C:\Autodesk\Autodesk_Revit_2016\2015-006 MCCNO Linear Park MEP R16_REDSEABOSS.rvt

AIC RATING: 22,000 AIC

ACCESSORIES:

Notes:

3/15/2017 4:12:48 PM

MAINS TYPE: MCB MAINS RATING: 100 A

NEW ORLEANS, LOUISIANA

PANELBOARD SCHEDULE

LINEAR PARK

MOSES PROJ NO.: 2015006

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

Notes:

PROJECT NO.

N14023/14027

DRAWN BY

BH

CHECKED BY

LZ

DRAWING TITLE

Panel Schedules

Notes:

SHEET NO.

E1.02

ZONE 2

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

ZONE 1

ZONE 3

ZONE 5

ZONE 4

CONSULTING ENGINEERS 909 Poydras Street, Suite 2150 New Orleans, Louisiana 70112−1034 Tel. 504−586−1725 fax 504−586−1846 MOSES PROJ NO.: 2015006

ZONE 6

ZONE 7

ZONE 8 MULTIMODAL

DATE

ISSUED FOR

11/18/2016

REVIEW SET

11/30/2016

SFM REVIEW SET

1/31/2017

PRICING SET

3/15/2017

PERMIT SET

1" = 80'-0"

ISSUED FOR

OF LOU I S I TE AN A T

A

S

REVISION

BLAKE MICHAEL HOSLI License No. 38688 PROFESSINAL ENGINEER IN

EC

TR

IN

EL

C:\Autodesk\Autodesk_Revit_2016\2015-006 MCCNO Linear Park MEP R16_REDSEABOSS.rvt

DATE

G

E2.00

PARTIAL ELECTRICAL KEY PLAN - ZONES - 6 - MULTIMODAL

ZONE 10

I CA

EE /15 L E NG I N 017/03 2 R

2

ZONE 9

NEW ORLEANS, LOUISIANA

1" = 80'-0"

LINEAR PARK

E2.00

PARTIAL ELECTRICAL KEY PLAN - ZONES 1 - 5

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

1

PROJECT NO.

N14023/14027

DRAWN BY

BH

CHECKED BY

LZ

DRAWING TITLE

3/15/2017 4:13:17 PM

Electrical Key Plan

SHEET NO.

E2.00

P P P P P P P P P P P P P P P P P P P P P P P P P

3

F2

J

4 LP5 - 13

F2

F2

3

L5-30 LP5 - 3

J

7

Ql

Ms Ms

Qn

L5-30 Ms LP4 - 1

Qn

Ms

Qn

Ms

Qn

Qn

F16

REFER TO SPECIFIC NOTES ON SHEET E2.01.

L5-30 LP4 - 1

Ms

Ms

Ms

Ql

Ms

EXISTING SERVICE AND METER ON POLE TO BE DEMOLISHED ALONG WITH ALL ASSOCIATED CIRCUITS AND EQUIPMENT

ZONE 4

ZONE 4

WATER WALL

ZONE 3

L22-30 HP4 - 26,28,30

Ms

Ms

Ms Ql

3

Ms

Ql Ql

F16

F16

L22-30 HP4 - 21,23,25

F16

3

F16a

6

HP4 - 19

L5-30 LP5 - 4

L5-30 LP5 - 4

LP4 - 11

L22-30 HP4 - 20,22,24

F2

6

GFCI

ZONE 5

F2

F2

3

F2

SPECIFIC NOTES

6 13

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

1.REFER TO GENERAL NOTES ON SHEET E2.01.

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

GENERAL NOTES

CONSULTING ENGINEERS 909 Poydras Street, Suite 2150

1 E2.02

ELECTRICAL SITE POWER ZONE 4

New Orleans, Louisiana 70112−1034 Tel. 504−586−1725

1" = 20'-0"

fax 504−586−1846 MOSES PROJ NO.: 2015006

HP4-1,3,5

2

HH

HH HP4-7,9,11 HH

HP4-13,15,17 2

1

HP4-2,4,6

1 HP4-8,10,12 LP4-8 6

6

Ms 3

3

F16

L5-30 LP4 - 3

Ql

L5-30 LP4 - 1

F16

Ms

ZONE 4 2 E2.02

ZONE 5

Ql

Qn

Ql

L5-30 LP4 - 3

L5-30 LP4 - 4

F16

LP4 - 12

F16a

3

L5-30 LP4 - 4

L22-30 HP4 - 32,34,36

F16

3 L5-30 LP4 - 5

3 L5-30 LP4 - 5

Ql

Ql

GFI

Qn

Qn

LP4 - 6

TLP4

Ql

Ql

Qn

Ms Ms Ms Ms

Qn

Qn

F16

Ql PANEL: LP4 PANEL: HP4

Ql

9

LIGHTING LIGHTING EQ. RACK RELAY PANEL

Ql

Ql

ZONE 5

Ms

Ql

Ql

Ms Qn

3

F16

F16

L22-30 HP4 - 27,29,31

F16

4

ZONE 6

F16

L22-30 HP4 - 26,28,30

3

F16

GFCI

6

EXISTING SERVICE AND METER ON POLE TO BE DEMOLISHED ALONG WITH ALL ASSOCIATED CIRCUITS AND EQUIPMENT

NEW ORLEANS, LOUISIANA

2

HH

LINEAR PARK

12

2

HH

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

2

ELECTRICAL SITE POWER ZONE 5 1" = 20'-0"

DATE

ISSUED FOR

11/18/2016

REVIEW SET

11/30/2016

SFM REVIEW SET

1/31/2017

PRICING SET

3/15/2017

PERMIT SET

DATE

REVISION

ISSUED FOR

2 HH

3

6

Qn

3

Ms

Qn

F16

13

L5-30 LP4 - 2

Qn

Ms

Ql

ZONE 6

Qn

Ms

Ql

Ql

LP4 - 14

Ql Qn

Ms

J

L5-30 LP4 - 7

Ql

Ql

Ql

Ql

OF LOU I S I TE AN A T

A

ZONE 5

Qn

Ms

Ql

GFCI

LP4 - 13

Ql

S

L5-30 LP4 - 2

L22-30 HP4 - 33,35,37

L5-30 LP4 - 7

F2a

ZONE 7

3

F16

F16

4

F16

ZONE 6

F16

3

F16

L22-30 HP3 - 14,16,18

E2.02

1" = 20'-0"

IN

TR

I CA

EE /15 L E NG I N 017/03 2 R

ELECTRICAL SITE POWER ZONE 6

EC

3

PROFESSINAL ENGINEER IN

G

BLAKE MICHAEL HOSLI License No. 38688

EL

C:\Autodesk\Autodesk_Revit_2016\2015-006 MCCNO Linear Park MEP R16_REDSEABOSS.rvt

6

PROJECT NO.

N14023/14027

DRAWN BY

BH

CHECKED BY

LZ

3/15/2017 4:13:31 PM

DRAWING TITLE

Electrical Power Zones - 4, 5, & 6

SHEET NO.

E2.02

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

1.REFER TO GENERAL NOTES ON SHEET E2.01.

LIGHTING EQ. RACK

9 PANEL: HP3 PANEL: LP3

LIGHTING RELAY PANEL

GFI LP3 - 6

TLP3

HP3-2,4,6

F2 GFCI

LP3 - 9

HH

F2

3

L5-30 LP3 - 1

2

SPECIFIC NOTES

HP3-19,21,23

L5-30 LP3 - 1

4 F2a

REFER TO SPECIFIC NOTES ON SHEET E2.01.

LP3-5

3

1

2 HP3-1,3,5

1

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

GENERAL NOTES

HH HP3-8,10,12 13 J LP3 - 11

LP3-4 HP3-13,15,17

ZONE 7

1

CONSULTING ENGINEERS 909 Poydras Street, Suite 2150 New Orleans, Louisiana 70112−1034 Tel. 504−586−1725

F2

3 L5-30 LP3 - 3

LP1-1 3 F2 3 F2

3

F2

F2

4

L5-30 LP3 - 2

HP3-7,9,11

F2a

1 DP1-2,4,6

DP1-8,10,12

L5-30 LP3 - 3

L5-30 LP2 - 2

L5-30 LP2 - 2

F16

F16

F16

F2

3

F2

F2

3

1

GFCI LP3 - 10

L5-30 LP3 - 2

Mv

ZONE 8 MULTIMODAL

Mv Mv

Mv

Ta

Mv

MULTIMODAL

Ta Mv

Mv

ZONE 8

Ta

ZONE 8

Mv

MULTIMODAL PANEL: DP1

Qm

SWITCH

Mv

XFMR

Ta Qm

Mv Mv

Mv

ZONE 7

Ta

2 E2.03

Qm

GFI

PANEL: LP1 PANEL: HP1

LP1 - 7

Mv

Mv

Mv

TLP1

Mv

ELECTRICAL SITE POWER ZONE 8

LIGHTING RELAY PANEL

REFER TO ENTERGY PAD DETAIL SHEET E3.00

DATE

ISSUED FOR

11/18/2016

REVIEW SET

11/30/2016

SFM REVIEW SET

1/31/2017

PRICING SET

3/15/2017

PERMIT SET

Qm Mv

Qm

9

Ta

WP/GFCI

Ta

Ta

Mv

Mv

10 LP1 - 5

Mv

Ta

Mv

Ta

Ta

Qm

Qm

Mv

ZONE 9

1

NEW ORLEANS, LOUISIANA

1" = 20'-0"

LINEAR PARK

E2.03

ELECTRICAL SITE POWER ZONE 7

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

1

MOSES PROJ NO.: 2015006

EXISTING SERVICE AND METER ON POLE FOR SPRINKLER USE TO BE DEMOLISHED ALONG WITH ALL ASSOCIATED CIRCUITS AND EQUIPMENT

ZONE 7

ZONE 6

fax 504−586−1846

LP1 - 4

WP/GFCI

LIGHTING EQ. RACK

1" = 20'-0"

DATE

REVISION

ISSUED FOR

9

PANEL: HP2 PANEL: LP2

LIGHTING EQ. RACK LIGHTING Ms RELAY PANEL

Ms Ms

GFI LP2 - 10

C:\Autodesk\Autodesk_Revit_2016\2015-006 MCCNO Linear Park MEP R16_REDSEABOSS.rvt

Ms

MsTLP2

Ms

Ms

Ms Ms

Ms HP2-26,28,30

F2

L5-30 LP2 - 2

3

F2

1

HP2-20,22,24

HP2-2,4,6

1

L5-30 LP2 - 4

1

1

LP2-3

F2

F2

F2

GFCI

LP2 - 13

F2a

3

LP2-1 3

3 L5-30 LP2 - 6

L5-30 LP2 - 6

13

Ql

F2

F2

Pm

Pm

Pm

Pm

Pm

Pm

BLAKE MICHAEL HOSLI License No. 38688

J LP2 - 15

Ql

Qn

EL

PROFESSINAL ENGINEER IN

EC

Ql

OF LOU I S I TE AN A T

ZONE 10

TR

ZONE 9

A

L5-30 LP2 - 4

F2

F2

F2

S

4

G

F2

IN

3

HP2-8,10,12

I CA

EE /15 L E NG I N 017/03 2 R

Ms

PROJECT NO.

N14023/14027

DRAWN BY

BH

CHECKED BY

LZ

3/15/2017 4:13:36 PM

ZONE 8

MULTIMODAL

3 E2.03

ZONE 9

DRAWING TITLE

Electrical Power Zones - 7, 8, & 9

ELECTRICAL SITE POWER ZONE 9 1" = 20'-0" SHEET NO.

E2.03

P P P P P P P P P P P P P P P P P P P P P P P P P

F16

F2

F2 F2

F2

F2

F4

F4

F2 F11 F10

F11

11

F4

F4

F5

F4

F4

Ql

F4

Ms

F5

F4

F5

Ql

Ms

F4

F5

F5

F4

Ms

F4 F4

MsF4

F4

Qn

F5

F4

F4

F4

F4

F5 Qn F4

Ms

F4

F4 Ms

F4 Ms

F4

F5 F4

Qn

F4

F4

Ql F4

F5

F5

F5

Ms F12

Ms

Qn

Qn

F5

F4

Ql

F1

ZONE 4

ZONE 4

ZONE 5

F1

WATER WALL

F1

ZONE 3

Ms

Ms F1

F1

F4

Ms

F5

REFER TO SPECIFIC NOTES ON SHEET E2.01.

F4

Ms

PB

F1

PB

F5

F5

F4

F5 F4

F4

F4

F5

F4Ql

F4

11

F16

F16a

F2

SPECIFIC NOTES

F16

F16

ELECTRICAL SITE LIGHTING ZONE 4

1 E2.06

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

1.REFER TO GENERAL NOTES ON SHEET E2.01.

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

GENERAL NOTES

CONSULTING ENGINEERS 909 Poydras Street, Suite 2150

1" = 20'-0"

New Orleans, Louisiana 70112−1034 Tel. 504−586−1725 fax 504−586−1846 MOSES PROJ NO.: 2015006

F16 F4 F4

Ms F12 F5

Ms

Qn

Ms

F4

F4

Ql

F5

F5

F5

F5

Ql

Ql

F4

F4

F5

Ms Ms

F4

F4

Ms

Ql F5

F4

F4

Ms

F5

F5 Ql F5

F5

F5

F4

F5

F4

F16 F5

F5

F5

Ql

Ql

F4

5 TYPICAL

F5

F5

F5

Qn

F12

F5

F5

F5

F4 F4

F5

F5

Qn

F5

F5 F4 Ql

F5

F5

F5

F4

Ql

F4

F9

Ql Ql

F4

F12 F9

Ql PANEL: LP4

Qn

PANEL: HP4

TLP4

Qn

Qn

F4

F4 F4 F4 F4

Ql

F9

F4

F4

F5

Qn

F16

F16

F16a

F16

F16

F6 TYPICAL

F6 TYPICAL

F6 TYPICAL F9

F8 TYPICAL

F8TYPICAL

F8 TYPICAL

F8TYPICAL F6 TYPICAL

F6 TYPICAL

F13 TYPICAL

F13 TYPICAL

F13 TYPICAL

F8TYPICAL

F6 TYPICAL

F14

F14

5 TYPICAL

F8 TYPICAL

F16

F14

F1

F1

F1

ZONE 5

Ms

F16 F5

F13 TYPICAL

F8 TYPICAL

F16 F16

F13 TYPICAL

F14

F1

2 E2.06

ZONE 5

ZONE 4

F1

NEW ORLEANS, LOUISIANA

F6 TYPICAL

5 TYPICAL

F14

F14

LINEAR PARK

5

F14

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

F13 TYPICAL

F13 TYPICAL

F14

F14

ZONE 6

F13 TYPICAL

F14

F14

F14

F14

F14

F14

F14

F14

F14

F14

F14

F14

ELECTRICAL SITE LIGHTING ZONE 5 1" = 20'-0" DATE

ISSUED FOR

11/18/2016

REVIEW SET

11/30/2016

SFM REVIEW SET

1/31/2017

PRICING SET

3/15/2017

PERMIT SET

F13 TYPICAL

F15 F13 TYPICAL F13 TYPICAL

5 TYPICAL

DATE

REVISION

ISSUED FOR

F3 F3 F3 F3 F3

F4 Qn F4

F7 TYPICAL

F4

Qn

F4 F4

Qn

Ms F5

F5

F16

Ms

Qn Ql F5

F5

Ms

Qn

F5

F5

Ms F5

Ql

Ql

Qn

Ql

F1

F9

Ql

Ql F1

Ms

F9

Ql

Ql

Ql

Ql

F16

F9

F5 F5

F2a F5 F5

F5 F5

F5 F5

F5 F5

F1 ZONE 7

F4

F5

F5

F3

ZONE 6

F16

F3 F3

F16 F16

F3

E2.06

ELECTRICAL SITE LIGHTING ZONE 6

I CA

EE /15 L E NG I N 017/03 2 R

EC

3

TR

IN

PROFESSINAL ENGINEER IN

G

BLAKE MICHAEL HOSLI License No. 38688

ZONE 6

ZONE 5

OF LOU I S I TE AN A T

A

S

F1

EL

C:\Autodesk\Autodesk_Revit_2016\2015-006 MCCNO Linear Park MEP R16_REDSEABOSS.rvt

5 TYPICAL

F16

F3

5 TYPICAL

1" = 20'-0" PROJECT NO.

N14023/14027

DRAWN BY

BH

CHECKED BY

LZ

3/15/2017 4:13:49 PM

DRAWING TITLE

Electrical Lighting Zones - 4, 5, & 6

SHEET NO.

E2.06

F15

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

1.REFER TO GENERAL NOTES ON SHEET E2.01.

F15 5 TYPICAL

F15

PANEL: LP3 TLP3

F15 F13 TYPICAL

F13 TYPICAL

5 TYPICAL

F3

F3

F3

F3 F3

F3

F3

F3

F3

F3

F3

F3

F3

F3

F3

F3

F3 F5 F5 F5 F5

F8 TYPICAL

F6 TYPICAL

PB

F1

F8 TYPICAL

F8 TYPICAL

F8 TYPICAL

F8 TYPICAL

F8 TYPICAL

F6 TYPICAL

F9

F3

11

F6 TYPICAL F6 TYPICAL

F3

F3

F1

F6 TYPICAL

F9

F2 REFER TO SPECIFIC NOTES ON SHEET E2.01.

F6 TYPICAL

F9

SPECIFIC NOTES

F2a

F3

F3

F3

F3

F3

F3

F3

F3

F3

F3

F3

F3

F3

F3

F3

F3

F2

PANEL: HP3

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

GENERAL NOTES

F8 TYPICAL

F5

CONSULTING ENGINEERS ZONE 7

909 Poydras Street, Suite 2150 New Orleans, Louisiana 70112−1034 Tel. 504−586−1725

F1

F1

fax 504−586−1846

ELECTRICAL SITE LIGHTING ZONE 7

F2

F2 F2

F2 F16 F16 F16 F2

F1

F2

F8 TYPICAL

F6 TYPICAL

F2a F2

F8 TYPICAL

F6 TYPICAL

F2

F8 TYPICAL F6 TYPICAL

F8 TYPICAL F6 TYPICAL

F8 TYPICAL

F18

F6 TYPICAL

F18

F1

Mv

ZONE 8 MULTIMODAL

F1

F1

Ta

Mv

Mv Mv

Mv

11

Mv

Mv

Mv

DATE

ISSUED FOR

XFMR

11/18/2016

REVIEW SET

Mv

Ta

REFER TO ENTERGY PAD DETAIL SHEET E3.00

11/30/2016

SFM REVIEW SET

1/31/2017

PRICING SET

3/15/2017

PERMIT SET

F17

Mv

Qm

F19

Qm F19

Mv PANEL: LP1

Ta

Qm

Mv

TLP1

Mv

PANEL: DP1

Ta

Ta

Mv

Mv

ZONE 7

SWITCH

Mv

Qm

Qm

Mv

Mv

Ta

Ta

E2.07

MULTIMODAL

Ta

PB

2

Qm

Mv

Mv

Ta

MULTIMODAL

Ta

Mv

ZONE 8

Ta

ZONE 8

Mv

ZONE 9

F1

NEW ORLEANS, LOUISIANA

1" = 20'-0"

LINEAR PARK

E2.07

F1

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

1

ZONE 7

ZONE 6

MOSES PROJ NO.: 2015006

Qm

PANEL: HP1

ELECTRICAL SITE LIGHTING ZONE 8 DATE

1" = 20'-0"

F14

F14

F14

F14

F14

F14

F14

F14

F14

F14

F14

F14

F14

F14

F14

F14

F14

F14

F14

F14

C:\Autodesk\Autodesk_Revit_2016\2015-006 MCCNO Linear Park MEP R16_REDSEABOSS.rvt

Ms

5 TYPICAL

Ms

F2

5 TYPICAL

Ms

Ms

Ms

F2

TLP2Ms PANEL: LP2

PANEL: HP2

Ms

ISSUED FOR

Ms

Ms 5 TYPICAL

REVISION

Ms

Ms

F2 F6 TYPICAL

F5

Pm

Ql Ql

F5

F5

Pm

F5

F5

Pm

F5

F5

Pm

F5

F5

F5

F5

Qn

OF LOU I S I TE AN A T

BLAKE MICHAEL HOSLI License No. 38688

Pm

Pm

EL

F1

F5

F2

PROFESSINAL ENGINEER IN

EC

TR

Ql

F1

ZONE 10

F1

ZONE 9

F1

G

F2

F2

IN

F2

TYPICAL

F2

I CA

EE /15 L E NG I N 017/03 2 R

F2

F8

F8 TYPICAL

F6 TYPICAL

A

F1

F2

F2

F8 TYPICAL

F8 TYPICAL F2a

S

F6 TYPICAL

PROJECT NO.

N14023/14027

DRAWN BY

BH

CHECKED BY

LZ

3/15/2017 4:13:55 PM

ZONE 8

MULTIMODAL

3 E2.07

ZONE 9

DRAWING TITLE

Electrical Lighting Zones - 7, 8, & 9

ELECTRICAL SITE LIGHTING ZONE 9 1" = 20'-0" SHEET NO.

E2.07

2 1/2" PVC

ENTERGY TRANSFORMER 48"

ELECTRIC

8'-4" (TYPICAL)

5

GROUND ROD 2'-8"

5" PVC CONCRETE ENCASED CONDUIT TO ENTERGY MANHOLE

8'-1"

1'-6" 8'

1 9_" 2

2'-3/8"

2.

1'-6"

1'

2'-3"

2' 2'

6'-4" 1'-6"

MINIMUM 4" DIAMETER CONCRETE FILLED YELLOW METAL BOLLARD (TYPICAL)

3.

1'-6"

1'

1'-6" 4. 5.

16' FRONT SIDE OF PAD (8' MINIMUM CLEAR WORKING SPACE THIS SIDE)

6. 7.

4" 4"

1" 8"

CONCRETE PAD

4" PVC CONDUIT 36" RADIUS BENDS

NOTES: PROVIDE SEVEN FEET OF CABLE AT THE SECONDARY OF THE TRANSFORMER FOR TERMINATIONS. COORDINATE WITH STRUCTURAL ENGINEER FOR THE DESIGN OF THE SLAB TAKING INTO ACCOUNT THE WEIGHTS OF THE TRANSFORMER AND SWITCH. CONTACT MIKE STIEBING (504) 595-3842 TWO DAYS PRIOR TO POURING THE CONCRETE PAD. DO NOT POUR THE PAD WITHOUT APPROVAL FROM ENTERGY. OWNER TO PROVIDE SUITABLE ACCESS AND EGRESS TO PAD. FINAL LOCATION OF PAD TO BE APPROVED BY ALL APPLICABLE AGENCIES INCLUDING ENTERGY. 277/480V METERING TO BE INSTALLED ON TRANSFORMER CABINET ELECTRICAL CONTRACTOR TO PROVIDE PVC CONDUITS ENCASED IN CONCRETE FROM PAD TO PRIMARY SERVICE MANHOLE IN ACCORDANCE WITH ENTERGY REQUIREMENTS. COORDINATE ENTIRE INSTALLATION WITH BILLY LAWLER (504) 593-3464 PRIOR TO PERFORMING ANY WORK. MANHOLE CONTAINS HIGH VOLTAGE - CONNECTIONS ONLY TO BE MADE BY ENTERGY. ALL CONDUITS SHALL HAVE MINIMUM THREE FEET OF COVER. ALL BENDS SHALL BE 36 INCH RADIUS.

BOND CONDUITS & ALL GROUND WIRES TO POLE, FIXTURE, AND FOUNDATION METAL REBAR

4

FINISHED GRADE 5

1 2 3

2

H

H

CALL OUT REFERENCES:

6

E3.00

REFER TO STRUCTURAL DRAWINGS FOR LIGHT POLE FOUNDATION DETAIL.

10"

12" MIN. BURIAL DEPTH

5/8"X8' MIN COPPER CLAD STEEL GROUND RODS

ENTERGY PAD DETAIL

1

CONCRETE ENCASEMENT (COORDINATE WITH ARCH.)

4 5

1

#8 CU. GROUND WIRE IN CONDUIT FROM GROUND TERMINAL EXOTHERMICALLY WELDED TO POLE FOUNDATION METAL REBAR.

30"

1'-9"

1.

AREA FOR COMMUNICATIONS EQUIPMENT AND CABLES

LIFTING EYE

AREA FOR SECONDARY CONDUIT STUBUP

N

HANDHOLE GRAVEL DRAIN FILL 20"X20" GASKETED NEMA 6 JUNCTION BOX FINISHED GRADE 100A 277/480V WATERTIGHT 4P5W PIN & SLEEVE CONNECTION FED WITH 4 WIRE + GROUND #2 SOOW CORD. 4 WIRE + GROUND #2 TYPE TC CABLE IN 2 1/2" PVC SCH 40 CONDUIT. PROVIDE COMPOUND BUSHINGS FOR WATER TIGHT SEALING.

6"

H

4"

G

NOTES: 8"

6

12" MIN. BURIAL DEPTH

3

1.

2.

2 3. 4.

3/4" COPPER CLAD STEEL GROUND ROD FOR TEMPORARY TRANSFORMER BONDING

5.

CONSULTING ENGINEERS

PROVIDE NECESSARY DIVIDER PLATES FOR LV COMMUNICATIONS SERVICE. COORDINATE COMMUNICATIONS CONDUITS AND ENTRANCE WITH COMMUNICATIONS DESIGNER. COORDINATE ENTIRE INSTALLATION WITH ARCHITECT PRIOR TO ROUGH IN. USE NEMA 6 CABLE FITTINGS WITH SEAL INSERTS FOR CABLE ENTRY INTO BOX. GROUND ROD TO BE ACCESSIBLE.

909 Poydras Street, Suite 2150 New Orleans, Louisiana 70112−1034 Tel. 504−586−1725 fax 504−586−1846 MOSES PROJ NO.: 2015006

LIGHTING CIRCUIT IN CONDUIT

HANDHOLE DETAIL

LIGHT POLE GROUNDING

3

E3.00

E3.00

1'-10"

1 4_" 2 CAST ALUM. POLE CAP WITH S.S. SCREWS 5" 1'-9"

DRIVING UNIT 1

WP SERVICE LIGHT (TYPICAL)

DRIVING UNIT 2

WP LIGHT SWITCH

1. 2.

WP/GFI

WP/GFI 30A/2P 20AF DISC.

60A/3P 60AF DISC.

30A/2P 20AF DISC.

--A/3P --AF DISC.

60A/3P 60AF DISC.

ALUM. POLE BANDS (4 1/2") ALLOY 6063-T6 WITH 1/2"-13NC STAINLESS STEEL HARDWARE

BASE TO BE SUPPLIED WITH:

3.

--A/3P --AF DISC.

4. 5. 6.

DOOR AND 1/4"-20NC STAINLESS STEEL HEX HEAD SCREW. EIGHT 1" WASHERS 1/2" THICK X 2 3/4" OD (WASHERS GALVANIZED PER ASTM A153 OR ASTM B454). FOUR 1"-8NC X 3 3/4" LONG GALV. STEEL HEX HEAD BOLTS. FOUR 1" 8NC GALV. STEEL HEX NUTS. FOUR 1" GALV. STEEL LOCKWASHERS. FOUR 1" X 2" OD GALV. STEEL FLAT WASHERS.

MOUNTING J BOLTS

1 1'-1 _" 8

TAPERED

WP LIGHT SWITCH

10 1/2" TO 13 1/2" DIA. BOLT CIRCLE

9 1/4"

FACTORY INSTALLED INTERNAL DAMPER

1/4"-20NC TAPPED HOLE (BACK WALL)

3 11 _" 1'-5" 4

TAPERED ALUM. TUNE .168" WALL ALLOY 6063-T6 SATIN GROUND FINISH

30'

WP/GFI

277/480V FEED FOR HEATER

GROUND ROD

120V/20A FEED FOR LIGHTS AND RECEPTACLES

277/480V FEED FOR DRIVING UNIT

GROUND ROD

WP/GFI

CONNECT TO HEATER

CONNECT TO MOVING WALK EQUIPMENT

AKRON FOUNDRY TB1-AF 1315-17 I.W. (PLUS HARDWARE) MATERIAL: ALUM. ALLOY 356-T6

277/480V FEED FOR HEATER

3 9_" 4 3 1'-3 _" 8

CONNECT TO HEATER

PROVIDE 1. FOUR 1"-8NC 36"X4" GALV. STEEL ANCHOR BOLTS, AASHTO M314-90 GRADE , 10" OF THREADED END. GALVANIZED PER ASTM A153. 2. FOUR 1"-8NC GALV. STEEL HEX NUTS. 3. FOUR 1" GALV. STEEL LOCKWASHERS. INSTALL IN A 15" DIAMETER BOLT PATTERN CORRESPONDING TO BASE. EMBED IN CONCRETE BASE ALLOWING A MAXIMUM OF 3 1/2" ABOVE CONCRETE. 3 1/2"

4043 WELD WIRE (HEAT TREATED AFTER WELDING) 6" 36" 1 1_" 2

277/480V FEED FOR DRIVING UNIT

13" TO 15" DIA. BOLT CIRCLE

CONNECT TO MOVING WALK EQUIPMENT

8" OD

GENERAL NOTES 1. 2. 3. 4.

NEW ORLEANS, LOUISIANA

2'-7"

LINEAR PARK

4"

NEW ORLEANS ERNEST N. MORIAL CONVENTION CENTER

4" (TYPICAL)

ESKEW+DUMEZ+RIPPLE 365 CANAL ST, STE. 3150 NEW ORLEANS, LA 70130 504 561 8686 ESKEWDUMEZRIPPLE.COM

3

SWITCH & TRANSFORMER SLAB ENTERGY SWITCHGEAR

MANNING ARCHITECTS 650 POYDRAS ST, STE. 1250 NEW ORLEANS, LA 70130 504 412 2000 WWW.MANNINGARCHITECTS.COM

HEX BOLT LOCKING

DATE

ISSUED FOR

11/18/2016

REVIEW SET

11/30/2016

SFM REVIEW SET

1/31/2017

PRICING SET

3/15/2017

PERMIT SET

4"

ENTIRE INSTALLATION TO BE IN ACCORDANCE WITH MOVING WALK MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. COORDINATE EXACT LOCATION OF ALL DISCONNECTS, RECEPTACLES, LIGHT FIXTURES, ETC. WITH MANUFACTURER, UNIT SPECIFICATIONS, AND INSTALLER. PROVIDE A COMPLETE INSTALL. ALL DISCONNECTS TO BE ACCESSIBLE AND LOCKABLE IN THE OPEN POSITION. PROVIDE WP GFI RECEPTACLES, SWITCHES, AND SERVICE LIGHTING FIXTURES AT TOP AND BOTTOM OF SERVICE AREAS PER UNIT SPECIFICATIONS. PROVIDE DRIVEN GROUND ROD BONDED WITH #2/0 STRANDED JACKETED COPPER CONDUCTOR TO METAL UNIT TRUSS PER UNIT SPECIFICATIONS. COORDINATE LOCATION AND CONNECTION WITH MANUFACTURER.

BASE FLANGE ALLOY 356-T6 WITH BOLT COVERS AND STAINLESS STEEL HEX HEAD SCREWS.

DATE

TRANSFORMER BASE

REVISION

ISSUED FOR

1'-5"

E3.00

E3.00

TYPICAL FOR PANELS AND EQUIPMENT AT PANELS LP5, LP6, AND LP7.

2. 12" POLYMER CONCRETE ROUND HANDHOLE FOR UTILITY CONNECTION

CONCRETE HOUSEKEEPING PAD

GFCI RECEPTACLE MOUNTED UNDER PANEL 120/208V 3P PANEL QUADRUPLEX GFCI RECEPTACLE MOUNTED UNDER EQUIPMENT RACK

GFCI RECEPTACLE MOUNTED UNDER PANEL 120/208V 3P PANEL 277/480V 3P PANEL

ENCLOSURE DOORS

LIGHTING NETWORK EQUIPMENT RACK LIGHTING RELAY PANEL MOUNTED ABOVE EQUIPMENT RACK

S

GROUND - G NEUTRAL - N HOT - L2 HOT - L1

ENCLOSURE DOORS

CONCRETE HOUSEKEEPING PAD

CONNECTIONS AND FUSING TO BE MADE IN POLE ACCESS HOLE (TYPICAL)

BLAKE MICHAEL HOSLI License No. 38688

UTILITY METER MOUNTED TO GALVANIZED METAL CHANNEL FRAME

3#6, #8G COPPER CONDUCTORS IN 2" CONDUIT BURIED 24" DEEP

LIGHTING RELAY PANEL LIGHTING NETWORK EQUIPMENT RACK

F1 STREETLIGHT

F1 STREETLIGHT GROUND - G NEUTRAL - N HOT - L2 HOT - L1

#6 ALUMINUM TRIPLEX FROM UTILITY COMPANY NETWORK GRID

2#12,#12G IN 1" FLEXIBLE CONDUIT UP POLE TO LIGHT FIXTURE (TYPICAL)

F1 STREETLIGHT

TO OTHER STREETLIGHTS

2. 3. 4. 5.

600V 15A WATERPROOF INLINE FUSE WITH FUSE HOLDER (TYPICAL)

6. 7. 8.

7 E3.00

STREET LIGHT CONNECTIONS

ENCLOSURE DOORS

NOTES 1.

8

PROVIDE GROUND-MOUNT, FREE-STANDING, NEMA TYPE 4X, DOUBLE DOOR, FIBERGLASS ENCLOSURE. BASIS OF DESIGN IS EATON 724818-4XFFSD WITH STAINLESS STEEL HINGES AND HARDWARE. PROVIDE ALUMINUM MOUNTING PLATES AND DRAIN VENT. ENCLOSURE TO BE EXTERNALLY LOCKABLE BY CUSTOMER PROVIDED PAD LOCK. ALL CONDUIT ENTRY INTO THE ENCLOSURE SHALL BE THROUGH THE BOTTOM. COORDINATE EXACT LOCATION AND ORIENTATION WITH THE ARCHITECT ON SITE. COORDINATE PAD AND MOUNTING WITH STRUCTURAL AND CIVIL ENGINEER AND GENERAL CONTRACTOR. PROVIDE A 4" TALL CONCRETE HOUSEKEEPING PAD EXTENDING 4" IN ALL DIRECTIONS PAST THE FOOTPRINT OF THE ENCLOSURE. PROVIDE POWER TO LIGHTING RELAY PANEL FROM CIRCUIT INDICATED ADJACENT 120/208V PANEL SCHEDULE AS REQUIRED BY DIMMING PANEL INSTALLATION INSTRUCTIONS. PROVIDE QUADRUPLEX GFCI RECEPTACLE FOR LIGHTING NETWORK EQUIPMENT RACK POWER. FEED FROM CIRCUIT INDICATED IN ADJACENT 120/208V PANEL. INSTALL METERING EQUIPMENT IN ACCORDANCE WITH ENTERGY'S INSTALLATION STANDARDS.

OF LOU I S I TE AN A T

A

600V 40A WATERPROOF INLINE FUSE WITH FUSE HOLDER PROVIDE 2" CONDUIT BURIED 24" DEEP TO NETWORK GRID CONNECTION LOCATION TO BE COORDINATED WITH ENTERGY

3. 4. 5. 6. 7. 8.

30 KVA EXTERIOR RATED PAD MOUNTED TRANSFORMER

NOTES: COORDINATE ENTIRE SERVICE INSTALLATION WITH UTILITY COMPANY PRIOR TO ROUGHIN. UTILITY COMPANY PROVIDES ALUMINUM CABLE. CUSTOMER OWNED CABLE TO BE COPPER. PROVIDE APPROPRIATE COUPLERS AND CONNECTORS. DO NOT CONNECT ALUMINUM DIRECTLY TO COPPER CONDUCTORS. BOND NEUTRAL AND GROUND AT INDICATED HANDHOLE ACCORDING TO THE NEC. DO NOT LOAD UTILITY CONNECTION MORE THAN 80% OF ITS AMPACITY (40A) ALL UNDERGROUND CONNECTIONS TO BE WATERPROOF. POLES TO ALTERNATE WHICH HOT CONDUCTOR THEY ARE FED WITH - L1 AND L2. ALL CONDUIT TO BE 2" SCHEDULE-40 PVC UNLESS OTHERWISE NOTED HERE. PROVIDE PRE-INSULATED MULTI-TAP CONNECTORS IN HANDHOLE AND IN BASE OF POLE FILLED WITH OXIDE INHIBITOR GREASE FOR CONDUCTOR CONNECTIONS.

1.

2. 3. 4. 5. 6. 7.

NOTES

QUADRUPLEX GFCI RECEPTACLE MOUNTED UNDER EQUIPMENT RACK

PROVIDE TWO GROUND-MOUNT, FREE-STANDING, NEMA TYPE 4X, DOUBLE DOOR, FIBERGLASS ENCLOSURES. BASIS OF DESIGN IS EATON 724818-4XFFSD WITH STAINLESS STEEL HINGES AND HARDWARE. MOUNT ENCLOSURES BACK TO BACK. PROVIDE ALUMINUM MOUNTING PLATES AND DRAIN VENT. ENCLOSURES TO BE EXTERNALLY LOCKABLE BY CUSTOMER PROVIDED PAD LOCK. ALL CONDUIT ENTRY INTO THE ENCLOSURES SHALL BE THROUGH THE BOTTOM. COORDINATE EXACT LOCATION AND ORIENTATION WITH THE ARCHITECT ON SITE. COORDINATE PAD AND MOUNTING WITH STRUCTURAL AND CIVIL ENGINEER AND GENERAL CONTRACTOR. PROVIDE A 4" TALL CONCRETE HOUSEKEEPING PAD EXTENDING 4" IN ALL DIRECTIONS PAST THE FOOTPRINT OF THE ENCLOSURES AND TRANSFORMER. PROVIDE POWER TO LIGHTING RELAY PANEL FROM CIRCUIT INDICATED ADJACENT 120/208V PANEL SCHEDULE AS REQUIRED BY DIMMING PANEL INSTALLATION INSTRUCTIONS. PROVIDE QUADRUPLEX GFCI RECEPTACLE FOR LIGHTING NETWORK EQUIPMENT RACK POWER. FEED FROM CIRCUIT INDICATED IN ADJACENT 120/208V PANEL.

PROFESSINAL ENGINEER IN

TR

G

1.

TYPICAL FOR PANELS AND EQUIPMENT AT PANELS HP1/LP1, HP2/LP2, HP3/LP3, AND HP4/LP4.

EC

3/15/2017 4:13:59 PM

LIGHT POLE DETAIL

6

EL

C:\Autodesk\Autodesk_Revit_2016\2015-006 MCCNO Linear Park MEP R16_REDSEABOSS.rvt

E3.00

LIGHT POLE TRANSFORMER BASE

IN

5

I CA

EE /15 L E NG I N 017/03 2 R

MOVING WALK CONNECTIONS DIAGRAM

4

PROJECT NO.

N14023/14027

DRAWN BY

BH

CHECKED BY

LZ

DRAWING TITLE

Electrical Details

PANEL ENCLOSURES

E3.00 SHEET NO.

E3.00