RENOVATIONS TO AUDUBON ZOO STAGE PAVILION - City of New Orleans
←
→
Page content transcription
If your browser does not render page correctly, please read the page content below
5/26/2021 4:13:50 PM
C:\PROJECTS\RVT2019\19021_ARCH_Audubon Stage_R19_Local_mjj.rvt
RENOVATIONS TO AUDUBON ZOO STAGE PAVILION
6500 MAGAZINE STREET, NEW ORLEANS, LA 70118
ARCHITECT STRUCTURAL AND CIVIL ENGINEER ELECTRICAL ENGINEER COVER SHEET
EskewDumezRipple Batture Salas O'Brien
© Eskew+Dumez+Ripple 2021
A Professional Corporation
PROJECT ISSUE DATE | 28 MAY 2021
EDR PROJECT NO. | 19021 1.1
PROJECT DIRECTORY DRAFTING SYMBOLS EskewDumezRipple
5/27/2021 4:44:43 PM
365 CANAL STREET, SUITE 3150
NEW ORLEANS, LOUISIANA 70130
OWNER/USER Room Name ROOM NAME
DIRECTION OF 3D VIEW
Audubon Nature Institute (ANI) 101 ROOM NUMBER
SHEET NUMBER ON WHICH 3D VIEW
3D IS LOCATED
6500 MAGAZINE STREET
1/ 13.1
NEW ORLEANS, LA 70118
TEL: (504) 495 - 7695 3D VIEW NUMBER
ROBERT SCHUMACHER A A
rschumacher@auduboninstitute.org
ARCHITECT DIRECTION OF PHOTOGRAPH
NEW COLUMN OR WALL EXISTING COLUMN OR
SHEET NUMBER ON WHICH REFERENCE GRID 1 WALL REFERENCE GRID
EskewDumezRipple
PHOTOGRAPH IS LOCATED 1
365 CANAL STREET, SUITE 3150 8/ 1.18
NEW ORLEANS, LA 70130 PHOTOGRAPH NUMBER
TEL: (504) 561-8686 2 / 6.2 INDICATES SECTION OR DETAIL NO. 2 APPEARING ON THE
FAX: (504) 522-2253 SHEET NO. 6.2
SECTION OR DETAIL NUMBER
MIKE JOHNSON, PROJECT ARCHITECT QQ WINDOW TYPE / LOUVER TYPE
mjohnson@eskewdumezripple.com 1
DIRECTION OF CUTTING PLANE
6.1
STRUCTURAL/CIVIL ENGINEER 1585A DOOR OR OPENING NUMBER
SHEET NUMBER ON WHICH SECTION OR
Batture FINISH
DETAIL IS DRAWN ACP-1
5110 FRERET STREET
NEW ORLEANS, LA 70115 DIRECTION OF CUTTING PLANE PARTITION TYPE
(504) 533-8644
LONGITUDINAL OR TRANSVERSE SMOKE PARTITION / FIRE RATING (HOURS).
1 BUILDING SECTION NUMBER "S" INDICATES SMOKE PARTITION.
HERMANN ALB, STRUCTURAL ENGINEER 10 2 77
halb@batture-eng.com 5.3 SHEET NUMBER ON WHICH LONGITUDINAL OR
TRANSVERSE BUILDING SECTION IS DRAWN PARTITION STC RATING (IF APPLICABLE)
ANDREW DOYLE, CIVIL ENGINEER
adoyle@batture-eng.com
REFERENCE NUMBER FOR EQUIPMENT, CONSTRUCTION, ETC. OR
SURFACE SHOWN IN ELEVATION 8 ANY INFORMATION TO BE CONVEYED WHICH IS REPETITIVE OR
ELECTRICAL ENGINEER
BUILDING ELEVATION NUMBER AVAILABLE SPACE PROHIBITS A WRITTEN DESCRIPTION 0F ANY ITEM
1
Salas O'Brien
5.1 SHEET NUMBER ON WHICH BUILDING
3445 N CAUSEWAY BLVD., SUITE 900 ELEVATION IS DRAWN 12 ITEMS NOT IN CONTRACT / FURNISHED BY OWNER /
METAIRIE, LA 70002 INSTALLED BY OWNER / INSTALLED UNDER THIS CONTRACT,
(504) 930-4080 ETC. (SEE CLARIFICATION OF THIS SYMBOL FOR ITS USE IN
INTERIOR ELEVATION NUMBER REGARD TO THIS PROJECT)
PATRICK WEBRE 1
patrick.webre@salasobrien.com SURFACE SHOWN IN ELEVATION
(09 22 16) SPECIFICATION REFERENCE
(FOUND IN PROJECT MANUAL)
8.1 SHEET NUMBER ON WHICH ELEVATION IS DRAWN
SPECIFICATION REFERENCES ARE INDICATED FOR THE
CONTRACTOR'S CONVENIENCE, LACK OF REFERENCE OR
MISREFERENCE DOES NOT RELIEVE THE CONTRACTOR OF THE
DETAIL NUMBER RESPONSIBILITY TO PROVIDE THAT MATERIAL
1 AREA OF DETAIL
36.5' NEW OR REQUIRED POINT ELEVATION
5.1
SHEET NUMBER ON WHICH ENLARGED DETAIL IS DRAWN 36.5' EXISTING POINT ELEVATION
36.5' NEW OR REQUIRED CONTOURS
01 DRAWING TITLE
2.1 N.T.S
1 1/2" = 1'-0" VIEW DESCRIPTION
36.5'
EXISTING CONTOURS
INDICATES SCALE
SHEET NUMBER ON WHICH THIS SECTION OR TB-2 TEST BORING
DETAIL IS CUT OR REFERENCED (ONE SHEET ONLY)
SECTION OR DETAIL NUMBER
INDICATES CASEWORK WHEN STANDARD SHEET OR
PICTORIAL VIEWS ARE USED OR ELEVATIONS OF
C7C CASEWORK ARE DRAWN
01 DRAWING TITLE
1N.T.S VIEW DESCRIPTION
T-0631
INDICATES A PARTICULAR TYPE OF EQUIPMENT WHICH
REQUIRES SEVERAL DIGITS
INDICATES SCALE
DOOR FRAME DETAIL NUMBER 16 INDICATES FOOD SERVICE EQUIPMENT
BUILDING INFORMATION
PROJECT ADDRESS
6500 MAGAZINE STREET
NEW ORLEANS, LA 70118 MATERIALS
PROJECT DESCRIPTION
CONCRETE GLASS IN ELEVATION WOOD (FINISH) RESILIENT MATERIAL
RENOVATION OF AN OUTDOOR STAGE
CONCRETE MASONRY UNITS INSULATION (RIGID) INSULATION (BATT) WOOD (ROUGH)
BUILDING AREA
STAGE 2,545 SF BRICK METAL SOIL, EARTH
PLASTER GROUT MORTAR
MAJOR APPLICABLE CODES AND REGULATIONS
(NOT LIMITED TO THE FOLLOWING)
INTERNATIONAL BUILDING CODE 2015 EDITION WITH THE CITY OF NEW
ORLEANS AMENDMENTS
NFPA LIFE SAFETY CODE 2009
AMERICANS WITH DISABILITIES ACT 2010 ALL OF THE SYMBOLS APPEARING ON THIS SHEET MAY NOT NECESSARILY BE USED ON THIS PROJECT. FOR ADDITIONS TO AND/OR DEVIATIONS FROM THESE STANDARDS,
REFER TO THE APPLICABLE DISCIPLINE'S WORK THROUGHOUT THE SET OF DRAWINGS.
BOUNDING STREETS
MAGAZINE STREET (NORTH)
EAST DRIVE (EAST)
RIVERVIEW DRIVE (SOUTH)
TEA ROOM DRIVE (WEST)
FLOOD ZONE/FIRE ZONE
FLOOD ZONE X INDEX OF DRAWINGS
OCCUPANCY CLASSIFICATION
RENOVATIONS TO AUDUBON ZOO
(IBC) ASSEMBLY GROUP A
STAGE PAVILION
CONSTRUCTION TYPE 1.1 COVER SHEET
(IBC) TYPE VB 1.2 INFORMATION SHEET
1.5 STANDARDS
FIRE PROTECTION 6500 MAGAZINE STREET, NEW ORLEANS, LA 70118
LOCATION MAP BEARING WALLS
EXTERIOR 0 C2.1 SITE PLAN - DEMOLITION
INTERIOR 0 C3.1 SITE PLAN - CIVIL
C4.1 UTILITY PLAN EDR PROJECT NO. | 19021
NONBEARING WALLS AND PARTITIONS C5.1 GRADING PLAN
EXTERIOR 0
INTERIOR 0 C6.1 SWPP PLAN PROJECT ISSUE DATE | 28 MAY 2021
C7.1 SWPP DETAILS ACY L
TR E
FLOOR CONSTRUCTION 0 C8.1 DETAILS CONSTRUCTION
J.
A
REG. NO. 4506
ROOF CONSTRUCTION 0
DOCUMENTS
1.10 SITE PLAN
1.21 LIFTING DIAGRAM
HAZARD OF CONTENTS (NFPA) ORDINARY HAZARD
EC N A
STA G
1.22 FLOOR PLAN - DEMOLITION TE I
A
T
IS
RE
STAIRS 0 1.51 PHOTOGRAPHS - EXISTING CONDITIONS
I S OF LO U I T
T ER
2.1 FLOOR PLANS © Eskew+Dumez+Ripple 2021 E D A RCH
5.1 EXTERIOR ELEVATIONS A Professional Corporation
5.2 CROSS SECTIONS
C:\PROJECTS\RVT2019\19021_ARCH_Audubon Stage_R19_Local_mjj.rvt
6.1 ENLARGED DETAILS
The intent of the Contract Documents is to include all items necessary for proper
6.2 ENLARGED DETAILS
execution and completion of the work by Contractor. The Contract Documents
13.1 PICTORAL VIEWS are complementary, and what is required by one shall be as binding as if required
by all; performance by the Contractor shall be required only to the extent
L1.1 PLANTING PLAN consistent with the Contract Documents and reasonably inferable from them as
L2.1 LANDSCAPE DETAILS being necessary to produce the indicated results.
REVISIONS
S1.1 GENERAL NOTES
S1.2 FLOOR PLANS - STRUCTURAL
PROJECT S7.1 FOUNDATION DETAILS
S7.2 FRAMING DETAILS
SITE
E1.1 ELECTRICAL NOTES, ABBREVIATIONS, AND SYMBOLS
E1.21 FLOOR PLAN - DEMOLITION - POWER
E2.1 FLOOR PLAN - POWER
EL2.1 FLOOR PLAN - LIGHTING
TOTAL NUMBER OF SHEETS : 30
THESE DRAWINGS AND PROJECT MANUAL HAVE BEEN REVIEWED BY OUR OFFICE AND, TO THE BEST OF OUR KNOWLEDGE AND BELIEF, THEY COMPLY WITH ALL CITY
REQUIREMENTS. WE SHALL OBSERVE THE WORK. INFORMATION SHEET
N BY: NO. 0000
4506
NAME OF SIGNATORY LICENSE NUMBER
DRAWN BY | EDR 1.2
5/26/2021 4:13:51 PM STANDARD MOUNTING HEIGHTS
EskewDumezRipple
365 CANAL STREET, SUITE 3150
NEW ORLEANS, LOUISIANA 70130
2'-3"
1'-3" MIN. 2'-6" MIN. 1'-1 1/2"
HANDLE ON MIN.
4'-6"
ACCESS SIDE
1'-0" 1'-0" 24" MIN. 24" MAX. 2'-0" MIN.
3'-0" MIN. 3'-6" MIN. 1'-3" MAX.
CONTROL
TO MIRROR
MAX. CONTROL CONTROL
6'-2" TO 80"
MAX.
2'-0" 1'-0" AREA AREA AREA
33" TO 3'-0" TO T.O. GRAB BAR
FROM F.F. TO T.O. GRAB BAR
MIN. MIN.
4'-0" MAX. TO TOP
MAX. TO VALVE
33" TO 3'-0" TO T.O. GRAB BAR
2'-3" MAX.
33" TO 3'-0" TO. T.O. GRAB BAR
4'-0" MAX.
4'-0" MAX.
4'-0" MAX.
CONTROL
TO T.O GRAB BAR
TO MIRROR
4'-0"
8" TO 10"
3'-2" MIN.
AREA
15" MIN., 48" MAX
3'-2" MIN.
3'-2" MIN.
2'-10" MAX.
2'-10" MAX.
2'-9" TO 36"
33" TO 36"
3'-4"
TO OUTLET
2'-7" MIN.
8"
2'-3" MIN.
1'-5 1/64" MAX.
SEAT HEIGHT
MIN.
1'-5" MAX.
2'-0"
1'-5" TO
1'-7"
1'-5"
1'-5"
MIN.
9"
11"
1'-3" 16" TO 18" 32" MIN. 5'-0" MIN.
MIN.
7" TO 9"
5'-0" MIN.
17" TO 25"
LAVATORY, GRAB BAR, MIRROR AND WATER CLOSET WATER CLOSET, GRAB BAR AND TOILET PAPER DISPENSER BATHTUB WITHOUT PERMANENT SEATING, GRAB BARS TRANSFER TYPE SHOWER COMPARTMENT STANDARD ROLL-IN-TYPE SHOWER STANDARD ROLL-IN-TYPE SHOWER COMPARTMENT WITH SEAT URINALS
ADA COMPLIANT MOUNTING HEIGHTS. ADA COMPLIANT MOUNTING HEIGHTS ADA COMPLIANT MOUNTING HEIGHTS CONTROL LOCATION COMPARTMENT CONTROL LOCATION CONTROL LOCATION STANDARD AND ADA MOUNTING HEIGHTS
TOWEL
1'-0"
4'-0" MAX. TO OUTLET
4'-0" MAX. TO OUTLET
4'-0" TO CONTROL
4'-0" TO OUTLET
HIGH SPOUT HEIGHT
HIGH SPOUT HEIGHT
4'-0" TO OUTLET
4'-0" TO HOOK
LOW SPOUT HEIGHT
4'-0" MAX.
3'-4" TO 48"
38" TO 43"
38" TO 43"
TO MIRROR
2'-11" MAX.
2'-3"
2'-5 31/32"
3'-0"
3'-0"
2'-6"
1'-8 1/2"
1'-3" MIN.
WHEEL CHAIR
3'-0" ACCESSIBLE
ADA COMPLIANT WATER COOLERS ELECTRICAL THERMOSTAT SANITARY NAPKIN ADA SHELF
WATER CLOSET, FOLDING CHILD PROTECTION SOAP ROBE PAPER TOWEL LARGE PAPER TOWEL PAPER TOWEL ELECTRIC ADA COMPLIANT WATER COOLERS
SIDE APPROACH, RECESSED OUTLET OR LIGHT DISPENSER AND FULL LENGTH MIRROR
SEAT AND TOILET PAPER DISPENSER DISPENSER HOOK DISPENSER DISPENSER AND RECEPTACLE DISPENSER/ RECEPTACLE HAND DRYER FRONT OR SIDE APPROACH, SURFACE
SWITCH RECEPTACLE
STANDARD MOUNTING HEIGHTS
5'-0"
CHANGING SURFACE
KNEE SPACE
2'-5"
2'-3"
(EXTINGUISHERS LESS THAN 40 POUNDS WEIGHT)
FIRE EXTINGUISHER
CABINET
ADA COMPLIANT FOLDING DIAPER CHANGING
DECK STANDARD MOUNTING HEIGHT
RENOVATIONS TO AUDUBON ZOO
STANDARD ABBREVIATIONS STAGE PAVILION
6500 MAGAZINE STREET, NEW ORLEANS, LA 70118
T/D Telephone/Data PRELIM Preliminary LLV Long Leg Vertical HB Hose Bib E East CFOI Contractor Furnished Owner Installed & And
TEL Telephone PSF Pounds per Square Foot LONG Longitudinal HC Hollow Core EA Each CFM Cubic Feet Per Minute @ At EDR PROJECT NO. | 19021
THERM Thermal PSI Pounds per Square Inch LVR Louver HD Head EF Exhaust Fan CG Corner Guard # Pound or Number
THK Thick(ness) PT Post-tensioned LWC Lightweight Concrete HGT Height EG Exhaust Grille CHAM Chamfer
TOB Top of Beam PVC Polyvinyl Chloride MTL FUR Metal Furring HM Hollow Metal EIFS Ext. Insulation & Finish System CHEM Chemical, Chemistry ABV Above PROJECT ISSUE DATE | 28 MAY 2021
TOC Top of Curb, Top of Concrete PVMT Pavement MEZZ Mezzanine HORIZ Horizontal EJ Expansion Joint CIP Cast-In-Place A/C Air Conditioning ACY L
TOD Top of Deck MDF Medium Density Fiber Board HP Horsepower EL or ELEV Elevation CIR Circle AD Area Drain TR E
CONSTRUCTION
J.
A
TOF Top of Footing QT Quarry Tile MFR Manufacturer HR Hour ELAS Elastomeric CJ Control Joint ADD Addendum REG. NO. 4506
TOP Top of Pier MH Manhole HT Height ELEC Electrical CL Center Line ADJ Adjacent DOCUMENTS
TOS Top of Steel R Riser MIN Minimum HVAC Heating, Ventilating, Air Conditioning ELEV Elevator CLG Ceiling AFF Above finished floor
TOW Top of Wall R or RAD Radius MIN Minute HW Hot Water EMER Emergency CH Ceiling Height AHU Air Handling Unit
EC NA
ST
TOSL Top of Slab RA Return Air MISC Miscellaneous HWH Hot Water Heater ENTR Entrance CLR Clear or Clearance ALUM Aluminum
TE I
A
A
TV Television RB Rubber Base MIX Mixture HWY Highway EPDM Ethylene Propylene Diene M-Class (Roofing) CM Centimeter(s) ALT Alternate
T
OF LO U I S
RE
IS IT
G
TYP Typical RBR Rubber MM Millimeter HYD Hydrant EQ Equal CM Construction Manager ANOD Anodized T ER
TER Terrazzo RBT Rubber Tile MTL Metal EQUIP Equipment CMU Concrete Masonry Unit APPROX Approximate © Eskew+Dumez+Ripple 2021 E D A RCH
RD Roof drain ILLUM Illumination EXT Exterior COL Column APT Apartment A Professional Corporation
UL Underwriters Laboratories RE or REF Reference N North IN Inches CONC Concrete ARCH Architect (ural)
UNF Unfinished REBAR Reinforcing Bar NA Not Applicable INCL Include(d)(ing) F Fahrenheit AUTO Automatic
C:\PROJECTS\RVT2019\19021_ARCH_Audubon Stage_R19_Local_mjj.rvt
COND Condenser or Condensate
UNO Unless Noted Otherwise RECT Rectangular NE Northeast INFO Information FA Fire Alarm CONF Conference AVE Avenue The intent of the Contract Documents is to include all items necessary for proper
UTIL Utility REF Reference NIC Not In Contract INSUL Insulation FAB Fabric CONT Continuous AVG Average execution and completion of the work by Contractor. The Contract Documents
REFRIG Refrigerator NO Number INT Interior FB Face Brick COORD Coordinate BAL Balance are complementary, and what is required by one shall be as binding as if required
V Volt REINF Reinforc(ing)(ed) NOM Nominal INV Invert FBD Fiberboard CORR Corrugated BD Board by all; performance by the Contractor shall be required only to the extent
VAL Value REQD Required NRC Noise Reduction Coefficient INV EL Invert Elevation FD Floor Drain CPT Carpet(ed) BEL Below consistent with the Contract Documents and reasonably inferable from them as
VB Vinyl Base REV Revision NTS Not to Scale FE Fire Extinguisher CF Cubic Foot (feet) BFE Base Flood Elevation being necessary to produce the indicated results.
VCT Vinyl Composition Tile RH Right hand NW Northwest JAN Janitor FEC Fire Extinguisher Cabinet CY Cubic Yard BIT Bituminous
VERT Vertical RM Room JAN CLO Janitor’s Closet FF Finished Floor CW Cold Water BLDG Building REVISIONS
VEST Vestibule RO Rough Opening OC On center JB Junction Box FF&E Furniture, Fixtures & Equip. BLK Block
VIF Verify In Field OFF Office JST Joist FHC Fire Hose Cabinet DRN Drain BLKG Blocking
VIN Vinyl S South OFCI Owner Furnished Contractor Installed JT Joint FIN Finish DBL Double BM Bench Mark
VOL Volume SA Supply Air OFOI Owner Furnished Owner Installed FIX Fixture DBL ACT Double Acting BO By Others/Owner
VWC Vinyl Wall Covering SC Solid Core OH Overhead K Kips FLR Floor DC Direct Current BR Bedroom
SHT Sheet OPP Opposite KD Knocked Down FO Face Of DEG Degree BRK Brick
W West SIM Similar ORIG Original KIT Kitchen FP Fireproof DEMO Demolish, Demolition BRZ Bronze
W Wide, Width SPEC Specification KW Kilowatts FT Foot, Feet DEPT Department BUR Built-up Roofing
W/ With SQ Square PCF Pounds per Cubic Foot FTG Footing DF Drinking Fountain (Non-electric) BYND Beyond
W/O Without SQ FT or SF Square Foot PED Pedestal L Length FURN Furnish DIA Diameter C Celsius, Degree
WB Wood Base SS Stainless Steel PERF Perforated LAB Laboratory DIAG Diagonal CH Channel
WC Water closet STC Sound Transmission Coefficient P/LF Pounds per Lineal Foot LAM Laminated GA Gage or Gauge DIM Dimension C to C Center to Center
WD Wood STD Standard PL Plate LAV Lavatory GALV Galvanized DIV Division CAB Cabinet
WF Wide Flange STL Steel PLAM Plastic Laminate LB Lag Bolt GC General Contract(or) DN Down CB Catch Basin
WH Water Heater or Wall Hung SIM Similar PLAS Plaster LG Large GEN Generator DS Downspout CCTV Closed Circuit Television
WSCT Wainscot SYM Symmetry(ical) PLUMB Plumbing LH Left Hand GLU-LAM Glued-Laminated DTL Detail CEM Cement
WWF Welded Wire Fabric PLY WD Plywood LIN Linear GWB Gypsum Wallboard DWG Drawing(s) CF Cubic Foot
T Tread PNL Panel LL Live Load GYP Gypsum CFCI Contractor Furnished Contractor Installed
YD Yard T&G Tongue and Groove PNT Paint or Painted LLH Long Leg Horizontal GYP BD Gypsum Board
STANDARDS
DRAWN BY | EDR 1.5
EskewDumezRipple
3/23/2020 1:45:31 PM 365 CANAL STREET, SUITE 3150
NEW ORLEANS, LOUISIANA 70130
BattureLLC
5110 Freret St.
New Orleans, LA 70115
RENOVATIONS TO AUDUBON ZOO
STAGE PAVILION
6500 MAGAZINE STREET, NEW ORLEANS, LA 70118
EDR PROJECT NO. | 19021
PROJECT ISSUE DATE | 28 MAY 2021
CONSTRUCTION
DOCUMENTS
© Eskew+Dumez+Ripple 2020
A Professional Corporation
The intent of the Contract Documents is to include all items necessary for proper
execution and completion of the work by Contractor. The Contract Documents
are complementary, and what is required by one shall be as binding as if required
by all; performance by the Contractor shall be required only to the extent
consistent with the Contract Documents and reasonably inferable from them as
being necessary to produce the indicated results.
REVISIONS
19021_ARCH_Audubon Stage_R19_Central_detached.rvt
SITE PLAN - DEMOLITION
01 SITE PLAN - DEMOLITION
C2.1 1" = 10'
DRAWN BY | AD C2.1
EskewDumezRipple
3/23/2020 1:45:31 PM 365 CANAL STREET, SUITE 3150
NEW ORLEANS, LOUISIANA 70130
BattureLLC
5110 Freret St.
New Orleans, LA 70115
·
·
·
RENOVATIONS TO AUDUBON ZOO
STAGE PAVILION
6500 MAGAZINE STREET, NEW ORLEANS, LA 70118
EDR PROJECT NO. | 19021
PROJECT ISSUE DATE | 28 MAY 2021
CONSTRUCTION
DOCUMENTS
© Eskew+Dumez+Ripple 2020
A Professional Corporation
The intent of the Contract Documents is to include all items necessary for proper
execution and completion of the work by Contractor. The Contract Documents
are complementary, and what is required by one shall be as binding as if required
by all; performance by the Contractor shall be required only to the extent
consistent with the Contract Documents and reasonably inferable from them as
being necessary to produce the indicated results.
REVISIONS
19021_ARCH_Audubon Stage_R19_Central_detached.rvt
SITE PLAN
01 SITE PLAN
C3.1 1" = 10'
DRAWN BY | AD C3.1
EskewDumezRipple
3/23/2020 1:45:31 PM 365 CANAL STREET, SUITE 3150
NEW ORLEANS, LOUISIANA 70130
BattureLLC
5110 Freret St.
New Orleans, LA 70115
RENOVATIONS TO AUDUBON ZOO
STAGE PAVILION
6500 MAGAZINE STREET, NEW ORLEANS, LA 70118
EDR PROJECT NO. | 19021
PROJECT ISSUE DATE | 28 MAY 2021
CONSTRUCTION
DOCUMENTS
© Eskew+Dumez+Ripple 2020
A Professional Corporation
The intent of the Contract Documents is to include all items necessary for proper
execution and completion of the work by Contractor. The Contract Documents
are complementary, and what is required by one shall be as binding as if required
by all; performance by the Contractor shall be required only to the extent
consistent with the Contract Documents and reasonably inferable from them as
being necessary to produce the indicated results.
REVISIONS
19021_ARCH_Audubon Stage_R19_Central_detached.rvt
UTILITY PLAN
01 UTILITY PLAN
C4.1 1" = 10'
DRAWN BY | AD C4.1
EskewDumezRipple
3/23/2020 1:45:31 PM 365 CANAL STREET, SUITE 3150
NEW ORLEANS, LOUISIANA 70130
BattureLLC
5110 Freret St.
New Orleans, LA 70115
RENOVATIONS TO AUDUBON ZOO
STAGE PAVILION
6500 MAGAZINE STREET, NEW ORLEANS, LA 70118
EDR PROJECT NO. | 19021
PROJECT ISSUE DATE | 28 MAY 2021
CONSTRUCTION
DOCUMENTS
© Eskew+Dumez+Ripple 2020
A Professional Corporation
The intent of the Contract Documents is to include all items necessary for proper
execution and completion of the work by Contractor. The Contract Documents
are complementary, and what is required by one shall be as binding as if required
by all; performance by the Contractor shall be required only to the extent
consistent with the Contract Documents and reasonably inferable from them as
being necessary to produce the indicated results.
REVISIONS
19021_ARCH_Audubon Stage_R19_Central_detached.rvt
GRADING PLAN
01 GRADING PLAN
C5.1 1" = 10'
DRAWN BY | AD C5.1
EskewDumezRipple
3/23/2020 1:45:31 PM 365 CANAL STREET, SUITE 3150
NEW ORLEANS, LOUISIANA 70130
BattureLLC
5110 Freret St.
New Orleans, LA 70115
CONTRACTOR AGREES TO IMPLEMENT AND FOLLOW CONDITIONS AND IMPLEMENTATIONS
SHOWN HEREIN DURING CONSTRUCTION. CONTRACTOR SHALL COMPLY WITH
REQUIREMENTS SET FORTH IN SECTION C204 OF THE CITY OF NEW ORLEANS DEPARTMENT
OF PUBLIC WORKS GENERAL SPECIFICATIONS AND EPA AND LDEQ GUIDELINES.
____________________________________________________
CONTRACTOR OF RECORD
RENOVATIONS TO AUDUBON ZOO
STAGE PAVILION
6500 MAGAZINE STREET, NEW ORLEANS, LA 70118
EDR PROJECT NO. | 19021
PROJECT ISSUE DATE | 28 MAY 2021
CONSTRUCTION
DOCUMENTS
© Eskew+Dumez+Ripple 2020
A Professional Corporation
The intent of the Contract Documents is to include all items necessary for proper
execution and completion of the work by Contractor. The Contract Documents
are complementary, and what is required by one shall be as binding as if required
by all; performance by the Contractor shall be required only to the extent
consistent with the Contract Documents and reasonably inferable from them as
being necessary to produce the indicated results.
REVISIONS
19021_ARCH_Audubon Stage_R19_Central_detached.rvt
SWPP PLAN
01 STORMWATER POLLUTION PREVENTION PLAN
C6.1 1" = 10'
DRAWN BY | AD C6.1
EskewDumezRipple
3/23/2020 1:45:31 PM
C204.02 - STORM WATER POLLUTION PREVENTION PLAN (SWPPP) and STORMWATER CONTROL MEASURES (SCMs) a) General: The Contractor shall prevent the transmission of soil particles into streams, canals, lakes, reservoirs or other waterways. g. Stabilize Soils. Prevent on-site erosion by stabilizing all exposed and unworked soils, including stock piles and earthen
Except as necessary for construction, excavated material shall not be deposited into streams or impoundments, or in a position structures such as dams, dikes, and diversions. Soils shall be stabilized at the end of the shift before a holiday or weekend if needed 365 CANAL STREET, SUITE 3150
(a) General: close enough to be washed in waterways by high water or runoff. The Contractor shall not disturb lands or waters outside the limits based on the weather forecast. Soil stockpiles shall be stabilized from erosion, protected with sediment trapping measures, and be NEW ORLEANS, LOUISIANA 70130
1. Contractor shall implement, maintain, and inspect all erosion and sediment controls identified in the SWPPP. The program of construction, except as authorized. located away from storm drain inlets, waterways, and drainage channels. Before the completion of the project, permanently stabilize
shall address both common construction activities and extraordinary events. The Contractor shall remove all temporary SCMs, such as b) Adjacent to Property: The location of, and method of operation in, borrow pits, material pits and disposal areas obtained by the all exposed soils that have been disturbed during construction.
silt fences, catch basin filters, wash areas, etcetera at the end of construction. Contractor for waste material from the project (other than commercially operated sources) shall be the Contractor's responsibility.
2. Contractor shall include Water Pollution Control Drawings (WPCD) in the SWPPP to illustrate the locations, applications, and 3. Materials: Materials not covered by project specifications shall meet commercial grade standards and shall be approved before h. Protect Storm Drains. Prevent sediment from entering all storm drains, including ditches that receive drainage water from the BattureLLC
deployment of the Storm Water Control Measures (SCMs) identified in the SWPPP. The WPCDs shall be included as an attachment to being incorporated into the project. No testing of materials used in temporary erosion control features will be required. Acceptance of project. Storm drain inlets protection devices shall be cleaned or removed and replaced as recommended by the product 5110 Freret St.
the SWPPP. temporary erosion control materials will be by visual inspection. manufacturer, or more frequently if required to prevent failure of the device or flooding. Storm drain inlets made operable during
c) Slope Drains: Slope drains may be constructed of pipe, fiber mats, rubble, Portland cement concrete, asphaltic concrete, plastic construction shall be protected so that drainage water does not enter the drainage system without first being filtered or treated to
New Orleans, LA 70115
3. Storm Water Control Measures (SCMs): The Storm Water Control Measures (SCMs) are techniques, processes, activities, or
structures used to reduce the pollutant content of a storm water or non-storm water discharge. SCMS may include simple, non-structural sheets or other acceptable material. remove sediments. Storm drain inlet protection devices shall be removed at the conclusion of the project. When manufactured storm
methods such as good housekeeping, staff training, and preventive maintenance. Additionally, SCMs may include structural d) Silt Fencing: Silt fencing shall be wire-supported or self- supported systems. Other silt fencing systems may be used when drain inlet protection devices are not feasible, inlets and catch basins must be cleaned as necessary to prevent sediment from
modifications such as the installation of berms, canopies, or treatment control. approved. entering the drainage system. The use of straw or hay bales shall be prohibited.
4. The Contractor shall comply with laws, rules, and regulations of the State of Louisiana and agencies of the United States i) Wire-Supported: Wire-supported silt fencing shall consist of standard woven livestock wire, and minimum of 14-gage (2.0 mm
Government prohibiting the pollution of lakes, wetlands, streams, or river waters from the dumping of contaminates, refuse, rubbish, or diameter) wire, a minimum of 36 inches (900 mm) in height with a maximum wire spacing of 6 inches (150 mm). Posts shall be i. Stabilize Channels and Outlets. All temporary on-site drainage systems shall be designed, constructed, and stabilized to prevent
debris. either wood or steel installed a minimum of 2 feet (0.6 m) in the ground. Filter material shall be burlap weighing approximately 7 1/2 erosion. Stabilization shall be provided at the outlets of all drainage systems that is adequate to prevent erosion of outlets, adjacent
5. The Contractor shall submit copies of the SWPPP a minimum of 10 working days prior to beginning construction, to the Director. ounces per square yard (0.25 kg per sq. m), approved jute fabric or approved geotextile fabric. Geotextile fabric shall comply with stream banks, slopes, and downstream reaches.
Contractor shall update the SWPPP as necessary during the work to prevent contamination of the storm water collection system. Section 1019, Class F.
j. Control Pollutants. Measures shall be taken to control potential pollutants and shall include, but not be limited to, the following
6. Before start of work, Contractor shall train all employees and Subcontractors on the approved SWPPP and related WPCD and ii) Self-Supported: Self-supported silt fencing shall consist of an approved geotextile fabric suitably attached to posts of either
wood or steel installed in accordance with plan details. Geotextile fabric shall comply with LaDOTD Section 1019, Class G.
measures:
provide the Department of Public Works with written documentation of said training.
ij) Temporary Construction Entrance: Temporary construction entrances shall consist of stone or recycled Portland cement concrete 1. All pollutants, including sediment, waste materials, and demolition debris, that occur onsite shall be handled and disposed of in
(a) Construction: The Contractor shall keep a copy of the SWPPP on the job site. The Contractor shall provide continuously at the complying with LaDOTD Subsection 711.02, 2 lb (1 kg) class placed on geotextile fabric complying with Section 1019, Class D. The a manner that does not cause contamination of drainage water and pursuant to all applicable disposal laws.
jobsite all the tools, equipment, and materials necessary to implement the SWPPP at all times from project initiation through completion, geotextile fabric underliner shall be placed at the locations designated for temporary construction entrances before stone or recycled
including any punchlist or warranty work on the project. At a minimum the following requirements shall be met as applicable, to the Portland cement concrete is placed. The stone or recycled Portland cement concrete shall be placed and compacted to the required 2. Containment, cover, and protection from vandalism shall be provided for all chemicals, liquid products, petroleum products,
maximum extent practicable, at construction sites: thickness as directed. This work also includes additional measures required to remove mud from truck tires, such as wash racks, and other materials that have the potential to pose a threat to human health or the environment.
etc.
1.Storm Drain System Protection: At the first order of work, the Contractor shall protect the existing storm drain system from 3. On-site fueling tanks shall include secondary containment.
entrance of construction debris and pollutants. Such protection shall include implementing the SCMs as outlined in the SWPPP. ik)Hay Bales: Hay or straw bales shall be rectangular bales, acceptable to the Director. The average length of bales shall be 34 inches
Protection shall prohibit the discharge of untreated runoff from temporary or permanent street maintenance/landscape maintenance (850 mm) minimum. 4. Contaminated surfaces shall be cleaned immediately following any discharge or spill incident.
material and waste storage areas from entering the storm drain system. Sediment that is generated on the project site shall be retained 4. Exposure of Erodible Earth: The Director may direct the Contractor to provide immediate permanent or temporary erosion or
using structural drainage controls. In addition, the protection system shall have a minimum of three features: pollution control measures to prevent contamination of streams, lakes, tidal waters, reservoirs, canals or other impoundments or prevent 5. Application of fertilizers and pesticides shall be conducted in a manner and at application rates that will not result in loss of
a) A particulate filter of geosynthetic material securely fastened in place such that it cannot be bypassed without significant physical detrimental effects on property outside the right-of-way and damage to the project. Limitations of areas in which excavation and chemical to drainage water. Manufacturers' label requirements for application rates and procedures shall be followed.
damage; embankment operations are underway shall be commensurate with the Contractor's capability and progress in keeping finish grading,
temporary erosion control, and permanent erosion control measures in accordance with the accepted schedule.
6. For any paint removal, paint preparation, pressure-washing or sandblasting activities that will result in paiiicles entering the air
b) A prefilter for the particulate filter; and or landing on the ground, BMP steps shall be implemented to prevent or minimize to the maximum extent practicable such
5. Incorporation of Erosion Control features: Use of temporary erosion control features will be authorized to correct unforeseen
c) On-hand materials to close off the inlet or opening in the case of a significant pollution spill. Contractor shall monitor and maintain all particle releases into the environment. Discharge of wastes from such activities to the MS4 is prohibited.
conditions that develop during construction; to control erosion prior to the time it is practical to construct permanent control features; or to
storm drain inlet protection devices during rain events to prevent flooding.
provide immediate temporary control of erosion that develops during normal construction operations but is not associated with permanent k. Maintain BMPs. All temporary and permanent erosion and sediment control BMPs shall be maintained and repaired as needed
2. Material Management & Storage: No construction-related materials, wastes, spills or residues shall be discharged from the project
erosion control features. Permanent erosion control features shall be incorporated into the project at the earliest practical time.
site to streets, drainage facilities or adjacent properties by wind or runoff. All materials and/or equipment storage areas where liquid to assure continued performance of their intended function. All temporary erosion and sediment controls shall be removed within five
Temporary erosion control features will be used as directed in areas where stage construction or other conditions not under control of the
construction materials are placed shall be protected by a physical barrier capable of containing the entire volume of stored liquid days after final site stabilization is achieved or after the temporary controls are no longer needed, whichever is later. Trapped
Contractor preclude completion of a section of roadway in a continuous manner, or where subsequent construction operations will cause
materials. During active construction activities, portions of the barrier may be removed for access. However, the barrier materials must be
damage to permanent erosion control features. sediment shall be removed or stabilized on site. Disturbed soil areas resulting from removal shall be permanently stabilized.
readily accessible for replacement by onsite construction personnel. The barrier must be in place at all times during the absence of
6. Construction Requirements: Temporary erosion control features shall consist of, but not be limited to, temporary seeding, l. Concrete waste management. Concrete waste from washout of ready mix trucks, concrete pumps, and other concrete
Contractor personnel at the storage site. Building materials shall be placed on pallets and covered in event of rain. Do not store materials
in the street or gutter area. temporary mulching, sandbagging, slope drains, sediment basins, sediment check dams, erosion checks, artificial coverings, berms, and equipment causes chemical and changes in runoff by increasing sediment and changing the pH. Concrete waste management is the
stone entrances. The Director may direct use of temporary erosion control features or methods other than those included in the original practice of capturing all concrete wastes and protecting the drainage system from any discharge contaminated by concrete. This
3. Equipment & Vehicle Maintenance: Non-storm water runoff from equipment and vehicle washing and any other activity shall be
contract. Soil deposits outside the right-of-way shall be immediately removed and the surface repaired at no direct pay. The Director shall
contained at the project site and shall not be allowed to discharge from the project site to streets, drainage facilities or adjacent properties concrete waste includes sweepings from concrete or other concrete slurry wastes.
have the authority to require the Contractor's operations to be discontinued until erosion deposits have been cleared and the area
by wind or runoff. The Contractor shall inspect vehicles and equipment on each day of use. Leaks shall be repaired off-site if possible. If
restored. A. Applications. Concrete waste management requirements shall apply to all construction sites, phases, subdivisions, or
necessary to repair on site, the runoff must be contained, or the problem vehicle or equipment shall be removed from the project site until
a) Sandbagging: Sandbags shall be placed as directed. developments with concrete work. This includes the use of concrete delivered by truck or other concrete coated equipment,
repaired. If necessary, drip pans shall be placed under the vehicles or equipment while not in use to catch and/or contain drips and leaks.
b) Baled Straw or Hay: Baled straw or hay shall be placed as directed to form checks or dams to control erosion and siltation. Bales mortar-mixing stations, or where concrete dust, debris, or slurry is created by either construction or demolition. Concrete waste
4. SCMs Inspection: The Contractor shall inspect all pollution control SCMs regularly. The Contractor shall also repair/replace any
shall be properly staked or otherwise secured as directed, as shown on the plans. The bales shall be buried as necessary to prevent management practices shall also apply to any operator of a vehicle used to deliver or apply concrete products.
damaged or clogged element on a daily basis. During periods of precipitation where any runoff occurs, the system shall be checked twice
scour under the bales. A minimum of 2 stakes shall be driven through each bale.
a day, seven days a week, whether or not any work has been performed. The Contractor shall keep a monitoring inspection log of each
c) Filter Socks: Filter socks may be used in lieu of baled straw or hay in front of catch basins. 1. All construction sites shall provide and identify a reasonable concrete washout facility for the use of those providing concrete
inspection.
d) Geotextile Filters: Use geotextile filters in combination with filter socks at catch basins in lieu of baled straw or hay. or concrete related services on that site or make arrangements for the removal of concrete waste.
5. Spill Prevention & Cleanup Plan: Contractor shall have a spill prevention plan and spill cleanup materials readily available and
addressed in the SWPPP. Spills shall be cleaned up immediately using dry methods if possible. Spill cleanup material shall be properly e) Slope Drains: Slope drains shall be constructed with acceptable materials in accordance with plan details or as directed, if 2. In some cases, particularly in the case of an owner-builder construction or renovation of a single structure, the concrete
disposed of offsite. Contractor shall keep a record of any spills in the inspection log. In addition, at the end of the project, the Contractor necessary to prevent scour. The discharge area shall be stabilized or protected by temporary riprap as directed. Cost of discharge provider is expected to dispose of or washout any excess concrete or debris in a manner consistent with this section even if the
must certify that all contaminated materials have been properly disposed in accordance with the SWPPP. area protection will be included under the slope drain item.
site does not lend itself to a separate washout facility.
6. Asphalt & Concrete Activities: Asphalt and concrete activities shall be scheduled for dry weather. Contractor shall prohibit saw f) Sediment Basins: Sediment basins shall be constructed in accordance with plan details or as directed.
cutting during a storm event of 0.25 inches or greater. Store bags of cement away from gutters and storm drains, sealed and covered, g) Sediment Check Dams: Check dams shall be constructed at locations shown on the plans or as directed. Check dams shall be B. Design criteria. Provide a minimum of six cubic feet of containment volume for every ten cubic yards of concrete to be poured.
protected from rainfall runoff and wind. Place tarp under cement mixer before operating to catch spills. Never dispose of cement washout constructed before clearing and grubbing or grading in the area is begun unless otherwise directed. There must be a minimum freeboard of six inches for those facilities built above the ground or a minimum of 12 inches for those
or concrete dust onto driveways, streets, gutters or storm drains. h) Silt Fencing: Silt fencing shall be furnished and constructed at designated locations or other locations, as directed by the Director. built below grade. Prefabricated washout facilities are allowed so long as they meet the criteria of temporary facilities in terms of
7. Sidewalk Washing: The following methods should be utilized to prevent discharge of sidewalk cleaning wastewater into the storm i) Berms: Earth berms shall be constructed as directed to divert the flow of water from erodible surfaces. capacity, protection from runoff and clean out requirements. All washout areas must:
drain system: j) Unforeseen Conditions: When unforeseen conditions are encountered, the Director may direct the Contractor to construct such
a) Sweep and pick up all areas to be cleaned before using water. 1. Be located as far away from storm drains, ditches, or other bodies of water as is practical.
temporary devices as required to control erosion during construction. Details may be developed jointly by the Director and the
b) Manually scrape gum from sidewalks and other surfaces. Contractor. 2. Provide all-weather access with sufficient controls to keep mud or debris from the streets surrounding the facility.
c) Must use high pressure and low volume of water with no additives and at an average usage of 0.006 gallons per square foot of k) Maintenance of Erosion Control Features: The Contractor shall install, construct, repair, and maintain temporary erosion control
surface area to be rinsed. 3. Physically restrict all runoff from the area by construction of temporary pit or bermed area of sufficient size. Artificial berms
features within 7 calendar days of being instructed to do so by the Director. Temporary erosion control features shall be inspected at
may be created from straw bales or sand bags so long as the same is staked and is double or triple-lined with polyethylene
DETAIL OF REINFORCED FILTER FABRIC FENCE
d) Use a wet/dry vacuum to collect wash water for disposal. Large volumes of wash water may require the use of a small sump pump least once every 14 calendar days and within 24 hours after a rainfall event of 0.5 inches or greater. The features are to be
to remove wash water from the job site. maintained as described below and, if required, replaced as directed at no direct pay. sheeting of sufficient thickness and without holes or tears.
e) One or more of the following methods are recommended to prevent pollutants from entering the storm drain system: i) Straw or Hay Bale Barriers: The bale barriers shall be inspected after each rainfall and time frame as defined above and at least 4. Be clearly marked by signage.
•Sandbags can be used to create a barrier around storm drains. daily during prolonged rainfall. Close attention shall be paid to the repair of damaged bales, "end runs" and undercutting beneath
bales. 5. Be lined with polyethylene sheeting of sufficient thickness and which is free from holes, tears, or defects that compromise the
•Rubber mats or plugs can be used to seal drain openings.
iv)Filter Socks and Geotextile Fabric: Ensure that filter socks remain in place and that geotextile filters do not allow runoff to enter the impermeability of the material.
• Temporary berms or containment pads help keep water on site. catch basin around the edges.
•Use berms of sandbags to direct wash water to landscaping. v) Slope Drains: Slope drains shall be inspected weekly and after each rainfall as defined above, and repairs made if necessary.
C. Maintenance requirements. The washout pit shall be cleaned and maintained on a regular basis.
•Use large squeegees to accumulate sheet flow for collection. The Contractor shall avoid the placement of any material on and prevent construction traffic across the slope drain. 1. The facility must be removed or cleaned out when the facility is no longer required for work in the area or when the facility is at
•Remember to remove plugs, berms, and sandbags or you may be liable for possible flooding. vi)Sediment Check Dams: Sediment deposits shall be removed when the deposits reach one-half the height of the check dam. 75 percent capacity.
Inspections shall be made to insure that the center of the dam is lower than the edges. Erosion around the edges shall be corrected
f) Wash water that contains hazardous waste such as oil-saturated absorbents, water with lead or other heavy metals from oxidized
immediately. 2. To remove or clean the facility, the hardened concrete should be removed and disposed of. Materials used to construct the
paint, and solvent cleaners requires special treatment and must be disposed of through a hazardous waste facility.
vii) Silt Fencing: Sediment deposits shall be removed when the deposits reach one-half the height of the fence. If the fabric on the silt temporary facility must also be removed and disposed of when they are no longer suitable for use or no longer needed.
8. Employee SCMs Training: Contractor shall train employees and Subcontractors on SCMs implementation, general good
fence decomposes or becomes ineffective, the fabric shall be replaced promptly.
housekeeping, and proper spill containment and cleanup. Before start of work, Contractor shall provide the Department of Public Works 3. Any holes or depressions caused by a temporary washout facility should be backfilled and repaired and the soil shall be
and the Sewerage & Water Board with written documentation of training and keep all documentation in the SWPPP. viii) Temporary Stone Construction Entrance and/or Wash Racks: The construction entrance shall be maintained to allow for
stabilized.
removal of mud from the tires. The sediment from the wash rack runoff shall be removed once the wash rack is no longer performing
9. Inspection: Contractor shall maintain SCMS at all times on a daily basis, shall inspect and repair or replace, as needed, all job site
as intended. 4. Be cleaned up immediately in the event that any liquid or other contaminant is found outside the washout facility.
SCMS a minimum of:
n) Removal of Temporary Erosion Control Features: Temporary erosion control feature existing at the time of construction of
•Biweekly 5. All concrete waste material must be properly disposed of.
permanent erosion control features shall be removed or incorporated into the soil in such manner that no detrimental effect will
•Before, during and after a major rain event. result. The Director may direct that temporary features be left in place. Sediment in sediment basins, silt fences, check dams, and m. Contractor must comply with procedures outlined by Public Works Standard Section C204.
Contractor shall document the inspections in the SWPPP. other catchment areas shall be removed, replaced with acceptable soils in accordance with LaDOTD Subsection 203.06.
10. Dewatering: Avoid dewatering discharges where possible by using the water for dust control, infiltration, etcetera.
SWPPP REQUIREMENTS
(a) Temporary Erosion Control:
a. Contractor shall meet the following elements below as applicable to the project, even if elements are not depicted on plan.
1.This work consists of constructing and maintaining temporary erosion control features shown on the plans or as directed.
Installation of temporary erosion control features shall be coordinated with construction of permanent erosion control features to the b. Mark Clearing Limits and Environmentally Critical Areas. Within the boundaries of the project site and prior to beginning land CONTRACTOR AGREES TO IMPLEMENT AND FOLLOW CONDITIONS AND IMPLEMENTATIONS
extent necessary to ensure economical, effective and continuous control of erosion and water pollution throughout the life of the contract. disturbing activities, including clearing and grading, clearly mark all clearing limits, easements, setbacks, all environmentally critical SHOWN HEREIN DURING CONSTRUCTION. CONTRACTOR SHALL COMPLY WITH
The Contractor shall comply with a Storm Water Pollution Prevention Plan (SWPPP) and Storm Water Control Measures (SCMS) areas and their buffers, and all trees and drainage courses that are to be preserved within the construction area. REQUIREMENTS SET FORTH IN SECTION C204 OF THE CITY OF NEW ORLEANS DEPARTMENT
approved by the Department when conducting clearing or earthwork operations. The SWPPP shall include the erosion control features as OF PUBLIC WORKS GENERAL SPECIFICATIONS AND EPA AND LDEQ GUIDELINES.
shown on the plans, or as directed, in addition to other required components of the SWPPP specified by the US Environmental Protection c. Retain Top Layer. Within the boundaries of the project site, the duff layer, topsoil, and native vegetation, if there is any, shall be
Agency (EPA) and the Louisiana Department of Environmental Quality (LDEQ). The plan shall indicate the use of contract items and the retained in an undisturbed state to the maximum extent feasible. If it is not feasible to retain the top layer in place, it should be
____________________________________________________
coordination of this work with the scheduling of clearing and earthwork. SCMs include but are not limited to: stockpiled on-site, covered to prevent erosion, and replaced immediately upon completion of the land disturbing activities to the CONTRACTOR OF RECORD
maximum extent feasible.
a) All mechanical equipment intended for use at said construction site must be properly maintained,
b) Erect silt barrier fencing around the construction site, d. Establish Construction Access. Limit construction vehicle access, whenever possible, to one route. Stabilize access points and
c) Cover all drain inlets in the immediate area of the construction site until all work is completed, minimize tracking sediment onto public roads. Promptly remove any sediment tracked off site.
d) Spread and compact all fill material within a short time after delivery (approximately 48 hours),
e. Protect Downstream Properties and Receiving Waters. Protect properties and receiving waters downstream from the
e) Drive creosote pilings soon after their delivery (approximately 48 hours),
development sites from erosion due to increases in the volume, velocity, and peak flow rate of drainage water from the project site. If
f) Cover any loose piles of dirt or creosote pilings with plastic, if they will not be put into place in a short time, it is necessary to construct flow control facilities to meet this requirement, these facilities shall be functioning prior to implementation
g) Clean all mortar and cement mixing equipment in such a manner that the discharge does not enter the storm water system, but is of other land disturbing activity, including but not limited to the use of silt fencing along all site boundaries. If permanent infiltration
removed as solid waste to a proper location,
facilities are used to control flows during construction, these facilities shall be protected from siltation during the construction phase
h) Cover all piles of sand used for mortar with plastic, of the project.
i) Do not store fuel, automotive fluids, paint, glue, solvents, plaster, or other petroleum products on site for extended periods of time,
or in areas where they are subject to spillage or open to the elements. Such products should remain in their original packaging until f. Prevent Erosion and Sediment Transport from the Site by Vehicles. Whenever construction vehicle access routes intersect
ready for use, paved roads, the transport of sediment onto the paved road shall be minimized. If sediment is transported onto a paved road surface,
j) Maintain proper absorbent and dirking material to guard against accidental spillage of automotive fluids and other liquid products the roads shall be cleaned thoroughly at the end of each day. Sediment shall be removed from paved roads by shoveling or sweeping
used on site, and shall be transported to a controlled sediment disposal area. If sediment is tracked off site, roads shall be cleaned thoroughly at RENOVATIONS TO AUDUBON ZOO
k) Have all workers and equipment enter the construction area from a single stable entrance, the end of each day, or at least twice daily during wet weather. Street washing is allowed only after sediment is removed, and street
l) Have all work coordinated by a single Contractor who is responsible for the SWPPP. wash wastewater shall be prevented from entering the drainage system and receiving waters. DROP INLET - EXTERIOR PROTECTION STAGE PAVILION
2. Control of Erodible Soil:
6500 MAGAZINE STREET, NEW ORLEANS, LA 70118
EDR PROJECT NO. | 19021
PROJECT ISSUE DATE | 28 MAY 2021
CONSTRUCTION
DOCUMENTS
© Eskew+Dumez+Ripple 2020
A Professional Corporation
The intent of the Contract Documents is to include all items necessary for proper
DROP INLET - FILTER FABRIC PROTECTION execution and completion of the work by Contractor. The Contract Documents
are complementary, and what is required by one shall be as binding as if required
by all; performance by the Contractor shall be required only to the extent
consistent with the Contract Documents and reasonably inferable from them as
being necessary to produce the indicated results.
REVISIONS
19021_ARCH_Audubon Stage_R19_Central_detached.rvt
SWPP DETAILS
DRAWN BY | AD C7.1
EskewDumezRipple
3/23/2020 1:45:31 PM 365 CANAL STREET, SUITE 3150
NEW ORLEANS, LOUISIANA 70130
BattureLLC
5110 Freret St.
New Orleans, LA 70115
PLANTER WALL DETAIL DETAIL OF FLEXIBLE PAVERS
RENOVATIONS TO AUDUBON ZOO
DETAIL OF DRAIN CLEANOUT CONCRETE PAVEMENT SECTION DETAIL DETAIL OF 12" PVC YARD DRAIN PERMEABLE PAVERS, TYP. STAGE PAVILION
6500 MAGAZINE STREET, NEW ORLEANS, LA 70118
”
EDR PROJECT NO. | 19021
PROJECT ISSUE DATE | 28 MAY 2021
CONSTRUCTION
DOCUMENTS
© Eskew+Dumez+Ripple 2020
A Professional Corporation
The intent of the Contract Documents is to include all items necessary for proper
execution and completion of the work by Contractor. The Contract Documents
are complementary, and what is required by one shall be as binding as if required
by all; performance by the Contractor shall be required only to the extent
consistent with the Contract Documents and reasonably inferable from them as
being necessary to produce the indicated results.
REVISIONS
19021_ARCH_Audubon Stage_R19_Central_detached.rvt
DETAIL OF RIBBON CURB BRICK BANDING DETAIL PAVER PATTERNS, TYP.
DETAILS
DRAWN BY | AD C8.16/4/2021 11:33:18 AM
EskewDumezRipple
365 CANAL STREET, SUITE 3150
NEW ORLEANS, LOUISIANA 70130
REPTILE
ENCOUNTER
CONSTRUCTION WASTE AND RECYCLING
DUMPSTER(S) TO BE LOCATED IN
PARKING LOT TO BE CONCEALED WITH
TEMPORARY FENCING (01 56 39)
LIMIT OF WORK
12'-0" DOUBLE LIMIT OF WORK
TEMPORARY GATE (01 56 39) CONSTRUCTION TRAILER
TEA ROOM TO BE LOCATED IN THIS
AREA (01 56 39)
TEMPORARY GATE (01 56 39)
TEMPORARY FENCE (01 56 39)
ADD ALTERNATE 3: PATH AND RELATED SCOPE.
BASE BID: EXISTING TO REMAIN.
"
'-0
TEMPORARY FENCE (01 56 39) 16
CAPITAL ONE
STAGE
W
TEMPORARY FENCE (01 56 39)
TEMPORARY FENCE (01 56 39)
IV
IV
RENOVATIONS TO AUDUBON ZOO
STAGE PAVILION
ADD ALTERNATE 3: PATH AND RELATED SCOPE.
BASE BID: EXISTING TO REMAIN.
6500 MAGAZINE STREET, NEW ORLEANS, LA 70118
LIMIT OF WORK TEMPORARY GATE (01 56 39)
LIMIT OF WORK
EJB EJB
EDR PROJECT NO. | 19021
LIMIT OF WORK
TEMPORARY GATE (01 56 39) TEMPORARY FENCE (01 56 39) PROJECT ISSUE DATE | 28 MAY 2021
ACY L
TR E
CONSTRUCTION
J.
A
REG. NO. 4506
DOCUMENTS
EC NA
ST
TE I
A
A
T
OF LO U I S
RE
IS IT
G
T ER
© Eskew+Dumez+Ripple 2021 E D A RCH
A Professional Corporation
C:\PROJECTS\RVT2019\19021_ARCH_Audubon Stage_R19_Local_mjj.rvt
The intent of the Contract Documents is to include all items necessary for proper
execution and completion of the work by Contractor. The Contract Documents
are complementary, and what is required by one shall be as binding as if required
by all; performance by the Contractor shall be required only to the extent
consistent with the Contract Documents and reasonably inferable from them as
being necessary to produce the indicated results.
REVISIONS
SEA LION
POOL
TH
NOR
E
TRU N SITE PLAN
01 SITE PLAN
1" = 20'-0"
DRAWN BY | JOHNSON 1.106/1/2021 3:40:17 PM
EskewDumezRipple
365 CANAL STREET, SUITE 3150
NEW ORLEANS, LOUISIANA 70130
GENERAL NOTES PERTAINING TO STRUCTURE LIFT
1. DIAGRAMS ASSUME SELECTIVE DEMOLITION OF WOOD FACADES
ALREADY DEMOLISHED IN ORDER TO GAIN APPROPRIATE ACCESS
TO STEEL CONNECTIONS.
2. LIFT STRUCTURE ABOVE CONCRETE COLUMNS 2'-9 3/4".
3. REPLACE EXISTING STEEL COLUMNS WITH LONGER STEEL
COLUMNS. SEE STRUCTURAL.
2'-9 3/4"
04 LIFTING DIAGRAM ELEVATION - EXISTING
1/8" = 1'-0" 05 LIFTING DIAGRAM ELEVATION - ELEVATED
1/8" = 1'-0" 06 LIFTING DIAGRAM ELEVATION - COMPLETE
1/8" = 1'-0"
RENOVATIONS TO AUDUBON ZOO
STAGE PAVILION
6500 MAGAZINE STREET, NEW ORLEANS, LA 70118
EDR PROJECT NO. | 19021
PROJECT ISSUE DATE | 28 MAY 2021
ACY L
TR E
CONSTRUCTION
J.
A
REG. NO. 4506
DOCUMENTS
EC NA
ST
TE I
A
A
T
OF LO U I S
RE
IS IT
G
T ER
© Eskew+Dumez+Ripple 2021 E D A RCH
A Professional Corporation
C:\PROJECTS\RVT2019\19021_ARCH_Audubon Stage_R19_Local_mjj.rvt
The intent of the Contract Documents is to include all items necessary for proper
execution and completion of the work by Contractor. The Contract Documents
are complementary, and what is required by one shall be as binding as if required
by all; performance by the Contractor shall be required only to the extent
consistent with the Contract Documents and reasonably inferable from them as
being necessary to produce the indicated results.
REVISIONS
01 LIFTING DIAGRAM - EXISTING 02 LIFTING DIAGRAM - ELEVATED 03 LIFTING DIAGRAM - COMPLETE LIFTING DIAGRAM
DRAWN BY | JOHNSON 1.215/26/2021 4:13:54 PM
EskewDumezRipple
365 CANAL STREET, SUITE 3150
NEW ORLEANS, LOUISIANA 70130
GENERAL NOTES
1. ALL DIMENSIONS SHOWN AT EXISTING CONDITIONS ARE PLUS OR
MINUS AND SHOULD BE VERIFIED, IF NECESSARY, ON THE PROJECT
SITE.
2. ALL GALVANIZED AND EXISTING STEEL TO BE PAINTED AT EXPOSED
AND CONCEALED LOCATIONS TYPICAL.
RENOVATION GRAPHICS
(UNLESS OTHERWISE INDICATED)
EXISTING WALLS, PARTITIONS, COLUMNS
TO REMAIN
EXISTING FIXTURES, EQUIPMENT TO REMAIN
EXISTING COPPER ROOF TO REMAIN
NEW WALLS, PARTITIONS, COLUMNS
D5 D5
PORTION OF EXISTING COPPER
CUT COPPER ROOF CAP BACK CAP TO REMAIN NEW FIXTURES, EQUIPMENT
E
CUT STEEL BEAM BACK TO EDGE EXISTING COPPER ROOF TO REMAIN EXISTING WALLS, PARTITIONS, COLUMNS
OF STEEL PLATE - TYPICAL
RAISED TO BE REMOVED
STRUCTURE VIF
14'-2"
EXISTING FIXTURES, EQUIPMENT, ETC. TO BE
REMOVED
EXISTING STEEL BEAM TO REMAIN 04
1.22
D5
EXISTING WOOD DECKING TO REMAIN
D
D5 EXISTING FIXTURES, EQUIPMENT, ETC.
TO BE REMOVED AND REINSTALLED
EXISTING FIXTURES, EQUIPMENT, ETC.
REINSTALLED FROM ITS PREVIOUS LOCATION
DEMOLISH BLOCKING AT STAGE CORNERS
DEMOLISH WOOD FASCIA C CLARIFICATION OF REFERENCE DESIGNATIONS
FOR DEMOLITION (02 41 00)
EXISTING COPPER ROOF TO REMAIN
D4
D1 DEMOLISH WOOD PORTION OF STAGE
D2 DEMOLISH CONCRETE WALLS IN GROUND
EXISTING B D3 DEMOLISH WOOD FASCIA AND SOFFIT
STRUCTURE VIF D4 DEMOLISH COPPER CAP
11'-4 1/4" D5 DEMOLISH EDGE OF COPPER CAP AND CUT STEEL BEAM BACK
- SEE DETAIL 06 / 6.2
D6 DEMOLISH STAIR
DEMOLISH STEEL COLUMN DEMOLISH WOOD SOFFIT D7 DEMOLISH WOOD SOFFIT
4 3 2 1
04 SECTION THRU COLUMN AND BEAM - DEMO
1.22 1 1/2" = 1'-0" 02 ROOF PLAN - DEMOLITION
1/8" = 1'-0"
EXISTING BLACK WOOD DECKING TO REMAIN TYPICAL
D3 D6 EXISTING CONCRETE COLUMNS TO REMAIN
D5 D5 EXISTING CONCRETE STAGE TO REMAIN
E E
D3 D3
RENOVATIONS TO AUDUBON ZOO
D7 D7 STAGE PAVILION
D7
D5 D5 6500 MAGAZINE STREET, NEW ORLEANS, LA 70118
D D
D7 D7
EDR PROJECT NO. | 19021
D7 D7
D3 D3
PROJECT ISSUE DATE | 28 MAY 2021
ACY L
TR E
CONSTRUCTION
J.
A
REG. NO. 4506
D7 DOCUMENTS
D7
EC NA
ST
C C TE I
A
A
T
OF LO U I S
RE
IS IT
G
T ER
© Eskew+Dumez+Ripple 2021 E D A RCH
D3 D3 D2 D2
A Professional Corporation
C:\PROJECTS\RVT2019\19021_ARCH_Audubon Stage_R19_Local_mjj.rvt
D2 D2 The intent of the Contract Documents is to include all items necessary for proper
B B execution and completion of the work by Contractor. The Contract Documents
are complementary, and what is required by one shall be as binding as if required
by all; performance by the Contractor shall be required only to the extent
D2 D2 consistent with the Contract Documents and reasonably inferable from them as
being necessary to produce the indicated results.
REVISIONS
D1 D1
4 3 2 1
D2 D2
A
D6
03 REFLECTED CEILING PLAN - DEMOLITION
1/8" = 1'-0"
TH
NOR
E
TRU N FLOOR PLAN - DEMOLITION
4 3 2 1
01 FLOOR PLAN - DEMOLITION
1/8" = 1'-0"
DRAWN BY | JOHNSON 1.22You can also read
