new arabella street dock facility

2. Parish Amendments to IBC 2015 where applicable.3. Life Saftey Code, ANSI/NFPA 101, Latest Edition.4. Americans with Disabilities Act, Public Law 101-3365. Design loads per ASCE-7

1. International Building Code, 2015 Edition.

CODES & COMPLIANCES:

21. The drawings and specifications, including drawings prepared by specific engineering disciplines such as mechanical, electrical, etc. are complimentary. Items shown in any one location of the drawings shall be requirements of the Contractor for construction. In the event of an inconsistency between the drawings and the specifications or within either document, the Contractor shall seek clarification from the Architect / Engineer prior to bidding and construction.

22. All items not specifically noted as owner provided or installed shall be provided or installed by Contractor.

23. Contractor is to coordinate all work schedules within building with owner and users. Access into the building shall not be interrupted unless owner and user approval has been obtained.

24. Where repairs are performed, Contractor is responsible for providing all necessary components and labor in order to create a complete and workmanlike repair.

25. The contractor shall be responsible for determining the exact location, depth, and size of all utilities and structures, and shall be liable for any damage caused by failure to comply with these instructions.

9. The drawings represent general locations of improvements. It shall be the General Contractors responsibility to locate all improvements on project prior to alteration, addition, or tie-in. All damage shall be properly repaired by the General Contractor, at the Contractors expense.

10. The Contractor shall be responsible for permits and any charges for tie-in to existing street and utilities.

11. All work shall be performed in accordance with all applicable National, State, and local codes and regulations.

12. Concealed insulation shall have a Flame Spread of 0-25 and Smoke Development factor of 0-450.

13. All materials shall be new except where otherwise noted and shall conform with the standards of Underwriters Laboratory in every case where such a standard has been established for the particular type of material in question.

14. The Contractor shall obtain and pay all necessary permits, and after completion furnish owner certificates of inspections and approval as issued by the inspection department of the Parish.

GENERAL NOTES:

1. The Contractor shall visit the project and thoroughly aquaint himself with all aspects of the construction outlined in this document prior to submitting a bid. Any discrepancies shall be brought immediately to' the attention of the Architect or Engineer.

2. The Contractor shall provide all necessary safety apparatus required to insure the health of workers as well as the owners and general public.

3. The Contractor shall provide any project demolition / utility relocation necessary for completion of work.

4. In no way do the dimensions shown on the plans represent an exact quantity of materials. The bidder is soley responsible for the quantities in his bid.

5. All floor plan dimiensions are to the face of brick, face of stud, or to centerline of columns.

6. The Contractor shall keep the site and all interior spaces clean or trash and construction debris during construction during construction on a daily basis.

20. The drawings and specifications are separated into disiplines for the convenience of the Architect / Engineer and the Contractor. The seperatons used herein are used only for the purposes of convenience and reference and in no way do they define or limit the scope or intent of any part of the drawings or the drawings and specifications as a whole. The fact that the drawings are seoperated in no way to be constructed as a complete integrated and unified whole.

15. The Contractor shall be responsible for obtaining all necessary certificates of inspection, both at rough-in and completion. 16. All work is to have a one year warranty, minimum.

17. All portion of the existing building shall remain weathertight at all times. If construction is postponed, the contractor shall secure the building from inclement weather and vandalism.

18. Removal and disposal of all substances and materials to be accomplished according to specifications and Federal, State, and local regulations.

19. The storage of materials on site shall be allowed on designated areas. These areas will be determined prior to construction.

North

Tchoupitoulas Street

Joseph

Str

eet

(Sid

e)

Ara

bell a

Str

eet

( Sid

e)

5620 Tchoupitoulas Street

EXISTING BUILDING

New Orleans, Louisiana

Leake Avenue

(110' R.O.W.)

NEWDOCK

FACILITY

New concretefork lift ramp

(In accordance w/ O.S.H.A. 19.10.178(n)(17)

Existing dead-end ofArabella Street

PLEASE BE ADVISED THAT I HAVE RESEARCHED THE BUILDING & RELATED CONSTRUCTION CODES FOR ORLEANS PARISH AND THE LA. STATE UNIFORMCONSTRUCTION CODE, AND TO THE BEST OF MY KNOWLEDGE AND BELIEF THESE DRAWINGS ARE IN COMPLIANCE THEREWITH.

PLEASE BE ADVISED THAT THESE PLANS HAVE BEEN PREPAREDUNDER MY DIRECT SUPERVISION, BEING A REGISTERED ARCHITECT / CIVIL ENGINEER IN THE STATE OF LOUISIANA, AND THE DESIGN ANDSPECIFICATIONS GENERALLY COMPLY WITH ALL CITY, PARISH, ANDSTATE BUILDING CODE REQUIRMENTS TO THE BEST OF MY KNOWLEDGE AND BELIEF. THIS REVIEW DOES NOT ATTEST TO COMPLIANCE WITH ZONING, OR ENVIRONMENTAL REQUIREMENTS. I MADE NO SITE INSPECTION. I AM NOT ADMINISTERING THE CONSTRUCTION WORK. I TAKE FULL RESPONSIBILITY FOR THE CONTENTS OF THESE PLANS.

PROFESSIONAL ARCHITECT / CIVIL ENGINEER

STEPHEN P. CALI58 CYCASKENNER, LA. 70065504-388-8719REG. #21941

1. The site shall be filled and graded as necessary so that the entire property drains forward toward catch basiins at the street, except when conditions exist where the site can be sloped to drain in an alternate direction. Rain run-off shall be diverted around and away from any structures and shall not drain onto any abutting properties. If subsurface drainage is specified, rain run-off shall be directed to adequate and effective subsurface drainage systems. Site shall be graded so that rain run-off does not drain on to abutting properties even if the subsurface drainage system fails. Contractor shall observe minimum mandated flood elevations.

GENERAL SITE DEVELOPMENT NOTES:

Scale: 116" =1'-0"

1

A101

2. Verify required elevation of air conditioning condensing units with local code enforcing agencies prior to placing equipment.3. Owner shall be responsible for retaining the services of an arborist to determine potential damage to existing trees. Owner shall protect trees in accordance with arborists recommendations.4. Finished floor elevation shall be determined from an applicable and professionally certified firm and verified by survey prior to construction begins.5. Remove all organic vegetation and fill to 95% compaction below building foundation. Consult Architect / Engineer if site is to be filled more than 2 feet above natural ground elevation.

ENGINEER OF RECORD:

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Site Plan

Site P

lan

/ D

esig

n Crite

ria

A-101

CADD DWG No:

T.T.C.

DRAWN BY:

SHEET

DESIGNED BY:

PROJECT No:

S.P.C.

DATE:

04/2020

A-101 SITE PLAN / DESIGN CRITERIA

A-103A-102

A-104EXTERIOR ELEVATIONS / BUILDING CROSS-SECTIONFLOOR PLAN

FOUNDATION PLAN / FOUNDATION SECTIONS / FRAMING PLAN

SHEET INDEX:

FacilityDockNew

Roof overhang

New concrete fork lift ramp(In accordance w/ O.S.H.A. 19.10.178(n)(17)

Trench drain

Trench drain

EXISTING BUILDING

New

Dock

Fac

ility

Existing

Bui

ldin

g

New Dock Facility New Fork Lift Ramp

Existing dead-end ofArabella Street

Line of new edge ofArabella Street

Ara

bella

Str

eet

Roof overhang/4"o downspout

4"o PVC drain line

/

North

Note: Existing area is stone and concrete pavement.

Elevation ofbuilding floor

Existing

8"o

PVC d

rain

lin

e for

roof dra

ins

/

Existing elevation New elevation Drainage slope

New limestone gravel

EJ

Expansion joint

EJ

New limestone gravel

New 6" thick concrete

EJ EJ

EJ EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

LegendNOTE:Arabella Street & Leake Avenueto be reconstructed & extended under the existing constructioncontract for the new PrytaniaVeterinary Hospital located onParcel No. 21995, Hurtsville Square 2, New Orleans, LA.

New extension ofArabella Street

New extension ofLeake Avenue

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Paving / Drainage PlanA102

1

Dra

inag

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A-102

CADD DWG No:

T.T.C.

DRAWN BY:

SHEET

DESIGNED BY:

PROJECT No:

S.P.C.

DATE:

04/2020

Scale: 1"=10'-0"

New 14'w x 12'h roll-up door unit

New 4"x 14" HSSTsteel tube column

A1052(Ref: Detail )

NOTE: Anchor 4" HSST steel tube column & base to slab - weld W8x15 header to column plate / HSST column - and weld assembly to existing horizontal steel building struts. Weld new door jambs to HSST columns & install new roll-up door & components as per manufacturers recomendations.


New concrete fork lift ramp

Up

Roof overhang

NewDockFacility

420 FIM 20ga flat slat certified 135 mph windload and impactrated rolling steel service doorby ASTA Door Corporation.

New W8x15 steel beam(50ksi steel) 2(Ref: Detail )

A105






Existing roll-up doorto be eliminated


Roof overhang

EXISTING BUILDING

Existing

Bui

ldin

g

New D

ock

Fac

ility

New Dock Facility New Fork Lift Ramp

Scale: 14" =1'-0"

1

A103

Floor Plan

Flo

or

Pla

n

A-103

CADD DWG No:

T.T.C.

DRAWN BY:

SHEET

DESIGNED BY:

PROJECT No:

S.P.C.

DATE:

04/2020

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1

12

Metal wallpanels

4"x 14" HSST steel tube column

Overhang

Galvanized steel guardrail

Treated piling

4-#6 reint. bars (cont.)w/ #3 stirrups @ 3'-0" o.c.

0.006 Polyethylene

3500 psi concrete

#6 reinf. bars @ 9" o.c.each direction

Continuous 4"x1.584"x1.84" HR steel channel

4"x 14" HSST steel tube - rafter

4"x 14" HSSTsteel tube - beam

4"x 14" HSST steel tube - beam

4"x 14" HSST steel tube - rafter

4"x 14" HSSTsteel tube column

3500 psi concrete


Continuous 8" steel purlins

Continuous 8" steel purlins Metal roof panels

Metal roof panels

Backfill with granular material

0.006 Polyethylene


3500 psi concrete

Treated piling

(Weld to steel tube columns)

4-#6 reinf. bars (cont.)w/ #3 stirrups @ 3'-0" o.c.

4-#6 reinf. bars (cont.)w/ #3 stirrups @ 3'-0" o.c.

Treated piling

Alum. gutters& downspouts

New concrete fork lift ramp(In accordance w/ O.S.H.A. 19.10.178(n)(17)

New 4"x 14" HSST steel tube column

Overhang

Galvanized steelguardrails

Existing roll-up doorto be eliminated

Existing Building

(Beyond)

New Dock FacilityNew Fork Lift Ramp

New 14'w x 12'h roll-up door unit

(Beyond)

New metal wall panels

112

Existing Building

Existing Building


New Dock Facility Existing Building


(Beyond)

New Dock FacilityExisting Building


New concrete fork lift ramp

New metalwall panels

New metal roof panels

New metal roof panels

New metalwall panels


(Beyond)





New metalwall panels(Beyond)

Scale: 14" =1'-0"

1

A103

Right Elevation

Ext

erior

Ele

vations

/ C

ross-S

ection

A-104

CADD DWG No:

T.T.C.

DRAWN BY:

SHEET

DESIGNED BY:

PROJECT No:

S.P.C.

DATE:

04/2020

Left ElevationScale: 14" =1'-0"A103

2

Rear ElevationScale: 14" =1'-0"A103

3

Scale: 12" =1'-0"

Cross-Section4

A103

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(85' R.O

.W.)

LEAKE AVENUE

71'-

0"

25'-

0"

120'-3"

CEN

TERLIN

E O

F N

ASH

VIL

LE A

VEN

UE

25' DRIVEWAY SERVITUDE

70'-

0"

26

36 37

39 18'-

0"

COURTYARD

5'-8"

10 S

TAN

DARD

PARKIN

G S

PACES @

8'-

6"

WID

E E

ACH

26'-

0"

25'-

4"

20'-0"

7 COMPACT SPACES AT 7'-6" EACH

86'-6"

120'-3"

5'-

0"

8

9

6

38

COURTYARD

19

18

20

22

23

17

COMP

27

COMP

28

COMP

29

COMP

18'-0" 24'-6" 18'-0" 5'-0"

11

40 41 42 43 44 45 46 47

30

COMP

COMP COMP

31

COMP

3233

34

35

4 STD. SPACES AT 8'-6" EACH

34'-0"

COMP

52'-6"

10

COMP

PLAZA

1'-6"

DUMPSTER

4'-0"

5'-

6"

SLOPE @

1:1

2

RAM

P U

P

RAMP DOWN

SLOPE @ 1:12

PLANTER

PLANTER

6' R

AD.

S. FRONT STREET(40' R.O.W.)

223.8'

2'-0

"

TWO ROWS OF PARKING / DRIVEWAY

60'-6"

5'-0"

RAM

P U

P

SLOPE @

1:1

2

EXISTING CHAIN LINK FENCE LINE

GREEN SPACE

GREEN SPACE


EXIS

TIN

G C

HAIN

LIN

K F

ENCE L

INE

27'-

5"+

/-

CHAIN WALLEXISTING

EXIS

TIN

G 5

' W

ALK

REMOVE EXISTINGCURB

NEW

W

ALK

EXIS

TIN

G W

ALK

NEW

W

ALK

NEW

W

ALK

NEW

W

ALK

PLAZA

18'-

0"

3'-

0"

16'-

6"

SERVITUDE

OVERHANG LINEOVERHANG LINE

ED

GE O

F A

SPH

ALT P

AVIN

G

9'-0"4'-0

"

2'-0

"

ASPLH

ALT PAVIN

GCO

NCRETE

ED

GE O

F C

ON

CRETE P

AVIN

G

30'-0"CTR. LINE STREET TO EDGE

PAVIN

G

OF EXIST. CONC. PAVING4'-0

"

5'-0

"

3'-6

"

EXISTINGCATCH BASIN/INLET

DRIVEWAY

5

4

2

1

RAMP UP

SLOPE @ 1:12

3

13

14

15

16

21

12

24

25

22'-

6"

24'-

0"

LANDING

WALK

CONCRETE

4' WIDE

CONC. WALK

C.T.S.

PANEL

"CONDO"

MET

ER

"CONDO"

KVA1OO

GEN.

4" THICKCONCRETE

PAD

MET

ER

C.T.S.

TRAN.

SW.

PANEL

"MDP"

LANDING

ADA STEEL HANDRAIL

LANDINGDISC. 1/2

DISC. 3/4

DISC. 5/6

DISC. 7/8

DISC. 9/1

0

DISC. 11

LANDING

12"

12"

IRON HANDRAIL AS PER ALL APPLICABLE ADA REQUIREMENTS

12" EXTENSION BOTH SIDES OF RAMP

IRON RAILING W/ MIN.

EXISTING BUILDING

Ara

bell a

Str

eet

Joseph

Str

eet

(Sid

e)

New Orleans, Louisiana5620 Tchoupitoulas Street

FACILITYDOCKNEW

North

(110' R.O.W.)

Leake Avenue

Nas

h vil le A

v enu

e

Tchoupitoulas Street (Side)

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Incoming Truck MovementA106

1

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A-106

CADD DWG No:

T.T.C.

DRAWN BY:

SHEET

DESIGNED BY:

PROJECT No:

S.P.C.

DATE:

04/2020Scale: 116" = 1'-0"


NASHVIL

LE A

VENUE

APPLICABLE ADA REQUIREMENTS

ED

GE O

F C

ON

CRETE P

AVIN

G

10 S

TAN

DARD

PARKIN

G S

PACES @

8'-

6"

WID

E E

ACH

34'-0"

4 STD. SPACES AT 8'-6" EACH

28

(85' R.O

.W.)

DRIVEWAY

24'-

0"

25

24

21

3'-

0"

18'-

0"

27'-

5"+

/-

EXIS

TIN

G C

HAIN

LIN

K F

ENCE L

INE


24'-6"18'-0"

27

23

22

20

19

20'-0"

26

LEAKE AVENUE

22'-

6"

IRON RAILING W/ MIN.

SIDES OF RAMP12" EXTENSION BOTH

12"

WALK

12

OVERHANG LINE

16'-

6"

GREEN SPACE

GREEN SPACE

223.8'

(40' R.O.W.)S. FRONT STREET

PLANTER

4'-0"

COMP

10

52'-6"

COMP

35

34

33

32

COMP

31

COMPCOMP

COMP

30

4746454443424140

11

5'-0"18'-0"

COMP

29

COMP

COMP

COMP

38

9

8

86'-6"

7 COMPACT SPACES AT 7'-6" EACH

BRICK FACE VENEER

SOUND BARRIER WITH ANTIQUE10' HIGH REINFORCED CMU

18'-

0"

39

3736

IRON HANDRAIL AS PER ALL

120'-3"

16

15

14

13

ASPLH

ALT PAVIN

G

ED

GE O

F A

SPH

ALT P

AVIN

G

NEW

W

ALK

EXIS

TIN

G 5

' W

ALK

2'-0

"

6' R

AD.

17

18

70'-

0"

CEN

TERLIN

E O

F N

ASH

VIL

LE A

VEN

UE

TCHOUPITOULAS STREET SIDE

12"

DISC. 11

DISC. 9/1

0

DISC. 7/8

DISC. 5/6

DISC. 3/4

DISC. 1/2

LANDING

ADA STEEL HANDRAIL

LANDING

"MDP"

PANEL

SW.

TRAN.

C.T.S.M

ETER

PADCONCRETE4" THICK

GEN.

1OOKVA

3

SLOPE @ 1:12

RAMP UP

1

2

4

5

SERVITUDE

SLOPE @

1:1

2

RAM

P U

P

5'-0"

PLANTER

SLOPE @ 1:12

RAMP DOWN

RAM

P U

P

SLOPE @

1:1

2

5'-

6"

PLAZA

COURTYARD

6

5'-

0"

26'-

0"

25' DRIVEWAY SERVITUDE

120'-3"

NEW

W

ALK

LANDING

CONC. WALK

4' WIDE

CONCRETE

OVERHANG LINE

PLAZA

STERDUMP

COURTYARD

Leake Avenue

(110' R.O.W.)

North

4'-0

"

"CONDO"

MET

ER

"CONDO"

PANEL

C.T.S.

LANDING

2'-0

"

9'-0"

NEW

W

ALK

NEW

W

ALK

EXIS

TIN

G W

ALK

25'-

4"

5'-8"

25'-

0"

71'-

0"

New Orleans, Louisiana5620 Tchoupitoulas Street

EXISTING BUILDING

DOCKFACILITY

NEW

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A107

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A-107

CADD DWG No:

T.T.C.

DRAWN BY:

SHEET

DESIGNED BY:

PROJECT No:

S.P.C.

DATE:

04/2020Scale: 116" = 1'-0"

Outgoing Truck Movement

new arabella street dock facility

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