Drawings - Project No 629-18-107 Construct Surface Level Parking.pdf

PDF 28 MB Posted Sep 24, 2021

Attached to: Z1LZ--Project No. 629-18-107 Construct Surface Level Parking Lot New Orleans, LA
Solicitation number: 36C25621R0172
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 16

About this file

Written by GovTribe AI · Dec 28, 2023

This solicitation is for construction services for Project No. 629-18-107 to construct a surface level parking lot. The Southeast Louisiana Veterans Health Care System will issue a request for proposal set aside for service-disabled veteran-owned small businesses seeking a contractor to provide all labor, materials, equipment and supervision to perform the work described in the project drawings, scope of work and specifications. The location of the work will be at the Gulf Coast Veterans Health Care System in Biloxi, Mississippi. The anticipated contract value is between $1,000,000 to $2,000,000 and the North American Industry Classification System code applicable is 236220. Interested vendors must register in the System for Award Management and Vendor Information Pages databases and have a Center for Veterans Enterprise verification. The prime contractor must perform a minimum of 15% of on-site work with its own employees or those of other eligible SDVOSBs. The Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 16 will issue the solicitation and award the contract.

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Other files

File	Type	Posted
36C25621R0172 0004.docx	DOCX document	Oct 29, 2021
36C25621R0172 0003.docx	DOCX document	Oct 26, 2021
36C25621R0172 0002.docx	DOCX document	Oct 25, 2021
09 91 00 - Painting.pdf	PDF	Oct 25, 2021
03072-3EP101-H - Panels L3411 and R32111A.pdf	PDF	Oct 25, 2021
Register containing all RFI Inquiries _ Responses.pdf	PDF	Oct 25, 2021
32 39 13 - Manufactured Metal Bollards.pdf	PDF	Oct 25, 2021
00 31 00.01 - Soils Report with Maps and Boring Logs.pdf	PDF	Oct 25, 2021
Site Visit Sign-In Sheet - Proj 629-18-107.pdf	PDF	Oct 12, 2021
36C25621R0172 0001.docx	DOCX document	Oct 12, 2021
FAR 52.223-99 COVID-19 Safety Protolcols for Federal Contractors.pdf	PDF	Oct 12, 2021
Site Map for Site Visit.pdf	PDF	Sep 24, 2021
DB Wage Determination - General Decision No LA20210041 06-18-2021.pdf	PDF	Sep 24, 2021
Exhibit B - Past _ Present Past Performance Questionaire.docx	DOCX document	Sep 24, 2021
Exhibit E - Surety Form.docx	DOCX document	Sep 24, 2021
Exhibit D - Contractor Evaluation Form Construction Safety.docx	DOCX document	Sep 24, 2021
Exhibit A - Performance Relevancy Survey.docx	DOCX document	Sep 24, 2021
ICRA - Project No 629-18-107 Construct Surface Level Parking Lot.xlsx	XLSX spreadsheet	Sep 24, 2021
Exhibit C - Subcontractor Information _ Consent Form.docx	DOCX document	Sep 24, 2021
36C25621R0172.docx	DOCX document	Sep 24, 2021
Exhibit F - Request for Information Form.docx	DOCX document	Sep 24, 2021
Specifications - Project No 629-18-107 Construct Surface Level Parking.pdf	PDF	Sep 24, 2021

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

5190 Canal Boulevard, Suite 201 New Orleans, LA 70124 (504)835-8013

LACHIN

Architects, apc

Architecture . Planning . Project Management

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Michael G. LachinRevisions: Date:

STRUCTURAL / CIVIL ENGINEER

H2B, INC.

1225 N. LOOP WEST, SUITE 800

HOUSTON, TX 77008

(713) 864-2900

COVER SHEET Construct Surface Level Parking Lot

2400 Canal Street, New Orleans, LA 70119

629-18-107

Gerald Faulkner

Project Location

PROJECT NO. 629-18-107

1. ALL NOTES ON ALL DRAWINGS PERTAIN TO THE CONTRACTOR.

2. NO SMOKING IN AREAS OTHER THAN OFFICIALLY MARKED AS SMOKING

AREA WILL BE PERMITTED ON VA PREMISES.

3. THE CONTRACTOR SHALL BE PREPARED TO STOP ANY WORK AND CLEAR

UP THE WORK AREA IF SO ASKED IN MEDICAL SITUATIONS REQUIRING

SUCH ACTION.

4. ALL TOOLS AND MATERIAL USED IN THE PROJECT SHALL BE PROPERLY

SECURED AT ALL TIMES BY THE CONTRACTOR TO REDUCE POSSIBILITY

OF ANY OF THESE TOOLS BEING A HAZARD TO PATIENTS, VISITORS OR

STAFF.

5. ALL VA PROPERTY THAT IS NOT PERMANENTLY REMOVED FROM VA

PREMISES UNDER THIS PROJECT WHICH IS DAMAGED BY CONSTRUCTION

OF THIS PROJECT SHALL BE REPLACED OR REPAIRED TO MATCH OR

EXCEED THE QUALITY THAT EXISTED BEFORE THE DAMAGE.

6. THE CONTRACTOR AT HIS EXPENSE WILL BE RESPONSIBLE FOR TRAINING

EACH MEMBER OF HIS WORK FORCE ON VA POLICIES FOR ON-SITE WORK

BEFORE ANY MEMBER WILL BE ALLOWED TO PERFORM WORK ON VA

PREMISES. BACKGROUND CHECKS WILL BE REQUIRED ON ALL

EMPLOYEES AND ALL EMPLOYEES MUST BE BADGED IN ACCORDANCE

WITH VA POLICE DEPARTMENT AND THE VA.

7. ABSOLUTELY NO VA TOOLS, MATERIALS OR EQUIPMENT WILL BE LOANED

OR GIVEN BY THE VA TO ANY MEMBER OF THE CONTRACTOR'S WORK

FORCE AT ANY TIME.

8. ANY SMOKE DETECTORS HAVING ANY POTENTIAL FOR EXPOSURE TO

CONSTRUCTION SMOKE, DUST AND DEBRIS SHALL BE SUITABLY

ATTENDED TO, IN ORDER TO PREVENT ACCIDENTAL ALARM. ALL SUCH

ACTION MUST BE FIRST COORDINATED AND CLEARED WITH THE COR AND

THE VA SAFETY OFFICER. ALL FIRE ALARM DEVICES SHALL BE ACTIVE

WHEN CONTRACTOR'S FORCES ARE VACANT FROM ANY AREA AT ANY

TIME.

9. CONTRACTOR SHALL COORDINATE WITH THE COR AND CONTRACTING

OFFICER.

10. GENERAL HOURS OF WORK SHALL BE RESTRICTED FROM 0730 TO 1600

MONDAY THRU FRIDAY EXCEPT FEDERAL HOLIDAYS. CONTRACTOR MAY

SUBMIT REQUEST FOR OFF-HOUR WORK MINIMUM 72 HOURS IN ADVANCE.

APPROVAL IS AT SOLE DISCRETION OF THE VA. SOME NIGHT/WEEKEND

WORK IS REQUIRED COORDINATE WITH PHASING PLAN.

GENERAL NOTES APPLICABLE TO ALL

DRAWINGS FOR THIS PROJECT

INDEX OF DRAWINGS

DEPARTMENT OF VETERANS AFFAIRS

SOUTHEAST LOUISIANA VETERANS

HEALTH CARE SYSTEM

CONSTRUCT SURFACE LEVEL

PARKING LOT AT REPLACEMENT

MEDICAL CENTER

LEA

HCI

M NI

HCAL

3N o. 470

ETA

O F

ANAISIL O U

R EG I S T E R E D A

TCETIHCR

ELECTRICAL

C001 DEMOLITION LAYOUT

C002 CONSTRUCTION PHASING PLAN

C100 SITE LAYOUT

C101 GRADING LAYOUT

C102 DRAINAGE & SWQ LAYOUT

C103 UTILITY LAYOUT

C104 STORM WATER POLLUTION PREVENTION PLAN

CZ001 DETAILS

CZ002 DETAILS

CZ003 DETAILS

CZ004 DETAILS

CZ005 DETAILS

CZ006 DETAILS

ARCHITECTURAL

LANDSCAPING

CIVIL

L001 PLANTING PLAN, BASE BID

L002 PLANTING PLAN, ADD ALTERNATE

L003 IRRIGATION PLAN, ADD ALTERNATE

L004 LANDSCAPE DETAILS

L005 LANDSCAPE DETAILS

A001 SITE PLAN

E001 SITE PLAN - ELECTRICAL

PF BB

G001

VICINITY

G001 COVER

SURVEY

July 1, 2021

Final Document Submission

:2 7:

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U R

REMOVE 281 LF CURB

REMOVE 68 LF CURB

REMOVE

158 LF

CURB

RELOCATE FH AND

REMOVE 6 LF LEAD

PLUG & CAP AT MAIN

PLUG 6" PVC AT INLET

& ABANDON IN PLACE

REMOVE 46 LF

FIRE LINE

(SEE NOTE 10)

RELOCATE FDC

PLUG 8" PVC AT INLET

& ABANDON IN PLACE

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77 LF

BARRIER

RE: 1/C001

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F C

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P P

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RELOCATE

OUTFALL

STRUCTURE

RELOCATE BOULDER

(TYP)(11 TOTAL)

P R R R R

R R R

P A

R R

P P P P P

CONSTRUCTION

FENCE (±53 LF)

CONSTRUCTION

FENCE (±183 LF)

CONSTRUCTION

FENCE (±174 LF)

CONSTRUCTION

FENCE (±44 LF)

CONSTRUCTION

& SAFETY SIGN

(SEE NOTE 8)

CONSTRUCTION

& SAFETY SIGN

(SEE NOTE 8)

CONSTRUCTION

& SAFETY SIGN

(SEE NOTE 8)

S R

A CONCRETE

SPLASH BLOCK

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

5190 Canal Boulevard, Suite 201 New Orleans, LA 70124 (504)835-8013

LACHIN

Architects, apc

Architecture . Planning . Project Management

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Michael G. LachinRevisions: Date:

Construct Surface Level Parking Lot

2400 Canal Street, New Orleans, LA 70119

629-18-107

Gerald Faulkner

July 1, 2021

TH DH

STRUCTURAL / CIVIL ENGINEER

H2B, INC.

1225 N. LOOP WEST, SUITE 800

HOUSTON, TX 77008

(713) 864-2900

Final Document Submission

7-1-21

BENCHMARK: .

NOTES: .

LEGEND: .

ELEVATIONS HERON ARE SHOWN IN NAVD 88. TO CONVERT

TO CAIRO DATUM ADD 20.43. ELEVATIONS HEREON ARE

ESTABLISHED BY THE LOUISIANA STATE COORDINATE

SYSTEM, LOUISIANA SOUTH ZONE USING LSU C4G SOLUTION

01/23/2019 NAVD 88 GEOID 12A.

1. UTILITIES PRESENTED ON THESE DRAWINGS ARE SHOWN

BASED ON THE BEST AVAILABLE INFORMATION. CONTRACTOR

SHALL VERIFY THE EXACT LOCATIONS IN THE FIELD PRIOR TO

COMMENCING CONSTRUCTION. CONTRACTOR SHALL NOTIFY

LOCAL UTILITY LOCATING SERVICES AT LEAST 48 HOURS

BEFORE PROCEEDING WITH ANY EXCAVATION TO LOCATE

PUBLIC UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR

LOCATING PRIVATE UTILITIES PRIOR TO ANY EXCAVATION.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES

TO EXISTING WATER, WASTEWATER, STORMWATER

LINES, AND TRAFFIC CONTROL DEVICES. DAMAGES

SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

3. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL

TIMES DURING CONSTRUCTION AND ANY DRAINAGE

DITCH OR STRUCTURE DISTURBED DURING

CONSTRUCTION SHALL BE RESTORED TO EXISTING

CONDITIONS OR BETTER.

4. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS

TO PROTECT ROOT SYSTEMS OF SHRUBS, PLANTS, AND

TREES ALONG THE AREA OF EXCAVATION.

5. CONTRACTOR SHALL COMPLY WITH THE LATEST EDITION

OF OSHA REGULATIONS AND THE STATE OF LOUISIANA

LAWS CONCERNING EXCAVATION.

6. LIMITS OF DEMOLITION REQUIRED ARE SHOWN IN

SCHEMATIC REPRESENTATION ONLY. LIMITS OF

DEMOLITION TO BE VERIFIED IN FIELD BY CONTRACTOR.

7. ALL DEMOLISHED MATERIAL TO BE DISPOSED OF

OFF-SITE BY CONTRACTOR.

8. CONTRACTOR TO PROVIDE CONSTRUCTION AND SAFETY

SIGN PER VA REQUIREMENTS AT LOCATIONS AROUND

THE SITE.

9. REFER TO SHEET C002 FOR PROPOSED CONSTRUCTION

PHASING.

10. REMOVAL AND CONSTRUCTION OF FDC SHOULD BE

COMPLETED WITH LIMITED INTERRUPTION TO SERVICE.

11. CONTRACTOR TO COORDINATE WITH VA FOR LOCATION

OF MATERIAL STOCKPILING AND STAGING AREA.

12. CONTRACTOR TO ESTABLISH NEW TEMPORARY

BENCHMARK TO REPLACE TBM #1 WHEN DISTURBED BY

CONSTRUCTION ACTIVITIES.

20' 40'

SCALE: 1" = 20'

KEYED NOTES: .

LIMITS OF PAVEMENT REMOVAL

P PROTECT EXISTING FEATURE

R REMOVE EXISTING FEATURE

DEMOLITION LAYOUT

A ADJUST EXISTING FEATURE

EXISTING UTILITY TO BE REMOVED

EXISTING UTILITY TO BE ABANDONED

J REMOVE PAVEMENT TO NEAREST JOINT

C001

S SAWCUT FUL DEPTH

1'-1"

2' -6

-0

4'-3"

1' -0

O M

N E

1 SECTION AT EXISTING CONCRETE BARRIER

N.T.S.

EXIST STORM SEWER LINE

EXIST STORM SEWER MH

EXIST STORM SEWER INLET

EXIST WATERLINE

EXIST FIRE HYDRANT / FIRE DEPT CONNECTION

EXISTING FEATURES:

EXIST IRRIGATION CONTROL VALVE

EXIST SANITARY SEWER LINES

EXIST SANITARY SEWER MH / C/O

EXIST WATER VALVE

EXIST ELECTRIC BOX

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TC= 0.34' NE= -12.36' NW= -12.56'

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TC= 0.83' NE= -5.97' NW= -5.87' SE= -5.87'

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TC= -0.40' NE= -8.90' SE= -9.10' SW= -8.80'

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BOLTED CLOSED UNABLE TO OPEN

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TC= -2.92' NE= -21.62' S= -12.17'

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TC= -3.24' SE= -6.79' NW= -6.94'

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FULL OF WATER

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TC= -2.73' SE= -9.98' NW= -11.28'

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TC= -3.35' SE= -12.45''

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CAR PARKED ON TOP

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TC= -0.76' NE= -9.16' SE= -9.26'

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TC= -0.15' NE= -4.75' SE= -4.85' SW= -4.85'

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SEWER LIFT

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TC= -2.15' NW= -6.45' SW= -6.50' SE= -6.45'

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TC= -0.87' NW= -8.97' E= -7.67' SE= -7.77' SW= -7.67'

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1.00' DOOR ELEVATION

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0.90' DOOR ELEVATION

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PARKING GARAGE

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TC= 0.10' SE= CLOSED NW= CLOSED NW= -12.40'

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TC= -3.67' SW= -7.00'

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TC= -3.88' SE= -8.58' NE= -8.88' SW= -8.88'

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TC= -2.21' BOTTOM= -9.41'

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TC= -1.53' SW= -6.53' SE= -6.43'

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SEWER TREATMENT FACILITY

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TC= -0.50' NE= -5.70' SE= -5.60'

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RAMP

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10" CHAIN WALL

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TC=-5.22'

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ACCESS COVER FOR GUARD POSTS

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12" CONCRETE BARRIER

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TBM #1

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SQUARE 555

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8:1 8:1

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

5190 Canal Boulevard, Suite 201 New Orleans, LA 70124 (504)835-8013

LACHIN

Architects, apc

Architecture . Planning . Project Management

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Michael G. LachinRevisions: Date:

Construct Surface Level Parking Lot

2400 Canal Street, New Orleans, LA 70119

629-18-107

Gerald Faulkner

July 1, 2021

TH DH

STRUCTURAL / CIVIL ENGINEER

H2B, INC.

1225 N. LOOP WEST, SUITE 800

HOUSTON, TX 77008

(713) 864-2900

Final Document Submission

7-1-21

BENCHMARK: .

LEGEND: .

ELEVATIONS HERON ARE SHOWN IN NAVD 88. TO CONVERT

TO CAIRO DATUM ADD 20.43. ELEVATIONS HEREON ARE

ESTABLISHED BY THE LOUISIANA STATE COORDINATE

SYSTEM, LOUISIANA SOUTH ZONE USING LSU C4G SOLUTION

01/23/2019 NAVD 88 GEOID 12A.

20' 40'

SCALE: 1" = 20'

PHASE I

CONSTRUCTION PHASING PLAN

TEMPORARY GRAVEL TURN-AROUND

(SEE NOTE 1)

C002

PHASE II

EXISTING FEATURES:

NOTES: .

1. CONTRACTOR TO PROVIDE TEMPORARY GRAVEL

TURN-AROUND AND PHASE CONSTRUCTION TO

MAINTAIN TRUCK ACCESS TO EXISTING DELIVERY

LOADING DOCK AT ALL TIMES.

EXIST STORM SEWER LINE

EXIST STORM SEWER MH

EXIST STORM SEWER INLET

EXIST WATERLINE

EXIST FIRE HYDRANT / FIRE DEPT CONNECTION

EXIST IRRIGATION CONTROL VALVE

EXIST SANITARY SEWER LINES

EXIST SANITARY SEWER MH / C/O

EXIST WATER VALVE

EXIST ELECTRIC BOX

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BOLTED CLOSED UNABLE TO OPEN

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TC= -2.92' NE= -21.62' S= -12.17'

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TC= -3.24' SE= -6.79' NW= -6.94'

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FULL OF WATER

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TC= -3.65' NW= -7.50'

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TC= -3.77' NE= -8.82' NW= -8.27' SW= -9.07'

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24" OVAL

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TC= -2.73' SE= -9.98' NW= -11.28'

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TC= -3.35' SE= -12.45''

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CAR PARKED ON TOP

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TC= -3.62' NW= -6.27'

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TC= -2.72' N= -6.42' SE= -6.72'

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TC= -2.00' NE= -6.80' SW= -6.80' NW= -6.90'

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TC= -3.77' NE= -6.62' SW= -6.69

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TC= -2.52' NW= -5.38 SW= -5.33' SE= -5.33'

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TC= -1.29' NE= -9.29' SW= -10.84' SE= -9.94' SE= -6.74

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TC= -1.93' NE= -11.03' SW= -9.73' SE= -11.28'

AutoCAD SHX Text 10"

AutoCAD SHX Text 8"

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TC= -0.74' NE= -8.04' NW= -9.24' SE= -9.09'

AutoCAD SHX Text

TC= -0.76' NE= -9.16' SE= -9.26'

AutoCAD SHX Text 10"

AutoCAD SHX Text

TC= -0.40' NE= -4.90' SE= -4.80'

AutoCAD SHX Text

TC= -0.46' NE= -5.26' SE= -5.21' SW= -5.26'

AutoCAD SHX Text

TC= -0.15' NE= -4.75' SE= -4.85' SW= -4.85'

AutoCAD SHX Text

SEWER LIFT

AutoCAD SHX Text

SEWER LIFT

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GREASE TRAP

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GREASE TRAP

AutoCAD SHX Text C

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5" OAK TREE

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5" OAK TREE

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5" OAK TREE

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5" OAK TREE

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5" OAK TREE

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6" CYPRESS TREE

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6" CYPRESS TREE

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6" CYPRESS TREE

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6" CYPRESS TREE

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6" CYPRESS TREE

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6" CYPRESS TREE

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6" CYPRESS TREE

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TREE

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TC= -2.15' NW= -6.45' SW= -6.50' SE= -6.45'

AutoCAD SHX Text 24"

AutoCAD SHX Text 8"

AutoCAD SHX Text 6"

AutoCAD SHX Text 15"

AutoCAD SHX Text 8"

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TC= -0.87' NW= -8.97' E= -7.67' SE= -7.77' SW= -7.67'

AutoCAD SHX Text

1.00' DOOR ELEVATION

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0.90' DOOR ELEVATION

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PARKING GARAGE

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TC= 0.10' SE= CLOSED NW= CLOSED NW= -12.40'

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TC= -3.67' SW= -7.00'

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TC= -3.88' SE= -8.58' NE= -8.88' SW= -8.88'

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TC= -2.21' BOTTOM= -9.41'

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TC= -2.78' NE= -5.06'

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TC= -1.53' SW= -6.53' SE= -6.43'

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SEWER TREATMENT FACILITY

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TC= -0.93' SE= -8.63' NE= -8.78'

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TC= -0.50' NE= -5.70' SE= -5.60'

AutoCAD SHX Text

RAMP

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10" CHAIN WALL

AutoCAD SHX Text

TC=-5.22'

AutoCAD SHX Text

ACCESS COVER FOR GUARD POSTS

AutoCAD SHX Text 24"

AutoCAD SHX Text

TBM #1

AutoCAD SHX Text

TBM #2

AutoCAD SHX Text 297.10.4

AutoCAD SHX Text

SQUARE 555

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SQUARE 554

AutoCAD SHX Text 105.10.3

AutoCAD SHX Text 27.1.0

AutoCAD SHX Text 105.10.3

AutoCAD SHX Text

(NOT A PART)

AutoCAD SHX Text

(NOT A PART)

AutoCAD SHX Text

(NOT A PART)

AutoCAD SHX Text 81.3.0

AutoCAD SHX Text 90°02'20"

AutoCAD SHX Text

SQUARE 579

AutoCAD SHX Text

CLEVELAND STREET

AutoCAD SHX Text

(REVOKED)

AutoCAD SHX Text

CLEVELAND STREET

AutoCAD SHX Text

(REVOKED)

AutoCAD SHX Text

PALMYRA STREET

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SQUARE 580

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SQUARE 578

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SQUARE 553

AutoCAD SHX Text

PALMYRA STREET

AutoCAD SHX Text 10"

AutoCAD SHX Text 6"

AutoCAD SHX Text D

AutoCAD SHX Text

ICV

44.69'

17 5

154.00'

6.17'

116.00'

23.35'

9' 9.

.0 0'

.6 4'

.9 8'

18.00'

6.00' 10'

8:1 8:1

35.00'

12.00'

R8'

R25'

R2'

R2' R 6'

R1.50'

R8'

R2' R2'R2'

9.00'

9.00' 23.00'

7.17'

154.00'

10'

10'10'

10'

6.00'

9' 7.

16.27'

7.90'

30°

6 6

8 88

10 10

3 4

17 17

19 17

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

5190 Canal Boulevard, Suite 201 New Orleans, LA 70124 (504)835-8013

LACHIN

Architects, apc

Architecture . Planning . Project Management

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Michael G. LachinRevisions: Date:

Construct Surface Level Parking Lot

2400 Canal Street, New Orleans, LA 70119

629-18-107

Gerald Faulkner

July 1, 2021

TH DH

STRUCTURAL / CIVIL ENGINEER

H2B, INC.

1225 N. LOOP WEST, SUITE 800

HOUSTON, TX 77008

(713) 864-2900

Final Document Submission

7-1-21

BENCHMARK: .

NOTES: .

LEGEND: .

ELEVATIONS HERON ARE SHOWN IN NAVD 88. TO CONVERT

TO CAIRO DATUM ADD 20.43. ELEVATIONS HEREON ARE

ESTABLISHED BY THE LOUISIANA STATE COORDINATE

SYSTEM, LOUISIANA SOUTH ZONE USING LSU C4G SOLUTION

01/23/2019 NAVD 88 GEOID 12A.

1. UTILITIES PRESENTED ON THESE DRAWINGS ARE SHOWN

BASED ON THE BEST AVAILABLE INFORMATION. CONTRACTOR

SHALL VERIFY THE EXACT LOCATIONS IN THE FIELD PRIOR TO

COMMENCING CONSTRUCTION. CONTRACTOR SHALL NOTIFY

LOCAL UTILITY LOCATING SERVICES AT LEAST 48 HOURS

BEFORE PROCEEDING WITH ANY EXCAVATION TO LOCATE

PUBLIC UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR

LOCATING PRIVATE UTILITIES PRIOR TO ANY EXCAVATION.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES

TO EXISTING WATER, WASTEWATER, STORMWATER

LINES, AND TRAFFIC CONTROL DEVICES. DAMAGES

SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

3. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL

TIMES DURING CONSTRUCTION AND ANY DRAINAGE

DITCH OR STRUCTURE DISTURBED DURING

CONSTRUCTION SHALL BE RESTORED TO EXISTING

CONDITIONS OR BETTER.

4. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS

TO PROTECT ROOT SYSTEMS OF SHRUBS, PLANTS, AND

TREES ALONG THE AREA OF EXCAVATION.

5. CONTRACTOR SHALL COMPLY WITH THE LATEST EDITION

OF OSHA REGULATIONS AND THE STATE OF LOUISIANA

LAWS CONCERNING EXCAVATION.

6. TYPICAL PARKING STALL SHALL BE 18-FEET LONG AND

9-FEET WIDE, UNLESS OTHERWISE NOTED.

7. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB,

UNLESS OTHERWISE NOTED.

8. ALL CONCRETE PAVEMENT IN DRIVE LANES SHALL BE 8"

THICK. ALL CONCRETE IN PASSENGER VEHICLE PARKING

STALLS SHALL BE 6" THICK, AND CONCRETE IN BUS

PARKING STALLS SHALL BE 8" THICK. CONCRETE

PAVEMENT SHALL BE TYPE-B, PLACED ON 12"

COMPACTED GRANULAR STRUCTURAL FILL, PLACED IN 8"

LOOSE LIFTS. SUBGRADE SHALL BE COMPACTED IN

ACCORDANCE WITH PROJECT GEOTECHNICAL REPORT,

SECTION 5.2.

9. SOD DISTURBED AREAS.

10. REMOVE AND REPLACE SIDEWALK AT NEAREST JOINTS

AS REQUIRED TO CONSTRUCT NEW REMOVABLE

BOLLARDS.

20' 40'

SCALE: 1" = 20'

KEYED NOTES: .

EXISTING CONCRETE PAVEMENT (TO REMAIN)

NEW CONCRETE PAVEMENT (SEE NOTE 8) (RE: CZ003)

NEW 6" CONCRETE CURB (RE: CZ002)

NEW ADA RAMP (RE: 3 / CZ001)

NEW SALVAGED BOULDER LOCATION (TYP)

(RE: CZ006)

RELOCATE EXISTING WATER FEATURE

XX PARKING STALL COUNT

RELOCATE EXISTING DRAINAGE END TREATMENT

ADJUST EXISTING STORMWATER FEATURE TO GRADE

NEW STORM SEWER (RE: 2 / CZ001)9

ADJUST EXISTING WASTEWATER FEATURE TO GRADE10

SITE LAYOUT

C100

NEW CONCRETE SIDEWALK (RE: 7 / CZ001)11

NEW CONCRETE SIDEWALK

50' STANDOFF LINE

ADJUST EXISTING ELECTRICAL FEATURE TO GRADE12

REMOVE EXISTING TREE (6 TOTAL)13

REGRADE EXISTING DETENTION14

APPROXIMATE LIMITS OF

DETENTION RE-GRADING

CONVERT EXISTING GRATE TO SOLID LID15

NEW CONCRETE BARRIER (RE: 3 / CZ006)16

NEW ILLUMINATION FIXTURE AND FOUNDATION

(RE: 1 / CZ001)17

NEW REMOVABLE BOLLARD (SEE NOTE 10)

(RE: 8 / CZ001)18

TEMPORARY 35'x30' GRAVEL TURN-AROUND19

NEW 6-FOOT WIDE STRIPED CROSSWALK (24"

SOLID WHITE BARS AT 48" C-C SPACINGS)20

NEW WHEELSTOP21

PAVEMENT THICKNESS PLAN

SCALE: 1" = 40'

NEW 8" CONCRETE PAVEMENT

(HEAVY DUTY)(TYPE-B)

NEW 6" CONCRETE PAVEMENT

(LIGHT DUTY)(TYPE-B)

EXISTING CONCRETE PAVEMENT

EXIST STORM SEWER LINE

EXIST STORM SEWER MH

EXIST STORM SEWER INLET

EXIST WATERLINE

EXIST FIRE HYDRANT / FIRE DEPT CONNECTION

EXISTING FEATURES:

EXIST IRRIGATION CONTROL VALVE

EXIST SANITARY SEWER LINES

EXIST SANITARY SEWER MH / C/O

EXIST WATER VALVE

EXIST ELECTRIC BOX

AutoCAD SHX Text S

AutoCAD SHX Text E

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ICV

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ICV

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ICV

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ICV

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ICV

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ICV

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ICV

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text S

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text

TC= 0.34' NE= -12.36' NW= -12.56'

AutoCAD SHX Text

TC= 0.83' NE= -5.97' NW= -5.87' SE= -5.87'

AutoCAD SHX Text 5"

AutoCAD SHX Text 6"

AutoCAD SHX Text 15"

AutoCAD SHX Text 6"

AutoCAD SHX Text 8"

AutoCAD SHX Text

TC= -0.40' NE= -8.90' SE= -9.10' SW= -8.80'

AutoCAD SHX Text

BOLTED CLOSED UNABLE TO OPEN

AutoCAD SHX Text

TC= -2.92' NE= -21.62' S= -12.17'

AutoCAD SHX Text 12"

AutoCAD SHX Text

TC= -3.24' SE= -6.79' NW= -6.94'

AutoCAD SHX Text

TC= -3.79' BOTTOM= -12.59'

AutoCAD SHX Text

TC= -3.41' SW= -13.71' N= -13.41'

AutoCAD SHX Text

TC= -3.34 SW= -13.74' NW= -13.74'

AutoCAD SHX Text

TC= -3.44' SE= -14.15' NW= -14.10'

AutoCAD SHX Text 8"

AutoCAD SHX Text

FULL OF WATER

AutoCAD SHX Text

TC= -3.65' NW= -7.50'

AutoCAD SHX Text 12"

AutoCAD SHX Text G

AutoCAD SHX Text

TC= -3.77' NE= -8.82' NW= -8.27' SW= -9.07'

AutoCAD SHX Text 12"

AutoCAD SHX Text 30"

AutoCAD SHX Text

24" OVAL

AutoCAD SHX Text 30"

AutoCAD SHX Text

FULL OF WATER -15.65' BOTTOM

AutoCAD SHX Text 8"

AutoCAD SHX Text

TC= -2.73' SE= -9.98' NW= -11.28'

AutoCAD SHX Text

TC= -3.35' SE= -12.45''

AutoCAD SHX Text

CAR PARKED ON TOP

AutoCAD SHX Text

TC= -3.62' NW= -6.27'

AutoCAD SHX Text 10"

AutoCAD SHX Text

TC= -2.72' N= -6.42' SE= -6.72'

AutoCAD SHX Text 10"

AutoCAD SHX Text 12"

AutoCAD SHX Text

TC= -2.00' NE= -6.80' SW= -6.80' NW= -6.90'

AutoCAD SHX Text 18"

AutoCAD SHX Text 12"

AutoCAD SHX Text 10"

AutoCAD SHX Text 8"

AutoCAD SHX Text

TC= -3.77' NE= -6.62' SW= -6.69

AutoCAD SHX Text 12"

AutoCAD SHX Text

TC= -2.52' NW= -5.38 SW= -5.33' SE= -5.33'

AutoCAD SHX Text 18"

AutoCAD SHX Text 8"

AutoCAD SHX Text 15"

AutoCAD SHX Text

TC= -1.29' NE= -9.29' SW= -10.84' SE= -9.94' SE= -6.74

AutoCAD SHX Text 15"

AutoCAD SHX Text

TC= -1.93' NE= -11.03' SW= -9.73' SE= -11.28'

AutoCAD SHX Text 10"

AutoCAD SHX Text 8"

AutoCAD SHX Text 6"

AutoCAD SHX Text

TC= -0.74' NE= -8.04' NW= -9.24' SE= -9.09'

AutoCAD SHX Text

TC= -0.76' NE= -9.16' SE= -9.26'

AutoCAD SHX Text 10"

AutoCAD SHX Text

TC= -0.40' NE= -4.90' SE= -4.80'

AutoCAD SHX Text

TC= -0.46' NE= -5.26' SE= -5.21' SW= -5.26'

AutoCAD SHX Text

TC= -0.15' NE= -4.75' SE= -4.85' SW= -4.85'

AutoCAD SHX Text

SEWER LIFT

AutoCAD SHX Text

SEWER LIFT

AutoCAD SHX Text

GREASE TRAP

AutoCAD SHX Text

GREASE TRAP

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text S

AutoCAD SHX Text

5" OAK TREE

AutoCAD SHX Text

5" OAK TREE

AutoCAD SHX Text

5" OAK TREE

AutoCAD SHX Text

5" OAK TREE

AutoCAD SHX Text

5" OAK TREE

AutoCAD SHX Text

6" CYPRESS TREE

AutoCAD SHX Text

6" CYPRESS TREE

AutoCAD SHX Text

6" CYPRESS TREE

AutoCAD SHX Text

6" CYPRESS TREE

AutoCAD SHX Text

6" CYPRESS TREE

AutoCAD SHX Text

6" CYPRESS TREE

AutoCAD SHX Text

6" CYPRESS TREE

AutoCAD SHX Text

TREE

AutoCAD SHX Text

TC= -2.15' NW= -6.45' SW= -6.50' SE= -6.45'

AutoCAD SHX Text 24"

AutoCAD SHX Text 8"

AutoCAD SHX Text 6"

AutoCAD SHX Text 15"

AutoCAD SHX Text 8"

AutoCAD SHX Text

TC= -0.87' NW= -8.97' E= -7.67' SE= -7.77' SW= -7.67'

AutoCAD SHX Text

1.00' DOOR ELEVATION

AutoCAD SHX Text

0.90' DOOR ELEVATION

AutoCAD SHX Text

PARKING GARAGE

AutoCAD SHX Text

TC= 0.10' SE= CLOSED NW= CLOSED NW= -12.40'

AutoCAD SHX Text

TC= -3.67' SW= -7.00'

AutoCAD SHX Text

TC= -3.88' SE= -8.58' NE= -8.88' SW= -8.88'

AutoCAD SHX Text

TC= -2.21' BOTTOM= -9.41'

AutoCAD SHX Text

TC= -2.78' NE= -5.06'

AutoCAD SHX Text

TC= -1.53' SW= -6.53' SE= -6.43'

AutoCAD SHX Text 24"

AutoCAD SHX Text

SEWER TREATMENT FACILITY

AutoCAD SHX Text 15"

AutoCAD SHX Text

TC= -0.93' SE= -8.63' NE= -8.78'

AutoCAD SHX Text

TC= -0.50' NE= -5.70' SE= -5.60'

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

10" CHAIN WALL

AutoCAD SHX Text

TC=-5.22'

AutoCAD SHX Text

ACCESS COVER FOR GUARD POSTS

AutoCAD SHX Text 24"

AutoCAD SHX Text

TBM #1

AutoCAD SHX Text

TBM #2

AutoCAD SHX Text 297.10.4

AutoCAD SHX Text

SQUARE 555

AutoCAD SHX Text

SQUARE 554

AutoCAD SHX Text 105.10.3

AutoCAD SHX Text 27.1.0

AutoCAD SHX Text 105.10.3

AutoCAD SHX Text

(NOT A PART)

AutoCAD SHX Text

(NOT A PART)

AutoCAD SHX Text

(NOT A PART)

AutoCAD SHX Text 81.3.0

AutoCAD SHX Text 90°02'20"

AutoCAD SHX Text

SQUARE 579

AutoCAD SHX Text

CLEVELAND STREET

AutoCAD SHX Text

(REVOKED)

AutoCAD SHX Text

CLEVELAND STREET

AutoCAD SHX Text

(REVOKED)

AutoCAD SHX Text

PALMYRA STREET

AutoCAD SHX Text

SQUARE 580

AutoCAD SHX Text

SQUARE 578

AutoCAD SHX Text

SQUARE 553

AutoCAD SHX Text

PALMYRA STREET

AutoCAD SHX Text 10"

AutoCAD SHX Text 6"

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text 297.10.4

AutoCAD SHX Text

SQUARE 554

AutoCAD SHX Text 105.10.3

AutoCAD SHX Text

AutoCAD SHX Text 81.3.0

AutoCAD SHX Text

SQUARE 579

AutoCAD SHX Text

(REVOKED)

AutoCAD SHX Text

PALMYRA STREET

AutoCAD SHX Text

SQUARE 578

AutoCAD SHX Text

PALMYRA STREET

AutoCAD SHX Text

ICV

-2

-2 -2

-2

-1

-2

-3 -3

-3

-4

-5-5

-4

-5

-4 -2

-2

1 1

-3

-2

-1

-2

-3

-1

-3

-4

-5 -4

-3

-2

-2 -1

-1

-2

-1

-2

-3

-2

-3

-2

-1

-2 -3

-3

8:1 8:1

MATCH EXIST

TP=±-1.32

MATCH EXIST

TP=±-2.32

MATCH EXIST

TP=±-2.34

MATCH EXIST

TP=±-2.19

MATCH EXIST

TP=±-1.15

MATCH EXIST

TP=±-0.97

MATCH EXIST

TP=±-0.80MATCH EXIST

TP=±-2.03

MATCH EXIST

TP=±-1.68

MATCH EXIST

TP=±-1.08

MATCH EXIST

TP=±-1.87

TP=-1.13

TP=-2.10

TP=-2.01

TP=-2.08

TP=-1.07

TP=-1.84 TP=-1.20

TP=-1.51

TP=-1.37

TP=-1.39

TP=-1.53

TP=-2.22

TP=-2.08

TP=-1.86

TP=-2.00

TP=-1.70

TP=-1.18

TP=-0.97

TP=-0.50

TP=-0.61

TP=-1.25 TP=-1.00

TP=-0.97

TP=-0.98

MATCH EXIST

TB=±-2.61

MATCH EXIST

TB=±-1.60

MATCH EXIST

TB=±-1.50

MATCH EXIST

TB=±-2.50

EL=-5.55EL=-5.55 EL=-5.55EL=-5.55

EL=-5.55

EL=-3.77

SW=0.01

SW=0.12

SW=-0.05 SW=-0.34

FG=-0.25

FL=-2.41

TG=-2.50

FL=-2.39

NEW 61 LF

SWALE @ 0.15%

NEW 58 LF

SWALE @ 0.15%

SW=-0.38

SW=-0.36

SW=-0.35

MATCH EXIST

SW=±0.60

MATCH EXIST

SW=±0.60

FG=-0.25

FG=-0.29

FG=-0.30

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

5190 Canal Boulevard, Suite 201 New Orleans, LA 70124 (504)835-8013

LACHIN

Architects, apc

Architecture . Planning . Project Management

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Michael G. LachinRevisions: Date:

Construct Surface Level Parking Lot

2400 Canal Street, New Orleans, LA 70119

629-18-107

Gerald Faulkner

July 1, 2021

TH DH

STRUCTURAL / CIVIL ENGINEER

H2B, INC.

1225 N. LOOP WEST, SUITE 800

HOUSTON, TX 77008

(713) 864-2900

Final Document Submission

7-1-21

BENCHMARK: .

LEGEND: .

ELEVATIONS HERON ARE SHOWN IN NAVD 88. TO CONVERT

TO CAIRO DATUM ADD 20.43. ELEVATIONS HEREON ARE

ESTABLISHED BY THE LOUISIANA STATE COORDINATE

SYSTEM, LOUISIANA SOUTH ZONE USING LSU C4G SOLUTION

01/23/2019 NAVD 88 GEOID 12A.

20' 40'

SCALE: 1" = 20'

GRADING LAYOUT

C101

NOTES: .

1. PROVIDE 2% MAX CROSS SLOPE AT EACH PEDESTRIAN

DOOR.

2. ADA ACCESSIBLE RAMPS SHALL NOT EXCEED 5.00%

GRADE AND SHALL HAVE 5' LEVEL LANDINGS AT TOP AND

BOTTOM OF RAMP. RAMPS THAT HAVE CHANGE IN HEIGHT

GREATER THAN 6" SHALL HAVE HANDRAILS IN

ACCORDANCE WITH VA ACCESSIBILITY STANDARDS.

SIDEWALK GRADES SHALL NOT EXCEED 3% AND

CROSS-SLOPE SHALL NOT EXCEED 2%.

3. CONCRETE GRADE SHALL BE NO LESS THAN 0.50% EXCEPT

CONCRETE GUTTERS AND VALLEYS SHALL BE NO LESS

THAN 0.35%.

4. PROVIDE POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS

5. UTILITIES PRESENTED ON THESE DRAWINGS ARE SHOWN BASED

ON THE BEST AVAILABLE INFORMATION. CONTRACTOR SHALL

VERIFY THE EXACT LOCATIONS IN THE FIELD PRIOR TO

COMMENCING CONSTRUCTION. CONTRACTOR SHALL NOTIFY

LOCAL UTILITY LOCATING SERVICES AT LEAST 48 HOURS BEFORE

PROCEEDING WITH ANY EXCAVATION TO LOCATE PUBLIC

UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING

PRIVATE UTILITIES PRIOR TO ANY EXCAVATION.

NEW MAJOR CONTOUR (1.0')

NEW MINOR CONTOUR (0.5')

ELEVATION

FINISHED GRADE

TOP OF PAVEMENTTP

1 NEW CURB RAMP @ 5.00% MAX

EXISTING MAJOR CONTOUR (1.0')

EXISTING MINOR CONTOUR (0.5')

2 NEW 6' SIDEWALK @ 2.00% MAX CROSS-SLOPE

3 BACKFILL EXISTING DEPRESSED AREA

AND REGRADE AREA TO DRAIN

EXISTING DRAINAGE END TREATMENT

TO BE SALVAGED AND RELOCATED TO

NEW DISCHARGE LOCATION

TOP OF GRATETG

TOP OF BANKTB

FLOWLINEFL

SIDEWALKSW

5 ADJUST EXISTING CONCRETE SPLASH

BLOCK TO FINISHED GRADE

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TC= 0.34' NE= -12.36' NW= -12.56'

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TC= 0.83' NE= -5.97' NW= -5.87' SE= -5.87'

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TC= -0.40' NE= -8.90' SE= -9.10' SW= -8.80'

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TC= -2.92' NE= -21.62' S= -12.17'

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TC= -3.24' SE= -6.79' NW= -6.94'

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TC= -3.79' BOTTOM= -12.59'

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TC= -3.41' SW= -13.71' N= -13.41'

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TC= -3.34 SW= -13.74' NW= -13.74'

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TC= -3.44' SE= -14.15' NW= -14.10'

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24" OVAL

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FULL OF WATER -15.65' BOTTOM

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TC= -2.73' SE= -9.98' NW= -11.28'

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TC= -3.35' SE= -12.45''

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TC= -3.62' NW= -6.27'

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TC= -2.72' N= -6.42' SE= -6.72'

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TC= -3.77' NE= -6.62' SW= -6.69

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TC= -1.29' NE= -9.29' SW= -10.84' SE= -9.94' SE= -6.74

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TC= -0.46' NE= -5.26' SE= -5.21' SW= -5.26'

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TC= -0.15' NE= -4.75' SE= -4.85' SW= -4.85'

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TC= -2.15' NW= -6.45' SW= -6.50' SE= -6.45'

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TC= -0.87' NW= -8.97' E= -7.67' SE= -7.77' SW= -7.67'

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1.00' DOOR ELEVATION

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0.90' DOOR ELEVATION

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PARKING GARAGE

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TC= 0.10' SE= CLOSED NW= CLOSED NW= -12.40'

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TC= -3.67' SW= -7.00'

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TC= -3.88' SE= -8.58' NE= -8.88' SW= -8.88'

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TC= -2.21' BOTTOM= -9.41'

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TC= -1.53' SW= -6.53' SE= -6.43'

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TC= -0.93' SE= -8.63' NE= -8.78'

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TC= -0.50' NE= -5.70' SE= -5.60'

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RAMP

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10" CHAIN WALL

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TC=-5.22'

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ACCESS COVER FOR GUARD POSTS

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TBM #1

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TBM #2

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SQUARE 555

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SQUARE 554

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SQUARE 579

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CLEVELAND STREET

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(REVOKED)

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CLEVELAND STREET

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(REVOKED)

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PALMYRA STREET

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SQUARE 580

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SQUARE 578

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SQUARE 553

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PALMYRA STREET

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NEW SWQ VOL= 164 C.Y.

DA 1

1.000

NEW GRATE INLET

GRATE=-2.22

FL 12" NW = -4.89

NEW 46 LF 12" HDPE

STM SWR @ 0.37%

NEW 43 LF 18" HDPE

STM SWR @ 0.50%

NEW 30 LF 10" HDPE

STM SWR @ 0.48%

NEW GRATE INLET

GRATE=-3.77

FL 12" SE = -6.55

FL 6" SW = -6.55

NEW 110 LF 6"

PERFORATED

PVC @ 0.15%

CLEANOUT

FL 6" = -6.38

NEW 70 LF 15" HDPE

STM SWR @ 0.28%

NEW GRATE INLET

GRATE=-2.50

(MATCH INVERT)

0.682

DA 2

0.318

DA 3

0.193

DA 4

EXIST SWQ 1 VOL= 45 C.Y.

EXIST SWQ 2 VOL= 104 C.Y.

-10

-8

-6

-4

-2

-10

-8

-6

-4

-2

EXISTING GROUND

NEW SWQ POND

NEW HIGH FLOW

MEDIA FOR SWQ

TREATMENT

NEW 6" PERF PIPE

GRAVEL BACKFILL

FILTER FABRIC

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

5190 Canal Boulevard, Suite 201 New Orleans, LA 70124 (504)835-8013

LACHIN

Architects, apc

Architecture . Planning . Project Management

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Michael G. LachinRevisions: Date:

Construct Surface Level Parking Lot

2400 Canal Street, New Orleans, LA 70119

629-18-107

Gerald Faulkner

July 1, 2021

TH DH

STRUCTURAL / CIVIL ENGINEER

H2B, INC.

1225 N. LOOP WEST, SUITE 800

HOUSTON, TX 77008

(713) 864-2900

Final Document Submission

7-1-21

BENCHMARK: .

LEGEND: .

ELEVATIONS HERON ARE SHOWN IN NAVD 88. TO CONVERT

TO CAIRO DATUM ADD 20.43. ELEVATIONS HEREON ARE

ESTABLISHED BY THE LOUISIANA STATE COORDINATE

SYSTEM, LOUISIANA SOUTH ZONE USING LSU C4G SOLUTION

01/23/2019 NAVD 88 GEOID 12A.

30' 60'

SCALE: 1" = 30'

DRAINAGE & SWQ LAYOUT

C102

EXIST SWQ POND

NEW SWQ POND

EXIST CONTOUR MAJOR (1.0')

EXIST CONTOUR MINOR (0.2')

NEW CONTOUR MAJOR (1.0')

NEW CONTOUR MINOR (0.5')

SWQ FEATURE

SWQ CALCULATIONS

VOLUME

EXIST SWQ 1

EXIST SWQ 2

V= 45 C.Y.

V= 104 C.Y.

EXIST SWQ TOTAL V= 149 C.Y.

NEW SWQ V= 164 C.Y.

EXIST SWQ LAYOUT.

NEW SWQ LAYOUT.

SECTION THROUGH SWQ POND

SCALE: HORZ: 1" = 20' VERT: 1" = 2'

EXIST STORM SEWER LINE

EXIST STORM SEWER MH

EXIST STORM SEWER INLET

EXIST WATERLINE

EXIST FIRE HYDRANT / FIRE DEPT CONNECTION

EXISTING FEATURES:

EXIST IRRIGATION CONTROL VALVE

EXIST SANITARY SEWER LINES

EXIST SANITARY SEWER MH / C/O

EXIST WATER VALVE

EXIST ELECTRIC BOX

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TC= 0.34' NE= -12.36' NW= -12.56'

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TC= -3.79' BOTTOM= -12.59'

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TC= -3.77' NE= -8.82' NW= -8.27' SW= -9.07'

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TC= -2.73' SE= -9.98' NW= -11.28'

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TC= -1.29' NE= -9.29' SW= -10.84' SE= -9.94' SE= -6.74

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TC= -0.15' NE= -4.75' SE= -4.85' SW= -4.85'

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TC= -2.15' NW= -6.45' SW= -6.50' SE= -6.45'

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TC= -0.87' NW= -8.97' E= -7.67' SE= -7.77' SW= -7.67'

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1.00'…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Sep 24, 2021.