SOW ATTACHMENT G SITE UTILITIES Pt 2.pdf

ADDENDUM #1 - ATTACHMENT B

3 - ADDENDUM 3 - POST BID

CK109

FULLY SPRINKLERED

REVISIONS: DATE

02/29/2012

ARCHITECT/ENGINEERS:CONSULTANTS:

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

SLVHCS

REPLACEMENT MEDICAL CENTER

PROJECT

DATE

LOCATION

CHECKED DRAWN

PROJECT TITLE

DRAWING NUMBERAPPROVED: PROJECT DIRECTOR

DRAWING TITLE

NEW ORLEANS, LOUISIANA

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DESMAN ASSOCIATES / PARKING

CODE CONSULTANTS, INC. / CODE CONSULTANT

THE SEXTANT GROUP / AV & ACOUSTICAL

HAMMER DESIGN ASSOCIATES / FOOD SERVICE

PYBURN & ODOM / ABATEMENT

TATA & HOWARD/ TANK CONSULTANT

SCHRENK & PETERSON CONSULTING ENGINEERS / CIVIL

KORDA/NEMETH ENGINEERING / STRUCTURAL

BR+A CONSULTING ENGINEERS / MECH, ELECT, PLUMBING, LOW VOLTAGE

ARCHITECTURAL ENGINEERING / PLUMBING

SCALES ASSOCIATES / FIRE PROTECTION

629-HS2-401

PROJECT NUMBER BUILDING NUMBER

PROFESSIONAL ENGINEER

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RYAN M. FLANAGAN

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License. No. 30577

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1" = 10'

SCALE:

CIVIL UTILITY HORIZONTAL CONTROL PLAN

KEY PLAN

RFI 02437: Adds piping for canopy roof drain

RFI 02480 adjusted several manholes in this region following an elevation bust during construction

OUTPATIENT

3 - ADDENDUM 3 - POST BID

CK112

FULLY SPRINKLERED

REVISIONS: DATE

02/29/2012

ARCHITECT/ENGINEERS:CONSULTANTS:

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

SLVHCS

REPLACEMENT MEDICAL CENTER

PROJECT

DATE

LOCATION

CHECKED DRAWN

PROJECT TITLE

DRAWING NUMBERAPPROVED: PROJECT DIRECTOR

DRAWING TITLE

NEW ORLEANS, LOUISIANA

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VA FORM 08-6231

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CONSTRUCTION DOCUMENTS 1

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DESMAN ASSOCIATES / PARKING

CODE CONSULTANTS, INC. / CODE CONSULTANT

THE SEXTANT GROUP / AV & ACOUSTICAL

HAMMER DESIGN ASSOCIATES / FOOD SERVICE

PYBURN & ODOM / ABATEMENT

TATA & HOWARD/ TANK CONSULTANT

SCHRENK & PETERSON CONSULTING ENGINEERS / CIVIL

KORDA/NEMETH ENGINEERING / STRUCTURAL

BR+A CONSULTING ENGINEERS / MECH, ELECT, PLUMBING, LOW VOLTAGE

ARCHITECTURAL ENGINEERING / PLUMBING

SCALES ASSOCIATES / FIRE PROTECTION

629-HS2-401

PROJECT NUMBER BUILDING NUMBER

PROFESSIONAL ENGINEER

A

E

RYAN M. FLANAGAN

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IVI

IN G N E

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License. No. 30577

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1" = 10'

SCALE:

CIVIL UTILITY HORIZONTAL CONTROL PLAN

KEY PLAN

REQD PRECAST CONCRETE DRAIN MANHOLE W/

SOLID CASTING COVER & FRAME "EAST JORDAN

IRON WORKS, INC" NO V-1450Z (W/ "STORM

SEWER" LETTERS)*

SEE DETAILS 1 & 2, SHEET CI501

REQD PRECAST CONCRETE SEWER MANHOLE OR

SEWER DROP MANHOLE (SEE PLAN FOR LOCATION)

W/ SOLID CASTING COVER & FRAME, NEOPRENE GASKET

SEAL, WATERTITE BOLTED ASSEMBLY "EAST JORDAN

IRON WORKS, INC" NO V-1450Z/1450A1GS ASSEMBLY

(W/ "SEWER LETTERS").

SEE DETAILS 2 & 2A, SHEET CI501

REQD WATER VALVE MANHOLE W/ SOLID

CASTING COVER & FRAME "EAST JORDAN IRON

WORKS, INC" NO V-1450Z (W/ "WATER" LETTERS)*.

SEE DETAIL 7, SHEET CI502

REQD 10" ROCKWELL DOMESTIC & FIRE SERVICE

METER VAULT PER S&WB STD DETAIL DWG NO

7531-W4. CASTING: "EAST JORDAN IRON WORKS,

INC" NO V-1501 (W/ "WATER" LETTERS)*.

SEE DETAIL 1, SHEET CI505

REQD FIRE HYDRANT PER S&WB DWG NO 6179-F-2.

SEE DETAIL 1, SHEET CI502

REQD GATE VALVE, VALVE BOX , FRAME & COVER

SEE DETAIL 2A , SHEET CI502

REQD CLEANOUT W/ "JOSAM" 58580-1 SERIES

SECURED RIM & SCORIATED COVER W/ "C.O."

CAST IN. *

SEE DETAIL 2, SHEET CI503

REQD SANITARY SEWER LINE.

SEE SPECIFICATIONS FOR MATERIAL REQUIREMENTS

SEE DETAIL 1, SHEET CI506.

REQD C900 DR-14 PVC WATER LINE, OR DUCTILE

IRON (DI) WATER LINE (SEE CIVIL UTILITY PLANS

FOR LOCATIONS)

SEE DETAIL 6, SHEET CI502.

REQD CONTECHA-2000 PVC STORM DRAIN LINE *

(SEE CIVIL UTILITY PLANS FOR SIZES &

LOCATIONS). UNLESS OTHERWISE NOTED ON THE PLAN.

SEE DETAIL 4, SHEET CI502.

REQD CONTECHA-2000 PERFORATED PVC *

STORM DRAIN LINE (SEE CIVIL UTILITY PLANS

FOR SIZES & LOCATIONS).

SEE DETAIL 4, SHEET CI501.

APPARENT PROPERTY LINE

NEW TELECOMM DUCT BANK & VAULT

BY TELECOMM CONSULTANT

INV INVERT

NEW ELECTRIC DUCT BANK & VAULT

BY ELECTRIC CONSULTANT

TREE PROTECTION FENCE "NIC"

FF EL FINISH FLOOR ELEVATION

REQD CDS WATER QUALITY STRUCTURE W/

SOLID CASTING COVER & FRAME.

SEE PLAN FOR MODEL NUMBERS.

SEE DETAIL 4, SHEET CI503

8' HIGH CHAIN LINK FENCE

AT PERIMETER OF PROPERTY

"NIC"

REQD REMOTE FIRE DEPARTMENT CONNECTION "FDC"

WHERE SHOWN AWAY FROM BUILDING WALLS

SEE DETAIL 9, SHEET CI502

DI

PIPE

DI

PIPE

REQD REDUCED PRESSURE BACKFLOW PREVENTER

ASSEMBLY

SEE DETAIL 2, SHEET CI505

REQD MISSION CRITICAL SEWER LIFT

STATION & VALVE BOX

SEE DETAIL 1, SHEET CI504

REQD MISSION CRITICAL SEWER DIVERSION STRUCTURE

W/ SOLID CASTING COVER & FRAME, NEOPRENE GASKET

SEAL, WATERTITE BOLTED ASSEMBLY "EAST JORDAN

IRON WORKS, INC" NO V-1450Z/1450A1GS ASSEMBLY

(W/ "SEWER LETTERS").

SEE DETAIL 11, SHEET CI502

REQD 4000 GALLON GREASE TRAP

SEE DETAIL 3, SHEET CI505

REQD SPECIAL DRAIN MANHOLE W/ SOLID CASTING

COVER & FRAME "EAST JORDAN IRON WORKS, INC"

NO V-1450Z (W/ "DRAIN" LETTERS).

SEE DETAIL 4, SHEET CI504

REQD TRENCH DRAIN

ABT, INC. POLYDRAIN OR APPROVED EQUAL

SEE DETAIL 10, SHEET CI502

REQD PRECAST CONCRETE DRAIN INLET SEE

DETAIL 1, SHEET CI503

REQD "SAFETY END"

(TYPICAL AT THE DRAIN DISCHARGE TO RAIN GARDENS)

SEE DETAIL 2, SHEET CI504

REQD PRECAST CONCRETE DRAIN MANHOLE W/

GRATED CASTING COVER & FRAME "EAST

JORDAN IRON WORKS, INC" NO V-1450Z, FLAT

GRATE TYPE M.*

SEE DETAILS 1 & 2, SHEET CI501

BOT BOTTOM

REQD EXPLORATORY EXCAVATION.

SEE OVERALL UTILITY PLAN FOR LOCATION.

SEE THIS SHEET FOR REQUIREMENTS.

REQD 30" DRAIN BASIN WITH 10" INLET.

SEE DETAIL 3, SHEET CI504

REQD RAIN GARDEN DRAIN BASIN.

SEE PLAN FOR SIZE.

SEE DETAIL 5, SHEET CI501

REQD 10" INLINE DRAIN.

SEE DETAIL 3, SHEET CI506

NEW TRASH CHUTES

BY MEP CONSULTANT

NIC NOT IN CONTRACT

REQD POST INDICATOR VALVE

SEE DETAIL 2, SHEET CI502

REQD CONCRETE ISOLATION PAD FOR MANHOLES

IN CONCRETE AREAS. (SEE OVERALL UTILITY

PLAN FOR LOCATION & DETAIL 3, SHEET CI501.)

SAN SANITARY SEWER

WTR WATER

BURIED CHILL WATER PIPING

SEE MECHANICAL PLANS

BURIED STEAM PIPING

SEE MECHANICAL PLANS

BURIED CONDENSATE PIPING

SEE MECHANICAL PLANS

GAS

REQD 10"Ø DUCTILE IRON WATER

OFFSET. SEE DETAIL 3, SHEET CI502

REQD DEPRESSED ELECTRICAL

DUCTBANK

DI DUCTILE IRON PIPE - SEE DETAIL 5,

SHEET CI502 FOR POLYETHLENE WRAP

DETAILS

GAS

BURIED GAS LINE "BY ENTERGY GAS"

GAS METER AND PAD

REQD SPECIAL DRAIN MANHOLE W/ GRATED

CASTING COVER & FRAME "EAST JORDAN IRON

WORKS, INC" NO V-1450Z, FLAT GRATE TYPE M

REQD PIPE REDUCER

(SEE CIVIL UTILITY PLANS FOR SIZE & LOCATIONS)

FULLY SPRINKLERED

REVISIONS: DATE

02/29/2012

ARCHITECT/ENGINEERS:CONSULTANTS:

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

SLVHCS

REPLACEMENT MEDICAL CENTER

PROJECT

DATE

LOCATION

CHECKED DRAWN

PROJECT TITLE

DRAWING NUMBERAPPROVED: PROJECT DIRECTOR

DRAWING TITLE

NEW ORLEANS, LOUISIANA

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VA FORM 08-6231

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CONSTRUCTION DOCUMENTS 1

123456

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DOCUMENT SET PACKAGE

DESMAN ASSOCIATES / PARKING

CODE CONSULTANTS, INC. / CODE CONSULTANT

THE SEXTANT GROUP / AV & ACOUSTICAL

HAMMER DESIGN ASSOCIATES / FOOD SERVICE

PYBURN & ODOM / ABATEMENT

TATA & HOWARD/ TANK CONSULTANT

SCHRENK & PETERSON CONSULTING ENGINEERS / CIVIL

KORDA/NEMETH ENGINEERING / STRUCTURAL

BR+A CONSULTING ENGINEERS / MECH, ELECT, PLUMBING, LOW VOLTAGE

ARCHITECTURAL ENGINEERING / PLUMBING

SCALES ASSOCIATES / FIRE PROTECTION

629-HS2-401

PROJECT NUMBER BUILDING NUMBER

PROFESSIONAL ENGINEER

A

E

RYAN M. FLANAGAN

C

E

IVI

IN G N E

ST

License. No. 30577

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NOTES AND FINISH LEGEND

NOTES LEGEND - EXISTING, UTILITY PLANS

EXISTING DRAIN MANHOLE &

DRAIN LINE

EXISTING FIRE HYDRANT &

6" LEAD ASSEMBLY

EXISTING WATER VALVE MANHOLE

EXISTING SANITARY SEWER FORCE MAIN

EXISTING SANITARY SEWER MANHOLE

& SEWER LINE

EXISTING CATCH BASIN

EXISTING WATER LINE

EXISTING 2-CONDUIT DUCT BANK

EXISTING AT&T DUCT BANK

EXISTING UNDERGROUND ELECTRIC

(SEWERAGE & WATER BOARD)

EXISTING WATER VALVE W/VALVE BOX

EXISTING GAS LINE

* (OR APPROVED EQUAL)

BUILDING

CATCH BASIN

DROP INLET, DRAIN LINE

DROP INLET, DRAIN LINE

COMMUNICATIONS MANHOLE, COMM. LINE

DRAIN MANHOLE, DRAIN LINE

ELECTRICAL MANHOLE, ELEC. LINE

GAS LINE

SEWER MANHOLE, SEWER LINE

TELEPHONE MANHOLE, TELE LINE

TRAFFIC MANHOLE, TRAFFIC LINE

WATER MANHOLE, WATER LINE

UTILITY POLE / OVERHEAD LINES

ELECTRIC, TELEPHONE, CABLE TV

FENCE

UTILITY METER

UTILITY VALVE

FIRE HYDRANT

LIGHT STANDARD

SIGN

TREE

X

PP DEADMAN

DRAIN CLEANOUT

PIPE BOLLARD

GAS VALVE

POWER JUNCTION BOX

POWER VAULT

POWER LIGHT PEDESTAL

SEWER CLEANOUT

TRAFFIC SIGNAL PULL BOX

TRAFFIC SIGNAL SUPPORT POLE

PARKING METER

GAS

SURVEY LEGEND

LEGEND - OVERALL UTILITY PLAN

GENERAL NOTES

1. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF IMPROVEMENTS

SHOWN SHALL MEET OR EXCEED VA STANDARDS AND SPECIFICATIONS,

THE STANDARDS AND SPECIFICATIONS OF THE NO DEPARTMENT OF

PUBLIC WORKS (DPW), THE STANDARDS AND SPECIFICATIONS OF THE NO

SEWERAGE AND WATER BOARD (S&WB), AND APPLICABLE STATE AND

FEDERAL REGULATIONS. WHERE THERE IS A CONFLICT BETWEEN THESE

PLANS AND THE THE SPECIFICATIONS, OR ANY APPLICABLE STANDARDS,

THE HIGHER QUALITY STANDARD SHALL APPLY.

2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION

AND/OR ELEVATIONS OF EXISTING UTILITIES, AS SHOWN ON THESE PLANS,

IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE

POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THIS INFORMATION IS

NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. THE

CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST

48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD

LOCATIONS OF THE UTILITIES. PRIOR TO CONSTRUCTION, THE

CONTRACTOR SHALL VERIFY PERTINENT LOCATIONS AND ELEVATIONS,

ESPECIALLY AT CONNECTION POINTS AND AT POTENTIAL UTILITY

CONFLICTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO

RELOCATE ALL EXISTING UTILITIES THAT CONFLICT WITH THE PROPOSED

IMPROVEMENTS SHOWN ON THESE PLANS.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL

NECESSARY PERMITS FOR ALL APPLICABLE AGENCIES. THE CONTRACTOR

SHALL NOTIFY DPW AND THE S&WB AT LEAST 48 HOURS PRIOR TO START

OF ANY EARTH DISTURBING ACTIVITY, OR CONSTRUCTION ON ANY AND

ALL PUBLIC IMPROVEMENTS.

4. THE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH THE CITY,

AND ALL UTILITY COMPANIES INVOLVED, WITH REGARD TO RELOCATIONS

OR ADJUSTMENTS OF EXISTING UTILITIES DURING CONSTRUCTION, AND

TO ASSURE THAT THE WORK IS ACCOMPLISHED IN A TIMELY FASHION AND

WITH A MINIMUM DISRUPTION OF SERVICE. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR CONTACTING ALL PARTIES AFFECTED BY ANY

DISRUPTION OF ANY UTILITY SERVICE.

5. THE CONTRACTOR SHALL HAVE ONE (1) SIGNED COPY OF THE APPROVED

PLANS, ONE (1) COPY OF THE APPROPRIATE STANDARDS AND

SPECIFICATIONS, AND A COPY OF ANY PERMITS AND EXTENSION

AGREEMENTS NEEDED FOR THE JOB, ON SITE AT ALL TIMES.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY

INCLUDING, BUT NOT LIMITED TO, EXCAVATION, TRENCHING, SHORING,

TRAFFIC CONTROL, AND SECURITY.

7. IF DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE

ENCOUNTERED WHICH COULD INDICATE A SITUATION THAT IS NOT

IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL

CONTACT THE ENGINEER IMMEDIATELY.

8. ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE

LATEST REVISION OF SAID STANDARDS, UNLESS SPECIFICALLY STATED

OTHERWISE.

9. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN, IN

ACCORDANCE WITH MUTCD, TO THE APPROPRIATE RIGHT-OF-WAY

AUTHORITY, (CITY OR STATE), FOR APPROVAL, PRIOR TO ANY

CONSTRUCTION ACTIVITIES WITHIN, OR AFFECTING, THE RIGHT-OF-WAY.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL

TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY THE CONSTRUCTION

ACTIVITIES.

10. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR AND

MATERIALS NECESSARY FOR THE COMPLETION OF THE INTENDED

IMPROVEMENTS, SHOWN ON THESE DRAWINGS, OR DESIGNATED TO BE

PROVIDED, INSTALLED, OR CONSTRUCTED, UNLESS SPECIFICALLY NOTED

OTHERWISE.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ROADWAYS

FREE AND CLEAR OF ANY CONSTRUCTION DEBRIS AND DIRT TRACKED

FROM THE SITE.

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING AS-BUILT

INFORMATION ON A SET OF RECORD DRAWINGS KEPT ON THE

CONSTRUCTION SITE, MADE AVAILABLE TO THE JOB SITE INSPECTORS

INCLUDING THE ARCHITECT, ENGINEER, DPW, S&WB, AND THE OWNER AT

ALL TIMES.

13. DIMENSIONS AND LAYOUT FOR CONSTRUCTION ARE NOT TO BE SCALED

FROM ANY DRAWING. IF PERTINENT DIMENSIONS ARE NOT SHOWN,

CONTACT SCHRENK AND PETERSON CONSULTING ENGINEERS FOR

CLARIFICATION, AND ANNOTATE THE DIMENSION IN THE AS-BUILT

DRAWINGS.

14. THE CONTRACTOR SHALL COMPLY WITH ALL TERMS AND CONDITIONS OF

THE LOUISIANA PERMIT FOR STORM-WATER DISCHARGE, THE STORM

WATER MANAGEMENT PLAN, AND THE EROSION CONTROL PLAN.

15. THE CONTRACTOR SHALL SEQUENCE INSTALLATION OF UTILITIES IN SUCH

A MANNER AS TO MINIMIZE POTENTIAL UTILITY CONFLICTS. IN GENERAL,

STORM DRAIN AND SANITARY SEWER SHOULD BE CONSTRUCTED PRIOR

TO INSTALLATION OF THE WATER LINES AND DRY UTILITIES.

16. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR THE

EXACT LOCATIONS AND DIMENSIONS OF THE VESTIBULES, SLOPE PAVING,

SIDEWALKS, EXIT PORCHES, PRECISE BUILDING DIMENSIONS AND EXACT

BUILDING UTILITY ENTRANCE LOCATIONS.

17. CONTRACTOR SHALL NOTIFY THE DEPARTMENT OF PARKWAYS AND PARKS

PRIOR TO REPLACING ANY UTILITY LINES LOCATED NEAR TREES.

18. CONTRACTOR SHALL INSTALL CLEANOUTS ON DRAIN AND SANITARY

SEWER LINES AT NOT MORE THAN 80 FT INTERVALS, IN PIPE 4 INCHES

NOMINAL DIAMETER THROUGH 6 INCHES NOMINAL DIAMETER.

19. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLY-WRAP ENCASED.

THE POLYETHYLENE ENCASEMENT TO BE USED WITH DUCTILE IRON PIPE

AND FITTINGS SHALL BE MANUFACTURED IN ACCORDANCE WITH THE

SPECIFICATIONS AND REQUIREMENTS OF AWWA / ANSI C105 / A21.5.

ENCASEMENT SHALL BE A LINEAR LOW-DENSITY POLYETHYLENE FILM

WITH A MINIMUM THICKNESS OF 8 MILS. THE POLYETHYLENE SHALL BE

INSTALLED IN ACCORDANCE WITH THE SPECIFICATIONS AND

REQUIREMENTS OF AWWA 600. OVERLAP AND TAPING REQUIREMENTS

SHALL BE PER MANUFACTURER SPECIFICATIONS

20. WATER LINE DEPTHS FOR 4"Ø-6"Ø - 3' MIN COVER; 8"Ø-10"Ø - 3.5' MIN

COVER; 12"Ø & ABOVE - 4' MIN COVER.

21. COORDINATES ARE GIVEN TO AID THE CONTRACTOR & SURVEYOR IN

LOCATING PROPOSED IMPROVEMENTS. THE CONTRACTOR & SURVEYOR

IS RESPONSIBLE FOR CHECKING THE LOCATIONS OF IMPROVEMENTS LAID

OUT WITH COORDINATES USING DIMENSIONS AND OFFSETS GIVEN. IF A

PERTINENT DIMENSION IS NOT SHOWN ON THE PLAN, CONTACT THE

ENGINEER FOR INFORMATION.

a. COORDINATES BASIS: COORDINATES ARE BASED ON THE

NORTHWEST PROPERTY CORNER (INTERSECTION OF N.

ROCHEBLAVE STREET & CANAL STREET) BEING LOCATED AT

NORTHING = 534427.71, EASTING = 3676113.43 AND THE NORTHEAST

PROPERTY CORNER (INTERSECTION OF S. GALVEZ STREET AND

CANAL STREET) BEING LOCATED AT NORTHING = 533843.65,

EASTING = 3676880.46.

b. COORDINATE LOCATIONS:

i. STORM, SANITARY, TELEPHONE, AND ELECTRICAL

STRUCTURES: COORDINATES NOTED ARE THE CENTERLINE

INTERSECTION OF MANHOLES AND INLET STRUCTURES.

CONTRACTOR SHALL COORDINATE ELECTRICAL AND

TELEPHONE BUILDING SERVICES PRIOR TO CONSTRUCTION

OF ANY TELEPHONE OR ELECTRICAL SITE MANHOLES.

ELECTRIC AND TELEPHONE MANHOLES LOCATIONS ARE

PROVIDED TO COORDINATE WORK WITH CIVIL UTILITIES AND

SITE STRUCTURES.

D) AT&T/ BELL SOUTH 364-6804

E) COX COMMUNICATIONS 304-8093

F) PARKS AND PARKWAYS 658-3200

A) S&WB:

B) DEPT OF PUBLIC WORKS

ENGINEERING 658-8044

UTILITIES 658-8000

TRAFFIC 658-8050

ELECTRIC (OVERHEAD) 593-3419

C) ENTERGY

MAINTENANCE: 658-8150

STREET LIGHTING 254-3222

THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST THREE (3)

WORKING DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION AROUND THEIR

RESPECTIVE UTILITIES:

GAS

595-3877

G) LOUISIANA ONE CALL 1-800-272-3020 (EXT. 1)

INSPECTION 865-0445

ELECTRICAL DEPT 865-0459

LEGEND - OVERALL UTILITY PLAN

* (OR APPROVED EQUAL)

EROSION CONTROL NOTES

1. CONTRACTOR IS RESPONSIBLE FOR OBTAINING A STATE STORM WATER

MANAGEMENT PERMIT AND PREPARING A STORM WATER POLLUTION

PREVENTION PLAN (SWPPP). SWPPP SHALL BE COMPRISED OF ALL

COMPONENTS AS REQUIRED BY THE U.S. ENVIRONMENTAL PROTECTION

AGENCY DOCUMENT ENTITLED, “STORM WATER MANAGEMENT FOR

CONSTRUCTION ACTIVITIES”.

2. AT ALL TIMES DURING CONSTRUCTION, THE CONTRACTOR SHALL BE

RESPONSIBLE FOR PREVENTING AND CONTROLLING EROSION DUE TO

WIND AND RUNOFF. THE CONTRACTOR SHALL ALSO BE MAINTAINING

EROSION CONTROL FACILITIES SHOWN.

3. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DUE TO

UNFORESEEN PROBLEMS OR IF THE PLAN DOES NOT FUNCTION AS

INTENDED. A REPRESENTATIVE OF THE PARISH OR STATE MY REQUIRE

ADDITIONAL CONTROL DEVICES UPON INSPECTION OF PROPOSED

FACILITIES.

4. EROSION CONTROL MEASURES SHALL BE MAINTAINED AND FULLY

FUNCTIONAL FOR THE ENTIRE DURATION OF THE PROJECT.

CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING DRAINAGE AND

EROSION CONTROL FACILITIES AS REQUIRED. STREETS SHALL BE KEPT

CLEAN OF DEBRIS FROM TRAFFIC FROM THE SITE.

5. CONTRACTOR SHALL USE VEHICLE TRACKING AT ALL LOCATIONS WHERE

VEHICLES WILL ENTER OR EXIT THE SITE. CONTROL FACILITIES WILL BE

MAINTAINED WHILE CONSTRUCTION IS IN PROGRESS, MOVED WHEN

NECESSARY, AND REMOVED WHEN THE SITE IS PAVED AND

LANDSCAPED.

6. TEMPORARY STABILIZATION - PERIMETER BERMS SHALL BE SEEDED AND

MULCHED. GRASS SHALL BE AN APPROVED QUICK-GROWING SPECIES

SUITABLE FOR THE AREA, PROVIDING A TEMPORARY COVER WHICH WILL

NOT COMPETE WITH PERMANENT GRASSES.

7. REFER TO THE CONSTRUCTION MANAGER'S SITE UTILIZATION PLANS FOR

CONTRACTOR IMPLEMENTED BEST MANAGEMENT PRACTICES.

INCLUDING BUT NOT LIMITED TO: LOCATIONS OF CONCRETE WASHOUT

AREAS, STABILIZED STAGING AND STORAGE AREAS, CONSTRUCTION

WASTE DUMPSTERS, CHEMICAL STORAGE AREAS, AND VEHICLE

MAINTENANCE AND WASHING AREAS.

PILES LOCATED BY BFM CORPORATION L.L.C.

PILES CALCULATED BY R.W. KREBS, L.L.C.

NOTES LEGEND - OVERALL UTILITY PLAN

WATER LINE DEFLECTION NOTES

1. CURVATURE OF WATERLINE PIPE SHALL BE WITHIN MANUFACTURES

ALLOWABLE TOLERANCES.

2. CURVATURE MUST RESULT FROM THE BENDING OF THE PIPE TO AVOID

OVER-STRESSING THE BELL AND TO PREVENT POSSIBLE BREAKAGE

AND/OR LEAKS.

3. ANGULAR DEFLECTION AT JOINTS IS NOT PERMITTED JOINTS SHALL BE

BRACED OR BACKFILLED AND COMPACTED TO KEEP THEM STATIONARY

ABRUPT CHANGES IN DIRECTION SHALL BE ACCOMPLISHED WITH

FITTINGS.

EXPLORATORY EXCAVATION REQUIREMENTS

1. MUST BE PERFORMED PRIOR TO ANY CONSTRUCTION ACTIVITY.

2. CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING THE DATE THAT

THE EXPLORATORY EXCAVATION IS SCHEDULED TO TAKE PLACE.

3. CONTRACTOR SHALL SUBMIT AN AS-BUILT SKETCH TO THE ENGINEER

INCLUDING:

a. IDENTIFY OBSTRUCTIONS OR UTILITIES ENCOUNTERED WITHIN TRENCH.

b. HORIZONTAL LOCATION, DIMENSIONS, AND SIZES OF EXISTING PIPES AND

OBSTRUCTIONS WITHIN THE TRENCH.

c. VERTICAL LOCATION (TOP AND BOTTOM ELEVATIONS) OF EXISTING PIPES

AND OBSTRUCTIONS WITHIN THE TRENCH.

d. LOCATION OF EXISTING PIPES AND OBSTRUCTIONS IN RELATION TO

EXISTING SITE FEATURES AND NEW UTILITIES AND STRUCTURES.

4. SUBMIT AS-BUILT SKETCHES AND COORDINATE ANY REQUIRED PLAN REVISIONS

W/ ENGINEER PRIOR TO PROCEEDING WITH WORK.

ii. WATER: COORDINATES NOTED ARE THE CENTERLINE

INTERSECTION OF MANHOLE STRUCTURES, FIRE HYDRANTS,

REMOTE FIRE DEPARTMENT CONNECTIONS, AND

MECHANICAL FITTINGS.

22. THE SITE UTILITY CONTRACTOR IS RESPONSIBLE FOR ALL CIVIL UTILITY

IMPROVEMENTS UP TO 5-FEET OUTSIDE OF THE BUILDING PERIMETER

UNLESS OTHERWISE INDICATED ON THE DRAWINGS. THE SITE UTILITY

CONTRACTOR SHALL COORDINATE ALL UTILITY CONNECTIONS WITH THE

BUILDING CONTRACTOR PRIOR TO CONSTRUCTION.

23. SEE SITE GRADING PLANS FOR FINISHED GRADES AND ELEVATIONS AT

MANHOLES, INLETS, TRENCH DRAINS, ETC.

24. BUILDING FOUNDATIONS, SITE FEATURE FOUNDATIONS, MECHANICAL PIPING,

PLUMBING PIPING, ELECTRICAL DUCTS/MANHOLES, TELEPHONE

DUCTS/MANHOLES, PNEUMATIC TUBE PIPING, AND OTHER SITE FEATURES

ARE SHOWN ON CIVIL UTILITY PLANS FOR GENERAL REFERENCE “ONLY”.

REFER TO DOCUMENTS OF OTHER DISCIPLINES FOR CONSTRUCTION

INFORMATION AND FOR COORDINATION WITH THE CIVIL ENGINEERING

DOCUMENTS.

GAS GAS GAS

PAN AM BUILDING

ADMINISTRATION

INPATIENT

CHAPEL GARDEN

ARRIVAL COURT

EMERGENCY

DEPT RAMP

OUTPATIENT

PATIENT/VISITOR PARKING

CENTRAL ENERGY PLANT

SERVICE

BUILDING

RESEARCH

TRANSITIONAL

LIVING & REHAB

STAFF PARKING

M A

T

R Y

CANTEEN

LOADING

DOCK

BANKS STREET

CORRIDOR

G

A

S

G

A

S

G

A

S

G

A

S

CU100

FULLY SPRINKLERED

REVISIONS: DATE

02/29/2012

ARCHITECT/ENGINEERS:CONSULTANTS:

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

SLVHCS

REPLACEMENT MEDICAL CENTER

PROJECT

DATE

LOCATION

CHECKED DRAWN

PROJECT TITLE

DRAWING NUMBERAPPROVED: PROJECT DIRECTOR

DRAWING TITLE

NEW ORLEANS, LOUISIANA

B

A

D

C

E

VA FORM 08-6231

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CONSTRUCTION DOCUMENTS 1

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WP_08

DOCUMENT SET PACKAGE

DESMAN ASSOCIATES / PARKING

CODE CONSULTANTS, INC. / CODE CONSULTANT

THE SEXTANT GROUP / AV & ACOUSTICAL

HAMMER DESIGN ASSOCIATES / FOOD SERVICE

PYBURN & ODOM / ABATEMENT

TATA & HOWARD/ TANK CONSULTANT

SCHRENK & PETERSON CONSULTING ENGINEERS / CIVIL

KORDA/NEMETH ENGINEERING / STRUCTURAL

BR+A CONSULTING ENGINEERS / MECH, ELECT, PLUMBING, LOW VOLTAGE

ARCHITECTURAL ENGINEERING / PLUMBING

SCALES ASSOCIATES / FIRE PROTECTION

629-HS2-401

PROJECT NUMBER BUILDING NUMBER

PROFESSIONAL ENGINEER

A

E

RYAN M. FLANAGAN

C

E

IVI

IN G N E

ST

License. No. 30577

EAT

FO UOL SI I

R

AN

L

GNIIN

UTILITY PLAN AREAS

1" = 60'

SCALE:

RFI:01275 - 12" pipe to be used in lieu of 15".

-6.17

1.66%

-6.24

-5.08

RFI:01308 -

Pipe Elevation Changes

THE ELECTRICAL DUCTBANK ON THIS PAGE HAS

BEEN MODIFIED. PLEASE REFER TO THE

COORDINATED SITE ELECTRICAL DRAWING FOR

DETAILS.

SEE RFI 4099.1: MOVE DRAIN

LINE AND STRUCTURE NORTH

TO LINE UP WITH DRAIN LINE

COMING OUT OF D&T

THE ELECTRICAL DUCTBANK ON THIS PAGE HAS BEEN

MODIFIED. PLEASE REFER TO THE COORDINATED SITE

ELECTRICAL DRAWING FOR DETAILS.

1/4" per ft.

RFI 07580: Tie in using Contech supplied fitting. Reducing in-line wye required.

R F

I 0

-7.67

-2.00%

-8.03

-1 .6

4%

-9.69 NE

-5 .7

2%

RFI:02510-UG Waste Line Conflict s Causing Piping to be lowered as indicated.

RFI 02437: Adds piping for canopy roof drain

THE ELECTRICAL DUCTBANK ON THIS PAGE HAS BEEN

MODIFIED. PLEASE REFER TO THE COORDINATED SITE

ELECTRICAL DRAWING FOR DETAILS.

.0 ft

28.000 ft

6.

ft

11.500 ft

SE

RFI 01264:

INV CLARIFICATIONS

RFI:02056 - UG Piping Elevation Revision

RFI 02450: Inverts Adjusted to Coordinate with Site Elec Duct Bank

RFI 02480 adjusted many inverts in this region following an elevation bust during construction

THE ELECTRICAL DUCTBANK ON THIS PAGE HAS BEEN

MODIFIED. PLEASE REFER TO THE COORDINATED SITE

ELECTRICAL DRAWING FOR DETAILS.

RFI 06516: Through coordination process storm piping was routed out East side of building. See attached sketch for rerouting plan to manhole tie in.

RFI 06516.1: Approved manhole tie-in

Add New Storm Man Hole RFI 06516.1

Modify existing manhole to accept larger pipe at lower invert elevation See Sketch RFI 06516.1

Modified Storm Line RFI 06516.1

OUTPATIENT

10 - BULLETIN 013

3 - ADDENDUM 3 - POST BID

CU112

FULLY SPRINKLERED

REVISIONS: DATE

02/29/2012

ARCHITECT/ENGINEERS:CONSULTANTS:

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

SLVHCS

REPLACEMENT MEDICAL CENTER

PROJECT

DATE

LOCATION

CHECKED DRAWN

PROJECT TITLE

DRAWING NUMBERAPPROVED: PROJECT DIRECTOR

DRAWING TITLE

NEW ORLEANS, LOUISIANA

B

A

D

C

E

VA FORM 08-6231

O N

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CMJ ML

PLAN

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CONSTRUCTION DOCUMENTS 1

123456

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DOCUMENT SET PACKAGE

DESMAN ASSOCIATES / PARKING

CODE CONSULTANTS, INC. / CODE CONSULTANT

THE SEXTANT GROUP / AV & ACOUSTICAL

HAMMER DESIGN ASSOCIATES / FOOD SERVICE

PYBURN & ODOM / ABATEMENT

TATA & HOWARD/ TANK CONSULTANT

SCHRENK & PETERSON CONSULTING ENGINEERS / CIVIL

KORDA/NEMETH ENGINEERING / STRUCTURAL

BR+A CONSULTING ENGINEERS / MECH, ELECT, PLUMBING, LOW VOLTAGE

ARCHITECTURAL ENGINEERING / PLUMBING

SCALES ASSOCIATES / FIRE PROTECTION

629-HS2-401

PROJECT NUMBER BUILDING NUMBER

PROFESSIONAL ENGINEER

A

E

RYAN M. FLANAGAN

C

E

IVI

IN G N E

ST

License. No. 30577

EAT

FO UOL SI I

R

AN

L

GNIIN

1" = 10'

SCALE:

OVERALL UTILITY PLAN

KEY PLAN

1" = 10'

SCALE:

RFI 02087: Drainage Revised to coordinate with Bldg 3 Pilecaps

THE ELECTRICAL DUCTBANK ON THIS PAGE HAS BEEN

MODIFIED. PLEASE REFER TO THE COORDINATED SITE

ELECTRICAL DRAWING FOR DETAILS.

RFI #06860:

SHIFTED DRAIN LINE

NORTH TO MISS PILE CAPS.

RFI #07254:

ACTUAL LOCATION OF

WATER LINE CONFLICTS

WITH PILE CAP.

FOUNDATION IS TO BE

MODIFIED TO 3'8" DEEP

WITH A VOID FORM OVER

THE WATER LINE.

RFI #07972:

REPLACE THE 10"

RAINGARDEN BASINS WITH

INLINE TEES.

RFI 01549: Sewer Connection to Shotgun Houses

RFI 01786: Pipe and DI's Deleted

RFI 02898: Clarifies (4) 2-1/2" conduit for electrical and (8) 3" conduit for tele/data

THE ELECTRICAL DUCTBANK ON THIS PAGE HAS BEEN

MODIFIED. PLEASE REFER TO THE COORDINATED SITE

ELECTRICAL DRAWING FOR DETAILS.

RFI 03613: Confirming only 3" Clearance between electrical conduit and telecommunication conduit is acceptable

RFI 03722: RELOCATE FIRE

HYDRANT OUT OF TREE

LINE.

RFI 02897: clarifies fire alarm conduit to be routed in electrical duct bank

YD (4.00)

YD (3.50)

RFI 07949:

10" DRAIN PIPES ADDED

RFI #07949 CIVIL NOTES

- PROVIDE 10" PIPE

- 2' MINIMUM COVER OVER PIPE

- SLOPE AT 0.33% MIN.

- PROVIDE 10" INLINE DRAIN PER 3/CI506

-CONNECT NEW 10" PIPE TO EXISTING MAIN USING

EITHER A WYE OF INSERTA-TEE. SEE INDIVIDUAL

LOCATIONS FOR REQUIREMENTS.

- PROVIDE 18" MINIMUM CLEARANCE BETWEEN

EXISTING WATER LINE AND NEW DRAIN PIPE

RFI 8710 adjust grading as needed for electrical pull boxes

RFI 07298:

THE SEWER TIEIN IS NOT LOCATED IN THIS

LOCATION AS SHOWN. ALSO, AS CURRENTLY

INSTALLED, THE FLEX CONNECTION DOES NOT FIT

BETWEEN THE VALVE AND THE STRUCTURE. AS

SUCH, THE MANHOLE STRUCTURE CAN BE

OMITTED. A/E PLEASE CONFIRM.

RFI 07298:

ACTUAL SEWER TIEIN LOCATION PER

RFI 02287.2. TIEIN IS TO BE MADE

USING A WYE IN LIEU OF MANHOLE

SHOWN ABOVE.

RFI:02056 - UG Piping and Valve Configuration Revision

RFI 02817: Confirms boring sewer line between trees.RFI 03026: Manhole

Relocated Out of Tree Protection Zone

THE ELECTRICAL DUCTBANK ON THIS PAGE HAS BEEN

MODIFIED. PLEASE REFER TO THE COORDINATED SITE

ELECTRICAL DRAWING FOR DETAILS.

RFI 03603: Accepted Routing of electrical duct bank.

RFI 02287.2:

SHIFT PLUMBING TIE-IN

TO TLR M3 AREA SOUTH

AS SHOWN.

SEE RFI 04481: Clarifies flexible fittings not required on site hydronic piping.

YD (4.15)

YD (4.15)

WYE

WYE

RFI 07949:

10" DRAIN PIPES ADDED

RFI #07949 CIVIL NOTES

- PROVIDE 10" PIPE

- 2' MINIMUM COVER OVER PIPE

- SLOPE AT 0.33% MIN.

- PROVIDE 10" INLINE DRAIN PER 3/CI506

-CONNECT NEW 10" PIPE TO EXISTING MAIN USING

EITHER A WYE OF INSERTA-TEE. SEE INDIVIDUAL

LOCATIONS FOR REQUIREMENTS.

- PROVIDE 18" MINIMUM CLEARANCE BETWEEN

EXISTING WATER LINE AND NEW DRAIN PIPE

SS

SS

S S S

S

SSS

S

S

S S

S

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S S S S S S S

SSSSSS

S

S

S

S

S

S

S

S S S S

S

SSS S S S S S

S

SSSSSS

S

S

S

S

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S S S

S

SS

S

S S

S S S S S S S S S S S S S S S

S

A

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FC

I

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I

PROPERTY LINE

PROPERTY LINE

EXISTING PUMP

STATION

01 02 03

04 05 06

10 12

13 14 15

16 17 18

CANAL ST.

TULANE AVE.

S.

R

O C

H

EB

LA

VE

S T.

S.

G

AL

VE

Z

ST

CHAPEL GARDEN

VETERANS' COURTYARD

CANAL ST. ENTRY

CANTEEN COURTYARD

D&T INTERIOR GARDEN

D&T COURTYARD

TL MAIN

ARRIVAL COURT

TL COURTYARD CONCOURSE

COURTYARD

OUTPATIENT COURTYARD

EDUCATION

COURTYARD

SERVICE YARD

BANKS ST. CORRIDOR

MAIN ARRIVAL COURT

CLEVELAND AVE

D&T INTERIOR GARDEN

PAN AM 09

D&T 02 INPATIENT 01

OUTPATIENT 03

STAFF GARAGE

PATIENT

GARAGE 05

TL 06

RESEARCH 08

CEP 07

DATE

LOCATION

CHECKED DRAWN

PROJECT TITLE PROJECT NUMBER

DOCUMENT SET PACKAGE

DRAWING NUMBERAPPROVED: PROJECT DIRECTOR

DRAWING TITLEARCHITECT/ENGINEERS:CONSULTANTS:

REVISIONS: DATE

B

A

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C

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VA FORM 08-6231

O N

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G H

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C H

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FO

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123456

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6"

SITE AREA

NEW ORLEANS, LOUISIANA

1" = 60'-0"

L020

SITE PLAN AREAS

JW NGFebruary 29, 2012

CONSTRUCTION DOCUMENTS 1

629-HS2-401SLVHCS REPLACEMENT MEDICAL

CENTER PROJECT

SCHRENK & PETERSON CONSULTING ENGINEERS / CIVIL

KORDA/NEMETH ENGINEERING / STRUCTURAL

BR+A CONSULTING ENGINEERS / MECH, ELECT, PLUMBING, LOW VOLTAGE

ARCHITECTURAL ENGINEERING / PLUMBING

SCALES ASSOCIATES / FIRE PROTECTION

COMMUNICATIONS DESIGN GROUP / LOW VOLTAGE

DESMAN ASSOCIATES / PARKING

CODE CONSULTANTS, INC. / CODE CONSULTANT

THE SEXTANT GROUP / AV & ACOUSTICAL

HAMMER DESIGN ASSOCIATES / FOOD SERVICE

PYBURN & ODOM / ABATEMENT

TATA & HOWARD / TANK CONSULTANT

Department of Veterans Affairs

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

WP_08

FULLY SPRINKLERED

I.S.C. GROUP, INC. / IRRIGATION

DAN EUSER WATER ARCHITECTURE, INC. / WATER FEATURE

22 Bulletin 106 11/26/13

Untitled Map Write a description for your map.

Legend

90 ft

N

N

Image Landsat / Copernicus

Image Landsat / Copernicus

Image Landsat / Copernicus

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

B

C

D

E

F

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

G

HCI

M NI

HCAL

3N o. 470

ST

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

As-Built Documents 12/19/22

AutoCAD SHX Text