2.3 - Drawings 03 of 17 - 00-CG-001 to CJ-A102.pdf

SYMBOL LEGEND ABBREVIATION LIST

PROJECT NO.

BUILDING NO.

DRAWING NO.

PROJECT TITLE

FLS

ISSUE DATE CHECKED BY DRAWN BY

DRAWING TITLE

APPROVED:

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PHASEARCHITECT/ENGINEER OF RECORD

321 4 5 6 7 8 9 10

STAMP

LOCATION

1/ 2'

3' 0'

1'

1/ 2' 0'

1' 4'

4' 8'

8' 8'

4' 2'

2'

1/ 8' 0'

1/ 0'

1/ 4' 0'

1' 2'

1' 1/ 2'

2'

1' 0'

3/ 8' 0'

1'

2' 4'

1/

2' 0'

1/ 2'

1' 3'

6' 0'

1/ 4"

1/ 2"

3/ 0'

8'

4' 4'

Fi le

P at h

Revisions: Date:

10% BASIS OF DESIGN 07.08.2022 CONSULTANT

CONSULTANT:

GDM of Oregon

1000 W. STEUBEN ST., UNIT 3

BINGEN, WA 98605

P: 541.426.4723

ADAM GODDIN, PE

WWW.GDM-AE.COM

FOR OFFICIAL USE ONLY (FOUO)

04-25-2023

FULLY

SPRINKLERED

PROGRAM

CONTRACTING

ACTIVITY

CENTRAL (PCAC)

100% FINAL BID

DOCUMENTS

VA NEW ORLEANS (EHRM) ELECTRONIC

HEALTH RECORD MODERNIZATION

INFRASTRUCTURE UPGRADES

2400 CANAL STREET, NEW ORLEANS, LA 70119

629-22-700

35% SCHEMATIC DESIGN 11.10.2022

65% DESIGN DEVELOPMENT 01.13.2023

95% CONSTRUCTION DOCUMENTS 03.17.2023

100% FINAL BID DOCUMENTS 04.25.2023

BT DT

GENERAL NOTES

00-CG-001

AutoCAD SHX Text I. GENERAL NOTES: GENERAL NOTES: A. THE FOLLOWING PROVISIONS ARE TO BE USED IN CONJUNCTION WITH VA SPECIAL PROVISIONS, VA SPECIFICATIONS, LOUISIANA DEPARTMENT OF TRANSPORTATION (LaDOT) STANDARD SPECFICIATIONS AND ALL OTHER APPLICABLE THE FOLLOWING PROVISIONS ARE TO BE USED IN CONJUNCTION WITH VA SPECIAL PROVISIONS, VA SPECIFICATIONS, LOUISIANA DEPARTMENT OF TRANSPORTATION (LaDOT) STANDARD SPECFICIATIONS AND ALL OTHER APPLICABLE JURISDICTIONS. B. ANY REVISIONS TO THESE PLANS MUST BE REVIEWED AND APPROVED BY THE CONTRACTING OFFICER'S REPRESENTATIVE (COR). ANY REVISIONS TO THESE PLANS MUST BE REVIEWED AND APPROVED BY THE CONTRACTING OFFICER'S REPRESENTATIVE (COR). C. CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH THE PROJECT SITE AND BRING ANY DISCREPANCIES TO THE ATTENTION OF THE COR PRIOR TO UNDERTAKING OF THE AFFECTED WORK. CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH THE PROJECT SITE AND BRING ANY DISCREPANCIES TO THE ATTENTION OF THE COR PRIOR TO UNDERTAKING OF THE AFFECTED WORK. D. ANY DISCREPANCIES IN THESE DRAWINGS, SPECIFICATIONS, NOTES, AND THE SITE CONDITIONS SHALL BE REPORTED TO THE COR, WHO SHALL CORRECT SUCH DISCREPANCIES IN WRITING AFTER THOROUGHLY REVIEWING ANY CHANGES. ANY DISCREPANCIES IN THESE DRAWINGS, SPECIFICATIONS, NOTES, AND THE SITE CONDITIONS SHALL BE REPORTED TO THE COR, WHO SHALL CORRECT SUCH DISCREPANCIES IN WRITING AFTER THOROUGHLY REVIEWING ANY CHANGES. ANY WORK DONE BY THE CONTRACTOR AFTER THE DISCOVERY OF SUCH DISCREPANCIES SHALL BE DONE AT THE CONTRACTOR'S RISK. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK. IN CASE OF DIFFERENCE BETWEEN DRAWINGS AND SPECIFICATIONS, THE SPECIFICATIONS SHALL GOVERN, PER FAR 52.236-21. E. A PRE-CONSTRUCTION MEETING SHALL BE HELD AT THE SITE WITH THE CONTRACTOR, COR, AND ALL APPLICABLE INSPECTORS PRIOR TO BEGINNING WORK. A PRE-CONSTRUCTION MEETING SHALL BE HELD AT THE SITE WITH THE CONTRACTOR, COR, AND ALL APPLICABLE INSPECTORS PRIOR TO BEGINNING WORK. F. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL GIVE TIMELY NOTIFICATION TO ALL UTILITY COMPANIES WITH FACILITIES IN THE AREA. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL GIVE TIMELY NOTIFICATION TO ALL UTILITY COMPANIES WITH FACILITIES IN THE AREA. G. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO SAFEGUARD ALL EXISTING STRUCTURES, UTILITIES, LANDSCAPING, AND SURVEY MARKERS. PROVIDE FALSEWORK, SHORING, UNDERPINNING, AND INCLONOMETERS AS IS THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO SAFEGUARD ALL EXISTING STRUCTURES, UTILITIES, LANDSCAPING, AND SURVEY MARKERS. PROVIDE FALSEWORK, SHORING, UNDERPINNING, AND INCLONOMETERS AS IS REQUIRED TO PERFORM THE WORK. H. ALL CONSTRUCTION SHALL BE DONE IN A SAFE MANNER AND IN STRICT COMPLIANCE WITH ALL REQUIREMENTS OF FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970, AND ALL STATE AND LOCAL SAFETY CODES WHERE ALL CONSTRUCTION SHALL BE DONE IN A SAFE MANNER AND IN STRICT COMPLIANCE WITH ALL REQUIREMENTS OF FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970, AND ALL STATE AND LOCAL SAFETY CODES WHERE APPLICABLE. I. THE CONTRACTOR IS TO PROVIDE LOCATES AS IS NEEDED TO PERFORM THE WORK. THE CONTRACTOR IS TO PROVIDE LOCATES AS IS NEEDED TO PERFORM THE WORK. J. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE (COR) AT LEAST 24 HOURS PRIOR TO CONSTRUCTION OF ITEMS REQUIRING INSPECTIONS. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE (COR) AT LEAST 24 HOURS PRIOR TO CONSTRUCTION OF ITEMS REQUIRING INSPECTIONS. K. PRIOR TO CONSTRUCTION OR INSTALLATION, SHOP DRAWINGS SHALL BE SUBMITTED TO AND APPROVED BY THE COR. FOR ANY MATERIALS OR STRUCTURES PROPOSED. PRIOR TO CONSTRUCTION OR INSTALLATION, SHOP DRAWINGS SHALL BE SUBMITTED TO AND APPROVED BY THE COR. FOR ANY MATERIALS OR STRUCTURES PROPOSED. L. THE EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON EXISTING RECORD DRAWINGS AND ARE NOT GUARANTEED TO BE ACCURATE, NOR ALL INCLUSIVE. THE EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON EXISTING RECORD DRAWINGS AND ARE NOT GUARANTEED TO BE ACCURATE, NOR ALL INCLUSIVE. M. ALL UTILITIES MUST BE VERIFIED PRIOR TO CONSTRUCTION. ALL UTILITIES MUST BE VERIFIED PRIOR TO CONSTRUCTION. N. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT, IN PLACE, ALL UTILITIES AND/OR STRUCTURES WHETHER SHOWN OR NOT SHOWN ON THIS PLAN. PROVIDE FALSEWORK AS IS REQUIRED TO TEMPORARILY SUPPORT ALL IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT, IN PLACE, ALL UTILITIES AND/OR STRUCTURES WHETHER SHOWN OR NOT SHOWN ON THIS PLAN. PROVIDE FALSEWORK AS IS REQUIRED TO TEMPORARILY SUPPORT ALL MATERIAL. DAMAGE DUE TO THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. O. DO NOT CUT OR DAMAGE EXISTING UTILITIES, STRUCTURAL MEMBERS, OR BUILDING FOUNDATIONS. HAND EXCAVATE IN LOCATIONS WHERE EXISTING UTILITIES ARE SUBJECT TO DAMAGE. DO NOT CUT OR DAMAGE EXISTING UTILITIES, STRUCTURAL MEMBERS, OR BUILDING FOUNDATIONS. HAND EXCAVATE IN LOCATIONS WHERE EXISTING UTILITIES ARE SUBJECT TO DAMAGE. P. CONTRACTOR SHALL USE DYED CONCRETE FOR CONCRETE ENCASED CONDUITS. DYE COLOR WAYS SHALL FOLLOW APWA UNIFORM COLOR CODE FOR MARKING UNDERGROUND FACILITIES. CONTRACTOR SHALL USE DYED CONCRETE FOR CONCRETE ENCASED CONDUITS. DYE COLOR WAYS SHALL FOLLOW APWA UNIFORM COLOR CODE FOR MARKING UNDERGROUND FACILITIES. II. ADDITIONAL PERMITS ADDITIONAL PERMITS A. VA SPECIFIC PERMITS MAY BE REQUIRED FOR ON-SITE WORK INCLUDING ALL RETAINING WALLS, GRADING, AND EROSION CONTROL. ADHERENCE TO ALL CONDITIONS OF THESE PERMITS IS REQUIRED AS A PART OF THIS PLAN. VA SPECIFIC PERMITS MAY BE REQUIRED FOR ON-SITE WORK INCLUDING ALL RETAINING WALLS, GRADING, AND EROSION CONTROL. ADHERENCE TO ALL CONDITIONS OF THESE PERMITS IS REQUIRED AS A PART OF THIS PLAN. COORDINATE WITH COR. B. VA SPECIFIC PERMITS MAY BE REQUIRED FOR SIDEWALK INSTALLATION AS WELL AS CURB AND GUTTER REMOVAL AND DRIVEWAY CONSTRUCTION WHEN CONSTRUCTED AT BUILDING PERMIT STAGE. COORDINATE WITH C.O.R. VA SPECIFIC PERMITS MAY BE REQUIRED FOR SIDEWALK INSTALLATION AS WELL AS CURB AND GUTTER REMOVAL AND DRIVEWAY CONSTRUCTION WHEN CONSTRUCTED AT BUILDING PERMIT STAGE. COORDINATE WITH C.O.R. C. CONTRACTOR IS RESPONSIBLE FOR OBTAINING APPROVAL FOR ANY CONSTRUCTION PERMIT, VA SPECIFIC PERMITS, ETC. REQUIRED FOR THE SCOPE OF WORK TO BE COMPLETED. CONTRACTOR IS RESPONSIBLE FOR OBTAINING APPROVAL FOR ANY CONSTRUCTION PERMIT, VA SPECIFIC PERMITS, ETC. REQUIRED FOR THE SCOPE OF WORK TO BE COMPLETED. III. EROSION CONTROL NOTES EROSION CONTROL NOTES A. WHEN CONSTRUCTION OPERATIONS ARE SUCH THAT DEBRIS FROM THE WORK IS DEPOSITED ON THE STREETS, THE CONTRACTOR SHALL IMMEDIATELY REMOVE ANY DEPOSITS OR DEBRIS WHICH MAY ACCUMULATE ON THE ROADWAY WHEN CONSTRUCTION OPERATIONS ARE SUCH THAT DEBRIS FROM THE WORK IS DEPOSITED ON THE STREETS, THE CONTRACTOR SHALL IMMEDIATELY REMOVE ANY DEPOSITS OR DEBRIS WHICH MAY ACCUMULATE ON THE ROADWAY SURFACE. IF THE CONTRACTOR FAILS TO KEEP THE STREETS FREE FROM DEPOSITS AND DEBRIS RESULTING FROM THE WORK, THE CONTRACTOR SHALL, UPON ORDER OF THE COR, PROVIDE FACILITIES FOR, AND REMOVE ALL CLAY, DIRT, OR OTHER DEPOSITS FROM THE TIRES OR BETWEEN WHEELS BEFORE TRUCKS OR OTHER EQUIPMENT WILL BE ALLOWED TO TRAVEL OVER PAVED STREETS. SHOULD THE CONTRACTOR FAIL OR REFUSE TO CLEAN THE STREETS IN QUESTION, OR THE TRUCKS OR EQUIPMENT IN QUESTION, COR MAY ORDER THE WORK SUSPENDED AT THE CONTRACTORS RISK UNTIL COMPLIANCE WITH THE CONTRACTOR'S OBLIGATIONS IS ASSURED, OR THE COR MAY ORDER THE STREETS IN QUESTION CLEANED BY OTHERS AND SUCH COSTS INCURRED IN ACHIEVING COMPLIANCE WITH THESE REQUIREMENTS, INCLUDING CLEANING OF THE STREETS, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. B. THE CONTRACTOR SHALL PROTECT EXISTING DRAINAGE STRUCTURES USING ACCEPTABLE METHODS AND MATERIALS AS SHOWN IN THE CONSTRUCTION DOCUMENTS. IF THE METHODS AND MATERIALS AS SHOWN ON THE PLAN ARE NOT THE CONTRACTOR SHALL PROTECT EXISTING DRAINAGE STRUCTURES USING ACCEPTABLE METHODS AND MATERIALS AS SHOWN IN THE CONSTRUCTION DOCUMENTS. IF THE METHODS AND MATERIALS AS SHOWN ON THE PLAN ARE NOT ADEQUATE, THE COR MAY REQUIRE ADDITIONAL/ALTERNATIVE METHODS FOR EROSION CONTROL AND/OR PROTECTION OF EXISTING DRAINAGE STRUCTURES. ANY DAMAGE CAUSED TO THE STORMWATER SYSTEM AS A RESULT OF THE WORK OUTLINED ON THIS PLAN SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. RESOLVING SAID DAMAGE MAY INCLUDE, BUT NOT BE LIMITED TO, THE CLEANING OF THE DRAINAGE SYSTEM IN QUESTION BY THE CONTRACTOR. C. WATERING PROVISIONS WHEN APPLICABLE MUST BE IN PLACE TO PREVENT DUST FROM BECOMING AIR BORNE. VIOLATION OF THIS CONDITION WILL RESULT IN A STOP WORK ORDER UNTIL CORRECTED. WATERING PROVISIONS WHEN APPLICABLE MUST BE IN PLACE TO PREVENT DUST FROM BECOMING AIR BORNE. VIOLATION OF THIS CONDITION WILL RESULT IN A STOP WORK ORDER UNTIL CORRECTED. D. FILL THAT WILL SUPPORT A STREET SECTION OR OTHER STRUCTURES SHALL BE PLACED UNDER THE INSPECTION OF A STATE LICENSED GEOTECHNICAL ENGINEER HIRED BY THE GENERAL CONTRACTOR. SOIL TO BE PLACED SHALL BE FILL THAT WILL SUPPORT A STREET SECTION OR OTHER STRUCTURES SHALL BE PLACED UNDER THE INSPECTION OF A STATE LICENSED GEOTECHNICAL ENGINEER HIRED BY THE GENERAL CONTRACTOR. SOIL TO BE PLACED SHALL BE TESTED AND COMPACTED TO 95% OF ITS MAXIMUM DENSITY. ENGINEER SHALL DOCUMENT EXISTING SITE CONDITIONS, SOIL AND ITS PLACEMENT AND ALLOWABLE BEARING CAPACITY SUBMITTED. E. A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IS NOT REQUIRED FOR THIS PROJECT. A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IS NOT REQUIRED FOR THIS PROJECT. IV. EROSION CONTROL MEASURES EROSION CONTROL MEASURES A. MINIMUM EROSION CONTROL MEASURES SHALL INCLUDE: MINIMUM EROSION CONTROL MEASURES SHALL INCLUDE: 1. CONSTRUCTION ENTRANCE (WHEN APPLICABLE) CONSTRUCTION ENTRANCE (WHEN APPLICABLE) 2. PERIMETER EROSION/SEDIMENTATION CONTROL PERIMETER EROSION/SEDIMENTATION CONTROL 3. PROTECTION OF CATCH BASINS PROTECTION OF CATCH BASINS 4. STABILIZATION OF EXPOSED SOILS STABILIZATION OF EXPOSED SOILS B. ALL EROSION CONTROL SHALL BE IN PLACE PRIOR TO CLEARING. THE CONTRACTOR SHALL CALL THE COR FOR INITIAL EROSION CONTROL INSPECTION PRIOR TO START OF WORK, AS DESCRIBED BELOW. ALL EROSION CONTROL SHALL BE IN PLACE PRIOR TO CLEARING. THE CONTRACTOR SHALL CALL THE COR FOR INITIAL EROSION CONTROL INSPECTION PRIOR TO START OF WORK, AS DESCRIBED BELOW. C. EROSION CONTROL MEASURES SHALL BE MAINTAINED AT ALL TIMES TO THE APPROVAL OF THE COR. EROSION CONTROL MEASURES SHALL BE MAINTAINED AT ALL TIMES TO THE APPROVAL OF THE COR. D. CALL FOR INSPECTION UPON COMPLETION OF: CALL FOR INSPECTION UPON COMPLETION OF: 1. STAKING OF CLEARING LIMITS STAKING OF CLEARING LIMITS 2. INSTALLATION OF EROSION CONTROL AND PRIOR TO SITE GRADING INSTALLATION OF EROSION CONTROL AND PRIOR TO SITE GRADING 3. PRIOR TO REMOVAL OF EROSION CONTROL DEVICES PRIOR TO REMOVAL OF EROSION CONTROL DEVICES E. ALL MATERIAL REMOVED FROM SITE SHALL BE PLACED ONLY AT A PERMITTED SITE. VERIFY LOCATION OF DESTINATION OF MATERIAL PRIOR TO EXPORTATION. ALL MATERIAL REMOVED FROM SITE SHALL BE PLACED ONLY AT A PERMITTED SITE. VERIFY LOCATION OF DESTINATION OF MATERIAL PRIOR TO EXPORTATION. F. OFFSITE TRAFFIC CONTROL PROVISIONS AS APPROVED BY THE CITY TRAFFIC ENGINEER SHALL BE ADHERED TO AT ALL TIMES. OFFSITE TRAFFIC CONTROL PROVISIONS AS APPROVED BY THE CITY TRAFFIC ENGINEER SHALL BE ADHERED TO AT ALL TIMES. G. TREES TO BE REMOVED SHALL BE CLEARLY MARKED FOR REMOVAL. TREES TO BE SAVED SHALL BE FENCED WITH BARRICADE FENCE AT THE DRIP LINE (OUTER EDGE OF TREE BRANCHES) TO KEEP CONSTRUCTION VEHICLES FROM TREES TO BE REMOVED SHALL BE CLEARLY MARKED FOR REMOVAL. TREES TO BE SAVED SHALL BE FENCED WITH BARRICADE FENCE AT THE DRIP LINE (OUTER EDGE OF TREE BRANCHES) TO KEEP CONSTRUCTION VEHICLES FROM COMPACTING ROOT ZONE AND KILLING TREES. THIS FENCING SHALL BE MAINTAINED UNTIL CONSTRUCTION ENDS. H. SOME VEGETATION, TREES, AND PLANTS MAY BE HISTORICAL IN NATURE AND WILL REQUIRE SPECIAL PERMITS AND SPECIAL PROTECTION WITH TEMPORARY WATERING AT THE RESPONSIBILITY OF THE CONTRACTOR. SOME VEGETATION, TREES, AND PLANTS MAY BE HISTORICAL IN NATURE AND WILL REQUIRE SPECIAL PERMITS AND SPECIAL PROTECTION WITH TEMPORARY WATERING AT THE RESPONSIBILITY OF THE CONTRACTOR. V. EARTHWORK AND COMPACTION EARTHWORK AND COMPACTION A. ALL ORGANIC AND OTHER UNSUITABLE MATERIAL SHALL BE REMOVED UNDER AREAS TO BE PAVED AND FOR THE FULL WIDTH OF THE RIGHT-OF-WAY. ALL ORGANIC AND OTHER UNSUITABLE MATERIAL SHALL BE REMOVED UNDER AREAS TO BE PAVED AND FOR THE FULL WIDTH OF THE RIGHT-OF-WAY. B. SUITABLE UTILITY TRENCH BACKFILL SHALL BE USED AND COMPACTED AS DIRECTED BY THE COR. BACKFILL IN ACCORDANCE WITH THE LOUISIANA DEPARTMENT OF TRANSPORTATION (LaDOT) STANDARD SPECIFICATIONS BOOK AND VA SUITABLE UTILITY TRENCH BACKFILL SHALL BE USED AND COMPACTED AS DIRECTED BY THE COR. BACKFILL IN ACCORDANCE WITH THE LOUISIANA DEPARTMENT OF TRANSPORTATION (LaDOT) STANDARD SPECIFICATIONS BOOK AND VA EARTHWORK SPECIFICATIONS. 1. BEDDING MATERIAL ACCORDING TO LaDOT AND VA SPECIFICATIONS SHALL BE PLACED AT THE BOTTOM OF THE TRENCH. BEDDING MATERIAL ACCORDING TO LaDOT AND VA SPECIFICATIONS SHALL BE PLACED AT THE BOTTOM OF THE TRENCH. 2. WHERE BACKFILLING A UTILITY TRENCH, PLACE BACKFILL EQUALLY ON OPPOSITE SIDES OF THE PIPE AT THE SAME TIME AND IN LAYERS, THE FIRST LAYER SHALL COME UP TO THE HALF THE DIAMETER OF THE PIPE AND THEN NO WHERE BACKFILLING A UTILITY TRENCH, PLACE BACKFILL EQUALLY ON OPPOSITE SIDES OF THE PIPE AT THE SAME TIME AND IN LAYERS, THE FIRST LAYER SHALL COME UP TO THE HALF THE DIAMETER OF THE PIPE AND THEN NO GREATER THAN 8 INCHES DEEP FROM THE TOP OF PIPE ONWARD. 3. ALL TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 98% STANDARD PROCTOR ON THIS PROJECT PER ASTM T-180. TESTING SHALL BE VERIFIED BY GEOTECHNICAL ENGINEER. ALL TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 98% STANDARD PROCTOR ON THIS PROJECT PER ASTM T-180. TESTING SHALL BE VERIFIED BY GEOTECHNICAL ENGINEER. 4. MAINTAIN AT LEAST 3 FEET OF COVER UNLESS TRIMMING FOR FINAL GRADE OR OTHERWISE NOTED ON PLANS OR DETAILS. MAINTAIN AT LEAST 3 FEET OF COVER UNLESS TRIMMING FOR FINAL GRADE OR OTHERWISE NOTED ON PLANS OR DETAILS. 5. MAINTAIN THE LINE AND GRADE OF THE PIPE DURING THE BACKFILLING OPERATION. MAINTAIN THE LINE AND GRADE OF THE PIPE DURING THE BACKFILLING OPERATION. C. EXISTING TREE REMOVAL, RELOCATION, MITIGATION SHALL BE COORDINATED WITH THE LANDSCAPE ARCHITECT AND/OR ARBORIST. EXISTING TREE REMOVAL, RELOCATION, MITIGATION SHALL BE COORDINATED WITH THE LANDSCAPE ARCHITECT AND/OR ARBORIST. D. IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR FEET OR MORE IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF 29 CFR 1926 SUBPART P, IT SHALL BE SHORED AND CRIBBED. ALL TRENCH SAFETY IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR FEET OR MORE IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF 29 CFR 1926 SUBPART P, IT SHALL BE SHORED AND CRIBBED. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF OSHA AND VA SAFETY REQUIREMENTS SECTION 01-35-26. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR ALL WORKER SAFETY. THE DESIGNER AND/OR ENGINEER OF RECORD, NOR THE VA ASSUMES ANY RESPONSIBILITY. E. VERTICAL STANDPIPES SHALL BE INSTALLED AT JOINTS AND FITTINGS TO ALLOW SURVEYOR TO COLLECT ASBUILT DATA WHEN TRENCH MUST BE BACKFILLED PRIOR TO SURVEYOR VISIT. VERTICAL STANDPIPES SHALL BE INSTALLED AT JOINTS AND FITTINGS TO ALLOW SURVEYOR TO COLLECT ASBUILT DATA WHEN TRENCH MUST BE BACKFILLED PRIOR TO SURVEYOR VISIT. F. CONTRACTOR SHALL RECEIVE VERBAL OR WRITTEN APPROVAL TO BACKFILL TRENCH FROM COR PRIOR OT DOING SO. IF TRENCH MUST BE BACKFILLED PRIOR TO APPROVAL BY COR, CONTRACTOR IS AT RISK TO ECAVATE ANY PORTION CONTRACTOR SHALL RECEIVE VERBAL OR WRITTEN APPROVAL TO BACKFILL TRENCH FROM COR PRIOR OT DOING SO. IF TRENCH MUST BE BACKFILLED PRIOR TO APPROVAL BY COR, CONTRACTOR IS AT RISK TO ECAVATE ANY PORTION OF THE TRENCH FOR VISUAL INSPECTION. VI. PAVING PAVING A. GENERAL: GENERAL: 1. ALL UNDERGROUND UTILITIES SHALL BE COMPLETED PRIOR TO CONSTRUCTION OF AGGREGATE BASE COARSE. ALL UNDERGROUND UTILITIES SHALL BE COMPLETED PRIOR TO CONSTRUCTION OF AGGREGATE BASE COARSE. 2. ALL EXISTING PAVEMENT, CUT OR DAMAGED BY CONSTRUCTION SHALL BE PROPERLY RESTORED AT THE CONTRACTOR'S EXPENSE. ALL EXISTING PAVEMENT, CUT OR DAMAGED BY CONSTRUCTION SHALL BE PROPERLY RESTORED AT THE CONTRACTOR'S EXPENSE. 3. FOR ANY PROPOSED CONNECTIONS OR RESTORATIONS, THE EXISTING EDGE OF PAVEMENT SHALL BE SAW CUT. FOR ANY PROPOSED CONNECTIONS OR RESTORATIONS, THE EXISTING EDGE OF PAVEMENT SHALL BE SAW CUT. 4. ADDITIONAL REMOVAL AND REPLACEMENT OF PAVEMENT MAY BE REQUIRED TO PROVIDE PROPER TRANSITION/CROWN AS DIRECTED BY COR. ADDITIONAL REMOVAL AND REPLACEMENT OF PAVEMENT MAY BE REQUIRED TO PROVIDE PROPER TRANSITION/CROWN AS DIRECTED BY COR. 5. PAVEMENT RESTORATION SHALL BE CONSTRUCTED IN ACCORDANCE WITH VA TECHNICAL SPECIFICATIONS AND REQUIREMENTS. PAVEMENT RESTORATION SHALL BE CONSTRUCTED IN ACCORDANCE WITH VA TECHNICAL SPECIFICATIONS AND REQUIREMENTS. 6. FINAL RESTORATION LIMITS SHALL BE DETERMINED IN THE FIELD BY COR. FINAL RESTORATION LIMITS SHALL BE DETERMINED IN THE FIELD BY COR. B. MATERIAL: MATERIAL: 1. SUBBASE COURSE SHALL BE 12” TYPE E LIME TREATMENT (9% BY VOLUME) WITH 2 COATS OF LIQUID ASPHALTIC SURFACE TREATMENTS TO SEAL THE LAYER (REFER TO SECTION 304 AND 305 OF THE LaDOT STANDARD SUBBASE COURSE SHALL BE 12” TYPE E LIME TREATMENT (9% BY VOLUME) WITH 2 COATS OF LIQUID ASPHALTIC SURFACE TREATMENTS TO SEAL THE LAYER (REFER TO SECTION 304 AND 305 OF THE LaDOT STANDARD TYPE E LIME TREATMENT (9% BY VOLUME) WITH 2 COATS OF LIQUID ASPHALTIC SURFACE TREATMENTS TO SEAL THE LAYER (REFER TO SECTION 304 AND 305 OF THE LaDOT STANDARD SPECIFICATIONS). 2. BASE COURSE SHALL BE 8.5” MIN CLASS 2 BASE COURSE. (REFER TO SECTION 301 OF THE LaDOT STANDARD SPECIFICATIONS)). BASE COURSE SHALL BE 8.5” MIN CLASS 2 BASE COURSE. (REFER TO SECTION 301 OF THE LaDOT STANDARD SPECIFICATIONS)). MIN CLASS 2 BASE COURSE. (REFER TO SECTION 301 OF THE LaDOT STANDARD SPECIFICATIONS)). 3. ASPHALT SURFACES SHALL MEET SUPERPAVE MIX CRITERIA PER AASHTO M 323 AND SECTION 500 OF THE LaDOT STANDARD SPECIFICATIONS, UNLESS OTHERWISE SPECIFIED ON THE PLANS. THE CONTRACTOR SHALL BE RESPONISBLE ASPHALT SURFACES SHALL MEET SUPERPAVE MIX CRITERIA PER AASHTO M 323 AND SECTION 500 OF THE LaDOT STANDARD SPECIFICATIONS, UNLESS OTHERWISE SPECIFIED ON THE PLANS. THE CONTRACTOR SHALL BE RESPONISBLE FOR COLLECTING ALL TACK, PRIME, APSHALT, AND CONCRETE TICKETS AND SUBMITTING THEM TO THE ENGINEER OF RECORD PRIOR TO PROJECT CLOSEOUT. C. INSTALLATION: INSTALLATION: 1. SPREAD THE SUBBASE MATERIAL EVENLY AND COMPACT TO AT LEAST 95% OF THE MAXIMUM UNIT WEIGHT, AT A LESS-THAN-OPTIMUM MOISTURE CONTENT, FOR ITS ENTIRE THICKNESS. PLACE THE SUBBASE IN LAYERS NO GREATER SPREAD THE SUBBASE MATERIAL EVENLY AND COMPACT TO AT LEAST 95% OF THE MAXIMUM UNIT WEIGHT, AT A LESS-THAN-OPTIMUM MOISTURE CONTENT, FOR ITS ENTIRE THICKNESS. PLACE THE SUBBASE IN LAYERS NO GREATER THAN 18 INCHES. WHERE THE REQUIRED DEPTH IS MORE THAN 18 INCHES, PLACE THE MATERIAL IN LAYERS OF EQUAL THICKNESS. CONSTRUCT THE SUBBASE TO PLAN GRADE WITHIN A TOLERANCE OF PLUS 1 INCH. DO NOT PLACE SUBBASE ON FROZEN, SOFT, UNSTABLE, OR RUTTED SUBGRADE. IF SUBBASE MATERIAL BECOMES MIXED WITH SUBGRADE MATERIAL, REMOVE, DISPOSE OF, AND REPLACE THE SUBBASE MATERIAL AT NO ADDITIONAL COST TO THE CLIENT. 2. COMPACT THE AGGREGATE LAYERS TO A UNIFORM THICKNESS, NO LESS THAN 3 INCHES AND NO GREATER THAN 8 INCHES. IF PLACING AGGREGATE BASE IN A LAYER LESS THAN 3 INCHES, BLEND THE NEW AGGREGATE BASE COMPACT THE AGGREGATE LAYERS TO A UNIFORM THICKNESS, NO LESS THAN 3 INCHES AND NO GREATER THAN 8 INCHES. IF PLACING AGGREGATE BASE IN A LAYER LESS THAN 3 INCHES, BLEND THE NEW AGGREGATE BASE MATERIAL WITH THE LAYER BELOW TO ENSURE A TOTAL OF 6 INCHES. BLENDING MUST BE PERFORMED TO ENSURE THAT THE NEW AGGREGATE BASE MATERIAL IS UNIFORMLY MIXED WITH THE LAYER BELOW. COMPACT EACH LAYER OF AGGREGATE BASE TO AT LEAST 98% OF THE MAXIMUM UNIT WEIGHT AT A MOISTURE CONTENT NO GREATER THAN OPTIMUM FOR AGGREGATE BASE UNDER HOT MIX ASPHALT (HMA) PAVEMENT. COMPACT EACH LAYER OF AGGREGATE BASE TO AT LEAST 95% OF THE MAXIMUM UNIT WEIGHT AT A MOISTURE CONTENT NO GREATER THAN OPTIMUM FOR AGGREGATE BASE UNDER CONCRETE PAVEMENT. 3. INSTALLATION OF THE WEARING SURFACE SHALL CONFORM WITH THE REQUIREMENTS OF THE V.A. AND THE LaDOT SECTION 502.07 STANDARD SPECIFICATIONS. INSTALLATION OF THE WEARING SURFACE SHALL CONFORM WITH THE REQUIREMENTS OF THE V.A. AND THE LaDOT SECTION 502.07 STANDARD SPECIFICATIONS. D. HMA WEATHER LIMITATIONS. HMA WEATHER LIMITATIONS. 1. PLACE HMA IN ACCORDANCE WITH THE FOLLOWING RESTRICTIONS: PLACE HMA IN ACCORDANCE WITH THE FOLLOWING RESTRICTIONS: a) DO NOT PLACE HMA OR APPLY BOND COAT WHEN MOISTURE ON THE EXISTING SURFACE PREVENTS CURING. DO NOT PLACE HMA OR APPLY BOND COAT WHEN MOISTURE ON THE EXISTING SURFACE PREVENTS CURING. b) DO NOT PLACE HMA UNLESS THE TEMPERATURE OF THE SURFACE BEING PAVED IS AT LEAST 50°F FOR WEARING COURSES AND 40°F FOR BASE AND BONDING COURSES. THERE SHALL BE NO FROST ON OR IN THE DO NOT PLACE HMA UNLESS THE TEMPERATURE OF THE SURFACE BEING PAVED IS AT LEAST 50°F FOR WEARING COURSES AND 40°F FOR BASE AND BONDING COURSES. THERE SHALL BE NO FROST ON OR IN THE GROUND OR ON THE SURFACE BEING PAVED, UNLESS OTHERWISE APPROVED BY THE ENGINEER IN WRITING. E. TESTING: TESTING: 1. THE FINISHED SURFACE OF THE BASE COURSE AND THAT OF THE WEARING SURFACE SHALL NOT VARY MORE THAN 1/4" FROM THE TEMPLATE. ANY IRREGULARITIES EXCEEDING THIS LIMIT SHALL BE CORRECTED. THE FINISHED SURFACE OF THE BASE COURSE AND THAT OF THE WEARING SURFACE SHALL NOT VARY MORE THAN 1/4" FROM THE TEMPLATE. ANY IRREGULARITIES EXCEEDING THIS LIMIT SHALL BE CORRECTED. 2. DENSITY TESTS SHALL BE TAKEN BY AN INDEPENDENT TESTING LABORATORY, CERTIFIED BY THE STATE OF LOUISANA, WHERE DIRECTED BY THE COR. DENSITY TESTS SHALL BE TAKEN BY AN INDEPENDENT TESTING LABORATORY, CERTIFIED BY THE STATE OF LOUISANA, WHERE DIRECTED BY THE COR. 3. ALL TESTING COSTS (PAVING) SHALL BE PAID FOR BY THE CONTRACTOR. ALL TESTING COSTS (PAVING) SHALL BE PAID FOR BY THE CONTRACTOR. F. PAVEMENT MARKINGS AND SIGNAGE SHALL BE IN ACCORDANCE WITH THE LaDOT SECTION 700 STANDARD SPECIFICATIONS AND THE VA STANDARD SPECIFICATIONS. PAVEMENT MARKINGS AND SIGNAGE SHALL BE IN ACCORDANCE WITH THE LaDOT SECTION 700 STANDARD SPECIFICATIONS AND THE VA STANDARD SPECIFICATIONS. VII. CONCRETE AND FLAT WORK CONCRETE AND FLAT WORK A. CONCRETE SHALL BE IN ACCORDANCE WITH THE LaDOT AND THE VA STANDARD SPECIFICATIONS. CONCRETE SHALL BE IN ACCORDANCE WITH THE LaDOT AND THE VA STANDARD SPECIFICATIONS. B. ALL CONCRETE SHALL BE A MINIMUM OF 3,000 PSI WITHIN 28 DAYS UNLESS OTHERWISE SPECIFIED ON THE PLANS OR DETAILS. ALL CONCRETE SHALL BE A MINIMUM OF 3,000 PSI WITHIN 28 DAYS UNLESS OTHERWISE SPECIFIED ON THE PLANS OR DETAILS. C. THE REMOVAL OF EXISTING CONCRETE SHALL BE SAWCUT AND RUBBLE DISPOSED OF. THE REMOVAL OF EXISTING CONCRETE SHALL BE SAWCUT AND RUBBLE DISPOSED OF. D. ALL SIDEWALKS AND CURB RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FEDERAL ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS) AND THE VA BARRIER FREE DESIGN STANDARDS PG-18-13 REV ALL SIDEWALKS AND CURB RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FEDERAL ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS) AND THE VA BARRIER FREE DESIGN STANDARDS PG-18-13 REV 11-1-2018.CONCRETE TICKETS SHALL BE COLLECTED AND COMPILED BY THE CONTRACTOR AND PRESENT TO THE COR AND ENGINEER PRIOR TO COMPLETION OF THE PROJECT. E. FORMWORK SHALL BE INSPECTED PRIOR TO POURING. FORMWORK SHALL BE INSPECTED PRIOR TO POURING. F. TESTING SHALL CONFORM TO THE LaDOT AND VA STANDARD SPECIFICATIONS. TESTING SHALL CONFORM TO THE LaDOT AND VA STANDARD SPECIFICATIONS. G. FLOWABLE FILL IS NOT PERMITTED FOR CONDUIT ENCASEMENT. ALL CONDUIT ENCASEMENT IS TO ACHIEVE 3000 PSI WITHIN 28 DAYS. FLOWABLE FILL IS NOT PERMITTED FOR CONDUIT ENCASEMENT. ALL CONDUIT ENCASEMENT IS TO ACHIEVE 3000 PSI WITHIN 28 DAYS. H. COLD WEATHER CONCRETE WORK. THE FOLLOWING REQUIREMENTS FOR PLACING CONCRETE SHALL BE IN EFFECT FROM NOVEMBER 1 TO APRIL 1: COLD WEATHER CONCRETE WORK. THE FOLLOWING REQUIREMENTS FOR PLACING CONCRETE SHALL BE IN EFFECT FROM NOVEMBER 1 TO APRIL 1: 1. THE COR SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO ANY CONCRETE PLACEMENT. THE COR SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO ANY CONCRETE PLACEMENT. 2. WEATHER PERMITTING, ALL CONCRETE PLACEMENT SHALL BE COMPLETED NO LATER THAN 2:00 PM EACH DAY. WEATHER PERMITTING, ALL CONCRETE PLACEMENT SHALL BE COMPLETED NO LATER THAN 2:00 PM EACH DAY. 3. WHERE FORMS HAVE BEEN PLACED AND THE SUBGRADE HAS BEEN SUBJECTED TO SEVERE FROST, NO CONCRETE SHALL BE PLACED UNTIL THE GROUND IS COMPLETELY THAWED. AT THAT TIME, THE FORMS SHALL BE ADJUSTED WHERE FORMS HAVE BEEN PLACED AND THE SUBGRADE HAS BEEN SUBJECTED TO SEVERE FROST, NO CONCRETE SHALL BE PLACED UNTIL THE GROUND IS COMPLETELY THAWED. AT THAT TIME, THE FORMS SHALL BE ADJUSTED AND SUBGRADE REPAIRED AS DETERMINED BY THE ENGINEER.

AutoCAD SHX Text VIII. MAINTENANCE OF TRAFFIC MAINTENANCE OF TRAFFIC A. MAINTENANCE OF TRAFFIC PLAN, PROVIDED BY THE CONTRACTOR, SHALL INCLUDE PROVISIONS FOR PEDESTRIAN AND VEHICULAR TRAFFIC. THE FOLLOWING ARE MINIMUM REQUIREMENTS. MAINTENANCE OF TRAFFIC PLAN, PROVIDED BY THE CONTRACTOR, SHALL INCLUDE PROVISIONS FOR PEDESTRIAN AND VEHICULAR TRAFFIC. THE FOLLOWING ARE MINIMUM REQUIREMENTS. 1. THE SAFE WALK ROUTE FOR PEDESTRIANS WITHIN THE VICINITY OF THE CONSTRUCTION ZONE SHALL BE MAINTAINED, IF THE CURRENT WALKING SURFACE CANNOT BE MAINTAINED, THEN A TEMPORARY ROAD-ROCK COLD PATCH 4' THE SAFE WALK ROUTE FOR PEDESTRIANS WITHIN THE VICINITY OF THE CONSTRUCTION ZONE SHALL BE MAINTAINED, IF THE CURRENT WALKING SURFACE CANNOT BE MAINTAINED, THEN A TEMPORARY ROAD-ROCK COLD PATCH 4' WALKWAY SHALL BE CREATED. 2. THE SAFE WALK ROUTE SHALL BE SEPARATED FROM THE CONSTRUCTION ACTIVITY BY THE 4' HIGH ORANGE CONSTRUCTION FENCE FOR THE ENTIRE LENGTH OF THE PROJECT OR THE LENGTH OF THE WALK ROUTE, WHICHEVER IS THE SAFE WALK ROUTE SHALL BE SEPARATED FROM THE CONSTRUCTION ACTIVITY BY THE 4' HIGH ORANGE CONSTRUCTION FENCE FOR THE ENTIRE LENGTH OF THE PROJECT OR THE LENGTH OF THE WALK ROUTE, WHICHEVER IS LESS. 3. HOURS OF OPERATION SHALL BE DESIGNATED PRIOR TO START OF CONSTRUCTION AND ALL CONSTRUCTION EQUIPMENT AROUND ANY DESIGNATED CROSSWALK SHALL CEASE TO OPERATE AFTER HOURS OR DURING TIMES BLOCKS HOURS OF OPERATION SHALL BE DESIGNATED PRIOR TO START OF CONSTRUCTION AND ALL CONSTRUCTION EQUIPMENT AROUND ANY DESIGNATED CROSSWALK SHALL CEASE TO OPERATE AFTER HOURS OR DURING TIMES BLOCKS THAT ARE DESIGNATED PRIOR. 4. ALL CONSTRUCTION EQUIPMENT ADJACENT TO A DESIGNATED WALK ROUTE SHALL CEASE OPERATING UNLESS SATISFACTORILY BARRICADED FROM THE WALK ROUTE. IN THE CASE THAT A DESIGNATED CROSSING OR ANY PORTION OF ALL CONSTRUCTION EQUIPMENT ADJACENT TO A DESIGNATED WALK ROUTE SHALL CEASE OPERATING UNLESS SATISFACTORILY BARRICADED FROM THE WALK ROUTE. IN THE CASE THAT A DESIGNATED CROSSING OR ANY PORTION OF THE DESIGNATED WALK ROUTE CANNOT BE MAINTAINED, THEN THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE PARTIES, A MINIMUM OF TEN (10) WORKING DAYS PRIOR TO CLOSING THAT ROUTE IN ORDER THAT AN ALTERNATE CROSSING/ROUTE CAN BE ESTABLISHED. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL ANY NECESSARY TEMPORARY PAVEMENT, ROAD ROCK, PAVEMENT MARKING AND SIGNAGE AND/OR ANY PEDESTRIAN SIGNALIZATION AND/OR SIGNAL MODIFICATION TO IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL ANY NECESSARY TEMPORARY PAVEMENT, ROAD ROCK, PAVEMENT MARKING AND SIGNAGE AND/OR ANY PEDESTRIAN SIGNALIZATION AND/OR SIGNAL MODIFICATION TO ACCOMMODATE AN EXISTING OR ALTERNATE WALK ROUTE. 6. THE CONTRACTOR SHALL IS RESPONSIBLE FOR OBTAINING AN APPROVED MAINTENANCE OF TRAFFIC PLAN (MOT). THE CONTRACTOR SHALL IS RESPONSIBLE FOR OBTAINING AN APPROVED MAINTENANCE OF TRAFFIC PLAN (MOT). 7. THE CONTRACTOR SHALL PROVIDE AN EMERGENCY VEHICLE ACCESS PLAN IF ANY ROADS OR ACCESS POINTS ARE PROPOSED TO BE CLOSED. THE CONTRACTOR SHALL PROVIDE AN EMERGENCY VEHICLE ACCESS PLAN IF ANY ROADS OR ACCESS POINTS ARE PROPOSED TO BE CLOSED. 8. THE CONTRACTOR SHALL NOT LEAVE ANY TRENCHES OPEN UNATTENDED OR AFTER HOURS. ALL OPENINGS SHALL BE BACKFILLED OR COVERED BY APPROPRIATE PLATES AND BARRICADES. THE CONTRACTOR SHALL NOT LEAVE ANY TRENCHES OPEN UNATTENDED OR AFTER HOURS. ALL OPENINGS SHALL BE BACKFILLED OR COVERED BY APPROPRIATE PLATES AND BARRICADES. 9. PROVIDE TEMPORARY STAIRS, TEMPORARY RAMPS, TEMPORARY HANDRAILS, OR OTHER PEDESTRIAN AIDS AS IS REQUIRED TO MAINTAIN EMERGENCY EGRESS ROUTES AND ADA CONDITIONS AT ALL LOCATION AT ALL TIMES. PROVIDE TEMPORARY STAIRS, TEMPORARY RAMPS, TEMPORARY HANDRAILS, OR OTHER PEDESTRIAN AIDS AS IS REQUIRED TO MAINTAIN EMERGENCY EGRESS ROUTES AND ADA CONDITIONS AT ALL LOCATION AT ALL TIMES. IX. PROJECT CLOSEOUT PROJECT CLOSEOUT A. CLEANING UP: CLEANING UP: 1. DURING CONSTRUCTION, THE PROJECT SITE AND ALL ADJACENT AREAS SHALL BE MAINTAINED IN A NEAT AND CLEAN MANNER, AND UPON FINAL CLEAN-UP, THE PROJECT SITE SHALL BE LEFT CLEAR OF ALL SURPLUS MATERIAL OR DURING CONSTRUCTION, THE PROJECT SITE AND ALL ADJACENT AREAS SHALL BE MAINTAINED IN A NEAT AND CLEAN MANNER, AND UPON FINAL CLEAN-UP, THE PROJECT SITE SHALL BE LEFT CLEAR OF ALL SURPLUS MATERIAL OR TRASH. THE PAVED AREAS SHALL BE SWEPT BROOM CLEAN. 2. THE CONTRACTOR SHALL RESTORE OR REPLACE, WHEN AND AS DIRECTED, ANY PUBLIC OR PRIVATE PROPERTY DAMAGED BY HIS WORK, EQUIPMENT, OR EMPLOYEES, TO A CONDITION AT LEAST EQUAL TO THAT EXISTING IMMEDIATELY THE CONTRACTOR SHALL RESTORE OR REPLACE, WHEN AND AS DIRECTED, ANY PUBLIC OR PRIVATE PROPERTY DAMAGED BY HIS WORK, EQUIPMENT, OR EMPLOYEES, TO A CONDITION AT LEAST EQUAL TO THAT EXISTING IMMEDIATELY PRIOR TO THE BEGINNING OF OPERATIONS. TO THE END, THE CONTRACTOR SHALL DO AS REQUIRED, ALL NECESSARY HIGHWAY, DRIVEWAY, WALK AND LANDSCAPING WORK. SUITABLE MATERIALS AND METHODS SHALL BE USED FOR SUCH RESTORATION. 3. WHERE MATERIAL OR DEBRIS HAS WASHED OR FLOWED INTO OR HAVE BEEN PLACED IN WATER COURSES, DITCHES, DRAINS, CATCH BASINS, OR ELSEWHERE AS A RESULT OF THE CONTRACTOR'S OPERATIONS, SUCH MATERIAL OR WHERE MATERIAL OR DEBRIS HAS WASHED OR FLOWED INTO OR HAVE BEEN PLACED IN WATER COURSES, DITCHES, DRAINS, CATCH BASINS, OR ELSEWHERE AS A RESULT OF THE CONTRACTOR'S OPERATIONS, SUCH MATERIAL OR DEBRIS SHALL BE REMOVED AND SATISFACTORILY DISPOSED OF DURING THE PROGRESS OF THE WORK, AND THE AREA KEPT IN CLEAN AND NEAT CONDITION. B. ALL PROPERTY MONUMENTS OR PERMANENT REFERENCES, REMOVED OR DESTROYED BY THE CONTRACTOR DURING CONSTRUCTION SHALL BE RESTORED BY A LICENSED AND REGISTERED LAND SURVEYOR AT THE CONTRACTOR'S ALL PROPERTY MONUMENTS OR PERMANENT REFERENCES, REMOVED OR DESTROYED BY THE CONTRACTOR DURING CONSTRUCTION SHALL BE RESTORED BY A LICENSED AND REGISTERED LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE. REFER TO LaDOT STANDARD SPECIFICATIONS SECTION 708 C. ALL UNPAVED SURFACES SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN THAT WHICH EXISTED PRIOR TO CONSTRUCTION. ALL UNPAVED SURFACES SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN THAT WHICH EXISTED PRIOR TO CONSTRUCTION. D. PROJECT RECORD DOCUMENTS PROJECT RECORD DOCUMENTS 1. DURING THE DAILY PROGRESS OF THE JOB, THE CONTRACTOR SHALL RECORD ON HIS SET OF CONSTRUCTION DRAWINGS THE EXACT LOCATION, LENGTH AND ELEVATION OF ALL FITTINGS, VALVES, AND ANY FACILITY NOT BUILT DURING THE DAILY PROGRESS OF THE JOB, THE CONTRACTOR SHALL RECORD ON HIS SET OF CONSTRUCTION DRAWINGS THE EXACT LOCATION, LENGTH AND ELEVATION OF ALL FITTINGS, VALVES, AND ANY FACILITY NOT BUILT EXACTLY ACCORDING TO PLANS. 2. THE CONTRACTOR SHALL COLLECT ALL TACK, PRIME, AND ASPHALT TICKETS (ALONG WITH VOLUMES USED) UPON DELIVERY OF MATERIAL AND MAINTAIN A RECORD OF THE TICKETS AND PRESENT THEM TO THE COR AND ENGINEER. THE CONTRACTOR SHALL COLLECT ALL TACK, PRIME, AND ASPHALT TICKETS (ALONG WITH VOLUMES USED) UPON DELIVERY OF MATERIAL AND MAINTAIN A RECORD OF THE TICKETS AND PRESENT THEM TO THE COR AND ENGINEER. THE CONTRACTOR SHALL ALSO MAINTAIN A RECORD OF ALL MATERIAL PROCTOR TEST REPORTS, DENSITY TEST REPORTS, CONCRETE TEST REPORTS, AND ANY OTHER OBLIGATORY TESTS THAT ARE PREFORMED AND SHALL PRESENT THEM TO THE COR AND ENGINEER PRIOR TO CONSTRUCTION COMPLETION. 3. UPON COMPLETION OF CONSTRUCTION, AND PRIOR TO FINAL PAYMENT, THE CONTRACTOR SHALL SUBMIT TO THE COR AND ENGINEER OF RECORD ONE COMPLETE SET OF ALL "AS-BUILT" CONTRACT DRAWINGS. THESE DRAWINGS UPON COMPLETION OF CONSTRUCTION, AND PRIOR TO FINAL PAYMENT, THE CONTRACTOR SHALL SUBMIT TO THE COR AND ENGINEER OF RECORD ONE COMPLETE SET OF ALL "AS-BUILT" CONTRACT DRAWINGS. THESE DRAWINGS SHALL BE MARKED TO SHOW "AS-BUILT" CONSTRUCTION CHANGES AND DIMENSIONS, LOCATIONS AND ELEVATIONS OF ALL IMPROVEMENTS. 4. "AS-BUILT" INFORMATION ON GRAVITY SEWERS MUST CONTAIN LOCATION OF SERVICE LATERALS. STATIONING OF BOTH THE WYE AND THE SERVICE END MUST ALSO BE INCLUDED. "AS-BUILT" INFORMATION ON GRAVITY SEWERS MUST CONTAIN LOCATION OF SERVICE LATERALS. STATIONING OF BOTH THE WYE AND THE SERVICE END MUST ALSO BE INCLUDED. 5. A SECTION THROUGH ANY DUCT BANKS SHALL BE PROVIDED ON THE ASBUILTS WITH EACH CONDUIT SIZE AND MATERIAL LABELED ALONG WITH THE CONTENT OF THE CONDUIT. A SECTION THROUGH ANY DUCT BANKS SHALL BE PROVIDED ON THE ASBUILTS WITH EACH CONDUIT SIZE AND MATERIAL LABELED ALONG WITH THE CONTENT OF THE CONDUIT. 6. ALL "AS-BUILT" INFORMATION ON PLANS SHALL BE CERTIFIED BY A PROFESSIONAL SURVEYOR AND MAPPER. ALL "AS-BUILT" INFORMATION ON PLANS SHALL BE CERTIFIED BY A PROFESSIONAL SURVEYOR AND MAPPER. 7. CONTRACTOR SHALL SUBMIT TO THE COR AND ENGINEER A RECORD OF SITE INSPECTIONS LOGBOOK INCLUDING CRITICAL TASKS PERFORMED, WEATHER CONDITIONS, CONFLICTS FOUND, MEANS AND METHODS USED, AND STAFF AND CONTRACTOR SHALL SUBMIT TO THE COR AND ENGINEER A RECORD OF SITE INSPECTIONS LOGBOOK INCLUDING CRITICAL TASKS PERFORMED, WEATHER CONDITIONS, CONFLICTS FOUND, MEANS AND METHODS USED, AND STAFF AND EQUIPMENT PRESENT.

AutoCAD SHX Text EXISTING WATER EXISTING DRAINAGE EXISTING SEWER EXISTING TELECOMMUNICATIONS EXISTING ELECTRICAL EXISTING GAS PROPOSED FIBER OPTIC CENTER LINE PROPOSED TRENCH LIMITS EXISTING WATER VALVE COVER EXISTING SEWER MANHOLE EXISTING DRAINAGE MANHOLE EXISTING DRAINAGE DROP INLET EXISTING ELECTRIC MANHOLE EXISTING TELECOMMUNICATIONS MANHOLE EXISTING FIRE HYDRANT PROPOSED CONCRETE SIDEWALK PROPOSED TELECOMMUNICATIONS VAULT

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AutoCAD SHX Text AMERICAN DISABILITY ACT ABOVE FINISHED FLOOR ABOVE GROUND CONDUIT CIRCUIT CONDUIT AND PULL-ROPE ONLY COMMUNICATION CONTROL COPPER EXISTING ELECTRICAL CONTRACTOR ELECTRICAL EMERGENCY EQUIPMENT EXISTING FUTURE FIRE ALARM FFEEDER GROUND GENERAL CONTRACTOR HANDHOLE INVERT ELEVATION JUNCTION BOX LIGHTING LIGHTS MANHOLE NATIONAL ELECTRICAL CODE ON-CENTER OWNER-FURNISHED CONTRACTOR-INSTALLED OWNER-FURNISHED OWNER-INSTALLED POLE PULLBOX, PUSHBUTTON PRIMARY REVISED REFERENCE,REFRIGERATOR SECONDARY SCOPE OF WORK SPECIFICATIONS STAINLESS STEEL SWITCH TELEPHONE TELECOMMUNICATION TELECOMMUNICATIONS BUS BAR TELECOMMUNICATIONS MAIN GROUNDING BUS BAR THROUGH TYPICAL UNDERGROUND UNLESS NOTED OTHERWISE VAULT WIRE, WATT WEATHERPROOF

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BP: 7+00.00

EP: 17+99.79

BLDG 8

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BLDG 5BLDG 6

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SCALE: 1" = 60' Feet

0 60 120

PROJECT NO.

BUILDING NO.

DRAWING NO.

PROJECT TITLE

FLS

ISSUE DATE CHECKED BY DRAWN BY

DRAWING TITLE

APPROVED:

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

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3' 0'

1'

1/ 2' 0'

1' 4'

4' 8'

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4' 2'

2'

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Revisions: Date:

10% BASIS OF DESIGN 07.08.2022 CONSULTANT

CONSULTANT:

GDM of Oregon

1000 W. STEUBEN ST., UNIT 3

BINGEN, WA 98605

P: 541.426.4723

ADAM GODDIN, PE

WWW.GDM-AE.COM

FOR OFFICIAL USE ONLY (FOUO)

04-25-2023

FULLY

SPRINKLERED

PROGRAM

CONTRACTING

ACTIVITY

CENTRAL (PCAC)

100% FINAL BID

DOCUMENTS

VA NEW ORLEANS (EHRM) ELECTRONIC

HEALTH RECORD MODERNIZATION

INFRASTRUCTURE UPGRADES

2400 CANAL STREET, NEW ORLEANS, LA 70119

629-22-700

35% SCHEMATIC DESIGN 11.10.2022

65% DESIGN DEVELOPMENT 01.13.2023

95% CONSTRUCTION DOCUMENTS 03.17.2023

100% FINAL BID DOCUMENTS 04.25.2023

CD DT

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00-CS-001

GENERAL NOTES:

1. LOCATIONS OF EXISTING FACILITIES WERE PLOTTED FROM AVAILABLE

RECORD DRAWINGS. THE CONTRACTOR SHALL FIELD VERIFY ALL

EXITING UTILITIES PRIOR TO CONSTRUCTION.

2. ALL ELEVATIONS SHOWN HERE ON THE PLAN SHEETS ARE IN THE

NORTH AMERICAN VERTICAL DATUM 1988 (NAVD-88).

3. THE CONTRACTOR SHALL DOCUMENT THE EXISTING CONDITIONS

PRIOR TO CONSTRUCTION.

4. THE CONTRACTOR SHALL NOTIFY THE VA 48 HRS PRIOR TO START OF

WORK.

5. CONTRACTOR SHALL HAUL DISCARDED/UNUSED MATERIAL OFFSITE.

6. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITTING AND APPROVAL

FROM ANY GOVERNING AGENCY.

7. EXISTING UTILITY RECORD DATA PROVIDED BY DESMAN CONSULTING

ENGINEERING FIRM.

NORTH

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BP: 7+00.00

EP: 17+99.79

BLDG 8

BLDG 7

BLDG 5BLDG 6

BLDG 4 BLDG 3

BLDG 2

BLDG 1

BLDG 9

Q D

B

E

F

G

C

H

JK

M

P

N

LBL

DG

CONTRACTOR SHALL RESTORE

CONCRETE AND LANDSCAPING TO

EXISTING CONDITIONS OR BETTER.

SEE DETAILS CJ-A102-01, CJ-A102-02

AND CJ-A102-03

CONTRACTOR SHALL

RESTORE CONCRETE AND

LANDSCAPING TO EXISTING

CONDITIONS OR BETTER.

SEE DETAILS CJ-A102-01,

CJ-A102-02 AND CJ-A102-03

PROVIDE 15' OFFSET FROM EX. TREE.

INSTALL ROOT BARRIER AS REQUIRED

12" DRAIN

I.E.: -7.13

AT STA 0+99

8" SEWER

I.E.: -11.02

AT STA 1+10

8" SEWER

I.E.: -9.99

AT STA 0+50

PROPOSED 172 LF 2- 4" PVC CONCRETE

ENCASED CONDUIT. SEE DUCT BANK

DETAIL CJ-A101-02

10" WATER

I.E.: -7.83

AT STA 0+40

CONTRACTOR TO

FIELD VERIFY EXISTING

UTILITIES' LOCATION

AND ELEVATIONS

INSTALL SWEEP TO CONNECT

TO BUILDING. REFER TO

TELECOMMUNICATIONS

DRAWINGS FOR DETAILS

INSTALL SWEEP TO CONNECT

TO BUILDING. REFER TO

TELECOMMUNICATIONS

DRAWINGS FOR DETAILS

CONTRACTOR SHALL RESTORE CONCRETE AND

LANDSCAPING TO EXISTING CONDITIONS OR

BETTER. SEE DETAILS CJ-A102-01, CJ-A102-02

AND CJ-A102-03

CONTRACTOR SHALL RESTORE CONCRETE

AND LANDSCAPING TO EXISTING

CONDITIONS OR BETTER. SEE DETAILS

CJ-A102-01, CJ-A102-02 AND CJ-A102-03

INSTALL SWEEP TO CONNECT

TO BUILDING. REFER TO

TELECOMMUNICATIONS

DRAWINGS FOR DETAILS

PROPOSED 85 LF 2- 4" PVC CONCRETE

ENCASED CONDUIT. SEE DUCT BANK

DETAIL CJ-A101-02

INSTALL SWEEP TO CONNECT

TO BUILDING. REFER TO

TELECOMMUNICATIONS

DRAWINGS FOR DETAILS

INSTALL SWEEP TO CONNECT

TO BUILDING. REFER TO

TELECOMMUNICATIONS

DRAWINGS FOR DETAILS

CONTRACTOR SHALL RESTORE CONCRETE

AND LANDSCAPING TO EXISTING

CONDITIONS OR BETTER. SEE CONCRETE

SIDEWALK DETAIL CJ-A102-03

INSTALL VERTICAL BENDS TO

DEFLECT CONDUITS UNDER

EXISTING UTILITIES AS

REQUIRED TO ACHIEVE MIN.

ALLOWABLE VERTICAL AND

HORIZONTAL SEPARATION

INSTALL PRECAST CONCRETE OLD

CASTLE COVER NO. 55-332P AND VAULT

NO. 504-LA AND CONNECT PROPOSED

CONDUIT. SEE DETAIL CJ-A101-01 AND

CJ-A101-03

INSTALL PRECAST CONCRETE OLD

CASTLE COVER NO. 55-332P AND VAULT

NO. 504-LA AND CONNECT PROPOSED

CONDUIT. SEE DETAIL CJ-A101-01 AND

CJ-A101-03

INSTALL PRECAST CONCRETE OLD

CASTLE COVER NO. 55-332P AND VAULT

NO. 504-LA AND CONNECT PROPOSED

CONDUIT. SEE DETAIL CJ-A101-01 AND

CJ-A101-03

PROPOSED 45 LF 2- 4" PVC CONCRETE

ENCASED CONDUIT. SEE DUCT BANK

DETAIL CJ-A101-02

INSTALL PRECAST CONCRETE OLD

CASTLE COVER NO. 55-332P AND VAULT

NO. 504-LA AND CONNECT PROPOSED

CONDUIT. SEE DETAIL CJ-A101-01 AND

CJ-A101-03

INSTALL VERTICAL BENDS TO DEFLECT

CONDUITS UNDER EXISTING UTILITIES AS

REQUIRED TO ACHIEVE MIN. ALLOWABLE

VERTICAL AND HORIZONTAL SEPARATION

INSTALL VERTICAL BENDS TO DEFLECT

CONDUITS UNDER EXISTING UTILITIES AS

REQUIRED TO ACHIEVE MIN. ALLOWABLE

VERTICAL AND HORIZONTAL SEPARATION

PROJECT NO.

BUILDING NO.

DRAWING NO.

PROJECT TITLE

FLS

ISSUE DATE CHECKED BY DRAWN BY

DRAWING TITLE

APPROVED:

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PHASEARCHITECT/ENGINEER OF RECORD

321 4 5 6 7 8 9 10

STAMP

LOCATION

1/ 2'

3' 0'

1'

1/ 2' 0'

1' 4'

4' 8'

8' 8'

4' 2'

2'

1/ 8' 0'

1/ 0'

1/ 4' 0'

1' 2'

1' 1/ 2'

2'

1' 0'

3/ 8' 0'

1'

2' 4'

1/ 2' 0'

1/ 2'

1' 3'

6' 0'

1/ 4"

1/ 2"

3/ 0'

8'

4' 4'

Fi le

P at h

Revisions: Date:

10% BASIS OF DESIGN 07.08.2022 CONSULTANT

CONSULTANT:

GDM of Oregon

1000 W. STEUBEN ST., UNIT 3

BINGEN, WA 98605

P: 541.426.4723

ADAM GODDIN, PE

WWW.GDM-AE.COM

FOR OFFICIAL USE ONLY (FOUO)

04-25-2023

FULLY

SPRINKLERED

PROGRAM

CONTRACTING

ACTIVITY

CENTRAL (PCAC)

100% FINAL BID

DOCUMENTS

VA NEW ORLEANS (EHRM) ELECTRONIC

HEALTH RECORD MODERNIZATION

INFRASTRUCTURE UPGRADES

2400 CANAL STREET, NEW ORLEANS, LA 70119

629-22-700

35% SCHEMATIC DESIGN 11.10.2022

65% DESIGN DEVELOPMENT 01.13.2023

95% CONSTRUCTION DOCUMENTS 03.17.2023

100% FINAL BID DOCUMENTS 04.25.2023

OVERALL B-CIRCUIT FIBER OPTIC SITE PLAN

SCALE: 1" = 60' Feet

0 60 120

NORTH

CD DT

OVERALL B-CIRCUIT FIBER OPTIC

SITE PLAN

00-CN-001

GENERAL NOTES:

1. LOCATIONS OF EXISTING FACILITIES WERE PLOTTED FROM AVAILABLE

RECORD DRAWINGS. THE CONTRACTOR SHALL FIELD VERIFY ALL

EXITING UTILITIES PRIOR TO CONSTRUCTION.

2. ALL ELEVATIONS SHOWN HERE ON THE PLAN SHEETS ARE IN THE

NORTH AMERICAN VERTICAL DATUM 1988 (NAVD-88).

3. THE CONTRACTOR SHALL DOCUMENT THE EXISTING CONDITIONS

PRIOR TO CONSTRUCTION.

4. THE CONTRACTOR SHALL NOTIFY THE VA 48 HRS PRIOR TO START OF

WORK.

5. CONTRACTOR SHALL HAUL DISCARDED/UNUSED MATERIAL OFFSITE.

6. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITTING AND APPROVAL

FROM ANY GOVERNING AGENCY.

7. EXISTING UTILITY RECORD DATA PROVIDED BY DESMAN CONSULTING

ENGINEERING FIRM.

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CANAL STREET

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TULANE AVENUE

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PALMYRA ST

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BANKS STREET

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SOUTH ROCHEBLAVE STREET

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SOUTH GALVEZ STREET

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CLEVELAND

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AVE

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