Attachment D - Building Plans - Pages 1-7.pdf
PDF 5 MB Posted
- Attached to
- Parking Cover - DMA
- Solicitation number
- 3000024970
- Issued by
- Iberia Parish, Baton Rouge City, Louisiana
About this file
The document is a set of architectural and engineering design plans for a J6 Parking Cover project at the Gillis W. Long Center in Carville, Louisiana, prepared by Meyer Engineers, Ltd. for the State of Louisiana Facility Planning and Control Military Department. The project involves constructing a parking cover structure for the Louisiana National Guard, with specific design details including site layout, structural plans, concrete foundation specifications, and technical drawings. The project is identified by A/E Project No. 23-1130-0030 and Contract # LA23-A-066, with the plans dated 09-13-2023.
The plans provide comprehensive technical specifications for a parking cover structure, including detailed site grading, concrete pavement removal and replacement, foundation requirements, and structural layout. The design includes provisions for concrete foundations, expansion and contraction joints, sidewalk sections, and specific structural elements like bolted bollards. The drawings indicate precise measurements, material specifications, and technical requirements for constructing a standardized parking cover facility, with careful attention to engineering details such as base compaction, reinforcement, and structural integrity.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Attachment B - Job Site Verification Form - Page 1.docx | DOCX document | |
| Attachment A - Special Terms and Conditions Pages 1-13.docx | DOCX document | |
| 3000024970.pdf | ||
| Attachment C - Specifications - Page 1.docx | DOCX document |
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Text version
project no.
revised date checked drawn of sheets sheet no.
M e y e r
E n g in e e rs
L td
H e a rs t S tr e e t
S u it e
B M e ta ir ie
L o u is ia n a p h o n e .5
.8
.9 f a x .5
-8
-5 w e b si te
. w w w .m e y e r-e -l
.c o m
09-13-2023
DHD
AJS
23-1130-0030
Attachment D – Building Layout RFx 3000024970
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TITLE SHEET
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INDEX OF SHEETS
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TITLE SHEET
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LOCATION MAP
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VICINITY MAP
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OVERALL SITE PLAN
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GENERAL NOTES AND LEGEND
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NORTH
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NORTH
AutoCAD SHX Text STATE OF LOUISIANA FACILITY PLANNING AND CONTROL MILITARY DEPARTMENT JOHN BEL EDWARDS, GOVERNOR LOUISIANA NATIONAL GUARD
AutoCAD SHX Text J6 PARKING COVER GILLIS W. LONG CENTER CARVILLE, LOUISIANA A/E PROJECT NO. 23-1130-0030 CONTRACT # LA23-A-066
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STRUCTURAL PLAN
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SITE MAP
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NORTH
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PROJECT LOCATION
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PROJECT VICINITY
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PROJECT LOCATION
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LOUISIANA MILITARY DEPARTMENT
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GILLIS W. LONG CENTER, CARVILLE, LA
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J6 PARKING COVER
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PLOT 1=1
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DEMOLITION PLAN
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MISCELLANEOUS DETAILS
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SITE PLAN
date checked drawn of sheets sheet no.
M e y e r
E n g in e e rs
L td
H e a rs t S tr e e t
S u it e
B M e ta ir ie
L o u is ia n a p h o n e .5
.8
.9 f a x .5
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-5 w e b si te
.w w w .m e y e r-e -l
.c o m
09-13-2023
DHD
AJS
23-1130-0030
AutoCAD SHX Text 23-1130-0030-02.dwg
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GENERAL NOTES AND LEGEND
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REMOVE ASPHALT PAVEMENT
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MISC. LIGHT POLE
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REMOVE CONCRETE PAVEMENT
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ASPHALTIC CONCRETE
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CONCRETE
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DITCH OR SWALE
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AGGREGATE SHOULDER
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TEL
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DITCH
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CLEANOUT
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EX. VALVE PIT
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CULVERT
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WATER VALVE
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WATER METER
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FIRE HYDRANT
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WATER MANHOLE
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GAS VALVE
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GAS METER
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TELEPHONE MANHOLE
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POWER POLE
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LIGHT STAND
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MAILBOX
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TREE
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ROD SET
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FENCE
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MISCELLANEOUS SIGN
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GAS VENT
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TELEPHONE POST
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CONCRETE
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ASPHALTIC CONCRETE
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LIMITS OF EXISTING PAVEMENT
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ELEVATION
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GRAVITY SANITARY SEWER MAIN
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STORM SEWER MAIN
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FORCE MAIN
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WATER MAIN
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GAS MAIN
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TELEPHONE LINE
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DRAIN MANHOLE
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CLEANOUT
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NEW LIFT STATION
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FORCE MAIN AIR RELEASE VALVE
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SIGN
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POWER POLE
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STREET LIGHT
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ELEC TOWER / OVERHEAD LINES
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CATCH BASIN
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DRAIN INLET , DRAIN LINE
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ELECTRIC,TELEPHONE,CABLE TV
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POWER POLE / OVERHEAD LINES
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SCB MANHOLE , SCB LINE
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DRAIN MANHOLE , DRAIN LINE
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WATER MANHOLE , WATER LINE
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SEWER MANHOLE , SEWER LINE
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CB
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UGTEL
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CB-TYPE 2
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CB-TYPE 1
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SEWER MANOLE
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LOUISIANA MILITARY DEPARTMENT
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GILLIS W. LONG CENTER, CARVILLE, LA
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J6 PARKING COVER
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PLOT 1=1
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GENERAL NOTES:
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1. PORTLAND CEMENT CONCRETE PAVEMENT SHALL BE IN ACCORDANCE WITH SECTIONS 601 & 901 PORTLAND CEMENT CONCRETE PAVEMENT SHALL BE IN ACCORDANCE WITH SECTIONS 601 & 901 OF THE DOTD STANDARD SPECIFICATIONS FOR ROADS & BRIDGES (LATEST EDITION) AND SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS. NO FLY ASH SHALL BE USED. 2. PAVEMENT SHALL NOT BE OPENED TO TRAFFIC UNTIL 28 DAYS AFTER PLACEMENT WITHOUT THE PAVEMENT SHALL NOT BE OPENED TO TRAFFIC UNTIL 28 DAYS AFTER PLACEMENT WITHOUT THE APPROVAL OF THE ENGINEER. 3. ALL DRAINAGE AND SEWER STRUCTURES IN PAVEMENT SHALL BE BOXED OUT. ALL DRAINAGE AND SEWER STRUCTURES IN PAVEMENT SHALL BE BOXED OUT. 4. BASE COURSE SHALL CONSIST OF AASHTO A-4 OR BETTER SOILS LIMITED TO A MAXIMUM BASE COURSE SHALL CONSIST OF AASHTO A-4 OR BETTER SOILS LIMITED TO A MAXIMUM LIQUID LIMIT OF 25 AND A MAXIMUM PLASTICITY INDEX OF 6, "PUMPED" RIVER SAND GENERALLY MEETS THIS REQUIREMENT. BASE SHALL BE A MINIMUM OF 12" THICKNESS AND COMPACTED TO 95% STANDARD PROCTOR DENSITY. 5. AN APPROVED TESTING LABORATORY, APPROVED BY THE ENGINEER, SHALL BE RETAINED BY THE AN APPROVED TESTING LABORATORY, APPROVED BY THE ENGINEER, SHALL BE RETAINED BY THE CONTRACTOR AND SHALL PROVIDE ALL REQUIRED TESTING. TEST REPORT MUST BE FURNISHED TO THE OWNER, MEYER ENGINEERS, LTD. AND THE CONTRACTOR. (PAID BY CONTRACTOR) 6. NO CONCRETE/ASPHALT SHALL BE POURED WITHOUT THE SERVICES OF THE TESTING LAB NO CONCRETE/ASPHALT SHALL BE POURED WITHOUT THE SERVICES OF THE TESTING LAB TECHNICIAN TO WITNESS THE POUR, MAKE SLUMP TESTS AND MAKE TEST CYLINDERS. 7. ANY CONCRETE POURED WITHOUT THE SERVICES OF THE TESTING LAB TECHNICIAN SHALL BE ANY CONCRETE POURED WITHOUT THE SERVICES OF THE TESTING LAB TECHNICIAN SHALL BE SUBJECT TO DISCRETIONARY TESTING ORDERED BY THE OWNER AT THE EXPENSE OF THE CONTRACTOR. PAVEMENT WILL NOT BE ACCEPTED FOR MAINTENANCE IF CONTRACTOR HAS NOT PAID TESTING LABORATORY FOR THE DISCRETIONARY TESTING. 8. CONTRACTOR MUST NOTIFY THE TESTING LAB AND THE OWNER'S REPRESENTATIVE AT LEAST 48 CONTRACTOR MUST NOTIFY THE TESTING LAB AND THE OWNER'S REPRESENTATIVE AT LEAST 48 HOURS PRIOR TO POURING CONCRETE. 9. A REPRESENTATIVE OF THE OWNER MUST BE PRESENT TO WITNESS CONCRETE POURS. A REPRESENTATIVE OF THE OWNER MUST BE PRESENT TO WITNESS CONCRETE POURS. 10. CONCRETE PAVEMENT REMOVED & REPLACED FOR TIE-INS AND FOR UTILITY CROSSINGS SHALL CONCRETE PAVEMENT REMOVED & REPLACED FOR TIE-INS AND FOR UTILITY CROSSINGS SHALL BE REMOVED FROM JOINT TO JOINT AND REPLACED WITH CONCRETE CONTAINING A MINIMUM OF 7 SACKS OF CEMENT PER CUBIC YARD, AND HAVING A 4" MAXIMUM SLUMP. 11. ASPHALT PAVEMENT REMOVAL SHALL BE SAWCUT AT FULL DEPTH AT ALL LOCATIONS OF ASPHALT PAVEMENT REMOVAL SHALL BE SAWCUT AT FULL DEPTH AT ALL LOCATIONS OF REMOVAL AND PATCH LOCATIONS. 12. IMMEDIATELY AFTER COMPLETION OF FINISHING OPERATIONS AND AS SOON AS MARRING OF IMMEDIATELY AFTER COMPLETION OF FINISHING OPERATIONS AND AS SOON AS MARRING OF CONCRETE WILL NOT OCCUR, THE PAVEMENT SURFACE SHALL BE CURED BY OVERING WITH A WHITE PIGMENTED CURING COMPOUND IN CONFORMANCE WITH DOTD STANDARD SPECIFICATIONS FOR ROADS AND BRIDGES LATEST EDITION. 13. CONTRACTOR SHALL USE THE NECESSARY BASE TO OBTAIN THE ROADWAY GRADES SHOWN ON CONTRACTOR SHALL USE THE NECESSARY BASE TO OBTAIN THE ROADWAY GRADES SHOWN ON THE PLANS. THIS MAY REQUIRE MORE THAN THE MINIMUM BASE. 14. JOINT SEALER SHALL BE IN ACCORDANCE WITH SECTION 1005.02 OF DOTD STANDARD JOINT SEALER SHALL BE IN ACCORDANCE WITH SECTION 1005.02 OF DOTD STANDARD SPECIFICATIONS FOR ROADS AND BRIDGES, 2016 EDITION (OR LATEST EDITION). THE SEALANT AND BACKER MATERIALS SHALL BE APPROVED PRODUCTS LISTED IN DOTD'S QUALIFIED PRODUCT LIST 67. 15. JOINTS ENDING AT CURVES SHALL BE CARRIED INTO THE CURB AND PAVEMENT AT RIGHT JOINTS ENDING AT CURVES SHALL BE CARRIED INTO THE CURB AND PAVEMENT AT RIGHT ANGLES TO THE TANGENT AT THAT POINT.
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PAVING NOTES:
1. PROPERTY LINE, RIGHT OF WAY AND/OR SERVITUDES SHOWN ARE THE LIMIT OF CONSTRUCTION, UNLESS PROPERTY LINE, RIGHT OF WAY AND/OR SERVITUDES SHOWN ARE THE LIMIT OF CONSTRUCTION, UNLESS OTHERWISE NOTED ON PLANS. 2. EXISTING UTILITY LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE. CONTRACTOR SHALL MAKE PROVISIONS TO EXISTING UTILITY LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE. CONTRACTOR SHALL MAKE PROVISIONS TO PROTECT THE EXISTING UTILITIES WHEN EXCAVATING IN THESE AREAS SO AS NOT TO DAMAGE OR DISRUPT THESE UTILITIES. CONTRACTOR SHALL VERIFY LOCATION OF UTILITIES PRIOR TO EXCAVATION. 3. CAVITIES OR TRENCHES LEFT BY REMOVAL WORK OUTSIDE OF THE PAVING SURFACE SHALL BE BACKFILLED TO CAVITIES OR TRENCHES LEFT BY REMOVAL WORK OUTSIDE OF THE PAVING SURFACE SHALL BE BACKFILLED TO THE LEVEL OF SURROUNDING GROUND WITH GRANULAR MATERIAL. CONTRACTOR SHALL PROVIDE TRAFFIC MAINTENANCE AGGREGATE SURFACE TO MAINTAIN TEMPORARY USE OF DRIVEWAY AND SIDEWALK. THE CAVITIES UNDER ROADWAY SIDEWALK AND DRIVEWAY SHALL BE BACKFILLED WITH GRANULAR MATERIAL. 4. FLOW LINES TO BE ADJUSTED BY CONTRACTOR UPON APPROVAL OF A/E IF PROPOSED FLOW LINES CONFLICT FLOW LINES TO BE ADJUSTED BY CONTRACTOR UPON APPROVAL OF A/E IF PROPOSED FLOW LINES CONFLICT WITH EXISTING UTILITIES (AT NO EXTRA COST TO OWNER). 5. ALL GRASS AREAS AFFECTED BY CONSTRUCTION SHALL BE SEEDED AND FERTILIZED OR SODDED AS DIRECTED BY ALL GRASS AREAS AFFECTED BY CONSTRUCTION SHALL BE SEEDED AND FERTILIZED OR SODDED AS DIRECTED BY PROJECT ENGINEER. WATER AREA IMMEDIATELY. 6. CONTRACTOR SHALL REGRADE ALL AREAS AFFECTED BY CONSTRUCTION TO PROVIDE POSITIVE DRAINAGE. WORK CONTRACTOR SHALL REGRADE ALL AREAS AFFECTED BY CONSTRUCTION TO PROVIDE POSITIVE DRAINAGE. WORK SHALL BE IN A WORKMANLIKE MANNER AND IN ACCORDANCE WITH A/E REQUIREMENTS. IF CONTRACTOR DETERMINES THAT ANY AREAS AFFECTED BY CONSTRUCTION CANNOT BE REGRADED TO DRAIN, CONTRACTOR SHALL DOCUMENT (I.E., TAKE ELEVATIONS, PICTURES, ETC.) EXISTING CONDITIONS PRIOR TO CONSTRUCTION. 7. CONTRACTOR SHALL AT ALL TIMES CONDUCT HIS OPERATIONS AS TO INSURE THE LEAST INCONVENIENCE TO THE CONTRACTOR SHALL AT ALL TIMES CONDUCT HIS OPERATIONS AS TO INSURE THE LEAST INCONVENIENCE TO THE GENERAL PUBLIC AND ADJACENT PROPERTY OWNERS. CONTRACTOR SHALL PROVIDE VEHICULAR ACCESS TO COMMERCIAL/RESIDENTIAL PROPERTIES AT ALL TIMES. CONTRACTOR SHALL COORDINATE ANY ROAD CLOSURES WITH THE OWNER'S REPRESENTATIVE FOR APPROVAL. 8. CONTRACTOR SHALL CONTACT THE UTILITY COMPANIES OR DEPARTMENTS LISTED BELOW PRIOR TO THE CONTRACTOR SHALL CONTACT THE UTILITY COMPANIES OR DEPARTMENTS LISTED BELOW PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE IF THERE ARE ANY OTHER UTILITIES IN THE AREA AND TO CONTACT THE APPROPRIATE UTILITIES. POST ENGINEERS 504-485-9865 504-485-9865 AT&T - ERIK DAUENHAUER 504-299-6959 504-299-6959 AT&T - STEVE BERGERON 985-327-6432 985-327-6432 ATMOS ENERGY LOUISIANA - QUINCY SHELLING 504-858-7211 504-858-7211 CENTURY LINK - WILLIAM "DAVID" BRYANT 979-224-1869 979-224-1869 COX COMMUNICATIONS - DENNIS "SCOTT" LACOMBE 504-358-6079 504-358-6079 ENTERGY (DISTRIBUTION) - ALEX J. PADILLA 504-840-2610 504-840-2610 ENTERGY (TRANSMISSION) - JIMMY SHOLAR 504-615-5540 504-615-5540 GULF SOUTH PIPELINE - GERALD ROSER 504-469-5903 504-469-5903 SOUTHERN LIGHT - BRYAN POWELL 251-424-4404 251-424-4404 UNITI FIBER (FORMERLY LEVEL 3) - GLENN McGREGOR 504-335-0616 504-335-0616 LA ONE CALL 1-800-272-3020 1-800-272-3020 9. CONTRACTOR SHALL NOTIFY THOSE AFFECTED BY CONSTRUCTION 48 HOURS PRIOR TO DISRUPTION OF WATER, CONTRACTOR SHALL NOTIFY THOSE AFFECTED BY CONSTRUCTION 48 HOURS PRIOR TO DISRUPTION OF WATER, SEWER OR OTHER UTILITY SERVICE. UTILITY SERVICES SHALL BE PROMPTLY REPAIRED AND NOT REMAIN OUT OF SERVICE OVERNIGHT. 10. CONTRACTOR SHALL BRACE ENTERGY, AT&T, AND STREET LIGHT POLES ADJACENT TO EXCAVATION. BRACING SHALL CONTRACTOR SHALL BRACE ENTERGY, AT&T, AND STREET LIGHT POLES ADJACENT TO EXCAVATION. BRACING SHALL REMAIN IN PLACE AFTER BACKFILLING UNTIL COMPACTION STANDARDS HAVE BEEN MET. COMPLETE WORK PROMPTLY ONCE EXCAVATION HAS BEGUN ADJACENT TO POLES. 11. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE DIRECTLY WITH THE APPROPRIATE UTILITY COMPANIES TO IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE DIRECTLY WITH THE APPROPRIATE UTILITY COMPANIES TO HAVE THE UTILITIES RELOCATED. 12. THE CONRACTOR MAY PROVIDE AND PAY FOR THE SERVICES OF A TESTING LAB TO MONITOR VIBRATIONS NEAR THE CONRACTOR MAY PROVIDE AND PAY FOR THE SERVICES OF A TESTING LAB TO MONITOR VIBRATIONS NEAR STRUCTURES ADJACENT TO THE LIMITS OF CONSTRUCTION. THE VIBRATION SHALL BE LIMITED TO 0.25 INCH PER SECOND DURING CONSTRUCTION. ALL TESTING LABS SHALL BE SUBMITTED TO A/E FOR APPROVAL AND ALL TESTING RESULTS MUST BE DELIVERED TO A/E & OWNER BY THE TESTING AGENCY. 13. CONTRACTOR SHALL NOT IMPEDE THE EXISTING DRAINAGE DURING CONSTRUCTION. CONTRACTOR SHALL BE CONTRACTOR SHALL NOT IMPEDE THE EXISTING DRAINAGE DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE TO TAKE NECESSARY STEPS TO FACILITATE THE DRAINAGE AT ALL TIMES. 14. A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) MAY BE REQUIRED. THIS PLAN MUST BE DEVISED AND A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) MAY BE REQUIRED. THIS PLAN MUST BE DEVISED AND IMPLEMENTED BY THE CONTRACTOR SUBJECT TO THE APPROVAL OF THE ENGINEER AND OWNER. THE CONTRACTOR SHALL EMPLOY SILTATION CONTROLS AROUND THE CONSTRUCTION SITE SUCH THAT ERODED MATERIAL IS PREVENTED FROM ENTERING ADJACENT WATERWAYS OR EXISTING DRAINAGE. 15. CONTRACTOR SHALL COMPLY WITH OSHA AND OTHER SAFETY REQUIREMENTS IN VICINITY OF ELECTRICAL, GAS, ETC., CONTRACTOR SHALL COMPLY WITH OSHA AND OTHER SAFETY REQUIREMENTS IN VICINITY OF ELECTRICAL, GAS, ETC., UTILITIES IN THE CONSTRUCTION AREA. CONTACT ENTERGY ON WORKING SAFELY AROUND POWER LINES AND SERVICE LINES. 16. THE CONTRACTOR IS TO FULLY AND CAREFULLY EXAMINE ALL ADJOINING OR ADJACENT STRUCTURES. THE THE CONTRACTOR IS TO FULLY AND CAREFULLY EXAMINE ALL ADJOINING OR ADJACENT STRUCTURES. THE CONTRACTOR SHALL PHOTOGRAPH INTERIOR AND EXTERIOR OF ALL ADJACENT STRUCTURES AFTER OBTAINING WRITTEN PERMISSION FROM THE OWNERS SO AS TO FULLY DEPICT EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. HE SHALL VISIT THESE STRUCTURES AT REGULAR INTERVALS AND NOTE CONDITIONS AND SUPPLEMENT WITH ADDITIONAL PHOTOGRAPHS. THE CONTRACTOR SHALL REPAIR, AT HIS OWN EXPENSE, ANY DAMAGE DONE TO ADJACENT STRUCTURES CAUSED FROM THE HEAVY EQUIPMENT OPERATIONS. THE CONTRACTOR SHALL SEE THAT ADJACENT OR ADJOINING STRUCTURES (I.E. HOUSES, BUSINESSES) ARE PROPERLY BRACED IF REQUIRED TO WITHSTAND VIBRATIONS DURING THE HEAVY EQUIPMENT OPERATIONS. (NO DIRECT PAYMENT) 17. EXISTING SUBSURFACE AND/OR OVERLAND DRAINAGE SHALL NOT BE ADVERSELY IMPACTED BY THIS PROJECT. ALL EXISTING SUBSURFACE AND/OR OVERLAND DRAINAGE SHALL NOT BE ADVERSELY IMPACTED BY THIS PROJECT. ALL AREAS AFFECTED BY CONSTRUCTION SHALL BE GRADED TO PROVIDE POSITIVE DRAINAGE. 18. CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGN SERVICES, SUPPLYING MATERIALS, AND LABOR NECESSARY TO CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGN SERVICES, SUPPLYING MATERIALS, AND LABOR NECESSARY TO PROVIDE SHEETING, SHORING AND BRACING OR WORKING PLATFORM AS REQUIRED TO PROVIDE A SAFE WORKING CONDITION FOR CONTRACTOR'S PERSONNEL AND TO PROVIDE FOR PROTECTION OF UTILITIES, BUILDINGS, AND STRUCTURES. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH THESE REQUIREMENTS. THE CONTRACTOR SHALL PROVIDE AN ADEQUATE SYSTEM TO WITHSTAND LATERAL PRESSURE. SHEET DESIGN AND INSTALLATION SHALL BE INCLUDED IN THE COST OF THE PIPE OR STRUCTURAL INSTALLATION. THE CONTRACTOR SHALL SUBMIT TO A/E FOR REVIEW AND APPROVAL. 19. CONTRACTOR SHALL BE RESPONSIBLE FOR VIDEOING THE SITE WITHIN THE LIMITS OF THE PROJECT. (NO DIRECT CONTRACTOR SHALL BE RESPONSIBLE FOR VIDEOING THE SITE WITHIN THE LIMITS OF THE PROJECT. (NO DIRECT PAYMENT.) ANY DAMAGE TO EXISTING ROADWAY OR UTILITIES CAUSED BY THE CONTRACTOR'S WORK SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER. OVERLAY OF EXISTING CONCRETE STREET WILL NOT BE ACCEPTED. COMPLETE REPLACEMENT WILL BE REQUIRED AS DIRECTED BY THE PROJECT ENGINEER AT CONTRACTOR'S COST. 20. ALL MATERIALS GOING TO OR LEAVING THE SITE SHALL BE HAULED IN WATER TIGHT TRUCKS WHICH ARE CERTIFIED ALL MATERIALS GOING TO OR LEAVING THE SITE SHALL BE HAULED IN WATER TIGHT TRUCKS WHICH ARE CERTIFIED BY THE LOUISIANA DEPARTMENT OF ENVIRONMENTAL QUALITY AND CLEARLY DISPLAY THE CERTIFIED IDENTIFICATION NUMBER. 21. THE CONTRACTOR SHALL UTILIZE A LOUISIANA LICENSED ARBORIST TO ADVISE AS TO THE NECESSITY AND METHOD THE CONTRACTOR SHALL UTILIZE A LOUISIANA LICENSED ARBORIST TO ADVISE AS TO THE NECESSITY AND METHOD OF TREE TRIMMING, ROOT PRUNING, OR REMOVAL OF ANY TREE OR SHRUB PRIOR TO BEGINNING EXCAVATION AND SHALL COORDINATE WITH THE OWNER'S PROJECT REPRESENTATIVE BEFORE PERFORMING ANY OF THE ABOVE MENTIONED ACTIVITIES. THE CONTRACTOR SHALL USE A CHAIN SAW TO CUT ROOTS OF TREES EXPOSED DURING EXCAVATION. CONTRACTOR SHALL NOT BREAK ROOTS BY PULLING THEM WITH DIGGING MACHINES. CONTRACTOR SHALL GET ALL NECESSARY APPROVALS INVOLVING TREE TRIMMING OR TREE REMOVAL IN ACCORDANCE WITH JEFFERSON PARISH PARK AND PARKWAY DEPARTMENT. EXCEPT AS PROVIDED IN SPECIFICATION DIV. II, SECTION 202 THERE WILL BE NO ADDITIONAL PAYMENT FOR THIS WORK. 22. CONTRACTOR SHALL NOT DAMAGE TREES TO REMAIN. IF DAMAGED, CONTRACTOR SHALL REPLACE AT HIS OWN CONTRACTOR SHALL NOT DAMAGE TREES TO REMAIN. IF DAMAGED, CONTRACTOR SHALL REPLACE AT HIS OWN COST. 23. RECORD DRAWINGS SHALL BE SUBMITTED PER THE PROVISIONS DETAILED IN THE PROJECT MANUAL. RECORD RECORD DRAWINGS SHALL BE SUBMITTED PER THE PROVISIONS DETAILED IN THE PROJECT MANUAL. RECORD DRAWINGS AND SPECIFICATIONS SHALL BE PREPARED BY THE CONTRACTOR THROUGHOUT THE COURSE OF THE PROJECT AND SHALL SHOW, IN RED INK, ALL CHANGES TO THE ORIGINAL CONSTRUCTION DOCUMENTS. AT THE COMPLETION OF THE PROJECT ALL RECORD DRAWINGS AND SPECIFICATIONS SHALL BE FINALIZED AND PUT INTO ONE COMPREHENSIVE SET OF DOCUMENTS BY THE CONTRACTOR AND DELIVERED TO THE A/E AS THE RECORD SET OF DRAWINGS AND SPECIFICATIONS. RECORD DRAWINGS AND SPECIFICATIONS SHALL REFLECT ALL CHANGES MADE BY THE OWNER, CONTRACTOR, A/E, SUBCONTRACTOR OR ANY OTHER ENTITY INVOLVED WITH THE PROJECT. ALL RECORD DRAWINGS AND SPECIFICATIONS SHALL INCLUDE ANY CHANGE MADE BY ADDENDUM, CHANGE ORDER, CONSTRUCTION CHANGE DIRECTIVE, MINOR CHANGES MADE BY THE A/E BY WAY OF ARCHITECT'S SUPPLEMENTAL INSTRUCTIONS OR WRITTEN LETTER OR ANY CHANGE MADE IN THE FIELD BY THE CONTRACTOR, SUBCONTRACTOR, INSTALLER, SUPPLIER OR ANY OTHER ENTITY INVOLVED WITH THE PROJECT. 24. THIS PROJECT WILL NEED TO BE BABA (BUILD AMERICA, BUY AMERICA ACT) COMPLIANT.THIS PROJECT WILL NEED TO BE BABA (BUILD AMERICA, BUY AMERICA ACT) COMPLIANT.
date checked drawn of sheets sheet no.
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REMOVE CONCRETE PAVEMENT (±225 SY)
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DEMOLITION PLAN
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LOUISIANA MILITARY DEPARTMENT
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GILLIS W. LONG CENTER, CARVILLE, LA
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J6 PARKING COVER
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PLOT 1=1
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AutoCAD SHX Text 21.05
AutoCAD SHX Text 21.12
AutoCAD SHX Text 21.59
AutoCAD SHX Text 21.49
AutoCAD SHX Text 21.85
AutoCAD SHX Text 21.38
AutoCAD SHX Text 21.61
AutoCAD SHX Text 21.64
AutoCAD SHX Text 21.71
AutoCAD SHX Text 22.16
AutoCAD SHX Text 22.12
AutoCAD SHX Text 21.99
AutoCAD SHX Text 22.42
AutoCAD SHX Text 21.94
AutoCAD SHX Text 21.55
AutoCAD SHX Text 21.66
AutoCAD SHX Text 21.77
AutoCAD SHX Text 21.64
AutoCAD SHX Text 21.65
AutoCAD SHX Text 21.64
AutoCAD SHX Text 22.13
AutoCAD SHX Text 22.14
AutoCAD SHX Text 22.19
AutoCAD SHX Text 22.29
AutoCAD SHX Text 22.00
AutoCAD SHX Text 21.88
AutoCAD SHX Text 21.41
AutoCAD SHX Text 21.16
AutoCAD SHX Text 21.69
AutoCAD SHX Text 21.60
AutoCAD SHX Text 21.04
AutoCAD SHX Text 21.10
AutoCAD SHX Text 21.65
AutoCAD SHX Text 21.87
AutoCAD SHX Text 21.35
AutoCAD SHX Text 21.28
AutoCAD SHX Text 21.79
AutoCAD SHX Text 21.98
AutoCAD SHX Text 21.45
AutoCAD SHX Text 21.55
AutoCAD SHX Text 22.10
AutoCAD SHX Text 22.25
AutoCAD SHX Text 21.76
AutoCAD SHX Text 21.78
AutoCAD SHX Text 22.32
AutoCAD SHX Text 22.34
AutoCAD SHX Text 21.96
AutoCAD SHX Text 22.46
AutoCAD SHX Text 22.44
AutoCAD SHX Text 21.99
AutoCAD SHX Text 21.95
AutoCAD SHX Text 22.45
AutoCAD SHX Text 22.44
AutoCAD SHX Text 22.42
AutoCAD SHX Text 22.40
AutoCAD SHX Text 21.98
AutoCAD SHX Text 22.43
AutoCAD SHX Text 22.49
AutoCAD SHX Text 22.40
AutoCAD SHX Text 22.51
AutoCAD SHX Text 22.42
AutoCAD SHX Text 22.38
AutoCAD SHX Text 22.46
AutoCAD SHX Text 22.39
AutoCAD SHX Text 22.63
AutoCAD SHX Text 22.37
AutoCAD SHX Text 22.43
AutoCAD SHX Text 22.43
AutoCAD SHX Text 22.32
AutoCAD SHX Text 22.46
AutoCAD SHX Text 22.28
AutoCAD SHX Text 22.48
AutoCAD SHX Text 22.37
AutoCAD SHX Text 22.27
AutoCAD SHX Text 22.30
AutoCAD SHX Text 22.05
AutoCAD SHX Text 22.06
AutoCAD SHX Text 22.26
AutoCAD SHX Text 22.37
AutoCAD SHX Text 22.24
AutoCAD SHX Text 22.14
AutoCAD SHX Text 22.26
AutoCAD SHX Text 21.84
AutoCAD SHX Text 21.83
AutoCAD SHX Text 21.28
AutoCAD SHX Text 21.20
AutoCAD SHX Text 21.25
AutoCAD SHX Text 21.35
AutoCAD SHX Text
DROP INLET 21.23
AutoCAD SHX Text
INVERT 17.21
AutoCAD SHX Text 22.02
AutoCAD SHX Text 22.22
AutoCAD SHX Text 22.40
AutoCAD SHX Text 22.43
AutoCAD SHX Text 22.32
AutoCAD SHX Text 21.93
AutoCAD SHX Text 21.97
AutoCAD SHX Text 22.17
AutoCAD SHX Text 21.64
AutoCAD SHX Text 22.21
AutoCAD SHX Text 22.40
AutoCAD SHX Text 22.36
AutoCAD SHX Text 22.47
AutoCAD SHX Text 22.30
AutoCAD SHX Text 22.42
AutoCAD SHX Text 22.14
AutoCAD SHX Text 21.92
AutoCAD SHX Text 20.76
AutoCAD SHX Text 21.20
AutoCAD SHX Text 21.31
AutoCAD SHX Text 21.38
AutoCAD SHX Text 20.86
AutoCAD SHX Text 21.15
AutoCAD SHX Text 22.17
AutoCAD SHX Text 22.15
AutoCAD SHX Text 22.04
AutoCAD SHX Text 22.11
AutoCAD SHX Text 22.21
AutoCAD SHX Text 22.32
AutoCAD SHX Text 22.50
AutoCAD SHX Text 22.41
AutoCAD SHX Text 21.58
AutoCAD SHX Text 21.31
AutoCAD SHX Text 20.88
AutoCAD SHX Text 20.76
AutoCAD SHX Text 20.79
AutoCAD SHX Text 20.81
AutoCAD SHX Text 21.10
AutoCAD SHX Text 20.95
AutoCAD SHX Text 21.07
AutoCAD SHX Text 21.61
AutoCAD SHX Text 21.85
AutoCAD SHX Text 21.74
AutoCAD SHX Text 21.85
AutoCAD SHX Text 21.97
AutoCAD SHX Text 21.22
AutoCAD SHX Text 21.31
AutoCAD SHX Text 21.49
AutoCAD SHX Text 21.59
AutoCAD SHX Text 21.39
AutoCAD SHX Text 21.60
AutoCAD SHX Text 22.16
AutoCAD SHX Text 22.01
AutoCAD SHX Text 22.76
AutoCAD SHX Text 22.04
AutoCAD SHX Text 21.89
AutoCAD SHX Text
DROP INLET 21.11
AutoCAD SHX Text
INVERT
AutoCAD SHX Text 17.05
AutoCAD SHX Text
INVERT 16.87
AutoCAD SHX Text
DROP INLET 20.59
AutoCAD SHX Text 22.07
AutoCAD SHX Text 22.10
AutoCAD SHX Text 21.98
AutoCAD SHX Text 21.83
AutoCAD SHX Text 20.57
AutoCAD SHX Text 20.63
AutoCAD SHX Text 20.79
AutoCAD SHX Text 20.87
AutoCAD SHX Text 21.01
AutoCAD SHX Text 21.29
AutoCAD SHX Text 21.41
AutoCAD SHX Text 21.61
AutoCAD SHX Text 21.76
AutoCAD SHX Text 21.81
AutoCAD SHX Text 21.83
AutoCAD SHX Text 21.77
AutoCAD SHX Text 21.81
AutoCAD SHX Text 21.50
AutoCAD SHX Text 21.53
AutoCAD SHX Text 21.43
AutoCAD SHX Text 21.74
AutoCAD SHX Text 21.88
AutoCAD SHX Text 21.95
AutoCAD SHX Text 21.90
AutoCAD SHX Text 21.78
AutoCAD SHX Text 21.74
AutoCAD SHX Text 21.56
AutoCAD SHX Text 21.60
AutoCAD SHX Text 21.91
AutoCAD SHX Text 21.62
AutoCAD SHX Text 21.80
AutoCAD SHX Text 21.84
AutoCAD SHX Text 21.86
AutoCAD SHX Text 21.84
AutoCAD SHX Text 21.86
AutoCAD SHX Text 21.99
AutoCAD SHX Text 21.91
AutoCAD SHX Text 21.89
AutoCAD SHX Text 21.92
AutoCAD SHX Text 21.93
AutoCAD SHX Text 21.92
AutoCAD SHX Text 21.88
AutoCAD SHX Text 21.87
AutoCAD SHX Text 21.89
AutoCAD SHX Text 21.84
AutoCAD SHX Text 21.78
AutoCAD SHX Text 21.82
AutoCAD SHX Text 21.78
AutoCAD SHX Text 21.77
AutoCAD SHX Text 21.79
AutoCAD SHX Text 21.83
AutoCAD SHX Text 21.76
AutoCAD SHX Text 21.79
AutoCAD SHX Text 21.80
AutoCAD SHX Text 21.81
AutoCAD SHX Text 21.83
AutoCAD SHX Text 21.80
AutoCAD SHX Text 21.79
AutoCAD SHX Text 21.74
AutoCAD SHX Text 21.69
AutoCAD SHX Text 21.67
AutoCAD SHX Text 21.70
AutoCAD SHX Text 21.79
AutoCAD SHX Text 21.83
AutoCAD SHX Text 21.78
AutoCAD SHX Text 21.79
AutoCAD SHX Text 21.83
AutoCAD SHX Text 21.86
AutoCAD SHX Text 21.86
AutoCAD SHX Text 21.33
AutoCAD SHX Text 21.27
AutoCAD SHX Text 21.09
AutoCAD SHX Text 21.17
AutoCAD SHX Text 21.09
AutoCAD SHX Text 21.06
AutoCAD SHX Text 21.05
AutoCAD SHX Text 20.88
AutoCAD SHX Text 20.88
AutoCAD SHX Text 20.97
AutoCAD SHX Text 21.29
AutoCAD SHX Text 21.29
AutoCAD SHX Text 21.27
AutoCAD SHX Text 21.38
AutoCAD SHX Text 21.37
AutoCAD SHX Text 21.46
AutoCAD SHX Text 21.44
AutoCAD SHX Text 21.29
AutoCAD SHX Text 21.28
AutoCAD SHX Text 21.34
AutoCAD SHX Text 21.61
AutoCAD SHX Text 21.52
AutoCAD SHX Text 21.58
AutoCAD SHX Text 21.78
AutoCAD SHX Text 21.78
AutoCAD SHX Text 21.76
AutoCAD SHX Text 21.71
AutoCAD SHX Text 21.76
AutoCAD SHX Text 21.86
AutoCAD SHX Text 21.86
AutoCAD SHX Text 21.81
AutoCAD SHX Text 21.83
AutoCAD SHX Text 21.89
AutoCAD SHX Text 21.82
AutoCAD SHX Text 21.76
AutoCAD SHX Text 21.71
AutoCAD SHX Text 21.71
AutoCAD SHX Text 21.60
AutoCAD SHX Text 21.48
AutoCAD SHX Text 21.31
AutoCAD SHX Text 21.23
AutoCAD SHX Text 21.82
AutoCAD SHX Text 21.80
AutoCAD SHX Text 21.83
AutoCAD SHX Text 21.85
AutoCAD SHX Text 21.90
AutoCAD SHX Text 21.89
AutoCAD SHX Text 21.92
AutoCAD SHX Text 21.94
AutoCAD SHX Text 21.93
AutoCAD SHX Text 21.98
AutoCAD SHX Text 21.98
AutoCAD SHX Text 21.95
AutoCAD SHX Text 21.97
AutoCAD SHX Text 21.98
AutoCAD SHX Text 21.98
AutoCAD SHX Text 21.99
AutoCAD SHX Text 22.01
AutoCAD SHX Text 22.02
AutoCAD SHX Text
TBM - TOP OF BOLT 21.50
AutoCAD SHX Text 21.82
AutoCAD SHX Text 21.98
AutoCAD SHX Text 22.22
AutoCAD SHX Text 21.98
AutoCAD SHX Text 22.43
AutoCAD SHX Text 21.89
AutoCAD SHX Text 21.87
AutoCAD SHX Text 21.88
AutoCAD SHX Text 22.19
AutoCAD SHX Text 22.03
AutoCAD SHX Text 21.80
AutoCAD SHX Text 21.82
AutoCAD SHX Text 21.32
AutoCAD SHX Text 21.09
AutoCAD SHX Text 21.15
AutoCAD SHX Text 21.33
AutoCAD SHX Text 21.82
AutoCAD SHX Text 21.93
AutoCAD SHX Text 22.05
AutoCAD SHX Text REQ'D 100'x24' PARKING COVER (SEE SHEET 6)
AutoCAD SHX Text REQ'D 6'x6' CONCRETE FOOTING, TYP. (SEE DETAIL 7 & 8 ON SHEET 7)
AutoCAD SHX Text
REQ'D CONCRETE PAVEMENT (190 SY) (SEE DETAIL 3 SHEET 7)
AutoCAD SHX Text
REQ'D CONCRETE CURB REPLACEMENT (140 LF)
AutoCAD SHX Text
REQ'D CONCRETE SIDEWALK REPLACEMENT (60 SY) (SEE DETAIL 1 SHEET 7)
AutoCAD SHX Text
REQ'D BOLLARD, TYP. (SEE DETAIL 11 SHEET 7)
AutoCAD SHX Text 23-1130-0030-04.dwg
AutoCAD SHX Text
AutoCAD SHX Text
OVERALL SITE PLAN
AutoCAD SHX Text
LOUISIANA MILITARY DEPARTMENT
AutoCAD SHX Text
GILLIS W. LONG CENTER, CARVILLE, LA
AutoCAD SHX Text
J6 PARKING COVER
AutoCAD SHX Text
PLOT 1=1
AutoCAD SHX Text 09-15-2023
AutoCAD SHX Text 1 inch = ft.
AutoCAD SHX Text
( IN FEET )
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NOTE: SEE SHEET 5 FOR GRADING AND JOINT LAYOUT.
AutoCAD SHX Text
SEE DETAIL 9 SHEET 7
AutoCAD SHX Text
SEE DETAIL 10 SHEET 7
AutoCAD SHX Text date checked drawn of sheets sheet no.
M e y e r
E n g in e e rs
L td
H e a rs t S tr e e t
S u it e
B M e ta ir ie
L o u is ia n a p h o n e .5
.8
.9 f a x .5
-8
-5 w e b si te
. w w w .m e y e r-e -l
.c o m
09-13-2023
DHD
AJS
23-1130-0030
AutoCAD SHX Text 22.48
AutoCAD SHX Text 22.48
AutoCAD SHX Text 22.00
AutoCAD SHX Text 21.97
AutoCAD SHX Text 22.44
AutoCAD SHX Text 22.49
AutoCAD SHX Text 21.98
AutoCAD SHX Text 21.95
AutoCAD SHX Text 22.51
AutoCAD SHX Text 22.52
AutoCAD SHX Text 21.96
AutoCAD SHX Text 21.94
AutoCAD SHX Text 22.42
AutoCAD SHX Text 22.37
AutoCAD SHX Text 21.88
AutoCAD SHX Text 22.34
AutoCAD SHX Text 22.45
AutoCAD SHX Text 21.86
AutoCAD SHX Text 21.78
AutoCAD SHX Text 22.35
AutoCAD SHX Text 22.18
AutoCAD SHX Text 21.73
AutoCAD SHX Text 22.19
AutoCAD SHX Text 22.21
AutoCAD SHX Text 21.72
AutoCAD SHX Text 21.71
AutoCAD SHX Text 22.23
AutoCAD SHX Text 21.94
AutoCAD SHX Text 21.81
AutoCAD SHX Text 21.55
AutoCAD SHX Text 21.66
AutoCAD SHX Text 21.77
AutoCAD SHX Text 21.64
AutoCAD SHX Text 21.65
AutoCAD SHX Text 21.64
AutoCAD SHX Text 22.13
AutoCAD SHX Text 22.14
AutoCAD SHX Text 22.19
AutoCAD SHX Text 22.29
AutoCAD SHX Text 22.00
AutoCAD SHX Text 21.88
AutoCAD SHX Text 21.41
AutoCAD SHX Text 21.16
AutoCAD SHX Text 21.69
AutoCAD SHX Text 21.60
AutoCAD SHX Text 21.04
AutoCAD SHX Text 21.10
AutoCAD SHX Text 21.65
AutoCAD SHX Text 21.87
AutoCAD SHX Text 21.35
AutoCAD SHX Text 21.28
AutoCAD SHX Text 21.79
AutoCAD SHX Text 21.98
AutoCAD SHX Text 21.45
AutoCAD SHX Text 21.55
AutoCAD SHX Text 22.10
AutoCAD SHX Text 22.49
AutoCAD SHX Text 22.40
AutoCAD SHX Text 22.42
AutoCAD SHX Text 22.38
AutoCAD SHX Text 22.30
AutoCAD SHX Text 22.05
AutoCAD SHX Text 22.06
AutoCAD SHX Text 22.26
AutoCAD SHX Text 22.37
AutoCAD SHX Text 22.24
AutoCAD SHX Text 22.14
AutoCAD SHX Text 21.83
AutoCAD SHX Text 21.28
AutoCAD SHX Text 21.20
AutoCAD SHX Text 21.25
AutoCAD SHX Text 21.35
AutoCAD SHX Text
DROP INLET 21.23
AutoCAD SHX Text
INVERT 17.21
AutoCAD SHX Text 22.02
AutoCAD SHX Text 22.22
AutoCAD SHX Text 22.40
AutoCAD SHX Text 22.43
AutoCAD SHX Text 22.32
AutoCAD SHX Text 21.93
AutoCAD SHX Text 21.97
AutoCAD SHX Text 22.17
AutoCAD SHX Text 21.64
AutoCAD SHX Text 22.21
AutoCAD SHX Text 22.40
AutoCAD SHX Text 22.36
AutoCAD SHX Text 22.47
AutoCAD SHX Text 22.30
AutoCAD SHX Text 22.42
AutoCAD SHX Text 22.14
AutoCAD SHX Text 21.92
AutoCAD SHX Text 22.21
AutoCAD SHX Text 22.32
AutoCAD SHX Text 22.50
AutoCAD SHX Text 22.41
AutoCAD SHX Text 21.58
AutoCAD SHX Text 21.31
AutoCAD SHX Text 20.88
AutoCAD SHX Text 20.81
AutoCAD SHX Text 21.10
AutoCAD SHX Text 20.95
AutoCAD SHX Text 21.07
AutoCAD SHX Text 22.76
AutoCAD SHX Text
DROP INLET 21.11
AutoCAD SHX Text
INVERT
AutoCAD SHX Text 17.05
AutoCAD SHX Text 20.87
AutoCAD SHX Text 21.01
AutoCAD SHX Text 21.29
AutoCAD SHX Text 21.41
AutoCAD SHX Text 21.61
AutoCAD SHX Text 21.76
AutoCAD SHX Text 21.81
AutoCAD SHX Text 21.95
AutoCAD SHX Text 21.90
AutoCAD SHX Text 21.78
AutoCAD SHX Text 21.74
AutoCAD SHX Text 21.56
AutoCAD SHX Text 21.60
AutoCAD SHX Text 21.78
AutoCAD SHX Text 21.79
AutoCAD SHX Text 21.83
AutoCAD SHX Text 21.86
AutoCAD SHX Text 21.86
AutoCAD SHX Text 21.33
AutoCAD SHX Text 21.27
AutoCAD SHX Text 21.09
AutoCAD SHX Text 21.17
AutoCAD SHX Text 21.09
AutoCAD SHX Text 20.97
AutoCAD SHX Text 21.29
AutoCAD SHX Text 21.37
AutoCAD SHX Text 21.46
AutoCAD SHX Text 21.61
AutoCAD SHX Text 21.76
AutoCAD SHX Text 21.86
AutoCAD SHX Text 21.86
AutoCAD SHX Text 21.81
AutoCAD SHX Text 21.83
AutoCAD SHX Text 21.89
AutoCAD SHX Text 21.82
AutoCAD SHX Text 21.76
AutoCAD SHX Text 21.71
AutoCAD SHX Text 21.71
AutoCAD SHX Text 21.60
AutoCAD SHX Text 21.48
AutoCAD SHX Text 21.31
AutoCAD SHX Text 21.23
AutoCAD SHX Text 21.82
AutoCAD SHX Text 21.80
AutoCAD SHX Text 21.83
AutoCAD SHX Text 21.85
AutoCAD SHX Text 21.90
AutoCAD SHX Text 21.89
AutoCAD SHX Text 21.92
AutoCAD SHX Text 21.94
AutoCAD SHX Text 21.93
AutoCAD SHX Text 21.98
AutoCAD SHX Text 21.98
AutoCAD SHX Text 21.95
AutoCAD SHX Text 21.97
AutoCAD SHX Text 21.98
AutoCAD SHX Text 21.82
AutoCAD SHX Text 21.98
AutoCAD SHX Text 22.22
AutoCAD SHX Text 21.89
AutoCAD SHX Text 21.87
AutoCAD SHX Text 21.88
AutoCAD SHX Text 22.19
AutoCAD SHX Text 21.80
AutoCAD SHX Text 21.93
AutoCAD SHX Text 7.16'
AutoCAD SHX Text 7.65'
AutoCAD SHX Text 106'
AutoCAD SHX Text
MATCH EXISTING GRADE
AutoCAD SHX Text 22.25
AutoCAD SHX Text 22.40
AutoCAD SHX Text 22.25
AutoCAD SHX Text 21.50
AutoCAD SHX Text 21.95
AutoCAD SHX Text 21.75
AutoCAD SHX Text 21.85
AutoCAD SHX Text 21.65
AutoCAD SHX Text 21.85
AutoCAD SHX Text 21.70
AutoCAD SHX Text 21.90
AutoCAD SHX Text 21.80
AutoCAD SHX Text 21.95
AutoCAD SHX Text 21.75
AutoCAD SHX Text 23-1130-0030-05.dwg
AutoCAD SHX Text
AutoCAD SHX Text
SITE PLAN
AutoCAD SHX Text
LOUISIANA MILITARY DEPARTMENT
AutoCAD SHX Text
GILLIS W. LONG CENTER, CARVILLE, LA
AutoCAD SHX Text
J6 PARKING COVER
AutoCAD SHX Text
PLOT 1=1
AutoCAD SHX Text 09-15-2023
AutoCAD SHX Text LEGEND: EXPANSION JOINT (SEE DETAIL 6 SHEET 7) CONTRACTION JOINT (SEE DETAIL 5 SHEET 7)
AutoCAD SHX Text 1 inch = ft.
AutoCAD SHX Text
( IN FEET )
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 2.5
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text date checked drawn of sheets sheet no.
M e y e r
E n g in e e rs
L td
H e a rs t S tr e e t
S u it e
B M e ta ir ie
L o u is ia n a p h o n e .5
.8
.9 f a x .5
-8
-5 w e b si te
.w w w .m e y e r-e -l
.c o m
09-13-2023
DHD
AJS
23-1130-0030
AutoCAD SHX Text 18'
AutoCAD SHX Text 6'
AutoCAD SHX Text 24'
AutoCAD SHX Text 100'
AutoCAD SHX Text 25'
AutoCAD SHX Text 25'
AutoCAD SHX Text 25'
AutoCAD SHX Text 25'
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text ±14'-9"
AutoCAD SHX Text
24' OPENING
AutoCAD SHX Text
24' OPENING
AutoCAD SHX Text
24' OPENING
AutoCAD SHX Text
24' OPENING
AutoCAD SHX Text 100'
AutoCAD SHX Text 8"
AutoCAD SHX Text
24' OUT TO OUT OF STEEL
AutoCAD SHX Text…
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